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1761 Sea Oats Dr - Permit RESA18-0008 .� � CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL ADDITION - SINGLE OR TWO FAMILY RESIDENTIAL ADDITION MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RESA18-0008 Description: ADDITION TO HOME Estimated Value: 20000 Issue Date: 4/27/2018 Expiration Date: 10/24/2018 PROPERTY ADDRESS: Address: 1761 SEA OATS DR RE Number: 172020 0446 PROPERTY OWNER: Name: TODD WELLS L Address: 1761 SEA OATS DR ATLANTIC BEACH, FL 32233-5828 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: Address: Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. rSl.S1,y j'> �S 1 Permit • • City of Atlantic r) Beach Permit Number: RESA18-0008 Description:ADDITION TO HOME Applied: 3/15/2018 Approved:4/24/2018 Site Address: 1761 SEA OATS DR Issued:4/27/2018 Finaled: City,State Zip Code:Atlantic Beach, FI 32233 Status: ISSUED Applicant: <NONE> Parent Permit: Owner:TODD WELLS L Parent Project: Contractor:<NONE> Details: OWNER BUILDER LIST OF • • SEQ NO ADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 3/16/2018 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247- 5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 2 3/16/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 3 3/16/2018 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's,Inc.,Republic Services,Donovan Dumpsters). Container cannot be placed on City right-of-way. 4 3/16/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS :L Scott Williams Notes: Full right-of-way restoration,including sod,is required. 5 3/16/2018 RUNOFF INFORMATIONAL PUBLIC WORKS :i::: I Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. 00, Printed: Friday,27 April,2018 1 of 2 �;; Permit Conditions City of Atlantic Beach lam 6 3/16/2018 REVISION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Any plan change must be submitted as a Revision to the Building Department. 100 Printed: Friday, 27 April, 2018 2 of 2 '11 L`1r�J City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) l 800 Seminole Road -5445 j�e) Atlantic Beach, Florida 32233 ( \ �'1 1 VV CJ Phone(904)247-5826 • Fax(904) 247-5845 E-mail: building-dept@coab.us Date routed: �J City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 7LD ��� _ � ('- De artment review required Yes No Buildin Applicant: Co f\J elz-_.. tanning &Zoning (� Tree Adminis rator Project: (( O f� ublic or is i � s Public a,_ 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. Wenied. ❑Not applicable (Circle one. Comments: B;1LDING PLA & ZONING Reviewed by: Date:-2y/ S 2a TREE ADMIN. Second Review: ❑Approved as revised. R?6enied. []Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date:-3/2jj/ FIRE SERVICES Third Review: Approved as revised. []Denied. ❑Not applicable Comments: 1V Reviewed by: ' r) Date: y') y-c", Revised 05/19/2017 t a f� CITY OF ATLANTIC BEACH OFFICE CjPY 800 Seminole Road Atlantic Beach,Florida 32233 F3 � REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS n :c n [g - � Date Revision to Issued Permit Corrections to Comments Permit# Project Address 4,7� Contractor/Contact NameZC4 / Phone — - Email r`�d Description of Proposed Revision/Corrections: Permit Fee Due$ 0 Additional Increase in Building Value Additional S.F. By signing below,I 0 affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Age (Contractor must sign if increase in valuation) 96tc (Office Use Only) Approved Denied Not Applicable to Department Revis o /Plan Review Comments A a {� d 11 firs rs 4 2-eyi e� �c0�r✓�w - -w4 v-e- R �✓� Department Review Required: in Qanning &Zon g s - ISO ,� 'U Revie d By 1 Tree ra or D Public Works g2018 Public Utilities LIAR 3/z/�2 0! Public Safety 01 Date Fire Services E'� � f CITY OF ATLANTIC BEACH _ 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 Jlil�r BUILDING REVIEW COMMENTS Date: 3/19/2018 Permit#: RESA18-0008 Site Address: 1761 SEA OATS DR Review Status: denied REM 172020 0446 Applicant: Property Owner:TODD WELLS L Email: Email: WELLSTODD625@GMAIL.COM Phone: Phone:9044778970 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. The Applicable Codes and on Page A-103 are not applicable for 2018. Please correct and resubmit 2 copies. cam'%44►'n01143 2. From the 0 Edition of the 2017 Existing Building Code- Residential,choose a method of construction Compliance. Place information on page A-103 or on Page S-2 of the engineer's structural page. 2 copies. 3. Submit energy calculations for the room addition. Form R402-2017 will be attached to this review comments email. 2 copies. o v 4 %toAol 44,j 4. 5 Y r+rnc��� niimhar fnr f}ln �7VSiC T1llt I7CPS1�1iPtr, favi4jfy the pr0j!hjct. 6. 7. FYI,installation instructions shall be required to be on site for the inspection of siding and windows. 8. Submit 2 copies of the truss engineering plans. Both copies need to be signed by the Engineer of Record as well. dv k T4a 4 i vt, Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Semino e Road r� E-rna , W Revi' ty Cam M-eAij V"J"4 Yr�U OFFICE COPY CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 lip REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS R Esin, eon Date.?2—,,?, T Revision to Issued Permit_ Corrections to Comments_ Permit# Project Address /,Z,&/ Contractor/Contact Name sla� Phone 9iJ - Email oj� O�7 Description of Proposed Revision/Corrections: Permit Fee Due $ Additional Increase �iinn Building Value Additional S.F. By signing below,I GSC affirm the Revision is inclusive of the proposed changes. (p ' ted name) Sgnature of Contrac or/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied x Not Applicable to Department vis'pn/Plan Review Comments�� ��t p roomy f to'^ o�� �d� Irc�i2, /lp S De artment Review Required: Building Panni Zoningviewed By Tree Administrator Public Works p� Public Utilities Public Safety Date Fire Services OFFICE COPY CITY OF ATLANTIC BEACH 800 Seminole Road OFFICE COPY Atlantic Beach,Florida 32233 REVISION REQUEST I CORRECTIONS TO PLAN REVIEW COMMENTS Dat&3 07—,-?<L9/)Revision to Issued Permit Corrections to Comments_ Permit# R Project Address Z&'/ /"79 A7 1 Contractor/Contact Name���'S (,�� Phoney y Email S LSD Description of Proposed Revision/Corrections: P it Fee e$ SCS r o o —('0-- Additional Z-1V Increase/-in/ /B/uilding Value$ Additional S.F. By signing below,I !�4l, affirm the Revision is inclusive of the proposed changes. (printed name) Signattue o Contractor/Agen (Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied_ Not Applicable to Department Revision/Plan Review Comments Ori 'h 4 CO M W%e A Z I LO' 6I'AS e vep1 -rd-CM3- no i- 4>c�'/1 , rtment Review Required: Building ng &Zoning Reviewed By Tree Administrator Public Works Q� Public Utilities Public Safety Date Fire Services S CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD j r ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 3/21/2018 Permit#: RESA18-0008 Site Address: 1761 SEA OATS DR Review Status: REM 172020 0446 Applicant: Property Owner: TODD WELLS L Email: Email: WELLSTODD625@GMAIL.COM Phone: Phone: 9044778970 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. -Co t ncP cu=ezliens. 2. Comment#2 from first review not addressed yet. 'sV1,11 jai a4/titreo Y/&/20.,f ^-a- 3. Form R402-2017 will be attached to this comment review for Florida Energy Conservation. not ziDW-WI 4. ^ � 110 nm frc4 ro o rn4 near ^d-�Cl. 94.G- 7/C. 1/9'O/t 5. w ins a s ion a ori a Pro vide 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 s r CITY OF ATLANTIC BEACH 800 Seminole Road <.. r O F F ICE C O P Y A P R - 5 2019 Atlantic Beach, Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS � IO - cox Date 3 / Revision to Issued Permit Corrections to Comments r mit# Project Address 1 7(,o Sea o o s Dri'VE!, Contractor/Contact Name YV l S Phone C9 04 2--b 4- Ernai ly Cool Description of Proposed Revision /Corrections: Permit Fee ue $ of 2 . *A y Additional Increase in Building ValueAdditional S.F. By signing below, I M �''�G I 0o uic �` affirm the Revision is inclusive of the proposed changes. (printed name) tll"efL 4r Signafure o Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied X- Not Applicable to Department Revision/Plan Review Comments 7n few ma l;Or. v6m }f eol q/0 g -E'tim +tip w✓o•^e Cople book, 6did no4 P*,,4o.v\ 4o Gorrn,sn4 ki z -fro.r, r^y r,frr+ Q+viWl'. Department Review Required: Building Planning & Zoning eviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services `S� CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 4/2/2018 Permit#: RESA18-0008 Site Address: 1761 SEA OATS DR Review Status: REM 172020 0446 Applicant: Property Owner:TODD WELLS L Email: lhowellsconstruction@gmail.com Email: WELLSTODD625@GMAIL.COM Phone: Phone: 9044778970 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: 3,d Review. 1. From the first and second plan reviews, comment #2 concerning method of construction compliance from the existing building code has not been chosen and placed on either the design page or the structural engineer's page. 2 copies. 2, who are it an e copies here 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 6 Pn61;je.J a{v i ew >C-o rr.rr•H► �1 c.� �t�2e j /�'��' 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 APR 1 2 2018 CITY OF ATLANTIC BEACH 800 Seminole Road OF tl 'c da 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS 4/14 (D � Date Revision to Issued Permit_ Corrections to Comments V Permit #— Project Address 17(o Se m 0 a+5 D r . Contractor/Contact Name Tv 8 4y V,Q I !Y Phonk9 3 ?- kA Email r Description of Proposed Revision/Corrections: Permit Fee D e$ sem•b d Additional Increase in Building1—Value $ Additional S.F. By signing below,I �� (''�"L�' l� 1 �ALI l,J C ( affirm the Revision is inclusive of the proposed changes. (printed name) 4 3 Si atur of tractor/Agent on ractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments De artment Review Required: Buildin Planning & Zoning Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING REVIEW COMMENTS Date: 4/11/2018 Permit#: RESA18-0008 Site Address: 1761 SEA OATS DR Review Status: REM 172020 0446 Applicant: Property Owner:TODD WELLS L Email: lhowellsconstruction@gmail.com; Email: WELLSTODD625@GMAIL.COM kamalV1123@gmaii.com Phone: Phone: 9044778970 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: qJ h 02-evi w 1. Th ormation submitted in regards to comment#2 from my first plan revie ' incorrect. You submitted information from the Building Code, Chapter 6, TYPES OF CONSTR ION.—If—you reread my comment I was asking for the Method Of Construction from the FBC-Existing Building Code— Residential, 6t' Edition 2017. Dan Arlington was correct there are 3 methods. Please choose 1 and submit that on 2 copies of the plan pages. Mr.Kamal Yazji,perhaps you could supply this information and put it under DESIGN CRITERIA on page S-1,2 copies. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date City of Atlantic Beach APPLICATION NUMBER Js _ Building Department (To be assigned by the Building Department.)R 800 Seminole Road F (� -0c 0�1 �r Atlantic Beach, Florida 32233-5445 V \ l U Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: its City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 7 Lcc Department review required Yes No Buildin Applicant: (A3/J ep'— lanning &Zoning (� Tree Admmis ra or Project: 1—� I� ['[ Q l� ublic Wor c i Public a 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/Denied. Reviewing Department First Review: ❑Approved. [:]Not applicable (Circle one.) Comments: e < BUILDING /ree,5 PLANNING &ZONING Reviewed by--6� Date 1- f 8 TREE ADMIN. Second Review: OA roved as revised. pp [-]Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by:` G%' Dater^2G 1 FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 CITY OF ATLANTIC BEACH 800 Seminole Road i Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS P'e'F-A[z Date o2 Revision to Issued Permit Corrections to Comments Permit# Project Address S Contractor/Contact Name ` Phone �� � �� Email Description of Proposed Revision/Corrections: Permit Fee Due$ Ar .01 Additional Increase in Building Value Additional S.F. By signing below,I 8 affirm the Revision is inclusive of the proposed changes. (p(rinted name) Signature of Contracto Age (Contractor must sign if increase in valuation) to (Office Use Only) Approved / Denied Not Applicable to Department Revision/Plan Review Comments D nt Review Required: Reviewed By Tree Administrator Public Worksl 9 201 Public Utilities 1 M A� �ZG— 18 Public Safety Date Fire Services k City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road �1t /,p /� Atlantic Beach, Florida 32233-544 ,t Phone(904)247-5826 - Fax(904)247-5845 V �� E-mail: building-dept@coab.us Date routed: � �Jttf_2 City web-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM required Yes No De artment review re Property Address: 1 ��p ` ���'�S (�- q Buildin Applicant: CAD 1\J t (Z-__ fanning &Zoning (� Tree Adminis a or Project: 1'ti (��l-T[ c:5 (� ublic Wor Public a 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: �pproved. ❑Denied. ❑Not applicable (Circle one.) Comments: rI BUILDING ` �GtirlS -1b IwDo_4b PLANNING & ZONING Reviewed by' ate: TREE ADMIN. Second Review: A roved as revised. ❑ pp []Denied. [-]Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. []Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 City of Atlantic Beach APPLICATION NUMBER J1 .,1Building Department (To be assigned by the Building Department.) 800 Seminole Road /-� Atlantic Beach, Florida 32233-5445 MAR 1 `V��� Phone (904)247-5826 • Fax(904)247-5845 018 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 _7( Department review required Yes-No- Building esNoBuildi Applicant: GO K)E{Z tanning &Zoning (� Tree Adminis or Project: 1—� ��rT c) ublic or c i Public a Fire Services Review fee $ Dept Signature v^'\ Other Agency Review or Permit Required Review or Receiptof Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [–]Approved. []Denied. of applicable (Circle one.) Comments: BUILDING Plans -Ivo 1av'3 'At �o�s�✓-�C' ,t PLANNING &ZONING Reviewed by:kf—z��t'l. ate: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PURL OKS Comments: 0C UTILITIES / / C/—I Y PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Building Permit Application Updated 5/5/17 : City of Atlantic Beach OFFICE COPD 800 Seminole Road, Atlantic Beach, FL 32233 MAR Q 2��8 ``'';t� Phone: (904) 247-5826 Fax: (904) 247-5845 Job Address: / / Se � /L✓� Permit 1, �t t N umMer: Leal Description J �� g p ///I r RE# 1`� 7 IJ Valuation of Work(Replacement Cost)$ D©d Heated/Cooled SF �1 e6 � (� on-Heated/Cooled • Class of Work(Circle one): ew Additiori Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: / ,,,/W Florida Product Approval# for multiple products use product approval form PropertV Owner Informati n Name: - v Address: City i State _Zip 2 ?� Phone U E-Mail Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information V'J Ws `T C .6 z�S_ CC�mat� Name of Company: Qualif i Ag t. AddressCityv � State zip Z2, Office Phone Job Site/Conti t Number O - State Certification/Registration# E-Mail p!w 6 Architect Name& Phone# 41t fa 9/• O 31 Engineer's Name& Phone# Q Workers Compensation Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORD NG YOUR NOTICE O COMMENCEMENT. (Signature of Owner or Agent) (Signature of Contractor) (including contractor) Si ped nd sworn to or affirmed)ibefore t is day of Signed and sworn to(or affirmed) before me this day of VA OXV\ 20 t byQ1� by ERIN F.KELLY g at, of Not (Signature of Notary) Je Notary Public,State of Florida Commission#FF 910710My comm.expires Aug.18,2019sona ly Known OR [ ] Personally Known OR [ ] Produced Identification [ ]Produced Identification Type of Identification: Type of Identification: TREE & VEGETATION AFFIDAVIT City of Atlantic Beach Department of Community Development Planning&Zoning Division 800 Seminole Road Atlantic Beach,FL 32233 J' J (P) 904 247-5800 (F) 904 247-5845 PERMIT# SECTION I -APPLICANT INFORMATION rj Owner(s) r Legal Authorized Agent* NAME OF APPLICANT ' NAME OF COMPANY ADDRESS OF COMPANY e PHONE CELL EMAIL l '� CONTRACTOR CERTIFICATION NUMBER �_ �8��9 ATLBCH BUSINESS TAX RECEIPT NUMBER / SECTION II -SITE INFORMATION STREET ADDRESS OF PROPERTY171 cJ P If an address has not been ass' ned to this property,contact the AB Building Department at(904)247-5826 to request an address. LEGAL DESCRIPTION i e— LOT BLOCK G SUBDIVISION r+- REAL ESTATE NUMBER 112 0� (fin W-: �OT OR PARCEL SIZE: 13,33 SQ FT AC RESIDENTIAL COMMERCIAL OTHER(SPECIFY) 1 affirm that 1 have reviewed the provisions of Chapter 23, 'Protection of Trees and Native Vegetation"of the Municipal Code of Ordinances for the City of Atlantic Beach, FL and/or I have participated in a pre-application meeting with the Administrator of those regulations. Subsequently, I affirm that W regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the above-dd o Wdierties in conjunction with this project. (I SIGN TURE OF�(OWNER SIGNATURE OF OWNER Signed and sworn before me on this day of by State of County of Identification verified: E4; *e ROSE ANNE LAR1?2A My COMMM-WON 0 FF197W8 Oath sworn: r Yes r No EXPIRES Febrary 10,2019 Not REV-NA-v10.12 My Commission expires: 7 l/ r FORMS FLORIDA BUILDING CODE, ENERGY CONSERVATION Residential Building Thermal Envelope Approach FORM R402-2017 Climate Zone ❑ Scope:Compliance with Section R401.2(1)of the Florida Building Code,Energy Conservation,shall be demonstrated by the use of Form R402 for single-and multiple-family residences of three stories or less in height,additions to existing residential buildings,alterations, renovations and building systems in existing buildings,as applicable.To comply,a building must meet or exceed all of the energy efficiency requirements on Table R402A and all applicable mandatory requirements summarized in Table R4028 of this form.If a building does not comply with this method,or by the UA Alternative method,it may still comply under Section R405 of the Florida Building Code,Energy Conservation. 1 PROJECT NAME Welts O cl d 4 t vh BUILDER: Owner AND ADDRESS: 17(.1 Sea Oaks Q- � OWNER: S �Y'I V PERMITTING OFFICE: A4 i'ant f_ be act o P1.• JURISDICTION NUMBER: WeLts 0TZ)ad PERMIT NUMBER: General Instructions: 1.Fill in all the applicable spaces of the"To Be Installed"column on Table R402A with the information requested.All"To Be Installed"values must be ' equal to or more efficient than the required levels. 2.Complete page 1 based on the"To Be Installed"column information. 3.Read the requirements of Table R402B and check each box to indicate your intent to comply with all applicable items. 4.Read,sign and date the"Prepared By"certification statement at the bottom of page 1.The owner or owner's agent must also sign and date the form. 1. New construction,addition,or existing building 1• gi -- 2. Single-family detached or multiple-family attached 2. _ 3. If multiple-family,number of units covered by this submission 3. 4. is this a worst case?(yes/no) 4. Ejeig2o -- 5. Conditioned floor area(sq.ft.) 5. 6. Windows,type and area a) U-tactor: 6a. -- b) Solar Heat Gain Coefficient(SHGC) 6b. O c) Area 6c. 7. Skylights _ a) 1.1-factor: 7a. b) Solar Heat Gain Coefficient(SHGC) 7b. -- �'- --. 8. Floor type,area or perimeter,and insulation: ' a) Slab-on-grade(R-value) 8a. b) Wood,raised(R-value) 8b. c) Wood,common(R-value) 8c. _ d) Concrete,raised(R-value) 8d. -- e) Concrete,common(R-value) 8e. 's 9. Wall type and insulation: a) Exterior: 1. Wood frame(insulation R-value) gal. 2. Masonry(Insulation R-value) 9a2. b) Adjacent: 1. Wood frame(insulation R-value) 9bl. 2. Masonry(Insulation R-value) 9b2. 10. Ceiling type and Insulation a) Attic(Insulation R-value) 1Oa. b) Single assembly(Insulation R-value) 1ob. -- 11. Airdistributionsystem: -A++ a) Duct location,insulation 11a. 'i b) AHU location l l b. - c) Total duct leakage.Test report attached. 11c. cfm/100 S.I. Yes E3 No❑ 1 12. Cooling system: a)type 12a• b)efficiency 12b. �t 13. Heating system: a)type 13a. I' b)efficiency 13b. 14. HVAC sizing calculation:attached 14. ___Yes❑ No 15. Water heating system: a)type 15a. i --- b)efficiency 15b. I hereby certify that the plans and specifications covered by this form are Review of plans and specifications covered by this form indicate ' in compliance w*h.thl. r '1 it bang C ,Energy Con ervatlon. compliance with the Florida Building Code,Energy Conservation.Before PREPARED BY _Date .I_f construction is complete,this building will be inspected for compliance in I hereby certify 'ding Is in compliance with the Florida Building accordance with Section 553.908,F.S. ' Code,Energy CI Q� CODE OFFICIAL: OWNER/AGENT Date: D Date:.. FLORIDA BUILDING CODE-ENERGY CONSERVATION,6th EDITION(2017) R-55 OFFICE COPY FORMS TABLE R402B MANDATORY REQUIREMENTS Component Section Summary of Requirement(s) Check Air leakage R402.4 To be caulked,gasketed,weatherstripped or otherwise sealed per Table R402.4.1.1.Recessed lighting:IC-rated as having<_2.0 cim tested to ASTM E 283. ' Windows and doors:0.3 cfm/sq.ft.(swinging doors:0.5 cfm/sf)when tested to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440. ' Fireplaces:Tight-fitting flue dampers&outdoor combustion air. Programmable R403.1.2 A programmable thermostat is required for the primary heating or cooling system. V thermostat R403.3.2 Ducts shall be tested as per Section R403.3.2 by either individuals as defined in Section 553.993(5)or(7),Florida ' Air distribution system R403.3.4 Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i),Florida Statutes.Air handling units are not allowed in attics. Water heaters R403.5 Comply with efficiencies In Table C404.2.Hot water pipes insulated to Z R-3 to kitchen outlets,other cases. Circulating systems to have an automatic or accessible manual OFF switch.Heat trap required for vertical pipe (j risers. ' Swimming pools&spas R403.10 Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat ' loss except if 70%of heat from site-recovered energy.Off/timer switch required.Gas heaters minimum thermal efficiency is 82%.Heat pump pool heaters minimum COP is 4.0. t Cooling/heating R403.7 Sizing calculation performed&attached.Special occasion cooling or heating capacity requires separate system or ' equipment variable capacity system. Lighting equipment R404.1 At least 75%of permanently installed lighting fixtures shall be high-efficacy lamps. 1 FLORIDA BUILDING CODE—ENERGY CONSERVATION,6th EDITION(2017) R-57 FORMS OFFICE COPY TABLE R402A i BUILDING COMPONENT PRESCRIPTIVE REQUIREM ' INSTALLED VALUES Climate Zone 1 Climate Zone 2 Windows U-Factor=NR LI-Fact =0.40Z �U-Factor= SHGC=0.25 SHGC= 5 SHGC= Skylights U-factor=0.75 U-factor=0. SHGC U-facto= ' SHGC=0.30 SHGC=0.30 Doors:Exterior door LI-factor=NR U-factor=0.40 U-factor= Floors: NR Slab-on-Grade NR R-Value= ' Over unconditioned spaces° R-13 R-13 Walls':Ext.and Adj. R-Value= Frame R-13 R 13 Mass R-Value= f Insulation on wall interior R-4 R-6 R-Value= Insulation on wall exterior R-3 R-4 I Ceilings' R=30 R=38 R-Value= FAlr iltration Blower door test Is required on the building envelope to verity leakage<_1 ACH; Total leakage=ACH test report provided to code official. Test re ort attached? Yes S No❑ stribution systems handling unit Not allowed in attic Location: ct R-value R-value>_R-8(supply in attics)or>_R-6(all other duct locations) R-Value= Air leakage': Duct test Postconstruction test Total It <_4 cfm/100 s.f. Total leakage= cfm/l00s.f. Rough-in test Total leakage<4 cfm/100 s.f.(air handler installed) Test report Attached? Yes❑ No❑ Total leakage<3 cfm/100 s.f.(air handler not installed) Location: Ducts in conditioned space Test not required if all ducts and AHU are in conditioned space Air conditioning system: Minimum federal standard required by NAECA': Central system<_65,000 Btu/h SEER 14.0 SEER= Room unit or PTAC EER[from Table C403.2.3(3)] EER= ' Other: See Tables C403.2.3(1)-(11) Heating system: Minimum federal standard required by NAE09: HSPF= f Heal pump<_65,000 Bluth HSPF 8.2 ' Gas furnace,non-weatherized AFUE 80°/6 AFUE= Oil furnace,non-weatherized AFUE 83% AFUE_ Other: ' Water heating system(storage type): Minimum federal standard required by NAECA': Electric' 40 gal:EF=0.92 Gallons= ' 50 gal:EF=0.90 Ga=Gas fired' 40 gal:EF=0.59 Gallons= 50 gal:EF=0.58 EF= ' Other(describe): NR=No requirement. ' (1)Each component present in the As Proposed home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method. (2)For impact rated fenestration complying with Section 8301.2.1.2 of the Florida Building Code,Residential or Section 1609.1.2 of the Florida Building Code, Building, the maximum U-factor shall be 0.65 in Climate Zone 2. An area-weighted average of U-factor and SHGC shall be accepted to meet the requirements,or up to 15 square feet of glazed fenestration area are exempted from the U-factor and SHGC requirement based on Sections R402.3.1, ' R402.3.2 and 8402.3.3. t (3)One side-(tinged opaque door assembly up to 24 square feet is exempted from this U-factor requirement. (4)R-values are for insulation material only as applied in accordance with manufacturer's installation instructions. For mass walls, the "interior of wall" f requirement must be met except if at least 50 percent of the insulation required for the"exterior of wall"is installed exterior of,or integral to,the wall. (5)Ducts&AHU installed"substantially leak free"per Section 8403.3.2.Test required 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.The total leakage test is not required for ducts and air handlers located entirely within the building thermal envelope. ' (6)Minimum efficiencies are those set by the National Appliance Energy Conservation Act of 1987 for typical residential equipment and are subject to NAECA rules and regulations. For other types of equipment, see Tables C403.2.3(1-1 1) of the Commercial Provisions of the Florida Building Corte, Energy ' Conservation. (7)For other electric storage volumes,minimum EF=0.97-(0.00132"volume). (8)For other natural gas storage volumes,minimum EF=0.67-(0.0019'volume). f R-56 FLORIDA BUILDING CODE—ENERGY CONSERVATION,6th EDITION(2017) OFFICE COPY , PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, A Project Name: / Permit Project Address: zz6z -Seg �p7s a As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuildin .or . Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging 2. Sliding 3. Sectional 4. Roll up 5. Automatic 6. Other B. WINDOWS 1. Single hung A a�' 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 i 12. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL, 1. Siding 2. Soffits 3. FIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 1.1. Other D.ROOFING PRODUCTS 1. Asphalt shingles 2. Underlayments 2 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 I c 17. Other 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 '� IJ 10. Deck-roof 1 l. Wall 12. Sheds 13. Other G. SKYLIGHTS 1. Skylight \ '`y 2. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones f listed in this document must be approved by the Building Official. f (Contractor Name) (Print Name) (Signature) Company Name: Mailing Address: City: / State: G __Zip Code: Telephone Number: Fax Number: ( ) Cell Phone Number: ( ) E-mail Address: � r i OFFICE COPY SILVER LINE WINDOWS AND DOORS S"� GENERAL NOTES: V1 SERIES/50 SERIES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND ONE 51LVER NE Dw MAN UFACT RED ILDING DE(FB WFOI THE CURRBEENE EVALUATED SINGLE—HUNG WINDOWS (2200/2300) NarrH B(9%12 C4228 90] FLORIDA BUILDING CODE(FBC)AND HAS BEEN EVALUATEDPNS zx�zze ACCORDING TO THE FOLLOWING: LD • AAMA/WDMA/CSA 101/I.S.2/A440-08/11 2. ADEQUACY OF THE EXISTING STRUCTURAL ty 8 V1' R CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 2 N = !r y WITHSTANDING AND TRANSFERRING APPLIED PRODUCTH 8 a ` S LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE y�N Z t ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF O INSTALLATION. H 3 F W a 3.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND O Z m ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTAl1ATX)N n THE TABLE OF CONTENTS RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD SHEET REVISION SHEET DESCRIPTIONIn a \ FOR THE PROJECT OF INSTALLATION. Iy 1 - GENERAL NOTES&GLAZING DETAILS > n 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC REMARKS BY DATE AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC 2 - ELEVATIONS&ANCHOR LAYOUTS SfTE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE 3 - VERTICAL SECTIONS 6TH FOC EDITION FM 10/17 FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC 4 - HORIZONTAL SECTIONS DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-MVNZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO S - ANCHOR DETAIL&SCHEDULE BE OBTAINED FROM MIAMI-DADE RER OR AHJ. rswu rim eE wnoolcto w rw[a Nrr m,wr.en•wraranwr,"•D•s.we 5. APPROVED IMPAR PROTECTIVE E SYSTEM REQUIRED ON xn•.IngrmnmK nn4 wuanwr.oiOnn THIS PRODUCT IN AREAS REQUIRI14G IMPACT RESISTANCE. '"""`"'"ro+Iss 006"'bR""t MOS•OP•^m•1D 6. WINDOW FRAME MATERIAL:PVC Digftgy���� OI P' — ,9ReasonIM yI• 9 7.GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS Deb. € CHARTS.SEE SHEET 4 FOR GLAZING DETAILS. SSB°O.A. `• . INSULATED GLASS •• ' • 7 _. DESIGN PRESSURE TABLE *q. PRODUCT MODEL SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING EXTERIOR INTERIOR � O•°., P•�•444 .• 2 2201/2301 36.0'X 62.0" 0/X +50/-50 PSI NON-IMPAR / i��iS`S,O„'` G` ��� NA 2201/2301 36.0"X72A" 0/X +45/-45 PSI NON-IMPACT \\ 'ipEl{1�•utT11% rE.alo�ry N. 2201/2301 S2.0'X 73.0' O/X +25/-25 PSI NON-IMPACT / x E:%=a=`W 2201/2301 48.0(ORIEL), O/X +20/-20 PSI NON-IMPACT WE���AIM�� (ORIEL) FL K: 2201/2301 48.0"X 84.0' 0/X +20/-20 PSI NON-IMPACT F L 14911 2201/2301 48.0'X 63.0' O/X +35/-35 PSI NON-IMPAR 6 2202/2302 96.0'X 72.0" O/X-O/X +15/-15 PSI NON-IMPAR _ GATE: 09,20.17 2202/2302 84.0"X84.0• O/X-O/X +15/-15 PSI NON-IMPACT 1/2"MIN.GLASS GLAZING DETAIL DWG.CL cHKHF BITE CL 2202/2302 71.5'X 72.0' O/X-0/X +25/-25 PSI NON-IMPACT SCALE: NTS 2203/2303 108.0"X 72.0" O/X-O/X-O/X +25/-25 PSI NON-IMPAR DWG.a: SW D019 2203/2303 108.0"X 77.0' 0/X-0/X-0/1( +20/-20 PSI NON-IMPAR SHEET: GLAZING NOTE: • GLASS THICKNESS AND TYPE SHALL �I COMPLY WITH ASTM E-1300 GLASS U CHARTS REQUIREMENT OF 4 a Silver Line a AArKIr rseri UNIT MAX. UNIT MAX. WIDTH 48.0' a WIDTH 52.0" MAX. D.LO MAX. A WIWIDTHDTH 43.69" UNIT MAX. WIDTH%.0' WIDTH 47.69" 3 D-LO MAX. nonrN enur�iswrcx,wnor A WIDTH43.S" 3 A l7 1 4 it 20p 4R� .,0. C v D. X D.L.O.MAX. ..p.. - " ry +�ag 4 HEIGHT D.L.O.HEIGHT O 'O" 4 HEIGHT '^N Z H 39.0" UNIT 62.0" !39.0" O J. E UNIT MAX. UNIT 4 3 MAX. HEIGHT MAX. �n O m HEIGHT 96.0" HEIGHT h Z 'm 84.0" 84.0" 3 W < a A X. F 4 D.L.O.MAX. 4 .X X. " .X.. HEIGHT 4 28.0" REMARKS BY DATE 6TH FBC EDITION FM 10/17 ELEVATION ELEVATION ELEVATION NO LWl nm R.E'b011®M MnON ql/IR wnnaur wma mrginra r�awsonora nc ORIEL rrmns ro rws ooancrrt u[nor rawrn o uo II CORNER(TYP.) ��O�t III 2.0"FROM I 4.5"MAX.(TYP.) `� ll /i CORNER(TYP.) _ ,j"; � {.�4.5"MAX.(TYP.) 2.0'FROM I I CORNER MP.)) 4.5"MAX.(TYP.) �o <u ir (TYP.), .0. /// ONN 46"00 Vk�Z'4 uy �!E Mw MEW.6W 11� 4.5'MAX.(nP.)� rfic�vm 7�]OD�� FL K: 4.5"MAX.(TYP.)J F L 14911 v ..X. X. X. .,X,. DATE: 09.20.17 DWG.BY: CHK.BY: 2.0"FROM 2.0'FROM 2.0"FROM CL HFN CORNER MP.) CORNER(TYP.) CORNER(TYP.) NTS f SCALE. �— �— DWG" SWD019 ANCHOR LAYOUT ANCHOR LAYOUT ANCHOR LAYOUT SHEET: NAIL FIN NAIL FIN NAIL FIN OF 4 Silver Line S gMtdeis&h x ONE SILVERLINE DRIVE NORTH M-S-cx,N W%R PH t8001 234 1228 Z Z n4 E K 9 .== 3 0 W` Z ul OJ�3 3 UNIT MAX. WIDTH 108.0" LA D,LO MAX. W 2 m WIDTH 31.69' �S 3.0"FROM CORNER J N w a a A 3 —.1 4.5"MAX.(TYP.) j n I REMARKS BY DATE / 6TH FBC EDITION FM 10/17 C D.LO.MAX. 4 HEIGHT "O" "O" •O" 8 35.50" UNIT 4swu No*eE�RR�ooruo M w.ac aR R.n MAX. ur wRme.m+u «xRsoole ours.Iw< HEIGHT 77.0' 4.5"MAX.(TYP.) A 0 \\{111111/x,/ 4 „X• X„ S F. O 2 0"FROM ��. �••• 'QO i CORNER(TYP.) 70�; S ELEVATION s, ANCHOR LAYOUT �.,,���ONAL ` NAIL FIN sFLOMA 64b{�I.ft 73M >t!C�� 1V0. Sle IR aW-OF YIOIQA 20M FL M: FL14911 DATE: 09.20.17 9 DWG.BY: CHK.BY: CL I HFN SCALE: NTS DWG.a: SWD019 SHEET: LSD OF 4 } Silver Line a MtWerwn EO O�QO M SIWALIK D81VE NCRTN MUNSW NI 08902 23/1228 l7 _^ Z -W.IS aQ�rt#R� s$a � O Ln D a m m SEE GLAZING Z w o DETAIL SHEET 1 = 3 s 3 W a N v REMARKS BY DATE 3 = O 6TH FBC EDITION FM 10/17 A VERTICAL SECTION EXTERIOR O INTERIOR 3 Aftl fNAIt NOi R NlNipgXfO M Ywglf 011/AIR QwIMDIR wNliiw CONffNr p YAtOI11G DAO3 SNC. F REAMN6,ADDrtgNS NMGNCNIMy M 01MA W.ImMGt TO irM COME VFIEYrt[D AND i` ES F. O iii GAOL o SEE GLAZING t �o/ DETAIL SHEET 1 _* •: J *' �O�• L T P• •� ` 2 NOEIS H hbw pE fID1�A�L Et 1]11! sw owe ACMK PLi me FW MT. 21M FL k: FL14911 DATE: 09.20.17 9 DWG.BY: CMK.BY: CL HFN SCALE: NTS DWG.#: SWD019 SHEET: _2L4,) Silver Line tyAndeKch ONE SILVERUNE DRIVE NORTH BRUNSwla.W O"W M t0ft 23!12 Z kD SEE GLAZING SEE NOTE 1 Di$ O 3 DETAIL SHEET 1 INTERIOR ti Zcc a s F 7 1 SEE GLAZING SEE GLAZING vW 3 o DETAIL SHEET 1 ��G� DETAIL SHEET 1 U)O m D � m SEE GLAZING w Z s D 0°0 DETAILSHEETI W 3 W � n D REMARKS BY DATE 2 6TH FRC EDITION FM 10/17 R �O �a � NOi Y n[gpq,c(0 w whY[d1 YMi E WNRUI CM{rrt M MI"SRNG daNi INC D.L.O. EXTERIOR D.L.O. ,,,�,*<°"`„o w.nws*o r.n ooaLcn -MAX.FRAME WIDTH a ``��RNlnrryrrri q ``����ES F. O q HORIZONTAL SECTION HORIZONTAL SECTION HORIZONTAL SECTION ; r: % 0 , 4 OPERABLE JAMB 4 MULLION 4 FIXED JAMB * : 7 o NOTES: ••,9C 1. REINFORCEMENT REQUIRED FOR: SS 48.0"X 84.0",O/X,DESIGN PRESSURE+20/-20 ����J"ONAL_ 36.0"X 72.0",O/X,DESIGN PRESSURE+45/-45 Ins��1 .E vt FLOIBOR PL N"73 48.0"X 63.0",O/X,DESIGN PRESSURE+35/-35 �n RR CMT.W RIrINU IM N Don FL a: FL14911 DATE: 09.20.17 q DWG.BY: CNK.BY: CL HFN SCALE: NTS DWG.N: SWD019 SHEET: V OF 4 Silver Line a MIN. °+Mddsen EDGE DISTANCE MAX, SHIM SPACE EXTERIOR O INTERIOR ONE srvLwwc o+rv[ SUBSTRATE BY OTHERS ran�snuNsvncK w aum 3/8"MAX. °N(8ft 2344M SHIM SPACE Z A MIN. j u O EDGE DISTANCE Q g 4 R If NOTE: N$ o = MIN. HEAD AND JAMB HAVE W 6 s EMBEDMENT z a p 3 SUBSTRATE BY OTHERS SIMILAR DETAILS h 3 0 W s Q LnQ m 2 � m 0 MIN. EMBEDMENT Ln a j a A ANCHOR DETAIL j ANCHOR DETAIL NOTE: REMARKS BY GATE T 1. LOCATION OF BUCK OR 6TH FBC EDITION FM 10/17 L► 5 5 NAIL FIN(SKNAIL FIN(JAMB) WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1" MIN.CENTER TO CENTER SPACING BETWEEN ANCHORS INSTALLATION NOTES: SUCH THAT MAX.O.C.SPACING rovruwrwwwop,nowww[a�nwr SPECIFIED IS NOT EXCEEDED. mums.+oarwts.�.aaaartwc.a onn I. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2, BUCK MAY BE FLUSH WITH +msoausewruu.orwwwrnn".o 1/4"ITW TAPCON AN*NE FACE OF THE BLOCK. 2. THE NUMBER OF BE USED FOR PRODUCfA INSTAU.AT ON Of THEDEPICTED MAXIMUM SIZE LISTED. NUMBER OF ANCHORS TO q"FROM COR ```��S��S F 16"MAX.O.C.THEREA2X WOOD BUCK OF SUFFICIENT Q 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/2 INCH THE DEPICTED DEPTH TO FULLY SUPPORT LOCATION&SPACING IN THE ANCHOR LAYOUT DETAILS(I.E.,WITHOUT CONSIDERATION OF WINDOW FRAME. _� �'• "O TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE BY OTHERS NEXT. F 11/4"MIN. _ TJr4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM EMBEDMENT11/2"MIN.EDGEO ALLOWABLE SHIM STACKTO BE 1/41NCH.SHIM WHERE SPACE OF 1/161NCH OR GREATER DISTANT ��'n�.••••.•••• •,.•'G�`�� 3S OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. �+ • NA1- S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT 2"MIN.EDGE LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. DISTANCE CONCRETE/MASONRY �.IOP&w �W.a nva we BY OTHERS 7°t00MA""�R`w"° 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT FM CM..OF sale MATERIAL OR HAVE A CORROSION RESISTANT COATING. FLM: BUCK INSTALLATION DETAIL FL14911 7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR �f JOINT INTO FACE SHELL OF BLOCK. ANCHOR SCHEDULE DATE: 09.20.17 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S DWG.BY: CHK.BY: INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH METHOD SUBSTRATE ANCHOR SCHEDULEMIN EMBEDMENT MIN.EDGE FROM CL H FN STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. DISTANCE CORNERS SLE, NTS WOOD:MIN. p8 WOOD SCREW 1.5" 0.75" 2' sG=o.sS DWG.M: SWD019 NAIL FIN METAL'18 GAUGE 3 THREADS MIN SHEET: Steel,MIN.Fy=33KSI #8 TEK SCREW PENETRATION BEYOND 0.75' 2' L� METAL N�JI OF 4 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' OFFICE C0 RE: J170534 - Sea Oats -Todd & Etta Wells MITek USA, Inc. Site Information: 6904 Parke East Blvd. Tampg,�L 3610-.4115 Customer Info: Jax- House Project Name: Sea Oats-Todd & Etta Wells Model: Howee ons ruction Lot/Block: Subdivision: Address: 1761 Sea Oats Dr. City: Atlantic Beach State: FL Name Address and �ii nse,#,of Structural Engineer of Record, If there is one,for the building. Name: r,q R • Fa i G I F E' License#: Jl$4 Address:zIV3 N A 1 I.•tL�F_7+,. �,+-,r IA City: -S-c1 X•l F.L 32—z-t I- State -- General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 32.0 psf Floor Load: N/A psf This package includes 1 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, 1 hereby certify that i am the Truss Design Engineer and this index sheet conforms to 611315-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. Seal# I Truss Name Date 1 IT13615815 IA01 3/27/18 The truss drawing(s)referenced above have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Manning Building Supplies. GE•N 5�.; Truss Design Engineer's Name: Albani, Thomas No 39380 My license renewal date for the state of Florida is February 28,2019. IMPORTANT NOTE:The seal on these truss component designs is a certification '•, STATE O F 441that 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 .(�'•,A` p �� shown(e.g.,loads,supports,dimensions,shapes and design codes),which wereii,�Si' O R �•'•��,�� Ile to MiTek. Any project specific information included is for MiTek's customers i; &/ •' A•�E file reference purpose only,and was not taken into account in the preparation of �//I A; these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Thomas A.Albani PE No.39380 should verify applicability of design parameters and properly incorporate these designs MiTek USA,Inc.FL Cert 6634 into the overall building design per ANSUTPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 Albani,Thomas 1 of 1 Job Tntas Truss Type Qty Ply Sea Oats-Todd&Etta Wells —' 713615815 J170534 A01 ROOF SPECIAL 16 1 eferen do lar Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Tue Mar 27 15:48:48 2018 Page 1 I D:kO_gUxjouh98sru5FSsS9nzcfPH-DvKUyCzAcwKwwZyhglL W aa7cnkiTBzHtWSOysVzWhRD I_ 63.8 10.0-0 13-8-8 1 __-- ?0.0-0- 638 3-68 3-68 6-3.8 Scale=1:33.7 6x6= 3 4.00 12 2 4 12 13 6x6= 6x6= 1 5 N h inn I� 6-34 13-8-6 20-0.0 6-3-8 7.5-0 6-M Plate Offsets XY, - 12:0.1-6.Edae).[3 0-3-0.EdW [4:0-1.6.E" LOADING (paf) SPACING- 1-4-0 CSI. DEFL. In (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.59 8-11 >400 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -1.15 8-11 >206 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.73 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-MP Weight:75 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x8 SP DSS TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-11 oc bracing. REACTIONS. (Ib/size) 1=427/0-3.8,5=425/0-3-8 Max Horz 1=33(LC 11) Max Uplift 1=-171(LC 12),5=-172(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1650/963,3-4=-1651/962 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;8=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Intertor(1)3-1-12 to 10-0-0,Exterior(2) 10-0-0 to 13-0-2 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 fora 10.0 psf bottom chord live load nonconcumant with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing atjoint(s)1,5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)except(jt=ib) 1=171,5=172. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: March 27,2018 A WARNING-Vw*daalpn paramehn and READ NOTES ON TMS AND INCLUDED WTEK REFERENCE PAGE AW7473 rev.1"IW 5 aEFORE USE Design valid for use only with MlTsM connectors,This design is basad only upon paratnelers strewn,and is for an individual building component,not a truss system.Before use,the binding designer must verify the appkablity of design parameters and property Incorporate tints design Into the overact building design. Bracing indicated is to prevent budding of individual true web and/or chord members only. Additional temporary and permanent braong 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 fusses and tuns systems.an ANSVTPe1 Oualtity,Crltarla,DSO-49 and RCS1 aur i Satoty WmnaUan availioi kaon Truss PW&kaftse,218 M Lea SVset SWb 312,AlavlQds,VA 22314 ��component 8904 Parke F&at BIW. i _ _ Tampa,FL 36610 j All daNrls for error or debctHfe material must be mads within 5 days of receipt of goods and prior to installation.Otherwise,said claim will be denied. _ a CPJMMA . Poor Favor..__..__ Tap Chord Um Load 20.00 40.00 p.s./. Top Chord Dead Wad 7.00 10.00 p.aJ. Bottom Chord Live Wad 0.00 0.00 p.sL Bomm Chord Dad Wad 5.00 5.00 p.s.f. Told Wad 37 55 psl; --__ F ---- 10-0600 _ — 10.0600 f>,taYon Furor L25 t00 B A&V Code FBC 2014 RES - 4r _,__, f , Wind StandaTd ASCE 7-10 Wind Speedm.p.h. r0 Wnd Usage RES.CAT BuiditExposure TYPS Closed - NOTE f sria wrwraYarw.rweeyi.r>wrab 1 4 L_ \`_.-12 r rirMrrt �:rb Eras 60000 X00 usrrw p/orarr rra.l oeor b hbryon - ---- ---- ------- -- ---- — I irvrrswaso sreor,n.mra mruaira.wp.. i repdaaM ees reUtl b Mae Oaavead n NTG i-rb0.5 , (aamala tasM I.q.Acmr,Wgy,R astinra wry '. rbpdYtir b M M mrubugpr Oealpn.Va,M,Da. AIMb6r Iedb6b M aebrran rtl GrbcYe album Warning: caeoea-er s..`p..brsw rwrrrs.rrr raro n rwr '.M•/MaY04'db Mi101Y.Oar araealbvard Ibe p.MM ar.hose.*q lrawMalMsrab y� weak V'ar�M�ab rrssg_daa bq'e-V u i �1/W W � ��Ysmsiwl dsie s1Y[A,may f>�ngisE n by nmsenbass�y 1�)b A/M+nbrrnren. .lnabr al/b rlYarb•rsbrf e,b ywaM posian. M/eee atrrMeb eaMOpe4y b M by anbb Castro arras 7rierba>l1/a i rkavrbPMf bniP dP�.b'.✓WaY 1 1 m 1 _..:; %Q •V Engineer of Record: n1-04-00 n V \ No Engineer of Record on file 1-04-00 +1-04-00 O \' S>i t - -61enTngSulding BS Supplies,INC. .M...�.-. 11165 RM�f+st 7732 d.E. JaMamaM. L 1D4 1 \17 `V P o u'49N)1164713 Rt&SJMMPS T, ,n JY-Nalrw Sea Wb-Todd&EVA Wei —_—_ 1791 SM OPM Dr.A9nMa bsmch,FL I FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197._. SLUELINX ON-CENTER-LVL 18993... BLUELINX ON-CENTER BLIJOIST 7427.... BLUELINX ON-CENTER RIMBOARD 7427 N.T.S 2019 IJ170. All c dms for error or defective material must be made within 5 days of receipt of goods and prior to installation.Otherwise,said claim will be denied. _ LOAO CNTWM Poor Floor ' j Tap Gad Lin Load 20.00 40.0 v.•.tl Tap Clad Dud Load 7.00 i 10.00 PAL mlmr Gad LM load 0.00 0.00 Pali I mem aad o..d Laad 04.00 0400 P.r.a Tow Load v as P.a.r, 10-00-00 1040-00Duron Fetor t25 1.00 � _ aCoes Fbc ems WS � r Wind Standard A90E 7.10 4 -...__. ` and So-d SPA and Usage RE9.CAT Bump Type cloaad NOTE — �i �` IYNAryruryMrrYbr�elrerrr�irar�b rhvpr Zd 7-0600_ _ !-00-00 ___--..__ ...�m�■wrMlrwrs.��wre.ayr.,were. 2040-00 .u r aawwler rtw ww.b bbkAbn pY1l�rN erba b lOr dAWtW b WMA I IM r.raor u r>'_w.A[mrtlrdy.a d d ft Any nlpynrwr b b M MltlMu d..Wl awiq\ OnaMrllbrhhllq Ye irO�bOnr1�p W Y9 a/Yur� �wAOr`IM�_rtlq_AMt ._ Warning: cen.r.brt..rhr.NOYm.�dM/r.�rr1 rrlq Y u»ruoeirrarslhr bru awpr/Irb au.hboe.r,o ew A1rAl��/rrR�alelr N WIIrMO b '1MI(/OYeWM/Mb w^rha awieYry reYaY 2040-M ..�+.e+ry rrhbiw�rp � r�Nwwwrd� hrrarrrrrs hhearw wr�rrr/b•+elerp.raerla naNr,6.regrrhrrrreey rrtirtrrr. ' mea.hn.r rrrrs/r�rirrrreghbeu a.rhA r�...rrrrre.sarhe.rehrreho !� Ym bP�w�1�e�Ar1r—rdn•--�—J 1-04-00 '1-04-00 1.04-00 1.04-00 1-04-00 $ Engineer of Record: NI 1-04.00 N No Engineer of Record on file f NW— nning ilding 1 Supplies INC. 11165 AJp ftt"p.E. 1 AmiNe.R TfT56 BS �aa� 1 CO. au OMs.Todd a Eea Web 17el 9u ora Dr.Arhhnre beech,FL r RI ---per:�--,sr - FLODA PRODUCT APPROVAL CODES: MITEK PLATES 2197.... BLUELINX ON-CENTER-LVL 18993... BLUELINX ON-CENTER BU-JOIST 7427.... BLUELINX ON-CENTER RIMBOARD 7427 N.T.9. Rota BB 'A170a3s Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x,y 64-8 1 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 14 offsets are indicated. � (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. Cis cls 2. Truss bracing must be designed by an engineer.For 0316 r� 4 wide truss spacing,individual lateral braces themselves WEBS 4z, may require bracing,or alternative Tor I O v �''' 3 3 0 bracing should be considered. 0 't O 3. Never exceed the design loading shown and never EL U stack materials on inadequately braced trusses. 0 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate 7 f__ designer,erection supervisor,property owner and Plates 0- "+(F from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANS1rrPI 1. �- connectorlates. THE LEFT. p 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. 8. Unless otherwise noted,moisture content of lumber software or upon request. shall not exceed 191h at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-1311, ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is ER-3907, ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the speed. by text in the bracing section of the truss unless otherwise Shown. 13.Top chords must be sheathed or pudins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSlfTPI 1 14.Bottom chords require lateral bracing at 10 R spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but 0 2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 11.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. ��6 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. is pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. d BCSI: Building Component Safety Information, MiTek 20•Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015