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318 OCEANWALK DR RESA19-0003 ADDITION PERM RESIDENTIAL ADDITION PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RESA19-0003 800 SEMINOLE ROAD ISSUED: 3/27/2019 ATLANTIC BEACH. FL 32233 EXPIRES: 9/23/2019 MUST CALL INSPECTION • i • . W24 M IRTWOR + SPECTTON. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL i i OF PERMIT , . . PLEASE READ , . NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. JOB ADDRESS: PERMITTYPE: DESCRIPTION: VALUE OF WORK: RESIDENTIAL ADDITION SINGLE 318 S OCEANWALK DR OR TWO FAMILY RESIDENTIAL ADDITION $75000.00 ADDITION TYPE OF + ZONING: :D • • • GROUP: 169463 0514 OCEANWALK UNIT 02 COMPANY: ADDRESS: CAYMAN HOMES INC 1653 WINDWARD LN NEPTUNE BEACH FL 32266 OWNER: ADDRESS: GIRARDOT ROBERT J 318 OCEANWALK DR S ATLANTIC BEACH FL 32233-4570 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE 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. Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247- 5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. Issued Date: 3/27/2019 1 of 2 RESIDENTIAL ADDITION PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RESA19-0003 Y 800 SEMINOLE ROAD ISSUED: 3/27/2019 ATLANTIC BEACH, FL 32233 EXPIRES: 9/23/2019 3 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services,Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City right-of-way. 4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 5 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $380.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $190.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $9.30 STATE DCA SURCHARGE 455-0000-208-0600 0 $6.20 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00 TOTAL:$785.50 Issued Date:3/27/2019 2 of 2 NOTICE OF COMMENCEMENT State of Florida Tax Folio No. County of Duval To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: 42-013 08-2S-29E Oceanwalk Unit 2 Lot 6 _ Address of property being improved: 318 Oceanwalk Dr.S.,Atlantic Beach,FL 32233 General description of improvements: Bedroom/Bathroom/Garage addition Owner: Robert Girardot Address: 318 Oceanwalk Dr.S. Owner's interest in site of the improvement: owner Fee Simple Titleholder(if other than owner): J Q Name: ° Contractor: Cayman Homes,Inc Address: 14750 Beach Blvd.,Jacksonville,FL 32250 0 � U rn Telephone No.: (904)241-2436 Fax No: (904)246-8102 a M U Surety(if any) Q Address: Amount of Bond$ co _Of rY �J Telephone No: Fax No: 0 rn U o O J O Name and address of any person making a loan for the construction of the improvements ^ N � NN(n C7 Sj Mme Z_ Name: o n- w ° d Address: -0'2 Z�o 8 =, 8D00w Phone No: Fax No: °z X X U X Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Ad d ress: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): _ THIS SPACE EC USE LY OWNER r Signed: Date: � Before me this 22 day of P1 -j in the County of Duval,State DACODAH PARRISH Of Florida,has personally appeared 21 o1bu-� C-1 �trL a 1L Commission#GG 009947 Notary Public at Large,State of Florida,County of Duval. r Expires July 10,2020 Bonded ThruTroy Fain Insurance 800-385-7019 My commission expires: 'Tyl—f )O/Zz 0 Personally Known: or Produced Identification: �--LDL City of Atlantic Beach APPLICATION NUMBER �d Building Department (To be assigned by the Building Department.) 800 Seminole Road R SSR _/x-.,J003 Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 2 z J C l �r E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: De rtment review required Yes No rBuilding Applicant: ( SAV AAD kof"C's Cly tannin &Zoning Tree Administrator— Project: dministra orProject: 17(O !� c or u tic Utilities u tic 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: ❑Approved. enied. ❑Not applicable (Circle one.) Comments: BUILDING /�,CA r �►r c 2 PLANNING &ZONING Reviewed by: Date: ✓ TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 0 511 9/2 01 7 ALL Revision Request/Correction to Comments **HIGHLI HIGHLIGHTED ON •'Sr''��i,:, HIGHLIGHTED IN s r s City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Fiji Jr Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 4 _ oo93 RC—�SNL9 -00 03 ❑ Revision to Issued Permit OR LTJ Corrections to Comments Date: Project Address: 3t,� OC A-1-,,j .4-L J1 1212— Contractor/Contact 2/2 —Contractor/Contact Name: C.h'y /�l 9�/ )—�U t�_4A � ) I tA L Contact Phone: %D q -5-16 uD/ 6 Email: 6;eY114 61,/ f0 r i Sr9 NT IU Description of Proposed Revision/Corrections: o 0'7— Q.3 Z' 4t7At A-1 ( ,9 , Y 17 1 tO/2 Sd �- cr/-17VI S UIV2-') irZWlS E- 12g,e L, CU- J'g Thi 15- � .A�,St 1— Aio* OrJs 1 affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? 0 No ❑ Yes(additional s.f.to be added: ) • ro proposed revision/corrections add additional increase in building value to original submittal? ❑*Yes(additional increase in building value:$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: �Buildin •._Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services Updated 10/17/18 TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY =' s� City of Atlantic Beach PERMIT# Community Development Department 800 Seminole Road Atlantic Beach,FL 32233 _r lilt' (P)904-247-5800 SITE INFORMATION ADDRESS 318 Oceanwalk Dr.S. SUBDIVISION Oceanwalk BLOCK 2 LOT 6 RE# 169463-0514 RESIDENTIAL ❑ COMMERCIAL ❑ OTHER APPLICANT INFORMATION NAME Robert Girardot PHONE# ADDRESS 318 Oceanwalk Dr.S. CELL# 904-994-5848 CITY Atlantic Beach STATE FL ZIP CODE 32233 EMAIL robertjgirardot@gmail.com N OWNER ❑ LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation", of the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. HER CERT THAT ALL INFORMATION PROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized Agent Robert Girardot Z'LL!20 rq SIGNAfU AP PRINT OR TYPE NAME DATE SIGNATURE OF APPLICANT(2) PRINT OR TYPE NAME DATE Signed and sworn before me on this Z day of Zp)° by State of fAVI A4 County of TjJUya Identification verified: Oath Sworn: (P"Yes ❑ No e;' > . DACODAH PARRISH A5 ,5'e" Commission#GG 009947 No rySignature °a Expires July 10,2020- Bonded Thru Troy Fain Insurance 800.385-7 I d- 10,�Z7 Commission expires 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 Broedell, Brian From: JB McLeroy <caymanhomes@bellsouth.net> Sent: Thursday, March 07, 2019 11:52 AM To: Broedell, Brian Cc: JB McLeroy Subject: Re: Building Permit-318 Oceanwalk Dr Follow Up Flag: Follow up Flag Status: Flagged Hi Brian, Garage access will not be a part of this permit. If you have any other questions, please do not hesitate to contact me. Thank you, JB McLeroy Cayman Homes Sent from my Blackberry - the most secure mobile device - via the Sprint Network From: bbroedell@coab.us Sent: March 7, 2019 11:03 AM To: caymanhomes@belIsouth.net Cc: robertjgirardot@gmail.com Subject: Building Permit-318 Oceanwalk Dr Good morning, Regarding the building permit for 318 S Oceanwalk Drive, the plans do not reflect any driveways or any kind of access into the proposed garage. Will this be included in a later permit or does it need to be added to this permit? Thank you, Brian Broedell Planner City of Atlantic Beach 1 �tt,:Ly�7 City of Atlantic Beach APPLICATION NUMBER �3 Building Department (To be assigned by the Building Department.) 800 Seminole Road �-C I Q, _0C:)0_3 Atlantic Beach, Florida 32233-5445 C-S J S Phone(904)247-5826 - Fax(904)247-5845 Z CJ /cl Email: buildin de t coab.usDate routed: City web-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: gD99,utment review required Yes No ( Building Applicant: ��VM-A/U 0 FYI G's (r ND tannin &Zoning ` Tree Administrator Project: 17 171 G Ny c or tic Utilities u tic Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: ❑Approved. ❑Denied. Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING .�t,.-� Reviewed by: CDate: 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 City of Atlantic Beach APPLICATION NUMBER d� Building DepartmentCF�� (To be assigned by the Building Department.) r ri 800 Seminole Road r j 0 Atlantic Beach, Florida 32233-5445 n_, 1 \ —y©� ;t >'' Ehmal:( b0ud ng�dept@coab.us04)247=5845 FEB 15 2ODate routed: 2� ZS City web-site: hftp://www.coab.us BY. APPLICATION REVIEW AND TRACKING FORM Property Address: ] C")P_CAAak)AL Dgpgrtment review required Yes No Building Applicant: ��1/VV� /y Leo CZE. ,S �V tannin &Zoning Tree Administra or Project: C.) r&7tc or tic Utilities u tic 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: APPL CATION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b . F Date: TREE ADMIN. Second Review: A roved as revised. Denied. ❑ pp ❑ ❑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 SITE DEVELOPMENT PLAN - 318 OCEANWALK DR. S. Legend: Dumpster areas - Material areas - �ftif Toilet area -� Silt fence - ...... Parking Traffic Control - .--� �*�a F V 1!/IAP SHOP► ,v`G BOUNDARY- Stl�,w ; j . OF LOT 6 _ OCEANWALK UNIT TWO _ AS RECORDED IN PLAT BOOK 42 —PAGES- 15-150 OR THE CURRENT PUBLIC RECORDS OF DUV&L COUNTY, FLORIDA. FOA,:NORTH AMER/CAN,MORTGAGE;A5SOCIAMo LAAJO T/TLE /N.SUPAC/CE co 1SOBElZT' 03EPH G/RA,ZOOT• , AMA P P t ,e`-_ _ TRAFFIC F eav . _ zo is)�81 OCEANft soft } e• •` R. —' d93' r FUD jz I. I�� • M 1vIG74 .eal•44'33�g a .:,- f:11• 80 55moo tiftir1f11ti 1 •S �H'8840. r33�6�1.P. ti 1 L ti 1 �• •=0-,5� — ..� .e.•. .Rnim�� ti••.•ti• .'ll,, {{II�� •1.ti.ti.ti I .• ro1R ws LL�IM[ .. ® ;1 • ' • 11/ - �• 1e'M10• .. wiA •�` yFj- .AE.►.•IASEk1E.MT •C NIeTM G• •.l -..�•IR roue ._. 11.vdo - Rj r•Wpry 'ro �. STORY'STUCCO RAGS m Np IDEMCE e - APPROVED 1••e. ..Tea.• '�•- la 1l.0• ;� m PUBLIC WORKS C P ;n -. fAP PROVED ENIED ¢t NOT APPLICABLE TO DEPT ,., , x .c:'::w.•1�aic7l�w IN, (4•Zn- s 1'- f2.. 1 iS a -f- . N;�� 3 I t ,... ....•S SI.d�4QOR V64t 3T 1 37 WO :.1 I��",p'n -~r i •�- slr-�,•ff'' gg t . - i th riyLy;�+ City of Atlantic Beach APPLICATION NUMBER r� Building Department (To be assigned by the Building Department.) ` 800 Seminole Road �~c R t Q, _0Oa3 s Atlantic Beach, Florida 32233-5445 W Phone(904)247-5826 - Fax(904)247-5845 2 -zS AE1 Fest )T E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ] - ��R De_p, tment review required Yes o Building Applicant: Applicant: 0-AVMA/U k- 0 SES .Tan nin &Zoning Tree Administra or Project: 17f C ' &F=0r lic Utilities u lic 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: CE3D PLANNING &ZONING 3�S ?tel Reviewed by: Date: TREE ADMIN. Second Review: Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: �t9� PUBLIC UTILITIES U PUBLIC SAFETY Reviewed by: Date: 20/� FIRE SERVICES Third Review: ]Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 OFFICE COPY Revision Request/Correction to Comments **HIGHLIALL HIGHLIGHTED ON HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 'oft Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: S - (7093 'C— 1,9 -o0 03 ❑ Revision to Issued Permit OR LTJ Corrections to Comments Date: Cl Project Address: 216 DC F--1)-'V i'1) L ILyA�- Contractor/Contact Name: C19Y M -94T/_}-/O 1V A � - , I0 L Contact Phone: 910 � 16 CD/ 6 Email: GOYM 4,11tb IUZ f P D tL30 uT It- iU Description of Proposed Revision/Corrections: t I T,o'. ('O ^PL 7 �J �� 0 � �11�� ` f`C-(O3 ?- 7L7A'r q- (,9ti q 71toS� cd �- C�41 7,P-7f S U vl/�,� '71 uSS �w U- �� FF E_ 2aclv T?7 �t 9->r/ r lRjGiSN0Tk-) Dy s I i affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) HIAA 1 9 2019 • Will proposed revision/corrections add additional square footage to original submittal? 0 No ❑ Yes(additional s.f.to be added: ) • No eWj proposed revision/corrections add additional increase in building value to original submittal? ❑*Yes(additional increase in building value:$ ) (contractor must sign if increase in valuation) *Signature of Contractor/Agent: �f (Office Use Only) L�7 Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due Revision/Plan Review Comments Department Review Required: Buildin Planning&Zonin0 Reviewed By Tree Administrator Public Works Public Utilities 3�z2! zap 9 Public Safety Date Fire Services Updated 10/17/18 r, CITY OF ATLANTIC BEACH ' 800 SEMINOLE ROAD SO rj ATLANTIC BEACH, FL 32233 OFFICE COPY (904) 247-5800 BUILDING REVIEW COMMENTS Date: 3/5/2019 Permit#: RESA19-0003 Site Address: 318 S OCEANWALK DR Review Status: denied RE#: 169463 0514 Applicant: CAYMAN HOMES INC Property Owner: GIRARDOT ROBERT J Email: caymanhomes@bellsouth.net Email: ROBERTJGIRARDOT@GMAIL.COM Phone: 9045360016 Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Corre Uon Comments: 1 Permit applicant needs to return to the Building Department to fill in the space required for architect ame and contact phone number. Application is incomplete. V hoose a method of construction compliance/alteration level from the 2017 6th Edition of the FBC- V Existing Building Code. Place this information on the drawing page A101, under CODES. Submit 2 copies of this page change. Mr. Vermey needs to approve and sign off on both sets of engineered truss packages with his shop stamp. 4. DF will attached to these plan review comments with survey requirements now requested for development in Atlantic Beach. A minimum finish floor elevation will need to be recorded on the site plan where the new addition will be added. Contractor shall initial and date next to the F.F.E. on the site plan. 2 copies. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. IVALAO Building Permit Application OFFICE COPY**ALL City of Atlantic Beach Building Department ALL INFORMATION �� 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY t!� Phone: (904) 247-5826 Email: Building-Dept@coab.us IS REQUIRED. Job Address: 318 OC E AN WALI<, DR_ 5 - 41-4)Ji 1C 13aAC l- Permit Number: R ES a I ) Legal Description 42-013 OS-25-2 q r OCFi4ww1;c K u Nr 2 L-o T G RE# 1046 3-OS Valuation of Work(Replacement Cost)$ 7&�Du•o Heated/Cooled SF .121 Non-Heated/Cooled 710 • Class of Work: ❑New C!'Addition ❑Alteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial L?Aesidential • If an existing structure,is a fire sprinkler system installed?: ❑Yes 21qo • Will trees be removed in association with proposed roiect?❑Yes must submit separate Tree Removal Permit 14'No Describe in detail the type of work to be performed: (j5-p/2ooN�43•tT 1}Rooti �G99G l; 77 oN Florida Product Approval# _ _ _for multiple products use product a oval form Property Owner Information Q = .J Z N Name R O(3 p-r2 r 619#k.0o T Address 310 0CEA1VW/9LK Ok _S_ J Ua O LL — City 47-4-191m47-4-191m747-4-191m7-lc OaOc t4- State rt- zip 3 2Z 3 7 Phone -- 4 O� E-Mail oor je6m6(t- .co✓1 P1 m Z Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) U r � Contractor Information 0p NameofCompany C#47M&Fti 4owFS10ivC. Qualifying Agent_J C3 McL2roy O Z O Address /475-0 134vp City J9tKsorJwcti,4_ State AL_ zip J2bit- , 0 Office Phone 90� 2 y 2 4 3 bJob Site Contact Number 4'01q S-16 001(o I— LU Z State Certification/Registration# C13C 12 5-473 6 E-MailC'9YAlfV OMGSB 6&soa 4-N C f LL. � n Architect Name&Phone# v F 0 Fe:1 44t%ai TQ C t &4L - 2 — / +7 W WEd m Engineer's Name&Phone# W 0 Workers Compensation Insurer OR Exempt Expiration Date uJ 3 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or inst5ation half U commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws rd*Iating construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,NGNS, WELLS,POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE:In addition to the requirements,of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TOO I NA NG, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE REC R G UR TICE OF COMMENCEMENT. ignature of Owner or Agent) (Signa ure of on actor) Signed an sworn to(or affirmed)before me this 2Z day of Signed and sworn to(or affirmed)before me this 2Z day of rvc.' lot c? by JiAmeS�� tan M 1�:� �G�yvcr 2(Drq by ( abe4 �cse1,..61 1 4 r :P �U DACODAH PARRIS (Signat re of Notary) (Signature of Notary) Commission#GG 009947 Expires July 10,2020 DACODAH PARRISH n Insurance 800-385-7019 ; 1 1 P nail Known OR Com mission#GG 009947 5-o uce enti ication ( Produced Identification `." d.Expires July 10,2020 ��lE•....�P�. Type of Identification: FCD Type of Identification: r-1 lam- °:,; aoudad?hruTroy Fain Insurance 800.365-7D19 OFFICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes:6" Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft2) Non-Habitable Space (ft') -D/ LAND INFORMATION: Zoning District Flood Zone l Minimum FFE a.-] 1 BUILDING INFORMATION: Construction Type Occupancy Group 1—e T7arn, Number of Stories Max Occupancy Load Fire Sprinklers Required CONDITIONS/ COMMENTS: Rev. 2.7.2018 o F/o rrej a FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Girardot Residence Builder Name: Street: 318 Ocean Walk Dr S Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach ,FL,32233 Permit Number: Owner: Girardot Residence Jurisdiction: 261100 Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2) 1. New construction or existing Addition 9. Wall Types(688.5 sqft.) Insulation Area le family or multiple family Single-family a. Frame-Wood,Exterior R=13.0 603.50 ft' 2. Sin 9 y p y g y b. Frame-Wood,Adjacent R=13.0 85.00 ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedroom�Bedrms In Addition) 1(1) d.N/A R= ft2 10.Ceiling Types (421.0 sqft.) Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=30.0 421.00 ft= 6. Conditioned floor area above grade(ft2) 421 b. N/A R= ft2 c. NIA R= ft2 Conditioned floor area below grade(ft2) 0 11.Ducts R ft2 7. Windows(110.6 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Attic 6 88 a. U-Factor: Dbl,U=0.23 67.50 ft2 SHGC: SHGC=0.29 12.Cooling systems k817.8 Efficiency b. U-Factor: Dbl,U=0.18 43.10 ft2 a.Central Unit 17.8 SEER:14.00 SHGC: SHGC=0.27 c. U-Factor: N/A f12 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A f12 a. Electric Heat Pump 17.8 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 8.183 ft. 14. Area Weighted Average SHGC: 0.282 Hot water systems-Replacement equipment a. Electric Cap:40 gallons 8. Floor Types (421.0 sqft.) Insulation Area EF: 0.950 a.Slab-On-Grade Edge Insulation R=0.0 421.00 ft2 b. Conservation features b.N/A R= ft2 None c. N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.263 Total Proposed Modified Loads: 14.75 PASS Total Baseline Loads: 15.55 I hereby certify that the plans and specifications covered by Review of the plans andOiAE STgT�. this calculation are in compliance with the Florida Energy specifications covered by this 4V 0� Code. 'E c01W calculation indicates compliance ,=Eric Suubk.-Ella Plus.Inc. with the Florida Energy Code. '• =° �,;� 0 PREPARED BY: 2°I902.2oN0 11d w Before construction is completed i DATE: Februar)�20 2019 this building will be inspected for 0 compliance with Section 553.908 , I herebycertify that this building, as designed, is in compliance Florida Statutes. ` ry- �g� - fY 9 Cv with the Florida Ener ,�y� OD WL .., OWNER/AGEN BUILDING OFFICIAL: / DATE: 2 DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50(R402.4.1.2). 2120/2019 8:37 AM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 4 . 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX*= 95 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. Addition 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple-family 2. Single-family b) Return ducts R 6.0 c)AHU location Attic 3. No. of units (if multiple-family) 3. 1 4. Number of bedrooms 4. 1 13. Cooling system: Capacity 17.8 a) Split system SEER 14.0 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 421 d) Room unit/PTAC EER e) Other 7.Windows, type and area a) U-factor:(weighted average) 7a. 0.211 b) Solar Heat Gain Coefficient(SHGC) 7b. 0.282 14. Heating system: Capacity 17.8 c)Area 7c. 110.6 a) Split system heat pump HSPF 8.2 b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient(SHGC) 8b. NA e)Gas furnace, LPG AFUE f) Other 9. Floor type, insulation level: a) Slab-on-grade (R-value) 9a. 0.0 b)Wood, raised (R-value) 9b. 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.95 b) Gas fired, natural gas EF 10. Wall type and insulation: c)Gas fired. LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. 13.0 e) Dedicated heat pump with tank EF 2. Masonry(Insulation R-value) 10A2. f)Heat recovery unit HeatRec% B. Adjacent: g)Other 1. Wood frame (Insulation R-value) 10131. 13.0 2. Masonry(Insulation R-value) 10B2. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11a. 30.0 b) Cross ventilation No b) Single assembly 11b. c)Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation,through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signat e: Date: Address of New Home: 318 Ocean Walk Dr S City/FL Zip: Atlantic Beach FL 32233 2/20/2019 8:37:26 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH FLORIDA *REQUIRED *Project Address: 318 Oceanwalk Dr. S. Permit#: g t S A 1 9— 0 00 3 *Owner/Project Name: Girardot - Addition 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 JELD-WEN Steel Door HVHZ:yes 14569.3 2.Sliding 3.Sectional 4.Garage Roll-Up Clopay Sectional HVHZ:yes 5684.2 5.Automatic 6. Other B.WINDOWS 1.Single hung Andersen American Craftsman HVHZ:no 15906.1 2. Horizontal slider 3.Casement 4. Double hung 5. Fixed Andersen American Craftsman HVHZ:no 1591.01 6.Awning Andersen American Craftsman HVHZ:no 15909.01 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action In 12. Other Page 1 of 4 Update*rl$0 urric�� Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1.Siding 2.Soffits 3. EIFS 4.Storefronts 5.Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D. ROOFING PRODUCTS 1. Asphalt shingles Owens Corning Asphalt Shingles HVHZ:no 10674.1 2. Underlayments Owens Corning Underlayment HVHZ:no 14299.1 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7.Single ply roofing 8. Roofing tiles 9. Roofing insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Page 2 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E.SHUTTERS 1.Accordion 2. Bahama 3.Storm panels 4. Colonial S. Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor 2.Truss plates 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12.Sheds 13. Other G.SKYLIGHTS 1.Skylight 2. Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updated 10/17/18 "IFFICE COPY 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):JB MCLeroy *Contractor Signatur *Company Name: Cayman Homes, Inc. *Mailing Address: 14750-1 Beach Blvd *City: Jacksonville *State: FL *zip code: 32250 *Telephone Number: (904) 241-2436 *E-mail Address: caymanhomes@belIsouth.net Cell Phone Number: (904) 536-0016 Fax Number: (904) 246-8102 Page 4 of 4 Updated 10/17/18 FORM R405-2017 OFFICE C®P 1 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: ❑ This checklist ❑ A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report(one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). ❑ Energy Performance Level(EPL) Display Card(one page) ❑ HVAC system sizing and selection based on RCCA Manual S or per exceptions provided in Section R403.7 ❑ Mandatory Requirements (five pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report(usually one page) EnergyGauge®-USRRPB v6.0 1/4/2018 1:58:40 PM Page 1 of 1 OFFICE COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Girardot Residence Builder Name: Street: 318 Ocean Walk Dr S Permit Office Atlantic Beach City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: Girardot Residence Jurisdiction: 261100 Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2) 1. New construction or existing Addition 9. Wall Types(688.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood,Exterior R=13.0 603.50 ft' b. Frame-Wood,Adjacent R=13.0 85.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ftz 4. Number of Bedroom�Bedrms In Addition) 1(1) d.N/A R= ff 5. Is this a worst case? No 10.Ceiling Types (421.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 421.00 ft' 6. Conditioned floor area above grade(ft') 421 b.N/A R= ff Conditioned floor area below grade(ft') 0 c. N/A R= ft' 11.Ducts R ft' 7. Windows(110.6 sqft.) Description Area a. Sup:Attic,Ret:Attic,AH:Attic 6 88 a. U-Factor: Dbl,U=0.23 67.50 ft' SHGC: SHGC=0.29 b. U-Factor: Dbl,U=0.18 43.10 ft' 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.27 a.Central Unit 17.8 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: NIA ft' a. Electric Heat Pump 17.8 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 8.183 ft. Area Weighted Average SHGC: 0.282 14.Hot water systems-Replacement equipment 8. Floor Types (421.0 sqft.) Insulation Area a. Electric Cap:40 gallons a.Slab-On-Grade Edge Insulation R=0.0 421.00 ftZ b. Conservation features EF:0.950 b. N/A R= ft' None c. N/A R= ft' 15.Credits Pstat Glass/Floor Area: 0.263 Total Proposed Modified Loads: 14.75 PASS Total Baseline Loads: 15.55 1 hereby certify that the plans and specifications covered by Review of the plans andO�TNE ST,,,^ this calculation are in compliance with the Florida Energy specifications covered by this IV O Code. EK°SR,k.aE{anP°,. calculation indicates compliance ��,, %' s °,o � °m. with the Florida Energy Code. �O 201902.2008�P12 OSO Q ,•', y PREPARED BY: Before construction is completed 'f- DATE: February20.2019 this building will be inspected for a compliance with Section 553.908 1 hereby certify that this building, as designed, is in compliance Florida Statutes. ♦� 5 with the Florida EnerWAV COD OWNER/AGEN BUILDING OFFICIAL: DATE: - ZV DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50(R402.4.1.2). 2/20/2019 8:37 AM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Girardot Residence Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 421 Lot# Owner Name: Girardot Residence Total Stories: 1 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 318 Ocean Walk Dr S Permit Office: Atlantic Beach Cross Ventilation: No County: Duval Jurisdiction: 261100 Whole House Fan: No City,State,Zip: Atlantic Beach , Family Type: Single-family FL, 32233 New/Existing: Addition Comment: CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp �/ Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Jacksonville FL—JACKSONVILLE—INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Entire House 421 3578.5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 BR 1 169 1436.5 No 1 1 1 Yes Yes Yes 2 BA 1 64 544 No 0 1 Yes Yes Yes 3 Living 188 1598 Yes 0 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 BR 1 39 ft 0 169 ft' ____ 1 0 0 2 Slab-On-Grade Edge Insulatio BA 1 8 It 0 64 ft1 ___- 1 0 0 3 Slab-On-Grade Edge Insulatio Living 24 ft 0 188 ft' ___- 1 0 0 ROOF / Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch �/ # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 434 ft2 0 ft, Medium N 0.85 No 0.9 No 0 14 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 150 421 ft' N N 2/20/2019 8:37 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 4 FORM 8405-2017 INPUT SUMMARY CHECKLIST REPORT CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) BR 1 30 Blown 169 ft2 0.1 Wood 2 Under Attic(Vented) BA 1 30 Blown 64 ft2 0.1 Wood 3 Under Attic(Vented) Living 30 Blown 188 ft2 0.1 Wood WALLS AdjacentSpatz Cavity Width Height Sheathing Framing Solar Belowo 1 E Exterior Frame-Wood BR 1 13 13 0 8 6 110.5 ft2 0 0.25 0.41 0 2 S Exterior Frame-Wood BR 1 13 13 0 8 6 110.5 ft2 0 0.25 0.41 0 3 W Exterior Frame-Wood BR 1 13 13 0 8 6 110.5 ft2 0 0.25 0.41 0 4 W Exterior Frame-Wood BA 1 13 8 0 8 6 68.0 ft2 0 0.25 0.41 0 5 N Exterior Frame-Wood Living 13 3 0 8 6 25.5 ft2 0 0.25 0.41 0 6 E Exterior Frame-Wood Living 13 8 0 8 6 68.0 ft2 0 0.25 0.41 0 7 W Exterior Frame-Wood Living 13 13 0 8 6 110.5 ft2 0 0.25 0.41 0 8 N Garage Frame-Wood Living 13 10 0 8 6 85.0 ft2 0 0.25 0.01 0 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low-E Double Yes 0.18 0.27 N 20.0 ft2 15 ft 0 in 0 ft 6 in None None 2 S 2 Vinyl Low-E Double Yes 0.23 0.29 N 12.5 ft2 2 ft 0 in 0 ft 6 in None None 3 W 3 Vinyl Low-E Double Yes 0.23 0.29 N 12.5 ft2 2 ft 0 in 0 ft 6 in None None 4 W 4 Vinyl Low-E Double Yes 0.18 0.27 N 3.0 ft2 2 ft 0 in 0 ft 6 in None None 5 E 6 Vinyl Low-E Double Yes 0.23 0.29 N 12.5 ft2 15 ft 0 in 0 ft 6 in None None 6 E 6 Vinyl Low-E Double Yes 0.18 0.27 N 20.1 ft2 15 ft 0 in 0 ft 6 in None None 7 W 7 Vinyl Low-E Double Yes 0.23 0.29 N 30.0 ft2 2 ft 0 in 0 ft 6 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 210 ft2 210 ft2 64 ft 8.5 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA Eq LA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000378 417.5 22.92 43.1 .1457 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/Suppleme Split HSPF:8.2 17.8 kBtu/hr 1 sys#1 2/20/2019 8:37 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/Supplemental for Split SEER: 14 17.8 kBtu/hr cfm 0.7 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 40 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft DUCTS ----Supply— —Return---- Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 88 ft' Attic 22 ft' Default Leakage Attic (Default) (Default) 1 1 TEMPERATURES Programabl(eThermostJanat: ]]]]Y ]] [[[[ ] Ceiling Fans: jXj rl rl W (] [�]Dec Heat ng [X)Jan IX]Feb IMar t Apr May lXl Jun Jul AuSep Oct HX Nov t 1 D cVenting [ ]Jan [ 1 Feb [X]Mar lxJ Jun Jul Aug Sep 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 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/sq.ft. 0 ft' Oft 0.3 BR 1 Default(8 lbs/sq.ft. ft' ft 0.3 BA 1 Default(8 lbs/s .ft. ft' ft 0.3 Living 2/20/2019 8:37 AM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 4 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX*= 95 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. Addition 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple-family 2. Single-family b) Return ducts R 6.0 c)AHU location Attic 3. No. of units(if multiple-family) 3. 1 4. Number of bedrooms 4. 1 13. Cooling system: Capacity 17.8 a) Split system SEER 14.0 5. Is this a worst case?(yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 421 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.211 b) Solar Heat Gain Coefficient(SHGC) 7b. 0.282 14. Heating system: Capacity 17.8 c)Area 7c. 110.6 a) Split system heat pump HSPF 8.2 b) Single package heat pump 1-ISPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient(SHGC) 8b. NA e) Gas furnace, LPG AFUE `)Other 9. Floor type, insulation level: a) Slab-on-grade (R-value) 9a. 0.0 b)Wood, raised (R-value) 9b. 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.95 b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired. LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. 13.0 e) Dedicated heat pump with tank EF 2. Masonry(Insulation R-value) 10A2. f) Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 10131. 13.0 2. Masonry(Insulation R-value) 10132. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 1la. 30.0 b) Cross ventilation No b) Single assembly 11b. c) Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat Yes 'Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signale: Date: 2 Address of New Home: 318 Ocean Walk Dr S City/FL Zip: Atlantic Beach, FL 32233 2/20/2019 8:37:26 AM EnergyGauge(&USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 318 Ocean Walk Dr S Permit Number: Atlantic Beach, FL,32233 MANDATORY REQUIREMENTS See individual code sections for full details. ✓ SECTION R401 GENERAL R401.3 Energy Performance Level(EPL)display card(Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law (Section 553.9085, Florida Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. ❑ R402.4.1 Building thermal envelcT*building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. ❑ R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations, renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed, but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test,shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test,shall be turned off. 6. Supply and return registers,if installed at the time of the test,shall be fully open. R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air.Where El using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace.Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakageVVindows, 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 L/s/m2),when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. 2/20/2019 8:37 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) ❑ R402.4.4 Rooms containing fuel-burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room,isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1 Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code,Residential. ❑R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 L/s)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. ❑ 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. ❑ R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section C403.2.92 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or (7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(0,(g)or(i),Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. ❑ R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. ❑ R403.3.3 Duct testing(Mandatory).Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system,including the manufacturer's air handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa)across the entire system,including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. ❑R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55`F(13°C)shall be insulated to a minimum of R-3. EJ caused Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. ❑ R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1.Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls,temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return ❑ pipe shall be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. ❑ R403.5.1.2 Heat trace systems.Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 2/20/2019 8:37 AM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) ❑ R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3%inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). ❑ R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heating systems to be turned off. R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category.Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors. and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol.Collectors in installed solar water-heating systems should meet the following criteria 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal,and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential,or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation including: Natural, Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. 0 R403.6.1 Whole-house mechanical ventilation system fan efficacy.When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. El R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces,attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19.space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). ❑ R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This Code does not allow designer safety factors,provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY AIRFLOW RATE MAXIMU (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt <90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm=28.3 L/min. a. When tested in accordance with HVI Standard 916 2120/2019 8:37 AM EnergyGauge@ USA 6.0.02(Rev.1)-FIaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) ❑ R403.7.1.1 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 403.7,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. The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing. Manufacturer's expanded performance data 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 temperatures 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 multiple-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 multiple-family units,the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. ❑ R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. ❑ R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. ❑ R403.7.1.2.3 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 R403.7.1. ❑ R403.7.1.3 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. ❑ R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. ❑ R403.9 Snow melt and ice 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 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). ❑ R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. ❑ R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the power to the heater. Gas-fired heaters shall not be equipped with continuously burning ignition pilots. ❑ R403.10.2 Time switches.Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. ❑ R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent 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: Where more than 70 percent of the energy for heating,computed over an operation season, is from site-recovered energy,such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa 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 or LP gas shall not have continuously burning pilot lights. 2/20/2019 8:37 AM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 5 R403.10.5 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. 0 R403.11 Portable spas(Mandatoryte energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404.1.1 Lighting equipment(Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 2/20/2019 8:37 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 5 of 5 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Girardot Residence Builder Name: Street: 318 Ocean Walk Dr S Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Y U Owner: Girardot Residence Jurisdiction: 261100 W _ Design Location: FL,Jacksonville U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit Ceiling/attic the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation, maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall Pxtpnci behind piping and wiring, Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids I between fire sprinkler cover plates and walls or a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 2/20/2019 8:37 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 1 Load Short Form Job: Girardot Residence E'Cdlcs Date: Feb 19,2019 Plus, inc. Entire House By: E-Calcs Plus.Inc. E-Calcs Plus, Inc. 9250 Corkscrew Rd.Suite 8,Estero,FL 33928 Phone.239.810.6106 Email.eric®ecalcsplus.com Web:www.ecalcsplus.com License:HERS Rater ID 07 578 10 Project • • For: Girardot Residence, Cayman Homes 318 Ocean Walk Dr S, Atlantic Beach, FL 32233 Design Information Htg Clg Infiltration Outside db (°F) 32 93 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD (°F) 38 18 Fireplaces 0 Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 34 52 HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Make Carrier Trade Trade Model CH14NBO1800GOA0 Cond CH14NBO1800GOA0 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 0.056 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 Capacitybalancepoint=21 °F Backup: Carrier AFUE 100 Input= 5 kW Output= 17061 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BR 1 169 5440 3481 302 161 BA 1 64 1122 1388 62 64 Living 209 4117 7948 229 368 Entire House d 442 10679 12818 593 593 Other equip loads 0 0 Equip. @ 1.00 RSM 12818 Latent cooling 1794 TOTALS I 442 I 10679 14611 I 593 I 593 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �i wrightsoft 2019-Feb-20 08:27:49 Right-Suite®Universal 2018 18.0.32 RSU25198 Page 1 ._rdot Residence\Girardot Residence 2.19.2019.rup Calc=MJ8 Front Door faces: N Manual S Compliance Report Job: GirardotResidence E-CaICS Date: Feb 19,2019 Plus, Inc. Entire House By: E-Calcs Plus,Inc. E-Calcs Plus, Inc. 9250 Corkscrew Rd,Suite 8,Estero,FL 33928 Phone:239.810.6106 Email:edc@ecalcsplus.com Web:www.ecalcsplus.com License:HERS Rater ID 0757810 Project Information For: Girardot Residence, Cayman Homes 318 Ocean Walk Dr S, Atlantic Beach, FL 32233 Cooling Equipment Design Conditions Outdoor design DB: 92.8°F Sensible gain: 12818 Btuh Entering coil DB: 76.1°F Outdoor design WB: 77.3°F Latent gain: 1794 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0'F Total gain: 14611 Btuh Indoor RH: 50% Estimated airflow: 593 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB01800OOAO+FB4CNP018L Actual airflow: 593 cfm Sensible capacity: 14169 Btuh 1111/6 of load Latent capacity: 2645 Btuh 147%of load Total capacity: 16815 Btuh 115%of load SHR: 84% Heating Equipment Design Conditions Outdoor design DB: 31.8°F Heat loss: 10679 Btuh Entering coil DB: 69.17 Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB01800GOAO+FB4CNP018L Actual airflow: 593 cfm Output capacity: 13696 Btuh 128%of load Capacity balance: 21 °F Supplemental heat required: 0 Btuh Economic balance: -39 °F Backup equipment type: Elec strip Manufacturer: Carrier Model: AFUE 100 Actual airflow: 593 cfm Output capacity: 5.0 kW 160%of load Temp. rise: 16 °F Meets all requirements of ACCA Manual S. * wrightsoft 2019-Feb-20 08:27:49 Z.KRight-Suite®Universal 2018 18.0.32 RSU25198 Page rdot Residence\Girardot Residence 2.19.2019.rup Calc=MJ8 Front Door faces: N Panel Panel-Tek of North Florida, Inc. 200 Commercial Drive, Suite 8 SaiY Tek- Tel:((04) 584-1550 t Augustine FL, 32092 Fax: (904) 584-1551 Re : 23814: Cayman Homes Site Information: Project Customer: Panel-Tek of North Florida, In Job Name :Cayman Homes Lot/Block: Subdivision :318 Oceanwalk Dr. S. Site Name: 318 Oceanwalk Dr. S. Site Address: Atlantic Beach FL Zip: Name Address and License # of Structural Engineer of Record, If there is one, for this building. Name: Gerard J. Vermey,AIA License#: AR0004630 Address: 420 3rd Street South Jacksonville Beach FL Zip: 32250 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017ITP12014 Design Program: 8.21 Apr 22 2018 Roof Load: 32.0 psf Floor Load: N/A Wind Code: MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Wind Speed: 140 mph Exposure=D This package includes 21 individual, dated Truss Design Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Date Truss ID# Seal# No. Date Truss ID# Seal# 1 02/21/19 A01 A0187142 23 02/21/19 CJ01 A0187153 2 02/21/19 A01 A0187142 24 02/21/19 CJ01 A0187153 3 02/21/19 A02 A0187143 25 02/21/19 CJ01A A0187154 4 02/21/19 A02 A0187143 26 02/21/19 CJ01A A0187154 5 02/21/19 A03 A0187144 27 02/21/19 CJ02 A0187155 6 02/21/19 A03 A0187144 28 02/21/19 CJ02 A0187155 7 02/21/19 A04 A0187145 29 02/21/19 CJ03 A0187156 8 02/21/19 A04 A0187145 30 02/21/19 CJ03 A0187156 9 02/21/19 A05 A0187146 31 02/21/19 CJ03B A0187157 10 02/21/19 A05 A0187146 32 j 02/21/19 CJ03B A0187157 ` t 11 02/21/19 A06 A0187147 33 02/21/19 CJ07B A0187158 \Vf 12 02/21/19 A06 A0187147 34 02/21/19 CJ07B A0187158 13 02/21/19 A07 A0187148 35 02/21/19 EJ03 A0187159 L 01 14 02/21/19 A07 A0187148 36 02/21/19 EJ03 A0187159 15 02/21/19 B01 A0187149 37 02/21/19 HJ01 A0187160 16 02/21/19 B01 A0187149 38 02/21/19 HJ01 A0187160 17 02/21/19 B01A A0187150 39 02/21/19 HJ02 A0187161 18 02/21/19 B01A A0187150 40 02/21/19 HJ02 A0187161 FEB 19 02/21/19 B03 A0187151 41 02/21/19 M01 A0187162 20 02/21/19 B03 A0187151 42 02/21/19 M01 A0187162 msCC s& Dahlke. P.E. 21 02/21/19 B04 A0187152 [•+ 0,N4'8+439 22 02/21/19 B04 A0187152 Y Truss Design Engineers Name: Bryan E. Dahlke, PE DA40 Monta Consulting & Design of WMR &Associates, LLC. Florida Certificate of Authorization No. 9177 i �Q' EN F•�'� 44P 1035 Greenwood Blvd., Suite 173 .814N Lake Mary, FL 32746 Phone: (407) 681-1917 r � My license renewal date for the state of Florida is February 28, 2021 STATE OF NOTE: The seal on these drawings indicate acceptance of ��T�ti.�<p N components shownip ��►`�� professional engineering responslbllty for the truss ��irs`S/ONAL� %`�� Page 1 of 1 Bryan E.Dahlke,PE r er Job russ russ ype y y Cayman Homes � A0187142 23814 ROOF SPECIAL 7 1 Job Reference(optional) Panel-Tek of North Florida,Inc.,St.Augustine,FL 8.210 s Apr 22 2018 MiTek Industries,Inc. Thu Feb 21 14:34:35 2019 Page 1 I D:xlRagKQ37q_JK4jXZA106NzjGuz-2YSu_20EEYtGn6-8aiBG6nQFUCekjGaRX70wPTziv_o 12-9-0 -1Fi-0 7-0-12 12-34 1 -7 1-0-0 7-0.12 5-2-8 3.00 12 1 Scale=1:38.5 10 3x4% v 3 d _ 2 6 4x6= it 2x4 11 3x4= 3x4= 1.50 12 0 Q 8 70 12 12-5-8 12 0$6 7-0-4 5-4-12 -0.3-8 Plate Offsets(X Y)- [2:0-3-8,0-1-11,[4:0-3-2 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.13 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.18 6-9 >861 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.78 Horz(CT) 0.03 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Weight:52 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 4-4-2 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-9-6 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=491/0-3-8 (min.0-1-8),5=798/0-3-8 (min.0-1-8) Max Horz2=186(LC 12) Max Uplift2=-313(LC 12),5=-460(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1426/879,4-5=-522/577 BOT CHORD 2-6=993/1365,5-6=-994/1365 WEBS 3-5=-1298/931 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph,TCDL=4.2psf,BCDL=3.Opsf;h=13ft;B=55ft;L=24ft;eave=8ft;Cat.II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-7 to 1-3-9,Interior(1)1-3-9 to 12-7-4 zone;C-C for members and forces &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Bearing atjoint(s)2,5 considers parallel to grain value using ANSI/TPI 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 313 Ib uplift at joint 2 and 460 Ib uplift at joint 5. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)400 Ib down and 409 Ib up at 12-7-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-7=-10 Concentrated Loads fill Vert:4=400(F) N�'`�� E. Qqy GE NSA. ' /��,•� * No.81439 dft STATE OF isS/ONAL0��``� ►111110 Job cuss fuss Type y y=Jb mes A0167143 23814 A02 ROOF SPECIAL 1 ence(optional) .r Panel-Tek of North Florida,Inc.,St.Augustine,FL 8.210 s Apr 22 2018 MiTek Industries,Inc. Thu Feb 21 14:34:36 2019 Page 1 ID:xlRag KQ37q_JK4jXZA1 O6NzjGuz-WIOGCNPs?s?7PGZK8QiVf?zQcc_?SITa1 nmTywziv_n 12-9-0 -1-G-0 7-0-12 12-34 12-5,-6 1 6 0 7-0-12 5-2-8 M212 0-3-�%ale=1:23.5 5x6 zz 4 3.00 12 10 N 3x4% W3 d 3 1 vQ W1 5 N_ 6 5x12= 2 2x4 11 3x4= 1.50 12 3x4= 0()8 7-0-12 125-8 12-9,0 0-0-9 7-04 5-4-12 3-8 Plate Offsets(X,Y)— [2:0-3-8,0-1-1] [4:0-0-3,0-3-14] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.13 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.17 6-9 >875 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.68 Horz(CT) 0.03 5 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-MS Weight:54 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 4-4-10 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-1 oc bracing. WEBS 2x4 SP No.3`Except' MiTek recommends that Stabilizers and required cross bracing be W3:2x8 SP No.2 installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=486/0-3-8 (min.0-1-8),5=793/0-3-8 (min.0-1-8) Max Horz2=184(LC 12) Max Uplift2=-310(LC 12),5=-456(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1388/855,4-5=-519/575 BOT CHORD 2-6=-968/1328.5-6=-968/1327 WEBS 3-5=-1253/898 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft,B=55ft;L=24ft;eave=6ft;Cat.II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extehor(2)-1-6-7 to 1-3-9,Interior(1)1-3-9 to 12-5-6 zone,C-C for members and forces &MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Bearing atjoint(s)2,5 considers parallel to grain value using ANSI/TPI 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 310 Ib uplift at joint 2 and 456 Ib uplift at joint 5. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)400 lb down and 409 Ib up at 12-5-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,5-7=-10 Concentrated Loads(lb) Vert:4=-400(F) �•�*`��Q��j�`y,�N E. 04,oy to \CENS^PN0.81439 ST/1TE OF : P ss`ONA` I `��`` 01»1111W l Job russ I russ Type Qty y Cayman Homes r 23814 A03 Half Hip Girder 1 1 _ Job Reference(optional) A01;7144 Panel-Tek of North Florida,Inc.,St.Augustine,FL 8.210 s Apr 22 2018 MiTek Industries,Inc. Thu Feb 21 14:34:37 2019 Page 1 ID:xl RagKQ37q_JK4jXZA1O6NzjGuz-_xafPjQUmA7_OQ B Wi7EkBC Ve80H5Blsk—RV1 UMziv_m -1-4-0 4-8-15 8-2-4 9 7 4 12-9-0 1-4 4-8-15 3-5-5 1-5-0 3-1-12 Scale:1/2"=1' 5x12= 2x4 LI 3x4 5 14 6 3.0i"998 Li W5 3x4= 2 10 5x6— 3x4= 3x4= d 2x4 11 1.50 12 3x4= 0 Q 8 4 8 15 8-2-4 9 7 4 12-9-0 4 8 7 3-55 1-5 0 3-1-12 Plate Offsets(X,Y)— [2:0-3-8,0-1-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.15 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.18 9-10 >824 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.29 Horz(CT) 0.05 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Weight:58 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 3-11-3 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-9 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 7=686/0-3-8 (min.0-1-8),2=553/0-3-8 (min.0-1-8) Max Horz2=146(LC 8) Max Uplift7=-409(LC 8),2=-353(LC 8) Max Grav7=750(LC 13),2=553(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2014/1103,3-4=-1657/902,4-5=1171/620 BOT CHORD 2-10=-1155/1942,9-10=-1159/1947,8-9=-890/1556,7-8=-639/1197 WEBS 3-9=415/235,4-9=-184/348,4-8=-608/374,5-8=-3641752,5-7=1292/687 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf,h=13ft;B=55ft;L=24ft;eave=4ft;Cat.ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 409 Ib uplift at joint 7 and 353 Ib uplift at joint 2. 8)Girder carries hip end with 0-0-0 right side setback,9-74 left side setback,and 4-1-10 end setback. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)399 Ib down and 168 Ib up at 9-74 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) ConcentratedlLoads(Ib)6=-79(F=25),9-11=-10,8-9=-10,7-8=-15(F=-5) �� P'NE. D,q,y� Vert:8=270(F) `` �rr- Ns%439 i �t s STATE OF Z Weft NA, JJob l truss ruse Type 7J,bmReference ayan Homes A0187145 23814 A04 0NNOPITCH 3 o tional Panel-Tek of North Florida,Inc.,St.Augustine,FL 8.210 s Apr22 2018 MiTek Industries,Inc. Thu Feb 21 14:34:39 2019 Page 1 ID:xlRagKQ37q_JK4p(ZAlO6NzjGuz-S771 c3R7XTFreZjGrizkQ2mFQgYwebtD5FaOnziv_I 1 6 0 6-11-6 124-0 1 6 0 6-11-6 54-10 Scale=1:22.7 2x4 11 4 3.00 V2 10 3x4= 3 W1 Simpson HTU26 into(1)2x_SP 6 with(20) 10dx1.5"faW&ils 2 2x4 II and(11)1Odx1.5'joist nails 3x4= 1,50 F,2 3x4= 6-11-6 124-0 0 0 8 6-10.14 5-4-10 Plate Offsets(X,Y)— [2:0-3-8,0-1-1],[5:0-3-1,0-2-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.11 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.16 6-9 >921 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.70 Horz(CT) 0.02 5 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-MS Weight:50 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 4-6-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-8 oc bracing. WEBS 2x4 SP N0.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=478/0-3-8 (min.0-1-8),5=385/Mechanical Max Horz2=159(LC 8) Max Uplift2=-260(LC 8),5=-189(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1362/856 BOT CHORD 2-6=968/1304,5-6=-973/1308 WEBS 3-5=-1291/959 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf,BCDL=3.Opsf;h=13ft,B=55ft;L=24ft;eave=13ft,Cat.11; Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-7 to 1-3-9,Interior(1)1-3-9 to 12-24 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 260 Ib uplift at joint 2 and 189 Ib uplift at joint 5. LOAD CASE(S)Standard ��►�tr,��iilrliii `��`♦0Q` ,>G E 1 9'NZ i'i * N0.81439 S * do _ STATE OF ` �r��II Job russ russ ype y y =ObRefeence(olbon.l) o A0187146 23814 A05 HALF HIP 1 1 Panel-Tek of North Florida,Inc.,St.Augustine,FL 8.210 s Apr 22 2018 MiTek Industries,Inc. Thu Feb 21 14:34:40 2019 Page 1 ID:xlRagKO37q_JK4jXZA106NzjGuz-OWFn 11SN25 WYttt5NGnRpr77NDN3OXxAgPkh5hzivJ -1-6-06-9-9 11-8-14 12-:!!:o 1-6 0 6-9-9 4-11-5 0-7-2 Scale=1:23.1 2x4 11 4 3.00 F12 10 3x4= W3 d 3 T1 W1 5 Simpson HTU26 into(1�A(_SP 6 with(20)10dx1.5"face nails S 2 2x4 II and(11)10dx1.5"joist nails 3x4- 1.50 12 3x4= 0 p 8 6-9-9 12-0-8 12410 6-9-1 5-2-15 3 Plate Offsets(X,Y)— [2:0-3-8,0-1-1) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.12 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.16 6-9 >921 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.71 Horz(CT) 0.02 5 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-MS Weight:51 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 4-6-3 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-12 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=478/0-3-8 (min.0-1-8),5=385/Mechanical Max Horz2=181(LC 12) Max Uplift2=-306(LC 12),5=-230(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1367/852 BOT CHORD 2-6=963/1309,5-6=-964/1309 WEBS 3-5=-1241/901 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf,BCDL=3.Opsf;h=13ft;B=55ft;L=24ft;eave=lift;Cat.11; Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-7 to 1-3-9,Interior(1)1-3-9 to 12-2-4 zone;C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 306 Ib uplift at joint 2 and 230 Ib uplift at joint 5. LOAD CASE(S)Standard 4 ♦�`�� N E• 0,4 ��''. CENs��4'�'��i * Na 81439 i STATE OFd: •....r S' ONA' E `��♦`,`� db Truss russ y-p y y Cayman Homes A0187147 23814 A06 HALF HIP 1 1 a Job Reference(optional) Panel.-Tek of North Florida,Inc.,St.Augustine,FL 8.210 s Apr 22 2018 MiTek Industries,Inc. Thu Feb 21 14:34:41 2019 Page 1 ID:xlRagKO37q—JK4p(ZA1O6NzjGuz-sip9F5T?pOePV 1 RlxzlgM2gl bdfG760Kv3TEd7ziv—i 1 0 7-" 9$14 124-0 1-6 0 7-0-0 2$14 2-7-2 Scale=1:23.0 5x12= 2x4 II 4 12 5 IZ 1771 3.0012 2x4- 3 11 W2 6 7 Simpsogx111I1126 into(1)2x__5W 2 with(20) 10dx1.5"face nails and(11)1 0dx1.5"joist nails 3x4= 1.50 12 3x4= 0 Q 8 9-8-14 12 -0 9$-8 2-7-2 Plate Offsets(X,Y)— [2:0-1-8,0-1-11,[6:0-3-1,0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.16 7-10 >922 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.27 7-10 >548 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(CT) 0.02 6 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Weight:50 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 4-6-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-1 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=478/0-3-8 (min.0-1-8),6=385/Mechanical Max Horz2=151(LC 12) Max Uplift2=-313(LC 12),6=-223(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-11=-1315/1149.3-11=-1267/1154,3-4=628/512 BOT CHORD 2-7=-1232/1270,6-7=-547/615 WEBS 3-7=661/707,4-7=159/343,4-6=667/587 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft,B=55ft;L=24ft;eave=9ft,Cat.11;Exp D;Encl.,GCpi=0.18,MWFRS(directional)and C-C Exterior(2)-1-6-7 to 1-3-9,Interior(1)1-3-9 to 9-8-14,Exterior(2)9-8-14 to 12-24 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 313 Ib uplift at joint 2 and 223 Ib uplift at joint 6. LOAD CASE(S)Standard EQq,y E Ns�•n`' N * N0.81439 dft STATE OF �: NAL��```� /Jllitttt oTruss I ruse Type y y Cayman Homes i 18 A07148 23814 A07 ROOF SPECIAL 1 1 Job Reference(optional) Panel-Tek of North Florida,Inc.,St.Augustine,FL 8.210 s Apr 22 2018 MiTek Industries,Inc. Thu Feb 21 14:34:42 2019 Page 1 I D:xlRagKQ37q_JK4jXZA106NzjGuz-LvNYSRUdai mG7BOUVgpvuGCQa 11 XsZTT8jDo9aziv—h 1 6 0 7-8-14 10-2-14 12-4-0 1 6 0 7-8-14 2 6 0 2-1-2 Scale=1:23.5 2x4 11 5x12= 5 4x6= 3 3.0012 6 L1 W1 12 7 a SimpsmHTU26 into(1)37x=SP o 2 2x4 11 with(20) 10dx1.5"face nails and(11)1 0dx1.5"joist nails 3x4= 1.50 12 3x4= 0 O 8 7-8-14 10-2-14 12-4-0 7-8-6 2 6 0 2-1-2 Plate Offsets(X Y)— [2:0-3-8,0-1-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.14 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.18 8-11 >807 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(CT) 0.02 6 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-MS Weight:49 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 4-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-4 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be OTHERS 2x4 SP No.3 installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=478/0-3-8 (min.0-1-8),6=385/Mechanical Max Horz2=150(LC 12) Max Uplift2=-313(LC 12),6=-223(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-12=1210/1008,3-12=-1169/1017,3-4=751/654 BOT CHORD 2-8=-1095/1150,7-8=-1091/1154,6-7=-680/738 WEBS 3-7=-424/417,4-6=-721/663 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf,BCDL=3.Opsf;h=13ft;B=55ft;L=24ft;eave=7ft;Cat.II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-7 to 1-3-9,Interior(1)1-3-9 to 7-8-14,Exterior(2)7-8-14 to 10-2-14 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 313 Ib uplift at joint 2 and 223 Ib uplift at joint 6. LOAD CASE(S)Standard 1111'f 1** E ♦♦♦��-tPN •..w��,�. ♦� �Q` ��G E Ns��'� I * No.81439 00 0. /ST/iTE OF : p. 0 i� .t� %%4 O R 10.•' •lam ♦`� p cuss Truss ype Qfy yCayman Homes f A0187149 23814 801 MONOPITCH 5 t Job Reference(optional) Panel-Tek of North Florida,Inc.,St.Augustine,FL 8.210 s Apr 22 2018 MiTek Industries,Inc. Thu Feb 21 14:34:43 2019 Page 1 I D:xl RagKQ37q_JK4jXZA106NzjGuz-p5xwgnUFLOu7kLbg2OK8RTIZhRNkb3ocMNyLhOziv_g 8 6-4-0 _ 9-10-0 0 8 6_3-8 3-6-0 Scale=1:18.4 2x4 I I 3 3.00 12 8 W1 N T1 2 B1 1 3x4—_ Simpson HTU26 into(1)2x_SP with(20)10dxl.5"face nails 4 and(11)10dxl.S'joist nails d 2x4 i 9-10-0 6-5-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.26 4-7 >436 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.33 4-7 >349 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.07 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP Weight:35 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=313/0-3-8 (min.0-1-8),4=31O/Mechanical Max Horz 1=119(LC 12) Max Upliftl=-1 50(LC 12),4=-181(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=250/297 NOTES- 1)Wind:ASCE 7-10,Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf,BCDL=3.Opsf,h=13ft;B=55ft;L=24ft;eave=8ft,Cat.U.Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-4-15,Interior(1)3-4-15 to 9-8-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Bearing atjoint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 150 Ib uplift at joint 1 and 181 Ib uplift at joint 4. LOAD CASE(S)Standard 1111111 ��♦�� E. Dq =♦ �� ,GEN '� * No.81439 do s STATE OF I 4 hN IisS�ONAI-� `�♦♦♦ n1110% O rus5 Truss Type y y Cayman Homes A0187150 23814 BOtA MONOPITCH 3 1 Job Reference o tional � Panel-Tek of North Florida,Inc.,St.Augustine,FL 8.210 s Apr 22 2018 MiTek Industries,Inc. Thu Feb 21 14:34:44 2019 Page 1 ID:xlRagKO37q_JK4jXZA106NzjGuz-HHVR7Vu6J0_MUAtc5sN hlkMoyKW2mbIiuESziv_t u-u-8 9-9-8 Scale=1:18.4 2x4 11 3 3.00 12 W1 c? N T1 2 131 1 3x4= Simpson HTU26 into(1)2x_SP 4 0 with(20)1 Odx1.5'face nails d and(11)10dx1.5'joist nails 2x4 II 9-10-0 6-51 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.25 4-7 >462 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.33 4-7 >346 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.07 4 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MP Weight:35 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=311/Mechanical,1=314/0-3-0 (min.0-1-8) Max Horz1=104(LC 8) Max Uplift4=-149(LC 8),1=-122(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-250/297 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=55ft;L=24ft,eave=16ft;Cat.11; Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extenor(2)0-1-8 to 3-4-15,Interior(1)3-4-15 to 9-8-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 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)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 149 Ib uplift at joint 4 and 122 Ib uplift at joint 1. LOAD CASE(S)Standard %1%1111111111,f/ %��` E. Dq ��i,� -1 .� * No.81439 STATE OF s'S+�ONAL��``� /!111111 Job I russ tossType y =Reference 80187151 23814 B03 HALF HIP 1 nal) Panel-Tek of North Florida,Inc.,SL Augustine,FL 8.210 s Apr 22 2018 MiTek Industries,Inc. Thu Feb 21 14:3445 2019 Page 1 ID:xlRagKQ37q_JK4jXZA106NzjGuz-IU 3g4S W WtdBr_e13ApNcWugyDEz93tUvghRSmuziv_e 0- B 3-" 51-12 7-0-0 9-10-0 0- 8 3-3-8 1-9-12 1-10-4 2-10-0 Scale=1:1 8.7 5x12= 2x4 II 3.00 12 1 Wl 2 W1 10 T1 131 Li 1 3x6= 6 Simpson HTU26 into(1)2x_SF 2xp4h(20)10dx1.5"face nails and(11)1 0dx1.5"joist nails d 4x6 11 34-0 740-0 9-10-0 34-0 3-M 2-10-0 Plate Offsets(X,Y)— [2:0-2-3,Edge] LOADING(psf) SPACING- 2-6-0 CSI. DEFL. in (loc) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.30 9 >376 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.26 7-9 >432 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.44 Horz(CT) -0.09 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MP Weight 37 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP M 26-Except` TOP CHORD 2-0-0 oc purlins(6-0-0 max.), except end verticals T2:2x4 SP No.2 (Switched from sheeted:Spacing>2-0-0). BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=525/0-3-8 (min.0-1-8),5=535/Mechanical Max Horz 1=112(LC 12) Max Upliftl=-268(LC 12),5=299(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-11=-1114/1302,3-11=1025/1209 BOT CHORD 2-6=-1335/1086,5-6=-1353/1108 WEBS 3-5=-1197/1462 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10,Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=55ft;L=24ft;eave=5ft;Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-4-0,Interior(1)3-4-0 to 7-0-0,Exterior(2)7-0-0 to 9-8-4 zone,C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 268 Ib uplift at joint 1 and 299 Ib uplift at joint 5. 9)Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)280 Ib down and 360 Ib up at 5-1-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) �� '` E. D,4 Vert:1-8=-80,3-8=-68,3-4=-68,5-7=-13 �, Concentrated Loads(lb) Vert:11=-280(F) `�� 0� \CENsiNti% * No.81439 i STATE OF Job russ cuss ype :::::�y y �Cayman�emnj,,�Wn,13 I Job Bru ROOF SPECIAL A0187152 y Panel-Tek ofNorth Florida,Inc.,St.Augustine,FL 8.210 s Apr 22 2018 MiTek Industries,Inc. Thu Feb 21 14:34:46 2019 Page 1 ID:xlRagKQ37q_JK4jXZA106NzjGuz-Dgc2loX8exGiboKFkWur36N9xeKwoPC33L8?ILzi.—d -8 2-0.6 5-1.12 832 103-0 1 1-11-14 3-1� 3-1-6 1-11-14 0 Scale=1:16.9 4x6 I I 3.00 V2 4 T1 T1 1 B1 5 r 4 d I 3x6= 6 3x6= � 2x4 I I a _ 5-2-6 2-0-6 1412 0.110 3-0-12 -0.G 0-0-10 Plate Offsets(X,Y)—[4:0.0-0,0-0-01 LOADING(psf) SPACING- 2-8-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.14 6 >873 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.18 6 >664 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.09 Horz(CT) 0.08 5 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-MP Weight:35 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP M 26 TOP CHORD 2-0-0 oc purlins(6-0-0 max.) BOT CHORD 2x4 SP No.2 (Switched from sheeted:Spacing>2-0-0). WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-0-0 oc bracing. REACTIONS. (Ib/size) 1=607/0-3-8 (min.0-1-8),5=599/0-3-8 (min.0-1-8) Max Horz1=24(LC 7) Max Upliftl=-322(LC 8),5=-327(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2268/1234,34=-2269/1233 BOT CHORD 2-6=1157/2240,4-6=-11157/2240 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf,BCDL=3.Opsf,h=13ft,B=55ft;L=24ft;eave=lft;Cat.II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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)Bearing at joint(s)1,5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 322 Ib uplift at joint 1 and 327 Ib uplift at joint 5. 7)Girder carries hip end with 5-1-2 right side setback,5-1-2 left side setback,and 2-0-0 end setback. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)280 Ib down and 155 Ib up at 5-1-12 on top chord,and 80 Ib down and 33 Ib up at 5-2-6 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(plf) Vert:1-8=-86,3-8=-72,34=-72,4-5=-86,7-10=-13 Concentrated Verttl3= (-280(6))6=-54(F) `%♦ `\ E, pq **i,e 4;4- * No.81439 do STATE OF i T�b'..c4 � .OA10P oI fuss Ti-rucsls� Type y Cayman Homes A0167153 23814 CJ01 PEN 11 Job Reference(optional) Panel-Tek of North Florida,Inc.,St.Augustine,FL P g 6.210 s Apr 22 2018 MiTek Industries,Inc. Thu Feb 21 14:34:47 2019 Pae 1 ID:xlRagKQ37q_JK4jXZA1O6NzjGuz-hsARVBY mPEOZDyvRHEP4bJwGM2rdXtnCH?wZgnziv_c -1-6-0 1-1-3 1 6 0 1-1-3 Scale=1:9.1 3 6.00 12 3x6 II 2 4 o_ T1 4 d d B1 Ia 3.00 12 5 I Plate Offsets(X,Y)—[2:0-3-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 5.0 Code FBC2017lTP12014 Matrix-MR Weight:7 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP N0.2 TOP CHORD Sheathed or 1-1-3 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=-36/Mechanical,4=-18/Mechanical,5=207/0-3-8 (min.0-1-8) Max Horz5=110(LC 12) Max Uplift3=-36(LC 1),4=48(LC 1),5=-206(LC 12) Max Grav3=46(LC 12),4=13(LC 8),5=207(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-179/572 NOTES- 1)Wind:ASCE 7-10,Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft,B=55ft,L=24ft;eave=2ft;Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone,end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 Ib uplift at joint 3,18 Ib uplift at joint 4 and 206 Ib uplift at joint 5. LOAD CASE(S)Standard ````�tt11111111111/1'' ♦♦♦♦¢yPN E. Dgy� ZIP * �t liop N0.81439 dft STATE OF �i 51n1%-*4 O R IOP �► ��• ••«so sNA�-E�,�?��♦♦ nlillit Job cussfuss ype y Cayman HJomes , A0187154 23814 CJ01A JACK-OPEN 2 1 Job Reference(optional) y Panel-Tek of North Florida,Inc.,St.Augustine,FL 8210s Apr 22 2018 MiTek Industries,Inc. Thu Feb 21 14:34:48 2019 Page 1 IDxIRagKQ37q_JK4jXZA1O6NzjGuz-92kpjUYOAYWQr6UerxwJ8XSUOSBmGK1 LWfg6NDziv_b -143-0 1-5-11 14S-0 1-5-11 Scale=1:6.4 3 3.00 F12 2 ` N CS T1 N 1 B1 d 4 3x4= 1-5-11 1-5-3 Plate Offsets(X,Y)—[2:0-1-1,0-0-9) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-MP Weight 7 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 1-5-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=9/Mechanical,2=173/0-3-8 (min.0-1-8),4=-5/Mechanical Max Horz2=47(LC 12) Max Uplift3=-6(LC 9),2=183(LC 12),4=5(LC 1) Max Grav3=1 O(LC 17),2=173(LC 1),4=22(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=55ft;L=24ft;eave=lft;Cat.II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 6!b uplift at joint 3,183 Ib uplift at joint 2 and 5 !b uplift at joint 4. LOAD CASE(S)Standard * No.81439 * S STATE OFA. /11111111110% Job , Truss cuss ype y 7Y , Cayman Homes A0187155 23814 CJ02 JACK-0PEN 1 Job Reference o tional Panel-Tek of North Florida,Inc.,SL Augustine,FL 8.210 s Apr 22 2018 MiTek Industries,Inc. Thu Feb 21 14:34:49 2019 Page 1 I D:xl RagKO37q_JK4jXZA1O6NzjGuz-dFIBwgZOxseHTG3gPfRYhkWCsYH?nHMJPfvgziv_a -1-6-0 2-1-3 1 6 0 2-1-3 Scale=1:11.5 3 I 6 la 6.Do F12 2 T1 4 1 B1 d 1 3.00 12 5 3x6 11 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MR Weight: 10 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 2-1-3 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=195/0-3-8 (min.0-1-8),3=21/Mechanical,4=-2/Mechanical Max Horz5=134(LC 12) Max Uplift5=-170(LC 12),3=-28(LC 9),4=-2(LC 1) Max Grav5=195(LC 1),3=31(LC 17),4=23(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-174/301 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=55ft;L=24ft;eave=4ft;Cat.II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-13 to 1-5-3,Interior(1)1-5-3 to 2-0-7 zone;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 170 Ib uplift at joint 5,28 Ib uplift at joint 3 and 2 Ib uplift at joint 4. LOAD CASE(S)Standard 0 orc E N,94XI�s'i * No.81439 idW 05 V STATE OF A4 0 R IDZ s NAI- 0 unill1 Job fuss I russ Type y y Cayman Homes , A0187156 23814 CJ03 JACK-OPEN 1 1 Job Reference(optional) � Panel-Tek of North Florida,Inc.,St Augustine,FL 8.210 s Apr 22 2018 MiTek Industries,Inc. Thu Feb 21 14:34:50 2019 Page 1 IDxIRagKQ37q_JK4jXZA106NzjGuz-6RsZ8Aaei9m84PdOzMznDyYgAFrLkEXezz9DR6ziv_Z -14-0 3-1-3 1-6-0 3-1-3 Scale=1:14.0 3 6.00 12 7 Co 1 2 1 6 -1 i 3.00 12 5 3x6 11 I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.01 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB O.OD Horz(CT) -0.01 3 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MR Weight: 13 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 3-1-3 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=212/0-3-8 (min.0-1-8),3=55/Mechanical,4=10/Mechanical Max Horz5=159(LC 12) Max Uplift5=-166(LC 12),3=56(LC 12) Max Grav5=212(LC 1),3=68(LC 17),4=38(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=193/310 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf,h=13ft;B=55ft;L=24ft;eave=6ft;Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-13 to 1-5-3,Interior(1)1-5-3 to 3-0-7 zone;end vertical left exposed,C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 166 Ib uplift at joint 5 and 56 Ib uplift at joint 3. LOAD CASE(S)Standard `��♦�Q C E NSF ' * No.81439 '* dw STATE OF .e 0 /O A`VP`�♦♦ 111►I1t� A p rUSS NSS Type y Cayman Homes A0167157 23814 CJ03B JACK-OPEN 1 1 Job Reference(optional) Panel-Tek of North Florida,Inc,,St Augustine,FL 8.210 s Apr 22 2018 MiTek Industries,Inc. Thu Feb 21 14:34:51 2019 Page 1 ID:xlRagKQ37q_JK4jXZA I06NzjGuz-adQ xL W bHTTu?iZC D W 3 U 0 m 94?FfDwThmoCd u m_Yziv—Y -1-6-0 1-11-10 34-7 1-6-0 1-11-10 1-4-13 Scale=1:9.6 3 3.00 FUT 2 T1 d B2 B1 Id 3x6_ 4 3x4= 1.50 F,2 0 $ 1-11-10 , 3-47 1-11-2 1.4-13 Plate Offsets(X Y)— [2:0-3-4,0-1-1) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.02 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.02 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MP Weight 13 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 3-4-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=80/Mechanical,4=7/Mechanical,2=208/0-3-8 (min.0-1-8) Max Horz2=70(LC 12) Max Uplift3=-45(LC 12),2=-180(LC 12) Max Grav3=80(LC 1),4=20(LC 3),2=208(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf,h=13ft;B=55ft;L=24ft;eave=lft;Call.II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-6-7 to 1-3-9,Exterior(2)1-3-9 to 3-3-11 zone;C-C for members and forces &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 45 Ib uplift at joint 3 and 180 Ib uplift at joint 2. LOAD CASE(S)Standard A * �t No.81439 S STATE OF lei X� al, 4OR1 a*a Job Truss russ ypeCa(2ty Plyyman Homes A0187158 23814 CJ017B JACK-OPEN 1 1 Job Reference o tional � Panel-Tek of North Florida,Inc.,SL Augustine,FL 8.210 s Apr 22 2018 MiTek Industries,Inc. Thu Feb 21 14:34:52 2019 Page 1 ID:xlRagKQ37q_JK4jXZA106NzjGuz-2q_KYsbvEnOsKjnP4n?FINd4G3QBC8LxRHeKW ziv—X -1-6-0 5-11-1074-7 1 6 0 5-11-10 1 -13 Scale=1:17.0 4 2x4 11 3 3.00 FUT W1 1 82 2 1 6 5x6 5 1 3x6= 1.50 12 0 Q 8 5-11-10 I 7-4-7 5-11-2 1 -13 Plate Offsets(X,Y)— [2:0-3-8,0-1-1) LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.26 6-9 >339 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.24 6-9 >369 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) -0.03 5 n/a n/a BCDL 5.0 Code FBC2017rrP12014 Matrix-MP Weight:26 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed 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.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=218/Mechanical,5=7/Mechanical,2=325/0-3-8 (min.0-1-8) Max Horz2=120(LC 12) Max Uplift4=-135(LC 12),2=232(LC 12) Max Grav4=218(LC 1),5=20(LC 3),2=325(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vutt=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf,h=13ft,B=55ft;L=24ft;eave=3ft;Cat.11,Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)-1-6-7 to 1-3-9,Exterior(2)1-3-9 to 7-3-11 zone;C-C for members and forces &MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 135 Ib uplift at joint 4 and 232 Ib uplift at joint 2. LOAD CASE(S)Standard ,,toll{Ilft��l E• DA ��'z, `�•� Qj� `.�C E NSF ' * No.81439 *. _ STATE OF sS,ONAi-��``�� rlal I Itt �ob Iss UtyyJCayman Homes A0187t59 23814 EJ03 JACK-OPEN 2 1 Job Reference(optional) Panel-Tek of North Florida,Inc.,St.Augustine,FL 8.210 s Apr 22 2018 MiTek Industries,Inc. Thu Feb 21 14 3453 2019 Page 1 ID:xl RagKQ 37q_JK4jXZA106NzjGuz-WOYi mBcX-48ixtM beU WUraAJiTruxbG5gxNt2Rziv—W -1-6-0 4-1-10 1-6-0 4-1-10 Scale=1:16.5 3 6.00 12 d 6 1 N 2 r d 1 3.00[_1_2 5 3x6 11 I Plate Offsets()(,Y)— [2:0-0-14,0-1-12],[5:0-1-5,0-0-8),[5:0-0-7,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 3 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MR Weight:16 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 4-1-10 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=238/0-3-8 (min.0-1-8),3=85/Mechanical,4=20/Mechanical Max Horz5=163(LC 12) Max Uplift5=-171(LC 12),3=-85(LC 12) Max Grav5=238(LC 1),3=100(LC 17),4=54(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-219/326 NOTES- 1)Wind:ASCE 7-10,Vult=140mph(3-second gust)Vasd=108mph,TCDL=4.2psf;BCDL=3.Opsf;h=13ft,B=55ft;L=24ft;eave=8ft;Cat.Il;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-13 to 1-5-3,Interior(1)1-5-3 to 4-0-14 zone,C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load non concun ent 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)Bearing at joint(s)5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 171 Ib uplift at joint 5 and 85 Ib uplift at joint 3. LOAD CASE(S)Standard `��►tl��l�1111'f1 rN E. DA,y�Ns��y '439 STATE OF �tlitll� Job russ russ Type y y Cayman Homes A0187160 23814 HJ01 DIAGONAL HIP GIRDER 1 1 Job Reference(option 1 � Panel-Tek of North Florida,Inc.,St.Augustine,FL 8.210 s Apr 22 2018 MiTek Industries,Inc. Thu Feb 21 14:34:54 2019 Page 1 ID:xlRagKQ37q_JK4jXZA106NzjGuz--C54zXd91OGZZ t xoCC 1jNoiYvsBsg07Eua7Qatziv_V -3-1-12 4-10-0 9-2-15 3-1-12 4-10-0 4-4-15 Scale=1:23.0 4 2.68 12 3x4- 3 3x8 II T5 1 W1 2 8 3x4 1 7 d d 2x4 11 3x8 II 1.34 V2 3x6 11 0-Q-9 4-10-0 9-2-15 0-0-9 4-9-7 4-4-15 Plate Offsets(X Y)—[2:0-2-9,0-5-8],[2:0-6-6,Edge] [2:0-5-2,1-11-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.02 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.04 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.15 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Weight:55 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Sheathed 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.3 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 4=173/Mechanical,5=120/Mechanical,2=383/0-6-5 (min.0-1-8) Max Horz 2=141(LC 8) Max Uplift4=-137(LC 8),5=-18(LC 8),2=-337(LC 8) Max Grav4=173(LC 1),5=146(LC 3),2=383(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-435/76 BOT CHORD 2-7=131/405,6-7=-137/408 WEBS 3-6=-406/134 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=55ft;L=24ft;eave=Oft;Cat.II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);end vertical left 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 3-0-0 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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 137 Ib uplift at joint 4,18 Ib uplift at joint 5 and 337 Ib uplift at joint 2. 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:1-2=-54 Trapezoidal Loads(plf) Vert:2=0(F=27,B=27)-to4=-92(F=-19,B=-19),8=0(F=5,B=5)-to-5=-17(F=-4,B=-4) ``�♦ E. DwAI !!!' =%b �Q` ��CENsF�1% ', * No.81 S 1� lop STATE OF fd l'F*#/SS,0NA`� `�♦♦ r �ob Iruss I russ I ype aty ply Cayman Homes • A0167161 23814 HJ02 ROOF SPECIAL GIRDER 1 i Job Reference(optional) • Panel-Tek of North Florida,Inc.,St.Augustine,FL 8.210 s Apr 22 2018 MiTek Industries,Inc. Thu Feb 21 14:34:55 2019 Page 1 ID:xlRagKO37q_JK4jXZA1O6NzjGuz-SPfSBtenWhPOBBW IvYyw?FjwGaEPVmN7Es_7Jziv_U -2-0.10 3-10-10 210 3-10-10 —' Scale=1:11.1 2x4 11 3 2.12 12 2 T1 1 01 LJ 3.4= 4 2x4 11 310-4 3-1Q 10 39-8 6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP Weight:16 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 3-10-10 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=46/0-3-8 (min.0-1-8),2=182/0-4-15 (min.0-1-8) Max Horz2=44(LC 4) Max Uplift4=-14(LC 7),2=201(LC 4) Max Grav4=58(LC 3),2=182(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf,BCDL=3.Opsf,h=13ft,B=55ft;L=24ft;eave=Oft;Cat.ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 14 Ib uplift at joint 4 and 201 Ib uplift at joint 2. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54 Trapezoidal Loads(plf) Vert:2=0(F=27,B=27)-to-3=-52(F=1,B=1),5=0(F=5,B=5)-to-4=10(F=O,B=0) ♦♦♦♦•�,{Q►c1 E D,% �IGENs�� zoo * N0.81439dOP -O STATE OF 70 �N �``♦ 1111 1111 Job Truss toss ype y y Cayman Homes , A0187162 23814 Mol MONOPITCH 3 1 Job Reference(optional) PanO-Tek of North Florida,Inc.,SL Augustine,FL 8.210 s Apr 22 2018 MiTek Industries,Inc. Thu Feb 21 14:34:56 2019 Page 1 ID:xlRagKQ 37q_JK4jXZA106NzjGuz-wbDgODfPH?X HoK5AJd3BTDos?gvP8yOXMucXfmziv_T 1(r0 2-9-8 1�r0 2-9-8 2x4 11 Scale=1:8.1 3 3.00 F12 9 2 8 T1 FI 1 B1 Ll 4 3x4= 2x4 11 2-9-8 2-9-0 Plate Offsets(X,Y)—[2:0-0-9,0-0-13] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 5.0 Code FBC2017/fP12014 Matrix-MP Weight:12 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 2-9-8 oc purlins, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4=61/0-3-0 (min.0-1-8),2=192/0-3-8 (min.0-1-8) Max Horz2=62(LC 12) Max Uplift4=-21(LC 12),2=-177(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuR=140mph(3-second gust)Vasd=108mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=55ft;L=24ft;eave=3ft;Cat.II;Exp D'Encl.,GCpi=O.;81 MWFRS(directional)and C-C Corner(3)-1-6-7 to 1-5-9,Exterior(2)1-5-9 to 2-7-12 zone,C-C for members and forces & WFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 21 Ib uplift at joint 4 and 177 Ib uplift at joint 2. LOAD CASE(S)Standard ON -tPN E. h'yZ No.81439 7• ST/►TE OF : �r[III« w r AUGUST 1, 2016 LATERAL TOE-NAIL DETAIL MII-TOENAIL_SP NOTES: MiTek USA,Inc. Page 1 of 1 ti \u/ lyullur 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER a oo AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND 0 0o EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES MiTek USA,Inc. FOR MEMBERS OF DIFFERENT SPECIES. EN�GMEERED B� THIS DETAIL APPLICABLE TO THE A�� THREE END DETAILS SHOWN BELOW OE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (Ib/nail) DIAM. SP DF HF SPF SPF-S VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY �ry .131 88.0 80.6 69.9 68.4 59.7 0 .135 93.5 85.6 74.2 72.6 63.4 J 6 .162 108.8 99.6 86.4 84.5 73.8 SIDE VIEW ri (2x3) 2 NAILS z Z .128 74.2 67.9 58.9 57.6 50.3 0 ,131 75.9 69.5 60.3 59.0 51.1 NEAR SIDE N .148 81.4 74.5 64.6 63.2 52.5 NEAR SIDE ri VALUES SHOWN ARE CAPACITY PER TOE-NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: SIDE VIEW SIDE VIEW (2x4) (2x6) (3)-16d(0.162"X 3.5')NAILS WITH SPF SPECIES BOTTOM CHORD 3 NAILS 4 NAILS For load duration increase of 1.15: NEAR SIDE NEAR SIDE 3(nails)X 84.5(Ib/nail)X 1.15(DOL)=291.5 Ib Maximum Capacity NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY ANGLE MAY VARY FROM ANGLE MAY VARY FROM 30°TO 60° VARY FROM 30°TO 60' 301 TO 60' 45.00° 45.000 45.00° 11 11 E. DA/too * N0.81439op ,* = STATE OF `� %4ORI2P �ilf 1111 CLB WEB BRACE SUBSTITUTION T—BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR T-BRACE IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB L—BRACING: OR BRACING METHOD IS DESIRED. L-BRACE APPLY TO EITHER SIDE OF WEB NARROW FACE. ATTACH WITH 10d BOX OR GUN (0.128'z 3.',MIN) NAILS. NOTES: AT 6' O.C. BRACE IS A THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPEC71ED MINIMUM 80% OF WEB CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB MEMBER LZNGTH BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MD(IRJM ALTERNATIVE BRACING, RE-RUN DESIGN WITH APPROPRIATE BRACING. T-BRACE L-BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SCAB BRACING: SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 I ROW 2X4 I-2X4 APPLY SCAB(S) TO WIDE FACE OF WEB. 2X3 OR ZX4 2 ROWS 2X8 2-2X4 NO MORE THAN (1) SCAB PER FACE. ZEB 1 ROW 2X4 I-2X8 ATTACH WITH IOd BOX OR GUN .) (0.128': VAN) NAILS. 2X8 2 ROWS 2X8 2-2X4( AT 6' O.C. 2XB I ROW 2X8 1-21B BRACE IS A MINIMUM 238 2 ROWS 2X6 2-2X8(.) 80% OF WEB MEMBER LENGTH SCAB BRACE T-BRACE, L-BRACE AND SCAB BRACE TO BE SAVE SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (.) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. 1 � F 0 s rd.b— ft rwra b-m bsr�y.r�b .ft r r.rs rr r r rr. TC LL PSF DL = /ILII n/�'�/�] `` �•+�r rr. d ��+mow.`r+.� TC PSF DATE 1/1/09 r rr_v.n. r.ur a•.`rr+r..v.r r...rr.rr HC DL _ PSF DR11 BRCI.BSUBO 9 �+ BC LL 'Q PSF aw 4 ....... .err ..M TATE OF e.,w�,y covaww cmc n�. W.rr.r�.�r.ti r.. ..rr a�.r.A—r�.+VrM.rr.na• ♦ r� v.as.er M+r r•r.�M4uw P.V4D..a.r.r.n TOT. ID ♦ WNW DUR. FAC.I Q R t�� E.nn aY.wa 5 SPACING I WW00*age w i ANCHORAGE AND RESTRAINT OF LATERAL BRACING THIS IS A DANGEROUS CONDITION THE DRAWING BMW (FIG. 3B) SHOTS Row TO RESTRAIN THE CONTINUOUS LATERAL BRACING (CLB -{M). WHEN ANCHORAGE SHEATHING FIG. 1 IS NOT AVAILABLE AS SHOWN IN FIG. 2 THE DIAGONAL CoMINRESSION WEBS.-TO PREVENT TRIS BRACE THE ENRESTRATHICH AREA ADER CHED) MEMBERS h�BO1T011 \ 1 BEF013 AND AFTER FAILURE, ANDHQ$ \ 1 BUCKLING. OR RESTRAIN TFIE CHORDS. THE DIAGONAL BRACE MAY BE ATTACHED DIRECTLY TO 11 1 THE CLB OR TO THE WEB OPPOSITE THE CNB. USE Tat SAYE NAIIlNG SHOWN IN FIG. 3A. I 1 1 CONTINUOUS LATERAL RRACflIC �NETHOD SHOWN IN I I I (CIS)MAINTAINS SPA@iG,BUT/ I I PERMITS IITERLL BUCKLING NIC. 2. 3A A 3B. OR OF All WEB MEMIBEe$AT ANOT®2 STRUCTURALLY THE SAME TIME. SOUND METHOD SPECIFED BY PRO�IONAL FIG. 3B HEARING TOR TRUSSES ENGINEER OR ARCHITECT. FIG. 2 FIG. 3A EXAMPLE TRUSSES ANCHORAGE BY B IUnDN• DESIGNER D A NAT. BRACE RESTRAINT (DMR) (OTHER ANCHORAGE PROVISIONS 1•TTfDTI THE UNIT (SA A SBI FOR OTHER TYPES OF ANALIS). SHEATHING SHEATHING 9 .. COMPRESSION WKII, ANCHORAGE(BY BUILDING SLOPING OR VERTICAL DESIGNER)INTO SOLID ENDOR WU NEEDING TAU-RESTRAINS LITERAL�� BRAC NO. BRACING.THXRKRY PINVEHTING WEB RucIaJNG. as aB COMPRESSION WEB 2X4/S OR STUD GRAVE ORR NAND cFDING TO OPPOSITE SIDE OF WEB AND 111 i J J/J',/ REPEATED AT APPROXIMATELY 20 FOOT �` ///. GEHIIIIG INTERVALS TO RESET LATERAL MOVEMENT. E. Qq`,� . DER MAY TRAVERSE MORE THIN TWO ATTACH TO TEES WRR r y 7 TRUSSES.DEPENDING ON TRUSS HKIGHT. (2)led COMMON(0.162.1 3.5-WNAILS. G E NS�� I wNNr•Nr NNNY r)WON Av. N+.bd & NNNNCI '�..w•��.r r+ra Nr r.ati rrr r r Nrw � � �r.r� 1111TO w . . . .� Iw !DATE 1/1/09 w r. rrwr r..rr r'S�rum.L:a a.I r..w.�.s.u.rr = rrs N. rw.e r Mir Nr.r n.rrr r wA.rr r..r.ra rr.I.4 Fw Z N� err.n•n. r rN.Mr•.f.r w NM.r...rr.rr � • DR11 HRCLHANCO 9 s •..aNe..N- Nw�N.vn v mspte®mt m�nuAans�ra��.cNa ss ewiaH9 Co.mmwis�V K STATE OF -W Y�r�.lM m.a.�.r..I..r�Vef.r N.rrr tZZ:. rr.IrN�� I r{� r N� mrz�r<Nrw r.r W WN44A R.iWD.Nn.es o.r n/.O� I Jfi I-.i��r'a..y Q...r rw. r r•Nr�+.�..y n+raq r► I ♦ "...Aw-ftmf..v i11�1�%%` Y VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2N, SPF #1/y2, DF-L /2 OR BETTER. UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"-BRACE, 80% BOT CHORD 2X4 SP #2N OR SPF /1//2 OR BETTER. LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WEBS 2X4 SP $2N, SPF #1/#2, DF-L #2 OR BETTER. WITH Od BOX (0.113' X 2.5') NAILS AT 6" O.C., OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'-9". " ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH: FOR VERTICALS OVER 10'-0" TALI., APPLY (2) 1x4 "T' BRACE, TO (2) 16d BOX (0.135" X 3.5") NAILS TOE-NAILED FOR NARROW i NRNAI S 96*SAME O C., STAGGEARED. B MEMBER, ATTACH WITH Bd OR 0.128'z3' SBC 110 MPH, ASCE 7-93 110 MPH OR ASCE 7-98, TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: ASCE 7-02 OR ASCE 7-05 130 MPH. 30' MEAN PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS HEIGHT, ENCLOSED BUILDING, EXP. C, RESIDENTIAL, WIND TC DL=5 PSF, Kzt = 1.00 INSTALLATION OR PURLINS AT 24" O.C. OR AS OTHERWISE SPECIFIED ON ENGINEER'S SEALED DESIGN OR BY VALLEY TRUSSES USED IN LIEU OF PURLIN SPACING AS SPECIFIED ON CUT FROM 2X8 OR O ENGINEER'S SEALED DESIGN. LARGER AS REQ'D 1 •.. NOTE THAT THE PURLIN SPACING FOR BRACING THE TOP CHORD OF THE TRUSS 44-0-0-0 1 BENEATH THE VALLEY IS MEASURED ALONG THE SLOPE OF THE TOP CHORD. 12 MAX.12 ++ LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES W2X4 W2X4 NOT EXCEED 14'-0'. W2X4 BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. 8-0-0 W2X4 W4X4 12 VALLEY 12 M,X_� 4X I SPACING W1X3 6-0-0 W1X3 PITCHED CUT SQUARE CUT STUBBED VALLEY OPTIONAL HIP WiX3 W1X3 MAX SPACING W2X4 BOTTOM CHORD BOTTOM CHORD END DETAIL JOINT DETAIL OE-NAI.ED /VALLEY 18-0-0 W1X3 .• 0 0 _ S E 12 T 2 12 MAX. 4X4 WIX3 W1X3 6-0-0 QG�• WIX3 W5X4/SPL (MAX SPACING) WIX3 W2X4 �t, COMMON USSES Pr � �`� 10 20-0-0 (++) AT 2f O.C. `C 01 0 SUPPORTING TRUSSES AT 24' O.C. MAXIMUM SPACING. `� r n .aim�O1 w rr�Yrr•', �+�y.�wry r rw•. rr b r rr. TC LL ZO 30 PSF D a��o�w e•.wa N a1 r nW Y.�Y4 wrr..r Y r.rW 1111TY - w.r•a. r.�« Y..Y� so9. ��..Y�a+..Y..Yr+.� TC DL0 7 PSF DATE 1/1/09 raw..r.we.i w�.`a..u.�j:a r.o r...r..r.o r..aw mss+•••r�s��w w.a..n.r r wr rr r..Y.m�rw.or� a :: .wr o•n. a..wY m'.na.+w o Y ...YJvsr a BC DL s 0 10 0 PSF DRW VAL1300109 s wn v m miwnv camp BC LL + 0 PSF TATE OF m bn Pte).eu r Y. Y. •..wr e�ue. g--Gwp I,., Y!dY Y. Y- DIY A s YwYry. rVM�YY.YYY/t TOT. I.D.',�0 SF a u.w xr r�r ur��E Y.q Yr�Y•Y tY DURFAC.1. 1 L a R 10s. •L4,�wr W �P��10i !a l E—City,Mo SPACING �sN 11'� UNAI- w S SCAB 2X4 OVERHANG DETAIL MINIMUM 2X4 SCAB, SAME GRADE AND SPECIES AS TOP CHORD DESIGNATED ON ENGINEER'S SEALED DESIGN AND THREE TIMES THE OVERHANG LENGTH. ATTACH OVERHANG SCAB TO ONE FACE OF TOP CHORD WITH MINIMUM 0.126" DIA. x 3.0" LENGTH NAILS (I.E. 10d (0.148"x3") OR 16d COMMON (0.162"x3.5"), SINKER (0.148"x3.25*), GUN (0.162"), OR 16d BOX (0.135"x3.5") NAILS) AT 8" O.C. PLUS CLUSTERS OF FOUR NAILS WHERE SHOWN IN FIGURE AT RIGHT.(*) 120 mph wind, 30.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT H, EXP C, wind TC DL--4.2 psf, wind BC DL=6.0 psf, Kzt = 1.00 (creates 210# uplift (max.)) NOTE: Check uplift differentials NOTE: #2 is the minimum lumber grade allowed for all species. 12 2 TO 12 3L ( Cl `>>t11ii11/l1/�� ,Z.-*" DMALMvM `�. P�1 E. Dqy� ENg€�' i r TOTAL 'i� 0 CAB H. i IAAD N� DATE 1/1/09 + 1111TY W.Y"a.Ir rMJ�ri�.w1Y r.W{ ll�. W�rM elr.lw 17 i�� ar r.. rrn.�•..rw r��w..1:a r.e r...►n�v rrr.a EXCEED 0 r (DEAD P3US ) DRW OHSCB2X40 9 �n� �®osr s ®m�.u.e�.��r�..na .► ,.r! T +wry.rr.w I v 1 ATE E DUR. FAC I 4 Q R%V P Yr W Y f�lYsq t b rY aT�Yr.y��b�Y W E„m cxy.MO sw+s ~`t/c�.ar�..'�r n''...sr�...r iPiaNG M�� '`/V/11111 l l 1111 0% OCTOBER 28, 2016 STANDARD REPAIR FOR ADDING MII-REP10 A FALSE BOTTOM CHORD MTek USA,Inc. Page 1 of 1 a oo MAIN TRUSS MANUFACTURED WITHOUT FALSE BOTTOM CHORD. MiTek USA,Inc. MAIN TRUSS(SPACING=24"O.C.) (�ENGINEE� aeo sr O REFER TO THE BOTTOM CHORD BRACING SECTION OF THE INDIVIDUAL TRUSS DESIGN FOR MAXIMUM SPACING A MlT�ek Affiliate OF CONTINUOUS LATERAL BRACING WHENEVER RIGID CEILING MATERIAL IS NOT DIRECTLY ATTACHED TO THE VERTICAL STUDS @ 48"O.C.. ATTACHED BOTTOM CHORD. WITH(3)-10d(0.131"X 3")NAILS AT EACH END OF VERTICAL(TYP.). VERTICAL STUDS TO BE 2 x 4 STUD GRADE (OR BETTER)SPF, HF, DF OR SP. (BOARD SIZE SPECIFIED IS MINIMUM, LARGER SIZE MAY BE USED) 2 x 4 NO.2(OR BETTER)SPF,HF, DF OR SP FALSE BOTTOM CHORD (BOARD SIZE SPECIFIED IS MINIMUM, LARGER SIZE MAY BE USED) FALSE BOTTOM TRUSS SPAN NOTES: 1. LOADING: TOP CHORD: (REFER TO THE MAIN TRUSS DESIGN FOR TOP CHORD LOADING). BOTTOM CHORD: LL=0 PSF,DL=10 PSF. 2. REFER TO THE MAIN TRUSS DESIGN FOR LUMBER AND PLATING REQUIREMENTS. 3. MAXIMUM BOTTOM CHORD PITCH=6/12. 4. THE END DISTANCE, EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID SPLITTING OF THE WOOD. 5. FALSE BOTTOM CHORD ONLY DESIGNED TO CARRY VERTICAL LOAD. NO LATERAL(SHEAR)LOAD ALLOWED. 6. FILLER MAY EXTEND FOR FULL LENGTH OF TRUSS. E. ��GENSF�'� -ft * No.81439 00 r � i STATE OF fid: •� T�%4 0 R IP A. (ON AUGUST 1, 2016 REPAIR TO RIP INTERIOR VERTICAL MEMBER Mll-REP21 MiTek USA,Inc. Page 1 of 1 �J L_JI_I 1.THIS IS A SPECIFIC REPAIR DETAIL TO BE USED ONLY FOR ITS ORIGINAL 0 0o INTENTION.THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION 0 0o OF THE TRUSS IS UNDAMAGED.THE ENTIRE TRUSS SHALL BE INSPECTED TO n VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED.WHEN THE REQUIRED u REPAIRS ARE PROPERLY APPLIED,THE TRUSS WILL BE CAPABLE OF SUPPORTING MiTek USA,Inc. THE LOADS INDICATED. 5Ko e O2.ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE A A/T.k AMillate SUCH AS TO AVOID SPLITTING OF THE WOOD. 4.LUMBER MUST BE CUT CLEANLY AND ACCURATELY AND THE REMAINING WOOD MUST BE UNDAMAGED. 5.THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X ORIENTATION ONLY. 6.CONNECTOR PLATES MUST BE FULLY IMBEDDED AND UNDISTURBED. IF WIDTH OF MODIFIED VERTICAL IS LESS THAN 2",REMOVE VERTICAL AS SHOWN. IF THE WIDTH OF MODIFIED VERTICAL IS GREATER THAN OR EQUAL TO 2", EXISTING VERTICAL MAY BE RIPPED CLEANLY AND ACCURATELY INSTEAD. N_ O BOTTOM CHORD MEMBER MAY VARY IN E PITCH FROM 8/12 TO(-8/12) CONNECTOR PLATE AND WEB MUST NOT BE DISTURBED!! ATTACH 2X4 SPF NO.2 TO ONE FACE OF TRUSS WITH CONSTRUCTION QUALITY ADHESIVE AND CLUSTER OF (3)10d(0.131"X 3")NAILS IN EACH MEMBER. SCAB MUST BE ATTACHED TO A MINIMUM THREE TRUSS MEMBERS. ONE ROW OF NAILS ON RIPPED VERTICAL SPACED 4"O.C. [-NO BEARING MAY BE PRESENT AT THIS JOINT !! TRUSS CRITERIA LOADING:40-10-0-10(MAX) DURATION FACTOR:1.15 TRUSS SPACING:24"MAXIMUM CHORD SIZE:2X 4 OR LARGER(NO 2 MIN GRADE) TOP CHORD PITCH:3/12-12/12 BOTTOM CHORD PITCH:1.5/12-8/12 ``,lllllllllll��'' REFER TO INDIVIDUAL TRUSS DESIGN E• Dit�/(� FOR PLATE SIZES AND LUMBER GRADES �� "�i M• �z" * No.81439 s �eST/1TE OF�. i /Iil l WOO JANUARY 17, 2017 MISSING PLATE REPAIR DETAIL MII WEB PLATE • MiTek USA, Inc. Page 1 Of 1 1.ALL MATERIAL IS 2x4 2.THIS DETAIL IS APPLICABLE FOR DESIGNS WITH DOLS.OF 1.15 OR 1.25 0 0o AND LUMBER SPECIES SP,DF,HF,OR SPF. 0 00 3.DETAIL SHALL BE USED FOR CONDITIONS OF A MISSING OR LOOSE CONNECTOR PLATE ONLY. 4.CHORD MATERIAL IS CONTINUOUS THROUGH JOINT,THERE IS NO MAXIMUM CHORD FORCE AND NO SPLICE PERMITTED. MiTek USA,Inc. 5.REFER TO MITEK DESIGN DRAWING FOR WEB FORCES. A YTMc AffllWe + + + ATTACH 1/2"PLYWOOD OR OSB GUSSET(15/32"RATED SHEATHING 32/16 EXP 1) + + + TO EACH FACE OF TRUSS WITH(0.131"X MIN 2.5")NAILS IN 3 ROWS SPACED @ 4"O.C. + + + NAILS TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING FROM FRONT TO BACK + + + FACE FOR A NET 2"O.C.SPACING IN THE TRUSS.USE 2"MEMBER END DISTANCE. EDGE OF WEB NOT TO EXTEND BEYOND CORNER OF GUSSET WEB MEMBER WEB MEMBER MAX.FORCE MAX.FORCE 1200 LBS 800 LBS EDGE OF WEB NOT TO EXTEND BEYOND CORNER OF GUSSET o + + + + �i + EDGE OF WEB NOT + + + TO EXTEND BEYOND +++ + CORNER OF GUSSET + + + + + + t + + + + + + + + o 1-0-0 + + + + i CHORD �? �( + + + + + ro + + + WEB MEMBER ?i + + + + + + MAX.FORCE 1200 LBS EDGE OF WEB NOT TO EXTEND BEYOND 2-0-0 CHORD CORNER OF GUSSET EDGE OF WEB NOT TO EXTEND BEYOND ORNER OF GUSSET + + + + + + +- + + + + + + + + + + + + + J o + + + �, b + + t t N + + + t -+ t + t t t t t + + + + + t 2.8-0 CHORD rrE �MEASUREMENT TAKEN AT POINTS WHERE WEB ACHIEVES FULL MEMBER DEPTH (AS MEASURED PERPENDICULAR TO WEB'S SAW-MILLED EDGE) �• 4M • ST 10 /►TE OF 4iSS+10NA1� �`� - -- - AUGUST 1, 2016 STANDARD REPAIR DETAIL FOR BROKEN CHORDS,WEBS MII-REP01 Al AND DAMAGED OR MISSING CHORD SPLICE PLATES MiTek USA,Inc. Page 1 of 1 TOTAL NUMBER 017 MAXIMUM FORCE(Ibs)15%LOAD DURATION NAILS EACH SIDE OF BREAK` X SP DF SPF HF INCHES 00 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 MiTek USA,Inc. 20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028 ENGINEERED BY �O 26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608 A WTek M ilift 32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48" 3657 5485 3346 5019 2829 4243 2898 4347 `DIVIDE EQUALLY FRONT AND BACK ATTACH 2x SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS(CENTER ON BREAK OR SPLICE)WITH 10d(0.131"X 3")NAILS (TWO ROWS FOR 2x4,THREE ROWS FOR 2x6)SPACED 4"O.C.AS SHOWN. STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 0-2-0 O.C. SPACING IN THE MAIN MEMBER. USE A MIN.0-3-0 MEMBER END DISTANCE. THE LENGTH OF THE BREAK(C)SHALL NOT EXCEED 12".(C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED(L)IS CALCULATED AS FOLLOWS: L=(2)X+C MSN X G BREAK l�ypl 10d NAILS NEAR SIDE +10d NAILS FAR SIDE 49! TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY X"MIN 6"MIN THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6"FROM ANY INTERIOR JOINT(SEE SKETCH ABOVE) DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN.THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED.THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED.WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED,THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE,EDGE DISTANCE AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4 WHEN NAILING THE SCABS,THE USE OF A LOOSENING OF THE CONNECTOR PLATES AT THEBACKUJOINTS MENDED TO AVOID OIN S O SPL CWEIGHT IS OS `` C 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2x_ORIENTATION ONLY. G 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. �� `� M• ��' // G ElYs**-%to% * 140.81439 STATE OFop / ***goo a CRACKED OR BROKEN CHORD REPAIR DETAIL THIS DRAWING SPECIFIES REPAIRS FOR A TRUSS WITH BROKEN CHORD LOAD DURATION = OR OR WEB ER. MEMBER FORCES MAY BE INCREASED FOR DURATION OF LOAD THIS DESIGN IS VALID ONLY FOR SINGLE PLY TRUSSES WITH 2X4 OR 2X6 BROKEN MrWRERS. NO MORE THAN ONE BREAK PER CHORD PANEL MAXIMUM MEMBER AXIAL FORCE AND NO MORE THAN TWO BREAKS PER TRUSS ARE ALLOWED. CHORD CONTACT THE TRUSS MANUFACTURER FOR ANY REPAIRS THAT DO NOT MEMBER L SPF-C HF DF-L SYP COMPLY WITH THIS DETAIL (B) = DAMAGED AREA. 12"MAY LENGTH OF DAMAGED SECTION 2x4 1595# 1629/ 1872/ 2043# (L) = MINIMUM NAILING DISTANCE ON EACH SIDE OF DAMAGED AREA (B) 2x8 24" 2392 2444 2808 3084 (S) - TWO 2X4 OR TWO 2X6 SIDE MEMBE RS, SAME SIZE, GRADE„ AND # # # SPECIES AS DAMAGED MEMBER. MINIMUM SIDE MEMBER LENGTH(S) (2)(L) + (B) 2x4 2126# 2172# 2498/ 2724# 30" GLUE AND NAIL A 2X SIDE 1[El®ER, SAME SIZE, GRADE AND SPECIES AS 2x8 3190# 3258# 3744# 4086# DAMAGED MEMBER, TO EACH FACE, POSITIONED WITH THE MINIMUM NAILING DISTANCE l." ON EACH SIDE OF DAMAGED AREA, GLUE USING 4 2658 AN AFG-01 ELASI'OMERIC ADHESIVE. PREPARE SURFACES PER ADHESIVE 2x38" # 2715# 3120# 3405# MANUFACTURER'S SPEC'S AND GLUE FULL WIDTH. THIS REPAIR DETAIL MAY BE USED FOR BROKEN CONNECTOR PLATE AT 2x8 1 3987# 4072# 4680# 5108# MID-PANEL SPLICES. 2x4 3190# 3258# 37440 4086# NAUSING 10d BOY OR GUN NABS (0.128'x37 INTO EACH SIDE MEM®ER. 2x6 42" I. 4784# 4887# 5616# 6129# NAI.INTO 2x4 IINYBERS USING TWO (2) ROWS AT 4"O.C., ROWS STAGGERED 2x4 3721 3801 4388 4787 NAIL INTO 2x6 MEMBERS USING THREE (3) ROWS AT 4" O.C., ROWS STAGGERED. # # # # 48" THIS REPAIR DETAIL MAY NOT BE USED FOR DAMAGED CHORD OR WEB 2x6 5582# 5702# 8552# 7150# SECTIONS OCCURRING WITHIN THE CONNECTOR PLATE AREA. cutnLa � a - �s L L c L 4" OC TYPICAL~ L \ + O + 0 + 0 + O L=mr s� /�■ 0 + O + O + O + /l 2" itlillif/! AGG6 + = BACK FACE 10d COMMON (0.148" x 3) NAILS: = FRONT FACE 2x4 MEMBER-DOUBLE ROW STAGGERED 2x6 MEMBER-TRIPLE ROTI STAGGERED I�L I L `G OF,� NAIL SPACING DETAIL % i •saaL••ar La raw ua Lom a a.L� ��L Lar r..r sruy,rLLa 1rr�r rrti rLr Y r/�� r • RE r� I/ a P.LrL o+.r r.rra b v.r nW r IIID n/�/'7 Ir r.u.. rr•+ .Ler r.+. ss � ww w�i..�i..y+�.+ DATE 1/1/09 rrr�•n. r u�.M'•�+rs rY r...rrrua r DR W REPCHI2D01 ` •-lwgmm • F a can a s Lm m viuwm r .O Bu g u p Nc Z=r `w r.. 1 V.L r r 1. rw.u—ees ua.b� rr r6LZL�o. ... .L.nti_ww. -A,**V .r.�rr.r.L. TATE OF r LL/ty1LW f►1/VU ua Ls o•+n/Wa S j r.a .ab w.r...►sa.r tr�r.+n.+.rr�r...r a+rr n.t.o. �r_fir`w_ rr� wL■r..v.r..w..r.•-rrL+b-w �i T N 104 O R 1 v vP d d•r��r Lire� nr rrn4 r�r YY A.r!�,4 anM Y I!. r W D•r�r�r Lli� t L•a L SPACING J WW MN**go Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION _ 3/4' Center plate on joint unless x,y Failure to Follow Could Cause Proper offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury �► Dimensions are in ft-in-sixteenths. (Drawings not to scale)Apply plates to both sides of truss I. Additional stability bracing for truss system,e.g. ',and fully embed teeth. diagonal or x-bracing,is always required. See BCSI. O_1/1 Q, 2. Truss bracing must be designed by an engineer.For 1 2 3 wide truss spacing,individual lateral braces themselves TOP CHORDS may require bracing,or altemative T,I,or Eliminator bracing should be considered. C 1-2 C2-3 3. Never exceed the design loading shown and never WEBS Cao 4 stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate b = designer,erection supervisor,property owner and plates 0-'/1d'from outside d �' u U all other interested parties. edge of truss. CL g ~ C7-8 C6-7 C5-6 O 5. Cut members to bear tightly against each other. r BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the8 7 6 5 joint and embed fully.Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. `Plate location details available In MITek 20/20 software or upon request. 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. The first dimension is thelate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 4 x 4 width measured perpendicular 10.Camber is a non-structural consideration and is the responsibility of truss fabricator.General practice is to to slots.Second dimension is camber for dead load deflection. the length parallel to slots. 11.Plate type,sae,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and sae,and ICC-ES Reports: P in all respects,equal to or better than that Indicated by symbol shown and/or ESR-1311,ESR-1352,ER-5243,9604B, specified. by text in the bracing section of the 95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design. if indicated. 95110,8432,96-67,ER-3907,9432A 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or after truss member or plate without prior (supports) Occur. Icons vary but ©2006 MTekO All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. �� 17.Install and load vertically unless indicated otherwise. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with 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, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORM." ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet:Mll-7473 rev. 10-'08 t � �