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1711 BEACH AVE NEW RES PERM ei RESIDENTIAL PERMIT PERMIT NUMBER RES18-0416 CITY OF ATLANTIC BEACH ISSUED: 3/1/2019 800 SEMINOLE ROAD ATLANTIC BEACH. FL 32233 EXPIRES: 8/28/2019 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. 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 CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 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: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 1711 BEACH AVE RESIDENTIAL NEW SINGLE NEW SINGLE FAMILY $714670.10 FAMILY RESIDENCE TYPE OF • • GROUP: 1696610000 NORTH ATLANTIC BCH UNIT 1 COMPANY: ADDRESS: Grider Construction 2057 VELA NORTE CIR Atlantic Beach FL 32233 • ADDRESS: CITY: STATE: ZIP: PECORARO RUSSELL 1211 SALT MARSH LN FLEMING ISLAND FL 32003 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. LIST OF • i Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS DRIVEWAY APRON INFORMATIONAL Notes: All concrete driveway aprons must be 5 inches thick,4000 psi,with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. (Commercial driveways 6 inches thick). Issued Date: 3/1/2019 1 of 3 rt�L'i RESIDENTIAL PERMIT PERMIT NUMBER RES18-0416 CITY OF ATLANTIC BEACH ISSUED: 3/1/2019 800 SEMINOLE ROAD ATLANTIC BEACH. FL 32233 EXPIRES: 8/28/2019 2 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. 3 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 4 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL Notes: If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 5 T 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). Container cannot be placed on City right-of-way. 6 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 7 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 8 PUBLIC WORKS MAXIMUM DRIVEWAY INFORMATIONAL Notes: Maximum driveway width within the City right-of-way is 20 feet. 9 PUBLIC WORKS TOPO SURVEY INFORMATIONAL Notes: Must provide a topographic(TOPO)survey with water retention for final C.O. Inspection. 10 PUBLIC WORKS PERVIOUS PAVERS INFORMATIONAL Notes: Pervious pavers must be used to receive 50%credit. 11 PUBLIC UTILITIES UNDERGROUND WATER SEWER UTILITIES INFORMATIONAL Notes: Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed,call 247-5878. 12 PUBLIC UTILITIES METER BOX SEWER CLEAN OUT INFORMATIONAL Notes: Ensure all meter boxes,sewer cleanouts and valve covers are set to grade and visible. Issued Date: 3/1/2019 2 of 3 RESIDENTIAL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RES18-0416 s� ISSUED: 3/1/2019 800 SEMINOLE ROAD ATLANTIC BEACH. FL 32233 EXPIRES: 8/28/2019 13 PUBLIC UTILITIES RTl SEWER CLEANOUT INFORMATIONAL Notes: A sewer cleanout must be installed at the property line. Cleanout must be covered with an RTI concrete box with metal lid. Cleanout to be set to grade and visible. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 45S-0000-322-1000 0 $2110.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $1055.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 BUILDING PLAN REVIEW RESUBMITTAL THIRD 455-0000-322-1006 0 $75.00 CROSS CONNECTION 400-0000-343-3701 0.75 $50.00 PU REVIEW RESIDENTIAL BLDG 001-0000-329-1007 0 $50.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $49.35 STATE DCA SURCHARGE 455-0000-208-0600 0 $32.90 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00 TOTAL:$3,647.25 Issued Date:3/1/2019 3 of 3 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) r I 800 Seminole Road Atlantic Beach, Florida 32233-5445 1 Phone(904)247-5826 • Fax(904)247-5845 � ;>r E-mail: building-dept@coab.usDate routed: z City web-site: http://vmw.coab.us 'L__ _ APPLICATION REVIEW AND TRACKING FORM Property Address: E �'F_ Dgpartaient review required Yes No Buildin Applicant: �r�2 11� �� ©i�`C annin &Zoning Tree Administrator Project: NZ) LC PLA"1( Lt` Publ s ublic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ?Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: / BUILDING ,ff PLANNING &ZONING Reviewed by: ,i�J�— Date: y- 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 Sr�ljJ� City of Atlantic Beach APPLICATION NUMBER �� Building Department (To be assigned by the Building Department.) 800 Seminole Road �l 04 ' (^ Atlantic Beach, Florida 32233-5445 1� Phone(904)247-5826 • Fax(904)247-5845 /S - E-mail: building-dept@coab.us Date routed: z City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: l 11 F - \)C De ent review required Yes No Buildin Applicant: ( 11��(Z O��C 7 annin &Zoning Tree Administrator Project: ��,�� ( ( �E PQM t ��/ Publ Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: �Z' 3� TREE ADMIN. Second Review: ❑Approved as revised. L,4lDenied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: Z' l Z_<Gf FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 BUILDING PERMIT APPLICATION OFFICE COPY CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach, FL 32233 Office (904)247-5826 Fax (904) 247-5845 Job Address: 17H b e* A Aw,, Permit Number:Rev Legal Description /to / MWk U U'a' 1-A-6-.8'5 Parcel# I(;;?q 6o iia Q. 0 oor Area o q. t. q. Valuation of Work$ Proposed Work heated/coole non-heated/cooled L Cfl 34- Class of Work(circle one): Ne Addition Alteration Repair Move Demolition pool/spa windo Use of existing/proposed structure(s)(circle one): Commercial Residential 1 (.O 0 0 If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No �_ Florida Product Approval# For multiple products use product approval orm Describe in detail the type of work to be performed: COMLAW� Act) 5Fa Property Owner Information: / �•• Name: A01C i R�asa1l 'PCCWMM Address: �� h `o& City StatelG/Zip 3�3 Phone E-Mail or Fax#TOptional) Contractor Information: Company Name: XkG Quali ing Agent 15OWUlarli4ey Address: 4 A 9 v 1 City State Zip Office Phone 3 JobSite/Contact Number Fax# State Certification/Registration#G GM.TX411f Architect Name&Phone# rd= 7 Z Engineer's Name&Phone# G Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void f work rs not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six 6)months at any time after work is commenced. /understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools, furnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that 1 have read and examined thisplication and know the same to be true and correct. All provisions of laws and ordinances governing this type o1 work will be complied with whether specified herein or not. The granting of a permit does not presume to give authori to violate or cancel the provisions of arty other federal,st e, or local law regulating construction or the performance of construction. Signature of O er Signature of Contracto Print Name _ _ .V_ .SM.......V....................... Print Name Sworn,to and subscribed beforg me Sworn ttpp�and subscribed before me this Day of , 20 1 this I WkDay of V&VV4j W_ ,20 (g N631@y Public A CHERYL JEAN BARBER Notary Public C ERYL JEAN BARBER �b Notary Public-State of Fkxidr :? Y�a ltlotar�Public-State of Florida •: Commission Y GG 128619 .; Conxtl�9�'IS &@*.26. 0 My Comm.Expires Jul 26,2011 ,� rs My Colum.Expires Jul 26,202 ,,,, Nm W through Natimal Noley Mvi. ;r,„ &m&d through Naliorull Notary Am. - CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 / (904) 247-5800 BUILDING REVIEW COMMENTS Date: 2/12/2019 Permit#: RES18-0416 Site Address: 1711 BEACH AVE _Review Status: denied REM 169661 0000 _Applicant: Grider Construction Property Owner: PECORARO RUSSELL Email: GRIDERCONSTRUCTIONINC@YAHOO.COM Email: Phone: 9044634606 Phone: 8596845211 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. Correction Comments: 1 . Request#3 from the first review has not been met. You will have better luck by entering the FL# of the metal roof system into the DBPR product approval website and down loading their information on the metal roof. With this roof you should also down load the evaluation report as well. 2 copies of everything. 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 EMO,� Je&l 2n rC Plli�� CV✓�^ vv� .p,il- �` 2 ' 2'! �1 ✓N� 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 OFFICE COPY Revision Request/Correction to Comments "ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 &S(E5— 01q Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ❑ Revision to Issued Permit OR X Corrections to Comments Date: ' Project Address: 17 11 43+?pta me. Contractor/Contact Name: (� t'�,(JAE�t Contact Phone:7y •�� KX?ZAC Email: Q'�r,PerliV� ��'�" Description of Proposed Revision/Corrections: 11'rrLy� ar.I G ever mor• r s wel�- G4.1 Apo Ir 1/ 4,5 �il,/fib"¢''rVx ws 16 444 ' 01r affirm the revision/correction to comments is inclusive of the proposed changes. (p (nted name) • Will proposed revision/corrections add additional square footage to original submittal? XNo ❑ Yes (additional s.f.to be added: ) •_Will proposed revision/corrections add additional increase in building value to original submittal? o []*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 —7/" 3 hU: /-Fie T De enZ�)t Review Required: Buildin Fining&Zoning 41 Reviewed By Tree Administrator Public Works Public Utilities 2— 12 19 Public Safety Date Fire Services Updated 10/17/18 �0-0 .", OFFICE COPY sit CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 1/15/2019 Permit#: RES18-0416 Site Address: 1711 BEACH AVE Review Status: denied REM 169661 0000 Applicant: Grider Construction Property Owner: PECORARO RUSSELL Email: GRIDERCONSTRUCTIONINC@YAHOO.COM Email: Phone: 9044634606 Phone: 8596845211 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. Correction Comments: l.r-Engin- �Reer-eor nd-se-al-2-sets-0f the-engineer�d-truss-plans. • =E�aTuatio`n Repart forthespray-#-eam-insulation product-tobe_u��l. 3. Submit 2 copies of the manufacturer's installation instructions and the engineering for the metal roof to be installed. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5 844 Email:mjones@coab.us 0 VY, 4, 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 Revision Request/Correction to Comments "ALL INFORMATION HIGHLIGHTED IN AM City of Atlantic Beach Building Department GRAY IS REQUIRED. 1W800 Seminole Rd, Atlantic Beach, FL 32233 ---> Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: Revision to Issued Permit OR Corrections to Comments Date:,� •/3 • /7 Project Address: 1711 Beach Ave Contractor/Contact Name: Gary Grider Contact Phone: G �. Email:_or_r_j pt��1�'37fY Cif d ,l40. 111111,16 Description of Proposed Revision/Corrections: - ar)r GFider affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) II proposed revision/corrections add additional square footage to original submittal? o Q Yes(additional s.f.to be added: ) • ill proposed revision/corrections add additional increase in building value to original submittal? No MI *Yes(additional increase in building valu $ )(Contractor must sign if increase in valuation) *Signature of Contractor/Agent: �,/ (Office Use Only) ?SJ Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due 5--Oo Revision/Plan Review Comments Department Review Required: uiIding Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities 2 f 2/ / Public Safety Date Fire Services Updated 10/17/18 rSy''�'r�� City of Atlantic Beach :ECIE1 1V APPLICATION NUMBER Building Department o be assigned by the Building Department.) 1 i 800 Seminole Road DEC 3 1 2018 �F Sl04 ,� �r Atlantic Beach, Florida 32233-5445 1 Phone(904)247-5826 • Fax(904)247-584 st E-mail: building-dept@coab.us Date routed: z City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: l_') F J� f �F- De ent review required Yes No Buildin Applicant: �� 1� e� i�`C l annin &Zoning Tree Administrator Project: ��,�> , !�( LF pty�t ��/ Publi s ublic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. [Denied. ❑Not applicable (Circle one.) Comments: (� I BUILDING 1 lar1S -ho PLANNING & ZONING Reviewed by- Date: TREE ADMIN. Second Review: A roved as revised. Denied. pp ❑ ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES it r PUBLIC SAFETY Reviewed b Date' FIRE SERVICES Third Review: ❑Approved as revised. [—]Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ri�lr� Revision Request/Correction to Comments **HIGHLIGTEDININFORMATION r,t HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 _ Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 1-�LSt8D- �� ❑ Revision to Issued Permit OR Un Corrections to Comments Date: 24 Project Address: (� �) Aut Contractor/Contact Name: Qll er 454&4 f' CZ&P�i ✓✓� � Contact Phone: M 44 4& Email: Description of Proposed Revision/Corrections: — &VOCAVe— -6A&MOkA ekk hw—r-,cAe*-A I6,aY4 64, affirm the revision/correction to comments is inclusive of the proposed changes. rinted name) • Will proposed revision/corrections add additional square footage to original submittal? �*o ❑ Yes (additional s.f. to be added: ) •Mill� proposed revision/corrections add additional increase in building value to original submittal? V o ❑*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: Building nFA �'r Planning&Zoning OVIE Reviewed By Tree Administrator Public Work JAN 24 2019 Public Utilities ____ Public Safety ---�____ D to Fire Services Updated 10/17/18 REVOCABLE ENCROACHMENT AGREEMENT City of Atlantic Beach "ALL INFORMATION HIGHLIGHTED IN GRAY 800 Seminole Road,Atlantic Beach, FL 32233 IS REQUIRED. REVOCABLE ENCROACHMENT AGREEMENT by the City of Atlantic Beach, Florida, a municipal corporation organized and existing un er the laws of the St of Florida, hereinafter referred to as"CITY" and � I -)S C C`L L-- _C) of Atlantic Beach, Florida, hereinafter referred to as "USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property for the purpose as describedin the City of Atlantic Beach. This work is generally described as L`` &L,y (__�0�Y1 Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty(30)days' notice by CITY to USER,said notice to USER shall be given by certified mail, return receipt requested, to the following address tl 19 Q,44A Ay NNtLM1Z go , 3 2oio,3 171, ( • In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above described easement or property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. • The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other land use and code requirements of the CITY, including City Code Section 19-7(h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." • The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach Public Works Department, for said change within 30 days after the day of completion. • This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. • USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of easements, public right-of-ways and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are here y assumed by the USER. J .� Date I LL L� _ erty Owner/A nt(signed in presence of Notary Public) STATE OF FLORIDA, COUNTY OF DUVAL The foregoing instrument was acknowledged this // day of .- -V 20_1 by who personally appeared before me and (printed name of Signer) acknowledged that he/she signed the instrument voluntarily for the purpose expressed in it. ERIC JKING Department Approval: �- NotaryPublic-state of Florida Signature of tary Public, State of Florida Commission aGG140553 - IS�Personall Known J, c:` My Comm.Expiressep4,2C2t y BcrdedthrcughNaticralMtaryAssr. [ ] Produced Identification (Type) Scott Williams, Public ors irector H:\Applications&Forms\Word Documents\20180831 Revocable Encroachment Agreement.docx Revision Date:8/31/18 CITY OF ATLANTIC BEACH Department of Public Works J r 1200 Sandpiper Lane Atlantic Beach, FL 32233 A� J;il>' (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 1/2/19 Applicant: Grider Construction Permit#: RES18-0416 Email: griderconstructioninc@vahoo.com Review Status: DENIED Property Owner: Connie & Russell Pecuraro Site Address: 1711 Beach Avenue Email: Not Provided THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBL FORKSCORRECTION ITEMS: Provide drainage plans showing site topography (flow arrows, etc.). V• Provide impervious surface calculations for entire lot (existing and post construction). • Section 24-66(b) of the Land Development Regulations requires on-site storage for increased run-off if adding 400 SF or more impervious surface. Provide Delta volume calculations and /�A n-site retention required per Section 24-66(b). Revocable Encroachment Agreement must be submitted. PP Provide manufacturer cut sheets for 50% credit on pervious pavers. A tl Provide paver installation method (must meet I.C.P.I.). —• Maximum driveway width within the City right-of-way is 20'. ! �� • Provide a detailed plan of water retention area and how water runoff gets to water retenti n areas and then to street. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. • Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (247-5814) to request an Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go the retention area and retention overflow must run to street. • 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). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. Page 1 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0416(Grider Construction).docx •T ' • All runoff must remain on-site. Cannot raise elevation. • Maximum driveway width within the City right-of-way is 20'. • Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. • Pervious pavers must be used to receive 50% credit. Scott Williams, Public Works Director swilliams@coab.us/904-247-5834 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. Page 2 of 2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0416(Grider Construction).doa �� Comp. By: S/W Date. 1/7/2019 Public Works Department City of Atlantic Beach Permit No: RES 18-0416 Address: 1711 Beach Avenue Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 9,550 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) ..C" Wtd "C" Impervious 3,704 9,550 1.00 0.39 Pervious 5,846 9,550 0.20 0.12 Runoff Coefficient(C)= 0.51 Runoff Volume V= 0.51 x 9,550 x 9.3 / 12 V= 3,777 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 9,550 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" Wtd"C" Impervious 4,769 9,550 1.00 0.50 %ISA = 49.9% Pervious 4,781 9,550 0.20 0.10 Runoff Coefficient(C)= 0.60 Runoff Volume V= 0.60 x 9,550 x 9.3 I 12 V= 4,437 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 4,437 - 3,777 DV= 660 ft3 Retention MASTER WATER RETENTION 1/7/2019 Comp. By: S/W Date: 1/7/2019 fit t Public Works Department City of Atlantic Beach Permit No: RES 18-0416 Address: 1711 Beach Avenue Provided Storage: Elevation Area Storage (ft) (ft') (ft') 19.5 88 0 BOTTOM size 11 X 8 20.0 130 55 TOB size 13X 10 Elevation Area Storage (ft) (ft) (ft) 0.0 0 0 BOTTOM 0.0 0 0 TOB Elevation Area Storage (ft) (ft) (ft) 0.0 0 0 BOTTOM 0.0 0 0 TOB Inground storage=A'd'pf A=Area= 130.0 d=depth to ESHWT= 16.5 pf=pore factor= 0.3 Inground Storage= 643.5 ft3 Required Treatment Volume= 660 ft3 Supplied Treatment Volume= 698 ft3 Retention MASTER WATER RETENTION 1/7/2019 S'Vi, � City of Atlantic Beachp APPLICATION NUMBER Building Department �it (To be assigned by the Building Department.) 8 Seminole Road 17�Si I �r Atlala ntic Beach, Florida 32233-5445 n�''' r,�•; t� 1 Phone(904)247-5826 • Fax(904)247-5845 •'"'' E-mail: building-dept@coab.us v Date routed: Z City web-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ( , l� E _E �F- D9partrrll@nt review required Yes No Buildin Applicant: C ©f' C T annin &Zoning Tree Administrator Project: MeLL ` 1 K)G �F �f�/�,< <�/ Publi s > ublic Utilities Public Safety Fire Services Review fee $ .� Dept Signature zill� 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: APPLIC STATUS Reviewing Department First Review: Approved. ❑Denied. []Not applicable (Circle one.) Comments: 7L 5 Td o L�q� �pY _Se V-- . �.C. BUILDING J PLANNING &ZONING Reviewed by: e: /` 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 PUBLIC UTILITIES DEPARTMENT 902 Assisi Lane Jacksonville, FL 32233 (904) 247-5834 NEW WATER / SEWER TAP REQUEST Date Service Address 7/l 'eo�c'�4 4V Number of Units Commercial Residential ti-Family New Water Tap(s) & Meter(s) Meter Siz (s) 3114 New Irrigation Meter Upgrade Existing Met from to (siz New Reclaim Water Meter Size New Connection to City Sewer Applicant Name rJ( Billing Address n ;v City State Zip I U Phone Email Applicant Signature CITY STAFF USE ONLY Application # rLES Sr y (� Water System Development Charge $ t V vi) Sewer System Development Charge $ Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ �� (� Cross Connection $_� ! (�l] Other $ Q TOTAL $ V f /go, On (Notes) APPROVED \ �� Date b '11 blic Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City of Atlantic Beach PUBLIC UTILITIES DEPARTMENT 902 Assisi Lane Jacksonville, FL 32233 (904) 247-5834 NEW WATER / SEWER TAP REQUEST Date-;?--27-1 Service Address 1711 S&9Cd Ad Number of Units Commercial Residential I Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Applicant Name Billing Address City State Zip Phone Email Applicant Signature CITY STAFF USE ONLY Application# Water System Development Charge $ 1 Sewer System Development Charge $ Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ (� Other $ TOTAL $ �� LA� (Notes) APPROVED < �� DateI AL Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED ` CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 (904)247-5800 4Jx3 V Zone Building Design and Performance Certificate For New Construction,Substantial Improvements,and the repair of substantially Damaged structures in S.F.H.A,(Zone V). Section 1:Structure Location and Ownership Information Structure Owner: PECORARO, RUSSELL Mailing Address: 1711 BEACH AVENUE City: ATLANTIC BEACH State: FLORIDA Zip Code: 32233 Structure Location: 1711 BEACH AVENUE Latitude: 30.343410 Longitude:-81.397130 County: DUV_AL COUNTY Other Legal Description: LOT 1.8, NORTH ATLANTIC BEACH UNIT 1 Coastal Barriers Resource Act(CBRA)Zone Y N X Date of Construction 01 / 05_/2019 Improvement/Repair to: Existing Building New Building X Section 2: Flood Insurance Rate Map(FIRM)Data Note:This information is NOT a substitute for an Elevation Certificate. Community Name: - Community ID Number: FIRM Panel Number: 12031 CO409H Panel Suffix: Flood Zone:AO and VE Date of FIRM Panel: FIRM Index Date: Section 3:Elevation Information 06/03/2013 Elevations should be rounded to one tenth of a foot: I. Elevation of the bottom of the Lowest Horizontal Structural Member EL.+16.33' NAV[feet 2. Base Flood Elevation(BFE) EL. +16.0'NAVD feet(VE 14'+2'FREEBOARD)I 3. Elevation of Lowest Adjacent Grade(LAG) EL. +14.5'NAVDfeet SEE STRUCTURAL 4. Elevation of Highest Adjacent Grade(HAG) EL. +20.0'NAVDfeet SHEET S-23 FOR 5. Approximate depth of scour/erosion used for foundation design EL. +4.4'NAV feet DEP DESIGN 6. Embedment depth of pilings or foundation below LAG 'EL.-15.0'NAVD feet CRITERIA 7. Foundation Type:Piling X Column 8. foundation Description:AUGERCAST PILE SUPPORTED STRUCTURAL CONCRETE FOUNDATION 9. Datum used:NGVD 29 NAVD 88 X Other Section 4:V-Zone Certification Note:This section must be certified by a registered professional engineer or architect who is authorized by law to certify such information. I certify that I have developed or reviewed the structural design,plans and specifications for construction and that the proposed design and methods of construction are in accordance with accepted standards of practice for meeting the following provisions: * The bottom of the lowest horizontal structural member of the lowest floor(excluding piles and columns)is elevated to above the BFE;and * The pile or column foundation and structure attached thereto are anchored to resist flotation,collapse,lateral movement,or other structural damage from the effects of wind and water loads acting simultaneously on all structural components.Water loading values used are those associated with the base flood,wind loading values used are those required by the applicable state or local building code,the potential for scour and erosion at the foundation has been anticipated for conditions associated with the base flood,including wave action. Section 5:Breakaway Wall Certifying Statement Note:This section must be certified by a registered professional engineer or architect who is authorized by law to certify such information. I certify that I have developed or reviewed the structural design,plans and specifications for construction and that the proposed design and methods of construction to be used for the breakaway walls are in accordance with accepted standards of practice for meeting the following provisions: * Breakaway walls shall collapse from a water load less than that which would occur during the base flood; * The elevated portion of the building supporting foundation system shall not be subject to collapse,displacement or other structural damage due to the effects of wind and water loads acting simultaneously on all structure components(wind and water loading values to be used are in Section IV). Section 6: Certification Certifying seal,stamp,signature and date: Check one:Section 4 Section 5 Section 4 and 5 X Certifiers Name(Please Print): CHRISTOPHER C. KATHE P.E.,S.E. License Number: FL 36820 Title: PROFESSIONAL ENGINEER Company Name: Telephone Number (808)217-4707 Email address cckathe@gmail.com Address 420 OSCEOLA AVENUE City JACKSONVILLE BEACH State FLORIDA Zip Code 32250 v1`` Signature: Date: 12121/2018 v� 4 .._�.: :.• r,�'�yv;'�hT`j',r•`�5'^'i�`51Gt''� ate._�q�. I•. w 15.,,s N u v°-•,sr..l.xcl r :.e.'a�Ll-�.;k;u�° �iU '�� '•v y,�x� �°� LM1l�1S` kl.-s._` r e' ••"' ^-"'a' E� 7bs•- 'vt+"1.,"'. ✓ sM�9�y �ae� yiyrr , ;Lx4Hyc ^ Rwia5y � yrtc ;,e.. Yrk. A�'tit } .r r ?y" .� ��,.� „yl• ".J ' y, c's� aS'7�+- i• t E?rp±,� �r., ,�Cetn .s �` Lc-a Won, NO t', . ''. �tt S ><'r � ,y ,, Lv l'�J"'l-.v'S.' 1 �`„� i' 7� 1Ln�`�' . Y s d -tri 8r” 4 fit}/15)...� ✓. /l� t`. �j6_ xff�iL.`W.'j 9.5 `ii,'<��SSe.v,�rJ t I`t..t..k3y ta�C"Y�'r.,`ut_`}''r„t-��I�S r 1fFa�^lL2l�”+"-.tr�NIr.+tomx•z•`wCafxt,''ers YL�.�a 'C'yr,�,�t�'t Fr*ca ky'N;•,c�,{.Xet�r�>!.`�'r ._ v l"�'" �`i�,�iZ-S r],?'i`� Py- d&. "' -4 Ay a, •wn I I Y SGC a.,va�.r's^'.gE'Lr �.,k -y� F . ,� •,r '�y c�3�,p t�yv'-.yt }-*k�! ,'s,�.. ° T L' i�' - 'k r '} ;},. 7 >CIIrt-e.1.f `t.�8 to r+- ✓ at"` `S 4� t f �►y6�'�y04;vr rt 3+^', - `4 _ {��wr.��t '•i-.,>sie4��• `a� TY �►7' `Y k ,fr ',Y{? "'rr�'i' r r^�n v�. -p,C�Y 5y'41"_f.ta`^4- lvX'�7i .1`h"� 4 r- -y 7"1. f:.lr-- ti P' L -v qr Y't � .y'S` 5 f �� • "f'�k r% - . Y A.�, rd ; -��Y. '�! y sajr ! ': 1 �� ,Z�> ��s�qi x '±F_ t�M�+i- � �.r ac• ��y�...' "RID„y!,.,I f J ✓, d Y ♦ - r r:.A t>...L -A_�,f' +1�> 1'71�`� y °�.� '�e'F'�. 1F•d14h �J:��'.t,.:F��s; - L,^,c a. � •t!*+1`l''��a �R S'i r✓...- !I - � F��,rf '++\=��^1`wsaM!'.. :...u..> dan.i,�4T r-1° +i- :�h"-tir •� _�i�Yt;v L;7{Y'r�u�V� ��rS'i'� ■- • •• • A / • • • • • • • • ■ • • • • • • • •• • • ••• • • • • •• • •• • • O R E PROPERTY SC I ENCES Plant: Tremron—Arcadia, Florida Job No: 27772 Client: Tremron Report No: 347424 Report Date: 7/24/07 Unit ID: Echo Stone Pervious Pavers, 7/9/07 Received Date: 7/12/07 TESTING OF SOLID CONCRETE PAVING UNITS Compressive Strength—test date 7/23107 at 14 days of age Unit No 4A 48 4C Average Received weight, lbs 9.17 9.29 9.53 9.33 Width, inches 6.26 6.32 6.32 6.30 Height, inches 2.40 2.37 2.40 2.39 Length, inches 9.42 9.42 9.43 9.42 Saw-cut length, inches 4.71 4.77 4.70 4.73 Net Area, int 29.48 30.15 29.70 29.78 Load, lbs 139,380 132,760 137,850 136,660 Compressive Strength, psi 4,730 4,400 4,640 4,590 Compression tests were performed in accordance with ASTM C140. Unit No. Pgrmeability 4D 44.4 inches/hour(3.1 x 10'2 cm/s) Respectfully submitted, 1 QORE, SInc. 'GS ussell Scribner Materials Laboratory Manager Report Distribution: Tremron/Mr. Mike Somers 11420 Johns Creek Parkway Duluth,Georgia 30097 (770)476-3555 fax(770)476-0213 I CONCRETE CURB SET 1/4"(70 MM) BELOW TOP OF PAVERS AND CONTROL JOINTS @ 15-0"(5 M)O.C. CONCRETE PAVER 2 3/8"(60 MM)MIN.THICKNESS 1"(25 MM)BEDDING SAND COMPACTED AGGREGATE BASE 6"(150 MM)MIN.DEPTH GEOTEXTILE AS REQUIRED TURN UP AT SIDES TO COVER BASE �' -ff 111- fif-111 COMPACTED SUBGRADE 12"(300 MM)WIDE GEOTEXTILE ALONG PERIMETER TURN UP AT CURB(DO NOT COVER TOP OF BASE) NOTES: 1. THICKNESS OF AGGREGATE BASE WILL VARY WITH SUBGRADE CONDITIONS AND CLIMATE. COLDER CLIMATES MAY REQUIRE THICKER BASES. 2. CONCRETE PAVERS SHOULD BE PLACED ON A CEMENT-TREATED BASE IF SOIL IS EXTREMELY WEAK OR CONSTANTLY SATURATED. PAVERS CAN BE OVERLAID OR INLAID ON EXISTING ASPHALT OR CONCRETE DRIVEWAYS. 3. CONSULT ICPI TECH SPEC 2 FOR GUIDELINES ON SPECIFICATIONS FOR BASE MATERIALS, SUBGRADE SOIL AND BASE COMPACTION. 4. PLASTIC,STEEL,ALUMINUM OR PRECAST CONCRETE EDGING MAY BE USED. 0 RESIDENTIAL DRIVEWAY WITH DRAWING NO ICPI-09 CONCRETE EDGES SCALE NO SCALE TREMRON WE MAKE IT EASY J rG0 RL TREMRON FILL PAVER JOINTS WITH#89 STONE R E S I D E N T I A L PERVIOUS/PERMEABLE PERVIOUS PAVERS PAVER DRIVEWAY 1"THICK#89 STONE 3"THICK#57 STONE GEOTEXTILE FABRIC(AS REQUIRED) 4"UNDERDRAIN(AS REQUIRED) COMPACTED SOIL SUBGRADE SLOPED TO DRAIN I , TREMRON WE MAKE IT EASY Pr www.tremron.com 2885 St.Clair Street 11321 NW 112th Court 3144 Highway 17 NE 1030 Airport Road Jacksonville,FL 32254 Medley,FL 33178 Arcadia,FL 34266 Lakeland,FL 33811 904.359.5900 305.825.9000 863.491.0990 863.603.0995 Fax 904.359.5901 Fax 305.823.6614 Fax 863.491.8990 Fax 863.616.9485 C ? x CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD t` ATLANTIC BEACH,FL 32233 t� (904)247-5800 V Zone Building Design and Performance Certificate For New Construction,Substantial Improvements,and the repair of Substantially Damaged structures in S.F.H.A.(Zone V). Section 1:Structure Location and Ownership Information Structure Owner: PECORARO RUSSELL Mailing Address: 1711 BEACH AVENUE City: ATLANTIC BEACH State: FLORIDA Zip Code: 32233 Structure Location: 1711 BEACH AVENUE Latitude: 30.343410 Longitude:-81.397130 County: DUVAL COUNTY Other Legal Description: LOT 18, NORTH ATLANTIC BEACH UNIT 1 Coastal Barriers Resource Act(CBRA)Zone Y N X Date of Construction 01 / 05 /201$ Improvement/Repair to: Existing Building New Building X Section 2: Flood Insurance Rate Map(FIRM)Data Note:This information is NOT a substitute for an Elevation Certificate. Community Name: _ Community ID Number: F"Panel Number: 12031 CO409H Panel Suffix: Flood Zone:AO and VE Date of FIRM Panel: FIRM Index Date: i Section 3:Elevation Information 06/03/2013 Elevations should be rounded to one tenth of a foot: 1. Elevation of the bottom of the Lowest Horizontal Structural Member EL.+16.33' NAVCfeet 2. Base Flood Elevation(BFE) EL.+16.0'NAVD feet(VE 14'+2'FREEBOARD) 3. Elevation of Lowest Adjacent Grade(LAG) EL. +14.5'NAVDfeet SEE STRUCTURAL 4. Elevation of Highest Adjacent Grade(HAG) EL. +20.0'NAVDfeet SHEET S-23 FOR 5. Approximate depth of scour/erosion used for foundation design EL. +4.4'NAVD feet DEP DESIGN 6. Embedment depth of pilings or foundation below LAG 'P-L.-15.0'NAVD feet CRITERIA 7. Foundation Type:Piling X Column 8. Foundation Description:AUGER ST PILE SUPPORTED STRUCTURAL CONCRETE FOUNDATION 9. Datum used:NGVD 29 NAVD 88 X Other Section 4: V Zone Certification Note:This section must be certified by a registered professional engineer or architect who is authorized by law to certify such information. I certify that I have developed or reviewed the structural design,plans and specifications for construction and that the proposed design and methods of construction are in accordance with accepted standards of practice for meeting the following provisions: * The bottom of the lowest horizontal structural member of the lowest floor(excluding piles and columns)is elevated to above the BFR;and * The pile or column foundation and structure attached thereto are anchored to resist flotation,collapse,lateral movement,or other structural damage from the effects of wind and water loads acting simultaneously on all structural components.Water loading values used are those associated with the base flood,wind loading values used are those required by the applicable state or local building code,the potential for scour and erosion at the foundation has been anticipated for conditions associated with the base flood,including wave action. Section 5:Breakaway Wall Certifying Statement Note:This section must be certified by a registered professional engineer or architect who is authorized by law to certify such information. I certify that I have developed or reviewed the structural design,plans and specifications for construction and that the proposed design and methods of construction to be used for the breakaway walls are in accordance with accepted standards of practice for meeting the following provisions: * Breakaway wails shall collapse from a water load less than that which would occur during the base flood; * The elevated portion of the building supporting foundation system shall not be subject to collapse,displacement or other structural damage due to the effects of wind and water loads acting simultaneously on all structure components(wind and water loading values to be used are in Section IV). Section 6: Certification Certifying seal,stamp,signature and date: Check one:Section 4 Section S Section 4 and 5 X Certifiers Name(Please Print): CHRISTOPHER C. KATHE P.E., S.E. License Number: FL 36820 Title: PROFESSIONAL ENGINEER Company Name: Telephone Number (808)217-4707 Email address cckathe@gmail.com Address 420 OSCEOLA AVENUE T City JACKSONVILLE BEACH State FLORIDA Zip Code 32250 w1 Signature: Date: 12/21/2018 ti OFFICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes:6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft2) Non-Habitable Space (ft2) 7 6 LAND INFORMATION: Zoning District Flood Zone�C $ �� (� 'def,;4k) Minimum FFE 3 a� 6of h6n D -C � OAIa S�vvc�dy C g fc t foes t—ti , BUILDING INFORMATION: Construction Type V 0 Occupancy Group S, Fa m; Number of Stories Max Occupancy Load Fire Sprinklers Required CONDITIONS/ COMMENTS: Rev. 2.7.2018 OFFICE COPY CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 (904)247-5800 V Zpne Building Design and Performance Certificate For New Construction,Substantial Improvements,and the repair of Substantially Damaged structures in S.F.H.A.(Zone V). Section 1:Structure Location and Ownership Information Structure Owner: PECORARO, RUSSELL Mailing Address: 1711 BEACH AVENUE City: ATLANTIC BEACH State: FLORIDA zip Code: 32233 Structure Location: 1711 BEACH AVENUE Latitude:30.343410 Longitude:-81.397130 County: DUVAL COUNTY Other Legal Description: LOT 18, NORTH ATLANTIC BEACH UNIT 1 Coastal Barriers Resource Act(CBRA)Zone Y N X Date of Construction 01 / 05_/2019 Improvement/Repair to: Existing Building New Building X Section 2: Flood Insurance Rate Map(FIRM)Data Note:This information is NOT a substitute for an Elevation Certificate. Community Name: - Community ID Number: FIRM Panel Number: 12031 CO409H Panel Suffix: Flood Zone:AO and VE Date of FIRM Panel: FIRM Index Date: Section 3:Elevation Information 06/03/2013 Elevations should be rounded to one tenth of a foot: 1. Elevation of the bottom of the Lowest Horizontal Structural Member EL.+16.33'NAVC[eet 2. Base Flood Elevation(BFE) EL._+16.0'NAVDfeet(VE14'+2'FREEBOARD) 3. Elevation of Lowest Adjacent Grade(LAG) EL.+14.5' NAVDfeet SEE STRUCTURAL 4. Elevation of Highest Adjacent Grade(HAG) EL. +20.0'NAVDfeet SHEET S-23 FOR 5. Approximate depth of scour/erosion used for foundation design EL. +4.4'NAVD feet DEP DESIGN i 6. Embedment depth of pilings or foundation below LAG 'EL.-15.0'NAVD feet CRITERIA 7. Foundation Type:Piling X Column 8. Foundation Description:AUGERCAST PILE SUPPORTED STRUCTURAL CONCRETE FOUNDATION 9. Datum used:NGVD 29 NAVD 88 X Other Section 4:V-Zone Certification Note:This section must be certified by a registered professional engineer or architect who is authorized by law to certify such information. I certify that I have developed or reviewed the structural design,plans and specifications for construction and that the proposed design and methods of construction are in accordance with accepted standards of practice for meeting the following provisions: * The bottom of the lowest horizontal structural member of the lowest floor(excluding piles and columns)is elevated to above the BFE;and * The pile or column foundation and structure attached thereto are anchored to resist flotation,collapse,lateral movement,or other structural damage from the effects of wind and water loads acting simultaneously on all structural components.Water loading values used are those associated with the base flood,wind loading values used are those required by the applicable state or local building code,the potential for scour and erosion at the foundation has been anticipated for conditions associated with the base flood,including wave action. Section 5:Breakaway Wall Certifying Statement Note:This section must be certified by a registered professional engineer or architect who is authorized by law to certify such information. I certify that I have developed or reviewed the structural design,plans and specifications for construction and that the proposed design and methods of construction to be used for the breakaway walls are in accordance with accepted standards of practice for meeting the following provisions: * Breakaway walls shall collapse from a water load less than that which would occur during the base flood; * The elevated portion of the building supporting foundation system shall not be subject to collapse,displacement or other structural damage due to the effects of wind and water loads acting simultaneously on all structure components(wind and water loading values to be used are in Section IV). Section 6: Certification Certifying seal,stamp,signature and date: Check one:Section 4 Section S Section 4 and 5 X Certifiers Name(Please Print): CHRISTOPHER C. KATHE P.E., S.E. License Number:_ FL 36820 Title: PROFESSIONAL ENGINEER Company Name: - Telephone Number (808)217-4707 Email address r-ckathe@gmail.com Address 420 OSCEOLA AVENUE D City JACKSONVILLE BEACH State FLORIDA Zip Code 32250 Signature: Date: 12/21/2018 "l Pe ��, , - Re S �� - X16 OFFICE COPY NOTICE OF COMMENCEMENT State of I ��Q Tax Folio No. County of Duua.1 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 O O�I1�NCE NT. Legal Description of property being improved: La f & ,JW i W jAk* Qw,��G �'�2"C��S /deard rl /,r /is Address of property being improved: &JUZ 233 General description of improvements: A fto fi rA. Owner: U' CQtt4/c PGyrpt o Address: Owner's interest in site of the improvement: F Q• 2 Fee Simple Titleholder(if other than owner): ;00;0;0z0 Name: MO O O = g �+ cc: za 4 Contractor: l0?" QV' / '�8t� AiG m a 8 2 -n Address:—120" v *r312-3-2czi co N 0 U)�.. Telephone No.: �ay• 3 7 ��YS Fax No: o � $ Surety(if any) S M,� M M,to Address: Amount of Bond$ ib Telephone No: Fax No: 0 Name and address of any person making a loan for the construction of the improvements 0 O Name: C M Address: o C Phone No: Fax No: D,- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: G G G fAra Address: 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): T*jo I 1 .Z 0 M If THIS SPACE FOR RECORDER'S USE ONLY OWNE Signed: Date: Before me this day of l; in the County of Duval,State Of Florida,has personally appeared CJrli �colCO Notary Public at Large,State of Florida,County of Duval. `,ti�;;P�,.,, CHERYL JEAN BARBER My commission expires: 11-7140-71 _` g Notary Public-State of Fbrld� Persa rte:Commission N GG t25679 or s My Comm.Expires Jul 26,2021 Produced Identification: ' ;Fat,'o Itonded through National Notary Assn. /� S- aV--e © ' '�o Y' ol oc FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Pecoraro Beach House Builder Name: Street: 1711 Beach Ave Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS County: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(5755.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3361.00 ft' b.Concrete Block-Int Insul,Exterior R=4.0 2149.60 ft2 3. Number of units,if multiple family 1 c.Concrete Block-Int Insul,Adjacent R=4.0 186.43 ft2 4. Number of Bedrooms 5 d.other(see details) R= 58.71 ft' 10.Ceiling Types (2986.0 sqft.) Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=20.0 2986.00 ft' 6. Conditioned floor area above grade(ft2) 5634 b.N/A R= ft' c.N/A R= ft' Conditioned floor area below grade(ft') 0 11.Ducts R ft' 7. Windows(1408.0 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Attic 6 286.39 a. U-Factor: Dbl,U=0.29 1408.00 ft' b.Sup: Attic,Ret:Attic,AH:Attic 6 446.03 SHGC: SHGC=0.25 b. U-Factor: N/A ft2 12.Coding systems kBtu/hr Efficiency SHGC: a.Central Unit 33.4 SEER:15.00 b.Central Unit 44.1 SEER:15.50 c. U-Factor: N/A ft' SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 33.8 HSPF:9.50 SHGC: b.Electric Heat Pump 43.5 HSPF:9.00 Area Weighted Average Overhang Depth: 4.998 ft Area Weighted Average SHGC: 0.250 14. .P Water systems a.Propane Tankless Cap:1 gallons 8. Floor Types (5634.0 sqft.) Insulation Area EF:0.750 a.Floor Over Other Space R=0.0 2648.00 ft' b. Conservation features b.Slab-On-Grade Edge Insulation R=0.0 2203.00 ft2 None c.other(see details) R= 783.00 ft' 15.Credits Pstat Total Proposed Modified Loads: 139.94 Glass/Floor Area: 0.250 Total Baseline Loads: 149.30 PASS I hereby certify that the plans and specifications covered by Review of the plans and ONEST ��?' this calculation are in compliance with the Florida Energy specifications covered by this ; s O, Code. w�� calculation indicates compliance I$ •� with the Florida Energy Code. PREPARED BY: _ Before construction is completed DATE: 12/3/18' _ this building will be inspected forty ►, i compliance with Section 553.908 * . I herebycern that this building,as desi n is i com liance Florida Statutes. certify g, 9 P � with the Florida Energ�Co - /711 OWN ER/A ENT BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handier 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). 12/3/2018 11:23 PM EnergyGauge®USA Section R405.4.1 Compliant Software Page 1 of 6 OFFICE COPY FORM R405-2017 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, a-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 ACCA 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) 12/3/2018 11:23:49 PM EnergyGauge®USA 6.0.02-FlaRes2017 FBC 6th Edition(2017)Compliant Software 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: Pecoraro Beach House Builder Name: Street: 1711 Beach Ave Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS County: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(5755.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3361.00 ft' b.Concrete Block-Int Insul,Exterior R=4.0 2149.60 ft' 3. Number of units,if multiple family 1 c.Concrete Block-Int Insul,Adjacent R=4.0 186.43 ft' 4. Number of Bedrooms 5 d.other(see details) R= 58.71 ft' 5. Is this a worst case? No 10.Ceiling Types (2986.0 sqft.) Insulation Area a.Roof Deck(Unvented) R=20.0 2986.00 ft= 6. Conditioned floor area above grade(ft') 5634 b.N/A R= ft' Conditioned floor area below grade(ft') 0 c.N/A R= 11.Ducts R ft ft' 7. Windows(1408.0 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Attic 6 286.39 a. U-Factor: Dbl,U=0.29 1408.00 ft' b.Sup: Attic,Ret:Attic,AH:Attic 6 446.03 SHGC: SHGC=0.25 b. U-Factor: N/A ft' 12.Coding systems kBtu/hr Efficiency SHGC: a.Central Unit 33.4 SEER:15.00 b.Central Unit 44.1 SEER:15.50 c. U-Factor: N/A ft' SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a.Electric Heat Pump 33.8 HSPF:9.50 SHGC: b.Electric Heat Pump 43.5 HSPF:9.00 Area Weighted Average Overhang Depth: 4.998 ft 14.Hot waters stems Area Weighted Average SHGC: 0.250 y 8. Floor Types (5634.0 sgft.) Insulation Area a.Propane Tankless Cap:1 gallons EF:0.750 a.Floor Over Other Space R=0.0 2648.00 ft' b. Conservation features b.Slab-On-Grade Edge Insulation R=0.0 2203.00 ft' None c.other(see details) R= 783.00 ft' 15.Credits Pstat Total Proposed Modified Loads: 139.94 Glass/Floor Area: 0.250 Total Baseline Loads: 149.30 PASS hereby certify that the plans and specifications covered by Review of the plans and O -TIIE Sr9r� this calculation are in compliance with the Florida Energy specifications covered by this ,y ,rte _ Code. calculation indicates compliance y +n, ' s o with the Florida Energy Code. F• :, � ,"•�, PREPARED BY: �� Before construction is completed , DATE: 12/3/18 this building will be inspected for compliance with Section 553.908 a hereby certify that�Z' ' g, as desi ed,is in compliance Florida Statutes. with the Florida En ��bOWNER/AGENTBUILDING OFFICIAL: DATE: _ ____. 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). 12/3/2018 11:23 PM EnergyGauge®USA Section R405.4.1 Compliant Software Page 1 of 6 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Pecoraro Beach House Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 5634 Lot# Owner Name: Total Stories: 3 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1711 Beach Ave Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, New/Ebsbng: New(From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,MAYPORT_NS FL_MAYPORT NS 39 90 70 75 1037 61 Medium BLOCKS Number Name Area Volume 1 Blockl 2203 22690.9 2 Block2 3431 32329 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 2203 22690.9 Yes 2 1 Yes Yes Yes 2 2nd Floor 2830 26319 No 3 4 1 Yes Yes Yes 3 3rd Floor 601 6010 No 1 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-Or-Grade Edge Insulation 1st Floor 232.5 ft 0 2203 ft' ____ 0 0 1 2 Raised Floor 2nd Floor — ---- 105 ft' 19 0 0 1 3 Floor over Garage 2nd Floor ___ ____ 678 ft2 19 0 0 1 4 Floor Over Other Space 2nd Floor ---- ____ 2047 ft2 0 0 0 1 5 Floor Over Other Space 3rd Floor ____ ____ 601 ft' 0 0 0 1 ROOF Roof Gable Roof Solar SA Emilt Emitt Deck Pitch V # Type Materials Area Area Cokm Absor. Tested Tested Insul. (deg) 1 Gable or shed Metal 3147 ft2 496 ft' Medium 0.6 No 0.3 No 20 18.4 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 2986 ft' N N 12/3/2018 11:23 PM EnergyGauge®USA Section R405.4.1 Compliant Software Page 2 of 6 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Unvented) 1st Floor 0 Blown 156 ftz 0.11 Wood 2 Under Attic(Unvented) 2nd Floor 0 Blown 2229 ft' 0.11 Wood 3 Under Attic(Unvented) 3rd Floor 0 Blown 601 ftz 0.11 Wood WALLS ' Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 S Exterior Concrete Block-Int Insul 1st Floor 4 64.4 10.3 663.3 ftz 0 0.170000 0 2 E Exterior Concrete Block-Int Insul 1st Floor 4 26.2 0 10.3 269.9 ftz 0 0.170000 0 3 S Exterior Concrete Block-Int Insul 1st Floor 4 11.6 10.3 119.5 ftz 0 0.170000 0 4 E Exterior Concrete Block-Int Insul 1st Floor 4 11.8 10.3 121.5 ftz 0 0.170000 0 5 N Exterior Concrete Block-Int Insul 1st Floor 4 78.8 10.3 811.6 ftz 0 0.170000 0 6 W Exterior Concrete Block-Int Insul 1st Floor 4 15.9 10.3 163.8 ftz 0 0.170000 0 7 W Garage Frame-Wood 1 st Floor 13 4.2 10.3 43.3 ftz 0.05 0.170000 0 8 S Garage Frame-Wood 1 st Floor 13 1.5 10.3 15.5 ftz 0.05 0.170000 0 9 W Garage Concrete Block-Int Insul 1st Floor 4 18.1 10.3 186.4 ft' 0 0.170000 0 10 S Exterior Frame-Wood 2nd Floor 19 73.9 9.3 687.3 ftz 0.05 0.170000 0 11 S Exterior Frame-Wood 2nd Floor 19 18.3 9.3 170.2 ftz 0.05 0.170000 0 12 E Exterior Frame-Wood 2nd Floor 19 22.6 9.3 210.2 ftz 0.05 0.170000 0 13 S Exterior Frame-Wood 2nd Floor 19 11.8 9.3 109.7 ftz 0.05 0.170000 0 14 E Exterior Frame-Wood 2nd Floor 19 31.7 9.3 294.8 ft' 0.05 0.170000 0 15 N Exterior Frame-Wood 2nd Floor 19 104 9.3 967.2 ftz 0.05 0.170000 0 16 W Exterior Frame-Wood 2nd Floor 19 38.9 9.3 361.8 ftz 0.05 0.170000 0 17 W Exterior Frame-Wood 2nd Floor 19 14 9.3 130.2 ftz 0.05 0.170000 0 18 S Exterior Frame-Wood 3rd Floor 19 9.4 9 84.6 ftz 0.05 0.170000 0 19 E Exterior Frame-Wood 3rd Floor 19 10.6 9 95.4 ftz 0.05 0.170000 0 20 N Exterior Frame-Wood 3rd Floor 19 9.4 9 84.6 ftz 0.05 0.170000 0 21 W Exterior Frame-Wood 3rd Floor 19 15 11 165.0 ftz 0.05 0.170000 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Wood 1st Floor None .46 3 8 24 ftz 2 W Wood 1st Floor None .46 3 8 24 ftz 3 W Wood 1st Floor None .46 3 8 24 ftz 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 S 1 Wood Low-E Double Yes 0.29 0.25 N 24.0 ft' 5 ft 0 in 3 ft 0 in None None 2 S 1 Wood Low-E Double Yes 0.29 0.25 N 27.0 ft' 5 ft 0 in 3 ft 0 in None None 3 S 1 Wood Low-E Double Yes 0.29 0.25 N 48.8 ft' 1 ft 4 in 1.5 ft 0 in None None 4 S 1 Wood Low-E Double Yes 0.29 0.25 N 97.2 ft' 1 ft 4 in 13 ft 0 in None None 5 E 2 Wood Low-E Double Yes 0.29 0.25 N 48.6 ftz 11.1 ft 0 i 1.5 ft 0 in None None 12/3/2018 11:23 PM EnergyGauge®USA Section R405.4.1 Compliant Software Page 3 of 6 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 6 E 2 Wood Low-E Double Yes 0.29 0.25 N 108.0 ft' 11.1 ft 0 i 1.5 ft 0 in None None 7 S 3 Wood Low-E Double Yes 0.29 0.25 N 54.0 ft' 22.7 ft 0 i 1.5 ft 0 in None None 8 E 4 Wood Low-E Double Yes 0.29 0.25 N 54.0 ft' 1 ft 4 in 15.7 ft 0 i None None 9 N 5 Wood Low-E Double Yes 0.29 0.25 N 39.0 ft' 1 ft 4 in 6.2 ft 0 in None None 10 N 5 Wood Low-E Double Yes 0.29 0.25 N 18.7 ft' 1 ft 4 in 6.2 ft 0 in None None 11 N 5 Wood Low-E Double Yes 0.29 0.25 N 21.6 ft' 1 ft 4 in 1 ft 0 in None None 12 N 5 Wood Low-E Double Yes 0.29 0.25 N 33.0 ft' 1 ft 4 in 10.8 ft 0 i None None 13 N 5 Wood Low-E Double Yes 0.29 0.25 N 8.0 ft' 1 ft 4 in 8.7 ft 0 in None None 14 N 5 Wood Low-E Double Yes 0.29 0.25 N 24.0 ft' 1 ft 4 in 1.2 ft 0 in None None 15 S 10 Wood Low-E Double Yes 0.29 0.25 N 30.0 ft' 1 ft 4 in 3.7 ft 0 in None None 16 S 10 Wood Low-E Double Yes 0.29 0.25 N 6.3 ft' 1 ft 4 in 12 ft 0 in None None 17 S 10 Wood Low-E Double Yes 0.29 0.25 N 75.0 ft' 1 ft 4 in 1.5 ft 0 in None None 18 S 11 Wood Low-E Double Yes 0.29 0.25 N 43.2 ft' 5 ft 0 in 1.5 ft 0 in None None 19 S 11 Wood Low-E Double Yes 0.29 0.25 N 15.0 ft' 5 ft 0 in 1.5 ft 0 in None None 20 W 16 Wood Low-E Double Yes 0.29 0.25 N 13.5 ft' 1 ft 4 in 2.5 ft 0 in None None 21 S 10 Wood Low-E Double Yes 0.29 0.25 N 54.0 ft' 1 ft 4 in 2.5 ft 0 in None None 22 E 12 Wood Low-E Double Yes 0.29 0.25 N 96.0 ft' 11.1 ft 0 i 1.5 ft 0 in None None 23 E 12 Wood Low-E Double Yes 0.29 0.25 N 43.2 ft' 11.1 ft 0 i 1.5 ft 0 in None None 24 S 13 Wood Low-E Double Yes 0.29 0.25 N 24.0 ft' 22.7 ft 0 i 1.5 ft 0 in None None 25 E 14 Wood Low-E Double Yes 0.29 0.25 N 41.3 ft' 1 ft 4 in 4 ft 0 in None None 26 N 15 Wood Low-E Double Yes 0.29 0.25 N 25.9 ft' 1 ft 4 in 1 ft 0 in None None 27 N 15 Wood Low-E Double Yes 0.29 0.25 N 29.2 ft' 1 ft 4 in 1 ft 0 in None None 28 N 15 Wood Low-E Double Yes 0.29 0.25 N 27.0 ft' 1 ft 4 in 1 ft 0 in None None 29 N 15 Wood Low-E Double Yes 0.29 0.25 N 67.5 ft' 1 ft 4 in 4.5 ft 0 in None None 30 N 15 Wood Low-E Double Yes 0.29 0.25 N 6.3 ft' 1 ft 4 in 6 ft 0 in None None 31 N 15 Wood Low-E Double Yes 0.29 0.25 N 30.0 ft' 1 ft 4 in 2 ft 0 in None None 32 W 16 Wood Low-E Double Yes 0.29 0.25 N 36.0 ft' 1 ft 4 in 9.2 ft 0 in None None 33 W 17 Wood Low-E Double Yes 0.29 0.25 N 43.2 ft' 3 ft 0 in 1.5 ft 0 in None None 34 W 17 Wood Low-E Double Yes 0.29 0.25 N 6.3 ft' 3 ft 0 in 1.5 ft 0 in None None 35 S 18 Wood Low-E Double Yes 0.29 0.25 N 10.0 ft' 1 ft 4 in 1 ft 0 in None None 36 N 20 Wood Low-E Double Yes 0.29 0.25 N 6.3 ft' 1 ft 4 in 1 ft 0 in None None 37 W 21 Wood Low-E Double Yes 0.29 0.25 N 30.0 ft' 3 ft 0 in 1.5 ft 0 in None None 38 W 21 Wood Low-E Double Yes 0.29 0.25 N 43.2 ft' 3 ft 0 in 1.5 ft 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 724 ft' 724 ft' 94.1 ft 9 ft 1 12/3/2018 11:23 PM EnergyGauge®USA Section R405.4.1 Compliant Software Page 4 of 6 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT INFILTRATION # Scope Melhod SLA CFM 50 ELA EgLA ACH ACH 50 1 Whdehouse ProposedACH(50) .000434 6419 352.39 662.73 .49 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:9.5 33.8 kBtu/hr 1 sys#1 2 Electric Heat Pump/ None HSPF:9 43.5 kBtu/hr 2 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ None SEER:15 33.4 kBtu/hr 1002 cfm 0.75 1 sys#1 2 Central Unit/ None SEER:15.5 44.1 kBtu/hr 1323 cfm 0.75 2 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.75 1 gal 80 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft' DUCTS —Supply— —Return— Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cod 1 Attic 6 286.39 f Attic 110.15 f Default Leakage Attic (Default)c(Default)c 1 1 2 Attic 6 446.03 f Attic 171.55 f Default Leakage Attic (Default)c(Default)c 2 2 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Colin [[ ]]Jan [[ ]]Feb [ ]Mar [ ]A r [ ]Ma Jun [X]Jul Au rl S [ ]Oct [[ ]]Nov [[ ]]Dec Heating [X)Jan [X]Feb l Mar [ ]Apr [ ]May Jun [ ]Jul Aug Sep [ ]Oct [X]Nov [X]Dec Ventin [[ JJ Jan [[ ]]Feb [X]Mar [X]A r [ ]Ma Jun [ ]Jul Au S [X]Oct [[XX]]Nov [[ ]]Dec 12/3/2018 11:23 PM EnergyGaugeV USA Section R405.4.1 Compliant Software Page 5 of 6 FORM 8405-2017 _ INPUT SUMMARY CHECKLIST REPORT Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Coding(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 Coding(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(8lbs/sq.ft. 0 ft2 0 ft 0.3 1st Floor Default(8lbs/sq.ft. 0 ftz 0 ft 0.3 2nd Floor Default 8Ibs/s .ft. 0 ft' 0 ft 0.3 3rd Floor Name: Ryan B. Ellis Signature: Rating Compant: Ryan B. Ellis Date: 12/3/2018 11:23 PM EnergyGauge®USA Section R405.4.1 Compliant Software Page 6 of 6 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* =94 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New(From Plans) 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/Attic 3. No. of units(if multiple-family) 3. 1 4. Number of bedrooms 4. 5 13. Cooling system: Capacity 77.5 a)Split system SEER 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. 5634 d)Room unit/PTAC EER e)Other varies 7.Windows, type and area a)U-factor:(weighted average) 7a. 0.290 b)Solar Heat Gain Coefficient(SHGC) 7b. 0.250 14. Heating system: Capacity 77.3 c)Area 7c. 1408.0 a) Split system heat pump HSPF 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 varies 9. Floor type, insulation level: a)Slab-on-grade(R-value) 9a. 0.0 b)Wood, raised(R-value) 9b. 19.0 15. Water heating system c)Concrete, raised(R-value) 9c. a) Electric resistance EF b) Gas fired, natural gas EF 10. Wall type and insulation: c)Gas fired, LPG EF 0.75 A. Exterior: d) Solar system with tank EF 1. Wood frame(Insulation R-value) 10A1. 19.0 e)Dedicated heat pump with tank EF 2. Masonry(Insulation R-value) 10A2. 4.0 f)Heat recovery unit HeatRec% B. Adjacent: g)Other 1. Wood frame(Insulation R-value) 1081. 13.0 2. Masonry(Insulation R-value) 1082. 4.0 16. HVAC credits claimed(Performance Method) 11. Ceiling type and insulation level a)Ceiling fans a)Under attic 11 a. 0.0 b)Cross ventilation No b)Single assembly 11 b. c)Whole house fan No c)Knee walls/skylight walls 11 c. 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. 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 ed on inst d code compliant features. Builder Signature, Date: 9 , Address of New Home: 1711 Beach Ave City/FL Zip: Atlantic Beach, FL 12/3/2018 11:23:57 PM EnergyGauge®USA 6.0.02-RaRes2017 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: 1711 Beach Ave Permit Number: Atlantic Beach,FL MANDATORY REQUIREMENTS See individual code sections for full details. ✓ SECTION R401 GENERAL R401.3 Energy Performance Level(EPL)display card(Mandatory)fhe 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 enveld-pabuildingthermal 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 InstallationThe 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 parry conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations,renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3.Interior doors,if installed at the time of the test,shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5.Heating and cooling systems,if installed at the time of the test,shall be turned off. 6.Supply and return registers,if installed at the time of the test,shall be fully open. R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace. Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdtVindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 L/s/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 L/s/m2),when tested according to NFRC 400 or AAMA/ W DMA/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. 12/3/2018 11:23 PM EnergyGauge®USA -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 coding system. ❑ R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that, except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. ❑ R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or(7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i),Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. ❑ R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. ❑ R403.3.3 Duct testing(Mandatory).D u cts 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 manufactun handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. ❑R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41`C)or below 55°F(13°C)shall be insulated to a minimum of R-3. ❑ R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. ❑ R403.5.1 Heated water circulation and temperature maintenance systems(Mandatoryoeatedwater 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. 12/3/2018 11:23 PM EnergyGauge®USA -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'/Y inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heating systems to be turned off. R403.5.6.2 Water-heating equipment Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed.Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors,and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol.Collectors in installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal:and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential,or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation including: Natural,Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacy.When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. 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 coding 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 coding calculation methodologies,based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors,provisions for future expansion or other factors that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems.New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUM (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 Umin. a. When tested in accordance with HVI Standard 916 12/3/2018 11:23 PM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) El R403-7.1.1 Cooling equipment capacity. Coding 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 AH RI 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 coding requirements as calculated according to Section R403.7.1.1,and the heat pump total coding capacity shall not be more than 1.15 times greater than the design coding load even if the design heating load is 1.15 times greater than the design coding 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 coding 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 coding 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 E] 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). o R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pods 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 pod heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. El water Covers. Outdoor heated swimming pods 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 pod 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. 1213/2018 11:23 PM EnergyGauge®USA -FBC 6th Edition(2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pod 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 pod heat pumps are not required to meet this standard. R403.11 Portable spas(MandatofWe energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS ❑ 11404.1 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. 12/3/2018 11:23 PM EnergyGauge®USA -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: Pecoraro Beach House Builder Name: Street: 1711 Beach Ave Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Y U Owner: Jurisdiction: 261100 w x Design Location: FL,MAYPORT_NS 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 The insulation in any dropped ceiling/soffit Ceiling/attic insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be sealed. shall be insulated by completely filling the cavity with a Knee walls shall be sealed. material having a thermal resistance of R-3 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/door jambs 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 insulation. Floor framing cavity insulation shall be installed to (including maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation shall and cantilevered floors) be permitted to be in contact with the top side of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottorr to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with a Where provided instead of floor insulation,insulation Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. Shafts,penetrations Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall Recessed light fixtures installed in the building 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 a plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend 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 be on exterior wall tubs shall separate them from the showers and tubs. insulated. Electrical/phone box on 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 sealed sprinklers in a manner that is recommended by the manufacturer.Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilin s. a.In addition,inspection of log walls shall be in accordance with the provisions of ICC400. 12/3/2018 11:24 PM EnergyGauge®USA FBC 6th Edition(2017)Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: 261100 Permit#: Job Information Builder: Community: Lot: NA Address: 1711 Beach Ave City: Atlantic Beach State: FL Zip: Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method O PRESCRIPTIVE METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g.(50 Pascals)in Climate Zones 1 and 2. OPERFORMANCE or ERI METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50)value,as shown on Form R405-2017(Performance)or R406-2017(ERI),section labeled as infiltration,sub-section ACH50 ACH(50)specified on Form R405-2017-Energy Calc(Performance)or R406-2017(ERl): 7.000 § x 60 _ 55020 = Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans 1-1 PASS •Code software calculated When ACH(50)is less than 3, Mechanical Ventilation installation O Field measured and calculated must be verified by building department. R402.4.1.2 Testing.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 Statues.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 thecode official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust,intake,makeup air,back draft 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 coding 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. Testing Company Company Name: Phone: hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification#: Issuing Authority: 12/3/2018 11:24:04 PM EnergyGauge®USA 6.0.02-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Manual S Compliance Report Job: ' wrightsoft" Date: 11/25/18 1st Floor By: M.Ellis Energy Design Systems.Inc., 11727 Brady Rd,Jacksonville, FL 32223 Phone:904-268-3670 Fax 904-268-3670 Erna 4:eds.iax(Q amai.comi Project • • For: Pecoraro Beach House 1171 Beach Ave,Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.47 Sensible gain: 25074 Btuh Entering coil DB: 74.0'F Outdoor design WB: 77.4'F Latent gain: 4440 Btuh Entering coil WB: 61.7'F Indoor design DB: 74.0°F Total gain: 29514 Btuh Indoor RH: 50% Estimated airflow: 1187 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5036H1+TAM9AOC36V31 Actual airflow: 1187 cfm Sensible capacity: 26730 Btuh 107% of load Latent capacity: 6670 Btuh 150% of load Total capacity: 33400 Btuh 113% of load SHR: 80% Heating Equipment Design Conditions Outdoor design DB: 38.1°F Heat loss: 24324 Btuh Entering coil DB: 68.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5036H1+TAM9AOC36V31 Actual airflow: 1187 cfm Output capacity: 33800 Btuh 139% of load Capacity balance: 29 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer. Model: Actual airflow: 1187 cfm Output capacity: 7.1 kW 100% of load Temp. rise: 50 'F Meets are all requirements of ACCA Manual S. 2018-Dec-03 23:27:46 .' wrightsoft Right-Suite®universal 2017 17.0.17 RSU17457 Pae 1 g coraro Beach House, 1171 Beach Ave,Ad Bch.rup Calc=MJ8 Front Door faces: S Manual S Compliance Report Job: - - wrightsoft, Date: 11/25/18 2nd & 3rd Floors By: M.Ellis Energy Design Systems,Inc., 11727 Brady Rd,Jacksonville, FL 32223 Phone:904-268-3670 Fax:904-268-3670 Ema1:eds.iaxQgmal.comi Project • • For: Pecoraro Beach House 1171 Beach Ave,Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 33949 Btuh Entering coil DB: 74.0'F Outdoor design WB: 77.4'F Latent gain: 4679 Btuh Entering coil WB: 61.7'F Indoor design DB: 74.0°F Total gain: 38628 Btuh Indoor RH: 50% Estimated airflow: 1550 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Trane Model: 4TWR5048H1+TAM9AOC48V41 Actual airflow: 1550 cfm Sensible capacity: 35530 Btuh 105% of load Latent capacity: 8570 Btuh 183% of load Total capacity: 44100 Btuh 114% of load SHR: 81% Heating Equipment Design Conditions Outdoor design DB: 38.1'F Heat loss: 23802 Btuh Entering coil DB: 68.0'F Indoor design DB: 68.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Trane Model: 4TWR5048H1+TAM9AOC48V41 Actual airflow: 1550 cfm Output capacity: 43500 Btuh 183% of load Capacity balance: 21 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1550 cfm Output capacity: 7.0 kW 100% of load Temp. rise: 50 'F Meets are all requirements of ACCA Manual S. 2018-Dec-03 23:27:46 wrightsoft Right-Suite®universal 2017 17.0.17 RSU17457 Page 2 ...coraro Beach House, 1171 Beach Ave.Ad Bch.rup Calc=MJ8 Front Door faces: S Pro ect Summa Job: -�- wrightsoft' � Summary Date: 11/25/18 1st Floor By: M.Ellis Energy Design Systems,Inc., 11727 Brady Rd,Jacksonville,FL 32223 Phone.904-268-3670 Fa)c 904-268-3670 Erred:edsJ'3xQqmaiI.comi Project • • For: Pecoraro Beach House 1171 Beach Ave,Atlantic Beach, FL N otes: Design Information Weather. Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 94 °F Inside db 68 °F Inside db 74 °F Design TD 30 °F Design TD 20 °F Daily range L Relative humidity 50 % Moisture difference 52 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 24324 Btuh Structure 25074 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 24324 Btuh Use manufacturers data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 25074 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 4440 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft') 2203 2203 Equipment latent load 4440 Btuh Volume(ft') 22691 22691 Air changes/hour 0.30 0.15 Equipment total load 29514 Btuh Equiv.AVF (cfm) 115 57 Req. total capacity at 0.70 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TW R5036H 1 Cond 4TW R5036H 1 AHRI ref 10093585 Coil TAM9A0C36V31 AHRI ref 10093585 Efficiency 9.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 23380 Btuh Heating output 33800 Btuh @ 47°F Latent cooling 10020 Btuh Temperature rise 26 °F Total cooling 33400 Btuh Actual air flow 1187 cfm Actual air flow 1187 cfm Air flow factor 0.049 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point= 29 °F Backup: Input = 7 kW, Output = 24324 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wri htSoftY 2018-Dec-03 23:27:46 9 Right-Suite®Universal 2017 17.0.17 RSU17457 Page 1 ...coraro Beach House, 1171 Beach Ave,Ad Bch.rup Calc=MJ8 Front Door faces: S - - Project SummaJo wrightsoftz 11/25/18 2nd & 3rd Floors By: M.Ellis Energy Design Systems,Inc., 11727 Brady Rd,Jacksonville, FL 32223 Phone:904-268-3670 Fax 904-268-3670 Ermil.eds.yaxQWai...c_.omi Proiect Information For: Pecoraro Beach House 1171 Beach Ave,Atlantic Beach, FL Notes: Design Information Weather. Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 94 °F Inside db 68 °F Inside db 74 °F Design TD 30 °F Design TD 20 °F Daily range L Relative humidity 50 % Moisture difference 52 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 23802 Btuh Structure 33949 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 23802 Btuh Use manufacturers data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 33949 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 4679 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area(ft') 3431 3439 Equipment latent load 4679 Btuh Volume(ft') 32531 32531 Air changes/hour 0.30 0.15 Equipment total load 38628 Btuh Equiv.AVF (cfm) 163 81 Req. total capacity at 0.70 SHR 4.0 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TW R5048H 1 Cond 4TW R5048H 1 AHRI ref 10093489 Coil TAM9A0C48V41 AHRI ref 10093489 Efficiency 9 HSPF Efficiency 12.5 EER, 15.5 SEER Heating input Sensible cooling 30870 Btuh Heating output 43500 Btuh @ 47°F Latent cooling 13230 Btuh Temperature rise 26 °F Total cooling 44100 Btuh Actual air flow 1550 cfm Actual air flow 1550 cfm Air flow factor 0.065 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point = 21 °F Backup: Input = 7 kW, Output= 23802 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wri htsoft 2018-Dec-03 23:27:46 9 Right-Suite®Universal 2017 17.0.17 RSU17457 Page 2 ...coraro Beach House, 1171 Beach Ave,Ad Bch.rup Calc=MJ8 Front Door faces: S N 1St Floor Laundry 82 cfm Kitchen -54 cfm Kee ing Pantry ro 139 cfm Mud Room Buller Pantry Brea ast T 85 cfm 108 cfm T-- 22 45 cf 82 cfm Rel Riser Pold.,, 596 cfm Ff:Sdp Riser cfm 7 ' 1 G6 cfm cfm i 173 m 10i6cfm 8' B' S" 6' 17• '8' Vestibule 4 Foyer Dining f1 "I 7• Living 7. 9 46 cfm I I g 6• .53 cfm 53Icf I i ..:22 — — — — — _ — — — 6— — _ — — — 6 66 cfm 66 cfm 7' 7' a Job M Scale: 1 : 129 Performed for: Page 1 Pecoraro Beach House Exclusively for the use of: Right-Suitet Universal 2017 1171 BeachAve Environmental Air Conditioning Services,Inc. 17.0.17 RSU17457 Atlantic Beach,FL 2018-Dec-03 23:35:49 ...use,1171 Beach Ave,Atl Bch.rup N 2nd Floor 528 cfm Ret Riser — – – Her Closet let Master Bath "R I s e r — — — - — — — — — — — � –4�– _.......................... B b I Ifm F 035 cfm 7110 cfm 11, 56 cfm ayr m , 6, 61 cfm 61 lcfm [11- Laund Up Mast" 5 bule 23 der 42 cfm I p14„ 5I 12" r I 18 dm 4" 35 dm II His CI set I 32 cfm Boys fi 6 118' 7" Hall 2 17 cfm Clus t 3 i 9 cfm 54 cim 9 dm 304 m 291 dm Be 3 81 cfm BaLJ3 Master Bed 2 CID$ 2 45 cfm 84 cfm 84 cfm 113 cfm 02 68 dm Job #: Scale: 1 : 129 Performed for: Page 2 Pecoraro Beach House Exclusively for the use of: Right-Suite®Universal 2017 1171 Beach Ave Environmental Air Conditioning Services,Inc. 17.0.17 RSU17457 Atlantic Beach,FL 2018-Dec-03 23:35:49 ...use, 1171 Beach Ave,Atl Bch.rup N 3rd Floor Rol Posm tl ,oo c` CI s 7' I 7' Bed 4 I Stairs 3 74 dm CK 74 do 79 cfm d3 con eat 4 1'.10 r Job M Scale: 1 : 129 Performed for: Page 3 Pecoraro Beach House Exclusively for the use of: Right-Suite®Universal 2017 1171 Beach Ave Environmental Air Conditioning Services,Inc. 17.0.17 RSU17457 Atlantic Beach,FL 2018-Dec-03 23:35:49 ...use,1171 Beach Ave,At]Bch.rup �O DrcnD �m x r r r r r 7c 7c r v, p m m m rt0 � p<j N� CD > 3 CD o _ (D N o W N' m CD CD 7 3 C7 rn �• CD CD m rt ?' ------------- co m m o C C m (D m o 0 0 W v _ oAo N (ND V V V V EA N)CWDCN.�NAAOW n M2 W NCnCnCDCDCD(DN V OCTCn �OO 0 ^� D (� CD CJ1 W CD (n U'i CJ'i to V O O N Cb 0 -4(.0 CO V o .y, N ,1 m Op ' o O cn @ �. m cCD V A 00000 M WooACncn OD OD n a N DC7 NCn —- CY) (3)mNCnNOLI)W m ------------- � CD CD N 3� >w CD rn 0 y O _ 0 • - • n • D = u m • V A O W 0 0 0 W m A ,w 4 Wm m 3 0 (/) W ACRO W W W Cl) ?CDCs CD CDONN O p� C • o (D ` O x O ff•. T A O ta. ------------- 0 V 0 CD W c s A 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19 LA. • W (D p 0 0 0 0 0_ 0 0_0 bb 0 0 bb 0 0 0_ �O o N m j 11", W Wo N N N N N N 0 0 0 O 0 -� o v —NN00D8CD001V AAWNAA O — N � ? j O A V 0 0 0 -ncn • CD A000 V V V V 0)00o000Cn0000 :3 . 3 82252 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v 3 O N N N Nila ------------- 0000 0 m � � • N N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CD 2 V a N X X X X X X X X X X X X X X X X X 0 0 • O O O O O O O O O O O O O O O O O XCC • 0 zr =r :T = =T zrzrzrzrCn � v X X v ------------- _.o 0 O hi O O O O O A V 0 0 0 0 W AVAM VOOD� CnCD6� AACnV� � 7 n 0 W P :,4 W P .00 mNCn N�� o OOOOOOOOOOOOOOOOO pCj3 22227 co 0 0 cn ONNNNIO m fl: ------ 130000 CD 9 -+ --+N � W W W W W NNNNNAA r� 00 OOCJ1000 N0 N (b V 000Cn000 Z) o Cn00cn p O Cn P .CP p Cn Cn Cn Cn Cn OO m 0 0 0 0 Co 0 0 0 0 0 0 0 0 0 0 0 0 --a O v < Ar0 Return Branch Detail Table Grille Htg Clg TEL I Design I Veloc I Diam I H x W Stud/Joist Duct Name I Size(in) I (cfm) I (cfm) I (ft) I FR I (fpm) I (in) I (in) I Opening (in) I Matl I Trunk rb2 I Ox 0 1 613 604 190.0 1 0.014 389 17.0 Ox 0 1 1 ShMt I rt3 rb9 I Ox 0 I 5871 5961 182.0 I 0.0151 3781 17.01 Ox 0 I I ShMt I rt3 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt3 Peak AVF 1200 1200 0.014 455 22.0 0 x 0 ShtMetl 2018-Dec-03 23:35:06 � ti wrightsoft* Right-Suite®Universal 2017 17.0.17 RSU17457 Page 2 /'CCK ...coraro Beach House, 1171 Beach Ave,Ad Bch.rup Calc=MJ8 Front Door faces: 5 Y m � C N (V r — — — CN N a y y N ------------ U N rs O O O O O O O O O O O O O O O O O O O O O O O O ao W OOOOOOlnO000000 X000 Lo0000r1) N �J Cl) MCOQNNNM - Mv Mcn Mv 'tvMM `DI' yopoog V T _� � OINNNN _ m Co �_ _ _= E 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C C C CZ U ('6C6 N (D N4 D M ('M In CP OCh fMO QJ W M(D— — NN V r` � q rl- MMMMC3r- V NO V 000 (0Mg `- N O O G O(O O p _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ O fA(n(n fn(n(n fn(n fn fn Cn(n fn (n fn fn(n (n fn Cn fn fn Cn fn X v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y� = X X X X X X X X X X X X X X X X X X X X X X X X •� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i 00008 �* N N N N O 0 0 0 0 0 0 0 0 0 0 0 0 0 0P 0 0 0 0P 0 00 0 E C (0 r--r-- co co r-- D � (Dui ( "tr` r- r- (ri(D0co000)I- rr` U) N '++ C C C C C VLL = 00a (OMO d r 00 (00 COOOMr� mr—CDC w W LO V � � NLOM V �� I-- p� (Up O Opp `- p�LL 8000OO � 00000000000 a U • N O O O O O O p p p p O 0 0 0 0 0 0 0 0 0 p p p pco o tY LL _ O a m z N 3 0 � 0 � � (D O MOMNr� NN � apO O +-' OE � mcR cD ti � N u) w OLOW M "TM M (0 CD r`N .�° 11 /A = U O y • U �..' r r r N U m U > 4-1 0OD OOM0�� 0 (D ww LOW— ANN Ma MMM ` E CT� CD r-r- � hNMCD (DN � MOOMLA LOrl- N .- m m a `o O m I U 4i Q ++ M aa) -------------------- �' a' u '.� U a O r`MM(M LO M Lo O N (o LO— MO I- � MOm InN r r OOO LO(D wM00 MOw CN co NN n O M CAN rn Q ZI C Q 0 (o (DNN N m M M N N M m c c Ii > W o �- O a� N H to N 4� :3 .D L U LLL U U 0 = = = 0 = -r- U U O = U U U U U L U 4 o p w `—° m Q (� O_(0 N a) ,� m ' U U E c 3 y O d o 5 i0 7• O > � ' { o � Ui .0 ` U m t o d m m ¢ TT 3 c0 w (6� Z ¢ m m n n a o o Z m m m > E f E l m >�iA (6 M y a c� d h m m m m m n a d d m m ? ? L L --- . N N N N N U U N (6 Q 3 7 m m d m m d a-i o 0 0 0 0 �, 0 � m m m m m x 2 > 7 0 U p m m m m m m m m U U U U S S x � s rn \\ w WdQ(pJQH Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk SO Peak AVF 1168 1171 0.013 443 22.0 0 x 0 ShtMetl st2 I Peak AVF I 358 I 355 I 0.040 I 455 I 12.0 I 0 x 0 I ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam I H x W I Stud/Joist I Duct Name Size(in) I (cfm) I (cfm) I (ft) FR I (fpm) I (in) I (in) Opening(in) Matl Trunk rb4 I Ox 0 1 432 429 111.0 1 0.024 404 14.0 Ox 0 1 1 ShMt rb3 I Ox 0 1 3001 3041 196.0 1 0.0131 2841 14.01 Ox 0 1 1 ShMt I rt2 rb5 I Ox 0 1 1761 1861 176.0 1 0.0151 2811 11.01 Ox 0 1 1 ShMt I rt2 rb6 I Ox 0 1 1631 1721 167.0 1 0.0161 2611 11.01 Ox 0 1 1 ShMt I rt2 rb7 I Ox 0 1 2361 2231 103.0 1 0.0251 3581 11.01 Ox 0 1 1 ShMt I rt2 rb8 I Ox 0 I 2931 2851 114.0 I 0.0231 3731 12.01 Ox 0 I I ShMt I rt2 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 1168 1171 0.013 443 22.0 0 x 0 ShtMetl 2018-Dec-03 23:35:06 . wrightsoft' Right-Suite&Universal 2017 17.0.17 RSU17457 Page 4 Z& ...cora,.Beach House,1171 Beach Ave,Ad Bch.rup Calc=MJ8 Front Door faces: S OFFICE COPY tntertek Code Compliance Research Report Total Quality.Assured. CC R R-1063 Revision Date: 09-25-2017 Renewal Date: 01-01-2018 DIVISION:07 00 00—THERMAL AND MOISTURE 2.0 STATEMENT OF COMPLIANCE PROTECTION Section:07 2100—Thermal Insulation SEALECTION® 500 complies with the Codes listed in Section 1.1, for the properties stated in Section 1.2, and uses stated REPORT HOLDER: in Section 1.3, when installed as described in this report, Demilec USA,Inc. including the Conditions of Use stated in Section 6. 3315 E.Division Street Arlington,TX 76011 (817)640-4900 3.0 DESCRIPTION www.demilec.com infor@demilec.com 3.1 Materials: REPORT SUBJECT: 3.1.1 SEALECTION® 500: SEALECTION® 500 is a two- SEALECTION®500 Spray-Applied Polyurethane Foam component, open-cell, spray-applied foam plastic Insulation insulation. The insulation is produced in the field by combining an isocyanate(Component A)with a proprietary 1.0 SCOPE OF EVALUATION resin (Component B), resulting in insulation with a nominal density of 0.5 pcf. Both insulation components have a shelf 1.1 This Research Report addresses compliance with the life of one year when stored in unopened containers at following Codes: temperatures between 50°F and 100°F before installation. 2015,2012,and 2009 International Building Code®(IBC) 2015,2012,and 2009 International Residential Code' 3.1.2 Intumescent Coatings: (IRC) 2015,2012,and 2009 International Energy Conservation 3.1.2.1 Blazelok`" IB4: Blazelok'" IB4, manufactured by Code®(IECC) TPR2 Corporation, is a one-component, water-based liquid coating with specific gravity of 1.3. Blazelok'" I134 is NOTE: This report references 2015 Code sections with supplied in 5-gallon pails and/or 55-gallon drums and has a [2012 and 20091 Code sections shown in brackets where shelf life of one year when stored in factory-sealed they differ. containers at temperatures between 45°F and 90°F. 1.2 SEALECTION11 500 has been evaluated for the following 3.1.2.2 Andek Firegard'": Andek Firegard, manufactured properties(see Table 1): by Andek Corporation, is a one-component, water-based Surface-burning characteristics coating with specific gravity of 1.37. Andek Firegard is Thermal resistance supplied in 5-gallon pails and has a shelf life of one year Physical properties when stored in factory-sealed containers at temperatures Air Permeability between 45°F and 90°F. Alternatives to thermal barriers Alternatives to ignition barriers 3.1.2.3 No-Burn® Plus XD: No-Burn® Plus XD, manufactured by No-Burn, Inc., is a translucent aqueous 1.3 SEALECTION®500 has been evaluated for the following liquid in 1- and 5-gallon pails and 55-gallon drums. The uses(see Table 1): coating has a shelf life of three years when stored in a Use as nonstructural insulation on or in interior and factory-sealed container at temperatures between 40°F exterior walls,floors,and under roof decks and 90°F. Use in Type I, II, III, IV,and V construction under the IBC and construction under the IRC j 545 E.Algonquin Road •Arlington Heights• Illinois• 60005 1� intertek.com/building Intertek PCM101 Ve s.or 6 A,a t 1,1017 S' -COR-ON-40b Lon Code Compliance Research Report CCRR-1063 Page 2 of 7 3.1.2.4 Blazelok'" TBX: BlazelokT" TBX, manufactured by foam plastic insulation must not be used in electrical outlet TPR2 Corporation, is a one-component, water-based liquid or junction boxes, or in contact with rain or water. The coating with specific gravity of 1.3. Blazelok" TBX is insulation is not intended for installation to the exterior of supplied in 5-gallon pails and/or 55-gallon drums and has a below-grade walls or beneath slabs-on-grade. The shelf life of one year when stored in factory-sealed substrate must be free of moisture, frost or ice, loose containers at temperatures between 457 and 907. scales, rust, oil, and grease. The insulation must be protected from the weather during and after application, 3.1.2.5 DC 315 Fireproof Paint: DC315, manufactured by unless approved specifically by Demilec USA. International Fireproof Technology, Inc., is a one- component, water-based, liquid coating with a specific 5.2 Application: The insulation is spray-applied on the gravity of 1.3. DC 315 is supplied in 5-gallon pails and/or jobsite using spray equipment specified in Demilec USA 55-gallon drums and has a shelf life of one year when published installation instructions. SEALECTION® 500 can stored in unopened factory-sealed containers between be installed in one pass (or lift). Where multiple passes (or 50"F to 80°F. lifts) are required, the cure time between passes is negligible. 4.0 PERFORMANCE CHARACTERISTICS 5.3 Thermal Barrier: 4.1 Surface-burning Characteristics: When tested in accordance with ASTM E84 at a maximum thickness of 5.3.1 Application with a Prescriptive Thermal Barrier:The 4 inches, the insulation has a flame-spread index of 25 or insulation must be separated from the interior of the less and a smoke-development index of 450 or less. building by an approved thermal barrier of 1/2 inch thick SEALECTION®500 can be installed at greater thicknesses as gypsum wallboard or an equivalent 15-minute thermal described in Sections 5.3 and 5.4.2 of this report. barrier complying with IBC Section 2603.4 or IRC Section R316.4, as applicable, except where installation is in an 4.2 Air Permeability: The insulation, at a minimum attic or crawl space as described in Section 4.4. When the thickness of 3-1/2 inches, is considered air-impermeable insulation is separated from the interior living space of the insulation in accordance with 2015 IBC Section 1203.3 [not building with minimum 1/2 inch thick gypsum board, the applicable in the 2012 and 2009 IBC],or IRC Section R806.5 maximum thickness is not limited. Under the 2015 IRC, a [2009—R806.41 based on testing in accordance with ASTM thermal barrier of minimum 23/32 inch thick wood E283 and ASTM E2178. structural panel is also permitted and the thickness is not limited. 4.3 Thermal Resistance (R-value): The insulation has thermal resistance (R-value), at a mean temperature of 5.3.2 Application without a Prescriptive Thermal Barrier: 75°F,as shown in Table 2. SEALECTION® 500 may be installed without the 15-minute thermal barrier prescribed in IBC Section 2603.4 and IRC 5.0 INSTALLATION Section R316.4, when installed as described in this section. The insulation may be spray-applied to the underside of 5.1 General: SEALECTION® 500 must be installed in roof sheathing or roof rafters, and/or vertical surfaces accordance with the manufacturer's published installation provided the assembly conforms to one of the assemblies instructions,the applicable Code,and this Research Report. described in Table 3. The coatings identified in Table 3 A copy of the manufacturer's instructions must be available must be applied over all surfaces and in accordance with on the jobsite during installation. The installation the coating manufacturer's installation instructions and this requirements in Sections 5.1 through 5.4 apply to all types report. Surfaces to be coated must be dry, clean, and free of construction. of dirt, loose debris, and other substances that could interfere with adhesion of the coating. The coating is The insulation must be stored at temperatures between applied with low-pressure airless spray equipment. 50`F and 100°F and must not be used in areas that have a maximum service temperature greater than 180"F. The 545 E.Algonquin Road •Arlington Heights• Illinois• 60005 intertek.com/building Intertek PCA401 V rs:_)n:6 A;A 12017 S`1 CCRR-OP-40b Lon Code Compliance Research Report CCRR-1063 Page 3 of 7 5.4 Attics and Crawl Spaces: intumescent coating is used,surfaces to be coated must be dry, clean, and free of dirt, loose debris, and any other 5.4.1 Application with a Prescriptive Ignition Barrier: substances that could interfere with adhesion of the Where SEALECTION® 500 is installed within attics or crawl coating. The intumescent coating must be applied to all spaces,and where entry is made only for service of utilities, surfaces in accordance with the respective coating an ignition barrier must be installed in accordance with IBC manufacturer's installation instructions. The coating must Section 2603.4.1.6, or IRC Sections R316.5.3 and R316.5.4, be applied when ambient and substrate temperatures are as applicable. The ignition barrier must be consistent with above of 50°F unless otherwise permitted by the the requirements for the type of construction required by intumescent coating manufacturer's installation the applicable Code, and must be installed in a manner so instructions. that the foam plastic insulation is not exposed. The insulation, as specified in this section, may be installed in When installed in accordance with this section, the unvented attics and unvented enclosed rafter assemblies in insulation may be installed in unvented attics as described accordance with 2015 IBC Section 1203.3 or IRC Section in this section in accordance with 2015 IBC Section 1203.3 R806.5 [2009—R806.4]. or IRC Section R806.5 [2009 — R806.4], when applied at a minimum thickness of 3-1/2 inches. 5.4.2 Application without a Prescriptive Ignition Barrier: SEALECTION® 500 insulation may be installed in attics and 5.4.3 Use on Attic Floors: SEALECTION® 500 insulation crawl spaces without the ignition barrier prescribed in IBC may be installed between and over joists in attic floors in Section 2603.4.1.6, and IRC Sections R316.5.3 and accordance with this section, conditions a. through f. of R316.5.4, as described in Section 4.4.2.1, subject to the Section 5.4.2, and Table 4 based on testing in accordance following conditions: with AC377 Appendix X. The insulation must be separated from the interior of the building by an approved thermal a. Entry to the attic or crawlspace is only to service utilities barrier. and no storage is permitted. b. There are no interconnected attic or crawl space areas. 5.4.4 Unvented Attics: Demilec USA has conducted end c. Air in the attic is not circulated to other parts of the use configuration testing(per IBC Section 2603.9 [2603.10] building. and IRC Section R316.6) and analysis to qualify the use of d. Attic ventilation is provided when required by IBC SEALECTION® 500 insulation without a prescriptive ignition Section 1203.2 or IRC Section R806.1, as applicable, barrier or intumescent coating in unvented attics except when insulation is permitted in unvented attics conforming with 2015 IBC Section 1203.3 or IRC Section in accordance with 2015 IBC Section 1203.3 [not R806.5 [2009 — R806.41. (Note that unvented attics were applicable under the 2012 or 2009 IBC], or IRC Section not addressed in the 2012 and earlier versions of the IBC.) R806.S[2009—R806.4]. The testing and analysis is described in Priest & Associates e. Under-floor (crawl space) ventilation is provided in EEV 10362b, dated April 18, 2016. The conclusions of that accordance with IBC Section 1203.5 [1203.3] or IRC evaluation (and associated Engineering Letters) are as Section R408.1,as applicable. follows: When SEALECTION® 500 is applied in unvented f. Combustion air is provided in accordance with attics conforming to IBC Section 1203.3 or IRC Section International Mechanical Code® Section 701 [Sections R806.5 [2009 — R806.4] the insulation may be applied to 701 and 703]. the underside of roof sheathing and/or rafters, and to vertical surfaces to a minimum thickness of 3 inches. In attics, the insulation may be spray-applied to the Maximum thickness on the underside of roof sheathing or underside of roof sheathing or roof rafters, and/or vertical on vertical wall surfaces is 13 inches. The insulation may surfaces, provided the assembly conforms to one of the be left exposed to the attic without a prescriptive ignition assemblies described in Table 4. In crawl spaces, the barrier or an intumescent coating. The attic must have insulation may be spray-applied to the underside of floors attic access complying with IRC Section R807, horizontally and/or vertical surfaces, provided the assembly conforms placed in the attic floor and opening outward toward the to one of the assemblies described in Table 4. When an living space. For items penetrating the roof deck or walls, 545 E. Algonquin Road •Arlington Heights• Illinois• 60005 0 intertek.com/building Intertek PCA-,Ot Version:6 Apra 2017 S CCRR-ON-"Ob Lon Code Compliance Research Report CCRR-1063 Page 4 of 7 such as skylight wells or vents, the penetrating item must 6.7 When SEALECTION® 500 insulation is installed under be covered with a minimum of 3 inches of SEALECTION® the conditions of Section 5.4.4 of this report, the following 500 insulation. conditions apply: 5.5 Exterior Walls in Type I,11,111,and IV Construction: 6.7.1 Since the performance of SEALECTION' 500, when installed in unvented attics without a Code-prescribed 5.5.1 When used in or on exterior walls of Types I, II, III,or ignition barrier or an intumescent coating, is based on fire IV construction,the assembly must comply with IBC Section performance of an unvented attic,the installation must be 2603.5 and this section. Intertek Design Listing DUL/FI 30- approved by the Code official. The installation must 05 describes the assembly tested and certified by Intertek conform with the provisions of Section 5.4.4 and as complying with NFPA 285. The potential heat of the Conditions a. through c. and Condition f. of Section 5.4.2. SEALECTION® 500 insulation is 497 Btu/ft2 per inch of A copy of the Priest & Associates Engineering Evaluation insulation thickness with a maximum permitted thickness, (referenced in Sections 5.4.4 and 7.3) must be provided to in any part of the wall,of 3-5/8 inches. the Code official upon request. 5.5.2 Details of exterior wall coverings and fenestration 6.7.2 Signage shall be permanently affixed in the attic and details must be provided to the building official along with shall be visible from all entry points into the attic. The sign an engineering analysis demonstrating that the addition of shall state "Caution, this is an unvented attic by design. No the wall covering and fenestration details will not modification may be made to this unvented condition. The negatively impact conformance of the assembly with the attic shall not be vented. Holes into the unvented attic requirements of IBC Section 2603.5. shall be immediately repaired and sealed. Penetrations of the ceiling or wall membrane between the unvented attic 6.0 CONDITIONS OF USE and living space, other than the horizontal access hatch, must be protected in an approved manner. This unvented 6.1 Installation must comply with this Research Report, attic shall not be used for storage. See Intertek Code the manufacturer's published installation instructions, and Compliance Research Report CCRR-1063 on the Intertek the applicable Code. In the event of a conflict, this report website." governs. 6.8 Use of the insulation in fire-resistance-rated 6.2 The insulation must be separated from the interior of construction is outside the scope of this report. the building by an approved 15-minute thermal barrier, as described in Section 5.3,or by an approved ignition barrier, 6.9 Use of the insulation in areas where the probability of as described in Section 5.4. termite infestation is "very heavy" must be in accordance with IBC Section 2603.8 [2012 - 2603.9, 2009 - 2603.81 or 6.3 The insulation thickness must not exceed that noted in IRC Section R318.4,as applicable. Sections 3.1,5.3,5.4,and 5.5. 6.10 Jobsite certification and labeling of the insulation 6.4 The insulation must be protected from the weather must comply with IRC Section N1101.10 [2012 - N1101.1, during and after application as specified in the 2009-N1101.41 and IECC Section C303.1 or R303.1 [2009— manufacturer's instructions. 303.11,as applicable. 6.5 A vapor barrier must be installed when required by the 6.11 The insulation components are produced in Arlington, applicable Code. Texas, under a quality control program with inspections by Intertek Testing Services NA, Inc.(AA-647). 6.6 The insulation must be applied by contractors approved by Demilec USA. I 545 E. Algonquin Road •Arlington Heights• Illinois• 60005 I F;Y pII'cA intertek.com/building Intertek PCA-101 Vers:xr c A,:! 12017 S= ..CCRR..OP..40b Lon Code Compliance Research Report CCRR-1063 Page 5 of 7 7.0 SUPPORTING EVIDENCE 9.0 OTHER CODES 7.1 Reports of tests in accordance with ASTM C518, ASTM This section is not applicable. E283,ASTM E2178,NFPA 285, NFPA 259,and ASTM E84. 10.0 CODE COMPLIANCE RESEARCH REPORT USE 7.2 Data in accordance with the ICC-ES Acceptance Criteria for Spray-applied Foam Plastic Insulation (AC377), dated 10.1 Approval of building products and/or materials can April 2016; including reports of tests in accordance with only be granted by a building official having legal authority Appendix X. in the specific jurisdiction where approval is sought. 7.3 Priest & Associates Engineering Evaluation, Project 10.2 Code Compliance Research Reports shall not be used 10362b,dated April 18,2016. in any manner that implies an endorsement of the product by Intertek. 7.4 Intertek Listing Report "SEALECTION° 500", on the Intertek Directory of Building Products. 10.3 Reference to the httys://bodirectory.intertek.com is recommended to ascertain the current version and status 8.0 IDENTIFICATION of this report. The SEALECTION® 500 is identified with the manufacturer's name (Demilec USA), address and telephone number, the product name (SEALECTION® 500), the product type (A or B component), the mixing instructions, the flame-spread and smoke-developed indices, date of manufacture, the Intertek Mark as shown below, and the Code Compliance Research Report number(CCRR-1063). a�a Intertek CCRR4HM This Code Compliance Research Report("Report")is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Report.Only the Client is authorized to permit copying or distribution of this Report and then only in its entirety,and the Client shall not use the Report in a misleading manner. Client further agrees and understands that reliance upon the Report is limited to the representations made therein. The Report is not an endorsement or recommendation for use of the subject and/or product described herein. This Report is not the Intertek Listing Report covering the subject product and utilized for Intertek Certification and this Report does not represent authorization for the use of any Intertek certification marks.Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek. 545 E.Algonquin Road •Arlington Heights• Illinois• 60005 Ff intertek.com/building ' °1'' Intertek PCA-101 Version:6 April 2017 IS, cC+R-oP-C�l3 ton Code Compliance Research Report CCRR-1063 Page 6 of 7 TABLE 1-PROPERTIES EVALUATED PROPERTY 2015 IBC 2015 IRC SECTION SECTION 2015 IECC SECTIONI Physical Properties Not required Not required Not required Surface-burning 2603.3 R316.3 Not applicable Characteristics Thermal Barrier/Ignition 2603.4 R316.4 Not applicable Barrier N1101.10 C303.1.1 N1102 C303.1.4 Thermal Resistance 1203.3[1301] [N1102.12, R303.1.4 N1101.11 R303.1.4 [303.3.3 and 3.3.1.2] 1 Section numbers may be different for earlier versions of the International Codes. TABLE 2—SEALECTION®500 THERMAL RESISTANCE(11-values)1,2,3 THICKNESS(inches) R-VALUE(°F.ft2.h/Btu) 1 3.8 3.5 13 4 15 5 19 5.5 21 6 23 7 27 7.25 28 8 30 9 34 9.25 35 10 38 11 42 11.25 43 12 46 13 49 14 53 15 57 1 R-values are calculated based on tested k-factors at multiple thicknesses. 2 R-values less than 10 are rounded to the nearest 1/10`h;greater than 10 are rounded to the nearest whole number. 3 T determine R-values for thicknesses not listed: between 1 inch and 4 inch can be determined through linear interpolation or greater than 4 inches can be calculated based on R=3.8/inch. 545 E. Algonquin Road •Arlington Heights• Illinois • 60005 intertek.com/building Interiek PCA-101 Version:6 April 2017 ,. i CRi?OP wig Lon Code Compliance Research Report CCRR-1063 Page 7 of 7 TABLE 3—ASSEMBLIES WITHOUT A PRESCRIPTIVE THERMAL BARRER Fire Protective Coating Maximum Maximum (Applied to all Foam Surfaces) Coating Insulation Insulation Minimum Thickness(mils) Method Thickness(in.) Thickness(in.) Minimum Vertical Surfaces Ceiling Surfaces Dry film Wet film(dit) (wft) Application Rate Blazelok TBX 7.5 11.5 11 17 1.11 gal/100 ft2 NFPA 286 DC315 7.5 11.5 12 18 1.12 gal/100 ft2 NFPA 286 For SI: 1 inch=25.4 mm;1 mil=0.0254 mm; 1 gallon=3.38 L; 1 ft2 =0.93 m2 TABLE 4—ASSEMBLIES WITHOUT A PRESCRIPTIVE IGNITION BARRER Maximum Maximum Fire Protective Coating Insulation Insulation (Applied to all Foam Surfaces) Coating Thickness(in.) Thickness(in.) Minimum Thickness Method Underside of Roof (mils) Minimum Wall Cavities Sheathing/Rafters Dry film Wet film Application Rate and Attic Floors and Floors (dft) (wft) Blazelok 1134 9.25 11.25 5 9 0.57 gal/100 ft2 Appendix X Andek Firegard 9.5 11.25 10 20 1.00 gal/100 ft2 Appendix X No-Burn Plus 9.5 11.25 6 10 0.6 gal/100 ft2 Appendix X XD DC315 7.25 11.25 3 4 0.3 gal/100 ft2 Appendix X For SI:1 inch=25.4 mm;1 mil=0.0254 mm;1 gallon=3.38 L; 1 ft2 =0.93 m2 545 E.Algonquin Road • Arlington Heights• Illinois• 60005 intertek.com/building ... Intertek PCA-101 Version:6 Apr1 2017 S' CCRR-QP-»Oh OFFICE COPD PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) 0-41r, ,.* , Permit#: � lfS 05414 Prosect Address: � /^�Rv�#, y *Owner/Project Name: 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 2 IKS 2.Sliding 3.Sectional 4. Garage Roll-Up + �' % ,3 5.Automatic 6.Other B.WINDOWS 1.Single hung 2. Horizontal slider 3. Casement �eY a� `,�. ��,�- F! 15 1, 4. Double hung 5. Fixed A GT F/ 6.Awning 7. Pass-through S. Projected 9. Mullion 10.Wind breaker 11. Dual action 12. Other Page 1 of 4 Updated 10/17/18 OFFICE COPY Category/Subi*egory Manufacturer . Product Description Limitation of useState'# Local# E. SHUTTERS 1.Accordion 2. Bahama 3.Storm panels 4.Colonial 5. Roll-up 6. Equipment 7. Other F.STRUCTURAL COMPONENTS 1.Wood connector/anchor 2.Truss plates A, Ae P1 ex F1 /x(-X3 3. Engineered lumber F/ 1,6 3/ 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 -I'ICE COPY Category/Subcategory Manufacturer Product Description Urnitation 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 2. Underlayments ) 57 3. Roofing fasteners 4. Nonstructural metal roof �u�� S ) 5. Built-up roofing 6. Modified bitumen 7.Single ply roofing 8. Roofing tiles 9. Roofing insulation 10.Waterproofing P1 j Dekl 1 2 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 OFFICE 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): � � *Contractor Signature *Company Name: *Mailing Address: 204;77 ��il�. /► �•r *City: ITAr4+/e, *State: ' *Zip Code: 3 223.3 *Telephone Number: e7=ry1 •"/ 67' ,4106 *E-mail Address: 61jJ&G06Jryyibp1AG 49M Cell Phone Number: Fax Number: Page 4 of 4 Updated 10/17/18 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 on lumber values established by others. MiTek _5 RE: J180894-F1 - Pecoraro Beach House MiTek USA, Inc. 6904 Parke East Blvd. Site Information: T mpa, FL 33610-4115 Customer Info: Grider Construction Inc Project Name: Pecoraro Beach House Mode: Customer VI ' Subdivision: Address: 1711 Beach Ave City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there hone, for the building. Name: Christopher Kathe �' License#: 36820 Address: 420 Osceola Ave City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings $how Special Loading Conditions): Design Code: FBC2017P12014 Design Program: MiTek 29/20 8.2 Wind Code: ASCE7-ly Wind Speed: 130 mph V/ Roof Load: 40.0 psf V Floor Load: 65.0 psf ►/ This package includes 65 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 716057843 F-1-01 1/18/19 18 T16057860 F1-16 1/18/19 2 T16057844 _ Fl-02 1/18/19 19 T16057861 F1-17 1/18/19 3 T16057845 F1-02A 11/18/19 20 T16057862 F1-18 1/18/19 4 T16057846 F1-03 1/18/19 21 T16057863 F1-19 1/18/19 5 T16057847 F1-03A 11/18/19___ 22 716057864 F1 20 1/18/19 6 716057848 F1-04 /18/19 23 T16057865 F1-21 1/18/19 7 T16057849 F1-05 18/19 24 T16057866 F1-22 1/18/19 8 T16057850 F1-06 _18/19_ 25 T16057867 F1-23 1/18/19 9 T16057851 F1-07 X1/18/19 26 T16057868 F1-24 1/18/19 10 T16057852 Fl-08 - - - - - - _ _ _ �1/18/19 27 716057869 F1-25 _ . 1/18/19 11 T16057853 F1-09 /18/19 28 T16057870 F1-26 1/18/19 12 T16057854 F1-10 1/18/19 29 T16057871 F1-27 1/18/19 13 T16057855 F1-11 1/18/19 30 T16057872 F1 28 1/18/19 - - - - - - - 14 T16057856 F1-12 18/19 31 716057873 F1-29 1/18/19 - - - / - - 15 T16057857 F1 13 - 1/18/19 32 T16057874 F1-30 1/18/19 16 T16057858 F1-14 1/18/19 33 T16057875 F2-01 1/18/19 17 716057859 F1-15 11/18/19 _ '34 T16057876 F2-02 1/18/19 The truss drawing(s)referencd ove en MiTek USA, Inc. under my directb uperw sioneba ed on t epreparedbparameters ,`�%OPp........ UIN provided by Manning Building Supplies. `�.` �,.��G E NS�. Truss Design Engineer's Name: Velez, JoaquinNo 68182 My license renewal date for the state of Florida is February 28,2021. = *:• �* IMPORTANT NOTE: The seal on these truss component designs is a certification STATE OF that the engineer named is licensed in the jurisdiction(s)identified and that the . designs comply with ANSI/TPI 1. These designs are based upon parameters ;"N shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ��••• O R 1 given to MiTek. Any project specific information included is for MiTek's customers �i ss'�•• • � ��% file reference purpose only,and was not taken into account in the preparation of elFJJO N A',— %% these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Joaquin Velez PE No.68182 should verify applicability of design parameters and properly incorporate these designs MITek USA,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL Date: January 18,2019 Velez,Joaquin 1 of 2 t MiTek® MiTek USA, Inc. RE: J180894-F1 - Pecoraro Beach House 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: Grider Construction Inc Project Name: Pecoraro Beach House Model: Lot/Block: Subdivision: Address: 1711 Beach Ave City: Atlantic Beach State: FL No. Seal# Truss Name I Date 35 IT16057877 F2-03 11/18/19 136 IT16057878 J F2-04 11/18/19 137 IT16057879 JF2-05 11/18/19 138 IT16057880 JF2-06 11/18119 1 139 IT16057881 JF2-07 11/18119 140 IT16057882 IF2-08 11/18/19 141 IT16057883 J F2-09 11/18119 142 IT16057884 IFL2-01 11/18/19 1 143 IT16057885 IA01 11118/19 144 IT16057886 IA02 11/18119 145 IT16057887 IB01 11/18/19 1 146 IT16057888 IB02 11/18/19 147 IT16057889 I C01 11/18/19 148 IT16057890 I CO2 11/18/19 1 149 IT16057891 IC03 11/18/19 150 IT16057892 C04 11/18/19 151 IT16057893 C05 11/18119 152 IT16057894 C06 11/18119 153 IT16057895 D01 11/18119 154 IT16057896 ID02 11/18/19 155 IT16057897 JE01 11/18/19 156 IT16057898 JE02 11/18/19 57 IT16057899 JE03 11/18/19 158 IT16057900 IG01 1/18/19 159 IT16057901 I G02 11/18/19 10 IT16057902 11-1101 11/18/19 161 IT16057903 IH02 11/18119 1 162 IT16057904 IH03 11/18119 163 IT16057905 JK01 11/18119 164 IT16057906 IK02 11/18/19 165 IT16057907 IK03 11/18119 1 2of2 Builder: Job Info: Grider Construction Inc Job: J180894-R 2057 Vela Norte Cir Job: J180894-F1 Atlantic Beach FL 32233 Job: J180894-F2 OFFICE COPY File# Sales: Joe Lenda Design: James Bratcher Pa e'. 1 of 4 Job: Report&Del. Date: Pecoraro Beach House Manning Building Supplies Rep.Date: 1/21/2019 1711 Beach Ave Jacksonville, FL 32256 Atlantic Beach FL 32233 Phone: (904) 268-8225 Fax: (904) 260-2981 Cover Sheet Roof Trusses CITY (Shipping) Base Span OVERHANG CANTILEVER STUB DIAGRAM PLY PITCH LABEL HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 7/12 A01 9-02-06 22-05-00 2 x 4 5 7/12 A02 9-11-10 22-05-00 2 x 4 1 rq 2-ply 0/12 B01 5-07-15 5-10-00 2 x 6 ka 1 0/12 B02 2-09-11 7-10-08 2 x 6 1 7/12 C01 9-02-07 34-07-00 2 x 4 3 7/12 CO2 9-11-11 34-07-00 2 x 4 ® 2x4 2 7/12 CO3 9-11-11 34-07-00 2 x 8 3 7/12 C04 9-11-11 31-00-00 2 x 4 1 2-ply 7/12 C05 9-11-11 34-07-00 2 x 6 3 7/12 C06 9-11-10 22-10-08 2 x 4 5 8/12 D01 8-01-11 21-11-08 2 x 4 10 8/12 D02 8-01-11 21-11-08 2 x 4 1 8/12 E01 7-00-03 20-11-14 2 x 4 3 8/12 E02 7-09-13 20-11-14 2 x 4 1 2x4 2-ply 8/12 E03 7-09-13 20-11-14 2 x 6 2 3.5/12 G01 1-07-03 5-05-00 2 x 4 8 3.5/12 G02 2-03-08 5-05-00 2 x 4 1 2x4 2-ply 3.5/12 H01 6-05-03 10-05-00 2 x 8 1/21/2019 2:44:27 PM James Bratcher-JB7262 1 of 4 Roof Trusses QTY (Shipping) Base Span OVERHANG CANTILEVER STUB DIAGRAM PLY PITCH LABEL HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT 2 3.5/12 H02 6-05-03 10-05-00 2 x 4 2 3.5/12 H03 6-01-09 9-11-08 2 x 4 1 2x6 ® 2-ply 3.5/12 K01 5-00-12 34-07-00 2 x 4 ® 4 3.5/12 K02 5-09-01 34-07-00 2 x 4 1 3.5/12 K03 5-00-122x4 34-07-00 67 9.11-11 1299.07 Floor Trusses CITY CANTILEVER STUB DIAGRAM PLY LABEL DEPTH SPAN LEFT RIGHT LEFT RIGHT 1 V 6 F1-01 24" 11-11-08 4 F1-02 24" 23-01-14 1 F1-02A 24" 23-01-14 8 F1-03 24" 22-11-14 1 F1-03A 24" 22-11-14 1 F1-04 24" 22-04-12 4 F1-05 24" 8-07-06 4 F1-06 24" 3-06-14 1 F1-07 24" 3-06-14 4 F1-08 20" 3-06-14 1 F1-09 24" 8-00-08 4 F1-10 24" 8-00-08 1 F1-11 24" 7-00-06 1 Ft-11 24" 7-00-06 10 F1-12 24" 15-04-06 2 F1-13 24" 10-00-15 1 F1-14 24" 10-00-15 1 F1-15 24" 12-11-14 5 F1-16 24" 13-03-12 8 F1-17 24" 13-00-02 1 F1-18 24" 13-07-04 1/21/2019 2:4427 PM James Bratcher-JB7262 2 of 4 0 N N D pp N N N x < 2 ~ 2 2 S Q Q H F- 2 K N LL J K C7 1 � W J Z O O V W O O N 2 m H 2 E W J a O O N O O O CO o0 M O O O O O W O aO O O O O O O O O O O O O O O O O O O O O O f� Z It m I M T m I I n n I M M M O c0 w m 00 a o O O O o O O O O O O o O O o 0 0 o O O O O CA N M V V M V to a V V a V Ch r- V N N N N Q Q Q U U o 0 0 o b o b o b b ~ ~ W N N N N N N N N N N N N N N N N N N N N N N CO O O N M 7 UJ 1 � m W N N N N N NCV N N N M O O O O O O O O O m � N Q LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LLL OI [T fT fT O m OI OI C C C C C C C C ^l = S S S S S 2 = W � Q 110 O C O N N (p M N r M N I � r Ancillary Items QTY TYPE SIZE LENGTH LABEL 1 Hanger THAC426 THAC426 1@2-ply Rectangular EWP 1 3/4"x 24"2.0E EverEdgeT"LVL (2)26-00-00 BM1 1@2-ply Rectangular EWP 1 3/4"x 24"2.0E EverEdgeT LVL (2)6-00-00 BM2 1@2-ply Rectangular EWP 1 3/4"x 24"2.0E EverEdgeT"LVL (2)10-00-00 BM3 1@2-ply Rectangular EWP 1 3/4"x 24"2.0E EverEdge-LVL (2)10-00-00 BM4 1@2-ply Rectangular EWP 1 3/4"x 24"2.0E EverEdgeT"LVL (2)8-00-00 BM5 1@2-ply Rectangular EWP 1 3/4"x 24"2.0E EverEdge-LVL (2)12-00-00 BM6 1@2-ply Rectangular EWP 1 3/4"x 24"2.0E EverEdgeT"LVL (2)10-00-00 BM7 1@2-ply Rectangular EWP 1 3/4"x 20"2.0E EverEdge-LVL (2)6-00-00 BM8 2 Special Order Special Order Hanger LGUM410-SDS 1/21/2019 2:44:27 PM James Bratcher-JB7262 4 of 4 Client: Grider Construction Date: 1/18/2019 Page 1 of 21 isDesignyM Project: Pecoraro Beach House Designer: James Bratcher Address: 1711 Beach Ave Job Name: J180894 0 Atlantic Beach,FL 32233 Project#: BM1 2.0E EverEdgeT"" LVL 1.750" X 24.000" 2-Ply - PASSE Level:lslStory 6 4 1 3 5 2 at 12' 1 SP 2 SP 247" 43 1/2" 24'7" Member Information Reactions UNPATTERNED Ib(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 410 3086 0 0 610 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 410 5561 0 0 2882 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp—100"F Bearings Bearing Length Cap. React D/L Ib Total Ld.Case Ld.Comb. 1-SP 7.625" 26% 3086/765 3852 Uniform D+0.75(L+C) 2-SP 7.625" 56% 5561/2882 8443 L D+C Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 31689 ft-Ib 15'11 7/8" 92365 ft-Ib 0.343(34%) D+C L Unbraced 31689 ft-Ib 15'11 7/8" 31763 ft-Ib 0.998 D+C L (100%) Shear 5926 Ib 22'1/4" 19950 Ib 0.297(30%) D+C L LL Dell inch 0.108(U2597) 14'1 5/16" 0.586(L/480) 0.180(18%)C L TL DO inch 0.409(U689) 13'3 1/8" 0.782(L/360) 0.520(52%)D+C L Design Notes 1 Fasten all plies using 3 rows of Pneumatic Gun Nail(.120x3.25")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at a maximum of 5'4 7/8"o.c. 6 Bottom braced at bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Tie-In 0-0-0 to 24-7-0 (Span)0-8-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF Floor Load 2 Uniform Top 125 PLF 0 PLF 0 PLF 0 PLF 0 PLF 2nd Story Walls 3 Tie-In 0-0-0 to 24-7-0 (Span)1-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2nd Story Floor 4 Part.Uniform O-M to 15-3-8 Top 35 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3rd Story Attic Wall 5 Part.Uniform 15-3-8 to 24-7-0 Top 125 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3rd Story Wall 6 Tie-In 15-3-8 to 24-7-0 (Span)37-7-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF K Trusses Self Weight 25 PLF Notes a.mi. e For flat roofa wo.Me props,&-g,lo w...nt Manufacturer Info Manning Building Supplies calal.t.d st.anad De.gns is respon.ble only of M Handling&Installation Pond-9 Weyerhaeuser 11155 Philips Pkwy Dr E,FL .wcn,wl.dey�aoy of tfaa oompon.nt b...d on th. t LVLb._rnWnotb.axo,nrsan Seattle.WA 32256 design Criteria and loadings shown. tt is the 2.R.far lo manWac nisr. Pod— info,maan rawonsibIity of the co timer and/or the contr—,lo regarding inafarabon mqR arrant., m 461* www.weyerhaeuser.wm/everedge/ (904)268-8225 . du wmwn.nt s Nltly of Ona inW,d,d fastening delads,beam strength alms,and ooa appucat—anow...fy d.a dims—ns and bads. aPp .I. )'TKYYWIG Lumber 3.D,,ad mat r,ot1,a .d aulLoma 1.D naitions..,gess noad otno d ta.D••'gn a.wm..lop.dga i.lata ally mains nad S su r.^ias ry aarvice rA M now 5.Pru.Ma latonl wppon at bean ,o-to avoid " 2.LVL not lo Ds tr,lad wfin,rsoardant or ooa lalorol duplaamant.M rotationMuss DP40M This design is valid until 7/10/2021 Version 18.40.162 Powered by iStructT. Client: Grider Construction Date: 1/18/2019 Page 2 of 21 isDesign M Project: Pecoraro Beach House Designer: James Bratcher Address: 1711 Beach Ave Job Name: J180894 0 Atlantic Beach,FL 32233 Project#: BM1 2.0E EverEdgeTm LVL 1.750" X 24.000" 2-Ply - PASSE Level:I sl Story (V 12' 1 SP 2 SP 247 3 1/2" 24'7" Multi-Ply Analysis Fasten all plies using 3 rows of Pneumatic Gun Nail(.1200.25")at 12"o.c.. Maximum end distance not to exceed 6" Capacity 0.0 Load 0.0 PLF geld Limit per Foot 244.5 PLF Yield Limit per Fastener 81.5 Ib. Yield Mode IV dge Distance 1 1/2" Ain.End Distance 3" oad Combination Duration Factor 1.00 Notes a»mi«te 6.For ftet mote provide proper drun.ge to prevent Manufacturer Info Manning Building Supplies calalat.d 6trucWrad Designs te r.aponaibl,only of ma Handling&Installation pono-g Weyerhaeuser 11155 Philips Pkwy Dr E,FL so-ucn,nl adequacy of nes component eased on the 1.LVL be.ma muat not be cut or dried Seattle,WA 32256 sago tMeria and loadings shown. It is the 2.Rebr b m- tecto—'. product information naponamay of the.—.nWor ma oonIao m r.--- inate11— ngtenmante, mul6yy WWW.weyerhaeusetcom/everedge/ (904)268-8225 • the component a Nkly of tlts ince fastening detail-,beam aVvngd v.lw..ens ooa .ppli«eon.and to vent' imn the denvooe end lo.d.. .Ppvate mQ(Y= Lumber 3.D.m.gedBe.——at not beuaed (p'C]rOUILllorrtng I.Dry eerv,««rWieona.urd.-noted otherwise e'Daaign.aauma.top W9.n l- Ity,eatrained 2.LVL not b be tre.ted wdh firs nterd-nt or-- 5.Pmv,a I.nral support.t bearing pointe to suck TRUSS DIVIaIOM ptera di.pl.«mom and no.— This design is valid until 7/10/2021 Version 18.40.162 Powered by iStructT. Client: Grider Construction Dale: 1/18/2019 Page 3 of 21 isDesigny" Project: Pecoraro Beach House Designer: James Bratcher Address: 1711 Beach Ave Job Name: J18O894 0 Atlantic Beach,FL 32233 Project ft: BM2 2.0E EverEdge TIM LVL 1.750" X 24.000" 2-Ply - PASSE Level:1st Story --- 5 2 - 9 3 — 10 4 — 3 — 1 rR z, 2, Qo 1 SP 2 SP 4'10 5/8" �3 1/2" 4'10 5/8" Member Information Reactions UNPATTERNED Ib(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 3226 2028 0 0 131 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 4338 2589 0 0 153 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=1O0•F Bearings Bearing Length Cap. React D/L Ib Total Ld.Case Ld.Comb. 1-SP 3.500" 76% 2028/3226 5254 L D+L 2-SP 8.000. 44% 2589/4338 6927 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 7247 fl-lb 27 1/2" 73892 ft-Ib 0.098(10%) D+L L Unbraced 7247 ft-lb 27 1/2" 40759 ft-Ib 0,178(18%) D+L L Shear 2900 lb 2'3 1/2" 15960 Ib 0.182(18%) D+L L LL DO inch 0.008(U6098) 2-65/16- 0.102(L1480) 0.080(8%) L L TL DO inch 0.012(L/3959) 2'6 1/4" 0.136(L/360) 0.090(9%) D+L L Design Notes 1 Fasten all plies using 3 rows of Pneumatic Gun Nail(.120x3.25")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Concentrated load fastener specification is in addition to hanger fasteners if a hanger is present. 4 Girders are designed to be supported on the bottom edge only. 5 Top loads must be supported equally by all plies. 6 Top braced at bearings. 7 Bottom braced at bearings. 8 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform Top 125 PLF 0 PLF 0 PLF 0 PLF 0 PLF 2nd Story Wall 2 Part.Uniform 0-0-0 to 2-8-0 Top 231 PLF 593 PLF 0 PLF 0 PLF 0 PLF F2-02 3 Uniform Top 125 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3rd Story Wall 4 Uniform Top 68 PLF 0 PLF 0 PLF 0 PLF 58 PLF K03 5 Point 1-24 Near Face 247 Ib 635 lb 0l 0l 0 Ib F7-32 Continued on page 2... Notes 0—cal. 6.For cot rooft wovae proper dr.rwge b p.vent Manufacturer Info Manning Building Supplies c.W.t.d Sb ,.d D..gn..reapon.a.only of the Handling 3 Installation pond'"° Weyerhaeuser 11155 Philips Pkwy Dr E,FL ,u rai ad•a..oy of weIt wmpon.N eased bra on the 1.LVL beams moat not b•out or dnKad Seattle,WA 32256 d..gn criand loadings shown. is "a 2.Rafe, b ma.decturer'a product elo—oon r•apon.bairy of the o�•bmer.naor Ire oon-M,b regar ng insmaanon r,q-ern•nts, muk,* www.weyerhaeuser.com/everedge/ (904)268-8225 • • the component —b ky of Ow intended ft-nvq detaib,beam sYengd,-1—and cods Y appfutron,and to venfy td— mons d .ons and bade. epp -l. morym Lumber 3.Damaged Beams must mn be u d `'BUILOind .Dry wZ,—conditrona.uNeu robtl otM.dw a.D.wgn.—top edge i.lebrdy.. a ed 1v vv SiU►/Lll z2.LVL not to be trsabd vNn firs.brdant or corto.ve 5.P.—IabraTauppon at Manrg pointe b avoid Tausa OlYtaION L—I M.pi.cot and roteron This design is valid until 7/102021 Version 18.40.162 Powered by iStructi. - Client: Grider Construction Date: 1/18/2019 Page 4 of 21 isDesignrM Project: Pecoraro Beach House Designer: James Bratcher Address: 1711 Beach Ave Job Name: J180894 0 Atlantic Beach,FL 32233 Project#: BM2 2.0E EverEdgeTm LVL 1.750" X 24.000" 2-Ply - PASSE Level:1st Story 5 2 9 3 — 10 4 1 2- r--3 o 1 SP 2 SP 4'10 5/8" ' 3 1/2" 4'10 5/8" Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 6 Point 2-6-4 Near Face 366 Ib 941 Ib 0I 0l 0 Ib F1-31 7 Point 2-8-0 Top 779 Ib 2002 lb 0l 0l 0l F2-04 8 Part.Uniform 2-8-0 to 4-10-10 Top 161 PLF 414 PLF 0 PLF 0 PLF 0 PLF F2-06 9 Point 2-10-12 Near Face 289 Ib 743 Ib 0l 0l 0 Ib F1-30 10 Point 4-3-0 Near Face 289 lb 743 Ib 0l 0l 0 Ib F1-30 Self Weight 25 PLF Notes onemic.b 6.For ht roob proves.prop.,aain.g.ro w...nt Manufacturer Info Manning Building Supplies calcd,bd sw°n,r.d Deagn.is rewo—N,only of Ins Handling&Installation ponding Weyerhaeuser 11155 Philips Pkwy Dr E,FL stru ml ad.pwcy of ft,oompon.nt based on th, 1.LVLb.am -tnolbecutordrd d Seattle,WA 32256 design cmeda and Ioadirg, .n°wn. It i. tM 2.Rehr m m,nofa—srs wodu sif—b— www.we erhaeuser.com/evered e/ ..pon bdity of th.e.sto—-W.r tn.conb.cror a regarding m.mwfi.n r.aWr. ras. muro-py Y 9 (904)268-8225 tn. component sr:bawy of tn. mended rort.ning debits.b..m.o-.ngth vmw.,and code apprt,eon.,nd b vedry tn.aim.n,i-n„nd ro,a,. ,pp'—I. marc Ca Lumber 3.Dii—polB.--stnot b.wed �sulLoino 1.Dry a.rvioe wMioom,urdsu rood otlxrvd.a 4.D—gn assume'top sags ie l°teraMy reatnin.d vv SUPP iES 2.LVL not to ba trialed with fin retardant or torr--- 5.provide labral upp.rt at bsadrq point.to avoid TRUSS DIVISIO's rare'.I di,pbwm°"land robtion This design is valid until 7/10/2021 Version 18.40.162 Powered by iStruct`" 04 Client: Grider Construction Date: 1/18/2019 Page 5 of 21 isDesignTM Project: Pecoraro Beach House Designer: James Bratcher Address: 1711 Beach Ave Job Name: J180894 Atlantic Beach,FL 32233 Project#: BM2 2.0E EverEdgeTM LVL 1.750" X 24.000" 2-Ply - PASSE Level:1st Story 1 2 3 4 N 2' 1 SP 2 SP 4'10 5/8" ' 3 1/2" 4'10 5/8" Multi-Ply Analysis Fasten all plies using 3 rows of Pneumatic Gun Nail(.1200.25")at 12"o.c..except for regions covered by concentrated load fastening. Maximum end distance not to exceed 6" Capacity 0.0% Load 0.0 PLF geld Limit per Foot 244.5 PLF geld Limit per Fastener 81.5 Ib. geld Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination Duration Factor 1.00 Concentrated Load Fasten at concentrated side load at 1-2-4 with a minimum of(6)—Pneumatic Gun Nail(.1200.25") in the pattern shown. Min/Max fastener distances for Concentrated Side Loads apacity 90.2% Min.3" Min. 1 1/4" Load 441.01b. Total Yield Limit 488.9 Ib. Cg 0.9998 1 112" geld Limit per Fastener 81.5 Ib. geld Mode IV Min. 1 1/4" ° ° U Load Combination D+L Duration Factor 1.00 Min.3" 0 0 Min.5" Concentrated Load 0 0 o � Fasten at concentrated side load at 2-6-4 with a 1.12 minimum of(10)—Pneumatic Gun Nail(.1200.25") in the pattern shown. Capacity 80.2% Min.3" Load 653.51b. Total Yield Limit 814.8 Ib. Max. 12" LMax. 12" — Cg 0.9998 geld Limit per Fastener 81.5 Ib. geld Mode IV Load Combination D+L Duration Factor 1.00 Notes cn.mm.ls 6.For Bat mom provide prop.,&.mage to pr.v.nt Manufacturer Info Manning Building Supplies c.kulmad ft—d Deagns ls roa,,onmbm only of gid Handling S Installation pond"° Weyerhaeuser 11155 Philips Pkwy Dr E,FL .b -I adequacy of Mia c ;,on.nt b...d on M. t,LVL b.amsmostnot b.cvto,&N.d Seattle,WA 32256 ds..n —an. and k.dmo. ane. It is M. 2.afar to m.na.rnror'. product inmrm.bon www.weyerhaeuseccom/everedge/ (904)268-8225 .pen«bdiry of M.dammer-Wo,M. oacmr to regarang inamlmbon mgmremsnm, % Iy e Me component s�i Wity of Me immnda fa mning details.beam saangM gal" and coda apocabon,and to verity Me dim.nsions and keds. approvals ffxyym Lumber 3.Damaged Be m,,tnot bao..d �BUILoino 1.Dry service coMibona.unbu,wtad odarvnse a.Design.tap edge is laterally ro—inad lrUwPL�E4 2.LvL not to be Ir-tad w fire r..rd.nt or wnoerve 6.taProvide,p4 a auppon a[bean,p points m.void m„Imspm m tand, tm omn This design is valid until 7/10/2021 TRUSS DIVISION Version 18.40.162 Powered by iStructT" 1 Client: Grider Construction Date: 1/18/2019 Page 6 of 21 isDesignrM Project: Pecoraro Beach House Designer: James Bratcher Address: 1711 Beach Ave Job Name: J180894 0 Atlantic Beach,FL 32233 Project#: BM2 2.0E EverEdgeTm LVL 1.750" X 24.000" 2-Ply - PASSE Level:1st Story 1 2 3 4 T2' 1 SP 2 SP �c 4'10 5/8" "� '�3 1/2" 4'10 5/8" Multi-Ply Analysis Fasten all plies using 3 rows of Pneumatic Gun Nail(.1200.25")at 12"o.c..except for regions covered by concentrated load fastening. Maximum end distance not to exceed 6" Capacity 0.0% Load 0.0 PLF Yield Limit per Foot 244.5 PLF Yield Limit per Fastener 81.5 Ib. Yield Mode IV Edge Distance 1 1/2" Min.End Distance W Load Combination Duration Factor 1.00 Concentrated Load Fasten at concentrated side load at 2-10-12 with a minimum of(8)—Pneumatic Gun Nail(.1200.25") in the pattern shown. Min/Max fastener distances for Concentrated Side Loads apacity 79.2% Min.3" Min. 1 1/4" Load 516.01b. Total Yield Limit 651.6 Ib. Cg 0.9995 1 112" Yield Limit per Fastener 81.5 Ib. Yield Mode IV Min. 1 1/4" 0 0 Load Combination D+L 0 Duration Factor 1.00 Min.3" 0 Min.5" Concentrated Load r 0 ( 0 Fasten at concentrated side load at 4-3-0 with a 0 0 minimum of(7)—Pneumatic Gun Nail(.1200.25") in the pattern shown. Capacity 90.5% Load 516.01b. Total Yeld Limit 570.1 Ib. Max. 12 LMax. 12" Cg 0.9995 Yield Limit per Fastener 81.5 Ib. 'field Mode IV Load Combination D+L Duration Factor 1.00 Notes prov p,op.r ge p,e„en Manufacturer Info Manning Building Supplies ohsmio.l. 6.For ftat rook id. dr.ino m t 9 9 PP c,lculated atrucwred Deaigns ie meponsible only of the Handling S Installation pro"ding Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural ad.quacy of Mia m wnent based on Me 1.LVL btamamuatrotbacutordriped Seattle,WA 32256 design cntana and loadings shown. It " Ma 2.Rater to mantas rev's product informatron r ;,ontlblliry of Me—neer angor Me contractor te r.garaing inatabbon raquran,enk, multi-My www.wayerhaeuseccom/everedge/ (904)268-8225 e s Me component sueal:wty of Me intanaed fsateningdetail.,beam strengd,valuta,and coda apot,abon.and to verify Me dimension,and leads. approval. `M_TY_'1a1�M1�.�/�11/�1}11/�/N. Lumber 3.Damaged Beams moat not ba uead MBS 1.Dry cervica conditions.urJess noted otMrwis. 4.Design assumes top edge Is Iatamly restrained v J sU PLIES 2.LVL not to be treated with firs retardant or-no— 5. """l.t. �uppon at beanng,oink to avoid TRUSS DIVISION lateral dispta m t and rokbon This design is valid until 7/10/2021 Version 18.40.162 Powered by iStructTM Gia Client: Grider Construction Date: 1/18/2019 Page 7 of 21 isDesign" Project: Pecoraro Beach House Designer: James Bratcher Address: 1711 Beach Ave Job Name: J180894 0 Atlantic Beach,FL 32233 Project#: BM3 2.0E EverEdgeTm LVL 1.750" X 24.000" 2-Ply - PASSE Level:lst Story iar 2' L3 1 SPF 2 SPF 8'10 5/8" �3 1/2" 8'10 5/8" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 400 259 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 400 259 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100*F Bearings Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. 1-SPF 3.500" 13% 2591400 659 L D+L 2-SPF 3.500. 13% 259/400 659 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 1323 ft4b 4'5 5116" 73892 ft-lb 0.018(2%) D+L L Unbraced 1323 ft4b 4'5 5/16" 20467 ft-lb 0.065(6%) D+L L Shear 5771b 6*8" 15960 lb 0.036(4%) D+L L LL DO inch 0.002 4-5 3/8" 0.211(U480) 0.010(1%) L L (U42593) TL DO inch 0.004 4'5 3/8' 0.282(L/360) 0.010(1%) D+L L (L/25857) Design Notes 1 Fasten all plies using 3 rows of Pneumatic Gun Nail(120x3.25")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top braced at bearings. 5 Bottom braced at bearings. 6 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Tie-In 0-0-0toB-10-10 (Span)4-6-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F1-24 Self Weight 25 PLF Notes cn.mroab 6.For fht oof.a—d.proper d,g.to ,,nt Manufacturer Info Manning Building Supplies C.k,4.t.d Sa a,,.d Handling&Installation Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural deq—y.1 . ;K-1 b..d,.n� 1, Seattle,WA 32256 ..,;,n — .,xi 1..d'nMown. It . dta 2.Refer W manufaMref's product information wwwweyerhaeuser.comleveredgel (904)268-8225 '.'_bIq of——.—,.�.'0,.coro ,9,rr*n9 nsts1ston r,qnts, multiply r, oorr�...t _Nkty of � n...d 1,s——,Vm v.I.�_ds .,i.bade. approval. Mcraw Lumber 3,D.m.gsd B.——MW b.—d BUILOing S s 4 D gtop dg,is lassrady restrained ffls ttk'911_9 5�P&ml—lat-1 Wp,d I 1,sarV points W avoid 2 LVL V,,Ud�fir,r,%(d.nt or corrow- I.—I This design is valid until 7110/2021 Version 18.40.162 Powered by iStruCtT. Client: Grider Construction Date: 1/18/2019 Page 8 of 21 isDesignrM Project: Pecoraro Beach House Designer: James Bratcher Address: 1711 Beach Ave Job Name: J180894 0 Atlantic Beach,FL 32233 Project#: BM3 2AE EverEdgeTm LVL 1.750" X 24.000" 2-Ply - PASSE Level:1st Story (V 2 1 SPF 2 SPF 8'10 5/8" ' 3 1/2" 8'10 5/8" Multi-Ply Analysis Fasten all plies using 3 rows of Pneumatic Gun Nail(.1200.25") at 12"o.c.. Maximum end distance not to exceed 6" Capacity 25.3% Load 61.9 PLF Yield Limit per Foot 244.5 PLF Yield Limit per Fastener 81.5 Ib. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+L Duration Factor 1.00 Notes Manufacturer Info Manning Building Supplies cawwated swcmred Deeigne ie reeponaible onry of me Handling&Installation pO"tl"° Weyerhaeuser 11155 Philips Pkwy Dr E,FL atrucwrei ad.q-cy of mia wmponent based on the t_LVL b.amamuetnotbeanorariwa Seattle,WA 32256 design omega and ioadirwa woven. it is fn. z.War m msnutaot * product mforwton reeponaWey of the ousW ,angor the contr.otor to ,g,dng ineteWo requremenm, m,lb ply www.weyerhaeuser.com/everedge/ (904)268-8225 e ma componem sWaWy of the intended fastening detaib,beam strength.awes.and code applic.-end m nerdy me dimension.area wade. approval. TKYVTIG Lumber 3.Damaged Be.—must not be used guiLoona 1.Dry service condition..unwu rated ogwrwile <.Design assumes wp edge is latsretly restrained MBS iu"rkIE t 2.LVL not to be treated vddr fir,retardant or corrosive 5.Provide Wter�l surppon at beanrg points w avoitl mDeS "" latera dmpu met end rotab- This design is valid until 7/10/2021 Version 18.40.162 Powered by 6truct`u 04 Client: Grider Construction Date: 1/18/2019 Page 9 of 21 isDesignTM Project: Pecoraro Beach House Designer: James Bratcher Address: 1711 Beach Ave Job Name: J180894 Atlantic Beach,FL 32233 Project#: BM4 2.0E EverEdgeTA° LVL 1.750" X 18.000" 2-Ply - PASSE Level:1st Story 4 2 — 5 -7 — 1 — 6 — 3 d� 1-6- O D 1 HGUS412 2 HGUS412 �c� "I "13 1/2" Member Information Reactions UNPATTERNED Ib(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 200 1650 0 0 986 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 153 2117 0 0 1553 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100"F Bearings Bearing Length Cap. React D/L Ib Total Ld.Case Ld.Comb. 1- 3.500" 51% 1650/986 2635 L D+C HGUS... Analysis Results 2- 3.500" 70% 2117/1553 3670 L D+C Analysis Actual Location Allowed Capacity Comb. Case HGUS... Moment 5815 fl4b 4'9 9/16" 54029 fl-Ib 0.108(11%) D+C L Unbraced 5815 fl4b 4'9 9/16" 13995 fl-Ib 0.416(42%) D+C L Shear 1740 lb 8' 14963 Ib 0.116(12%) D+C L LL Defl inch 0.014(L/8056) 4'10 1/8" 0.232(L/480) 0.060(6%) C L TL Defl inch 0.037(L/3006) 4'10" 0.309(L/360) 0.120(12%) D+C L Design Notes 1 Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top braced at bearings. 6 Bottom braced at bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wnd 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 3-4-12 1-0-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF Floor Load 2 Tie-In 0-"to 9-8-10 (Span)6-0-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF Conv Frame Roof 3 Uniform Top 133 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Above 4 Tie-In 0-0-0 to 8-7-2 (Span)14-5-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF H02 5 Point 4-4-12 Near Face 46 lb 118 Ib 0 l 0 Ib 0 l F1-21 6 Part.Uniform 5-4-12 to 9-8-10 Near Face 9 PLF 23 PLF 0 PLF 0 PLF 0 PLF F1-20 Continued on page 2... Notes anemi-I. 6.For fiat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies c.Iculat.d stmctured Deagns is r..ponatbl.only of tna Handling 3 Installation po.d.g Weyerhaeuser 11155 Philips Pkwy Dr E,FL aw .I d.,u y of ft.component b...d on the 1.LVL warns moat not be cM or ddued Seattle,WA 32256 design uileria and loadinga shown. It is the 2.Rear to manufaotorer', product inromation r..ponaibd of the ou.tomer anmor the conte to reg,ryng ;^amwtion reydrema^te, ..16-* www.weyerhaeuseccom/everedge/ (904)268-8225 e s Ihs component uvtat ildy of dte intended fastening deteik,beam abengtlt value.,arM cod s�/�}/� appllwbo^,and to verity the dimensions and bads. apm-k //rY7/r�'r f la a III IVl Lumber 3,D.—I;ad Beams must not w u.ad '�`'BUILorr10 1.Dry.ervic.condiw^s,unless rated othemaa S.Pmv de kteral stop on at Ia,nng res o,to —id v -T L.I61< 2.LVL not to w boated wldt fire retardant or—o-o I—al di.pi—m t and rotation �'^ TRU611�R This design is valid until 7/10/2021 Version 18.40.162 Powered by iStructT. Client: Grider Construction Dale: 1/18/2019 Page 10 of 2 isDesignTM Project: Pecoraro Beach House Designer: James Bratcher Address: 1711 Beach Ave Job Name: J180894 0 Atlantic Beach,FL 32233 Project#: BM4 2.0E EverEdgeTm LVL 1.750" X 18.000" 2-Ply - PASSE Level:1st Story 4 2 5--- -- - 7 1 6 3 1 HGUS412 2 HGUS412 9'8 5/8" H3 1/2" 9'8 5/8" ..Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wmd 1.6 Const.1.25 Comments 7 Point 9-7-2 Top 611 lb 0 l 0 l 0 l 717 lb H01 Self Weight 18 PLF Notes e.For mt nob provld.vop•r&—o•to prvntManufacturer Info Manning Building Supplies Co Wabd swomred D•rgn•i•r•eponaa•only or tn• Handling 6 Installation pond'"° Weyerhaeuser 11155 Philips Pkwy Dr E,FL s -I adequ.oy of ft.—Iood•nt b..ed on M. 1 LVL w.m•m".tnotkio— ,die rd Seattle.WA 32256 arte dere. ria and bbinMown.g. It is en 2.We, b momtactur•i• product inlomwGon r.•pon.;bd y or m•a.bm.r.na or 1M oontr.aor w a q inamaan ,q--. m0b-* www.weyerhaeusercom/everedge/ (904)268-8225 • n tln component .uimbifry of tfw inbrw.d brentrp abib.b.•m sb.rptlt vela•..aM wdo sppboadon,and to...ty en drm•nron•.na wad•. appnvak -t /M�� Lumber J.D.magmust •d e..— t M—d ■Y�.•u lrf~Lot no 1.Dry service condition•.unto.s robd otMnnss 4'D..gn.swm•s top"g•n lo—Ity ns s—I �/-U y�lA<ti 2.LVL not to b•treebd viM fir•nbrd.nt or mrtow• S.Provide I.W.1 Wpon at kio—g pointe to.void DIVIaIOM ' b—I ditwl. t ane rm.bon This design is valid until 7/10/2021 Version 18.40.162 Powered by i5tructT" Client: Grider Construction Date: 1/18/2019 Page 11 of 21 isDesignyM Project: Pecoraro Beach House Designer: James Bratcher Address: 1711 Beach Ave Job Name: J180894 0 Atlantic Beach,FL 32233 Project#: BM4 2.0E EverEdgeTm LVL 1.750" X 18.000" 2-Ply - PASSE Level:1st Story 1 fV 1,6„ 1 HGUS412 2 HGUS412 9185/81, H3112" 9'8 5/B" Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails(.1280")at 12"o.c.. Maximum end distance not to exceed 6" Capacity 10.1% Load 27.5 PLF geld Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 Ib. Yield Mode IV dge Distance 1 1/2" Ain.End Distance 3" Load Combination D+L Duration Factor 1.00 Notes 0-.1. 6.For mt nom provide Proper d.inag,to Prevent Manufacturer Info Manning Building Supplies c.lca.md St ned D.sign.i.responsible oNy of m, Handling 3 Installation pom.,; Weyerhaeuser 11155 Philips Pkwy Dr E,FL ab lural.d,Rwry of m,oomponant barred on ma t_LVL b...mwt-1be..ofdread Seattle,WA 32256 d.drdn arteria aM b,dinp atwwn. It fa dw 2.Rater to m.rwhcWnri product infemwdon '..ponsiba"of ore owmman,rw,,d,a oontr.omr m www.weyemaeuseccom/everedge/ (904)268-8225 _ hardening f din. on ra.we nnm, m oo,ia • d,. component ,denenay is tlr immnd,d mamnnrd dabib,bs,m atrargM-1-.,am a appicatron.and m spray n,.eim.nwna end b.da. appnvab �' Lumber 3.Damped Be.—must not W wad ■u 1 l m i ria t.D7 wnioewMitona..,A.-robd otl,ehwiN a.Negn.awmas by edge:.mtanby.—.-d aU_rrl.tE Ti 2.LVL not to be treamd wid,fire r.mrdant or corrowe 5.Pm,ma bmnlnaupport at benrnii poinb m M avoid TRU8a DBfON I.—I diapl.ut and rombon This design is valid until 7/102021 Version 18.40.162 Powered by iStructT. Client: Grider Construction Date: 1/18/2019 Page 12 of 2 isDesignrM Project: Pecoraro Beach House Designer: James Bratcher Address: 1711 Beach Ave Job Name: J180894 0 Atlantic Beach,FL 32233 Project n: BM5 2.0E EverEdgeTm LVL 1.750" X 24.000" 2-Ply - PASSE Level:1st Story 1 3 4 2 • �a 2' 1 SP 2 SP 6'4" �'�3 1/2" 6'4" Member Information Reactions UNPATTERNED Ib(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 76 1389 0 0 925 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 204 3131 0 0 2212 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F Bearings Bearing Length Cap. React D/L Ib Total Ld.Case Ld.Comb. 1-SP 7.125" 16% 1389/925 2314 L D+C 2-SP 3.500" 77% 3131/2212 5343 L D+C Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 3133 ft-lb 3'8 1/8" 92365 ft-Ib 0.034(3%) D+C L Unbraced 3133 ft4b 3'8 1/8" 30736 fl-Ib 0.102(10%) D+C L Shear 3961 Ib 4'1 3/8" 19950 Ib 0.199(20%) D+C L LL DO inch 0.003 3'6 7/8" 0.140(L/480) 0.020(2%) C L (L/25494) TL Defl inch 0.007 3'6 3/4" 0.186(L/360) 0.040(4%) D+C L (L/10275) Design Notes 1 Fasten all plies using 3 rows of SDW22338 at 24"o.c.Maximum end distance not to exceed 12". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Concentrated load fastener specification is in addition to hanger fasteners if a hanger is present. 4 Simpson fasteners applied from a single side of the member use lip values where published. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top braced at bearings. 8 Bottom braced at bearings. 9 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wmd 1.6 Const.1.25 Comments 1 Tie-In 0-0-0 to 6-4-0 (Span)1-0-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF Floor Load 2 Uniform Top 135 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Above 3 Tie-In 0-0-0 to 6-4-0 (Span)25-0-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF E02 Continued on page 2... Notes chemiwb 6.For fbt roofs provide proper tralnage to prevent Manufacturer Info Manning Building Supplies C.kWated Stwotured Designs is reaponable only of d» Handling&Installation po"d.g Weyerhaeuser 11155 Philips Pkwy Dr E,FL atru ml adegwoy of wmponem based on the t.LVL be.mamv.tnotbeout ordrred Seattle,WA 32256 design crReda and b.dir drown. It is du 2.gofer to anWecNrer's product Wo—bon WWW.We 8fhaeUsef.com/evef8d e/ r,Wp bdity of the watomer.nmor the V...,to regarding Wil.b.n mgw.menb, m"rerh Y 9 (904)268-8225 e e the wmponent sW txhty of tM ,nw'ded hat.ning det.ib,beam strength v.luea..M code �M/�e/�� app4p4on,and W verify Ne dimensions aM bads. aPp V.1. rr/�TYY/�Tjj1��''I I Iy a nI N Lumber 3,Damaged Beam.must not M u.ed '�`'BUILOInd 1.Dry eervros canditrona.urdesa rated otMnviae 4.Dealgn.asumecstop dg..W..Vy retrained vv SUrP k"s- 2.LVL not to be trotted with fire to ddant or wnoslve 5.Provide bteral pport t be N point W avoid TRUSS � W-1 diaplawment aM—bon This design is valid until 7/10/2021 Version 18.40.162 Powered by iStructT. Client: Grider Construction Date: 1/18/2019 Page 13 of 2 iSD2SignyM Project: Pecoraro Beach House Designer: James Bratcher Address: 1711 Beach Ave Job Name: J180894 y: 4 Atlantic Beach,FL 32233 Project#: BMS 2.0E EverEdgeTm LVL 1.750" X 24.000" 2-Ply - PASSE Level:1st Story 1 3 4 2 2, 1 SP 2 SP 6'4" 431/2" 6'4" ...Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 4 Point 5-9-4 Near Face 2117 Ib 153 Ib 0 Ib 0 Ib 1553 Ib BM4 Brg 2 Self Weight 25 PLF Notes prov Proper -—mag, prevent Manufacturer Info Manning Building Supplies chemicala 6.For tat�oota id. dr.,n. ro t 9 9 PP Calculated struoared D.rgn.i.r.apon.bl.only a m. Handling 3 Installation p.,hng Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1.LVL be,m.n,ust-1be..ordraed Seattle,WA 32256 design ciom, and loadings abo— It Ia me Z Refer te manufactur.ia product information r ,sibYity of the—tome,,ndfor the oontraotor to ragarohng installation req,ammente, multiyly www.weyerhaeuser.wm/everedge/ (904)268-8225 the component ,rubikty of floe Intended faabnng detect,been,strength wIu ante coda application,and to-nfy Ne dime—ru am pada. PIm-1. r r r�J p Or 0.7 Lumber 3.Damaged Beams moat not be used f1UltOlriO 1.Dry sernce wMNons,urdsu rabd ofherwisa 4.Deagn.--.top edge is laterally restrained S SU'sr.'w tEf 1 LVL not to be treated.ithunless fire mud odt or wnoaive 5.Pmvids lateral support at b-n g pointe to avoid TRUSS gYWON" enteral displacement and rotation This design is valid until 7/10/2021 Version 18.40.162 Powered by iStruct- Client: Grider Construction Date: 1/18/2019 Page 14 of 2 isDesignyM Project: Pecoraro Beach House Designer: James Bratcher Address: 1711 Beach Ave Job Name: J180894 �o��' 4 Atlantic Beach,FL 32233 Project#: BM5 2.0E EverEdgeTm LVL 1.750" X 24.000" 2-Ply - PASSE I Level:1st Story 1 CV 2 1 SP 2 SP 6'4" ' 3 1/2" 6'4" Multi-Ply Analysis Fasten all plies using 3 rows of SDW22338 at 24"o.c..except for regions covered by concentrated load fastening. Maximum end distance not to exceed 12" Capacity 3.6 Load 13.8 PLF leld Limit per Foot 382.5 PLF Yield Limit per Fastener 255.0 Ib. leld Mode Lookup Edge Distance 1 1/2" Min.End Distance 6" Load Combination D+L Duration Factor 1.00 Concentrated Load Fasten at concentrated side load at 5-9-4 with a minimum of(5)—SDW22338 in the pattern shown. Capacity 92.1 r Min/Max fastener distances for Concentrated Side Loads oad 1468.21b. otal Yeld Limit 1593.8 1b. Min.6" Min.5/8 g 1.0000 geld Limit per Fastener 318.8 Ib. 1 1/2" field Mode Lookup Qo QO Load Combination D+C Min.5/8" o C Duration Factor 1.25 C Min.4" a o J Min.6' C C 0 0 o a aaaall L0 0 Min.4" Max. 12" LMax. 12" Notes mem a 6.For flat roma prow•Proper&.q,to prev.rd Manufacturer Info Manning Building Supplies c.I.W.t.e sm<mr•eDa.q..i.r.. ibl..nly.rtn• Handling&Installation nd", Weyerhaeuser 11155 Philips Pkwy Dr E,FL ,tr"ctural adequacy or mi•mmpon•nt baaan on tn• t LVL b m.muatnot b.cut ordrdl•d Seattle,WA 32256 design croons and loading shown. It is the 2.It.%, m mamt—Or, product inmrm,00n r..pon.iwM o1 the'end"Ne wno-.cmr m „grd,,o inatalafwn r,qu manta. mWbvly www.weyerhaeuser.com/everedge/ (904)268-8225 • M• comgn.m a Iny of N• inMnded h•t•nirp e•bib,beam str•npdi valve.,and mde appbcation,and m vrity du d,m•n—na and bads. •Pppvk `/Yj�'ffxyvm Lumber 3.D.—q d Beams must not to uvea '�`'•U It r~l O 1 cs 1.Dry aor corWioon,.unNu mud oewmba a.Design•saumaa mp edge n I.bnfy natraimd v STZ — 2.LVL not m M ir-tad wM fire retardant or."emus 5.Provide lamrul aaWp,M at be,nrp pomp m avoid TRUSS DAMSICIMr mare ei.pl. m t arb rotation This design is valid until 7/10/2021 Version 18.40.162 Powered by StruCtTM Client: Grider Construction Date: 1/18/2019 Page 15 of 2 isDesignrM Project: Pecoraro Beach House Designer: James Bratcher Address: 1711 Beach Ave Job Name: J180894 ,`- 4 Atlantic Beach,FL 32233 Project#: BM6 2.0E EverEdgeTM LVL 1.750" X 24.000" 2-Ply - PASSE Level:1st Story a 3 5 6 1 7 2 *.Y 2' o. o 1 SP 2 SP 6" 11'1 1/8" ' 3 1/2" 11'7 1/8" Member Information Reactions UNPATTERNED Ib(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 767 2861 0 0 461 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 321 2609 0 0 428 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F Bearings Bearing Length Cap. React D/L Ib Total Ld.Case Ld.Comb. 1-SP 7.250" 26% 2861/921 3782 Uniform D+0.75(L+C) 2-SP 5.500" 29% 2609/561 3171 Uniform D+0.75(L+C) Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -42 ft-Ib 6" 73892 ft-Ib 0.001(0%) D+L LL Unbraced -47 ft-Ib 6" 16773 ft-Ib 0.003(0%) D+0.75(L+C)Uniform Pos Moment 7375 ft4b 5'11 3/16" 73892 ft-Ib 0.100(10%) D+L L Unbraced 7899 ft-lb 5'11 7/16" 16773 ft-Ib 0.471(47%) D+0.75(L+C)Uniform Shear 2101 Ib 9'2 1/2" 15960 Ib 0.132(13%) D+L L LL Defl inch 0.006 5'10 15/16" 0.260(L/480) 0.020(2%) 0.75(L+C) Uniform (L/21873) TL Defl inch 0.030(U4174) 5'11 3/4" 0.347(L/360) 0.090(9%) D+0.75(L+C)Uniform LL Cant -0.001 Lt Cant 0.200 0.003(0%) 0.75(L+C) Uniform (2U22215) (2U480) TL Cant -0.003 Lt Cant 0.300 0.010(1%) D+0.75(L+C)Uniform (2U4190) (2U360) Design Notes 1 Fasten all plies using 3 rows of Pneumatic Gun Nail(.120x3.25")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top braced at bearings. 6 Bottom braced at bearings. 7 Lateral slenderness ratio based on single ply width. Notes cMmiab 6.For Flat mors provide proper&,mage m p—nt Manufacturer Info Manning Building Supplies C.Wated Structured Designs is respon.ibl.only or the Handling&Installation pond^° Weyerhaeuser 11155 Philips Pkwy Dr E,FL structural adequacy.(7.oomoonent based on M. 1.LVL booms must rot W cW or ddod Seattle.WA 32256 design critena and loadnya shown. It is dr 2.Rotor m mamdaclurer: product in'—Wn r..ponrblity of m.cu.mm.r.naor tbo=M'm r•wrare ;n mwWn rogWrom.nts, mWb-py www.weyerhaeuser.com/everedge/ (904)268-8225 rs tl» component sWmdry Of tM imm�Wd la—.1 detalb,beam W-9tt,valves,aM bode .ppleab...and to verity the d—nsion.aM bade, .p -k r/Y��1�1yK a�VWIGIG Lumber I Damaged Beams must rot W u d ■U 1 L o 1(10 1.Dry service-M-ns.uNo-rood otborwiae s.D..pn assumes top Op.is laterally ro•traiMd v SUPTL IR6 2.WL not to W treated wiM fin retardant Or—, 5.Pro,W Wteral eW",t at beamq poinb m avoid " /.tete/dwpl•alm t aM r,omon This design is valid until 7/10/2021 TNU660 OM Version 18.40.162 Powered by iStruct'a Client: Grider Construction Date: 1/18/2019 Page 16 of 2 isDesigntM Project: Pecoraro Beach House Designer: James Bratcher Address: 1711 Beach Ave Job Name: J180894 a',vy 4 Atlantic Beach,FL 32233 Project#: BM6 2.0E EverEdgeTM LVL 1.750" X 24.000" 2-Ply - PASSE Level:1st Story F_ a 3 5 6 17 2 a1k 2' 1 SP 2 SP ' 3 1/2" 11'7 1/8" ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Tie-In 0-0-0 to 6-10-8 (Span)4-3-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F1-14 2 Uniform Top 135 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Above 3 Tie-In 0-0-0 to 11-7-2 (Span)7-8-0 Far Face 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF Conv Frame Roof 4 Tie-In 0-6-0 to 11-7-2 (Span)26-0-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 0 PSF DOt 5 Point 0-6-8 Far Face 112 lb 287 lb 0 l 0 l 0 l F1-19 6 Point 7-10-8 Near Face 42 Ib 107 Ib 0 Ib 0 Ib O Ib F1-13 7 Tie-In 8-10-8 to 11-7-2 (Span)2-0-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF Floor load Self Weight 25 PLF Notes 6.For rot roofs pr,vae proper den,age m prevent Manufacturer Info Manning Building Supplies Calculated Structured Dealgns la reapondble only of g Handling S Installation ponding Weyerhaeuser 11155 Philips Pkwy Dr E,FL atr .I adeq—y of MIs oomponent based on Me 1,LVL beam.mu -Ibe..ordraed Seattle,WA 32256 design oriteria end loadings an— It is Ms 2.Rater m rn—fi,carers produ,t informanon erhaeuseccomlevered el responvbdry of MM. On.,".mm.r anaor wnbaaor to regarding insregdm aktion reem nba, ulfiywww.we ly Y 9 (904)268-8225 ...n. the component autabilry of tlx intended fastening detail,beam atrsngd,values,and code appbrabon.and to verily Me dimengons and bads. app al I 1 x 11r m Lumber 3.Damaged Beams must not be used BUILDIIIO uMass a.Design aseunws top edge is laterally restrained 1.D S BUS►SIBS ry service conditlons. noted oMerwiss 5.Provide lateral support at beamq points to avid 2.LVL not to ba trainedv#,fire retardant or cortosive lateral displacement end!rotabin This design is valid until 7/10Y2021 muss Version 18.40.162 Powered by i5truct'4 Client: Grider Construction Date: 1/18/2019 Page 17 of 2 isDesignrM Project: Pecoraro Beach House Designer: James Bratcher Address: 1711 Beach Ave Job Name: J180894 0 Atlantic Beach,FL 32233 Project#: BM6 2.0E EverEdgeTm LVL 1.750" X 24.000" 2-Ply - PASSE Level:list Story 1 2 <V 2 1 SP 2 SP ' 3 1/2" 11'7 1/8" Multi-Ply Analysis Fasten all plies using 3 rows of Pneumatic Gun Nail(.120x3.25")at 12"o.c.. Maximum end distance not to exceed 6" Capacity 29.0% Load 70.9 PLF geld Limit per Foot 244.5 PLF geld Limit per Fastener 81.5 Ib. geld Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+C Duration Factor 1.25 Notes on 1. 6.For flat mots povWe prop,,drairop•to prev•nt Manufacturer Info Manning Building Supplies CA.A.t•d 61rucNrad D..igns i.r.spon.bla only of do Handling a Installation pond"° Weyerhaeuser 11155 Philips Pkwy Dr E,FL stru rat ad,,q y of Moompon•nt b—d on tn• I.LVL 1,a—m„t not a o,A o,orad Seattle,WA 32256 d•.ipn uilena and b,d..g. shown. It of the 2.Rater to m,nuf—er's podW Information www.we erhaeuser.com/evered e/ .—r.r C of t;,o�.mm.t angor f oonb,ohr m raga.ang in.hwnon ra qd,a anh, nd!oodr Y 9 9042688 e • M• component di—n of d int•ntlsd hWnvp dahib,boom.trangN�.Iuss,ana ooa 225 I��appication.and h wnfy tits a�m.n.ions aw loads. ,pprowh Lumber 3.D.—gad Baams—,rt not ba u.ad INUILOing 1.Dry wrvice wnditlons,urp.0 noted otlNrwlae e.D..qn--top adg.i.I.Wraky rast a-d Z U r LtZ i 2.LVL rwt to W baand fin rahrd,nt or mrrosiva 5.PmvNa W-1 support at baanng pointe to avoid TRD� ' I.—I di•pI w .nt and rohEon This design is valid until 7/1012021 Version 18.40.162 Powered by iStructTM Client: Grider Construction Date: 1/18/2019 Page 18 of 2 isDesignrM Project: Pecoraro Beach House Designer: James Bracher Address: 1711 Beach Ave Job Name: J180894 0 Atlantic Beach,FL 32233 Project#: BM7 2.0E EverEdgeTm LVL 1.750" X 24.000" 2-Ply - PASSE Level:1st Story 3 1 2 t 2' 1 LGUM410-SDS 2 LGUM410-SDS 9'4 3/4" ' 3 1/2" 9'4 3/4" Member Information Reactions UNPATTERNED Ib(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 1636 2401 0 0 1221 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1636 2401 0 0 1221 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100"F Bearings Bearing Length Cap. React D/L Ib Total Ld.Case Ld.Comb. 1- 8.875" 18% 2401/2143 4545 Uniform D+0.75(L+C) LGUM... Analysis Results SDS Analysis Actual Location Allowed Capacity Comb. Case 2- 8.875" 18% 2401/2143 4545 Uniform D+0.75(L+C) Moment 6984 ft4b 4'8 3/8" 73692 fl-Ib 0.095(9%) D+L L LGSM... SDS Unbraced 7860 ft4b 4'8 3/8" 21529 fl-Ib 0.365(37%) D+0.75(L+C)Uniform Shear 2704 Ib 2'8" 15960 lb 0.169(17%) D+L L LL DO inch 0.010(L19247) 4'8 7/16" 0.202(L/480) 0.050(5%) 0.75(L+C) Uniform TL DO inch 0.022(L14361) 4-87/16- 0.269(L/360) 0.080(8%) D+0.75(L+C)Uniform Design Notes 1 Fasten all plies using 3 rows of Pneumatic Gun Nail(.1200.25")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top braced at bearings. 6 Bottom braced at bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Tie-in 0-0-0 to 9-4-12 (Span)17-5-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F1-14 2 Uniform Top 135 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Above 3 Tie-In 0-0-0 to 9-4-12 (Span)26-0-0 Top 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF D01 Self Weight 25 PLF Notes a» I. 6.For flat r00%provae prop,,a.m.y.m Prevent Manufacturer Info Manning Building Supplies c.Imlatad swowrad Dsi9,,u,.ap"bi,only a tha Handling 6 Installation Pond-B Weyerhaeuser 11155 Philips Pkwy Dr E,FL _.I.,iaq—y of 1188 rA,npon.nt b.a.d on M 1.LVL barna must not a oW.,orad Seattle.WA 32256 chap, — and badnpa abown. It is ma 2 AV,, W ma,W—ra- Wod-t Wo—bon WWW.We efhaeU$ef.COmleVefed e/ =...W of me wstome,-Vo,the cm,trsaor. rao.,dna .+ataftb.. ,.q.—nia. mNbply Y 9 (904)268-8225 the compo,-nt —u kly of e- intand.d ta—g d—la,ba.m strength values,and rnm ,ppb—n,and W...ty tha dim.naions,M loads, epi--h mMMM Lumber 3.Dam.p.dB.——at notl»us.d aulLorno 1.Ory u condNon.."Naas rood olMrvdae 4.Deapn..sums.top ado.i.I.taratry mahai d ��{�777��s)sur,Lt[s 2.LVL not to ba trwhd with late relard.nt or wrtoay. 5.Pmvida lateral support.1 t,a—W points W avoid I.—I d.plaoam.nt.m,ot,uon This design is valid until 7/102021 Version 18.40.162 Powered by i5tructT. Client: Grider Construction Dale: 1/18/2019 Page 19 of 2 isDesignTM Project: Pecoraro Beach House Designer: James Bratcher Address: 1711 Beach Ave Job Name: J180894 y4 Atlantic Beach,FL 32233 Project x: BM7 2.0E EverEdgeTm LVL 1.750" X 24.000" 2-Ply - PASSE I Level:1st Story CV 2 1 LGUM410-SDS 2 LGUM410-SDS 9'4 3/4" 1/2" 1/2" 9'4 3/4" Multi-Ply Analysis Fasten all plies using 3 rows of Pneumatic Gun Nail(120x3.25")at 12"o.c.. Maximum end distance not to exceed 6" Capacity 98.0 Load 239.5 PLF Yield Limit per Foot 244.5 PLF field Limit per Fastener 81.5 Ib. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+L Duration Factor 1.00 Notes a,.miae 6.For net mote provide proper drainage to prevent Manufacturer Info Manning Building Supplies c.ted.ted stmcwred Deeigns ie reeponeibt.onq of the Handling F Installation pontl'"g Weyerhaeuser 11155 Philips Pkwy Dr E,FL aucturel adeq—y of thte component b.eed on tris 1.LVL beam.mmtnotbecin orddged Seattle,WA 32256 design criteria and badinga shown. ¢ �e tre =_Refer to mamm+"r.;e product intormab n www.we erhaeuser.com/evered e/ aponsibe or the wtem.r.nmor the oontr.dor to regarding installation reauimmente, mulUyty Y 9 (904)268-8225 Z component —Nkty of Ne intended teet—g dated,be.m strength v.Yiues,.rM ooee ayra��y�e�s� appliceoon.and to verity the dim...ne and loads. appmvak I I )�III N Lumber 3.Damaged6eamamuetnottoe used suiLotno to void poi 1.Dry-11c.coMiGons,untesa ratetl otherwise 4.Design a=.top edge Is btenlly restrained d,iU r�tEi 2.LVL not to be treated wiM fire rebrdant or corrosive 5. rowde tabr�Subead rpporttaat rp nts . 01,413M0N wterat diwla me ns rotebon This design is valid until 7/10/2021 TRues Version 18.40.162 Powered by i5tructTu Client: Grider Construction Date: 1/18/2019 Page 20 of 2 isDesignTM Project: Pecoraro Beach House Designer: James Bratcher Address: 1711 Beach Ave Job Name: J180894 0 Atlantic Beach,FL 32233 Project#: BM8 2.0E EverEdgeTm LVL 1.750" X 20.000" 2-Ply - PASSE Level:2nd Story 2 1 4 1 SP 2 SP 5'2 1/2" '43 1/2" 5'2 1/2" Member Information Reactions UNPATTERNED Ib(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 1241 981 0 0 140 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1433 1133 0 0 162 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100eF Bearings Bearing Length Cap. React D/L Ib Total Ld.Case Ld.Comb. 1-SP 3.500" 32% 981/1241 2222 L D+L 2-SP 8.000" 16% 1133/1433 2566 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 2220 ft4b TY 52603 ft-Ib 0.042(4%) D+L L Unbraced 2220 ft4b 2'5" 31146 ft-Ib 0.071(7%) D+L L Shear 1665 Ib 1'10 5/8" 13300 Ib 0.125(13%) D+L L LL Defl inch 0.003 2'5" 0.110(U480) 0.030(3%) L L (U17793) TL Defl inch 0.005(U9936) 2'5" 0.147(U360) 0.040(4%) D+L L Design Notes 1 Fasten all plies using 4 rows of Pneumatic Gun Nail(120x3.25")al 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top braced at bearings. 6 Bottom braced at bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Tie-in 0-0-0 to 5-2-8 (Span)21-0-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F2-07 2 Tie-In 0-0-0 to 5-2-8 (Span)4-8-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F2-08 3 Uniform Top 125 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Above 4 Uniform Top 68 PLF 0 PLF 0 PLF 0 PLF 58 PLF K03 Self Weight 20 PLF Notes =h.—I. 6.For Mt r.oft provide proper dreinege to prevent Manufacturer Info Manning Building Supplies C.IoW.t.d stru=mr.d D.sign.l.e.pa 1,4.only of the Handling&Installation pond^° Weyerhaeuser 11155 Philips Pkwy Dr E,FL strootural adeq" y of 6.,oomponem b...d on the 1,LVL beam,muatmlbeou<ordnged Seattle.WA 32256 deign Mena and bad,ngs sho— It u; de 2.Refer to m.nulac4reri product informebon r..pon 1n1 of the—tomer.rw.r de contr,—te reg.reng meele5on eq-.—nt.. mWb-ply www.weyerhaeuser.com/everedge/ (904)268-8225 on— th.na b vanent air idyiwnaf.nd boas nded t etenb g d.hlb,team.X itn-1— .red code m �I N y+ ppvtl. Lumber a.D.m.g.d Be.—react not be u..d N U I L O I ncs 1.Dry wM coerm ndneon.,unles.noted eOee 4'Deign assumes top edge Is Isenuy restrained �U r�It9 2.LVL not to W treated w fire r rd.nt or cortoaive 5.P—de eterul r'wpon at be.nng pointe to avoid e TRIM ' W-1 d1 m t.nd mtebon This design is valid until 7/10/2021 Version 18.40.162 Powered by iStructTM Client: Grider Construction Date: 1/18/2019 Page 21 of 2 isDesignyM Project: Pecoraro Beach House Designer: James Bratcher Address: 1711 Beach Ave Job Name: J180894 0 Atlantic Beach,FL 32233 Project#: BM8 2.0E EverEdgeTm LVL 1.750" X 20.000" 2-Ply - PASSE Level:2nd Story 1 SP 2 SP 521/2" H3 1/2" 5'2 1/2" Multi-Ply Analysis Fasten all plies using 4 rows of Pneumatic Gun Nail(1200.25") at 12"o.c.. Maximum end distance not to exceed 6" Capacity 88.6 Load 288.8 PLF Yield Limit per Foot 326.0 PLF Yield Limit per Fastener 81.5 Ib. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+L Duration Factor 1.00 Notes a.mio.b e.For at roofs Provide pm,oer dr.nege so P.v.nt Manufacturer Info Manning Building Supplies cel-•ted s—.,.d Dennis is re.P.n.bl.only of— Handling&Installation POnd'"B Weyerhaeuser 11155 Philips Pkwy Dr E,FL stru furl eaQwoy Wfres wmponent besed on u,. 1,LVL11mr,et not be—or dried Seattle,WA 32256 de.gn a.na and bedinp. eho— It . p,. 2.Rater b --f—er'. pod— .1.—don r.epon.bdq of me o�.tem.r.nw.r Ire oo,m.wr b r.g.rctng Inebabon r.Qur.m.nb, mwbyYiy www.weyerhaeuser.wmleveredgel (904)268-8225 .PO_U. tlts cornwrent w,taGNy of tM Intended festering detain.beam sW.nA-lues.end coa 'n.end to verily fine dimen.on.aM beds. eP"o.I. maraw Lumber 3.Dam.g.d ae.—must not b.—d BS YUILbind 1.Dry.amca caMitron..unleu rated otMrwi.e e.De.pn.swm.s top edge is laterally re.treln.d D su m„iis 2.LVL not to be tested vnM firs retardant or cortoave 5.Provide bbrl.0 pon of bearing Pomb to.void rau8a '” " Sterol d,"-1.M r...n This design is valid until 7/10/2021 Version 18.40.162 Powered by iStruct'"' ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. OFFICE COPY MiTek 9 RE: J180894-F1 - Pecoraro Beach House MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Ta FL 33610-4115 Customer Info: Grider Construction Inc Project Name: Pecoraro Beach House Moc�� Lot/Block: Subdivision: Address: 1711 Beach Ave City: Atlantic Beach State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: Christopher Kathe License #: 36820 Address: 420 Osceola Ave City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 65.0 psf This package includes 65 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 - T16057843 F1-01 1/1 8/19 j 18 T16057860 F1-16 . 1/18/19 2 T16057844 F1-02 1/18/19 119 T16057861 F1-17 1/18/19 3 T16057845 F1-02A 1/18/19 120 T16057862 F1-18 1/18/19 4 716057846 ' F1 03 1/18119_ 121 T16057863' F1-19 1/18/19 5 T16057847 F1-03A 1/18/19 122 T16057864 F1-20 1/18/19 6 T16057848 F1-04 L111 123 T16057865 F1-21 1/18/19 7 T16057849 F1-05 1/18/19__124 T16057866 F1-22 1/18/19 8 T16057850 F1-06 1/18/19 125 T16057867 F1-23 1/18/19 9 T16057851 F1-07 1/18/19 126 T16057868 F1-24 1/18/19 10 T16057852 F1-08 1/18/19 127 T16057869 F1-25 1/18/19 11 T16057853 F1-09 1/18/19 J 28 T16057870 F1-26 1/18/19 12 T16057854 F1-10 -1/18/19_129 T16057871 F1-27 1/18/19 13 T16057855 F1-11 1/18/19 130 T16057872 F1-28 1/18/19 14 T16057856 F1-12 1/18/19 131 T16057873 F1-29 1/18/19 15 T1605,7857 F1-13 1/18/19 132 T160578741 F1-30 1/18/19 16 T16057858 F1-14 1/18/19 133 T16057875 F2-01 1/18/19 17 716057859 F1-15 1/18/19_134 T16057876 F2-02 1/18/19 The truss drawing(s)referenced above have been prepared by �� till ii �-, MiTek USA, Inc. under my direct supervision based on the parameters QU•f••VF< provided by Manning Building Supplies. �.`� E Ns Truss Design Engineer's Name: Velez, Joaquin 68182 My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification = • �� that the engineer named is licensed in the jurisdiction(s)identified and that the STATE O F : �, designs comply with ANSI/TPI 1. These designs are based upon parameters iO • P,••�� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were 00 �• • p R �O,.•�\,�� given to MiTek. Any project specific information included is for MiTek's customers 1,� ""•• �� file reference purpose only,and was not taken into account in the preparation of J�i 0 N A;,,`�� these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer quip V z PE No.68182 should verify applicability of design parameters and properly incorporate these designs ITek U Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. Pa East Blvd.Tampa FL 33610 January 18,2019 Velez,Joaquin l of 2 RE: J180894-F1 - Pecoraro Beach House Site Information: Customer Info: Grider Construction Inc Project Name: Pecoraro Beach House Model: Lot/Block: Subdivision: Address: 1711 Beach Ave City: Atlantic Beach State: FL No. Seal# Truss Name Date 135 T16057877 F2-03 1/18/19 136 1T16057878 j F2-04 11/18119 137 j T16057879 j F2-05 11/18/19 138 j T16057880 j F2-06 11/18119 139 j T1 6057881j F2-07 11/18/19 140 j T16057882 I F2-08 11/18/19 141 1 T16057883 j F2-09 11/18/19 L42 IT160578841 FL2-01 11/18/19 L43 T16057885 A01 11/18/19 L44 T16057886 A02 11/18/19 L45 T16057887 B01 11/18/19 L46 _T16057888 B02 11/18/19 47 i T16057889 C01 11/18/19 48 1716057890 CO2 11/18/19 L49 I T16057891 CO3 11/18/19 L50 T16057892 j C04 11/18/19 L51 T16057893 1 C05 11/18/19 L52 T160578941 C06 11/18/19 L53 T1605 8895 DOF 11/18/19 L54 T16057896 D02 1/18/19 `55 T16057897 E01 1/18/19 L56 T16057898 E02 11/18/19 1 L57T11 6057899 E03 11/18/19 1 L58 T16057900 i G01 11/18/19 J L59 T16057901 1 G02 11/18/19 L60 T16057902 H01 11/18/19 j 61 T16057903 I H02 11/18/19 j L62 T16057904 I H03 11/18/19 L63 T16057905 K01 11/18/19 1 64 T16057906 j K02 11/18/19 1 165 T16057907 1 K03 11/18/19 2 of 2 r Job Truss Truss Type Qty Ply Pecoraro Beach House J180894-F1 F1-01 Floor 6 1 716057843 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:03 2019 Page 1 I D:W OI Kr4 W 03Xmm37t3wW AM6kybO4z-Dh9GYN9ty_eZvr25vpb?UwB_RALuek69pCnLCkzu9i t 0-3-8 2-5-4 1-3-88� Scale=1:20.0 3x6 11 3x3= 3x3= 3x4= 1.5x4 11 1.5x4 11 3x4= 3x3 11 1 2 3 4 5 6 7 b N . L:' [Lzz 11 10 93x3 3x3= 3x3= 3x6= Q 3-8 11-11-8 3- 11-8-0 Plate Offsets(X,Y)-- (1:0-3-0,Edge) LOADING(pso SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.09 8-9 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.51 Vert(CT) -0.16 8-9 >888 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.02 8 We n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:69 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=746/0-3-8,1=746/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=0/623,3-4=-1155/0,4-5=-1155/0,5-6=-1155/0 BOT CHORD 10-11=0/803,9-10=0/1155,8-9=0/826 WEBS 6-8=-1024/0,3-11=-1003/0,6-9=0/467,3-10=0/485 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Old(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cent 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 0 WARNING-Ved1y dssrgn psremeWs and READ NOTES ON THIS AND INCLUDED mrTEK REFERANCE PAGE 11148-7473 rev.MUM015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of InclNidual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stabillty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPII Quality Cdhda,DSBa9 and 1ICS1 BuildYp Component 6904 Parke East Blvd. Solely tnformatkinavoiloble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Pecoraro Beach House T16057844 J180894-F1 F1-02 Floor 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:04 2019 Page 1 I D:W Oj Kr4 W 03Xmm37t3wW AM6kybO4z-htjfljAW gimOX?dHTW 6E7 7k7Caa3N4b12sXvIAzu9iH 0-1-8 H r— 2-5-4 i--1 1-10-14 _i Scale=1:38.9 6x6= 1.5x4 11 5x5= 1.50= 1.5x4 II 5x5= 1.50 II 3x3= 3x3= 1.50 II 3x6 FP= 1.5x4 II 5x8= 1 2 3 4 5 6 7 8 9 10 11 12 22 0 d N 21 20 19 18 17 /6 15 14 13 04= 5x10= 3x8 MT20HS FP= 4x7= 3x3= 4x7= 5x10= 3x3 11 11.50 II 23-1-14 23-1-14 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[12:0-3-0,Edge],[21:Edge,0-1-8],[22:0-1-8,0-0-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.27 15-16 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.97 Vert(CT) -0.46 15-16 >600 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.08 13 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:134 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins, BOT CHORD 2x4 SP No.2(flat)'Except` except and verticals. 13-19:2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2(flat) 2-2-0 oc bracing:18-20. REACTIONS. (Ib/size) 21=1481/0-5-8,13=1489/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-21=-147510,12-13---1480/0,1-2=-1895/0,2-3=-1895/0,3-4---407510,4-5=-407510, 5-6---4527/0,6-7=-4527/0,7-8---4078/0,8-10---4078/0,10-11=-189410,11-12=-1894/0 BOT CHORD 18-20=0/3177,17-18=0/4527,16-17=0/4527,15-16=0/4505,14-15=0/3179 WEBS 12-14=0/2327,1-20=0/2287,11-14=-348/0,2-20=-345/0,10-14=-1606/0,3-20=-1603/0, 10-15=0/1124,3-18=0/1122,8-15=-301/0,4-18=-330/0,7-15=-540/0,5-18=-764/0, 7-16=-278/361 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 0 wARNING-veft design parameters and READ NOTES ON THIS AND INCLUDED WEN REFERANCE PAGE MII-7473 rev.laV32015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPI1 Quality CrMBdo,DSB-69 and SCSI l ildlnp ComponMt 6904 Parke East Blvd. Safety lift malonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type oty Ply Pecoraro Beach House T16057845 J180894-F1 F1-02A Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:05 2019 Page 1 I D:W OjKr4 W 03Xmm37t3wW AM6kybO4z-94H1 z3B88cuG99CUOEdTaLGHm_c6W xSG W GSHczu9iG 2-6-12 1-10.2 1 2.5-4 0-" 2-6-121-11-8 L 1-10.2 Scale=1:39.4 4x4= 1204 MT20HS= 10x12 M18SHS= 1.5x4 II 3x3 II 400= 1.50 11 4x10= 1.5x4= 1.5x4= 400= 5x8= 1 2 3 4 5 6 3x6 II 3x6 II 11 12 13 14 B 9 1 4 N 0 I� d 26 25 24 23 22 21 20 19 18 17 16 15 4x7= 300 MT20HS FP= 4x7= 1.5x4 11 3x3= 700 MT20HS= 3x6 11 6x8= 6x8= 3x6 11 4x10= 2x4 11 20-9-0 2-8-4 5-0-8 7-8-0 7- 1 t2 10-8-0 17.9-0 19-8-10 0-5-1 23-1-14 2 2-83 2-4-4 2-7-8 0- 2 2-8-4 7-1-0 1-11-10 0-9-0 2-4-14 5:D o 0-3-6 Plate Offsets(X,Y)-- [4:0-1-8,Edge],[5:0-1-8,Edge],[6:0-2-8,Edge],[7:0-7-8,Edge],[9:0-3-0,0-"],[11:0-2-,Edge],[12:0-1-8,Edge],[14:0-3-0,Edge],[16:0-1-8,Edge], [17:0-1-8,Edge],[19:0-1-8,Edge],[22:0-1-8,Edge],[23:0-1-8,Edge],[26:Edge,0-1-] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Ven(LL) -0.3220-21 >854 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.75 Vert(CT) -0.5220-21 >524 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.09 15 n/a n/a M18SHS 244/190 BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:169 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, 1-6,11-14:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP 225OF 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 26=1483/0-5-8,15=1480/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 14-15=-1554/0,2-3=-3149/0,3-4=-3149/0,4-5=-4071/0,12-13=-2085/0,13-14=-2085/0, 7-8=-5671/0,8-9=-5671/0,9-10=-5671/0 BOT CHORD 25-26=0/1827,23-25=0/4071,22-23=0/4071,21-22=0/5822,20-21=0/5855,19-20--0/5675, 18-19=0/4380,17-18=0/4369,16-17=0/2085 WEBS 2-26=-2264/0,2-25=0/1652,3-25=-289/0,5-22=0/476,10-19=0/1617,7-20=-535/373, 9-19=-507/0,14-16=0/2533,12-17=0/477,13-16=-434/0,4-23=0/670,4-25=-1158/0, 7-22=-2029/0,5-7—3946/0,10-12=-2048/0,10-17=-2758/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)The Fabrication Tolerance at joint 10=0% 4)Recommend 2x6 strongbacks,on edge,spaced at 10-M oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: January 18,2019 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7479 rov.faN32015 BEFORE USE. Design valid for use only with MiTek®connectors,This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII QualNy CrIIoda,DS 49 and BC3I IkAdhg ComponMt 6904 Parke East Blvd. lalefy hfomraMonavaiiable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandrla.VA 22314. Tampa,FL 33610 Job Truss Truss Type oty Ply Pecoraro Beach House 716057846 J180894-F1 F1-03 Floor 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fd Jan 18 09:34:06 2019 Page 1 ID:W OjKr4W 03Xmm37t3wWAM6kybO4z-dGrPAOBmCvO7mJngax9i6YpSnOHvr_HbVAO?p3zu9iF 2-5-4 �, 1-6-14 _H_0,3,B Scale=1:39.7 1.5x4 11 1.5x4 11 3x3= 5x8= 1.5x4 11 5x5= 1.5x4 11 3x3= 3x4= 3x6 FP= 5x5= 1.5x4 11 3x3= 6x6= 1 2 3 4 5 6 7 8 9 10 11 12 13 t� 63 22 21 20 19 /8 17 16 15 14 3x3 11 5x10= 3x8 MT20HS FP= 3x8= 3x4= 4x7= 5x10= 1.5x4 11 1.5x4 11 22-8-6 22-11 14 22-8-6 0 3 6 Plate Offsets(X,Y)— [1:Edge,0-1-81,[13:0-1-8,EdaeL 17:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.25 17 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.94 Vert(CT) -0.41 16-17 >653 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) -0.01 13 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:133 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc purlins, BOT CHORD 2x4 SP No.2(flat)'Except* except end verticals. 14-20:2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2(flat) 2-2-0 oc bracing:19-21. REACTIONS. (Ib/size) 22=146310-5-8,13--1463/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-22=1455/0,1-2=-1860/0,2-3=-1860/0,3-4=-3972/0,4-5=-3972/0,5-6=-4378/0, 6-7=-43781017-8=-3956/0,8-10---3956/0,10-11=-1806/0,11-13---1810/0 BOT CHORD 19-21=0/3107,18-19=0/4378,17-18=0/4378,16-17=0/4363,15-16=0/3085 WEBS 13-15=0/2212,1-21=0/2286,11-15=-282/0,2-21=-351/0,10-15=-1599/0,3-21=-1558/0, 10-16=0/1088,3-19=0/1082,8-16=-302/0,4-19=-335/0,7-16=-541/0,5-19=-712/0, 7-17=-271/342 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MlfEK REFERANCE PAGE M0P7473 rev.1&03)2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall bullding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVR41 Duality Critorla,DSB-89 and SCSI luldYg Cornponwd 6904 Parke East Blvd. laldy Marmalonovailable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 C Job Truss Truss Type Qty Ply Pecoraro Beach House 716057847 J180894-F1 F1-03A Floor 1 1 Job Refererlce o tiorlal Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:07 2019 Page 1 ID:W OjKr4W 03Xmm37t3wWAM6kybO4z-5SOnOkCOzD8_OSMs8egxfmMdXneUaRblkglZLVndiE 2-6-12 2-1-10 2-5-4 1 0-" 21 6-12 1-11-82-1-10 ( 0r338 le=1:39.7 12x14 MT20HS= 10x12 M18SHS= 3x3= 5x8= 1.5x4 11 5x5= 1.5x4 II 1.5x4= 1.5x4= 4x10= 3x3= 6x6= 1 2 3 454x10= 6 3x6 II 3x6 11 11 12 13 14 8 9 1 0 0 N 25 24 23 22 21 20 19 18 17 16 15 3x3 11 5x10= 3x8 MT20HS FP= 4x7= 1.5x4 11 3x4= 5x5= 1.5x4 11 5x10= 1.5x4 11 4x4= 23-4-8 7-6-4 'o-8-017-9-0 22-8-6 22 11 14 7-8-4 2-11-12 7-1-0 4-11-6 •3- 0-4-10 Plate Offsets(X,Y)— [1:Edge,0-1-8],[5:0-1-8,Edge],[6:0-2-8,Edge],[7:0-7-4,Edge],[9:0-3-0,Edge],[11:0-2-8,Edge],[12:0-1-8,Edge],[14:0-1-8,Edge],[18:0-1-8,Edge], [19:0-1-8,Edge],[21:0-1-8,Edge],[22:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.34 19-20 >792 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.86 Vert(CT) -0.56 19-20 >486 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.02 14 n/a n/a M18SHS 244/190 BCDL 5.0 Code FBC2017ITP12014 Matrix-SH Weight:156 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)'Except' TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins, 7-10:2x4 SP 2250F 1.9E(flat) except end verticals. BOT CHORD 2x4 SP No.2(flat)'Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 15-23:2x4 SP 225OF 1.9E(flat) WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 25=145&0-5-8,14=1454/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-25---1446/0,1-2=-1848/0,2-3=-1848/0,3-4=-397310,4-5---3973/0,12-14=-1800/0, 7-8=-5297/0,8-9=-5297/0,9-10=-5297/0 BOT CHORD 22-24=0/3095,21-22=0/3973,20-21=0/5641,19-20=0/5673,18-19=0/5297,17-18=0/3845, 16-17=0/3823 WEBS 1-24=0/2271,2r24=-3521015-21=0/386,3-24=-1559/0,10-18--0/1744,7-19=-715/0, 9-18---708/0,14-16--0/2200,3-22=0/1121,5-7=-3887/0,7-21=-1882/0,10-12=-174310, 10-16=-2384/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED Ur EK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII QUOINY Criteria,DSB49 and Ill Bulditp Componow 6904 Parke East Blvd. So"YdaimaMonavailable from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 r Job Truss Truss Type Qty Ply Pecoraro Beach House 716057848 J180894-F1 F1-04 Floor 1 1 Job Reference o Tonal Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:08 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-aey9b4DOjXGrOcx3iMBABzurn2B_8JvTuyUV6uxzu9iD 0-3.8 H r2-5-4 1 � Oga le=1:38.3 3x3= 5x5= 3x3= 6x6= 3x3= 5x5= 3x3= 3x3= 3x6 FP= 3x3— 6x6— 1 2 3 4 5 6 7 a 9 10 11 12 13 o N 22 21 20 19 is 17 16 15 14 5x10= 3x8 MT20HS FP=3x8= 3x8= 5x10= Or3�8 22-1-4 224 12 0 3 8 21-9.12 a3 Plate Offsets(X,Y)-- [1:0-1-8,Edge],[13:0-1-8,Edge] LOADING(psQ SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) -0.22 18 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.89 Vert(CT) -0.35 17-18 >739 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) -0.09 13 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:128 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc pudins, BOT CHORD 2x4 SP No.2(flat)'Except' except end verticals. 14-20:2x4 SP 225OF 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 1=1410/0-3-0,13--1410/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1738/0,3-4=-1734/0,4-5=-3742/0,5-6=-3742/0,6-7=-4076/0,7-8=-3741/0, 8-10=-3741/0,10-11=-1734/0,11-13---1738/0 BOT CHORD 19-21=0/2940,18-19=0/4076,17-18=0/4076,16-17=0/4076,15-16=0/2940 WEBS 13-15=0/2124,1-21=0/2124,11-15=-288/0,3-21=-289/0,10-15=-1507/0,4-21=-1507/0, 10-16=0/1002,4-19=0/1003,8-16=-352/0,5-19=-352/0,7-16=-695/24,6-19=-693/24 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 0 WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7073 rev.10/03&015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANlVMI Quality Cifferla,DSB49 and li kftk ll Component 6904 Parke East Blvd. Safety Irdarrrralbnavallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 c Job Truss Truss Type Oty 1PIy Pecoraro Beach House T16057849 J180894-F1 F1-05 Floor 4 1 Job Reference (optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:08 2019 Page 1 ID:W OjKr4W 03Xmm3713wW AM6kybO4z-aey9b4DOjXGrOcx3iMBABzugDB6mJ?nuyUV6uxzu9iD 0-3-8 �1 2-5-4 Scale:3/4'=1' 3x6 11 3x3= 3x3= 3x3= 1.5x4 11 1.5x4 11 3x6= 1 2 3 4 5 6 d N 3x4= 10 9 8 3x3= 3x3= 3x3 11 0-3 8 5-3-8 8-7-6 0 3 8 5-0-0 3-3-14 Plate Offsets(X,Y)-- [1:0-3-0,Edge],[8:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.04 9-10 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.34 Vert(CT) -0.11 9-10 >905 360 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) -0.00 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:54 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 7=529/0-5-0,1=529/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=0/408,6-7=-52310,3-4=-564/0,4-5=-564/0,5-6=-564/0 BOT CHORD 9-10=0/51518-9=0/564 WEBS 6-8=0/693,3-10=-643/0,5-8=-372/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED IIOTEK REFERANCE PAGE MY-7479 rev.IGV32015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVR41 Qualify Cftria,DSB-89 and SCSI Suldh9 ComponMf 6904 Parke East Blvd. SaWy Mormallonavallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Thus Truss Type Oty Ply Pecoraro Beach House 716057850 J180894-F1 F1-06 Floor 4 1 Job Reference o 'oral Marring Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:09 2019 Page 1 I D:W OiKr4W O3Xmm37t3wW AM6kybO4z-2rW YpQEeUgOidmVFF3i PkBRx2bNx22Vi2B8EgQNzu9iC 0-6-22-5-4 � 1Sx 6= 1 3x3 11 2 3 Scale=1:12.8 d N 3x3= 5 4 3x3 11 3x3 11 0 10 10 3-6-14 0 10 10 2-8-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Veri -0.07 4-5 >591 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.67 Vert(CT) -0.11 4-5 >355 360 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:28 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 6=216/0-5-8,4=216/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 66U 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/I-T4T3 rev.1WON2015 BEFORE USE. ��- Design valid for use only with MiTei connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPIi Quality Criteria,DSB49 and SCSI Bulding Component 6904 Parke East Blvd. Saf i tldolraalbnavallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 1 , Job Truss Truss Type Oty Ply Pecoraro Beach House T16057851 J180894-F1 F1-07 Floor Supported Gable 1 1 Job Reference o Tonal Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:09 2019 Page 1 I D:W OjKr4W 03Xmm37t3wW AM6kybO4z-2rW YpOEeUgOidmVFF3i PkBR5GbX22Vi2B8EgONzu9iC 1.5x4 II 1.5x4 II 1 3x3 11 2 3 4 3x3 11 Scale=1:12.8 0 0 N 8 7 6 5 3x3 II 1.5x4 11 1.5x4 3x3 L 3-6-14 3-6-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 5 rVa rVa BCDL 5.0 Code FBC2017lrP12014 Matrix-R Weight:26 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 3-6-14. (lb)- Max Grav All reactions 250 Ib or less at joint(s)8,5,7,6 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 rev.1 avw015 BEFORE USE. WN, Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII GualMy Criteria,DS849 and BCSI Buldty Component 6904 Parke East Blvd. SaMil a darinahanovaiiable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House 716057852 J180894-F1 F1-08 Floor 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:10 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-W 14wOmFGFBXZFw4RpnDeGO_6p?iAny_BQo_Dygzu9iB 0-6-2 1 2-5-4 116= 1 3x3 II 21.5x4 II 3 Scale=1:11.1 0 ao 3x3= 5 4 3x3 11 3x3 11 0-10-10 ' 3-6-14 0-10-10 2-8-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.07 4-5 >591 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.67 Vert(CT) -0.11 4-5 >355 360 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-SH Weight:25 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc pudins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 6=216/0-5-8,4=216/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-M oc and fastened to each truss with 3-10d(0.131"X 3°)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: January 18,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AI/!EK REFERANCE PAGE AW7479 rev.fay M15 BEFORE USE. 1♦LE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ■ building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M i(e K is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPl1 Quality Cdlerlo,DSB-49 and BCSI Building Component 6904 Parke East Blvd. So"►donoallonavallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 r Job Truss Truss Type �67 ly Pecoraro Beach House716057853 J180894-F1 Truss Floor Girder 11 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:10 2019 Page 1 I D:W OjKr4W 03Xmm37t3wW AM6kybO4z-W 14wOmFG F8XZFw4RpnDeGO_Dw?panvZBQo_Dygzu9iB 2-5-4 2-5-0 Scale=1:15.3 THA426 6x6= THA426 3x6 II THA426 3x6 II THA426 6x6= 1 9 2 10 3 11 4 d N 8 7 6 3x4= 5 3x4= 3x3 11 3x3 11 B-0-8 B-0-8 Plate Offsets(X,Y)-- [3:0-3-0,0-0-0],[6:0-1-8,Edge],[7:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) -0.02 6 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.26 Vert(CT) -0.02 6 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/fP12014 Matrix-SH Weight:59 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=665/Mechanical,5=692/0-2-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=654/0,4-5=-681/0,1-2=-704/0,2-3=-704/0,3-4=-704/0 BOT CHORD 6-7=0/704 WEBS 4-6=0/855,1-7=0/855,2-7=-457/0,3-6=-459/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-2-4 from the left end to 7-2-4 to connect truss(es)to back face of top chord. 6)Fill all nail holes where hanger is in contact with lumber. 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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-8=-10,1-4=-120 Concentrated Loads(lb) Vert:3=-83(B)9=-83(B)10=-83(B)11=-96(B) Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: January 18,2019 Q WARNIING-Verify design parameters and READ NOTES ON THIS AND INCLUDED 1111TEK REFERANCE PAGE MU-7473 rev.11516 015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of deslgn parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVrpll Quality CrMrarlo,DSba9 and SCSI Building C xnpe6904 Parke East Blvd. Safety hilormalbrrovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 r Job Truss Truss Type Qty Ply Pecoraro Beach House T16057854 J180894-F1 F1-10 Floor 4 1 Job Reference o tiorlal Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:11 2019 Page 1 I D:W OjKr4W 03Xmm37t3wW AM6kybO4z-_De I D6FvOSfOt4fdNUktpcW KmP7uW MoKfSjmUGzu9iA 0-1-8 H 2-5-4 2-5-0 Scale=1:14.9 1.5x4 11 1.5x4 11 3x6= 1 3x3— 2 3 4 9 1.5x4 d N 3x3= 8 7 6 5 3x3= 3x3= 3x3 11 B-O-B 8-0-8 Plate Offsets(X,Y)-- [9:0-1-8,0-0-12) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) -0.06 5-6 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.38 Vert(CT) -0.06 5-6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.00 5 n/a rVa BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:48 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=499/Mechanical,5=506/0-2-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=488/0,4-5=-495/0,1-2=-514/0,2-3=-514/0,3-4=-514/0 BOT CHORD 6-7=0/514 WEBS 4-6=0/632,1-7=0/617,2-7=-335/0,3-6=-340/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1-7479 rev.IM2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MR building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erectlon and bracing of trusses and truss systems,seeANSVIPII OuaIIH CrIl la,DS619 and BC31 BuildYp ComponBrM 6904 Parke East Blvd. SafMy informallanovoilable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 r t Job Truss Truss Type oty Ply Pecoraro Beach House T16057855 J180894-F1 F1-11 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:112019 Page 1 I D:W Oj K r4 W 03Xmm37t3wW AM6kybO4z-_Del D6FvO SfQt4fdN UktpcW KTPBxW MUKfSjmUGzu9iA 0-3-8 �--( 2-5-4 1-2-14 3x6 11 3x3= 3x3= 3x3= 1.5x4 11 3x6= Scale=1:14.1 1 2 3 4 5 d N 3x3= 3x3= 9 8 7 6 1.50 11 3x3 11 0-3-8 7-0-6 6:5_3-8' 6-8-14 Plate Offsets(X,Y)— [1:0-3-0,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.03 6-7 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.31 Vert(CT) -0.04 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.02 6 rVa n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:45 Ib FT=20%F, 11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=426/Mechanical,1=426/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=0/291,5-6=-411/0,3-4=-387/0,4-5=-387/0 BOT CHORD 8-9=0/387,7-8=0/387 WEBS 5-7=0/475,3-9=-479/0,4-7=-271/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: January 18,2019 0 WARNING-Verby design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.IWM015 BEFORE USE. Design valid for use only with MRek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M i'1 18k" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSIMI Cutesy Cdhil DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 r Job Truss Truss Type Qty Ply Pecoraro Beach House T16057856 J180894-F1 F1-12 Floor 10 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:12 2019 Page 1 ID:WOjKr4WO3Xmm37t3wWAM6kybO4z-SQCgRSGXnlnHUEEgxCF6Mp3V?oPfFITU16TK1 izu9i9 0.3-8 F I, 2.5-4 2-0-2 Scale=1:25.8 6x6= 3x3= 3x3= 1.5x4 11 3x4= 1.5x4 11 3x3= 1.5x4 11 4x7= 1 2 3 4 5 6 7 8 N 14 13 12 11 10 9 1.5x4 11 4x7= 1.5x4 11 3x3= 4x7= 3x3 II 3- 5-5-0 15-4-6 3- 5-1-8 9-11-6 Plate Offsets(X,Y)— [1:0-1-8,EdgeL[4:0-1-8,Ed6e],[8:0-3-0,Edge] LOADING(psf) SPACING- 2-" CSI. DEFL, in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.21 10-11 >850 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.60 Vert(CT) -0.32 10-11 >551 360 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.04 9 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-SH Weight:88 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-2:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP 225OF 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (Ib/size) 9=967/0-2-0,1=967/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 8-9=-968/0,1-3=-1108/0,3-4=-1104/0,4-5=-1862/0,5-6=-1862/0,6-7=-1174/0, 7-8=-1174/0 BOT CHORD 12-13=0/1862,11-12=0/1 862,10-11=0/1757 WEBS 8-10--0/1443,1-13=0/1352,7-10=-332/0,3-13=-310/6,6-10=-729/0,4-13=-981/0, 6-11=-39/353 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 fdiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERANCE PAGE MI-74T8 rev.11 03x2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Addiflonal temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIMl Quality Crill DSB49 and ICSI IkAdYp Component 6904 Parke East Blvd. Sakft Momralksnavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 i Job Truss Truss Type Ory Ply Pecoraro Beach House 716057857 J180894-F1 Fl-13 Floor 2 1 Job Reference(optional) Marring Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:13 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-wcm2eoH9Y3v86NpOUvnLul cd5Chd_Eud6mCtZ9zu9i8 2.5-4 1-10-11 0 p Scale=1:16.7 3x4= 1.5x4 11 1.5x4 11 1.5x4= 1 3x6= 2 3 3x3= 4 5 11 d N 10 9 8 7 3x4= 1.5x4 II 3x8= 3x3 11 3x3= 10-0-15 10-0-15 Plate Offsets(X,Y)-- [5:0-1-8,Edge],[9:0-1-8,Edge],[11:0-1-8,0-0-121 LOADING(psf) SPACING- 2-" CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.14 7-8 >846 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.87 Vert(CT) -0.20 7-8 >588 360 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code FBC2017[TP12014 Matrix-SH Weight:61 Ib FT=20°/u F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=639/Mechanical,6=631/0-2-15 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-655/0,5-6=-628/011-2=-774/0,2-3=-774/0,3-4=-724/0,4-5=-724/0 BOT CHORD 8-9=0/774,7-8=01774 WEBS 5-7=0/871,1-9=0/951,4-7=-414/0,2-9=-425/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-M oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11148-7479 rev.faV32015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN3Vn4l CurrINV CdWft.DSB49 and SCSI ltidbV CornponBrM 6904 Parke East Blvd. Saf my Ydonnallarlovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r (qty Ply Pecoraro Beach House 716057858 J180894-F1 F1-14 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:13 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-wcm2eoH9Y3v86Np0UvnLul ceMCla_Cld6mCtZ9zu9i8 L 2-5.4 2-0-3 Scale=1:16.6 THA426 Special 6x6= THA426 3x6 II THA426 3x6 II THA426 6x6= THA426 3x6 11 1 10 2 11 3 12 4 13 14 5 b N 771 9 8 7 3x3= 5x5= VIIJ 3x3 11 3x6= 7-4-11 10.0.15 7-4-11 2-8-4 Plate Offsets(X,Y)-- [3:0-3-0,0-"],[8:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) -0.09 6-7 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.62 Vert(CT) -0.19 6-7 >636 360 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-SH Weight:73 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=903/Mechanical,6=1166/0-2-15 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=-904/0,5-6=-393/0,1-2=-118310,2-3=-1183/0,3-4=-1183/0 BOT CHORD 7-8--0/1183,6-7=0/1071 WEBS 4-6=-1312/0,1-8=0/1438,2-8=-759/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-8-8 from the left end to 9-4-8 to connect truss(es)to front face of top chord. 6)Fill all nail holes where hanger is in contact with lumber. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)210 Ib down at 9-11-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-9=-1 0,1-5=-1 20 Concentrated Loads(lb) Vert:5=-171(F)10=-120(F)11=-120(F)12=-120(F)13=-120(F)14=-141(F) Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE MN-7473 rev.1 aV3,2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not , a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN31/fPll Qucffy Crill D"and BCBI hAdbV Compononf 6904 Parke East Blvd. Sdefy tMomtaBonavoilabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 r r Job Truss Truss Type Qty Ply Pecoraro Beach House T16057859 J180894-F1 F1-15 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:14 2019 Page 1 ID:W 0jKr4W 03Xmm3713wW AM6kybO4z-OOKRs8lrtJN1?kXOC2claRE8nac4gibGnLQyR5bzu9i7 2-0-12 2-5-4 1-7-6 2-0.12 0-6-0 Scale=1:22.1 8x8— 4x10= 1.50 11 4x7= THA426 THA426 THA426 _ 6x6= 3x6 11 3x6 11 63x6 7 8 9 1 2 17 3 4 18 5 0 b N 16 15 14 13 12 11 1 1.5x4 11 4x7= 3x3= 3x3 11 3x5= 5x5= 3x3 I 10-3-10 4-9-10 7-2-14 9-6.10 +10.2-14 , 12-10-6 12-,1 t-14 4-9-10 2-5d 2-3-12 o-8-4 2-6-12 0-1-8 012 Plate Offsets(X,Y)-- [2:0-1-8,Edge],[4:0-3-0,0-"],[5:0-2-8,Edge],[7:0-1-8,Edge],[9:0-3-0,Edge],[11:0-1-8,Edge],[12:0-1.8,Edge1,[15:0-1-8,Edge],[16:Ecige,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.11 13-14 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.69 Vert(CT) -0.18 13-14 >857 360 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(CT) 0.01 10 We We BCDL 5.0 Code FBC2017ITP12014 Matrix-SH Weight:92 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E(flat)'Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 6-9:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (Ib/size) 10=933/0-2-0,1=1051/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 9-10=-954/0,2-3=-1988/0,3-4=-1988/0,4-5=-1988/0,7-8=-1 187/0,8-9=-1187/0 BOT CHORD 14-15=0/1988,13-14=0/2244,12-13=0/2205,11-12=0/1187 WEBS 5-14=-341/0,2-15=0/2279,3-15=-1019/0,9-11=0/1459,7-12=0/257,8-11=-488/0, 5-7=-1001/0,5-12=-1223/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-M oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Use Simpson Strong-Tie THA426(8-16d Girder,6-16d Truss)or equivalent spaced at 2-0-0 cc max.starting at 1-1-2 from the left end to 5-1-2 to connect trusses)to front face of top chord. 6)Fill all nail holes where hanger is in contact with lumber. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)83 Ib down at 7-4-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-16=-10,1-2=-120,2-5=-120,6-9=-120 Concentrated Loads(lb) Vert:5=-83(F)3=-83(F)17=-83(F)18=-83(F) Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: January 18,2019 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED UfTEK REFERANCE PAGE INL7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an indlvidual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quality Criteria.0304W and lCSI killdlap Cornpor It 6904 Parke East Blvd. Safety Irdoenalbnavoilabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 r r Job Truss Thus Type Qty Ply Pecoraro Beach House T16057860 J180894-F1 F1-16 Floor 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:15 2019 Page 1 ID:WOjKr4WO3Xmm37t3wWAM6kybO4z-t?tp3TIP4g9sLhzPcKppzSh1 xOSjS78wZ4h_dl zu9i6 , 2-5-4 0N8 Scale=1:22.1 1.5x4 11 1.5x4 11 3x3= 3x3= 1.50 11 4x7= 14x7= 2 3 4 5 6 7 N 6 Z 2 1 13 12 11 10 9 8 3x3 11 4x7= 3x3= 4x7= 3x3 11 1.5x4 II 5-7-8 13-3-12 5-7-8 7-8-4 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[7:0-3-0,Edge1 LOADING(psf) SPACING- 2-" CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.05 9-10 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.51 Vert(CT) -0.11 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.02 8 rVa rVa BCDL 5.0 Code FBC2017ITP12014 Matrix-SH Weight:83 Ib FT=20'/6F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-"oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=849/Mechanical,8=849/0-2-4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-13=-836/0,7-8=-842/0,1-2=-994/0,2-3---994/0,3-4=-1460/0,4-5=-1460/0,5-6=-1002/0,6-7=-1002/0 BOT CHORD 11-12=0/1460,10-11=0/1460,9-10=0/1434 WEBS 7-9=0/1231,1-12=011221,6-9=-345/0,2-12=-362/0,5-9=-540/0,3-12=-585/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: January 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MX7473 rev.113MM15 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and To prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeAN SVTPII Cuaiy CdhWa.DS129 and SCSI lWdlnp Component 6904 Parke East Blvd. So"Momtallonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Qty Ply Pecoraro Beach House T16057861 J180894-F1 F1-17 Floor 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:15 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-t?tp3Tl P4g9sLhzPcKppzShl MDQW S7QWZ4h_dl zu9i6 D-3-8 H , 2-5-4 2-1-2 Scale=1:21.8 4x7 II 3x3= 3x3= 1.5x4 11 3x3= 1.5x4 11 4x7= 1 2 3 4 53x3 6 7 0 0 N 13 12 11 10 9 8 1.5x4 11 3x8= 1.5x4 11 1.5x4 11 4x7= 3x3 11 3- 7.9.2 13.0.2 3 1 7-5-10 5.3-0 Plate Offsets(X,Y)-- [1:0-3-0,Edge),[7:0-3-0,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.10 9-10 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.65 Vert(CT) -0.12 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.03 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:77 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=815/0-2-4,1=815/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 7-8=-803/0,1-3=-925/0,3-4=-921/0,4-5=-1347/0,5-6=-950/0,6-7=-950/0 BOT CHORD 11-12=0/1347,10-11=0/1347,9-10=0/1347 WEBS 7-9=0/1167,1-12=0/1129,6-9=-387/0,3-12=-344/0,5-9=-579/0,4-12=-601/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 ,A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MIP7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTekO connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeMSVIPII Quality CANrla,DSB49 and BCSI BWdlnp ComponeW 6904 Parke East Blvd. 111109ty Mormatlonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply Pecoraro Beach House T16057862 J180894-F1 Fl-18 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:16 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-LBRBHpJ 1 r_HjzrYbA1 K2W fECdQlxBaF3ojRXAUzu9i5 25-4 Scale=1:22.6 1.5x4 11 3x3= 1.50 11 3x3= 1.5x4 11 4x7= 1 4x7= 2 3 4 5 6 7 d N 3 12 11 10 9 8 3x3 11 4x7= 1.5x4 11 3x3= 4x7= 3x3 11 13-7-4 13-7-4 Plate Offsets(X,Y)— [1:Edge,0-1-81,[7:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.07 9-10 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.64 Vert(CT) -0.14 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.02 8 n/a rVa BCDL 5.0 Code FBC2017ITP12014 Matrix-SH Weight:84 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=868/0-7-2,8=868/0-2-4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-13---854/0,7-8=-86310,1-2=-101a/O,2-3=-1018/0,3-4=-1522/0,4-5=-1522/0,5-6=-1029/0,6-7=-1029/0 BOT CHORD 11-12=0/1522,10-11=0/1522,9-10=0/1487 WEBS 7-9=0/1265,1-12=0/1251,6-9=-342/0,2-12=-365/0,5-9=-572/0,3-12=-640/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-M oc and fastened to each truss with 3-1 Did(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED IIIrrEK REFERANCE PAGE 1111111114473 rev.faV32015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIP11 Quaillilly Crledo,D3l-!9 and 1C31 luldYp Cornponed 6904 Parke East Blvd. 301ety Ido mplorlovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Pecoraro Beach House T16057863 JlBW94-F1 Ft-19 Floor 1 1 Job Reference(optional) Marring Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:16 2019 Page 1 I D:W Oj Kr4 W 03Xmm37t3wW AM6kybO4z-LBRBHpJ 1 r_HjzrYbA1 K2 W fEC PQpkBcf3oj RXAUzu9i5 0-1-8 H 2-5-4 o-�7� 2-0-0 Scale=1:22.7 3x4= 1.5x4= 1.5x4 II 3x3= 1.5x4 II 3x8= 1 5x4 3x6= 1 2 3 4 5 6 7 11 T-1 5 0 0 N 4 13 12 11 3x3= 3x5= 1.5x4 11 3x4= 3x3 11 3x5= 3x3 11 B-6.881&0 13-7-4 8-6.8 0 1-8 4-11-4 Plate Offsets(X,Y)-- [11:0-1-8,Edge1,[15:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.03 12-13 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.40 Vert(CT) -0.05 12-13 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.00 8 rVa n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:88 lb FT=20a/6F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 5-0-12 except(jt=length)14=0-7-2. (lb)- Max Grav All reactions 250 Ib or less at joint(s)8 except 14=543(LC 1),10=651(LC 1),10=651(LC 1),9-466(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-53510,1-2=-58810,2-3=-588/0,3-4=-582/0,4-5=-582/0 BOT CHORD 12-13=0/582,11-12=0/582 WEBS 5-10---641/0,1-13=0/707,5-11=0/71912-13---380/0,4-1 1=-312/0,6-9=-348/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE W7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors,This design is based only upon parameters shown,and Is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual inns web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIMI Quality CAleda,DSB49 and SCSI lWdYg Cornponerit 6904 Parke East Blvd. Safely Irdalmalbrpvailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Typer Oty Ply Pecoraro each House 716057864 J180894-F1 F1-20 Floor 6 1 Job Reference o tional Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:17 2019 Page 1 I D:W OiKr4W 03Xmm37t3wW AM6kybO4z-pN?ZU9Kfcl Pab?7nj I rH3tmOzpDHw6PD 1 NA5iwzu9i4 2-5-4 i 1-3-12 1 3x3 11 23x3= 3 3x3 11 Scale=1:12.8 b N 3x6= 5 4 3x6= 4-3-0 4-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) 0.00 5 "" 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.19 Vert(CT) -0.04 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-P Weight:31 Ib FT=209%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=260/Mechanical,5=260/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-260/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 ,0 WARNING-Ver/1y dealgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1a'=015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVFPII Quality Criteria,DSB49 and BCSI Building Component 6904 Parke East Blvd. Safely Intormationavailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type ay Ply Pecoraro Beach House 716057865 J180894-F1 F1-21 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:17 2019 Page 1 ID:WOjKr4WO3Xmm37t3wWAM6kybO4z-pN?ZU9KfclPab77njlrH3tmNhpBYw53D1 NA5iwzu9i4 0.1-8 H i 2.5-4 2-3-6 Scale=1:14.0 1.5x4 II 3x4= 1 2 33x3 II 6 1.5x4= d N 0 3x6= 3x6= 5-2-10 5-2-10 Plate Offsets(X,Y)-- [1:Edge,0-0-121,[6:0-1-8,0-0-121 LOADING(psf) SPACING- 2-M CSI. DEFL- in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) 0.00 5 "" 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.30 Vert(CT) -0.10 4-5 >600 360 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 4 n/a rVa BCDL 5.0 Code FBC2017/rP12014 Matrix-P Weight:34 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=323/0-7-10,5=315/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-296/0,2-4=-312/0 NOTES- 1)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 Q WARNING-yrrr/ry design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE UN-7473 rev.f0T032015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and thus systems,seeANKIMI GuaNh CrIll D31�9 and SCSI SWdhg ComponerM 6904 Parke East Blvd. Safely Mormalbrgvoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 r , Job Truss Truss Type Oty Ply Pecoraro Beach House 716057866 J180894-F1 F1-22 Floor 5 1 Job Reference(optic Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:18 2019 Page 1 ID:W Oi Kr4W 03Xmm37t3wW AM6kybO4z-HaZxhVLINbXOC9h_HSM W b4JZhDYMfZdMG1 weEMzu9i3 2-5.4 i 1-4-14 1 3x3 11 23x3= 3 3x3 11 Scale=1:12.8 0 0 N 3x6= 5 - 0 3x6= 4.4-2 4-4-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) 0.00 5 "" 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.20 Vert(CT) -0.05 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-P Weight:31 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-4-2 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=266/0-7-10,5=266/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-263/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.laN312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a buss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Salety Infomrationavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r City Ply Pecoraro Beach House 716057867 J180894-F1 F1-23 GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:18 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-HaZxhpV-LINNbXOC9h_HSMW b4JeODbCfZxMG 1 weEMzu9i3 1.50 11 1.50 11 1.5x4 I I 1 3x3 11 2 3 4 Scale=1:12.8 9 1.5x4= N 8 7 6 5 3x3 11 1.5x4 11 1.50 11 3x3= 1 4 0 2-NO 3-9-0 1 4-0 14.0 1.1-0 Plate Offsets(X,Y)-- [9:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.01 Vert(CT) Na n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-R Weight:26 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 3-9-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)8,5,7,6 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-M oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND iVCLUDED ABTEK REFERANCE PAGE M11-7473 rev.101MM15 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPII CualMfr CAIeAo,D949 and ICSI BuldYp Component 6904 Parke East Blvd. Solely Itnf irmalbrgvailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Pecoraro Beach House 716057868 J180894-F1 F1-24 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 a Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:19 2019 Page 1 I D:W Oj Kr4W 03Xmm37t3wW AM6kybO4z-Im7KvrMw8vfHgIGArAtI6lskddoTOx3 W UhfCmozu9i2 0.1-8 — 2 —i �� 0-1-8 HI ScalA'=1:40.7 3x4= 5x5= 3x4= 3x3= 3x6 FP= 5x5= 1 2 3 4 5 6 7 8 9 10 11 12 2 13 22 N 20 19 18 17 16 15 14 13 3x6= 3x8 MT20HS FP= 3x4= 3x5= 4x7= 3x6= 4x7= 24-7.0 24-7-0 Plate Offsets(X,Y)-- [1:Edge,0-0-1 21,[17:0-1-8,Edge],[21:0-1-8,0-0-12],[22:0-1-8,0-0-12] LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.23 15-16 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.59 Vert(CT) -0.36 15-16 >803 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.07 13 n/a We BCDL 5.0 Code FBC2017lrP12014 Matrix-SH Weight:1361b FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-"oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 20=1049/0-7-2,13=1049/0-7-2 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2278/0,3-4=-2278/0,4-5=-3377/0,5-6=-3377/0,6-7=-3354/0,7-9=-3354/0,9-10=-2280/0,10-11=-2280/0 BOT CHORD 19-20=0/1306,17-19=0/2946,16-17=0/3377,15-16=0/3377,14-15=0/2945,13-14=0/1308 WEBS 2-20-116115/0,2-19--Q112115,4-19=-836/0,4-17=0/685,5-17=-269/0,11-13=-1617/0,11-14=0/1216,9-14=-830/0I 9-15=0/511,7-15=-274/0,6-15=-350/244 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Old(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MR-7473 rev.1000MIS BEFORE USE. IE Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall t building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSMI Quaky Criteria,DS5-89 and SCSI BuBdt11g Compomnt 6904 Parke East Blvd. SatNy k9olmatbllovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type ' Qty Ply Pecoraro Beach House 716057869 J180894-F1 F1-25 Floor 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:20 2019 Page 1 1 D:W ojKr4 W 03Xmm37t3wW AM6kybO4z-Dyhi 6BMYvDn8SSrMPtP—gVOgb17w7Q7gLPIJFzu9il 0-1-8 HIS o-r 1 0-4-1 o-1 e Seal 1:40.7 3x3= 3x4= 3x3= 3x5= 3x3 II 3x6 FP= 3x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 2 24 0 0 N f 22 21 20 19 18 117 16 15 14 3x6= 3x6 FP= 3x3= 3x4= 3x8= 3x3= 34= 3x5= 16-3-11 24-7-0 16-3-11 8-3-5 Plate Offsets(X,Y)-- [i:Edge,0-0-12),[18:0-1-8,Edge1[23:0-1.8,0-0-12),[24:0-1-8,0-0-12) LOADING (psf) SPACING- 1-4-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) -0.14 19-21 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.70 Vert(CT) -0.24 19-21 >813 360 BCLL 0.0 Rep Stress Incr YES W B 0.24 Horz(CT) 0.03 14 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight: 141 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:16-17,15-16. REACTIONS. (lb/size) 22=64510-7-2,14--24610-7-2,17=1208/0-7-10 Max Grav 22=651(LC 10),14=302(LC4),17=1208(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3---1209/0,3-4=-1209/0,4-5---1124/015-6---1124/0,6-7=-1124/0,7-8=0/437, 8-10=0/437 BOT CHORD 21-22=0/769,19-21=0/1 345,18-19=0/1124,17-18=0/495,14-15=0/290 WEBS 2-22=-950/0,2-21=0/550,4-19---33610,7-17=-1085/0,7-18=0/806,6-18=-350/0, 12-14=-356/0,10-17=-623/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-" oc and fastened to each truss with 3-10d(0.131 X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 0 WARNING-vadfy design paremafsrs and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MF7/79 rev.fag3?015 BEFORE USE. Design valid for use only with MRek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPl1 Oua1I1y CdNda,D111549 and BCSI Bulding Component 6904 Parke East Blvd. Safety krfomrationavallable from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply Pecoraro Beach House 716057870 J180894-F1 F1-26 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:21 2019 Page 1 I D:W OjKr4 W O3Xmm37t3wW AM6kybO4z-h9F4KXNAfW v?4cOYybwDDjx_aRU3srbpy?8lrhzu9iO 0-1-8 HI 2-5-4 1f�'� Scale=1:40.8 1.5x4 II 3x6 FP= 1.5x4= 5x5= 1.5x4 11 3x4= 1.50 11 3x3= 1.50 11 3x3= 1.5x4 11 5x5= 3x3 11 1 2 3 4 5 6 7 8 9 10 11 12 21 0 d N 20 19 16 17 16 15 14 13 3x6= 4x7= 3x8 MT20HS FP= 3x3= 1.5x4 II 3x5= 4x7= 3x6= 24-3-8 24-3-8 Plate Offsets(X,Y)-- [1:Edge,0-0-121,[21:0-1-8,0-0-121 LOADING(psf) SPACING- 1-4-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.24 15-16 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.58 Vert(CT) -0.39 15-16 >740 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.07 13 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-SH Weight:135 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, BOT CHORD 2x4 SP 225OF 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 20=1037/0-7-2,13=1042/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2243/0,3-4=-224310,4-5=-3299/0,5-6=-3299/0,6-7=-3283/0,7-9=-3283/0,9-10=-2245/0,10-11=-2245/0 BOT CHORD 19-20=0/1290,17-19=0/2898,16-17=0/3299,15-16=0/3299,14-15=0/2895,13-14=0/1292 WEBS 2-20=-1595/0,2-19=0/1192,4-19=-819/0,4-17=0/638,11-13=-1601/0,11-14=0/1 192,9-14=-812/0,9-15=0/485, 7-15=-256/0,6-15=-3251243 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 0 WARNIYG-Vw*y dadgn pstww s and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.IGVSM15 BEFORE USE. Design valid for use only with MRek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII QuaIMV CAreAa,D3049 and ICSI Iluldifg Componorrf 6904 Parke East Blvd. Safely Irrbnna8onavallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Thus Type , Qty Ply Pecoraro Beach House 716057871 J180894-F1 Fl-27 Floor 2 1 Job Reference(optional) Marring Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:22 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-9LoSXtOoQgl shm?I W IRSmwTCKgoYbAZyAfusN7zu9i? 0-1-8 1-3-0 2-5-4 1-7-4 0-1-8 H p.�� , 1-8-0— j--� Scale=1:42.9 7x10= 3x5= 1.5x4= 3x6= 4x7= 3x3= 1.5x4 II 3x3= 1.5x4 II 3x6 FP= 1.5x4 II 4x7= 3x3= 3x6 II 7x10= 3x6 II 5 6 7 8 9 10 11 12 13 14 15 1 2 3 0 d N 26 25 24 23 22 21 20 19 18 17 16 3x3=3x6= 6x10= 3x3 11 3x10 MT20HS FP= 3x3= 1.5x4 11 3x5= 4x7= 4x7= 5x5= TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED LOADS AT ITS CANTILEVERED END(S). 1-3-8 1-2-0 4-5-8 25-6-0 25-9r8 1-2-0 3-2-0 21-0-8 0-3$ 0-1-8 Plate Offsets(X Y)-- [1:0-1-8 0-0-81,[2:0-3-0,Edge],[4:0-3-8,Edge],[6:0-1-8,Edge],[l6:Edge,0-1-8],[24:0-4-8,Edge] LOADING(psf) SPACING- 1-4-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.2920-22 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.69 Ven(CT) -0.43 20-22 >679 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(CT) 0.09 16 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:161 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 5-12:20 SP 2250F 1.9E(flat) except end verticals. BOT CHORD 2x4 SP 225OF 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2(flat) 6-0-0 oc bracing:24-25. REACTIONS. (lb/size) 25=2145/0-7-10,16=1192/Mechanical Max Grav 25=2145(LC 1),16=1194(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2499/0,3-4=-2499/0,5-6=-264/0,6-7=-3689/0,7-8=4378/0,8-9=-4378/0, 9-10=-4085/0,10-11=-4085/0,11-13=-2656/0,13-14=-2656/0 BOT CHORD 23-24=0/4167,22-23=0/4087,20-22=0/4179,19-20--0/4378,18-19--0/4378,17-18=0/3507, 16-17=0/1500 WEBS 2-25=-2126/0,4-24=-2476/0,2-24=0/3116,14-17=0/1444,11-17=-1064/0,11-18=0!723, 9-18=-693/0,6-22=0/785,7-22=-615/0,7-20=-149/389,4-6=-3557/0,4-22=-676/0, 14-16=-1859/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase--1.00 Uniform Loads(plf) Vert:16-26=-7,1-4=-80,5-15=-80 Concentrated Loads(lb) Vert:4=-1 159 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 01I-7473 rev.101032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeMSIM11 Quality Criteria,DSO-89 and SCSI kddilrrp Campone f 6904 Parke East Blvd. Solely tnformaMonavoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House 716057872 J180894F1 F1-28 Floor 10 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:23 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-eXMgIC PQB89jJwax4?yh180MxE7yKdj5PJdPwazu9i_ 0-1-8 1-3-0 pp�11-0 1-8-0 , 1-3-0 1-3 0 2-5-4 1-10.12 , 0.1 8 H I! r ��—� �—�� a.,=1:43.6 7x10= 3x5= 1.50 II 1.5x4= 3x6= 4x7= 3x3= 1.5x4 II 3x3= 1.50 11 3x6 FP= 1.5x4 II 4x7= 1.5x4= 3x6 I I 7x10= 3x6 11 5 6 7 8 9 10 11 12 13 14 2815 1 2 3 27 0 d N 26 25 24 23 22 21 20 19 18 17 16 3x3=3x6= 6x10= 3x3 11 3x10 MT20HS FP= 3x3= 1.50 11 3x5= 4x7= 4x7= 5x5= 1-3-8 r 1- 1 2-0 4-5-8 25-9-8 1.2-0 3-2-0 21-4-0 0-1-8 Plate Offsets(X,1)-- [1:0-1-8,0-0-81,[2:0-3-0,Edge],[4:0-3-8,Edge],[6:0-1-8,Edge],[16:Edge,0-1-8],[24:0-4-8,Edge],[27:0-1-8,0-0-12] LOADING (psf) SPACING- 1-4-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.33 20-22 >900 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.75 Vert(CT) -0.47 20-22 >624 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(CT) 0.10 16 rVa n/a BCDL 5.0 Code FBC20171TP12014 Matrix-SH Weight:161 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 5-12:2x4 SP 2250F 1.9E(flat) except end verticals. BOT CHORD 2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2(flat) 6-0-0 oc bracing:24-25. REACTIONS. (lb/size) 16=1198/0-7-2,25--2160/0-7-10 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2519/0,3-4=-2519/0,5-6=-266/0,6-7=-3727/0,7-8=-445310,8-9=-4453/0, 9-10=-4142/0,10-11=-4142/0,11-13=-2683/0,13-14=-2683/0 BOT CHORD 23-24=0/4200,22-23=0/4119,20-22=0/4235,19-20--0/4453,18-19--0/4453,17-18=0/3549, 16-17=0/1512 WEBS 14-16=-1870/0,2-25=-2141/0,4-24=-2497/0,14-17=0/1465,11-17=-1083/0, 11-18=0/740,9-18=-733/0,2-24=0/3140,6-22=0/795,7-22=-638/0,7-20=-135/422, 4-6=-3594/0,4-22=-672/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:16-26---7,1-4=-80,5-15=-80 Concentrated Loads(lb) Vert:4=-1160 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.M1132015 BEFORE USE. MI, Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN3VTP11 Quality Criteria,D3619 and 9C31 lulding Component 6904 Parke East Blvd. 111a1Ny Infomralanavallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply Pecoraro Beach House 716057873 J180894-F1 F1-29 Floor 7 1 Job Reference o iorlal Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:24 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-6jwDyYP2yRHax497ejTwrLZaNeVe3CIFezNyROzu9hz 0-1-8 H! — i 164 llI�8 H Sca9'=1:40.7 3x4= 5x5= 3x4= 3x3= 3x6 FP= 5x5= 1 2 3 4 5 6 7 8 9 10 11 12 213 13 22 0 ZN<1 0 LV :;Z7 �Lz - 20 19 18 17 16 15 14 13 3x6= 3x8 MT20HS FP= 3x4= 3x5= 4x7= 3x6= 4x7= 24-7-0 24-7-0 Plate Offsets(X,Y)— [1:Edge,0-0-121,[17:0-1-8,Edge],[21:0-1-8,0-0-121,[22:0-1-8,0-0-121 LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.23 15-16 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.59 Vert(CT) -0.36 15-16 >803 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.07 13 rVa rVa BCDL 5.0 Code FBC2017ITP12014 Matrix-SH Weight:1361b FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 225OF 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 20=1049/0-7-2,13--1049/0-7-2 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2278/0,3-4=-227810,4-5=-3377/0,5-6=-3377/0,6-7=-3354/0,7-9=-3354/0,9-10=-2280/0,10-11=2280/0 BOT CHORD 19-20=0/1306,17-19=0/2946,16-17=0/3377,15-16=0/3377,14-15=0/2945,13-14=0/1308 WEBS 2-20=-1615/0,2-19=0/1215,4-19=-836/0,4-17=0/685,5-17=-269/0,11-13=-1617/0,11-14=0/1216,9-14=-830/0, 9-15=0/511,7-15=-274/0,6-15=-350/244 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-" oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cent 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED Ul REFERANCE PAGE MR-7473 rev.1al7M15 BEFORE USE. ILA M E Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overalls�A S building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V I iTe k is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN3VIPII Oucoy CrItedo,D!!-89 and SCSI Building ComponeW 6904 Parke East Blvd. SdNy Mtoneaflonavoiiable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type , Oty Ply Pecoraro Beach House 716057874 J180894-F1 F1-30 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 1809:34:25 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-awUbAuOtilPRYDkKBO_9NZ5gB2_wokgOtd6W zSzu9hy O-1K8 0-k8 Scale=1:41.1 3x3= 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2021 44 0 d LL 2 N 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x3= 3x3= 3x6 FP= 3x3= 24-7-0 24.7-0 Plate Offsets(X,Y)-- [43:0-1-8,0-0-121,[44:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 22 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight: 132 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.2(flat) 10-M oc bracing:41-42. REACTIONS. All bearings 24-7-0. (lb)- Max Uplift All uplift 100 Ib or less at joints)22 Max Grav All reactions 250 Ib or less at joint(s)42,22,41,40,39,38,36,35,34,33,32,31,30,29,28, 27,26,25,24,23 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)22. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND NCLUDED M/TEK REFERANCE PAGE ABI.7473 rev.1GO32015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Q-* CMBAa,DS6-69 and BCSI Building Comlporl 6904 Parke East Blvd. Softly m liamaMonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House 716057875 J180894-F1 F2-01 Floor Supported Gable 2 1 Job Reference(notional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:26 2019 Page 1 ID:WOjKr4WO3Xmm37t3wWAM6kybO4z-262zNERJU3YIANJW I8VOwme7xSK9XBxY5Hs3Vuzu9hx 0-k8 0-KB Scale=1:41.1 3x3= 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2021 44 0 C? LLL! 999999�L" IL ?Q999W 1 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x3= 3x3= 3x6 FP= 3x3= 24-7-0 24-7.0 Plate Offsets(X,Y)-- [43:0-1-8,0-0-12),[44:0-1-8,0-0-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 22 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight: 121 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.2(flat) 10-0-0 oc bracing:41-42. REACTIONS. All bearings 24-7-0. (lb)- Max Uplift All uplift 100 Ib or less at joint(s)22 Max Grav All reactions 250 Ib or less at joint(s)42,22,41,40,39,38,36,35,34,33,32,31,30,29,28, 27,26,25,24,23 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)22. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-M oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Joaquin Velez PE No.68182 fdiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: January 18,2019 0 WARNING-Volry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.faV30015 BEFORE USE. Design valid for use only with MRek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIMI Quallity CMeda,DSS49 and SCSI St1WYp Component 6904 Parke East Blvd. Sdety I h mtaMomvailable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House 716057876 J180894-F1 F2.02 Floor 11 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:27 2019 Page 1 ID:W 0]Kr4W 03Xmm37t3wW AM6kybO4z-W IcLaaSxFMg9oXuiJr1 dT_ByerRsGYlhKxbd2Lzu9hw 0-1-8 N H 1 2-1-0 -1-8 Sc0i l9'81:41.0 3x4= 5x5= 4x4= 5x5= 3x3= 30= 3x3= 3x6 FP= 5x5= 5x5= 5x5= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 31 O m 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3x3= 5x5= 4x4= 4x4= 3x10 MT20HS FP= 3x3= 3x5= 4x4= 5x5= 5x5= 3x4= 3x5= 24-7-0 24-7-0 Plate Offsets(X,Y)— [1:Edge,0-1-8],[6:0-1-8,Edge],[14:0-1-8,Edge],[30:0-1-8,0-0-121,131:0-1-8,0-0-121 LOADING (psf) SPACING- 1-4-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) -0.40 20-21 >723 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0.63 20-21 >466 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(CT) 0.10 15 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-SH Weight:141 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP 225OF 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (Ib/size) 29--1174/0-5-8,15=1259/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-29---1170/0,14-15---1255/0,1-2=-972/0,2-3=-2526/0,3-4=-3764/0,4-5=-4585/0, 5-0=-4585J0,6-7=-5059/0,7-8=-5059/0,8-9=-5123/0,9-11=-5123/0,11-12=-4113/0, 12-13=-2740/0,13-14=-1048/0 BOT CHORD 27-28=0/1843,26-27=0/3228,25-26=0/3228,23-25=0/4248,22-23=0/5059,21-22=0/5059, 20-21=0/5190,19-20=0/4682,18-19=0/3517,17-18=0/3517,16-17=0/1988 WEBS 1-28=0/1427,2-28=-1382/0,2-27=0/1085,3-27=-1083/0,3-25=0/826,4-25=-769/0, 4-23=0/521,14-16=0/1539,13-16=-1491/0,13-17=0/1194,12-17=-1199/0,12-19=0/919, 11-19---904/0,11-20--0/680,9-20=-372/0,6-23=-990/0,6-22=0/283,8-21=-485/115 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:15-29=-7,1-14=-80 Concentrated Loads(lb) Vert:9=-334 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: January 18,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MffEK REFERANCE PAGE M11-7473 rev.10us"15 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII QuaW CAill DS"9 and ICSI lWding Component 6904 Parke East Blvd. So"ii ft crMonavallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r Oty Ply Pecoraro as House 716057877 J180894-F1 F2-03 FLOOR 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:29 2019 Page 1 I D:W OjKr4W 03Xmm37t3wW AM6kybO4z-Shk6?GTBn_wt1 rl50G35YPGP4fADkSW_nF4j6Dzu9hu 1-4.8 1-2-8 0 1f � r 2"ate I 1-48 1— 1I 2-a� o-1 9 S =1:41.5 4x4= 4x7= 3x6= 3x6 II 5x14= 4x4= 1.5x4= 4x4= 3x5= 1.5x4 11 10x12 M18SHS—_ 4x7 II 3x6= 4x10= 1.5x4= 1 2 3 4 5 6 7 8 9 14 15 16 10 11 12 3536 m 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 4x4= 4x4= 3x6 FP= 3x5= 1.5x4 11 1.5x4 11 3x8= 1.5x4 11 3x5= 4x4= 4x4= 1.5x4 11 3x4= 14-0-0 20.3-0 247-0 25.10.8 14-0-0 6-3-0 4-40 �� Plate Offsets(X,Y)-- [1:Edge,0-1-8],[8:0-1-8,Edge],[10:0-5-8,Edge],[12:0-3-0,Edge],[13:0-7-8,Edge],[16:0-1-8,Edge],[19:0-1-8,Edge],[23:0-1-8,Edge],[35:0-1-8,0-0-12], [36:0-1-8,0-0-12] LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.33 25-26 >876 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.75 Vert(CT) -0.52 25-26 >563 360 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(CT) 0.09 17 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:160 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)'Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-9:2x4 SP 225OF 1.9E(flat) except end verticals. BOT CHORD 2x4 SP No.2(flat)'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 17-30:2x4 SP 2250F 1.9E(flat) WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 34=874/0-5-8,17=93510-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All fomes 250(lb)or less except when shown. TOP CHORD 1-34=-871/0,16-17=-933/0,1-2=-724/0,2-3=-1878/0,3-4=-2795/0,4-5=-3403/0, 5-6=-3403/0,6-7=-3738/0,7-8=-3868/0,8-9---51610,14-15---331/0,15-16=-776/0, 10-11=-4363/0,11-12=-4363/0,12-13=-3619/0 BOT CHORD 32-33=0/1371,31-32=0/2399,29-31=0/2399,28-29=0/3153,27-28=0/3738,26-27=0/3738, 25-26=0/3738,24-25=0/4850,23-24=0/4998,22-23=0/4363,21-22=0/4363, 20-21=0/2938,19-20=0/2826,18-19=0/1507 WEBS 1-33=0/1062,9-10=-423/0,2-33=-1028/0,2-32=0/8051 3-32=-803/0,3-29=0/611, 4-29=-569/0,4-28=0/389,6-28=-702/0,13-21=0/923,12-21=-988/0,11-23=0/453, 16-18--0/1139,15-18---1127/0,15-19--0/1004,8-25=0/620,8-10=-3442/0,7-25=0/427, 10-25=-1187/0,13-15=-1215/0,13-19=-1652/0,10-23=-927/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x3 MT20 unless otherwise indicated. 4)The Fabrication Tolerance at joint 10=3% 5)Recommend 2x6 strongbacks,on edge,spaced at 10-" oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:17-34=-5,1-9=-60,14-16=-60,10-13=-60 Concentrated Loads(lb) Vert:9=-250 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 Q WARNING-Verl/y design parameters and READ NOTES ON THIS AND INCLUDED IIFTEK REFERANCE PAGE IM-7473 rev.M3r1015 BEFORE USE. Design valld for use only with Mitek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the bullding designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVI1111 Quallilly Criteria.DSB49 and Ill IkAdhg Componerd 6904 Parke East Blvd. Sa"MormaMoravallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss TypeQty Ply Pecoraro Beach House 716057878 J180894F1 F2-04 FLOOR 1 2 Job Reference o ional Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:30 2019 Page 1 ID:W Oj Kr4W 03Xmm37t3wW AM6kybO4z-wtHUDcUpYH2jf?cH_aK4cpbF3YoTtY70vgHegzu9M 0-1-8 1�0� 1�1ao I 2��_a j o-1 e H kale=1:36.5 4x7 11 1.5x4= 3x6 FP= 3x6 FP= 1.5x4= 4x7 11 4x7 11 6x8= 3x6 11 3x6 11 4x7 11 3x6 11 4x7 11 1 2 3 4 5 6 7 8 9 10 11 12 13 k:i0 m C? I- 0 26 25 24 23 22 21 20 19 18 17 16 15 4x7 11 3x6 11 4x7 11 3x8 MT20HS FP= 4x7 11 3x6 11 3x6 FP= 21-3-8 21-3-8 Plate Offsets(YY)-- [1:Edge,0-1-8],[1:0-1-8,0-0-8I,[5:0-3-0,0-0-0],[13:0-1-8,0-0-8],[13:0-3-0,Edge],[22:0-3-0,Edge],[23:0-1-8,Edge] LOADING (psf) SPACING- 1-4-0 CSI. DEFL- in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.18 20-22 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.60 Vert(CT) -0.30 20-22 >843 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.50 Horz(CT) 0.04 14 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:355 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 225OF 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 27=1798/0-5-0,14=2083/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-27=-1779/0,13-14=-2067/0,1-2=-166210,2-3---4402/0,3-4=8301/0,4-5=-8301/0, 5-6=8301/0,6-8=-10725/0,8-9=-10725/0,9-11=-8182/0,11-12=-5195/0, 12-13=-1933/0 BOT CHORD 25-26=0/3158,24-25=0/5536,23-24=0/5521,22-23=0/8301,20-22=0/9988,18-20--0/9572, 17-18=0/6788,16-17=0/6788,15-16=0/3662 WEBS 13-15=0/2754,12-15=-2614/0,12-16=0/2317,11-16=-234310,11-18=0/2051, 9-18=-2101/0,9-20=0/1708,8-20=-1734/0,6-20=0/1182,6-22=-2643/0,5-22=0/1174, 1-26=0/2367,2-26=-226310,2-25=0/1881,3-25=-1701/0,3-24=-492/0,3-23=0/3514, 4-23=-1111/0 NOTES- 1)Fasten trusses together to act as a single unit as per standard industry detail,or loads are to be evenly applied to all plies. 2)Unbalanced floor live loads have been considered for this design. 3)All plates are MT20 plates unless otherwise indicated. 4)All plates are 6x6 MT20 unless otherwise indicated. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-27=-7,1-13=-80 Concentrated Loads(lb) Vert:8=-2058 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: January 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED UITEK REFERANCE PAGE UN-7473 rev.MUS2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN31/ I OualMy Criteria,DSB49 and BCSI BuBdling Component 6904 Parke East Blvd. Solely Irtlonnallonavoilable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty PlyPecoraro Beach House 716057879 J180894-F1 F2-05 Floor Supported Gable 2 1 Job Reference(optioral Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:30 2019 Page 1 I D:W OJKr4 W 03Xmm37t3wW AM6kybO4z-wtH U DcUpYH2jf?cH_aK4cphu3h5T_v70vgHegzu9ht p-1-6 0-1-8 1 f 3x3= 2 1.5x4 Il 31.5x4 11 41.5x4 Scale=1:11.1 9 10 x4— 1.5x4= 0 m 8 7 6 5 3x3= 3x3= 1.5x4 11 3x3= 3-3-0 3-3-0 Plate Offsets(X,Y)-- [9:0-1-8,0-0-121,[10:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) r1/a We 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 7 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-P Weight:24 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. (Ib/size) 8=53/3-3-0,5=-8/3-3-0,7=189/3-3-0,6=140/3-3-0 Max Uplift 5=-8(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-M oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Joaquin Velez PE No.68182 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 0 WARNING-Verily design parameter,and READ NOTES ON THIS AND INCLUDED NrTEK REFERANCE PAGE NF7e73 rov.faV302015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeAlNSVINI Oucay Cril la,DSB49 and Ill Bu1dhg Componad 6904 Parke East Blvd. SatNy YllanrlcdNXIovollable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314, Tampa,FL 33610 JJ180894-F1 russ ob Truss Floor 6 Truss Type r Qty Ply 1 Pecoraro Beach House 716057880 Job Reference tonal Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:312019 Page 1 ID:W OjKr4W 03Xmm3713wW AM6kybO4z-P4rsQyV RJbAaG8BTYh5ZdgLhxTgECNmHFZZgB6zu9hs 0-1-8 H i� � 01 8 Sail§=1:35.9 4x4= 1.50 11 3x3= 4x4= 1.5x4= 3x4= 5x5= 3x5= 3x6 FP= 1.5x4 II 3x3= 3x5= 3x4= 1.50= 1 2 3 4 5 6 7 8 9 10 11 12 2B 27 0 m 24 23 22 21 20 19 18 17 16 15 14 3x3= 4x4= 30= 1,5x4 11 4x10= 3x3= 3x8 MT20HS FP= 3x3= 1.50 11 30= 40= 3x3= 3x5= 21-3.8 21-3-8 Plate Offsets(X,Y)— [1:Edge,0-1-81,[4:0-2-0,Edge],[12:0-1-8,Edge],[21:0-4-8,Edgel,[26:0-1-8,0-0-12],[27:0-1-8,0.0-12] LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loo) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.31 18-20 >825 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.85 Vert(CT) -0.48 18-20 >522 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.05 13 rda rda BCDL 5.0 Code FBC2017fTP12014 Matrix-SH Weight:125 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP 225OF 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 25--907/0-5-0,13--907/0-5-8 FORCES. (Ib)-Max.Comp,/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-25=-902/0,12-13=-903/0,1-2=-738/0,2-3=-1849/0,3-4=-2898/0,4-5=-2909/0, 5-7=-2909/0,7-8=-3065/0,8-9=-3065/0,9-10=-2628/0,10-11=-1856/0,11-12—735/0 BOT CHORD 23-24=0/1398,22-23=0/2278,21-22=0/2278,20-21=0/2909,18-20=0/3105,17-18=0/2917, 16-17=0/2335,15-16=0/2335,14-15=0/1389 WEBS 12-14=0/1077,11-14=-1038/0,11-15=0/742,10-15=-739/0,10-17=0/452,9-17=-459/0, 7-20---449/112,1-24=0/1081,2-24=-1049/0,2-23--0/716,3-23=-662/0,3-21=0/10311 4-21=-454/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131 X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: January 18,2019 0 WARNAVG-VWW deafgn pammetera and READ NOTES ON THIS AND INCLUDED ABTEK REFERANCE PAGE AW7478 rev.1d11302015 BEFORE USE. Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANS MI Quality Criteria,DSS49 and SCSI kiBdbV Component 6904 Parke East Blvd. Sdely kdomlaBonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House 716057881 J180894-F1 F2-07 Floor 4 1 Job Reference o Tonal Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:32 2019 Page 1 ID:WOjKr4WO3Xmm37t3wWAM6kybO4z-tGPEeHW44vIRulmg6OcoA1 uuOsCnxq?QUDJOjYzu9hr 0-1-8 H' 1i� 2— Scale=1:35.2 4x4= 1.5x4 II 3x3= 1.5x4= 3x4= 5x5= 3x5= 3x6 FP= 1.5x4 II 3x3= 3x5= 3x4= 4x7= 1 2 3 4 5 6 7 8 9 10 11 12 26 0 co 24 23 22 21 20 19 18 17 16 15 14 13 3x3= 4x4= 3x4= 1.50 11 010= 3x3= 3x8 MT20HS FP= 3x3= 1.5x4 11 3x4= 4x4= 3x3 11 3x5= 11-10-8 21-0-0 11-10-8 9-1-8 Plate Offsets(X,Y)— [1:Edge,0-1-81,[4:0-2-0,Edge1,[12:0-3-0,Edge],[21:0-4-8,Edge],[26:0-1-8,0-0-12] LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.26 18-20 >963 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.76 Vert(CT) -0.41 18-20 >601 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.05 13 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:125 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 25=894/0-5-0,13--899/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-25=-889/0,12-13=-895/0,1-2=-726/0,2-3=-1818/0,3-4=-2818/0,4-5=-2828/0, 5-7=-2828/0,7-8=-2989/0,8-9=-2989/0,9-10=-2576/0,10-11=-1825/0,11-12=-723/0 BOT CHORD 23-24=0/1376,22-23=0/2242,21-22=0/2242,20-21=0/2828,18-20=0/3022,17-18=0/2853, 16-17=0/2292,15-16=0/2292,14-15=0/1369 WEBS 1-24=0/1065,2-24=-1032/0,2-23=0/702,3-23=-653/0,3-21=0/961,4-21=-421/0, 12-14=0/1086,11-14=-1026/0,11-15=0/724,10-15=-721/0,10-17=0/437,9-17=-440/0, 7-20=-440/97 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date. January 18,2019 Q WARNING-verity design parameters and READ NOTES ON THIS AND INCLUDED INTEK REFERANCE PAGE MF7473 rev.711193/1015 BEFORE USE. �� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANX MI Quality Criteria,DSB49 and SCSI Building Component 6904 Parke East Blvd. Sa"InkI aatl0navallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type , Qty Ply Pecoraro Beach House T16057882 J180894-F1 F2-08 Floor 3 1 Job Reference(optional) Mary ing Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:33 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-LSzcrdW irCQIW SLsf681 i FRCGGijgLAait2xF_zu9hq 1-3-0 1-5-0 3x3= 1 3x6= 21.5x4 11 31.5x4 11 4 Scale=1:11.0 9 1.5x4= 0 m 3x3= 8 7 6 3x3= 3x3 11 3x3= 4-8.0 4-8-0 Plate Offsets(X,Y)— [9:0-1-8,0-0-121 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) -0.00 7 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.08 Vert(CT) -0.00 7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-SH Weight:32 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 Dc bracing. REACTIONS. (lb/size) 8=191/Mechanical,5=186/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cent 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND JNCLUDED MITEK REFERANCE PAGE Ml1-7473 rev.faV32015 BEFORE USE. Design valid for use only with MiTekO connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quality Criteria,DSB49 and SCSI SuSdkrg Component 6904 Parke East Blvd. SaldY Mormallargvailable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House T16057883 J180894-F1 F2-09 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:33 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-LSzcrdW irCQI W SLsf681 iFRC9GjpgLfait2xF_zu9hq 1 3x6= 2 1.5x4 11 31.50 11 41.5x4 11 5 3x3 I I Scale=1:11.0 0 ao 10 9 8 7 6 3x3 11 3x3= 1.5x4 11 1.50 11 3x3 11 4-8-0 4-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a n1a. 999 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight:31 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 4-8-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)10,6,9,8,7 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Did(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: January 18,2019 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M!!EK REFERANCE PAGE MA-7473 rev.16AN3=2015 BEFORE USE. � Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quality Criteria,DSl,l9 and ICSI SUIdli Campanili 6904 Parke East Blvd. Sa1My Wairnafbriavaiiabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Typer Qty Ply Pecoraro Beach House T16057884 J180894-F1 FI-2-01 FLOOR 1 4 Job Reference o lanai Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:34 2019 Page 1 I D:W Oj Kr4W 03Xmm37t3wW AM6kybO4z-pfX?2zXKc W Y97ctn2DpfG FSzF4grpPaBjxXoUnRzu9hp 2-3-8 2-1-12 1-8-12 2-0-0 1-5-12 2.3-8 Scale=1:35.4 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 4x10= 4x10= 3x8= 2x4 II 2x4 11 3x4= 3x8= 8x8= 4x7= 400= 1 2 3 4 5 6 21 7 8 9 10 Li 0 ab 19 18 17 16 15 14 13 12 5x5 11 4x10= 12x14 MT20HS= 3x8= 3x4= 3x8= 4x7= 4x7= 3x10= 2x4 11 2-8-12 5-2-0 7-7-4 10 0.8 11-3-0 13-8-4 16 1-8 18-6-12 21.3-8 2-8-12 2-5-4 Til-4 2-5-4 1.2-8 2-5 4 2-5 4 2-5 4 2-8-12 Plate Offsets(X,Y)-- [2:0-3-8,0-2-01,[3:0-3-8,0-1-81,[7:0-3-8,0-1-81,[8:0-3-4,0.4-81,[12:0-3-8,0-1-81,[15:0-3-8,0-1-81,[17:0-3-8,0-1 8],[18:0-6-8,Edge],[19:0-3-8,0-2-0] LOADING(psf) SPACING- 1-4-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Ven(LL) -0.36 15-16 >708 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.92 Vert(CT) -0.58 15-16 >436 360 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.07 11 We rda BCDL 5.0 Code FBC2017/TPI2014 Matrix-MSH Weight:546 lb FT=11% LUMBER- BRACING- TOP CHORD 2x6 SP DSS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-19:2x4 SP 2250F 1.9E REACTIONS. (Ib/size) 20=8630/0-5-0,11=4822/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-8246/0,10-11=-4551/0,1-2=-1 5583/0,2-3=-25495/0,3-4=-31820/0, 4-5=-31820/0,5-6---31820/0,6-7=-32533/0,7-8=-26634/0,8-9=-18255/0,9-10=-9485/0 BOT CHORD 19-20=0/683,18-19=0/15583,17-18--0/24956,16-17=0/31820,15-16=0/32533, 14-15--0/26634,13-14=0/18255,12-13=0/9485,11-12=0/482 WEBS 1-19--0/16449,2-19=-7136/0,2-18=0/10959,3-18=-5243/0,3-17=0/8081,4-17=-3070/0, 10-12=0/9940,9-12=-4411/0,9-13=0/9788,8-13=-4224/0,8-14=0/9351,7-14=-4134/0, 7-15=0/6593,6-15=-2776/0,6-16=-1050/0,5-16=-609/0 NOTES- 1)4-ply truss to be connected together with 1 Did(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-4-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. Attach TC w/1/2"diam.bolts(ASTM A-307)in the center of the member w/washers at 4-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced floor live loads have been considered for this design. 4)All plates are MT20 plates unless otherwise indicated. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Did(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-20=-7,1-21=BBO(B=-800),10-21=-80 Concentrated Loads(lb) 4 Vert:21=-1965 Joa uin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 Q WARNING-Ver/ry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Hili rev.I N3t2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAXSVn4I GudI1V Cftda,DS!-!9 and 111i buldYp Component 6904 Parke East Blvd. 2dety MormaMorgvallable from Truss Rafe Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Pecoraro Beach House T16057885 J180894-F1 A01 COMMON SUPPORTED GAB 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:33:49 2019 Page 1 ID:WOjKr4WO3Xmm37t3wWAM6kybO4z-d7J_ca_5CMYEh_P4st jwzcogXfSMOf5b1 OcjYzu9iW 15-0-5 22-5-0 15-0-5 7-4-11 3x4= Scale=1:56.7 9 8 10 7.00 F12 7 11 6 12 13 5 4 _o 3 d v 2 1 mIRI 0 3x4= 24 23 22 21 20 19 18 17 16 15 14 5x5= 3x4 11 22-5-0 22-5-0 Plate Offsets(X,Y)-- f9:0-2-0,Edge],(18:0-2-8,0-3-0] LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) We n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) -0.00 14 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight:149 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 22-5-0. (lb)- Max Horz 1=418(LC 11) Max Uplift All uplift 100 Ib or less at joint(s)14,18,20,17 except 1=-153(LC 10),19=-184(LC 12), 21=-106(LC 12),22=-101(LC 12),23=-105(LC 12),24=-104(LC 12),16=-177(LC 12),15=-128(LC 12) Max Grav All reactions 250 Ib or less at joint(s)1,14,19,20,21,22,23,24,16,15 except 18=427(LC 17), 17=354(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-404/379,2-3=-344/305,3-4=-323/244,4-5=-301/221,5-6=-280/198,6-7=-252/223, 7-8=-297/353,8-9=-286/317,9-10=-286/317,10-11=-297/353 WEBS 8-18=-276/128 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. Il;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-0-0 to 3-0-5,Exterior(2)3-0-5 to 15-0-5,Comer(3)15-0-5 to 18-0-5,Exterior(2)18-0-5 to 22-3-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVTPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)14,18,20,17 except Qt=1b)1=153,19=184,21=106,22=101,23=105,24=104,16=177,15=128. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 Q WARNMIG-Verity design parameters and READ NOTES ON THIS AND XCLUDED M?EK REFERANCE PAGE Md-7473 rev.IW3r2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the bullding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stablllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANIII Quality Cdtoda,DSB-89 and BCSI kddhg Componwd 6904 Parke East Blvd. Sdely Infomrallonavaliable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House T16057886 J180894-F1 A02 Common 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:33:49 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-d?J_ca_5CMYEh_P4sLjwzcTDXY9MMv5b1 OcjYzu9i W 7-7-15 15-0-5 22-5.0 7-7-15 7-4-7 7-4-11 5x5= Scale=1:60.1 3 10 11 7.00 F12 12 3x5 4x4 4 2 9 � n 4x4 i d0 1 ej 8 7 6 13 5 3x5 11 5x5= 3x8= 3x6 I I 7-7-15 15-0-5 22-5-0 7-7-15 7-4-7 7.4-11 Plate Offsets(X,Y)-- [1:0-1-0,0-1-81,[4:0-1-0,0-1-8],[7:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.07 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.15 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.02 5 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:139 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-6 oc bracing. WEBS 1 Row at midpt 2-6 REACTIONS. (lb/size) 8=885/0-3-8,5=885/0-5-8 Max Horz 8=460(LC 11) Max Uplift 8=-374(LC 12),5=-388(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1213/529,2-3=-816/449,3-4=-798/422,1-8---913/442,4-5=-966/491 BOT CHORD 7-8=-512/673,6-7=-648/1259 WEBS 2-6=-738/395,3-6=-1 22/296,1-7=-208!7061 4-6=-280/660 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 15-0-5,Exterior(2) 15-0-5 to 18-0-5,Interior(1)18-0-5 to 22-3-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 8--374,5=388. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MI-7473 rev.M012015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 8904 Parke East Blvd.fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANly1M1 Quality Criteria,DSbd9 and BC31 Bulding Component Sdely YlFm dlonavallable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss TypeQty Ply Pecoraro Beach House 716057887 J180894-F1 B01 Flat Girder i 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:33:512019 Page 1 ID:WOjKr4WO3Xmm37t3wWAM6kybO4z-ZNRk1 GOMkl7GT?7nCHNB?Oh_7LFHgLB02L1jn0zu9iU 5.10-0 5-10-0 Scale=1:35.6 5x5= 2x4 II 1 2 Li L 5 6 7 4 HTU26 HTU26 HTU26 3 2x4 11 5x5= 5-10-0 5-10-0 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.09 3-4 >738 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.15 3-4 >449 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.09 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-MP Weight:104 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP DSS TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=2229/0-5-8,3=1660/Mechanical Max Horz 4=-286(LC 4) Max Uplift 4=-826(LC 4),3=-568(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-567/108,2-3=-554/0 BOT CHORD 3-4=-254/221 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc,2x6-2 rows staggered at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-10-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 4=82613=568. 9)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Use Simpson Strong-Tie HTU26(20-1Od Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. starting at 0-11-4 from the left end to 4-0-4 to connect truss(es)to back face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Joaquin Velez PE No.68182 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ldiTek USA,Inc.FL Cert 6634 Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610 Vert:1-2=-200,3-4=-20 Date January 18,2019 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MI.7473 rev.1OW12015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IpII Quality Crillodo,DSB49 and ICSI I Adhg Component 6904 Parke East Blvd. Sally I formallonavailoble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Trus Truss Type Oty Ply Pecoraro Beach House T16057887 J180894-F1 B01 Flat Girder 1 2 Job Reference o ional Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:33:51 2019 Page 2 ID:W OiKr4W 03Xmm37t3wW AM6kybO4z-ZN Rk 1 GOMkl7GT?7nCHNB?Oh_7LFHgLB02LIrvQzu9iU LOAD CASE(S) Concentrated Loads(lb) Vert:5=891(6)6=-889(B)7=889(B) 2)Dead+0.75 Roof Live(balanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-167,3-4=-20 Concentrated Loads(lb) Vert:5=-862(8)6=-860(B)7=-M(B) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=85,3-4=-40 Concentrated Loads(lb) Vert:5=-646(B)6=-642(B)7=642(B) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-10,3-4=-6 Horz:1-4=25,2-3=30 Concentrated Loads(lb) Vert:5=403(8)6=404(B)7=404(B) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-10,3-4=-6 Horz:1-4=-30,2-3=-25 Concentrated Loads(lb) Vert:5=403(B)6=404(B)7=404(B) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-86,3-4=-20 Horz:1-4=43,2-3=12 Concentrated Loads(lb) Vert:5=416(B)6=418(6)7=418(B) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=86,3-4=-20 Horz:1-4=-12,2-3=-43 Concentrated Loads(lb) Vert:5=416(B)6=41B(B)7=418(B) 8)Dead+0.6 MWFRS Wind(Pos.Internal)list Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-25,3-4=6 Horz:1-4=-39,2-3=39 Concentrated Loads(lb) Vert:5=403(B)6=404(B)7=404(B) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pill Vert:1-2=-42,3-4=-6 Horz:1-4=-39,2-3=39 Concentrated Loads(lb) Vert:5=403(B)6=404(8)7=404(8) 10) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-86,3-4=-20 Horz:1-4=-21,2-3=21 Concentrated Loads(lb) Vert:5=416(8)6=418(8)7=41B(B) 11)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase--1.60 Uniform Loads(plfl Vert:1-2=86,3-4=-20 Horz:1-4=-21,2-3=21 Concentrated Loads(lb) Vert:5=416(B)6=418(B)7=418(8) 12)Dead+Uninhabitable Attic Storage:Lumber Increase--0.90,Plate Increase--0.90 Pit.metal=0.90 Uniform Loads(plf) Vert:1-2=85,3-4=-20 Concentrated Loads(lb) Vert:5=-549(8)6=-547(B)7=-547(B) 13)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-169,3-4=-20 Horz:1-4=32,2-3=9 Concentrated Loads(lb) Vert:5=276(B)6=278(B)7=278(8) 14) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase--1.60 Uniform Loads(plf) Vert:1-2=-169,3-4=-20 Horz:1-4=-9,2-3=-32 Q WARNING-Verf y design parameters and READ NOTES ON THIS AND INCLUDED MR'EK REFERANCE PAGE AW7473 rev.1"32015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSV941 Quality Criteria,DS849 and BM BuldhV Componerd 6904 Parke East Blvd. SdMy Irrlormallanavaiiabie from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House T16057887 J180894-F1 B01 Flat Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:33:51 2019 Page 3 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-ZNRk1 GOMkl7GT?7nCHNB?Oh_7LFHgLB02LtjnQzu9iU LOAD CASE(S) Concentrated Loads(lb) Vert:5=276(B)6=278(B)7=278(B) 15)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1 st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-169,3-4=-20 Horz:1-4=-15,2-3=15 Concentrated Loads(lb) Vert:5=276(8)6=278(B)7=278(B) 16)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-169,3-4=-20 Horz:1-4=-15,2-3=15 Concentrated Loads(lb) Vert:5=276(B)6=278(B)7=278(B) 17) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-10,3-4=-6 Horz:1-4=25,2-3=30 Concentrated Loads(lb) Vert:5=-523(B)6=-522(8)7=-522(B) 18) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-10,3-4=-6 Hoa:1-4=-30,2-3=-25 Concentrated Loads(lb) Vert:5=-523(B)6=-522(B)7=-522(B) 19) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-86,3-4=-20 Harz:1-4=43,2-3=12 Concentrated Loads(lb) Vert:5=-51 O(B)6=-508(8)7=-508(B) 20)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60.Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-86,3-4=-20 Harz:1-4=-12,2-3=-43 Concentrated Loads(lb) Vert:5=-510(B)6=-508(B)7=-508(B) 21)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-25,3-4=-6 Horz:1-4=-39,2-3=39 Concentrated Loads(Ib) Vert:5=-523(B)6=-522(B)7=-522(B) 22)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-42,3-4=-6 Harz:1-4=-39,2-3=39 Concentrated Loads(lb) Vert:5=-523(B)6=-522(B)7=-522(B) 23) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-86,3-4=-20 Horz:1-4=-21,2-3=21 Concentrated Loads(lb) Vert:5=-510(B)6=-508(B)7=-508(B) 24) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-86,3-4=-20 Horz:1-4=-21,2-3=21 Concentrated Loads(lb) Vert:5=-510(B)6=-508(B)7=-508(8) 25)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-169,3-4=-20 Horz:1-4=32,2-3=9 Concentrated Loads(lb) Vert:5=-811(B)6=-809(B)7=-809(B) 26) Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-169,3-4=-20 Harz:1-4=-9,2-3=-32 Concentrated Loads(lb) Vert:5=-811(8)6=-809(B)7=-809(8) 0 WARNING-Veft design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE UP-7473 rev.faWNIS BEFORE USE. Design valid for use only with Mfiekr9)connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quaft Criteria,DSB-49 and SCM BuildiYp Component 6904 Parke East Blvd. Safety InfoanaMarovoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Py Pecoraro Beach House T16057887 J180894-F1 B01 Flat Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 a Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:33:51 2019 Page 4 ID:WOjKr4WO3Xmm37t3wWAM6kybO4z-ZNRk1 GOMkl7GT?7nCHNB?Oh_7LFHgLB02LtjnQzu9iU LOAD CASE(S) 27) Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-169,3-4=-20 Harz:1-4=-15,2-3=15 Concentrated Loads(lb) Vert:5=-811(B)6=-809(B)7=-809(B) 28)Reversal:Dead+0.75 Roof Live(bal.)+0.75(0.6 MW FRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-169,3-4=-20 Harz:1-4=-15,2-3=15 Concentrated Loads(lb) Vert:5=-811(B)6=-809(B)7=-809(B) 0 WARNING-Veft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSVIPII Quay Cditdo,DSB49 and BC31 Buldhp Component 6904 Parke East Blvd. Safety YdormaManavoilable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House T16057888 J180894-F1 B02 FLAT GIRDER 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:33:51 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-ZNRk1 GOMkl7GT?7nCHNB?Oh_HLHGgDW 02Ltjr10zu9iU 3.11-4 7-10-8 3-11-4 3-11-4 Scale=1:18.1 1 5x5= 2 4 11 5x5 3 = LM 7 5 8 4 HTU26 7x10= HTU26 6 HTU26 3x10 11 3x10 11 3-11-4 7-10-8 3-11-4 3-11.4 Plate Offsets(X,Y)— [5:0-5-0,0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.04 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.06 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO W13 0.58 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:57 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP DSS TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=1986/Mechanical,4=1986/Mechanical Max Horz 6=-129(LC 4) Max Uplift 6=-1015(LC 4),4=-1015(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-1506/806,1-2=-2197/1095,2-3=-2197/1095,3-4=-1506/806 WEBS 1-5=-1323/2585,2-5=-259/203,3-5=1323/2585 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 6=1015,4=1015. 7)Use Simpson Strong-Tie HTU26(20-1Od Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-"oc max. starting at 1-11-4 from the left end to 5-11-4 to connect truss(es)to back face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,4.6=-20 Concentrated Loads(Ib) Vert:5=-1122(B)7=-1122(B)8=-1122(B) Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date. January 18,2019 Q WARNING-Verily dufgn pwamefers and READ NOTES ON THIS AND INCLUDED Alli REFERANCE PAGE AW7473 rov.IM31,2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN3Vn41 Cucey CrIeft.DSB49 and ICSI IkAdhg Component 6904 Parke East Blvd. Sa"kdomlalbnavailabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply Pecoraro Beach House 716057889 J180894-F1 C01 GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:33:53 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-W mYVSyt cGwNzjJHAJiQf4pnl?8yZl7shW eMpsJzu9i S 4B 0 3 15-8-14 21-8 4 27-7-9 34-7-0 3 7-8-11 5-11-6 5-11-6 6-11-7 Scale=1:68.8 4x4= 9 8 50 10 7 28 52 7.00 12 11 6 3 12 5 32 17 13 q 33 4x4 zz� 4.00 12 14 15 5x5 / 3 34 4x4 11 4x4 11 16 5x5 51 2 � 17 1 35 18 0 I6 24 23 22 3x4= 6x8= 2726 25 5x8= 21 20 19 6x8= 8x6= 5-2-0 9-4-14 10-4- 15-8-14 16-6-4 21-1-521 3 26-9•B -7- 34-7-0 5-2-0 4-2-14 11- 5 4 7 2-9 6 2-7-1 0- -4 5-5-5 10 6-11-7 Plate Offsets(X,Y)-- [18:0-2-4,Edge],[118:0-5-12,Edge],[23:0-4-0,0-3-0] LOADING(psf) SPACING- 2-M CSI. DEFL in (loc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.0423-24 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.0823-24 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.04 45 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:237 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 1-2,17-18:2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. BOT CHORD 2x4 SP No.2 JOINTS 1 Brace at Jt(s):29,30,31,34,36,39,40 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. All bearings 5-5-8 except(jt=length)20=8-1-0,18=8-1-0,19=8-1-0,25=0-3-8,21=0-3-8,18=8-1-0. (lb)- Max Horz 1=-293(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)1,18 except 20=-445(LC 12),26=-294(LC 12),27=-237(LC 12), 19=-152(LC 12) Max Grav All reactions 250 Ib or less at joints)1,18,1,18 except 20=699(LC 1),26=418(LC 1),27=457(LC 17),19=379(LC 1),25=257(LC 3),21=290(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-362/38,3-4=-419/114,4-5=-3751147,5-6=-349/170,6-7=-490/285,7-8=-568/358, 8-9=-554/373,15-16=-343/23,16-18=-325/0,9-10=-551/373,10-11=547/351, 11-12=-472/280,12-13=-345/170,13-14=-363/139,14-15=-393/113 BOT CHORD 1-27=0/348,26-27=0/348,25-26=-329/1115,24-25=-329/1115,23-24=-329/1115, 22-23=-302/1020,21-22=-302/1020,20-21=-302/1020,19-20--0/323,18-19--0/323 WEBS 15-20=-299/193,23-28=-337/808,9-28=-196/285,26-35=-1106/491,34-35=-1065/460, 33-34=-1043/446,29-33=-866/325,29-32=-629/245,31-32=-537/172,28-31-535/165, 28-36=-519/161,36-37=-541/180,30-37=-630/252,30-38=-841/317,38-39=-1004/432, 39.40=-1041/455,20-40=-1078/477,23-29=-577/311,23-30=-537/293,6-33=-319/218, 3-27=-434/277,12-38=-294/207,16-19=-251/164 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-"to 3-0-0,Interior(1)3-"to 15-8-14,Exterior(2)15-8-14 to 18-8-14,Interior(1)18-8-14 to 34-7-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVTPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 2-0-0 oc. Joaquin Velez PE No.68182 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek USA,Inc.FL Cert 6634 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 6904 Parke East Blvd.Tampa FL 33610 will fit between the bottom chord and any other members. Date. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,18,1,18 except January 18,2019 Qt=1b)20=445,26=294,27=237,19=152. 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MIf7473 rev.1GO MI5 BEFORE USE. - Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,se@ANS Mt Quality Criteria,D3la9 and Ill IiluldYtp Component 6904 Parke East Blvd. Sattty Momtationavallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r Oty Ply Pecoraro Beach House 716057890 J180894-F1 CO2 Roof Special 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:33:54 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6W4z-_yW2EODW gKTsMtQxudWOdYGR1 T6gkl6NOI"R B-0-3 15-8-1421-B 4 27-7-9 347-0 B-0-3 7-8-11 5-11-6 5-1/-6 6-11-7 Scale:3/16'=1' 5x5= 4 21 22 7.00 F12 4x4 1.50 \\ 5 3 4.00 12 5x5 4x4�i 6 2 20 23 7 x5 1 � 6 Ia 24 25 11 26 27 10 28 29 9 4x7 II 3x4= 5x8= 4x4= 6x6 11 9-4-14 18-6-4 27-7-9 347-0 9-4-14 9-1-6 9-1-6 6 11-7 Plate Offsets(X,Y)— [1:0-3-4,0-0-1),[10:0-4-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.25 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.53 9-10 >789 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-MSH Weight:185 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 225OF 1.9E TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins. BOT CHORD 2x4 SP 225OF 1.9E BOT CHORD Rigid ceiling directly applied or 7-4-8 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 2-6-0,Right 2x4 SP No.2 2-6-0 REACTIONS. (lb/size) 1=1383/0-5-8,8--1383/0-5-8 Max Horz 1=-311(LC 10) Max Uplift 1=-595(LC 12),8=-595(LC 12) Max Grav 1=1457(LC 17),8=1383(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-2235/969,3-4=-2321/1103,4-5=-2113/998,5-6=-3578/1676,6-8=-3141/1374 BOT CHORD 1-11=-686/2011,10-11=-345/1402,9-10=-715/1917,8-9=-1203/2908 WEBS 3-11=-599/416,4-11=-415/889,4-10=-431/1145,5-10=-912/529,5-9=-748/1496, 6-9=-997/599 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45f;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-0-0 to 3-M,Interior(1)3-0-0 to 15-8-14,Exterior(2)15-8-14 to 18-8-14,Interior(1)18-8-14 to 34-7-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)except Qt=1b) 1=591 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: January 18,2019 Q WARNWG-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11411-7473 rev.10/0312015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPll QuaYly Criteria,DSla9 and Bi Wilding Component 6904 Parke East Blvd. So"MormaMallavailable from Truss Plate Insittute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I Job Truss Truss Type Oily Ply Pecoraro Beach House T16057891 J180894-F1 CO3 ROOF SPECIAL GIRDER 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:33:55 2019 Page 1 I D:W OjKr4 W 03Xmm37t3wW AM6kybO4z-SBgFte3snXehycRZR7S7AEsW 5yfPmwz_zyrwwBzu9i0 3-6 4 8-13 9 4 14 15-11-14 21-8 4 27-7-9 347-0 3 6 4 45 15 1-411 6 4 0 5-11-6 5-11.6 6.11-7 Scale=1:67.1 5x5= 5 7.00 12 1.5x4 I I 4x4 4 11 4.00 Ll2 3x8 i 6x6 3x4�i 7 2 3 3x4 8 1 9 191 Iob 13 12 22 23 11 24 25 10 6x8= 3x8 II 4x10= 8x8= 5x5= 5x8 HTU28 3 9-4-14 18-6-4 27-7-9 347-0 5164 4 5-10-10 9-1-6 T 9.1-6 6-11-7 Plate Offsets(YY)— [1:0-1-9,0-0-14],[1:Edge,0-3-12],[9:0-3-11,0-0-0],[9:0-3-0,0-3-0],[11:0-4-0,0-6-0],[13:0-5-4,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.21 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.33 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 1.00 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MSH Weight:248 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E'Except' TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins. 7-9:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-0-0 oc bracing. BOT CHORD 2x8 SP DSS WEBS T-Brace: 1x4 SPF Stud-3-12 WEBS 2x4 SP No.2 2x4 SP No.2-5-12 OTHERS 2x4 SP No.2 Fasten(1)) T and I braces to narrow edge of web with 8d SLIDER Left 2x4 SP No.2 2-6-0,Right 2x4 SP No.2 2-6-0 (0.113'x2.5')nails,bin o.c.,with 3in minimum end distance. and Fasten(2X) T and I braces to narrow edge of web with 1 Dd (0.131'x3')nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (Ib/size) 1=3121/0-5-8,9=1552/0-5-8 Max Horz 1=-308(LC 6) Max Uplift 1=-1510(LC 8),9=-686(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-4558/2242,3-4=-2897/1386,4-5=-2956/1613,5-6=-2297/1184,6-7=-3792/1818, 7-9=-3396/1508 BOT CHORD 1-13---1841/3856,12-13---1841/3856,11-12=-516/1610,10-11=-892/2226, 9-10=-1349/3175 WEBS 4-12=-464/395,5-12=-891/1562,5-11=-451/1150,6-11=-750/514,6-10=-694/1430, 7-10=-1056/609,3-13=-836/1440,3-12=-1565/890 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=1 O.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=1510,9=686. 6)Use Simpson Strong-Tie HTU28(26-10d Girder,14-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 3-6-4 from the left end to connect truss(es)to front face of bottom chord,skewed 0.0 deg.to the left,sloping 0.0 deg.down. 7)Fill all nail holes where hanger is in contact with lumber. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. Joaquin Velez PE No.68182 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 LOAD CASE(S) Standard Date: January 18,2019 A WARNING-Verity design parameters and READ NOTES ON THIS AND NCLUDED UITEK REFERANCE PAGE MB-7473 rov.1&7302015 BEFORE USE. ' Design valid for use only with MiTekO connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII D Criteria.DSB49 and SCSI SuSding Component 6904 Parke East Blvd. SatNy Mormatk movalloble from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply Pecoraro Beach House T16057891 J180894-F1 CO3 ROOF SPECIAL GIRDER 2 1 _ Job Reference(optional) Marring Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:33:55 2019 Page 2 I D:W OiKr4W 03Xmm37t3wW AM6kybO4z-SBgFte3snXehycRZR7S7AEsW 5yfPmwz_zyrwwBzt19iQ LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-60,5-7=-60,7-9=f0,14-18=-20 Concentrated Loads(lb) Vert:13=-1943(F) Q WARNING-Verily design perimeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE hW7473 rev.MM"015 BEFORE USE. � Design valid for use only with Mliek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M f(e k, Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVRII Quality Crrerla,DSS-69 and 11C31 Suldlry Component 6904 Parke East Blvd. Solely Informalbrgvailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Pecoraro Beach House T16057892 J180894-F1 C04 Roof Special 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:33:56 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-wLEd4_4UYnnYam017rzMiRPgFMumVPy7CcbUSezu9i P 6.2-11 12-1-14 18-1-4 24 0 9 31-0-0 6-2-11 5-11-3 5-11-6 5 11-6 6-11-7 Scale=1:62.3 4x4= 3 7.00 F12 17 18 4x4 i 4x4 2 4 15 4.00 12 3x4 II 5 5x5 1 18 6 x4 7 Ia 10 19 20 9 21 22 8 6x6 6x12 M18SHS= 3x5= 6x6 11 12.1-14 24-0-9 31-0-0 12-1-14 11-10.11 6-11-7 LOADING (psf) SPACING- 2-M CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.39 9-10 >940 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.79 8-9 >470 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES W B 0.89 Horz(CT) 0.06 7 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 Matfix-MSH Weight:173 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 5-7:2x4 SP 225OF 1.9E BOT CHORD Rigid ceiling directly applied or 7-11-0 oc bracing. BOT CHORD 2x4 SP 2250F 1.9E WEBS 1 Row at midpt 2-9,4-9,2-10 WEBS 2x4 SP No.2 SLIDER Right 2x4 SP No.2 26-0 REACTIONS. (lb/size) 7=1234/0-5-8,10=1234/Mechanical Max Horz 10=-387(LC 10) Max Uplift 7=-530(LC 12),10=-532(LC 12) Max Grav 7=1234(LC 1),10=1256(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-271/190,2-3=-1442/687,3-4=-1444/701,4-5=-3146/1484,5-7=-2746/1197, 1-10=-301/189 BOT CHORD 9-10=-347/1166,8-9=-580/1562,7-8=-1038/2538 WEBS 3-9=-449/1054,4-9=-942/538,4-8=-69911496,5-8=-919/565,2-10=-1414/631 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=451t;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 12-1-14,Exterior(2) 12-1-14 to 15-1-14,Interior(1)15-1-14 to 31-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 7=530,10=532. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 ,0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MlfEK REFERANCE PAGE MB-7479 rev.l aW/2015 BEFORE USE. �__f Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ■ building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mi-Ie K is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/ipll Duality Critill DSB-89 and SCSI BUSding Componew 6904 Parke East Blvd. Sdefy IMomfationavoiiable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tempe,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House 716057893 J180894-F1 C05 Roof Special Girder 1 n G Job Reference(optional)_ Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:33:57 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-OXo?HJ47J8uPBwbxWUbFfxt_IDuErfGRGK1?4zu9iO 8-0.3 15-8-14 21-8 4 27-7-9 34-7-0 B-0-3 7-8-11 5-11-6 5 11-6 6-11-7 Scale=1:65.1 6x8 11 4 7.00 F12 5x8 1.5x4 \\ 5 3 4.00 12 8x8 3x4 6 30 i 2 40 7 4x4 1 8 Ico 20 21 11 22 23 10 24 2526 9 3x4= 8x8= HGUS26-2 5x5_ 5x14= 9-4-14 18.6-4 27-7-9 347-0 9-4-14 9-1-6 9-1-6 6-11-7 Plate Offsets(X,`)-- [1:Edge,0-2-81,[5:0-4-0,0-1-81,[6:0-4-0,Edge1,[8:0-6-0,0-2-11,[8:0-4-0,0-1-51,[9:0-1-12,0-1-12],[10:0-4-0,0-5-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.40 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.76 9-10 >538 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.93 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-MSH Weight:461 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP DSS'Except- TOP CHORD Structural wood sheathing directly applied. 1-4:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 SP DSS WEBS 1 Row at midpt 4-11,5-10 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 3-6-0,Right 2x4 SP No.2 3-0-0 REACTIONS. (Ib/size) 1=2381/0-5-8,8=4464/0-5-8 Max Horz 1=-309(LC 6) Max Uplift 1=-537(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-37141797,3-4=-3643/925,4-5=-4796/861,5-0=-12864/0,6-8=-11632/0 BOT CHORD 1-11=-550/3145,10-11=-260/2950,9-10=-409/5344,8-9=0/10861 WEBS 3-11=-435/403,4-11=-320/778,4-10=-375/3819,5-10=-2702/90,5-9=0/8201, 6-9=-5053/0 NOTES- 1)2-ply truss to be connected together with 1 Did(0.131'x3')nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc,2x6-2 rows staggered at 0-3-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Webs connected as follows:2x4-1 row at 1-M oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vuft=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=537. 8)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20 has/have been modified.Building designer must review loads to verity that they are correct for the intended use of this truss. 9)Use Simpson Strong-Tie HGUS26-2(20-1 Od Girder,6-1 Did Truss)or equivalent at 23-0-0 from the left end to connect truss(es)to Joaquin Velez PE No.68182 front face of bottom chord,skewed 0.0 deg.to the left,sloping 0.0 deg.down. MiTek USA,Inc.FL Cert 6634 10)Fill all nail holes where hanger is in contact with lumber. 6904 Parke East Blvd.Tampa FL 33610 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2600 Ib down at 27-7-9 on top Date: chord. The design/selection of such connection device(s)is the responsibility of others. January 18,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERANCE PAGE/I0-7473 rev.140312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVFNI Guaft CMeAa,DS!-!9 and!CSI BuldYp Componem 6904 Parke East Blvd. Softly Momtalbmvaiiabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type QtyPly Pecoraro Beach House 716057893 J180894-F1 C05 Roof Special Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:33:57 2019 Page 2 ID:W Oi Kr4 W 03Xmm37t3wW AM6kybO4z-OXo?HJ47J8uPBwbxYYUbFfxt_IDuErfGRGK1?4zu9iO LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pig Vert:14=-60,4-6=-60,6-8=-60,12-16=-20 Concentrated Loads(lb) Vert:6=-2600(F)25=-1515(F) 2)Dead+0.75 Roof Live(balanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14=-50,4-6=-50,6-8=-50,12-20=-20,20-21=-50,21-22=-20,22-23=-50,23-24=-20,24-26=-50,16-26=-20 Concentrated Loads(lb) Vert:6=-2263(F)25=-1381(F) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pig Vert:14=-20,4-6=-20,6-8=-20,12-16=-40 Concentrated Loads(lb) Vert:6=-1250(F)25=-954(F) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase--1.60,Plate Increase=1.60 Uniform Loads(pig Vert:14=13,4-6=26,6-8=26,12-16=-6 Horz:14=-21,4-6=34,6-8=34 Concentrated Loads(lb) Vert:6=-1250(F)25=588(F) 5)Dead+0.6 MW FRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:14=26,4-6=13,6-8--34,12-16=-6 Harz:1-4=-34,4-6=21,6-8=42 Concentrated Loads(lb) Vert:6=-1250(F)25=588(F) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:14=-37,4-6=4,6-8=-4,12-16=-20 Horz:14=17,4-6=16,6-8=16 Concentrated Loads(lb) Vert:6=-1250(F)25=602(F) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pig Vert:14=4,4-6=-37,6-8=-21,12-16=-20 Harz:14=-16,4-6=-17,6-8=-1 Concentrated Loads(lb) Vert:6=-1250(F)25=602(F) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase--1.60,Plate Increase=1.60 Uniform Loads(pig Vert:14=40,4-6=40,6-8--40,12-16---6 Harz:14=49,4-6=49,6-8=49 Concentrated Loads(lb) Vert:6=-1250(F)25=588(F) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pig Vert:14=23,4-6=23,6-8--23,12-16=-6 Horz:14=-31,4-6=31,6-8=31 Concentrated Loads(lb) Vert:6=-1250(F)25=588(F) 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pig Vert:14=-21,4-6=-21,6-8=-21,12-16=-20 Harz:14=1,4-6=-1,6-8=-1 Concentrated Loads(lb) Vert:6=-1250(F)25=602(F) 11) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pig Vert:14=-21,4-6=-21,6-8=-21,12-16=-20 Horz:14=1,4-6=-1,6-8=-1 Concentrated Loads(lb) Vert:6=-1250(F)25=602(F) 12) Dead+Uninhabitable Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pig Vert:14=-20,4-6=-20,6-8=-20,12-20=-20,20-21=-60,21-22=-20,22-23=-60,23-24=-20,24-26=-60,16-26=-20 Concentrated Loads(lb) Vert:6=-1250(F)25=-775(F) 13)Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MW FRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pig Vert:14=-63,4-6=-38,6-8=-38,12-20---20,20-21=-50,21-22=-20,22-23=-50,23-24=-20,24-26---50,16-26---20 Horz:14=13,4-6=12,6-8=12 Concentrated Loads(lb) Vert:6=-2263(F)25=358(F) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE UN-7473 rev.11111=15 BEFORE USE. 1♦� Design valid for use only with V iTekb connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the bullding designer must verity the applicablllty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ivf i®k' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSVIPII Duality Criteria,DSB-49 and BCSI Mdldkup Component 6904 Parke East Blvd. Salify Momnation avoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 t Job Truss Truss Type Qty Pty Pecoraro Beach House T16057893 J180894-F1 C05 Roof Special Girder 1 A G Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:33:57 2019 Page 3 ID:W 0)Kr4W 03Xmm37t3wW AM6kybO4z-OXo?HJ47J8uPBwbxYYUbFfxt_IDuErfGRGK1?4zu9iO LOAD CASE(S) Standard 14)Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MW FRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-38,4-6=-63,6-8=-51,12-20=-20,20-21=-50,21-22=-20,22-23=-50,23-24=-20,24-26=-50,16-26=-20 Horz:1-4=-12,4-6=-13,6-8=-1 Concentrated Loads(lb) Vert:6=-2263(F)25=358(F) 15)Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MW FRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-51,4-6=-51,6-8=-51,12-20=-20,20-21=-50,21-22=-20,22-23=-50,23-24=-20,24-26=-50,16-26=-20 Harz:1-4=1,4-6=-1,6-8=-1 Concentrated Loads(lb) Vert:6=-2263(F)25=358(F) 16)Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-4=-51,4-6=-51,6-8=-51,12-20=-20,20-21=-50,21-22=-20,22-23=-50,23-24=-20,24-26=-50,16-26=-20 Horz:1-4=1,4-6=-1,6-8=-1 Concentrated Loads(lb) Vert:6=-2263(F)25=358(F) 17) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-6=-20,6-8=-20,12-16=-20 Concentrated Loads(lb) Vert:6=-2600(F)25=-1515(F) 18)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-20,4-6=-60,6-8=-60,12-16=-20 Concentrated Loads(lb) Vert:6=-2600(F)25=-1515(F) 19)3rd Dead+0.75 Roof Live(unbalanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-50,4-6=-20,6-8=-20,12-20=-20,20-21=-50,21-22=-20,22-23=-50,23-24=-20,24-26=-50,16-26=-20 Concentrated Loads(lb) Vert:6=-2263(F)25=-1381(F) 20)4th Dead+0.75 Roof Live(unbalanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-20,4-6=-50,6-8=-50,12-20=-20,20-21=-50,21-22=-20,22-23=-50,23-24=-20,24-26=-50,16-26=-20 Concentrated Loads(lb) Vert:6=-2263(F)25=-1381(F) 0 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.faN OIS BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANS M1 DualMy Criteria,DSB49 and SCSI SuBdhg Component 6904 Parke East Blvd. Safety Irdomraflonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oily Ply Pecoraro Beach House T16057894 J180894-F1 C06 Common 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:33:57 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-OXo?HJ47J8uPBwbxYYUbFfxrAIGIE7hGRGK1?4zu9iO 8.0-3 15-8-13 22-10.8 8-0-3 7-8-11 7-1-11 5x5= Scale=1:60.1 4 14 15 7.00 F12 16 4x4 3x5 i 5 3 4x4 i 13 d� 2 n 1 17 8 7 18 6 3x8 11 5x5= 3x8= 3x6 11 8-0-3 1 15-8-13 + 22-10-8 8-0-3 7-8-11 7-1-11 Plate Offsets(X,Y)-- [1:0-3-8,Edge],[5:0-1-0,0-1-8),[8:0-2-8,0-3-4) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.93 Vert(LL) 0.09 8-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.14 8-11 >999 180 BCLL 0.0 Rep Stress Incr YES W13 0.41 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:135 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-1 oc bracing. SLIDER Left 2x6 SP No.2 2-6-0 WEBS 1 Row at midpt 3-7 REACTIONS. (Ib/size) 1=909/0-5-8,6=909/Mechanical Max Harz 1=460(LC 11) Max Uplift 1=-384(LC 12),6=-398(LC 12) Max Grav 1=918(LC 17),6=928(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1334/596,3-4=-824/448,4-5=-812/430,5-6=-995/500 BOT CHORD 1-8=-705/1385,7-8=-705/1385 WEBS 3-8=0/309,3-7=-853/443,4-7=-121/299,5-7=-297/697 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-M to 3-0-0,Interior(1)3-0-0 to 15-8-13,Exterior(2)15-8-13 to 18-8-13,Intedor(1)18-8-13 to 22-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 1=384,6=398. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M5-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPII Quality Cilterla,DSB-69 and BCSI Bulding Component 6904 Parke East Blvd. Safety Infomlationavallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House 716057895 J180894-F1 D01 Common 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:33:58 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-sjMOVf514SOGp4A86F?grlsU8t9ezzR5Qfw4aXW zu9i N 5-7-10 10-11-12 16-3-14 21-11-8 5-7-10 5-4-2 5-4-2 5-7-10 5x5= Scale=1:49.6 4 8.00 F12 19 20 1.5x4\\ 1.5x4 3 5 21 3x4 16 3x4-� 2 6 7 1 TI Ia 9 22 23 8 3x8 11 5x5= 3x4= 3x8 11 7-5-0 14-6-8 21-11-8 7-5-0 7-1-8 7-5-0 Plate Offsets(X Y)-- [1•Edge 0-0-0] [7•Edge 0-0-0] [9:0-2-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.13 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.20 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(CT) 0.03 7 n/a rVa BCDL 10.0 Code FBC2017lrP12014 Matrix-MSH Weight:118 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-13 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-0-0,Right 2x4 SP No.2 2-6-0 REACTIONS. (Ib/size) 1=878/0-5-8,7=878/0-5-8 Max Harz 1=-247(LC 10) Max Uplift 1=-378(LC 12),7=-378(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3---1235/566,3-4=-1278/644,4-5=-1278/644,5-7=-1235/566 BOT CHORD 1-9=-351/1035,8-9=-123/694,7-8=-351/927 WEBS 4-8=-259/569,5-8=-409/303,4-9=-259/569,3-9=-409/303 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-M to 3-0-0,Interior(1)3-0-0 to 10-11-12,Exterior(2) 10-11-12 to 13-11-12,Interior(1)13-11-12 to 21-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=37817=378. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 Q WARNING-Val design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03,2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quality Criteria,DSB49 and SCSI lWdYp Component 6904 Parke East Blvd. Safety Informatbrpvallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314, Tampa,FL 33610 Job Truss Truss Type r Qty Ply Pecoraro Beach House T16057896 J180894-F1 D02 Common 10 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:33:59 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-Kwwmi?6Nrm87REIKgzW 3K41 JdZ_CiuLZuap83zzu9iM 5-7-10 10-11-12 16-3-14 21-11-8 5-7-10 5-4-2 5-4-2 5-7-10 5x5= Scale=1:49.6 4 8.00 12 19 20 1.5x4\\ 1.5x4 3 5 3x4/i 18 21 3x4�� 2 6 1 7 0 9 22 23 8 3x8 I I 5x5= 3x4= 3x8 I 7-5-0 14-6-8 21-11-8 7-5-0 7-1-8 7-5-0 Plate Offsets(X,Y)-- [1:Edge,0-0-01,[7:Edge,0-0-01,[9:0-2-8,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.13 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.20 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight:118 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-13 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-6-0,Right 2x4 SP No.2 2-6-0 REACTIONS. (Ib/size) 1=878/Mechanical,7=878/0-5-8 Max Horz 1=-247(LC 10) Max Uplift 1=-378(LC 12),7=-378(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1235/566,3-4=-1278/644,4-5=-1278/644,5-7=-1235/566 BOT CHORD 1-9=-351/1035,8-9=-123/694,7-8=-351/927 WEBS 4-8=-259/569,5-8=-409/303,4-9=-259/569,3-9=-409/303 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-11-12,Exterior(2) 10-11-12 to 13-11-12,Interior(1)13-11-12 to 21-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,With BCDL=IO.Opsf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 1=378,7=378. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: January 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M11-7473 rev.1111113 015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVINI Quality Criteria.DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety kdalmatianovallabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 r , Job Truss Truss Type City Ply Pecoraro Beach House T16057897 J180894-F1 E01 COMMON SUPPORTED GAB 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:00 2019 Page 1 ID:W OjKr4W 03Xmm37t3wWAM6kybO4z-p6T8wL7?c3G_20JW Eg21tHZZfzSPROgj7EZhbPzu9iL 10-5-15 20-11-14 10-5-15 10-5-15 4x4= Scale=1:44.5 6 5 7 8.00 12 4 8 3 9 2 10 1 11 v a o -d 6 6 3x4 20 19 18 17 16 15 14 13 12 3x4 5x5= 20-11-14 20-11-14 Plate Offsets(X,Y)-- [16:0-2-8,0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Ven(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 11 n/a Wei BCDL 10.0 Code FBC2017fTPI2014 Matrix-SH Weight:114 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 20-11-14. (Ib)- Max Harz 1=-226(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)1 except 17=-110(LC 12),18=-116(LC 12),19=-107(LC 12), 20=-129(LC 12),15=-110(LC 12),14=-116(LC 12),13=-107(LC 12),12=-129(LC 12) Max Grav All reactions 250 Ib or less at joint(s)1,11,16,17,18,19,20,15,14,13,12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-5-6 to 3-5-6,Exterior(2)3-5-6 to 10-5-15,Comer(3)10-5-15 to 13-5-15,Exterior(2)13-5-15 to 20-6-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1 except(jt=lb) 17=110,18=116,19=107,20=129,15=110,14=116,13=107,12=129. Joaquin Velez PE No.68182 ldiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev.I&&&1015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and To prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Qua" CMerla.DSB-69 and BC31 Sulkill CotnponeM 6904 Parke East Blvd. Safety Informs lorgvailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type Oty Ply Pecoraro Beach House 716057898 J180894-F1 E02 Common 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:012019 Page 1 ID:WOjKr4WO3Xmm37t3wWAM6kybO4z-HI1 W7hBdNNOrgXuinODCPV6fMgOApVsLulF8rzu9iK 5-4 11 10-5-15 15-7-3 20.11-14 S-4 11 5-1-3 5-1-4 5-412 5x5= Scale:1/4'=1' 4 8.00 F12 19 20 1.5x4\\ 1.5x4 3 5 3x4 i 18 21 3x4 2 6 1 7 Ia 9 22 23 8 3x6 11 5x5= 3x4= 3xB I I 7-1-2 13.10.12 2D-11-14 7-1-2 6-9-10 7-1-2 Plate Offsets(X,Y)— [1:Edge,0-0-0],[7:Edge,0-0-0],[9:0-2-8,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (Ioc) Udefl LidPLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.11 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.17 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 113 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-6-0,Right 2x4 SP No.2 2-6-0 REACTIONS. (Ib/size) 1=840/0-5-8,7=840/0-5-8 Max Horz 1=236(LC 10) Max Uplift 1=-361(LC 12),7=-361(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1174/541,3-4=-1217/616,4-5=-1217/616,5-7=-1174/541 BOT CHORD 1-9=-334/980,8-9=-1 17/659,7-8=-334/880 WEBS 4-8=-248/539,5-8=-388/289,4-9=-248/539,3-9=-388/289 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;save=4ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-",Interior(1)3-0-0 to 10-5-15,Exterior(2)10-5-15 to 13-5-15,Interior(1)13-5-15 to 20-11-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=I0.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 1=361,7=361. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cent 6634 6904 Parke East Blvd.Tampa FL 33610 Date; January 18,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERANCE PAGE MIf7473 rev./aV32015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an indNidual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quality Criteria,DSB-89 and BCBI BuldYrp Compor lKrf 6904 Parke East Blvd. Salety Yrfomrallancivaliable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 r Job Thus Truss Type Qty Ply Pecoraro Beach House T16057899 J180894-F1 E03 COMMON GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:02 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-IVbuL18F8hW ilhTvL54myieoEm22vA4OaY2ogHzu9iJ 5-4- 10-5-15 15-7-3 20-11-14 5 4-12 5-1-4 5 1-4 5-4-11 4x4 11 Scale=1:49.9 4 8.00 F12 3` 3x5 O 3 5 30 i 3x4�� 2 6 1 7 � Io 19 20 10 21 22 23 9 24 25 8 26 27 28 11 HTU26 HTU26 3x8 11 HTU26 8x8—_ HTU26 HTU26 3x8 II HTU26 5x8 11 5x8 HTU26 HTU26 HTU26 HTU26 5-4-12 10-5-15 15 7-3 20 11-14 5-4-12 ' 5-1-4 5 1-4 5-4-11 Plate Offsets(X,Y)-- 19:0-4-0,0-4-81 LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.11 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.17 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:265 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-2 oc purlins. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 7-10-1 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 4-9 SLIDER Left 2x4 SP No.2 2-M,Right 2x4 SP No.2 2-0-0 REACTIONS. (lb/size) 1=4603/0-5-8,7=5001/Mechanical Max Harz 1=236(LC 7) Max Uplift 1=-2185(LC 8),7=-2378(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-6204/2979,3-4=-4487/2235,4-5=-4488/2235,5-7=-6245/2999 BOT CHORD 1-10=-2360/5085,9-10=2360/5085,8-9=-2378/5123,7-8=-2378/5123 WEBS 4-9=-2260/4571,5-9=-1852/1001,5-8=-865/1889,3-9=-1804/978,3-10=-842/1844 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-11-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 7)Refer to girders)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=2185,7=2378. 9)Use Simpson Strong-Tie HTU26(20-1Od Girder,11-1 Odxl 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-"oc max. starting at 2-0-4 from the left end to 20-0-4 to connect truss(es)to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. Joaquin Velez PE No.68182 LOAD CASE(S) Standard MiTek USA,Inc.FL Cert 6634 1)Dead+Roof Live(balanced):Lumber Increase--1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610 Uniform Loads(plf) Date: Vert:1-4=-60,4-7=-60,11-15=-20 January 18,2019 Q WARNING-Vsrlly design parameters and READ NOTES ON THIS AND INCLUDED ABTEK REFERANCE PAGE M11-7473 rev.1003,2015 BEFORE USE. wt Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quadity CdlNda,DSB49 and BCSI lulding Component 6904 Parke East Blvd. SdMy MamtaMoravoilable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type / Oty Ply Pecoraro Beach House T16057899 J180894-F1 E03 COMMON GIRDER 1 2 Job Reference (optional) Marring Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:02 2019 Page 2 I D:W OjKr4W O3Xmm37t3wW AM6kybO4z-I VbuL18F8hW i IhTvL54myi eoEm22vA40aY2ogHzu9iJ LOAD CASE(S) Standard Concentrated Loads(lb) Vert:19=-792(8)20=-792(B)21=-792(8)22=-792(B)23=-792(8)24=-792(8)25=-792(B)26=792(B)27=-792(B)28=793(B) A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MIF7473 ray.1063/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MTek• is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII DualCriteria,DSB49 and Ill lu3dlnp CornponeM 6904 Parke East Blvd. Safety Illift rncManovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type City Ply Pecoraro Beach House 716057900 J180894-F1 G01 MONOPITCH SUPPORTED 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:35 2019 Page 1 ID:WOjKr4W 03Xmm37t3wW AM6kybO4z-Hr5NGJYyMggOlmVFnXAVngW Xi4NP8FXsABX2Ktzu9ho 5-5-0 5-5-0 Scale=1:11.8 1.5x4 II 3 3.50 12 1.5x4 II 7 2 6 1 Ll v 0 0 5 4 2x4 1.5x4 II 1.5x4 II I LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) We n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a rVa 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight:17 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 1=79/5-5-0,4=48/5-5-0,5=219/5-5-0 Max Horz 1=75(LC 9) Max Uplift 1=-27(LC 12),4=-18(LC 9),5=-106(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-164/358 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. Il;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-11-6 to 3-11-6,Exterior(2)3-11-6 to 5-3-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVTPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 27 Ib uplift at joint 1,18 Ib uplift at joint 4 and 106 Ib uplift at joint 5. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: January 18,2019 Q WARNING-Vedly design penmeten and READ NOTES ON THIS AND JNCLUDED MITEK REFERANCE PAGE M0.7473 rev.1&732015 BEFORE USE. Design valid for use only with Ni connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricaflon,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quality Criteria,DSB49 and BCSI SuSding Component 6904 Parke East Blvd. SaINy lidormalloriavailable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Pecoraro Beach House T16057901 J180894-F1 G02 Monopitch 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:35 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-Hr5NGJYyMggOlmVFnXAVngWTY4Kh8FWsABX2Ktzu9ho 5-5-0 5-5-0 Scale:3/4'=1' 11.50 I 3 3.50 F12 3x4 9 2 1 3x5 11 4 1.5x4 II 5-5-0 r 5-5-0 Plate Offsets(X,Y)-- 11:0-2-0,0-0-11 LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.08 4-7 >831 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 1 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix-MP Weight:23 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 REACTIONS. (lb/size) 1=211/0-3-8,4=211/0-5-8 Max Horz 1=109(LC 11) Max Uplift 1=-88(LC 12),4=-94(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-306/144 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;save=oft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-3-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 8 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 88 Ib uplift at joint 1 and 94 Ib uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cent 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/11-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeAMSVIMI GuoRy CrltAa,Dli and BC31 lrAdYp CornponMt 6904 Parke East Blvd. We4y YNonnaMmtavoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I Job Truss Truss Type Qty Py Pecoraro Beach House T16057902 J180894-F1 H01 ROOF SPECIAL GIRDER 1 _ 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:36 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-11 flTfZa77otNw4RLEhkKt3etTZrtxzOOrHbsJzu9hn 3 3-3 10-5-0 3.3-3 7-1-13 2x4 II Scale-1:36.7 3 8.00 F12 3.50 F12 4x7 2 , 1 9 5 HGUS28-2 4 3x8 II 6x8= 5x5= 3-3-3 10-5-0 5:y 3-3 7-1-13 Plate Offsets(X,l)— [1:Edge,0-5-01,[5:0-5-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.08 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.12 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.72 Horz(CT) 0.02 4 We n/a BCDL 10.0 Code FBC2017frP12014 Matrix-MSH Weight:140 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, BOT CHORD 2x8 SP DSS except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-15 oc bracing. WEBS 1 Row at rill 2-4 REACTIONS. (Ib/size) 1=5144/0-5-8,4=1358/0-3-8 Max Horz 1=342(LC 7) Max Uplift 1=-2450(LC 8),4=-660(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-6158/2895 BOT CHORD 1-5=-2820/5920,4-5=-2698/5645 WEBS 2-5=-1120/2298,2-4=-5695/2833 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3')nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-2-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp D;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)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 3-64)tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2450 Ib uplift at joint 1 and 660 Ib uplift at joint 4. 7)Use Simpson Strong-Tie HGUS28-2(36-1 Old Girder,12-1Od Truss)or equivalent at 1-10-8 from the left end to connect truss(es)to back face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)762 Ib down and 376 Ib up at 0-5-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Joaquin Velez PE No.68182 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MiTek USA,Inc.FL Cert 6634 Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610 Vert:1-2=-60,2-3=-60,4-6=-20 Date, January 18,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MR'EK REFERANCE PAGE MIFT4T8 rev.1&UW 15 BEFORE USE. Design valid for use only with M(felk®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANlUMI DualMT CAIBAa,DSSa9 and SCSI luldhg Componerd 6904 Parke East Blvd. 1M Say rMormalbrgvallable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 ! t Job Truss Truss Type Oty Py Pecoraro Beach House T16057902 J180894-F1 H01 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:36 2019 Page 2 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-11 f1TfZa77otNw4RLEhkKt3etTZrtXZOOrHbsJzu9hn LOAD CASE(S) Standard Concentrated Loads(lb) Vert:8=-762(B)9=-4918(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND YVCLUDED MITEK REFERANCE PAGE UN-7473 rev.MD3/1015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ME' building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see/WSytpll Qua1Ny CrIteda,DSB49 and IC31 lWdYp Component 6904 Parke East Blvd. SatNy tMormationavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Pecoraro Beach House T16057903 J180894-F1 H02 Roof Special 2 1 Job Reference(optional) Marring Building Supplies, Jacksonville,FL 8.240 a Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:36 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-11flTfZa77otNw4RLEhkKt3YOTcU1V10OrHbsJzu9hn 3-3-3 10-5-0 3-3-3 7-1-13 3x5 i 4 Scale=1:36.2 8.00 12 11 3.50 12 6x6 3x4% 3 2 1 6 5 3x5 11 1.5x4 11 4x4= 3-3.3 10-5-0 3-3.3 7-1-13 Plate Offsets(X,Y)-- [1:0-2-0,0-0-11,[4:0-1-13,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.08 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.18 5-6 >687 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.01 5 rVa n/a BCDL 10.0 Code FBC2017lTP12014 Matrix-MSH Weight:58 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-9 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 REACTIONS. (lb/size) 1=411/0-5-8,5=411/0-3-8 Max Horz 1=349(LC 11) Max Uplift 1=-159(LC 12),5=-206(LC 9) Max Grav 1=411(LC 1),5=458(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-924/523,3-4=-277/276,4-5=-371/316 BOT CHORD 1-6=-518/983,5-6—528/976 WEBS 3-6=0/253,3-5=-950/603 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-M to 3-3-3,Interior(1)3-3-3 to 10-3-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-"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 159 Ib uplift at joint 1 and 206 Ib uplift at joint 5. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 Q WARNING-Verity design parameters and READ NOTES ON TNIS AND INCLUDED wrEK REFERANCE PAGE Ma-7473 rev.1rLWMI5 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPII Quality Criteria.DSB49 and BC31 kAdbU ComponMf 6904 Parke East Blvd. Safolly YNonnallonavalloble from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House 716057904 J180894-F1 H03 Roof Special 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:37 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-DEC7h?ZCuRwk_4eduyCzt5bjGtzcc?89dVO80mzu9hm 3-3-3 9-11-8 6-8-5 3x4 Scale=1:34.8 4 8.00 12 11 3.50 F12 6x6 3x4% 3 2 1 Li 6 5 3x5 11 1.5x4 11 4x4= 333 9-11-8 3-3-3 6-8-5 Plate Offsets(X,Y)-- 11:0-2-0,0-0-11,[4:0-0-13,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Waft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.07 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.14 5-6 >837 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.70 Horz(CT) 0.01 5 n/a rVa BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:55 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-5 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-0 oc bracing. SLIDER Left 2x4 SP No.2 2-6-0 REACTIONS. (Ib/size) 1=393/0-5-8,5=393/Mechanical Max Horz 1=331(LC 11) Max Uplift 1=-152(LC 12),5=-195(LC 9) Max Grav 1=393(LC 1),5=437(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-851/494,3-4=-263/262,4-5=-350/300 BOT CHORD 1-6=-487/909,5-6=-496/902 WEBS 3-5=-876/570 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-"to 3-3-3,Interior(1)3-3-3 to 9-9-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 Y411 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 152 Ib uplift at joint 1 and 195 Ib uplift at joint 5. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 Q WARNING-VwNy daa/gn pwamefara and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M11-7473rev.7&09/12015 BEFORE USE. Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/iM1 pualRy CrIledo.DSI-49 and SCSI Iu1dh9 Componerit 6904 Parke East Blvd. Safefy INamlalonavoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I Job Truss Truss Type Qty Ply Pecoraro Beach House T16057905 J180894-F1 K01 COMMON STRUCTURAL GA 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 Is Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:39 2019 Page 1 I D:W OjKr4W 03Xmm37t3wW AM6kybO4z-AcKt6hbTQ2ASENo00N ERyW hASN040YS5oV FTezu9hk 5-1 t-8 11-7-8 17-3_-8 22.11.8 28-7-8 347-0 5 11-8 5-8-0 5-8-0 5 8 0 r 5-8-0 1 5-11-8 Scale=1:55.4 5x5= 3.50 12 _ 2x4 II 4 2x4 II 3x4% 3x4'43 44 3x4 zz 2x4 11 2x4 11 3 5 2x4 113x4 2 6 2x4 II 2x4 11 20 II 2x4 11 2x4 11 45 42 7 'T1 a o -o o d 14 13 12 3x4 18 17 16 15 3x4= 5x8= 3x4= 11 10 9 8 3x4 8-9-8 9 11-8 17-3-8 24-7-8 25 9 8 347-0 8-9-8 1-2-0 7-4-0 7-4-0 1-2-0 8-9.8 _ -Plate (X,Y)-- [13:0-4-0,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.03 39 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.05 39 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.25 Horz(CT) 0.00 11 We We BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:419 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.2 10-0-0 oc bracing:13-14,12-13. OTHERS 2x4 SP No.2 REACTIONS. All bearings 10-3-0. (lb)- Max Harz 1=85(LC 11) Max Uplift All uplift 100 Ib or less at joints)1,7,16,17,10,9 except 18=-139(LC 12),8=-136(LC 12), 15=-965(LC 12),11=-1 004(LC 12) Max Grav All reactions 250 Ib or less at joint(s)1,7,16,17,10,9,7 except 18=301(LC 21),8=297(LC 22), 15=2040(LC 1),15=2040(LC 1),11=2143(LC 1),11=2143(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-251/514,2-3=-1010(752,3-4=-1789/1359,4-5=-1787/1349,5-6=-983/745, 6-7=-397/694 BOT CHORD 1-18=-419/314,17-18=-419/314,16-17=-419/314,15-16=-419/314,14-15=-419/314, 13-14=-547/916,12-13=-543/920,11-12=-594/452,10-11=-594/452,9-10=-594/452, 8-9=-594/452,7-8=-594/452 WEBS 4-13=-1373/1007,3-14=-1007/714,5-12=-1 0921765,2-15=-1951/1290,2-14=-1085/1696, 3-13=-742/1057,5-13=-804/1149,6-12=-1168/1831,6-11=-2057/1366 NOTES- 1)2-ply truss to be connected together with IOd(0.131'x3')nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. Bottom chords connected as follows:2x4-1 row at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-"to 17-3-8,Exterior(2)17-3-8 to 20-3-8,Interior(1)20-3-8 to 33-4-1 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces A MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 5)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVTPI 1. Joaquin Velez PE No.68182 6)All plates are 1.5x4 MT20 unless otherwise indicated. MiTek USA,Inc.FL Cert 6634 7)Gable studs spaced at 2-0-0 oc. 6904 Parke East Blvd,Tampa FL 33610 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Date: 9)'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-M wide January 18,2019 will fit between the bottom chord and any other members. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PA GE MO-7473 rev.1r a*015 BEFORE USE. � Design valid for use only with Ivl connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANXMI Quality Criteria.DSB49 and!CSI Building ComponoW 6904 Parke East Blvd. Safely illft"nallonavallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 f Job Truss Truss Type Qty ply Pecoraro Beach House T16057905 J180894-F1 K01 COMMON STRUCTURAL GA 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:39 2019 Page 2 I D:W Oj Kr4W 03Xmm3713wW AM 6kybO4z-AcKt6hbTQ2ASENo00N E RyW hASN040YS5oV FTezu9hk NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,7,16,17,10,9,7 except Qt=1b)18=139,8=136, 15=965,11=1004. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2100 Ib down and 1537 Ib up at 17-36 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=60,4-7=-60,1-7=-20 Concentrated Loads(lb) Vert:4=-2100(F) Q WARNING-Veft design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE Mll-7473 rev.IGIW2015 BEFORE USE. Design valid for use only with MiTekO connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the bullding designer must verity the applicablllty of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN3V1P11 Ouollh Clil la,DSB-89 and SCSI kddtnp Compone M 6904 Parke East Blvd. 3afMy IlMaanallbrlavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Pecoraro Beach House T16057906 J180894-F1 K02 Common 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:40 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-eouGJOc5BMIJrXNCa4mgUjDHv5_YpN_cJSFp?4zu9hj 5-11-8 11-7-8 17-3-8 22-11-8 28-7-8 34-7-0 5-11-8 5-8-0 5-8-0 5 8 0 5-8-0 51 1-8 Scale=1:57.3 40= 3.50 12 5 3x4 22 23 3x4 4 6 1.5x4 1.5x4 i 3 7 3x5%21 3x5 2 24 8 1 9 m 0 12 11 10 5x8 3x4= 5x8= 3x4= 5x8= = 8-9-8 17-3-8 25-9-8 34-7-0 8-9-8 8-6-0 B-6-0 8-9.8 Plate Offsets(X,Y)-- [1:0-0-0,0-2-01,[9:0-",0-3-7l,[11:0-4-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.28 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.50 11-12 >828 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.12 9 rda n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:164 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 6-8-9 oc bracing. WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2 2-6-0,Right 2x4 SP No.2 2-6-0 REACTIONS. (Ib/size) 1=1383/0-5-8,9=1383/0-5-8 Max Harz 1=89(LC 11) Max Uplift 1=-595(LC 12),9=-595(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-3309/1596,3-4=-3143/1488,4-5=-2382/1203,5-6=-2382/1203,6-7=-3143/1488, 7-9=-3309/1596 BOT CHORD 1-12=-144613119,11-12=-1272/2839,10-11=-1272/2839,9-1D=-1446/3119 WEBS 5-11=-424/1016,6-11=-763/422,6-10=-55/364,4-11=-763/422,4-12=-55/364 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-",Interior(1)3-0-0 to 17-3-8,Extedor(2)17-3-8 to 20-3-8,Interior(1)20-3-8 to 34-7-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 1=595,9=595. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE W7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANXMI DualMy CrRarla,DSB49 and 11 I lulding Componerit 6904 Parke East Blvd. SdNy Ydoenalorrovailable from Truss Piate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 � f Job Truss Truss Type Oty Ply Pecoraro Beach House 716057907 J180894-F1 K03 COMMON SUPPORTED GAB 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.240 s Dec 6 2018 MiTek Industries,Inc. Fri Jan 18 09:34:41 2019 Page 1 ID:W OjKr4W 03Xmm37t3wW AM6kybO4z-6?SeW MdjygOAThyO7nHv1 xmZ_UOnYzL1Y6_MXXzu9hi 17-3-8 34-7-0 17-3.8 17-3-8 Scale=1:55.4 4x4= 3.50 12 8 9 10 7 34 35 11 6 12 5 13 4 14 3 15 2 33 36 16 1 17 a d d 3x4% 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4 zzz 5x5= 347-0 34-7-0 Plate Offsets(X,Y)-- [25:0-2-8,0-3-01 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 17 We n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight:154 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 34-7-0. (Ib)- Max Horz 1=-85(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,17,26,27,28,29,30,31,32,24,23,22,21,20,19,18 Max Grav All reactions 250 Ib or less at joint(s)1,17,25,26,27,28,29,30,31,32,24,23,22,21,20, 19,18 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 8-9=-88/259,9-10=-88/259 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuft=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-11-6 to 3-11-6,Exterior(2)3-11-6 to 17-3-8,Comer(3)17-3-8 to 20-3-8,Exterior(2)20-3-8 to 33-7-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVTPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,17,26,27,28, 29,30,31,32,24,23,22,21,20,19,18. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: January 18,2019 Q WARNING-verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE NM-7471 rev.1W.V2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSVIPII Cual"T CAtoAa,DSB-89 and BCSI kidding Component 6904 Parke East Blvd. SaMy tMomtaMonavallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 21 14. Tampa,FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION h 3/4 Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or x-bracing,Is always required. See BCSI. 0-'/11, c1-2 c2-3 2. Truss bracing must be designed by an engineer.For WEBS Q wide truss spacing,individual lateral braces themselves C) o may require bracing,or alternative Tor I c C - a p bracing should be considered. 0 ' 3 �� 3 b0 3. Never exceed the design loading shown and never U stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c -a ca- cs-a F designer,erection supervisor,property owner and plates 0-'he'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol Indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MTek 20/20 NUMBERS/LETTERS. + software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE r ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension Is ER-3907,ESR-2362,ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and In all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specifled. by text In the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purllns provided at output. Use T or I bracing spacing Indicated on design. If indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rel on lumber values 14.Bottom chords require lateral bracing th 10 is spacing, 9 Y or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MITek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. ® 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standard:: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. W1 is not sufficient. BCSI: Building Component Safety information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MiTek ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015 OFFICE COPY . , . . . , , . . . . . . GuIX&Nt .. SUPPLY & MANUFACTURING TM OK -ALU . ROOF PANEL OVER PLYWOOD Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 0.032"Aluminum GulfLokTM 16" Wide Roof Panel over 15132"Plywood Florida Product Approval #11651.2 R3 Florida Building Code 2017 Per Rule 61 G20-3 Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 %0%J1 1 Sf," xEL Newberry, FL 32669 �% %0%J1111 pPN.. . .....k(;, Engineer Evaluator: = No. 75519 Dan Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 „��•, STATE pE :Q ,�• . • •4 Validator: � G� Locke Bowden, P.E. #49704 ' ,�NALtE1o!D5,'2o1� 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL#11651.2 R3•OCTOBER 5,2017 PRODUCT , , , REPORT .•.,tea- �� 'g 10-v < ENGINEER LOAD TABLE: 0.032"Aluminum GulfLokTM 16"Wide Roof Panel over 15/32" Plywood 3L�.'. �; M..;3_. G r r i rX% s€. -:i0qua 1x€11 ing .»S( e✓�..! ' 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN.1/4" (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE t 1�1 2A�:' s �I i�fC�O p i. ,�., ,� A i . _ i; a .: A ; � v;vrnbiy 4 A ..wmbly A AssergMy A, t '1;:,e rbly A� ZONE 2 #10-12x1" CDX PLYWOOD Assembly A Assembly A Assembly A Assembly A Assembly B Assembly B Assembly B 1.)PANEL DESCRIPTION:GULFLOKIm, MIN. 0.028"ALUMINUM, 7/8" RIB, 16" MAXIMUM COVERAGE,SNAP SEAM. 2.)PANEL FASTENER:THROUGH PANEL SLOT.(1)#10-12X1"PANCAKE TYPE A, %4" MIN. PENETRATION THROUGH PLYWOOD. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:ASSEMBLY A: 52.5 PSF PANEL FASTENERS AT 5Ye"O.C.;ASSEMBLY B:1 16.0 PSF PANEL FASTENERS AT 51/a"O.C.WITH 1/4'-5/16" DIAMETER CONTINUOUS BEAD OF TITEBOND WEATHERMASTER METAL ROOF SEALANT ON THE MALE RIB. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING &TESTING. 4.)PLYWOOD DECKING: MIN.1512"THICK,APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017. 5.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. HIP ROOF a. Note:Dimension(a)is defined as 10%of the minimum width of the building or ?ZONE2 ZONE3 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be less than either 4%of the minimum width of the building or 3 feet. ASSEMBLY A RIDGE / 16" COVERAGE ZONE 1 EAVE ZONE GABLE ROOF a> {1) #10-12 X 1"TYPE A PANCAKE sa SPACING:SEE UPLIFT TABLE RIDGE ASSEMBLY B - -Fa -1/4'-5/16" DIAMETER BEAD OFTITEBOND SEALANT ZONE 1 _ . ....... (1) #10-12 X 1"TYPE A PANCAKE 71, SPACING: SEE UPLIFT TABLE -ZONE3 EAVE FL#11651.2 R3•OCTOBER 5,2017 PRODUCT EVALUATION REPORT KUHN ENGINEERING, FLORIDA PRODUCT APPROVAL Gulf 'CoA 19 SUPPLY & MANUFACTURING ii_. q., �' :� r#,,;ceeri, Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Product Description: GulfLokTM, '/B" Nailstrip Roof Panel, Minimum 0.028" Aluminum, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum 15/32" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 0.028" Aluminum 3105 H-24 conforming to Florida Building Code 2017 Section 1507.4.3. Paint Finish Optional Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 0.028" Minimum Width: 16" Coverage Maximum Female Rib: 7/8" Tall Male Rib: 3/4" Tall Rib with Slotted Strip Panel Seam: Snap Lock Panel Seam Sealant: Titebond Weathermaster Metal Roof Sealant apply 1/4"-5/16" diameter continuous bead on the male rib for Assembly B only. Panel Fastener: Through Panel Slot: (1)#10-12x1" Pancake Type A 1/4" Minimum Penetration through Plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15&" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2017. Design Uplift Pressures: Table"A" Maximum Total Uplift Design Pressure 52.5 psf 116.0 psf Sealant on Male Rib NOT USED USED FL# 11651.2 R3•OCTOBER 5,2017 PRODUCT EVALUATION CT APPROVAL Gull oast "' "^ SUPPLY & MANUfAGTURING OK i Ni PLYWOOD xi FLOW" 16-WIDE ROOF PANEL OVER 15/32 T Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06-Test for Uplift Resistance of Roof Assemblies • UL 1897-12 - Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94/ 1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization #TST-5328) Report No. 1 17-0337T-10 Dated 03/07/2011 2. Certificate of Independence By Dan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC (FBC Organization #ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including Section 1507.4.2 and in accordance with Manufacturers recommendations. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2017 section 1507.1.1. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. FL# 11651.2 R3•OCTOBER 5,2017 PRODUCT EVALUATION 1 . . • �� Gull Coast SUPPLY & MANUFACTURING UL . 15111 Simi* tf r kAN .r •""1'11" T r>rift� ` yy Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design.The maximum fastener spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. FL#11651.2 R3•OCTOBER 5,2017 PRODUCT EVALUATION REPORT kyj 1:8 . . . . . . 0 Gulf Coast SUPPLY & MANUFACTURING et Ll •w ASSEMBLY A ---16" COVERAGE __(l) #10-12X 1" TYPE A PANCAKE SPACING: SEE UPLIFT TABLE ASSEMBLY B —1/4"-5/16" DIAMETER BEAD OF TITEBOND SEALANT---- (1) #10-12 X 1" TYPE A PANCAKE SPACING: SEE UPLIFT TABLE y44{411t11jI/ 0 E No. 75519 :3'. STATEoF I'D / oR` PG\�� • /DNA FL#11651.2 R3•OCTOBER 5,2017 METALPANEL DETAIL KUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9,BOCA RATON.Fl. 33487 FL COA #30404 Installation Storage and Handling Metal roofing panels are designed to shed water, not to hold —Tarp water for an extended period of time.Thus,it is important to (loosely attached store panels dry position a stack of panels away from stranding _ to permit airflow) water,elevate one end to allow water drainage,and cover ,. loosely with a tarp as shown in the image.Storing panels under = - ------- cover =cover or indoors is recommended.Panels must NOT be stored in vicinity of:saltwater,corrosive chemicals,pressure treated Elevate end of panels mm Panels lumber,fertilizer,or other chemicals.When handling panels,be sure to support the panel to avoid damage from bending of the panel.In general, no more than 113 of the length of a panel should be unsupported. Preparing the Roof Deck In most cases,the rafters or roof trusses will be covered with a sheathing material(plywood,OSB,etc.)which is then covered with underlayment.The design and construction of the roof structure and decking is outside the scope of this document.However,it is important to note that a poorly prepared roof deck will likely result in a poorly installed metal roof.The roof panels will generally match the shape of the roof deck—if there are ridges in the underlayment, uneven decking or other high areas,these imperfections will likely show through the metal panels. Order of Installation Typically,eave drip,valley trim,and transition trim are •--* Measure one panel installed with the underlayment.Metal panels are installed width along ridge next.Finally,ridge/hip caps,gable trim,and end/side wall trim are installed last.(Note that not all trims will be required in all cases.) E _c Installing Metal Panels } Measure one panel Install the first panel with the overlap side along the gable. width along eave It is common to measure one panel width along the ridge and the eave,and to chalk a line between these points,(See images)Aligning the panel edge with this line will help set - - the first panel.It is extremely important to set the first Align first panel with chalk line panel square;any deviation will ripple across all of the remaining panels. �—Nail strip and/or male Typically,the first panel is attached on the gable end by ;; leg on field of roof driving fasteners through the panel directly to the deck. (This portion of the panel is then covered with Z-flashing ander Female leg on gable rake.)The other end of the panel will receive a clip or ;; gable end of roof will be fastened through the nail strip. ,a (888)393-03351 www.gulfcoastsupply.com Installing GulfLokTM(snaplock, clipless system or nail strip) GulfLok'" installation begins as described above.The first panel is fastened to the gable end by driving fasteners through the panel near the female leg(opposite the nail strip edge).Next,the other side of the first panel is fastened through the nail strip.The next panel is snapped on by pressing the female leg of the next panel onto the male leg of the previous panel.Firm pressure is required to make this snap.The use of a white rubber mallet may be helpful but should be used with care.(Black rubber is more likely to mark the panels.)Once the panel is snapped,the opposite end is fastened through the nail strip.Continue this pattern across the roof section. Refer to the product approvals and the load tables in this document for fastener spacing and other special fastener requirements. The process of snapping and unsnapping the panels may cause permanent deformation of the outside edge of the female leg.It is recommended that the panels be snapped in place only one time. However,if the project requires it,the panels can typically be pried apart with a flat head screwdriver or claw hammer. Some installations require a Titebond sealant(or similar)in the seam.This provides extra watertightness performance,but also acts as an adhesive,The sealant should be applied to the inside of the peak of the female leg prior to installation of the panel.Once set,the panels may be very difficult to separate. Installing GulfSeamTM(snaplock,clip system) GulfSeam"installation begins as described above.The first panel is fastened to the gable end by driving fasteners through the panel near the female leg(opposite the nail strip edge).Next,the male rib on the other side of the first panel is held down with clips.The clips are fastened to the roof deck with two or more low profile/pancake fasteners.The female leg for the next panel is snapped onto the first panel,clips installed,next panel snapped,and so forth.Continue this pattern across the roof section. Refer to the product approvals and the load tables in this document for clip spacing. Installing VersaLocTm and MegaLocTM(mechanical seam) VersaLoc"and MegaL.oc'require the use of clips and special seaming tools.Typically, hand seamers are used to begin the seam,and a mechanical seamer can complete the seam.Gulf Coast is proud to partner with DI Seamers to provide mechanical seamers tailor built for Gulf Coast panels. Please see Appendix E for a copy of DI Seamer's instruction manual and see http://gulfcoastsupply.diroofseamers.com/for more information. Refer to the product approvals and the load tables in this document for fastener spacing Fastening Nailstrip Panels and Clips Correct installation of fasteners is critical to ensure performance of the roof.Overtightening can strip out the substrate,reducing the fastener pullout/withdrawal performance.Overtightening a nail strip panel can over- engage the panel and create a waviness the nail strip. Use drill/drivers,screw guns or similar tools with maximum RPM of 2,500.Depth-sensing nose pieces are recommended to ensure consistent tightening of fasteners.Impact drivers are not recommended as they may overdrive or damage the fastener. Install the number and spacing of clips and fasteners as required by the load tables contained in the product approvals and this document. Remove any metal shavingstfragments.Failure to brush off or otherwise remove all of these metal shavings will result in rusting. (888)393-0335 1 www.gulfcoastsupply.com Field Cutting Metal Panels Tin snips or electric nibbler/shear tools are recommended for field cutting panels.Cutting a metal panel with any device will create small slivers of metal that must be removed from the panel to avoid rusting or damage to the panel,The use of circular saws or other abrasive cutting tools is not recommended as these tools will create significant heat which can burn the panel coating and may produce tiny,hot metal particles which can become embedded in the panel finish. Both of these conditions are likely to result in premature rust and corrosion of the panels. Care and Maintenance Gulf Coast Supply recommends that a metal roof be assessed annually to check for any damage or deterioration. This can be done from the ground in most cases(binoculars may be helpful).Consider visually assessing the following items: a. Look for water stains both outside and inside the building (if possible)that may indicate a leak. b. Check for missing,loose,or deteriorated fasteners.Thermal expansion and contraction of the metal, foot traffic,and wind-induced movement may back fasteners out or otherwise compromise the fastener performance.Overtightened/over torqued fasteners are especially susceptible to back out over time. Tighten or replace fasteners as needed. c. Assess condition of any visible sealant.Metal roof longevity studies indicate that sealants are often the first component to fail.Replace cracked or peeling sealant. Remove loose debris and clean the roof as needed.Mild biodegradable cleaners,household ammonia,or household bleach may be used when necessary(dilute 1/2 cup of 5%bleach in 1 gallon of water).Consult the warranty information or contact the manufacturer for more information on your specific system. (888)393-0335 1 www.gulfcoastsupply.com m