Loading...
435 Osprey Key RESA19-0019 Sunroom ,rsI.A.,,f%,, RESIDENTIAL OTHER PERMIT PERMIT NUMBER u'i° RESA19-0019 �� � CITY OF ATLANTIC BEACH IssuED: 11/4/2019 800 SEMINOLE ROAD-°::" ATLANTIC BEACH. FL 32233 EXPIRES: 5/2/2020 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: RESIDENTIAL OTHER SINGLE OR 435 OSPREY KEY TWO FAMILY RESIDENTIAL SUNROOM $10500.00 OTHER TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 172027 5082 SELVA LAKES COMPANY: ADDRESS: CITY: STATE: ZIP: DAVID WESLEYS PATIO 2507 CORTEZ ROAD JACKSONVILLE FL 32246 ROOMS OWNER: ADDRESS: CITY: STATE: ZIP: HICKEY MICHAEL J ET AL 435 OSPREY KEY ATLANTIC BEACH FL 32233-4367 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. Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 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. Issued Date: 11/4/2019 1 of 2 3 RESIDENTIAL OTHER PERMIT PERMIT NUMBER - '; RESA19-0019 5-, CITY OF ATLANTIC BEACH ,r. ISSUED: 11/4/2019 800 SEMINOLE ROAD ATLANTIC BEACH. FL 32233 EXPIRES: 5/2/2020 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 3 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells, Inc.,Republic Services, Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City right-of-way. 4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 5 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 6 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $105.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $52.50 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.11 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.08 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $412.69 Issued Date: 11/4/2019 2 of 2 ,,:5L-An,yr.; City of Atlantic Beach APPLICATION NUMBER cS \ Building Department (To be assigned by the Building Department.) . 800 Seminole Road LL,, G� 151111.—•- Atlantic Beach, Florida 32233-5445 '� ES tel, 1 - O Phone(904)247-5826 • Fax(904)247-5845 I' t Fi�it�: E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 4 .5 OS P R G -( kE1Department review required Yes No yA 1 uildin +✓ Applicant: OM( ►(J VV G..-,SLE-iii S PPcno pp arming &Zonin TreeAdministrator Project: .2 U iv(Z.00N\ u is or<s public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection 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. E6enied. ❑Not applicable (Circle one.) Comments: No c., BUILDIN /'' PLANNING &ZONING Reviewed by: Date: d l TREE ADMIN. Second Review: 4roved as revised. ['Denied. ❑Not applicable PUBLIC WORKS Comments: special npi-{ c,„_ ,;,s,4110,,, 6 P e ro%i 1. Apo row a,/ PUBLIC UTILITIES p Obh15 IQ.`) Wo 1'k'S. PUBLIC SAFETY Reviewed by: L4 in Date: IQ'? q•a-cuq / FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ( 7rI Building Permit Application Updated 10/9/18 J City of Atlantic Beach Building Department OFFICE COPY **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY IS REQUIRED. Phone: ( 04) 247-5826 E aalll: Build -Det cows COI C� Job Address: c� ,_5114-"( li-4-).-/ /hal• i Permit Number: RET\ I 1 OO ` Legal Description 5e,/1/0La-ke s1 1-0-71 'td "T/5S MI aS -D? RE# /1076021. SOS,R• Valuation of Work(Replacement Cost)$ /61 ,c--6D Heated/Cooled SF 0Non-Heated/Cooled 19 J • Class of Work: ❑New d•Addition ❑Alteration ❑Repair cMove ❑Demo ❑Pool ❑WindDo • Use of existing/proposed structure(s): ❑Commercial Residential i N. �---. • If an existing structure,is a fire sprinkler system installed?: ❑Yes ORd: /v4 • Will tree(s)be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) QQ Describe in detail the type of work to be performed: Cul L5 Lc/V re()n'1 Al 6.0 (S./a-Z. F Ud!np f oa Y*3 e't Florida Product Approval# QuL P for multiple producu e prTycapp p a ormF 'it' ° r,. .,;ticeach, 1-1- Property wner Infor tion Name •ke �' 4� /1Ci e City -lie 0.0jtate Address 3� t 3f j ce7 'Zip, 07074.3 Phone E-Mail e-1 6O 0-1/1 • AJ%- Owner or Agent(If Agent,Pow of Attorney or Agency Letter Required) Contractor Infor _ion '' 11 . Name of Company pI Aj,..C��ee//,,���`? '1% (1l.S Qualifying Agent Address 9QV A /444. 10n Puo..r L IL3/7 City State Zip Office Phone /0 Job Site Contact Numbeff - State Certification/Registration# �SeC «/14'1012E-Mail Cunei. ,p6d[L2in ,„oe ?inc�I/• 0On') Architect Name& Phone# / Engineer's Name&Phone# / W Workers Compensation Insurer OR Exempt/Expiration Date (a I— , i/yco Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or instal r iorrtia9 Z 0 commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regutat(ng i— 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 Z W permit,there may be additional restrictions applicable to this property that may be found in the public records of this cout4ty,and U it; there may be additional permits required from other governmental entities such as water management districts,state ag ties,or ,7 federal agencies. 1 ` . 2 OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance wR a1 F. c - applicable laws regulating construction and zoning. `� I W W WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAYO 4i Ili m RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU II ENIJ a °w TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER 0 �►N ORNEY BEFORE w u L RECORDING YOUR NOTICE OF COMMENCEMENT. > w r' IZ i l — ,-• (Signature of Owner or Agent) ir, , (Signa Jr e• and sworn to(or affirme b for 4etc if,11,day of gn d d sworn to for abffirm Before me tt)��tl Yr91. e,ici iga'ature of Signature df Notary)NOTARY t tPY PUBLIC - PUBLIC - Comm.a#GG 129755 Comm.#GG 129 es5 - ' - My Comm .Expires [ ]P�onally Known OR My Comm.Exp [ ]Personally Known OR Jul 31,2021 Jul 31,2021 Q Produced Identification % S Q• ` (`}Produced Identification I i ' 60 Type of Identification: OC-4 %��47 Cls 'N Type of Identification: °�'it F\O�� ` CA- Oc { OFFICE COPY Revision Request/Correction to Comments **ALL INFORMATION $14, HIGHLIGHTED IN '° City of Atlantic Beach Building Department GRAY IS REQUIRED. i 800 Seminole Rd, Atlantic Beach, FL 32233 t n Phone: (904) 247-5826 Email: Buil ' -Dept@coab.us PERMIT#: \ 5 R N ❑ Revision to Issued Permit OR ft,4 Corr ctions to Corn 6C .1{5,5-- -nts Date: /SAY X/7 r Project Address: 6,.ip(44/ 7ty / � -74‘e ac/.. V d'•o?,1 Contractor/Contact Name: „___D 64,A,(CY QJ LQti ,a Zgo Si �J Contact Phone: `x,1,3 . 6 7 2 Email: /�Sd r f ayr/44 /• ('0(11 Description of Proposed Revision/Corrections: 1\ e, 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: (Office Use Only) [1 Approved CI Denied CI Not Applicable to Department Permit Fee Du $ ,-0 00 Revision/Plan Review Comments i)ecia / Jig '� fog- , 1I1aI/-,Y S' IC) CGr// iaK— ,'r o �roAcci'e /A/C.4"eS pi dos s s/t?- /Y/se) p o/.05 troo a Otaval a -� Pc/61 z Woe ks. De aliment Review Required: B ildin rift _Planning&Zoning -• eviewed By Tree Administrator Public Works • Public Utilities /U ' p9. 7 - 9011 Public Safety Date Fire Services Updated 10/17/18 • 7• .-1-1-D•\,\--): , .) CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD ` " �r OFFICE 1�F ICE COPY ATLANTIC BEACH, FL 32233 I (904) 247-5800 BUILDING REVIEW COMMENTS Date: 10/21/2019 Permit#: RESA19-0019 _ Site Address: 435 OSPREY KEY Review Status: Denied RE#: 172027 5082 Applicant: DAVID WESLEYS PATIO ROOMS Property Owner: HICKEY MICHAEL J ET AL Email: AMY.GOODWIN1000@GMAIL.COM Email: HICKEYSARAH@BELLSOUTH.NET Phone: 9049980300 . Phone: 9047036349 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. Requesting that 2 affidavits be submitted to complete this application for permitting the Sunro m. Please fill them out completely. A PDF will be attached that has both affidavits from the City o Atlantic Beach, FL. . 2. Upon doing the final inspection for the sunroom it will be required that the installation instruct' ns be on site for the windows and doors and that all fasteners for those installation be completely exp ed. Inspectors will not remove any finish trim work to expose fasteners. 3. Also,the Building Official is requesting that a same day inspection be done on the attatiment of all metal channel/framing to the host structure and slab. We will work with you on this. Please don't hesitate to call in an In Progress Framing for a Sunroom enclosure. You will be instructed how to reach the inspectors the day you need them. /1\) 10 -J9-()°1 61 Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mj ones@coab.us Resubmittal Notes: NOTICE OF COMMENCEMENT OFFICE COPY Pe r-m f eb"vk '°0/9 State of r . Tax Folio No. County ofJaA To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in thisTI E OF OM ENCEMENT. Legal Description of property being improved: I0-f #111.6fUd. G c _ / / 5 /C --c5 • 6) ' Ef Address of property being improved: _ Ad 1^tLe- / l, i/ _ . e' a Ir General description of improvements: ( __0.A.L600!n Owner: Il , __'_ Address: Is-r- .L 't „n4c �' L Owner's interest in site of the improvement: /OU'(a 'l 4233 _ Fee Simple Titleholder(if other than owner): Name: m o 0 2 c o David Wesley Patio Rooms 0,z 0 3 Contractor: ozza7 N 99b i Atlantic Blvd,Suite 317-5 m P o N (O Address: Jackeonwile,FL 32225 0 T cn o( N wWNa mN, o, Telephone No.: Fax No: o o 0 o n c° C Surety(if any) m; z cc Address: Amount of Bond$ o> Telephone No: Fax No: o -t Name and address of any person making a loan for the construction of the improvements o o r Name: c xj c --1 _ Address: o c Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served:Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): _ THIS SPACE FOR RECORDER'S USE ONLY OWNER ,,,,t t t ��' Signed: Dom` P�G wit Before me this day of A �L r' •L7I intiCounty of Duval,State. Of Florida,has personally appeared I i PI'n NOTARY Notary Public at Large,State of Florida,County of Duval. PUBLIC — Comm.#GG 129755 My commission expires: = My COMM EYpirPe Personally Known: Jul 31,2021 or Produced Identification: .. �'�� ���P•` '.., PF OF F\--O �.` 1/0;%1%%%° Selva Lakes Homeowners Association, Inc. SIB awilio P fl c/o Selva Lakes Homeowners Association, Inc. P.O. Box 331365 Atlantic Beach, FL 32233 Customer Care: Fax: OFFICE ��I Website: selvalakes.com COPY Date: October 04, 2019 Project Ref: [56099293] 435 Osprey Key Sarah &Mike Hickey 435 Osprey Key Atlantic Beach FL 32233 Dear Sarah & Mike Hickey, For the listed project item(s): House Addition I am pleased to inform you that the Selva Lakes Homeowners Association Inc Architectural Committee has approved your application with the following stipulations: Hardie Panel-Vertical siding in "Sierra 8" The approval is contingent upon compliance with the specifications set forth in the approved application. If your change or addition requires a county, city or state permit, it is the responsibility of the homeowner to obtain this before starting construction. Please do not reply to this message. If you have any questions or need to provide additional information,please e-mail us at aresla@gmail.com. Sincerely, The ARC Committee OFFICE COPY AFFIDAVIT FOR ATTACHING A NEW STRUCTURE TO AN EXISTING STRUCTURE TO: Building Inspection Department,City of tlantic Beach, 800 Seminole Road Home Owner: al;Iw 4- (Sa,rqiri Name 4 V S y / Q/l � �efi Z 2,2.2,33Street Address / City. State and Zip Code Contractor: David Wesley Patio Rooms 9951 Atlantic Blvd,Suite 317-5 Permit Number 1- tyzfl Jacksonville,FL 32225 Z;"- 5n / q-aalq As the Contractor for the proposed new structure located at the above address,I have personally viewed with the above named home owner those portions of the existing structure on which portions of the proposed new structure are to be attached for structural support.I am confident that the drawings and details included with this permit application depict the existing conditions of the host structure,and the members of the existing structure upon which the new structure are to be attached are sound with no rot or deterioration. The home owner has been advised by me that, in my best judgment based on experience and knowledge of structural adequacy,the members of the existing structure upon which the new structure are to be attached are sound with no rot or deterioration and will support all structural loads and forces imposed on them. By signing below,I hereby declare that I will hold the City of Atlantic Beach harmless and release it from any responsibility and liability for any adverse consequences or failures resulting from this work,and further that I will not initiate,execute or enjoin any legal action against the City of Atlantic Beach for such consequences or failures. A copy of this document will be recorded as an official record with the Building Inspection Department permit history so that any and all future buyers/owners of this property may be made aware of the status of work performed on this structure. Signed , .r ,% , _�--- ip, Date/ /" / /7 All Before me this, day of tirg ? In the County of Duval, State of Florida,has personally appeared ttitr,` ,,,`iDaut d (Jt AI4.. herein by himself/herself and , PSD4/� ':\N` GO ,ice Affi all stat- ren and declarations herein are true and accurate. NOTARY PUBLIC _ 1 Comm.#GG 129755 My Comm.Expires ad ) i - Ju1 31,2021 Not. ' die at Large State of , County of if, `�-q O ��P;` Personally Known or Produced Identification' ��,,T r. of F� ��� ID Type irrrrrrtto F:building/affidavit for attaching a new structure to an existing structure.docx 7/21/09 OFFICE COPY HOMEOWNER SUNROOM ENCLOSURE AFFIDAVIT The purpose of this document is to make you aware of any limitations in the enclosure that is being permitted at your residence. The table below, Sunroom and Screen Enclosure Requirements provides a brief description of the various sunroom category requirements. There may be restrictions on the use of your present home depending on the category of sunroom you are installing. . The property owner is hereby notified that should any form of temperature control system be added to a Category I, II, or III Sunroom or the removal of the doors separating any Category I thru IV Sunroom from the host structure occur, the room shall become non-compliant and must comply fully with all of the requirements for habitable/conditioned spaces as mandated by the Florida Building Code,The Florida Model Energy Code and State Statutes. _QiNER I have read this complete form and understand I recei ing a Category. (+—Sunroom.(I-V) Printed Name tGl/1�Ci Q I C, .,S.7Address '4215. b6p 14.1 ii--.€1 • Signed: /s /// �� Date: I 0 / o23 / / 9 Before me this day of ( �}p . ) in the County of Duval,State of F``;d�t has ipessp�a�ly appeared GO ♦ P�`� Oh i, lfimsetf/herself and affirms all statements and declarations herein are true and accurate. • NOTARY Notary Public at Large,State of ff County of Otkiti j _ PI IRI IQ Personally Known 0 or Produced Identification 0 : Comm.#GG 129755 _— _ ID Type My Comm.Expires Jul 31,2021 ire Sunroom and Screen Enclosure Requlren%,n OF F1-°�\ Z ` Category I 11 III f'"'IV'�1.% V Habitable No No No Yes Yes Space Foundation Walls<200plf can Walls<200plf can Walls<200plf can Walls<200plf can Walls<200plf can have 8'Wx12"D have 8"Wx12"D have 8"Wx12"D have 8"Wx12"D have 8"Wx12"D ftg or 3-1/2"slab ftg or 3-1/2"slab ftg or 3-1/2"slab ftg ftg if no concentrated if no concentrated if no concentrated load>7501b load>750Ib load>7501b Exit Lighting Not Required Required Required Required Required Interior Electric Not Required Not Required Not Required • Required Required Outlets Emergency Egress from exist. Egress and Exit Egress and Exit Egress and Exit Egress and Exit Escape structure allowed must meet code must meet code. must meet code. must meet code. Openings if open to Other resistance Other resistance Other resistance atmosphere or requirements for requirements for requirements for considered forced entry,air forced entry,air forced entry,air screen enclosure leakage and leakage and leakage and and has screen water penetration water penetration water penetration door leading also apply. also apply. also apply. away from residence. Misc.Window Host structure Removable Removable Host structure Host structure and Door windows/doors windows allowed windows allowed windows&doors windows&doors Requirements shall not be in sunroom. Host in sunroom. Host shall not be may be removed. removed, structure structure removed. windows/doors windows/doors shall not be shall not be removed. removed. Wind Borne Debris Opening Not Required Not Required Not Required Required Required Protection Energy Sheets Not Required Not Required Not Required Required Required th OFFICE COPY Wesley's Patio Rooms 9951 Atlantic Blvd, Suite 317-5 Jacksonville,FL 32225 Office Phone: 904-998-0300 Office Fax: 904-998-0030 Product Approval Information Sheet LIC# SCC 131149576 LIC# CCC1328906 Project ( i nipy Permit#: Ject Name:� Project Address: , 1/4,-/i,A.,4_ L3 -1-1.3L3 -1-1.3 Pall_ c© .,Power " aoi y be 7/- ZA0-Pf f5`'Aj)- Joe- /Jtv?i a , Covc �ij /,xN ''11V.0x222 i2 17f: ! Authorized Project Agent: David R.Wesley �r, / _ %. —� rS,.L�7r� City of Atlantic Beach APPLICATION NUMBER �3s Building Department (To be assigned by the Building Department.) - '• � 800 Seminole Road [-- OCA ,, I 7;y ./ Atlantic Beach, Florida 32233-5445 ��GS�' - V�` t / Phone(904)247-5826• Fax(904)247-5845 I V I t I 1 'r;; �' E-mail: building-dept@coab.us Date routed: Ci City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: L}-3 S Cis P R CL, Department review required Yes No 1 Biu!ding Applicant: 0 a1 c) 1/VV t LEH, 5 PAri �; 0p1 nnniing &Zoni-rig Tree-Administrator- Project: reeAdministratorProject: �� U NRZCQOr'V\ u is orv�c—s�� (7137iblic Utilitie`-, 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 /Reviewing Department First Review: ['Approved. .Denied. Not applicable (Circle one.) Comments: BUILDING A--1 C /4- ff`ay . I PLANNING & ZONING Reviewed by:/i' !ice Date: 1 ..-2-/- I`i TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 I 3 J1-41jrio TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY _ A A City of Atlantic Beach PERMIT# j r VW9- CommDevelopment Department800 Seminole Road Atlantic Beach, FL 32233 L,;1 (P)904-247-5800 SITE INFORMATION ADDRESS /131Sp/.Q/ ems/ SUBDIVISION UQ / CQ LOTRE# 17 39 7 J 32j 2_ /BLOCK ❑ COMMERCIAL ❑ OTHER APPLICANT IN ORMATI N NAME Yy ( Ia PHONE# :43 -6,3q. ADDRESS5� 6si, �� CELL# CITY �a, -be /�-- STATE ZIP CODE EMAIL Jprj.a qm a,/ I • Coal ❑ OWNER ❑ LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation", of the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. I HEREBY CERTIFY THAT ALL INFORMATION PR RRECT:Signature of Property Owner(s)or Authorized Agent Lg....L9x 61 kif,fie. zO. itt. 151 SIGNATURE OF APPLICANT PRINT OR TYPE NAME / DATE SIGNATURE OF APPLICANT(2) PRIN TYP NAME DATE Signed and sworn before me on this 114 day of , 0261/ by State of r Ar II , County .f _ liri 4.--- Identification verified: �� �, Oath Sworn: ❑ Yes 0 No NOTARY '_ 0111:41fiespr _ PUBLIC _ N atu e = Comm.#GG 129755 _ My Comm.Expires My Commission expires Jul: S 31,zo21 P 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 ii ALL Revision Request/Correction to Comments **HIGHLI HIED I ON 3•r� ��. HIGHLIGHTED IN -. `d City of Atlantic Beach Building Department GRAY IS REQUIRED. ' "11, 800 Seminole Rd, Atlantic Beach, FL 32233 "' Phone: (904) 247-5826 Email: Buil ' -Dept@coab.us PERMIT#: I\G S A I1—Vt./ Revision to Issued Permit OR Corr-ctions to Comm-nts Date: /)- 7-1 '1' Project Address: IL 1 ( 7 ...1 1 ' a. � ,.. - Contractor/Contact Name: 1 6��(G�I PJ /_ S ¢,h\,6 , i alS Contact Phone: 9` /(3 . 6 L 2 ) • Email: dj,.) rJ 4,y q fila.."/ / ()I)� � Description of Proposed Revision/Corrections: k4 d - t-- ' i-V (74-. (-- i -r-cy-- i 0-0-11 ( A C‘ `-----c_p V,..)e0.3 ,--_,' st r 0 c_V_,,,,,_ _ MQC , ( ' r I 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: (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments De ap rtment Review Required: -, Buildin ,,--- // 2 —_------ Pianning&Zoning Reviewed By Tree Administrator Pu_16 is V-V-rk��•• / Public Utilities 1 _Za Public Safety Date Fire Services Updated 10/17/18 aids.•,. , Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN r 4 ir, City of Atlantic Beach Building Department GRAY IS REQUIRED. t) Alirf 800 Seminole Rd, Atlantic Beach, FL 32233 jj/ Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: (ZE.S ,q I q1 - c 61 ( to Issued Permit OR L"_I Correction4J/a44C omments Date: ❑ Revisions ? n / /_.s Project Address: J5' S ie IL-e. a l L -1o123 Contractor/Contact Name: 1 ait..4d it - j 1 Q y J Pa-,k 6 OO/'n S 2 AA�/ Contact Phone: q3.3 ' O / V • Email: OM/•elaX J//1 MO 6 9,1121/'(Ufil Descr tion of Proposed Revision/Corrections: a� �4 h l 4 / eh e / 1 001/e J e ri- c. Aid 1(`din11,411& Ll r/' S RECEIVED I 0r7 /iV7 affirm the revision/correction to comments is inclusive of the,oropc edI c2�' es. (prir/t ame) O ��SS UU • W. proposed revision/corrections add additional square footage to original submittal? No ❑ Y (additional s.f.to be added: ) Building Department City of Atlantic Beach, FL • Wi roposed revision/corrections add additional increase in bui sing value to original submittal? No ❑*Yes (additional increase in buildingI : $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: /6.1(– -- (Office • (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: Buildin r Planning&Zoning–Th Reviewed By Tree Administrator 1T Iic Works f•. _ Public Utilities / — / — / `7 Public Safety Date Fire Services Updated 10/17/18 s S�:L`�;y� City of Atlantic Beach 1� E I V E APPLICATION NUMBER jBuilding Department (To be assigned by the Building Department.) 800 Seminole Road t OCT 15 2� C� O� , Atlantic Beach, Florida 32233-5445 ��ES�, 1 — Vol Phone(904)247-5826 • Fax(904)247 5 i /TY::) ��olloye E-mail: building-dept@coab.us lid'-------- Date routed. City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 4- -s cS P tR CL-t 1< :_l_ Department review required Yes No B[ding `_� \X.) Applicant: PV I Q l_(✓ii' S PAZ-(c, , 00 itinning &Zonin Tree dministrator �—Pu ic6T� oVV r s Project: (;) NIZDOr1 ublicUtilitie� 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. VDenied. ❑Not applicable (Circle one.) Comments: BUILDING I PLANNING & ZONING Reviewed by ,,i j/ .,,_ ,.. ._'Bate TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 PUBLIC WORKS PLAN REVIEW COMMENTS Date: � `�/f Application#: / 14 - Oe/ 9 Project Address: / are7 'e ye CO RECTION 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. 0 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. 0 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 impervious areas are over the 45%allowed by City code. 0 Revised 2/26/19 PUBLIC WORKS PLAN REVIEW COMMENTS Q q � Date: 10- I5- I 1 Application#: f jE cA ! `- oo i G` Project Address: y35 Osprey Key CONDITIONS OF APPROVAL TO PRINT ON PERMIT Check Box to Select All concrete driveway aprons must be 5"thick,4000 psi, with fibermesh from edge of pavement Driveway to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. 0 Apron (Commercial driveways—6" thick). Full erosion control measures must be installed and approved prior to beginning any earth / Erosion disturbing activities. Contact the Inspection Line (247-5814)to request an Erosion and Sediment j Control Control Inspection prior to start of construction. Onsite All runoff must remain on-site during construction. E Runoff Post Const. If on-site storage is required, a post construction topographic survey documenting proper TOPO construction will be required. All water runoff must go to retention area and retention overflow 0 Survey must run to street. Pool Pool—Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage 0 Wellpoint feature (swale, structure or lagoon). Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Roll off Shapells, Inc., Republic Services, Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Container Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City ROW. ROW Restoration Full right-of-way restoration, including sod, is required. Utility Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 0 Road Cut 10' in each direction from the center of the cut. Repair must be shown on the plans. Construction Provide construction site management plan, including location of silt fence, dumpster, portable 0 Site Mgmt. toilet. Right-of-Way Permit is required if using right-of-way for construction parking. Runoff All runoff must remain on-site. Cannot raise lot elevation. Document Strongly suggest thorough documentation of impervious areas be recorded. 0 Impervious Slab Slab and driveway to be fully removed. 0 Driveway Maximum Maximum driveway width within the City right-of-way is 20'. 0 Driveway Circular Maximum circular driveway width within the City right-of-way is 12'. 0 Driveway Grass Full site to be grassed. 0 TOPO Must provide a topographic(TOPO) survey with water retention for final CO Inspection. 0 Survey Revision Any plan change must be submitted as a Revision to the Building Department. 0 Fencing All old fencing and debris must be removed from job site by Contractor. 0 Removed Decking All old decking and debris must be removed from job site by Contractor. Removed Infra- Any damage done to infrastructure must be repaired by Contractor. 0 structure Revised 2/26/19 MAP SHOWING BOUNIN PLAT DARY SURVEY OF LOT 40. SELVA LAKES. AS RECORDER BOOK 41, PAGES A55A, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. `ORI ND OERTIFlED TO: MEL JKEY SARAH A. FRITTS CHASEICHAMAN. HICKEY MORTGAGEAND COMPANY COMMONWEALTH LAND TITLE INSURANCE BUSCHMAN. AHERN• PERSONS do BANKSTON 44)(ki./6 TRACT "A' 44 - N 86.27'00 E .. 35.00' (PLAY) s 24 E g"Pgt 35.04' AFPSURE0) " ",,° LOT 40 w O N CK W a d 2p NI ...'..tom. W Q aLJ IS AM 5.7 7 M 0. 0. maw Q N M ul • TWO STORY CO r m 01 .h A FRAME° CE' m ..,i N a2 i - POSTED / 435 LOT 39 LOT 41 ' 11 I n2" 3 i.. CV --L 1 '4 A o O In In to a,. • 11 .E Q o Pp S $ 0 0 z oz N 2 s f 4 . �„l :! i g2"';1 . . ',Ds � Y ;y � SYti:ZIg 1, .030111 (c 01- So •1S•IN N ROJrp-5 rl s•) (CHARD 52' wOAEA 4.. 32. N -6.43'04. aURF55 5' (CHORD)(pLA 3?51 ) LEGEND OSPREY KEY R RADIUS —%— FENCE (VARIABLE WIDTH MONT OF WAY) V L . LENGTH -. - CONCRETE 4 NOTES REVISIONS 1.BEARINGS ARE BASON NE PLAT BEARING OF N 00"01'52"E ALONG NE WESTERLY BOUNDARY LINE Of SUBJECT 17 19, A mo DA TE OESCRIP DON 2 BY GRAPHIC PLOTTING ONLY TM CAPTIONED LANDS LIE WTHIN FLOOD ZONE Y AS S MF ON THE NATIONAL FLOOD INSURANCE YAP DATED APRIL 17, 14e9,CCYNONITY NUI6ER 170075,PANEL 0000001 0 i -I/ 1Z- 44hi Are - _ Z'- I //: In fir : ?»0 +'''H oiAGA =��-`rl/Ilizrr9, xi,lh ( or ; e/1( E' -.. -EV,/ / N of : orx s krigoypy \ : -r) TIN AAri 1: . / iii Lji = br�9r ... (' r4) PK . 1. 7 4 4,4 —rish i liff-rill t Revision Request/Correction to Comments **ALL INFORMATION ;.AL.,, J HIGHLIGHTED IN to City of Atlantic Beach Building Department GRAY IS REQUIRED. ,, s 6v 800 Seminole Rd, Atlantic Beach, FL 32233 /� /� f `,.P Phone: (904) 247-5826 Email: Buil ' -Dept@coab.us PERMIT#: fr J R 19-00 19 Revision to Issued Permit OR Corr-ctions to Comm-nts Date: /6-A 'I4) Project Address: IJI ( 7 .0111, if a. (...5d•. Contractor/Contact Name: I Qk..,(Gy eJ Le-Ltd 41 \D ,0ad Contact Phone: 9r /c3 . 67 1 • Email: d/,.J r 4,y/ .] fi2 4-4 / ' n('') Description of Proposed Revision/Corrections: f kt 6 �v L.. { - -fir- Vic" (` Q..c_ (n b et_c, 4-r 0 Q_\,/_,_,,,,__ - NI C)e_, a----- L e r.,- 1 r 0 (vi c r € c2 LAD Ae r•• Q r I 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? 0N ❑*Yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) ❑ Approved Denied ❑ Not Applicable to Department Permit Fee Due$ r Revision/Plan Review Comments _ , F� ,, '' T �` f. •• 4 i 67 St '5)e I. ffiel r 74 "Vifil/7#6 a' d i l'6t % De a_p rtment Review Required: / r Buildin �� '7�Zi�"0 6,1,t_. ng +Planni &_Zoning -' eviewed By Tree Administrator Pu Iic Works, . 7 '7' Public /1 -Utilities OCT 25 2019 Date / Public Safety Fire Services - 4. Updated 10/17/18 ,r Revision Request/Correction to Comments **ALL INFORMATION f,='r f. HIGHLIGHTED IN a City ty of Atlantic Beach Building Department GRAY IS REQUIRED. '''f 800 Seminole Rd, Atlantic Beach, FL 32233 V.I. ,►Q it 0- Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: VS / )qf O 0 i C Permit OR M Correction4 %4C omments Date: ❑ Revision to Issued e Project Address: c / k- yt 4 .2. 2,.,)? Contractor/Contact Name: 0A4C/ Aj..0 /QqJ a aoillS Contact Phone: %qJ ' O7Z • Email: (Ifni•e1 pogkh'il 1666 eimai! , (017-7 Descr' tion of Proposed Revision/Corrections: tviave , 4 a tgl f 2luee 4/ no ve rz>z pt I filr• 0,11r`zurd ( r,u,,,, h)„,i , RECEIVED 1 Lt, (,�„4/>y7 affirm the revision/correction to comments is inclusive of the firooed ch es. (prirft ame) u U • W. proposed revision/corrections add additional square footage to original submittal? No ❑ (additional s.f.to be added: ) Building Department City of Atlantic Beach, FL • Wi roposed revision/corrections add additional increase in bui ging value to original submittal? No ❑*Yes (additional increase in building v• :: $�/ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: /YAW / (Office Use Only) Approved El Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: R Building _ ”///L/ _/_ r. /�-- Planning&Zoning, ' Reviewe• By Tree Administrator i u��r—wow—- _� OCT 3 i as Public Utilities /� '����/ Public Safety BY:__ Date Fire Services Updated 10/17/18 __-------\ MAP SH0'MNG BOUNDARY SURVEY OF IN PLAT BOOK 41. PAGES 55 AND 55A. OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. LOT 40, SELVA LAKES. AS RECORD CERTIFIED TO. A. FRITTS • MICHAEL J. HICKEY AND SARAH CHASE MANHATTAN MOR' INSURANCE Y COMMONIREALTH LANG BUSCHMAN. AHERN, PERSONS & BANKSTON TRACT"A N 86'27'00 E 55.00' (PLAN N 24 E ,or--"a`v /4A:in3 5 p4� /L�� IEIn' roc=odor t3 , //ff' LOT 40 r. 1 O 0: a ra Y 'Try. =anew ; �l�,�oil//JJ M "'` 'V�',F[� TW°F STORY � O aj Qlei FRAME 1 aao j4"ft I j...,' ®� cT :f , POSTED / 435 1- LOT 39 /,�� LOT 41 41 TITW W ._, 1 Sufi �x fl e Is d n Qp : 88 88 = Z .., a U, r420 . ':t- j,' ;Y i �R,, 1 �. .,Ry 27 14 e ` 4 ms's ...<_ • e, h-kty , 4'Q2'TL7.4. iY 4*kr—{* ',mt•• rem N 76'43•04. W REN ( Rp)(pL.R)2.S 1• LEGEND: OSPREY KEY R - ROWS —•— ' RCS (VANAB.E.0114 RCNT Cr NAY) _ In4nn _ noNaee,E rg NOTES. REVISIONSI.MARMGS ME USED OM NE Rw1 REARMG Or R XT.'SY E ALONE fit 11: TENLY EL • Wr MAR RQRDMY Ino a SMOLT EDy .-...,.....w............. ....w w..r..,..�,..... W TE aE11OVTt01t T.NA ORMIF FLOOD OAKI W C WN PI LMO.,SEE CO HOOD a Y AS aim d1 TIE RAliONAI lL000 wltlRAt,¢WI DAWN PIM 11,111M,OOYM7r mat*Mon,Nam. OWE G 111111111111111111111111111111111111.111.11.1. . `cECO , C„Desk. Ota ,,permltD APPfove-Br a/vont Building Dec Beech,FI. C1t\J o ptian ; t...A i; City of Atlantic Beach C.' � LIVE APPLICATION NUMBER , Building Department To be assigned by the Building Department.) 800 Seminole Road OCT 15 2019 f 1 75 :2' Atlantic Beach, Florida 32233-5445 ��G� `� UU 1 Phone(904)247-5826 • Fax(904)24751,,,,--. 5 I it G 1 • .%-'/J; p., itjr E-mail: building-dept@coab.us - Date routed: J City web-site http://www coab us APPLICATION REVIEW AND TRACKING FORM Property Address: 4 :5 OS S P K G -( I< E Department review required Yes No ^ k , Build nig ` Applicant: UPV i o ,VV' �., l.� I S iI �, Koo7vP�anning &Zonin T —e Administrator Project: U N7120.,,,� �f'ublic oW rks�- <. ublic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: I 'Approved. Venied. Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by! ,,itjr, _ ,,_ r - Bate — TREE ADMIN. Second Review: Approved as revised. I 1Denied. nNot applicable PUBLIC WORKS Comments: PUBLIC UTILITIES rs • PUBLIC SAFETY Reviewed . : ./�,/Z% , s , _ .- e:lo�(17 • FIRE SERVICES Third Review: Approved as revised. I Denied. Not applicable Comments: Reviewed by: - Date: Revised 05119/2017 rS;L, ,. City of Atlantic Beach APPLICATION NUMBER ri OP. • Building Department (To be assigned by the Building Department.) .- .•q•t 800 Seminole Road /� I 01 j Atlantic Beach, Florida 32233-5445 RES r'L,l, 1C� — 0 NY Phone(904)247-5826 c Fax(904)247-5845 ' ' d/ J t. C 1 19 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 4'3S OS PR C'-f +{Z Department review required Yes No \X) A ' Ackli ,� (ding Applicant: 0Pv i(� VV C—dSl��j�S (jp ann�in9 &Zonin Tree minis ra or Project: -2 U fD200N\ 'u. is r!or s 'ublic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: I APPLICATION STATUS Reviewing Department First Review: ['Approved. ❑Denied. I Not applicable (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed b/tate: /e, —2/-4 9 TREE ADMIN. Second Review: nApproved as revised. nDenied. [Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. I (Denied. I INot applicable Comments: Reviewed by: Date: Revised 05/19/2017 6'11-3/4" LOAD WIDTH / / / / FIXED GLASS FIXED GLASS FIXED GLASS / ----- — -- \ N/ -.... Z/ !COMPOSITE PANEL WAL L SEE ATTACHED 1310" LEFT SIDE ELEVA TION SCALE —1/4"= V-0" *Contractor E�iSTING /8TR��RE/ 1 / I 1 / 1 1 O 1 Ll fn ,ti 1 1 I 1 4" ELITE COMPOSITE PANEL ROOF 1 1 SEE ATTACHED FLORIDA PRODUCT APPROVAL 1 I 1 1 - 1 1 I o I 1 1 I ao 1 1 1 1 I 1 1 1 1 I1 - - - - - - - - - - - - - - - - - - - - - - - 1 I ��- PLAN VIEW SCALE; i/ = 1'-0" N \ FD(kD GLASS FIXED GLASS \ / /6 "\ \ 3-0-1 / "\ w -/6 \ z , I UO I \\ // \\ CD \ w 16"X12" MONOLITHIC FOOTING _.. LONGITUDINAL ELEVA TION SCALE 1/4' -:V-0- GLASS WALLS UNDER FRAMING NOTES: EDGE BEAM IS A 2"X4" HOLLOW TILT ALL COLUMNS ARE 4"X4"X0.125" ALL GIRTS/HEADERS ARE 2"X3"X0.05 member sizes as long as new framing member meets the attached tables. 3 E E OFFICE COPY M� 2- 0 C C a 3 3 m - Lu E t�00�C�Zt�. Cp u�N J r� N $� �o 2 aoM rn0 0 t5 i 14) R VIL'tA,,"EI3 FOR COD:- COMPLIANCZ 8 CITY OF ATLANTsC",vli SZE PEMMI T S FOUR ADDITIOINI "' Lcu REQUi1R.E ENTS AND COP+ DITION's T REVIEWED BY: DATE: ly 00 CC / / wa) Q Gl E d 2 � w / o +' 7 N 2cnw —_ / / ca �P GLASS \ FIXEQ GLASS / c_ E _� 120 w/ E \\ / \ \\ / 2 Cg // // / Ca ,? N uj / \ / c g¢N, o 2 2F \ / tea' aN H RIGHT SIDE ELEVA TION E SCALE 1/4" = V-0" tt0�,., Q a ��LL GLASS WALLS UNDER FRAMING NOTES: ALL COLUMNS ARE 4"X4"X0.125" Sfl�t ALL GIRTS/HEADERS ARE 2"X3"X0.05 Chapter 4 - Glass Enclosures - Exposure C 1) Design Pressures from ASCE7 with an Internal Pressure Coefficients (GCpi) of 0.18 (enclosed). 2) Extrusion Alloy assumed to be 6005T5 or 6061T6 unless noted otherwise 3) Tables which have numeric entries versus scalar variables (e.g. spans vs. load widths, or spans vs. wall heights) may be interpolated. 4) Concrete anchor terminology: Expansion Anchor J Sleeve Anchor J Wedge Anchors are terms for various types of compression anchors. These different terms are used synonymously in this publication. Allowable Roof Panel Spans (Table 401) are for Industry Standard Generic Panel Products, approved equivalent products may be sull)stituted based upon Product Approval, in accordance with design pressures specified in Table 401, Glass Rooms may also be known as Sunrooms, in accordance with definitions in the Florida Building Code and AAMA Specification 2100.1.02 (refer to Appendix B, Glossary). AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.1 Page 4C - 0 0 0 a w O LUz LU U 0 nf W Ce m O 0O Z c 0 N c� d O U 9 Chapter 4 - Glass Enclosures OFFICP COPY o \� o �. �� �� LLa a-. °o I It° U) = I �' I o LLC w Ix040 Ce z I 1 3rm�o W z wUj LL IK,1 _ 0 LU _ I wul z�¢ II OF- I o„-9wLU { �W I O `�gZ4 W t� 0 I � < Uj I 11 LL a.� W�� I��� r I z W W vt a "' {I �. \ \\ ( ��� i z�i M o LU CLLL 1I (I �`\ I = ce a II \ +LU d z 3 V.a� M �w w H p I�011) w�� 0 �2W �*pp-NpMp OZp� W Uj =Oz O TIVM 9NDN39IV 1H9I3H a z6 o U z z C W W V AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Page 4 - 2 SHEET # R-01 Chapter 4 - Glass Enclosures REFER TO TABLE 403 FOR ALLOWABLE SPANS Concreca SUab Found—ationns-1& Monolithic Footings (Detail IXPOSLRE B I_ Fl) Taff!* 406a Allowable Tributary Load Wic►t s for Solid Roofs Total Bottom Height (In) Width (In) Reinforcem CONCRETE FASTENING PER 110 m:h 120 mph 130 mph 140 mph 16 12 2 Each #5 '- 5'-111/," CONNECTION DETAILS BY 4'41/x" 16 16 2 Bach #5 81- 6"'-13/4" LOAD CONDITION 5'- 3" 20 16 2 Each #5 10'-41/z" 8'-83/4' 4" NOMINAL PATIO SLAB 6'- 5" 24 2 Each #5 12'-31A 10'-33/4" W/ 6 X 6 X 10/10 W.W.M. OR T- 7" 24 20 3 Each #5 14'-71/2" 12'-31/4 SYNTHETIC FIBERS AND VAPOR 9'-0V" BARRIER ON WELL COMPACTED 2' Min. QO SOIL (CONCRETE STRENGTH TO BE MIN. OF 2,500 P.S.I.) i U, 1{,., a. 4 a J a . 1 P (2 .. �J....Tom- .� / • `�= •' ° / FOOTING HEIGHT :•.. \�/��/�� AND WIDTH PER TABLE 406 (BELOW) FOOTING WIDTH �_ 2 EACH #5 BARS CONTINUOUS FOOTING DETAIL rF 1 (PATIO SLAB W/ MON7-HIC EDGE FOOTING) � Concreca SUab Found—ationns-1& Monolithic Footings (Detail IXPOSLRE B I_ Fl) Taff!* 406a Allowable Tributary Load Wic►t s for Solid Roofs Total Bottom Height (In) Width (In) Reinforcem Solid Roofs 1-SelfdWalls (Enclosed Building) 110 m:h 120 mph 130 mph 140 mph 16 12 2 Each #5 '- 5'-111/," 5'-03/a" 4'41/x" 16 16 2 Bach #5 81- 6"'-13/4" 61- 1" 5'- 3" 20 16 2 Each #5 10'-41/z" 8'-83/4' T 5" 6'- 5" 24 2 Each #5 12'-31A 10'-33/4" T- 7" 24 20 3 Each #5 14'-71/2" 12'-31/4 10'-51/2" 9'-0V" nn reuar assumea Lo De uraae 4U Page 4 - 5 I AAF GUIDE TO ALUMINUM CONSII-RUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Qhapter 4 - Glass Enclosures 5" COLUMN (SHOWN) COLUMN SIZED PER TABLE 403 THICKNESS AND LENGTH OF ANGLES BY TABLE CONCRETE ANCHORS, NUMBER, DIAMETER AND MINIMUM EMBEDMENT PER TABLE 407 (TYPICAL) m w Fn(.F nrcreN1'%r- (PER TABLE 413) OFFICE C0 PLACEMENT OF 1X2 SOLE PLATE INCIDENTAL TO DESIGN 2" MINIMUM COLUMN / FOUNDATION FASTENING (BEARING WALL) SELECT LOAD CONDITIONS BY BEAM SPAN & SPACING IN TABLE 402 3" COLUMN SHOWN SIZE COLUMN PER TABLE 403 PLACEMENT OF 1X2 SOLE PLATE INCIDENTAL TO DESIGN 3/8" 0 CONCRETE ANCHOR W/2" EMBEDMENT (MIN.) (TYPICAL) COLUMN / FOUNDATION FASTENING 2'X 2" X 118" ANGLE EACH SIDE - 2 EACH #14 S.M.S. EACH SIDE (i" O.C. MIN.) -BEARING WALL AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 o� iI 0 J w m 0 WO w -1F UW� U Wz� O O i•-1 COO Wa� w0 w SHEET # R-02 Chapter 4 - Glas; Enclosures -1 X 2 OB @ PER];METER NOTE #: USE 1/4"0 X 3" LONG LAG SCREWS INTO WOOD HOST AND 1/4"0 X 21/4" LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1" EMBEDMENTITYPICAL) SPACING 24" O.C. AND WITHIN 4" OF EACH PERPENDICULAR MEMBER 1" X 1" X 1/8" At,JGLES 2" LONG WITH 248 X 1/2" LONG S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP & BOTTOM) 1 X 2 OB @ PERINIETER REFER TO NOTE #1 - THIS SHEET 2- # 10 S.M.;S. FROM INSIDE FACE OF 1X 2 OB INTO SCREW SPLINES OF 1 X 2 OB (1" EMBEDMENT MINIMUM.) PARTIAL ELEVATIONS / 1X2 TO 1X2 e 0 2 LU E2 s w a Z 0 Chapter 4 - Glass Enclosures in OFFICE COP)P5 1 X 2 OB @ PERIMETER FASTEN PER NOTE #1 2"X 2" HOLLOW r HORIZONTAL (GIRT) 1" X 1" X 1/8" ANGLES 2" LONG WITH 2- #8 X 1/2" LONG S.M.S. AT EACH LEG. (TYPICAL TOP & BOTTOM) CONNECTION W/ EXPOSED FASTENERS 1 X 2 OB @ PERIMETER FASTEN PER NOTE #1 2" X 2" HOLLOW HORIZONTAL (GIRT) 1 X 2 OB @ PERIMETER FASTEN PER NOTE #1 1" X 2-1/4" X 1/8" RECEIVING CHANNEL POST / COLUMN NOTE #: USE 1/4"0 X 3" LONG LAG SCREWS INTO WOOD HOST AND 1/4"0 X 21/4" LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN 4" OF EACH PERPENDICULAR MEMBER 2- # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTO SCREW SPLINES OF HOLLOW GIRT (1" EMBEDMENT MINIMUM.) CONNECTION W/ CONCEALED FASTENERS PARTIAL ELEVATIONS / 2 X 2 GIRT TO 1 X 2 CONNECTIONS AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH ViVIND AREAS (2014 Edition) 2.0 1 Page 4 - 12 1 L Page 4 - 13 ) AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 SHEET # R-03 Chapter 4 - Glass Enclosures LU a Ily v`` vvII I dN O w o MNo 0 IR z U d - w WII\\,�\\�\ I ! I w a sr' Oz i� w II-------- w I a = o W = 4* I I z o U- I 20 oz Uj II \\ \\ \\\\I I m LU I z �' to o W tj LLJ a�3 _Zui Z O ADO oho w WUj z o (A� LU �Q UJ o aq 2 Ce OZ LU g� a II \` \\ \yl�3 -' W m (7 0 wm JLCI O a II \ ,\\ \\yl W N o \ ui(� a [F\\, \\ ,� -- ----- ---- z z \ 6 O LL Uj LU \ w o ui LV a714 CL AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Page 4 - 16 Chapter 4 - Glass Enclosures .q- • faoe ow POST SELECTED BY WIND ZONE FROM TABLE 403 (NOTCHED TO ACCOMODATE BEAM) BOLTS THRU ANGLES & PQST PER TABLE 407 BOLTS THRU ANGLES & EDGE BEAM PER TABLE 407 27X 2"X 1/8" ANGLES i EACH SIDE OF POST 1/8" X 1" WIDE FLAT BAR STRAPV EDGE BEAM FROM POST FLANGE TO BEAM WED TED PER TABLE 402 SELECTED WIND ZONE W/ 2 EACH *14 SMS INTO EACH EDGE BEAM FASTENING - CONNECTION W/ ANGLES POST SELECTED BY WIND ZONE FROM TABLE 403 (NOTCHED TO EDGE BEAM ACCOMODATE BEAM) SELECTED PER TABLE 402 BY WIND ZONE POST FLANGE_ I ��� BOLTS THRU ANGLES & REMAINS INTACT EDGE BEAM PER TABLE 407 EDGE BEAM FASTENING - DIRECT CONNECTION POST SELECTED BY WIND ZONE FROM TABLE 403 (NOTCHED TO ACCOMODATE BEAM) EDGE BEAM SELECTED PER TABLE 402 BY WIND ZONE 1/8" X 1" WIDE FLAT BAR STRAP FROM POST FLANGE TO BEAM WED W/ 2 EACH #14 SMS INTO EACH INTERNAL CHANNEL 1-1/2"X 1-3/4" X 1/8" BY BEAM DEPTH BOLTS THRU ANGLES & POST PER TABLE 407 BOLTS THRU ANGLES & EDGE BEAM PER TABLE 407 EDGE BEAM FASTENING - INTERNAL CONNECTION W/ CHANNEL AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 0 9 4 Rill z Wo w�H UWU Wz� �wQ 0 Wad w� WO w SHEET # R-04 Chapter 4 - Glass Enclosures COMPOSITE ROOF PANEL (REFER TO TABLE 501) RECEIVING CHANNEL WITH #14 X 314" S.M.S.0 10" O.C. TOP AND BOTTOM ---C-- - - u til " p C o =� CP FASTEN TO FASCIA WITH 1/4"0 X 21h" LAGS 1.2" ON CENTER ALONG HEADER NCTE: FASCIA MUST BE 2' NOMINAL, 1" NOMINAL FASCIA MAY BE AUGMENTED TO 2". COMPOSITE ROOF PANEL CONNECTION TO HOST FASCIA #14 SMS 10" 6N CENTER THRU RECEIVING CHANNEL— INTO PANEL 1DP AND BOTTOM COMPOSITE ROOF PANEL CONNICTION TO HOST WALL 9 . 6. EXISTING MASONRY OR WOOD FRAMED a ° HOST STRUCTURE . PERIMETER WALL WHERE PROXIMITY OF HOST EAVE PROHIBITS INSTALLATION OF FASTENER INTO TOP OF PANEL, FASTEN PANELS @ BOTTOM W/ 6 EACH #14 SMS PEE PANEL (THIS APPLIES ONLY TO MAXIMUM ROOF PANEL SPAN OF 12' AND A ROOF HEIGHT OF V, ALL OTHER APPLICATIONS REQUIRE SITE SPECIFIC ENGINEERING) EXISTING MASONRY OR WOOD FRAMED HOST STRUCTURE PERIMETER WALL EXTRUDED OR ROOF HEADER (A.K.A. RECEIVING CHANNEL) WITH 1/4"0 X 21/2" LONG LAG SCREWS FOR LUMBER HOST 1 PER STUD - 3/8.0 X 21/a" LONG MASONRY SCREWS FOR MASONRY HOST @ 16" O.C. MANkno • �►► •1M•► �a n Page 4 - 21 AAF GUIDE TO ALUMIPIUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2 #10 S.M.S. X 1-1/2" LONG 0 24" O.C. C•1 Chapter 4 - Glass Enclosures 3 EACH J 3 *14 S.MS Q 3/8" DIA. ® 9 2" LONG CONCRETE ® ANCHOR W/ 2" _ MASONRY ANCHOR EMBEDMENT X z 2'b"EMBEDMENT (MIN.) (TYPICAL) N OFFICE COPS` 1" X 2" OB (SIDE WALL) #10 S.M.S. X 1-1/2" LONG X124" O.C. #14 S.M.S. 2" LONG 2- # 10 S.M.S. FROM INSIDE FACE OF 1" X 2" OB INTO SCREW SPLINES OF 1' X 2" OB (1" EMBEDMENT MINIMUM) ANCHORS TO i FOUNDATION z W LU #14 S.M.S. 2" LONG ` 1" X 2" (OB)W/ 1-1/2" LONG #10 S.M.S. 0 24" O.C. (TYP.) (ROOF BEARING WALL) 2" X 2" HOLLOW (EXTERIOR PANEL) J EXTERIOR CORNER DETAIL rC8 (PLAN VIEW) 4 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 �z WO d UOW UW� U Wz�z �WQ �OZQ Wad w� �w 3w �` M yx'� off' a 3 –'� U c U O O'er a0i x 2 ami 7� C U0,�w ,bEQooi 0 0 0 Q d n N C7a W`D SHEET # R-05 J z aLU °C C ¢ 3/8" 0 APPROVED c a 3: MASONRY ANCHOR z 2'b"EMBEDMENT v U 1-1/2" LONG #10 S.M.S. 0 24" O.C. 2" X 2' X 1/8" ANGLE Q (TYP.)®W/ #14 AND 114"X 3' a a ANCHORS (TYPICAL). „ #14 S.M.S. 2" LONG ` 1" X 2" (OB)W/ 1-1/2" LONG #10 S.M.S. 0 24" O.C. (TYP.) (ROOF BEARING WALL) 2" X 2" HOLLOW (EXTERIOR PANEL) J EXTERIOR CORNER DETAIL rC8 (PLAN VIEW) 4 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 �z WO d UOW UW� U Wz�z �WQ �OZQ Wad w� �w 3w �` M yx'� off' a 3 –'� U c U O O'er a0i x 2 ami 7� C U0,�w ,bEQooi 0 0 0 Q d n N C7a W`D SHEET # R-05 a O z N d .O 0 q �p a O � c � M F if pd N G 'o 8c U) M i L if f m Oc tl L O $ w � T- c Q U) Q 1000 L W (n II Q O c V) a Chapter 4 Glass i c er En .� 0 I O N t� 00 E11�n co Ln . T . - n to to - Exposure C O , � N N Orf 7 CO ti .^, G m =P V v U n Ot Cf O M •-t n M O� � tV 00' " , +-i M et R Cn CT ,~-i ,M-' co 0o m m :P-0 -n U _v a N S~v m � � 00 t)0 c �l � M ,•� N �f tp � Ln 14-f N E Ju U m O i of ,�-+ O 00 Ln r; ,�� Ln M M Q � `-iMinYnco�� rj� rn Ln O L LL m , d^ in t0 ko -4 A �� N N O O 8 a _ m m_rom-0a=P u v 1✓ 10 O� 4.+ N. -a b is iu in in 00 CL .Mi +^+ N N N L try , G tnr�^3+� NNM m 49 �IL comLn o L H g� m m E�� g Z CIL 1tf O (—w-pto to in of to to (n w W w O O C ko O O d-�p c0 i L rl c0 ;i N N N C� O O O O ,-i .-, ,-i N M n"1 M M U w tv CCCCCoo X c = oLnXXXXXXNQo CL N � O O O Ln N Ncn a Q L Q O O O O O O cn to = �000vvavX'-' 3 3 EQXXXXXXXN *c �wan�Dnt>0pt ao' �, OXXXXXXX �-� &- N N N N N N N$ Q a O yi z° Page 4C - 5 l AAF GUIDE. TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.1 Chapter 4 - Glass Enclosures - Exposure C OFFICE COPY LVWAOLE SPANS/ H8GHTS POR PMM M GAS a 403d WIND REGION'= T5 Allo T-91 Post Extrusions S-4" 2 X 4 X 0.050 X 0.116 SMB 7-4" 6'-11' 2X5X0.050X0.116SMB T -E 7-Y 2 X 6 X 0.050 X 0.120 SMB 7-4" 2X7X0.05SXntmcmm _._.. X 3 X 0.090 X 0.090Hollow6'-5 X 3 X 0.125 X 0.125 Hollow 1 X 4 X 0.050 X 0.050 Hollow 3X 4X 140 MPH mW Evosure C Applied Wt Load=30.7 i aan Load Width 5 6" 6'-0 6'-6" 6'-3" 6'-h" s._o" 6'-11" 8'- 0-t 1 U-4" 6'-2" 6'-0" 5'-10" T-91 5-7' S-4" 5'-1" 4'-11" 4'-9" 4'-7" 7-6" 7-4" 7'-1" 6'-11" 6'-9" 6-7" 8-4" 8.-1,( 7-7" 6'-B" AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.1 7'- 5'-2" Page 4C - 10 O w U- 0 z O Q 12 U �z W _O zUj 0 "uwW �OUjA a Ci:a� 0 O w 3 W F- F- tt0 3 °C ami r; z,.Z., O kr o ul 3 4, 0 Q O Uj o cavQop -CUj? Ce LU m U I~ C � we AQb c� C3 U SHEET # R-06 U- 0 10 a ce O n LU U 0 0 cc LU m 0 0 z 0 ry Chapter 4 - Glass Enclosures - Exposure C #14 (1/4"0) SMS with 11/4" 0 Fender Washers spaced in accordance with Table 216 for the selected edge beam by roof panel load width (Maximum spacing 12" O.C.) ,T,--,�7-1rl-rrr777i "., Composite Roof Panels (refer to Table 401 for Allowable Spans) Edge Beam (selected from Table 402) i The tables marked Table 416 are arranged by the thickness ("t") of the edge beam flange (penetrated by the #14 SMS). Glass Wall Post (select per Table 403) i ROOF PANEL FASTENING DETAIL #3 C3 �? ALTERNATE DETAIL, FOR THE CONNECTION OF COMPOSITE ROOF PANELS TO SUPPORTING BEAMS AAF GUIDE TO ALUMINUM IN HIGH WIND AREAS (2014 Edition) 2.1 Chapter 4 - Glass Enclosures - Exposure C SPAC1%(IN INCHES) OF #14 SMS FASTENERS THRU COMPOS E PANELS WO EDGE BEAMS TABLE NOTE #1: this table assumes an edge beam wall thickness of at least 0.050" TABLE NOTE #2; this table is based upon ASCE? 10 pressures using Allowable Stress TABLE NOTE #3: when tabular value exceeds 12 use 12 Design ("ASD") Velocity Zones Design ROOF LOADS WIDTHS (PER EDGE BEAM TABLES ro 11018.4 Pressure 5 26.0 13 1 6 11 1 7 1 g 9 re 120 21.9 30.9 11 9 9 S 8 7 7 N 130 140 25.7 29.9 -36.3 9 8 6 6 6 5 v [5 150 34.3 -4z,1 s -48.3 76 6 s 5 s 4 0 u 160 39.0 -55.0 6 5 4 4 4 4 3 J9 U 110 22.4 -31.6 11 9 7 6 6 w ° 120 130 26.6 31.3 -37.6 9 44.1 8 7 ° 5 5 M a 140 36.3 -51.1 6 6 5 5 4 5 4 4 3 ., 150 41.6 58.7 6 s 4 3 3 w CL 160 47.3 66.8 5 4 3 3 2 0 110 27.1 -38.2 9 7 6 5 5 LU 120 32.3 -45.5 7 6 5 4 4 130 37.9 -53,4 6 5 4 4 3 a 140 43.9 61.9 5 4 4 3 3 �j 150 50.4 -71.1 4 4 3 3 2 160 57.4 -80.9 4 3 3 2 2 m 110 18.4 -21.9 16 13 11 10 8 Uj 120 21.9 26.1 13 11 9 0 7 130 25.7 30,6 11 9 8 7 g 140 29.9 35.5 9 8 7 6 n 150 34.3 -40.7 8 7 6 6 5 5 a 160 39.0 -46.3 7 6 5 4 4 4 w c 110 22.4 26.6 13 11 9 8 ' 7 U 120 130 26.6 31.3 31.6 11 37.1 9 9 7 6 6 r 140 36.3 43.1 g 7 6 6 5 5 5 5 q Lu a > 15G 41.6 -49.4 7 S 5 4 4 4 3 ~ 160 47.3 -56.3 6 5 { 3 3 3 3 0 110 27.1 -32.2 10 9 7 UJ cz 120 32.3 38.3 9 7 6 ° 5 ° 5 5 130 37,9 -45.0 7 6 5 4 4 4 14G3 9 52.2 6 5 4 4 3 3 15G 50.4 -59.9 5 4 4 3 3 160 S?.4 -68.2 5 3 2 OFFICE COP TA BLE 416 ©v® 5 4 4 3 3 3 32 2 2 4 4 4 3 3 3 3 2 2 7 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.1 Page 4C - 18 4 0 0 J LL 0 z O a U E z D Q w F O z O Lu rw G s UA H D O it a Cr O w O z 6 LU U 0 ce 0 W c w m O 0 z s 0 F _ 0 a 0 SHEET # R-08 PFIELITE 3'(MIN.) x 0.032 x 2.0 -LB EPS PANEL (ALLOWABLE CLEAR SPAN CHARTS) ALUMINUM MAX. ULTIMATE ;®1 CORPORATION DESIGN MAX, ALLOWABLE SPAN (FT) PRESSURE' 4650 Lyons Technology Pkwy ' 1-11 .-1 ' '" ' " Coconut Creek, FL 33073 P,.,=.43 PSF CORRESPONDS P,i,_.71.7 PSF; P,=-70 PSF CORRESPONDS P,--176.7 PSF 1-954-949-3200 ELITE I HOUR FIRE RATED PANEL 3" H -MULL WOOD SUBSTRATE %"#xl�' OR #14x2' LAG SCREWS 2' FROM PANELS ENDS & 6' D.C. PER PANEL CONCRETE OR cnNC. BL ncK: Wx24' ELCO CRETE -FLEX SS4 OR EQUAL 2' FROM PANELS ENDS & 6' O.C. PER PANEL W OK 0 U U rn 0 0 2 .032" ALUMINUM FACING 1/2" GYSPUM 1" TONGUE GROOVE GYSPUM CORESOARD 1/2" GYPSUM 1"-2 lbs. EXPANDED POLYSTERENE .032" ALUMINUM FACING B ISOMETRIC BEAD STRUCTURAL ADHESIVE CAULKING i i i a i i W 1"10• �I • • t1 • • / INTERLOCKING CRUS SECTION O.H. BEAD STRUCTURAL ADHESIVE CAULKING 3' (NiIINJ x0.032'x2.0# EPS 00 (ELITE ALUMINUM PANEL) SLOPE 4' MAX WIDTH INTERLOCKING v PANEL c'.1/4'/177 MIN SLOPE) v v 0000000000 wLz UZHW- ]C 3' (MIN.) x0.032'x2.0# EPS O O O za (ELITE ALUMINUM PANEL) EPS CORE 2.0 LB 0-0-0-0-0- ¢ o 0 0 BEAD STRUCTURAL z Y4'0 THRUBOLTS (SIX REQ'D) @ BASE CHANNEL 9.5' O.C. PER EACH 48' WIDE (6063 T-6 ALLOY) ROOF PANEL BASE CiHANNEL (6005 1-6 ALL (9' CLEAR SPAN)I DETAIL 1 SITE SPECIFIC ENGINEER OF RECORD TO PROVIDE FOR ROOF CONNECTION & SUPPORTING STRUCTURE DETAILS. DETAIL (4)-#14x3/4' SMS (TYP. EACH SIDE) 2.000 3.180 090 BASE CHANNEL 2.000 3.163 1il L .055 "H' MDL I. ION %'Ox53V4' SCREW @ 12' O.C. OR (4'0x7' SCREW @ 8' D.C. (BOTH W/ IVa'OxO.031' PLATE WASHER & 0.079' NEOPRENE GASKET (TYP.) <4)-#14x3/4' SMS SCREWS <TYP. EACH SIDE) OPTIONAL t GUTTER OR GENERAL NOTES I. Composite panels shall be constructed using type 3105-H 154 or 300341154 aluminum facings, 2 PCF ASTM C-578 Dyplast Products I.LC brand EPS adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in accordance with approved fabrication methods. 2. Elite roof panels maintain a Ul. 1715 (int) class 'B' (ext) rating and are NER-501 approved. 3. Elite i hour fire rated panel exceeds the structural and impact capacity of the standard 3"x0.032"x I -lb EPS panel. Double I hour panel to achieve 2 hour fire rating wall. 4. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code 6TH Edition (FBC), composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, and Chapter 26 Section 2603. All local building code amendments shall be adhered to as required. 5. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including load combinations) using the data from the allowable loads tables and spans in this approval. 6. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ. 7. Testing has been conducted in accordance to TAS 201-94, TAS 202-94 (including water), TAS 203-94. and ASTM E72. 8. Reference test report number 97-044 from Construction Testing Corporation, 13873 N.W. 19th Avenue, Miami. FL 33054. 9. In the IIVHT., all fasteners to he austenitic stainless steel or coated or plated carbon steel with a Rockwell hardness less than C35 in the load hearing portion of the shank. Screws shall be zinc coated per ASTM A123, A641, or B633 or nickel/chromium plated per ASTM B456, Type SC per Aluminum Design Manual -Part 1. 10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include the strength of the fan beam to exceed shown figures as part of site-specific engineering. II. Products meet the FBC deflection limits including the HVHZ (U80 for spans < 12'-0" in IIVEiZ and L/120 in non-HVHZ per Chapter 16 Table 1604.3. 12. In IIVHZ regions, the L/80 deflection limit is for use in Group R3 occupancies with roof projection not exceeding 12 feet and where the structures are not to be considered living areas per FBC Section 1616.3.1 47. 13. Roof panels may be interlocked to unlimited width within the limitations of the site-specific engineering. Walls panels shall be maximum 48" wide with "H'' mullion between wall panels. 14. Wall and roof panels may he used in site-specific engineered sunroom systems utilizing glazed openings as allowed by the engineer of record. Engineer of record may specify equivalent alternate connection details. 15. Concrete substrate shall be 3350 PSI minimum. Concrete block shall be 2070 PSI minimum. Wood shall have specific gravity (G) of 0.36 minimum. DRIP CAP (INCIDENTAL) :OOC J <n > 0 O.H. ;0 0 36' MAX IN FRONT & 257 O O OF PANEL WIDTH @ SIDES 00 (12' MAX AT SIDES) c 00 m , 00 0 0 w CL 000 000000000 0 0 CL UZHW- ]C 3' (MIN.) x0.032'x2.0# EPS 0 O (ELITE ALUMINUM PANEL) 000 BASE CHANNEL 0 0 BEAD STRUCTURAL z 0 ADHESIVE CAULKING 000 (4)-#14x3/4' SMS �,• J LL (TYP. EACH SIDE) (• BASE CHANNEL 0 0 (6063 T-6 ALLOY) 00 O0 O EPS PANEL/ SPAN DETAIL WOOD SUBSTRATEj (2)-NI"0x1 ' OR #14x2' LAG SCREWS ON EACH SIDE OF 'H' MULLION CONCRETE OR CONC. BLOCK: (2)-Ya'x2Y4' ELCO CRETE -FLEX SS4 OR EQUAL ON EACH SIDE OF 'H' MULLION %'0x5$ SCREW @ 12' O.C. OR Y4.0x7' SCREW @ 8' O.C. (BOTH W/ 11¢'0x0.031' PLATE WASHER & 0.079' NEOPRENE GASKET (TYP.) SLOPE '0 f !000000000000 0 0 0 0 0 0 .000000000000 WALL PANEL W/ 'H' MULLION WALL. PANEL G (4)-#14x3/4' SMS SCREWS (TYP, EACH SIDE) 3' COMPOSITE ROOF PANEL DETAIL 1 4)-#14x3/4' SMS SCREWS TYP. EACH SIDE) DETAIL 2 %'0x5-'4 SCREW @ 12' D.C. J <n > OR 1;'O%7' SCREW @ 8' D.C. J 0 W (BOTH W/ 1)�'OxO,031' PLATE azCL 2 a WASHER & 0.079' NEOPRENE HDU GASKET (TYP.) 3' COMPOSITE U °cam ROOF PANEL U 000 000000000 000000000 000 000000000 000000000 �U :3O O UZHW- Q 1 O �` Q mo 0 0_j (0 LL BASE CHANNEL x N W O (4)-#14x3/4' SMS �,• J LL (TYP. EACH SIDE) (• WALL PANEL WALL PANEL 'H' MULLION ELEVATION WOOD SUBSTRATE: (2)-%-OxI�' OR #14x2' LAG SCREWS ON EACH SIDE OF 'H' MULLION CONCRETE OR CONC, BLOCK: . (2)-Y4'x21/4' ELCO CRETE -FLEX SS4 OR EQUAL ON EACH SIDE OF 'H' MULLION O(4) -#14x3/4' SMS SCREWS (TYP. EACH SIDE) 'H' MULLION O BASE CHANNEL PLAN VIEW A -A ICF COP DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO Box 10039 Tampa, FL 33679 Tel: (813) 857-9955 1018116 1 ISSUED 20171 APPROVALR PRODUCT I N DRAWN BY: DYK CHECKED BY: DYK SCALE: AS SHOWN DATE: 2/19/09 Y No. 9417 DO YEON KIM, P.E. * =FLA. REG. NUMBER 49497' 0110 KIM & M,% 6IATES;' 11I - ; <\S P0�$c13 �J�� A�3 Drawing No. - 090227-134 SHEET 1 OF 1 J <n > J 0 W azCL 2 a Sao HDU O MM NOLO U °cam 0Z) E L) 0) O Q W N W Z 0�� �U :3O O UZHW- Q 1 O �` Q mo 0 0_j (0 LL W W NT 17) W O J LL DRAWN BY: DYK CHECKED BY: DYK SCALE: AS SHOWN DATE: 2/19/09 Y No. 9417 DO YEON KIM, P.E. * =FLA. REG. NUMBER 49497' 0110 KIM & M,% 6IATES;' 11I - ; <\S P0�$c13 �J�� A�3 Drawing No. - 090227-134 SHEET 1 OF 1 C" ELITE PANEL SPAN TABLE`S: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). q C 3" x 0,024 (ALLOWABLE x 1 - LB EPS PANELS CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX, L/80 ALLOWABLE SPAN (FT) L/120 L/180 L/240 10 16.17 15.76 15.03 14.10 20 13.44 13.44 12.22 10.35 30 10.78 10.78 9.41 6.60 40 9.22 9.22 6.60 2.85 50 1 8.17 1 8.17 1 3.79 - 60 7.40 6.39 0.98 - 70 6.81 4.51 1 - - 80 6.33 2.64 1- - 4" x 0,024 (ALLOWABLE x 1 - LB EPS PANELS CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. L/80 ALLOWABLE SPAN L/120 L/180 (FT) L/240 10 20 19.00 1 .0 19.00 15Z 17.17 15.01 16.53 13.95 30 12.50 12, 50 12,50 11.38 40 15.17 14.06 10.97 8.80 50 9.92 9.92 1 9.44 6.22 60 9.13 9.13 7,51 3.64 70 8.52 8.52 1 5.58 1.07 80 8.02 8.02 1 3.64 - 80 7.80 1 4.56 1 - - 6" x 0,024 (ALLOWABLE x 1 - LB EPS PANELS CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)l MAX, L/80 ALLOWABLE SPAN L/120 L/180 (FT) L/240 10 23.00 21.24 21.47 20.85 20 18.06 18.06 18.06 18.06 30 15.13 15.13 15.13 15.13 40 13.34 13.34 13.34 13.34 50 12.10 12.10 12.10 10.91 60 11.17 11.17 11.17 8.43 70 10.44 1 10.44 10.30 5.95 80 9.85 1 9.85 8.43 3.47 3" x 0.032 (ALLOWABLE x 1 - LB EPS PANELS CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)l MAX. L/80 ALLOWABLE SPAN L/120 L/180 (FT) L/240 10 17.50 17.50 16.91 15.96 20 16.64 15.96 14.06 12.16 30 15.17 14.06 11.21 8.36 40 13.69 12.16 8.36 4.56 50 12.22 10.26 5.51 0.76 60 10.75 8.36 2.66 - 70 9.27 6.46 - - 80 7.80 1 4.56 1 - - 4" x 0.032 (ALLOWABLE x 1 - LB EPS PANELS CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)l MAX. L/80 ALLOWABLE SPAN L/120 L/180 (FT) L/240 10 20.50 20.50 20.11 19.24 20 19, 61 19.24 17.49 15.74 30 18.17 17.49 14,87 12.24 40 16.72 15.74 12.24 8.74 50 15.28 13.99 9.62 5.25 60 13.84 12.24 7.00 1,75 70 12,40 10.49 4.38 - 80 10.95 8.74 1.75 - 6" x 0.032 (ALLOWABLE x 1 - LB EPS PANELS CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)l MAX. L/80 ALLOWABLE SPAN L/120 L/180 (FT) L/240 10 24.00 24.00 24.00 23.42 20 23.34 23.21 21.82 20.22 30 22.10 21.63 19.42 17.02 40 20,86 20.05 17.02 13,82 50 19.62 18.47 14.62 10.62 60 1 18.38 16.89 12.22 7,42 70 1 17.14 15.30 9.82 4,22 80 1 15.91 13,72 1 7,42 1.02 3" x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)l MAX, L/80 ALLOWABLE SPAN L/120 L/180 (FT) L/240 10 19.33 18,95 18.31 17.66 20 18.11 17.66 16.36 15.06 30 16.80 16.36 14.41 12.46 40 15.49 15.06 12.46 9.86 50 14.18 13.76 10.51 7.26 60 12.87 12.46 8.57 4.67 70 11,57 11.16 1 6.62 2.07 80 10.26 9.86 1 4.67 - 4" x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)l MAX. L/80 ALLOWABLE SPAN L/120 L/180 (FT) L/240 10 21.97 21.97 21.52 20.97 20 20.77 20.77 19.86 18.76 30 19.57 19.57 18.21 16.55-- 40 18.36 18.36 16.55 14.34 50 17.16 17.16 14.89 12,13 60 15.96 15.96 13.24 9.93 70 14.75 14.75 1 11.58 7.72 80 13,55 13.55 1 9,93 5.51 6" x 0,024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. L/80 ALLOWABLE SPAN L/120 L/180 (FT) L/240 10 23.93 23.93 23.88 23.60 20 23.20 23.20 23.03 22.46 30 22.47 22.47 22.18 21.33 40 21.75 21.75 21.33 20.20 50 21.02 21.02 20.49 19.07 60 20.29 20.29 19.64 17.94 70 19.57 19.57 18.79 16.81 80 18.84 11884 17.94 15.68 GENERAL NOTES 1. Composite panels shall be constructed using type 300311154 aluminum facings, 1 or 2 PCF ASTM C-578 carpenter brand EPS adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in accordance with approved fabrication methods. 2. Elite roof panels maintain a UL 1715 (int) class `B' (eXt) rating and are NER-501 approved. 3. This specification has been designed and shall be fabri(:ated in accordance with the requirements of the Florida Building Code 6`h Edition (FBC), composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, and Chapter 26 Section 2603. All local building code amendments shall be adhered to as required. 4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including load combinations) using the data from the allowable loads tables and spans in this approval. 5. Deflection limits and allowable spans have been listed Ito meet FBC including the HVHZ. In HVHZ, this product shall be used in structures "not to be considered living areas" per See tion 1616 unless impact resistance in accordance to the HVHZ requirements are met. 6. Safety factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for Aluminum Structures Part I and conforms to the FBC Chapter 16 and 20. 7. Testing has been conducted in accordance to ASTM E'12-05: Strength Test of Panels for Building Construction. 8. Reference test reports: HETI-05-1988, HETI-06-2104, HETI-06-2066, HETI-06-2105, HETI-06-2067, HETI-05-1002, HETI- 06-2107, HETI-05-1987, HETI-06-2069, HETI-06-2070, HETI-06-2071, HETI-05-1994, HETI-05-1991, HETI-06-2072, HETI-06-2073, HETI-06-2074, HETI-05-1996, HETI-b5-1989, HETI-05-1993, HETI-05-1985, HETI-054995, HETI-05- 1990, HETI-05-1997, HETI-05-2037, HETI-05-2029, HETI-05-2039, HETI-05-2030, HETI-05-2041, HETI-05-2048, HETI- 05-2036, HETI-05-2031, HETI-05-2038, HETI-05-2065, HETI-05-2040, HETI-05-2042. 9. Linear interpolation shall be allowed for figures within the tables shown. 10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include the strength of the fan beam to exceed shown fissures all Dart of site-snecific enQineeriniz. 3" x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. L/80 ALLOWABLE SPAN L/120 L/180 (FT) L/240 10 20.11 20.03 19.42 1 18.81 20 19.02 18.81 17.58 16.35 30 17.93 17.58 15.73 13.89- 3.8940 40 16.83 16.35 13.89 11.43 50 15.74 15.12 12.05 8.97 60 14.64 13, 89 10.21 6.52 70 13,55 12.66 8.36 4,06 80 12.46 11.43 6.52 1.60 4" x 0,030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)l MAX. L/80 ALLOWABLE SPAN L/120 L/180 (FT) L/240 10 24.17 24,17 24.17 24.17 20 23.64 23.64 23.41 23.11 30 22,57 22.57 21.90 21.01 40 1 21.51 21,51 20.39 18.91 50 20.45 20.45 18.88 16.80 60 19, 39 19.39 17.37 14.70 70 1 18.33 18.33 15,86 12.59 80 17.26 17.26 14.35 10.49 6" x 0,030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE -LOAD (PSF)1 MAX. L/80 ALLOWABLE SPAN L/120 L/180 (FT) L/240 10 24,00 24.00 24.00 23.84 20 23,65 23.65 23.34 22.84 30 22.94 22.94 22.59 21.85 40 22.23 22.23 21,85 20.85 50 21.53 21.53 21.10 19.86 60 20.82 20.82 20.36 18.87 70 20.11 1 20.11 19.61 1 17.87 80 19.40 19. 1 18,87 1 16.88 SEAL JOINT WITH CONTINUOUS CAULKING o 0 0 o 0000 000000 Za 0 0 0 0 0 0 0 0 0 0 � a ca BOTTOM FACINGS INTERLOCKING CROSS SECTION SLOPE 4' MAX WIDTH INTERLOCKING PANEL (1/4'/FT MIN SLOPE) 000000000000 W I- 0 ¢ w EPS CORE iLB OR 2LB aA ALUMINUM BOTTOM DO0 FACINGS 00 Fes --CLEAR SPAN (L) INSIDE TO INSIDE �D00 0 000 ENGINEER OF RECORD TO PROVIDE 00 FOR ROOF CONNECTIONS & ADD THICKNESS OF 00 SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL 00 THIS OR ANY OTHER ENGINEER. PANEL SPAN 00 OPTIONAL GUTTER OR DRIP CAP O.H. 36' MAX IN FRONT & 25% OF PANEL WIDTH @ SIDES (12' MAX AT SIDES) EPS ROOF PANEL/ SPAN DESCRIPTION DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tampa, FL 33679 Tel: (813) 857-9955 20171 Edition PRODUCT I C-, DRAWN BY: DYK CHECKED BY: DYK SCALE: AS SHOWN DATE: 2/19/12 Y. �i.••��GENS�c .�„ DOVEIM� IM P.E. -', FLA. REG. NUMBER 44497 DO KIM & ASSOCIATES, LWd V87 4(/ PO 10039 Piro,j1(D�967�i NAL T�/III 111-1{11` Drawing No. - FL -1001 SHEET 1OF1 J Q Cn > J O ccaza W ir- o Y ti W Cl) t- C 0)-ja- o OU- O m 2 W U o c Y =r - (D O5a U Q W O SHV W 0 O C O L) Z H Q O O UO 2 2 H +) J 0-167 W LO W o ItIt (L W W O J LL DRAWN BY: DYK CHECKED BY: DYK SCALE: AS SHOWN DATE: 2/19/12 Y. �i.••��GENS�c .�„ DOVEIM� IM P.E. -', FLA. REG. NUMBER 44497 DO KIM & ASSOCIATES, LWd V87 4(/ PO 10039 Piro,j1(D�967�i NAL T�/III 111-1{11` Drawing No. - FL -1001 SHEET 1OF1