The URL can be used to link to this page

1644 W Park Terr - Permit ACC18-0016 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 ACCESSORY - SINGLE OR TWO FAMILY ACCESSORY MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: ACC18-0016 Description: NEW DETACHED GARAGE Estimated Value: 74206 Issue Date: 3/26/2018 Expiration Date: 9/22/2018 PROPERTY ADDRESS: Address: 1644 W PARK TER RE Number: 172020 0164 PROPERTY OWNER: Name: GRAMLING SCOTT R Address: 1644 W PARK TER ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: MILLER CONSTRUCTION GROUP LLC Address: 265 CAROLINA JASMINE LN SAINT JOHNS, FL 32259 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. J n� PermitConditions BeachCity ofAtlantic Permit Number:ACC18-0016 Description: NEW DETACHED GARAGE Applied:3/1/2018 Approved:3/21/2018 Site Address: 1644 W PARK TER Issued:3/26/2018 Finaled: City,State Zip Code:Atlantic Beach,FI 32233 Status: ISSUED Applicant:<NONE> Parent Permit: Owner:GRAMLING SCOTT R Parent Project: Contractor:<NONE> Details: LIST OF • • SEQ`NO ADDED DATE , REQUIRED DATE FSATISFY DATEf" TYPE STATUS DEPARTMENT CONTACT REMARKS. 1 3/8/2018 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes`' Full erosion control'measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247- S814)to request an Erosion and Sediment Control Inspection prior to start of construction, 2 3/8/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes; All runoff must remain on-site during construction., 3 3/8/2018 POST CONSTRUCTION TOPO INFORMATIONAL SURVEY PUBLIC WORKS Scott Williams 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. ` 4 3/8/2018 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: ° Rolloff container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's,Inc.,Republic Services,Donovan Dumppsters)�. ContainerIcanriot be placedon City right-of-way. 5 3/8/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required. Printed: Monday,26 March,2018 1 of 2To s rf,'4Uyr�V, n� PermitCondit-ions City ofAtlantic Beach 6 3/8/2018 CONSTRUCTION SITE INFORMATIONAL MANAGEMENT PUBLIC WORKS Scott Williams Notes:, .,, Providetconstruction site'management plan,including location of silt fence,dumpster,portable toilet. Right-of-Way Permit is required if,using right- of-way for construction parking. 7 3/8/2018 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes:` . All runoff must remain on-site. Cannot raise lot elevation. 8 3/8/2018 TOPO SURVEY INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Must provide a topographic(TOPO)survey with water retention for final C.O.Inspection. qp Printed: Monday,26 March,2018 2 of 2 VIV,Fs, �, City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) j 800 Seminole Road Atlantic Beach, Florida 32233-5445 ``��1 (� �—✓-�-� - } Phone(904)247-5826• Fax(904)247-5845 1 E-mail: building-dept@coab.us Date routed: 1 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: � R Department review required Yes No ilrJin Applicant: AN t LL,�P C-0�r anniiig &Zonin Tree Administrator Project: Eubc Utilities Public Safety Fire Services 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. enied. ❑Not applicable (Circle one.) Comments: L / BUILDING �i PLANNING &ZONING Reviewed byz� ��— Date: TREE ADMIN. Second Review: JzApproved as revised. ❑Denied. []Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES � 1-18' PUBLIC SAFETY Reviewed by:�✓�-�� Date. Z FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 i CITY OF ATLANTIC BEACH �r 4 MAR 800 Seminole Road 2 0 2018 Atlantic Beach Florida 32233 J t REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date /Z / Revision to Issued Permit Corrections to Comments Permit# C f Project Address Contractor/Contact Name 1111411:k (�• If G�rf✓ l !� Phone 40 2-1 !�O Email r7L C? �� ti /YZ Description of Proposed Revision/Corrections: Permit Fee Due$ Additional Increase in Building Value $ Additional S.F. L By signing below,I Pv` Lp affirm the Revision is inclusive of the proposed changes. /(printed name) Signature of Con-tractor//, gent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not P Applicable to Department . P Revision/Plan Review Comments Department Review Required: in &Zohingj Reviewed By Tree Adminis gator Public Works Public Utilities �� Public Safety Date Fire Services CITY OF ATLANTIC BEACH = 5 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 'f (904)247-5800 ZONING REVIEW COMMENTS Date: 3/5/2018 Permit#:ACC18-0016 Site Address: 1644 W PARK TER Review Status: DENIED RE#: 172020 0164 Applicant: MILLER CONSTRUCTION GROUP LLC Property Owner: GRAMLING SCOTT R Email: RMILLER@MCG-JAX.COM Email: Phone: Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. evisions may not be submitted unfit ALL departments haus completed their respective reviews evisions submittedMUST respond to EAGH rt depament review.Submittals tha respond to only one or ew correction itemswilt not be accepted Correction Comments: Side Yard Projections: Section 24-83(b) limits structural projections into side yard setbacks, including roof overhangs, to 24". Please provide the dimensions for the roof overhang on the north side of the garage. Height: Section 24-17 requires height to be measured from grade to the highest point of a buildings roof structure or parapet and any attachments thereto, exclusive of chimneys. Please show the overall height from grade on plans. Brian Broedell, bbroedell@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with"clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked"VOID"but are to be left within the set of drawings. Complete new sets of drawings will not be accepted ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. City of Atlantic Beach APPLICATION NUMBER -: Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 l E-mail: building-dept@coab.us Date routed: t City web-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: � R l Departrtte t review required Yes o tltLin Applicant: it annirig &tonin - Tree Administrator Project: [ �" k C- a ubli orks Public Utilities Public Safety Fire Services Review fee $ _Dept Signatures _ Review or Receipt Other Agency Review or Permit Required 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: .BUILDIN = PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ]Approved as revised. ©'Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: 3 G 2a/ FIRE SERVICES Third Review: Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: nick Date:3161?_ol Revised 05/19/2017 OFFICE COPeBuilding Permit Application Updated 12/8/17 - - City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 Job Address: Ifs 7 7� P/'2�� T� �G W� 1e 1G Permit Number: Legal Description 56aAelAoyeyd UN/T 6 . &AC40 CDT/ �Z2-r,3 —R E# Valuation of Work(Replacement Cost)$ W ZG�.oa Heated/Cooled SF NQ Non-Heated/Cooled Y141 $� • Class of Work(Circle one): ew ddition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial esidentia • If an existing structure,is afire sprinkler system installed?(Circle one): Yes NoN/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: &®PS7'XL0r/o tJ Do�:/v6w DEM-CA(Cb i� fk Florida Product Approval# for multiple products use product approval form Property Owner Information I Name: 54ar7T 6/4Mt-//-16 9EU.I/ AM1,1A) Address:-16-'Iq J�Zf" 10., ATZA' City C State L Zip 32233 —Phone- E-Mail hone_E-Mail @ Am;Zob® , e Owner or Agent(if Ag t, Power of Attorney or Agency Letter Required) Contractor Information Name of Company: N1166(2-4ys4S1'1UC 1J 04!I P UC Qualifying Agent: 2T,G/L Q. wa-'Qz Address Z45 C41;6ciM4 .T At(A►-LAI. City S State FG Zip3Z25t Office Phone[9ay,) 23o-Oafi ol- Job Site/Contact Number uD e-o)c (If-&42 2r j_Y5$ b State Certification/Registration# 613C/25274 T E-Mail .Com Architect Name&Phone# k) A: - 3- Engineer's Name&Phone# 57- V&J K-1-5-rj4VL (3212 Je0g-209.3 Workers Compensation Exemp / surer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to o e work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,et .NOTI.E:In addition to the requirements of thi permit,there may be additiona'I restrictions applicable @o#this property that may be RRntidstr,,he publicords of 6his county,an t here may be additional permits raequired from other9goVernmental-entities-such as its,state agencies,o ederalagencies OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. (Signature of Owner or Agent) (Sign ure of Contractor) (including contractor) Sineg d and sworn to(or affirme before me this 2 day of Signed and sworn t,\olo/r affirmed)before me this 22 day of f'L 0 I �'e o cc r a- .�) .�� be+h_YCh__,, by e,c N �v6 t 1 ,' (Signature of Not ) (Signature of Notary) • � REBECCA J.fITC?ifTT =� Y°sa'c KATHERINE COX Personally Known OR •1rx�Po' =°' 0 ( ]Personally Known OR , k; Commission#FF 097998 Produced Identificatio =:. .�:; Notary Public•State of Florida Expires March 3,2018 [ l e. . _ [ ]Produced Identification Type of Identification: = '_ Commission�.FF 934464 :epF Bonded Th uTro Yp Type of Identification: rraln�nsuranceaoo3Gs-joss . •��iFOF il�P`•`• My Cumm. Expires Dec 30, 9 uuu`` Bonded lhrounh Natinnal Nntary Acsn 0FRCE 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) Id LAND INFORMATION: Zoning District Flood Zone _C Minimum FFE 3.09 BUILDING INFORMATION: Construction Type ,U 0 Occupancy Group Q-,�s - Ole -ecy VrvcTvr0-1 �1 a ru s_C_ Number of Stories l Max Occupancy Load Fire Sprinklers Required N, k CONDITIONS/ COMMENTS: Rev.2.7.2018 RECEIVED CITY OF ATLANTIC BEACH M Q R - 9 2018 800 Seminole Road OFFICE COPY Atlantic Beach,Florida 32233 3 Building Department City of Atlantic Beach, FL REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date YRevision to Issued PermitCorrections to Comments Permit# ACC l 00 Project Address 7 T /< � �✓�� `v Contractor/Contact Name RI&I-1 C� Gc/�✓S Phone Z l % G S-S' Email 4? G1 6 Description of Proposed Revision/Corrections: Permit Fee Due$ 4 � Additional Increase in Building Value $ Additional By signing below,I Ai>E"'�f �/?,�jj�,/yizb �D 7C affirm the Revision is inclusive of the proposed changes. (printed name) / - -J Signature of Contractor/Agent(Co-trr must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Depart_m_ent Review Required: Buildg ing Zoning Reviewed By T-r�enAdoiHaktrator Q—Rub Works Public utilities 3l 16 f Za! Public Safety Date Fire Services ...... : � w CITY OF ATLANTIC BEACH 800 Seminole Road } Atlantic Beach Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date-3' /Z Revision to Issued Permit Corrections to Comments / Permit# Project Address /f(o �/ 11 �hZ rl �� '� -e�7— Contractor/ —Contractor/Contact Name Phone 90 V 7 Z 19 – 4/U Email MAR 1 2 2018 Description of Proposed Revision/Corrections: Permit Fee D 7C Additional Increase in Building Value $ Additional S.F. By signing below,I P. - LU�C affirm the Revision is inclusive of the proposed changes. (printed name) 7z- -3 - / z Signature of Contractor/Age (Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments ment Review Required: B� illdi,a ing &Zoning Reviewed By Tree Administrator Public Works Public Utilities V161201 Public Safety Date Fire Services CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD OFFICE C0ICY ATLANTIC BEACH,FL 32233 f (904) 247-5800 BUILDING REVIEW COMMENTS Date: ► 8 Per :A - ,e res Review Status: RE#: 172020 0164 Applicant: MILLER CONSTRUCTION GROUP LLC Property Owner: GRAMLING SCOTT R Email: RMILLER@MCG-JAX.COM Email: scottg6mmi2000.net Phone: 904.230.0502 Phone: 904.910.3369 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments haue completed their respective reui ws Revisions submitted MUST respond to EACH department review. Submittals that respond to only One 0-ria ew correction items will not be accepted Correction.Comments: Cgarage pies of the Florida Product Approval Information Sheets for all components and cladding. er's installation instructions shall.be on site for inspections of windows, doors(includin onal roll up doors), siding,metal roofs. Zisnot s TRELLIS ROOF PLAN and WALL.SECTION (TYP.) directly below the trellis r location for this trellis on the site plan survey:or any of the:elevation drawing. Verify th t t of this permit application or show where it will be located and show dimensions i IZ`3. , an,s o ge there ere is no 1/A2 to show what might e a footer detail.What is shown is SW01/A2,for atypical stemwall foundation. I usually find the cuts for footer detail on the Foundation Plan.Verify that the SW 1/A2 on page A2 is to be the footer detail for the garage or resubmit a new foundation plan with the:correct o ies. rn 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 a sly,/ 2evc�i w A 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. LL- CITY OF ATLANTIC BEACH f MAR 2 p 2018 800 Seminole Road J Atlantic Beach,Florida 32233 r REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date Z0 `� Revision to Issued Permit Corrections to Comments- Permit Project Address /6 y �,Z�G� ��'� �'Cyv �/ Contractor/Contact Name /l �/� La�i fit/�ifGy�✓ Vb� ®y-�/ Phone 4 y ?tel !©� Email /� i �� - �1 �� `- C o 6 Description of Proposed Revision/Corrections: Permit Fee ue$ 00 Additional Increase in Building Value $ // Additional S.F. By signing below,I >v`/,;t�P (.SOX affirm the Revision is inclusive of the proposed changes. printed name) / Signature of Contractor/Agent(Contractor must sign if increase in valuation) late (Office Use Only) A roved Denied Not Applicable to Department PP PP P Revision/Plan Review Comments Department Review Required: in `&Zoning Reviewed By Tree Adminis rator Public Works Public Utilities Public Safety Date Fire Services CITY OF ATLANTIC BEACH - � 800 SEMINOLE ROAD _ �. ATLANTIC BEACH,FL 32233 .; F F I C C go Py (904)247-5800 ZONING REVIEW COMMENTS Date: 3/5/2018 Permit#:ACC18-0016 Site Address: 1644 W PARK TER Review Status: DENIED REM 172020 0164 Applicant: MILLER CONSTRUCTION GROUP LLC Property Owner: GRAMLING SCOTT R Email: RMILLER@MCG-JAX.COM Email: Phone: Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. euisions may not be subrnitfie`d uritilA�lL departments`have completed their respective reviews euisionssubmitted MUS7,respond to Ea.. department review.Submittals that respond to Dgiy one or few'correction iterresw�ll_not:be:accepted Correction Comments: Side Yard Projections: Section 24-83(b) limits structural projections into side yard setbacks, including roof overhangs, to 24". Please provide the dimensions for the roof overhang on the north side of the garage. Height: Section 24-17 requires height to be measured from grade to the highest point of a buildings roof structure or parapet and any attachments thereto, exclusive of chimneys. Please show the overall height from grade on plans. Brian Broedell, bbroedell@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with"clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. 1 � City of Atlantic Beach .;APPLICATION NUMBER•„ = Building Department (To be assigned by the Building Department)- � t' �T - 800 Seminole Road i r:� a; j� (,. y v Atlantic Beach, Florida 32233-5445r t�� ' +� =� Phone(904)247-5826 • Fax(904)247�'5845NAR 01 201 t E-mail: building-dept@coab.us ,� Date routed City web-site: http://www.coab.us Pit. APPLICATION REVIEW AND TRACKING FORM Property Address: [ �4 fa�� VJ D t review required Yes No Applicant: 2 amm�g &Zonin ` 'Tree Administrator Project: r��AC, kublirks Public Utilities Public Safety . Fire Services Review fee$ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection r° 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. E44ot applicable (Circle one.) Comments: BUILDING X piens-Foo la_vy PLANNING &ZONING d by: � Date.Reviewed ,�� • � � •- /[ TREE ADMIN. Second Review: A roved as revised. Denied. ❑ pp ❑ ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. []Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 -'41 1 APPLICATION NUMBER 0 City of Atlantic Beach Building Department (To be assigned by the Building Department.) A, 800 Seminole Road MAR 0 12018 Atlantic Beach, Florida 32233-5445 Phone (904)247-5826 - Fax(904)24,775845 E-mail: building-dept@coab.us F•'y- Date routed: 6 City web-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Department review requited Yes No 4771 Zo nii�n Applicant: COIN:kSi =�anihq & Tree Administrator Project: 2ubliic 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. V/Denied. []Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING �1/169 Reviewed bK Date: ? 4 4,7 TREE ADMIN. Second Review: Approved as revised. DDenied. ONot applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed Date' _'' FIRE SERVICES Third Review: [-]Approved as revised. OlDenied. E]Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 RECENED CITY OF ATLANTIC BEACH .. • ;: .� MAR - 9 2018 800 Seminole Road .. - � Atlantic Beach,Florida 32233 �w's)FilyI�' lf'P'�+ Building Department City ®t Atlantic Beach, FL �� r t, O R REVISION REQUEST/CORRECTIONS TO PLAN REVIEW C� ',' EN S� 201 • �"BPS Date !/ Revision to Issued Permit' Corrections to Comments Permit# ACC 1 00 f ProjectAddress % � 'L�``1 � !� �� MSS Contractor/Contact NameCC�� Phone 20 Z G S-S-' Email Description of Proposed Revision/Corrections: Permit Fee Due$ f ��r� !�A- 6� d=�%fin/TG✓ ��SC�i�! .5�� s� COIL t t� Additional Increase in Building Value $ Additional S.F. By signing below,I /F^' / 'q'o affirm the Revision is inclusive of the proposed changes. (printed name) //- Signature of Contractor/Agent(Conti t must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments w S rtment Review Required:g De Zoning eviewed By tmtor �; ,y Public Utilities 2/,� �" Public Safety Date Fire Services CITY OF ATLANTIC BEACH Department of Public Works 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 3/8/18 Applicant: Miller Construction Group, LLC Permit#: ACC18-0016 (DEED Detached Garage) Address: 265 Carolina Jasmine Lane Site Address: 1644 Park Te ace W. St. Johns, FL 32259 Email: scottgkmmi2000.netA PP ®®VE® Email: nniller@mcg-jax.com PUBLIC WORKS CORRECTION ITEMS: � / (Submit the following to the Public Works Department in order for us to appF a your application) • Provide construction site management plan including location of silt fence, dumpster, portable toilet. Right-of-way Permit is required if using right-of-way for construction parking. • Provide drainage plans showing site topography (flow arrows, etc.). • 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 on-site retention required per Section 24-66(b). • Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • Full erosion control measures must be installed an 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 to retention area and retention overflow must run to street. • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapell's, Inc., Republic Services, Donovan Dumpsters). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • Provide construction site management plan including location of silt fence, dumpster, portable toilet. Right-of-way Permit is required if using right-of-way for construction parking. • All runoff must remain on-site. Cannot raise lot elevation. • Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. Page 1 of 2 '1 Scott Williams,Director of Public Works swilliams(a,coab.us/904-247-5834 HQS PLAN REVIEW= IS QNE OF M,,0 OT1 I!P.I,El DEPARTMENT REVIEW Any plan change must be submitted as a Revision to the Building Department at 800 Seminole Road. 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. 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 : .:. Comp. By: SRW Date: 1/4/2018 Public Works Department City of Atlantic Beach Permit No: Address: 1644 Park Terrace West 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) = 21,650 ft' Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 6,571 21,650 1.00 0.30 Pervious 15,079 21,650 0.20 0.14 Runoff Coefficient(C)= 0.44 Runoff Volume V= 0.44 x 21,650 x 9.3 / 12 V= 7,430 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 21,650 ftZ Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 7,629 21,650 1.00 0.35 %ISA= 35.2% Pervious 14,021 21,650 0.20 0.13 Runoff Coefficient(C)= 0.48 Runoff Volume V= 0.48 x 21,650 x 9.3 / 12 V= 8,086 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 8,086 - 7,430 DV= 656 ft3 Retention MASTER WATER RETENTION 1/4/2018 Comp. By: SRW Date: 1/4/2018 Public Works Department City of Atlantic Beach Permit No: Address: 1644 Park Terrace West Provided Storage: Elevation Area Storage (ft) (ft) (ft) 9.0 324 0 BOTTOM 18 X 18 9.6 400 217 TOB 20 X 20 Elevation Area Storage (ft) (ftZ) (ft) 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft) (ft) 0 BOTTOM 0 TOB Inground storage=A*d*pf A=Area= 400.0 d=depth to ESHWT= 6.0 pf=pore factor= 0.3 Inground Storage= 720.0 ft3 Required Treatment Volume= 656 ft3 Supplied Treatment Volume= 937 ft3 Retention MASTER WATER RETENTION 1/4/2018 MAP SHOWING BOUNDARY SURVEY OF LOT -16 BLOCK B AS SHOWN ON MAP OF N \\ �]O�D E SELVAUNIT No.6 � ��1• pALM (60 y�A) ASRECORDED IN FST BOOK 34PAGESES SLOB 5�-5�8 OF THE am uenEtoaosoPmrvrieouem.itawoa CERTIFIED TO:x+rtEER coxsmucnox oRow u¢ Qk— lilt: "sbe.. c 'r co sib• ,10 mm .m.• Ttit.':: s5,'� mz S78°0 �ITa�.a _ i:,,6`•Yfd�';, oVIP. �,1P mrr pox ;1.::•;. '��„iatj;'..';'• � � J � \ t® `' :"i.'.•�,is�.:... ms a � dm.n• ioal olEAa amIt E°�nam of o- Awl Y N 1 Nam �v 1• x n �d,,..l ® ` nwl A,n. 1' oma" „m mal b ' y'm nil gc ITS 18 eP) M1 m F RRZT 14N.D 4SSOC'I�4T�7S INC. m O 83 56Y]ATlANTOBOULEV SUITE00.NMSO JILLE,—RIDA01fOT-BOC BOS00]0-FA.005A006 u 2'p� cExE6u LEGEND $ �� m In r°rrv�mu "°..v� re'."•�T°"`isx°H•sc"caw.T ."'ij •S�� "�"`, .°mn fiEoo "tv ; it Rd - ixus.m<,B5„m.cEww.s � al ' sum':��.tA�� S��,F°�`•zo'�� =_�;",.•�1�ij1 D? ��.. xln�rx O�xmAOTNFA T,ur,rvEan6sAaE0EwO,Enns Ws'. �mONurt M+EVM.PMEL,mmMVAIa.TEn � CBTr�1PEF9 s�dvxxwmxtttx[xaimurtz¢nerAc[rtn.soaneawm. 12-12-E11T '��• I•., i:!: "NATlbW P;PE0.0.Ef,'Fy.09ERY.N0.6900 LB-6715 F.B. fi06 M. 14� xOTvwovn,x0Ur1M.sIWTAE a0xdmu 0.usE0 sFAL0°r;RpnitlRl 'Ici'OA 6 onoEn WO. At]�286 NOTICE OF COMMENCEMENT U "FICE COPY (PREPARE IN DUPLICATE) Permit No. Tax Folio No. State of to County of Duval To whom It may concern: The undersigned hereby informs you that Improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated In this NOTICE OF COMMENCEMENT. Legal description of property being improved: saavd iog4m- 6181+r A)o f L3LoCk- a r 16 e-1A AT B®alL 4- ' 01-2-5-7-U P4,0• .3q-57i Address of property being improved: 16 86/16f-.lCL General description of improvements: E'DNST"0-77a� C Ak-?73e 47ipfPE Owner -5":M 6 AAM t-(,,J 6 Address IIr44 P&W-7tima GU AitmyC aeAdu Ft 322-33 Owner's interest in site of the improvement Fee Simple Titleholder(if other than owner) N Name Address (J Contractor , AlL�Lf� /MrcG��L[,oN5fay C,27 l) to 120WPtLG<-/CpJC(?�s�la� n o� Address z66,e4iLot-ujA-J4-riouk M. , Uof,fjS GL 3 ZZ n Phone No.(904)230-0502 Fax No. Surety(if any) Address Amount of bond$ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name Address Phone No. Fax No. Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name Address Phone No. Fax No. In addition to himself,owner desfgnates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statutes.(Fill in at Owner's option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY �)OVINER��Signed DATE 2Sefor6 me this day of In t e/ Doc#2018047945,OR BK 18298 Page 914, I Count Duval,State of Flo. a,ha er onally apo ared Number Pages:1 € frein Recorded 02/28/2018 04:42 PM, I hems a and a an i are true and ac rata REBECCA J. RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL :ro��w<�P°�<<.; Notary Public State of Florida COUNTY = Commission#.fF 934464 RECORDING $10.00 :<e' Cres Dec 30,2019 �r o4 c My Comm.Exp' r Assn. Notary Public a erge..'Aa pbf My commission Personally Known or Produced Identification OFFICE COPS CONSTRUCTION GROUP CBC1259763 12 March 2018 Roger Miller Miller Construction Group, LLC 265 Carolina Jasmine Lane, Suite 101 St.Johns, FL 32259 Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 Subj: BLDG REVIEW COMMENT RESPONSE ICO PERMIT#ACC18-0016 RE#172020 0164 Mr.Jones: In response to comment#2 "Page A2 shows TRELLIS ROOF PLAN and WALL SECTION(TYP.) directly below the trellis roof plan. There is location for this trellis on the site plan survey or any of the elevation drawing. Verify that this is not part of this permit application or show where it will be located and show dimensions in reference to property lines.Show height of tallest structure element." 1 Th,etrellis`wilt-not-be constructed�at=thsaime._.Please let—us know if his letter will suffice as an ad-eq uate response-t o,your°comrneri . For any further issues, we can be reached at: (904) 994-1822. Email: rmiller@mcg-jax.com Sincerely, Roger A. Miller President ()FACE COPY PRODUCT APPROVAL INFORMATION SHEET (PAIS) FOR THE CITY OF JACKSONVILLE (Revised:July 8,2008) / p / Project Name: Gramling Detached Garage Permit#: GLI -00 b Project Address : 1644 Park Terrace W. , Atlantic Beach, FL 32233 As required by Florida Statute 553.842 and Florida Administrative Code 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: http://www.floridabuilding.org. See Bulletins G-25-04 and G-03-05 for more information. Product escrip ion or Pro uct Category/SubcategoryManufacturer Model No. Limits of Use Approval# Local# A. EXTERIOR DOORS 1. Swinging Jeld- Wen 3068 Fiberglass HVHZ:no 16468.2 2. Sliding 3. Sectional Clopay Coachman Settlers/Affinity HVHZ:no 15279.17 4. Roll up 5. Automatic 6. Other: B.WINDOWS 1. Single hung P1yGem 1500 Ser' es, SH, Low E HVHZ:no 16100 2. Horizontal slider 3. Casement 4. Double hung 5. Fixed 6. Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12. Other: C. PANEL WALL 1. Siding Hardie Panel & 3hingle Panel Siding HVHZ: es/HVHZ:n 13223.2/13192.4 2. Soffits Hardie Soffit Panel HVHZ: es 13265.1 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other: Printed Date: 7/10/2008 Page 1 of 3 z Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# D. ROOFING PRODUCTS 1.Asphalt shingles Owens Corning A phalt Shingles Non-HVHZ 10674.1 2. Underlayments Owens Corning W atherlock Non-HVHZ 9777.3 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other: E. SHUTTERS NA 1. Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other: F. STRUCTURAL COMPONENTS 1. Wood connector/anchor Simpson SPH-4 HVHZ:yes 10456.11 2. Truss plates 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof ZIP System (R) Wall Sheathing HVHZ:no 17147.2 11. Wall ZIP System (R) Wall Sheathing HVHZ:no 17147.2 12. Sheds 13. Other: Printed Date: 7/10/2008 Page 2 of 3 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# G. SKYLIGHTS 1. Skylight 2. Other: H. NEW EXTERIOR ENVELOPE PRODUCTS NA 1 2 In addition to completing the above list of manufacturers, product descriptions and State approval numbers for the products used on this project, it is the Contractor's or Authorized Agent's responsibility to have a legible copy of each manufacturer's printed instructions, along with the list above, on the job site available to the inspector. The products listed below did not demonstrate product approval at time of plan review. I understand that before these products can be inspected, they must be submitted for review for code compliance and approved by a Plans Examiner. This form will be revised to include each new product in the categories listed above and will be highlighted to indicate the new products and required information. Contractor/Authorized Agent: Roger A. Miller (Print) (Sig ture) Company Name: Miller Construction Group, LLC Mailing Address: 265 Carolina Jasmine Lane City: St . Johns State: FL Zip Code: 32259 Telephone Number: ( 904 ) 230-0502 Fax Number: ( ) NA Cell Phone Number: 9( 04 ) 994-1822 E-mail Address: rmiller@mcg-jax.com Printed Date: 7/10/2008 Page 3 of 3 ;:1644 Park Terrace W.,Atlantic Beach, FL 32233 Addendum to Prod Approval submitted by: Miller Construction Group, LLC Permit: Product Description or Product Category/Subcategory Manufacturer Model No. Limits of Use Approval# Local# F.Structural Components(cont) 11. Wood connector/anchor Simpson H2.5 HVHZ: yes 104546.2 Simpson LSTA18 HVHZ: yes 10852.5 Simpson MSTA24 HVHZ: yes 10852.8 USP HTT45 HVHZ: yes 17324.2 USP RT7 HVHZ: no 17236.3 Simpson HTT5 HVHZ: yes 11496.5 Contractor/Authorized Agent: Roger A. Miller lj (Print) ( gnature) Company Name: Miller Construction Group, LLC Mailing Address: 265 Carolina Jasmine Ln. City: St.Johns State: FL Zip Code: 32259 Telephone Number: (904)230-0502 Fax Number: NA Cell Phone: (904)994-1822 Email Address: rmiller@mcg-iax.com 4+ MILLER C 3 CONSTRUCTION GROUP CBC1259763 12 March 2018 Roger Miller Miller Construction Group, LLC 265 Carolina Jasmine Lane, Suite 101 St.Johns, FL 32259 Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 Subj: BLDG REVIEW COMMENT RESPONSE ICO PERMIT#ACC18-0016 RE#172020 0164 Mr.Jones: In response to comment#2 "Page A2 shows TRELLIS ROOF PLAN and WALL SECTION(TYP.) directly below the trellis roof plan. There is location for this trellis on the site plan survey or any of the elevation drawing. Verify that this is not part of this permit application or show where it will be located and show dimensions in reference to property lines.Show height of tallest structure element." 1. The trellis will not be constructed at this time. Please let us know if this letter will suffice as an adequate response to your comment. For any further issues, we can be reached at: (904) 994-1822. Email: rmiller@mcg-jax.com Sincerely, Roger A. Miller President .. HATCH LEGEND D 9'1-vs„ 30-00-00 4/12 ITCH 3"-15/1-15/1 6 HEEL ® '" 2'OVERHANGS ro°^ '"°mp GABLE ENDS HAVE TOP CHORDS M nNslrtrlr0oa pu•7rvu mw°6• T01 bro mm!M nsponmbdStY ar 6m aw amg puigns,oat tho'hvu Alonufaturee. DROPPED FOR OUTLOOKERS w"'°"wm`m�'°•Pa0°"°M`"N"'°"g --w noted ro ..UNw.7}waxa m b by 24•o .O. . -wnang.m m.bb.simpton u<smrN.neux.o. ply lady 1IY_'Naasb hv�sconnctlan+to°ingle p15'eWs trvuu. 6-1 b.upps! '14uue.m rot dm brlek VN.O. ' -Umer�votu my Fut-Ircnm 6irt:nbe Nomc 'No bmY eM1atgu will bo� Eyau5ldm q q IYnlBuume°nlw oPPnrml In.tmnng llwt. L1i li��_ bACQ a.b- .,le comvtlre la w..oleic.. . U.. Amber thvtw mrontst WNWnPlvy 0.v. wpnw an tdw Amt n.r.en appweee b.raer app6<a r t. acslral swnmmy Sb -G—I.,MnNing. Iivm6Ag and 9�sing of Metd Plem Conmcbd Wmd 'huu prior bond during w..ivtdlvtian. ' ItuWmpowbtntY or trio Con�mrbenaum NNe ' . - preps onenmaon cr No trm.Plvnmon!Pion.m A - the am�enmaaan It. nno Jaeumvnd aeldn ,—1 I.ortne ' - nslmineon. mds NppM aywtln requvd,It wW bo wpPSod n!no erW co.t by 6naam NnLSamvo. ' 1!u the mponub�atr of trio Cwusbr b muko cure ' .. .. tho plrce for truon vm vdSu.Ad fm plwnWng.. ' ' d�vPn rnn nghlq at...,u trio tomo do rot Inie�im tnN tnem typo of ibmv CD T02 ( 13) wmmman�mei,m[s600r.y.bwmmt be O ae®a.ma°. Nor impoev°ay lode an m°naw baw.bolax.7be nam w.n oar.natbnn a�gaea emq nny Mditland bda Ocm nbmo. 1 O .. - arwlnymmtlrann�aNl°r;o w+m°°a glnex,but mins by inv Bwldm Piniavvma ebn [� andYn.conn be Louts on thoP4°vudn�gn Lewingmend N ubkh Any tw.edod by trio trio.Je V onglnnr. Cable end ln�uu regwn ewtlnuava boecm ehW boanng.Rofer b toed eodm for wdl rnming ' , .. mquiremenb. ' Although oU vttempb Fore boon mode m do w,trveen ' maY rot be de®gnM eymmeMcdly.Plenn refs m tha ' Indindud low dmming.vnd WuDlmement Plam fs ' - prigs onenAtlonoM Ptommon ' Builders FirstSource .. Freeport PHONE:850.835.4541 FAX:850.835.4532 .. .. .. Jacksonville PHONE:004.772'6100 FAX:904.772.1973 Tampa MM `1111111111111/11 �pc q - _ ' E Kq Stephen E Kastner, PHONE:813.621-9831 cn . ``�Q`,•°�,\CENSE•Sly�' P F4X:813.628.8966 _ _ y: No.39528 certificate,outFDloridaonal T01 email=skastner@cfl.rr. GRAML[NCGARnGE STATE OF 141- com 1644 PARK TERRACE'W. �•�°R1R•��jG``�� 2018.02.05 14:13:56 .. n°n`p1�a.7mro'�q//ONAIpIN`k`` �"'-05'00' GRAMLING GRG . 12.19-2017 EMD 1 1237467 ,r MITEK PLATE APPROVAL #'S 2197.2-2197.4, LP PRODUCT #'S LVL FL15228-R3, LPI FL15401=R4 N/A N/A1237467• ® 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 RE: 1237467 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: JONES SALES Project Name: 1237467 Model: GRAMLING GA IIaaL 33610-4115 xffff : Lot/Block: 1644 Subdivision: PARK TERRACE WEST Address: 1644 PARK TERRACE WEST City: DUVAL State: FLORIDA Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria& Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 32.0 psf Floor Load: N/A psf This package includes 2 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. I Seal# Truss Name Date 1 IT12780449IT01 12/19/17 12 . I T12780450 I T02 112/19/17 The truss drawing(s)referenced above have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters �0 provided by Builders FirstSource-Jacksonville. .`�•``Z;.•' ••• N �c•.92�'�� Truss Design Engineer's Name: Albani, Thomas 380 My license renewal date for the state of Florida is February 28,2019. IMPORTANT NOTE: The seal on these truss component designs is a certification = �� :?� �• that the engineer named is licensed in the jurisdiction(s)identified and that the STA E OF O • designs,comply with ANSI/TPI 1. These designs are based upon parameters '• All Q,.� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were '�,��• • 0 R 1 O• �N`�� given to MiTek. Any project specific information included is for MiTews customers �,SS'/• •�� file reference purpose only,and was not taken into account in the preparation of 0 N Ai 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 Thomas A.Alban)PE No.39380 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 4—Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: December 19,2017 Albani,Thomas 1 of 1 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek� RE: 1237467 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. T a, FL 33610-4115 Customer Info: JONES SALES Project Name: 1237467 Model: GRAMLING GARA8Y Lot/Block: 1644 Subdivision: PARK TERRACE WEST Address: 1644 PARK TERRACE WEST City: DUVAL State: FLORIDA Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria& Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 32.0 psf Floor Load: N/A psf This package includes 2 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# ITruss Name I Date 1 IT12780449 IT01 12/19/17 12 I T12780450 I T02 112/19/171 The truss drawing(s)referenced above have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters l��VO�iPs, provided by Builders FirstSource-Jacksonville. ��`,��;.��GE t11s ,'9�, ��, Truss Design Engineer's Name: Albani, Thomas No 39380 My license renewal date for the state of Florida is February 28,2019. IMPORTANT NOTE:The seal on these truss component designs is a certification .5� that the engineer named is licensed in the jurisdiction(s)identified and that the .:. STATE OF designs comply with ANSI/TPI 1. These designs are based upon parameters �.� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were *�i, s• 0.R1 d.•' N �` given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only,and was not taken into account in the preparation of i��It'I A`1��i` 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 Thomas A.Atba6l PE No.39360 should verify applicability of design parameters and properly incorporate these designs MITek USA,trio,FLOert 6634 into the overall building design perANSI/TPI 1,Chapter 2. 6904 Patk6EastBlvd.TamA171.33610 Date: December 19,2017 Alban,Thomas 1 of 1 JobTruss Truss Type Qty ply r T12780449 1237467 T01 GABLE 2 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 19 14:03:49 2017 Page 1 I D:xXy.�RIJ?oPibbUsLBJbg3yzGHcx-Eh2Lk5bM6tyIbBXKCmG6gt2Ru4flojUWPuefP6Hy7NhO -2-M 15-0-0 30-0-0 32-0-0 2-0-0 15-M 15-0-0 2-0-0 Scale=1:56.6 4x6 = 11 12 13 14 10 g 15 8 16 7 17 4.00 12 5 6 18 19 u� 3x4% 4 20 3x4 3 21 n 2 22 1 231 0 4x8 II 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 4x8 I 3x4 = 5x6 = 3x6= 30-M 30-0-0 Plate Offsets(X,Y)— 12:04-12,Edge1.12:0-3-8.Edge1,122:0-3-12,Edoe1,122:0-3-8.Edgel,132:0-3-0.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.01 23 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.02 23 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 22 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:166 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 30-0-0. (lb)- Max Horz 2=67(LC 12) Max Uplift All uplift 100 Ib or less atjoint(s)33,34,35,36,37,38,39,40,31,30,29,28,27,26,25,24 except 22=-143(LC 9),2=136(1_C 8) Max Grav All reactions 250 Ib or less atjoint(s)32,33,34,35,36,37,38,39,40,31,30,29,28,27,26, 25,24 except 22=254(LC 24),2=254(LC 23) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- (10) 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=18ft;Cat.Il;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)33,34,35,36,37, 38,39,40,31,30,29,28,27,26,25,24 except Gt=1b)22=143,2=136. 10)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual 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 WOW building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the M�'f' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 i Job Truss Truss Type Qty Ply T12780450 1237467 T02 Common 13 1 Job Reference(optional) Builders FirstSource, Jacksonville,FI 32244 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Dec 19 14:03:51 2017 Page 1 I D:xXy?RIJ?oPibbUsLBJbg3yzGHcx-A4A69ndceUCOrUhjKBIavTW8ySEcBJniMy8WBAy7NhM -2-0-0 , 7-10-14 15-M 22-1-2 30-M 32-M 2-M 7-10-14 7-1-2 7-1-2 7-10-14 Scale=1:54.8 4.00 12 4x6= 5 3x6 3x6 2x4\\ 4 6 2x4 3 7 oS n 2 8 12 13 11 14 10 d 3x8= 3x4 = 345= 3x4 = 3x8= 10-3-0 19-8-12 30-M 10-3-4 9-5-8 10-34 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.32 2-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.64 2-12 >561 180 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.11 8 n/a n/a BCDL 5.0 Code FBC2014/rP12007 Matrix-S Weight:128 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-2 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-34 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1069/0-3-8,8=1069/0-3-8 Max Horz 2=71(LC 12) Max Uplift 2=-347(LC 8),8=-347(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2282/1399,3-5=1964/1242,5-7=-1964/1242,7-8=-2282/1399 BOT CHORD 2-12=-1190/2101,10-12=-692/1396,8-10=-1216/2101 WEBS 5-10=-343/603,7-10=-457/421,5-12=343/603,3-12=457/421 NOTES- (6) 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=18ft;Cat.ll;Exp C;Encl., GCpi=0.18;MWFRS(envelope)and C-C Exterior(2)zone;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=5.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 2=347,8=347. 6)This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. ®WARNING-Verify design parameters and READ NOTES ON TNIS AND INCLUDED M/TEK REFERENCE PAGE MII-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 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,see ANSVrPI1 Quality Criteria,DSB-89 and BCSI Building Component 69064 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 'Sy mbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x,y 6-4-8 1 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See SCSI. 0.ti1G, C''z C2'3 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves rXZ1 Cav 4 may require bracing,or alternative Tor I T O ., iy, y p bracing should be considered. = s� O U 3. Never exceed the design loading shown and never 1L� a� 3 U stack materials on inadequately braced trusses. 0 1L p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c e cs cs� I— designer,erection supervisor,property owner and plates 0- 'Ad'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 ANSlfTPI 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 ANSIfrPI 1. "Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to 4 x 4 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 specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or pudins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. ®® �0 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: 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 a is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with MiTek Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015 r August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST T-BRACE 2 V' OMiTek USA,Inc. Page 1 of 1 Note:T-Bracing/I-Bracing to be used when continuous lateral bracing 0o is impractical.T-Brace/I-Brace must cover 90%of web length. u Note:This detail NOT to be used to convert T-Brace/I-Brace MiTek USA,Inc. webs to continuous lateral braced webs. Nailing Pattern Brace Size T-Brace size Nail Size Nail Spacing for One-Ply Truss 2x4 or 2x6 or 2x8 10d 6"o.c. Specified Continuous Rows of Lateral Bracing Note:Nail along entire length of T-Brace/]-Brace Web Size 1 2 (On Two-Ply's Nail to Both Plies) 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace 2x6 2x6 T-Brace MI-Brace 2x8 2x8 T-Brace MI-Brace Nails Brace Size for Two-Ply Truss Specified Continuous Rows of Lateral Bracing - SPACING Web Size 1 2 k 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace WEB k 2x6 2x6 T-Brace MI-Brace -A 2x8 2x8 T-Brace 2x8 I-Brace k -A T-Brace/I-Brace must be same species } T-BRACE and grade(or better)as web member. Nails / Section Detail T-Brace Web Nails Web I-Brace Nails/ 7 1 FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND1 MiTek USA,Inc.- Page 1 of 1 GENERAL SPECIFICATIONS a 00 0 00 1.NAIL SIZE=3"X 0.131"=10d 2.WOOD SCREW=3"WS3 USP OR EQUIVALENT DO NOT USE DRYWALL OR DECKING TYPE SCREW MiTek USA,Inc. 3.INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND SECURE PER DETAIL A GABLE END,COMMON TRUSS 4.BRACE VALLEY WEBS IN ACCORDANCE WITH THE OR GIRDER TRUSS INDIVIDUAL DESIGN DRAWINGS. 5.BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6.NAILING DONE PER NDS-01 7.VALLEY STUD SPACING NOT TO EXCEED 48"O.C. I---li__T___I-__ I___IT__�I___ II II II II II 11 II II II II II II II II II II II II II II I II 11 II II II II II II II I II Ij Ij II II II II II II I I II II II II II II II II II II I II II I II I 1 Ij I� II II II II I I II II I I I II II I II I I I 1 j I I BASETRUSSES VALLEY TRUSS TYPICAL I I VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS P F12 OR GIRDER TRUSS SEE DETAIL A BELOW(TYP.) SECURE VALLEY TRUSS W/ONE ROW OF 10d WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH NAILS 6"O.C. WIND DESIGN PER ASCE 7-10 160 MPH MAX MEAN ROOF HEIGHT=30 FEET ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12 ATTACH 2x4 CONTINUOUS NO.2 SYP CATEGORY II BUILDING TO THE ROOF W/TWO USP WS3(1/4"X 3") EXPOSURE C WOOD SCREWS INTO EACH BASE TRUSS. WIND DURATION OF LOAD INCREASE:1.60 MAX TOP CHORD TOTAL LOAD=50 PSF MAX SPACING=24"O.C.(BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES DETAIL A (NO SHEATHING) N.T.S. JANUARY 28, 2015 LATERAL TOE-NAIL DETAIL ST-TOENAIL SP • MiTek USA,Inc. Page 1 of 1 ^^^ ti \u/ Itiullur NOTES: 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER a oo AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND a oo EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. Fin 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek USA, Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. OE NAIL SINGLE SHEAR VALUES PER NDS 2001 (Ib/nail) THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW DIAM. SP DF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 p .135 93.5 85.6 74.2 72.6 63.4 VIEWS SHOWN ARE FOR 162 108.8 99.6 86.4 84.5 73,g ILLUSTRATION PURPOSES ONLY U) cri z .128 74.2 67.9 58.9 57.6 50.3 SIDE VIEW 131 75.9 69.5 60.3 59.0 51.1 (2x3) 2 NAILS N .148 81.4 74.5 64.6 63.2 52.5 co NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE-NAIL. NEARSIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3).-16d NAILS(.162"diam.x 3.5')WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: SIDE VIEW SIDE VIEW 3(nails)X 84.5(Ib/nail)X 1.15(DOL)=291.5 Ib Maximum Capacity (2x4) (2x6) 3 NAILS 4 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY ANGLE MAY ANGLE MAY VARY FROM VARY FROM 30°TO 600 VARY FROM 30°TO 600 301 TO 60° 45.000 45.00* 45.00* FEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS ST-STRGBCK 00 ® MiTek USA,Inc. Page 1 of 1 D oo TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, �a 2x6 "STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. MiTek USA, Inc. NOTE 1:2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2:STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR,AND PROPERLY CONNECTED,BY OTHERS, AT THE ENDS. ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE USE METAL FRAMING ATTACH TO VERTICAL SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF STRONGBACK ANCHOR TO ATTACH WEB WITH(3)-10d NAILS (0.131"x 3") TO TOP CHORD (0.131"x 3")TO NOT USE DRYWALL TYPE SCREWS) ATTACH TO VERTICAL WEB WITH(3)-10d NAILS (0.131"x 3") BLOCKING BEHIND THE ATTACH 2x4 VERTICAL TO FACE ATTACH TO CHORD VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND WITH TWO#12 x 3" RECOMMENDED WHILE BOTTOM CHORD WITH(2)-10d WOOD SCREWS(. DIAM.) NAILING THE STRONGBACK NAILS(0.131"x 3")IN EACH CHORD USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT SCREW THROUGH OUTSIDE ANCHOR TO ATTACHW EB WITH(3)-10d NAILS SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF TO BOTTOM CHORD (0.131"x 3") (0.131"x 3") DRYWALBTYPE O NOT USE TRUSS 2x6 4-0-0 WALL BLOCKING STRONGBACK (TYPICAL SPLICE) (BY OTHERS) (BY OTHERS) - sa THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY,USE A 4'-0"LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH(12)-10d NAILS (0.131"x 3") EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH(12)-10d NAILS(0.131"x 3")STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) FEBRUARY 14, 2012STANDARD PIGGYBACK ST-PIGGY-7-10 TRUSS CONNECTION DETAIL MiTek USA,Inc. MAXIMUM WIND SPEED=REFER TO NOTES D AND OR E MAX MEAN ROOF HEIGHT=30 FEET MAX TRUSS SPACING=24"O.C. a oo CATEGORY II BUILDING a oo EXPOSURE B or C ASCE 7-10 DURATION OF LOAD INCREASE:1.60 DETAIL IS NOT APPLICABLE FOR TRUSSES MiTek USA,Inc. TRANSFERING DRAG LOADS(SHEAR TRUSSES). ADDITIONAL CONSIDERATIONS BY BUILDING ENGINEER/DESIGNER ARE REQUIRED. A-PIGGBACK TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. SHALL BE CONNECTED TO EACH PURLIN E WITH(2)0.131"X 3.5"TOE NAILED. B-BASE TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING. C-PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24"O.C. UNLESS SPECIFIED CLOSER ON MrrEK TRUSS DESIGN DRAWING. A CONNECT TO BASE TRUSS WITH(2) 0.131"X 3.5"NAILS EACH. D-2 X_X 4'-0"SCAB,SIZE AND GRADE TO MATCH TOP CHORD OF PIGGYBACK TRUSS,ATTACHED TO ONE FACE,CENTERED ON INTERSECTION,WITH(2)ROWS OF 0.131"X 3"NAILS @ 4"O.C. SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING IS CONTINUOUS OVER INTERSECTION AT LEAST 1 FT.IN BOTH DIRECTIONS AND: 1.WIND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN,OR 2.WIND SPEED OF 116 MPH TO 160 MPH WITH A MAXIMUM PIGGYBACK SPAN OF 12 ft. E-FOR WIND SPEEDS BETWEEN 126 AND 160 MPH,ATTACH MITEK 3X8 20 GA Nail-On PLATES TO EACH FACE OF TRUSSES AT C 72"O.C.W/(4)0.131"X 1.5"PER MEMBER.STAGGER NAILS FROM OPPOSING FACES.ENSURE 0.5"EDGE DISTANCE. (MIN.2 PAIRS OF PLATES REO.REGARDLESS OF SPAN) B D WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS: REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail-On PLATES AS SHOWN,AND INSTALL PURLINS TO BOTTOM EDGE OF BASE TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS MITEK DESIGN DRAWING. SCAB CONNECTION PER NOTE D ABOVE This sheet is provided as a Piggyback connection FOR ALL WIND SPEEDS,ATTACH MITEK 3X6 20 GA Nail-On PLATES TO detail only.Building Designer is responsible for all EACH FACE OF TRUSSES AT 48"O.C.W/(4)0.131"X 1.5"PER MEMBER. permanent bracing per standard engineering practices or STAGGER NAILS FROM OPPOSING FACES ENSURE 0.5"EDGE DISTANCE. refer to BCSI for general guidance on lateral restraint and diagonal bracing requirements. VERTICAL WEB FOR LARGE CONCENTRATED LOADS APPLIED EXTEND THROUGH BOTTOM CHORD TO CAP TRUSS REQUIRING A VERTICAL WEB: OF PIGGYBACK 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS MUST MATCH IN SIZE,GRADE,AND MUST LINE UP AS SHOWN IN DETAIL. 2) ATTACH 2 x_x 4'-0"SCAB TO EACH FACE OF TRUSS ASSEMBLY WITH 2 ROWS OF 10d(0.131"X 3")NAILS SPACED 4"O.C.FROM EACH FACE. (SIZE AND GRADE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) (MINIMUM 2X4) 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM -\TCONCENTRATED LOAD OF 4000 LBS(@1.15). REVIEW BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS GREATER THAN 4000 LBS. 4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS, NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS. 5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH THE PIGGYBACK AND THE BASE TRUSS DESIGN. FEBRUARY 14, 2012 Standard Gable End Detail ST-GE130-001 �n=[--::] MiTek USA,Inc. • Page 1 of 2 U LJLJ Typical_x4 L-Brace Nailed To 2x_Verticals W/10d Nails,6"o.c. Vertical Stud a oo Vertical Stud (4)-16d Common DIAGONAL Wire Nails BRAce MiTek USA, Inc. 16d Common SECTION B-B Wire Nails DIAGONAL BRACE �� Spaced 6"o.c. 4'-0"O.C.MAX (2)-10d Common 2x6 Stud or Wire Nails into 2x6 2x4 No.2 of better 7TRGEOMETRY AND CONDITIONS ARE FOR ILLUSTRATION ONLY. Typical Horizontal Brace Gals 12 � w/(4)-d10d CommTo 2x on l Nails SECTION A-A 2x4 Stud A Varies to Common Truss SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING ZA TO TRUSSES WITH(2)-10d NAILS AT EACH END. * ATTACH DIAGONAL BRACE TO BLOCKING WITH 3x4= (5)-10d COMMON WIRE NAILS. 7B B I (4)-8d NAILS MINIMUM,PLYWOOD SHEATHING TO 2x4 STD SPF BLOCK Diagonal Bracing ** -L-Bracing Refer Refer to Section A-A to Section B-B 2a"Max Roof Sheathing--\� NOTE: 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND 1'3" WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. (2)-1 Dd' 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. Max. / 2 - OR BRACING TECT ROOF WEER 10d NAILS OR TEMPORARY AND PERMANENT / ( ) 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:1x4 SRB OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C. 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF ^ DIAPHRAM AT 4'-0"O.C. /Trus S @ 24" o.c. 6.CONSTRUCTNNECTING A 2x6 STUD AND A 4TUD BRACE ASS OWN W TH16d NAILS SPACED 6"O.C.HORIZONTAL / BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. r�x�/61D\IAGONAL BRACE SPACED 48"O.C. (REFER TO SECTION A-A) Diag. Brace / ACHED TO VERTICAL WITH(4)-16d 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. at I3 p01nt MMON WIRE NAILS AND ATTACHED 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. TO BLOCKING WITH S - D COMMONS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR if needed TYPE TRUSSES. End Wall HORIZONTAL BRACE (SEE SECTION A-A) 2 DIAGONAL Minimum Stud Without 1x4 2x4 DIAGONAL BRACES AT Stud Size Spacing Brace L-Brace L-Brace BRACE 1/3 POINTS Species and Grade Maximum Stud Length 2x4 SPF Std/Stud 12"O.C. 4-0-7 j 4-3-2 j 6-0-4 8-0-15 12-1-6 2x4 SPF Std/Stud 16"O.C. 3-7-0 3-8-4 5-2-10 7-1-15 10-8-15 2x4 SPF Std/Stud 24"O.C. 1 2-11-1 1 3-0-2 1 4-3-2 5-10-3 8-9-4 Diagonal braces over 6'-3"require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6"require 2x4 kbraces attached to both edges. Fasten T and I braces to narrow edge of web with 10d common wire nails Bin D.P.,with Sin minimum end distance. Brace must cover 90%of diagonal length. MAX MEAN ROOF HEIGHT=30 FEET CATEGORY II BUILDING EXPOSURE B or C ASCE 7-98,ASCE 7-02,ASCE 7-05 130 MPH ASCE 7-10 160 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2 MiTek USA,Inc. Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 0 0o Trusses @ 24" o.c. a 00 HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d COMMON WIRE NAILS AND ATTACHED MiTek USA, Inc. Roof Sheathing TO BLOCKING WITH(5)-10d COMMONS. Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR E TO THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE PURLIN WITH TWO iNAIL DIAGONAL BRACNAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS \ 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH.FASTEN PURLIN \ TO BLOCKING W/TWO 16d NAILS(MIN) Diag. Brace \ X PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points SUPPORTING THE BRACE AND THE TWO TRUSSES if needed \ ON EITHER SIDE AS TO TRUSSES - BLOCKING WITH(2 10d NAILSAT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) 10d COMMON WIRE NAILS. End Wall :.._.:,.....:... . ,_ CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(.131"X 3")NAILS SPACED 6"O.C. FOR WIND SPEEDS GREATER 120 MPH(ASCE 7-98,02,.05),150 MPH(ASCE 7-10)NAIL ALL MEMBERS WITH TWO ROWS OF 10d(.131"X 3")NAILS SPACED 6"O.C.(2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE 1 ARE / VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST GABLE TRUSS / BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN �[NTHIS DETAIL IS FOR THE VERTICAUSTUDS ONLY. NOTE:THIS DETAIL IS TO BE USED ONLY FOR / STRUCTURAL GABLES WITH INLAYED STUDS.TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. / STANDARD / GABLE TRUSS r TECHNICAL BULLETIN � ® April 2010 by Weyerhaeuser Bitlletln TB-300 Multiple-Member Connections for Side-Loaded Beams with Concentrated Loads Table 1: Maximum Concentrated Load Applied to Beam-Bolt or Nail Connection (lbs)(') Hanger o dr'!4"a Bolts .> >>•' 16d(0:1'48",x 3"!n')Nails Beam ConflguratiortBolt #Bolts:``' #Nails_ L' Type Diameteri2} 2 4 6 8 "6 12 . 18 24 0.5 2,100 4,200 6,300 8,400 3 ply. 3/4" FACE m 2,125(5) 4,250(5) 6,370(6) 8,495(6) {51/a'Bea ) 0.75 3,060 6,120 9,180 12,240 0.5 760 1,525 2,285 3,0506 le) ce) () (s) TOP. 1,060 2,125 3,185 4,250 0.75 930 1,860 2,790 3,720 - -- - --= - FACE -- - {514 'Beam) 0.5. 1,050 . 2,100 3,150 -4,200 TOP 1,060 2,125 3,185 4,250 0.75 1,530 3,060 4,590 6,120 3'/z"+1'/a" FACE 1 0.5 2,100 4,200 6,300 8,400 (51,"Beam) TOP 2,125(5) 4,250(5) 6,370(5) 8,495(5) 0.75 3,060 6,120 9,180 12,240 FACE 0.5 1,400 2,800 4,200 5,600 ply raj, M 0.75. 2,040. •4,080 6;120=' 8.160 (7"Beam) TOP 0.5 675 1,355 2,030 2,7'10 0.75 - , 825 1,655 2,4,80' '3,305 FACE 0.5 2,800 5,600 8,400 11,200 2 830 5,665 8,495 11,330 ' (5) (5) (5) (5) Z-ply 1W7,+ 31/6•'° 0.75 5,025 10,050 15,070 20,095 (7'Beam) 0.5 935 1,865 2,800 3,735 TO 945(6) 1,890(6) 2,830(6) 3,775(x) 0.75 1,360 2,720 4,080 5,440 2- 1 $1z' 0.5 1,720 3,440 _5,160-, 6,880 p y FACE/ _ (7'Beam) ",TOP 0.75 2,480. ,4,960 7;440;:- ,9,920 0.5 1,015 2,030 3,050 4,065 2-ply 13/4"+31z" FACE!e.' --- -- --- --- (7"Beam)- `TOP c 0.75 1,240 2,480 3,720 4,960 0.5 1;720 3,440 5,1606,880' FACE_ -- - 2-ply 1%"+31z" [ 0.75 2,480 .4,960 7,440 9,929 {7 Beam) �( "TOP0.5 675. 1_,355 2,031)`', 2;710 0:75 825``' 1,655 2,480 3,305 - - - I: 11 0.5 2,800 5,600 8,400 11,200 5'/4 t"131,' "`FACE% (7"Beam) TOP 2,830(x) 5,665(5) 8,495(5) 11,330(5) 0.75 5,025 10,050 15,070 20,095 `�I:� 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Washers required.Bolt holes to be 9/16"maximum for 1/2'bolts, 13/16"maximum for W bolts. 3. Minimum end distance for bolts is 6". 4. Drilling bolt holes reduces the section of the beam and thus the load capacity of the supporting member.Shear and moment capacity of the beam must be checked at the location of each row of bolts. 5. Number of required nails shown must be installed from side opposite hanger. 6. Number of required nails shown must be installed from hanger side.Additionally,install half the number of required nails from side opposite hanger. Page 1 of 8 CONTACT US- 1.888.iLeve18 (1.888.453.8358)■www.iLevel.com AWeyerhaeuser,Level,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.0 2010 Weyerhaeuser NR Company.All rights reserved. TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-300 Table 2A: Maximum Concentrated Load Applied to Beam-Wood Screw Connection (lbs)(') - - wood Fast p Hanger USP2 WS . SimpspiiSDS Beam Configuration Strewn Type Length ;Screws. - #Screws-- . ,. 2 4 6 8 '2. 4 v FACE(31 3'/° 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 3'/" 720 1,435 2,155 2,870 1,020 2,040 3,060 4,080 FACE 3'/° - 77-- 3'/a"+1g/a" BLBm} TOP(4) 3'/z 720. 1,435 2',155 2,870 1;020 2,040 3,060 4,080 3'/a11111'la!" FACE/ `TOP t3) 3'/=" 1,435 2,870 4,305 5,740 2,040 4,080 6,120 8,160 {5?1a"Beam}' - ` 4.plyr °!" FACE(2) 6i(5)' 1;055' 2,110 3,165 4,220 1;360. 2,720 4,080 5,440 {T Beam} Top(2] 17056 1,405` 2;110 2,810 905 1,815, 2,720 3,625 A FACE 43) 3'/i' 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 2-ply V/V+3'la!'. ; 6"(5) 2,110 4,220 6,325 8,435 2,720 5,440 8,160 10,880 {7'Beam} 2 3'/a" 640 1,275 1,915 2,550 905 1,815 2,720 3,625 TORE' ' 6"15� 705 1,405 2,110 2,810 905 1,815 2,720 3,625 2 ply1'/a" _FACE! ls�; (7„Beaftt) 3 TOP 6 1,055, .2,110 3,165 4,220 930 1,860, 2,785r 3,715 2-ply 1'4"+3FACE>•ist 6"15, (7"Beam} TOP E 1,055 2,110 3,165 4,220 1,360 2,720 4,080 5,440 � z y FACE t4t 6j15� 1,055 ,2,110 3;165 4,220 93fl 1,860 2;785 3,715. (7"Beam) s TOPt4f _ 6°t5� 705 1,405 2,110 2,81090fi �,815 2 720 3 625 FACE. {7 Beam} Tpp 3'/a" 1,915 3,825 5,740 7,655 2,720 5,440 8,160 10,880 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Install screws from both sides of beam. 3. Install screws from side opposite hanger only. 4. Install screws from hanger side only. 5. 6"SDS or WS screws can be used with Parallam®PSL and Microllam®LVL,but are not recommended for TimberStrand®LSL. Page 2 of 8 /I�� CONTACT US•1.888.iLevel8(1.888.453.8358)•www.!Level.com AWeyerhaeuser,il-evel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. TECHNICAL BULLETIN s v April 2010 by Weyerhaeuser Bulletin TE3-300 Table 2B: Maximum Concentrated Load Applied to Beam-Wood Screw Connection (lbs)1'1 Wood nectian N Can ame: Hanger ` TrussLok Beam�Configuratwn Screw TYPe Length . #•Screws " 2 , " :6 $ , `FACE t3h �` 3'/e" 1,600 3,205 4,805 6,410 (5"/<'Beam) TOP 3'/" 800 1,600 2,405 3,205 - 3�/z' 800 1,600. .2,405 :3,205"-, . FACE 1-; (5'/✓,Beam) T©P t3) 3%" 1,600 3,205 4,805 6,410 FACE t21 5 ,6'/0" 1,160 2,320 3,480 4640 4-ply'A14 " 1�) .f � / TOP 5' 6/< 7<75.' 1;545 _ 2;320 3,095 33/" 2,135 4,270 6,410 8,545 5",63/4" 2,320 4,640 6,960 9,280 Ba hi 3%" 710 1,425 2,135 2,850 TOP(2j 5",6W 775 1,545 2,320 3,095 FACE 1 ` (T�Bea�m) STOP t 5",6'/, 1;760 "">2,320 .3,480 .4,640 1 is a 2-ply 43'/s"-' ©PE3) 5",6% 1,160 2,320 3,480 4,640 FACEt$1 5",6'/," 1,'160 2,320 3,480 4,640 ' 2-ply 1'/a"+3'_/i' (7"Beam) TOP t4} 5"„6'/' 1,160. 2320 '3 480 4;640 FACE 1 i (7' Beam) y� TOP t3f 5" 6'/d' 2,320 4,640 6,960 9,280 1. See page 4 for table General Notes,connection details and beam depth limitations. 2. Install screws from both sides of beam. 3. Install screws from side opposite hanger only. 4. Install screws from hanger side only. Page 3 of 8 /I�� CONTACT US■ 1.888.iLevel8(1.888.453.8358)■www.iLevel.com AWeyerhaeuser,il-evel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. ■ I - TECHNICAL BULLETIN April 2010 by Weyerhaeuser Bulletin TB-300 Table 1, 2A, 2B General Notes ■ Connections are based on NDS®2005 or manufacturer's code report. ■ All plies must be the same material and grade. ■ Values are for 100%duration of load. Increase 15%for snow load or 25%for non-snow roof load conditions, where code allows. ■ Rotational effects should be considered for 7"wide beams loaded from one side only. ■ Capacities shown for face mount hanger conditions are based on 16d common(0.162"x 3'/")nails installed in the hanger. Other nails used for face mount hanger installations invalidate the capacities in these tables. ■ Verify adequacy of beam with all loads applied by using iLevel software or other methods. ■ See the iLevel Trus Joist®Beams, Headers, and Columns Specifier's Guide(#TJ-9000)for required connections for uniform side loads. Bolt or Wood Screw Connection Details ■ 1/2"bolts-9/16"o maximum holes ■ 3/q'bolts-13/16"o maximum holes ■ Lead holes not required for wood screws v; Conc.Load Conc.Load m m° Conc.Load Conc.Load as 00 N M I EQA EQ. 2' Max (typ) 2 Fastener 4 Fastener 6 Fastener 8 Fastener Pattern Pattern Pattern Pattern Min.Beam Depth: Min.Beam Depth: Min.Beam Depth: d=7Y<"for W o bolts d=9W for Y."o bolts d=11%"for%_"o bolts d=9Y4"for W o bolts d=14"for W o bolts d=16"for%"o bolts Conc. Load Nailed Connection Detail E a _ *STAGGER NAILS TO PREVENT SPLITTING s s 16d Sinker(typ) 1 'YT 9" (0.148"x 3Yd') LL186 Nail Pattern12 Nail Pattern Nail Pattern Page 4 of 8 24 Nail Pattern CONTACT US■1.888.iLevel8(1.888.453.8358) ■www.iLevel.com AWeyerhaeuser,iLevel,Microllam,Parallam,TimberStrand and Tris Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.0 2010 Weyerhaeuser NR Company.All rights reserved. ® Y TECHNICAL BULLETIN March 2010 by'Weyerhaeuser _ Bulletin TB'300 Table 3: Allowable Capacities of 5'/4" Beams with Bolt Connections "Bolt Conn --776am De" th p Dia: . :LQC ,. .. , 6,235 6,545 8,755 9,560 12_3_45 15,005 >.$d 10,150 10,5D0': 12,950. 13,825 .16;800 .19;600. Shear. Sd 3,995 4,260 6,210 6,940 9,510 12,015 5d 8 750 -4, - 100.' 11 550• 12 425 15 400 18 200 - 2 10,605 15,295 15,685 23,905 32,760 42,265 L , 4 !9,355' 13,470: 13;730 20;915 r28;725Y 37,250 �a G 9 350 13 470 13,730 20,910 28,725 37,245 Max<� _. _._.. _- d 8 13,510_ `20,575 28,275 36;686 a , Moment 10,600 15,290 15,685 23,900 32,755 _42,_260 '/4 4 ';9,900 14,218 '. .14,195 21,490 "29,020 37;225 6- 29,015 37,220 36,655 <5d' 2 745 4 445 4 665 6,240 6,810 8,795 10,690 12,610 14,545 18,440 MaX '/z• w_ >`5d 5,235 "rn7,230 7,480 9,225 .9,850=; ji,970 -71j-965 15;960 17,955 21,945 Shear'. 1 455 2 845 3,035 4,425 4,94_5 6 775 8 560 10,390_ 12,250 16,040 _ _ _ _ >�Sd 4,240, 8,235.' : 6,485:; 8,2$0 8,855 , 10,975 12,970 14,965, 16,960 20,950 '_'2 9,960 16,220 17,105 23,990 26,730 36,385 46,670 58,130 70,74_0 99,375 y/2 4 9,025 14505M T35,065 21,000- 23385 .31,905 41,130 51,535 •63,100 ;89,670- $ 14,305 15,060 20,995 23,385 31,905 41,125 51,530 63,100 89,670 20,660' 23,fl10 31405 40;610 50;795'<"62';250 88590 Moment 2 9,950 16,21_0 17,100 23,985 26,725 36,380 46,665 58,125 70,740 99,370 (ft]b} s 4 `15,145 21,710 24,030 32;235 41;105 51,120 62;285" `88,015'; 4 632,230 41,100 51,115 62,280 88,010 61,335 86,745 Max +/2" <5tl 4 520 4,745 6,350 6,930 8,950 10,880_ 12,830 Sheaf. >:5d 7,360 7,615.,;""9,390,;: 10,025 12;180 14,210 16;240. <_5d 2,895 3,090 4 505 5 030_ 6 895 8 710 10 575 >.5d, _6,345 ;61600. 8,375 9.010' 11;165 13,195• 16;225 tl- 2 18,090 19,080 26,760 29,815 40,740 52,43065,495 4 15,960 =16,805'- 23,420 26,085, 35,725 :46;205" '58,065 6 15 955 16,800 23,420 26 080 35,725 46,205 58,060 Max :� � .... _ L Moment $ x23,045 25,665. 35;165 45;510 57,235" M 2E 18,080 19 070 26,755 29,810_ _40,,735 52,425 65_490 (fEtb}. 4 16,890 17,7,3015 N26,805 36;095 48;180 .57,600 Y < 6 36,085 46,170 57,595 8 .Ka -777T45,470 58,713. ._ Table 3 General Notes ■ Connection location refers to distance from face of bearing to centerline of connection,where d is the beam depth. Less than 5d refers to connections located less than five times the depth of the beam from the face of bearing. ■ Shear reduction has been taken in accordance with NDS 3.4.3.3. ■ All values shown are for 5W widths. Multiply by 1.33 for 7"wide beams. ■ 9%4'and 11 M."TimberStrand®LSL are 1.3E grade, all other depths are 1.55E grade. Page 5 of 8 CONTACT US■ 1.888.iLevel8 (1.888.453.8358) ■www.iLevel.com AWeyerhaeuser,il-evel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.0 2010 Weyerhaeuser NR Company.All rights reserved. e TECHNICAL BULLETIN March 2010 by Weyethaeuser Bulletin TB-300 Connection Design Example Given the floor framing shown below, specify the necessary connections for the a 3-ply Microllam®LVL beam supporting a 2-ply Microllam®LVL beam on one side and floor joists from the other side. The floor joists apply a 500 plf load to the side of the beam while the 2-ply beam reaction is 5,000 lbs. See the following page for the solution. Brg• (Typ.) F t �7 • 3-1%"x 14 Microllam LVL Beam, u t % C I' Additional " `q' Flush Connection ,€ Required for I Concentrated s, Face Mount Hanger with 5,000 lbs Reaction Load i i> r i 2- 1%"x14" Microllam®LVLT{ "' 14" Floor Joists @ 24"o.c., Typ. Beam, Flush 4,-0" 15'-0" Partial Framing Plan Page 6 of 8 w CONTACT US■1.888.iLevel8 (1.888.453.8358)■www.iLevel.com w Weyerhaeuser,ii-evel,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.@2010 Weyerhaeuser NR Company.All rights reserved. x TECHNICAL BULLETIN March 2010 by Weyerhaeuser Bulletin T6=300 Solution: • Use the iLevel Trus Joist®Beams, Headers, and Columns Specifier's Guide(#TJ-9000)to select a connection for the uniform loading. Multiple options exist that meets or exceed the 500 plf requirement: — 2 rows of%"diameter bolts at 16"on-center(570 plf) — 2 rows of USP WS35 wood screws at 16"on-center(540 plf)on each side of beam — 2 rows of SDS%<"x 3%"at 24"on-center(510 plf)on each side of beam — 2 rows of 5"TrussLok wood screws at 24"on-center(500 plf) ■ Determine what additional connection is needed for the concentrated load using the information in this Technical Bulletin: 1. Using Table 1,2A or 2B of this bulletin, locate the section for a 3-ply 1'/"member and face mount hanger. Again, multiple options exist that exceed the 5,000 Ib load requirement: — '/"diameter bolts in a 6-bolt connection (6,300 lbs) — 16d(0.148"x 3W)sinker nails in an 18-nail connection (6,370 lbs) — 3'/2'WS wood screws in an 8-screw connection(5,740 lbs) — 3%"SDS wood screws in a 6-screw connection(6,120 lbs) — 3%"TrussLok wood screws in an 8-screw connection (6,410 lbs) Note that the allowable applied concentrated load is dependent upon the type of hanger used and 16d common nails must be used for face mount hanger installation to achieve the capacities shown. 2. If the bolted connection option is chosen,the 3-ply beam must be checked for the effect of the bolt holes from the 6-bolt connection. This task may be accomplished by utilizing the location analysis feature in Level software. Per the detail on page 4,the bolt holes will be located approximately V to either side of the concentrated load location. After inputting the span and load information,choose the two locations corresponding to the concentrated load location (+i_) 1'. Upon completion of the analysis,compare the calculated shear and moment for each of the two locations against the reduced allowable shear and moment capacities of the beam for the bolt pattern selected using Table 3 on page 5 of this bulletin. See the Forte software output on the following page for results of this analysis. The 3-ply Microllam®LVL beam works for the given loading. Refer to the highlighted values for the results at both bolt locations(Von either side of the load). The highest calculated shear at either location is 6035 lbs. The highest calculated moment is 25,215 ft-lbs. The connection is less than 5d(48"< 14"*5=70")from the end of the member. From Table 3 of this bulletin,the reduced allowable shear for the 3-ply 14"Microllam®LVL beam with the 6 bolt pattern located less than 5d from the end of the member is 8,795 lbs while the reduced allowable moment is 31,905 ft-lbs. Therefore,the beam is acceptable with the 6 bolt connection. ■ Select the preferred options for both the uniform load connection along the length of the beam and the concentrated load connection at the hanger location and specify both on the drawings including information on fastener type,size, spacing and installation pattern as appropriate. Page 7 of 8 w CONTACT US■ 1.888.iLevel8 (1.888.453.8358) ■www.iLevel.com AWeyerhaeuser,Level,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.©2010 Weyerhaeuser NR Company.All rights reserved. ■ ® �� TMt''` L K11e% A 1 M111 1 =TIKI ■ Forte MEMBER REPORT Level,Floor.Flush Beam ortware A P[ECE(S):1. 314"x l4,"1 9E MlcrollaM&LVL PASSED Overall Length:15 4 0 �I All Dimensions are Horizontal;Drawing is Conceptual Design Results Actunl @;LocationAllawed Result LDF System:Floor Member Reaction(lbs) 7595 @ 2" 7809 Passed(97%) -- Member Type:Flush Beam Shear(lbs) 6837 @ 1'5 112" 13965 Passed(49%) 1.0 Building Use:Residential Moment(Ft-lbs) 25215 a@ 4'11718- 36387 Passed(69%) 1.0 Building Code:IBC Live Load Defl_(in) 0.356 @ 7'1 13116" 0.489 Passed(11494) Design Methodology:ASD Total Load Dell.(in) 0.456 @ T 17/8- 0.733 Passed(1/386) • Deflection criteria:LL(17360)and TL(11240). Design results assume a fully braced condition where all compression edges(top and bottom)are property braced to provide lateral stability_ • Bracing(Lu):All compression edges(top and bottom)must be braced at IT 15/16"otc unless detailed otherwise_Proper attachment and positioning of lateral bracing is required to achieve member stability. 1 otat Available 12equired `Support Reactions(16s) Supports �° ` ` Accessories $eanng Bearia ..Beaong Dead I Floorl Roof,I,Snovt 1-Stud wall-Spruce Pine Fir 3.50" 3.50" 3.40" 1641/59551010 Blocking 2-Stud wall-Spruce Pine Fr 3.50" 3.50" 2.33" 1164/40461010 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the hull load is applied to the member being designed. Tru Loads ibtary ti Location , Dead Floor Live Roof nts Love Snow Cofnine Width (0! ) (1. )' (nonsnow.1.25) (1.15) 1-Uniform(PSF) 0 to 15' 1' 100.0 400.0 0.0 0.0 10'Floor 2-Point(lb) 4' NIA 1000 4000 0 0 �0i�Shear(fbs} Moment(Ft—lbs) Locatfa7n lnalysl5' Actual I Allowed I LDF Actual 1 Allowed 1 LDF . Comments 1-T 603 ;11396511.0 1918613638711.0 BOLTS LEFT OF HANGER 2-5' 3911256910.9 25215;136387 d 1.0 BOLTS RIGHT OF HANGER Forte-Software Operator Job Notes ", _ 3/2512010 9:02:21 AM it-evelg)Forte'v1.1,Design Engine:V4.8.0.1 Page 1 of 1 Page 8 of 8 CONTACT US ■1.888.1Leve18(1.888.453.8358)■www.iLevel.com AWeyerhaeuser,!Level,Microllam,Parallam,TimberStrand and Trus Joist are registered trademarks and Forte is a trademark of Weyerhaeuser NR.0 2010 Weyerhaeuser NR Company.All rights reserved.