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1858 Selva Grande Drive RESO17-0043 '5A CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 U -�UrAl f 447�6814 RESIDENTIAL OTHER SINGLE OR TWO FAMILY RESIDENTIAL OTHER MUST CALL BY 41PM FOR NEXT DAY INSPEC`nON: 247-5814 PERMIT INFORMATION: PERMIT NO: RES017-0043 Description: extend wood deck& rooffine over deck Estimated Value: 20000 Issue Date: 1/18/2018 Expiration Date: 7/17/2018 PROPERTY ADDRESS: Address: 1858 SELVA GRANDE DR RE Number: 1695425020 PROPERTY OWNER: Name: FLEMING THOMAS K Address: 1858 SELVA GRANDE DR ATLANTIC BEACH, FL 32233-4526 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: Address: Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. City of Atlantic Beach APPLICATION NUMBER. Building Department a b66artment:) (To be a-,ssign.e'd by,the 5uildin_ 800 Seminole Road D011 R Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date routed:.A Cityweb-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Add ress: Ci C (&n Department review required Y 'No Q ' I ——7 90"�021_ __ (nP nin &Zon—in'V Applicant: Tree Administrator Project: 4k�nd wodkt- a(oR-t('A0_ P L'Eo�rks 0 Public Utilities Public Safety Fire Services R�v-lbw fee $ Pt Simature 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. OlDenied. DNot applicable (Circle one.) Comments: /Voc' f0l_1E FI_N, PLANNING &ZONING Reviewed by: Date:—//—16 TREE ADMIN. Second Review: [:]Approved as revised. Ponied. E]Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: V FIRE SERVICES Third Review: proved as revised. F]Denied. ONot applicable Comments: Reviewed by: Date: Revised 05/19/2017 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 (904) 247-5800 ............ BUILDING DEPARTMENT REVIEW COMMENTS I 1003�� mg�� Applicant: Tom Fleming, homeowner_ 5 b W-A-W,(ffe—K M" 1 Site Address: Same Review: I Phone: 616-3301 RE#: Email: tqmktkflemiggRg.com Homeowner: same CORRECTION COMMENTS: These are plan review comments from I of 4 departments that are reviewing this building permit application. I FFrom the 2014 5 th Edition Florida Building Code-Existing Building, Chapter ost 3,, choose a method of construction compliance/alteration level.for your p roj t roject. This information shall be placed on page G-1 under CODE A Ly, NALYSIS. Submit 2 new pages please. 2. Return to the Building epartment and complete the permit application by providing-information on the line for ARCHITEC NAME AND PHONE 3. lease-s—ubmit'2-c-6-m—pleted Floridafroduct Approval Forms from out 1p- department showing all component and cladding material.for your project. 0 f - h de la Roofing finishes, underlayment, siding, house wrap, windows/doors, etc. 2 /2./5-17 coi s s copies please. .4. Pa�ge -4�givesSUGGESTED TRUSS DIAGRAMS. There was no.truss package submitted with this application. Please submit 2 truss package and ' be sure that it is also signed and sealed by the Engineer/a' rchitect of record too. 5 FSubmit wind tie down information from the project designer for all roof truss to beam connections and all other points where wind loads would a ct 1-71 a It-Cl CC) M WOA 16-201 CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 REVISION REQUEST CORRECTIONS TO PLAN REVIEW COMMENTS Date lz-/Z7 Revision to Permit Corrections to Comments Permit# R&,'SC:)1-7 Project Address_ Contractor/Contact Name Phone '9&e4 — -3 3,01 Email -7;�> Description of Proposed Revision/Corrections: Revision Review Fee D Additional Increase in Building Value$ Additional S.F. By signing below,I Ft�uA-Clyv affirm the Revision is inclusive of the proposed changes. (printed name) / Signature of Contractor/Agent(Contractor must sign i r ncrease in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: 6; 0;k' i�610?lft ing-4 Zoning Reviewed By Tree Administrator Public Works Public Utilities 3—C9 vi Public Safety -Date Fire Services CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 REVISION REQUEST CORRECTIONS TO PLAN REVIEW COMMENTS Date Revision to Issued Permit Corrections to Comments Permit R G 2>0 1-7-004-E Project Address J,4- Contractor/Contact Name Phone Email-- PAAA Description of Proposed Revision Corrections: Permit Fee Du �Cpp- Additional Increase in Building Value $ Additional S.F. By signing below,*I -/C> F affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must gn if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments 1701 C?// A,r eve 3 Department Review Required: Reviewed By i�l ng & onIng �15 Tree A minIs ra or Public Works Public Utilities 2--1 -1 Public Safety Date Fire Services Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach oFFICE COPY 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 C:�) JL /L/ a C-i mono 12 0 c) c�3 hitect of Record. eturn to the artment to subm t the name'o it ct on t ing permit application.. 3--1bi If if you wish to start the project to work on the foundation aspects of this s t u progress you may ask the Building Official, Dan Arlington. If he agrees, then a 7separate foundation 7permit will be issued for the project to allow you to J t I M start that part of the project only. Mr. Arlington's phone number is 247- Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 62' R - 1 & 0 c le, C)U ,�(D�) �j �, -7 ........... CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 11.16.2017 Applicant: Tom Fleming, homeowner S Nil" Site Address: Same Review: I Phone: 616-3301 RE#: Email: tom(ii),tlifleming LIc.com Homeowner: same CORRECTION COMMENTS: These are plan review comments from I of 4 departments that are reviewing this building permit application. 1. From the 2014 5 th Edition Florida Building Code-Existing Building, Chapter 3, choose a method of construction compliance/alteration level for your project. This information shall be placed on page G-1 under CODE ANALYSIS. Submit 2 new pages please. 2. Return to the Building Department and complete the permit application by providing information on the line for ARCHITEC NAME AND PHONE 3. Please submit 2 completed Florida Product Approval Forms from our department showing all component and cladding material for your project. Roofing finishes, underlayment, siding, house wrap, windows/doors, etc. 2 copies please. 4. Page A-4 gives SUGGESTED TRUSS DIAGRAMS. There was no truss package submitted with this application. Please submit 2 truss package and be sure that it is also signed and sealed by the Engineer/architect of record too. 5. Submit wind tie down information from the pr iect desi ner for all roof 01 9 truss to beam connections and all other points where wind loads would affect the roof framing system. City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Depa rtment.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone (904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us L Daterouted: City web-site: http://www.coab.us AP PLICATION REVIEW AND TRACKING FORM Property Address: Npartment review required Yes No uil Applicant: 0 oil n,i�MtZ on�iij%"W� Tree Administrator Project: WQQ,� Akt_ a(t)R-(1(10_ P��®r�ks Public Utilities Public Safety Fire Services \�lew fee,$ Dep t$4646re Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ElApproved. ,,,�enied. [:]Not applicable (Circle one.) Comments BUILDING Reviewed by"'� Date: 7— TREE ADMIN. Second Review:)ZApproved as revised. [—]Denied. F]Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed Date: FIRE SERVICES Third Review: E]Approved as revised. []Denied. E]Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 REVISION REQUEST CORRECTIONS TO PLAN REVIEW COMMENTS Date Revision to Issued Permit Corrections to Comments Permit G 2)0 11-604: Project Address Contractor/Contact Name Phone Email T� F-(-:�5��v Li_e__ Description of Proposed Revision Corrections: Permit Fee Due$ E8� A�4 (S Additional Increase in Building Value $ Additional S.F. By signing below,'I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must�gn if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Dgqa 7!1ment Review Required: d Reviewed By T4a:nn n I L ee Admi Public Works Public Utilities Public Safety Date Fire Services City of Atlantic Beach APP-Lickno N"'NUMBER' (To be as'Signed by the Buildirig Pepa me it nt.) Building Department 800 Seminole Road P Atlantic Beach,Florida 32233-5445 Phone(904)247-5826- Fax(904)247-584 Nov 1 3 2017 I I I Date routed. E-mail: building-dept@coab.us City web-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: li5l G&)Cj&(eL0AL_P(. Department review req6zired u I JPZ 7 rn%n i Applicant: 4 Y_U anLi nk M)p Administrator Pro'ect: eyw W006( j&L ah)0P_t!AQ_ ("I 0 V Public Utllities_7�� Public Safety Fire Services 7.7 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: [2jApproved. [—]Denied. DNot applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ElApproved as revised. [—]Denied. ONot applicable Comments: _WORK�2 PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ODenied. [—]Not applicable Comments: Reviewed by: Date: Revised 0511912017 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road DICY-t R Atlantic Beach, Florida 32233-5445 Phone (904)247-5826 - Fax(904)247-5845 NOV 13 -dept@coab.us 2017 Date rout d: E-mail: building City web-site: http://www.coab.us AP.PLICATION REVIEW AND TRACKING FORM Property Address: Department review required Yes No Applicant: &Zo�nin Tree Administrator Project- WQQ,�Ad_ a(Dof-tia- lu Works P_b1ir ICA tP,.Q ilff-Ce q 0 A-( -�[�uiF SaFefy-- Fire Services Dept S�gnature ::��_--p-v_\_'. Review or Receipt Other Agency Review or Permit Required of Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Depa I rtment First Review: E]Approved. E]Denied. Ee/N*ot applicable., (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed bv: /4��Date: (7 TREE ADMIN. Second-Review: DApproved as revised. [-]Denied. E]Not applicable P WORKS jCom nts: gl it! PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. DIDenied [-]Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 P; .......... b upsativ .5 Building Permit Application . ........... OFFICE COPY City of Atlantic Beach 800 Seminole Road,Atlantic Beach, FL 32233 NOV 8 2017 IU ILI Phone: (904) 247-5826 Fax: (904)247-5845 1 1,Li J r J�: e�_SQII —O(D43 Job Address: kA'�-d t Permit Numbe Legal Description RE# Valuation of Work(Replacement Cost)$ Heated/Cooled SF Non-Heated/Cooled Class of Work(Circle one): New Addition Alteration Repair ove Demo Pool Window/Door Use of existing/proposed structure(s)(Circle one): Commercial If an existing structure,is a fire sprinkler system installed?(Circle one): Yes(SD N/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: 7 Dce_fe bf 4 A-,-J C<0-� Florida Product Approval# Jor multiple products use product approval form Property Owner Information Name: Ak t AJ e 7 Address: city State r-1 Zip 37'a-33 Phone 'q04 -6 t 6 7'0 1 E-Mail 1-0 K C? _r 14-AA� 14 0 44 Owner or Agent(If Agent, Power of Attorne�or Agency Letter Required) Contractor Information &V ii-evc n Name of Company: Qualifying Ago, Address City_ State, Zip Office Phone '313b Site/Contact Number Sfate Certification/Registration# E- ALf�hitctN�� PRone#i Engineer's Name&Phone# &JVZAAD Workers Compensation Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS,FURNACES,BOILERS, HEATERS,TANKS,and AIR CONDITIONERS, etc. 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. f f e eZnt ,y 1-_�n a o 0 - r k (Signature of Contractor) ;"Q� (inclu"ing contractor) Signed and sworn to(or affirmed)before m his dayof Signed and sworn to(or affirmed) before me this day of ffi Q il JAn D�C)A by 7�10nU_% t F1 L01'%0154 by IN (Signature of Notary) gI 129� "'g.,n('z,,, JENNIFER JOHNSTON '0 11 MY COMMISSION ft GG 042984 EXPIRES:October 27,2020 Bonded Thru Notary Public Undernwrite Personally Known OR ]ally Known OR b1Q,roduced Identification Produced Identification Type of I dentification: d-(,J 04 Type of Identification: PUBLIC WORKS PLAN REVIEW COMMENTS Date: Application#: Proiect Address: Check Box CONDITIONS OF APPROVAL TO PRINT ON PERMIT to Select Driveway 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. 13 Apron (Cc mmercial driveways—6"thick). Erosion Full erosion control measures must be installed and approved prior to beginning any earth Control disturbing activities. Contact the Inspection Line(247-5814)to request an inspection from Public Works for Erosion and Sediment Control Inspection prior to start of construction. onsite All runoff must remain on-site during construction. Runoff Post Const. If on-site storage is required,a post construction topographic survey documenting proper TOPO construction will be required. All water runoff must go to retention area and retention overflow Survey must run to street. Pool Pool—Wellpoint(if used) must discharge into vegetated area 10'minimum from street or drainage Wellpoint feature(swale,structure or lagoon). A separate Pool Permit is required. Roll off Roll off container company must be on City approved list(Advanced Disposal, Realco Recycling, Container Shapell's, Inc., Republic Services). Container cannot be placed on City right-of-way. ROW. Full right-of-way restoration,including sod, is required. Restoration Utility Any utility cuts in the road must be repaired using CCIJ Standard Detail Case X and must be overlaid Road Cut 10'in each direction from the center of the cut. Repair must be shown on the plans. Construction Provide construction site management plan, including location of silt fence,dumpster, portable Site Mgmt. toilet. Right-of-Way Permit is required if using right-of-way for construction parking. Runoff All runoff must remain on-site. Cannot raise lot elevation. Document Strongly suggest thorough documentation of impervious areas be recorded. Impervious Slab Slab and driveway to be fully removed. Driveway Maximum Maximum driveway width within the City right-of-way is 20'. 0 Driveway Circular Maximum circular driveway width within the City right-of-way is 12'. Driveway Grass Full site to be grassed. TOPO Must provide a topographic(TOPO)survey with water retention for final C.O. Inspection. [3 Survey Revision Any plan change must be submitted as a Revision to the Building Department. 0 Fencing All old fencing must be removed from job site by Contractor. Removed Decking All old decking must be removed from job site by Contractor. Remove Pervious Pervious pavers must be used to receive 50%credit. [3 Pavers CODE ANALYSIS: A EXTERIOR DECK REMODEL FOR: ni-,MSQUARE FOOTAGE INFORMATION �—(—..1.10 1114 --W. wo 285 w 1858 SELVA GRANDE DRIVE ATLANTIC BEACH, FLA. 32233 452 - 170 190 3818 983 7012_ — 31% 21,925 — STRUCTURE HEIGHT AND # OF STORIES Joho'- 19"r 2Y TYPE OF CONSTRUCTION AP w."'T V-8 PROPOSED DECK LIN PROTECTED UNSPRINKLED WIND ZONE INFORMATION ? 130mp 1.0 MAP B SB9"35'07'W 155�76` cl 0 T SKETCH OF EXITING CONDITIONS IAP PROPOSED SITE PLAN DRAWING INDEX M 10 TITLE TREE & VEGETAMN AFF9DAVRT My of Atoantgc Beach OFFICE COPY Department of community Development Planning&Zoning Division 80OSeminoleRoad Atlantic Beach,FIL 32233 (P)904 247-5800 (F)904 247-5845 PERMIT 9 SECTION I-APPLICANT ONFORMATION Owner(s) Legal Authorized Agent* X NAME OF APPLICANT io t NAME OF COMPANY ADDRESS OF COMPANY PHONE 6701+ —614,-33&JCELI_ EMAIL -Tic rlg CONTRACTOR CERTIFICATION NUMBER ATLBCH BUSINESS TAX RECEIPT NUMBER SECTBON 90-SITE INFORMATION STREET ADDRESS OF PROPERTY lfon address has not been assigned to thisproperty,contact the AB Building Department at(904)247-5826 to requestan address. LEGAL DESCRIPTION LOT r BLOCK SUBDIVISION 5��v 0 - /6 REAL ESTATE NUMBER LOT OR PARCEL SIZE: FIT AC RESIDENTIAL V/ COMMERCIAL OTHER(SPECIFY) 7- affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation"of the Municipal Code of Ordinances for the City of Atlantic Beach,FL andlor I have participated in a pre-application meeting with the Administrator of those J regulations. Subsequently, affirm that no regulated trees and no regulated vegetation will be damaged,destroyed andlor removed from C�bove-described adjacentproperties in conjunction with this project. OW SIGNATURE OF OWNER SIGNATURE OF OWNER Signed and sworn before me on this day of Zo 1-7,by State of h CM C,) County of Identification verified: Es z--Z-0 Oath sworn: Yes No Notary Signature My Commission expires: OFFiCE COPY . PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA &A Project Name: Permit # RE30/7-005/5 ProjectAddress. Go As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-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 pproval my be obtained at:www1loridabuilding. 5- , . rg. -ba-begory/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS 1. Swinging 2. Sliding 3. Sectional 4.Roll up 5.Automatic 6. Other B.WINDOWS 1. Single hung 2.Horizontal slider 3. Casement 4.Double hLmg 5.Fixed 6.Awning 7.Pass-through 8.Projected 9.Mullion 10.Windbreaker 11.Dual action 12. Other Categoij/�Sbcategory Manufacturer Product Description Limitation of Use State Local VEL WALL 1. - 0 -7� �iding 2. Soffits 3.EIFS 4. Storefronts 5. Curtain walls 6.Wall louvers 7. Glass block 8.Membrane 9. Greenhouse 10. S��thefic stucco 11. Other D.ROOFING PRODUCTS Asphalt shingles 2.LUnderlayments Roofing fasteners ��- onstructural metal roof >'A 5.Built-up roofing %+" 6.Modified bitumen A-e. 7. Single ply roofing 8.Roofing tiles 9..Rpof�AgJnsulation 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 Category/Subcategory Manufacturer Product Description Limitation of Use i State Local# E.SIEWTTERS 1.Accordion 2.Bahama 3. Storm panels 4. Colonial S.Roll-up 6.Equipment 7. Other of,jiwt� F.STRUCTURAL COMPONENTS 1.Wood cp imector/anchor Truss plates_,) 3.Engineered hunber 4.Railing 5.Coolers-freezers 6. Concrete admixtures 7.Material 8.Insulation forms 9.Plastics 10.Deck-roof J 11.Wall 12. Sheds 13.Other G. SKYLIGHTS 1. Skylight 2. Other Category/Subcategory Manufacturer Product Description Limitation of Use State H Local# H.NEW EXTERIOR ENVELOPEPRODUCTS r 2. 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) (Signature) Company Name: Mailing Address: City: State:— —Zip Code: Telephone Number: 3 3 Fax Number: Cell Phone Nuffiber: E-mail Address: Cd W1ID Lumber d&sign-values are in abcor�ance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek 0 RE: J170760 - Fleming Development - Deck Remodel - R MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tam Idb FL 3�,610-4115 Customer Info: Jax- House Project Name: Fleming Deck Remodel Model: Flemin eve opment & Consulting Lot/Block: Subdivision: Address: 1858 Selva Grande Dr. City: Atlantic Beach State: FL 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: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 5 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# I Truss Name I Date 1 T1 2748396 1 AO 1 112/15/1 12 1 T1 2748397 1 A02 112/15/17 u PY 13 1 T1.2748398 I A03 112/15/171 14 1 T1 2748399 1 A04 112/15/17 OFFICE C"' 15 1 T1 2748400 1 A05 112/15/17 REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERrv11TS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: ATE: %I fill,, The truss drawing(s) referenced above have been prepared by % A. MiTek USA,Inc. under my direct supervision based on the parameters % A provided by Manning Building Supplies. N Truss Design Engineer's Name: Albani, Thomas 393 0 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 iE OF 41J Z 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 4 0 R N shown(e.g.,loads,supports,dimensions,shapes and design codes),which were 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 -'1,Fll0NAk- these designs. MiTek has not independently verified the applicability of the design 1111111111 parameters or the designs for any particular building. Before use,the building designer Thomas A.Mani PE No.39380 should verify applicability of design parameters and properly incorporate these designs M[Tek USA,Inc.Fl.Gert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 69D4 Parke East Blvd.Tampa FL 33610 Date: December 15,2017 Albani,Thomas I of I Job Truss Truss ype Qty,- Ply leming Development- Deck Remodel-R T12748396 J170760 A01 GABLE Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 15 07:56:58 2017 Page 1 ID:cAw7KuOrW-ZEZd?Ocq?zw2y8o5L-8UJAXl5Cll9iyq8DSFpeppboOOdILYhHt7pY64y8nRJ 1-1-0-01 14-6-0 25-0-0 TO 1_0_0 14-6-0 10-6-0 Scale 1:45.0 4x4 8 9 10 28 29 11 6 12 4X10 11 13 3x4 5 14 c 4.00 FIT 3x4 4 16 3 M 2 'J� 7 2 6 Zpnm 1 �:. 3x4=5x8 11 3x4 30 27 26 25 24 31 23 22 21 32 20 19 18 33 17 SX5 25-0-0 25-0-0 Plate Offsets(X,Y)-- [2:0-3-8,Edgel,f2:0-4-12,Edgel,f22:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.02 2-27 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 2-27 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 17 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-SH Weight:128 lb FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOTCHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 25-0-0. (lb)- Max Horz 2=82(LC:11) Max Uplift All uplift 100 lb or less at joint(s)17,2,22,23,24,25,26,21,20,19,18 except 27=-120(LC 9) Max Grav All reactions 250 lb or less at joint(s)17,2,2,22,23,24,25,26,21,20,19,18 except 27=318(LC 21) 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=25ft;eave=2ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-0-9 to 1-11-7,Exterior(2)1-11-7 to 14-6-0,Comer(3)14-6-0 to 17-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;porch 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 ANSIrrPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)17,2,22,23,24, 25,26,21,20,19,18 except at=lb)27=1 20. ,&WARNING-Vedly design pararnefers and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE Design valid for use only with MITek9 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 vedly the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individuad truss web and/or chord members only.Addillonal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,dellvery�erection and bracing of trusses and truss systems.seeANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avcglable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job a � - Ply Fleming Development- Deck Remodel-R '0'v T12748397 j170760 A02 SCISSORS 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 15 07:56:59 2017 Page I ID:cAw7KuOrW-ZEZd?Ocq?zw2y8o5L-cgtYkN6qocHZa-jPOyKtMl8wCquL4sQR6nZ6eWyBnRI 7-11-0 14-6-0 21-1-0 25-0-0 26-0-0 7-11-0 6-7-0 6-7-0 3-11-0 1-0-0 Scale 1:45.0 5X5 4 4.00 FIT 17 18 3x4 3x4 zzz 3 5 5X5 Z�- 6 7 6X8 cb 16 11 9 1 2 1.5x4 11 5x5 2x4 Zz 0 3x8 7= 12 2.0 0 Fi-2 8 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS(BEARINGS). 7-11-0 14-6-0 21-1-0 2�-2-2 7-11-0 6-7-0 6-7-0 3-11-0 Plate Offsets(X,Y)-- [2:0-3-8,0-0-91 LOADING (psf) SPACING- 2-0-0 CS11. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.52 10-11 >573 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.51 10-11 >583 180 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.25 12 ri/a ri/a BCDL 10.0 Code FBC2017[TP12014 Matrix-MSH Weight:113 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 11.9E TOPCHORD Structural wood sheathing directly applied or 3-7-13 oc,puffins, BOTCHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 3-5-14 oc bracing. WEBS 1 Row at midpt 3-10 REACTIONS. (lb/size) 2=976/0-3-8,12=984/0-3-8 Max Horz 2=1 06(LC 11) Max Uplift 2=-464(LC 12),12=-469(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3915/4549,3-4=-2464/2802,4-5=-2461/2809,5-6=-2332/2701,8-12=-984/1138, 6-8=-956/1068 BOTCHORD 2-1 1=-4385/3740,10-1 1=-4304/3738,9-10=-2485/2216 WEBS 3-1 1=-460/285,3-10=-1456/1736,4-10=-1585/1173,5-10=-176/329,5-9=-325/117, 6-9=-2348/2048 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASIDE 7-10;Vult=l 30mph(3-second gust)Vasc1=1 01 mph;TODL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=25ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=O.18;MW FRS(directional)and C-C Exterior(2)-1-0-9 to 1-11-7,Interior(l)1-11-7 to 14-6-0,Exterion(2)14-6-0 to 17-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;porch 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)Bearing at joint(s)2,12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except at=lb) 2=464,12=469. ,&WARNING Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE Mll-7473 rev.101012015 BEFORE USE. Design valid for use only with I\A[TekO 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 Me overall buildingdesign. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional lemporaryand permanent bracing M!Tek' is always required for stability and to prevent collapse wilh possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,suite 312.AlexandflcL VA 22314. Tampa,FL 33610 Job Truss Truss Type City - Ply Fleming Deveiopment- Deck Remodel-R T12748398 J170760 A03 SCISSORS 5 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 15 07:57:00 2017 Page 1 ID:cAw7KuOrW_ZEZd?Ocq?zw2y8o5L-4sRwxj6TZwPQBslcags6uEh45EDGpDKaLRIfAYY8nRH 7-11-0 14-6-0 21-1-0 29-0-0 2-0-0 �11 V00 7-11-0 6-7-0 6-7-0 7-11-0 Vo_b Scale 1:54.1 US 4 4.00 F1_2 18 19 3A 3A 12 19 4.00 F 3x4 18 3x4 3 5 d 17 "r 5x8 M1 8SHS 10 8 6 M ; 1-6X4 11 1.5A 11 1.6x4 11 6 7 &10 2.00 F-12 WO zz 7-11-0 14-6-0 21-1-0 2e-0-0 7-11-0 6-7-0 6-7-0 7-11-0 Plate Offsets(X,Y)-- [9:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.85 8-9 >407 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.88 8-9 >397 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.42 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matflx-MSH Weight:121 lb FT=20% LUMBER- IBRACING- TOPCHORD 2X4 SP 225OF 1.9E TOPCHORD Structural wood sheathing directly applied or 3-2-11 oc purlins. BOTCHORD 2x4 SP 2250F 1.9E BOTCHORD Rigid ceiling directly applied or 3-1-13 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at micipt 3-9 REACTIONS. (lb/size) 2=1122/0-3-8,6=1245/0-3-8 Max Horz 2=-67(LC 10) Max Uplift 2=-530(LC 12),6=-611(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOPCHORD 2-3=-4762/5425,3-4=-336313767,4-5=-3362/3758,5-6=-4653/5406 BOTCHORD 2-1 0=-5083/4540,9-1 0=-5003/4542,8-9=-4997/4433,6-8=-5076/4428 WEBS 4-9=-2188/1738,5-9=-1307/1638,5-8=-439/271,3-9=-1415/1678,3-10=-448/277 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l 30mph(3-second gust)Vasd=1 01 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=29ft;eave=4ft;Cat. 11;Exp B;Encl.,GCpi=O.l 8;MWFRS(directional)and C-C Exterior(2)-1-0-9 to 1-11-7,Interion(l)1-11-7 to 14-6-0,Exterior(2)14-6-0 to 17-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)2,6 considers parallel to grain value using ANSI/TPI I angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at JoInt(s)except Qt=lb) 2=530,6=611. wARNtNG-Verify desfgn Parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M11-7473 rev.10/03,2015 BEFORE USE. Design valid for use onlywith MITekb connectors.This design Is based only upon parameters shown.and Is for an Individual building component.no a truss system.Before use,the building designer must verify lhe applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web arid/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 regarcring the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI 1 Quality Criteria.DSE-89 and BCSI RuIlding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 3 1 Z Alexandrim VA 22314. Tampa,FL 3361 D Job Truss Truss pe Qty '- Ply Fif ming Development- Deck Remodel-R 4 . — T12748399 J170760 A04 SCISSORS 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 15 07:57:00 2017 Page I ID:cAw7KuOrW ZEZd?Ocq?zw2y8o5L-4sRwxj6TZwPQBBlcags6uEhBzEHmpKSaLRIfAyy8nRH 7-11-0 14-6-0 21-1-0 29-0-0 2-0-0 41-4000 7-11-0 6-7-0 6-7-0 7-11-0 V 0_0 Scale 1:54.1 6x6 4 4.0051_2 18 19 3A 3A zz- 3 5 17 5xB M118SHS 2 10 8 6 C� 1.5x4 11 1.5x4 11 6 7 WO 2.00 FI-2. 3X10 Z:Z 1 7-11-0 14-6-0 21-1-0 29-0-0 7-11-0 6-7-0 —6-7-0 7-11-0 Plate Offsets(X,Y)-- J2:0-4-1,5,0-1-81,[4:0-3-0,0-2-5l,f6:0-4-15,0-1-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.43 8-9 >806 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.44 8-9 >785 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.21 6 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrjx-MSH Weight:243 lb FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP 2250F 1.9E TOPCHORD Structural wood sheathing directly applied or 5-1-2 oc puffins. BOTCHORD 2x4 SP 2250F 1.9E BOTCHORD Rigid ceiling directly applied or 4-11-6 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (Ib/Size) 2=1122/0-3-8,6=1245/0-3-8 Max Horz 2=-67(LC 10) Max Uplift 2=-530(LC 12),6=-611(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOPCHORD 2-3=-4760/5424,3-4=-3363/3768.4-5=-3362/3758,5-6=-4651/5405 BOTCHORD 2-1 0=-5081/4639,9-1 0=-5002/4541,8-9=-4996/4432,6-8=-5074/4426 WEBS 4-9=-2187/1738,5-9=-1305/1636,5-8.=-439/271,3-9=-1414/1676,3-10=-448/277 NOTES- 1)2-plytruss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. Bottom chords connected as follows:2x4-1 row at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL--4.2psf;BCDL=3.Opsf;h=25ft;B--45ft;L=29ft;eave--4ft;Cat. 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-9 to 1-11-7,Interior(l)1-11-7 to 14-6-0,Extedor(2)14-6-0 to 17-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 8)Bearing at joint(s)2,6 considers parallel to grain value using ANSI/TPI I angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except at=lb) 2=530,6=611. WARNING-Verify design parameters and READ NOTES ON THIS AND ti[MUDED MrrEK REFERANCE PAGE M11-7473 rev.101=015 BEFORE USE. Design valid for use only with MITek6 connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall Wit 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,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FIL 33610 Job Truss Truss Type City, i� Ply , Fleming Dev lopment- Deck Remodel-R T12748400 J170760 A05 GABLE 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.130 s Sep 15 2017 MiTek Industries,Inc. Fri Dec 15 07:57:012017 Page 1 ID:cAw7KuOrW—ZEZd?Ocq?zw2y8o5L-Y3?19375KDXGplto7NNLRSDLgdfbYvdkZ52qPySnRG -1-0-0 8-0-0 1-0-0 8-0-0 1.5x4 Scale 1:19.1 6 1.5x4 11 5 1.5x4 11 3x4 4 4.00 F1_2 3 10 2 4x4 2x4 1.5x4 11 1.5x4 11 1.5x4 11 12 9 13 8 7 8-0-0 8-0-0 Plate Offsets(X,Y)-- [2:0-G-12,0-1-121 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC .0.12 Vert(LL) 0.02 2-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.02 2-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 7 ri/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-P Weight:36 lb FT=20% LLIMIBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOTCHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 8-0-0. (lb)- Max Horz 2=86(LC 9) MaxUpllft All uplift 1001borlessatjoint(s)7,2.8,9 MaxGrav All reactions 250 lb or less at joint(s)7,2,2,8 except 9=263(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. 11;E>p B;Enci.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-0-9 to 1-11-7,Exterior(2)1-11-7to7-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;porch 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 ANSI/TPI 1. 3)Gable studs spaced at 2-0-0 oc. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,2,8,9. WARNING-VerIfy design parameters and RE4D NOTES ON THIS AND INCLUDED AfITEKREFERANCE PAGE Ull-7473 rev.10103)2015 BEFORE USE. Design valid for use only Win MI1ek8 connectors.This design Is based only upon parameters shown.and Is for an Individual building component,no a truss system.Before use,the building designer must vetify 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 fabdeaflom storage.dellvery�erection and bracing of trusses and in=systems,seeANSMI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Easi Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 31 Z Alexandria.VA 22314. Tampa,FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/�' Center plate on joint unless x,y 6-4-8 1 dimensions shown in ft-in-sixteenfhs Failure to Follow Could Cause Property 14- offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. I 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-brocing,is always required. See BCSI. C1-2 C2-3 2. Truss bracing must be designed by an engineer.For WEBS 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I bracing should be considered. 0 cp 1 5�� a YZ 0 3. Never exceed the design loading shown and never 0 stock materials on inadequately braced trusses. 0 a- 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate C7-8 06-7 C5.6 - 0 designer,erection supervisor,property owner and /*A plates 0-'/id'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 MiTek 20/20 NUMBERS/IJETTERS. 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 ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Comber is a non-structural consideration and is the width measured perpendicular ESR-1311, ESR-1352, ESR 1988 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 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 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but 2012 MiTek@ All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 18.Use of green or treated lumber may pose unacceptable i�H environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI 1: National Design Specification for Metal 19,Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MiTek ANSI/TPI I Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015