Loading...
1741 Maritime Oak Dr new home permit N s s� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL - 14EW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0181 Description: new single-family residence Estimated Value: 460759.2 Issue Date: 10/18/2017 Expiration Date: 4/16/2018 PROPERTY ADDRESS: Address: 1741 MARITIME OAK DR RE Number: 169505 1790 PROPERTY OWNER: Name: RIVERSIDE HOMES OF NORTH FLORIDA INC Address: 414 OLD HARTS RD STE 502 FLEMING ISLAND, FL 32003 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: RIVERSIDE HOMES OF N FL Address: 414 OLD HARD RD STE 502 MATTHEW ROBERTS ORANGE PARK, FL 32003 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. * 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. City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road D(�tt G Atlantic Beach, Florida 32233-5445 I�LS « —�� 8 I Phone (904)247-5826 • Fax(904) 247-5845 V;D' E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: `-f L W t M JL Dck, Q(, Department review required Yes o C-Buil ing Applicant: tannin & Zonin Tree Administrator Project: � L� S�(�(^`Q.—�Q(ht'l� �O ublicWorks c Utilitie Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receiptof Permit Verified By Date 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: proved. Denied. []Not applicable (Circle one.) Comments: b BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: VApproved as revised. ❑De ied. []Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: /0—�7 FIRE SERVICES Third Review: ❑Approved as revised. ❑Deni d. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 r r •� CITY OF ATLANTIC BEACH r s J 800 Seminole Road r Atlantic Beach,Florida 32233 OFFICE COPY REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Dat Revision to Issued Pe /Permit prrtut Corrections to Comments # R E5(7]- U& Project Address 41 r "a(�t M e C),k Contractor/Contact Name— Phone-149 - I raSQ EmailA_ 1 Description of Proposed Revision/Corrections: Permit Fee D e$ 1A 0 EVA rrN(—:11 A�;(s Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved _ Denied Not Applicable to Department Revision/Plan Review Comments De artment Review Required: i Reviewed By Tree Adminis ato Public Works Public Utilities Public Safety Date Fire Services r " s CITY OF ATLANTIC BEACH r _ 800 SEMINOLE ROAD ,J ~r OFFICE C0PY ATLANTIC BEACH, FL 32233 24 f f-�Jf31�r BUILDING DEPARTMENT REVIEW COMMENTS Date: 9.26.2017 Permit#: RES17-0181 Site Address: 1741 Maritime Oak Dr. Site 12276 San Jose Blvd.,Ste. 120 Review: 1 Address: JAX RE#: Phone: 503.7055 Email: lbisho m riversidehome.com Applicant: Riverside Homes Of N. FL Homeowner: same CORRECTION COMMENTS: These are plan review comments from 1 of 4 departments reviewing this pe p ication. 1. he Manual S Compliance Report,from the energy calculation forms, does not m h the Project Summary Design Information numbers. It appears the Manual J informat was not inputted into the Manual S Report. Please correct and resubmit 2 copies of the cor anual S Compliance Reports for all 3 systems. Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 i BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH OFFICE COPY 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: 1741 Maritime Oak Drive Permit Number: S(� — 0($ Legal Description Lot 99 Atlantic Beach Cogptry Club Unit 2 67-132 08-2S-29E.193 Parcel # 169505-1790 Floor Area o q. t. q. t Valuation of Work$ 750,000 Proposed Work heated/cooled 3728 non-heated/cooled 816 Class of Work(circle one): ew Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/pro osed structure(s)(circle one): Commercial eside If an existing structure,is a fire sprinkler system installed? (Circle one): es No /A Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: New construction- SFR Property Owner Information: Name: Riverside Homes of N. FL Address: 12276 San Jose Blvd., Ste. 120 City Jacksonville State FL Zip 32223 Phone 904-503-7055 E-Mail or Fax(Optional) lbishop&myriversidehome.com Contractor Information: Company Name: Riverside Homes of North Florida, Inc. Qualifying Agent: Matthew Roberts Address:12276 San Jose Blvd., Ste. 120 City Jacksonville State FL Zip= Office Phone 904-503-7055 Job Site/Contact Number Same Fax#N/A State Certification/Registration# CBC 1254135 Architect Name&Phone# Michael Stauffer 904-471-2552 Engineer's Name&Phone#Hulsberg 904-886-2401 Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address 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 well be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for aperiod of six16)months at any time after work is commenced. 1 understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools, urnaces,Boilers,Healers, Tanks and Air conditioners vtr DO NOT WRITE BELOW- oFFICE USE o1�II,v Applzca a Co es: 20ZOFLORIDABUIL , CODE �e�esuit (cirele one) Approved Disapproved Approved w/ Conditions Review Initials/Date: 9•�6 beyeZopm.ent Szze Habitable Space Non-Habitable -pervious area fgscella:neous Information Iccupancy Croup -� ype of Construction amber of Stories z-, ring District A,66. X. Occupancy Load Sprinklers Required )d Zone ditions/comments: OFFICE COPY Atlantic Beach Country Club lot 99 1741 Maritime Oak Drive Atlantic Beach, FL 32233 Single Family Detached-Group R3 2014 Florida Building Code OF-CEIVED Michael Stauffer 1093 A1A Beach Blvd., Ste. 330 Sf 19 201'r St. Augustine Beach, FL 32080P .�� each, FL Doc # 2017028517, OR BK 17868 Page 691, Number Pages: 2, Recorded 02/06/2017 at 12:16 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 Impared by and return to: )Perm ) Bivnt R.Newton,B:Nquire 10192 SaneJose FL3vd. OFFICE COPY Jacks;utville,Fl,3_'?57 File No. Perruit Number: "fax Folio Number: Stat;of: Florida County of:St_,Initus NOTICE OF COMMENCEMENT The.undersigned hereby gives noiice that improvemtat will be made to certain real property,and,in accpnfattce with Chapter 713..Florida Slaiutes(revised I t1-1-96),the following information is provided in this Notice of C ommencement: I. D)escription of Property; Lrit 99,Atlantic Beach Country Club Unit 2,according to the plat thereof as recorded in Platt Book 67,Pages 132 through 137,of the public records of l)uval Count',Florida. Street address: 1741 tMaritime Oak Drive,Atlantic Beach,Florida 32233 2. tricueral r)escrilition primprovements: construction ofsins*c family dwelling Owner Information: a. Narne and Address: Riverside Homes ofNorth Florida.Inc. 12276 San Jose Boulevard,Suite 1240 Jacksonville,Florida 32223 h. Interest in property: Fee Simple C. Names and address of fire simple title holder(if other than owner): -1. a. Contractor Riverside Homes of Nonni Florida,Inc. 12276 Sao Jose.Boulevard,Suite 120 Jacksonville,Florida 3222 b. Conttzclor's phone number: 904-403-7055 Fax number: 5. Surety: a.Name and address: b.Phone number: c.Amount of bond: 6. a. Lentlo, Regions Bank 1034 Main Street 2nd Floor l)unodir%F1,34698 b. Lenilei's phone naotber: 727-466-2334 7. a. Pers<ms within Ute State�tf Florida designated by Owner upon whom notices or other 4twoments may be served its provided by Section 713,1'(1)(aj(',).,Florida Statutes, b. l'hunc numbers of desiytated persons: 8. a. to addition to himself.Owner designates Julie liarriman of Regions Bank.Commercial Loan Administration. 1034 Main Street,2nd Floor.Dunedin,Fl.34695.to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. b. Phone number of person or entity desigriaied by Owner: 727-466-2356 9. Expiration date of Notice of Commcucement(the expiration date is 1 year from date of recording unless a different date is specified): OR BK 17868 PAGE 692 OFFICE COPY WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCMENT 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 CO II ENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 'E ID i0M. OF NOR FLORIDA,INC. if B Chi' o oo +V' P esideut POST A COPY OF 11ECORDED NOTICE AT JOB SITE. r' STATE OF FLORIDA COUNTY OF DUVAL �. The foregoing instrument was acknowledged before me this 0 day of ��-�-4-r' Q 1-7 by Christopher B.Wood,the Vice President of Riverside Homes of North Florida,Inc. He is personally known to me. �y;�.,..��i�4...�.�yNf 3��z..,;s�,/�✓f..^"..,,y,..,...,,-., :�'1'C,'``�^S,ys OhU.rE AiNJN'uvN i4 . Y No Public Ed,yl(" �t'7AY,',• fsa,a�'tn rxinn vut9r.L'ratr:r.;x My Commission Expires: \ N 1�=1•`JjJ� City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road 1 L S��—off I I r� Atlantic Beach, Florida 32233-5445 SEP 2 12017 i• Phone(904)247-5826 • Fax(904)247-5845II� E-mail: building-dept@coab.us Date routed: Qy City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: —1 ( NkQ-{ 'h M �Gl �(, Department review required Yes No uil Applicant: �t4S( v _S <Plannin &Zonin Tree Administrator Project: V\.�� S�nr'ry�Q-�QM I IIS �O�mA ublic Works CLUhLc Utilitie Public Safety Fire Services Review fee $ Dept Signature--� 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: proved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING 41/ir PLANNING & ZONING Reviewed by: <} VX, Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. [-]Not applicable lt,t_ �TLI_c WOR Co ents: PUTILITIES s- 1 "7 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 -- City of Atlantic Beach PUBLIC UTILITIES DEPARTMENT r' 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904)247-5834 NEW WATER / SEWER TAP REQUEST Date Project Address `1 y ( l� IA 2 ( t�c onA r Number of Units Commercial Residential " Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) '314 New Irrigation Meter ✓ Upgrade Existing Meter from to (size) New Reclaim Water Meter ✓ Size New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature !� �, CITY STAFF USE ONLY IL Application# B Water System Development Charge $ rk kko' CS' Sewer System Development Charge $ 10 SCS , O o Water Meter Only $ t Qj 5 , c o Reclaim Meter Only $ 1''57, oo Water Meter Tap $ Sewer Tap $ Cross Connection $ 50 Other $ TOTAL $ S, CD I o . C) (Notes) APPROVED Kayle Moore, P.E. Dated Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City of Atlantic Beachx w 1 APPLICATION NUMBER Js Building Department (To be assigned by the Building Department.) ` 800 Seminole Road Z 1 20V (�L S l�_©'G �r Atlantic Beach, Florida 32233-5445 SEP I�1. b Phone(904)247-5826 • Fax(904)247-5845 ry!J„19' E-mail: building-dept@coab.us Date routed: City web-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I I J Nk� l A�N Dc Q( Department review required Yes No uil Applicant: ��J s1 Vf S Plannin & Zonin Tree Administrator Project: ublic Works c Utilitie 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 i (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by' Date: N i If TREE ADMIN. Second Review: ❑Approved as revised. ❑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 ifs �fi REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of &j;tgDL%� ,20 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 su'ys,de t-\otrrtiS 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 Right-of-Way Permit# This work is generally described as 151f —— rAel l 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 I.1LI'lln Satr, NOU JMyO. Sk. rao. le_ 322z3 • 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 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 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 by the USER. Date_ Property Owner/Agent(signed in presence of Notary Public) STATE OF FLORIDA,COUNTY OF DUVAL The foregoing instrument was acknowledged this day of _,20 n , by D T— who personally appeared before me and (printed name of Signer) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. /v` Si thre of Not Public, Stat Florida / Approved/Public Works Department: Personally Known---%/ + Produced Identification(Type) 1 �� ,, LINDSEY M.BISHOP Scott mu li iams, Interiic Works Director _ Notary Public-State of Florida 3w, arc Commission#►FF 946204 My Comm.Expires Jan 19,2020 • ..3e RIGHT-OF-WAY / EASEMENT PERMIT Permit#Issued by the City of Atlantic Beach PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job Address 1�`) ► I(V1u,ri+; ,.,i Phone Ot per} Sam 'lOS j Permittee aAr_--ick. opvv o Email L$'iSl-ar��9 r►�txsidt!-�ow�•C91-�-� Requesting Permission to Construct Location(Reference to Cross-Street) In 4 l 010 ri->*;rh i, €aA., • 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 IR o 1 (Project Superintendent) located at • 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 immediately upon co letion. Date \ g Permittee(signed in presence of Notary Public) STATE OF FLORIDA,COUNTY OF DUVAL The foregoing instrument was acknowledged this _day of Se 120 who personally appeared before me and (printed name of Permittee) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. 4 ( Personally Known ~/ Signature of Notar Public,State of Flo Pro c 2ntification(Type) LINDSEY M.BISHOP Notary Public State of Florida `•= Commission#t FF 946204 My Comm.Expires Jan 19,2020 City of Atlantic Beach APPLICATION NUMBER Js � Building Department (To be assigned by the Building Department.) V 800 Seminole Road pt S t-4—ol q' I Atlantic Beach, Florida 32233-5445 ILC. Phone(904)247-5826 • Fax(904)247-5845 b 19I&D 113-E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: `l �� 'h M DGl Q(. Department review required Yes No uil ino Applicant: �Lt4Sk My S tannin & Zonin Tree Administrator Project: V\t L,) S1(�(^O Q—�Q M�I y �0�� ublic Works c Utilitie 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: /�e►� BUILDING /p(1ciV Gn PLANNING &ZONING ✓ v (� Reviewed by: Date: / �-� 1 TREE ADMIN. Second Review: ❑Approved as revised. ❑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 -S r11�fes. CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 REVISION REQUEST/ CORRECTIONS TO PLAN REVIEW COMMENTS Dat*4T Revision to Issued Permit Corrections to Comments /permit Project Address174 ( Y Y c rt ak Contractor/Contact Name Phone Description of Proposed Revision/Corrections: Permit Fee Due $ O 1 C Additional Increase in Building Value $ Additional S.F. By signing below,I (printed name) affirm the Revision is inclusive of the proposed changes. Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved PP Denied Not Applicable to Department Revision/Plan Review Comments De ent Review Required: Buildain annin & Zoni Reviewed By Tree Adminis rator Public Works Public Utilities Public Safety Date Fire Services ZONING REVIEW COMMENTS s � City of Atlantic Beach Community Development Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 4 �r f Date: 9/22/2017 Permit: RES 17-0181 Applicant: Riverside Homes Review: ZONING Address: 12276 San Jose Blvd Ste. 120, Jacksonville FL Site Address: 1741 MARITIME Phone: 904-503-7055 OAK DR RE#: 1695051790 Email: Ibishop@myriversidehome.com Correc ion Comments 1. eight: Section 24-17 requires height to be measured from grade to the highest point of a ilding's roof structure or parapet and any attachments thereto, exclusive of chimneys. Please show the overall height to the highest point on plans. /or ont yard projections: Section 24-83(b) states that architectural features such as eaves and ces, and cantilevered bay windows, open balconies and porches may project a distance not to exceed forty-eight (48) inches into required front and rear yards. Please show that the guest house balcony meets this requirement or revise accordingly. Informational Comments Please confirm that the guest home will be using one of the A/C units shown on the plans. Brian Broedell Planner ?017 PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: Atlantic Beach Country Club Lot 4T _ _ _ Permit N. 0 PY Project Address: 1 w"- As required by Florida Statute 553.842 and Florida Administrative Code Rule 913-72,please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS 1.Swinging Masonite International Fiberglass Hinged Door +-76 4334.1,4334.2, 4334.4,4334.6, 4334.7,4334.8 2.Sliding Jeld-Wen Siteline Clad Approved for use in HVHZ:No,Approved for use outside HVHZ:Yes,Impact Resistant:No,Design 12313.9 Pressure:+25/-25,Other:Glazing must comply with the adopted version of ASTM El 300-04 Min 1/8" emmered monolithic and insulated. 3.Sectional // 4. t5-n 5.Automatic N/A 6.Other Plast Pro Onelite Series Fiberglass Door Approved for use in HVHZ:No,Approved for use outside HVHZ:Yes,Impact Resistant:No,Design 15215.6,15215.7, Pressure:N/A,Other:See INST 15215.6,7,&8 for Design Pressure Ratings,any additional use limitations, 15215.8 installation instructions and product particulars. B.WINDOWS - 1.Single hung N/A 2.Horizontal slider N/A 3.Casement N/A 4.Double hung Jeld-wen W-2500 +50/-50,+35/-35 16085.2,16085.3 5.Fixed Jeld-Wen Fixed wood clad W-2500 +50/-50 17498.4 6.Awning N/A 7.Pass-through N/A 8.Projected N/A 9.Mullion N/A 10.Wind breaker N/A 11.Dual action N/A 12.Garage Doors Haas Door Company 920 Approved for use HVHZ:No,Approved for use outside HVHZ:Yes,Impact Resistant:No,Design Pressure: 16660.4,16660.6 +23.9/-26.7,Other:Glazing is an available option for the 600,700,800,&900 series product only but it does not meet the impact resistant requirement for windbome debris regions C.PANEL WALL 1.Siding Nichiha Fiber Cement cladding Installed per manufacturer installation drawings.Anchor size,type and spacing are determined by the type of 12098.1,12098.3 construction per manufacturer drawing 2.Soffits N/A 3.EIFS N/A 4.Storefronts N/A 5.Curtain walls N/A 6.Wall louvers N/A 7.Glass block N/A 8.Membrane N/A 9.Greenhouse N/A 10.Synthetic stucco 3 Coat stucco system,mixed on site 11.Other N/A D.ROOFING PRODUCTS 1.Asphalt shingles Ownes Coming Laminated Shingles,Architectural This approval does not cover HVHZ.Products shall be installed in accordance with FBC sections for non- 10674.1 HVHZ and per manufacturers installation drawings 2.Underlayments Owens Coming Waterproofing underlayment This approval does not cover HVHZ.Products shall be installed in accordance with FBC sections for non- 9777-R1 3.Roofing fasteners N/A 4.Nonstructural metal roof Gulfl ok 26 ga.GulfLok 16"wide roof panel Approved for use in HVHZ:No,Approved for use outside HVHZ:Yes,Impact Resistant:N/A,Design 11651.16 R2 Category/Subcategory Manufacturer Product Description Limitation of Use State it Local# 5.Built-up roofing N/A 6.Modified bitumen 7.Single ply roofing N/A 8.Roofing tiles N/A 9.Roofing insulation N/A - 10.Waterproofing N/A 11.Wood shingles/shakes N/A 12.Roofing slate N/A 13.Liquid applied roofing N/A - - - 14.Cement-adhesive coats N/A - 15.Roof the adhesive N/A 16.Spray applied polyurethane roC N/A - -- -- -- 17.Other N/A E.SHUTTERS 1.Accordion N/A - - 2.Bahama Custom made cedar -- _--- - 3.Storm panels N/A 4.Colonial N/A 5.Roll-up N/A 6.Equipment N/A 7.Other N/A F.STRUCTURAL COMPONENTS 1.Wood connector/anchor Simpson Wood Connectors Approved for use in HVHZ:No,Approved for use outside HVHZ:Yes,Impact resistant:N/A.Other: 4432 Connected to foundation and wall as specified in Evaluation Report.Field cutting only as specified in 2.Truss plates MiTek Industries Truss Plates Metal Connector Plate Products must be installed in accordance with Florida Building Code and per manufacturers drawings 2197.RI, 3.Engineered lumber Trus Joint,A Weyerhaeuser Business Engineered Lumber,Microllan LVL, Products must be installed in accordance with Florida Building Code and per manufacturers drawings 1630-R3,6527-RI Parallam PSL,Timberstrand LSL,TJ- Strand Rim 4.Railing N/A 5.Coolers-freezers N/A 6.Concrete admixtures N/A 7.Material N/A 8.Insulation forms N/A 9.Plastics N/A 10.Deck-roof N/A 11.Wall Trus Joint,A Weyerhaeuser Business Engineered Lumber,Microllan LVL, Products must be installed in accordance with Florida Building Code and per manufacturers drawings 4478-RI Parallam PSL,Timberstrand LSL,TJ- Strand Rim Board,TJI 12.Sheds N/A 13.Other MiTek Industries Truss Plates Metal Connector Plate Products must be installed in accordance with Florida Building Code and per manufacturers drawings G.SKYLIGHTS 1.Skylight N/A 2.Other N/A H.NEW EXTERIOR ENVELOPE PRODUCTS I. I N/A 2. 1 N/A In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector,a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge.I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. (Contractor Name) (Print Name) Matthew Roberts (Signature) Company Name: Riverside Homes of North Florida Mailing Address: 12276 San Jose Blvd.,Ste.120 City: Jacksonville State: FL Zip Code: 32223 Telephone Number:(904 ) 503-7055 Fax Number:( ) Cell Phone Number: E-mail Address: OFFICE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: RIVER3728(Revised) Builder Name: Riverside Homes Street: 1741 Maritime Oak Drive Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach , FL Permit Number: Owner: Vesey Residence Jurisdiction: 261100 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(4419.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 4419.90 ft' b. N/A R= ft' 3. Number of units,if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10.Ceiling Types (2965.6 sqft.) Insulation Area a.Roof Deck(Unvented) R=22.0 2907.00 ftz 6. Conditioned floor area above grade(ft') 3728 b.Knee Wall(Unvented) R=0.0 58.60 ft' Conditioned floor area below grade(ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(759.7 sqft.) Description Area a.Sup:Attic, Ret:Attic,AH:Attic 6 248.53 a. U-Factor: Dbl,U=0.35 759.72 ft' b.Sup: Attic,Ret:Attic,AH:2nd Floor 6 248.53 SHGC: SHGC=0.22 c. Sup:Attic, Ret:Attic,AH:Attic 6 248.53 b. U-Factor: N/A W 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 36.0 SEER:14.00 b.Central Unit 18.0 SEER:14.00 c. U-Factor: N/A ft' c.Central Unit 18.0 SEER:14.00 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A it2 a. Electric Heat Pump 36.0 HSPF:8.20 SHGC: b. Electric Heat Pump 18.0 HSPF:8.20 Area Weighted Average Overhang Depth: 4.526 ft. c. Electric Heat Pump 18.0 HSPF:8.20 Area Weighted Average SHGC: 0.220 14.Hot water systems 8. Floor Types (3728.0 sqft.) Insulation Area a.Natural Gas Tankless Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2091.00 ft' b. Conservation features EF:0.860 b.Floor Over Other Space R=0.0 821.00 ft' None c.other(see details) R= 816.00 ft' 15.Credits Pstat Glass/Floor Area: 0.204 Total Proposed Modified Loads: 98.48 PASS Total Baseline Loads: 107.23 I hereby certify that the plans and specifications covered by Review of the plans and ��Tk4E S74q ' this calculation are in compliance with the Florida Energy specifications covered by this Code. Digitally signed by Douglas R.Stickles calculation indicates compliance Douglas R. StIC1C12S DN:cn=Douglas R.Stick es,c=US, 4J3z=,a` oa azo Masters ,se-oaoo with the Florida Energy Code. H,u ., ¢- ;;:,•� ,, 0 PREPARED BY: Before construction is completed c DATE: - ti this building will be inspected for compliance with Section 553.908 * ° hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energ Code.E COD �4J OWNER/AGENT: _ T'S BUILDING OFFICIAL: //_' DAT �V _._11- DATE: _ T�. 0-f-3 _f 7 - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 9/27/2017 2:10 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 6 FORM R405-2014 PROJECT Title: RIVER3728(Revised) Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 3728 Lot# 99 Owner: Vesey Residence Total Stories: 2 Block/SubDivision: Atlantic Bch CC #of Units: 1 Worst Case: No PlatBook: Builder Name: Riverside Homes Rotate Angle: 45 Street: 1741 Maritime Oak Driv 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 / IECC Design Temp Int Design Temp Heating Design Daily Temp �/ Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 2091 20910 2 Block2 821 7389 3 Block3 816 7344 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 2091 20910 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 821 7389 No 2 2 1 Yes Yes Yes 3 Garage Apt 816 7344 Yes 1 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 221 ft 0 2091 ft2 ____ 0.25 0.75 0 2 Floor Over Other Space 2nd Floor ____ ____ 821 ft2 0 0.15 0 0.85 3 Floor over Garage Garage Apt ___ __-- 816 ft2 19 0.15 0.6 0.25 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch �/ # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 3494 ft2 0 ft2 Medium 0.4 No 0.4 No 22 33.7 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 2907 ft2 N N 9/27/2017 2:10 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 6 FORM R405-2014 CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Unvented) 1st Floor 0 Blown 1270 ft2 0.11 Wood 2 Under Attic(Unvented) 2nd Floor 0 Blown 821 ft2 0.11 Wood 3 Knee Wall(Unvented) 2nd Floor 0 Blown 58.6 ft2 0.11 Wood 4 Under Attic(Unvented) Garage Apt 0 Blown 816 ft2 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Belo w To Wall Type 1 N=>NE Exterior Frame-Wood 1st Floor 19 34 3 10 342.5 ft2 0.23 0.75 0 2 W=>NW Exterior Frame-Wood 1st Floor 19 9 9 10 97.5 ft2 0.23 0.75 0 3 W=>NW Exterior Frame-Wood 1 st Floor 19 7 3 10 72.5 ft2 0.23 0.75 0 4 N=>NE Exterior Frame-Wood 1st Floor 19 16 10 160.0 ft2 0.23 0.75 0 5 E=>SE Exterior Frame-Wood 1st Floor 19 17 10 170.0 ft2 0.23 0.75 0 6 N=>NE Exterior Frame-Wood 1 st Floor 19 1 6 10 15.0 ft2 0.23 0.75 0 7 E=>SE Exterior Frame-Wood 1st Floor 19 12 3 10 122.5 ft2 0.23 0.75 0 8 N=>NE Exterior Frame-Wood 1st Floor 19 1 6 10 15.0 ft2 0.23 0.75 0 9 E=>SE Exterior Frame-Wood 1st Floor 19 10 9 10 107.5 ft2 0.23 0.75 0 10 S=>SW Exterior Frame-Wood 1st Floor 19 1 6 10 15.0 ft2 0.23 0.75 0 11 E=>SE Exterior Frame-Wood 1st Floor 19 10 6 10 105.0 ft2 0.23 0.75 0 12 S=>SW Exterior Frame-Wood 1 st Floor 19 13 10 130.0 ft2 0.23 0.75 0 13 E=>SE Exterior Frame-Wood 1st Floor 19 6 9 10 67.5 ft2 0.23 0.75 0 14 S=>SW Exterior Frame-Wood 1 st Floor 19 10 10 100.0 ft2 0.23 0.75 0 15 W=>NW Exterior Frame-Wood 1st Floor 19 6 9 10 67.5 ft2 0.23 0.75 0 16 S=>SW Exterior Frame-Wood 1 st Floor 19 14 6 10 145.0 ft2 0.23 0.75 0 17 S=>SW Exterior Frame-Wood 1st Floor 19 14 3 11 6 163.9 ft2 0.23 0.75 0 18 W=>NW Exterior Frame-Wood 1 st Floor 19 13 11 6 149.5 ft2 0.23 0.75 0 19 W=>NW Exterior Frame-Wood 1st Floor 19 20 6 10 205.0 ft2 0.23 0.75 0 20 N=>NE Exterior Frame-Wood 2nd Floor 19 29 3 7 204.8 ft2 0.23 0.75 0 _21 E=>SE Exterior Frame-Wood 2nd Floor 19 14 6 9 130.5 ft2 0.23 0.75 0 _22 N=>NE Exterior Frame-Wood 2nd Floor 19 3 9 27.0 ft2 0.23 0.75 0 _23 E=>SE Exterior Frame-Wood 2nd Floor 19 6 6 9 58.5 ft2 0.23 0.75 0 24 S=>SW Exterior Frame-Wood 2nd Floor 19 3 9 27.0 ft2 0.23 0.75 0 25 E=>SE Exterior Frame-Wood 2nd Floor 19 12 6 9 112.5 ft2 0.23 0.75 0 26 S=>SW Exterior Frame-Wood 2nd Floor 19 29 3 9 263.3 ft2 0.23 0.75 0 _27 W=>NW Exterior Frame-Wood 2nd Floor 19 33 6 9 301.5 ft2 0.23 0.75 0 _28 N=>NE Exterior Frame-Wood Garage Apt 19 12 9 9 114.8 ft2 0.23 0.75 0 29 N=>NE Exterior Frame-Wood Garage Apt 19 11 3 9 101.3 ft2 0.23 0.75 0 30 E=>SE Exterior Frame-Wood Garage Apt 19 34 9 306.0 ft2 0.23 0.75 0 31 S=>SW Exterior Frame-Wood Garage Apt 19 24 9 216.0 ft2 0.23 0.75 0 32 W=>NW Exterior Frame-Wood Garage Apt 19 34 9 306.0 ft2 0.23 0.75 0 9/27/2017 2:10 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 6 FORM R405-2014 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>SW Insulated 1st Floor None .46 5 4 8 42.7 ft' 2 S=>SW Insulated 1st Floor None .46 3 8 24 ft2 3 N=>NE Insulated Garage Apt None .46 3 7 21 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 45 degrees). / Wall Overhang �/ # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N=>NE 1 Vinyl Low-E Double Yes 0.35 0.22 128.0 ft' 11 ft 4 in 1 ft 0 in Drapes/blinds None 2 N=>NE 1 Vinyl Low-E Double Yes 0.35 0.22 24.0 ft2 11 ft 4 in 1 ft 0 in Drapes/blinds None 3 N=>NE 1 Vinyl Low-E Double Yes 0.35 0.22 24.0 ft2 11 ft 4 in 1 ft 0 in Drapes/blinds None 4 W=>NW 3 Vinyl Low-E Double Yes 0.35 0.22 18.0 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds None 5 N=>NE 4 Vinyl Low-E Double Yes 0.35 0.22 45.0 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds None 6 E=>SE 5 Vinyl Low-E Double Yes 0.35 0.22 36.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 7 E=>SE 7 Vinyl Low-E Double Yes 0.35 0.22 25.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 8 E=>SE 9 Vinyl Low-E Double Yes 0.35 0.22 6.0 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds None 9 E=>SE 11 Vinyl Low-E Double Yes 0.35 0.22 10.0 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds None 10 S=>SW 14 Vinyl Low-E Double Yes 0.35 0.22 25.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 11 S=>SW 16 Vinyl Low-E Double Yes 0.35 0.22 32.0 ft' 5 ft 8 in 1 ft 0 in Drapes/blinds None 12 W=>NW 18 Vinyl Low-E Double Yes 0.35 0.22 36.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 13 N=>NE 20 Vinyl Low-E Double Yes 0.35 0.22 60.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 14 N=>NE 20 Vinyl Low-E Double Yes 0.35 0.22 12.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 15 S=>SW 26 Vinyl Low-E Double Yes 0.35 0.22 35.6 ft' 5 ft 8 in 1 ft 0 in Drapes/blinds None 16 S=>SW 26 Vinyl Low-E Double Yes 0.35 0.22 26.7 ft2 5 ft 8 in 1 ft 0 in Drapes/blinds None 17 W=>NW 27 Vinyl Low-E Double Yes 0.35 0.22 50.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 18 N=>NE 29 Vinyl Low-E Double Yes 0.35 0.22 25.0 ft' 5 ft 5 in 1 ft 0 in Drapes/blinds None 19 E=>SE 30 Vinyl Low-E Double Yes 0.35 0.22 25.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 20 E=>SE 30 Vinyl Low-E Double Yes 0.35 0.22 17.5 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 21 S=>SW 31 Vinyl Low-E Double Yes 0.35 0.22 42.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None 22 W=>NW 32 Vinyl Low-E Double Yes 0.35 0.22 50.0 ft2 1 ft 8 in 1 ft 0 in Drapes/blinds None 23 W=>NW 32 Vinyl Low-E Double Yes 0.35 0.22 7.0 ft' 1 ft 8 in 1 ft 0 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 816 ft' 816 ft2 116 ft 9 f 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000304 2970.3 163.06 306.66 .2879 5 9/27/2017 2:10 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 6 FORM R405-2014 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 36 kBtu/hr 1 sys#1 2 Electric Heat Pump Split HSPF:8.2 18 kBtu/hr 2 sys#2 3 Electric Heat Pump Split HSPF:8.2 18 kBtu/hr 3 sys#3 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 2 Central Unit Split SEER:14 18 kBtu/hr 540 cfm 0.75 2 sys#2 3 Central Unit Split SEER: 14 18 kBtu/hr 540 cfm 0.75 3 sys#3 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.86 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 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 6 248.53 Attic 62.133 Default Leakage Attic (Default) (Default) 1 1 2 Attic 6 248.53 Attic 62.133 Default Leakage 2nd Floor (Default) (Default) 2 2 3 Attic 6 248.53 Attic 62.133 Default Leakage Attic (Default) (Default) 3 3 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb [ Mar Apr Ma X Jun X Jul Au Se Oct Nov Dec HeatinJan f XjFeb [Xd Mar APr May f Jun f Jul jXj Auf Sep Oct XNov XDec Ventin Jan [ ]Feb X Mar [X]A r [ Ma [ Jun [ Jul Aug [ Se [X]Oct [X]Nov [ Dec 9/27/2017 2:10 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 6 FORM R405-2014 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 9/27/2017 2:10 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 6 of 6 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 92 The lower the EnergyPerformance Index, the more efficient the home. 1741 Maritime Oak Drive, 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 4419.90 ft' b. N/A R= ft 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=22.0 2907.00 ft2 6. Conditioned floor area(ft2) 3728 b.Knee Wall(Unvented) R=0.0 58.60 ft2 7. Windows- Description Area c. N/A R= ft2 2 a. U-Factor: Dbl,U=0.35 759.72 ft2 11.Ducts R ft a.Sup:Attic,Ret:Attic,AH:Attic 6 248.53 SHGC: SHGC=0.22 b. Sup: Attic,Ret:Attic,AH:2nd Floor 6 248.53 b. U-Factor: N/A ft2 c.Sup:Attic, Ret:Attic,AH:Attic 6 248.53 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 36.0 SEER:14.00 SHGC: b.Central Unit 18.0 SEER:14.00 d. U-Factor: N/A ft2 c.Central Unit 18.0 SEER:14.00 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 36.0 HSPF:8.20 Area Weighted Average Overhang Depth: 4.526 ft. b. Electric Heat Pump 18.0 HSPF:8.20 Area Weighted Average SHGC: 0.220 c. Electric Heat Pump 18.0 HSPF:8.20 8. Floor Types Insulation Area 14.Hot water systems 2 a. Natural Gas Cap: 1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2091.00 ft EF:0.86 b.Floor Over Other Space R=0.0 821.00 ft2 c.other(see details) R= 816.00 ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building ,TYJE ST Construction through the above energy saving features which will be installed (or exceeded) ♦0 in this home before final inspection. Otherwise, a new EPL Display Card will be completed �tkIT,,�''% { based on installed Code compliant features. Builder Signature: Date: Address of New Home: `q�I ryJ4&V k; dal _ � .e City/FL Zip:&t ✓.�,coD WF 1(L r"Ul L 13fuUt t 32,733 *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 9/27/2017 2:11 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 1741 Maritime Oak Drive Permit Number: F Atlantic Beach , FL, MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 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 Statues]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 compliance for the building.A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O 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 402.4.1.1,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 of not exceeding 5 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by 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. O R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage.Windows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/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. O R402.4.4 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 Us)when tested in accordance with ASTM E 283 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. R403.1.1 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. R403.2.2 Sealing(Mandatory)AII ducts,air handlers,and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction or rough-in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes,or as authorized by Florida Statutes,to be"substantially leak free"by either of the following: 1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 L/min)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufacturer's air handler enclosure.All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm (85 Umin)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 9/27/2017 2:11 PM EnergyGaugeOO USA-FlaRes2014 -Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) ❑ R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑ R403.3 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., R403.3.1 Protection of piping insulation. ❑ R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. ❑ R403.4.3 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 1/2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. ❑ R403.4.4 Water heater efficiencies(Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 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). R403.4.4.1.2 Shutdown. 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. O R403.4.4.2 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 met the criteria Section R403.4.4.2.1. R403.4.4.2.1 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. ❑ R403.5 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. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ❑ R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 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 which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 9/27/2017 2:11 PM EnergyGaugeOO USA-FlaRes2014 -Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capacity of equipment may be sized in accordance with good design practice. 0 R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. 0 R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F,and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. ❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 0 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or solar energy source computed over an operating season. ❑ RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. 0 R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ❑ R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 9/27/2017 2:11 PM EnergyGaugeOO USA-FlaRes2014 -Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: RIVER3728(Revised) Builder Name: Riverside Homes Street: 1741 Maritime Oak Drive Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach, FL , Permit Number: Owner: Vesey Residence Jurisdiction: 261100 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. / Windows, skylights and doors The space between window/doorjambs and framing and skylights and framing shall be sealed. l/ Rim joists Rim joists are insulated and include an air barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. j The air barrier shall be installed at any exposed edge of insulation. t/ Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. I Exposed earth in unvented crawl spaces shall be covered with a Class I IV vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available vim. space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. ✓ Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 9/27/2017 2:12 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: RIVER3728(Revised) Builder Name: Riverside Homes Street: 1741 Maritime Oak Drive Permit Office: City of Atlantic Beach City,State,Zip: Atlantic Beach, FL , Permit Number: Design Location: FL,Jacksonville Jurisdiction: 261100 Cond. Floor Area:: 3728 sq.ft. Cond.Volume: 35643 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): Single or Multi Point Test Data HOUSE PRESSURE FLOW: ELA: 1 Pa cfm Eq LA: 2 Pa cfm ACH: 3 Pa cfm ACH(50): 4 Pa cfm 5 Pa cfm SLA: 6 Pa cfm R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals).Where required by the code official,testing shall be conducted by 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 Where required by the code official, o�TE STAT performance results demonstrate compliance testing shall be conducted by an �Q� r �O� with Florida Energy Code requirements in approved third party. A written "' N accordance with Section R402.4.1.2. report of the results of the test shall be signed by the third party conducting the test and provided to -Q.'G - SIGNATURE: the code official. *f�► "' 'S$ cob ,�go� PRINTED NAME: ,N,E BUILDING OFFICIAL: DATE: DATE: 9/27/2017 2:12 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: RIVER3728 - - wrightsoft, Date: 09/27/17 1st System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville, FL 32256 Phone:904.722.8995 Fax:904.722.8944 Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904.503.7055 Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 23219 Btuh Entering coil DB: 77.4°F Outdoor design WB:77.0°F Latent gain: 6281 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 29500 Btuh Indoor RH: 50% Estimated airflow: 1100 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer- Carrier Model: CH14NB0360000BO+FB4CNP036L Actual airflow: 1100 cfm Sensible capacity: 24420 Btuh 105% of load Latent capacity: 8580 Btuh 137% of load Total capacity: 33000 Btuh 112% of load SHR: 74% Heating Equipment Design Conditions Outdoor design DB: 32.0'F Heat loss: 35021 Btuh Entering coil DB: 68.8°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000BO+FB4CNP036L Actual airflow: 1100 cfm Output capacity: 33800 Btuh 97% of load Capacity balance: 34 °F Supplemental heat required: 1221 Btuh Economic balance:-99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1100 cfm Output capacity: 11.9 kW 116% of load Temp. rise: 42 °F Meets are all requirements of ACCA Manual S. 2017-Sep-27 14:01:47 ^ wrightSOft° Right-Suite®Universal 2017 17.0.23 RSU13256 Page 1 i�.+� ,..side Homes\ATLANTIC Beach CC\ABCC99(Vesesy).rup Calc=MJ8 Front Door faces:SW + - Manual S Compliance Report Job: RIVER3728 wrightsoft` Date: 09/27117 2nd System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road, Suite#204,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 Cooling Equipment Design Conditions Outdoor design DB: 93.0'F Sensible gain: 13461 Btuh / Entering coil DB: 76.5°F Outdoor design WB:77.0'F Latent gain: 4573 Btuh (/ Entering coil WB: 63XF Indoor design DB: 75.0°F Total gain: 18034 Btuh Indoor RH: 50% Estimated airflow: 593 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier Model: CHI 4NB0180000AO+FB4CNP018L Actual airflow: 593 cfm Sensible capacity: 12460 Btuh 93% of load Latent capacity: 5340 Btuh 117% of load V Total capacity: 17800 Btuh 99% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 32.0'F Heat loss: 15837 Btuh Entering coil DB: 69.2'F Indoor design DB: 70.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier Model: CH14NB0180000AO+FB4CNP018L Actual airflow: 593 cfm Output capacity: 17600 Btuh 111% of load Capacity balance: 31 'F Supplemental heat required: 0 Btuh Economic balance:-99 'F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 593 cfm Output capacity: 5.6 kW 120% of load Temp. rise: 37 'F Meets are all requirements ofACCA Manual S. 2017-Sep-27 14:01:47 �+ wri ghtSOft' Right-Suite®Universal 2017 17.0.23 RSU13256 Page 2 iCCk ...side Homes\ATLANTIC Beach CC\ABCC99(Vesesy).rup Calc=MJ8 Front Door faces:SW Manual S Compliance Report Job: RIVER3728 Wriig. htsoft, Date: 09127/17 3rd System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville, FL 32256 Phone:904.722.8995 Fax:904.722.8944 Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 13167 Btuh / Entering coil DB: 76.5°F Outdoor design WB: 77.0°F Latent gain: 4071 Btuh V Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 17238 Btuh Indoor RH: 50% Estimated airflow: 593 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitASHP Manufacturer: Carrier Model: CHI 4NB0180000AO+FB4CNP018L Actual airflow: 593 cfm / Sensible capacity: 12460 Btuh 95% of load V/ Latent capacity: 5340 Btuh 131% of load Total capacity: 17800 Btuh 103% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 32.0°F Heat loss: 13324 Btuh Entering coil DB: 69.2°F Indoor design DB: 70.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0180000AO+FB4CNP018L Actual airflow: 593 cfm Output capacity: 17600 Btuh 132% of load Capacity balance: 27 °F Supplemental heat required: 0 Btuh Economic balance:-99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 593 cfm Output capacity: 5.6 kW 144% of load Temp. rise: 26 °F Meets are all requirements ofACCA Manual S. 2017-Sep-27 14:01:47 4 wrightsoft' Right-Suite®Universal 2017 17.0.23 RSU13256 Page 3 /CCK...side Homes\ATLANTIC Beach CC\ABCC99(Vesesy).rup Calc=MJ8 Front Door faces:SW Project Summar Job: RIVER3728 - - wrightsoft, Date: 09/27/17 Entire House By: DRS A/C Masters HVAC, Inc. 445 Tresca Road, Suite#204,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 Notes: Lot 99,Atlantic Beach C. C. Vesey Residence REVISED 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 52343 Btuh Structure 35032 Btuh Ducts 11839 Btuh Ducts 14494 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 64182 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 49526 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 11776 Btuh Ducts 3148 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling Area (ft') 3728 3728 Equipment latent load 14924 Btuh Volume (ft3) 35643 35643 Air changes/hour 0.28 0.15 Equipment Total Load (Sen+Lat) 64451 Btuh Equiv.AVF (cfm) 166 89 Req. total capacity at 0.70 SHR 5.9 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WYI htsoft' 2017-Sep-2714:01:47 Right-Suite®Universal 2017 17.0.23 RSU13256 Page 1 oCCK ...side Homes\ATLANTIC Beach CC\ABCC99(Vesesy).rup Calc=MJ8 Front Door faces:SW Project Summar Job: RIVER3728 - - wrightsoft- Date: 09/27/17 1st System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 • • • For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904.503.7055 Notes: Lot 99,Atlantic Beach C. C. Vesey Residence REVISED 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 28240 Btuh Structure 14799 Btuh Ducts 6781 Btuh Ducts 8420 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 35021 Btuh Use manufacturer's data y Rate/swing multiplier 1 a. Infiltration E 132 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4441 Btuh Ducts 1839 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft') 2091 2091 Equipment latent load tuh Volume (ft') 20910 20910 Air changes/hour 0.24 0.13 Equipment Total Load (Sen+Lat) _ZE[5 Btuh Equiv.AVF (cfm) 85 45 Req. total capacity at 0.74 SHR 2.6 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0360000BO Cond CH14NB0360000B0 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 0.031 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.79 Capacity balance point = 34 °F Backup: Input = 12 kW, Output= 40598 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wriiht3Of't` 2017-Sep-27 2 Right-Suite®Universal 2017 17.0.23 RSU13256 Page 2 ACC.-K ...side Homes\ATLANTIC Beach CC\ABCC99(Vesesy).rup Calc=MJ8 Front Door faces: SW Project Summar Job: RIVER3728 - - wrightsoft, Date: 09/27/17 2nd System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road, Suite#204,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 Proiect Information For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904.503.7055 Notes: Lot 99,Atlantic Beach C. C. Vesey Residence REVISED 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 13308 Btuh Structure 10378 Btuh Ducts 2528 Btuh Ducts 3083 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 15837 Btuh Use manufacturer's data y Rate/swing multiplier 1 Infiltration EEuipment s ulnad 46 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3921 Btuh Ducts 653 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft') 821 821 Equipment latenilaa�l 57 Btuh Volume (ft') 7389 7389 Air changes/hour 0.34 0.18 Equipment Total Load (Sen+Lat) 03 tuh Equiv.AVF (cfm) 42 23Req. totcT apaclty at 0.70 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0180000A0 Cond CH14NB0180000A0 AHRI ref 9162108 Coil FB4CNP018L AHRI ref 9162108 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 12460 Btuh Heating output 17600 Btuh @ 47°F Latent cooling 5340 Btuh Temperature rise 27 °F Total cooling 17800 Btuh Actual air flow 593 cfm Actual air flow 593 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.75 Capacity balance point = 31 °F Backup: Input= 6 kW, Output = 19023 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WYI FIYSOfC 2017-Sep-2714:01:47 Right-Suite®Universal 2017 17.0.23 RSU13256 Page 3 ACC;14, ...side Hames\ATLANTIC Beach CC\ABCC99(Vesesy).rup Calc=MJ8 Front Door faces:SW Project Summar Job: RIVER3728 - - wrightsoft Date: 09/27/17 3rd System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL 32256 Phone:904.722.8995 Fax 904.722.8944 • • • For: Riverside Homes 12276 San Jose Boulevard, Suite#120, Jacksonville, FL 32223 Phone: 904.503.7055 Notes: Lot 99,Atlantic Beach C. C. Vesey Residence REVISED 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 10794 Btuh Structure 10082 Btuh Ducts 2530 Btuh Ducts 3085 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 13324 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load tuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3415 Btuh Ducts 656 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft') 816 816 Equipment latent load 07 Btuh Volume (ft') 7344 7344 Air changes/hour 0.32 0.17 Equipment Total Load (Se t) _1�Btuh Equiv.AVF (cfm) 39 21 Req. total capacityty at 0-775 P:T 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0180000A0 Cond CH14NB0180000A0 AHRI ref 9162108 Coil FB4CNP018L AHRI ref 9162108 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 12460 Btuh Heating output 17600 Btuh @ 47°F Latent cooling 5340 Btuh Temperature rise 27 °F Total cooling 17800 Btuh Actual air flow 593 cfm Actual air flow 593 cfm Air flow factor 0.045 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.76 Capacity balance point = 27 °F Backup: Input= 6 kW, Output = 19218 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrii htSOft" 2017-Sep-27 14:age 4 ~ � Right-Suite®Universal 2017 17.0.23 RSU13256 Page 4 AC.CI� ...side Homes\ATLANTIC Beach CC\ABCC99(Vesesy).rup Calc=MJ8 Front Door faces:SW wrightsoft Right-JO Worksheet Job: R Entire House Date: 09//27/1727/17 28 By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 1 Room name Entire House 1 st System 2 Exposed wall 468.6 ft 221.0 ft 3 Room height 9.6 ft 10.0 ft 4 Room dimensions 5 Room area 3728.0 ft' 2091.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ftp Load number (Btuh/ftp°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-Osw 0.068 ne 2.58 1.46 981 642 1659 939 533 312 806 456 3A-2ov 0.350 ne 13.30 37.00 72 0 958 2664 0 0 0 0 3A-2ov 0.350 ne 13.30 14.43 25 0 333 361 0 0 0 0 3A-2ov 0.350 ne 13.30 13.18 221 0 2939 2913 221 0 2939 2913 11 11J0 0.600 ne 22.80 18.36 21 21 479 386 0 0 0 0 W 12E-Osw 0.068 se 2.58 1.46 1181 1061 2742 1551 573 496 1282 725 3A-2ov 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 se 13.30 7.09 43 61 572 305 0 5 0 0 3A-2ov 0.350 se 13.30 4.70 77 118 1024 362 77 118 1024 362 W 12E-Osw 0.068 sw 2.58 1.46 1060 832 2150 1216 554 430 1111 629 3A-2ov 0.350 sw 13.30 38.43 62 0 825 2382 0 0 0 0 3A-2ov 0.350 sw 13.30 7.09 42 54 559 298 0 0 0 0 3A-2ov 0.350 sw 13.30 4.70 57 88 758 268 57 88 758 268 D 11 JO 0.600 sw 22.80 18.36 67 67 1528 1230 67 67 1528 1230 IW 12E-Osw 0.068 nw 2.58 1.46 1200 1039 2685 1519 592 538 1390 787 f- C; 3A-2ov 0.350 nw 13.30 37.00 50 0 665 1850 0 0 0 0 3A-2ov 0.350 nw 13.30 14.43 57 0 758 822 0 0 0 0 3A-2ov 0.350 nw 13.30 13.18 54 0 718 712 54 0 718 712 12E-0sw 0.068 - 0.00 0.00 0 0 0 0 0 0 0 0 D 11 JO 0.600 w 0.00 0.00 0 0 0 0 0 0 0 0 P 16A-7td 0.112 - 4.26 8.30 514 514 2188 4266 0 0 0 0 C 16X19-Oad 0.408 w 2.15 1.59 2907 2907 6255 4622 1270 1270 2733 2019 F 20P-19c 0.050 - 1.90 0.70 816 816 1550 575 0 0 0 0 F 22A-tph 1.358 w 51.60 0.00 2091 321 16555 0 2091 202 10414 0 6 c)AED excursion 2479 1341 Envelope loss/gain 47897 31720 24703 11442 12 a) Infiltration 6945 1762 3537 898 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 2 460 Appliances/other 12900 1 12000 Subtotal(lines 6 to 13) 54843 37532 28240 14799 Less external load 2500 2500 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 52343 35032 28240 14799 15 Duct loads 123% 42% 11839 14494 24% 57%1 6781 8420 Total room load 64182 49526 35021 23219 Air required (cfm) 2286 2286 1100 1100 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Ad- wtl`rightSQft'. 2017-Sep-2714:01:47 Right-SuiteOO Universal 2017 17.0.23 RSU13256 Page 1 ' �� ...side Homes\ATLANTIC Beach CC\ABCC99(Vesesy).rup Calc=MJ8 Front Door faces:SW 'Fr" Wrlghtso�t Right-JO Worksheet Job: R/27/1728 Entire House Date: 09127/17 By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 1 Room name 2nd System 3rd System 2 Exposed wall 131.6 ft 116.0 ft 3 Room height 9.0 ft 9.0 ft 4 Room dimensions 5 Room area 821.0 ft' 816.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 612E-Osw 0.068 ne 2.58 1.46 232 160 413 234 216 170 439 249 3A-2ov 0.350 ne 13.30 37.00 72 0 958 2664 0 0 0 0 3A-2ov 0.350 ne 13.30 14.43 0 0 0 0 25 0 333 361 3A-2ov 0.350 ne 13.30 13.18 0 0 0 0 0 0 0 0 11 D 11J0 0.600 ne 22.80 18.36 0 0 0 0 21 21 479 386 IW 12E-Osw 0.068 se 2.58 1.46 302 302 780 442 306 263 680 385 1� 3A-2ov 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 se 13.30 7.09 0 0 0 0 43 56 572 305 3A-2ov 0.350 se 13.30 4.70 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 sw 2.56 1.46 290 228 589 333 216 174 450 254 3A-2ov 0.350 sw 13.30 38.43 62 0 825 2382 0 0 0 0 3A-2ov 0.350 sw 13.30 7.09 0 0 0 0 42 54 559 298 3A-2ov 0.350 sw 13.30 4.70 0 0 0 0 0 0 0 0 D 11 JO 0.600 sw 22.80 18.36 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 nw 2.58 1.46 302 252 651 368 306 249 643 364 3A-2ov 0.350 nw 13.30 37.00 50 0 665 1850 0 0 0 0 3A-2ov 0.350 nw 13.30 14.43 0 0 0 0 57 0 758 822 3A-2ov 0.350 nw 13.30 13.18 0 0 0 0 0 0 0 0 12E-Osw 0.068 - 0.00 0.00 0 0 0 0 0 0 0 0 D 11 JO 0.600 w 0.00 0.00 0 0 0 0 0 0 0 0 P 16A-7td 0.112 - 4.26 8.30 59 59 251 490 455 455 1936 3776 C 16X19-Oad 0.408 w 2.15 1.59 821 821 1767 1305 816 816 1756 1297 F 20P-19c 0.050 - 1.90 0.70 0 0 0 0 816 816 1550 575 F 22A-tph 1.358 w 51.60 0.00 0 119 6141 0 0 0 0 0 6 c)AED excursion 0 1365 Envelope loss/gain 13040 10069 10155 10436 12 a) Infiltration 1769 449 1640 416 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 1 230 Appliances/other 1900 10 Subtotal(lines 6 to 13) 14808 11878 11794 11082 Less external load 1500 1500 1000 1000 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 13308 10378 10794 10082 15 Duct loads 1 19% 30% 2528 3083 23% 31% 2530 3085 Total room load 15837 13461 13324 13167 Air required(cfm) 593 593 593 593 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WTI WI'1 htSof#'. 2017-Sep-2714:01:47 Right-Suite@ Universal 2017 17.0.23 RSU13256 Page 2 ACCk ...side Homes\ATLANTIC Beach CC\ABCC99(Vesesy).rup Calc=MJ8 Front Door faces:SW - +- wrightsoft Right-JO Worksheet Job: RIVER3728 1st System Date: 09/27/17 By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 1 Room name 1st System 1st Floor 2 Exposed wall 221.0 ft 221.0 ft 3 Room height 10.0 ft 10.0 ft heat/cool 4 Room dimensions 2091.0 x 1.0 ft 5 Room area 2091.0 ft' 2091.0 ft' Ty Construction U-value Or HTM Area (w) Load Area (ftp Load number (Btuh/ftp-°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-Osw 0.068 ne 2.58 1.46 533 312 806 456 533 312 806 456 3A-2ov 0.350 ne 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 ne 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 ne 13.30 13.18 221 0 2939 2913 221 0 2939 2913 11 11J0 0.600 ne 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 se 2.58 1.46 573 496 1282 725 573 496 1282 725 3A-2ov 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 se 0.00 0.00 0 5 0 0 0 3 0 0 3A-2ov 0.350 se 13.30 4.70 77 118 1024 362 77 59 1024 362 W 12E-0sw 0.068 sw 2.58 1.46 554 430 1111 629 554 430 1111 629 3A-2ov 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 sw 13.30 4.70 57 88 758 268 57 44 758 268 11J0 0.600 sw 22.80 18.36 67 67 1528 1230 67 67 1528 1230 t-G W 12E-Osw 0.068 nw 2.58 1.46 592 538 1390 787 592 538 1390 787 3A-2ov 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 nw 13.30 13.18 54 0 718 712 54 0 718 712 R- 12E-Osw 0.068 - 0.00 0.00 0 0 0 0 0 0 0 0 LD 11 JO 0.600 w 0.00 0.00 0 0 0 0 0 0 0 0 P 16A-7td 0.112 - 0.00 0.00 0 0 0 0 0 0 0 0 C 16X19-Oad 0.408 w 2.15 1.59 1270 1270 2733 2019 1270 1270 2733 2019 F 20P-19c 0.050 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tph 1.358 w 51.60 0.00 2091 202 10414 0 2091 202 10414 0 6 c)AE D excursion 1341 1341 Envelope loss/gain 24703 11442 24703 11442 12 a) Infiltration 3537 898 3537 898 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 2000 2000 Subtotal(lines 6 to 13) 28240 14799 28240 14799 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 28240 14799 28240 14799 15 Duct loads 24% 57% 6781 8420 24% 57% 6781 8420 Total room load 35021 23219 35021 23219 Air required(cfm) 1100 1100 1100 1100 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wri htsoft' 2017-Sep-2714:01:47 9 Right-Suite®Universal 2017 17.0.23 RSU13256 Page 3 �� ...side Homes\ATLANTIC Beach CC\ABCC99(Vesesy).rup Calc=MJ8 Front Door faces:SW °�- wrightsoft Right-JO Worksheet Job: RIVER3728 2nd System Date: 09/27/17 By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 1 Room name 2nd System 2nd Floor 2 Exposed wall 131.6 ft 131.6 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 821.0 x 1.0 ft 5 Room area 821.0 fN 821.0 ft2 Ty Construction U-value Or HTM Area (ft') Load Area (ftj Load number (Btuh/ft °F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) He.t7 Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-Osw 0.068 ne 2.58 1.46 232 160 413 234 232 160 413 234 3A-2ov 0.350 ne 13.30 37.00 72 0 958 2664 72 0 958 2664 3A-2ov 0.350 ne 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 D 11 JO 0.600 ne 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 se 2.58 1.46 302 302 780 442 302 302 780 442 3A-2ov 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 sw 2.58 1.46 290 228 589 333 290 228 589 333 b3A-2ov 0.350 sw 13.30 38.43 62 0 825 2382 62 0 825 2382 3A-2ov 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 D 11J0 0.600 sw 0.00 0.00 0 0 0 0 0 0 0 0 IW 12E-Osw 0.068 nw 2.58 1.46 302 252 651 368 302 252 651 368 3A-2ov 0.350 nw 13.30 37.00 50 0 665 1850 50 0 665 1850 3A-2ov 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 q 12E-Osw 0.068 - 0.00 0.00 0 0 0 0 0 0 0 0 I-p 11 JO 0.600 w 0.00 0.00 0 0 0 0 0 0 0 0 P 16A-7td 0.112 - 4.26 8.30 59 59 251 490 59 59 251 490 C 16X19-Oad 0.408 w 2.15 1.59 821 821 1767 1305 821 821 1767 1305 F 20P-19c 0.050 - 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tph 1.358 w 51.60 0.00 0 119 6141 0 0 119 6141 0 6 c)AED excursion 0 0 Envelope loss/gain 13040 10069 13040 10069 12 a) Infiltration 1769 449 1769 449 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 900 900 Subtotal(lines 6 to 13) 1 14808 11878 14808 11878 Less external load 1500 1500 1500 1500 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 13308 10378 13308 10378 15 Duct loads 19% 30% 2528 3083 19% 30% 25281 3083 Total room load 15837 13461 15837 13461 Air required(cfm) 593 5931 1 593 593 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrrigh#SOrtt` 2017-Sep-2714:01:47 Right-Suite@ Universal 2017 17.0.23 RSU13256 Page 4 �� ...side Homes\ATLANTIC Beach CC\ABCC99(Vesesy).rup Calc=MJ8 Front Door faces:SW - -wrightsoft Right-JO Worksheet Job: RIVER3728 3rd System Date: 09/27/17 By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL 32256 Phone:904.722.8995 Fax 904.722.8944 1 Room name 3rd System Garage Apt 2 Exposed wall 116.0 ft 116.0 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 816.0 x 1.0 ft 5 Room area 816.0 ft' 816.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 W 12E-Osw 0.068 ne 2.58 1.46 216 170 439 249 216 170 439 249 3A-2ov 0.350 ne 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 ne 13.30 14.43 25 0 333 361 25 0 333 361 3A-2ov 0.350 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 11 JO 0.600 ne 22.80 18.36 21 21 479 386 21 21 479 386 12E-Osw 0.068 se 2.58 1.46 306 263 680 385 306 263 680 385 3A-2ov 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 se 13.30 7.09 43 56 572 305 43 28 572 305 3A-2ov 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 sw 2.58 1.46 216 174 450 254 216 174 450 254 3A-2ov 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 sw 13.30 7.09 42 54 559 298 42 27 559 298 3A-2ov 0.350 sw 0.00 0.00 0 0 0 0 0 0 0 0 11J0 0.600 sw 0.00 0.00 0 0 0 0 0 0 0 0 IW 12E-Osw 0.068 nw 2.58 1.46 306 249 643 364 306 249 643 364 3A-2ov 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 3A-2ov 0.350 nw 13.30 14.43 57 0 758 822 57 0 758 822 3A-2ov 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 - 0.00 0.00 0 0 0 0 0 0 0 0 11 JO 0.600 w 0.00 0.00 0 0 0 0 0 0 0 0 P 16A-7td 0.112 - 4.26 8.30 455 455 1936 3776 455 455 1936 3776 C 16X19-Oad 0.408 w 2.15 1.59 816 816 1756 1297 816 816 1756 1297 F 20P-19c 0.050 - 1.90 0.70 816 816 1550 575 816 816 1550 575 F 22A-tph 1.358 w 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 1365 1365 Envelope loss/gain 10155 10436 10155 10436 12 a) Infiltration 1640 416 1640 416 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 1 230 Appliances/other 10 0 Subtotal(lines 6 to 13) 11794 11082 11794 11082 Less extemal load 1000 1000 1000 1000 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 10794 10082 10794 10082 15 Duct loads 23% 31% 25301 3085 23% 31% 2530 3085 Total room load 13324 13167 13324 13167 Air required(cfm) 1593 593 593 593 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ft" 2017-Sep-2714:01:47 WYI Nt50 Right-Suite®Universal 2017 17.0.23 RSU13256 Page 5 ...side Homes\ATLANTIC Beach CC\ABCC99(Vesesy).rup Calc=MJ8 Front Door faces:SW Building Analysis Job: RIVER3728 wrightsoft g M Date: 09/27/17 Entire House By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL 32256 Phone:904.722.8995 Fax 904.722.8944 Project Information 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 Simplified Wet bulb (°F) - 77 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 ME Component Btuh/ft' Btuh % of load Walls 2.8 11423 17.1 Walls Ducts Glazing 13.3 10108 15.2 Doors 22.8 2006 3.0 Ceilings 2.2 6255 9.4 Infiltration Floors 6.2 18105 27.2 Glazing Infiltration 1.6 6945 10.4 Ducts 11839 17.8 Piping 0 0 Doors Humidification 0 0 Ceilings Floors Ventilation 0 0 Adjustments -2500 Total 64182 100.0 Component Btuh/ft 2 Btuh % of load Walls 2.3 9491 18.2 Glazing 20.3 15416 29.6 Walls Internal Gains Doors 18.4 1616 3.1 Ceilings 1.6 4622 8.9 Floors 0.2 575 1.1 Ducts Infiltration 0.4 1762 3.4 Ducts 14494 27.9 Ventilation 0 0 Internal gains 4050 7.8 Glazing Blower 0 0 Infiltration Adjustments -2500 other Total 49526 100.0 Doors Ceilings Latent Cooling Load = 14924 Btuh Overall U-value = 0.212 Btuh/ft2-°F Data entries checked. 2017-Sep-27 14:01:50 At wrilghtsoft' Right-Suite®Universal 2017 17.0.23 RSU13256 Page 1 flCdk...side Homes\ATLANTIC Beach CC\ABCC99(Vesesy).rup Calc=MJ8 Front Door faces:SW Building Anal Job: RIVER3728 - wrightsoft g Y$I$ Date: 09/27/17 ,St System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,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 ON 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 Simplified Wet bulb (°F) - 77 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 111INNO"Mm, • Component Btuh/ft' Btuh % of load Walls 2.6 4589 13.1 Walls Glazing 13.3 5440 15.5 Ducts Doors 22.8 1528 4.4 Ceilings 2.2 2733 7.8 Glazing Floors 5.0 10414 29.7 Infiltration Infiltration 1.6 3537 10.1 Ducts 6781 19.4 Doors Piping 0 0 Ceilings Humidification 0 0 Floors Ventilation 0 0 Adjustments 0 Total 35021 100.0 Component Btuh/ft' Btuh % of load Walls 1.5 2597 11.2 Glazing 13.7 5596 24.1 Walls Internal Gains Doors 18.4 1230 5.3 Ceilings 1.6 2019 8.7 Floors 0 0 0 Infiltration 0.4 898 3.9 Glazing Ducts 8420 36.3 Ventilation 0 0 Ducts Internal gains 2460 10.6 Blower 0 0 Daors Adjustments 0 Ceilings Infiltration Total 2321191 100.0 Latent Cooling Load = 6281 Btuh Overall U-value = 0.195 Btuh/ft2-°F Data entries checked. Wrl htSoft' 2017-Sep-2714:01:50 Right-Suite®Universal 2017 17.0.23 RSU13256 Page 2 /Tr�t ...side Homes\ATLANTIC Beach CC\ABCC99(Vesesy).rup Calc=MJ8 Front Door faces:SW Building Anal Job: RIVER3728 - - wrightsoft�` g Y$I$ Date: 09127117 2nd System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road, Suite#204,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904.503.7055 Design C• • • Location: Indoor: Heating Cooling Jacksonville, Int'!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 Simplified Wet bulb (°F) - 77 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 ff MW Component Btuh/ft2 Btuh % of load Walls 2.7 2685 15.5 Glazing 13.3 2447 14.1 Walls Ducts Doors 0 0 0 Ceilings 2.2 1767 10.2Infiltration Floors 0 6141 35.4 Glazing_; Infiltration 1.6 1769 10.2 Ducts 2528 14.6 Piping 0 0 Ceilings Humidification 0 0 Floors Ventilation 0 0 Adjustments -1500 Total 15837 100.0 Component Btuh/ft2 Btuh % of load Walls 1.9 1867 12.5 Glazing 37.5 6897 46.1 Walls Internal Gains Doors 0 0 0 Ceilings 1.6 1305 8.7 Ducts Floors 0 0 0 j Infiltration 0.4 449 3.0 Ducts 3083 20.6 Ventilation 0 0 Internal gains 1360 9.1 Infiltration Blower 0 0 Glazing Ceilings Adjustments -1500 Total 13461 100.0 Latent Cooling Load = 4573 Btuh Overall U-value = 0.315 Btuh/ft2-°F Data entries checked. '�- �. 2017-Sep-2714:01:50 W11 ftSCf ` Right-Suite@ Universal 2017 17.0.23 RSU13256 Page 3 oCC-N ...side Homes\ATLANTIC Beach CC\ABCC99(Vesesy).rup Calc=MJ8 Front Door faces:SW Building Analysis Job: RIVER3728 - wrightsofttj g Date: 09/27/17 3rd System By: DRS A/C Masters HVAC, Inc. 445 Tresca Road,Suite#204,Jacksonville,FL 32256 Phone:904.722.8995 Fax:904.722.8944 Project Information For: Riverside Homes 12276 San Jose Boulevard, Suite #120, Jacksonville, FL 32223 Phone: 904.503.7055 Design C• • • Location: Indoor: Heating Cooling Jacksonville, Int'IAirport, 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 Simplified Wet bulb (°F) - 77 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Component Btuh/ft' Btuh % of load Walls 3.2 4148 29.0 Glazing 13.3 2221 15.5 Ducts Doors 22.8 479 3.3 Walls Ceilings 2.2 1756 12.3 Floors 1.9 1550 10.8 Infiltration Infiltration 1.6 1640 11.4 Ducts 2530 17.7 Piping 0 0 Floors Humidification 0 0 Glazing Ventilation 0 0 Doors Ceilings Adjustments -1000 Total 13324 100.0 • • Component Btuh/ft2 Btuh % of load Walls 3.8 5028 35.5 Other Glazing 18.9 3150 22.2 Doors 18.4 386 2.7 Ducts Ceilings 1.6 1297 9.2 Walls Floors 0.7 575 4.1 Infiltration 0.4 416 2.9 Infiltration Ducts 3085 21.8 Ventilation 0 0 Floors Internal gains 230 1.6 Blower 0 0 Ceilings Adjustments -1000 Glazing Doors Total 13167 100.0 Latent Cooling Load = 4071 Btuh Overall U-value = 0.177 Btuh/ft2-°F Data entries checked. CI FliSO1FC„ 2017-Sep-2714:01:50 W g Right-Suite®Universal 2017 17.0.23 RSU13256 Page 4 I CCC ...side Homes\ATLANTIC Beach CC\ABCC99(Vesesy).rup Calc=MJ8 Front Door faces:SW NOTES IAN>. S AAE A"IZOX-A-I, 'NS,1HD NZE5;.1ffV TO M&5 5RECIFCkT[0145 F09 90(1GH O"NINCi5 IXE)? 0 r. —O-SindMIASHKAES-d,rd, 3)-- FrIal-L. CIO TIM CFW. l7qv Stni—' t — D,QSi,,,—I,Am X Length TEL. z z" Eli C CFM o,D-4M WIC VFNPPY -51 GARAGE A OWNER'S SUITE l 40p REVISIONS L _Ivy* POY STUDY, 1.b IVER-SIDE 90, HOMES PINING KII-CHEM, Build With Co.fid-- In76 S,,.J—BIW.,&dle 120 ...... 5Q.FTG.CALCULATIONS J.k—&.1-1-m 3UD 172091 Gff:(M).9.1650 2NO rLOOR LrAhr— &P CaARKa= DID 71P YOTAI.LIVING 3726 Iva,H Lot 99 AGE LANAI Z� CAR ar ENMY 31 L W9 Atlantic Beach BREE EW AY 73 FOYER 0.�C-GNE E T W Country Club S"rMr.6 2 31 1 FAMILY Vesey Residence First Floor Plan 1741 NWX��O�U Dd� All"ji, 3=33 -1D.-By ARA Sheet 07.052017 15t FLOOR FLANB MECHARICAL EQUIPMENT NOTES: FRAMER: FS" -2-PX75ING�VA5-ALLDEM26 c. a VOTE IO CAGE SIrE-STEEL YA-�NOOFFKN�-INTOGARA&C ALLO.F-• DESIGN BY FD'R, MCI—LSTAIFIFI AIC—C-1311 &L SMOFW�NCAL EQU---,-AND LCFACfA5TTWAR 1'T'E'�JD5WS !Al�� tEr �Thtr �L OR AKE� DELAMING BY �.S&KLR M�7 S,Y,J—DI�d 1 NOTES I.DWRS MN IMFJONS ME A"ROXIVATL FVJI 1 P5:5:REFE2 To Aft5 SPEC!F:(AF:GT'S FDg Ra./GN OIENFGS P!:.'aC fRltN A/ 40-1 i! w DINETTE ell BATH �'f-I r—--=-- — _.._.._.._-- -----, GUEST SUITE REVISIONS vil i Duct Sized per ASHRAE Stendertls /FRS ;�':Io "— Fridion Loss• ,02', Sack. 't 7X� m Tot.]CFMj.710 Duff Skn shown In Ana X lrngth TEL.161 Sued RIVERSIDE C•CFM on Drawin[ Frktian loss.r�UB Stantlartls(,f'••' S�e1C 1. HOMES T-1 CFMs•J,Z/ V Duct Sins shown In Area%Length ATH 82 yefn n TEL. D , qx/G BR CEL on Drrwing Build With•Confidence q° .� BR#3 7Xro "` zzz2a sin la.eAr.3w/rzm GUEST SUITE OVEK&AKhvt lrrb.-114 Fb d•32223 7Po $ r^v olfn:f90`).=0 4a Lot 99 Atlantic Beach g Country Club 0 Vese. Residence rron�oLOFT . x� t �. -• Y F. Second Floor Plan 111=1,7,Oelo3?Z33 6Xm AWntk Becn,Fl.Drive w Dns By Sncei ARJ/MA •'s Drte 07.03.7017 2 Pan Canis-H 9 2nd FLOOR FLAN DESIGN BY: ltlt—e—11-It DRAFTINlplG BY 12629 S.J,.O Illnl sahvaz J.rswn.ul.,FL JIIlI 9(I{.MO.11l9 Z e`aEPaoof o International Fireproof Technology, Inc. Paint To Protect yy o 17528 Von Karman Ave.Irvine,CA 92614 OFFICE COPY 949-975-8588 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 a manufacturer's SPF and tested to the criteria of an DC315 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 an accredited fire testing facility. over a variety of open and closed cell spray applied urethane foams that Products that passss 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 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 Propertiesquality 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 Specific Gravity 1.30+/-0.05 g/cc Application Equipment DryingTime @77'F & 50% R.H.—To touch i—2 hours, to DC 315 can be applied by brush,roller or airless sprayer. recoat 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 PSI: 3000 Shelf Life 1 year from date of manufacture in unopened containers and stored at 10`C to 27'C(507 to GPM: 1.00 0°F) Tip: 517-521 or equivalent. 5 Gal.Container Weight8 lbs. Filter: 30 mesh, removal of filter is recommend from gun and machine Advantages of Using DC315 SPF Hose: 3/8"diameter airless spray line for the first 100'from pump and • DC 315 is the only 3`d party inspected fire protective coating for SPF Pump: (Graco)TexSpray Mark 5 or equivalent • 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: 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 buildings machine ■ 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 3'whip ■ 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 P51: 3300 mixing GPM: 2.2 ■ 1 year shelf life Tip: 517-529 or equivalent. ■ Fast and easy clean-up,with no waste and fast turnaround time Filter: 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. pump and'/,"x3'whip 0 - 10 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 for each sequential day a project is underway. Daily work records must EYE PROTECTION: 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 foot wear 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(627 to 907)and a maximum of 65%Relative Humidity. LIMITATIONS APPLY.For the complete terms of the limited warranty,go to www.painttoprotect.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 ptp@painttoprotect.com complete current ventilation guide at www.painttoprotect.com Rev:11/16/2014 12:43 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 UFFICE COPY Gulfc&M SUPPLY & MANUFACTURING F DU Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 26 Ga. GulfLokTM 16" Wide Roof Panel over 15132" Plywood Florida Product Approval #11651.16 R2 Florida Building Code 2014 Per Rule 61 G20-3 Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. %%0%%111101",, 14429 SW 2nd Place, Suite G30 PN\EL 5% . Newberry, FL 32669 '0' �0 NSF tit' *; No, 75519 Engineer Evaluator: = Dan Kuhn, P.E. #75519 '�°• Florida Evaluation ANE ID: 10743 =p'•, STATE OF :Q; '�FiSi�� ORIDP •'���� Validator: ,,10NAL ENG ,•` Locke Bowden, P.E. #49704 06�3o� ioIs 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL#11651.16 R2•JUNE 15,2015 PRODUCT EVALUATIONREPORT KUHN 1 ENGINEERING,BOCA RATON, 33498 • . 046. FLORIDA PRODUCT APPROVAL Gulfc&& SUPPLY & MANUFACTURING • FF FLORIDA PRODUCT APPROVAL Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Product Description: GulfLok TM, 7/s" Nailstrip Roof Panel, Minimum 26 Ga. Steel, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum 1-1A2" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2014 Section 1507.4.3. Paint Finish Optional Yield Strength: 50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 16" Coverage Maximum Female Rib: 7/8" Tall Male Rib: 3/a" Tall Rib with Slotted Strip Panel Seam: Snap Lock Panel Clip: 24 Ga. Zinc Aluminum Coated Steel, 24" Long. Used at Corner Zones only, where required design pressures exceed-121.75 psf. Panel Fastener: Through Panel Slot: (1)#10-12x1" Pancake Type A '/a" Minimum Penetration through Plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15/32" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2014. Design Uplift Pressures: Table"A" Maximum Design Pressures Maximum Design Pressures -63.5 psf -121.75 psf -161 psf Sealant No Yes No *Design Pressure includes a Safety Factor=2.0. FL#11651.16 R2•JUNE 15,2015 PRODUCT REPORT FLORIDA PRODUCT APPROVA G6ilCozi*st SUPPLY & MANUFACTURING TM GU OK 100113 1 FLORIDA PRODUCT APPROVAL NO. 11651.16 R2 Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014, as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06-Test for Uplift Resistance of Roof Assemblies • UL 1897-04- Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94/ 1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization #TST-5328) Report No. 11 7-0301 T-10A-C, Dated 07/26/2013 2. TAS 125 Architectural Testing, Inc. (FBC Organization #TST-1527) Report No. B9000.01-450-18, Dated 12/122012 3. Certificate of Independence By Dan Kuhn, P.E. (FL# 75519)Q Kuhn Engineering, LLC (FBC Organization #ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section 1507.4.2 and in accordance with Manufacturers recommendations. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. FL#11651.16 R2•JUNE 15,2015 PRODUCT REPORT ENGINEERING,KtfHN FLORIDA PRODUCT APPROVAL Gull 'coz s\ SUPPLY & MANUFACTURING TM UL"-; 1" WIDE ROOF PA 0PLYWOOD FLORIDA PROD a. N :`11651.9 Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. FL#11651.16 R2•JUNE 15,2015 PRODUCT EVALUATION REPORT ENGINEERING,KUHN ENGINEER'S LOAD TABLE SPEC Gulfc&gt SUPPLY Be MANUFACTURING 1 j, • a, • • � t FLORIDA PRODUCT APPROVAL NO. 11651.16 R2 ENGINEER LOAD TABLE: 26 Ga. GulfLokTM 16"Wide Roof Panel over 15/32" Plywood Buildings having a Roof Mean Height<_ 20'-0"; Roof Slope: 2"/12" - 12"/12" Gable or Hip Roof; Wind Speeds 120- 180mph, Exposure C, Risk Category II, Enclosed Building, based on Florida Building Code 2014. 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN.1/4" (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING BLY A ZONE 2 (1)#10-12x1" CDX PLYWOOD ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY A ASSEMBLY B ASSEMBLY B LY B ASSEMBLY B ASSEMBLY B 1.)PANEL DESCRIPTION: GULFLOKTM, MIN. 26 GA, 7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM. 2.)PANEL FASTENER:THROUGH PANEL SLOT: (1)#10-12X1" PANCAKE TYPE A, Y4" MIN. PENETRATION THROUGH PLYWOOD. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-63.5 PSF AT 5Ya"O.C.ASSEMBLY A,-121.75 PSF AT 51/8"O.C.WITH SEALANT ASSEMBLY B, -161 PSF AT 51/8"O.C. WITH CLIP ASSEMBLY C. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING & TESTING. 4.)PLYWOOD DECKING: MIN. 15/32" THICK,APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE WITH FBC 2014 5.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2014 Note:Dimension(a)is defined as 10% of the minimum width of the building or ZONE 2 HIP ROOF ZONE 3 a 40%of the mean height of the roof,whichever is smaller, however,(a)cannot be ----a less than either 4%of the minimum width of the building or 3 feet. ASSEMBLY A -RIDGE 1 {— 16"COVERAGE { ZONE 1 -.-.. (1)#10-12 X 1"TYPE A PANCAKE SPACING:SEE UPLIFT TABLE EAVE ASSEMBLY B ZONE 2 GABLE ROOF a 1/4"-5/16'DIAMETER BEAD OF TITEBOND SEALANT 1 'a - (1)#10-12 X 1"�TYPEANCAKE -RIDGE SPACING:SEE UPLIFT TABLE a ASSEMBLY C W/CLIP . a G�12X'l lfL "CLIP 24 GAEPAN�CAKE-��ZONE 1 `.. _. �(I) SPACING:SEE UPLIFT TABLE -ZONE3 EAVE FL# 11651.16 R2•JUNE 15,2015 PRODUCT . Builder: Job Information Riverside Homes Job#: J170423 12276 San Jose Blvd., Ste 120 Jacksonville, FL 32233 File#: (904)503-7055 118 Salesman:Scot Burney Designer: Ashley Casey Manning Building Supplies PAGE 1 Job: Jacksonville, FL 32256 jaxtruss@mbs-corp.com Vesey Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 07/28/17 1741 Maritime Oak Drie Del. Date: Atlantic Beach, FL 32233 Cover Sheet OFFICE COPY Truss Level: PROFILE QTY PITCH BASE O/A LUMBERI OVERHANG I CANTILEVER STUB O/A HEIGHT PLY TOP BOT ID SPAN SPAN TOP I BOT LEFT RIGHT I LEFT RIGHT LEFT RIGHT ® 1 8.00 0.00 A01 16-00-00 16-00-00 2 X 4 2 X 4 05-05-09 m 4 8.00 0.00 A02 16-00-00 16-00-00 2 X 4 2 X 4 06-01-09 1 ® 2 Ply 8.00 0.00 B01 33-06-00 33-06-00 2 X 4 2 X 6 05-05-09 ® 1 8.00 0.00 B02 33-06-00 33-06-00 2 X 412 X 4 06-09-09 1 8.00 0.00 603 33-06-00 33-08-00 2 X 4 2 X 4 08-01-09 ® 1 8.00 0.00 B04 33-06-00 33-06-00 2 X 4 2X4, 09-05-09 ® 1 8.00 0.00 B05 33-06-00 33-06-00 2 X 4 2 X 4 10-07-09 ® 1 8.00 0.00 B06 33-06-00 33-06-00 2 X 4 2 X 4 11-11-09 j ® 1 8.00 0.00 B07 33-06-00 33-06-00 2 X 4 2 X 4 11-11-09 ® 2 8.00 0.00 BOS 33-06-00 33-06-00 2 X 4 2 X 8 11-11-09 1 8.000.00 C01 10-00-00 10-00-00 2 X 4 2 X 6 04-01-09 ® 1 8.00105-00-14 CO2 10-00-00 10-00-00 2 X 4 2 X 8 05-00-14 ® 5 8.00 0.00 D01 06-05-08 06-05-08 2 X 4 2 X 4 02-11-06 3 4.00 0.00 E01 09-11-04 09-11-04 2 X 4 2 X 4 04-00-07 14 4.00 0.00 E02 09-04-12 09-04-12 2 X 4 2X4, 03-10-04 ® 1 4.00 0.00 E03 09-04-12 09-04-12 2 X 4 2 X 4 03-06-09 15 8.00 0.00 G01 29-03-08 29-03-08 2 X 4 2 X 4 10-06-12 3 8.00 0.00 G02 29-00-00 29-00-00 2 X 4 2 X 4 10-06-12 i ® 2 8.00 0.00 H01 03-10-08 03-10-08 2 X 412 X 4 03-00-06 ® 9 8.00 0.00 H02 03-10-08 03-10-08 2 X 4 2 X 4 03-04-09 7 8.00 0.00 J01 07-00-00 07-00-00 2 X 4 2 X 4 05-05-09 8 8.00 0.00 J02 OS-00-00 05-00-00 2 X 4 2 X 4 04-01-09 9 8.00 0.00 J03 03-00-00 03-00-00 2 X 4 2 X 4 02-09-09 1 8.00 0.00 J03A 03-00-00 1 03-00-00 2 X 4 2 X 4 02-09-09 Builder: Job Information r Riverside Homes Job#: J170423 12276 San Jose Blvd., Ste 120 4SI Jacksonville, FL 32233 File#: (904)503-7055 (8 Salesman:Scot Burney Designer: Ashley Casey Manning Building Supplies PAGE 2 Job: -� Jacksonville, FL 32256 jaxtruss@mbs-corp.com Vesey Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 07/28/17 1741 Maritime Oak Drie Del. Date: Atlantic Beach, FL 32233 Cover Sheet Truss Level: PROFILE QTY PITCH BASE O/A LUMBER OVERHANG CANTILEVER STUB O/A HEIGHT PLYTOP BOT ID SPAN SPAN TOP I BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 10 8.00 0.00 J04 01-00.00 01-00-00 2 X 4 2 X 4 01-05-09 3 5.66 0.00 J05 09-10-01 09-10-01 2 X 4 2 X 4 00-00-06 05-05-03 1 5.66 0.00 J05A 09-10.01 09-10-01 2 X 4 2 X 4 00.00.08 05-05-03 4 5.66 0.00 J06 09-07-01 09-07-01 2 X 4,2 X 4 00-00-06 05-03-13 6 8.00 0.00 J07 08-08-08 06-08-08 2 X 4 2 X 4 05-05-09 3 8.00 0.00 J08 05-00-00 05-00-00 2 X 4 2 X 4 04-01-09 1 5.66 0.00 J09 07-00.02 07-00-02 2 X 4 2 X 4 00.00.06 04-01-03 1 5.66 0.00 J10 06-09-02 06-09-02 2 X 4 2 X 4 00-00-06 03-11-13 9 8.00 0.00 K01 24-00.00 24-00.00 2 X 4 2 X 4 08-09-09 9 8.00 0.00 K02 24-00-00 24-00.00 2 X 412 X 4 08-09-09 ® 2 8.00 0.00 L01 02-10.00 02-10.00 2 X 4 2 X 4 02-04-00 ® 1 4 8.00 0.00 L02 02-10-00 02-10-00 2 X 4 2 X 4 1 02-08-04 FLOOR QTY DEPTH BASE O/A END TYPE INT BEARING CANTILEVER STUB PROFILE PLY ID SPAN SPAN LEFT RIGHT SIZE LOCATION LEFT RIGHT LEFT RIGHT ® 01-06-00 3 2 F01 21-00-00 21-00-00 ® 01-06-00 -- 13 F02 20-08-08 20-08-08 01-08-00 4 1 F03 20-08-08 20-08-08 ® 01-06-00 -- 1 F04 12-06-00 12-06-00 ® 01-06-00 1 FOS 12-08-08 12-09-08 ® 01-08-00 7 F06 12-08-00 12-08-00 ® 01-06-00 1 F07 13-00-00 13-00-00 01-woo FE 3 1 F08 05-1 0.07 05-10-07 01-06-00 ir 3 1 F09 04-08-09 04-08-09 ® 01-08-00 18 F10 24-00.00 24-00-00 Builder: Job Information Riverside Homes 12276 San Jose Blvd., Ste 120 "S1 Job#: J170423 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 Vesey Residence Phone: (904) 268-8225 * Fax: (904) 260-2981 Report and Delivery Date DATE 07/28/17 1741 Maritime Oak Drie Del. Date: Atlantic Beach, FL 32233 Cover Sheet Truss Level: FLOOR QTY DEPTH BASE O/A END TYPEINT BEARING CANTILEVER STUB PROFILE PLY ID SPAN SPAN LEFT RIGHT SIZE LOCATION LEFT I RIGHT LEFT RIGHT ® 01-06-00 i 3 1 F11 24-00-00 24-00-00 ITEMS QTY PL ITEM TYPE SIZE LENGTH NOTES FT-IN-16 1 SS-LMATL BM1-13/4"x 18"2.0E EverEd e•"LVL- 22-00-00 1 SS-LMATL BM2-13/4"x 18"2.0E EverEd eTM LVL- 06-00-00 1 SS-LMATL BM3-13/4"x 18"2.0E EverEd eTM LVL- 22-00-00 1 SS-LMATL BM4-onCENTERV LVL 2.0E 1 3/4"x 91/4" 12-00-00 1 2 SS-LMATL BM5-1 3/4"x 9 1/4"2.0E EverEd e" LVL 08-00-00 40 Hanger HTU26 20 Hanger THA422 Client: Riverside Hames Date: 7/26/2017 Page 1 of 10 Project: Designer: Ashley Casey ` isDesign M Address: Job Name: J170423 Project#: BM1 2.0E EverEdgeTM LVL 1.750" X 18.000" 2-Ply - PASSE Level:Level 3 2 1 1,6„ 1 SP 2 SP 21' ' 31/2" 21' Member Information Reactions Ib (Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 423 4223 0 0 3097 Moisture Condition: Dry Building Code: IBC 2012 2 417 2814 0 0 2106 Deflection LL: 360 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp—100eF Bearings Bearing Length Cap. React D/L Ib Total Ld.Case Ld.Comb. 1 -SP 5.500" 67% 4223/3097 7320 L D+C 2-SP 3.500" 71% 2814/2106 4920 L D+C Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 35431 ft-lb 10'5 1/4" 54029 ft-Ib 0.656(66%) D+C L Unbraced 35431 ft-Ib 10'5 1/4" 35688 ft-Ib 0.993(99%) D+C L Shear 5997 Ib 1'10 5/8" 14963 Ib 0.401(40%) D+C L LL Defl inch 0.358(U683) 10-63/8" 0.680(U360) 0.530(53%)C L TL Defl inch 0.834(1-1293) 10'6" 1.020(U240) 0.820(82%) D+C L Design Notes 1 Fasten all plies using 3 rows of 10d Box nails(.1280")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at a maximum of 3'4 1/2"o.c. 6 Bottom braced at bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 1-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF SW 2 Part.Uniform 0-0-0 to 14-11-8 Top 126 PLF 0 PLF 0 PLF 0 PLF 0 PLF WALL 3 Tie-in 0-0-0 to 14-8-0 (Span)29-3-8 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF G01 Point 14-9-12 Top 800 Ib 0 Ib 0 Ib 0 Ib 906 Ib BM5 Bing 1 Self Weight 18 PLF Notes chencels 6.For list roots provide proper drainage to prevent Manufacturer Into Calculated structured Designs m responsible omy or the Handling 6 Installation ponding Weyerhaeuser sa wrr mth adequacy o1 this component based on e 1.LVL b—meet not be cut or coned Seattle.WA design criteria end loadrngs mown. a is the 2,Refer to anuleciurees product information www.weyerhaeuser.com/everedge/ resp«wibnity or the customer angor me contractor t regarding i stamoton requirements. mule-pry ensure the component suitabndy of the intended fastening details.beam strength values,and code apps-ton.end to verily the dimnshons end loads. ,,ovals Lumber g.Damaged Beams must not be used 4.1.Dry service conditions.unless noted othermse 5.P ovidde la err asu p support bearing rests t davold 2.LVL not to be treated wM fire retardant or conoarve Pp g pan herr displacement nd rotate ............ Version 17.40.119 Powered by iStruct" Client: Riverside Homes Date: 7/26/2017 Page 2 of 10 isDesignrM Project: Designer: Ashley Casey Address: Job Name: J170423 0 Project#: BM1 2.0E EverEdgeTm LVL 1.750" X 18.000" 2-Ply - PASSE Level:Level . . . N 16„ 1 SP 2 SP 21' �3 1/2" 21' Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.. Maximum end distance not to exceed 6" apacity 0.0% Load 0.0 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 Ib. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination Duration Factor 1.00 Notes cri—al. 6.For nat roofs provide proper drainage to prevent Manufacturer Info Calculated Structured Designs a responsive only of the Handling&Installation ponding Weyerhaeuser strucWrai adequacy of this component based on Me t LVL beams must not be cut or Wiled Seattle,WA design aiterie and loadings shown. It is the 2.Refer to manufacturers product information responsibil of the customer ardor the contractor to ragardng installation requirements. mule9N VIWW.W@YBrhaeDSer.CDfrl/eVeredge/ ensure the componem suitaburty of the intended fastening details,beam strength values,and code application.and to verify me dmenaons and loads. approvals Lumber 3.Damaged Beams must not be used 1.Dry se conditions,unless noted otherwise 4.Design Ksumes top edges is laterally restrained 2.LVL not to be treated wiU fire retxtlant or cortovve 5.Provide lateral rpport t bearing points to avoid lateral dsplme t and rotation Version 17.40.119 Powered by i5tructTM Client: Riverside Homes Date: 7/26/2017 Page 3 of 10 ISD/� Project: Designer: Ashley Casey `SIgn M Address: Job Name: J170423 Project#: BM2 2.0E EverEdgeTm LVL 1.750" X 18.000" 2-Ply - PASSE Level:Level 2 1-6" 1 SP 2 SP 4'11 3/4" H3 1/2" 4'11 3/4" 11 Member Information Reactions Ib(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wnd Const Plies: 2 Design Method: ASD 1 1826 735 0 0 0 Moisture Condition: Dry Building Code: IBC 2012 2 1481 596 0 0 0 Deflection LL: 360 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F Bearings Bearing Length Cap. React D/L Ib Total Ld.Case Ld.Comb. 1-SP 8.750" 15% 735/1826 2562 L D+L 2-SP 2.500" 42% 596/1481 2077 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 2042 ft-Ib 79" 43224 ft-Ib 0.047(5%) D+L L Unbraced 2042 ft-Ib 2'9" 28718 ft-Ib 0.071(7%) D+L L Shear 19231b 3'4 1/8" 11970 lb 0.161(16%)D+L L LL Defl inch 0.004 2-91/16" 0.140(U360) 0.030(3%) L L (L/12523) TL Defl inch 0.006(U8928) 2-91/16" 0.209(U240) 0.030(3%) D+L L Design Notes 1 Fasten all plies using 4 rows of 10d Box nails(1280")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified bads. 3 Girders are designed to be supported on the bottom edge only. 4 Top braced at bearings. 5 Bottom braced at bearings. 6 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Tie-In 0-0-0 to 4-11-12 (Span)20-6-8 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F02 2 Tie-In 0-0-0 to 4-11-12 (Span)12-6-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F06 Self Weight 18 PLF Notes chemcals d.For flat roots provide proper drrnage to prevent Manufacturer Info CalWated Str%c red Designs m re-pons,ble only of the Handling 3 Installation pond"g Weyerhaeuser structural adequacy of Inge component traced on the t_LVL beams meat not be cut or dolled Seattle.WA design 'Mena and loading- snows. It - the 2.Refer to mnufacturers product inform on reaponwbYdy of the Let—anaor Ne tntactor to r.grding finny.- r.qunements, rr+149H www.weyerhaeuser.conVeveredge/ ensure the component Urtablay of Ne intended tasterung detads beam strengtn values,and code wpkm_.and to veiny the dimenwns nd bade. apprwak Lumber a.Damaged Beams ns st not be used t.Dry se condition:.unbu solea atltarvdse <.Desrgn assumes top edge is laterafy restrained 2.LVL sol to be treated wiN fire retrdnt or conosive 5.Provide lateral pport t Daring point-to avoid lateral diapiacement and rotation Version 17.40.119 Powered by i5truct`- Client: Riverside Homes Date: 7/26/2017 Page 4 of 10 isDesign M Project: Designer: Ashley Casey Address: Job Name: J170423 Project#: BM2 2.0E EverEdgeTm LVL 1.750" X 18.000" 2-Ply - PASSE Level Level 1-6" is 2 SP 4'11 3/4" H3 1/2" 4'11 3/4" Multi-Ply Analysis Fasten all plies using 4 rows of 10d Box nails(.1280")at 12"o.c.. Maximum end distance not to exceed 6" Capacity 78.6% Load 284.7 PLF Yield Limit per Foot 362.2 PLF Yield Limit per Fastener 90.5 Ib. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+L Duration Factor 1.00 Notes chemcats 6.For tfst roofs M—de proper&-age to prevent Manufacturer Info camatated stnrcnired oeagm n resportubte orgy or the Handling&Installation pond"° Weyerhaeuser stnrchual adequacy of this coreponem baud on Me t LVL beery—t not be W or dnwd Seattle,WA design craeria and toadnga Chown. h d the 2.Rater to nufachi er's prod information responalbday of the carcoma angth or e contractor m rrw raffia" instaraaon rewtremena, mwaby www.weyerhaeuser.wfnlevert3dge/ a the conponent sudabini fly of the intended lasfeng debels,beam strength values.and code applka0on,and to verify the dmenaona and loads. approvals Lumber 3.Damaged!Beams most not be used 1.Dry se ondaons,unleu noted oMerwiu 4.Deagn assume:top edge is tmerdy restrained 2.LVL not to De treated wM bre r tadant of corrowe 5.Provide Ima�e ri port t bion poinb t0 avdd lateral dsp m.t and rotation Version 17.40.119 Powered by iStruCtTM C Client: Riverside Homes Date: 7/26/2017 Page 5 of 10 isDesign. Address: Designer: Ashley Casey Job Name: J170423 Project#: BM3 2.0E EverEdgeTM LVL 1.750" X 18.000" 2-Ply - PASSE Level:Level 2 3 — 1 Y p ! 1,6„ 0 0 0 1 SP 2 SP 3 SP 6'2" 14'7" ' 3 1/2" 20'9" Member Information Reactions Ib(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 881 303 0 0 0 Moisture Condition: Dry Building Code: IBC 2012 2 6732 2880 0 0 0 Deflection LL: 480 Load Sharing: No 3 2586 1431 0 0 0 Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp—100"F Bearings Bearing Length Cap. React D/L Ib Total Ld.Case Ld.Comb. 1 -SP 2.500" 44% 235/1944 2178 L_ D+L (-891) Analysis Results 2-SP 5.500" 91% 2977/6949 9927 LL D+L Analysis Actual Location Allowed Capacity Comb. Case 3-SP 5.500" 37% 1402/2584 3986 _L D+L Neg Moment -11898 ft-Ib 67' 43224 ft-Ib 0.275(28%) D+L LL Unbraced -10998 ft-Ib 6'2" 20931 ft-Ib 0.525(53%) D+L _L Pos Moment 10235 ft-Ib 14'8" 43224 ft-Ib 0.237(24%) D+L _L Unbraced 10235 ft-Ib 14'8" 11425 ft-Ib 0.896(90%) D+L _L Shear 5181 Ib 7'8" 11970 Ib 0.433(43%) D+L LL LL Dell inch 0.089(U1910) 13'8 1/2" 0.355(U480) 0.250(25%)L _L TL Dell inch 0.128(U1328) 13'9 3/16" 0.710(U240) 0.180(18%)D+L L Design Notes 1 Fasten all plies using 4 rows of 10d Box nails(.128x3")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Tie-down connection required at bearing 1 for uplift 891 Ib(Combination D+L,Load Case _L). 5 Top braced at bearings. 6 Bottom braced at bearings. 7 Lateral slendemess ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Tie-In 0-0-0 to 20-9-0 (Span)20-8-8 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F02 2 Tie-in 0-0-0 to 6-5-0 (Span)12-6-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F06 3 Part.Uniform 16-8-0 to 20-9-0 Far Face 100 PLF 0 PLF 0 PLF 0 PLF 0 PLF STAIRS Self Weight 18 PLF Notes ctemicak s.For flat roofe provide proper drwnage to prevent Manufacturer Info Calculated Structured Des,gns­eep ,bie ony of me Handling 3 Installation pond"° Weyerhaeuser structural.dequacy or mals component based on me t.LVL bean,.must not be cut or dated Seattle,WA xwgn cdtena .fed toadngs shown. b w me 2.Refer to manufacturers product mformabon www.weyerhaeuser.com/everedge/ respmwbeiy of me customer ands me contracts to r,gardng Instala0an req-ft. rrwm4y e mw e component eadady� of me intended festenfegm atg aas,beasaengmwes v ,and code apWK.eon,and to veiny the dmenwons and loads. approvals Lumber 7.Damaged Be.—meet not be used I.Dry servKe condbon:.anfess noted omerwisa 4.Dewgn assurnes top edgers Wterely r.str—d 2.LVL not to be treated wM fire remrdant or cwowve s.lateral ateace support t be.nng pdrm to wala lateral drsq me t and rotation Version 17.40.119 Powered by iStmct'" - Client: Riverside Homes Date: 7/26/2017 Page 6 of 10 isDesignM Project: Designer: Ashley Casey Address: Job Name: J170423 0 Project#: BM3 2.0E EverEdgeTM LVL 1.750" X 18.000" 2-Ply - PASSE Level:Level . CV 1.6„ 1 SP 2 SP 3 SP 67' 147' 3 1/2" 20'9" Multi-Ply Analysis Fasten all plies using 4 rows of 10d Box nails(.1280")at 12"o.c.. Maximum end distance not to exceed 6" Capacity 78.6% Load 284.7 PLF field Limit per Foot 362.2 PLF Yield Limit per Fastener 90.5 Ib. field Mode IV dge Distance 1 1/2" Vin.End Distance 3" Load Combination D+L Duration Factor 1.00 Notes cnemmaK a For pat roofs provide°roper dramage to prevent Manufacturer Info calculated Structured Designs K reapnrme only of me Handling 6 Installation poneng Weyerhaeuser am wraf.deWe y of mm component based on the t.Lvr beams must not be cut or roped Seattle,WA design critana and loaangs shown. It is the 2.Refer to manufacturer's product informabn www.weyerhaeuser.conVeveredge/ respndbeity of me customer andlor me contractor to r.Wdng Inetwabon rew,rements. molt-Ply appme component s dadrldy of the i endecl fastening det.gs.beam strange,values,and code licator.and to verify me dimer eons and Lada. W-.is Lumber 3.Damaged ee.ma moat not be used 1.Dry service cntitns,unless noted Me— 6.P-dde bteral asuop on at beaten;r taeearr to d ectad z._VL not to be treated.ah ere retardant or conosuve P an g°O1p lateral displacement ria rotation Version 17.40.119 Powered by iStruct" Client: Riverside Homes Date: 7/26/2017 Page 7 of 10 ICDncI��w Project: Designer: Ashley Casey J es Address: Job Name: J170423 Project#: BM4 2.0E EverEdgeTM LVL 1.750" X 9.250" 2-Ply - PASSED Level Level 2 1 . . . . . . . . . . . a s v4" a 1 SP 2 SP 10'8" H31/2" 10'8" Member Information Reactions Ib(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 0 496 0 0 524 Moisture Condition: Dry Building Code: IBC 2012 2 0 496 0 0 524 Deflection LL: 360 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp—100°F Bearings Bearing Length Cap. React D/L Ib Total Ld.Case Ld.Comb. 1-SP 5.500" 9% 496/524 1021 L D+C 2-SP 5.500" 9% 496/524 1021 L D+C Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 2333 ft-Ib 5'4" 15621 ft-Ib 0.149(15%) D+C L Unbraced 2333 ft-Ib 5'4" 7282 ft-Ib 0.320(32%) D+C L Shear 938 Ib 9'6" 7689 Ib 0.122(12%) D+C L LL Defl inch 0.050(U2378) 5'4" 0.329(U360) 0.150(15%)C L TL Dell inch 0.097(U1222) 5'4" 0.494(0240) 0.200(20%) D+C L Design Notes 1 Fasten all plies using 2 rows of 10d Box nails(1280")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specked loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top braced at bearings. 5 Bottom braced at bearings. 6 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-in 0-0-0 to 10-8-0 (Span)6-8-8 Near Face 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF J07 2 Tie-In 0-0-0 to 10.8-0 (Span)3-1-8 Far Face 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF CF Self Weight 9 PLF Notes wemicals 6.For est roofs provide proper drainage to prevent Manufacturer Info crwated swnured Designs Is responsible ody of the Handling 6 Installation panding Weyerhaeuser structural adequacy or this component based on the t LVL beam,mat not be out or cored Seattle.WA design criteria and loadings shown. it is the 2.Refer to manufacturer's product "ormebon resporsitaity of me cunomer radia Ire cntractor to regarding mstamaon reaaement.. neuro-ply wwW.weyerhaeuser.corrVeveredge/ e Me component witeb*rty of Ne intended fastenng details,beam Wengdt vwn,and code application,and to verity the dmenains and toads, approval. Lumber 3.Damaged Beams m.n not be used 1.Dry sa conditions,unbss noted otherwise ,'Design aswmes top edge i.merely restrrnad 2.LVL not to be...ad with ke reWdnt or torr.&ve 5.Provide Ine�e support o rao bearing Pana to avoid lateral displme t and rptaen Version 17.40.119 Powered by i5tructTM A '''��))) Client: Riverside Homes Date: 7/26/2017 Page 8 of 10 0 isDesign M Project Designer: Ashley Casey Address: Job Name: J170423 Project#: BM4 2.0E EverEdgeTm LVL 1.750" X 9.250" 2-Ply - PASSED Level Level 9 1/4" 1 SP 2 SP 1018" H3112" 10'8" Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails(.1280")at 12"o.c.. Maximum end distance not to exceed 6" Capacity 34.3% Load 62.1 PLF Yield Limit per Foot 181.1 PLF Yield Limit per Fastener 90.5 Ib. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+C Duration Factor 1.25 Notes 0—Is s.For flat roofs provide cover da,nage to prevent Manufacturer Info cdcdaad structured Designs m responsible on[y of the Handling S Installation pond"° Weyerhaeuser saucwrat...acy of this component Dred on tiie t.LVL beams must not tis Mor.1d Seattle.WA esi dgn cntene and loadings shown. It is the 2.Rear to anufacturer's product information responsibgity of the customer angor the contractor to regardng i.tam Mation requirements. -A-PN www.weyerhaeuser.com/everedge/ -psure the component suitability of the intended fastening detects,beam strength values,and code pgcation.and to verily the dmenwons and loads. approvals Lumber 3.Damped Beams mutt not be tread I.Dry se conditions,unless noted otirenvise e'Dipn assumes estop edge ls ateralty restran•d 2.LVL not to be tested with fire retardant or cortosive 5.Provide lateral wpport at baanng points to avoid Weral d oscamenl and rotation Version 17.40.119 Powered by iStruct"" Client: Riverside Homes Date: 7/26/2017 Page 9 of 10 isDesignr" Project: Designer: Ashley Casey Address: Job Name: J170423 0 Project#: BM5 2.0E EverEdgeTM LVL 1.750" X 9.250" 2-Ply - PASSED Tev el:Level • • • • • • at 91/4 D D 1 SP 2 SP 67" H3 1/2" 6'3" Member Information Reactions Ib (Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wnd Const Plies: 2 Design Method: ASD 1 0 800 0 0 906 Moisture Condition: Dry Building Code: IBC 2012 2 0 800 0 0 906 Deflection LL: 360 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp—100°F Bearings Bearing Length Cap. React D/L Ib Total Ld.Case Ld.Comb. 1-SP 3.500" 25% 800/906 1706 L D+C 2-SP 3.500" 25% 800/906 1706 L D+C Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 2289 ft-Ib 3'1 1/2" 15621 fl-Ib 0.147(15%) D+C L Unbraced 2289 ft-lb 3'11/2" 10728 ft-lb 0.213(21%) D+C L Shear 1574 Ib 1' 7689 Ib 0.205(20%) D+C L LL Defl inch 0.020(U3436) 3'1 1/2" 0.193(U360) 0.100(10%)C L TL DO inch 0.038(U1825) 3'1 1/2" 0.290(U240) 0.130(13%) D+C L Design Notes 1 Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top braced at bearings. 5 Bottom braced at bearings. 6 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind,.6 Const. 1.25 Comments 1 Tie-in 0-0-0 to 6-3-0 (Span)29-0-0 Near Face 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF G02 Self Weight 9 PLF Notes cn.nac.ls 6.Fw n.t roof,praft proper drainage to prevent Manufacturer Info c.lcul.t.d sm+ch,md Des,gns is responsible only of d. Handling 3 Installation ponding Weyerhaeuser .tru .1 adeq. of Iris componas ent bed on me 1.LVL De ams mull not be cut w dnaed Seattle.WA design cmena and loadings shown. It is the 2.Refer to manufactur.fs prodxt inform dion raspon&Daily of the customer andw the conbactor to regardng mstallabon rew-menta, mwD-pN www.weyerhaeusar.coMeveredge! ensure the component witaDaily of the intended fastening detaas,beam strengm values,and code Wplicabon.and to verify the dimensions and loade. .W.vd. Lumber 3.Damaged Beams must not be used 1.Dry x conditions.unless notal oNarwise 1.Design—mes top edgeis laterally resb.ined 2.LVL not to be treated with fire retardant or corrosive 5.P feral lateral pporl I basting points to avdid lateral displacement and rotation Version 17.40.119 Powered by i5truct- Client Riverside Homes Date: 7/26/2017 Page 10 of 1 Project Designer: Ashley Casey isDesign Address Job Name: J170423 Project#: BM5 2.0E EverEdgeTM LVL 1.750" X 9.250" 2-Ply - PASSED Lever Leve • • • • • N_ • • • • • is 91/4 is • • is 1 SP 2 SP 6'3" H3 1/2" 6'3" Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails(1280") at 12"o.c.. Maximum end distance not to exceed 6" Capacity 98.8% Load 268.3 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 Ib. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+C Duration Factor 1.25 Notes ch—als 6.For of roots provide proper drainage to prevent Manufacturer Info calwmd structured Designs Is respo� pondinge a*of the Handling S Installation ponding Weyerhaeuser c osi ade4u.c apr r of vis cornponern based on the I.LVL beams mint not be an or meed Seattle.WA design criteria and loadings shown. It is the 2.Refer to manufecoros product informationresponsibility of the wslomr ands«the contractor to regarding mat.l.aon requirements, -Wb-PNvyww.weyerhaeusercomlevert3dge/ pprethe component auih*y of the intended fastening details,beam strength values,and code YcasonI and to verify the dimensions and loads .pproval. Lumber 3.Damaged seams mast not be used 1.Dry servke conditions,unless noted oNerwise 4.Design nwmes,ttop edge is laterally restrained 2.LVL not to be treated with fire retardant or corrosive S.Provide pleco pat I Oe•dng pante to crust lateral disp me t and rotation Version 17.40.119 Powered by iStruct- 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: J170423 - Vesey Residence - Ashley Casey MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Riverside Homes Project Name: Vesey Residence Model: Lot/Block: 99 Subdivision: Address: 1741 Maritime Oak Drie City: Atlantic Beach State: FL Name Address and License #of Structural Engineer of Record, If there is one, for the building. Name: Hulsberg Engineering, Inc. License #: 50791 Address: 11481 Old St.Augustine Rd. #202 City: Jacksonville State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 47 individual, 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Ru" o z Z E, N ' O O No. Seal# Truss Name I Date No. Seal# Truss Name Date o t Z 5 - w --- --- 1 711707640 F01 1 7/28/17 �18 711707657 605 7/28/17 2 T11707641 F02 7/28/17 19 T11707658 B06 7/28/17 =' `� o 3 711707642 F03 7/28/17 120 IT117076591BO7 17/28/17 14 I T11707643! F04 17/28/17 121 1 T11707660 1 B08 7/28/17 c z z z 15 I T11707644 I F05 17/28/17 122 I T11707661 1 C01 7/28/17 6 711707645 I F06 17/28/17 123 1 T11707662 I CO2 7/28/17 � F- ~ LL w w o E c w C wo 1 j T11707646 I F07 7/28/17 124 1711707663 j D01 7/28/17 :> e ; N 18 I T11707647 I F08 17/28/17 125 1 T11707664 1 E01 7/28/17 it o 'E L7 v .a> -.. y 19 I T11707648 i F09 17/28/17 126 1 T11707665 1 E02 17/28/17 z n oLj 110 I T11707649 I F10 17/28/17 127 I T11707666 1 E03 7/28/17 ¢ H o L Ill I T11707650 I F11 17/28/17 128 1 T11707667 1 G01 7/28/17 0 o z ¢it 12 1 T11707651 1 A01 17/28/17 29 I T117076681 G02 17/28/17 = d c zEn z LL 113 T11707652 1 A02 17/28/17 130 1 T11707669 1 H01 17/28/17 �' o z= L 14 711707653 601 7/28/17 131 1 711707670 1 H02 7/28/17_ o o NCDc Ln a 115 T11707654 B02 `- " a �- " ~c 7/28/17 32 711707671 J01 7/28/17 z n.= a Cl- o m N „ hd �16 T11707655 B03 17/28/17 133 I T11707672 I J02 7/28/17 Q a 0 0m =Q Q �17 T11707656 1 B04 17/28/17 134 T11707673 I J03 7/28/17 The truss drawing(s) referenced above have been prepared by 0, ��� �i MiTek USA, Inc. under my direct supervision based on the parameters �. 0P provided by Manning Building Supplies. ��•` �,.•' G•• N Truss Design Engineer's Name: Velez, Joaquin 68182 My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification TATE OF �Z .�'. .' that the engineer named is licensed in the jurisdiction(s)identified and that the 0 (V designs comply with ANSI/TPI 1. These designs are based upon parameters .� Q �• shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �, ,� O R � O•.•�\,�� given to MiTek. Any project specific information included is for MiTek's customers 0 SS'/ •..... •�� ��` file reference purpose only,and was not taken into account in the preparation of i,,��O N A,1'`�0 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 Jo On Velez PE No.68182 should verify applicability of design parameters and properly incorporate these designs Mi USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Dat1\: July 28,2017 Velez,Joaquin 1 of 2 r � RE: J170423 - Vesey Residence - Ashley Casey Site Information: Customer Info: Riverside Homes Project Name: Vesey Residence Model: Lot/Block: 99 Subdivision: Address: 1741 Maritime Oak Drie City: Atlantic Beach State: FL No. Seal# JTruss Name Date 135 IT11707674IJ03A 7/28117 136 I T11707675 I J04 7/28/17 137 I T11707676 I J05 17/28/17 138 I T11707677 I J05A 17/28/17 1 139 I T11707678 I J06 17/28/17 1 140 I T11707679 I J07 17/28/17 141 I T11707680 I J08 17/28/17 142 I T11707681 I J09 17/28/17 143 I T11707682 I J 10 17/28117 144 1 T11707683 1 K01 17/28/17 145 1 T11707684 1 K02 17/28/17 146 I T11707685 I L01 17/28/17 147 I T11707686 I L02 17/28117 2of2 Job Truss Truss Type ty Ply Vesey Residence-Ashley Casey 711707640 J 170423 F01 Floor 2 1 'Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:33 2017 Page 1 ID:62bspJjBlty9W ESi75PKLEqupMv-xTyuRi3HOvkgx2Myy1J8to_OwjYSW4cQivdF?pytakm 0-1-8 H 1 1-3-0—i 2 —I Scale=1:35.0 5x5= 1.5x4= 4x4= 3x5= 3x6= 3x5= 3x6 FP= 44= 4x7= 1 2 3 4 5 6 7 8 9 10 X25 q rb 23 22 21 20 19 18 17 16 15 14Y13 12 5x5= 3x6 FP=4x4= 1.5x4 II 1.5x4 II 1.5x4 II 4x4= 5x5= 21-0-0 21-0-0 Plate Offsets MY)— [1 Edge 0-1-8] [10.0.3-0Edge] 125:0-1-80-0-121 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.37 16-17 >680 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(TL) -0.56 16-17 >444 360 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.08 11 n/a IVa BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight:116 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 SP 225OF 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:18-19,17-18,16-17. REACTIONS. (Ib/size) 24=1135/0-5-8,11=1141/0-3-8 FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-24=-1130/0,10_11=-11135/0,1-2=103310,2-3=-2590/0,3-4=-3673/0,4-5-420610, 5-6=-419610,6-7=-367810,7-9=-2594/0,9-10=-1030/0 BOT CHORD 21-23=0/1947,20-21=0/3248,19-20=0(3248,18-19=0/4206,17-18=0/4206,16-17-0/4206, 15-16=014077,14-15--0/3252,13-14--0/3252,12-13--0/1947 WEBS 1-23=0/1421,2-23=-1360/0,2-21=0/955,3-21=-954/0,3-19-0/655,4-19=-978/0, 4-18---82/375,10-12=0/1456,9-12=136410,9-13=0/962,7-13-953/0,7-15-0/616, 6-15---59310,6-16=-9/382,5-16=-453/311,5-17-313/116 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1 WD3/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is L.ased only upon parameters shown,and Is lot an individual building component,not a truss system.Before use,the building designer must verify the applic:aLrYity of design parameters and properly Incorporate it*design Into the overall building design. Bracing Indicated Is to prevent buckling of Incilvidual truss web aril/or chard members only. Additional temporary and permanent biacW M iTe k is always required for stability and to prevent collapse with possible personal k*ry and property damage. For general gu ldance T,-"dng the fabrication,storage,delivery,erection and bracing of trusses and Muss systems,seeANSVTPII Qualify Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Vesey Residence-Ashley Casey T11707641 J170423 F02 Floor 13 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:34 2017 Page 1 I D:62bspJj BIty9W ESi 75PKLEqupMv-Pf W Gf 13vBDshZCxB W kgNPDXCr6urFXyawZN pYFytakl 0-1-8 H 1 1-3-0 2-2-8 Scale=1:34.5 5x5= 4x4 = 1.5x4= 4x4- 3x5= 3x5= 3x6 FP= 4x7= 1 2 3 4 5 6 7 8 9 10 i ] 25 o 23 22 21 20 19 18 17 16 15 14 13 12 11 5x5= 3x6 FP=4x4= 1.5x4 11 1.5x4 11 1.5x4 11 1.5x4 11 4x4 = 5x5= 20-8-8 20-8-8 Plate Offsets(X Y)-- [1•Edge 0-1-8] [10.0.3-0Edge] [25-0-1-8 0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.32 16-17 >771 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 1 BC 0.92 Vert(TL) -0.49 16-17 >497 360 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.08 11 n/a n/a BCDL 5.0 Code FBC2014lTP12007 Matrix-SH Weight:113 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:17-18. REACTIONS. (lb/size) 24=1119/0-5-8,11=1125/Mechanical FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-24=-1 114/0,10-11=-1119/0,1-2=-1016/0,2-3=-2546/0,3-4=-3596/0,4-5=-4095/0, 5-6=-4090/0,6-7=-3602/0,7-9=-2550/0,9-10=-1014/0 BOT CHORD 21-23=0/1916,20-21=0/3190,19-20=0/3190,18-19=0/4095,17-18=0/4095,16-17=0/4095, 15-16=0/3984,14-15=0/3192,13-14=0/3192,12-13=0/1917 WEBS 1-23=0/1398,2-23=-1338/0,2-21=0/936,3-21=-933/0,3-19=0/627,4-19=-919/0, 4-18=-87/356,10-12=0/1434,9-12=-1342/0,9-13=0/941,7-13=-931/0,7-15=0/593, 6-15=-568/0,6-16=-28/365,5-16=-426/310,5-17=-307/119 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. A WARNING-Verlly deign parameter,and READ NOTES ON THIS AND INCLUDED M/1EK REFERANCE PAGE M11-7473 rev.10A1312015 BEFORE USE. Design valid for use orgy with MITeM)connectors.this design Is Lased 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 deslgn parameters and properly incorpxrate 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 possbie personal IMray and property damage. Fr general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TMI Quality Criteria,DSB-89 and BCSI Sutiding Component 6904 Parke East Bbd. Safety information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Vasey Residence-Ashley Casey T11707642 J170423 F03 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:35 2017 Page 1 ID:62bspJjBlty9W ESi75PKLEqupMv-ts4esN4YyW_YAM W L4SLcyD3UUW SA_4Dj9D6M4hytakk 0-48 Scale=1:34.6 3x6 FP= 3x3 II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 J17j ren 36 35 3433 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x3= 3x6 FP= 3x3 11 20-8-8 20-8-8 Plate Offsets(X,Y)-- [1:Edge,0-0-12] [37:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl vd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a rl/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 19 n/a rVa BCDL 5.0 Code FBC2014ITP12007 Matrix-Ft Weight:96 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 20-8-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)36,19,35,34,32,31,30,29,28,27,26,25,24,23,22, 21,20 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. Q WARNING-Vedl y,design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A014473 rev.1W"15 BEFORE USE. Design valid tot use only with MITekl)connectors.This design Is based only upon parameters shown,and is tot an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always rec"red for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPII Quality Criteria,DS8-09 and BCSf Bullding 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 Ott Pty Vesey Residence-Ashley Casey 711707643 I J170423 F04 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MTek Industries,Inc. Fri Jul 28 08:57:36 2017 Page 1 ID:62bspJjBlty9W ESi75PKLEqupMv-L2el3j5Ajg6PoV5Xd9srURcfEwoKjXStOtsvc8ytakj 0.148 Scale=1:20.7 3x3 11 1 2 3 4 5 6 7 8 9 10 11 7 le 23 lb 16 0 0 F. lei 191 to i 22 21 20 19 18 17 16 15 14 13 12 3x3 11 3x3= 12-6-0 12-6,0 Plate Offsets(X,Y)-- [23:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) rVa n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) Na n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 12 n/a rVa BCDL 5.0 Code FBC2014/TPI2007 Matrix-R Weight:61 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 12-6-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)22,12,21,20,19,18,17,16,15,14,13 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 0 WARNING.Verity design parameters and READ NOTES ON THIS AND iNcLUDED MrrEK REFERANCE PAGE Md-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MI1ek6 connectors.this design is based only upon parameters shown.and Is for an Individual building component,nUf Q truss system.Before use,the building designer mast verity the applicability or design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardng the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/iPll 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 Vesey Residence-Ashley Casey 711707644 J170423 F05 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:37 2017 Page 1 I D:62bspJj BIty9W ESi75PKLEqupMv-pECPH36oU8FGQfgjBtN41 e8lcKzoSxOOdXbT8aytaki 113-0 2-0-8 0u8 Scale=1:21.1 3x4= 1.50= 1 3x6— 2 3 4 5 6 15 1 m I I 13 12 it 10 9 8 3x5= 1.50 11 1.50 11 3x4= 1-6-0 12106 0 8-9-8 11-3-8 12-9-8 1-6-0 2 6-0.0 4-9-8 2-6-0 1-6.0 Plate Offsets(X Y)— [6:0-1-8 Edge] [15:0-1-8 0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.09 9-10 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.71 Vert(TL) -0.12 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.02 7 n/a r1/a BCDL 5.0 Code FBC20147TP12007 Matrix-SH Weight:70 lb FT=20"kF,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 20 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 14=690/0-3-8,784/0-5-8 FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-68510,6-7=-679/0,1-2=-581/0,2-3---1325/0,3-4=1554/0,4-5=-1324/0,5-6=-582/0 BOT CHORD 12-13=0/1089,11-12=0/1554,10-11=0/1554,9-10=0/1554,8-9=0/1087 WEBS 6-8=0!798,1-13=0/821,5-8=-751/0,2-13---755/0,5-9=0/37112-12=0/370I 4-9=-438/0,3-12=-438✓O NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 pd(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MlTekV,connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the balding 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 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,seeANSVTPiI Quality Criteria,DS6-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informanon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Vesey Residence-Ashley Casey T11707645' J 170423 F06 Floor 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:37 2017 Page 1 I D:62bspJjBitygW ESi75PKLEqupMv-pECPH36oU8FGQfgjBtN41 e8hfKxASwDOdXbT8aytaki 1-3-0 1-9-0 0"L.8 Scale=1:20.7 4x4= 1.5x4= 1 4x7 2 3 4 5 6 1 _ 15 0 14 13 12 11 10 9 8 4x4= 1.5x4 11 1.5x4 11 4x4= 1-6-0 4-0-0 8-6-0_ 11-0-0 12-6.0 1-6-0 2.6-0 4-6-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [t-Edge 0-1-8] (6-0-1-8 Edge] (15.0-1-8 0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.07 9-10 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(TL) -0.13 9-10 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(TL) 0.03 7 n/a rVa BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:69 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=919/Mechanical,7=910/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-913/0,6-7=-905/0,1-2=-768/0,2-3=-1741/0,3-4=-2031/0,4-5=-1740/0,5-6=-770/0 BOT CHORD 12-13=0/1447,11-12=0/2031,10-11=0/2031,9-10=0/2031,8-9=0/1445 WEBS 6-8=0/1055,1-13=0/1 086,5-8=-1003/0,2-13=-1009/0,5-9=0/458,2-12=0/457,4-9=-518/0,3-12=-517/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Ord(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-14=-10,1-6=-140 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-14=-10,1-6=-140 3) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-14=-10,1-4=-140,4-6=-60 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pit) Vert:7-14=-10,1-3=-60,3-6=-140 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-14=-10,1-4=-140,4-6=-60 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Q WARNING-Verity design parameters and READ NOTES ON THIS AND iNcLUDED MITEK REFERANCE PAGE MA-7473 rev.184)311015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Indlvldual building component not a truss system.Before rise.the brdlding designer must verity the applicability of design parameters arxi properly h wtrporate 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 tracing MiTek' Is aiways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANS1/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plafe Institute.218 N.Lee Street,Sulte 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qt+r Ply I Vesey Residence-Ashley Casey 711707645 J170423 F06 Floor 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:37 2017 Page 2 ID:62bspJjBltygW ESi75PKLEqupMv-pECPH36oU8FGQfgjBtN41 e8hfKxASwDOdXbT8aytaki LOAD CASE(S) Standard Uniform Loads(plf) Vert:7-114=10,1-3=60,3-6=140 Q WARNING-Verity dedgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1OM312015 BEFORE USE. Design valW for use only with MiTek®connectors.This design Is based only u[xm Ixrameters shown,and is for an Irxlividual building component not a truss system.Before use,the building designer must verify the applicat-,Illty of design parameters and properly Incort.x,mte this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual Truss web and/or chord members only. Additional temporary and permanent bracing M(Tek is always required for stalAtty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrk:allo n,storage,delivery,erectim and bracing of trusses and truss systems,seeANSVMI Quality CrRMW,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. Tanpa,FL 33610 Job Truss Truss Type Qty+ Ply Vesey Residence-Ashley Casey 711707646 J170423 F07 Floor Supported Gable 1 1 _ Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:38 2017 Page 1 ID:62bspJjBlty9W ESi75PKLEqupMv-HRmnUP6QFRN71 pFvlavJash_IkUxBRy9rBLOhOytakh ON8 Scale=1:21.5 3x3 11 1 2 3 4 5 6 7 8 9 10 11 23 0 22 21 20 19 18 17 16 15 14 13 12 3x3 '.I 3x3 = 13-0-0 13-0-0 Plate Offsets()lY)-- [23:0-1-8,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) Na Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) Na Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 12 Na Na BCDL 5.0 Code FBC2014/TPI2007 Matrix-R Weight:62 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 20 SP No.2(flat) REACTIONS. All bearings 13-0-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)22,12,21,20,19,18,17,16,15,14,13 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. A WARNING-Verify design paramefers and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MO-7473 rev.10MM15 BEFORE USE. Design valld 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 bWlding designer must verity the anppilec"ity of design parameters and properly incort orate 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 k*Ky and property damage. for general guidance regarding the 1 fatrk:atlon,storage,delivery,erectim and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-a9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet.Sulte 312,Alexarndrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type 1 Qty Ply Vesey Residence-Ashley Casey 711707647 J170423 FOB Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:39 2017 Page 1 I D:62bspJjBity9 W ESi75PKLEqupMv-mdK9i17201V_fzg6JIQY63E9U7g3wuCJ4r4aDTytakg Scale=1:11.7 1 3x3 11 2 3 4 5 6 3x3 11 i 1 0 9 a 12 11 10 9 8 7 3x3 '.I 3x3 !I 5-10-7 - - 5-10-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdetl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) Na Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) Na Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 HOrz(TL) 0.00 7 Na Na BCDL 5.0 Code FBC2014/TPI2007 Matrix-R Weight:32 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-10-7 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 5-10-7. (lb)- Max Grav All reactions 250 Ib or less at joint(s)12,7,11,10,9,8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)na 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.ION3W I S BEFORE USE. Design valid for use only with Mllek©connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before arse,the building designer must verity the(Wicabllty of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent t)rckllrlg of Individual trust web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Inlury and property damage. For general guidance v-,jard ing the fabrication,storage,delivery,erection and bracing of Imsses and trust systems,seeANSV941 Quality Criteria,DSB-89 and SCSI Bulkling Component 6904 Parke East Blvd. Satety Information avallobte from Truss Plate Institute.218 N.Lee Sheet.Sulte 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Ott Ply Vesey Residence-Ashley Casey 711707648 J170423 F09 Floor Supported Gable 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:39 2017 Page 1 ID:62bspJjBlty9W ESi75PKLEqupMv-mdK9il7201V_fzg6JIQY63E9T7g3wuCJ4r4aDTytakg 1 2 3 4 5 3x3 I Scale=1:10.2 11 II I I o rb I 10 9 8 7 6 3x3= 3x3 469 4-6-9 - Plate Offsets(X,Y)-- [1:Edge,0-0-12] 111:0-1-8 0-0-121 LOADING (psf) i SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 I TC 0.08 Vert(LL) rVa n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) rVa rVa 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 6 n/a n1a BCDL 5.0 Code FBC2014ITP12007 Matrix-R Weight:26 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-6-9 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 4-6-9. (Ib)- Max Gray All reactions 250 Ib or less at joint(s)10,6,9,8,7 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1.4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. Q WARNING-Verfty daalyn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MX7473 rev.l aW2015 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,rut a inns system.Before use,the Lullding designer must verify the applicability of design fxnameters and properly Incorporate this design Into the over It bLAding design. Bracing indicated Is to prevent buckling of Individual truss web aril/or chord members only. Addiflonal 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,seeANSVTPI l Quality Criteria,D$8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply Vesey Residence-Ashley Casey T11707649 J170423 F10 Floor 16 1 'Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:40 2017 Page 1 I D:62bspJ)Blty9W ESi75PKLEqupMv-EpuXv58gn3drH701s?xnfHmEeX_4fEVSJVg7lvytakf 0-1-8 1-3-0 1-7-8 0-1 H! �� SI.,=1:40.5 5x5= 5x5= 1.5x4= 5x5= 3x8= 3x3= 3x3= 1.5x4 11 3x5= 3x3= 3x8= 3x6 FP 5x5= 1.5x4= 1 2 3 4 5 6 7 8 9 10 11 12 28 ) 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 4x4= 6x6= 4x4= 1.5x4 11 3x5= 3x3= 1.5x4 11 34= 1.5x4 11 3x3= 3x5= 1.5x4 11 5x5= 6x6= 4x4= 3x10 MT20HS FP= 24-0-0 24-0-0 Plate Offsets MY)— [1:Edge 0-1-8] [12:0-1-8 Edge] [13:Edge 0-1-81 [25:0-1-12 Edge] [27:Edge 0-1-8] [28:0-1-8,0-0-121,129:0-1-8,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.46 20 >620 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(TL) -0.72 20 >396 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WS 0.46 Horz(TL) 0.12 13 ri/a ri/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight:132 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 225OF 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 27=1300/0-5-8,13=1300/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-27=-1295/0,12-13=-1295/0,11-2=1 19510,2-3-3059/0,3-4=-4455/0,4-5=-5277/0, 5-6=-5594/0,6-7=-5594/0,7-8=-5275/0,8-9=-4455/0,9-11=-3059/0,11-12=-1 195/0 BOT CHORD 25-26=0/2259,24-25--0/3877,23-24=0/3877,22-23=0/4980,21-22=0/5594,20-21=0/5594, 19-20=0/5564,18-19-0/5564,17-18=0/4985,16-17=0/3876,15-16=0/3876, 14-15=0/2259 WEBS 1-26=0/1646,2-26=1 581/0,2-25=0/1190,3-25=1 184/0,3-23-0/837,4-23=7811/0, 4-22=0690,5-22=-744/511,5-21=-160/263,12-14=Q(1646,11-14=-1581/0,11-15=0/1189, 9-15=-1183/0,9-17-0/839,8-17=-788/0,8-18=0/453,7-18=-419/0,7-20=-427/585 NOTES- 1) OTES1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3°)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. A WARNING-Vedly design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek6 connectors.this design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Wx4porate this design Into the over., building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing We! k Is always required for stability and to prevent collapse with possible personal k*xy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Ott Ply Vesey Residence-Ashley Casey 771707650 J170423 F11 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:412017 Page 1 ID:62bspJjBlty9W ESi75PKLEqupMv-iORw7R9lYMliuHzUQjSOBUJV_xVjOojcX9ZgHLytake 0.48 0-k8 Scale=1:40.1 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 0 41 0 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 313- 3x3= 3x3= 3x6 FP= 24-0-0 2a-o-o Plate Offsets(X,Y)— [1:Edge 0-0121 [40:0-1-8 0-0-12) [41.0-1-80-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(rL) Na n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 21 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-R Weight:110 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 24-00. (lb)- Max Grav All reactions 250 Ib or less at joint(s)39,21,38,37,36,35,34,33,32,31,30,29,28,27,26, 25,24,23,22 FORCES. (lb)-Max CompJMax.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 100-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 r .iQN3/2015 BEFORE USE. Design valid for use only with Mliek connectors.This design is t x]sed only upon parameters shown.and Is for an Individual butldlny component,not a tnss system.Before rrse,the NAlding designer must verify the c t-44k ability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web cxnd/or chard members only.Addltkmal temporary and permanent bracing M176k Is always required for stability and to prevent collapse with possitAe personal troy and property damage. For general guidance regarding the tabricafkxn,storage,delivery,erection and bracing of trusses and truss systems,seeANSUMI Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. SaWy Information available from Truss Plate Institute.218 N.Lee Sheet.Sulte 312,AlexarKkla,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Vesey Residence-Ashley Casey J170423 A01 Hip Girder 1 1 1 711707651 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:12 2017 Page 1 ID:62bspJjBlty9W ESi75PKLEqupMv-2OBy1 W o6NS5pwpFwD7RCW NCOgFPv5eFLt82enXytal5 3-7-12 7-0-0 9-0-0 12-4-4 16.0-0 3 7-12 3-4-4 2-0-0 3-4-4 3 7-12 4x7= Scale=1:34.4 4x4= 4 5 8.00 12 3x5�i 3x5 6 3 rn N N 3x4 3x4 7 2 1 8 �d `1 12 21 11 10 22 9 3x8 11 1.5x4 I I 30= 3x8= 1.5x4 II 3x8 I I 3 7-12 7-0 0 9-0 0 12-4-4 16-0-0 3-7-12 3 4 4 2-0 0 3-4-4 3-7-12 Plate Offsets MY)— 11-0-3-8 Edge] [4-0-5-4 0-2-0] [8.0-5-6 Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.0811-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.1311-12 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.16 Horz(TL) 0.06 8 n/a n1a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:101 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1381/0-5-8,8=1381/0-5-8 Max Horz 1=133(LC 24) Max Uplift 1=800(LC 8),8.800(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1927/1174,3-4=-1859/1226,4-5=-1544/1074,5-6=-1 864/1229,6-8=-1924/1173 BOT CHORD 1-12=-880/1524,11-12=880/1524,10-11=983/1538,9-10=879/1522,8-9=879/1522 WEBS 3-11=-323/309,4-11=-352/635,5-10=-357/642,6-10=-326/314 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=241t;eave=4ft;Cat. II;Exp C;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 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=800,8--800. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)376 Ib down and 435 Ib up at 7-0-0,and 376 Ib down and 435 Ib up at 9-0-0 on top chord,and 251 Ib down and 185 Ib up at 6-9-14,329 Ib down and 227 Ib up at 7-2-2,and 329 Ib down and 227 Ib up at 8-9-2,and 251 Ib down and 185 ib up at 9-2-2 on bottom chord. The designtselection 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:1-4=-54,4-5=-54,5-8=-54,13-17=-20 Concentrated Loads(ib) Vert:4=-209(F)5=-209(F)11=-329(F)10=329(F)21=-251(F)22=-251(F) 0 WARNkVG-Verity dedgn peranWers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.laV3/2015 BEFORE USE. Design valid for use only with MiTek®connectors.Ns design Is based only upon parameters shown,and is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chard 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 thio fabrication.storage,delivery,erection and bracing of trusses and in=systems,seeANSVMI Quality Criteria,D38-89 and BCSI Sullang 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 Type Ott Ply Vesey Residence-Ashley Casey T11707652 J170423 A02 Common 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:13 2017 Page 1 ID:62bspJjBlty9W ESi75PKLEqupMv-WdIKEspkSmDgXzg6ngyR3a9apfnNq6iU5onCJzytal4 8-0-0 16-0-0 8-0-0 8-0-0 6x5= Scale=1:38.4 3 Z,�' 17 18 3x4 1 6 I 19 6 20 3x8 11 1.5x4 11 3x8 I I 6-0-0 16-0.0 8.0-0 8.40 Plate Offsets(XY)- (1.0-3-8 Edge] [5.0-5.6 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.12 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.23 6-9 >835 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 HOfz(TL) 0.06 1 rVa rVa BCDL 10.0 Code FBC2014/TP12007 Matfix-MSH Weight:67 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-9 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 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=592/0-5-8,5=592/0-5-8 Max Horz 1=-151(LC 10) Max Uplift 1=-213(LC 12),5=-213(LC 12) Max Grav 1=624(LC 17),5=624(LC 18) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=729M%3-5=-729/299 BOT CHORD 1-6=1 02/578,5-6=-102/578 WEBS 3-6=34/386 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24tt;eave--411 Cat. II;Exp C;Encl.,GCpi-0.18;MW FRS(directional)and C-C Extefior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-0-0,Exterior(2)8-0-0 to 11-0-0 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,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 1=213,5=213. A WARNING-verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE Design valid for use only Win MiTekU connectors.1Ns design Is teased only upon parameters shown,and Is for an inaiv(luol t)umirg component not a truss system.Before use,the UWlding designer must verify the applicr"Ity of design parameters and properly trcorfxxate this design into the overall building design. Brac:hg indicated Is to prevent buckling of Indivkival truss web and/or chord members only.AdditioryA temporary and permanent tracing MiTek Is always required for stability and to prevent collapse with possible personal"and property damage. For general gutdcurce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPll Quality Criteria,D56-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Pty Vesey Residence-Ashley Casey 711707653 J170423 B01 Hip Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:16 2017 Page 1 ID:62bspJjBlty9W ESi75PKLEqupMv-xCRTturdQhbFPRZhSyV9hDn8Ysovl OKwomOswlytall 3-7-12 7-0-0 11-116 169-0 21-6-10 26-6.0 29-10-4 336-0 3-7-12 3 4-4 4-11-6 49-10 4-9-10 4-11-6 3 44 3-7-12 Scale=1:57.2 4x7= 1.5x4 I I 3x8= 1.5x4 11. 4x7= 4 27 28 29 5 3031 32 6 33 3435 7 36 37 38 8 8.00 12 3x5�i X343 4x4-i 2 1 11 Io 39 40 41 42 43 44 45 46 47 48 18 17 i6 15 14 13 12 4x7 I 2x4 13x4= 3x8= 8x8= 3x8= 3x4= 2x4 11 4x7 11 3-7-12 7-PO 11-11-6 169-0 21610 26-60 29-10-4 336-0 3-7-12 3 4 4 411 6 49-10 4-9.10 4 11-6 344 3.72 Plate Offsets(X,Y)-- 14:0-5-4,0-2-01,[8:0-5-4,0-2-01,[15:G-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.18 15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.28 15 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(TL) 0.08 11 n/a rVa BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:470 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-13 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 1-10-12,Right 2x6 SP No.2 1-10-12 REACTIONS. (lb/size) 1=280010-5-8,11=280310-5-8 Max Horz 1=135(LC 7) Max Uplift 1=-1661(LC 8),11=-1662(LC 8) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-3794/2308,3-4=-4145/2602,4-5=4607/29311 5-6--4607/2931,6-7=-4614/2931, 7-8=-4614/2931,8-9=-4151/2603,9-11=-3799/2309 BOT CHORD 1-18=-1804/3039,17-18=-1804/3039,16-17=2074/3449,15-16=-3008/5019, 14-15=-3008/5019,13-14=-2038/3454,12-13=-1 803/3043,11-12=-1803/3043 WEBS 3-18=499/345,3-17=-523/613,4-17=-276/609,4-16=-1026/1683,5-16=-553/474, 6-16=-617/376,6-15=-65!438,6-14=-606/375,7-14=-558/475,8-14=-1027/1686, 8-13=-276/610,9-13=-524/615,9-12=-500/345 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:2x6-2 rows staggered 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=34ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;and vertical left and right exposed;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 capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=1661,11=1662. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED ABTEK REFERANCE PAGE AM-7473 rev.1010312015 BEFORE USE. Design valid for use only with Mliekli connectors.This design Is txjsed only upon parameters shovm,and Is for ar individual balding component,not a trms system.Before use,the bLAlding designer must verily the appilcabllty,of design parameters and properly Incorporate this design Into the overall Lxdlding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members oNy. Additional temporary and permanent bracing MiTek' Is alwoys required for stability and to prevent collapse with posdAe personal Injury and property damage. For general guldance regarding the fobik:atlon,storage,delivery,erection and tracing of trusses and truss systems,seeANSViPI l QuaNly CrImm ,DSB-89 and BCSI Budding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss TypeQty Ply Vesey Residence-Ashley Casey J170423 B01 Hip Girder 1 2 Job Reference 711707653 o tional Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:16 2017 Page 2 I D:62bspJjBlty9W ESi75PKLEqupMv-xCRTturdQhbFPRZhSyVghDn8Ysov1 OKwom0swlytal1 NOTES- 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)373 Ib down and 438 Ib up at 7-0-0,152 Ib down and 165 Ib up at 9-2-14,149 Ib down and 164 Ib up at 11-2-14,144 Ib down and 164 Ib up at 13-2-14,144 Ib down and 164 Ib up at 15-2-14,144 Ib down and 164 Ib up at 16-9-0,144 Ib down and 164 Ib up at 18-3-2,144 Ib down and 164 Ib up at 20-3-2,152 Ib down and 165 Ib up at 22-3-2,and 152 Ib down and 165 Ib up at 24-3-2,and 373 Ib down and 438 Ib up at 26-6-0 on top chord,and 251 Ib down and 185 Ib up at 6-9-14,329 Ib down and 227 Ib up at 7-2-2,86 Ib down and 39 Ib up at 9-2-14,81 Ib down and 38 Ib up at 11-2-14,81 Ib down and 38 Ib up at 13-2-14,81 Ib down and 38 Ib up at 15-2-14,81 Ib down and 38 Ib up at 16-9-0,81 Ib down and 38 Ib up at 18-3-2,81 Ib down and 38 Ib up at 20-3-2,86 Ib down and 39 Ib up at 22-3-2,86 Ib down and 39 Ib up at 24-3-2,and 329 Ib down and 227 Ib up at 26-3-2,and 251 Ib down and 185 Ib up at 26-8-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-4=-54,4-8=54,8-11-54,19-23=-20 Concentrated Loads(lb) Vert:4—209(F)8=209(F)17=-329(F)15---66(F)6=-106(F)13=329(F)28=1 12(F)29=106(F)31=1 06(F)32=106(F)33=-106(F)34=1 06(F)36=1 12(F) 37=-112(F)39=-251(F)40=-71(F)41=-66(F)42=-66(F)43=-66(F)44=-66(F)45=-66(F)46=71(F)47=71(F)48=-251(F) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE M9-7473 rev.10AM2015 BEFORE USE. Design valid for use only with MITekG connectors.This design is trjsed 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 parameters and properly Incorporate this design into the overall buMding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M(Tek is always required for stability and to prevent collapse with possible personal Irlu>ly and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truro Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Vesey Residence-Ashley Casey Ti1707654 J170423 B02 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,TL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:18 2017 Page 1 I D:62bspJjBlty9W ESi75PKLEqupMv-taYDIZttylryekj3aNYdmesOSgTYVJODF4Vy_Aytal? 4-7-12 9-0-0 16-9-0 24-6-0 28-10-4 3&6-0 4-7-12 4-4-4 7-9-0 7-9-0 4-4-4 4-7-12 Scale=1:57.4 5x5= 3x8= 5x5= 4 22 23 5 24 25 6 8.00 F12 1.5x4 1.5x4 7 3 rn 26 dr 21 3x4�i ( 3x4 Q 2 8 9 1 Io 12 27 it 28 10 3x8 I 3x8= 5x5= 3x8= 3x8 11 9-0-0 16-9-0 24-6-0 33-6.0 9-0-0 7-9-0 7-9-0 9-0-0 Plate Offsets[),Y) [1-0-3-8 Edge] [4.0-2-8 0-1-13] [6:02-8 P1-13] [9.0-5-6 Edge] [11:0-2-8 0-3-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.13 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.3011-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(TL) 0.11 9 rl/a rVa BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:184 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-13 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-12,5-10 OTHERS 2x4 SP No.2 Fasten(2)0 T and I braces to narrow edge of web with 1 Od SLIDER Left 2x4 SP No.2 2-0-0,Right 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. [MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection,in accordance with Stabilizer Installation guide I REACTIONS. (lb/size) 1=124005-8,9=1240/0-5-8 Max Horz 1=-179(LC 10) Max Uplift 1=-445(LC 12),9=445(1-C 12) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1729!796,3-4-1 586/764,4-5=-1319/697,5-6=-1319/697,6-7=-1586!764, 7-9=-1729!796 BOT CHORD 1-12=-571/1491,11-12=-606/1751,10-11=X06/1751,9-10=564/1373 WEBS 4-12=-197/572,5-12=-615/232,5-11=0/372,5-10=-6151232,6-10=-197/572 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=45ff;L=34ft;eave=4ff;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-4-3,Interior(1)3-4-3 to 9-0-0,Exterior(2)9-0-0 to 28-11-12,Interior(1)28-11-12 to 33-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 8r 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 Qt=1b) 1=445,9=445. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 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 omponent,not o Russ system.Before 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 and/or chord members only.Additional temporary and permanent bracing MI-Tek Is alwaysrequired for stabil! and to prevent toll with possbte personal frtRay and property damage. For general guidance regarding the fabricatn storage.delivery erection and bracing of trusses and truss systems,seeANSI/MI Quality Crtiedo,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Q IPly Vesey Residence-Ashley Casey T117076661 J170423 603 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:19 2017 Page 1 ID:62bspJjBity9W ESi75PKLEqupMv-Ln6bVvuVjczpGuIG853sirPe93rzEmfNUkE WXdytal_ 5 7-12 11-0-0 16-9-0 22-6-0 27-10-4 33-6-0 5 7-12 5 44 5-9-0 5-9-0 5-4-4 5-7-12 Scale=1:57.1 4x7= 1.5x4 11 4x7= 4 25 26 5 27 28 6 8.00 12 3x5 29 3x5 24 7 3 m 30 Z,5'- 3x4 8 9 1 1Q 0 j; 14 13 31 12 32 11 10 3x8 II 1.5x4 11 3x4= 5x8= 3x4= 1.5x4 11 3x8 11 5 7-12 11-0-0 16-9-0 22-6-0 27-10-4 33.6.0 5 7-12 5-4-4 5-9-0 5-9-0 5.4-4 5-7-12 Plate offsets QX Y)— [1:0-3-8 Edge) [4.0-5-4 0-2-01 [6.0-5-4 0-2-01 [9.0-5-6 Edgel [12:0-4-0 0-3-01 LOADING(psQ SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.09 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.22 12-13 >999 180 BCLL 0.0 Rep Stress incr YES WB 0.38 Horz(fL) 0.10 9 n1a IVa BCDL 10.0 Code FBC2014/fP12007 Matrix-MSH Weight:205 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-5 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1240/0-5-8,9=1240/0-5-8 Max Horz 1=-219(LC 10) Max Uplift 1=-445(LC 12),9=-445(LC 12) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-3=1 741f766'3-4=-1505/746,4-5=-1352/761,5.6=-1352/761,6-7=-1 505f746, 7-9=-1741/766 BOT CHORD 1-14=-542/1517,13-14=-542/1517,12-13=-368/1290,11-12=-360/1199,10-111=53511384, 9-10=-535/1384 WEBS 3-13=-397/223,4-13=-109/376,4-12=-137/373,5-12=-349/247,6-12=-137/373, 6-11=-1 09/376,7-11=-397/223 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=35ft;L--34ft;eave--41t;Cat. II;Exp C;Enci.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 3-4-3,Interior(1)3-4-3 to 11-0-0,Exterior(2)11-0-0 to 27-2-14,Interior(1)27-2-14 to 33-6-0 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,with BCDL=1 O.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=445,9--445. Q WARNkVQ-Veft design parameters and READ NOTES ON THIS ANDY CLUDED MTTEK REFERANCE PAGE 114I1-7473 rev.10/03/2015 BEFORE USF- Design SEDesign valid for use only with MITekO connectors.This design is based only upon par ineiefs shown,and is for an Individual bolding congxment,not a truss system.Before 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 and/or chord members only.Addillonal temporary and permanent bracing M iTe k Is always required for stability and to prevent collapse with possible personal toy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of musses and truss systems,seeANSVTPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety InformaXan available from Truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. I Tampa,FL 33610 Job Truss Truss Type Qty Ply Vesey Residence-Ashley Casey 711707656 J170423 B04 Hip 1 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:20 2017 Page 1 ID:62bspJjBlty9W ESi75PKLEqupMv-pzg_iFv7Uv5gt2tShoa5r3)dFTBcz9iWi0_323ytakz 6-7-12 13-0-0 20-6-0 26-10-4 33 6-0 6-7-12 6-4-4 7-6-0 6-4-4 6-7-12 4x10= Scale=1:62.2 4x4= 4 23 24 5 8.00 12 25 3x5 i 22 3x5 3 6 m rn 26 3x4 i2 21 3x4 7 8 1 Io 12 11 27 10 9 3x8 11 1.5x4 11 5x5= 5x8= 1.5x4 11 3x8 6-7-1213-0-0 20-6-0 26-10-4 33-6.0 6-7-12 6 4 4 7-6-0 6-4-4 6-7-12 Plate Offsets(X,Y)-- [1.0-38 Edge],[4:0-7-12,0-2-01,15:0-2-4.0-2-41,[8:0-5-6 Edge] [10:0-4-0,0-3-01,[11:0-2-8,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.15 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.32 10-11 >999 180 i BCLL 0.0 ' Rep Stress incr YES WB 0.58 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:1941b FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-4 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-4-10 OTHERS 2x4 SP No.2 Fasten(2)Q T and I braces to narrow edge of web with 1 Od SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 (0.131'x3')nails,6in o.c.,with Sin minimum and distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1240/0-5-8,8=1240/0-5-8 Max Horz 1=258(LC 11) Max Uplift 1=-445(LC 12),8=445(1-13 12) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 11-3=11 7361753,3-4=-1420/717,4-5=-1 165/675,5-6=-1416!715,6-8=-1736!753 BOT CHORD 1-12=-519/1512,11-12=-519/1512,10-11=-302/1201,9-10=-511/1375,8-9=-511/1375 WEBS 311=-507/274,4-11=128/493,5-10---132/453,6-10=-509/275 NOTES- 1) OTES1)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=34ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 34-3,Interior(1)3-4-3 to 13-0-0,Extedor(2)130-0 to 25-2-14,Interior(1)25-2-14 to 336-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces A 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=t O.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 1=44518=445. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. WARNING-Veviy deelgn pammeters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M11-7473 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 irvJividual buYding component not a truss system.Before use,The brdlding designer must verify the applicability of design parameters and properly incorporate this design into the overall brAding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTe k Is always requhed for stability and to prevent collapse with possUe personal Ir*xy and property damage. For general guidance regarding the ic"Icatlon,storage,delivery,erection and bracing of trusses and fnus systems,seeANSVTPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ory Ply Vesey Residence-Ashley Casey 711707657 J 170423 B05 Hip 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:212017 Page 1 ID:62bspJjBlty9W ESi75PKLEqupMv-H9EMwbvmFDDXVCReFW 5KNGUxLtW kigZfx2j daVytaky 7-6-4 14-9-0 18 9-0 25-11-12 33-6-0 1 7-6-4 7-2-12 4-0-0 7-2-12 7-6-4 4x7= Scale=1:66.7 5x5= 4 5 I 8.00 12 23 22 3x5 3x5'� 3 6 � n 0 24 3x4 2 21 3x4� 7 8 IT 1 m 0 25 12 26 11 27 10 28 9 29 3x8 I I 1.5x4 11 5x5= 3x8= 1.6x4 11 3x8 11 7-6-4 14 9 0 18 9 0 25-11-12 33-6.0 7-" 7-2-12 4.0-0 7-2-12 7 6 4 Plate Offsets(X,Y) [1.0-3-8 Edge] [4.0-5.4 0-2-0] [5.0-2-8 0-1-13] [8.0.5-6 Edge] [71:0-2-80-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdafl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.11 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.31 11-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.35 Horz(TL) 0.11 8 rVa n1a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:203 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-4-2 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-11,4-10,6-10 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 Od SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 (0.131'x3')nails,6in o.c.,with 31n minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installationguide.____ REACTIONS. (Ib/size) 1=1240/Mechanical,8=1240/0.5-8 Max Horz 1=-293(LC 10) Max Uplift 1=-445(LC 12),8=445(!-C 12) Max Grav 1=1323(LC 17),8=1319(LC 18) FORCES. (lb)-Max CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1844/735,34=-1350/684,4-5-1160/651,5-6=-1339/6811 6-8=-1839/735 BOT CHORD 1-12=-492/1663,11-12--492/1663,10-11-230/1168,9-10=-484/1439,8-9=484/11439 WEBS 312=0(298,3-11=-621/329,4-11=-168/537,5-10=-185/498,6-10=-024/329,6-9=0/300 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=34ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=O.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-4-3,Interior(1)3-4-3 to 14-9-0,Exterior(2)14-9-0 to 18-9-0,Interior(1)23-5-14 to 33-6-0 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,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=lb) 1=445,8=445. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Q WARNMIQ-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual txulding component,not a inns system.Before rise,the building designer must verify the applicablity of design paramelers and properly Inccut,or to this design Into the overall ;� binding design. Bracing Indicated Is to prevent buckling of indtvWUa1 truss web and/or chord members only. Additional temporary and permanent bracing MI Tek Is always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the fabcation.storage,delivery,erection and bracklg of trusses and truss systems,seeANSVTPII Quality Crlferta,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informs lon available from Truss Plate Institute,218 N.Lee Sheet.Suite 312,AlexanddcL VA 22314. Tampa,FL 33610 Job Truss Truss Type afy Ply 1 Vesey Residence-Ashley Casey T11707658 J 170423 B06 Common 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:23 2017 Page 1 ID:62bspJjBlty9W ESi75PKLEqupMv-EYM6LHxOngUFkWbi Nx7oThZIKh8DAZXyPMCjtOyUkw 5-9-5 11-3 3 16-9-0 22-2-13278-1131 33-6-0 5-9-5 5-5 13 5 513 5 5 13 5-5-13 5-9-5 4x4= Scale=1:70.1 5 8.00 FIT 22 23 3x4 i 3x4 4 6 5x5 i 5x5 3 7 24 3x4-i 2 21 3x4 8 9 1 I� W 0 12 25 26 11 27 28 10 3x4= 5x8= 3x4= 3x8 I 3x8 I I 8-6-4 16-9-0 24-11-12 33-6-0 8 6 4 8-2-12 8-2-12 8-6-4 Plate Offsets(YY)— [1.0-5-6 Edge] [3.0-2-8 0-30] [7.0-2-8 0-30] [9-0-5-6 Edge] [11:0-4-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.21 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.41 11-12 >979 180 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.10 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:199 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-11,6-11,4-11 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1 Od SLIDER Left 2x4 SP No.2 2-0-0,Right 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1240/Mechanical,9=1240/0-5-8 Max Horz 1=-332(LC 10) Max Uplift 1=-445(LC 12),9=445(1-G 12) Max Grav 1=1256(LC 17),9=1256(LC 18) FORCES. (lb)-Max CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1759/703,34=-1710/730,4-5=-1336/639,5-6=-1336/639,6-7_1 71 Of730, 7-9=175W703 BOT CHORD 1-12=-471/1628,11-12=-308/1378,10-11=-308/1235,9-10=-471/1380 WEBS 5-11=-508/1187,6-1 1=-61 41341,6-10=140/414,7-10=-280/221,4-11=-614/341, 4-12=-140/414,312=-280/221 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-151t;L=34ft;eave=oft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 34-3,Interior(1)3-4-3 to 16-9-0,Extedor(2)16-9-0 to 20-1-3 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)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)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 1=445,9=445. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 0 WARNING-Verity dedgn pam toters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use orgy with MITek®connectors.TNs design Is based only upon parameters shown.and is tot an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal"and property damage. For general guidance regarding tine fabrication,storage,delivery,erection and bracing of musses and truss systems,seeANSI/1Pr 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 Oly Ply Vesey Residence-Ashley Casey 711707659 J 170423 B07 Common 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:24 2017 Page 1 I D:62bspJjBlty9W ESi75PKLEqupMv-ikwUYdyeY8c6MfADwee 1?v6Ur4 W Nv116dOyHBgytakv 5-9-5 11-3 3 16-9-0 22-2-13 27-8-11 33.6-0 5-9-5 5-5 13 5 5 13 SS 13 5 5-13 59-5 4x4= Scale=1:70.1 5 8.00 F12 23 24 3x4 3x4 4 6 5x5 5x5 3 7 22 25 3x4�i 2 3x4� 8 9 1 � Io 13 26 12 27 11 28 29 10 3x4- 5x8= 3x4= 3x8 I i 3x8 I I 86-4 12 6 0 16 9-0 24-11-12 33-6-0 8-6-4 3 11-12 430 8-2-12 8-6-4 Plate Offsets(X Y)-- [1.0-5-6 Edge] [3.0-2-8 0-&0] p-0-2-8 0-3-0] [9.0-0-0 0-0.0] [9:0-5-6 Edael [11.0-4-0 0-3-01 LOADING(pst) SPACING- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Ven(LL) -0.25 10-11 >984 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.5010-11 >502 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(TL) 0.09 9 n/a rVe BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight:199 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-8-5 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-5-11,6-11,4-11 OTHERS 2x4 SP No.2 Fasten(2)) T and I braces to narrow edge of web with 1 Od SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 (0.131'x3')nails,6in o.c.,with 31n minimum end distance. Brace must cover 90%of web length. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1146/Mechanical,9=1183/0.5-8,12=151/0-3-8 Max Horz 1=-332(LC 10) Max Uplift 1=-427(LC 12),9=435(LC 12),12=29(1-C 12) Max Grav 1=1146(LC 1),9=1183(LC 1),12=219(LC 17) FORCES. (lb)-Max CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1 578/672,3-4=-1545/699,4-5=-1230/619,5-6=-1231/617,6-7=-1624!712, 7-9=1657/685 BOT CHORD 1-13=-447/1436,12-13=-284/1205,11-12=-284/1205,10-11=-293/1116,9-10=-457/1304 WEBS 6-10=-145/452,7-10=-283/222,5-11=-486/1069,6-11=-629/344,4-11=565/331, 4-13=-127/332,3-13=-299/225 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--34ft;save-oft;Cat. 11;Exp C;Encl.,GCpi-0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 3-4-3,Interior(1)3-4-3 to 16-9-0,Extedor(2)16-9-0 to 20-1-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 6 MWFRS 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)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)12 except Qt=lb) 1=427,9=435. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MIF7473 rev.1aW/Y015 BEFORE USE. Design valid for use only with MITekO connectors.This design Is lxm-d only upon parameters shown.and Is for an Individual building component,not a muss system.Before use,the building designer must verity the applk:abiilty of design parameters and properly hcorporate 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 requAred for stability and to prevent collapse with possble personal Injury and property damage. For general guidance regardlr kj the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TM l GrwMy Criteria,DSB-89 and SCSI Building Component 6904 Parke East BNd. Sdety Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexaidla.VA 22314. Tampa.FL 33610 Job Truss Truss Type CITY Ply Vesey Residence-Ashley Casey 711707660 J170423 608 Attic 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:26 2017 Page 1 ID:62bspJjBlly9W ESi75PKLEqupMv-e71 Fzizu4lsgbzKc23hV4KB13uBZNgU06JROFjytakt 15.6-6 17-11-10 20-1-12 6.8-4 13.44 15.0-1 16-9• 18,6 15 26-9.12 33-6-0 6-8-4 6-8-0 1-7-13 -2-1 -6 6.8-0 6.84 0-6-5 1-2-10 1-7.13 5x 5 Scale 1:71.0 = 20= 6 2x4= 8.00 12 1.5x4 II 5 7 1.5x4 11 4 21 8 1.5x4 11 6x6�i 6x6 3 9 31 4x4�i 2 30 4x4 10 CM 1 11 tog Idly 20 1918 16 13 12 4x7 I 2x4 11 3x4= 8x6= 3x4= 2x4 11 4x7 11 6 8 4 12-6-0 13-4 A 16-9.0 20 1-12 26-&12 __33-6-0 6&4 5&12 0104 3412 + 34-12 1 68-0 684 Plate Offsets(X,Y)— [3:0-3-0,0-3-41,19:0-3-0,0-3-41,[16:0-4-0,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) VM Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.3712-13 >671 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.78 12-13 >316 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 HOfz(TL) 0.04 11 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MSH Attic -0.14 14-17 588 360 Weight:237 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E`Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 1-3,9-11:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 SP No.2*Except* WEBS T-Brace: 1x4 SPF Stud-9-13,3-18 14-17:20 SP No.2 20 SP No.2-4-17 WEBS 2x4 SP No.2 Fasten(1)) T and I braces to narrow edge of web with 8d OTHERS 2x4 SP No.2 (0.113'x2.5')nails,61n o.c.,with 3in minimum end distance. SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 and Fasten(2X) T and I braces to narrow edge of web with 1 O (0.131'x3')nails,61n o.c.,with 3in minimum end distance. Brace must cover 900%of web length. JOINTS 1 Brace at Jt(s):15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=971/Mechanical,11=1112/0-5-8,19=578/0-3-8 Max Horz 1=-329(LC 10) Max Uplift 1=-254(LC 12),11=-311(LC 12),19=236(1_C 12) Max Grav 1=1007(LC 19),11=1212(LC 19),19=803(LC 18) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3--1390/388,3-4=1 278/358,4-5=913/394,5-6=22&630,6-7=-255/706, 7-8=-837/364,8-9=-1252/369,9-11=1704/487 BOT CHORD 1-20=-206/1103,19-20--207/1104,18-19--207/1104,16-18—W09,13-16=-74/1037, 12-13=-293(1345,11-12=-294/1348,15-17=-655/52,14-15=-655/52 WEBS 13-14=-44/276,8-14=-22/417,9-13=-719/372,9-12=-34/297,17-18=-292/215, 4-17=-56/397,3-18=-442/272,5-21=-1788(754,7-21=-1788f754,15-16=-366/0, 14-16=0/537,16-17=106/821 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=34ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-12 to 3-4-15,Interior(1)3-4-15 to 16-9-0,Exterior(2) 16-9-0 to 20-1-12 zone;cantilever left and fight exposed;end vertical left and right exposed;C-C for members and forces A 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)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.15-17,14-15 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 lb uplift at joint(s)except(jt=1b) 1=254 11=311,19=236. 0 WARNING-Verily design pmematers and READ NOTES ON THIS AND INCLUDED AffTEK REFERANCE PAGE A9.7473 rev.16MM15 BEFORE USE. Design valid for use only with MilekO connectors.This design Is txiw..1 only upon parameters shown,and Is for an Individual building component,not a inks system.Before use,the building designer must verify the applicability of design parameters and properly incortxxate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M t Te k Is always required for stability and to prevent collapse with possbie personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI SutidIng Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tampa.FL 33610 Job Truss Truss Type O Ply Vesey Residence-Ashley Casey 711707660 J170423 BOB Attic 2 11 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:26 2017 Page 2 ID:62bspJjBlty9W ESi75PKLEqupMv-e71 Fzlzu4lsgbzKc23hV4KB13uBZNgUOSJROFjytakt NOTES- 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 9)Attic room checked for U360 deflection. A WARNING-Verity design Peremefers and READ NOTES ON TMS AND WCLUDED MIrEK REFERANCE PAGE M11-7473 rev,1=12015 BEFORE USE. Design valid for use orgy with MITek©connectors.This design Is based only upon porarnelers shown,and Is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and property hcorporaie this design into the overall building design. Bracing Indicated is to prevent buckling of indlvkIlu l truss web aril/or chord members only. Additional temporary and permanent tracing MI Tek Is always required for stability and to prevent collapse with possUe personal"and property damage. For general guidance regarding the fabrication,storage,delivery,erectbn and bracing of trusses and huss systems,seeAN51/IVI l Dually CrMerio,DSB-89 and li BuNdn9 Component 6904 Parke East BNd. Solely Intormallon available from Truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Vesey Residence-Ashley Casey 711707661 , J170423 C01 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:27 2017 Page 1 I D:62bspJjBlty9W ESi75PKLEqupMv-6JbdBe_W r3_hD7vocmCkdXk?DlfY6N9YJzAxo9ytaks 5-0-0 10-0-0 6.0-0 5-0-0 Style=1:26.9 4x7= 3x4 11 3 11 12 4 I 8.00 12 3x4�i 2 1 Li 13 6 14 15 2x4 11 5 3x5 I I 8x8= 5-0.0 10-0.0 5-0-0 5-0-0 Plate Offsets(X,Y)-- (1-Edge 0-0-3] (3:0-5-00-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.02 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Vert(rL) -0.03 5-0 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) -0.01 1 rUa Na BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:61 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 2x6 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 1-10-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=599/0-5-8,5=730/0-5-8 Max Horz 1=179(LC 7) Max Uplift 1=-328(LC 8),5=-495(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-7161448 BOT CHORD 1-6=-423/571,5-6=43Q(588 WEBS 3-6=-212/471,3-5=-687/461 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ff;eave=oft;Cat. 11;Exp C;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=1b) 1=328,5--495. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated loads)288 Ib down and 296 Ib up at 5-0-0,and 127 Ib down and 123 Ib up at 7-2-14,and 127 Ib down and 123 Ib up at 8-9-2 on top chord,and 138 Ib down and 123 Ib up at 4-9-14,190 Ib down and 157 Ib up at 5-2-2,and 53 Ib down and 32 Ib up at 7-2-14,and 53 Ib down and 32 Ib up at 8-9-2 on bottom chord. The design/selection of such connection device(s)Is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-4=-54,5-7=-20 Concentrated Loads(Ib) Vert:3=-71(F)6=-190(F)11—64(F)12=-64(F)13=-138(F)14=-45(F)15=-45(F) WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev.10103/2015 BEFORE USE. Design valid tot use orgy with MITek®connectors.this design Is based only upon parameters shown,and Is for an individual building component not a lnrss system.Before use,the building designer must verify the aq.MicobilN of design parameters and properly Incorporate this design Into the overall btlding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k Is always required for stabillty and to prevent collapse with possible personal k1NAV and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSVTPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Infomnallon available from Truss Plate Irsstitute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa-FL 33610 Job Truss Truss Type Qty Ply Vesey Residence-Ashley Casey 711707662 J170423 CO2 HIP GIRDER t 1 Job Reference o tionap Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:28 2017 Page 1 I D:62bspJj BIty9W ESi75PKLEqupMv-aW 9?O_?gcN6YrH U_gUjzAl Hgviz3rmShYdwU Kbytakr 3-4-46-5-0 9-7-0 til-0 3-4-4 3-0-12 3-2-0 -5- 0 Scale=1:34.7 4x4= 6x6- 4 5 _ I I B.00 F12 4x7 5, 3 a Z,�- N Ia 13 B 14 15 7 16 6x8 11 Special 3x8 I 10x10- HTU26 6 3x8 11 HTU26 HTU26 HTU26 3-4-4 6-5-0 10-0-0 3-4 4 3-0 12 3-7-0 Plate Offsets(X,Y)-- 11:0-0-15,0-1-71,[1:Edge,0-2-13] [5:0-3-00-1-13] [6:0-5-40-1-8] [7:0-5-00-6-4] [8:0-5-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl UdI PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Veri(LL) -0.04 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.10 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:84 Ib FT=20 i LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins, BOT CHORD 2x8 SP DSS except end verticals. WEBS 2x4 SP No.2'Except` BOT CHORD Rigid ceiling directly applied or 8-11-2 oc bracing. 5-6:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-7-9 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=3239/0-5-8,6=2933/0-5-8 Max Horz 1=223(LC 24) Max Uplift 1=-1054(LC 8),6=-1 1 13(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-3602/1239,3-4=-2051/771,4-5=-1708/687,5-6=-2503/959 BOT CHORD 1-8=-1102/2939,7-8=-1102/2939 WEBS 3-8=-563/1798,3-7=-1 613/584,4-7=-383/965,5-7=-1074/2930 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ff;B=45ft;L=24ft;eave=oft;Cat. Ii;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever lett 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.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=1054,6=1113. 7)Use Simpson Strong-Tie HTU26(20-1Od Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 3-4-12 from the left end to 7-11-4 to connect truss(es)to back face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)951 Ib down and 274 Ib up at 1-4-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10) 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=-54,4-5=-54,6-9=-20 Q WARNING-Verly design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERANCE PAGE MII-7473 rev.rOA13/20f5 BEFORE USE. Design valld for use only with MiTek®connectors.this design Is based only upon parameters shown,and Is for an Individual building cornponent,not a tnrss system.Before use,the building designer must verify the opplicatAily of design parameters and properly I icorporate this design into the overall building design. Bracing Indicated is to prevent bxlckling 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 babrk;atbn,storage,delivery,erection and txactng of misses and truss systems,seeANSI/TPI i Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avcdlc"e from Truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type O Ply Vesey Residence-Ashley Casey 7117076621 J170423 CO2 HIP GIRDER 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:28 2017 Page 2 ID:62bspJjBlty9W ESi75PKLEqupMv-aW 9?O_?9cN6YrHU_9UjzAiH9viz3rmShYdwUKbytakr LOAD CASE(S) Standard Concentrated Loads Ob) Vert:8=951(B)13=9511(B)14=1 126(B)15=-1220(B)16=1220(1]11) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev_IOM2015 BEFORE USE. Design valid fof use only with MITek8 connectors.INS design Is t used only upon pararneters shown,and Is lot ar individual building corn fanont.not a truss system.Before use,the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTe k' Is always requited for stability and to prevent collapse with possible personal"and Property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and fuss systems,seeANSVMI QuaBry CrBerta,DSB-89 and SCSI Bulling Component 6904 Parke East Blvd. Safety IrdormaBon available from Truss Rate Institute.218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 JobTruss Truss Type 0 Ply Vesey Residence-Ashley Casey 711707663 J170423 D01 Common 5 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:29 2017 Page 1 I D:62bspJjBlty9W ESi75PKLEqupMv-2ijNbK?nMgEPSR3BjBECiypRD5OCaMamHf2s2ytakq 3-2-12 6-5-8 3-2-12 3-2-12 4x4= Scale=1:20.6 3 8.00 12 40 4x4 4 2 5 ch 1 o j 6 1.5x4 3x6 11 3x6 11 3-2-12 6-5-8 3-2-12 3-2-12 Plate Offsets(X,Y)-- [5:Edge 0-0-0] [5:0-0-0,0-0-0] _— LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 6-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 6-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 1 n/a rVa BCDL 10.0 Code FBC2014ITP12007 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 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=239/0-3-8,5=239/0-5-8 Max Horz 1=61(LC 11) Max Uplift 1=-86(LC 12),5-86(1_C 12) FORCES. (lb)-Max.CompJMax.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)Vasal=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24tt;eave=4tt;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 8 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)1,5. Q WARNING-Vwlly dealyn parameters and READ NOTES ON THIS AND INCLUDED ARrEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE Design valid for use only with WOW connectors.This design Is lxrsed only upon Parameters shown,and Is rot at individual txtlding component.not a truss system.Before use,the Wising designer mast verify the(40Cablity of design txxarneters 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 tracing Ml lei Is always regWred for stablity and to prevent collapse with possible personal r>tt+y and property damage. For general guldance reo<x,Arx f the fobrk:afion,storage,delivery,erectlon and hracing of trusses and truss systems,seeANSIITP,l Quality Cdtmia,DSB49 and SCSI Building Component 6904 Parke East Bbd. Safety IMormallon available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oly Ply Vesey Residence-Ashley Casey 711707664 J170423 E01 Monopitch 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:30 2017 Page 1 ID:62bspJjBlty9W ESi75PKLEqupMv-W uHIpgOP7_MF4adNHvIRFAMYXVcGJna_OxPbOUytakp 4-11-10 9.5.126.11-4 4-1 $ 1-10 42 0-5-8 4x10= Scale=1 24.6 4 4.00 F12 1.50 3 n I' 3x4 12 I 2 4x4= 11 I 4� 5 3x8 11 3x8 9-11-4 9-11-4 Plate Offsets(),Y)— [i-0-3-8 Edge) _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.16 5-9 >749 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.39 5-9 >298 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.02 1 n/a rVa BCDL 10.0 Code FBC2014[TP12007 Matrix-MSH Weight:51 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-11 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. OTHERS 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=359/0-4-8,11--331/0-5-0 Max Horz 1=107(LC 9) Max Uplift 1=-104(LC 12),11=-144(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=854/214,5-6=-99/252,4-6=99/252 BOT CHORD 1-5=277/447 WEBS 3-5=-413/296 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=31t;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-4-0 zone;cantilever left and right exposed;end vertical lett 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)Bearing at joint(s)11 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except pt=1b) 1=104,11=144. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE M11-7473 rev.l aW/2015 BEFORE USE. Design valid for use only with Mllekg connectors.this design Is based only upon parameters shown,and Is for an In Jividual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly hx:orrwrate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members orgy. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal k>Kay and property damage. For general guidance regarding the fabrk:atbn,storage.delivery,erection and bracing of trusses and truss systems,seeANSVTPI l Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke Eat Blvd. Safety Information available from Truss Plate hsffMe.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type a Ply Vesey Residence-Ashley Casey T117076651 J170423 E02 Monopitch 14 1 Job Reference(optional) i Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:67:312017 Page 1 I D:62bspJjBlty9W ESi75PKLEqupMv-?4r80011 ulU6ikCZrcGgnNvjLvyX2EX8Eb89xwytako 4-8-6 9-4-12 4-8-6 4-8-6 Scale=1:23.7 1.50 11 4 4.00 12 11 1.5x4 3 10 3x4 2 1 5 3x4= &B II 9-4-12 9-4-12 Plate Offsets(X,Y)— [1:0-3-8 Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.15 5-8 >720 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.39 5-8 >288 180 BCLL 0.0 ' Rep Stress incr YES WB 0.19 Horz(TL) 0.02 1 n1a rVa BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight 44 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-8-1 oc bracing. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=342/0-4-8,5=342/Mechanical Max Horz 1=168(LC 11) Max Uplift 1=-118(LC 12),5=1128([-C 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=859/284 BOT CHORD 1-5=360/430 WEBS 3-5=435/321 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;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 9-3-0 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 pal 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)except(jt=1b) 1=118,5=128. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MM-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MilekV connectors.this design Is L,,jw J 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 parameters and properly incixrxxale this design Into the overall building design. Brading Indicated Is to prevent bucading of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stablity and to prevent collapse with possible personal"and property damage. For general guidance regarding the rabrk;otbn,storage.delivery,erection and bracing of trusses and truss systems,seeANSVMI Quality CrBaio,DSB-a9 and BCSI Building Component 6904 Parke East Blvd. savvy IrMormation avalabie from Truss Plate Institute.218 N.Lee Sheet.Suite 312,AlexarWrla,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qry Ply Vesey Residence-Ashley Casey 711707666 J170423 E03 GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:32 2017 Page 1 ID:62bspJjBity9W ESi75PKLEqupMv-THPW EM2ffbczJunmOKovKbRysJQnnj_HTFuiTNytakn 9-4-12 9-4-12 Scale=1:20.0 4 4.00 12 11 3 n N 2 10 1 9 8 7 6 2X4= LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) n/a n/a 999 ! MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-SH Weight:41 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 FMiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 9-4-12. (lb)- Max Horz 1=159(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)6,1,7,8 except 9=-1 11(LC 12) Max Grav All reactions 250 Ib or less at joint(s)6,1,7,8 except 9=257(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-282/151 WEBS 2-9=-175/287 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ff;L=2411;eave=2f1;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 9-3-0 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)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. 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 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.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)6,1,7,8 except Qt=lb)9=111. 9)No notches allowed in overhang and 0 from left end and 0 from right end or 12"along rake from scarf,whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c.maximum between the stacking chords. For edge-wise notching,provide at least one tie plate between each notch. 0 WARNING-Vsdfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.IOIU312015 BEFORE USE. Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this deskin 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 posslible personal Injury and property damage. For general guidance regarding the fabrcation,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/TP11 Quality Cdterla,DSR-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Sulte 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Vesey Residence-Ashley Casey 711707667 J170423 G01 Common 15 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:43 2017 Page 1 ID:62bspJjBlty9W ESi75PKLEqupMv-eOZgX6AZ3_?P8a7tY7UUHvOhtf3osYDv?T2nM Eylakc 7-5-10 14.7-12 21-9.1429-3-8 7-5-10 7-2-2 7-2-2 7-5 10 5x5= Scale=1'.61.9 4 19 20 8.00 12 1.5x4\\ 1.5x4 3 5 4x4 2 18 21 4x4 6 1 7 I 22 23 9 24 25 8 26 27 5x8= 3x4= 3x8 3x8 11 9-7-12 19.7-12 29-3-8 9-7-12 10-0-0 9-7-12 _ Plate Offsets(X,Y)- [1.0-38 Edge] p-0-5-6 Edge] [9:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (Ice) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 VeR(LL) -0.30 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.52 8-9 >677 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.66 Horz(TL) 0.04 7 We n/a BCDL 10.0 Code FBC2014ITP12007 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 225OF 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1084/0-5-8,7=1084/0-5-8 Max Horz 1=284(LC 11) Max Uplift 1=390(LC 12),7=-390(LC 12) Max Grav 1=1169(LC 17),7=1169(LC 18) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 11-3=11573/595,3-4=-1501/693,4-5=115011/693,5-7=11573/595 BOT CHORD 1-9=364/1440,8-9=-113/942,7-8=364/1239 WEBS 4-8-284/8011 5-8=46&33414-9=-284/80111 3-9.465/334 NOTES- 1) OTES1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Will30mph(3-second gust)Vasal=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ff;B=45ft;L=29ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-7-12,Exterior(2)14-7-12 to 17-7-12 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)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 390 Ib uplift at joint 1 and 390 Ib uplift at joint 7. Q WARNING-Verily dm9ri parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mileke conne-clors.this design Is based only upon parameters shown,and is for an Iry lAdual tmlding (,rnporient,not a truss system.Before 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 and/or chord members only. Additional temporary and permanent LxaGrg MiTek'I Ie k k always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN5VMI Quality CAeria,DSB-89 and BCSI BuldkV Component 6904 Parke East Blvd. Sdety Information available from Truss Plate tnstflute.218 N.Lee Sheet.Suite 312,Alexancift VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply Vesey Residence-Ashley Casey 711707668 J170423 G02 Common 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MTek Industries,Inc. Fri Jul 28 08:57:44 2017 Page 1 ID:62bspJjBlty9W ESi75PKLEqupMv-6b721SBBgH7Gmki35t?jp7xsh8P3b4_2E7oLugytakb 7.3-14 14-4-4 21-6-6 29-0-0 7-3-14 7-0-6 7-2-2 7-6-10 5x5_ Scale=1:61.9 4 19 20 8.00 12 1.5x4 \\ 1.5x4 3 5 4x4-12 18 21 4x4 6 1 7 0 Io 22 23 9 24 25 8 26 27 5x8= 3x4= 3x8 I 4x10 11 9-6-0 19-6_0 29-0-0 9-6-0 10.0-0 9-6-0 Plate Offsets(X Y)-- p•0-5-6 Edge] 19:0-4-0,0-3-01 LOADING(psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.31 B-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.56 8-9 >623 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(TL) 0.04 7 Na n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-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 puffins. BOT CHORD 2x4 SP 225OF 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MITek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1073IMachanical,7=1073/0-5-8 Max Horz 1=281(LC 11) Max Uplift 1=-386(LC 12),7=-385(LC 12) Max Grav 1=1161(LC 17),7=1159(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 11-3=115115/575,3-4=-1441/673,4-5=11498/694,5-7=115611/588 BOT CHORD 1-9=340/1380,8-9=1107/926,7-8-359/1227 WEBS 3-9---436/323,4-9=-264/75114-8=-294/811.5.8=-467/336 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ff;B=451t;L=29ft;save--oft;Cat. 11;Exp C;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 14-4-4.Exterior(2)14-4-4 to 17-4-4 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)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=10.0psf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 386 Ib uplift at joint 1 and 385 Ib uplift at joint 7. WARNING-Verity design parameters raid READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M,7-7473 rev.f a'IXV2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is Lased only upon parameters shown,and Is for at individual building comrxxuent,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall txdding design. Bracing indicated is to prevent buckling of Individual truss web aril/or chord members only. Addltlonal temporary and permanent bracing M91 Is always required for stability and to prevent collapse wtth possible personal"and property damage. For general guVkxwe regarding the fabrlcalbn,storage,delivery-erection and bracing of trusses and hues systems,seeANSI/1Pi l Quality Criteria,DSB-89 and SCSI Sinding Compomnt 6904 Parke East Blvd. Safety Worntallon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job 1 Truss Truss Type Qty Ply Vesey Residence-Ashley Casey T11707669 J170423 H01 GABLE 2 1 Job Reference(optional) _ Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:45 2017 Page 1 I D:62bspJjBl ry9 W ESi75PKLEqupMv-anhQyoC pbbF7NuHGfYXyM KU B FYt5KcU BSnXuQ6ytaka 3-10-8 1.5x4 i Scale=1:18.1 8.00 12 1.5x4 II 2 0 0 N 1 � I t1 5 4 2x4 - 1.5x4 1.5x4 I Plate Offsets(X,Y)-- [1:0-2-4,0-1-01 LOADING (psf) j SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) rVa rVa 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 4 n/a Na BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-8 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide.--- REACTIONS. uide. __REACTIONS. (Ib/size) 4=52/3-10-8,1=53/3-10-8,5=172/3-10-8 Max Horz 1=130(LC 9) Max Uplift 4=-37(LC 9),1=-1(LC 8),5=108(LC 12) Max Grav 4=62(LC 17),1=80(LC 18),5=188(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(ib)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=2ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 3-8-12 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 2)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. 3)Gable requires continuous bottom chord bearing. 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 37 Ib uplift at joint 4,1 Ib uplift at joint 1 and 108 Ib uplift at joint 5. 8)No notches allowed in overhang and 0 from left end and 0 from right end or 12"along rake from start,whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c.maximum between the stacking chords. For edge-wise notching,provide at least one tie plate between each notch. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.fOmwIS BEFORE USE. Design vaild for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the afDolcablity of design parameters and properly Incorporate.this design Into the overall building design. Bracing Indicated Is to prevent buckling of Indtvklrlal truss web and/or chord members only. Additlanal 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 trines and huss systems,seeANSI/TPII Qua Pity Criteria,DSB-89 and SCSI BuNcong 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 Cry Ply Vesey Residence-Ashley Casey T11707670. J 170423 H02 Monopitch 9 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:45 2017 Page 1 ID:62bspJjBIty9W ESi75PKLEqupMv-anhQyoCpbbF7NuHGfYXyMKUe?YgSKc_BSnXuQ6ytaka 3-10-8 3-10-8 Scale=1:19.9 3 l1.5x4 1 B.00 12 10 I 3x4�i 2 9 1 4 1.5x4 II 3x6 11 3-10-8 3-10-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.03 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(fL) 0.01 1 n/a rVa BCDL 10.0 Code FBC20141TP12007 Matrix-MP Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-8 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=138/0-3-8,4=138/Mechanical Max Horz 1=140(LC 11) Max Uplift 1=-41(LC 12),4=-84(LC 9) Max Grav 1=144(LC 18),4=161(LC 17) FORCES. (ib)-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.Opst;h=25ft;B=45ft;L=24f;eave=4ft;Cat. II;Exp C;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 3-8-12 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 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.Opst 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 41 Ib uplift at joint 1 and 84 Ib uplift at joint 4. Q WARNING-Verffy dedyn parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M&7473 rev.laV3/2015 BEFORE USE. Design valid for use only with MiTek©connectors.This design Is based only upon parameters shown,and Is tot an Individual txillding component,not �7 a tniss system.Before use,the building designer must verify the appllcability of design parameters and property inccxixxafe this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Addilloryai 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 fmss systems,seeANSi/TPI i Quality CrBmia,DSB-89 and SCSI Buddng Component 6904 Parke East Blvd. Safety IMonmation available from Truss Rate tnsiltufe.218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss TRIMS Type O Ply Vesey Residence-Ashley Casey 711707671 J170423 J01 Jack-Open 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:46 2017 Page 1 ID:62bspJjBlty9W ESi75PKLEqupMv-2zFpA8DRMvN_?2sSDG2BuXOCLy4A33ELhRHRzZytakZ 7-0-0 7-0-0 Scale=1:31.6 3 Z-2 D N 04 2 ��Jg1{t 1 1 4 3x8 11 7-0-0 7-0-0 Plate Offsets QX Y)-- [1.0-3-8 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.20 4-7 >416 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.34 4-7 >245 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.08 3 n/a r1/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MP Weight:28 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=257/0-5-8,3=166/Mechanical,4=91/Mechanical Max Horz 1=190(LC 12) Max Uplift 1=-16(LC 12),3=150(LC 12),4=-19(LC 12) Max Grav 1=257(LC 1),3=184(LC 17),4=126(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=369/129 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Intedor(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 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 16 Ib uplift at joint 1,150 Ib uplift at joint 3 and 19 lb uplift at joint 4. Q WARNING-Verily design peremeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.l aT MIS BEFORE USE. �� Design valid for use only with MITek©connectors.this design Is txised orgy upon parameters shown,and Is for an indlAduxll building component,not a truss system.Before use,the building designer must verity the upplk;ab f lly of design parameters and properly Incorporate this design Into the over., 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 persona trytxy and property damage. For genera guidance regarding the lubrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSI/711 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sdety InlormaBon avallabie from Truss Plate Institute,218 N.lee Sheet.Suite 312,AlexarxMa.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Vesey Residence-Ashley Casey 711707672 J170423 J02 Corner Jack 8 1 ,Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:47 2017 Page 1 ID:62bspJjBlty9W ESi75PKLEqupMv-X9pBNUD37CVrdCRenzZQRIZSYMTvoVUUw50?V?ytakY 5.0-0 F - so-o Scale:1/2'=1' 3 8.00 12 I 9 4x4 e 2 1 � 1 3x6 11 4 s-o-0 5-0-0 Plate Offsets QX Y)-- (1:0-2-4,0-0-1] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.09 4-7 >665 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:21 Ib FT=2096 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 2x6 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=183/0-5-8,3=118/Mechanical,4=65/Mechanical Max Horz 1=135(LC 12) Max Uplift 1=$(LC 12),3=-107(LC 12),4—16(LC 12) Max Grav 1=183(LC 1),3=131(LC 17),4=88(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=24tt;eave=4tt;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-"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 8 Ib uplift at joint 1,107 Ib uplift at joint 3 and 16 Ib uplift at joint 4. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE 1i rev.10/0312015 BEFORE USE. Design valid for use only with MITekC'v connectors.chis design Is Irjs,d only upon parameters shown,and Is for an individual tmflding cornrxxant,not a truss system.Before use,the building designer must verify the 13pplkaLAiiy 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 chard members only. Additional temporary and permanent bracing Ml lei• is always required for statAllty and to prevent collapse with possible personal h*ay and property damagefor general guidance regarding the fobricatkm,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPll Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. SaWy Informallon available from Truss Plate Institute.218 N.Lee sheet,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ;Qty Ply Vesey Residence-Ashley Casey 711707673 J170423 J03 Corner Jack 19 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:47 2017 Page 1 ID:62bspJjBIry9W ESi75PKLEqupMv-XgpBNUD37CVrdCRenzZQRIZW GMXMoVUUw50?V?ytakY 3-0-0 3-0-0 Scale=1:17.0 3 8.00 12 4x4 i 2 CP or N a N 1 4 3x6 11 3-0-0 3-0-0 Plate Offsets(X,Y)-- [1:0-2-4,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.01 4-7 >999 240 1 MT20 244/190 TCDL 7.0 Lumber DOL1.25 BC 0.12 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:15 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=109/0-5-8,3=71/Mechanical,4=38/Mechanical Max Horz 1=80(LC 12) Max Uplift 3=-67(LC 12),4=12(LC 12) Max Grav 1=109(LC 1),3=80(LC 17),4=49(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=4.2pst;BCDL=3.Opst;h=25ft;8=45ft;L=24ft;eave=4ft;Cat. II;Exp C;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 67 Ib uplift at joint 3 and 12 Ib uplift at joint 4. A WARNING-Varlry dadyn pamrrreters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE Mit-7473 rev.1OWMIS BEFORE USE. Design vdid for use only with MiTek®connectors.This design Is based only upon Parameters shown,and Is for an Individual building component,not a taus 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 txrckling of individual truss web and/or chord members only. Additional temporary and pennanent bracing MiTek' Is always required tot stability and to prevent collapse with possbte personal k ry and property damage. For general guidance regarciing the fabricatbn,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPit Qualty Criteria,DSB-89 and SCSI Sulding Component 6904 Parke East Blvd. Safety Informalon available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Ply Vesey Residence-Ashley Casey 711707674 J170423 J03A Corner Jack 1 1 Job Reference(optional) I Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:48 2017 Page 1 I D:62bsNjBlty9W ESi75PKLEqupMv-?MMZbgE hu W di EMOgKh4f_y6g2mthXyXeglmY1 RytakX 2-t}0 3-0.0 2-0.0 1-0-0 Scale=1:17.0 4 8.00 12 1.50 II 3 d, 2 Y 1 l6 1.5x4= N 5 R 9 Li I 4x4 7 1.5x4 II 3x6 11 I Plate Offsets(),Y)-- [11:0-2-4,0-40,111 - -- LOADING(psf) SPACING- 2-0.0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.01 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.02 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.01 Horz(rL) 0.01 5 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight: 17 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 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 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=109/0-5-8,4--99/Mechanical,5=9/Mechanical Max Horz 1=80(LC 12) Max Uplift 4=-82(LC 12) Max Grav 1=109(LC 1),4--111(LC 17),5=19(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1) OTES1)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=4tt;Cat. Il;Exp C;End.,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)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 20.0psf 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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical Connection(by others)of truss to bearing plate capable of withstanding 82 Ib uplift at joint 4. Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITekV connectors.this design Is based only upon parameters shown,and Is tot an Individual L uhdintj component,not a truss system.Before use,the building designer must verify the uppllcablity of design parameters and property Incorporate this design into the over., 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 requhed for stability and to prevent collapse with possible personal kyrxy and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and taus systems,seeANSI/ipl l Quality Criteria,DSB-89 and BCSI BuBaing Component 6904 Parke East Blvd. Safely information available from Truss Plate InstlMe.218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 l Job Truss Truss Type City Ply Vesey Residence-Ashley Casey T11707675 J170423 J04 Corner Jack 10 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:49 2017 Page 1 ID:62bspJjBity9W ESi75PKLEqupMv-TYwxoAFKfglZsVa1 uObuWAeuz9EVGPznNOV5ZtytakW 1-0-0 J 1-0-0 Scale=1:10.3 3xA•RR12 2 1 a N 3x6 11 3 Plate Offsets(),Y)-- [1:0-2-4,0-0-11,[2:0-2-0,0-0-111 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Ven(TL) -0.00 4 >999 180 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n1a BCDL 10.0 Code FBC2014lrP12007 Matrix-MP Weight:6 Ib FT=20°6 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Lett 2x6 SP No.2 1-2-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib✓size) 1=36/0-5-8,3=16/Mechanical,2=19/Mechanical Max Horz 1=18(LC 12) Max Uplift 3=-11(LC 12),2=-15(LC 12) Max Grav 1=36(LC 1),3=1B(LC 17),2=21(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=42psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24tt;eave=4tt;Cat. II;Exp C;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 3-60 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 11 Ib uplift at joint 3 and 15 Ib uplift at joint 2. V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MIJ-7473 rev.1&03/2015 BEFORE USE. Design valid for use only with MiTekG)connectors.ihls design Is txjsed only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the orolcat-Ally 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 Inlray and property damage. For general guidance regading 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 InsliMe.218 N.Lee Sheet,Suite 312,Alexandria VA 22314. Tampa.FL 33610 Job Truss Truss TypeQ Ply Vesey Residence-Ashley Casey T11707676i J170423 J05 Jack-Partial Girder 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:50 2017 Page t I D:62bspJjBity9 W ESi 75PKLEqupMv-xkUJ?W GyQ7tQUf9DS5673NBzTZU R?pMxc2Ff 6KytakV 4-11-0 9-10-1 4-11-0 4-11-0 4 Scale=1:32.6 I°° 0 NAILED 5.66 12 15 3x4 NAILED 3 14 m O N NAILED 4x4 i 2 1 m 16 17 7 18 6 3x6 3x4= NAILED 1.5x4 II NAILED 5 NAILED 0 4-11-0 9-10-1 0- 6 4-10-10 4-11-0 Plate Offsets(X,Y)— [1:0-2-0,0-0-21 — - - LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.09 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.25 HOfz(fL) -0.01 4 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:47 Ib FT=20% LUMBER- BRACING- TOP CHORD 20 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 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=411/0-7-0,4=125/Mechanical,5=286/Mechanical Max Horz 1=189(LC 21) Max Uplift 1=-140(LC 8),4=-102(LC 8),5=-1 60(LC 8) Max Grav 1=411(LC 1),4=125(LC 1),5=290(LC 25) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=479/166 BOT CHORD 1-7=-287/410,6-7=-287/410 WEBS 3-6=480/335 NOTES- 1) OTES1)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. II;Exp C;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 140 Ib uplift at joint 1,102 Ib uplift at joint 4 and 160 Ib uplift at joint 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(pit) Vert:1-4=-54,5-8=-20 Concentrated Loads(lb) Vert:14=-3(F)15=-41(F)16=-7(F)17=-1 1(F)18=-37(F) V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 4Q-7473 rev.1010312015 BEFORE USE. Design valld for use only wilh MflekG connectors.this design Is txised only upon parameters shown.and Is for an individual bolding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1Pll Quality Criteria,DSB-89 and SCSI Butidng Component 6904 Parke East Blvd. Safely Information available from Tess Plate Institute.218 N.Lee Sheet.Smite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Vesey Residence-Ashley Casey T1/707677I J170423 J05A Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:512017 Page 1 ID:62bspJjBlty9W ESi75PKLEqupMv-Px2iDsHaBR?H5pkPOpdMbbk7JzoVk5_4ri_CemytakU 3-6-0 4-11-0 9-10-1 3-6-0 1-5 0 4-11-0 5 Scale=1:32.7 rn Io 5.66 12 NAILED 19 3x4 i NAILED q 1.5x4 II 18 01 NAILED 3 'h 04 i 2 1 �= 9 0 21k6 n d NAILED 20 11 8 22 7 3x6 I I NAILED 1.5x4 II 1.5x4 II NAILED 3x4-6 0- -6 3-6-0 411-0 9-10.1 0 -6 3 5 10 1-5-0 4-11-0 Plate Offsets Qx Y)- [1:0-2-0,0-G-21 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.11 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.19 7-8 >632 180 BCLL 0.0 Rep Stress Incr NO WB 0.93 HOrz(TL) 0.16 6 Ida n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:50Ito 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, Except: WEBS 2x4 SP No.2*Except* 8-11-11 oc bracing:9-10. 4-8:2x4 SP 225OF 1.9E MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=416/0-7-0,5=119/Mechanical,6=296/Mechanical Max Horz 1=189(LC 8) Max Uplift 1=-1 36(LC 8),5=-99(LC 8),6=-160(LC 8) Max Grav 1=416(LC 1),5=119(LC 1),6=301(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-381/114,3-4--624/302 BOT CHORD 1-11.227/327,9-10=-440/633,7-8--28X408 WEBS 4-7=477/3311 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph,TCDL=4.2psf;BCDL=3.Opsf;t1=25ft;B115ft;L=24ft;eave=4ft;Cat. II;Exp C;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 136 Ib uplift at joint 1,99 Ib uplift at joint 5 and 160 Ib uplift at joint 6. 6)'NAILED"indicates 3-1 Did(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(pif) Vert:1-5=-54,11-12=-20,9-10=20,6-8=-20 Concentrated Loads Ob) Vert:18=-23(B)19=-41(B)20=-7(B)22=-37(B) A&WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDEDWEK REFERANCE PAGE MII-7473 rev.100=1S BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for on Individual building component,not a buss system.Before 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 and/or chord members only. Additional temporary and permanent brac ulIng 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 brochng of trusses and truss systems,seeANSI/Ml quality,Criteria,DSB-89 and SCSI BuNding Component 6904 Parke East Blvd, Safety Information available from Truss Plate institute.218 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Vesey Residence-Ashley Casey 711707678 J170423 J06 Jack-Partial Girder 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:52 2017 Page 1 ID:62bspJjBlty9W ESi75PKLEqupMv-t7c4QBHCyl78jzJcZW968oGJ1 NA3TjAD3MkmACytakT 4-9-8 9-7-1 4-9-8 4-9-8 4 Scale:3r8'=1' I� NAILED 5.66 FIT 15 3x4 NAILED 3 14 m m m N NAILED a 4x4 4 2 1 16 17 7 18 6 NAILED 15x4 II NAILED 5 3x6 I . 3x4= NAILED 0 4-9-8 9-7-1 0 4-9-2 4-9-8 Plate Offsets(X,Y)-- [1:0-2-0,0-0-21 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.09 6-7 >999 180 BCLL 0.0 ' Rep Stress incr NO WB 0.23 Horz(TL) -0.01 4 n/a Na BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:46 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 20 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 2-0-0 be installed during thus erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=400/0-7-0,4=124/Mechanical,5=280/Mechanical Max Horz 1=184(LC 21) Max Uplift 1=-135(LC 8),4=-102(LC 8),5=-157(LC 8) Max Grav 1=400(LC 1),4=124(LC 1),5=283(LC 25) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=439/160 BOT CHORD 1-7=2781396,6-7=2781396 WEBS 3-6-464/325 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL-1.2psf;BCDL=3.Opsf;h=25ff;B=45ft;L=24ff;eave=4ff;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical Teff 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 135 lb uplift at joint 1,102 ib uplift at joint 4 and 157 lb uplift at joint 5. 6)'NAILED"indicates 3-1 Od(0.148x3')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:14=-54,5-8=-20 Concentrated Loads(lb) Vert:14=-3(F)15=-41(F)16=-7(F)17=-11(F)18=-37(F) Q WARNING-Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 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 I dMdual buliding component,not a inns system.Before use,the bullding designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing *Mlele Is always regrlled for stability and to prevent collapse with possble personal"and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and trrrss systems,seeAN3VTPI I Quality Criteria,DSB-89 and 1I Building Component 6904 Parke East Blvd. gaiety lWarmallon available from Truss Plate Institute,218 N.Lee Sheet,suite 312,Alexanckla.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Vesey Residence-Ashley Casey T11707679 J170423 J07 Jack-Open 6 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:52 2017 Page 1 ID:62bspJjBlty9W ESi75PKLEqupMv-t7c4OBHCyl78jzJcZWgbBoGECN7JTmjD3MkmACytakT 6-8-8 6-8-8 Scale=1:31.6 3 1 8.00 12 10 0 4x4 2 1 4 3x10 !I 6-8-8 6-8-8 Plate Offsets(X,Y)-- [1:0-3-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 1 TC 0.72 Vert(LL) 0.17 4-7 >464 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.29 4-7 >275 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.11 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:27 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 2x6 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=246/Mechanical,3=160/Mechanical,4=86/Mechanical Max Harz 1=182(LC 12) Max Uplift 1=-10(LC 12),3=-149(LC 12),4=18(LC 12) Max Grav 1=246(LC 1),3=179(LC 17),4=121(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-312/127 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. II;Exp C;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 6-7-12 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 2)This truss has been designed for a 10.0 pst 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 10 Ib uplift at joint 1,149 Ib uplift at joint 3 and 18 Ib uplift at joint 4. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M/1.7473 rev,10113/2015 BEFORE USE. [sign valid for use only with MITekN3 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 applicabYlN of design parameters and properly inccxrorote this design Into tf>,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 I ni ury and property damage, rcx general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,se.eANSI/TPI l Quality Criteria,DSB-E9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Cfty Ply Vesey Residence-Ashley Casey T11707680 J170423 J08 Jack-Open i 3 1 I Job Reference(optional Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:53 2017 Page 1 ID:62bspJjBltygW ESi75PKLEqupMv-LJASeXlgj2G?L7uo7EgggOpU2nXKCDzNIOTJjtytakS 5-0-0 _ 5-0-0 — � Scale=1:23.6 3 i 8.00 12 9 � 4x4�i � d oro 2 r 1 3x6 11 4 5-0-0 - 5-0-0 - � _Plate Offsets(X,Y)-__L1:0-2-4,0-0-1] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.09 4-7 >666 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 3 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:21 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 2x6 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=183/0-5-8,3=118/Mechanical,4=65/Mechanical Max Horz 1=135(LC 12) Max Uplift 1=-8(LC 12),3=-107(LC 12),4=-16(LC 12) Max Grav 1=183(LC 1),3--131(LC 17),4=88(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)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. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-Oto 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 8 Ib uplift at joint 1,107 Ib uplift at joint 3 and 16 Ib uplift at joint 4. V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MB-7473 rev.10103!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 o trim system.Before use,the Wilding designer mast verify the appllcclbtllty of design parameters and properly he orporate this design Into the overall building design. Bracing Indicated Is to prevent tackling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MI lek• Is always required for stability and to prevent collapse with possble personal kdrxy and property damage. for general grddarce regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,se.eANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet.Sulte 312.Plexan dria.VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply Vesey Residence-Ashley Casey T11707681 J170423 J09 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:54 2017 Page 1 I D:62bspJj BIty9W ESi 75PKLEqupMv-p W kgrtJSUMOryHT_hxB3DDMi EAusxf2W XgDsF5ytakR 3-6-1 7-0-2 3-6-1 3-6-1 Scale=1:25.1 4 5.66 12 NAILED 3x4% 14 JU 3 NAILED o m 4x4 1 ag d 2 r3 i 1 1 � 15 7 16 6 NAILED 1.5x4 1 5 3x6 11 NAILED 3x4— 0. 6 3-6-1 7-0-2 0- -6 3-5-11 3-6-1 Plate Offsets(X Y)-- [1:0-2-0,0-0-21 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.01 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.02 6-7 >999 180 j BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MP Weight:35 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 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=281/0-7-0,4=81/Mechanical,5=173/Mechanical Max Horz 1=134(LC 8) Max Uplift 1=-82(LC 8),4=-61(LC 8),5=-97(LC 8) Max Grav 1=281(LC 1),4=81(LC 1),5=177(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-6=-283/202 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 C;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 82 Ib uplift at joint 1,61 Ib uplift at joint 4 and 97 Ib uplift at joint 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=-54,5-8=-20 Concentrated Loads(lb) Vert:14=-3(F)15=-7(F)16=-11(F) WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M&7473 rev.1003/2015 BEFORE USE. Design valid for use only with Mllek6 connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not o Miss system.Before use,the building designer must verity dine appll tAlty 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 diways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidalce regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avcAk"e,from Truss Plate Institute.218 N.Lee Street.State 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Q Ply Vesey Residence-Ashley Casey 711707682 J170423 J10 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:55 2017 Page 1 ID:62bspJjBlty9W ESi75PKLEqupMv-IilC3DK4Fg W iaQ2BFfi ImRutgaFGg6QgmKyOnXytakQ 3.4-9 6.9-2 3-4-9 3-4-9 Scale=1:24.4 4 5.66 12 NAILED 3x4% 14 3 NAILED m 4x4 iCh r 2 1 16 7 16 6 NAILED 1.5x4 II NAILED 5 3x6 11 3X4= 0- 6 3-4-9 0- 6 3-4-3 3-4-9 Plate Offsets(X,Y)-- [1:0-2-0,0-0-21 - LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.01 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(rL) -0.02 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.07 HOfz(TL) -0.00 4 rVa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:34 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 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=272/0-7-0,4=79/Nlechanical,5=167/Mechanical Max Horz 1=129(LC 8) Max Uplift 1=-79(LC 8),4=-60(LC 8),5=-95(LC 8) Max Grav 1=272(LC 1),4=79(LC 1),5=170(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-6=271/194 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasal=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;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 79 Ib uplift at joint 1,60 Ib uplift at joint 4 and 95 Ib uplift at joint 5. 6)'NAILED'indicates 3-1 Od(0.148'x3')or 2-12d(0.148'x3.25')toe-nails per NDS gujdlines. 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=-54,5-8=-20 Concentrated Loads(lb) Vert:14=-3(B)15=-7(B)16=-11(B) A WARNING.verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE Design valid for use only with MITeWO connectors.This design is busedonly upon parameters shown,and is for an Individual Wilding component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorl>orote this design Into the overall bulldkng 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 regading the e East Blvd. fabrication,storage,delivery,erection and tracing of trusses and truss system%seeANSVTPn Quality Criteria,DSB-89 and BCSI Builal6904 Park ng Component Tampa.Parke East 0 Solus ely Information available from Truss Rate Institute.218 N.Lee Sheet,Suite 312.Alexa chic,VA 22314. Job Truss Truss Type CIty Ply Vesey Residence-Ashley Casey 711707683 J170423 K01 Common 9 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:56 2017 Page 1 ID:62bspJjBIty9W ESi75PKLEqupMv-murbGZlgOzeZCadNoMDXIeR_I_TEPVJp_izJzytakP 6-1-12 12.0-0 17-10-4 24-0-0 61-12 5-10-4 5-10-4 61.12 Sx5= Scale=1:51.2 4 19 20 8.00 12 1.5x4 \\ 1.5x4 3 5 18 21 4x4-i 4x4 6 o� 2 1 cl 1 7 o, i to 9 22 23 8 5x5= 3x4= US I 3x8 11 8-1-3 15-10-13 24-0-0 8-1-3 7-9-11 8.1-3 Plate Offsets(X,Y)- 11.0-3-8 Edge] p•0-5-6 Edge1 [9.0-2-80-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in Qoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.20 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.32 8-9 >914 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.35 Horz(TL) 0.04 7 n/a rVa BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Weight:129 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-10 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb(size) 1=888/0-5-8,7=8880-5-8 Max Horz 1=227(LC 11) Max Uplift 1=-319(LC 12),7.319(LC 12) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1166/489,3-4=1192/562,4-5=-1192/562,5-7=-1166/489 BOT CHORD 1-9-297/1049,8-9=-93/700,7-8=-297/918 WEBS 4-8=225/550,5-8=3711/271,4-9=-225650,3-9=371/271 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. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Intedor(1)3-0-0 to 12.0-0,Extedor(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,with BCDL=10.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 319 Ib uplift at joint 1 and 319 Ib uplift at joint 7. V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE AA-7473 rev.14111 15 BEFORE USE. Design valid lot use only with MITek,D conneclofs.this design Is based orgy upon parameters shown,and Is for an Individual buiidirxa r:ornponent not a tnss system.Before use,the Wilding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall wit bolding design. Bracing indicated Is to prevent truckling of Individual truss web and/or chord members only. Additional temporary card permanent Lxocing MiTek Is always requked(of stabltty,and to prevent collapse with poss6le personal t*,wy and property damage. For general guidance regarding the fabrk:afkxl,storage,delivery,erection and tracing of misses and truss systems,seeANSVTPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avalable,from Truss Plate Institute.218 N.Lee Sheet,Stdte 312.Alexandria.VA 22314. _- Tampa,FL 33610 Job Truss Truss Type Ply Vesey Residence-Ashley Casey 711707684 J170423 K02 Roof Special 9 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:57 2017 Page 1 I D:62bspJjBlly9W ESi75PKLEqupMv-E5PzTvLLmHmQpkCZM4kmrszApOo28w?yDeRXsQytakO 5.8-0 11-0.6 2-0- 16.9-0 21-6-0 M-410.01240-0 4-9-0 4-9-0 4x4= Scale=1:56.4 3x5 i 5 4 8.00 F12 27 28 3x5 6 3x5 i 3 i 3x6 4x4 i 26 2. 2 7 5x8 B 3x4 9 1 5 12 d 14 13 5x12= d 17 16 5x10 MT20HS= 3x5= 11 10 3x8 11 1.5x4 11 4x7=6x8 1.5x4 11 3x6 11 3x4= SB-0 11-0$ 2-0. 16-9-0 21-6-0 ,22-10-0240-0 5-8-0 5.4.8 -11- 4-9-o 4-9-0 Plate Offsets QX Y)— [1.0-3.8 Edge] [8:0-2-6 0-2-8] [9:0-10-7 0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.09 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.21 14-15 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.18 9 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight:163 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-16,12-15:2x4 SP 225OF 1.9E 8-11-11 oc bracing:12-13. WEBS 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 2-0-0,Right 2x4 SP No.2 1-5-14 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=888/0-5-8,9--888/0.5-8 Max Horz 1=-227(LC 10) Max Uplift 1=319(LC 12),9=-319(LC 12) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3-1187/488,3-4=9931462,4-5-1077/536,5-6=-1023/472,6-7-1364/546, 7-8-2411/940,8-9=-998/400 BOT CHORD 1-17=-300/973,16-17=-300/973,15-16=1 32/327,14-15=-125!739,13-14-307/1083, 12-13=-824/2164,7-12=-186/621,9-10—263/704 WEBS 3-16=-405/227,5-14=-49211034,6-14=-580/280,6-13-52/324,7-13=-1194/532, 8-10=-836/314,8-12=497/1334,10-12-304/853 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;tG25ft;B=45ft;L=24ft;save--oft;Cat. 11;Exp C;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 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)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'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 319 Ib uplift at joint 1 and 319 Ib uplift at joint 9. V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITekCu connectors.Tnls design is based only upon puraineters shown,and Is for an individual building component,not a truss system.Before use.the building designer must verity the applicabliry of design parameters and property Incorporate this design Into the overdl Is building design. Bracing Indicated Is to prevent Welding of Irw2vldud truss web and/or chord members only. Additional temporary and permanent bracing MOW ei• Is always required for stability ard to prevent collapse with possible personal ktltay and property damage. For general guidance regarding the fabrication,storage,delivery,erection aid bracing of trusses and inns systems,seeANSI/TPI l Quality Criteria,DSB-99 and SCSI BuNdIrV Component 6904 Parke Eaat Blvd. Safety IMormallon avaAarible from Truss Plate InMute,218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tanga,FL 33610 tr Job Truss Truss Type CRY Ply Vesey Residence-Ashley Casey 711707685 J170423 Lot GABLE 2 1 'Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:58 2017 Page 1 I D:62bspJjBlty9W ESi75PKLEqupMv-iHzLhFMzXbuHRumlwnF?N3W PmoJKtUm6S1B40sytakN 2-10-0 2-10-0 Scale=1:14.6 1.5x4 8.00 F,2 1.5x4 II 2 N 1 5 4 2x4= 1.5x4 II 1.5x4 II I Plate Offsets(X,Y)-- [1:0-2-4,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) rl/a rUa 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n1a n/a 999 BCLL 0.0 ' Rep Stress incr YES WB 0.03 Horz(TL) 0.00 4 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:13 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, BOT CHORD 20 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (ib/size) 4=56/2-10-0,1--1/2-10-0,5=14012-10-0 Max Horz 1=95(LC 9) Max Uplift 4=-34(LC 9),1=-27(LC 10),5=-90(LC 12) Max Grav 4=66(LC 17),1=57(LC 9),5=155(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=25f;B=45ft;L=2411;eave=2ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)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)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. 3)Gable requires continuous bottom chord bearing. 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 34 ib uplift at joint 4,27 Ib uplift at joint 1 and 90 Ib uplift at joint 5. 8)No notches allowed in overhang and 0 from left end and 0 from right end or 12'along rake from start,whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c.maximum between the stacking chords. For edge-wise notching,provide at least one tie plate between each notch. V WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE Mg-7473 rev.10/03,2015 BEFORE USE. Design valid for use only with MITekI&connectors.This design Is based only upon Viramelers shown,and Is for an Individual Wilding cornTwneni,nol 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 buckUng of IrldlvkW truss web and/or chord members only.Addlllorlai temporary and permanent brining MiTek Is always required for stability and to prevent collapse with possible personal lnM><y and property damage. for general guidance regarding the fa dcatkm,storage.delivery,erection and bracing of irtsses and truss systems,seeANSI/TPII Crx/Iy Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Lhl Safety Informallon available from Truss Plate stitute,218 N.Lee Sheet,Sutle 312.Alexancirlo,VA 22314. Tampa,FL 33610 r Job Truss Truss Type i Ply Vesey Residence-Ashley Casey T11707686 J 170423 L02 Monopitch 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.120 s Jun 22 2017 MiTek Industries,Inc. Fri Jul 28 08:57:59 2017 Page 1 ID:62bspJjBlty9W ESi75PKLEqupMv-ATXjubNbiuO832LyUUnEwH3ZABelcxSFgywdwlytakM 2-10-0 2-10-0 1.5x4 11 Scale=1:16.4 3 8.00 12 3x4�i 2 1 4 1.5x4 11 3x6 11 2-10-0 2-10-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:16 Ib FT=20% i LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-0 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. SLIDER Left 2x4 SP No.2 2-0-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=99/0-3-8,4=99/Mechanical Max Horz 1=106(LC 11) Max Uplift 1=-29(LC 12),4=-66(LC 9) Max Grav 1=107(LC 18),4=118(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2pst;BCDL=3.Opsf;h=25ft;B=45ft;L=241t;eave=4ft;Cat. II;Exp C;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)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 29 Ib uplift at joint 1 and 66 Ib uplift at joint 4. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MN-7473 rev.I&V3/2015 BEFORE USE. Design valld for use only with MITekS connectors.Ttis 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 appiicabiity of design parameters and properly Incorporate this design into the overall No' 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 htlury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and tress systerns,seeANSI/TPII Quailly Criteria,DSR-89 and SCSI Butiding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x,y 6-4-8 1 dimensions shown In ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1, Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 1/ 1 (:2 3�- 2. Truss bracing must be designed by an engineer.For 1 d % wide truss spacing,individual lateral braces themselves WEBS q? 4 may require bracing,or alternative Tor I c0 a. 0 bracing should be considered. _ 3 �"l� 3 U 3. Never exceed the design loading shown and never a r U stack materials on inadequately braced trusses. O 0 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c'$ co-? `' 0 designer,erection supervisor,property owner and plates 0-'ire"from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from Plate location details available in MTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. ` software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design Is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions LATERAL BRACING LOCATION Indicated are minimum plating requirements. 12.Lumber used shall be of the species and size,and In all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output, Use T or I bracing spacing Indicated on design. if indicated, Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft,spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless Indicated otherwise. Min size shown is for crushing only, a 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI 1: National Design Specification for Metal 19,Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing, is not sufficient. BCSI: Building Component Safety Information, MiTek ® 20•Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses, MITek Engineering Reference Sheet:MII-7473 rev, 10/03/2015 SITE PLAN LOT 99 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 OFFICE COPY 30 3D \ 11.0 ( IN FEET ) 1 inch = 30 ft. 00 6.05' . Q1 �� 004 O ypR l 1�pp 6.05' / ''a�{ 10.00' � m 10.1 '� v .A \ h6 ay \ 10.00' �b „go q9 . 11.2 9.2 7s /L 50.91' ° � •� :• �1 / 1 10.55' yti6 10.55' C� 10.1 6.05' \50,91' Q�\ & 6 15.00' �1 tP�c,� \ 156 ps g0 3.46, 1 ti r �s 6 6.05' o. �' \ PNOTE,ARB,FINISH FLOOR ELEVAITON MUST BE 24'ABOVE GRADE J LINE TABLE 9'0 v:\ IMPERVIOUS COVERAGE UNE tDIRECTION LENGTH \ IMPERVIOUS Sq.FL LOTLI(P) SG4'W 70.00 Ye4,490 Sq.FL2(P) Y04'E 70.00L3(c) 3'a4, 31ats BUILDING COVERAGE cowlm sq.Ft I Lor sq.Ft x 3,507 Sq.Ft 8,40D S0.FL 41.7x FRONT CKS�� FRONT-20 FEET FRN FACE OF GARAGE TO BACK F RIGHT OF WAY AND 15 FEET FROM BUILDING FACE TA PORCH TO BACK OF RIGHT N WAY: SOD REAKDOWN&M EXCEPT CORNER/DQUBLE-FRONTAGE LOTS.FOR WHICH THE NON-ADDRESS FRONT/SDE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING TOTAL LOT AREA 8,400 Sq.Ft. FACE TO BACK OF RIGHT OF WAY. R TO CURB 945 Sq.Ft. \ GROSS SOD AREA 9,345 Sq,Ft. ❑cT DENOTES CHEMICAL TOILET DEDUCTIONS FOUNDATION SLAB 3,473 Sq.FL DRIVEWAY1,087 5.Ft. — DENOTES FUTURE 4" TREE LEAD WALK g STEEPS89 S.Ft. SIDEWALK AREA 0 Sq.Ft. DENOTES PROPOSED CONCRETE A/C PADS)Q GARAGE 27 Sq Ft. SERVICE DOOR SLAB ® DENOTES PROPOSED PAVERS WATER/CONSERVATION 0-Sq.-Ft. q. DENOTES PROPOSED WOOD rOrAL DEDUCTOHc_NFT coo AREA 4,689 Sq.Ft GFNFRAI NOTES 1.BEARINGS ARE BASED ON THE CENTERUNE OF MARITIME OAK DRIVE.AS BEING N'38'2304YM. 2 DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1985. 3.THE LANDS SHOWN HEREON LIE WITHIN FLOOD ZONE'K AS DEPICTED ON THE FLOOD INSURANCE RATE MAS(F.I.R.M.)COMMUNITY NUMBER 120077,PANEL NUMBER 0409H,DATED,JUNE 3,2013,THE FLOOD ZONES SHOWN ON THIS SITE PLAN ARE ScAIID OFF OF THE FE.M.A.F.I.R.M.MAPS AND ARE FOR REFERENCE ONLY.THE F.I.R.M.INFORMATION AND DELUNEATION'S ON THIS SITE PLAN ARE VAUD ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS SITE PLAN.THERE MAY HAVE BEEN SUBSEQUENT REV19ONS AFTER THIS DALE THAT WILL SUPERSEDE SAID INFORMATION.INQUIRIES SHOULD BE MADE TO THE COMMUNITY'S FLOOD PLANE MANAGEMENT REPOSITORY,DEPARTMENT OF PUBUC WORKS,CITY OF ATLANTIC BEACH. 4.ROOD MAPS REFERENCED HEREON ARE BASED ON NAVD 198M 5,NO UNDERGROUND FOUNDATIONS OR UTIURES III NO IMPROVEMENTS,OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE RAN. G.ADDITIONS,DELETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGHING SURVEYOR. 7.THIS MAP IS INTENDED TO BE VIEWED AT A SCALE OF 1'-30'OR SMALLER. 8.ENTRIES @ PATIOS DEPICTED AS E%1ENONG INTO THE BUILDING RESTRICTION UNITS MUST REMAIN UNCOVERED R NOT ENCLOSED. S. UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL,VEGETATIVE,AND UNDISTURBED. 10.DMENSIONS 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 SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS,ENVIRONMENTALLY SENSITIVE AREAS,WILDLIFE HABITATS OR JURISDICTIONAL UNES OF ANY FEDERAL STATE,REGIONAL OR LOCAL AGENCY,BOARD,AND COMMISSON OR OTHER ENTITY AND ANY UABI TY RESULTING THEREFROM IS NOT THE RESPONSIBILITY OF TIE UNDERSIGNED. 13.UNLESS A COMPARISON IS MADE,MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES. IC THIS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. 15.BUILDING AND IMPROVEMENTS,IF ANY,AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES. ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 16.THIS IS NOT A BOUNDARY SURVEY. 17.PUBUC 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 ON PLANS THERE IS A MAXIMUM 2x SLOPE ON ALL SIDEWALKS ALL SIDEWALK AND FLATWORK SHALL,AT A MINIMUM,MEET CURRENT CITY OF ATLANTIC BEACH AND ADA STANDARDS CROSS SLOPES SHALL BE NO MORE THAN 25 THE PORTON OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT.ALSO,PLEASE NOTE MAT UTILITIES(METER BODES,VALVES,ETC-)SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. 18.A/C PADS MUST MAINTAIN 3'AWAY FROM ANY PROPERTY LINE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES 19.PLEASE REFER TO THE PUT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. REVISION B:REVISED SITE PLAN-UPDATE HOUSE(10/3/17)(DDM/MEB) REVISION A:REVISED SITE PLAN-ADDED NEW HOUSE(4/7/17)(DDM/LAS) PREPARED FOR:RIVERSIDE HOMES CERTIFIED To:RIVERSIDE HOMES BARTRAM TRAIL SURVEYING, INC. LAND SURVEYORS — PLANNERS — LAND DEVELOPMENT CONSULTANTS 1501 COUNTY ROAD 315 SUITE NO. 108 (904) 284-2224 GREEN COVE SPRINGS, FL 32043 FA1C (9044) 284-2256 Mk_= CISRTIFICATS OF AUTHORIZATION IB #69 1 LW COPYRIGHT © 2015 iLlI-� __ ...,. NOTATION: F.I.R.M.FLOOD ZONE 'I HEREBY CERTIFY,that this survey graphically represents The survey hereonwas made without benefit of abstract or W/ELEVATION: X(N/A) �•-=mem .sma.c moa„ 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 Surwying make no Certifications regarding Information PANEL NO.: 120077 0408H 6/3/13 4rIo.PUo„" a ,ee„� Practice for Surveysmrn as promulgated by the Florida State shown or not sham hereon pertaining to easements, claims .a_mmr,e,w Board of Professlonal Surveyors and Mappers. Chapter of easements,Rights-of-way, setback lines, overlaps, 5 J-17 F.A.C.: Pursuant to section 472.027,Florida Boundary Llne diaputas,agreements,reserwtions or other FB/PG: N/A rM01a OR.1 ® statues,subject to all notes and notations shown hereon. similar matters which may appear in the abstract,or search -�_ _-�r'w'�'w' N/A N/A This sures s - :.rq w y i prepared and certified far the exclusive use of DATE. 11/5/15I SCALE: 1'=30' WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of the copies thereof are not wild without the signature and PROJECT NO.: REVISION: NSA the original raised seal of a Florida licensed surveyor and B 1349-15-061 �-� THOMAS P. HUGHES, P.L.S. 1mOpp0f' STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY: Dec CHECKED BY RPS SKEET 1 OF 1 SITE PLAN LOT 99 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 11.0 ( IN FEET ) 1 inch = 30 ft. 00 6.05' Q1 ��{� C°C CIG 6.05' 0�< 2 10.00' t� 10.1 m 10.00' 11.2 9.2 2448 o \ 7 50.91' ° .&� / 1 10.55' 4 1 10.55' lPJ4� (� . \ rl7' 10.1 50.91 o9j\<� oT / �F' 6.05' h 0 0 15.00' E 1 . i r rs 6' 6.05' PER FINISH FLOOR ELEVATION •��� ��\ 15.00' \ MUST BE 24'ABOVE GRADE 'P J O i y LINE TABLE 9.0 �\ IMPERVIOUS COVERAGE UNE DIRECTION LENGTH \ 1v \ IMPERVIOUS Sq.FL LOT Sy FL x LI(P) N38R3.04"W 70.00 Yf1J 4,481 Sq.FL 4400 Sq.FL 53.3x L2(P) S3r"04'E 70.00 L3(C) N367SG4'W 31215 BUILDING COVERAGE COVERED Sq,Ft.I LOT Sq.FL x 3,507 Sq.Ft. SAW S0.FL 41.7x "SETBACKS•' FRONT-20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND 15 FEET FROM BUILDING FACE OR PORCH TO BACK OF RICHT OF WAY; SOD BREAKDOWN MJ--- EXCEPT CORNER/DCUBLE-FRONTAGE LOTS,FOR WHICH THE NON-ADDRESS FRONT/SIDE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING TOTAL LOT AREA 8,400 Sq.Ft FACE TO BACK OF RIGHT OF WAY. R TO CURB 945 Sq.Ft. GROSS SOD AREA 9.345 Sq.Ft. DENOTES CHEMICAL TOILET FOUNDAOws cr FOUNDATION SLAB 3,473 SQ.Ft DRIVEWAY 1.087 Ft. DENOTES FUTURE 4" TREE LEAD WALK!STEEPS ti .Ft. DENOTES PROPOSED CONCRETE SIDE AREA o sq. I. E AD(S)R CAMGE t8 Sq.FL SEANCE DOOR SLAB ® DENOTES PROPOSED PAVERS WATER/CONSERVATION0 Sq.Ft gpJA6II DENOTES PROPOSED WOOD . NET SOD AREA 4,898 Sq.Fl. GENFRAAI NOTES - 1.BEARINGS ARE BASED ON THE CENTERLINE OF MARITIME OAK DRIVE AS BEING N78'2304Y/. 2 DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAV)7988. 1 THE LANDS SHOWN HEREON UE WITHIN FLOOD ZONE'X AS DEPICTED ON THE FLOW INSURANCE RATE MAP(FJ.R.M.)COMMUNITY NUMBER 120077,PANEL NUMBER 0405K DATED,JUNE 3,2013,THE FLOOD ZONES SHOWN ON THIS SITE PLAN ARE SCALED OFF OF THE F.E.M.A.F.I.R.M.MAPS AND ARE FOR REFERENCE ONLY.THE F.I.R.M.INFORMATION AND DEUNEATION'S ON THIS SITE PLAN ARE VAUD ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS SITE PLAN.)HERE 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,CITY OF ATLANTIC BEACH. 4.ROOD MAPS REFERENCED HEREON ARE BASED ON NAV)1989, 5.NO UNDERGROUND FOUNDATIONS OR UTIUTIES a NO IMPROVEMENTS,OTHER THAN THDSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. 0.ADDITIONS,DELETIONS ANO/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 MEWED AT A SCALE OF 1"-30.OR SMALLER. ELNTR EIES k PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION UNITS MUST REMAIN UNCOVERED h 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 PLAN 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 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 UABILITY RESULTING THEREFROM IS NOT THE RESPONSIBIUTY 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. 15.BUILDING AND IMPROVEMENTS,IF ANY,AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 18.THIS IS NOT A BOUNDARY SURVEY. 17.PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PUNS 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 2%SLOPE ON ALL SDEWAU6 ALL SIDEWALK AND FLATWORK SHALL AT A MINIMUM,MEET CURRENT CITY OF ATLANTIC BEACH AND ADA STANDARDS OR SS SLOPES SHALL BE NO MORE THAN 2Z THE PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT.ALSO,PLEASE NOTE THAT UTIUTIES(METER BOXES VALVES ETC.)SHALL NOT BE INSTALLED "THIN THE SIDEWALK. 18.A/C PADS MUST MAINTAIN 3'AWAY FROM ANY PROPERTY UNE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES. 19.PLEASE REFER TO THE PUT FOR ADDITIONAL ITEMS THAT MAY AFFECT 14S LOT. REVISION A REMSED SITE PLAN-ADDED NEW HOUSE(4/7/17)(DDM/LAS) PREPARED FOR:RIVERSIDE HOMES CERTnUD TO:RIVERSIDE HOMES BARTRAM TRAIL SURVEYING, INC. LAND SURVEYORS - PLANNERS - LAND DEVELOPIEENT CONSULTANTS 1501 COUNTY ROAD 315 SUITE NO. 105 604 264-2224 LWGREEN COVE SPRINGS, FL 92049 FAX 904 264-2258 ""•"" CBRTD?ICATB OF AUTHORIZATION LB &69 1 OPYRILHF4 444 is Oft - NOTATION: F.I. M. HEREBY CERTIFY, ens I Y,that this survey graphically represents The survey hereon was made without t ., et r A X(N/A) the results of a field survey made under my responsible search of title•and theref re the undersigned and Bartram direction and complies with the latest Standards of Trail Surveying make no ertific.tko egardlrg Information PANEL NO.: 120077 0406H 6/3/13 Practice for Surveys as promulgated by the Florida State shown or not shown pJ� to claims Board of Professional Surveyors and Mappers•Chaptr of easements,Rlghtl.1-1, )�� ;,"'.;,`_�„®°^�";,.,,"W,O°•'"m" 5J-17 F.A.C.: Pursuant to section 472.027,Florida BoundaryLine dfs u a e re Sr�iA'bther FB/PG. m101O°"" statues,subject to Oil notes and notations shown hereon. similar matters whio�ma ,?jj@Dred or search. N/A N/A N/A This survey Is prepa�etl aril(tI►ltlbw q�Yy of DAA' 11/5/15 SCh' 1'=30• FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named ha��ppon rrlJ�fr/e1^'�1��I5 •_ the copies thereof ore not Valid without the signet E N REVISION: ,•„,„�� N/A the original raised al of a Florida licensed surveyor and A �� 1349-15-081 THOMAS P. HUGHES, P.L.S. mapper. STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY: DBG CHECKED BY: RPS SH 1 SITE PLAN LOT 99 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 11.0 ( IN FEET ) 1 inch = 30 ft Op 6.05' Q1 �� 604 0 pR �G 0 \ o7a CO v � G 6.05' ::` L \ 0•P 10.00' c� 10.1 10.00' 9.2 7�\50.91' °q° .a� � / 1 10.55' 10.55' 10.1 50.91' 6.05' 15.00' fa HS�� c \ �Fj1 yp`S �s s.o5 PER ARB, FINISH FLOOR ELEVATION �� ��A 15.OD' MUST BE 24'ABOVE GRADE �p J O A�ryy. LINE TABLE 9'0 LINE altEClION tFNOTH IMPERVIOUS COVERAGE L1(P) N38R3'04'W 70.00 \ IMPERVIOUS SFL LOT Sq.FL 5 4,481 52..Ft 4100 S4 FL 53.35 L2(P) 538'23'04'E 70.00 ! L3(C) N3973.04'W 312.15 BUILDING COVERAGE COVERED Sq.Ft. LOT Sq.FL 5 3,507 Sq.FL 0.400 Sq.Ft 41.71[ "SE7BACKSS- FRONT-20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND 15 FEET FROM BUILDING FACE OR PORCH TO BACK OF RIGHT OF WAY; SOD BREAKDOWN EXCEPT CORNER/DOUBLE-FRONTAGE LOTS,FOR WHICH THE NON-ADD ESS FRONTODE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING TOTAL LOT AREA 8,400 Sq.FL FACE TO BACK OF RIGHT OF WAY. R TO CURB 945 Sq.Ft. GROSS SOD AREA 9.345 Sq. Q DENOTES CHEMICAL TOILET \ DEDUCFOUNDATION F FOUNDATION SLAB 3,473 Sq.Ft. /� DRIVEWAY 1,087 Sq.FL DENOTES FUTURE 4" TREE LEAD WALK k STEEPS 89 Sq.Ft. SIDEWALK AREA DENOTES PROPOSED CONCRETE A/C PAD(S)s GARAGE® 18 Sq.FL DENOTES PROPOSED PAVERS SERVICE DOOR R1A8 WATER/CONSERVATION 0 Sq.FL 4.6 I I DENOTES PROPOSED WOOD rout DeoucnoNs NFT SOD AREA 4,690 Sq.FL [SNFRAI N 1.BEARINGS ARE BASED ON THE CENTERUNE OF MARITIME OAK DRIVE AS BEING 14"38'23041V. 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 0408H,DATED,JUNE 3,2013,THE FLOOD ZONES SHOWN ON THIS SITE PLAN ARE ScALID OFF OF THE F.E.M.A.F.I.R.M.MAPS AND ARE FOR REFERENCE ONLY.THE F.I.R.M.INFORMATION AND DEUNEATION'S ON THIS SITE PLAN ARE VALID ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS SITE PLAN.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 WOWS,CITY OF ATLANTIC BEACH. 4.FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVO 1988. 5.NO UNDERGROUND FOUNDATIONS OR UTILITIES k NO IMPROENTS,OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. 8.ADDITION S,GELETONS ANO/OR ANY WRITTEN INFORMATION VEM ON AOGED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. 7.THS MAP IS INTENDED TO BE MEWED AT A SCALE OF 1'-30'OR SMALLER. e.ENTRIES A PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED k NOT ENCLOSED. 9.UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL,VEGETATIVE,MID 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 SITE PLAN WAS NOT INTENDED TO DEUNEATE OR DEFINE ANY WETLANDS ENNRONMENTAIlY 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 RESPONSISUTY 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. 15.BUILDING AND IMPROVEMENTS,IF ANY,AS DEPICTED HEREON ARE PERPENDICULAR M THE PARCEL PROPERTY LINES ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 18.THIS IS NOT A BOUNDARY SURVEI'. 17.PUBUC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PUNS 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 CONSTRUCIICN PLANS THERE IS A MAXIMUM 2X SLOPE ON ALL SIDEWALKS ALL SIDEWALK VINO FLATWORK SHALL,AT A MINIM M.MEET CURRENT CITY OF ATLANTIC BEACH AND ADA STANDARDS CROSS SLOPES SHALL BE NO MORE THAN 2M THE PORTON OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT.ALSO.PLEASE NOTE THAT UTIU71ES(METER BOXES.VALVES.ETC.)SHALL NOT BE INSTALLED OUTMAN THE SIDEWALK. 18.A/C PADS MUST MAINTNN 3'AWAY FROM ANY PROPERTY LINE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES. 19.PLEASE REFER TO THE PLAT FOR ADDMONAL ITEIAS THAT MAY AFFECT THIS LOT. REVISION A.REVISED SITE PLAN-ADDED NEW HOUSE(4/7/17)(ODM/LAS) PREPARED FOR:RIVERSIDE HOMES CERTIFIED TO:RIVERSIDE HOMES BARTRAM TRAIL SURVEYING. INC. LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS 1601 COUNTY ROAD 315 SUITE NO. 108 D0422 284-2224 LWGREEN COVE SPRINGS, FL 32043 FAX 904) 284-2258 CERTIFICATE OF AUTHORIZATION LB *89441 x- W � COPYRIGHT © 2015 NOTATION: F.LR.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 Bortrom direction and complies with the latest Standards of Trail Surveying make no Certifications regarding Information PANEL NO.: 720077 0406H 6/3/13 ra.R,s,o Practice for Surveys as promulgated by the Florida State shown or not Shown hereon artoinin to easements,claims Board of Professional Surve and Mappers,Chapter p g Mors PP P of easements,Rights-of-way, setback lines, overlaps,, FB/PG. 5 J-17 F.A.C.; Pursuant to section 472.027, Florida Boundary LMe disputes,agreements,rese ti s or other m101p OJ"r statues,subject to all notes and notations shown hereon. similar matter,which may appear in the c 2.r -001010 1p1" - N/A N/A This survey is prepared and certified for e e us FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey2.p and report of •_�"" "'R"° the copies thereof are not wild without he Signature andiSfigt) PROJECT NO.: REVISION: N/A the original raised seal of a Florida iced d u 9_15-081 A THOMAS P. HUGHES, P.L.S. mapper. 11// Tr "'" STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY: DEGCHE E SHEET 1 OF 1 { } NOT APPLICABLE TO DEFT SITE PLAN LOT 99 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 11.0 ( IN FEET ) 1 inch = 30 ft. 00 6.05' 6.05' 10.00. J. o. 10.00' to G JJ� q 10.1 \ 11 '\ 10.00' to ro \ � 11.2 m 0 MMUNITY DEVELOPME ry� b ti�.' /IOP 5 9.2 � S �� APPROVED A L q O�jy 50.91' ' om9 �. / 1 10.55' ,,pp Ztdtc# 10.55' �L\ �. �\ ���5A Y• ! 10.1 e v 6.05' 50.91' �, � 15.00' tic'e 1� O� f� �l� 3.46' y j rs 6'0. � 6.05' PER ARB , FINISH FLOOR ELEVATION '� r 15.00' MUST BE 24" ABOVE GRADE '� J / \ LINE TABLE LINE DIRECTION LENGTH ✓) IMPERVIOUS COVERAGE VV \ IMPERVIOUS Sq.Ft. LOT SQ.FL x Ll(P) N382}'04'W 70.00 { 4,490 Sq.Ft. 8.400 Sq.Ft. 53.4X L2(P) 538K3'04'E 70.00 �� -3(C) N3823'04'W 3121, BUILDING COVERAGE COVERED Sq.Ft LOT Sq.FL S 3,507 Sq.FL 8,400 5a.FL 41.771 "SETBACKS•' FRONT-20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND 15 FEET FROM BUILDING FACE OR PORCH TO BACK OF RIGHT OF WAY; SOD BREAKDOWN u--�n EXCEPT CORNER/DOUBLE-FRONTAGE LOTS,FOR WHICH THE NON-ADDRESS TOTAL LOT AREA 8,400 Sq.Ft. FRONT/SDE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING FACE TO BACK OF RIGHT OF WAY. R/W TO CURB 945 Sq.Ft. GROSS SOD AREA 9,345 Sq.Fl. DEDUCTIONS ❑Q DENOTES CHEMICAL TOILET \ FOUNDATION SLAB 3,473 Sq.Ft. DRIVEWAY 1,087 S.Ft. '+— DENOTES FUTURE 4" TREE LEAD WALK h STEEPS 69 Sq.Ft. SIDEWALK AREA 0 Sq.Ft. DENOTES PROPOSED CONCRETE A/C PAD(S)h GARAGE SERVICE DOOR SLAB 27 Sq.Ft. ® DENOTES PROPOSED PAVERS WATER/CONSERVATON0 Sq.Ft. I I DENOTES PROPOSED WOOD TOTAL DEDUCTIONS 4, q. . NET SOD ARFA 4,689 Sq.Ft. GENERAL NOTES, 1.BEARINGS ARE BASED ON THE CENTERUNE OF MARITIME OAK DRIVE AS BEING N'38'23tl4'W. 2 DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1985. 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 0406H,DATED,JUNE 3,2013,THE FLOOD ZONES SHOWN ON THIS STE PLAN ARE SCALED OFF OF THE F.E.M.A.F.I.R.M.MAPS AND ARE FOR REFERENCE ONLY.THE F.I.R.M.INFORMATION AND DEUNEATION'S ON THIS SITE PLAN ARE VAUD ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS STE PLAN.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,CITY OF ATLANTIC BEACH. 4.FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD 19M 5.NO UNDERGROUND FOUNDATIONS OR UTIUTIES k NO IMPROVEMENTS,OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS STE 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. 8.ENTRIES k PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED @ NOT ENCLOSED. 9.UPLAND BUFFERS ADJACENT TO WETLANDS ME TO REMAIN NATURAL.VEGETATIVE,AND UNDISTURBED. 10.DIMENSIONS ARE IN FEET AND DECIMAL PMTS THEREOF. 11.MIS STE PLAN IS ONLY FOR THE LANDS AS DESCRIBED.IT IS NOT A CERTIFICATE OF TITLE,ZONING.EASEMENTS OR FREEDOM OF ENCUMBRANCES 12 THIS SITE M PLWAS NOT INTENDED TO DEUNEATE OR DEFINE ANY WETLANDS,ENVIRONMENTALLY SENSITIVE WILDLIFE DLIFE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL,STATE.REGIONAL OR LOCAL AGENCY,BOARD.MD COMMISSION OR OTHER ENTITY AND MY UA9UTY RESULTING THEREFROM IS NOT ME RESPONSIBILITY OF DTE UNDERSIGNED. 13.UNLESS A COMPARISON IS MADE.MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES. 14.THIS STE M PLIS BASED ON INFORMATION AS PROVIDED BY TIE CLIENT. 15.BUILDING AND IMPROVEMENTS,IF MY,AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY ONES. ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. THIS ISNOT A BOUNDARY SURVEY. 17.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 2S SLOPE ON ALL SDEWALKS.ALL SIDEWALK AND FLATWM SHALL,AT A MINIMUM,MEET CURRENT CITY OF ATLANTIC BEACH AND ADA STANDARDS CROSS SLOPES SHALL BE NO MORE THAN 2M THE PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGH TIE DRIVEWAY APRON SHALL ALSO MEET THIS RECLIIREMENT.ALSO,PLEASE NOTE THAT UTILITIES(METER BOXES VALVES,ETC.)STALL NOT BE INSTALLED WITHIN THE SIDEWALK. 18.A/C PADS MUST MAINTAIN S AWAY FROM MY PROPERTY UNE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES 19.PLEASE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. REVISION B:REVISED SITE PLM-UPDATE HOUSE(10/3/17)(DDM/MEB) REVISION A:REVISED SITE PLM-ADDED NEW HOUSE(4/7/17)(DDM/LAS) PREPARED FOR-.RIVERSIDE HOMES CERTIFIED TD:RIVERSIDE HOMES BARTRAM TRAIL SURVEYING. INC. Q( LAND SURVEYORS — PLANNERS — LAND DEVELOPMENT CONSULTANTS t 1501 COUNTY ROAD 315 SUITS NO. 108 (904) 284-2224 GREEN COVE SPRINGS, FL 32049 FAX (904) 284-2258 ""° CERTIFICATE OF AUTHORIZATION LB *899999991 COPYRIGHT © 2015 - NOTATION: F.I.R.M.FLOOD ZONE 7((N/A) 'I HEREBY CERTIFY, that this survey graphically represents The survey hereon was mode 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 Stonderds of Trail Surveying make no Certifications regarding Information PANEL NO.: Practice for Surveys as promulgated b the Florida State not o 9 120077 0408H 6/3/13 ys g y shown or t shown hereon pertaining to easements,claims _ 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 ' m101O O"" or.oc,R.w.�wm statues,subject to all notes and notations shown hereon. similar matters which may appear in the abstract•or search. DATE: SCALE: N/A N/A This survey is prepared and certified for the exclusive use of 11/5/15 1'=30• _ -mO1I ''•" 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: B N/A the original raised seal of a Florida licensed surveyor and 1349-15-061 THOMAS P. HUGHES, P.L.S. mapper. STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY: DBC CHECKED 8Y: RPS SHEET 1 of 1