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1822 Selva Grande Dr ACC19-0060 Screen Enclosure ACCESSORY PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH ACC19-0060 'r. `�' ISSUED: 10/7/2019 800 SEMINOLE ROAD �``'';"� ATLANTIC BEACH. FL 32233 EXPIRES: 4/4/2020 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: 1822 SELVA GRANDE DR ACCESSORY SINGLE OR TWO SCREEN ENCLOSURE $19000.00 FAMILY ACCESSORY TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169542 5008 SELVA TIERRA COMPANY: ADDRESS: CITY: STATE: ZIP: TROPICAL ENCLOSURES BY 4411 KELNEPA DR JACKSONVILLE FL 32207 MASTER SCREENS, I OWNER: ADDRESS: CITY: STATE: ZIP: MCGOURTY ALEXANDRA 1822 SELVA GRANDE DR ATLANTIC BEACH FL 32233 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL II Notes: All runoff must remain on-site during construction. 2 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. Issued Date: 10/7/2019 1 of 2 •.s`rvi-r, ACCESSORY PERMIT PERMIT NUMBER Ji rr ,` '*0 CITY OF ATLANTIC BEACH ACC19-0060 ,3>r, „" ISSUED: 10/7/2019 800 SEMINOLE ROAD -to;: 9" ATLANTIC BEACH. FL 32233 EXPIRES:4/4/2020 i 3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 4 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 5 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking must be removed from job site by Contractor. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $150.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $75.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.13 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.75 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00 TOTAL: $356.88 Issued Date: 10/7/2019 2 of 2 -ir:LyjIF., , City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) \` 800 Seminole Road ��i 1 / Atlantic Beach, Florida 32233-5445 if 0 (00 Phone(904)24,7-5826 • Fax(904)247-5845 E-mail: 4V building-dept@coab.us Date routed: 7 ii z(1 9 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 15Z Z- CL\fAC;ePk►�JG— Department review required Ye/ No uilding) Applicant: 1 )PtCL L EN CLoso - b / V 4 --ling Zonin_13 Tree Administrator Project: C R-C-C--- C—&CWs U l is or s enc Utiliti j ----Pab+ie-Safety Fire Services Review fee $ Dept Signature Review or Receipt Other Agency Review or Permit Required of Permit Verified By Date o(" Florida Dept. of Environmental Protection p� � Florida Dept. of Transportation x C St.Johns River Water Management District �J Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ©Denied. I INot applicable (Circle one.) Comments: :UILDIN PLANNING &ZONING I `ry Date:�,/G rig by: TREE ADMIN. Second Review: t Approved as revised. ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES /�y� PUBLIC SAFETY Reviewed by: / Date: /0-C9-19 FIRE SERVICES Third Review: ❑Approved as revised. ❑Denie . ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 4,,Y-"iii,,.., Building Permit Application OFFICE COPY Updated 10/9/18 ss� 1 _'t City of Atlantic Beach Building Department **ALL INFORMATION 15 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY �`�=f s),- IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: 1822 Selva Grande Dr,Atlantic Beach,FL 32233 Permit Number: I (ICA(, `00(0 0 Legal Description 38-28 09-2S-29E SELVA TIERRA LOT 4 RE# Valuation of Work(Replacement Cost)$19,000 Heated/Cooled SF Non-Heated/Cooled • Class of Work: ❑New ❑Addition ❑Alteration DRepair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial ®Residential • If an existing structure,is a fire sprinkler system installed?: ❑Yes ❑No • Will tree(s) be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) ❑No Describe in detail the type of work to be performed: Concrete, Screen Enclosure Florida Product Approval# for multiple products use product approval form Property Owner Information NameName Anand'& I �� C('tutiY f'/ Address 1822 Selva Grande Dr City Atlantic Beach State FL Zip 32233 Phone 904-744-3500 E-Mail `T _ Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company Tropical Enclosure by Masterscreens Qualifying Agent Scott Norton Address 3500 Beachwood Court,Suite 205 City Jacksonville State FL Zip 32224 Office Phone 904-744-3500 Job Site Contact Number 904-744-3500 State Certification/Registration# SCC131150288 E-Mail tropicalencIosures@gmail.com Architect Name&Phone# Engineer's Name&Phone# Workers Compensation Insurer "en1.e/d g-itSwct f t4, OR Exempt❑ Expiration Date 10/ I u Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with alI 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 BEFIRE RECOR ING YOUR NOTICE OF COMMENCEMENT. •�! C; `, � la (Signature of Owner or Agent) (Signature of Cont) Signed and sworn to(or affirmed)before me this IS day of Signed and sworn to(or affirmed)before me this IX day of PrP K-I L. , 2-019 ,byfli tandra cf-our AvN1 I , Zc19 ,by 4)(4= MAiLot (Signature of Notary) (Signature of Notary) I 11<ç , ALANA v-i-iLI.IAM5 i . ALNILLANISPersonally Known OR Cersonally Known OR '" d= I, oti - Commission#GG 64669 MyCommission Expires ]Produced Identification =* * Produced Identificatio _ _ --p� ,, �Q` it"o, My Commission Expires Type n (`,:;? ! January 22, 2021 e of Identification: - Jon Baty ?" �t111 T e of Identification: I _I yP ` k Permit Reviews 15,a%'i 'li e City of Atlantic Beach Permit Number: ACC19-0060 Description:SCREEN ENCLOSURE Applied: 7/12/2019 Approved: Site Address: 1822 SELVA GRANDE DR OFFICE C0PY Issued: Finaled: City,State Zip Code:Atlantic Beach, Fl 32233 Status: RECEIVED Applicant: <NONE> Parent Permit: Owner: MCGOURTY ALEXANDRA Parent Project: Contractor:<NONE> Details: LIST OF REVIEWS SENT DATE RETURNED DUE DATE TYPE CONTACT STATUS REMARKS DATE Review Group:AUTO 7/12/2019 7/12/2019 SUBMITTAL Permit Tech APPROVED COMPLETENESS Notes: 7/12/2019 7/15/2019 7/26/2019 ZONING Zoning DENIED Notes: , Setbacks:Section 24-67(c)requires a site plan showing setbacks. Please provide a site plan showing setbacks from all new elements to property lines. Tree Removal:Section 23-21 requires a Tree Removal Permit for any trees removed within 2 years of this project. Please submit a Tree Removal Permit Application if any trees are to be removed or were removed in the last 2 years.If no trees are to be removed or were removed,then please fill out an Affidavit of No Tree Removal.Both forms are available on the city website under Planning and Zoning and at City Hall. 7/12/2019 7/16/2019 7/26/2019 BUILDING Building DENIED Notes: Correction Comments: 1.The Homeowner Sunroom Enclosure Affidavit is incomplete.The Category Number for the type of enclosure was not filled in.Please correct at the Building Department. 2.An Affidavit for attaching a structure to a host structure needs to be submitted and returned to the Building Department,2 copies.A PDF of that affidavit will be attached to this review. 3.NOC submitted was not recorded. Please record it. 7/12/2019 7/16/2019 7/26/2019 PUBLIC WORKS Public Works APPROVED Received 7/15/19 W/CONDITIONS Notes: See Conditions of Approval that will be printed on Permit. NOT APPLICABLE 7/12/2019 7/17/2019 7/26/2019 PUBLIC UTILITIES Public Utilities TO DEPARTMENT Notes: Printed:Thursday, 26 September, 2019 1 of 1 r Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN f---- City of Atlantic Beach Building Department GRAY IS REQUIRED. l'J 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: NCLIC(- ` 0tp d OFFICE COPY ❑ Revision to Issued Permit OR cx. Corrections to Comments Date: Cl3O1% Project Address: 1$ZZ Seiva. Gran& Dr i k ant+ c (detach 1 R 32233 Contractor/Contact Name: SUM- Mainn Contact Phone: QdN-,4 El--,3(60 Email: fctar a 0 1-ropicalerickisur7C 'Cern Description of Proposed Revision/Corrections: I 11411% t\ S(TYIQ. 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? C No — Yes (additional s.f. to be added: ) • Will proposed revision/corrections add additional increase in building . :lue to original submittal? ".No ❑*Yes(additional increase in building value. $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: � �--�.—___ �� (Office Use Only) K pproved __ Denied — Not Applicable to Department Permit Fee Due-60 s 0 Revision/Plan Review Comments De nt Review Required: Buildi _ /� Planning&Zoning] V Reviewed By Tree Administrator Public Works Public Utilities l0 '4?-aO/9 Public Safety Date Fire Services Updated 10/17/18 vt , r• J�, ;kk `'' CITY OF ATLANTIC BEACH ss� OFFICE COP y' p ,� 800 SEMINOLE ROAD - 11, - ATLANTIC BEACH, FL 32233 (904) 247-5800 J331S)r BUILDING REVIEW COMMENTS Date: 7/16/2019 Permit #: ACC19-0060 Site Address: 1822 SELVA GRANDE DR Review Status: denied REM 169542 5008 Applicant: TROPICAL ENCLOSURES BY MASTER Property Owner: MCGOURTY ALEXANDRA SCREENS, I Email: TROPICALENCLOSURES@GMAIL.COM Email: Phone: 9047443500 Phone: 9047443500 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 Homeowner Sunroom Enclosure Affidavit is incomplete. The Category Num er for the type of enclosure Was not filled in. Please correct at the Building Department. 2. •n Affidavit for attaching a structure to a host structure needs to be submi -. and returned to the Building Department, 2 copies. A PDF of that affidavit will be a -• -a to this review. . NOC submitted was not recorded. Please record it. ni n 1 . C /0- 2 -'7 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 e mol,1.ed R-ev;P L, Co 1,0.9, ' 4- '' /619 frly Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. 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 they make changes to the sunroom which could include, but not be limited to, addition of any form of temperature control system or removal of the doors/windows separating the sunroom from the host structure, the room may become non-compliant with the requirements as mandated by the Florida ildirtg-eede-t torida Modei Energy Code and State Statutes. 7WNErn( .7. 1 ,/ I have read this complete form and unders';nd I am receiving a Category Sunroom.(I-V) Printed Name Alexandra McGou yAddress 1822 SELVA G ANDE DR,,Atlantic Beach FL 32233 Signed: afrIA.t C ('.II, Date: "I / I S / A q Before me this IS day of '�tJ i Jn 1 in he County of Duval .to of Florida,has personally appeared 1 k � ` JV ld tt me 6ou 1 9� �"'�' " 1 .- ' d herein by himself/herself and affirms all statements and declarations herein are true and accur Notary Public at Large,State of__T County of bu U o.k Personally Knot Produced Identification ID Type — j Sunroom and Screen Enclosure Requirements Category 6�, II Ill IV V Habitable Space No No No Yes Yes Foundation Walls<200plf Walls<200plf Walls<200plf can Walls<200plf Walls<200plf can can have 8"W can have 8"W have 8"W x12"D can have have 8"Wx12"D x12"D ftg or 3- x12"D ftg or 3- ftg or 3-1/2"slab if 8"Wx12"D ftg ftg OR have site 1/2"slab if no 1/2" slab if no no concentrated OR have site specific concentrated concentrated load>750lb OR specific engineering load>750lb OR load >750lb OR have site specific engineering have site specific have site specific engineering engineering engineering Existing exterior GFCI outlet Relocate or add additional outlet to exterior if enclosed Exit Lighting Not Required Required Required I Required Required Interior Electric Not Required Not Required Required Required Required Outlets Emergency Egress from Egress and Exit Egress and Exit Egress and Egress and Exit Escape exist. structure must meet code must meet code. Exit must meet must meet code. Openings allowed if open to code. atmosphere and has screen door leading away from residence. Misc.Window Host structure Windows must Windows may be Host structure Host structure and Door windows/doors be removable fixed or removable. windows & windows&doors Requirements shall not be Host structure Host structure doors shall not may be removed. removed. windows/doors windows and be removed. Forced entry, air shall not be doors shall not be Forced entry, leakage and water removed. removed. Forced air leakage penetration entry, air leakage and water requirements and water penetration apply. penetration requirements requirements apply. apply. Wind Borne Debris Opening Not Required Not Required Required, can be on host structure, if built under existing Protection roof Energy Sheets Not Required Not Required Not Required Required Required f OFFICE COPY AFFIDAVIT FOR ATTACHING A NEW STRUCTURE TO AN EXISTING STRUCTURE TO: Building Inspection Department,City rofAtlantic Beach, 800 Seminole Road Home Owner; - -\.5�. f Art7.. ���ouir+5_ Name 1 ST_ StIlKk Cir ck (fir Street Address 6eacr , f. 3 233 City. State and Zip Code Contractor: ki- k.16w1 Permit Number ftL. i q - tc2O 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 stat of work performed on this structure. Signed /'t, Date 1, 6 / 19 Before me this 30 day of SQ be/ In the County of Duval,State of Florida,has personally appeared SCOft n herein by himself/herself and Affirms all statements and declarations herein are true and accurate. _ Co nm s'Aon#G�Aq�6 9 ::A '�-_se, My Commission Expires '% f `'` January 22, 2021 Notary Public at Large, State of F(, ,County of ,f f/V� -.._ _.... .__ Personally Known Produced Identification ID Type F:building/affidavit for attaching a new structure to an existing structure.docx 7/21/09 ;;;0--t'-'1%.1 b TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY �'S il City of Atlantic Beach } PERMIT# zCommunity Development Department 1 800 Seminole Road Atlantic Beach,FL 3223 \,`�! p,Sf=f r (P)904-247-5800 FIC E COPY SITE INFORMATION ADDRESS 1822 SELVA GRANDE DR Atlantic Beach FL 32233 SUBDIVISION Selva Tierra BLOCK LOT 4 RE# 0 RESIDENTIAL ❑ COMMERCIAL ❑ OTHER APPLICANT INFORMATION NAME Alexandra McGourty PHONE# ADDRESS 1822 SELVA GRANDE DR CELL# CITY Altantic Beach STATE FL ZIP CODE 32233 EMAIL 0 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 PROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized Agent (. 4AleXa v1Ct Vel qeG :ki q -2(0- 19 SIGNATURE OF APPLICANT PRINT OR TYPE NAME DATE SIGNATURE OF APPLICANT(2) PRINT OR TYPE NAME (•)/q ' G DATE /I Signed and sworn before me on this �`1' day of,�(1,m I ' , o/-1 by State of 0 Of iCLO A-leo/tint 1 v houviv County of Da,Vat Identification verified: D V I Oath Sworn: Yes ❑ N41 TO1LLI2aM '- 0 e Nicole Durham N. ary Signature My Commission GG 313508 w Expires 03/182023 M ommission expires ) I l03 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 �,i�:�y-,—. City of Atlantic Beach APPLICATION NUMBER Ji �s fiii ► t, Building Department (To be assigned by the Building Department.) --,5• Matic Seminole Road 1\(,Q (` 1 0 0& 0 ,� - �� Atlantic Beach, Florida 32233-5445 `. "t 11 Phone(904)247-5826 • Fax(904)247-5845 ii �„'I d;3 9T E-mail: building-dept@coab.us Date routed: 7 Z(I 9 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: l 8Z-Z-- L.L.\fPC�eh►vU Department review required Yes No wilding) Applicant: t R._op t f L E_Jv CLas02..c-- b _ Ping &9 Tree Administrator Project: Ck 1 E&'Cl>O S 0 2 -PU5lic Works—7 Al- Pats it c-CRiIi i-1) Putblie-Safety) Fire Services Q`"l e."”' Dept Signature (Th U ll ,fit �- �` ►� t Required Review or Receipt Date ," of Permit Verified By :tion O & .t )istrict E sr-- . 1 0 0 �(\ Qr 9 Z 6,(9 tobacco — . LICATION STATUS Reviewing Department First Review: ['Approved. enied. ❑Not applicable (Circle one.) Comments: /e-- �ks r BUILDING 4 `Goes PLANNING &ZONING Reviewed by: . . - Date: 7/I 57 I 9 TREE ADMIN. Second Review: pproved as revised. ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: ,1641'_ GJ Date: r -30- (6( FIRE SERVICES Third Review: Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 rte-lr� Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. '1 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: f�CC.Iq 00L26 ❑ Revision to Issued Permit OR c.Corrections to Comments Date: -I I 3C)11Ck Project Address: i O 22 SeAva Griar ,d , 0r Ail cu.+c Pert I R 3223 3 Contractor/Contact Name: ASCO+- k\61t)f Contact Phone: ant-i-1 y y -3(6O Email: ilc1 Ana @, tr piCal enCiaitl►'rt ,CDYYI Description of Proposed Revision/Corrections: I IkiiVa 1 0,XIC()Pg_. 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 buildin: •:lue to original submittal? No ❑*Yes(additional increase in building value- $ - ' "" ) (Contractor must sign ifincreaseinvaluation) *Signature of Contractor/Agent: / (Office Use Only) proved — Denied — Not Applicable to Department Permit Fee Due $ Revision/Plan Review Comments De_parfinent Review Required: ui_IdinE _ r; Planning&Zonings:` Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services Updated 10/17/18 �S '''�7,, TREE &VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY s' 3J City of Atlantic Beach PERMIT# r) Community Development Department 7 800 Seminole Road Atlantic Beach,FL 32233 ____)-:`�3:t19'' (P)904-247-5800 SITE INFORMATION ADDRESS 1822 SELVA GRANDE DR Atlantic Beach FL 32233 SUBDIVISION SelvaTierra BLOCK LOT 4 RE# ❑X RESIDENTIAL ❑ COMMERCIAL ❑ OTHER APPLICANT INFORMATION NAME Alexandra McGourty PHONE# ADDRESS 1822 SELVA GRANDE DR CELL# CITY Altantic Beach STATE FL ZIP CODE 32233 EMAIL X❑ 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 PROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized Agent a4 Alexa v>e,t vet i4eC�c, -ii q -ZG— 19 SIGNATURE OF APPLICANT PRINT OR TYPE NAME DATE SIGNATURE OF APPLICANT(2) PRINT OR TYPE NAME DATE / Signed and sworn before me on this �� day of Sa i /''-1(,/, vby State of 0106 PctXCLv\ VCA. (V\t buVhj County of DU,VC � Identification verified: 91,---- I Oath Sworn: Yes ❑ No I , 101UP aik) ) ,,,a. Notary. Public State of Florida :P Nicole Durham N. ary Signature ,Ii My m 313508 0-3 ww ExpiCores 03/18/2mission023GG M ommission expires I 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 !s Irl j/�t -,..45-, 22‘,1.x-- .' ix�ti�• 4 r`'4 4. Permit Re `i Ws -,,,,4-1,,,,,-,_,,,, ,.,,,,;:.t, ,net City of Atlantic Beach ., . . .r. Permit Number: ACC19-0060 Description:SCREEN ENCLOSURE Applied: 7/12/2019 Approved: Site Address: 1822 SELVA GRANDE DR Issued: Finaled: City,State Zip Code:Atlantic Beach, Fl 32233 Status: RECEIVED Applicant: <NONE> Parent Permit: Owner: MCGOURTY ALEXANDRA Parent Project: Contractor:<NONE> Details: LIST OF REVIEWS SENT DATE RETURNED DUE DATE TYPE CONTACT STATUS REMARKS DATE Review Group:AUTO 7/12/2019 7/12/2019 SUBMITTAL Permit Tech APPROVED COMPLETENESS Notes: 7/12/2019 7/15/2019 7/26/2019 ZONING Zoning DENIED Notes: Setbacks:Section 24-67(c)requires a site plan showing setbacks.Please provide a site plan showing setbacks from all new elements to property lines. Tree Removal:Section 23-21 requires a Tree Removal Permit for any trees removed within 2 years of this project. Please submit a Tree Removal Permit Application if any trees are to be removed or were removed in the last 2 years.If no trees are to be removed or were removed,then please fill out an Affidavit of No Tree Removal. Both forms are available on the city website under Planning and Zoning and at City Hall. 7/12/2019 7/16/2019 7/26/2019 BUILDING Building DENIED Notes: Correction Comments: 1.The Homeowner Sunroom Enclosure Affidavit is incomplete.The Category Number for the type of enclosure was not filled in.Please correct at the Building Department. 2.An Affidavit for attaching a structure to a host structure needs to be submitted and returned to the Building Department,2 copies.A PDF of that affidavit will be attached to this review. 3. NOC submitted was not recorded. Please record it. 7/12/2019 7/16/2019 7/26/2019 PUBLIC WORKS Public Works APPROVED Received 7/15/19 W/CONDITIONS Notes: See Conditions of Approval that will be printed on Permit. NOT APPLICABLE 7/12/2019 7/17/2019 7/26/2019 PUBLIC UTILITIES Public Utilities TO DEPARTMENT Notes: II Printed:Thursday,26 September,2019 1 of 1 o ECEIV ( ,'JyCity of Atlantic Beach 15 APPLICATION NUMBER Building Department L, ( e assigned by the Building Department.) r800 Seminole Road (� 1 1 Atlantic Beach, Florida 32233-5445 BY: 1\LL1`"t -- O 0 Co 0 \ Phone(904)247-5826 Fax(904)247 5845 ` E-mail: building-dept@coab.us Date routed: 7/i z ti 9 City web-site: http://www.coab.us — APPLICATION REVIEW AND TRACKING FORM Property Address: le,Z Z.- 1L\1AG hI JD Department review required Yes No C (- ufding) Applicant: C P ICAC.- EN Ct_.osoa& b -PInnmg 86---Zoning, Tree Administrator P[T-Tfc Works - Project: C-�.� �,r'`.)C�L.O s 0 � K ) Pdblic Utili if e—> :Public Safety— Fire afetyFire Services Review fee $ Dept Signature Review or Receipt C' Other Agency Review or Permit Required Date of Permit Verified By 0( Florida Dept. of Environmental Protection p e7 Florida Dept. of Transportation 'ND k St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING / Reviewed b e Date. 7'1 --/f 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 05/1912017 01,APTr;+r City of Atlantic Beach APPLICATION NUMBER js • Building Department (To be assigned by the Building Department.) tla Beac Road f1( i c� _ /1CO 0 '�s' Atlantic Beach, Florida 32233-5445 `. ""� if/1 l.1 Phone(904)247 5826 Fax(904)247 5845 l .4o;o;3 9%' E-mail: building-dept@coab.us Date routed: 7(! Z City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I6Z Z- 1-VAC\e K)06,- Department review required Yes No (( — [` b uilding) l Applicant: PtCAL- L N CLOsc�QJ Plng &Zoning) �- Tree Administrator Project: - C-k. -- 1�:A.)CLOS 0 PUbTc Works • Pty isi i Pttblie-Sa ety Fire Services Review fee $ Dept Signature Review or Receipto Other Agency Review or Permit Required Date of Permit Verified By Florida Dept. of Environmental Protection 0 �C/ Florida Dept. of Transportation V .8C St. Johns River Water Management District sr— Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ['Approved. ['Denied. Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: ` �t/(ti--- Date: 9—/G—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 oh o/ _ -f 11in .)4-19'1Y1 +. r5 so c2 S\A)0LAI c:).+ aicro9 +`lC -1 (7P2,3) hl - ,oi - 8 E aaZ£ WIle9 - 9-v'g yam; d -re"-vs.`'9 vin?-s 7221 \,/U SZ ORDERED BY: IIIII '" 4L ; _ Kl"M • n .fit .. ,. ' Ai. I '�� 4r: ..•s s�t -----1-* . t , 'm Y . KELLER 9 i - ':11 .-- i WILLIAMS R ,. . : i R L :1 I. T 1• • ////iii/ii• 64ii/iit•i:, - PROPERTY ADDRESS: 1822 SELVA GRANDE DRIVE, ATLANTIC BEACH, FLORIDA 32233 SURVEY NUMBER: 1806.3918 FIELD WORK DATE:6/28/2018 REVISION DATE(S):(REV.1 6/29/2018) C-1 C-2 C-3 R=329.47'(P*M) R=472.55'(P$M) R=472.55'(P*M) 18063918 L=50.02'(P)50.75'(M) L=2.66(P)2.62'(M) L= l 0 I.43'(P) l 01.29r1/1) BOUNDARY SURVEY A =5'4/'55'(f)5°49'30'(M) A =0°/9'291(P)0°19'021(M) A = /2°17'27'(P) 12°/6'24'(M) DUVAL COUNTY S 10°39'571 W, 49.97'(P) N 14°51'59'E, 2.65'(P) N 8 33'3/'E, 101.24'(P) 5 10°°31'20'W. 50.70'(M) 5 1 1°45'39'W, 2.62'(M) N 5°/7'39'E, 101.09'(M) o N 89°35'07'E I 59.27'(M) 4 t 1/2"FIP /2°FIP 4 LOT 55 N 89°35'07'E 158.72 (P) m NO ID CATV NO ID B.R. (PER PLAT) iii / / / / N I / / / / / CATV ❑ 11 CAN I 1.4'ON b 5'X'0 JFA-EF 49.7' m • o I/N b5 LOT 4 - C y#####d \ 5.5'h �TM E Z 0 N V ♦ / 5. 12E9 822 9.6 a L, - O t o <m - , \ 2.I' KIA �� ,� , / in 8.3' �. -. 11 . . ." j 3 i , . p �.� .. in SS/"ASS O O 2.5' 3.2' .'?...'..‘;19.:4(),• 41 Z z , oTi Q .i Ti a7.o' ` 12.7' -p 'h' 19.6 N • ` l,. 5.1 1 N- 2 1.8 mpp- iirow,,,,,,,it..414..-- ..14 ON LINE CU (r) .:, FIP • 1/2"FIP /2110 ID rim❑L NO ID o LOT 3 S 89°51'33"W 135.16'(M) 0 25O. S 89°35'07'W 135.06'(P) ep � �SURVEYOR'S NOTES m : LOT APPEARS TO BE SERVICED BY PUBLIC WATER AND SEWER. U NOTE - FENCE EXISTS; FENCE OWNERSHIP NOT DETERMINED. PLEASE REVIEW FENCE LOCATION ON DRAWING. JEA-E : JACKSONVILLE ELECTRIC AUTHORITY EASEMENT I/2"HP NO ID ••G••galls•dti k. •c1IFI• •• • • No 3932 e • - ,, /�!� 30i � 0 15 30 me Ilk I heleb�cehi(y lig 61fKnd�y S1�ey of the hereon described property has been made under ` i ` I my sums/ ;�t010 sTireSta of age and belief,bis eFeand idaBoaurate rdofProfesionallon GRAPHIC SCALE (In t of a surpoy�Q meets life Stas Practiceo/ set forth by the Florida Board of Professional Feet) \�, Surveyors& FDr3J,gt(brJIE•5J-17 of the Florida Administrative Code. 1 inch = 30' ft. Use of This Survey for Purposes other than Intended,Without Written Verification,will be at the User's Sole Risk and Without Liability to the Surveyor. Nothing hereon shall be Construed to Give ANY Rights or Benefits to Anyone Other than those Certified. FLOOD INFORMATION: POINTS OF INTEREST BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING NONE VISIBLE MUNICIPALITY OR WWW.FEMA.GOV,THE PROPERTY APPEARS TO BE LOCATED IN ZONE X.THIS PROPERTY WAS FOUND IN THE CITY OF ATLANTIC BEACH,COMMUNITY NUMBER 120075, DATED 06/03/13. 4 JOHN WHITESELL CLIENT NUMBER: DATE: 06/29/18 c3 BROKER ASSOCIATE ,'''„ 904.495.3973 R <ELI F BUYER:ALEXANDRA AND DANIEL MCGOURTY '; JWHITESELL@KW.COM WILLIAMS. OF WWW.MOYINGYOUINTOTHEFUTURE.COM ' ,� , 1 SELLER: CERTIFIED TO:ALEXANDRA AND DANIEL MCGOURTY; PONTE VEDRA E A C T A LAND SURVEYORS.INC. TITLE, LLC;OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY;STEARNS LENDING,LLC 11940 Fairway Lakes Drive, Suite 1, Ft. Myers, FL 33913 1 LB#7337 IP: 866.735.1916 I F: 866.744.2882 This is page 1 of 2 and is not valid without all pages. REPORT OF SURVEY 1806.3918 This is page 2 of 2 and is not valid without all pages. LEGAL DESCRIPTION: LOT 4, SELVA TIERRA,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 38, PAGES 28 AND 28A,OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. • JOB SPECIFIC SURVEYOR NOTES: THE BEARING REFERENCE OF N89°35'07"E IS BASED ON THE NORTHERLY PROPERTY LINE OF LOT 4,SELVA TIERRA,AS RECORDED IN PLAT BOOK 38,PAGES 28 AND 28A,OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. GENERAL SURVEYOR NOTES: 1. The Legal Description used to perform this survey was supplied by others.This survey does not determine or imply ownership. 2. This survey only shows improvements found above ground.Underground footings,utilities and encroachments are not located on this survey map. 3. If there is a septic tank,or drain field shown on this survey,the location is approximate as the location was either shown to Exacta by a third party or it was estimated by metal detection, probing rods,and visual above ground inspection only.No excavation was performed in order to determine the exact and accurate location. 4. This survey is exdusively for the use of the parties to whom it is certified. 5. Additions or deletions to this survey map and report by other than the signing party or parties is prohibited without written consent of the signing party or parties. 6. Dimensions are in feet and decimals thereof. 7. Due to varying construction standards,house dimensions are approximate. 8. Any FEMA flood zone data contained on this survey is for informational purposes only.Research to obtain such data was performed at www.fema.gov. 9. All corners marked as set are at a minimum a 1/2"diameter,18"iron rebar with a cap stamped LB#7337. 10.If you are reading this survey in an electronic format,the information contained on this document is only valid if this document is electronically signed as specified in Chapter 5J-17.062(3)of the Florida Administrative Code.The Electronic Signature File related to this document is prominently displayed on the invoice for this survey which is sent under separate cover.Manually signed and sealed logs of all survey signature files are kept in the office of the performing surveyor.If this document is in paper format, it is not valid without the signature and original raised seal of a Florida Licensed Surveyor. 11.Unless otherwise noted,an examination of the abstract of title was NOT performed by the signing surveyor to determine which instruments,if any,are affecting this property. 12.The symbols reflected in the legend and on this survey may have been enlarged or reduced for clarity.The symbols have been plotted at the center of the field location,and may not represent the actual shape or size of the feature. 13.Points of Interest(POI's)are selected above-ground improvements which may be in conflict with boundary,building setback or easement lines, as defined by the parameters of this survey.There may be additional POI's which are not shown,not called-out as POI's,or which are otherwise unknown to the surveyor.These POI's may not represent all items of interest to the viewer. 14.Utilities shown on the subject property may or may not indicate the existence of recorded or unrecorded utility easements. 15.The information contained on this survey has been performed exclusively,and is the sole responsibility,of Exacta Surveyors.Additional logo or references to third party firms are for informational purposes only. 16.Pursuant to F.S.558.0035,an individual employee or agent may not be held individually liable for negligence. 17.House measurements should not be used for new construction or planning.Measurements should be verified prior to such activity. • LEGEND: LINETYPTS:,�aaeas or,asesee ao� SURVEYOR'S LEGEND SYMBOLS:ruoaa mama omt l IRON PENCE ' BOUNDARY UNE ( _ SURFACE TRW:luaeeo°eaet ora et BENCH MARK 4 PRL HYDRANT STRUG�URE J I O�,c-�r•EAD UNES . 4 (Alf9UlN[ • ttm OR SET MONUMnT BRICK ti�t1 W1mNRC OR ANCHOR JFK CENTERLINE SURVCY TIC UN[ A^d'ItALT as TILL ,A CENTRAL ANGLE or DELTA 0 GLMVIR L COMMON OWNERSHIP F CASEMENT or VAR[RNC[ W OR PARR'OOD PENCE R(..�+•''IWATER NtJODr7j .' CONTROL PONT CONCRETE MONuM[NT Es rim m O[=KT[O'S EDGE Or WATER _ VINYL rah[ Y�Til CATCH BASIN ELEVATION (Cl CALCULATED E.O.W. EDGE OF WATER N.T.S. NOT TO SCALE R.P. RADIUS POINT A.E. ACCESS EASEMENT (DI DEED ELEV. ELEVATION NAVD88 NORTH AMERICAN VERTICAL /VW RIGHT OF WAY AN.E. ANCHOR EASEMENT (F) FIELD EM ELECTRIC METER DATUM OF 1988 RES. RESIDENCE C.M.E. CANAL MAINTENANCE ESMT. -" (M) MEASURED ENCL ENCLOSURE NGVD29 NATIONAL GEODETIC RGE. RANGE C.U.E. COUNTY UTILITY ESMT. (P) PLAT ENT. ENTRANCE VERTICAL DATUM OF 1929 S.B.L SET BACK UNE D.E. DRAINAGE EASEMENT (R) RECORD EUB ELECTRIC UTILITY BOX 0.Ct. ON CONCRETE SLAB S.C.L SURVEY CLOSURE LINE D.U.E. DRAINAGE AND UTILITY ES MT. (S) SURVEY F.F. FINISHED FLOOR O.G. ON GROUND S.T.L SURVEYTIE UNE ESMT. EASEMENT AS.B.L ACCESSORY SETBACK LINE F.O.P. EDGE OF PAVEMENT ()AB OFFICIAL RECORD BOOK S.W. SEAWALL I.EJE.E. INGRESS/EGRESS ESMT. A/C AIR CONDITIONING F/DH FOUND DRILL HOLE O.R.V. OFFICIAL RECORD VOLUME S/GD SET GLUE DISC IRR.E. IRRIGATION EASEMENT B.C. BLOCK CORNER FCM END.CONCRETE MONUMENT 0/A OVERALL S/W SIDEWALK LAE. LIMITED ACCESS ESMT. B.FP. BACKFLOW PREVENTOR FIP FOUND IRON PIPE 0/S OFFSET SCR. SCREEN LB.E LANDSCAPE BUFFER ESMT. B.R. BEARING REFERENCE FIPC FOUND IRON PIPE&CAP OFF OUTSIDE OF SUBJECT PARCEL SEC. SECTION LE. LANDSCAPE ESMT. B.R.L. BUILDING RESTRICTION LINE FIR FOUND IRON ROD OH. OVERHANG SEP. SEPTIC TANK L.M.E. LAKE OR LANDSCAPE B/W BAVBOX WINDOW FIRC FOUND IRON ROD&CAP OHL OVERHEAD LINES SEW. SEWER MAINTENANCE EASEMENT BLDG. BUILDING FN FOUND NAIL ON INSIDE OF SUBJECT PARCEL SIRC SET IRON ROD&CAP M.E. MAINTENANCE EASEMENT BLK BLOCK FN&D FOUND NAIL AND DISC P.B. PLAT BOOK SN&D SET NAIL&DISC P.U.E. PUBLIC UTILITY EASEMENT BM BENCHMARK FND. FOUND P.C. POINT OF CURVATURE sop-. SQUARE FEET R.O.E. ROOF OVERHANG ESMT. BSMT. BASEMENT FPKN FOUND PARKER-KALON NAIL P.CC POINT OF COMPOUND STY. STORY S.W.E. SIDEWALK EASEMENT C CURVE FPKN&D FOUND PK NAIL&DISC P.C.P. CURVATURE 5V SEWER VALVE S.W.M.E. STORM WATER MANAGEMENT C.B. CONCRETE BLOCK FRRSPK FOUND RAILROAD SPIKE PERMANENT CONTROL POINT maTOP OF BANK EASEMENT CLF. CHAIN LINK FENCE GAR. GARAGE PI. POINT OF INTERSECTION TBM TEMPORARY BENCHMARK T.U.E. TECHNOLOGICAL UTILITY ESMT. C.O. CLEAN OUT GM GAS METER P.O.B. POINT OF BEGINNING TEL TELEPHONE FACILITIES U.E. UTILITY EASEMENT C.V.G. CONCRETE VALLEY GUTTER ID. IDENTIFICATION P.O.C. POINT OF COMMENCEMENT TWP. TOWNSHIP C/L CENTER LINE ILL ILLEGIBLE P.P. PINCHED PIPE TX TRANSFORMER C/P COVERED PORCH INST. INSTRUMENT P.B.C. POINT OF REVERSE CURVATURE TYP. TYPICAL CB CONCRETE SLAB INT. INTERSECTION PAM. PERMANENT REFERENCE U.R. UTILITY RISER CAN CAREEN RISERL LENGTH MONUMENT UG UNDERGROUND CH CHORD BEARING LBS UCENSE t-BUSINESS P.T. POINT OF TANGENCY UR UTILITY RISER CHIM. CHIMNEY L55 LICENSE t-SURVEYOR P/E POOL EQUIPMENT V.F. VINYL FENCE "1 CONC. CONCRETE M.B. MAP BOOK PG. PAGE W.F. WOODEN FENCE C00. CORNER M.E.S. MITERED END SECTION PLS PROFESSIONAL LAND SURVEYOR W/C WITNESS CORNER CS/W CONCRETE SIDEWALK M.F. METAL FENCE PLT PLANTER W/F WATER FILTER D.F. DRAIN FIELD MES MITERED END SECTION PSM PROFESSIONAL SURVEYOR AND PAM WATER METERNALVE BOX D.H. DRILLHOLE MH MANHOLE MAPPER WV WATER VALVE D/W DRIVEWAY N.R. NON RADIAL R RADIUS or RADIAL ELECTRONIC SIGNATURE: PRINTING INSTRUCTIONS: • OFFER VALID ONLY FOR: 1ALEXANDRA AND DANIEL MCGOURTY l n complete accordance wait F Londa Statute 4/2 025 and Pursoant to 1. While viewing the survey in Adobe Reader,select the I the Electronic Signature Act of 1996 or Florida Statute TITLE XXXIX, Chapter 668,if this document was received electronically via PDF, "Print"button under the"File"tab. then it has been lawfully Electronically Signed.Therefore,this survey 2. Select a printer with legal sized paper. PDF,if authentic,is completely official and insurable.In order to validate _ the'Electronic Signature of PDF surveys sent viawww.surveystars.com, 3. Under"Print Range",dick select the"ATI"toggle. ,' = A you must use a hash calculator.A free hash calculator is available for = A4 download at: 4. Under the"Page Handling"section,select the number - `-=' wwwsoftpedia.com/get/System/Fik-Managemenr/Nash-Calculator-Kirill.shtml of copies that you would like to print. I 100/p In order to validate the Electronic Signature of any survey PDF sent via w wwsurveystars.com: 5.Under the"Page Scaling"selection drop down menu, 1.Download the Hash Calculator available at select"None." wwsesortpedia.com/get/System/Fik-Management/Hash-Calculator-Kirill shtml 2.Save the Survey PDF onto your computer from www.surveystars.com 6. Uncheck the"Auto Rotate and Center"checkbox. or from the email sent from www.surveystars.com. 7. Check the"Choose Paper size by PDF"checkbox. OF FUTURE SURVEYING SERVICES 3.Click the square Browse button in the upper right hand corner of the Hash the COMPUTE tofind nand the lect right hand roofDF theumentanddick 8. Click OK to print ON THIS PROPERTY, JP TO S��aOQ- the COMPUTE button in the lower right hand corner of the Hash Calculator. TO PRINT IN BLACK+WHITE 4.Compare the 40 digit string of characters in the SHA-I line to the 40 digit SHA-1 characters for the survey in the Job file in www.surveystars.com which 1. In the main print screen,choose"Properties". I'Offer valid for fence stake itions to the is also printed on the Invoice for that survey. existing structures only.Valid the buyer as 5.If the 40 digit of SHA-1 characters are exact) the same on the invoice 2. Choose"Quality"from the options.5 9 y p listed on the first page of this survey for up to one ii (or in the survey file atvww..survcystarscom)asthey are inthe Hash Calculator, 3. Change from"Auto Color"or"Full Color"to 1yeetaftera L ,Total discount to • then this PDF is authentic If the 40 digit string of characters does not match exactly,then this PDF has been tampered with and it is not authentic. "Gray Scale". •- -1 • - - A e► AExacta Land Surveyors, Inc. www.F.8 6-74 -2882 P.866-735-1916•F.866-744-2882 LB*7337 11940 Fairway Lakes Drive,Suite 1•Ft.Myers,FL 33913 0 Lgams 0 0 HIM MR =- on . < u .. ....... I c' (d),00*00 I A N cy- (Vq) ? 1 '001 hN *01,9S.0 N CL 0 9 LAJ 05; 91; 5E 9 J, 0 w V 01. ON 3 itir, WWIVNVATP. O LL 0 Lgams 0 0 HIM MR =- r. LAJ 0 O tL- � z,. �: LU < � rn fiiiSWi m Ab U - zo rD Lo Lrj tu Lu 12 �q z z lu LU Z) -0 all U')fn U., v i U-) > t- LL uj Cn z > 0 H) Lu W- < I-- CU°y UJ < °AV ui UO Lul < 0 p fl- 0 C) Uj z Ll uj r - ....... ........ r. LAJ fiiiSWi m U - LU < U z LU uj Cn O LU UO -3 C) Uj Ll uj r - c\1 LU Im -j 0 0 Lu LU -LU LU fi............ ........... NOTE: DOOR LOCATION MAY BE DETERMINED IN THE FIELD 61N X 2 FT FLAT ROOF SECTION I 1x2 2x2DJ —T — � I I ``j s-3 2x2DJ �I I 2x4SMB �I I 1 I Q I I N I I CN I I 2x4SMB I I N N I I X Ex4S I I / I I _ L—J 8 FT. FASCIA W/ 2 FT. TRANSOM WALL S-3 IX S-3 x2(typ) `�' 2x2(t S-3 `I 12x2 S-4 2x2 GABLED HOST FASCIA (10 FT ASCENDING TO 14 FT) I S-3 O CV �------T----- I 1x2 1 M M M X (Cn V) Cn O N LnLO (00 X X N N N o 2>,2(typ) 2x2(typ) O I r� (typ) (typ) S-4 THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, LLC 2x2 F—T— Ii I I i I I � I I 2x2(typ) — -I-- — I I � I I 'o 2x2(typ) I N r rt Cn m Lc! xLn N2x2 DiS31 1 2x2(typ) J2 O S-4 X H X X N -0-1 d - N N I N S-4 2x2(typ) o S-4 Lr:'; 1x2 CONTRACTOR: TROPICAL ENCLOSURES BY MASTERSCREENS INC. JACKSONVILLE, FL 32224 FLOOR PLAN -T ENGINEER OF RECORD: David W. Smith P.E. 21 O FLORIDA LICENSE: 53608 NI Thomas L. Hanson P,E X FLORIDA LICENSE: 38654 Mark R. Dunn P.E. 2x4SMB FLORIDA LICENSE: 73968 Joel Falardeau P.E. Q 1 �LORIDA LICENSE: 70667 v I Erik Stuart P.E. CN X FLORIDA LICENSE: 77605 2x4SMB N FBC Plans & Engineering Services, Inc. X 6272 Abbott Station Dr. Unit 101 Zephyrhills, FL 33542 Ph# (813)788-'5314 Fax# 1-(866)824-7894 2x4SMB E-mail-erb@fbcplans.com Website-www.fb cplans.co m tQ C.O.A.-#290544-1 DATE: 5/19/2019 1x2DRAWN BY: TLK REVISION: DATE: PROPOSED 12"X12" Rol W/ (1) #5 OR (2) Roz #4 REBAR LINEAL R03 FOOTING RO 4 Job# 19_0430_204 PROJECT ADDRESS: MC GOURTY 1822 SELVA GRANDE DR ATLANTIC BEACH. FL 32233 CONTRACTOR: TROPICAL ENCLOSURES BY MASTERSCREENS INC. JACKSONVILLE, FL 32224 FLOOR PLAN General Notes A. CONCRETE & FOUNDATION DESIGN: 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL PSI MINIMUM. 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE: MINIMUM, 3 1/2" NOMINAL THICKNESS. 3. FIBERMESH (3/4" PER CUBIC YARD MIN.) MEETING APPROPRIATE ACI AND ASTM REQUIREMENTS MAY Bf IN LIEU OF WELDED WIRE MESH 4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBER 5. ALL REINFORCING SHALL CONFORM TO ASTM A615, B] 60 (60 KSI MIN.) DEFORMED BARS, #3 BARS MAY BE OR 6. ALL POUR CONCRETE FILLED SUPPORTED SLAB! BE 3000 PSI MIN., 2" MINIMUM. THICKNESS. 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 15( 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR TI FOLLOWING: OPC (PORTLAND CEMENT TYPE 1; ASTM C 150). AGGREGATES - 96 STONE, ASTM C 33 SIZE NO. 67 LESS 3/4". AIR ENTRAINING +/- I% - ASTM C 260. WATER REDUCING AGENT - ASTM C 494, CLEAN POTABLE WATER. OTHER ADMIXTURES SHALL NOT BE PERMITTED, 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 1' 10. PREPARE & PLACE CONCRETE ACCORDING TO AMERI( CONCRETE INSTITUTE MANUAL STANDARD PRACTICE 2, & 3 ALONG WITH HOT WEATHER CONDITIONS RECOMMENDATIONS. 11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS, VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRAC'i SPALLING OR OTHER DETERIORATION. B. MASONRY: I. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDI HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BA`. TYPE M OR S MORTAR. 2. ALL MORTAR SHALL BE OF TYPE M OR S. 3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 4.PROV-IDE CLEAN -OUTS FOR REINFORCED CELLS CONT REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" I HEIGHT. C. ALUMINUM: 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO T MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WI - MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEP 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNE 0.024" SHALL APPLY. 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PA SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALL( STRESS DESIGN" OR "PART 1-B - SPECIFICATIONS FOR ALUMINUM STRUCTURES - BUILDING LOAD AND RESI FACTOR DESIGN" OF THE ALUMINUM DESIGN MANUA PREPARED BY THE ALUMINUM ASSOCIATION, INC: WASHINGTON D.C. THE FLORIDA BUILDING CODF, i EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPI ALUMINUM). 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEI PRESSURE TREATED LUMBER PROVIDE DIELECTRIC SEPARATION. 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO 1 THAN #10 SMS 6" FROM THE ENDS AND 12" ON CENTER USING 912 SPACING MAY BE 24" ON CENTER. 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY S "REMOVABLE PANEL SHALL BE REMOVED WHEN WIN] SPEEDS EXCEED 75 MPH". DECAL SHALL BE PLACED S VISIBLE WHEN PANEL IS INSTALLED. 7. 1"X2"X0.045" NON-STRUCTURAL MEMBERS SHALL BE ATTACHED TO HOST WITH 1/4"0 X 1-3/4" EMBEDMENT O.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT WOOD SCREW WHEN IN WOOD & #10X 1/2" EMBEDMEN OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL. 2. HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD FLAT WASHERS AND NUTS. 3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILT[, RAWL; BE 3000 TAPCON, REDHEAD, DYNABOLT, PORTECT OR APPROVED EQUAL. 500 PSI 4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE HOT DIPPED GALVANIZED. 5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X USED BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.). 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE MESH. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT GRADE GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF SDE 40 THE BOLT OR SCREW ALL LAG BOLTS AND SCREWS SHALL BE I SHALL INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CIRCUMSTANCES BY DRIVING WITH A HAMMER. 0 PSF. 7, ALL EXPANSION ANCHORS SHALL BE DESIGNED IN E ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MAN MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE GRADE 95 OR BETTER ZINC PLATED. 8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD, OR 5. OTHERWISE NOTED ON PLANS. AN 9. ALL FASTENERS SHALL COMPLY WITH ASTM A153. PART 1, 10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS G-185. I I. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2" UNLESS NOTED OTHER WISE. E. REFERENCE STANDARDS: ASTM E 119 ASTM E 1300 CURRENT ASCE 7 ON CURRENT ALUMINUM DESIGN MANUAL -AA ASM35, AND SPEC. FOR ALUMINUM PART I -A, & I -B ASTM C94 ASTM C 150 ASTM C33 ING ASTM C260 ASTM C494 ASTM A615 ASTM A]85 FZORIDA BUILDING CODE 6th EDITION (CHAPTERS 16,20,& 23). 3A BERS iS OF T 1-A - WABLE TANCE 'h 3R 20 L, OR ESS IF MEY ATING )ITIS ,24" SIZE 'SMS D. FASTENERS: I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEE TYPE 300 18-8, WITH STANDARD FLAT WASHER UNLESS MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR L1SE WITH ACQ PRESSURE TREATED WOOD. F. ABBREVIATIONS: THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 1. TYP --TYPICAL 2. SIM --SIMILAR 3. UON -- UNLESS OTHERWISE NOTED 4. CONT -- CONTINUOUS 5. VIF -- VERIFY IN FIELD G. RESPONSIBILITY: I. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDINANCES, ETC. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD CONDITIONS. 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 'SUNROOM' ROOM ADDITION ELEMENTS AS PROVIDED BY THE CONTRACTOR. 4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND MANUFACTURER. 5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A LICENSED P.E. IN ACCORDANCE WITH STANDARD ENGINEERING PRACTICES. H. MISCELLANEOUS: 1, ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE -FAB HOME. IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME, 2, IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING BARRIER REQUIREMENTS OF THF, 1 --BC 6th EDITION R 4501.17 IN ITS ENTIRETY.; 3. DOOR LOCAT16NS MAY BE DETERMINED IN THE FIELD BY CONTRACTOR. 4, IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL HAVE EPDXY AD14ESIVE TO CONCRETE OR IF USING GROUT, ENSURE BONDING AGENT IS USED FIRST. 5, SCREENING MATERIAL SHALL BE 18X14X0.013 OR EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED ON DRAWING S-2. 6. PLEASE NOTE: 2x2 (typ) DIAGONAL BRACING SHALL BE 2"X2"X0.055" MATERIAL, UNLESS OTHERWISE NOTED ON S-2. 7. ALL ALUMINUM SCREENED ENCLOSURES SHALL BE DESIGNED SPECIFICALLY FOR THE APPLICATION STATED IN RULE 61G20-1 -002: TO REMOVE SCREEN PANELS IN THE EVENT OF FORECAST WWDS THAT EXCEED 75 MPH. LABELS SHALL BE PLACED ON CHAIR RAIL MEMBERS ON ALL SCREEN WALLS IN A LOCATION THAT CAN BE EASILY SEEN AND FOR ALL PANELS ABOVE THE DESIGNED CHAIR RAIL ON ALL SCREEN WALLS SHALL BE CUT AS PRESCRIBED IN THE RULE AND THE CONTRACTORSHALL COMPLY WITH ALL THE REQUIREMENTS STATED IN RULE 6IG20-1.002 AND SECTION 19 LAWS OF FLORIDA, 553.7.6, 553.77., ONLY APPLIES IF SHOWN ON PAGE DESIGN DATA: 1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): NOMINAL DESIGN WIND SPEED Vasd: 2. RISK CATEGORY: 3. WIND EXPOSURE: 4. WIND LOADS: SOREEN ROOF: 8 PSF SCREEN WALLS: 28 PSF SOLID ROOF (SCREEN WALL): N/A COMPONENTS AND CLADDING LOAD: N/A 120 MPH 93 MPH 1 C 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013 SCREEN MESH: 0.88 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 7. LIVE LOAD: 309 Ib. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. 201) lb. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. 10 PSF VERTICAL DOWNLOAD ON SOLID ROOF. 8. PROPOSED NEW 12"X 12" W/ (1) # 5 OR (2) 44 REBAR W/ 25" OVERLAP ON 3" FILLED W/ 3000 PSI SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE. 9. SCREEN ROOF TYPE: NLANSARD/TRANSV'ERSE GABLE 10. SOLID ROOF TYPE: ALUMINUM STRUCTURAL MEMBERS 'HOLLOW SECTIONS 2 x 2: ---------------------------------------2" x 2" x 0,044" 2 x 3: ---------------------------------------2" x 3" x 0.050„ 2 x 4: ---------------------------------------2" x 4" x 0.050» 2 x 5: ---------------------------------------2" x 5" x 0.050" OPEN BACK SECTIONS 1 x 2:---------------------------------------- 1" x 2" x 0.040„ 1 x 3: ----------------------------------------1" x 3" x 0.045„ SNAP SECTIONS 2 x 2 Snap: ----------------------------------2" x 2" x 0.045" 2 x 3 Snap: ---------------------------------2" x 3" x 0.050" 2 x 4 Snap: ----7---------------------------- 2" x 4" x 0.045» SELF MATING (SMB 2 x 4 SMB:---------------------- 2" x 4" x 0.044" x 0.100" 2 x 5 SMB:---------------------- 2" x 5" x 0.050" x 0.118" 2 x 6 SMB:---------------------- 2" x 6" x 0.050" x 0.120" 2 x 7 SMB:---------------------- 2" x 7" x 0.057" x 0,120" 2 x 8 SMB:---------------------- 2" x 8" x 0.072" x 0.224" 2 x 9 SMB:---------------------- 2" x 9" x 0.072" x 0.224" 2 x 10 SMB:------------------- 2" x 10" x 0.092" x 0.374" AJam® fog°` O LU o O'z01 ® 00 CO. \��®ems ®cam\o,�® ENGINEER OF RECORD: David W. Smith P.E. FLORIDA LICENSE: 53608 Thomas L. Hanson P.E FLORIDA LICENSE: 38654 Mark R. Dunn P.E. FLORIDA LICENSE: 73968 y Joel Falardeau P.E. FLORIDA LICENSE: 70667 Erik Stuart P.E. FLORIDA LICENSE: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Dr. Unit 101 Zephyrhills, FL 33542 Ph#(813)788-5314 Fax# 1-(866)824-7894 E-mail-erb@fbcplans.com Website-www.Ib cplans.com C.O.A:429054 DATE: 5/19/2019 DRAWN BY: TLK REVISION: DATE: RO 1 R02 R03 R04 Job# 19_0430_204 PROJECT ADDRESS: MC GOURTY 1822 SELVA GRANDE DR ATLANTIC BEACH, FL 32233 CONTRACTOR: TROPICAL ENCLOSURES BY MASTERSCREENS INC JACKSONVILLE, FL 32224 NOTES S-1 NOTE: DOOR LOCATION MAY BE 8 FT. FASCIA W/ 2 GABLED HOST FASCIA DETERMINED IN THE FIELDFT. TRANSOM WALL (10 FT ASCEN[)ING TO 14 FT) �; :(j o`O�� ®� O <o0 61N X 2 FT FLA �a ��`` q: U w ROOF SECTION ®®® Y- .•'��' I 1 x 2 [� 1x2 PROF SION C E GINEERtl- 2x2DJ ENGINEER OF RECORD: r_ T—David W. Smith P.E. FLORIDA LICENSE: 53608 CDN I Thomas L. Hanson P.E Xj� FLORIDA LICENSE: 38654 iMark R. Dunn P.E. 2x4SMBFLORIDA LICENSE: 73968 4oel Falardeau P.E. �`` F ORIDA LICENSE: 70667 QI Erik Stuart P.E. CN I 0 I I X FLORIDA LICENSE: 77605 II� _ _ 2x4SMB `NFBC Plans & Engineering I N I NNNServices, Inc. I I x x - 6272 Abbott Station Dr. Unit 101 '0 Zephyrhills, FL 33542 IPh# (813)788-5314 Fax# 1-(866)824-7894 11 2x4SMBE-mail-erb@fbcplans.com Website-ww�v.fbcplans.comI C.o.A. #29054 I4 -1I N I DATE: 5/19/019 I--�--J L—�— 1X2 N DRAWN BY:TLK E0'-0" REVISION: DATE: S-3 — PROPOSED 12"X12" RO1 oW/ (1) #5 OR (2) RO 2 J�4 REBAR LINEAL RO3 N—'"� 1x2 I ,—�2x2(tYP) \�'�FOOTING RO 4 M M m M M - s4 Job# 190430204 X cn Cnn C/) cn (nn X o i PROJECT ADDRESS: ONN N N H N X NCD I d MC GOURTY I N 1822 SELVA GRANDE DR O2x2(typ) 2x2(typ) 2x2(typ) O ATLANTIC BEACH. FL 32233 0 CONTRACTOR: TROPICAL ENCLOSURES 7'-0 I 6'-6 I BY MASTERSCREENS INC. (typ)(typ)JACKSONVILLE. FL 32224 S-4 FLOOR PLAN THIS DOCUMENTSHALL NOT BE REPRODUCED IN WHOLE OR IN PARTWITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN. LLC ©COPYRIGHT S-2 --[-- � I (P2x2DJ �I 2x4SMB �I I � � I v I X T A Al S-3 S-4 I I I I m I I � I B I I I X 2x2(typ) 2x2(typ) 2x2(typ) � I i i � I S-3 (I I CO 2x2(typ) 2x2(typ) 2x2(typ) I N m � m �] m cn En cn cn cn X x x x x 2x2(typ) N N 2x2(typ) N N 2x2(typ) N a I K II I S-4 SD3 I I -- --- - --- ----- `V 2x4SMB I I N � T N � I I 2x4SMB I I — T — I N 1x2 / I T A Al S-3 S-4 I I I I m I I � I B I I I X 2x2(typ) 2x2(typ) 2x2(typ) � I i i � I S-3 (I I CO 2x2(typ) 2x2(typ) 2x2(typ) I N m � m �] m cn En cn cn cn X x x x x 2x2(typ) N N 2x2(typ) N N 2x2(typ) N a I K II I S-4 SD3 I I -- --- - --- ----- BEAM SCREWS 2"X4"SMB 6 2" X 5 "SMB 6 2" X 6 "SMB 8 2" X 7" SMB 8 2" X 8" SMB 10 2" X 9" SMB 10 2" X 10" SMB 12 1" X 2" OPEN BACK EAVE RAIL ATTACHED TO UPRIGHT w/(2)- #10 x 1 Y2" SMS INTO SCREW BOSS #10X1WSMS 24"C/C-/ SEE PLAN FOR UPRIGHT SIZE 2"X2" X0.045" OR 1"12"10.045 OPEN BACK W/ (4)#10X2" THRU SCREW BOSS FOR 2"X2"_ OR (2) # 1OX 2" FOR 1"X2"& W/ (2) 412 @ GUTTER BRACKET &@24" O.0 EA SIDE. 2" x 2" x 1/8" X3" ALUMINUM RECEIVING CHANNEL MINIMUM (6) #12 x 3/4" SMS EA, SIDE BEAM ATTACHED (SEE TABLE FOR # OF #14X3/4" SMS) 2" x 2" EAVE RA L SECTION 00 (UNLESS OTHERWISE SHOWN 00 ON S-2) - ATTACHED TO BEAM w/ O O (4) 1OX 2" SMS I NTO SCREW O BOSS (4) 3/8" LAG SCREWS @ 1-1/2" SPACING @ EA. GUTTER BRACKET �SH(AL BE 2"O.C. MAX- MIN EMBEDMENT INTO BEAM & (8) INTO GUTTER) SUPER GUTTER (5" OR 7") OR 2"X2"X0.125 ANGLE W/ (6) # 12 5" OR 7"X0.250" 6" WIDTH X3/4" EA LEG (typ) EXTRUDED GUTTER BRACKET @ EA BEAM W/ (4) #12 X 3/4"— SMS INTO GUTTER LIP A TRANSOM TO COMPOSITE ROOF DETAIL S-3 SCALE: NTS BEAM SCREWS 2" X 4" SMB 6 2" X 5 "SMB 6 2" X 6 "SMB 8 2"X7"SMB 8 2" X 8" SMB 10 2"X9"SM13 10 2" X 10" SMB 12 FOR SLOPED BEAMS, MAINTAIN ALL SCREW SPACING FROM EDGE OF BEAM 2" x 2" EAVE RAIL SECTION (UNLESS OTHERWISE SHOWN ON S-2) - ATTACHED TO BEAM w/- (4) 1OX 2" SMS INTO SCREW BOSS 1" X 2" OPEN BACK EAVE RAILATTACHED TO UPRIGHT w/(2)__, #10 x 1 X" SMS INTO SCREW BOSS #10 X 1 W SMS 24" C/CJ #14X 3/4" SCREWS (SEE TABLE ABOVE) D UPRIGHT TO B S-3 i -SELF-M.4. i SHALL B S FOR UPI O I O OOi�a: i Q Oil " (MIN) THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE HOST STRUCTURE SHALL HAVE AT LEAST A 2"X4" FASCIA AND ROOF TRUSS SYSTEM. CONTRACTOR SHALL VERIFY THIS AND IF SMALLER -CONTRACTOR SHALL BRING STRUCTURE UP TO A 2"X4" FASCIA AND ENSURE LESS THAN A 4'-0" OVERHANG. i i i ING BEAM NOTCHED GHT 2" x_PURLINS (SEE S-2 FOR SIZE)ATTACHED TO BEAM w/MIN (4) #10 x 1 X" SMS, MAY BE USED IN SCREW COUNT 3/16" ALUMINUM GUSSET PLATE (HEIGHT) r—B. # OF SMS • a i` �Q \ N � • \ 9� d B. SMS QUANTITY #12 QUANTITY #14 2X4 9118/ 36 2X5 9/18/ 36 FLORIDA LICENSE: 53608 #10 X 4" SMS THRU SCREW BOSS • 2X7 .10/20/ 40 v 2X8 14/28/ 56 12/24/ 48 2X9 #10X1-1/2" SMS SCREW 14 28 56 2X9 H BOSS 14/28/ 56 2X10 1"X2"X0.045" OPEN BACK 15/30/ 60 NOTES: 1. "N" NUMBER OF SCREWS IN ANY DIRECTION. 2. TOTAL NUMBER OF SCREWS PER JOINT EQUALS 4 TIMES "B". 3. PLATE WIDTH SHALL BE DETERMINED FROM ANGLE OF BEAM AND MIN. SPACE REQUIRED. 4. GUSSET PLATES EXTERNAL. S. INTERNAL SCREWS FOR PURLIN CONNECTION MAY BE INCLUDED IN TOTAL NUMBER OF SCREWS. 6. ALL SPLICES SHALL HAVE THE SAME PATTERN. B #12 SMS BEAM SPLICE GUSSET DETAIL S-3 SCALE: NTS EDGE MEMBER UPRIGHT WEB LAPPED OVER PURLIN W/ (4) #10X3/4" SMS EACH SIDE ®'01 ilIi11#®� �® C-ves•eee••e• ENGINEIM Com' PK0RD: O 2" x N x0.045" O SAVE RAIL MEMBER (UNLESS OTHERWISE NOTED ON o � David W. Smith P.E. S-2) ATTACHED TO PURLIN W/ (2) FLORIDA LICENSE: 53608 #10 X 4" SMS THRU SCREW BOSS • �•z® 0 ®® v FLORIDA LICENSE: 38654 ATTACHED TO PURLIN W/ (2) E ROOF BRACING CONNECTION DETAIL S-3 SCALE: N.T.S. WRITTEN PERMISSION OF TRAC DESIGN, LLC CK)TYPICAL SCREEN DOOR CONNECTION DETAIL S-3 SCALE: NTS DETAILS S-3 ENGINEIM Com' PK0RD: O 2" x N x0.045" O SAVE RAIL MEMBER (UNLESS OTHERWISE NOTED ON o � David W. Smith P.E. S-2) ATTACHED TO PURLIN W/ (2) FLORIDA LICENSE: 53608 #10 X 4" SMS THRU SCREW BOSS Thomas L. Hanson P.E 1"X2"x0.045" OPEN BACK FLORIDA LICENSE: 38654 ATTACHED TO PURLIN W/ (2) NOTCH POST ASNEEUED Mark R. Dunn P.E. #10X1-1/2" SMS SCREW 2" x 2" EXTRUSION BOSS FLORIDA LICENSE: 73968 1"X2"X0.045" OPEN BACK REVISION: DATE: Joel Falardeau P.E. ATTACHED TO 2"12"X0.045" EAVE RAIL MEMBER UPRIGH14- T FLORIDA LICENSE: 70667 #1DX1-1/2"SMC DOOR Erik Stuart P.E. @ 24" O.0 RO 3 RO 4 FLORIDA LICENSE: 77605 FBC Plans & Engineering C SLOPED OR FLAT PURLIN UPRIGHT LAP DETAIL Services, Inc. 6272 Abbott Station Dr. Unit 101 S-3 SCALE: NTS Zephyrbills, FL 33542 Ph# (813)788-5314 ob# 19 0430 204 J - - Fax#1-(866)824-7894 E-mail-erb@fbcplans.com )R (8) #12X 3/4" SMS MIN. 1/2" EDGE DISTANCE) Website-www.fbcplans.com C.O.A. #29054 E ROOF BRACING CONNECTION DETAIL S-3 SCALE: N.T.S. WRITTEN PERMISSION OF TRAC DESIGN, LLC CK)TYPICAL SCREEN DOOR CONNECTION DETAIL S-3 SCALE: NTS DETAILS S-3 DATE: 5/19/2019 DRAWN BY: TLK 10X4" SMS INTO SCREW ES FOR EDGE MEMBERSRO HINGE LOCATION 2" x 2" EXTRUSION 2" x 2" EXTRUSION REVISION: DATE: 1 RO 2 HINGE LOCATION DOOR RO 3 RO 4 V/ (1 FLAT PLATE N/ (12)#10X3/4" SMS ob# 19 0430 204 J - - )R (8) #12X 3/4" SMS MIN. 1/2" EDGE DISTANCE) PROJECT ADDRESS: MC GOURTY 1822 SELVA GRANDE DR HINGE LOCATION-r]ATLANTIC BEACH, FL 32233 EDGE MEMBER OR PURLIN NOTES: 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) #10 x 5/8" SMS MINIMUM. 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM. CONTRACTOR: TROPICAL ENCLOSURES 3. HINGES SHALL BE ATTACHED TO DOOR WITH (4)#10 x S/8" SMS. FASTEN A BY MASTERSCREENS INC. 1" x 2" x 0.044" TO UPRIGHT W/#12 x 1" SMS @ 12" O.C. AND WITHIN 3" FROM END OF THE UPRIGHT. JACKSONVILLE, FL 32224 E ROOF BRACING CONNECTION DETAIL S-3 SCALE: N.T.S. WRITTEN PERMISSION OF TRAC DESIGN, LLC CK)TYPICAL SCREEN DOOR CONNECTION DETAIL S-3 SCALE: NTS DETAILS S-3 OPTIONAL: 1"X2"OPEN (6)- #14 IK 3/4"SMS 2x3-1/4" a A ®®� (4) #10 X 3/4" SMS BACK ATTACHED TO HOST ATTACH :NG ANGLE TO BEAM oaao•aa FASTENING SECONDARY ANGLE REQUIRED FOR 2X3'1•• MEMBER) W/ (1) 1/4"0 CONCRETE EACH SIDE (1" MIN. SPA ING) TO COLUMN (TY EACH SIDE) 2 3" 2x9 SCREW OR LAG WITHIN 6" x10 2X, 0 PRIMARY 2" X 2" ENGINEER. ®� 0 Q o ... ° * l(/ Z — OF BEAqV & @ 24" O.C. MAX i 1 X 0.125" ANGLE (2) #10 X3/4" SMS FASTENING FLORIDA LICENSE: 77605 ^' ©: ® �" � �. W ® AT �- o oB-&TWEEN BEAMS 1 COLUMN TO PRIMARY ANGLE 0 (� ° TABLE) p (TYP EACH SIDE) aC' °� 0��� ® ANCHOR SPAY (TYP EACH SIDE) BER�jf��� r • (MIN) (TYP)(SEE TABLE (1) - 3/8" 0 CONCRETE SCREW - Co N d ANCHOR INTO PRIMARY ANGLE AND @ 1/4" 0 CONCRETE ENGINEER OF RECORD: 3"' (MIN) SCREW ANCHOR@ OPTION 41 OPTION 42 24" O.C. BETWEEN COLUMNS (4)#10 x 136" SMS RECEIVING CHANNEL INTO SCREW OR ANGLE EA.'BIDE (Lyp) 0 i BOSSES (.0625" THICKNESS) (B) - 1/4" 0 CONCRETE SCREW o W/ 1-1/2" EMBEDMENT INTO O— MASONRY ----- _=__ (1-1/2" MIN. SPACING 2"X2" OR 2"X3" (2)) SMS OR PURLIN OR GIRT EA. LEG (typ) EA. LEG) (B)-1/4" 0 X 2" LAG SCREWS SLOPED OR FLAT (TOTAL 8 SCREWS EA. INTO WOOD (1" MIN SPACING) ROOF BEAM (SEE CONNECTION) (TYP 2 LOCATIONS) SHEET S-2 FOR SIZE) BEAM "B" NOTES. 2'."12"X 0.125" ANGLE 1. THE MINIMUM EDGE EA. SIDE OF BEAM 2x4 1 DISTANCE IS 3" FOR MASONRY EXISTING HOST STRUCTURE I I PURLIN OR GIRT TO BEAM OR POST DETAIL 2x5 2 STRUCTURES. (CONCF',ETE, GROUT FILLED S_2I SCALE: NTS 2. IF A RECEIVING CHANNEL IS CMU OR WOOD) 2X6 2 USED, USE TWICE THE NUMBER 2x7 3 'B" ANCHORS INTO THE HOST STRUCTURE. ALL MINIMUM 2x8 3 SPACING SHALL BE APPLICABLE. 2x9 3 Al BEAM TO HOST TO CONNECTION DETAIL 2x10 4 S-4 SCALE: NTS _ GRADE N 12" 12"x12" LINEAL FOOTING NOTES FOR ALL FOUNDATION TYPES (1)45 REBAR OR (2) #4 REBAR CONTINUOUS W/.?5"OVERLAP AT ALL JOINTS ON 3" CHAIRS & 3" EDGE DISTANCE: 1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM S( BEARING PRESSURE OF 1,500 PSF. THE BEARING CAPACITY I SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY OF CONCRETE. 2. THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBF COMPACTED PRIOR TO POURING OF ANY CONCRETE. 3. CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES �'} TYPE 11 MONOLITHIC SLAB/ FOOTING THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT L 'THE AND DOUBLE 4" NOMINAL SLAB MINIMUM 3/8" 0 x 3" MASONRY ANCHOR (MIN 3-3/4" EMBEDMENT) 4" NOMINAL S MINIM 1-1/2" X 5-1/2" ALUMINUM STRAP W/ (2) 3/8 "0 X 3" MASONRYANCHOR (MIN 3-3/4" EMBEDMENT) WRITTEN PERMISSION OF TRAC DESIGN, LLC Column Size UPRIGHT 2x3-1/4" a A ®®� (4) #10 X 3/4" SMS SECONDARY ANGLE MIN 0.125" THICK (NOTA 2x5 oaao•aa FASTENING SECONDARY ANGLE REQUIRED FOR 2X3'1•• MEMBER) 97--1 • 00 ®G m TO COLUMN (TY EACH SIDE) 2 3" 2x9 Ji �a ®� i x10 2X, 0 PRIMARY 2" X 2" ENGINEER. ®� 0 Q o ... ° * l(/ Z — (B) -3/8" 0 CONCRETE SCREW ANCHOR INTO SECONDARY 1 1 X 0.125" ANGLE (2) #10 X3/4" SMS FASTENING FLORIDA LICENSE: 77605 ^' ©: ® �" � �. W ® AT �- o ANGLE(TYP EACH SIDE),(SEE 1 COLUMN TO PRIMARY ANGLE 0 (� ° TABLE) p (TYP EACH SIDE) °� 0��� ® ANCHOR SPAY (TYP EACH SIDE) BER�jf��� r • (MIN) (TYP)(SEE TABLE (1) - 3/8" 0 CONCRETE SCREW PROFS I DEER EAL d ANCHOR INTO PRIMARY ANGLE AND @ 1/4" 0 CONCRETE ENGINEER OF RECORD: 3"' (MIN) SCREW ANCHOR@ David W. Smith P.E. 24" O.C. BETWEEN COLUMNS Column Size 1/4"&3/8"0 Concrete Screw Anchor B Min. Spa 2x3-1/4" 0 1 0" 2x4-1/4" 1 3" 2x5 T 3" 2x6 1 4" 97--1 5" 2x8 2 3" 2x9 2 4" x10 2X, 0 2 4.5" NOTES: (TYP EACH SIDE) FLORIDA LICENSE: 53608 1. NUMBER OF ANCHORS "B" IS EACH SIDE INTO THE SECONDARY Thomas L. Hanson P.E ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2. 2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING FLORIDA LICENSE: 38654 SHALL BE 2-3/4" AT AT ALL UPRIGHT LOCATIONS. ALL SCREW Mark R. Dunn P.E. LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING N FLORIDA LICENSE: 73968 WHEN A PAVER DECK IS PRESENT. fJoel Falardeau P.E. 3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED FLORIDA LICENSE: 70667 ENGINEER. Erik Stuart P.E. 4. 4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE CONNECTIONS AS 2X4 SHOWN IN TABLE. FLORIDA LICENSE: 77605 5. IF FOR AN IN -FILL, TOP OF COLUMN CONNECTION SIMILAR IF CONCRETE LINTEL. IF WOOD LINTEL SUBSTITUTE 1/4" 0 X 3" LAG FBC Plans &Eli Engineering SCREW FOR 3/8"0 LDT FOR BOTH PRIMARY & SECONDARY ANGLES. g� g 6.2X2X.045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3 Services, Inc. GMEMBER 6272 Abbott Station Dr. Unit 101 2" x 3" OR LARGER UPRIGHT TO CONCRETE W WO PAVER DETAILS Zephyrhills; FL 33542 S-4 SCALE: NTS Ph# (813)788-5314 Fax# 1-(866)824-7894 E-mail-erb@fbcplans.com Website-www.fbcplans.com NOTE: WHEN USING OPTION #2 I I h5A _,,� C.O.A.-#29054 CONNECTION CABLE MUST BE OPTION #1- A-36 STEEL WITHIN 6" OF CORNER OR CLIP MAY BY PLACED ON PRIMARY MEMBER. TOP OR SIDE OF DECK W/ 1" X 2" X 1/8" ANGLE TOP OF [(2) 3/8"X 3" SLEEVE ANGWOR (4) #12 X 3/4" SMS JNCRETE ®® (TYP TOP AND SIDE) d a A d G 4 2500 PSI CONCRETE W/ OPTION #1 WELDED WIRE OR (4" SLAB ONLY) FIBERMESH 1/8" DIA. STAINLESS STEEL CABLE 3/8" WELDED STAINLESS STEEL EYE BOLT (8) #14 X 3/4 Side View 1125" STAINLESS 1"0 (MIN) WASHER STEEL CABLE 2500 PSI CONCRETE W/ BENEATH NUT WELDED WIRE OR - TOP OF FIBERMESH CONCRET ® 6 0 0 o . o a Top View4 T • �� OPTION #2 OPTION #2 (USE WITH FOOTING) J1 CABLE TO FOUNDATION CONNECTION DETAIL S-4 SCALE: NTS PERIMETER 1/8„ ALUMINUM PLATE @-45° ANGLE W/ 1" BREAK @ 90° W/ 5/16" EYE BOLT W/ LOCK NUT & WASHER EA SIDE #14 X 3/4 SMS " O.C. OPTION #3 DATE: 5/19/2019 DRAWN BY: TLK REVISION: DATE: RO l RO 2 RO 3 RO4 Job# 19_0430_204 PROJECT ADDRESS: MC GOURTY 1822 SELVA GRANDE DR ATLANTIC BEACH, FL 32233 '0 ADJUSTABLE EYE T FOR CABLE TENSION CONTRACTOR: i/8" L Ess STEELCABLE TROPICAL ENCLOSURES CABLE 1—A ---L `2"X2"X 1/8" EXTRUDED ANGLE ON 45° ANGLE Side View OPTION #1 Z 1 CABLE CONNECTION AT BY MASTERSCREENS INC I JACKSONVILLE, FL 32224 DETAILS S-4