The URL can be used to link to this page

620 Begonia Street RES19-0276 Single Family Home SrS'".:Alirl�' PRIVATE PROVIDER INSPECTIONS PERMIT NUMBER `' IA RES19-0276 iz s PERMIT ISSUED. 1/29/2020 r ",;�,w 9, CITY OF ATLANTIC BEACH EXPIRES: 7/27/2020 I MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies,or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: PRIVATE PROVIDER SINGLE FAMILY HOME - 620 620 BEGONIA ST INSPECTIONS NEW SINGLE BEGONIA ST $211250.20 FAMILY RESIDENCE TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 170921 0000 ATLANTIC BEACH SEC H COMPANY: ADDRESS: CITY: STATE: ZIP: North Florida Construction Company, LLC 6685 Bowie Road Jacksonville FL 32219 OWNER: ADDRESS: CITY: STATE: ZIP: HOLSTAR LLC 6685 BOWIE RD JACKSONVILLE FL 32219 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC UTILITIES UNDERGROUND WATER SEWER UTILITIES INFORMATIONAL Notes: Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed,call 247-5878. Issued Date: 1/29/2020 1 of 3 S-Lvr�r PRIVATE PROVIDER INSPECTIONS PERMIT NUMBER JSj RES19-0276 �� PERMIT ISSUED: 1/29/2020 \ CITY OF ATLANTIC BEACH EXPIRES: 7/27/2020 2 PUBLIC UTILITIES METER BOX SEWER CLEAN OUT INFORMATIONAL Notes: Ensure all meter boxes,sewer cleanouts and valve covers are set to grade and visible. 3 PUBLIC UTILITIES RT1 SEWER CLEANOUT INFORMATIONAL Notes: A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. 4 PUBLIC WORKS DRIVEWAY APRON INFORMATIONAL Notes: All concrete driveway aprons must be 5 inches thick,4000 psi,with fibermesh from edge of pavement to the property line.Reinforcing rods or mesh are not allowed in the City right-of-way. 5 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247 -5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 6 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 7 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 8 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 9 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 10 PUBLIC WORKS MAXIMUM DRIVEWAY INFORMATIONAL Notes: Maximum driveway width within the City right-of-way is 20 feet. 11 PUBLIC WORKS TOPO SURVEY INFORMATIONAL Notes: Must provide a topographic(TOPO)survey with water retention for final C.O. Inspection. 12 PUBLIC WORKS REVISION INFORMATIONAL Notes: Any plan change must be submitted as a Revision to the Building Department. Issued Date: 1/29/2020 2 of 3 ,,rLAP.1rjr, PRIVATE PROVIDER INSPECTIONS.2 PERMIT NUMBER PERMIT RES19-0276 �y ISSUED: 1/29/2020 �J; ,r CITY OF ATLANTIC BEACH EXPIRES: 7/27/2020 z` 6 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $365.85 BUILDING PLAN CHECK 455-0000-322-1001 0 $182.93 BUILDING PLAN REVIEW RESUBMITTAL FOURTH AND 455-0000-322-1006 0 $100.00 CONSEQUENT BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 BUILDING PLAN REVIEW RESUBMITTAL THIRD 455-0000-322-1006 0 $75.00 CROSS CONNECTION 400-0000-343-3701 0.75 $50.00 PU REVIEW RESIDENTIAL BLDG 001-0000-329-1007 0 $50.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 SEWER SYSTEM DEVELOPMENT CHARGE 416-0000-324-0301 0.75 $4050.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $12.36 STATE DCA SURCHARGE 455-0000-208-0600 0 $8.24 WATER METER AND TAP 400-0000-343-3302 0 $800.00 WATER SYSTEM DEVELOPMENT IMPACT CHARGE 415-0000-324-0301 0.75 $1140.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL:$7,109.38 Issued Date: 1/29/2020 3 of 3 R E.st - 0Z76 q / UNIVERSAL ENGINEERING SCIENCE, INC. „ 5561 Florida Mining Blvd 4Jacksonville, FL 32257 904-296-0757 — Fax: 904-296-0748 Aill NOTICE TO BUILDINGnOFFICIAL—USE OF PRIVATE PROVIDER Project Name: 44/6^1 /4s-I-C to 2c DCGC•.` A Plans Review Inspections Both Parcel Tax I.D L 7 0419 i, ` y C`, Circle one Note: If the notice applies to either private plan review or private inspection services the Building Official may require,at his or her discretion,the private provider to be used for both services pursuant to Section 553.791(2)Florida Statute. 1, fl . 11-4- - S71-Iois)r...) M_ ✓Tn-v2e the fee owner,affirm I have entered into a contract with the Private Provider Indicated below to conduct the services indicated above. Private Provider Firm:Universal Engineering Sciences,Inc. FL.License,Registration or Certificate No.P.E.38705 Private Provider: Richard G.Kushner,P.E. Address: 5561 Florida Mining Blvd.Jacksonville,FL 32251 Phone: 904-296-0757 Fax:904-296-0748 I have elected to use one or more private providers to provide building code plans review and/or inspection services on the building that is the subject of the enclosed permit application,as authorized by s.553.791,Florida Statutes. I understand that the local building official may not review the plans submitted or perform the required building inspections to determine compliance with the applicable codes,except to the extent specified in said law. Instead,plans review and/or required building inspections will be performed by licensed or certified personnel identified in the application. The law requires minimum insurance requirements for such personnel,but I understand that I may require more insurance to protect my interests. By executing this form, I acknowledge that I have made inquiry regarding the competence of the licensed or certified personnel and the level of their insurance and am satisfied that my interests are adequately protected. I agree to indemnify,defend, and hold harmless the local government,the local building official,and their building code enforcement personnel from any and all claims arising from my use of these licensed or certified personnel to perform building code inspection services with respect to the building that is the subject of the enclosed permit application. I understand the Building Official retains authority to review plans,make required inspections,and enforce the applicable codes within his or her charge pursuant to the standards established by s.553.791,Florida Statutes. If I make any changes to the listed private providers or the services to be provided by those private providers,I shall,within 1 business day after any change,update this notice to reflect such changes. The building plans review and/or inspection services provided by the private provider is limited to building code compliance and does not include review for fire code,land use environmental or other codes. INDIVIDUAL CORPORATION PARTNERSHIP ::nt Individual Name Print Corp Name _P ✓' rint Partnership Name : . , By: (signature) (signature) (signature) Print Print / / _ C Print Name: Name: �J1{{� ((��` 6 +'""'tn� Name: Its: ldJ�`5 .,,c.26r Its: Address: Address: Address: ..)-)4-f. F,- 322(9 No: ephone Neoleph &c/ 75,./.. 4:::,,c)(430"-) Telephone No.: Please use appropriate notary block. STATE OF l Q COUNTY OF 0 U`e4 Individual Corporation Partnership Before me,this yin 4 Z)day..91 Before me,this day of Before me,this day of J4/1 20i ,20 L/ , ,20 ,a ,20 , personally appeared who executed the foregoing Corporation,on behalf of the state personally appeared Partner/agent on instrument,and acknowledged before me that corporation who executed the foregoing behalf of, a partnership, sam= executed for the purposes therein instrument,and acknowledged before me who executed the foregoing instrument, expr ssed. that same was executed for the purposes and acknowledged before me that same therein expressed. was executed for the purposes therein expressed. o •Ily k • , or,produced identification Type of identification produced a. .�n ,i C TO n i t nc�i•es,e rte/— Signature of Notary .-- Print Name �V1 Notary Public: NOTARY STAMP B • My commission expires: 4.7.4TONI GINDLESPERGER ,_ MY COMMISSION 0 GG 353178 '''�� o` EXPIRES:October 6,2023 c' Bonded Thru Notary Public Underwdters s ow-vi,;-7, City of Atlantic Beach APPLICATION NUMBER �' , Building Department (To be assigned by the Building Department.) 800 Seminole Road _ ( �� __ !� Atlantic Beach, Florida 32233-5445 `i ( C, Phone(904)247-5826 • Fax(904)247-5845 ;; y:' E-mail: building-dept@coab.us Date routed: ___at14.1_9_ City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM C ` De artment review required Yes No Property Address: t<j z(-----) ❑(ij�,( ,� v Buildin Applicant: K1 . r-L 4 , C t;;1DST --Pnnih� ng oni Tree Administrator Project: I N3C--,LE C" �M I L y [—Li", F bliE Works �lic 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. aC Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date:Y. d TREE ADMIN. Second Review: ❑Approved as revised. [ benie ❑Not ap�licable PUBLIC WORKS Comments: S-0 -°O PUBLIC UTILITIES "s- N PUBLIC SAFETY Reviewed by: 4 Date: /0-).9-19 FIRE SERVICES Third Review: ❑Approved as revised. NiD>•'-•. ft Not applicable Comments: C___ ) Reviewed by: Date:j2,-. 3-Lv Revised 05/19/2017 Gif T i--- a'G{e{ _ p' p — , ' `D- 1 t 1-7 it UC'- cit' UI-HU LUv-1 Y Building Permit Application Updated 10/9/18 City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@COab.US Job Address: (49 0 8C61.1,-)'1A 571ar Permit Number:_REeS i 1 - Da.-7 Legal Description (.O'rii / AI to 8t-k l3`d RE# /701,21- Cooc Valuation of Work(Replacement Cost)$ /y 0, Coo. 66 Heated/Cooled SF /(o(o2 Non-Heated/Cooled `-//4(0 7__ • Class of Work: 191Iew ❑Addition ❑Alteration ❑Repair ❑Move ❑Demo OPool ❑Window/Door • Use of existing/proposed structure(s): OCommercial I` ITesidential • If an existing structure,is a fire sprinkler system installed?: ❑Yes ONo • Will tree(s)be removed in association with proposed project? OYes(must submit separate Tree Removal Permit) ONo Describe in detail the type of work to be performed: /4(5-‘4 5 .,,,5kk f-74..., 1y Alhrtr e/0-.05 ,-'wiz,,L- Florida Product Approval ft __. for multiple products use product approval form Property Owner Information Name .4C1-Sr*4. 1.t2 Address 6(oii5 Sok—i., RI _. City 4 v -.:lir State FL- Zip 3 2119 Phone `?o'1 &J31-o533 E-Mail No art nor2OAf1CN 5r.4.1•za... Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company IVG1`'d Fl-o.2,9A CO.v5tdv1.-+1�.1 Qualifying Agent -3-.) re,. L T 1-1110-4I-, Address C0(025- 6c ''b Rd City 3'n i- su..-WC State Zip 3 Lt19 Office Phone '7 / al 31- o so ' Job Site Contact Number emit a 37- CS Z3 State Certification/Registration '61 Z 1-`11 5 ) E-Mail NGo /io, "..Oq L« a 5,,,,.'I. i G.•, Architect Name&Phone# 5 eic� CA 0 Stye.-," 5 13:// 5 4.1,:-/,/ ..7.-71. " Nc Engineer's Name&Phone# AL.ogA 5F•e.i�.tt-S E'�+6 .LT Q•'-&- cAit.eles 0,1M4 55. o '1'73- i 30,8 Workers Compensation Insurer OR Exempt Expiration Date mil Z z iii 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 regulating 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. NOTICE:In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINAN G, CONSULT WITH YOUR LENDER OR AN ATT•RN Y BEFORE RECORDIN • 2�' 'OTICE OF COMMENCEMENT. / • ///!.L _ _ Al/ ('rgnature of Owner or Agent) ignature of Contractor) � Si ned a d n to( aff m: ted d)bef. - me his C day of ed a sworn to or of-rm:.)before - this 1 •a of 4 sw r -' ,� > (1, by . oSr ElEgg . ( , . (fidt, b ♦ OS,.�d fa' o e. 11111W11111111.1 ., -TAY gna . N• ary) lumiona (Si d,atu • o�1 �1- � _ 4. , ,a.; �,� e•,e11111 1'v 4 TONT GINDLESPERGER E ..4;!T, TONI GINDLESPERGER [ 1 Personally Known OR =' a_ MY COMMISSION It FF 924951 ` [ 1 Personally Known OR _: •°• _ MY COMMISSION 1i FF 924951 y' ,•�s EXPIRES:October 6,2019 Produced Identification =�: 'a' EXPIRES:October 6,2019 [ 1 Produced Identification %�;o"�" Bonded Thru Notary Public Underwriters [ ) i F o Bonded IR S:p to b r 6,2019 Type of Identification: 4 _ ) Type of Identification: , A �� j r\J`:tf�I �J ; , CITY OF ATLANTIC BEACH . � 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 ...J S. J i' OFFICE C0PY (904) 247-5800 ��J169f BUILDING REVIEW COMMENTS Date: 10/25/2019 • Permit#: RES19-0276 Site Address: 620 BEGONIA ST Review Status: Denied RE#: 170921 0000 Applicant: North Florida Construction Company, LLC Property Owner: HOLSTAR LLC Email: northfloridallc@gmail.com Email: STEVESTARKE65@GMAIL.COM Phone: 9042370523 Phone: 9048926080 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. A topographical survey was not submitted as requested in the first review. Please submit 2 copies of the topographical survey and all requirements that go with it. I will attach a pdf of the Department's requirement for the topo. 2. There has been no site plan with the contractors initials and date on the plan next to F.F.E. located (c somewhere in the living space of the site plan drawing. 2 copies needed. The Evaluation Report for the James Hardie Siding products has not been submitted as requested, 2 copies. . It was requested that the contractor mark the structural plan as to which foundation detail would be used for this specific home. To be marked on 2 structural plans by circling and high lighting, initial and dating. This has not been done. i7of rive fr Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN i City of Atlantic Beach Building Department GRAY IS REQUIRED. '' 800 Seminole Rd, Atlantic Beach, FL 32233 `"""r Phone: (904) 247-5826 Email: Building Dept@coab.usPERMIT#: I �SI a� 7 ❑ Revision to Issued Permit OR Corrections to Comments Date: (0 I Z ( V* Project Address: i2c 6too.` �} Contractor/Contact Name: IJ I) .pLo 2.bA 5 c-1 Contact Phone: eiD(1 03i O 5'2 Email: s v6y441rE O.-- Description of Proposed Revision/Corrections: 4C✓c✓1f C,49-A-M r - EX\ e cf s•kQ �� Yrodu ct i- e vc4 , F1 o __)e ✓' . er �, ! p (cCs4 -L . 3ryNcal ( J 5�� (- RC'c-k � �,..��,�� , tTh ra s r\cP t n t I /249'L affirm the_ revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? kIT:T ❑ Yes (additional s.f.to be added: • Will proposed revision/corrections add additional increase in building value to original submittal? No ❑*Yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: ,•••••-*".. . __- ,/ (Office Use Only) CI Approved I J Denied ❑ Not Applicable to Department Permit Fee Due 5.-C9.C)0 Revision/Plan Review Comments Vila., Ars12il edk, toe"Wt-0411 11-04,-e Ku 4-.4-e n S4 -ed; � $'L�r)rciJ�), G, g Department Review Required: (buildin_g__ Planning&Zoning • Reviewed By Tree Administrator .Public Works Public Utilities /0 _c % ' do/ q Public Safety Date Fire Services Updated 10/17/18 • r CITY OF ATLANTIC BEACH , .- �Sl J , 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 \ (904) 247-5800 BUILDING REVIEW COMMENTS Date: 9/20/2019 Permit#: RES19-0276 Site Address: 620 BEGONIA ST Review Status: Denied RE#: 170921 0000 Applicant: North Florida Construction Company, LLC Property Owner: HOLSTAR LLC Email: northfloridallc@gmail.com Email: STEVESTARKE65@GMAIL.COM Phone: 9042370523 Phone: 9048926080 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. Submit 2 copies of a topographical survey. NO 2. Contractor shall submit 2 copies of the site plan and write in on the plan the FFE and sign and date. #Vv V3. The energy calculation are missing signatures and dates from the contractor(4). v4. The Energy Calculations are missing the Manual J Load Calculations. 2 copies needed. pox' ral 5. 2 Copies of Atlantic Beach's Building Department's Florida Product Approval Information Sheets need c„ql,ek- to be filled out and submitted for all components and cladding materials/product for this home. 6. I any James Hardie Building Products are to be used,the FL# as well as the Evaluation Reports (2ccopie4l ill b needed. - /1olt ' t, b rr+, ffea ' 17. A FLOODPLAIN DEVELOPMENT PERMIT APPLICATION shall be filled out for review by the Floodplain manager. 8. From the structural engineering plans, choose only the method that will be used for the foundation of this building and circle/highlight that system for this house. This decision shall be based on the FFE in respect to the original grade of the land at this house lot. 2 copies shall be marked. /t p P tar' s Aul' Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us urriUt LUPY PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes: 6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft2): i 66 7 Non-Habitable Space (ft2): 116 r? LAND INFORMATION: Zoning District: g L. Flood Zone: Minimum FFE: . 5-0 BUILDING INFORMATION: Construction Type: 1/ 6 Occupancy Group: /15/-f rN k►, • l7 2 t S. Number of stories: / Max. Occupancy Load: Fire Sprinklers Required: CONDITIONS/COMMENTS: 6 2- 0 k3 - c c -c % -- OFFICE COP. THE TOURING COMPANY, INC. ENGINEERING / CONSTRUCTION November 26, 2019 Steve Starke Begonia Street HOA, Inc. 632 Pine Street Neptune Beach, FL 32266 Re: FDEP Stormwater Permit As-Built Inspection Permit File No.0377021001 EG Begonia Street Residential Atlantic Beach, FL Dear Steve: As part of the design and permitting service for the above referenced project, I recently performed an as-built inspection regarding the construction of the stormwater management system. The system was designed and permitted in accordance with the requirements of the FDEP and the St John River Water Management District. The system is as depicted in the Grading and Drainage plan prepared by The Touring Company, and attached to the permit. Based on the inspection, the system has been built according to the stormwater management design and permit. There are no substantial deviations and the system will function as required. Please note that as each dwelling is constructed, associated drainage for the lot shall be installed as indicated in the individual lot drainage plan, which have been coordinated with the permit plan. Thank you for the opportunity to provide our services to you. Please feel free to contact me at (904) 614-3302 or at Dtouringthetouringco.com if you have any questions or comments. Sincerely, THE TOURING COMPANY, INC. David E. Touring, PE o-. ?\J--D/\ cc: File — .\ ' -1‘---7 N__, C\/ '... C) 14286-19 BEACH BLVD • UNIT 355 • JACKSONVILLE • FLORIDA • 32250 ■ (904) 614-3302 -j t �� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ur ATLANTIC BEACH,FL 32233 N. (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 01/22/2020 Permit#: RES19-0275 and 0276 Applicant: Joe Holton Site Address: 620 and 630 Begonia St. Address: 6685 Bowie Road Review: 4 Phone: 904-892-6080 RE#: 170921-0000 Email: northfloridallc@gmail.com THIS BUILDING DEPARTMENT REVIEW IS ONE OF 5 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Correction Comments: Floodplain Management. Application is disapproved for the following issues: 1. Please complete the Permit Application, including"Qualifying Agent" and"State Certification#". 2. Application Form was signed by someone other than the Applicant (Licensed contractor). Applicant must complete and sign Application Form. 3. Please provide two copies of Construction Site Management Plan,per COAB, Section 6-18, showing locations of silt fences, construction trailer, chemical toilets, dumpsters, and both on-site and off-site parking for each address. Job Copy must be posted with Permit and NOC, in doc box. 4. The above comments apply to both 620 and 630 Begonia Street applications. Dan Arlington, CBO (904) 247-5813 darlington@coab.us 1 OFFICE COPY Revision Request/Correction to Comments **HIGHLIALL HIGHLIGHTED ON HIGHLIGHTED IN .S _111 `A City of Atlantic Beach Building Department GRAY IS REQUIRED. s� 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: �L.S l - OZ-7� Revision to Issued Permit OR iI Corrections to Comments Date: II /117/1 Project Address: tt 6 ltr°'d' A '11-- Contractor/Contact Name: ' ITh 3L4-a' OA Ga"'` v` � Contact Phone: -1 � � 05227 Email: AJ itt die ti `-j''4 (• CS ^� Description of Proposed Revision/Corrections: CD-22E�� *ySit> A6//// �.ti"4 I affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed rvision/corrections add additional square footage to original submittal? ❑No Yes (additional s.f.to be added: • Will proposed rev' 'on/corrections add additional increase in building value to original submittal? ❑No es (additional increase in building value:$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: -i'� "V (Office Use Only) ❑ Approved krDenied ❑ Not Applicable to Department Permit Fee Due$ ©� Revision/Plan Review Commentsd - A s. _ - —s• h en coVti_ 4 Department Review Required: Buildiup : i 'n: &Zonin: Reviewed By Tree Administrator ( Public k Public Utilities Public Safety Date Fire Services Updated 10/17/18 -S i � SS\ OFFICE COP'�ITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 12/3/2019 Permit#: RES19-0276 Site Address: 620 BEGONIA ST Review Status: Failed RE#: 170921 0000 Applicant: North Florida Construction Company, LLC Property Owner: HOLSTAR LLC Email: northfloridallc@gmail.com Email: STEVESTARKE65@GMAIL.COM Phone: 9042370523 Phone: 9048926080 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments. Contr still needs to date and initial next to the proposed F.F.E. located in the living space area on 2 les of the site plane. . Contractor needs to choose a method of foundation from the engineer's structural de a. age S-3.1 and circle and initial that choice. 2 structural plans. 3. I understand that a survey was submitted and sent to Public works for their review they have not approved yet. ,? c. � 1 Building 2 /O Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which t L Revision Request/Correction to Comments **ALL INFORMATION -.;' �c \ HIGHLIGHTED IN ') City of Atlantic Beach Building Department GRAY IS REQUIRED. r) 800 Seminole Rd, Atlantic Beach, FL 32233 � li `"nvi. ~ Phone: 904 247-5826 Email: Building-Dept@coab.usPERMIT a: A, ) � - 0 274, OFFICECar'r Revision to Issued Permit OR ❑ Corrections to Comments Date: I Z/b /1 5- Project Project Address: b 2 `" / , e ) .1 ev ` c _S-01- Contractor/Contact Name: J v ) b ) N Contact Phone: ,.0*) 7 77 u i Z 3 Email:/- &i di- 1 ts rsjc ( L e ( G n,�. L . c \,y►., Description of Proposed Revision/Corrections: N\04- k42__.cL upQ i 1 n ; SQ-A lrA`' I- op - �OMMe l <J v Lcpc-DK ( � cr, 6 3 c) 1 S eY (-)F oboGLs f� I J o c )am"04 N affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? 'No ❑ Yes (additional s.f.to be added: ) • Will proposed revision/corrections add additional increase in building value to original submittal? No ❑*Yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: if? �,/ (Office Use Only) L� Approved ❑ Denied ❑ Not Applicable to Department Permit Fee D e$ S C Dc Revision/Plan Review Comments Department Review Required: i ing T &Zoning Reviewed By Tree Administrator Public Works Public Utilities /2- /0- 1 / Public Safety Date Fire Services Updated 10/17/18 LL ION Revision Request/Correction to Comments **HIGHLIG TED IN rYytt Ali HIGHLIGHTED IN ` City of Atlantic Beach Building Department GRAY IS REQUIRED. "Infir 800 Seminole Rd, Atlantic Beach, FL 32233 E St �I - oz7(4, 't 'r Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: KFS\ 1 Z.75, ❑ Revision to Issued Permit OR 161 Corrections to Comments Date: /[L C.1� Zc` //�� Q // 8ed0101-\(Project Address: � & ) �4 6 ILA 6? U Contractor/Contact Name: (v1:)4-T4 f ea-,' i Co -I 5-112.,--c.-77''0.) c p` - 6 o2 D Email: ✓ v tST�+ co-j- G7r��. / C t� Contact Phone:`�0�{ 8 � Description of Proposed Revision/Corrections: SCANNED I�Bte: 1 tpDt c 63u 66-6,—,A -(714--- I L---I P" affirm the revision/correction to comments is inclu$jyse o 3 , ch r gns. (printed name) , tij • Will sed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: ) JAN 2 2020 • ill pro ed-revision/corrections add additional increase in building value to originaliftal�Z �nnr#t er�t -4T6 El*Yes (additional increase in building value:$ ) Ce ctP,rfn gt,`5nifyiocrea3einvalftiogi *Signature of Contractor/Agent: (Office Use Only) ❑ Approved ❑ Denied 'ALotA plicable to Department Permit Fee Due$ Sly •DO Revision/Plan Review Comments 0--r L. LAD MT _ L Departm.e`nt Review Required: P''p iqo • ng Reviewed By re= •ministrator Public Works` - 'Public Utilities dt(ZZ (2_U Public Safety Date Fire Services Updated 10/17/18 (LM City of Atlantic Beach APPLICATION NUMBER > Building Department (To be assigned by the Building Department.) ` 'd 800 Seminole Road ��- CC ii _ ( � �J ( � ,j. _ r.. Atlantic Beach, Florida 32233-5445 R W 1 9 v 2 ` `3 Phone(904)247-5826 • Fax(904)247-5845 it �' E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: (j Z_� -MOM A Cv 7 Department review required Yes No -8-uildir_ig. Applicant: I r-L 4 . CctcST _-PI�rinmg &Zoning Tree Administrator � '- b1ic Works j Project: I ►'�C;L C f` °c1Y, i 1.(( I:-(Q,ryi E.= �- PU c-P bi lic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. ❑Not applicable (Circle one.) Comments: //-) S L BUILDING VV 19(c<<..fif ft6v ofvee3 / Ad(v,ey,5eTicc cks (Vele"' PLANNING &ZONING r( Gy,f /seeded Reviewed byV---- Date: (�23^19 TREE ADMIN. Second Review: ❑Approved as revised. ['Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. I 'Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Revision Request/Correction to Comments **ALL INFORMATION s rti HIGHLIGHTED IN - "� City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 F�°"'" ) Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: I "aJ19 '" Oz G (,0 ❑ Revision to Issued Permit OR Corrections to Comments Date: t 0 (1-- Project Address: �(;1'0 6E00^./` ae} 1 Contractor/Contact Name: IJUi- *rl.(7 i 1 t- Ca r' 514.2-4s c216 J Contact Phone: clot p 31 ch-023 Email: 44(vb- a/r 6S6 9t""~' 1. co.-- Description oDescription of Proposed Revision/Corrections: 1 4c�&zco. M e,5 n.j.4- , s 4 47 the ci s•kQ * Prodoen e vim-( <� h� i FLd0� '� Qc ; e ,r • Q111.1 Pi LCCA c--n Sirncat %. ( t , .::..(� gcx.e� (�R['_c-i O.A')C,tS, �>ra r c c c— , fan �1\/- I �7 • affirm the revision/correction to comments is inclusive of the proposed changes.t (printed name) • Will pro osed revision/corrections add additional square footage to original submittal? Ne'lVT ❑ Yes (additional s.f. to be added: ) • Will proposed revision/corrections add additional increase in building value to original submittal? No ❑*Yes(additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: __ 1 ' 's'---.0 . (Office Use Only) ❑ Approved Denied L Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments fiCn rt S / Ze-,5 F( f( ; (fGr'`r /2-7 4 1-7 frt SI-1--e- rt, .., /1-(e,f., ,. . ,",_,. 1 � ,..--,&" t- Department Review Required: G I p uildin _ ,l/fF7 -Planning&Zoning "-, Reviewed By Tree Administrator ;Pub)ic Werk--s Public Utilities / 1— 6 a / ! Public Safety Date Fire Services Updated 10/17/18 Revision Request/Correction to Comments **ALLHINFORMATION ON �s �`�r�� HIGHLIGHTED IN u it .� City of Atlantic Beach Building Department GRAY IS REQUIRED. Y n 9 r 800 Seminole Rd, Atlantic Beach, FL 32233 11191- Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RE-_-,C; [9 — OZ' Revision to Issued Permit OR iJ Corrections to Comments Date: ti /L7/19 Project Address: 6>clD B&&o i. ljf Contractor/Contact Name: rnti Y"ft Plkat 0 G0... -4�c -' Contact Phone: Tb'1 a.7- 015-07 Email: 4e t &Cc' 5:'441(. CC Description of Proposed Revision/Corrections: / C.4-44222 Fe� �S fk-oA`"/ C.,✓,H.0 E...,-> I 64PJ' . t '_ ---- affirm the revision/correction to comments is inclusive proposed changes. (printed name) , • Will proposed rvision/corrections add additional square footage to original submittal? CZ<% ❑No Yes (additional s.f.to be added: ) CO A/, • Will proposed rev' 'on/corrections add additional increase in building value to original submittal? �<// ❑No es (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: ,��`_'ZZ 11, _ (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments De artment Review Required: �� Builder . 10.n: &Zonin: Reviewed By Tree Administrator C Public W Public Utilities Public Safety Date Fire Services Updated 10/17/18 IMPORTANT PERMIT AND INSPECTION NOTES BUILDING. 1. No fill dirt can be delivered without prior approval from Public Works. Per COAC, ZZZZ. 2. The bottom of all foundation footings must be minimum 6 inches below existing grade, per COAB, ZZZZ. Site-specific details may require deeper footings. Please review COAB Bulletin 1-16 to ensure minimum Finished Floor Elevation (FFE). 3. Fill dirt inside foundation walls must be compacted in 8-inch lifts, per FBC-R506.2.1. Please submit compaction tests, from a third-party testing agency, for every 16 inches of fill or fraction thereof. x. At Final Inspection, a 6-inch clearance between exterior wall coverings and final grade (top of sod or mulch) will be required, per FBC-R318.7. Please plan FFE and lot grading accordingly. x. Where questionable soils are found, during inspection, soil and compaction tests may be required, per FBC- R401. 4. Please provide a form-board or stem wall elevation form, from a licensed surveyor, for slab inspection. 5. Please review COAB Bulletin 2-18 to determine if a survey with setbacks and dimensions to property lines is required for slab inspection. 6. The placement and protection of steel reinforcement (Rebar) must comply with FBC-R606 (Masonry) and R608 (Concrete), including required Standard Hooks at top and bottom of vertical rebar. 7. Inspections: a. In-Progress Inspections are required for Exterior Siding and Window and Door Inspections and should be scheduled for the first day of work. b. A Scratch-Coat Inspection is required for stucco work. If you intend to apply a double-up, brown- coat, please call the Building Department to schedule a same-day Scratch-Coat Inspection. c. All roofing projects require an In-Progress Inspection. d. The roof must be complete and the building dried in before scheduling rough trades inspections. 8. Please post the building permit documents in a conspicuous location, before start of construction, including the Building Permit, Notice Of Commencement (NOC), and Construction Site%%nagement Plan. The Police Department may review the management plan for compliance and parking. /e.ec,. 8. Blocking any sidewalk or street is prohibited without prior approval from the Police Artment and Public Works. 8. All work must match the approved plans. All changes to the approved plans must be re-submitted for plan review and approved before it can be inspected. Building inspectors are not authorized to approve changes to the approved plans in the field.. (See Mechanical) 8. Where excavation is required for new construction, the provisions of FBC-B, Section 3307 will apply, including a 10-Day prior notice to adjoining property owners and protection of adjoining properties. Where the excavation exceeds 24 inches, temporary retaining walls must designed by the Engineer Of Record and installed during or immediately after excavation. ROOFING. a. All roofing projects require an In-Progress Inspection. b. Sheathing replacement guidelines (APA) c. Underlayment must conform to FBC-R Table 905.1.1 d. Shingles must conform to ASTM D3161 G or H, or ASTM D7158 F ELECTRICAL. 1. Electrical work must comply with the provisions of the 2014 NEC. PLUMBING. 1. Water supply and drain pipes must be insulated outside of conditioned areas, per FBC-R, P2603.5. 2. Where the entire sanitary drainage system is replaced, the existing building drain and building sewer must be internally examined to verify proper size and slope and that piping is not broken or obstructed. 3. COAB requires an additional sewer cleanout near the sewer tap with a T-1 concrete box for protection. MECHANICAL. 1. All equipment and duct work must match the approved plans and Energy Sheets. The Manual S is the approved duct plan and the built duct work must match, or a revised Manual S or equivalent must be submitted. An equivalent must include duct and trunk layout and size, available static pressure, actual air flow, and total effective length. FUEL GAS. 1. Fuel gas systems from the regulator to the appliances must comply with the FBC-Gas. 2. LP gas storage systems and outside piping must comply with NFPA 58. 3. CSST gas piping must comply with the manufacturer's installation instructions and terms of approval. isay; ' City of Atlantic Beach DECOR/En�/E APPLICATION NUMBER o;be assigned bythe BuildingDepartment.) Building Department 9 P ) '" SEP 12 201 800 Seminole Road R i _ �7 ;. -� Atlantic Beach, Florida 32233-5445 (1� / I Phone(904)247-5826 • Fax(904)247-5845 aY:-- __Date routed: —l l ( � / - ;t 9 E-mail: building-dept@coab.us 111 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 6) Z._CD cONI A ( Department review required Yes No '�uildin Applicant: I V L 4 , _�I��' ,-PI g & Tree Administrator Project: I ND(-;L C F.k ► i L (owi. EP`u6ic Works lic u 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 X.4� 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. IXenied. ['Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by:---7 0i Date: — ✓ 72 TREE ADMIN. Second Review: ['Approved as revised. ['Denied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ['Denied. ❑Not applicable Comments: /� �- 1-9.20 Reviewed by-1 ate: Revised 05/19/2017 /6,f.__,-r,:.4 Building Permit Application Updated lO/9/18 1,1 City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY 1; ;.., IS REQUIRED. Phone: (904) 247-5826 Email: Building-Deot@coab.us Job Address: Cod 0 8t Go.44`A 6'neetr ' Permit Number:REeS(c>1 - O Z.7 Legal Description Lori / A 6 8Zk 13V RE# /701,P1 - 4000 Valuation of Work(Replacement Cost)$ iq 6. COO. 0C Heated/Cooled SF no(o2 Non-Heated/Cooled `4(a -L-_ • Class of Work: 241Tew ❑Addition ❑Alteration ORepair ❑Move ODemo OPool OWindow/Door • Use of existing/proposed structure(s): OCommercial f t'esidential • If an existing structure,is a fire sprinkler system installed?: ❑Yes ONo • Will tree(s)be removed in association with proposed prosect?DYes(must submit separate Tree Removal Permit) CINo Describe in detail the type of work to be performed: pit w .6Lagk re,Mi /y /[+ 011 G0,45I.-72✓C-1( 4,.r Florida Product Approval# for multiple products use product approval form Property Owner Information Name /4OL5 I'I4tt Llt- _ Address (4445 804.''e Rte( City TA-LILA r f/F State FL Zip 3 b.i 9 Phone ?O'( 0731-06.73 E-Mail NOCr4Fto z.Oa LIcto 5,..4:1.ca.. Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company r/OQ`A P104,pA C0f42,v4-4.'111e-1 Qualifying Agent Address COUR5- 8o"...a Re City 3"AL/14u.+•;`Ik State Zip 3u.- ? Office Phone 161 a1)1- o Sa 3 Job Site Contact Number q oq a37- es z3 State Certification/Registration# E-Mail NG GY'4 rL 0A-'‘.ON L4.e e -.5",0+-:/• t'0.4 Architect Name&Phone# `51%I (d CA 0 Stagy-,ct S 13 r J f S A r`i S . 1- /5-810 Engineer's Name&Phone# i9Li)PiA 6E.ts.4tit-5. E../6TA.Creil•+Cr CA4iieS O'tn•.1 e5: 0 775- !30B Workers Compensation Insurer OR Exemptitr 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 ail work wilt be performed to meet the standards of all the laws regulating 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. NOTICE:In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINAN G, CONSULT WITH YOUR LENDER OR AN ATT•RN Y BEFORE RECORDIN .7. 4 ' 'OTICE OF COMMENCEMENT. / (ignature of Owner or Agent) / ignature of Contractor) Si ned a d sw rn to(. aff :d)bef.��-y, e his •day of ed a sworn to or of :.)before�r - this 9 •a of ,Q� , C) ( by o5.ACk �� . C 20L ,b • 6S X11,1 '(a0 Ww_ ig . IIIPI (Siyatu - of :1� - aril .,Iar..esr..,!.-z...,.vcn�z_-:aa..... v:c 'R! ,.,:0;:f%!;,,,. TONT GMLESPERFIEP, F k ,;P P�••. TONI GINDLESPERGER [ ]Personally Known OR I 1 `,, MY C.�MMI,`,SION#FF 92451 [ ]Personally Known OR '%, MY COMMISSION#FF 924951 EXF' i N October.1 200 Produced Identification ) , EXPIRES:October 6,2019 [ ]Produced Identification h,,d it of [ ] y'uLU darxn crs r Bonded Thru Notary Pubic Underwriters Type of Identification: - ,-.:,„_:--;4;:,-,-'1; v !, Type of Identification: Revision Request/Correction to Comments **ALL INFORMATION �f>�.J i:. HIGHLIGHTED IN JS t! City of Atlantic Beach Building Department GRAY IS REQUIRED. n 800 Seminole Rd, Atlantic Beach, FL 32233 /� °ji'�r Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 1 `�`�I q - O 7 co ❑ Revision to Issued Permit OR Corrections to Comments Date: l 0 ti-3 jContProject Address: (-002° 6t.(50/..), 4 . -1-- Contractor/Contact ractor/Contact Name: pit-WI-4'f VLO2%'bA Cz,-► SM-" c'1a") Contact Phone: 1O ?3i ch—c23 Email: 44Vt542fE 6S 11-A-' . cll.-- Description of Proposed Revisionn�/Corrections: lj C Vea�rC e^e-,1-3 n cI+ e'l S 4) ,n e i/ S'k Q_Kts Procto eA v oaj ke-e &- ---5( ..1( trial %1%.e) IRCI.t.4., 0,A3C,'S . 1 (Th ra:.( c., (:'_ P(On I ?h `w 7 affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? *NTT ❑ Yes (additional s.f.to be added: ) • Will proposed revision/corrections add additional increase in building value to original submittal? No . *yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: '-- /1�,—` ,�----- (Office Use Only) ❑ Approved LSA Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments N. Department Review Required: (Buildi ) �.J/^40.1V,t ' ` \ P nnin_g&Zoning-7", Reviewed By Tree Administrator RECEIVE I) Public Utilities // '—fr-/ Public Safety OCT 25 2019 Date Fire Services k Updated 10/17/18 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 10-30-19 (Reviewed by S.Swann) Application#: RES19-0276 Project Address: 620 Begonia St. CORRECTION ITEMS Check Box to Select CSMP Provide construction site management plan including location of silt fence, dumpster, portable toilet. X Right-of-Way Permit is required if using right-of-way for construction parking. DPLN Provide drainage plans showing site topography(flow arrows, etc.). Revise to match CIV1900002 X ESCP Provide erosion and sediment control plans with installation details. X IMPS Provide impervious surface calculations for entire lot (existing and post construction). 0 Section 24-66(b) of the Land Development Regulations requires on-site storage for increased run-off LDCS if adding 250 SF or more impervious surface. Provide Delta volume calculations and on-site retention 0 required per Section 24-66(b). REPM A Revocable Encroachment Agreement must be submitted. X RMRO All runoff must remain on-site. Cannot raise lot elevation. 0 RWPM A Right-of-Way Permit must be obtained. 0 Provide a pre-construction topographic survey prepared by a Florida Licensed Professional Land TSUR Surveyor, showing 1' contours. Provide as-built of storm water management system and grading per X _ CIV19-0002 CUT Provide manufacturer cut sheets for 50%credit on Turf Block pavers. (If Turf Block pavers are X proposed) DW Maximum driveway width within the City right-of-way is 20' (circular driveway width is 12' maximum). 0 PAV Provide paver installation method (must meet I.C.P.I.). X WRA Provide a detailed plan of water retention area and how water runoff gets to water retention ❑ areas and then to street. WR Provide detailed plans showing proposed water retention. 0 SID Concrete sidewalk must continue through driveway. 0 50 Documentation shows impervious areas are over the 45%allowed by City code. X See previous correction items 0 Grading does not match approved grading plan, see Permit CIV19-0002 X Revised 2/26/19 Building slab and driveway locations do not match previously submitted site plan, see Permit CIV19- X 0002, revise Grading shown in rear of lot do not appear to be representative of actual site conditions, revise as X necessary Survey notes reference incorrect FIRM and bearing datum, revise notes as necessary X Site plan submitted with permit application package references the wrong lot number X Per 24-68(b)(6), a copy of the Engineer's Certification of As-Built Construction to the SJRWMD must be submitted to the city before building permits for individual lot X construction may be issued Revision Request/Correction to Comments **ALL INFORMATION s�1.,,,-- HIGHLIGHTED IN "' City of Atlantic Beach Building Department GRAY IS REQUIRED. s '". 800 Seminole Rd, Atlantic Beach, FL 32233 `� ''-0109.,- Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RCS I.9 - OZ ! (0 Revision to Issued Permit OR .14 1 Corrections to Comments Date: ti /1-911y Project Address: ((At grtr°^'` ^ 4Jf Contractor/Contact Name: cbi-1-11 )-1-4.4 DA en"' v` -d Contact Phone: Ib O )7— 05L77 Email: &4`1E""-sift:(PS* S'"4`I. c '— Description of Proposed Revision/Corrections: /f I �i-Pli i%. � I� �� affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed rvision/corrections add additional square footage to original submittal? ❑No Yes (additional s.f.to be added: ) • Will proposed rev' 'on/corrections add additional increase in building value to original submittal? ❑No es (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: 1�'�`� S (Office Use Only) ❑ Approvedenied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments dans -Foo LoVN, it I..AW-E►clqe� Department Review Required: Buildi _lir2,61(. 1sr..A----4- - nnin g&Zoning Reviewey Tree Administrator Pul______Ajgo.Public Utilities DEC p 2 201 /p2 „Ea if Public Safety Fire Services Updated 10/17/18 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 12-12-19 (Reviewed by S.Swann) Application#: RES19-0276 Project Address: 620 Begonia St. CORRECTION ITEMS Check Box to Select CSMP 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. DPLN Provide drainage plans showing site topography (flow arrows, etc.). 0 ESCP Provide erosion and sediment control plans with installation details. 0 IMPS Provide impervious surface calculations for entire lot (existing and post construction). 0 Section 24-66(b) of the Land Development Regulations requires on-site storage for increased run-off LDCS if adding 250 SF or more impervious surface. Provide Delta volume calculations and on-site retention 0 required per Section 24-66(b). REPM A Revocable Encroachment Agreement must be submitted. X RMRO All runoff must remain on-site. Cannot raise lot elevation. 0 RWPM A Right-of-Way Permit must be obtained. 0 TSUR Provide a pre-construction topographic survey prepared by a Florida Licensed Professional Land ❑ Surveyor, showing 1' contours. CUT Provide manufacturer cut sheets for 50%credit on Turf Block pavers. (Turf Block pavers proposed X indicate 60%Impervious,revise Impervious Area Calculations for site accordingly) DW Maximum driveway width within the City right-of-way is 20' (circular driveway width is 12' maximum). 0 PAV Provide paver installation method (must meet I.C.P.I.). 0 WRA Provide a detailed plan of water retention area and how water runoff gets to water retention ❑ areas and then to street. WR Provide detailed plans showing proposed water retention. 0 SID Concrete sidewalk must continue through driveway. 0 50 Documentation shows incorrect impervious area calculations, see CUT above. X Stormwater management system must be fully stabilized, spillway must be protected to prevent X failure during overflow. Per 24-68(b)(6), a copy of the Engineer's Certification of As-Built Construction to the SIRWMD must be submitted to the city before building permits for individual lot X construction may be issued (signed &sealed) Revised 2/26/19 THE TOURING COMPANY, INC. ENGINEERING / CONSTRUCTION 4) November 26, 2019 Steve Starke Begonia Street HOA, Inc. 632 Pine Street Neptune Beach, FL 32266 Re: FDEP Stormwater Permit As-Built Inspection Permit File No. 0377021001EG Begonia Street Residential Atlantic Beach, FL Dear Steve: As part of the design and permitting service for the above referenced project, I recently performed an as-built inspection regarding the construction of the stormwater management system. The system was designed and permitted in accordance with the requirements of the FDEP and the St John River Water Management District. The system is as depicted in the Grading and Drainage plan prepared by The Touring Company, and attached to the permit. Based on the inspection, the system has been built according to the stormwater management design and permit. There are no substantial deviations and the system will function as required. Please note that as each dwelling is constructed, associated drainage for the lot shall be installed as indicated in the individual lot drainage plan, which have been coordinated with the permit plan. Thank you for the opportunity to provide our services to you. Please feel free to contact me at (904) 614-3302 or at Dtourinq(c�thetouringco.com if you have any questions or comments. Sincerely, THE TOURING COMPANY, INC. David E. Touring, PE President cc: File 14286-19 BEACH BLVD • UNIT 355 • JACKSONVILLE • FLORIDA • 32250 • (904) 614-3302 t PERMEABLE PAVERS s N <XB PERMEABLE u, 'I=.1AGS STORMV:ATER .::;NOF* __ il.•rMar•: a.... .'...--.f'� '"°^^' d. d • tliaYrrr. Swoo... S - Mir 04 fretnron's Green Collection ofi 3esthehc beauty.end Engineered quality.while positively c=ntrIbuting to the sunamding e....Lmm _-_ dent.these iRr .__ . O. L. Kreclatly designed Anvers will n r'.,co or eliminate storm;gator run-off and decrease flooding. mile returning raknvater into th ratural water table. �� 1 m x Et addition,Pern,eable Pavers a r;•prOVde a sturdy paved surface for vehicular and fort traefC Cr parking areas,low oolume r',,dorm s.driveways. h'raailly e0` ,-------- ¢ . fates.and w& d81s. Environmental Benefits of Penneabie Pavers • Surface Water Management • Storm v.atcr drains twck into native sort.recharging ground n:rter supplies and AQUA PAVER reducing storm water run o'flialmoNrlr pea r5' a • Reduce Landscape Irrigation Demand „"`r""' per pow* `t Recharges groundwater sutK ares 9 It s RerC e= I . •M almize Local Heat bland EMacb . .,:,,,.. 4/1,:_....,: -"IbS-- -- Pornteabk-havers are avaitahle in colors that have high`Fl•.eines which In , Cubs W•191.17 •I ! 0 mm help reduce Heat Island Effect AC/A awtR, -_-.__.__ ,_--'_- hrr..aORay. .marchd Pf es rrnrahk Pd4i.ers :well rbymec I.d,and their use by wsigneta..Is MKV1Aatli.d.Tire',heed Sl0Te5 Gren eeulkurra Coon:a fUSGEC•)r.CgM OLPS E�::n,•abk..Pavers at a Se:a I.tanarr•r.•M Pra,-n a t&API b wrtrol rN--cat;dna quant'or Slormwater Rl.r:,if Tho US OBC Las lershp m En..rev and Enstrarncntal —__ -- — (.,n'RtIL[tUa'1 Green Bulking Astir 1 SwtOm 1u6u e5 a varnM),W awes W r;to-loots that H.orte0rale Fe+m sabM Pasty S r tree- _. SF RIMA T -_- d6 :R 7z:.s 1t:. tea. %� b.a.r.r••: a a. _,—,-- I 1 r.,...cl.:Ms.e.w... COYOar.a Sdthl.!• .l.NO 1.9 w 9 A.w NMa .„ ,d &�Crb �---_.._.__ Y h. TA RrefY.wn.rl.rM. - - SO ay aS.II • s ' .., Sal MO.or Gress 3.41 Ne 6'(ISO aa esu cuOW.a 0.1* 2900b I Ne.Sl WM Stow _*wad.om+,wsen wt.www«Caw. wM<..errr 3 ICA, _. __r-Ts Rs+o rah.B.aanp SAN `tl` ,....R.•Witc....r.r,.M 9•_-' _ M.,r MNM Clrir.L ce,...aralm•.+•9.. t✓ . FT• iiia r4aa.a•awe..rs M roe — _ s LC _ \ �nPt 2 I'- M._..�.'-Ft-17=;; ` =f1Rilea)ellhil-1r=11= Mwrro.e t,1 TURF BLOCK Ile caaa•rs.•..a \ - �. Lei C .� = D.•...Ma•. .33e'.0a3,a' I/-6--\/0-- x .,1,..._11,.. Tun UY.SIMe .. ...a.N.Sa - ) ,„.„, . IF pee Cobs N, 1 0 OS [anW.wa SeyeN .OvanS MAIM.:CO•t.NL1N.r Mrmre•a TO OVUM rcn awa..r rOra 4, ... S •a.we surAcw Mc.MAX Pk DM Mn.••oeoarMer a.9 CIRr•a•tn/p :lOG 9a •use Tn...WK WITH MAHO.CU.Mt.•M 96S.i.AOa •Malt 111.l00•PRAM PIMA MAIM 4•01/01411,PATIO NrlIS'9•UNOF.RPDA »�� + N9.) 1- ADMmar••RJIdA!l.AClS O•DOS •C'.•N•N MN M.Cr.•KFoe POR WAO NIW P.O.OPI.PALA •CAKR..MCONC•.ROU.YC.I•OwinrOUT MOM ON Tb.N SUCH CANS.CUM ._.`___-- a,--_ _ -� •rr•.r1rnM.ra•iWCYNHIS FW rlMrc.s A P.O.i WI6 .01.01.0 NOM MIN COMO[R NNW PIRD •M....#,e,an rw9rl..•er qOpening.r,,aeyon. NgrNprot No•,Ha.Saw STANDARD COLORS SPECIAL ORDER COLORS htn.W9.Caw♦.Yvan • o.eta.es.wr+sun C.o.For 0.16.1.1•C...011. ••• two�.tare aw.n. ar..ew MON,*IO..a.onn• ..alp calor tr-r Ao-ro M W trwr .' rb Se-. A .11 f' (,I 1f �m in am mie l€ rroai.... awn-ao...o.w. ••��•-•_• I n•.r+a.rtTh..He z 9e.. -�.....�or...-_...+ ar I .LII.. =12 Ca•a••.s•--rFtow Lag ilMk v..'�.-[a-. . FI0II 'E arra.. 1.14.4.44 TGL1: ��+ ll ..* Nw00we VP.�e{"r :.lige •l� �Q• nwe*PS.Spud aw..an CHARCOAL GRANITE - }i1 �•.ar� �� ♦ r� •'aDONNiw NaysM. '••la •♦•• .!♦► (' www.<.ar�ewww AUTUMN BLIND CAPPUCCINO HaRffA9E da,.. JL•L+ 11 r y.t wx.a.a,Fop art SO*arKm.x • ♦ •eg•�t�R ==../.114../ esew =../... c Il=,l=Ilei_ 1-Il.-II-4Uti _-'.� ran r moms 2 Sam...a tjx1f1 I-1 st n n'tug- a..r...-........u..a. __ _ l�itp sa..w. oaia�w(1.04.....eoaaa 1 = U. 'ti-.IL-W1-11.=111.y, Nau.r..raarrha. 90 _-IIE3l= 1=1 I =: - a.r.w,wwaNa. t. 11111 Sd Gu✓>Q•b ....•/d.Sopa i•Da. •Na I VOW.was.noc.raas mans or Mica.MOM/.Nsrartcwrwani •NO IStae lrMAN T9.aaaa alK BY OMNI KOWA,w+awcwTnNa NATURAL ORiY OLD CMICA00 CANDOUR* renA •NO 2 MOS a•.or,4SUNna WITH.3 a.NO•STOW Fes . r i s 16 , . - J , ,7,,,,,,;.., .if`i ...:, ; ♦4F 4:4160L" i � � ' - - -- t ' . ,,i'' ;: '.,i.),4:, .1:„': d ... } - yL 4 -i t } r f# i r 9 } ! • ,a,= y k F i 9 j r r tia 1f _ re, 4 F ,,4. . ,....:,-: f t '', 4:::. ,1%,',..,:-,;').',.4.j.r../ i ' t 7. t' - • tt c L'r�Y $1 pp 1.5 ins_...;...4 `A ,.i7•+4 :—r,...> k`f'fnF `it 41 r . tom ' f t ^' , , 1 e s , - t ; 1, $ ! c. .t a y BI "� : �` i xis L S 1t; L. (iy if I if: 1.-T) o4.14 rf . „` �„ ' t4. 1. vt.�x.y ,. T Revision Request/Correction to Comments **ALL INFORMATION 'S�f`'� HIGHLIGHTED IN ♦ City of Atlantic Beach Building Department GRAY IS REQUIRED. `�"for 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: k ES Ic1 OZ 70 evision to Issued Permit OR ❑ Corrections to Comments Date: I Project Address: : UJ = -.A. 471" Contractor/Contact Name: �^'� s fl•� t r y "`'�1'`� Contact Phone: 404{ $91- (.4)0(10 Email: Sive 5 elEe Cos 6 ,.,,.,..•1 e 0'" Description of Proposed Revision/Corrections: I 5L—"PkV.- 44-41*--....--'— affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ...�r oo ❑ Yes (additional s.f.to be added: ) • Will posed revision/corrections add additional increase in building value to original submittal? No ❑*Yes(additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: /ite . (Office Use Only) ❑ Approved Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: l S 4- R e v t ( n 4' __ AN `" Buil V ��l✓ ii. y// �0 • _ . . _.:,/ - - gip ® ��Reviewed s'� ' Tree Administrator C3(11" ` ubli----- Public �•�6 2019 t e� 1 12-2b- I� Public UtilitiesJ Public Safety Date Fire Services - - ----- _ updated l0/17/18 rRevision Request/Correction to Comments **ALL INFORMATION v ill-Ai /fir HIGHLIGHTED Allre City of Atlantic Beach Building Department GRAY IS REQUIRED. uviii,-, 800 Seminole Rd, Atlantic Beach, FL 32233 2 (� on w- Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: R ESIC)- OZ 7( t mr•evision to Issued Permit OR 104rections to Comments Date: VIAO Project Address: (1 gO Pete^'>?1 -S1- - Contractor/Contact Name: f4 J'' l (-' >'DA GC.-3"Tz.vcr.‘-0,, c2`�l-(o0$0 �F 7 iTE 65. Contact Phone: 470'1 Email: S� S �/' •"'"'`}" i • c-`')'"' Description of Proposed Revision/Corrections: et-4 Lit i>r Li-Al- Pe 2...;,-f' 4;- 4--✓tic-*J// u--t 2®4-r.4 0,-,t-----.e-"'" ''er....t" __ I 64 —pL-f '�/ .L affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) 7A • W�,illroposed revision/corrections add additional square footage to original submittal? �/ �No LIYes (additional s.f.to be added: ) 0,$)1 CO Afr • Will�ce�osed revision/corrections add additional increase in building value to original submittal? No ❑*Yes (additional increase in building value: Contractor must sign if increase in valuation) *Signature of Contractor/Agent: / ql (Office Use Only) Approved lenied F I Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments .4Z I( d#.441 ,71(V 7;14 kfr,rIGI4C)(0V Department Review Required: ECCi V t Building JAN 07 2021 ---44, Planning&Zoning a iewed By Tree Administrator ubl Worksi' — eVi e(A) / P is tilities ��j _I G' /�'.2C Public Safety C 3 I^ ( r -(�T Date `tel Fire Services updated/0/17/18 REVOCABLE ENCROACHMENT AGREEMENT '� '$1 City of Atlantic Beach **ALL INFORMATION • 800 Seminole Road,Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY IS REQUIRED. REVOCABLE ENCROACHMENT AGREEMENT by the City of Atlantic Beach, Florida,a municipal corporation organized and existing under the laws of the State of Florida, hereinafter referred to as "CITY" and ,.J Y'L "Gf of Atlantic Beach, Florida, hereinafter referred to as "USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property for the purpose as described in the City of Atlantic Beach. This work is generally described as D/"`v�“,. Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty(30)days' notice by CITY to SER,said notice to USER shall be given by certified mail,return receipt requested,to the following address Lc 9.6 • In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above described easement or property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. • The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other land use and code requirements of the CITY, including City Code Section 19-7(h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." • The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach Public Works Department, for said change within 30 days after the day of completion. • This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. • USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of easements, public right-of-ways and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assu ed by the USER. Date / '7r 20 Property Own•r/Agent(signed in presence of Notary Public) STATE OF FLORIDA, COUNTY OF DUVAL The fore!sing instrument was acknowledged this 7 day of CLI\ , 20 by � D ke c, Q l ,who personally appeared before me and (printed name of Signer) ackn•0 edge that she signed the instrument voluntarily for the purpose expressed in it. Qj - Department Approval: vs`Y' TONI CINDLESPERGER y r Signature of Notary Public,State • to ida *; MY COMMISSION GG3531T8 ['Personally Known °;;•46.-:o`/ EXPIRES:October 6,2023 - [ ] Produced Identification(Type) °`... 8°"cMditguNctaYPublicUndentlikers Scott I liams, 'ubllc Y or s Director H:\Applications&Forms\Word&Excel Document Originals\20180831 Revocable Encroachment Agreement.docx Revision Date:8/31/18 .iPe, RIGHT-OF-WAY/EASEMENT PERMIT APPLICATION **ALL INFORMATION 4 y City of Atlantic Beach HIGHLIGHTED IN GRAY IS � b 800 Seminole Road,Atlantic Beach, FL 32233 REQUIRED. `IMP //�� PERMITTEE/� RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job Address ( 2 L0 '✓&&4 --•� .. - Permit Number Res I, A -02,7 ( -, Contractor Information Company /Neo"O1rf w-12- 27 el ,neo"- r '��r� Qualifying Agent od✓ O4n')'ll-�- Address eo(o z,r 8o r`' / / X City 6 A- / .4 L"- State i Q.. Zip -12-11 Phone 704 Sell-"OG Email 67C 57 l'(6S-e9d+e-/•Ce-- State Certification/Registration# Z&- 04I-Loco Q d -( (� h1 -i 4 IJ`U ��ll`� �d�2 1I'I�l O // MM(.CC. ..- CM jj}}�� Phone Email,0;115k Par( 4� °� i}�a,iMF,y. 0`� c: Engineer �,r.�^�-, Phone `ZZ� 3�� Email oat_. c.c.- Workers Compensation Insurer OR Exemptxpiration Date • Permittee declares that prior to filing this application they have ascertained the location of all existing utilities,both aerial and underground and the accurate locations are shown on the sketches. • Whenever necessary for the construction, repair,improvement,maintenance,safe and efficient operation,alteration or relocation of all,or any portion of said street or easement as determined by the Public Works Director,any or all said poles, wires, pipes,cables or other facilities and appurtenances authorized hereunder,shall be immediately removed from said street or easement or reset or relocated hereon as required by the Public Works Director and at the expense of the Permittee unless reimbursement is authorized. • All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of 73-0i: /•f-®i.i* (Project Superintendent) with(Company Name) ,.I s it TA ft o m.%Pa '- ...&,v- 4-1 •.- Phone 'jot 137- 0S2.', • All materials and equipment shall be subject to inspection by the Public Works Director. • All city property shall be restored to its original condition as far as practical,in keeping with City specifications and the manner satisfactory to the City. • A sketch of plans covering details of this installation,as well as a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the City right-of-way are to be included with this application. • The permittee shall commence actual construction in good faith within i6 days. If the beginning date is more than 60 days from date of permit approval then permittee must review the permit with the Public Works Director to make sure no changes have occurred in the area that would affect the permitted construction. • It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder,and the holder will,at all times,assume all risk of and indemnify,defend and save harmless the City of Atlantic Beach from and against any and all loss,damage and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. • The Public Works Director shall be notified 24 hours prior to starting work and again immediately upon completion. 7? Date N7'" 20 Permittee(signed in presence of Notary Public) STATE OF FLORIDA,COUNTY OF DUVAL 7 /� The foregoing instrument was acknowledged this day of Q^ ,20 Z�-! by +-e p i , e A S-f'Q -'/- l / -e ,who personally appeared before me and 1 (printed name of Permittee) • TONIGINDLE acknowled;: hath she ig the i str ent voluntarily for the purpose expressed in i1.t...,‘.,...,..... ....\ SPERGER MY COMMISSION 3 GG 353178 Bonded ttw Nogryp 8�2023 IC"' ,, 0 KnUnJentier, t Personally Known Signature of Notary Public,State of Flori a t [ ]Produced Identification(Type) H:\Applications&Forms\Word&Excel Document Originals\201801001 Right-of-Way Easement Permit Application.docx Revision Date:10/1/18 LL Revision Request/Correction to Comments **HIGHLIG INFORMATIONEIN HIGHLIGHTED IN ,-(f.: '''. City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 _ °j`'r Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ('c 51 C .-0 Z �(� El Revision to Issued Permit OR ❑�Corrections to Comments Date: // ? /7(-) Project Address: �P L L>�""� ` .a Contractor/Contact Name: ML.,2-fl-i IL'-'•"'£ 4 77-72- �4-1\V' Contact Phone: ?01 271 - cc ez) U Email: _6ir'-"&`> 2Kr eC'5 f'~''-'/ e a— Description of Proposed Revision/Corrections: /i I � AFf 9- 744^2�� affirm the revision/correction to comments is inclu 1v,e.ofthe proposed changes. (printed name) • Wiloposed revision/corrections add additional square footage to original submittal? JAN 8 2020 No C Yes (additional s.f.to be added: ) Department • Will pro o revision/corrections add additional increase in building value to origirOltiubfnitt$l? 1>f. !' "?..h, F! o LJ*Yes (additional increase in building value: ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent. (Office Use Only) Approved E Denied [ Not Applicable to Department Permit Fee Due $ Revision/Plan Review Comments dans -i00 1 cw e -b Lagv4 c,4e Department Review Required: /n 1 //� Building // J/`�i�Gli�Fs�"�L Planning&Zoning rcEivl evlewed By Tree Administrator Public Works AN 08 202 Pu lc Utilities / ��.72...0 Public Safety BY' Date Fire Services Updated 10/17/18 2 . 4`44= -r-e v le-,,-) i C 41 -,-k S` - R EV I EA,3 S1,:Ly;y, City of Atlantic Beach APPLICATION NUMBER i ç Building Department (To be assigned by the Building Department.) 8tla Seminolec Road Est - ( 2_ 7 Atlantic Beach, Florida 32233-5445 R L i l Y� Phone(904)247-5826 • Fax(904)247-5845 L ` I [] "`r.nt19' (�' E-mail: building-dept@coab.us Date routed: `I l! t City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: (<j C'C) ccGcNI A ( Department review required Yes No ildin Applicant: K) • r-L 4 . C.e,3.s'r —P nning &Zonin9 Tree Administrator Project: � I L L I t4(Y� i 1 (eat F- ,c Public Works f�Public Utilities; Public Safety Fire Services Review fee $ 501 CR.) Dept Signature CA"..) Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation \\A St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLIC ON STATUS Reviewing Department First Review: pproved. ['Denied. ['Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING 9 7-17 Reviewed by: '-- '�-�Date: TREE ADMIN. Second Review: ❑Approved as revised. ['Denied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: 040% Date: FIRE SERVICES Third Review: nApproved as revised. ['Denied. leis, Not applicable Comments: ) Reviewed by: Date: Revised 05/19/2017 /' •! '' ,� City of Atlantic Beach j t:� PUBLIC UTILITIES DEPARTMENT 111 is 902 Assisi Lane •, .) jJacksonville, FL 32233 57 .� (904) 247-5834 NEW WATER / SEWER TAP REQUEST Date ' -'1 7-( 9 Service Address (o 20 7 ' (,oL) 44 L57- Number of Units I Commercial Residential Vir Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) ' - New Irrigation Meter Upgrade Existing Meter from to (size) /i New Reclaim Water Meter Size New Connection to City Sewer 'r Applicant Name Billing Address City State Zip Phone Email Applicant Signature CITY STAFF USE ONLY Application # 0r5 19 -- 0 2 Ra Water System Development Charge $ /, I y0, UO Sewer System Development Charge $ (4i 0.S�, CO Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ goy, 00 Sewer Tap $ Cross Connection $ SO, C50 Other $ TOTAL $ to i 0 (10 , C (Notes) APPROVED - c-.-� !Date —/ 7 /,' Public tilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED PUBLIC UTILITIES PLAN REVIEW COMMENTS Date: 9 19 I G1 Application#: I L csI I " b 2- 1�P Project Address: (QZ O B O nu a Check Box Check APPLICATION TRACKING COMMENTS to Add Box to Comment Print Underground Avoid damage to underground water and sewer utilities. Verify vertical and Water Sewer horizontal location of utilities. Hand dig if necessary. If field coordination is Utilities needed,call 247-5878. Meter Boxes Ensure all meter boxes,sewer cleanouts and valve covers are set to grade Sewer Cleanout and visible. A sewer cleanout must be installed at the property line. Cleanout must be + RT1 Sewer covered with an RT1 concrete box with metal lid. Cleanout to be set to grade Cleanout and visible. A reduced pressure zone backflow preventer must be installed if irrigation will RPZ be provided or if there is a private well on the property. Backflow preventer CI Backflow must be tested by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change,any fire line Sensus installed must be metered with a Sensus touch-read meter in a properly sized Touch-Read vault and an appropriate backflow preventer installed. Backflow preventer 0 0 Meter must be tested by a certified tester and a copy of the results sent to Public Utilities. Fire Sprinkler if fire sprinkler system is provided,call 247-5878 for backflow requirements. Backflow At a minimum,will require a double check backflow preventer. ❑ ❑ Requirement Fire Line Fire lines must be metered with a Sensus touch-read meter. Meters larger ❑ ❑ Meter than 2"must be installed in a vault as noted in JEA specifications. Utility Map See attached Utility Map. 0 ❑ Disconnect &Cap Disconnect and cap water and sewer lines. ❑ 0 inspection Must call the inspection Line at 247-5814 to request an inspection of the Prior disconnected and capped water and sewer lines prior to demolition. ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 O ❑ mug Lumber design values are in accordance with ANSI/I-PI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' OFFICE COPY RE: 190802-01 KM - Joe Holton MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Joe Holton/ North Florida Construction Project Name: . Model: . Lot/Block: . Subdivision: . Address: 620 Begonia St, . City: Jacksonville 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 8.3 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 21 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T17858992 CJO1 8/14/19 2 T17858993 G01 8/14/19 3 T17858994 GE01 8/14/19 4 T17858995 GE02 8/14/19 5 T17858996 GE03 8/14/19 6 717858997 H01 8/14/19 REVIEWED FOR GENERAL 7 T17858998 H02 8/14/19 CONFORMANCE 8 T17858999 H03 8/14/19 H04 8/14/1REVISE AND RESUBMIT 10 T17859001 9 11 T17859002 J01 8/14/19 12 T17859003 J02 8/14/19 RETURNING WITHOUT OBJECTION 13 T17859004 J03 8/14/19 _SILL) 14 T17859005 J04 8/14/19 C. PAUL DIGIACOMO P.E.�1�1� 15 T17859006 J05 8/14/19 16 T17859007 701 8/14/19 17 T17859008 T02 8/14/19 18 T17859009 T03 8/14/19 19 T17859010 T04 8/14/19 20 T17859011 T05 8/14/19 21 T17859012 T07 8/14/19 ,,��111111/ I The truss drawing(s) referenced above have been prepared by ap.S A. . � MiTek USA, Inc. under my direct supervision based on the parameters �`�,�1•°.• .G ... 2�i� provided by Coastal Truss & Vinyl Siding. .` • '. Truss Design Engineer's Name: Albani, Thomas No :jr :o •• My license renewal date for the state of Florida is February 28, 2021. • IMPORTANT NOTE:The seal on these truss component designs is a certification O S OF %4/ ,�' 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 �� FS• 0 A 1'.• 0\ •` shown(e.g.,loads,supports,dimensions,shapes and design codes),which were oi�� ''• •'' •• r1 S TMiTek cus omers TRENCO. file reference purpose only, Oproject specific information nottaken into account in the 1lO/1NA/tt�,,,,� RENCO's preparation of these designs. MiTek or TRENCO has not independently verified the Thomas A.Albanl Pi:No.39380 applicability of the design parameters or the designs for any particular building. Before use, ANT*USA,Inc.fi Cert 8834 the building designer should verify applicability of design parameters and properly 8904 Parke East Blvd.Tampa FL 33810 incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Date August 14,2019 Albani, Thomas 1 of 1 Joie Truss Truss Type Qty Ply Joe Holton • 717858992 190802-01KM CJO1 Diagonal Hip Girder 2 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Wed Aug 14 09:16:23 2019 Page 1 ID:rtxQJyjROcplbDAmWjfAfEyrvzk-JGXCnH_uRglave8xiKq?31 g8QiVbSYGayivaRynzt6 -1-10-10 4-2-14 7-7-3 11-3-0 1-10-10 4-2-14 3-4-5 3-7-13 1.5x4 I Scale:1/2'.1' 5 6 NAILED — NAILED 3x4 16 3.54 12 NAILED 4 NAILED 001 15 3x4 NAILED 3 NAILED 14 pm- 2 II II II I • I 1710 18 9 19 NAILED NAILED NAILED =3x4 3x4= 1.5x4 I I 3x4= = 7 NAILED NAILED NAILED 4-2-14 7-7-3 11-3-0 4-2-14 I 3-4-5 i 3-7-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.03 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.06 10 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.25 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:57 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 2=651/0-4-9,8=647/Mechanical Max Horz 2=151(LC 7) Max Uplift 2=-183(LC 8),8=-115(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1232/172,3-4=-800/150 BOT CHORD 2-10=-210/1155,9-10=-210/1155,8-9=-163/742 WEBS 3-9=-454/62,4-9=0/381,4-8=-865/167 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=183,8=115. 6)°NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe-nails per NDS guidelines. 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-60,5-6=-20,7-11=-20 Concentrated Loads(Ib) Vert:15=-25(F=-12,B=-12)16=-143(F=-72,B=-72)17=-1(F=-0,B=-0)18=-37(F=-18,B=-18)19=-88(F=-44,B=-44) Thomas A.Albani PE No.39330 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2019 � I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.IllV3/2015 BEFORE USE. Design valid for use only with MITek®connectors,This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSVIPil Qualify Criteria.DS11-9 and SCSI Bolding Component 6904 Parke East Blvd. Safety Mormallonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton T17858993 190802-01 KM G01 Common Girder 1 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Wed Aug 14 09:16:24 2019 Page 1 I D:rtxQJyj ROcplbDAm W jfAfEyrvzk-nS5a?d?dfko9C3DLV Pr3YHav2g49KxfPpcSS6tynzt5 2-3-8 4-7-0 2-3-8 i 2-3-8 4x4= Scale=1:9.9 2 5.00 NY r1 3 1 4 NAILED 12 2x4 I I 3x4= 11 NAILED 3x4= 2-3-8 4-7-0 NAILED 2-3-8 2-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 4 >999 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.07 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=509/0-3-8,3=509/0-3-8 Max Horz 1=20(LC 24) Max Uplift 1=-87(LC 8),3=-87(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-545/106,2-3=-545/106 BOT CHORD 1-4=-73/490,3-4=-73/490 WEBS 2-4=43/305 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=5.0psf;BCDL=5.0psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 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 20.0psf 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. 6)"NAILED"indicates 3-10d Nails(0.148"x 3") toe-nails per NDS guidelines. 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,5-8=-20 Concentrated Loads(Ib) Vert:4=-213(B)11=-219(B)12=-219(B) Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10V3/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSIMII Quality Criteria.05149 and SCSI Building Cotnponant 6904 Parke East Blvd. Safety Ydolmalionovailoble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply I Joe Holton 1 117858994 190802-01 KM GE01 Common Supported Gable 1 1 , ;Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Wed Aug 14 09:16:24 2019 Page 1 I D:rtxOJyj ROcplbDAm W jfAfEyrvzk-nS5a?d?dfko9C3DLV Pr3YHat W g5aKy8PpcSS6tynz15 -1-4-0 10-0-0 _ 19-11-8 ----I1-4-0 I 10-0-0 9-11-8 Scale=1:37.6 4x5 H 7 5.00 12 6 r 8 21 22 ■ ■ 9 5 s e 3x4 4 • � 10 3x4 3x4 3 11 23 3x4 J 20 s V 12 0.00.4•00041 2 W S E B a �8 B _ lY 4x8 I I 19 18 17 16 15 14 13 4x8 I I 3x4= 3x4 = 5x5 = 19-11-8 19-11-8 Plate Offsets(X,Y)-- [2:0-3-8,Edgej,[2:0-3-13,Edge],[7:0-2-14,Edgej,[12:0-3-13,Edge],[12:0-3-8,Edqe],[18:0-2-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 ' Rep Stress lncr NO WB 0.04 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code FBC2017TTP12014 Matrix-S Weight:95 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 19-11-8. (Ib)- Max Horz 2=91(LC 11) Max Uplift All uplift 100 lb or less at joint(s)2,12,17,18,19,15,14,13 Max Gray All reactions 250 lb or less at joint(s)2,12,16,17,18,15,14 except 19=269(LC 21),13=287(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)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=5.0psf;BCDL=5.0psf;h=15ft;B=45ft;L=24ft;eave=2ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-4-0 to 1-8-0,Exterior(2)1-8-0 to 10-0-0,Comer(3)10-0-0 to 13-0-0,Exterior(2)13-0-0 to 19-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.0psf 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 lb uplift at joint(s)2,12,17,18,19, 15,14,13. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)12. Thomas A.Albani PE No.39360 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2019 8 iii_ A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. is- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not I a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSVIPIl Quality CrIt•Aa,DS6-19 and SCSI IlufldY g Component 6904 Parke East Blvd. Saf•Iy Informationavailable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton T17858995 190802-01KM GE02 Common Supported Gable 1 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Wed Aug 14 09:16:25 2019 Page 1 I D:rtxQJyj ROcplbDAm W jfAfEyrvzk-FffyCzOFQ2xOgDoX37MI4U72mE RD3PGZ2G B?eKynzt4 5-5-8 10-11-8 12-3-8 5-5-8 5-6-0 1-4-0 Scale=1:21.0 4x5 I I 4 5.0011 5x4 I I 5 3 I 1.5x4 II 3x4 12 6 3.4 2 ` 13 001-411 11, 1 7• r r Y •:,:❖:..,:❖:❖:❖:•:•:•:•:•:•:•:❖:❖:•:.:❖:❖:•:•:•:•:•:•:.:•:.:❖:❖:❖:❖:❖:........❖:❖:...:.:•:.:•:.:.:.:.:.:.:.:•:•:.:.:❖:❖:..•:.. ❖:❖:❖:ill B Io 3x4 = 4x8 I 1.5x4 11' 1.5x4 110 1.5x4 9 4x8 3x4 = 10-11-8 10-11-8 I Plate Offsets(X,Y)-- [1:0-3-8,Edge],[1:0-3-13,Edge],[4:0-2-14,Edge],[7:0-3-13,Edge],[7:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.00 8 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 8 n/r 120 BCLL 0.0 • Rep Stress Incr NO WB 0.05 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:47 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 10-11-8. (Ib)- Max Horz 1=-52(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,7,11,9 Max Gray All reactions 250 lb or less at joint(s)1,7,10,9 except 11=269(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-11=-197/261 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=5.0psf;BCDL=5.0psf;h=15ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 5-5-8,Comer(3)5-5-8 to 8-5-8,Exterior(2)8-5-8 to 12-3-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf 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. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,7,11,9. Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2019 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10A3/2015 BEFORE USE. Design valid for use only with MiTek®connectors,This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek • is always required for stability and to prevent collapse with possible personal injury and property damage. Far generol guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSVIPl1 Quality Criteria,03649 and SCSI SuMdi g Component 6904 Parke East Blvd. Safety Infemiafbnovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Jbb Truss Truss Type Qty Ply Joe Holton T17858996 190802-01 KM GE03 Common Supported Gable 1 1 Job Reference(optional) Coatsal Truss,Patterson,Ga 31570 8.310 s Jul 27 2019 MiTek Industries,Inc. Wed Aug 14 15:58:54 2019 Page 1 I D:rtxQJyj R Ocpl b DAm W jfAf Eyrvzk-u025S i 9R404X 18?54Qsu R6hi EfnwE 4eBHn RsNmynus? -1-4-0 2-7-12 5-3-8 6-7-8 1-4-0 2-7-12 2-7-12 1-4-0 Scale=1:15.4 4x4= 5.00 I12 2x4 II 4 5 3 9 2 , �1� 8 10 7 1 • �� ii iiiiiki ee7i+0.. a iT pie:Wee eeee•♦♦♦•♦•��A��ee��•A 8 4x8= 1.5x4 N 2x4 H 4x8= 5-3-8 5-3-8 Plate Offsets(X,V)— [2:0-1-1,0-7-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 7 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 7 n/r 120 BCLL 0.0 * Rep Stress lncr NO WB 0.03 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 2=185/5-3-8,6=185/5-3-8,8=213/5-3-8 Max Horz 2=-28(LC 10) Max Uplift 2=-104(LC 12),6=-104(LC 12) Max Gray 2=190(LC 21),6=190(LC 22),8=213(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)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=5.0psf;BCDL=5.0psf;h=15ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-4-0 to 1-8-0,Exterior(2)1-8-0 to 2-7-12,Comer(3)2-7-12 to 5-7-12,Exterior(2)5-7-12 to 6-7-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0psf 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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 104 lb uplift at joint 2 and 104 lb uplift at joint 6. LOAD CASE(S) Standard Thomas A.Alban'PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2019 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVWIl Quality Cremdo,DSII-119 and SCSI Bolding Component 6904 Parke East Blvd. Safely Informatonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton T17858997 190802-01KM H01 Hip Girder 1 n L Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Wed Aug 14 09:16:29 2019 Page 1 ID:rtxQJyj ROcplbDAmWjfAf Eyrvzk-8QuT2K3ITHR RIg51I zREFKHb4rcy?908zt9Dn5ynztO 1-4.0 4.6-5 8-0-0 12-9-14 17-6-0 22-2-2 27-0-0 30-5-11 35-0-0 36-4-0� 1 1-4-0 I 4-6-5 I 3.5.11 I 4-9-14 4-8-2 I 4-8-2 I 4-9-14 I 3-5-11 4-6-5 11-4-0 Scale=1:61.4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5x8= 1.5x4 I I 3x8= 3x4= 1.5x4 II 5x8= NAILED NAILED NAILED 5.001-1-2- 4 67 5 29 30 6 3 7 3 8 31,34 9 3x4 L. Tr $ h1 I L7 u" for i * R'! 3x4 3 10 d ao 11 d1 2 i I 'I n n n 14 IL n LA n n I"I 9 , t2I 21 20 36 37 19 38 18 17 16 39 15 40 41 14 13 �l 3x6 2x4 II 3x4= NAILED 4x8 6x6= 2x4 II 6x6= NAILED4x8= NAILED 3x4= 2x4 II 3x8 Th LTHJA26 NAILED NAILED NAILED NAILED NAILED LTHJA26 NAILED 4-6-5 8-0-0 12-9-14 17-6-0 22-2-2 27-0-0 30-5-11 35-0-0 I 4-6-5 3-5-11 4-9-14 I 4-8-2 I 4-8-2 I 4-9-14 I 3-5-11 4-6-5 Plate Offsets(X,V)-- [2:0-3-1,0-1-8],[4:0-5-12,0-2-8],[9:0-5-12,0-2-8],[11:0-3-1,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 1 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.34 17 >999 240 MT20 244/190 TCDL 10.0 1 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.68 17 >617 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.29 Horz(CT) 0.16 11 n/a n/a BCDL 10.0 I Code FBC2017/TPI2014 Matrix-MS Weight:418 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins,except 4-7,7-9:2x4 SP No.1 2-0-0 oc pudins(3-8-8 max.):4-9. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=3368/0-3-8,11=3368/0-3-8 Max Horz 2=93(LC 24) Max Uplift 2=-707(LC 8),11=-707(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-8086/1585,3-4=-7863/1573,4-5=-9371/1892,5-6=-9371/1892,6-8=-9371/1892, 8-9=-9371/1892,9-10=-7863/1573,10-11=-8086/1585 BOT CHORD 2-21=-1386/7436,20-21=-1386/7436,19-20=-1329/7280,17-19=-1893/10130, 15-17=-1893/10130,14-15=-1329/7280,13-14=-1386/7436,11-13=-1386/7436 WEBS 3-20=-397/201,4-20=-103/1087,4-19=-501/2593,5-19=-689/313,6-19=-980/184, 6-17=0/501,6-15=-980/184,8-15=-689/313,9-15=-501/2593,9-14=-103/1087, 10-14=-397/201 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 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=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=35ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf 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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=707,11=707. Thomas A.Albani PE No.39380 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MiTek USA,Inc,FL Cert 8634 10) Use Simpson Strong-Tie LTHJA26(LTHJA26 on 2 ply,Right Hand Hip)or equivalent at 8-0-6 from the left end to connect truss(es) 6904 Parke East Blvd.Tampa FL 33610 to back face of bottom chord. 11) Use Simpson Strong-Tie LTHJA26(LTHJA26 on 2 ply,Left Hand Hip)or equivalent at 26-11-10 from the left end to connect Date. truss(es)to back face of bottom chord. August 14,2019 121 Fill all nail holes where hanger is in contact with lumber. 11 L.01,rerueu ui r pdye c A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see/MS/Tell Quality Creme',DSS-$9 and SCSI Building Component 6904 Parke East Blvd. Safely Infonnatioravailoble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton T17858997 190802-01KM H01 Hip Girder 1 A G Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Wed Aug 14 09:16:29 2019 Page 2 ID:rtxoJyjROcplbDAmWjfAfEyrvzk-8OuT2K3ITHRRIg51IzREFKHb4rcy?9O8zt9Dn5ynztO NOTES- 13) "NAILED"indicates 3-10d Nails(0.148"x 3") toe-nails per NDS guidelines. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-9=-60,9-12=-60,2-11=-20 Concentrated Loads(Ib) Vert:4=-156(B)9=-156(B)18=-75(B)20=-694(B)17=-75(B)6=-156(B)14=-694(B)16=-75(B)26=-156(B)27=-156(B)29=-156(B)30=-156(B)31=-156(B) 32=-156(8)34=-156(B)35=-156(B)36=-75(B)37=-75(B)38=-75(B)39=75(B)40=-75(B)41=-75(B) V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTeker connectors.This design is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSVTPI1 Quality Cando.D3$-69 and KAI Building Cornponant 6904 Parke East Blvd. Safely lnfotmallonavailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton T17858998 190802-01 KM H02 Hip 2 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Wed Aug 14 09:16:30 2019 Page 1 ID:r xoJyjROcplbDAmWjfAfEyrvzk-ccSrFg4OEaZIw_gUsgyTnYgr9F?EkZVIBXvmKXynzt? -1-4-0 5-3-14 10-0-0 15-0-0 17-6-0 20-0-0 25-0-0 29-8-2 35-0-0 36.4-0 I14.0I 5-3-14 I 4-8-2 { 5-0-0 I 2-6-0 I 2-6-0 I 5-0-0 I 4-8-2 1 5-3-14 1 1-4-0 Scale=1:61.4 4x5= 3x4= 3x8= 4x5= 5.00 12 4 6a gl 5 tsa ca JR)6 fa rsa 7 ® e 3x4 i 3x43 BcO 25 :111141411 :3 28 v 9 01 2 1u ;, 1014 18 17 16 15 14 13 12 11 3x5 1.5x4 ll 3x8= 4x4= 4x4= 3x8= 1.5x4 I I 3x5= 3x4= 1.5x4 II 5-3-14 10-0-0I 15-0-0 I 17-6-0 I 20-0-0 I 25-0-0 I 29-8-2 I 35-0-0 5-3-14 4-8-2 5-0-0 2-6-0 2-6-0 5-0-0 4-8-2 5-3-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.23 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.47 14-15 >890 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.49 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:182 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(3-3-9 max.):4-7. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 2=1480/0-3-8,9=1480/0-3-8 Max Horz 2=-113(LC 10) Max Uplift 2=-328(LC 12),9=-328(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3111/897,3-4=-2638/802,4-5=-24081785,5-6=-2871/896,6-7=-2408/785, 7-8=-2638/802,8-9=-3110/897 BOT CHORD 2-18=-748/2825,17-18=-748/2825,15-17=-695/2871,14-15=-697/2871,12-14=-697/2871, 11-12=-761/2825,9-11=-761/2825 WEBS 4-17=-142/714,7-12=-142/714,3-17=-498/198,8-12=-499/198,5-17=-708/198, 6-12=-707/199 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=15ft;B=45ft;L=35ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 2-2-0,Interior(1)2-2-0 to 10-0-0,Exterior(2)10-0-0 to 15-0-0,Interior(1)15-0-0 to 25-0-0,Exterior(2)25-0-0 to 29-8-2,Interior(1)29-8-2 to 36-4-0 zone;cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=328,9=328. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A.Albani PE No.39390 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2019 IMIIIIII Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. NE- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Malek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems,seeANSVtpll Quality Criteria.05549 and SCSI Building Component 6904 Parke East Blvd. Safety Monnallonovailoble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton T17858999 190802-01KM H03 Hip 2 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Wed Aug 14 09:16:31 2019 Page 1 ID:rtxQJyjROcplbDAmWjfAfEyrvzk-4p0DT050?uh9Y8FhPOTiKIM?SfJcTOSROBeJszynzt_ -1-4-0 6-3-14 12-0-0 17-6-0 23-0-0 28-8-2 35-0-0 36-4-0 11_4-01 6-3-14 I 5-8-2 i 5-6-0 1 5-6-0 I 5-8-2 i 6-3-14 114-01 Scale.1:61.4 4x8= 1.5x4 11 4x8= 4 ?51, tm 26c1,27 5, 5g8 6 5.005T 11311 .8 RL2' 3x44 3 24 7 e N 3 30 2 8 1 $ fol K� lml U $ 9 Iv 0 16 15 14 13 12 11 10 0 3x5= 1.5x4 I I 3x4= 3x4= 3x8= 3x4= 3x4= 1.5x4 11 3x5= 6-3.14I 12-0-0 17-6-0 1 23-0-0 I 28-8-2 35-0-0 6-3-14 5-8-2 5-6-0 5-6-0 5-8-2 6-3-14 Plate Offsets(X,V)-- [4:0-5-4,0-2-0],[6:0-5-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.20 13 >999 240 MT20 244/190 TCDL 10.0 I Lumber DOL 1.25 BC 0.79 Vert(CT) -0.40 11-13 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.45 Horz(CT) 0.14 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:179 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(3-5-11 max.):4-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 2=1480/0-3-8,8=1480/0-3-8 Max Horz 2=132(LC 11) Max Uplift 2=-328(LC 12),8=-328(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3066/875,3-4=-2455/757,4-5=-2456/802,5-6=-2456/802,6-7=-2455/757, 7-8=-3066/875 BOT CHORD 2-16=-721/2777,15-16=-721/2777,13-15=-504/2211,11-13=-516/2211,10-11=-732/2777, 8-10=-732/2777 WEBS 3-15=-644/240,4-15=-46/426,4-13=-126/463,5-13=-357/189,6-13=-126/463, 6-11=-46/426,7-11=-645/240 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=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=35ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 2-2-0,Interior(1)2-2-0 to 12-0-0,Exterior(2)12-0-0 to 16-11-6,Interior(1)16-11-6 to 23-0-0,Exterior(2)23-0-0 to 27-11-6,Interior(1)27-11-6 to 36-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=328,8=328. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A.Albani PE No.39360 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2019 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.1003/2015 BEFORE USE. • Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing e1 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/MI/Mil GualSy Criteria,DS3-$9 and SCSI Bolding Component 6904 Parke East Blvd. Safety Monnalonavailable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton T17859000 190802-01 KM H04 Hip 2 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Wed Aug 14 09:16:32 2019 Page 1 ID:rtxaJyjROcplbDAmWjfAfEyrvzk-Y?acgM5emCp09Hgtz5_xtzv8E3ej CPobfrOtNQynzsz 1.4.0 7-3-14 14-0-0 17-6-0 21-0-0 27-8-2 35-0-0 36-4-0 11-4-0 1 7-3-14 1 6-8-2 I 3-6-0 3-6-0 1 6-8-2 i 7-3-14 11-4-0 Scale=1:62.4 5.00 FT 4x6= _ 3x4= 4x6— 5 44 Ai 2,13 7 e: S 3x4 3x4 3x4 4 23 3 ts 268 3x4 a4 9 N t0 22 27 10 d1 2 _�, .. 1110 15 14 28 29 13 12 1.5x4 II 5x8= 5x8= 1.5x4 II 3x5= 3x5= 7-3-14 14-0-0 21-0-0 27-8-2 35-0-0 7-3-14 6-8-2 I 7-0-0 6-8-2 7-3-14 Plate Offsets(X,Y)-- [13:0-2-12,0-3-0],[14:0-2-12,0-3-0] 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.20 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.42 13-14 >999 180 BCLL 0.0 ' Rep Stress Incl NO WB 0.75 Horz(CT) 0.14 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:178 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(3-11-14 max.):5-7. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 2=1480/0-3-8,10=1480/0-3-8 Max Horz 2=152(LC 11) Max Uplift 2=-328(LC 12),10=-328(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2998/842,3-5=-2279/706,5-6=-2023/706,6-7=-2023/706,7-9=-2278/706, 9-10=-2998/842 BOT CHORD 2-15=-682/2722,14-15=-682/2722,13-14=-453/2070,12-13=-694/2722,10-12=-694/2722 WEBS 3-15=0/285,3-14=-775/275,5-14=-99/538,7-13=-99/538,9-13=-775/275,9-12=0/285 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=5.0psf;BCDL=5.0psf;h=15ft;B=45ft;L=35ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 2-2-0,Interior(1)2-2-0 to 14-0-0,Exterior(2)14-0-0 to 18-11-6,Interior(1)18-11-6 to 21-0-0,Exterior(2)21-0-0 to 25-11-6,Interior(1)25-11-6 to 36-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 2=328,10=328. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A.Albani PE No.393130 MiTek USA,Inc.FL Cert 8634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2019 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03@015 BEFORE USE. Design valid for use only with Wake connectors.This design is based only upon parameters shown,and is for an individual building component,notle. , a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent brocing MiTek. is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN31/IPI1 Quality Cdteda,DSS-$9 and SCSI Sinding Component 6904 Parke East Blvd. i Safety tnfaimalbmvailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314 Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton T17859001 190802-01KM H05 Hip 2 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Wed Aug 14 09:16:33 2019 Page 1 I D:rtxoJyj ROcplbDAmW jfAfEyrvzk-0 B8_ui 6G XV xtn R P3XoV APASG O SzXxzOk uV7Qvsynzsy -1-4-0 8-3-14 16-0-0 19-0-0 26-8-2 35-0-0 36-4-0 11-4-0 i 8-3-14 I 7-8-2 l 3-0-0 I 7-8-2 8-3-14 1-4-0 Scale=1:62.4 5.00 FIT 4x8= 4x6= 5 6 tsa rytti x4 3x4 3x4 4 24 257 3x4 �� rj 8 _ 0 n 23 26 2 9 Ai i .. igm P. 1f 10ja d 16 15 14 13 12 11 - o 3x5= 1.5x4 I I 4x4= 3x4= 3x8= 4x4= 1.5x4 I I 3x5= 8-3-14 16-0-0 19-0-0 26-8-2 35-0-0 8-3-14 I 7-8-2 3-0-0 i 7-8-2 8-3-14 Plate Offsets(X,Y)-- [5:0-5-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.18 14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.41 14-16 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.32 Horz(CT) 0.14 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:176 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(4-0-15 max.):5-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-14,8-13 REACTIONS. (lb/size) 2=1480/0-3-8,9=1480/0-3-8 Max Horz 2=172(LC 11) Max Uplift 2=-328(LC 12),9=-328(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2942/783,3-5=-2075/631,5-6=-1833/643,6-8=-2076/631,8-9=-2941/783 BOT CHORD 2-16=-619/2665,14-16=-619/2665,13-14=-340/1831,11-13=-631/2665,9-11=-631/2665 WEBS 3-16=0/350,3-14=-930/308,5-14=-75/478,6-13=-108/479,8-13=-928/308,8-11=0/349 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=5.0psf;BCDL=5.0psf;h=15ft;B=45ft;L=35ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 2-2-0,Interior(1)2-2-0 to 16-0-0,Exterior(2)16-0-0 to 23-11-6,Interior(1)23-11-6 to 36-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=328,9=328. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2019 M 1 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.1003/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not111111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIPIl Qualify Criteria,DS6a9 and ICSI Bolding Component 6904 Parke East Blvd. Safely Inlomratlonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty •Ply Joe Holton T17859002 190802-01KM J01 Jack-Open 11 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Wed Aug 14 09:16:34 2019 Page 1 ID:rtxaJyjROcplbDAmWjfAfEyrvzk-VOiM527ulp3kPb_G5W 1 PyO_00sMJgUBt69t_Slynzsx -1-4-0 8-0-0 1-4-0 8-0-0 Scale=1:21.0 3 11 5.00 TIT 9 rh 8 2 � ;I 1 ►1 3x4= 4 8-0-0 8-0-0 Plate Offsets(X,Y)-- [2:0-0-10,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.16 4-7 >611 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.35 4-7 >269 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=216/Mechanical,2=404/0-3-8,4=95/Mechanical Max Horz 2=147(LC 12) Max Uplift 3=-99(LC 12),2=-101(LC 12) Max Gray 3=216(LC 1),2=404(LC 1),4=141(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 7-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=101. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2019 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.14/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN31/IPII Quality Criteria,13311419 and SCSI Belding Component 6904 Parke East Blvd. Safety Infolma#aiKvoilable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Jdb Truss Truss Type Qty Ply Joe Holton T17859003 190802-01KM J02 Jack-Open 4 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Wed Aug 14 09:16:35 2019 Page 1 ID:rtxQJyjROcplbDAmWjfAfEyrvzk-zaFkJ08W37BbOIZSeDYeUbX10GtPPwR1 LpcX_kynzsw -1-4-0 2-0-0 1-4-0 2-0-0 Scale=1:8.8 8 3 5.00 riy 7 2 / d Ll I „ I„ t � 1 4 2x4= 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=37/Mechanical,2=186/0-3-8,4=16/Mechanical Max Horz 2=59(LC 12) Max Uplift 3=-11(LC 12),2=-91(LC 12) Max Gray 3=37(LC 1),2=186(LC 1),4=31(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 1-11-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)-This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. Thomas A.Albani PE No.39390 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/73/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI1 Qualify CMeda,DS649 and SCSI Building Component 6904 Parke East Blvd. Safely Infonnationavalloble from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandria,VA 22314 Tampa,FL 33610 Jdb Truss Truss Type Qty Ply Joe Holton T17859004 190802-01KM J03 Jack-Open 4 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Wed Aug 14 09:16:35 2019 Page 1 ID:rtxoJyjROcpl bDAm W jfAfEyrvzk-zaFkJO8 W 37BbOIZSeDYeUbX19GrYP W R 1 LpcX_kynzsw -1-4-0 4-0-0 1-4-0 4-0-0 Scale=1:13.0 3T 11 5.00 12 9 d o N 2 8 1 4 • 2x4= 4-0-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 4-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=97/Mechanical,2=251/0-3-8,4=47/Mechanical Max Horz 2=88(LC 12) Max Uplift 3=-42(LC 12),2=-88(LC 12) Max Gray 3=97(LC 1),2=251(LC 1),4=69(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 3-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 8904 Parke East Blvd.Tampa FL 33610 Date: August 14,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1%k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAN3l/IPI1 Quality CM•rla,D3B-89 and SCSI Sinding Component 6904 Parke East Blvd. 3afMy Informationavoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton T17859005 190802-01KM J04 Jack-Open 4 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Wed Aug 14 09:16:36 2019 Page 1 I D:rtxaJyj ROcplbDAm W jfAfEyrvzk-Rmp6 W k88gQJSev8eCx3t1 p4r9g768NhAaTM4W Bynzsv -1-4-0 6-0-0 1-4-0 6-0-0 Scale=1:17.2 3 '� 5.00 12 d_ O^ N B N 2 1 4 3x4= 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.11 4-7 >639 180 BCLL 0.0 * Rep Stress[nor NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=156/Mechanical,2=326/0-3-8,4=72/Mechanical Max Horz 2=118(LC 12) Max Uplift 3=-70(LC 12),2=-94(LC 12) Max Gray 3=156(LC 1),2=326(LC 1),4=106(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 5-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Thomas A.Albani PE No.39330 Mitek LISA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MWWEK REFERANCE PAGE Me-7473 rev.1N032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVIP11 Quality CAtdda,D5849 and SCSI Balding Compondnt 6904 Parke East Blvd. Safely InManatlonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Jab Truss Truss Type Qty Ply Joe Holton T17859006 ,190802-01KM J05 Jack-Open 3 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Wed Aug 14 09:16:36 2019 Page 1 ID:rtxoJyjROcplbDAmWjfAfEyrvzk-Rmp6W k88gQJSev8eCx3t1 p4r1 g778NhAaTM4W Bynzsv 5-10-8 5-10-8 Scale=1:16.9 2 5.00 12 8 • O N 7 II' I 3 ADEQUATE 2x4= SUPPORT REQUIRED 4-1-12 5-10-8 4-1-12 1-8-12 Plate Offsets(X,Y)-- [1:0-0-2,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Doc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.07 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.11 3-6 >611 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 1=232/Mechanical,2=158/Mechanical,3=75/Mechanical Max Horz 1=86(LC 12) Max Uplift 1=-26(LC 12),2=-73(LC 12) Max Gray 1=232(LC 1),2=158(LC 1),3=105(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-9-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 8634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. • Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ek 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/1PI1 Quality Cdleda.DS149 and SCSI Building Component 6904 Parke East Blvd. Safely IMormalionavailable from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 JOb Truss Truss Type Qty Ply Joe Holton T17859007 190802-01KM T01 FINK 3 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Wed Aug 14 09:16:37 2019 Page 1 ID:rtxoJyjROcplbDAmWjfAfEyrvzk-vzNVj39nbkRJG3i rmea6aOc3k4QytpAKo75e2dynzsu -1-4-0 5-3-14 10-0-0 14-8-2 20-0-0 1-4-0 5-3-14 4-8-2 4-8-2 5-3-14 Scale=1:34.2 4x4= 4 5,00 FE17 18\Lip 1.5x4\\ 1.5x4 3 5 i 19 16 6 2 I+I ]o C 9 8 7 3x4= 3x4 = 3x4= 354= 3x4= 6-10-101 13-1-6 l 20-0-0 6-10-10 6-2-13 6-10-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.06 7-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.14 7-15 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.11 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:87 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=883/0-3-8,6=797/0-3-8 Max Horz 2=98(LC 11) Max Uplift 2=-215(LC 12),6=-152(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1573/426,3-4=-1403/401,4-5=-1415/421,5-6=-1587/444 BOT CHORD 2-9=-343/1424,7-9=-182/958,6-7=-346/1439 WEBS 3-9=-316/175,4-9=-94/488,4-7=-103/504,5-7=-325/177 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=5.0psf;BCDL=5.0psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 10-0-0,Exterior(2)10-0-0 to 13-0-0,Interior(1)13-0-0 to 20-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=215,6=152. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2019 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M(TEK REFERANCE PAGE MN-7473 rev.16'09/2015 BEFORE USE. • Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Qualify Crlleria,DS149 and SCSI Bolding Component 6904 Parke East Blvd. Safely YNoanalbrlavailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Jdb Truss Truss Type Qty Ply Joe Holton T17859008 190802-01 KM T02 Common 3 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Wed Aug 14 09:16:38 2019 Page 1 ID:rtxQJyjROcplbDAmWjfAfEyrvzk-N9xtxPAPM2ZAtCH1 KM5L6E9D4TpycHKT1 nrBb3ynzst 5-6-0 11-0-0 12-4-0 5-6-0 5-6-0 1-4-0 Scale=1:20.3 4x4= 2 5.00 I12 13 14 12 15 • 1 3 5 3 1.5x4 II x4_ 3x4= 5-6-0 11-0-0 I 5-6-0 I 5-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.03 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.06 5-8 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.06 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC20/7/TPI2014 Matrix-AS Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=435/0-3-8,3=525/0-3-8 Max Horz 1=-59(LC 10) Max Uplift 1=-80(LC 12),3=-148(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-688/271,2-3=-701/258 BOT CHORD 1-5=-158/602,3-5=-158/602 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=5.0psf;BCDL=5.0psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-6-0,Exterior(2)5-6-0 to 8-6-0,Interior(1)8-6-0 to 12-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf 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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 3=148. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Thomas A.Albani PE No.39380 Mitek USA,Inc.FL Cert6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/I.7473 rev.10N3/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for on individual building component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSVTPI1 Quality Ci tech,DS6-$9 and ICSI Molding Component 6904 Parke East Blvd. Safety mformatlonovailable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Ory Ply Joe Holton T17859009 190802-01 KM T03 Common 1 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Wed Aug 14 09:16:38 2019 Page 1 ID:rtxoJyjROcplbDAmWjfAfEyrvzk-N9xtxPAPM2ZAtCH1 KM5L6E9GITtJcHpT1 nrBb3ynzst -1-4-0 2-7-12 5-3-8 6-7-8 1-4-0 2-7-12 I 2-7-12 1-4-0 Scale=1:15.0 4x4= 3 5.00 12 15 14 4 2 18 13 — I� 5 11 1 6 Nijr 1.5x4 II 2x4= 2x4= 2-7-12 I 5-3-8 2-7-12 2-7-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 6 >999 180 BCLL 0.0 " Rep Stress Incr NO WB 0.02 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=292/0-3-8,4=292/0-3-8 Max Horz 2=-35(LC 10) Max Uplift 2=-100(LC 12),4=-100(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-252/115,3-4=-252/115 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-7-12,Exterior(2)2-7-12 to 5-7-12,Interior(1)5-7-12 to 6-7-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Thomas A.Albani PE No.39380 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/tPIl Quality Criteria,DU419 and ICSI Building Component 6904 Parke East Blvd. Safely trdonaelbnovailable from Truss Rate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Ory Ply Joe Holton T17859010 190802-01KM T04 Roof Special Girder 1 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Wed Aug 14 09:16:40 2019 Page 1 ID:rtxQJyjROcplbDAmWjfAfEyrvzk-JX3dM5Cfufqu7W RPRn7pBfETCHVA41 VmV5Klfyynzsr -1-4-0 5-6-5 10-0-0 14-0-0 19-0-0 24-0-0 29-0-0 31-5-11 35-0-0 36.4.0 1 11-4-0 1 5-6-5 { 4-5-11 1 4-0-0 I 5-0-0 1 5-0-0 1 5-0-0 2-5-11 i 3-6-5 i1-4-0 Scale=1:62.4 454= 500 12 4 NAILED NAILED 3x8= 454= 3x4 4x8 3x4= 5 NAILED 7 6a W 6a tea 3x4 as IRI 6� .....iiimit 28 27 28 i SL. 1 ill HI ii ,LahhhiliiHNA 0 13 12 3x4 = 2x4 II 3x8= 2x4 II 4x6= 3x4= NAILED 2x4 II 3x8= 2x4 11 3x4= 3x4= 4x6= NAILED NAILED 5-6-5 10-0-0 14-0-0 16-11-2 19-10-4 24-0-0 29-0-0 31-5-11 35-0-0 5-6-5 i 4-5-11 i 4-0-0 i 2-11-2 i 2-11-2 1 4-1-12 i 5-0-0 { 2-5-11 I 3-6-5 i Plate Offsets(X,V)-- [2:0-2-9,Edge],[5:0-5-4,0-2-01,[10:0-2-5,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.03 21 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.07 21-23 >999 180 BCLL 0.0 ' Rep Stress lncr NO WB 0.65 Horz(CT) 0.02 10 r1/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Weight:205 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-13 oc purlins, BOT CHORD 2x6 SP No.2 except WEBS 2x4 SP No.2 2-0-0 oc purlins(6-0-0 max.):5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:15-17. REACTIONS. (lb/size) 2=719/0-3-8,15=2139/0-3-8,10=559/0-3-8 Max Horz 2=-112(LC 23) Max Uplift 2=-202(LC 25),15=-400(LC 8),10=-157(LC 8) Max Gray 2=719(LC 1),15=2139(LC 1),10=587(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1206/277,3-4=-694/219,4-5=-681/220,5-6=-20/300,6-7=-171/1162, 7-8=-648/149,8-9=-725/147,9-10=-952/165 BOT CHORD 2-21=-171/1103,20-21=-171/1103,19-20=-114/511,17-19=-111/515,15-17=-822/200, 14-15=-159/353,13-14=-159/353,12-13=-85/861,10-12=-85/861 WEBS 3-20=-551/140,4-20=-63/286,5-17=-978/191,6-17=-154/811,6-15=-1128/301, 7-15=-1608/320,7-14=0/257,7-13=-223/541,9-13=-258/62 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=5.0psf;BCDL=5.0psf;h=15ft;B=45ft;L=35ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=202,15=400,10=157. 7)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)"NAILED"indicates 3-10d Nails(0.148"x 3") toe-nails per NDS guidelines. 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Thomas A.Albani PE No.39380 Uniform Loads(plf) MiTek USA,Inc.FL Cart 6634 Vert:1-4=-60,4-5=-60,5-8=-60,8-11=-60,2-10=-20 Concentrated Loads(lb) 6904 Parke East Blvd.Tampa FL 33610 Vert:15=-55(F)14=-55(F)7=-98(F)26=-98(F)28=-98(F)30=-55(F) Date: August 14,2019 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M8-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an individual building component,notle. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/IP11 Quality Criteria,DSS49 and SCSI Balding Componanf 6904 Parke East Blvd. Safely Mormafanovailable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton T17859011 190802-01KM T05 Roof Special 1 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Wed Aug 14 09:16:41 2019 Page 1 ID:rtxOJyj ROcplbDAm W jfAfEyrvzk-okd?ZRCHfzykkg0c?Uf2ksnczhn8pYxvjl3rCOynzsq -1-4-0 5-3-14 10-0-0 12-0-0 19-6-0 19-114 27-0-0 35-0-0 4-0 11-4-0 1 5-3-14 I 4-8-2 I 2-0-0 I 7-6-0 014-14 7-1-12 I 8-0-0 1-4-0 Scale=1:62.4 4x4= 7x10 MT2OHS= 5.00 12 4 5x5= 3x5= 5 6 1.5x4 \\ 23 MI CM 1:¢1 ER1 ERI 6213 24 25 26 I 27 28 2 6 0 15 14 It 13 12 11 10 3m= 4x6= 3x4= 3x4= 1.5x4 II 354= 3x4 = 3x4=- 6-3-14I 6-3-14I 12-0-0 j 19-10-4 I 27-0-0 35-0-0 6-3-14 5-8-2 7-10-4 7-1-12 8-0-0 Plate Offsets(X,Y)-- [7:0-7-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.10 10-21 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.24 10-21 >746 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.45 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:166 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(5-7-14 max.):5-7. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-12 REACTIONS. (lb/size) 2=755/0-3-8,12=1675/0-3-8,8=530/0-3-8 Max Horz 2=-112(LC 10) Max Uplift 2=-194(LC 12),12=-310(LC 12),8=-153(LC 12) Max Gray 2=755(LC 1),12=1675(LC 1),8=558(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1259/369,3-4=-1147/378,4-5=-857/341,5-6=-723/279,6-7=-64/585, 7-8=-555/168 BOT CHORD 2-15=-254/1134,14-15=-78/649,12-14=-585/240,10-12=-53/467,8-10=-55/458 WEBS 3-15=-308/181,4-15=-147/539,4-14=-101/314,5-14=-640/299,7-10=0/320, 6-12=-1065/405,7-12=-1090/308,6-14=-368/1429 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vul1=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=15ft;B=45ft;L=35ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 2-2-0,Interior(1)2-2-0 to 10-0-0,Exterior(2)10-0-0 to 12-0-0,Interior(1)12-0-0 to 27-0-0,Exterior(2)27-0-0 to 30-6-0,Interior(1)30-6-0 to 36-4-0 zone;cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) *This truss has been designed for a live load of 20.0psf 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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=194,12=310,8=153. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2019 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE. mil. r Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSUTPI1 Gualiy Criteria,D5549 and ICSI Building Component 6904 Parke East Blvd. Safely Wormallorlavailabie from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I Job Truss Truss Type Qty Ply 'Joe Hohon i T17859012 190802-01 KM T07 COMMON 12 1 Job Reference(optional) i Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Wed Aug 14 09:16:42 2019 Page 1 lD:rtxQJyjROcplbDAm WjfAf Eyrvzk-GwBOnnDvQG4bMgboZBAHG4KsL51 TYx63yPpPkgynzsp 1-4-0 6-3-3 11-10-10 17-6-0 23-1-6 28-8-13 35-0-0 36 4-0 11-4-0 I 6-3-3 I 5-7-6 I 5-7-6 I 5-7-6 5-7-6 I 6-3-3 l 1-4-0 Scale=1:60.4 4x4= 5.00 NY 6 3x4 24 ri 25 3x4 5 7 3x4 3x4 1,5 .\ 4 0 8 1.5x4 ii 3 23 a 2 10 } .1 u r: 11 Id 16 15 14 13 12 3x4= 3x5= 3x8= 3x5= 354= 3x5= 3x5= 9.0-14i 17-6-0 25-11-2 I 35-0-0 I 9-0-14 8-5-2 8-5-2 9-0-14 Plate Offsets(X,Y)— [2:0-1-14,0-0-8],[10:0-1-14,0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.18 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.39 12-14 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.64 Horz(CT) 0.12 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:172 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1367/0-3-8,10=1367/0-3-8 Max Horz 2=-187(LC 10) Max Uplift 2=-358(LC 12),10=-358(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2788/792,3-5=-2533/724,5-6=-1761/595,6-7=-1761/595,7-9=-2533/724, 9-10=-2788/792 BOT CHORD 2-16=-633/2543,14-16=-458/2050,12-14=-478/2050,10-12=-649/2543 WEBS 6-14=-257/1016,7-14=-653/270,7-12=-53/510,9-12=-350/199,5-14=-653/270, 5-16=-53/510,3-16=-350/199 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=5.0psf;h=15ft;B=45ft;L=35ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 2-2-0,Interior(1)2-2-0 to 17-6-0,Exterior(2)17-6-0 to 21-0-0,Interior(1)21-0-0 to 36-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf 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. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 2=358,10=358. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Thomas A.Albani PE No.39380 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 14,2019 P A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10M3/2015 BEFORE USE. IN Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage.delivery.erection and bracing of trusses and truss systems.seeANSI/TPII Qualls CAI.ea,DS$49 and SCSI Balding Component 6904 Parke East Blvd. . Safely IMomlalbrvavollable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 1 Symbols Numbering System J A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 offsets are indicated. I (Drawings not to scale) Damage or Personal Injury Er= 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. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 0 _1/1 de 2. Truss bracing must be designed by an engineer.For WEBS 4 wide truss acg,individual as se may require spbracing,indior idalternatlateralive TI I cethemeles ilMilit A c O bracing should beinconsidereda . c 14.14111pr U O 3. Never exceed the design loading shown and never 53 stack materials on inadequately braced trusses. 06\11AI 0 4. Provide copies of this truss design to the building C7-8 caa cs-a designer,erection supervisor,property owner and For 4 x 2 orientation, locate 9 p plates 0-1/0 from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 h 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/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at ,r 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. II 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. %ENO reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. IIIIIIIIIIIII,w 18.Use of green or treated lumber may pose unacceptable rmo environmental,health or performance risks.Consult with Industry Standards: ANSI/TPI l: National Design Specification for Metal project engineer before use. 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. aMill is not sufficient. ke • BCSI: BuildingCompoSafet I/ Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ' e ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 OFi O C c It M DIDIOGONIaa"MI MtlA1rAMYARYLY ... MOOD OCOY RIM== - Lr w fr MRl,owit- tr r� \11r pr X19 rr .. • rr �r r1 rr Ng' 1 N"- $ F-_ � � 5 MK MOW war a; MN MYMI _� R ow !r i4 a • 19111 I1 m r n4a a r. f i 4 wiii;1 . e te we f rr w • n � �—s � rear g T : rat g M 6 ream I ( Illa �nyI N Y fra'r D� '�_„ ~ 1. fol 1OA at k _ S DrdYLNIMIYYIMTN Z —+ O I. I Nu r ,s_-- i mu 104 Oil _`�� 4 2 MR I fres BMTOPAT 1. O .R of R rat OgMTN OUR d a rr j r Y d4 BUYAAIGAREAS v �_i_ I Cr, r r rt r .n I ` a 1STMC0111dirMA t,MR (21 [Q tall 41 02 n__ i MIT BMW aR 0 ` , rat r 1i� Dux X1118 O J • DM 1 018 aR JL. r Ac 1 for rr PA R 3�I I canzeDIMn.t{MIQIff I. +N __ l0 rat • 4 �'. I k NOTES: of: aworY a 7�-- y 1 1 1.191101M NAS GRASS ENCLOSURE,SAM I Jl� r��00°I� j j rrI re re� re 1 CAMINO REQUAI®PER RCROOM a i k LPROYIDEIENRMED0U88 Al REQUIRED. ,•--.2-'(, I r � r-,-...--;7,-1 �R t�t 1+V LCONTRACTOR INSTYERFYALL DYENVONS _- COW/11!MM ' -----,,i TOMap! 1 a i>to ATICAaa$ tr PARTY r!!� ctD J M' / I = ii2,: ali�L41r treat 4 rr1 rr t NZ is ,1419.1 A SOMA=NAV W .II WOMB AID ACOPY j RMMaymeu IRMMRIOIMMYDaO ' rrrClOMILIN ltenarYlOCifal exrr I i rat MEM' DRAM INDEX - N R . r ': rr __-re_.._ MIrrYYIr MT WI 477 �- I _ AU IE1 P i s 1r ,—�.1 AU s�cMwt�8201 MN MAIM 1. _µr 1 r� Al; DRA MS M1(T1r.) 1/116 IIr1RMY1a1 r cau lirw(n►.t CODENFORN1TgN ItIIMYAMEM • we f` Rr • MIRYaae MCRWIO 0IA an•MA °i" 10.11-19 I _ e DMRa innate wera 111114Csae As slaves FLOOR PLAN aAllfrAlIMUISIMILOrIMITCCR ,w 1668-L KM Or•rr COMINKIIONMt II OWN= I I A•+ A1.1 • • • • • . • • • • • • • • • • • i 9 • R703.4 FLASHING: • NN• ARMWFDLa ONP4 SITN S TAxiOM RAMS PREVENT ELRE OF WATER r- - I., COPY t sEWaLesP.sxRwWwaAYUIDRroravENrExmrawAlENrroTIE ,)'I� t WKI CATTY ON PENETRATION Of WATER TO THE BUONO STRUCTURAL ,`he, FMK COYroIENTS THE PLASM SHALL EXTEND TO THE SURFACE OP THE r N 4 BE LWKA ALLOTMOONEDOWING LOCATIONS,RIGOUT RASING SNAIL d 1T*6'r EXISTAllEO AT ALL Of HO roLLO/Mq lOCA1MO0'. t.AT THE WRECKS Of CMOS OR OTHER N W ONAV C*4TRUCT0I NRH A21 GAUGE GALVAIDm M GAUGE GALVAMsE0SI DMGALVAIQID FMK OR STUCCO WALLA ETM PROJECTING UPS ON BOTH SDES IINGEN STUCCO e I.14XKIKaEDGE B rXX-ANOLEWALM , f 7RALMO COMM VALLEY LIMNS AND ATTHE ABOVE ALL 152.2808WOW.WOOD*E1K CORNOSAID S[l0. jog ()F' 8511X00 XGA.GLVA/C: 4.WEREETEIORORCHEMOJECIIMWOOD UPARIM J v( (; U CWe2581 RAIN,MiYDSP14 MEI MOA OKVAIQm1r VAN 4.WHERE EXTERIOR PORCHES OFC19*STAI19 ATTACH 70AWALL*ISO* ULWMD A[MIANCE MEM MIRKY OR NCO nun>WY[TRUCT5IL "I'","'�I' M'ro1101M1 Ii--El 1112 DAM Tuts 4.14•LONG MM YI•E rim I AT KL WALL.AID AODDRREPAGICII I AT MATIN MUTTERS FLASHING DETAILS AND SHINGLE INFORMATION SC/1E'.T.1'd VALLEY MOLE INRALIATICIA INSTALL MOLES USING WEAVE MEMTO REACT 112X141 p ASS WANGLE MA NG OVER I E d/'SRERf 1� 3 IR@MAYIENT 1.ERm0111 ARL END/MOLE OINK IT PAD CBIim INSTALL SINGLES OVER OK VENT UK Of VILIFY.SEE YANWACTURERS intim ..---. FLANGE AT HEAD INSTRUCTIONS FOR ADomoNAL NY1A l OPORU11ON 2 CO NOT NEL MM1UI r FROM VALLEY Whim LME. GKVIJQEO METAL ION*TTN ARAE SET IN XLU1IO ROUGHEST*MAST _ SCREEN DYER IM{NOIxET11FD IA.. WOW TRUSSES MAIL DAV RANGE OVER ffts SWOLD AT BASF V n1ron ova ---'.------- ------•-_ (5i i I /R!{MDIIElRED IMI U`WIOE METAL VALLEY ► S TRUSSES `4LA MOVER Ila 7 OFF RIDGE VENT DETAIL OVER Q� 99- P.TItl4 •N- .l UEWew', WI I.*SPACE NOT roSCALE VALLEY FLASHING DETAIL VVV OP• IRAIALAYING IMBRUE NOT TO SCALE 5 RBEROLMS SIWIGL0$ = 15 i, 7g R i M681DIN[5DTRWIROO/(1111 M .. 44 M�IDIF017 O.a Xi j tt SEE _21 LOCKING. P. RIE BOOT _ f N {j "'10.[v. RR[CAUIfQP (r �R MD -i #j �� ARILOY®WFAMII MARKER OIG UW '� OKVIIQHI Kik RANG[ ` _-_ ,-TYPE•A•FWMID i-, 04 -- r � � ( t`raannN UM i = YM1ALL1'WYE 56FM1EI18G �/ /"' GUARDRAIL DETAIL o Y9MGE PlAe111G OV0E1111N 0001 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIUML,\��, KAKIS A rum Iw AND.avow AMB /�� lulu tyro,'" �' I::.1 • Ri10UATION 2= 1 YM1/1LrN0110./.401E1Y0 ST GYP.Ballo r a s BRICK @ FOUNDATION DETAIL 1SMINMPLANM00/[RIArIMO ii SULF'NTl m MAIM my ur I 1 PLUMBING STACK FLASHING DETAIL G WOR WUILFU 101 PLATE WTn1 TYRE KKR ITYP,N NOTED SCALE Z VMj AARWEONWACANE DIEM WKUNLL SLIUv[THE CUTS/OWE. CUTS/OWE YEA�IM AND v ;o 'LL`4' ANDO AT ENOSO N YIEANIIG AMOCO OF THE MOM JAM ITRUSS ^ C • rfl CONCRETE fOUNDAMNIAND N101ED KTHOMO INID Of Q S>� 11 WRMN S OF PROPERTY UE MU MAK C�e ITN PEE FACE Of THE FOUDAMM L J tiFPo p . MOCK AND NNE CAUL/RE1WEm EDN mi. IIR.eaRrrsnwrnp TRUSSES TD WOK OP ROOP OEDN _ 4 ---y R wDI IAM/WRIOER �� Esr,u newmnelnan(wnMMr �s8� %� Q "'yj • 1 TERMINATE STONE AT BASE*W000 �w.On a vMtiMS1�uA.atnWr RRAIiL.f 1Yl1AYM:MI / U- STRKN19 PER MTI co ILEI DwltlliApflW.b.IVMIIA FIIm.f ERWO1ll DPD SCIIFEDIEA MRI10eS07 DOOR FLASHING INSTALLATION AND DETAIL o W11TWAOa,RA1MlMIWCKawaR . YAww Rf7 NbUUTON T[ -i mF� A.A+ens Iw WS Ia4E.ATI 1D WAIAf Ulf MOM JrRMOS MILMIBIY 0 RNY.IIEMA.®r1.1MA.4aMew ' Vl STONE APPUCATiON DETAIL GENERAL NOTES: m W11'Af Ef M OIRM ORAMMI""'M Nal 11WNlA®fIMiIF tlM1�,I �� 1'IIWwI�WM® 1.rARaxO MNIFEA pP REQUIRED)MT E INSTALLED WORE CO Vaal 11MElYWNRENI! 7cLLF'.AU IAuuA1_ murMaletlw MIL ' LW T1PE"Y 82212. DREOUAE00N C&NIG OF MAK NAME WgTK PACE IS e�wM X8/11 MOVE PER PRC RILL Mama MIKE MK ®.INMMIMRAR/ J SEE ELEYA1KYd FOR 1 NNAC PENETRATING RATED TO COOLY w1M PBC AMI/ AL1Ie111MEMAwIE E _ Yi11UW�®wIMNMRI DIEM RSSH KUM. AUSIA BiWR PAOrECM1M l0 COYAV WNM IBC ROIIi Sf AWESRRLEL m I ew�Iea111tlRR.NRIMUa SEE ELEVATION Pop 0150531..MIm AN•RANN"" MMAAI IX1FIRORF11L1 NAr0Y1L GUARDRAIL NOTE: °'°""`""""'°'R'° mum 11MiIlr WWW 1011141109 OTHER RIMX ROM CONDIIIOW MORONS IA'4*2'8 iRUSTCWA+wTM AORD1 BALM WYeOtl�� N/a1�11aeRAs I01�I/fl 1 MiM1KDAIRIGME WOE7Illtit FOR KARMA.AECUAEMENTS AND OPENNGL MM awtlxaa Ir� 090E/AMULL SE E leONO EN ODDICX Of 3101CM AT EXCEEED D X'ER802KANOACEEDS ST FLOOR OR OR !d'•� OIIIDEAID/NAIlEM'*0/111 MOF90F STAINS rNAi EXWF070"OR 1*f MOVE FLOOR OR ' DIIYWALL*DHFR RICH_ NOTE IINW/LLImICM M TOR GRADE lAi@1LLMARIK.WF AORl1011MIOEIOIY.YM�Y 'Or00M1/II0 NAYElIRRMEMTE RAILS 011 CLOSURES*MCN W NOT ALLOW'PASSAGE Of 11.11111111 All COMPS 10141111011 SrHFAlr*WWA1mINOAEIFR HOLM)WARD AMU OMMIDES 01 SUM TREADS 211111 m58 Ma WI WI IMUCMIK MINI NOT ALLOW SNORE GREATER THW/-LTMD00ET[II TO PAIS 7MR010N tlAWRteWu �,► / WON ORSULTMMM EM P*WNNlC1IOM M"M" ND n[GOWN MALL MIMEO! ® HANDRAIL NOTE: 082MMMRIWEN11 ./11.01 MMYAIION mMT12108E1Mw • wwAS.IMIINEW1tlEN W.tl,/ ihh. COM1mONfOR MEAlL H 19111111C01 km YMYBIIf LUST COMPLY wITXIWRDA IIkDI10 RIfMRAW2 4 win 401.1..001011110l ME cow.. RSIMMFA11IMa TA19RWoaWNN WOES 191111 AGA X180//1411'02 WNINN[1Y IND @ 'IMIONr:lU1T 11 11110211 IISf MIMEO v[R11CI11Y MI GLOWED PLANE m� wR.rAAcnenowoa �� WMMIIITY'.HIl W1L MT B[COMMIX MOM nil LENGTH a FUGNT MON 10X1 DIRECTLY AME*MT Rem TO KNIT DIRECTLY ABOVE MEDT RISER.HAND AL mm DMZ r RRMWARINN[Wflrottt*.1E EL101INK*AETUIIX TO WALL NANKIN/11411E 1.11.111111111 11M8~111 Marl% rOIU$EEsiRU RK A ONEOMKMRRRDRDW EWE ror 0. ,------ II Il Nr •l�:SHALL NAVE ULE tiAYFTFR BETWEEN I•WrrtYRCUAA SNAll NAYS BETW'Em/4- NIRIL mr�ONaaWo / SFF 91O/0151 12.1821* PE1Eerm r NOT CINCUM /TET 11/11 DIM �_ TYPICAL WALL SECTION ME . WRCAETE ACOTING sa STAIR NOTE: II owe 10-11-19 SCALE 1'.1'p' SiRIA;TLwAL DEPFNDIIM*IIEIDCOWIN&DIYENY*S MAY VMYIUI INV MVO MN FLOIDA AMONG O'WN sol. AS SHOWN TYPICAL WALL SECTION *DEA 191L7.1 FOR TREAD DEATH RISER MEIONTS AND STAIR MIO NRA net EYME WIEN NWLARW@1 0 mMR1YGWWRMiJAIDR Note MI all MINIS POI AESiEETI[ •RSERS'.i451ARILR WIM IIOYORE THAN ITDAEAENCE IEIWEENIg4ESTAND LOWEST Ma 2ARMO WAIDNIIMIAQ a M Cunt.RITE NW 1660{ RIDOIN DIY.111411 All WIQn010110WII TREADS.it NMI WWI CORN NO MORE NUN IT.Y0ENCE BETWEEA LONGEST AND SHORTEST rR x MOM 1[F/IRDIII ALISAIM101 (STEM WALL OPTION) 11EAD.THE SM OF I TREADS AND 1 RUED TO BE NOT LESS THAN U"AMD NOT NOME MAN 11 WINDOW INSTALLATION L.. COMM=Pall DOSII1*EDEOY SCALE:1•.1'r •WDM'.1S'M US CLEAR WIDTHMCVE HANDRAIL AND 37.1'7 BELOW MAMORU.. SCALE NTA. A3.1 iI M I Y , S • 1 Qi Y t fi I i i ! i • .-Al r'1 •.',' Z n...apTn;r?'.Q!5. ,{"T 'it j i'AA i1 _ ,..7,.,,-.., , . .. !_ .. 4 . i'!1-,a.. 'll...t,-.t..i .. . �f_'1T ". . . ' 1._ -. 0' E i •5 VYI f , I 1 I y gg f aft aL S{ Fr _t .,fir 1., e� : i.3 .'gam ',Tg �$�.,i .p , E' T x _ ! • gi. " f••, 4 c 71 ct1 is i a, yF _ - a � • L 7 _. , f x t�. Y 2 n 't t • • • .. • • • 1 r • r, r,' i ey;: . ',..ii-, !?t u,': 1l.t1. -rte s1 ri.) '—CIC', .. ._ r • _-. ._Y.,,. _._ _ __. _ _....._._._ ...._ ,..---.�..__�...�...�......._�. ...._..__...__._._�-._ _ _ _._.....�..�.. ...tom-:___�. ..........__._...�.__.._ _._...._��... _�__�.._ __... OFFICE COPY FORM R405-2017 C(c,- FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 620 Begonia St 1664 Builder Name: T iiders N t'.2-y G`u,1-•:>.a Street: 620 Begonia St Permit Office: c,,,• tet_ 4.:.:4 City,State,Zip: Atlantic Beach , FL,32233 Permit Number: Owner: Jurisdiction: 261300 Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(1520.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood, Exterior R=13.0 1245.30 ft2 b. Frame-Wood,Adjacent R=13.0 274.67 ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (1667.0 sgft.) Insulation Area a. Under Attic(Vented) R=38.0 1500.00 ft2 6. Conditioned floor area above grade(ft2) 1664 b. Under Attic(Vented) R=19.0 167.00 ft2 Conditioned floor area below grade(ft') 0 c. N/A R= ft2 11. Ducts R ft' 7. Windows(186.0 sgft.) Description Area a.Sup:Attic,Ret:Main,AH:Main 6 333.6 a. U-Factor Dbl, U=0.33 186.00 ft2 SHGC: SHGC=0.23 b. U-Factor N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 30.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.230 14. Hot water systems a. Electric Cap:40 gallons 8. Floor Types (1664.0 sgft.) Insulation Area EF:0.930 a. Slab-On-Grade Edge Insulation R=0.0 1664.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15.Credits Pstat Total Proposed Modified Loads: 44.70 PASS Glass/Floor Area: 0.112 Total Baseline Loads: 46.46 I hereby certify that the plans and specifications covered by Review of the plans and ,.•`••'INE STA * this calculation are in compliance with the Florida Energy specifications covered by this "'.r•'�" �:+ ;',FOS': Code. calculation indicates compliance1. �, 1 �\ .' f? � , ,moo, with the Florida Energy Code. b. n,,, fr' ' ,-)/, O PREPARED BY: 1-7Isparyan / `Y Before construction is completed uIi _- ••'' :''' _ `7= ' DATE: - this building will be inspected for ; O••• , , :a compliance with Section 553.908 Y; * �' c I herebycertifythat this building, as designed, is in compliance Florida Statutes. 4 - 9, 9 P •. �C ..� 9•,.* with the Florida Energy Code. / • ,OD WE, OWNER/AGENT: •- • - at / - BUILDING OFFICIAL: iii DATE: z, z c, cr DATE: /0-a5"--1, - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. >-• .,P•'"; - -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R40�2 1j1 and this project'rgires an envelope leakage test report with envelope leakage no greater than 6.00 ACH50 (R402.4.1.2). "` } OCT 24 2019 r, 10/21/2019 10:17 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Dep rt-m-1 a4ee 1 of 4 '_.;Lf f.'i i ,,,,�:.ntiC Beach, FL FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: 620 Begonia St 1664 Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 1664 Lot# Owner Name: Total Stories: 1 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Tfli4DUUUUrs Rotate Angle: 270 Street: 620 Begonia St Permit Office: Ddross Ventilation: County: Duval Jurisdiction: 261300 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233 New/Existing: New(From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE_INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 1664 13312 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1664 13312 Yes 5 4 1 Yes Yes Yes FLOORS V # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 148 ft 0 1664 ft2 ____ 0 0 1 ROOF / Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1802 ft2 0 ft2 Medium Y 0.85 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1664 ft2 Y N CEILING V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) Main 38 Blown 1500 ft2 0.11 Wood 2 Under Attic(Vented) Main 19 Blown 167 ft2 0.11 Wood 10/21/2019 10:17 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below V # Ornt To Wall Type Space R-Vacua Ft In Ft In Area R-Value Fraction Absor r;rarle% 1 S=>E Exterior Frame-Wood Main 13 11 8 88.0 ft2 0.5 0.23 0.75 0 2 E=>N Exterior Frame-Wood Main 13 6 8 48.0 ft2 0.5 0.23 0.75 0 3 S=>E Exterior Frame-Wood Main 13 4 8 32.0 ft2 0.23 0.75 0 4 E=>N Garage Frame-Wood Main 13 14 4 8 114.7 ft2 0.23 0.75 0 5 S=>E Garage Frame-Wood Main 13 20 8 160.0 ft2 0.23 0.75 0 6 E=>N Exterior Frame-Wood Main 13 39 8 8 317.3 ft2 0.5 0.23 0.75 0 7 N=>W Exterior Frame-Wood Main 13 35 8 280.0 ft2 0.5 0.23 0.75 0 8 W=>S Exterior Frame-Wood Main 13 60 8 480.0 ft2 0.5 0.23 0.75 0 DOORS V # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>E Insulated Main None .4 3 6 8 20 ft2 2 S=>E Insulated Main None .4 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered orientation(=>)changed to As Built(rotated 270 degrees). Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S=>E 1 Vinyl Low-E Double Yes 0.33 0.23 N 20.0 ft2 1 ft 0 in 1 ft 0 in None None 2 E=>N 6 Vinyl Low-E Double Yes 0.33 0.23 N 30.0 ft2 1 ft 0 in 1 ft 0 in None None 3 N=->W 7 Vinyl Low-E Double Yes 0.33 0.23 N 45.0 ft2 1 ft 0 in 1 ft 0 in None None 4 N=>W 7 Vinyl Low-E Double Yes 0.33 0.23 N 40.0 ft2 1 ft 0 in 1 ft 0 in None None 5 N=>W 7 Vinyl Low-E Double Yes 0.33 0.23 N 6.0 ft2 1 ft 0 in 1 ft 0 in None None 6 W=>S 8 Vinyl Low-E Double Yes 0.33 0.23 N 45.0 ft2 1 ft 0 in 1 ft 0 in None None GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000305 1331.2 73.08 137.44 .1147 6 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:8.2 30 kBtu/hr 1 sys#1 10/21/2019 10:17 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ None SEER: 14 30 kBtu/hr 900 cfm 0.75 1 sys#1 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.93 40 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS / —Supply--- —Return-- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 333.6 ft Main 83.4 ft2 Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar ]Apr Ma [X]Jun [X]Jul [X]Au [X]Se [ ]Oct [ ]Nov [ Dec HeatinEX�Jan f X Feb Xi Mar E ] r f Ma [ ]Jun [ Jul [ Aug [ ]Sep [ Oct (X]Nov [X�Dec Venting [ Jan [ Feb X Mar [X]Apr [ May [ ]Jun [ ]Jul ( ]Aug [ ]Sep [X]Oct [X]Nov [ Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 Main 10/21/2019 10:17 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 4 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New(From Plans) 12. Ducts, location& insulation level a) Supply ducts R 6.0 2. Single-family or multiple-family 2. Single-family b) Return ducts R 6.0 c)AHU location Main 3. No. of units (if multiple-family) 3. 1 4. Number of bedrooms 4. 4 13. Cooling system: Capacity 30.0 a) Split system SEER 5. Is this a worst case?(yes/no) 5. No b) Single package SEER c)Ground/water source SEER/COP 6. Conditioned floor area(sq.ft.) 6. 1664 d) Room unit/PTAC EER e) Other 14.0 7.Windows,type and area a) U-factor:(weighted average) 7a. 0.330 b) Solar Heat Gain Coefficient(SHGC) 7b. 0.230 14. Heating system: Capacity 30.0 c)Area 7c. 186.0 a) Split system heat pump HSPF b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient(SHGC) 8b. NA e) Gas furnace, LPG AFUE f) Other 8.20 9. Floor type, insulation level: a)Slab-on-grade(R-value) 9a. 0.0 b)Wood, raised (R-value) 9b. 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.93 b)Gas fired, natural gas EF 10. Wall type and insulation: c)Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame(Insulation R-value) 10A1. 13.0 e) Dedicated heat pump with tank EF 2. Masonry (Insulation R-value) 10A2. f) Heat recovery unit HeatRec% B.Adjacent: g)Other 1. Wood frame(Insulation R-value) 1061. 13.0 2. Masonry (Insulation R-value) 1062. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a)Ceiling fans a) Under attic 11a. varies b) Cross ventilation No b) Single assembly 11b. c)Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11d. Yes e) Multizone heating credit f) Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which MI be installed (or ex eeded) in this home before final inspection. Otherwise, a new EPL display card will be co ,,feted b d on i s Iled code compliant features. Builder Signature: / it/ Date: Address of New Home: 620 Begonia St City/FL Zip: Atlantic Beach, FL 32233 10/21/2019 10:17:34 AM EnergyGauge®USA 6.0.03(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 620 Begonia St Permit Number: Atlantic Beach . FL,32233 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL ❑ R401.3 Energy Performance Level(EPL)display card(Mandatory)The building official shall require that an energy performance level(EPL)display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law(Section 553.9085, Florida Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. • R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal enveldjim building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. ❑ R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1. as applicable to the method of construction.Where required by the code official, an approved third party shall inspect all components and verify compliance. ❑ R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations, renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed, but not sealed. beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake.makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. ❑ R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace.Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. ❑ R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot(2.6 L/s/m2),when tested according to NFRC 400 or HAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. 7/31/2019 3:21 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) ❑ R402.4.4 Rooms containing fuel-burning appliances. In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. 0 R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 L/s)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. O R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. ❑ R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. ❑ R403.3.2 Sealing(Mandatory) All ducts, air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or (7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i), Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. ❑ R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. ❑ R403.3.3 Duct testing(Mandatory).Ducts shall be pressure tested to determine air leakage by one of the following methods: 1 Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa)across the system, including the man air handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa)across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. ❑R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C)or below 55°F(13°C)shall be insulated to a minimum of R-3. ❑ R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted ❑ R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls,temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. ❑ R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return pipe shall be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. ❑ R403.5.1.2 Heat trace systems.Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 7/31/2019 3:21 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) ❑ R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). ❑ R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C) ❑ R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heating systems to be turned off. ❑ R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category.Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. ElR403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential,or Florida Building Code, Mechanical,as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ❑ R403.6.1 Whole-house mechanical ventilation system fan efficacy.When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. ❑ R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). ❑ R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUM (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt <90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm=28.3 Umin. a. When tested in accordance with HVI Standard 916 7/31/2019 3:21 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) ❑ R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating-test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data.the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer, in attached single-and multiple-family units,the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. ❑ R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. ❑ R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. ❑ R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. ❑ R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. ❑ R403.9 Snow melt and ice system controls(Mandatory) Snow-and ice-melting systems,supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). ❑ R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. ❑ R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater.Gas-fired heaters shall not be equipped with continuously burning ignition pilots. ❑ R403.10.2 Time switches.Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. ❑ R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating,computed over an operation season, is from site-recovered energy,such as from a heat pump or solar energy source.covers or other vapor-retardant means shall not be required. R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal Elefficiency of 82 percent for heaters manufactured on or after April 16,2013,when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 7/31/2019 3:21 PM EnergyGauge®USA 6.0.02(Rev 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2, Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. ri R403.11 Portable spas(Mandatory a energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS ri 1--1 R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404.1.1 Lighting equipment(Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 7/31/2019 3:21 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 5 of 5 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 620 Begonia St 1668 Builder Name: l ilders NKAT t' /,rLt,it:v;T< Street: 620 Begonia St Permit Office: c 1..26- 0446w City,State,Zip: Atlantic Beach , FL, 32233 Permit Number: Owner: Jurisdiction: 261300 Design Location: FL, Jacksonville U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit Ceiling/attic insulation and anygaps in the air barrier shall be sealed 9 P shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per Knee walls shall be sealed. inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts,penetrations Duct shafts, utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind pipina and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover elates and walls or ceilings. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 7/31/2019 3:21 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 1 • ManualS Compliance Report Job: +4+ wrightsoft pance p Date: Jan 08,2019 Entire House BY: Avalon Heating and Air 3665 Spring Park Rd,Jacksonville,FL 32207 Phone:9042451818 Web w.vwavalonac.com License:CMC1249968 Project Information For: te11011WEIftsry'c4 620 Begonia St,Jacksonville,FL 32233 Cooling Equipment Design Conditions Outdoor design DB: 92.8°F Sensible gain: 20412 Btuh Entering coil DB: 77.2°F Outdoor design VVB: 77.3°F Latent gain: 7541 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 27952 Btuh Indoor RH: 50% Estimated airflow: 933 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Goodman Mfg. Model: GSZ140301 K+ARUF31 B14A Actual airflow: 933 din Sensible capacity: 19600 Btuh 96%of load Latent capacity: 8400 Btuh 111%of load Total capacity: 28000 Btuh 100%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 31.8°F Heat loss: 24190 Btuh Entering coil DB: 68.9°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Goodman Mfg. Model: GSZ140301 K+ARUF31 B14A Actual airflow: 933 (fnI Output capacity: 27800 Btuh 115%of load Capacity balance: 30 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: n/a Model: n/a+n/a Actual airflow: 933 Lb Output capacity: 0 kW 0%of load Temp.rise: 0 °F Meets all requirements ofACCA Manual S. W rightsoft" 2019-Oct-21 1123:19 Right-Suite®Universal 2019 19.0.04 RSU23882 Page l ACK ...me\Dropbox\Dud Layouts'620 Begonia St 1668.rup Calc=MJ8 Front Door faces:E Project SummaryJab: 4wrightsoft° Date: Jan 08,2019 Entire House BY: Avalon Heating and Air 3665 Spring Park Rd,Jacksonville,FL 32207 Phone:9042451818 Web.ww.uavalonac.com License:CMC1249968 Project Information For, yrs r-'L.2Ti{ i-7-""t.4-R:A:. c..�y ria-.....rlv,-' 620 Begonia St,Jacksonville, FL 32233 Notes: Desi•n Information Weather: Jacksonville, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 52 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 18561 Btuh Structure 13545 Btuh Ducts 5629 Btuh Ducts 6866 Btuh Central vent(0 Um) 0 Btuh Central vent(0 elm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 24190 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 20412 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 0 Structure 5970 Btuh Ducts 1571 Btuh Central vent(0 cirri) 0 Btuh Heating Cooling (none) Area(ft2) 1702 1702 Equipment latent load 7541 Btuh Volume(ft3) 15318 15318 Air changes/hour 0.26 0.14 Equipment Total Load(Sen+Lat) 27952 Btuh Equiv.AVF(ufm) 66 36 Req.total capacity at 0.70 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN;JANITROL;AMANA DISTI... Trade GOODMAN;JANITROL;AMANA DISTI... Model GSZ140301 K Cond GSZ140301 K AHRI ref 7995113 Coil ARUF31B14A AHRI ref 7995113 Efficiency 8.2 HSPF Efficiency 12.0 EER, 14 SEER Heating input Sensible cooling 19600 Btuh Heating output 27800 Btuh @ 47°F Latent cooling 8400 Btuh Temperature rise 27 °F Total cooling 28000 Btuh Actual airflow 933 cfm Actual airflow 933 diii Air flow factor 0.039 ufr n/Btuh Air flow factor 0.046 cfin/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.73 Capacity balance point=30°F Backup:n/a n/a Input=0 kW, Output=0 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 41- wry hts -.. 2019-0c1-2121 1123:19 ^�, . — --.....,.,� Right-Suttee Universal 2019 19.0.04 RSU23882 Page 1 AWAC.C.P'� .me\Dro box\Dud Layouts\620 Begonia St 1668.rup Calc=MJ8 Front Door faces: E N Level 1 -1 f i r— --- --1_ Master Bath Master Bedroom 36 dm 0E4 157 dm Living 343 4" Master Cioset R., 6 0 4 116 dm 116 dm *Too 3dm Bedroom 2 Laundry • 10.1 .11 T ' I ing 12: -th2 c• 91dm 10.1 92 dm 'c' 8 dm 8 Hallway pr 12" Bedroom 3 s" A" 8 , 57 t• c. • C. 01'4129 dm 16 i 215dm Ki. en - � 7 7 fr..i 293 eco 164 dm 1.41 Garage 28. • Entry T r Bedroom 4 I i Performed#: for: Avebn Healing and Air Scale: 1Page 1: 85 u"n4 4."1-‘1:" 3665 Spring Paris Rd Ri t-SnoaU sal 2019 020 •••'do is St r `"` Jad6onville,FL 32207 19.0.04O.O4 RSU238e2 Jacksonvk,FL 32233 Phone:9042451818 2019-Od-21 11:2338 www.avalonaccom �Y � 1658.up DuctSystem SummaryJob: 4 wrightsoft`° Date: Jan 08,2019 Entire House BY: Avalon Heating and Air 3665 Spring Park Rd,Jacksonville,FL 32207 Phone:9042451818 web wwwavalonac.com License:CMC1249968 Project Information For: T#lll eler's •V t.2';,t G<u.2:ox e"*n �2 n.1_ 620 Begonia St,Jacksonville, FL 32233 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.20 in H2O 0.20 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.150/0.150 in H2O 0.150/0.150 in H2O Lowest friction rate 0.245 in/100ft 0.245 in/100ft Actual airflow 933 cfm 933 dui Total effective length(TEL) 122 ft Supply Branch Detail Table Design Htg CIg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh) (cfrtl) (cfin) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 2 C 172 4 8 0.252 4.0 Ox 0 VIFx 24.1 95.0 st2 Bedroom2 C 1939 72 89 0.273 6.0 Oxo VIFx 19.7 90.0 st2 Bedroom3 C 2021 78 92 0.254 6.0 Oxo VIFx 23.1 95.0 st2 Bedroom4 h 4251 164 98 0.248 7.0 Ox 0 VIFx 25.9 95.0 st1 Dining C 1992 62 91 0.274 6.0 Ox 0 VIFx 14.7 95.0 st1 Entry h 736 28 18 0.246 7.0 Ox 0 VIFx 27.0 95.0 st1 Kite en C 2812 101 129 0.275 8.0 Ox 0 VIFx 14.0 95.0 st1 Laundry C 810 2 37 0.264 4.0 Ox 0 VIFx 18.5 95.0 st2 Living C 2545 113 116 0.257 6.0 Ox 0 VIFx 21.9 95.0 st1 Living-A C 2545 113 116 0.254 6.0 Ox 0 VIFx 23.2 95.0 st1 Master Bath h 942 36 22 0.245 4.0 Ox 0 VIFx 27.5 95.0 st2 Master Bedroom h 4075 157 114 0.259 8.0 Oxo VIFx 26.0 90.0 st2 Master Closet C 73 2 3 0 0 Oxo VIFx 0 0 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (dun) (dm) FR (fpm) (in) (in) Material Trunk st2 PeakAVF 349 362 0.245 460 12.0 0 x 0 VinIFIx st1 PeakAVF 582 568 0.246 741 12.0 0 x 0 VinlFlx wrightsOft' 2019-0d-21 11:23 19 +INV.`, ,,,�, Right-Suite® �^. .M��.. �,�,�,�,,....,.,,,. Page 1 AC K ...me\Dropbox\Duct Layouts`620 Begonia St 1668.rup Calc=MJ8 Front Door faces.E A saoe;Joon luoJJ 8101=ole'J dm 899L IS eiuo6a8 olasino"(el pnaxogdoichaw loov Z abed Z886ZnSa 4O O 6 L 6 LOZ lesianwn gallnSi46RJ wbw "s""" " 41.1_ ---.1., 6L CZ LL LZ-p0-6LOZ m�joo'5}46.J"M"" xdIA 0 x0 0 0 0 0 LSI. LLL oxo Egsi xfln 0 x0 0 0 0 0 LLE EbE oxo Lgsi xdIA 0 x0 0 0 0 0 SLZ 091 oxo Lqa xdIA 0 xo 0 0 0 0 t7t7Z C6Z 0x0 bgsJ jural Ren (ui)6u!uadp (ui) (ui) (w(:4) j j (}}) (ugp) (Lap) (w)azis ewe Iona lsiof/Pn1S Mx H weIQ oolan u6!saa l31 Gla 61H ellUO algal I!aIaa tioueie uiniall OFFICE COPY 7. PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA(*REQUIRED) *Project Address: c(r.�Cd r ��' `, J ra Permit q: ee.S7 O27 6 *Owner/Project Name: 40i-5:via, LA-4- 6 fae r-1 As required by Florida Statute 553.842 and Florida Administrative Code Rule 98-72,please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State I Local I A.EXTERIOR DOORS 1.Swinging .711 Etrvna `172.1 'a..i..c } 1):An— i49 g3 2.SlidingM i rjt;J;�. Dcc 2 3.Sectional w4 Y•�i' � �1�.� �i c;��.•� 199, q 4.Garage Roll-Up r! CIL..,. )-7t L/w ` AN6, 3 5.Automatic 6.Other B.WINDOWS 1.Single hung M = /14)14) 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 Page I of 4 Updated 10/17/18 RECEIVL0 OCT 242019 Building Depart+gent City of Atlantic Beach, FL Category/Subcategory Manufacturer Product Description Limitation of Use State I Local# C.PANEL WALL z 1 1.Siding �AMt� th+40i tv"tely2 �lu?�✓�i 3 l cid 2.Soffits 3.EIFS 4.Storefronts 5.Curtain walls 6.Wall louvers 7.Glass block 8.Membrane 9.Greenhouse 10.Synthetic stucco 11.Other D.ROOFING PRODUCTS 1.Asphalt shingles 6-04 A n4,-&-a-a.,..." 161014 2.Underlayments 3.Roofing fasteners 4.Nonstructural metal roof 5.Built-up roofing 6.Modified bitumen 7.Single ply roofing 8.Roofing tiles 9.Roofing insulation 10.Waterproofing 11.Wood shingles/shakes 12.Roofing slate 13.Liquid applied roofing 14.Cement-adhesive coats 15.Roof tile adhesive 16.Spray applied polyurethane roof 17.Other Page 2 of 4 Updated 10/17/18 4 CategorY/SubcategorY Manufacturer Product Description Limitation of Use State* Local E.SHUTTERS 1.Accordion 2.Bahama 3.Storm panels 4.Colonial 5.Roll-up 6.Equipment 7.Other F.STRUCTURAL COMPONENTS 1.Wood connector/anchor 2.Truss plates 3.Engineered lumber 4.Railing 5.Coolers-freezers 6.Concrete admixtures 7.Material 8.Insulation forms 9.Plastics 10.Deck-roof 11.Wall 12.Sheds 13.Other G.SKYUGHTS 1.Skylight 2.Other H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updated 10/17/18 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. is,c` ft *Contractor Name(Print Name): 1i ' Contractor Signature: *Company Name: ;" 1141/ 22/ �t%,i2A *Mailing Address: L C *City: 3A' . k4 L ' tic *State: rc. *Zip Code: 3 LZ I *Telephone Number: 9014 37 o5:323 *E-mail Address: r1 FL c 2 a A L1 C e 9 A_. I Cell Phone Number: Fax Number: Page 4 of 4 Updated 10/17/18 OFFICE COPY CITY OF ATLANTIC BEACH A 800 SEMINOLE ROAD J^nod" ATLANTIC BEACH,FL 32233 (904)247-5800 k4J131>P Application# - `I 1 `t -021 6 Page 1 of 4 FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to he tilled out in duplicate. SECTION I: General Provisions (APPLICANT to read and sign): I. No work of any kind may start until a permit is issued. 2. The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not he used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may he required to fulfill local, state, and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE. TO THE BEST OF MY KN• LEDGE, TRUE AND ACCURATE. (APPLICANT'S SIGNATURE) ��L "' 1 DATE /OA- SECTION SECTION 2: Proposed Development(To he completed by APPLICANT) NAME ADDRESS TELEPHONE n APPLICANT. �r� -' �( Li/ Cfp�� r/ -CDUCI% ,ba(S„r►.+ L t c (p` �i�— etc cr �' T»ti pc 3 I BUILDER cloy e�I 97 6a v�zrz.l T�� 2..).i C+ .�:..��i�� X625 6iwrn�--- "5" l� 7�t71 r ENGINEER ffaKl �. � �.�� E 71C crAK�,tirc.,r DC p.zA,��j� p9AK �L �4`� 775-- �jt_� . �� PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. Z( �t L^L.� .✓1 �j�tf�i OCT 2 4 2019 1 • Building Department City of Atlantic Beach, FL DESCRIPTION OF WORK (Check all applicable boxes): Application# t q-C Z - Page 2 of 4 A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE dk'New Structure h -Residential (1-4 Family) U Addition U Residential (More than 4 Family) U Alteration U Non-residential (Floodprooting?U Yes) ❑ Relocation LI Combined Use (Residential&Commercial) lj Demolition U Manufactured(Mobile) Home(In Manufactured ❑ Replacement Home Park? U Yes) ESTIMATED COST OF PROJECT$ / 5-17 B. OTHER DEVELOPMENT ACTIVITIES filet Baring fy<lt U Mining ❑ Drilling fading U Excavation(Except for Structural Development Checked Above) ❑ W ercourse Alteration(Including Dredging and Channel Modifications) rainage Improvements (Including Culvert Work) ❑ Road, Street or Bridge Construction ❑ Subdivision(New or Expansion) U Individual Water or Sewer System ❑ Other(Please specify) S -��.' Jr\ �=2�`-r— After completing SECTION 2, APPLICANT should submit form to the Local Administrator for review. SECTION 3: Floodplain Determination(To he completed by the Administrator) The proposed development is located on FIRM Panel NoAO JDated v`\c)-2—It Q7 The Proposed Development: U Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). U Is partially located in the SFI IA, but building/development is not. is located in a Special Flood azard Area FIRM zone designation is E. . p "100-Year" flood elevation at the site is: p ft.-Nery-B-(M3f-, U Unavailable U Is located in the tloodway. FBFM Panel No. Dated (if different from the FIRM panel and date) ❑ See Section for additional instructions. SIGNED (7-r-r-o A DATE o (2-t [ZDZU 2 Application ff V' S ( 9c2_ 1 6 Page 3 of 4 SECTION 4: Additional Information Required(To be completed by Local Administrator) The applicant must submit the documents checked below before the application can be processed: 11 A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions, and proposed development. L'/Development plans, drawn to scale, and specifications, including where applicable: details for anchoring structures, proposed elevation of lowest floor (including basement), types of water-resistant materials used below the first floor, details of floodprooting of utilities located below the first floor, and details of enclosures below the first floor. Also, U Subdivision or other development plans. (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide "100-year" flood elevations if they are not otherwise available). lY flans showing the extent of watercourse relocation and/or landform alterations. Change in water elevation (in feet) ❑ Meets ordinance limits on elevation increases ❑ YES ❑ NO / P O�Top of new compacted fill elevation b • t ft. NCVD-(MSL). ❑ Floodproofing protection level (non-residential only) ft. NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or architect. ITCertification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the "100-year" flood. A copy of all data and hydraulic/hydrologic calculations supporting this finding must also be submitted. L] Other: NFC _ ( 6 •U t- 1- 5 8 -� SECTION 5: PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity: A. ❑ Is B. ❑ Is not in conformance with provisions of Local Law f 19 . The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If Box A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If Box B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from Board of Appeals. Application# 3 • • • • rj y , _ 1 i. • r • rt z ti• � i, i � r i - �� j _ I Clj r'-- 1 Y.A., n- ,.,, 'ht' v ti 'y 1 ..• c.S • ';1 �' • C _ i _ t ., • Page 4 of 4 SES l - v276 APPEALS: Appealed to Board of Appeals? U Yes LI No Hearing date: Appeals Board Decision - Approved? U Yes U No Reasons/Conditions: SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certification of Compliance is issued) The following information must he provided for structures that are part of this application. This section must be completed by a registered professional engineer or a licensed land surveyor(or attach a certification to this application). Complete I and 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement (in Coastal High Hazard Areas, bottom of lowest horizontal structural member of the lowest floor, excluding piling(s) and columns) is: ft.-NCVB-(MSL). rlAN/'2 KA7 2. Actual (As-Built) Elevation of floodproofing protection is ft. MSL). SECTION 7: COMPLIANCE ACTION(To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS DATE: BY DEFICIENCIES? U Yes U No DATE BY DEFICIENCIES? U Yes U No DATE BY DEFICIENCIES? U Yes U No SECTION 8: CERTIFICATE OF COMPLIANCE (To he completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE BY 4 -10 ' S CITY OF ATLANTIC BEACH 7 I g 800 SEMINOLE ROAD V ATLANTIC BEACH, FL 32233 (904) 247-5800 t)J319`� January 23, 2020 FLOODPLAIN MANAGEMENT PLAN NOTES 620 and 630 Begonia Street 1. This site is in an AE-6 Flood Zone. 2. Minimum FFE = 8.5 ft. (NAVD) 3. Stormwater drainage and retention are per SJRWMD Permit. 4. An "Under Construction" FEMA Elevation Certificate is required after slab is poured. 5. A final FEMA Elevation Certificate is required before C.O. is issued. 6. Hydrostatic vents are required for all enclosed spaces below 8.5 ft. (NAVD), per FEMA Technical Bulletin 1. 7. All mechanical and electrical equipment must be above 8.5 ft. (NAVD) O.' <( 11- 1 1 R m J e.mIV - LOT 4, BLOCK 138, SECTION "H" ATLAN' IC BEACH, ACCORDING TO PLAT BANKSA BANICS THEREOF RECORDED IN PLAT BOOK 18, PAGE : 4, OF THE CURRENT PUBLIC RECORDS /��'A^' e CONSULTING, INC. OF DUVAL COUNT FLORIDA. I y 1 "��"�' ""'"'""""` . &10 1 • '. ! (e0l}exyi"A IAx IeeRY I.iNe ADDRESS — 620 E�3E IONIA STREET 10, 4/11 "cvmwannncauraMv PARCEL ID NUMBED: 170921-0000 t �, 4 1l0 20 40 SCALE 11"= 20' RESIDENTIAL SITE TO DRAIN TO H QUALITY RETENTION SWALE. SEE PERMIT FILE NO. 0377021001EG S1 °00'59"E 50.0' SETBACK T PROPERTY IN FORMATION ZONING -RS -2 SETBACKS FRONT 20 FEET SIDES 5 FEET REAR 20 FEET DRAINAGE SYSTEM TYPE "C IMPERVIOUS CALCULATIONS DRIVEWAY TO R/W AND WALK (TURF BLOC) - 320 SF X 407. = 128 SF FRONT PORCH = 16 SQ -FT HOUSE 2,092SO-FT AC PAD = 16 SQ, -FT PROPERTY = 5,100 SQ -FT TOTAL IMPERVIOUS = 2,242 SQ -FT PERCENTAGE IMPERVIOUS = 44,o% NOTES; I. POSTS TO BE t'x 2" PINE WITH A MINIMUM. LENGTH OF 4 FEET. LOCATE POSTS ON DOWNSLOPE SIDE OF FILTER FABRIC, Z BURY TOE OF FENCE APPROXIMATELY 8" DEEP TO PREVENT UNDERCUTTING. 3. WHEN JOINTS ARE NECESSARY, SECURLY FASTEN THE FABRIC ATA SUPPORT POST WITH OVERLAP TO THE NEXT POST, 4. FILTER FABRIC TO BE NYLON, POLYESTER, PROPYLENE R ETHYLENE YARNW7TH EXTRA SO. STRENGTH T./MINUTE. ABRICN. NSHOULD CONTAINNULTRAVOLET RAY D WITH A FLOW ATE OF AT LEAST 0.3 INHIBITORS D sTABIU2E S. 7 SILT FENCE DETAIL NTS TYPE "C" LOT GRADING ALL DRAINAGE TO REAR LOT LINT= Front swales are essential to carry surface Water from the front yard to side -yard swales which carry it to the rear for disposal in easements or across other properties. Proper Bross -section of the street gutter, Curb and parkway strip are essential to stop street water from flowing onto the Int A Curb -top at high side of driveway near IoW lot corner A -B Parkway slope Driveway grade change from upgrade drive in street to downgrade drive on lot C -D Driveway downgrade point out from front of building D -E Front Swale E -F Protective' front slope from highpoint of swales EROSION ANn SE®IMENT CONTROL NOTES: .O A/C PKQPOSE I. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND PRIOR TO THE ELEVATED WOOD , FINAL INSPECTION, P1 ATIO 2, ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRSTSTEP IN CLEARING. LOT 4 J o: U # HOUSE NUMBER I 620 p � I AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. PROPOSED 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING ONE STORY o RESIDENCE Q j FF = 8.50' w ' o z z CV 00 (NAND '88) + W ANY NECESSARY REPAIRS OR.CLEAp TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. ^� 00 8. THE SITEWORK CONTRACTOR WILL BE REQUIRED TO INCORPORATE ALL TEM PORARY'AND . PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT TOTAL IMP. AREA ^- z = 2242 SF Coz 6.1 I i I I I 18 FROM IMPOUNDMENTAREAS SHALL BE EVENLY DISTRIBUTED AND PERMANENTLY ESTABLISHED. GARAGE 9. TEMPORARY AND, PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND STATE REQUIREMENTS. PROPOSE 1 DRIVEWAY AND ," • i 6.1 WALK TO BE I "TURF BLOC" .' o SEE e. 6,O CALCULATIONS ' tee, N f w 6.0 NOB56il7"N 50.0' PLAT 1-9111- ®m6e0 o [� PROPOSED 15" CMP .34 5.51 DPJWWAYMAX MDTH2OFT039 EDGE BEGON1,1 STREET OF FROM EDGE OF ASPHALT ROAD (50' I R /W) PROPERTY IN FORMATION ZONING -RS -2 SETBACKS FRONT 20 FEET SIDES 5 FEET REAR 20 FEET DRAINAGE SYSTEM TYPE "C IMPERVIOUS CALCULATIONS DRIVEWAY TO R/W AND WALK (TURF BLOC) - 320 SF X 407. = 128 SF FRONT PORCH = 16 SQ -FT HOUSE 2,092SO-FT AC PAD = 16 SQ, -FT PROPERTY = 5,100 SQ -FT TOTAL IMPERVIOUS = 2,242 SQ -FT PERCENTAGE IMPERVIOUS = 44,o% NOTES; I. POSTS TO BE t'x 2" PINE WITH A MINIMUM. LENGTH OF 4 FEET. LOCATE POSTS ON DOWNSLOPE SIDE OF FILTER FABRIC, Z BURY TOE OF FENCE APPROXIMATELY 8" DEEP TO PREVENT UNDERCUTTING. 3. WHEN JOINTS ARE NECESSARY, SECURLY FASTEN THE FABRIC ATA SUPPORT POST WITH OVERLAP TO THE NEXT POST, 4. FILTER FABRIC TO BE NYLON, POLYESTER, PROPYLENE R ETHYLENE YARNW7TH EXTRA SO. STRENGTH T./MINUTE. ABRICN. NSHOULD CONTAINNULTRAVOLET RAY D WITH A FLOW ATE OF AT LEAST 0.3 INHIBITORS D sTABIU2E S. 7 SILT FENCE DETAIL NTS TYPE "C" LOT GRADING ALL DRAINAGE TO REAR LOT LINT= Front swales are essential to carry surface Water from the front yard to side -yard swales which carry it to the rear for disposal in easements or across other properties. Proper Bross -section of the street gutter, Curb and parkway strip are essential to stop street water from flowing onto the Int A Curb -top at high side of driveway near IoW lot corner A -B Parkway slope Driveway grade change from upgrade drive in street to downgrade drive on lot C -D Driveway downgrade point out from front of building D -E Front Swale E -F Protective' front slope from highpoint of swales EROSION ANn SE®IMENT CONTROL NOTES: I. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND PRIOR TO THE �It Hr9 ° 3p FINAL INSPECTION, �Z NLC 2, ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRSTSTEP IN CLEARING. j o 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES W Uz a 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION FOQ AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. # '- 6 5. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING U SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 6. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVE FlLti z z 7. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICAiLY.A AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR.CLEAp TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 8. THE SITEWORK CONTRACTOR WILL BE REQUIRED TO INCORPORATE ALL TEM PORARY'AND . PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT AT THE EARLIEST PRACTICAL. TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL BE CONTINUED UNTIL THE PERMANENT DRAINAGE FACILITIES I HAVE 13EEN CONSTRUCTED AND UNTIL ALL DISTURBED AREAS HAVE BEEN REESTABLISHED SO AS TO ESTABLISH AN EFFECTIVE EROSION DETERRENT. ALL COLLECTED SEDIMENT REMOVED I i I I I 18 FROM IMPOUNDMENTAREAS SHALL BE EVENLY DISTRIBUTED AND PERMANENTLY ESTABLISHED. E 9. TEMPORARY AND, PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND STATE REQUIREMENTS. 10. SITEWORK CONTRACTOR SHALL CLEAN OUT ALL ACCUMULATED SILT IN DETENTION PONDS AT END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. iAll fi, 11. ALL DISTURBED AREAS OUTSIDE OF EXISTING AND PROPOSED PAVEMENT SHALL RECEIVE 1 TEMPORARY AND PERMANENT SEEDING IN ACCORDANCE i III i i WITH LOCAL REGULATIONS. NOTES: I. HOUSE SHALL BE FULLY EQUIPPED WITH RAIN GUTTERS, DOWNSPOUTS AND PIPING, 2. ALL ROOF DRAINS AND DOWNSPOUTS SHALL BE PIPED TO THE REAR RET€PNWALE. 3. RETENTION AREA WILL OVERFLOW TO THE CITY ROW AT 6TH ST. 0 0,0 A (go I` i.Jel aI't z LU g o Q. 0 fi W Uj Qou� J m �h z Z V W m T LOT 4 SITE AND DRAINAGE PLAN esess�,..er.� �. 19.0130 MAN BY: NAD cmMoY: DET swt AS SHOWN C-01 REVISED 11/20/2019 TO SHOW COMPANY. THE GRADE IS "ROUGH–IN" TO FINAL GRADES WILL BE IMPROVED DURING RESIDENCE, MAP SHOWING AS -+,BUILT SURVEY OF.- LOTS F.LOTS 1, 2, 3, 4, 5 AND 6, BLOCK 138, SECTION "H" ATLANTIC BEACH, ACCORDING TO PLAT THERcOF RECORDED IN PLAT BOOK 18, PAGE 34; OF THE CURRENT PL19LIC RECORDS OF DUVAL COUNTY FLORIDA, FILL AND GRADES. - _ PARCEL ID NUMBER: 170921-0000 :H THE GENERAL DESIGN, SWALES AND FINAL CONSTRUCTION PHASE OF EACH 2. THE UNDERSIGNED HAS REVIEWED THE EX6TING AND CURRENT CONDITIONS OF THE SITE 3, BENCHMARKS ARE AS FOLLOWS: 3.1. NW CORNER OF BEGONIA ST AND 6TH ST. SET NAIL 4.97 NAVD 1988 DATUM. 3.2. SET NAIL IN POWER POLE ON LOT 1 7.0 FEET NAVO 1988. I S1'00'59"E 69.65' ACT S1'00'59"E 50.0' ACTUAL - ----7.7.eF+T aemc. —T MVTRr T 0 R I M •,I,.•B A S I N O I I i I / O BLOCK s36 I ATLANTIC BEACH SEC. 'H" .�► PB 18 PG 34 O I I I I , I � i o I I o I i o I LOT 5BLOCK 138 I' ATLANTIC BEACH 4 SEC. "H" O PB 18 PG 34 I O1 I I � I I to I { I IA ORV 7557 PG 1578 DAGLEY JUNKYARD J - OAGL€Y DONALD JAY L Cy 'A •' 4 fP� 550 CAMELIA ST ATLANTIC BEACH, FL 32233-2520 S1'OO'59"E 50.0' ACTUAL S1'00'59"E 50.0' ACTUAL S1'00'59"E 50.0' ACTUAL S1'00'59'E 50.0' ACTUAL 15 1A ! i i i I I/ --_ -- --_ - O 0 1 I 10.9 O -- ----- ----------1- —'--t--o i-- O00 0 C o- HK t' rO --- i Tem -� - - -�-L I - APPROX APPROXIMATE vl/ f �/-H9:85ACT'700 fO1- PLAT'"W. O I R O O i I cD AC o i I I I o ARC LENGTH OH o TR (i PT JLF.CK1tDACH i I IP -IRON PIPE- SECONDS A/C ' NTS NOSCALE T TO p CENTRAL ANGLE $ nnq Tama Is Fw.c SEC. "H" I LOT 2 BLOCK 138 { { I /� -W { W N CONCRETE STEPS COVERED COVERED GRATE ey,+w tom. PS 1S PG 34 ATLANTIC BEACH VAi"ST O I N ; t i I d SEC.! cn �.1 u-) 13 SEr P HH <JH➢ I I PH"34 PB °' OT I I t0 II I m {I o Z o T 11► z O "8 ATLANTIC BEACH I BLOCK 138 +� C Tp SEC. H" PB 18 PG 34 - I I I I ATLANTIC BEACH SEC. "H" 1 i I I I I PB 16 PG 34 I -. 15 1A ! i i i I I/ --_ -- --_ - I -1 _ --_— —_ __ I ---- --_ T If 10.9 I -- ----- ----------1- —'--t--o i-- O00 0 C o- HK t' rO --- i Tem -� - - -�-L I - APPROX APPROXIMATE vl/ f �/-H9:85ACT'700 fO1- PLAT'"W. . ,. . - - - � �50:0'ACYUAL l^7 NO'56'17°W 500'ACTUAL NO'56'i�"W•50.0'ACIYJA'NO'S5'E7•'W"500"'A'CTUAC R _-- N05517 W"500'AC A L Int ............... .. � ORHELAY MAX IhBM 28T.0 SFT ..../.. ._ .....,... ... — _ ` — Rill wm OF AICHXT ' .. ..... ............................................ GO1T�A... FEET........ 0 o (50' R/W) DRAINAGE FLOW CONDITIONS REVISED 12/30/2019 TO MOW INVERT ON INSTALLED OUTFALL. y .POST FLOW CONDITION _ BANKS & BANKS IHERESYCERTIFYTO: CONSULTING, INC. HOLSTAR, LLC Abbrevlatllon Table Abbrev. Code Descrl tion PC 0111T OF R PT POINT OF T r POC POINT ON VE ORV OFFICIAL. RECDRDS R!W R[GHT DF WAY ROW RIGHT OF WAY HK HOD PG A E POBPOINT COV'D OF COVERED r APPROX APPROXIMATE BLDG BUILDING CONC CONCRETE R RADIUS SEC SECTION ET ELECTRIM R AC AIR CH CHORD LENGTH -L ARC LENGTH OH OVERHEAD T TR TRACT PT POINT OF TANG N Y PB PLAT BOOK IP -IRON PIPE- SECONDS A/C AIR C I N NTS NOSCALE T TO p CENTRAL ANGLE $ nnq Tama Is Fw.c VA"Vs ^mxr m ,eroe ar"H Hatch Table CONCRETE STEPS COVERED COVERED GRATE ey,+w tom. C"A neripSlun Sv.o VAi"ST VniR "CT[k Fv GM ORT � ORAIF. ieefflC SIG cn cw+rwa 13 SEr P HH <JH➢ - ?RE FLOW CONDITION THAM THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS SET FORTH NOTE: ORIGINAL FLOW OF LAND 30 60 - 83 WEST 9TH STREET ATLANTIC REACH, FL FB81 .r (901}685.3800 PAX J"4).695-2346 BY AGULTURE AND CONSUMER SERVICES' PURSUANT TOA BOARD OF SURVEYORS AND MAPPERS UNDER TSECTION O XX:XX EXIST. CRADE ELEVATIONS A GROSPi1T1A1, COMPANY 472.027 FLORIDA STATUTES AND CHAPTER SJ -17.050 XX.XX EXIST, GRADE ELEVATIONSFLORIDA ADMINISTRATIVE CODE. BANKSANUBANKSCONBUL'1'i\G.CUM XX.XX FINAL. DESIGN GRADE ELEVATIONS S. GENERAL NOTES: �® 1. NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED. 2. NO UTILITIES LOCATE06EXCEPT AS MAY BE SHOWN HEREON. 3, NO ATTEMPT WAS MAD: TO LOCATE JURISDICTIONAL WETLAND M S NOR TO NOTIFY THE PROPER AGENCIES. A. ABSTRACT OF TITLE WAS NOT FURNISHED TO THE UNDERSIGNED. 5. VERTICAL DATUM BASED ON THE WAND OF 1988. LIMITED USE AND DISCLAIMER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEN ON THIS SURVEY. 1. THIS SURVEY IS INTENDED FOR SOLE USE OF THE PARTIES CERTIFIED HEREON. 2, NO PARTY SHALL ASSIGN THIS SURVEY DRAWING OR ANY INTEREST OR 3. ANY REPRODUCTION WTHOOF 5TTHE SURVEY PRIOR PROHIBITED.WRITTEN CONSENT OF THE UNDERSIGNED. 12/30/20;19 5:10:20 PM, ARCH C (24.00 x 1 NOTES THIS IS A BOUNDARY SURVEY, FLOOD ZONE "AE' AS BEST ASCERTAINED FROM FLOOD PANEL NO 12031CO408J DATED 11.2.2018 BEARING DATUM BASED ON THE WLY R/W UNE OF BEGONIA St BEING NO'56'17'W. THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACILITIES OF THIS COUNTY. THIS SURVEY DOES NOT DETERMINE OWNERSHIP 11r.MgF RUSINESS NUMBER 7820 THIS SURVEY WAS ELECTRONICALLY CERTIFIED BYDARYL S. BANKS, PSM 6063, AS TIMESTAMPED ON BORDER. FLORIDA REGISTER U YO S 1Ay. � DARYL S BANKS CERTIFICATE #6063 NO 8063 STATE OF DATE AUGUST 5, 2018 CA, SCALE 1 INCH - 30 FEET //••F''�--OROAA¢�9 "�N 57);146•" JOB NO 17105 THIS SURVEY WAS ELECTRONICALLY CERTIFIED BYDARYL S. BANKS, PSM 6063, AS TIMESTAMPED ON BORDER. 2-00-00 T03m 19-04-04 5-03-08 35-00-00 10-04-04 2-00-00 (14 00 �g d n Or) /A9/i N tilt5` 9s � d LL 0- U) CD O C'7 II � Cn II N C J �U N CIO LL -0 CLS LL C7 J 000IN�- ON d' i-+ — 00 O -5 II 2 CO a) O N O J J O U (li � ti 00 fnN (fl N L0 70 N -O N N II Q dj LL >, E CD C/) M SM (a z Q a > o Q O LL O J Customer Walk -In Job Number: 190802-01 KM Loads: OFFICE COPY TC Live 20 BC Live 0 TC Dead 10 BC Dead 10 Duration Increase: 1.25 Total Load: 40 psf 630 Begonia is L�notLot -30revise accordingl CA`E'13'(A6,aeem P pent' Nye Ouoed By Oav 4 1. 4VMn 7Okp 0.4 ket a atljacant prpputy draWng q sA Ne m'n'arum setnai k ryont Wa properly the ahaP ba i rOM Hy a AtaR/yard drape 5,5lem soar Ire syn auded u1N d Rd". Snalp sbpa yl O,J % and ala drainage IMeI p:DeaO every Jr4 fpf Me Unless alprpved yiharw3e. MO. 10'privale eaaamerN SOI Ferree /PrapeHy Line fusbaII0w S%Yale&/piped 6 Yard drain sy'tanl---.; 1-foo(mlrumum o0.5e1 Fag 5 teal men. FINISHED FLOOR ELEVATION 2.5 FEET + B.F.E. > LIIN. FFE. ELEVATION 2.5 + 6.0 - 8.50 FT FFE. ATLANTIC BEACH SOURCE ZONING GIDE DATUM NAVD 1988 PROPERTY INFORMATION ZONING 1 RS -2 SETBACKS FRONT 20 FEET SIDES 5 FEET REAR 20 FEET IMPERVIOUS CA CUI ATION DRIVEWAY TO R/W AND WALK 320 FRONT PORCH = 16 SQ—FT BACK PATIO = 24 SQ—FT HOUSE = 2,092 SQ—FT AC PAD = 2 X 16 = 32 SQ—FT PROPERTY = 5,100 SQ—FT TOTAL IMPERVIOUS = 2,484 SQ—FTI 2,600 SQ—FT DRAINAGE SYSTEM TYPE ' TRE CAI ON ATIONS LIVE OAK 0 INCHES SHADE O INCHES NON—SHADE 0 INCHES TOTAL 0 INCHES 0 20 40 Feat GENERAL NOTES: 1, 110 UNDERGROUND UTILITIES OR STRUCTURES LOCATED. 2 NO UTILITIES LOCATED EXCEPT AS r -MY BE SH08N HEREON. S NO ATTEMPT WAS MADE TO LOCATE JURISDICTIONAL WETDA D LINES NOR To NDTIFY 7HE PROPER AGENCIES. 4. ABSTRACT OF TIRE. WAS NOT FURNISHED TO THE UNDERSIGNED. S. VERTICAL DATUM BASED ON THE N.A,VD OF 1960• LIMITED USEAND DISCLAIMER BY THE USE OF THIS SUP,VEy, YOU AGREE TO BE BOUND BY THE TERMS t5f2IT7EN ON iH15 SURVEY. 1. THIS .R, IS INTEINOED FOR SOLE USE OF THE PARTIES CERTIFIED HER -0", 2. NO PARTY SHALL ASSIOH TTS SURVEY DRAWING OR ANY INTEREST OR OBLIGATION HEREON. WITHOUT THE PRIOR MITTEN CONSENT OF THE UNDERSIGNED 3. ANY REPRODUCTION THIS SURVEY IS PROHIBITED. MAP SHOWING BOUNDARY, SITE & DRAINAGE PLAN OF: LOT 4 , BLOCK 138, SECTION "Ha ATLANTIC BEACH, ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. PARCEL ID NUMBER: 170921-0000 -- CITY OF ATLANTIC BEACH ZONING FOR BLOCK 138 AND BEGONIA ST. RS•2 RESIDENTIAL (SINGLE-FAMILY) 7,500 SQ FT. 75 FT. 20 FT, 20 FT'. COMBINED 15 FT AND MINIMUM OF 5 FT ON ONE SIDE. 50 PERCENT. ORV 7557 PG 1578 DACLEY JUNKYARD DAGLEY DONALD JAY 550 CAMELIA ST ATLANTIC BEACH, FL 32233-2520 L I i }' fig"E 50,0 A.0 rU,1 S' rD 10 G i I l I i i { i I s6 'D�1,1 I i r ; I Grading does not match LOT 4 _ approved grading plan, c BLOCK 138 a ATLANTIC. BEACH aa.11YAY aAXX'OM 161 a yr 03\E11AT NA: FLW 014E 6 ASgNLTrw . HAROLD COFFIELD 2743-1 ANNISTON RB JACKSONVILLE, FL 32246 M5 -A LOTOP.ADWO za•a-LOT. ryO Yea: ME., TORADa1G %-urrec[ reverence is: ~�A; 12031 CO408J ''qS ` CONSU 11-02-18 t i � j riNTlT YT3i 4TRFkT AT;,AU31 REi{"![ } l jjj t7t11eac._p4a P.+L�1<OJ/6R4 AfY.fJtiP.4Ttif.. C[aJ NOTES THIS IS A Table STEPS COVERED COVERED GRATE BY CERTIFY TO: . R. LLC THAT THIS SURVEY MEETS THE STANDARDS OF PRA077CE AS SET' FORTH BY THE FLORDA BOARD OF SURVEYORSAND AIAPPERS.UNDER THEDEPT. OF AGRICULTURE AND CONSUMER SERVICES, PURSUANT TO SECTION 472,027 FLORIDA STATUTES NO, CHAPTER $Jd7..050 LORIDAADAILVISTRATNE CODE RFTSIFITTM r uAF AavE -AE' AS BEST ASCERTAINED FROM / ii031.g408H DAZED 5-6-2013 FLOOD PANEL NO v DARYL S BANKS CERTIFICATE #6069kL' &G.4EL0 DAVM B --SON THE E LY R/W UNE OF NECK RD BONG NO6'27 W THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT SHOWN OH DATE AUGUST5,2018TMS SURVEY BUT MAY BE FOUND IN THE PUBUC RECORDS OR FAGIT OF iF11$ COUNTY. SCALE INCH=30FEETO THIS SURVEY DOES NOT DETERMINE OWNERSHIP "NO 17103 MMO LICENSE BUSINESS NUUBER 7620 THIS SURVEY WAS ELEC IRONICALLY CERTIFIED BYDARYL S, BANKS, PSM 6063, AS AMEY�— STAMpED ON BORDER 620 Begohia is Lot 4, not Lot 3, revise accordingly CASE W 1AQ}TantPlar ly Nd On dBy.Oavei�et): Wien M." 04 leen ad,.Aeoat pMoq*a" to$?A Me m+b, eelbae hem the P. Feny lho.Aan be 1 w ana a 1-lera,d darn eyltarn enaA be WaWctod Hint a mi,'m .W !..4o . o' m an4 one tlle'u1:gs in'et Pt..d e'HY 310 M k. hdeee ePP—d c.nenvae. MAP SHOWING BOUNDARY, SITE & DRAINAGE PLAN OF: LOT 3 , BLOCK 138, SECTION "H" ATLANTIC BEACH, ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. TREE CALCULATIONS LIVE OAK 0 INCHES SHADE 0 INCHES NON -SHADE 0 INCHES TOTAL 0 INCHES 0 20 40 Feel GENERAL NOTES: 1. NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED. 2. NO U71UMES LOCATED EXCEPT AS MAY BE SHOWN HEREON. 3. NO A7TEAIPT WAS MAGE TO LOCATEJURISDICTOVAL WETLAND LINES NOR TO NOTIFY THE PROPER AGENCIES. 4. ABSTRACT OF TITLE WAS. NOT FURNISHED TO THE UNDERSIGNED. 5, VERTICAL DATUM BASEDONTHE N.A.Y.O OF 1988, LIMITED USE AND DISCLAIMER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEN CN THIS SURVEY. 1. THIS SURVEY IS INTENDED FOR SOLE USE OF THE PARTIES CERTIFIED HEREON. 2. NO PARTY SHALL ASSIGN THIS SURVEY DRAWINCOR ANY INTEREST OR OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED. 3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED. HAROLD COFFIELD 0743-1 ANNISTON RD JACKSONVILLE, FL 32246 -Z Hatch Tabte CONCRETE STEPS COVERED COVERED GRATE �. ayaw m cce a.wa<a. svaa vuP a hclu «>e acr cea c 4 rn u .arca Pe . h ee vara Correct reference is: -HEREBY CER77ERTIFYTO; 12031 CO408J "OLSTAIt LLD {, I 11-02-18THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORSAND MAPPERS UNDER THE DEPT. OF AGRICULTURE AND CONSUMER SERVICES, PURSUANT TO SECTION I t:t'(iV1=.tT1 1 <•I'tf`.�^:� 472.027 FLORIDA STATUTES AND CHAPTER 5J•17.050 OFNCA ADMINISTRATIVE CODE NOTES THIS IS A BOUNDARY SURVEY. FLORIDA REGISTER U S FLOBD ZOitE 'AE' AS BEST ASCERTAINED FROM FLOOD PAITLI. N° DARYL S BANKS CERTIFICATE 46003 NO 6063 40BH DATED 3-6-2013 IN STATE OF BEADING DAVM BASED GN THE ELY R/W UNE Of NECK RD. BEING N0627 W ,q g THERE MAY BE ADDITIONAL RESTRICTDATE AUGUST5.2018 THAT APPLY BUT ARE NOT SHOWN ON /M OR` Tah F THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACILITIES OF THIS SCALE IINCH-30FEET COUNTY, THIS SURVEY DOES NOT DETERMINE OWNERSHIP JOB NO 17105 LICENSE BUSINESS NUMBER _7820 THIS SURVEY WAS ELECTRONICALLY CERTIFIED BYDARYL S. BANKS, PSM 6083, AS TIMESTAMPED ON BORDER �+ LL LU1C"E i O a C\j b . ��r(/ d 6 rMeewMiel. MAP SHOWINGAS-BUILT SURVEY OF LOTS 1, 2, 3, 4, 5 AND 5' BLOCK 130. SECTION "H" ATLANTIC BEACH, ACCORDING TO PLAT THEREOF RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, REVISED 11/20/2019 TO SHOW IMPROVED FILL AND GRADES. FLORif D& 1. THIS PROPERTY HAS FILL ADDED AND GRADED PER DRAINAGE PLAN B, TOURING C0wPmv,. THE GRADE IS "ROUGH -IN" TO MATCH THE GENERAL DESIGN. SWAUES AND FINAL GRADES WILL BE IMPROVED DURING THE FINAL CONSTRUCTION PHASE OF EACH 2. THE UNDERSIGNED HAS REVIEWED THE EXISTING AND CURRENT CONDITIONS OF THE SITE. J. 8EmC*waRxS ARE AS FOLLOWS: 3.1NW CORNER OF BEGONIA ST AND 6TH 8T SET NAIL 4.97 wAvD 1988 DATUM. 3.2. SET NAIL IN POWER POLE ON LOT 1 7.0 FEET NAVO 1988. S1`00'59^E 09.05' ACT 70.0 PLAT --------- T_ 10 GRASS OUTFALL 0 PARCEL |D NUMBER: 770921-0000 0RV 7557 PG 1578 OAGLs, JUNKYARD DAGL[vDONALD JAY 550 CAwEUA ST ATLANTIC BEACH. [L 32233-2520 S1`00`58"E 50.0` ACTUAL S1*00'58"E 50.0' ACTUAL c�1lnO'50^E 5O��' 4CTUAL �1`OO`59^E 5O.O' 4CTUAL _ _ _ _ _ _ _ __ �� _ _ _ _ _ _ _ _ _ _ __^� _ ! - -pa o PC POINT OF CURVATURE 0 R�W __VRIGHT OF WAY ui I RIGHT OF WAY / 18 PG 34 POB ' COV'D COVERED STUCTURE APPROX APPROXIMATE 1 / CONC --7 �--- ---- ---� ---- ---- -�-� RADIUS SEC --- ---- ---' ---'/- ET ELECTRIC TRANSFORMER AC "v CH CHORD LENGTH L ARC LENGTH C14| ' `^ LOT s BLOCK 138 / � 0 / cz/ POINT [IF TANGENCY 1 cx \ | ` ' �n'�nnc 8E��* ! ' � «o 1 A/C 1 mo / to SEC. ^H^ 1(6 po �8 Pu 3* LoT5 � �--' 56 _fl NO 56 17 W � � BLOCK 138 ATLANTIC' BEACH ^H^ SEC / | 0 P8 18 pu J+ ov / "v | 0 !LoT | | 4 � �� BLOCK 138 0 ^n ^mnr pr^ru / \| - -pa o PC POINT OF CURVATURE 0 R�W __VRIGHT OF WAY ui I RIGHT OF WAY / 18 PG 34 POB ' COV'D COVERED STUCTURE APPROX APPROXIMATE CONC CONCRETE R RADIUS SEC SECTION ET ELECTRIC TRANSFORMER AC AIR CONDITIONER CH CHORD LENGTH L ARC LENGTH OH OVERHEAD ELECTRIC TR TRACT PT POINT [IF TANGENCY Cn PLAT BOnK IP IRON PIPE I SECONDS ---I A/C AIR to 1(6 56 _fl NO 56 17 W 5d.bACT(JAL DRIVEWAY MAX WIDTH 2OFT @oFT FROM EDGE OF ASPHALT DRAINAGE FLOW CONDITIONS POST FLOW CONDITION PRE FLOW CONDITION NOTE: ORIGINAL FLOW OF LAND {}xxXx EXIST. GRADE ELEVATIONS XX.XX_ EXIST. GRADE ELEVATIONS (XX—X-X) FINAL DESiGN GRADE ELEVATIONS GENERAL NOTES: �1^OO'�9.E �O-D' ACIUAL ATLANTIC 8 EACH PB 18 PG 34 BLOCK 138 ATLANTIC BEACH 00 P8 i 8 PG 34 Lo Ln ` < �� ~� c� 0 r` � c� ' cz ----'�* -- _ Ld 21 � «u 0o/� r- �� | ) / rj | 1 - ATLANTIC BEACH / Sso�^H~ / | | ! ] \ ! ! -6 ib PG J* ' � -- -�- -- - - -- -- - -- - - -- � 7 �- -- - - -' 10.9. . 0� �� / dQ 1 ( 'u0 � �0-_.-T -- -- -- � -- �omo 7� �- 20., tn------ ---- ' _- __ ,- BEGONIA STREET' ___________________________________________ 1 . NO uwoEnonouwo ununss OR sTnucrunss uzoArco 1 NO ununcs LOCATED EXCEPT AsMAY ec sxowN xsnEow. o. NO Answpr WAS MADE TO LOCATE JURISDICTIONAL WETLAND LINESwoe rnwonp,n�� pnoprn Am'wnrx ^� xesrnAcT OF TITLE WAS NOT FURNISHED TO THE uwosns/uwso o� vconcAL oAruu aAsso ON THE wA.v.o or 1988. LIMITED U��AND DISC-LAIMER BY THE USE OF THIS sunvsY, YOU Aunsc To BE aouwo B, THE TERMS *n/rrsw ON THIS sonvc,. 11 THIS sunvc,/s xvrsmoEo FOR SOLE USE OF THE pwnnn c� cs�nso nsnsom x- NO PARTY sxAu- Ass/um THIS suevs, oexvwwo on ANY /mrsnsSr on oou:Anow *snEom vwTxouT THE pn/oR WRITTEN comsEmr OF THE uwosns|uwEo. 3. ANY REPRODUCTION OF THIS SURVEY /sPROHIBITED- 12/3{/2019Si10:20PM, ARCH C(24.0Ux18l0Inches) REVISED 12/30/2013 TO 3*0w INVERT ON INSTALLED OUTFALL. BANKS & BANKS CONSULTING, ��Jo��T� INC.��-��mm/� m�� 83 WEST 9TH STREET ATLANTIC amACKm (904)'685-2800 FAX (9o0-6nmax4s A GuOmeAzmLxOmoAmY auNKSAmmBANKSCONSUmrING.COM NOTES THIS IS A BOUNDARY SURVEY. rLoou zoms ^Ac^ AS ocsr Asccermmco FROM, puOuo PANEL NO 12031c04-u8u DATED 11.2.e018 Bcxmwu DATUM axsco ON THE w'L, e/w uws or asoow/A sr nawo wo-56'17'vx nacec IM m , HE -E Aoo/nomAL ncsnncnoms nH«r ��aurAnc mor sHovM om z*o SURVEY BUT wAvoEFOUND IN THE puauonEoo*oa on pAcmnso or THIS oouwry THIS SURVEY DOES NOT DETERMINE owwses*/p ucEmsc ouSIwcsS muwece 78e0 / HEREBY CERTIFY TO: HOLSTAR, LLC Table Abbrev, Code o PC POINT OF CURVATURE 0 R�W __VRIGHT OF WAY ui I RIGHT OF WAY / PAGE POB ' COV'D COVERED STUCTURE DRAINAGE FLOW CONDITIONS POST FLOW CONDITION PRE FLOW CONDITION NOTE: ORIGINAL FLOW OF LAND {}xxXx EXIST. GRADE ELEVATIONS XX.XX_ EXIST. GRADE ELEVATIONS (XX—X-X) FINAL DESiGN GRADE ELEVATIONS GENERAL NOTES: �1^OO'�9.E �O-D' ACIUAL ATLANTIC 8 EACH PB 18 PG 34 BLOCK 138 ATLANTIC BEACH 00 P8 i 8 PG 34 Lo Ln ` < �� ~� c� 0 r` � c� ' cz ----'�* -- _ Ld 21 � «u 0o/� r- �� | ) / rj | 1 - ATLANTIC BEACH / Sso�^H~ / | | ! ] \ ! ! -6 ib PG J* ' � -- -�- -- - - -- -- - -- - - -- � 7 �- -- - - -' 10.9. . 0� �� / dQ 1 ( 'u0 � �0-_.-T -- -- -- � -- �omo 7� �- 20., tn------ ---- ' _- __ ,- BEGONIA STREET' ___________________________________________ 1 . NO uwoEnonouwo ununss OR sTnucrunss uzoArco 1 NO ununcs LOCATED EXCEPT AsMAY ec sxowN xsnEow. o. NO Answpr WAS MADE TO LOCATE JURISDICTIONAL WETLAND LINESwoe rnwonp,n�� pnoprn Am'wnrx ^� xesrnAcT OF TITLE WAS NOT FURNISHED TO THE uwosns/uwso o� vconcAL oAruu aAsso ON THE wA.v.o or 1988. LIMITED U��AND DISC-LAIMER BY THE USE OF THIS sunvsY, YOU Aunsc To BE aouwo B, THE TERMS *n/rrsw ON THIS sonvc,. 11 THIS sunvc,/s xvrsmoEo FOR SOLE USE OF THE pwnnn c� cs�nso nsnsom x- NO PARTY sxAu- Ass/um THIS suevs, oexvwwo on ANY /mrsnsSr on oou:Anow *snEom vwTxouT THE pn/oR WRITTEN comsEmr OF THE uwosns|uwEo. 3. ANY REPRODUCTION OF THIS SURVEY /sPROHIBITED- 12/3{/2019Si10:20PM, ARCH C(24.0Ux18l0Inches) REVISED 12/30/2013 TO 3*0w INVERT ON INSTALLED OUTFALL. BANKS & BANKS CONSULTING, ��Jo��T� INC.��-��mm/� m�� 83 WEST 9TH STREET ATLANTIC amACKm (904)'685-2800 FAX (9o0-6nmax4s A GuOmeAzmLxOmoAmY auNKSAmmBANKSCONSUmrING.COM NOTES THIS IS A BOUNDARY SURVEY. rLoou zoms ^Ac^ AS ocsr Asccermmco FROM, puOuo PANEL NO 12031c04-u8u DATED 11.2.e018 Bcxmwu DATUM axsco ON THE w'L, e/w uws or asoow/A sr nawo wo-56'17'vx nacec IM m , HE -E Aoo/nomAL ncsnncnoms nH«r ��aurAnc mor sHovM om z*o SURVEY BUT wAvoEFOUND IN THE puauonEoo*oa on pAcmnso or THIS oouwry THIS SURVEY DOES NOT DETERMINE owwses*/p ucEmsc ouSIwcsS muwece 78e0 / HEREBY CERTIFY TO: HOLSTAR, LLC Table Abbrev, Code Description PC POINT OF CURVATURE PT POINT OF POC POINT ON CURVE ORV OFFICIAL RECORDS VOLUME R�W __VRIGHT OF WAY ROW I RIGHT OF WAY PG PAGE POB POINT OF REGJNNING COV'D COVERED STUCTURE APPROX APPROXIMATE CONC CONCRETE R RADIUS SEC SECTION ET ELECTRIC TRANSFORMER AC AIR CONDITIONER CH CHORD LENGTH L ARC LENGTH OH OVERHEAD ELECTRIC TR TRACT PT POINT [IF TANGENCY P13 PLAT BOnK IP IRON PIPE I SECONDS ---I A/C AIR Hatch Talote CONCRETE LP LIGHT POLE WAMVS WATER METER luwtl Hatch Talote CONCRETE STEPS COVERED WATMET TRfFIC SIG "A' F IEC SlEiNAL IaX 2. CTL CONTROL THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE xnSET FORTH erTHE FLORIDA BOARD opSURVEYORS AND MAPPERS UNDER THE DEPT. OF AGRICULTURE AND »oxmmwER naRmcaS, ponnoxwr TO oEonnm *rc02rFLORIDA STATUTES AND CHAPTER 5J-/zo50 pzoeu)Axo^mmmrpmnvsroos DARYL S_ BANKS CERTIFICATE # 6063 No 6063 STATE OF DATE AUGUST5,2016 OR I t, SCALE 1 INCH = 30 FEET JOB NO 17105 THIS StJRmEYWAo ELECTRONICALLYcERTIFIE/ov.D4RYL S_BANKS, PSxm6uV�A0TIMES TAMPED ON BORDER.