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306 4th St RES18-0302 Int Reno, Garage RESIDENTIAL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RES18-0302 800 SEMINOLE ROAD ISSUED: 3/25/2019 ATLANTIC BEACH. FL 32233 EXPIRES: 9/21/2019 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: 306 4TH ST RESIDENTIAL ALTERATION Interior Reno & Add 1 $150000.00 RESIDENTIAL Garage TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169807 0000 ATLANTIC BEACH COMPANY: I ADDRESS: CITY: STATE: ZIP: VIRTUE, INC. 10752 DEERWOOD PARK BOULEVARD JACKSONVILLE FL 32256 SOUTH #100 OWNER: ADDRESS: I CITY: i STATE: ZIP: Marshpoint 2300 Marshpoint Rd JACKSONVILLE FL 32266 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 I PUBLIC WORKS DRIVEWAY APRON INFORMATIONAL Notes: All concrete driveway aprons must be 5 inches thick,4000 psi,with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. Issued Date: 3/25/2019 1 of 2 RESIDENTIAL PERMIT PERMIT NUMBER RES 18-0302 CITY OF ATLANTIC BEACH ISSUED:SEMINOLE ROAD 3/25/2019 ,_\o'; ATLANTIC BEACH. FL 32233 EXPIRES: 9/21/2019 2 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. 3 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 4 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). Container cannot be placed on City right-of-way. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 6 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 7 PUBLIC WORKS MAXIMUM DRIVEWAY INFORMATIONAL Notes: Maximum driveway width within the City right-of-way is 20 feet. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $630.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $315.00 BUILDING PLAN REVIEW RESUBMITTAL FOURTH AND 455-0000-322-1006 0 $100.00 CONSEQUENT BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 BUILDING PLAN REVIEW RESUBMITTAL THIRD 455-0000-322-1006 0 $75.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $28.65 STATE DCA SURCHARGE 455-0000-208-0600 0 $19.10 WORK WITHOUT PERMIT 455-0000-322-1000 0 $740.00 TOTAL:$1,957.75 Issued Date:3/25/2019 2 of 2 N oLiv..;y, City of Atlantic Beach APPLICATION NUMBER ' j' . .� Building Department (To be assigned by the Building Department.) 800 Seminole Road D ,�-.._� �� Atlantic Beach, Florida 32233-5445 �,�5 18- c 3o L. `'`" r Phone(904)247-5826 • Fax(904)247-5845 fir`: r E-mail: buildin de t coab.us Date routed: (�� "I-J,31�' 9 P@ a/3 1 l t 1S City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM L(+L Property Address: 36 4) 17 De. . ment review required lan o I f Buildi . __ "- Applicant: V I r-t- u.e. 1 Inc, tri• &Zonin. _- n ( Tree Administrator _- Project: (1 k ex t O it Deno 4 MCI (2.) P-: iAir3= :Pu. is� Sti Ca-rGtaS Public Safety �J 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. Denied. ['Not applicable (Circle one.) Comments: :UILDING PLANNING &ZONING (� J Reviewed by: C J Date: W/3///8- TREE ADMIN. Second Review: 0 'Approved as revised. I enied. I INot applicable PUBLIC WORKS Comments: . PUBLIC UTILITIES ' PUBLIC SAFETY Reviewed by: ri/11)_ Date: /6 '10 — / FIRE SERVICES Third Review: nApproved as revised. [Denied. ❑Not applicable Comments: Reviewed by: 771), Date: 2--26-'19 Revised 05/19/2017 ' I -e i' Li 4'rChY`ed 7 v2//2 01 /1)0 3i�`,, � Building Permit Application OFFICE C`O /8/17 ' City of Atlantic Beach li L„ 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 D �( Job Address:306/308 4th St.Atlantic Beach, FL 32233 Permit Number: IW 5l V✓O,Z Legal Description 05-69 16-2S-29E ATLANTIC BEACH N1/2 LOTS 1,3 BLK 5 RE#169807-0000 Valuation of Work(Replacement Cost)$ $150,000 Heated/Cooled SF 3360 Non-Heated/Cooled • Class of Work(Circle one): New AdditionQ� ration ep Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercialesidentia • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes ® N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: / Renovation of interior to include new plumbing fixtures,electrical for one kitchen,addition ofgarages, Florida Product Approval# for multiple products use product approval form Property Owner Information Name: Marshpoint Properties, LLC Address:2300 Marsh Point Rd; 301 City Neptune Beach State FL Zip 32266 Phone (904)853-6801 E-Mail Walker@skyenterprises.com Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Jean Bakkes Contractor Information Name of Company: Virtue, Inc - Qualifying Agent: Troy Burlingame Address /0 ?5.1 Dee-ru Pcrt f /u.S City -ka,..,,i k State F Zip ))-s <;. Office Phone i qo t.i $o3` a-7 2 2 Job Site/Contact Number 901•F 8 - 695 - a "-k- State Certification/Registration# R$.29003S79 E-Mail •Vi-sl- a t .cg 6n+ ,'/ . dr�, . Architect Name& Phone# Vcrmey Arch.4-c.ct CdA Z42 f&19 Engineer's Name& Phone# Workers Compensation .Q _ empt,Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YO ' - 1 ILU ' TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PA 'G TWIC OR11VIPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN Fl► : CING '• SULT i ITH YOUR LENDER OR AN ATTORNEY BEFORE i:‘ 1, RECORD ' YO '- OT •F CO i ENCEMENT. i _� _ --FA - a• (Signature of . - .rAgent] --- (Signature of ntractor) • (inclu+ :contractor •Igned an• • toor affirme.)b- da - me this y of Si: ed and worn to(or affirmed •- ore• e this day of :i..,.. . alt . .y ., l. ,' ►: .0 i._ OA .4;k,.A: , • ►�6 i► ; .f.-1../ � MA I di*" 1 ..(4-4141 Or re.,..7 . ;XII! u r 1 d l) 1 ".. ' ' - r :1 4 st r.N '.V , 33893 ISS ON#GG233893 I'. S !L1 �..�j y�. � ', t91 Personally Known OR '' 1 x w,•, [ ] rsonally Knowk'-•''1"�•` EXPIRES: July 1, 2022 I 1 Produced Identification ••.t?`�r EXPIRES. July 1, 2022 [ Produced Identificdf i-t Bonded 1hru Aaron Notary Type of Identification: -" h1" Bonded Type of Identification: "Thri,V1-1f Le42,A.$.2._ ALL Revision Request/Correction to Comments **HIGHLI HIED I ON HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. l 800 Seminole Rd, Atlantic Beach, FL 32233 -on Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: (2-6 SI. D cy O30r- ❑Revision to Issued Permit OR ❑r Corrections to Comments Date: 3/la2/a01q Project Address: 3O(o/3Q µthSf Contractor/ContactctName: .%II( r MILS cy) Contact Phone: (9U102Og"5595 Email: V/Aiktre Skyevtte-frise-s-C°m Description of Proposed Revision/Corrections: •.1r4allaUIcv. is+ruc+laNS -Foc- Mcrtlrt 72a4syc e.wi • -Prod.ict Af,ro✓o.l .110►'x5 I Viall(tr Mason affirm the revision/correction to comments is inclusivd the ct i (printed name) • Wi roposed revision/corrections add additional square footage to original submittal? No [__,Yes(additional s.f.to be added: ) MAR 2 2019 •Aijleproposed revision/corrections add additional increase in building value to originals itilttal 'S DeDartmprt No *Yes(additional increase in building value:$ )(c�tta�toiitf<, bra t ) a ,e,9,) q *Signature of Contractor/Agent: Z/ac, (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ v— Revision/Plan Review Comments Review Required: Building .5 Planning&Zoning Reviewed By Tree Administrator Public Works 3/2 i 1 3 a/ Public Utilities / Public Safety Date Fire Services Updated 10/17/18 S Revision Request/Correction to Comments **ALL INFORMATION 3s�t �`�" HIGHLIGHTED IN -it!' . s, City of Atlantic Beach Building Department GRAY IS REQUIRED. -111110 IV, 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RE-S 1 R--O3 OZ Revision to Issued Permit OR V Corrections to Comments Date: )//4/,2Ol9 Project Address: W,(0430 R- 14-"^Si-. Contractor/Contact Name: i rcy 3,,c16,-,,56,,,e,3,,c16,-,,56,,,e, /'�,�Q��r,��aS-on Contact Phone: (90q-) .2C)$-&5QC Email: V: -l-vtinC gPlona;(. cc un J. Iiaiking Sk //r(rlse5. (cwt Description of Proposed Revision/Corrections: p Trcc l.kc-, ckFf rcvaa 51,.e e S A JP A V e. I / PU I \,.AAU4(e✓Mo,So✓l affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? El No ❑ Yes (additional s.f.to be added: ) • Will proposed revision/corrections add additional increase in building value to original submittal? ©No ❑*Yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: c✓/ _ z (Office Use Only) ❑ Approved ❑ Denied ❑ Not Applicable to Department Permit Fee D e$ Oa Revision/Plan Review Comments JS h .-for 1Y70r-f i ✓1 1 a v nia 11Uin of (71.0 /2eG;e IA iv /1-€ s-,br,,.,lh I r --Departure`Review Required: Building ) Planning&Zoning G Reviewed By Tree Administrator � P-u-blcWrl Public Utilities Zl 24// 9 Public Safety Date Fire Services Updated 10/17/18 1, 1I .---- IA CITY OF ATLANTIC BEACH ;-ii - - f 800 SEMINOLE ROAD ' ;r ATLANTIC BEACH, FL 32233 (904) 247-5800 'N---,Dril9, BUILDING REVIEW COMMENTS Date: 10/16/2018 Permit#: RES18-0302 Site Address: 306 4TH ST Review Status: denied RE#: 169807 0000 Applicant: VIRTUE, INC. Property Owner: Marshpoint Email: virtueinc8@gmail.com Email:walker@skyenterprises.com Phone: 9048032777 Phone: 9048032777 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 recent resubmittals were not complete. 2. Resubmittal Notes: from the bottom of my email to you were not followed. 0 #4 from the first review comments not submitted. Q/ #5 from the first review comments not submitted.//26/‘?m 5. The submittal of the information requested on item#6 from first review shall be clouded, per 6iResubmittal Notes. #8 from the first review has not been corrected, need the phone on the application, otherwise application is considered incomplete. Page a2, from the original submittals, was not resubmitted. The original had 2 places where the word Simpson was written with no product number/description, which is referred to in this review's#4 comment. 2 copies needed. 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 Ma 1 It d It -e w (orb-v"-e -1-P 10-16 - -Of P m0 Resubmittal Notes: t 1 Revision Request/Correction to Comments **HIGHLIALL HIED I ON �t"�f�c HIGHLIGHTED IN t: A'`i City of Atlantic Beach Building Department GRAY IS REQUIRED. _ 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RES)c—030 ❑ Revision to Issued Permit OR CLl Corrections to Comments Date: i i c Iq Project Address: 30(D/36g I-Ph Sfret+ Contractor/Contact Name: 10,11/e. M0. Cn Contact Phone: (go4)268 g Sq-5 Email: kA/g1kcreSh'reyvkurri Ses . Cc't4 Description of Proposed Revision/Corrections: ;ft. Play, AJA;-1-icY1 d oc/C CiA+ ria a acid11-icn -ccc 308 I"51-. I \nJrilkjr /\c.S c vi affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • ._\.A15-proposed revision/corrections add additional square footage to original submittal? 'h4No ❑ Yes (additional s.f.to be added: ) • _Will proposed revision/corrections add additional increase in building value to original submittal? L.No ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: ��;�G1 - 7(54 .1 - (Office Use Only) ❑ Approved ❑ Denied ❑ Not Applicable to Department Permit Fee e$ 7 S• 0 Revision/Plan Review Comments Department Review Required: uildi i-- 1)' PI ning&Zoning A Reviewed By Tree Administrator u lic WI ItIe Z��/// u is Uti it_es 6 Public Safety Date Fire Services Updated 10/17/18 ch.Jc � , CITY OF ATLANTIC BEACH _ f 800 SEMINOLE ROAD ;r ATLANTIC BEACH, �� (904) 247-5800FL32233 PUBLIC WORKS REVIEW COMMENTS Date: 2/26/2019 Permit#: RES18-0302 Site Address: 306 4TH ST Review Status: denied RE#: 169807 0000 Applicant:VIRTUE, INC. Property Owner: Marshpoint Email:virtueinc8@gmail.com Email: walker@skyenterprises.com Phone: 9048032777 Phone: 94.853.6801 9048032777 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. y 1 of the 2 requested copies of the product approval information sheets were submitted,Please submit the second copy. ( 2. In the product approval information sheets, a single ply tpo roof system was written in. The Atlantic Beach Building Department does plan review on all non-shingled roof systems. 2 copies of the ICC-ES Evaluation Report is needed for the FL# submitted for the tpo roof system. When submitting the report only submit the pages that are pertinent to the installation of the roofing system at this specific site, high light all lines of the submitted pages that have to do with existing conditions that will be reused one installation(decktype). If iso board is used, the size of board to be used should be highlighted and the required fasteners and their spacing. Within the report these pages should be available.If the report is 64 p.:- please do not submit 64 pages. They won't all pertain to this install. 3. A Flori 4 a ' - 1 sed Roofer, CCC, will be needed to instal the tpo foof. 11/ (*)7 3/ Z//tal & 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 . Ernal-ed Pev, e ,,, c-, YJA Yv6,m �J4s 2 -26-.20ry r� ,' s t4 )� CITY OF ATLANTIC BEACH r a:--;. \`2 800 Seminole Road ��U f,2 Atlantic Beach,Florida 32233 ..z-__01119,- REVISION 0111`9� REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS Date )(0/,2pi$' Revision to Issued Permit Corrections to Comments Permit# RES IS0302 Project Address ,30W/36 441 Sit. Contractor/Contact Name i e -.Lk r, rt , -a 1'I Phone (7ozi),,20g-8595 Email IAA Ike_✓- Skye,o4'e-v Y;5 e S. Co 04 Description of Proposed Revision/Corrections: Permit Fee D e$ 500.OE . g.5po Y15 e ±0 C a ivlito Evr15 _ _ OCT 9 2013 Additional Increase in Building Value$ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied .A.---- Not Applicable to Department Revision/Plan Review Comments /ID Q/) keint,kJ (.crr tyr4ni1 f -{- Department Review Required: nn i m aing &Zoni Reviewed By Tree Administrator P-. is Works JO -16 1 / - r Y( Public Safety Date Fire Services CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 .'vim rJ;319r BUILDING REVIEW COMMENTS Date: 9/12/2018 Permit#;, �,8-Q302 Site Addrej ,4TH Review Status: denied RE#: 169807 0000 Applicant: VIRTUE, INC. Property Owner: Marshpoint Email: virtueinc8@gmail.com Email: walker@skyenterprises.com Phone: 9048032777 Phone: 904.853.6801 904.208.8595 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: Provide a cover page to include the following: 1. Address of project 2. Occupancy Class: For One&Two Family Dwellings 3. Applicable Codes and their currently used editions; building, plumbing, electrical, mechanical,fire prevention and COAB Code of Ordinances. 4. Energy forms as required by the Florida Energy Code. 5. Index of all drawings&attachments and all pages numbered. 6. Dimensions of all new additions. 7. Elevations of the building that shows the affected changes areas. / 8. Printed name, contact info, date and signature of person responsible for the design of the structure. Qc/Submit a certified survey. 2 Copies 8/ Submit a Site plan showing changes to properties and the setback dimensions to all property lines. 4,0 "Submit 2 copies of the FLORIDA PRODUCT APPROVAL INFORMATION SHEETS that are available at the Building 111 Department for all components and cladding items.tTo include the Fitt and the manufacturer's_installation instruction_ for the SINGLE PLY WATERPROOF DECKING MEMBRANE. 771 S wa S Ito f- 5 t' n. }-f'-'a/ Z-26-1 9 5. In various places on the plans Simpson products are mentioned.The exact name and identification number of the Simpson product is needed and shall be called out on the pages at those locations.The pages that are affected by this ide tification, 2 copies will be needed. ✓VSubmit engineering details to verify that the spans for the 11-7/8inchX 1.75 inch LVL are acceptable. 2 copies. 7From the 2017 6th Edition of the FBC-Existing Building, choose a method of construction compliance and alteration level and place it on the cover page under the APPLLICABLE CODES. 4.1 On the permit application form, under contractor information, under Architect name and phone number,the phone number is missing. 9. Proof of Workers Compensation is needed. fid: Verify and confirm that the 2X4 Rail Cap shown on page a4 complies with the requirements of R311.7.8, R311.7.8.1, R311.7.8.2, R311.7.8.3. 1• r �xterior Spiral stairs shall comply with R311.7.10.Verify and confirm. From page a3,verity and confirm that the wording "OPEN STAIR" does not mean open risers. Open risers are permitted as long as the riser openings above 30 inches do not let the passage of a 4 inch sphere go between treads. if cables are used on the stairway for fall protection, it is recommended that the space between cables be such that wh5n an inspector applies pressure anywhere on 2 adjacent cables, a 4 inch sphere shall not pass through. i14. Submit 2 copies of a construction site management plan, to show silt screen fence location, parking, portalet location, material lay down area, dumpster location. 15. There may be more comments when the information requested is submitted. All information shall be submitted at one time. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON/ NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. E Yn C(1)-e Coni A^ 4 # s ►L, VER EY ARCHITECT 7�. 31201.0THIRD ST 246-1160 .3ACKN1/1LLE 33EACH: '-c'LORJDA Amowr September 28, 2018 City of Atlantic Beach Permit Review Project : 306 & 308 4th Street Permit Number : 169807 0000 The following is a response to the plan review comments Mike Jones, Building Inspector / Plans Reviewer ' r� - _ _- 1. All items added to cover page f I��r 2. Certified survey (2) to be attached OCT 2018 ; `.. 3. Information added to site plan regarding setback sand additions 4. Florida approval codes information to be attached 5. Simpson products information added 6. Use 11 7/8' TJI 110 @ 16" o.c. or TJI 360 @ 24" o.c. in place of 11- 7/8" x 1 3/4 " LVLs Span tables added 7. Method of compliance and alteration level added under Applicable Codes 8. Permit application corrected 9. Proof of Workers Compensation to be attached 10. Rail cap compliance reviewed Sheet 1 of 2 11. Spiral stair design and fabrication by others to be attached 12. No open stair only open railing, clarified on floor plan 13. Note regarding cable railing requirements added 14. Site management plan added Thank you for your help to resolve this. qterel. 414/kriii 1.6&) G rard Vermey Sheet 2 of 2 VERMEVARCHITECT OFFICE COPY _ 420 S. THIRD ST. 2413-1150 JACKSONVILLE BEACH, FLORIDA September 28, 2018 City of Atlantic Beach Permit Review Project : 306 & 308 4th Street Permit Number : 169807 0000 The following is a response to the plan review comments : Mike Jones, Building Inspector/ Plans Reviewer 1. All items added to cover page 2. Certified survey (2) to be attached 3. Information added to site plan regarding setback sand additions 4. Florida approval codes information to be attached 5. Simpson products information added 6. Use 11 7/8' TJI 110 @ 16" o.c. or TJI 360 @ 24" o.c. in place of 11- 7/8" x 1 3/4 " LVLs Span tables added 7. Method of compliance and alteration level added under Applicable Codes 8. Permit application corrected 9. Proof of Workers Compensation to be attached 10. Rail cap compliance reviewed Sheet 1 of 2 OFFICE COPY 11. Spiral stair design and fabrication by others to be attached 12. No open stair only open railing, clarified on floor plan 13. Note regarding cable railing requirements added 14. Site management plan added Thank you for your help to resolve this. Gerard Verme `1w3v Y � Sheet 2 of 2 OFFICE COPY PROD'ICT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA Project Name: .3Ut0f50c> t.14• S+. Permit # RS/ -U 30 L Project Address: • 308 "' . i4+Ia01+.c ; a(J, L_ 3 Q ' 16°107-0000 As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.tloridabuilding.org. Category/Subcategory Manufacturer I Product Description 1 Limitation of Use State# Local# A. EXTERIOR DOORS I. Swinging Tie -vier SwF.,q;, � r� Dt...,-(310c1 titii2 t 2. Sliding 3. Sectional 4. Roll up 5. Automatic 6. Other B. WINDOWS — 1. Single hung -1�- V✓e✓1 Ii+CAS.2 2. Horizontal slider 3. Casement 4. Double hung • 5. Fixed - 6. Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12. Other Category/Subcategory Manufacturer 'Product Description I imitation of Use State# Local# C. PANEL WALL 1. Siding �Taw.rs ! :�i;�_ Fti��; t�a,.kw � �i , 1314.2. 2 2. Soffits 3. EIFS 4. Storefronts 5. Curtain walls r r 6. Wall louvers 7. Glass block ► 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D. ROOFING PRODUCTS 1. Asphalt shingles 2. Underlayments 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen .lniiins Marl lit App Act ►(-,4Syfelt\ to+40, I . 7. Single ply roofing — �- 8. Roofin tiles 9. Roofing insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive - 4 16. Spray applied polyurethane roof Y _ 17. Other Category/Subcntegory Manufacturer 'Product Description ji.imitation of Use State# Local# E.SIIUTTFRS ` 1. Accordion 2. Bahama 3 Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other --t F. STRUCTURAL COMPONENTS 1. Wood connector/anchor � � J 2. Truss plates 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12. Sheds 13. Other G. SKYLIGHTS 1. Skylight 2. Other Category/Subcategory Manufacturer Product Description jLimitation of Use State# Local#• H. NEW EXTERIOR ENVELOPE PRODUCTS 1. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. Tr1.n9 aMe, Q' (Contractor Name) (Print Name) (Signature) Company Name: vi+r-kve_,,i n c. Mailing Address: to 755 -be*,rwrcci moo.-K s - City: -1 c tctonv; 1e. State: FL Zip Code: 3) L5Co Telephone Number: (90't ) go3- 2 777 Fax Number: ( ) Cell Phone Number: ( ) E-mail Address: vi'r-hAc)pc Sr�3C ww;l - con& OFFICE COPY EXTERIOR RESEARCH&DESIGN, LLC. Certificate of Authorization#9503 QTRINITY ERD 353 Christian Street Oxford,CT 06478 (203) 262-9245 EVALUATION REPORT Johns Manville Corporation Evaluation Report J9340.07.08-R5 717 17th Street FL1046-R8 Denver,CO 80202 Date of Issuance:07/08/2008 (303)978-4879 Revision 5:10/14/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 6th Edition(2017)Florida Building Code sections noted herein. DESCRIPTION: Johns Manville APP Modified Bitumen Roof Systems LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT:The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4, plus a 22-page Appendix. Prepared by: `sslpnitrrp., -- ,r Osi3o-A.‘" -.• � Robert J.M. Nieminen P.E. "r:. T; �F'•-^o •t'_ The facsimile seal appearing was authorized by Robert Florida Registration No.59166,Florida DCA ANE1983 a,V„,„rNieminen,P.E.on 10/14/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research&Design,LLC.d/b/a Trinity I ERD does not have,nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity lERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page 1A-1 Wood New,Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4 1A-2 Wood New,Reroof(Tear-Off),Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4 1B Wood New,Reroof(Tear-Off),Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 4 1C Wood New,Reroof(Tear-Off),Recover C Mech.Attached Insulation,Bonded Roof Cover 5 1D Wood New,Reroof(Tear-Off),Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 5 1E-1 Wood New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 6 1E-2 Wood New,Reroof(Tear-Off),Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 6 2A Steel or Structural concrete New,Reroof(Tear-Off),Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 7-11 2B Steel or Structural concrete New,Reroof(Tear-Off),Recover C Mech.Attached Insulation,Bonded Roof Cover 12 2C Steel or Structural concrete New,Reroof(Tear-Off),Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 13 3A Structural concrete New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 14-15 3B Structural concrete New,Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 15 4A-1 LWIC New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 16 4A-2 LWIC New,Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 17-18 4B LWIC New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 19 5A CWF New,Reroof(Tear-Off),Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 20 6A Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 20 6B Gypsum Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 20 7 Various Recover A-1 Bonded Insulation,Bonded Roof Cover 21-22 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Wind load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted,fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: D Wood Deck: UltraFast Fasteners or All Purpose Fasteners with UltraFast Metal Plates. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment. > Steel Deck: UltraFast Fasteners or All Purpose Fasteners with UltraFast Metal Plates. Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. ➢ Structural concrete: All Purpose Fasteners with UltraFast Metal Plates or Struct conc.Fasteners with UltraFast Metal Plates(flat bottom only). Minimum 1-inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. 3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,gypsum-based roof board,Invinsa Roof Board or Invinsa Foam that meets the QA requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover. 4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for,or installed below the rigid insulation board for System Type D(mechanically attached base sheet,bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. Preliminary insulation attachment for System Type D:Refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29(January 2016). Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report J9340.07.08-R5 for FL1046-R8 Certificate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:10/14/2017 Prepared by: Robert Nieminen,PE-59166 Johns Manville APP Modified Bitumen Roof Systems;(330)978-4879 Appendix 1,Page 1 of 22 QTRINITY ERD TABLE lA-1: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover(Note 15) MDP(psf) No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Cap 32 ga.,1-5/8- 9-inch o.c.in 4- (Optional)Min.1.5-inch ENRGY 3,PSI- Min.0.75-inch Fesco Min. Two plies of inch diameter inch lap and 12- 25,ENRGY 3 AGF,ENRGY 3 25 PSI Board(homogeneous), W 1 19/32- PermaPly 28 tin caps with inch o.c.in two, AGF,ENRGY 3 CGF,ENRGY 3 25 PSI HA HA 0.5-inch Retro-Fit HA BP AA (Optional) APP-TA -52.5 inch or 11 ga.annular equally spaced, CGF,ValuTherm,ValuTherm AGF, Board or DuraBoard or APP-TA plywood Ventsulation ring shank staggered center ValuTherm 25 PSI AGF,ValuTherm min.1.5-inch Fesco nails rows CGF,ValuTherm 25 PSI CGF Foam or DuraFoam TABLE 1A-2: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover(Note 15) MDP(psf) No. (Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Cap 9-inch o.c.in 4- (Optional)Min.1.5-inch ENRGY 3,PSI- Min.0.75-inch Fesco Min. Two plies of inch lap and 12- 25,ENRGY 3 AGF,ENRGY 3 25 PSI Board(homogeneous), W 2 19/32- PermaPly 28 Note 2 inch o.c.in two, AGF,ENRGY 3 CGF,ENRGY 3 25 PSI HA min.0.5-inch Retro-Fit HA BP AA (Optional) APP-TA -52.5 inch or equally spaced, CGF,ValuTherm,ValuTherm AGF, Board or DuraBoard or APP-TA plywood Ventsulation staggered center ValuTherm 25 PSI AGF,ValuTherm min.1.5-inch Fesco rows CGF,ValuTherm 25 PSI CGF Foam or DuraFoam 1 TABLE 1B: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION,BONDED TOP INSULATION,BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover(Note 15) No. (Note 1) Type Fasteners Attach TypeMDP(psf) Yp Attach Base Ply Cap Min. Min.1.4-inch ENRGY 3,P51-25,ENRGY 3 AGF,ENRGY 3 25 PSI Min.0.75-inch Fesco Board 19/32- AGF,ENRGY 3 CGF,ENRGY 3 25 PSI CGF,ValuTherm,ValuTherm Z (homogeneous),min.0.5 inch (Optional) W-3 inch AGF,ValuTherm 25 PSI AGF,ValuTherm CGF,ValuTherm 25 PSI Note 2 1 per 2 ft Retro-Fit Board or DuraBoard or HA BP-AA APP TA APP-TA 45.0` plywood CGF,JM ISO 3 or Min 1.5-inch Fesco Foam or DuraFoam min.1.5-inch Fesco Foam Min. Min.1.5-inch ENRGY 3,PSI-25,ENRGY 3 AGF,ENRGY 3 25 PSI Min.0.75-inch Fesco Board 19/32- AGF,ENRGY 3 CGF,ENRGY 3 25 PSI CGF,ValuTherm,ValuTherm 1 per 1.33 (homogeneous)or min.0.5 inch HA BP-AA (Optional) W 4 Note 2APP-TA -52.5 inch AGF,ValuTherm 25 PSI AGF,ValuTherm CGF,ValuTherm 25 PSI ftz Retro Fit Board or DuraBoard APP-TA plywood CGF,JM ISO 3,Fesco Foam or DuraFoam i Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report J9340.07.08-R5 for FL1046-R8 Certificate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:10/14/2017 Prepared by: Robert Nieminen,PE-59166 Johns Manville APP Modified Bitumen Roof Systems;(330)978-4879 Appendix 1,Page 4 of 22 Vis--• /.,—, City of Atlantic Beach APPLICATION NUMBER , Building Department (To be assigned by the Building Department.) • `i 800 Seminole Road Atlantic Beach, Florida 32233-5445 ES $- 030 Z Phone(904)247-5826 • Fax(904)247-5845 / / -4Dni9!' E-mail: building-dept@coab.us Date routed: a/3 I / lEs- City web-site: http://www.coab.us JJJ ((( APPLICATION REVIEW AND TRACKING FORM LrfL Property Address: 30(p `.T De artment review required Yes No V Buildin Applicant: I r4-1.A.e. 1 I n c, nning &Zonin L Tree Administrator Project: (r, k e1i Ol- -eno Add (z P • - , Pu. is Utilitie• S 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 �l Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: I 'Approved. /Denied. Not applicable (Circle one.) Comments: / BUILDING R-t ( 5ek PLANNING &ZONING Reviewed by: 9 ii! %��___ Date: -f 1- TREE ADMIN. Second Review: Approved as revised. Denied. pp � I Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by:' /1# 1, Date: /47-1.2_-- FIRE a-1Z_--FIRE SERVICES Third Review: Approved as revised. I 'Denied. ❑Not applicable Comments: Reviewed by ---- Date: I t 'b (9 Revised 05/19/2017 Revision Request/Correction to Comments **ALL INFORMATION '5����'` HIGHLIGHTED IN ' • - City of Atlantic Beach Building Department GRAY IS REQUIRED. A c) - � . 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: R ES -030.2 ❑ Revision to Issued Permit OR Corrections to Comments Date: I /16/1q Project Address: 306/Ing Lt '`Sfree,+ Contractor/Contact Name: Lto Ji(e. Mct-Sen Contact Phone: (r/04)26g g Sq-5 Email: 1A/tilkere,e,v4e.reri SPS , CCvu Description of Proposed Revision/Corrections: } ICY acid;-lie,Yl c cj,C c,.t+ g a,rcQ evict-41'm Fc r 308 11 -7L. 11\Jrtlkur iV c c vi affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) •rproposed revision/corrections add additional square footage to original submittal? o ❑ Yes (additional s.f.to be added: • W�illl roposed revision/corrections add additional increase in building value to original submittal? 44-No ❑*Yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: `-cy (Office Use Only) /Approved ❑ Denied El Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: uildin _ SPI ning&Zoning Reviewed By Tree Administrator -blic WorTcs� I, ' _ I u lc Utl ltie Public Safety Date Fire Services Updated 10/17/18 Revision Request/Correction to Comments **ALL INFORMATION ---..„ HIGHLIGHTED IN `> City of Atlantic Beach Building Department GRAY IS REQUIRED. // 800 Seminole Rd, Atlantic Beach, FL 32233 ' Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 12E56 -626 Revision to Issued Permit OR Corrections to Comments Date: '( TOO()CO\) , 'IC( Project Address: :-30.67/3OS 1-1 3 AA)G✓l±c . e2C -L 3,)`_. Contractor/Contact Name: /f Cv l 11 PrOp2 l S ( L--C Contact Phone: 001-0'705 -SVoa Email: (A)CilL?,---e_SC,\ier ;rp6se5 , (UY-) Description of Proposed Revision/Correcti`ons: k re_e_ A- ---LdQv, --f-- 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 I I Not Applicable to Department Permit Fee Due $ _ Revision/Plan Review Comments Department Review Required: __,/-2--c-PTBuilding anning&Zonin Reviewed By Tree Administrator Public Works Public Utilities /— / 7 I — I Public Safety Date Fire Services Updated 10/17/18 Th:CIS TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY � City of Atlantic Beach cc PERMIT# ����0" 030.1 si Community Development Department 800 Seminole Road Atlantic Beach, FL 32233 �Ao;t»'' (P) 904-247-5800 SITE INFORMATION ADDRESS 206/.30g 4 ' cf• All � u.,,1„, 32).33 SUBDIVISION BLOCK LOT I IS RE# 1(061g0 7 — OOG 0 V RESIDENTIAL ❑ COMMERCIAL E OTHER APPLICANT INFORMATION NAME /AU rSiv�� Py-clJtv4- e5 LPHONE# Mg) ZC$-85 r15 ADDRESS 2300 MarSkp e ay.7� M• ir 30( CELL# (vj0µ)7 2k-8(0(c 2 CITY ilLyhitkiCatotA41STATE FL ZIP CODE 3,;2_2,(iG; EMAIL t%IK s4'e ,-prise, co rI& VNER ❑ LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation", of the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. HEREBY CE: L • �' ATION PROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized Agent ke5 111419 ATURE OF APPLIC' PRINT OR TYPE NAME DATE SIGNATURE OF APPLICANT(2) PRINT OR TYPE NAME DATE Signed and sworn before me on this 1(A—clay of A , « by State of \-- Ack.c✓ kl \,1e) 1 Sili2T50A0 County of J(\_1__ Identification verified: Lij641?t-_, Oath Sworn: ❑ Yes ❑ No41,911t I ' Virginia Wetzel _+4 a,' =COMMISSION S GG233893 Notar/ ignature wes„4 EXPIRES: Jul 1, 2022 ' t., � � My Commission expires lc��-( � 1 „ �� Notary 1 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 rii J') ,�� CITY OF ATLANTIC BEACH r z i�-. F s J 800 Seminole Road r fes' Atlantic Beach,Florida 32233 JY 'Zoill_ REVISION REQUEST I CORRECTIONS TO PLAN REVIEW COMMENTS Date 10fq/lp(g' Revision to Issued Permit Corrections to Comments Permit# RES IS03 2 Project Address 30(0/30 /P' S-j-, Contractor/ Contact Name . •• ,. ;, , LA ', 4 , aZ -a ri Phone (7014);20g-,K5-95 Email Ida Iktre Skye0 Yi5eS. Co 04 Description of Proposed Revision/Corrections: Permit Fee Due$ g5ponSP -to CavvIwi evy-1-S OCT 9 2018 Additional Increase in Building Value$ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied / Not Applicable to Department Revision/Plan Review Comments fee,i ,j" ,,- Department Review Required: ���v/���j' i m ' arming &Zoni • Reviewed By Tree L•ministrator P is Works ( - r2 — ( Public Safety Date Fire Services ,_s:-Aiir, TREE & VEGETATION AFFIDAVIT r FOR INTERNAL OFFICE USE ONLY City of Atlantic Beach I PERMIT# RE-Sig- 030.2- 's. ') Community Development Department 800 Seminole Road Atlantic Beach. FL 32233 - jt " (P)904-247-5800 SITE INFORMATION ADDRESS ..:1o(0I:30g Lf S.f. 4!arvlic.---Ktc I F---i_ 3-2.233 SUBDIVISION BLOCK CD LOT I)_._ RE# 10007 — 0000 eIESIDENTIAL ❑ COMMERCIAL ❑ OTHER APPLICANT INFORMATION LLC--NAME /. `ckfsi,y ivy4 c1✓4i L eS LPHONE# (C?01♦) .1 C0 -85 9 5 a ADDRESS 3C)C Ma rskD c}vJ tom• ir._?0I CELL# (Uf0 Cf-) 7„Zg--,5(2(0 2 CITY 1 STATE ZIP CODE ��,,�� Vit . 3..2_2_(s G2 EMAIL 'Ake-Y(95.kyek*prlSC5, (c',t-A_ VOWNER ❑ 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 CE TH: L . • q' ATION PROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized Agent / . _recr.-h„ kke.5 I t iii f t 1 ATURE OF APPLIC '+T PRINT OR TYPE NAME DATE SIGNATURE OF APPLICANT(2) II PRINT OR TYPE NAME DATE Signed and sworn before me on this i (day of -, 1>A 9-0[ by State of \'to-r\.A�✓ t (�,, l� � ^ �” ^ ' ai [�. 7 , W'1St 1� \ YS r ad.o.y� ►1tiP __ _ County of Vrk). Identification verified: Oath Sworn: El Yes n No �'�G , in� 8�8� i/.I 1. .I -'�' ) !Xi./ - ' `i COMMISSION 1 GG233893 Notar Ignature l �: *� EXPIRES: July 1, 2022 11 lt� 7-.0 )2 0 ' My Commission xpires J � 1 `''iii i.� Aaron 0 Notary 04 TREE AND VEGETATION AFFIDAVIT 03 01.2018 N rAPPL�5�.-LJ City of Atlantic Beach ICATION NUMBER �s a Building Department (To be assigned by the Building Department.) i1 � 800 Seminole Road 15- -'''-;,-'7'.'''' �r Atlantic Beach, Florida 32233-5445 RES 1?-' 6302_. ' Phone(904)247-5826 • Fax(904)247-5845 "!,01119-• E-mail: building-dept@coab.us Date routed: O C 1/ c3 City web-site: http://www.coab.us JJJ / APPLICATION REVIEW AND TRACKING FORM Property Address: 3o De artment review required Yes No Buildin Applicant: V ( r-k .eI n�,, nning &Zoninq_ I 1 Tree Administrator Project: (n, -1j� l O1r p.eno i MA (2.) P • • ••• 4 Public Utilitie- Ca-rGZa'e 5 Public Safety • �J Fire Services �. Review fee $ 61 Dept Signature l/t/ i 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. Denied. I of applicable (Circle one.) Comments: BUILDING I. PLANNING &ZONING Reviewed by: ' L� ' Date: 91—.r"/ o TREE ADMIN. Second Review: I A roved as revis pp I IDenied. Not applicable PUBLIC WORKS Comments: . PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. I !Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 rRevision Request/Correction to Comments **ALL INFORMATION s'S HIGHLIGHTED IN 'i City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RES)c Ig-03o. ❑ Revision to Issued Permit OR Corrections to Comments Date: j /16/1q Project Address: 3O( /26g LP4h Sffee,+ Contractor/Contact Name: WaiV e(Ma.5er) Contact Phone: (610370g Sq-5 Email: /q)kere yLY-J er'i 5e5 • CQv1t Description of Proposed Revision/Corrections: ag-ticvt . o i ( CIA+ 304ct Q acid •-cc.c 305 \,Jrokor affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Wil roposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: • lW,ill proposed revision/corrections add additional increase in building value to original submittal? .W-No ❑*Yes (additional increase in building value: $, ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: .G✓: 27(jjefkre (Of ' e Use Only) ❑ Approved ❑ Denied Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: uildin .P1 ning&Zoning s Reviewed By Tree Administrator IicWorcTs� _ 5 u lc Utl It Public Safety Date Fire Services Updated 10/17/18 N. S�Vifi�, City of Atlantic Beach APPLICATION NUMBER 4S , Building Department (To be assigned bythe BuildingDepartment.) 800 Seminole Road ��-, y ___.,_._ �r Atlantic Beach, Florida 32233-5445 ` ''" e^*a •• �.1=S I$- 03O 2.. . Phone(904)247-5826 •• Fax(904)247-5845•-a - 7. ...,, l C rr J1110' E-mail: building-dept@coab.us Date routed: O/31 City web-site: http://www.coab.us CCP 4 2018 ((( APPLICATION REVIEW AND TRACKING FORM Property Address: ��to 14±1-' De• , tment review required Yes No ` / Building V Applicant: ( r-I-lAe i Inc, C''=nnin• &Zonin• _- ► tTree Administrator Project: In JL eX j Ol. -en0 , Add (z'') oP—Waii__ �Pu• is Utilitie• (.. a.rQ.l�'e S Public Safety _- �J Fire Services _- Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By _ (..... ........j 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. Denied. I 'Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed byL‘147, Date: f 7 ,// TREE ADMIN. Second Review: Approved as revised. I Denied. ( INot applicable PUBLIC WORKS Comments: . PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: i% , A - Date: 4..07 yif FIRE SERVICES Third Review: I 'Approved as revised. Denied. Not applicable Comments: Reviewed by�J v6a7 'K/�/Date: 7'274/7 / Revised 05/19/2017 4414 t+ rod Revision Request/Correction to Comments **ALL INFORMATION ri >i`iy HIGHLIGHTED IN !"1:41t. j" "' City of Atlantic Beach Building Department GRAY IS REQUIRED. '' rV 800 Seminole Rd, Atlantic Beach, FL 32233 `',''~ Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ?EI 12-Q3 C.-)Z- D Revision to Issued Permit OR VI Corrections to Comments Date: e2/14/,20Iq Project Address: (e/.sn R. 4-' Si-. Contractor/Contact Name: J ray 3vr1i,, ,.....t /lAillr,c114A5-011 Contact Phone: 904) .218-&5'S Email: V: t. iv\C,gc2i1 wa.;1. wk )l WaI t 6 5kyekleir15e5. Cct Description1of Proposed Revision/Corrections: �r n , (�/ , -Pv-eA tic4 el?evt,vc.l 5 i.,e+S a A.ci P AY ' r v F'l) I L,..btluei Mo,604 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? J No ❑ Yes (additional s.f.to be added: ) • Will proposed revision/corrections add additional increase in building value to original submittal? lallo ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: �� z (Office Use Only) WHPproved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments , t°tKne` Review Required: • `Building i _ / /%� // , _ Planning—8c Zoning Reviewed By Tree Administrator ECEIVE biic W rks / 'Public Utilities 0 FEB 20 2019 oZ' ?2 Public SafetyDate ,� Fire Services BY; Updated 10/17/18 TURF BLOCK PERMEABLE PAVERS Providing a permanent solution to soil erosion problems, Turf Block can be used in a wide variety of applications, from fire routes and parking areas to residential applications such as driveways and patios. Manufactured 3-'/8" thick, Turf Block provides a sturdy pavement for vehicular traffic that is perfect for both residential and commercial uses. PRODUCT SPECS COLORS DATA SHEETS TURF BLOCK PRODUCT CODE: EC04040 THICKNESS: 3-W (80MM) DIMENSIONS: 23-%"X15-3/4" SF PER CUBE: CUBE WEIGHT: PERMEABILITY: Deauty, and engineered quality,while positively contributing to the surrounding environment.TheseWIIIIIIIIgr ar par,141.140: 7o M iinate storm water run-off and decrease flooding,while returning rainwater into the natural water table. cut»WIgttt: 3300 lbs I sturdy paved surface for vehicular and foot traffic in parking areas,low volume roadways,driveways, Permeability: 9.6% TS _. `. AQUA PAVER echarging groundwater supplies and y , Dimensions: 9-7/8"x5" AI ..•t, A �' d - Thickness 3-1/8"(80mm) I / / / a• ?-� t SF per Cube: 92 ' • Cube Weight: 2925 lbs -s that have high SRI values which in AQUA PAVEYPS R' Permeability: 8.8% rented,and their use by designers is encouraged.The United States Green Building Council(USGBC)recognizes a(BMP)to control quality and quantity of Stormwater Runoff.The USGBC Leadership in Energy and Environmental - 'ides a variety of credits for projects that incorporate Permeable Paver Systems. SF RIMA ION PERMEABLE PAVERS RESIDENTIAL&PEDESTRIAN INSTALLATION Dimensions: 8"x8- ed Soil at Perimeter Permeable Concrete Pavers Thickness 3-1/8"(80mm) with No.8,89 or 9 Stone in Joints <Permeable Paver SF per Cube: 99 2"(50 MM)Thick ASTM No.8 Bedding Stone s or Grass Seed Min 6"(150 MM)Thick Compacted Cube Weight: 2900 lbs 77, No.57 Base Stone Openings Soil with Vegetative Cover Permeability: 7.5%-10% 13 MM)Below Surface \� i-40 MM)Bedding Sand ®��� —I — Cast-in-Place Concrete Edge J. - ill= Min 4'Wide .�•-':ry� o - Mortar or Adhere Pavers to Top ed Aggregate Base Y.•'. o.f? '- - -- _ 0 88$. •' —III- TURF BLOCK 111-=-1 I—III—I I I—I I l—1 I I—I I l—1 Min 2"ISOMMI e as Required I I=III I ISI 1=III=III=III=III- DI _nsions: 23-5/S"x15-3/4" it Sides Uncompacted Native Soil Subgrade Optional Geotextlle per Design Engineer Thlc ness 3-1/8"(80mm) ed Subgrade • • • SF p-r Cube: 94 y • DESIGN,MATERIAL&CONSTRUCTION GUIDELINES TO FOLLOW'CPI SPECIFICATIONSIP -' ---- -. • PAVER SURFACES SLOP MAX 1%:SOIL SUBGRADE SLOPE MAX 0.5% 41PlbCu•-Weight: 2200 lbs ADE • THICKER BASE AND/OR DRAIN PIPES MAY BE REQUIRED IF PATIO RECEIVES RUNOFF FROM - - ADJACENT IMPERVIOUS SURFACES OR ROOFS P rmeabliity: 40% S • CAST-IN-PLACE CONCRETE CURBS CAN BE WITHOUT PAVERS ON TOP.IN SUCH CASES,CURBS -.- SHOULD BE LEVEL WITH CONCRETE PAVER FIELD. Tull block only available in Natural Grey • PERMEABLE PAVERS RADE WITH PARTIAL EXFILTRATION TO SOIL SUBGRADE / penings with No.8 Stone Fill Openings with No.8,89 or 9 Stone STAND A-R D COLORS SPECIAL OF Permeable Concrete Pavers eable Concrete Pavers /Edge Restraint with Cut-Outs For Curb/Edge Restraint with Cut-Outs For _, �`I flow Drainage(Curb Shown) Overflow Drainage(Curb Shown) -�+• • Bedding Course t5"-2"(40-50 MM)Thick oro I I_I No.8 Stone L�Ta l l_I I l 4")100 MM)Thick No.57 Stone Open- En®am EN_ — — Graded Base , •?< „y�'II�II—III 1 - =—=.. Min 6'(150 MM)Thick No.2 Stone ling Course 1.5'-2"(40-50 MM)Thick r�-r o• •o•• M -�-� .ry;o�o�C'P•• P...Sg0•zr'�1 llal subbase Stone YYaa"_ III—)I_ �• o�.••••t 4;VI,°tb G .— Perforated Pipes Spaced&Sloped to CHARCOAL GRANITE AUTUMN BLEND CAP 0 MM)Thick No.57 Stone .4.�.• •-• 1.1 • }:��1. S' Drain Accumulated Water �•.'•O 'j•111111 t-Graded Base - l - O __+_a _- co ••'o OQ•• Geotextlle on Top&Skies of Subbase ,,�, .;ri extlle on Top and Side of Subbase Q O°,Q r: ...4�•.!°...-11= Under&Beyond Curb 'iyfiM s e. NM still .••o••�.. -lir: TREM 1 .E EASY 0 5 ;---' , ,. 1-; ,, ; 1 Y j �►" � 1!l II 1 �' - { I II I I I I I 1111 III I ,. • t j! ! : I I �� 1114 ' iy Pt• +8', }t I '�. ! )h 1 I I' sec ...c t i N4: - ** .•Iiii i-jelv VIII I� i 1 i s 1 \‘ \\\\\ NN, --'-'----,,':--,: -.,,,,,::::,,-!- :=--,-_-__,s-- ,._,_. ...4„ r , \ '---..."-----..,:-....2-,---.--- - -...... . \\ \\ '''', "....,_ ----, '',... '''..s''''',....'-'•-••-•.--".---,, 4- . - \ \ \ • (1 i ik \ \ N..„. 'N. NN.,„, • --„......_ -......_ ---,........ -----,.., --,,,, �, GREE \ COLLECTIO \ ECO - FRIENDLY PERMEABLE PAVERS TREMRON . COM IE1 �,�... �3 s� t 1. • • 4,- .. \ j ,.3,..),,e1.--,,,7174. ' .r jYt1� "yr �3wa' I t' , ` �- J i gF. '. 4.. is �. - I . . .�...... Grp• .•,..j t� ,. 1 7 1 "In .i T • '" i- ,�p� • .rte. .e- ••—r-,,,,._ axi-''"'• r4n_7ii-AZ 7..,.- .+�. :ram ++m'.`� �'• Y . , ,'e," �3. _.fir. a'?Cate! 177': - .sl waft.VW.* "..1i. "'TAU:VV.. Aft "®• ._ �.w$s '-.sVP �.¢ .:w 3rascar ._ cragn `+mss-"iouwa+a � 3+� taste'[ "��at. Baa , Eg ►yam ��E?d MIR _rm de i sem_ -"W. •_- n;"'E" �, -�'*r• tl -'l�F�'F te . � 1 ` -• \� ` i;._ amu.' s o^ry� ... 1:141C.,- � �- tC�r. r.iti. - ._ " °e" y \ •\•\\ \ :~`\i!•\ . , =;"„ >9 ,,r r • r 4.../•••1-W" ✓Wl+Y'i - �� y .1 \ \ " \`. '` �-- ^•t�� ti ...,\ `1 �.-• --- '�+.. ,�`••ti.� ..it- a •. ..r .� /}i �''��- - ,�gpgh'a - .�• A �`a 1 e i•, '.\, •1 ^ •r. -•. --.---.•:,---,:-.•---..-z---::,-- _---__:- •..- "s' �A. .fir , "\. • •.+ o. `,' \�\, •y \, �'1,* `1 '�,.....•.„.....,.•••`... ` --- Tl.c�1,Qfit.'.'R':•`ri' .'Y-g.T. +y' L: `:' •,,� 1I - .11*-• �'1._ it i I 1 `' •'19" % `!\.1• � _ �1• �` 'R `�.\ R �; o_. �^ • .. \- ' ''V. -\' .\ik.%\'•;.r\k•T's::-%' ..'A..7; ...",-,-..‘s*k,s,:-. \' -,,,...'-:', ''''/‘ - :i., ----........: ----.. : :,„ '''' 4 1 �� ��99 =G �',2. ` ' ,.7.1......- y j ted, ::- ' .):1 :' ,, � � -E�_( \ ,`jt i., .. k "�• '•�, tai `�` \�j �� � �� � 1� I-i), ..1.-::-.. 11%.. 1 �.. ,.4-• -' \ • �, .. ?kF ,�` P4 '' ' *\., �� , ,�. - - •x a .4, TURF BLOCK SF RIMA INSTALLATION OPTIONS or eliminate storm water run-off, which decreases Providing a permanent solution to soil erosion problems, Turf Block can be used ith a 3-1/8"thick profile, SF Rima provides a sturdy in a wide variety of applications, from fire routes and parking areas to residential ' 11111 )erfect for both residential and commercial uses. applications such as driveways and patios. Manufactured 3 '/s" thick, Turf Block a can be installed nub to block, or nub to nub for provides a sturdy pavement for vehicular traffic that is perfect for both residential and th. commercial uses. , , , , NUB TO BLOCK NUB TO NUB , , , , 1 T 0, „elli 4U 4 l i„... ..,. __,i;,-:, .:•:,.' ‘ .i, , i f -� • viJ is. 'e� * (res - ' _ ^ _ . tr P iiii , . . . . . • . . . . . . • .. .. . ........ . , .. _______„,. .... _ ..,____, ._ ►' 1tc ..._- __ ____ ..„.......s,.... . ............ .. ... . _ ....„.. . ... -> ar . 1+► . . , . ... __ _ , • . . . . .. . . . . ... ,. ... .. ... : : . . : r r r . - r r I • • • -�-�aS X5- . .. .. ,. ... ... ..... ,....4*. .... ....!..t.„6„... .;‘,...„ _.. . ..• ... . _ , ..... . • _. ., ._ .. , .. ,. „. ,,_ • _ ___ . _ .,. . ../.. . _., .. ..._ 4 r • .. : . I. : :„ _ ,.., . . _ .L. .,,,,,:... -, _ - , - _ __, �` - .. . . , _ . , . , ,. . ,. . . . I ., _.. ,. . ____,..__ .. .. ....._. , • . . . . .. ., . . .. /. __ , ........._ _ ... __1 ..._ ,, , .....„ .. . .. . . . • ” . � s _..,...... - 'y9• 4 / ... , , ,.. . . . .. . , , ........ .. , . . . ___ . . ......_,......._ _„....__ _____., ___ . g • • \ / / \ t //` •\%! \ l� E \ \\I -, \ ''-` .._k t' -` ` ,+ : _ •. /� - • w - \' . / \` ` \ \• j \`f ,\` -- B \ 4. ` I i;'.' � y r 44 \ \ / ` { _ .i a \, 1 J • S-.! AQUA PAVER 3rance of a traditional pavers, but with oversized With their beautiful unique shape,versatile design and superior permeability,Aqua Pavers igh the sub base releasing into the ground below- are the ideal solution for eco-friendly hardscape design with optimum aesthetic appeal. ain water as it is reintroduced back into the ground Additionally,Aqua Pavers help protect the environment from dangerous pollutants in storm iess, it can be used in both residential and heavy water run-off by allowing for the readmission of water into the ground naturally recharging with the Americans with Disabilities Act, the aquifer. i I I I 1 I I I I I 1 f 1' 1 jt _ ' i I -op, it . , , .. rr . , : :1 , • if mw c a +—w I • ..�..�i..wi s►-:. q 1F rrri�il"7.11 .... a �� / ' r r !J 11.. TREMRON 1 WE MAKE EASY I `1101 JACKSONVILLE MIAMI ARCADIA 2885 ST.CLAIR ST 11321 NW 1381H S I 3144 HIGHWAY 17 NE JACKSONVILLE,FL 32254 MEDLEY,FL 33178 ARCADIA.FL 34266 (904)359-5900 (305)825-9000 (863)491-0990 LAKELAND POMPANO ATLANTA 1030 AIRPORT RD 1251 NE 48TH ST 1436 MUNICIPAL PKWY LAKELAND.FL 33811 POMPANO BEACH,FL 33064 DOUGLASVILLE,GA 30134 (863)603-0995 (954)418-0000 (404)968-8280 U.. T R E M R O N . C O M gib pCITY OF ATLANTIC BEACH De artment of Public Works 1200 Sandpiper Lane V Atlantic Beach, FL 32233 (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 9/11/18 Applicant: Virtue, Inc. Permit #: RES18-0302 Email: virtueinc8@gmail.com Review Status: DENIED Property Owner: Marshpoint Properties, LLC Site Address: 306 4th Street Email: walker@skyenterprises.com THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: • 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. • Provide erosion and sediment control plans with installation details. • Provide impervious surface calculations for entire lot (existing and post construct44n\-- • Documentation shows impervious areas are over the 50% allowed by City?KoVED • Provide detailed plans highlighting additional impervious areas. ����✓� PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. • Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (247-5814) to request an Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapell's, Inc., Republic Services, Donovan Dumpsters). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • All runoff must remain on-site. Cannot raise elevation. • Maximum driveway width within the City right-of-way is 20'. Scott Williams, Public Works Director swilliams@coab.us/904-247-5834 Page 1 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0302(Virtue).docx • 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. Page 2 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0302(Virtue).docx LL -sem- Revision Request/Correction to Comments **HIGHLIGTEDIN INFORMATION HIGHLIGHTED IN P', A'IL '�is) City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 r G it o' Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RES )Q-O30.2. Revision to Issued Permit OR Corrections to Comments Date: I jC Iq Project Address: 306/2(3g if4h s-free,+ Contractor/Contact Name: WaJUe r Ma.5C17 Contact Phone: (q01-06g""S SRS Email: 1ktreS e,y1 zrN{,Se5 . Covvt Description of Proposed Revision/Corrections: ;-f-e.. F icAn Ack i 4-i c Y1 . c, L( ou+ ga rkap acid i--1-;cn -cc ir 306 ^S7L. I Virklkor Ako,Ac vt affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • yyTrproposed 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? LV-No ❑*yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: "Za.._ , (Office Use Only) ❑ Approved Vi Denied E Not Applicable to Department Permit Fee Due$ Revision Plan Review Comments ��� . / ' AZ– epte / / 4, 4� /,/ Department Review Required: uildin—'> �i..417"_ t �_ PI fling&Zoning , ECEEVE:\ viewed By Tree Administrator 1.1,-,i6-fin---/-61-R--- 5_.;c JAN 1 1 201 / (Kp uaUtaitie0 Public Safety BY. — Dat Fire Services Updated 10/17/18 , rr 46A.,\ J1 CITY OF ATLANTIC BEACH r sem\\ Department of Public Works ;? 1200 Sandpiper Lane Atlantic Beach, FL 32233 ��9,tl�' (904) 247-5834 PUBLIC WORKS REVISION PLAN REVIEW COMMENTS Date: 1/28/19 Applicant: Virtue, Inc. Permit#: RES18-0302 Email: virtueinc8@gmail.com Review Status: DENIED Property Owner: Marshpoint Properties, LLC Site Address: 306 4th Street Email: walker@skyenterprises.com THIS PLAN REVIEW (AND REVISION) IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: • The following Correction Items were not addressed with the Revision received on 1/11/19: • Provide manufacturer specification sheets on pavers being used to receive the 50% credit. • The 50% credit is needed for the approval of Permit. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • All concrete driveway aprons must be 5"thick, 4000 psi, with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. • Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (247-5814) to request an Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapells, Inc., Republic Services, Donovan Dumpsters, Phillips Containers). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • All runoff must remain on-site. Cannot raise elevation. • Maximum driveway width within the City right-of-way is 20'. Scott Williams, Public Works Director swilliams@coab.us/904-247-5834 Page 1 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0302(Virtue-2nd Revision).docx e. -ti 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. Page 2 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0302(Virtue-2nd Revision).docx . rC, VERMEY ARCHITECT S. THIRD ST. 24&-1 1 SC -7.4•7-7.4•7JAC420KSCI+MLLE BEACH, FLORIDA September 28, 2018 City of Atlantic Beach Permit Review Project : 306 & 308 4th Street Permit Number : 169807 0000 The following is a response to the plan review comments : Mike Jones, Building Inspector/ Plans Reviewer 1. All items added to cover page 2. Certified survey (2) to be attached 3. Information added to site plan regarding setback sand additions 4. Florida approval codes information to be attached 5. Simpson products information added 6. Use 11 7/8' TJI 110 @ 16" o.c. or TJI 360 @ 24" o.c. in place of 11- 7/8" x 1 3/4 " LVLs Span tables added 7. Method of compliance and alteration level added under Applicable Codes 8. Permit application corrected 9. Proof of Workers Compensation to be attached 10. Rail cap compliance reviewed Sheet 1 of 2 11. Spiral stair design and fabrication by others to be attached 12. No open stair only open railing, clarified on floor plan 13. Note regarding cable railing requirements added 14. Site management plan added Thank you for your help to resolve this. 4C1SO Gerard Vermey `f U Sheet 2 of 2 , ,r:j ..ry1y„I,., is .,), i� RECEIVER CITY OF ATLANTIC BEACH A z....1 ;. Jr OCTZ��B 800 Seminole Road Atlantic Beach,Florida 32233 BY: REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS Date 10/V201g Revision to Issued Permit Corrections to Comments ' Permit# RESI 3J.Z Project Address 300/30' LiM4 54. Contractor/Contact Name �rpy Ru'I,n I A,„,, Wei/1 itiict.s o rl Phone ( OL}),23$'8595 Email 4,15tIke., Sky-e f riS e S, Co 0/1 Description of Proposed Revision/Corrections: Permit Fee Due$ g5ponSe_ -to Covvlyvl eAn-I-S ,Intl Additional Increase in Building Value$ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Y Not Applicable to Department 1 Revision/Plan Review Comments / i ; ,�� ,�, _ / , _ i �j i/� ;i rL p ��p� r Department Review Required: aidteY ' / v Q t 4�:�`Q'' " / i n ✓ `eil� l � anning &Zoni • evleweu �Tree A•ministrator Pte• ic Works //JJ �/ /J9 e.`�+11Irll i -s /01'f'7 Public Safety G Date (/ Fire Services dI 1� Q CITY OF ATLANTIC BEACH ` , Department of Public Works • r' s-) 1200 Sandpiper Lane !.5 0 / Atlantic Beach, FL 32233 `.0;319`' (904) 247-5834 PUBLIC WORKS REVISION PLAN REVIEW COMMENTS Date: 10/24/18 Applicant: Virtue, Inc. Permit #: RES18-0302 Email: virtueinc8@gmail.com Review Status: DENIED Property Owner: Marshpoint Properties, LLC Site Address: 306 4th Street Email: walker@skyenterprises.com THIS PLAN REVIEW (AND REVISION) IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: • Provide manufacturer specification sheets on pavers being used to receive the 50% credit. • The 50% credit is needed for the approval of Permit. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. • Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (247-5814) to request an Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapells, Inc., Republic Services, Donovan Dumpsters, Phillips Containers). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • All runoff must remain on-site. Cannot raise elevation. • Maximum driveway width within the City right-of-way is 20'. Scott Williams, Public Works Director swilliams@coab.us /904-247-5834 Page 1 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0302(Virtue-Revision).docx 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. Page 2 of 2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0302(Virtue-Revision).docx VER h IEY ARCHITECT 741( 420 S. THIRD ST. 24B-1150 JACKSONVILLE BEACH, ;FLORIDA September 28, 2018 City of Atlantic Beach Permit Review Project : 306 & 308 4'n Street Permit Number : 169807 0000 The following is a response to the plan review comments : Mike Jones, Building Inspector / Plans Reviewer 1 . All items added to cover page 2. Certified survey (2) to be attached OCT 9 2018 3. Information added to site plan regarding setback sand additions 4. Florida approval codes information to be attached 5. Simpson products information added 6. Use 11 7/8' TJI 110 @ 16" o.c. or TJI 360 @ 24" o.c. in place of 11- 7/8" x 1 3/4 " LVLs Span tables added 7. Method of compliance and alteration level added under Applicable Codes 8. Permit application corrected 9. Proof of Workers Compensation to be attached 10. Rail cap compliance reviewed Sheet 1 of 2 1 P - 11. Spiral stair design and fabrication by others to be attached 12. No open stair only open railing, clarified on floor plan 13. Note regarding cable railing requirements added 14. Site management plan added Thank you for your help to resolve this. u 1630 G(3412r6L and Vermey Sheet 2 of 2 � a 'ni Recei t Num Cash Register Receipt p ze City of Atlantic Beach R8545 DESCRIPTION I ACCOUNT QTY PAID PermitTRAK $1,957.75 RES18-0302 Address: 306 4TH ST APN: 169807 0000 $1,957.75 BUILDING $630.00 BUILDING PERMIT 455-0000-322-1000 0 $630.00 BUILDING PLAN REV RESUBMITTALS $225.00 BUILDING PLAN REVIEW RESUBMITTAL 455-0000-322-1006 0 $100.00 FOURTH AND CONSEQUENT BUILDING PLAN REVIEW RESUBMITTAL 455-0000-322-1006 0 $50.00 SECOND BUILDING PLAN REVIEW RESUBMITTAL 455-0000-322-1006 0 $75 00 THIRD BUILDING PLAN REVIEW $315.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $315.00 STATE SURCHARGES $47.75 STATE DBPR SURCHARGE 455-0000-208-0700 0 $28.65 • • STATE DCA SURCHARGE 455-0000-208-0600 0 $19.10 WORK WITHOUT PERMIT $740.00 WORK WITHOUT PERMIT 455-0000-322-1000 0 $740.00 TOTAL FEES PAID BY RECEIPT: R8545 $1,957.75 Date Paid: Monday, March 25, 2019 Paid By: VIRTUE, INC. Cashier: CT Pay Method: CHECK 1496 Printed: Friday, March 06,2020 3:17 PM 1 of 1 Two(,t t' *4 Cash Register Receipt Receipt Number J ) City of Atlantic Beach R11327 DESCRIPTION I ACCOUNT QTY I PAID PermitTRAK $55.00 RES18-0302 Address: 306 4TH ST APN: 169807 0000 $55.00 BUILDING FOUNDATION FOOTING 11/27/2019 RBE $55.00 BUILDING FOUNDATION FOOTING 455-0000-322-1002 0 $55.00 11/27/2019 RBE TOTAL FEES PAID BY RECEIPT: R11327 $55.00 Date Paid: Wednesday, December 18, 2019 Paid By: VIRTUE, INC. Cashier: CB Pay Method: CREDIT CARD 5 Printed: Friday, March 06,2020 3:17 PM 1 of 1 TRAJOT 15 goo 001 civ I; I0c�), C70 7"ob St-1c /)ip�t�tanc�{ Awn_ OFFICE COPY 10 �• �°�i�`f y°�rGf ��1�1�':`C`� �r�±{.rte Go I re -VIE! �.. i=•f,1! i,, �I.1CF•���r--'�'!n (, (i��Cl:lllrlC, �� � �, Ji••'f���Jl�1.t� I'�� �Y1�"f`IkI.G � r�'"%PT` FE TH. 3TRcr8'(' �5 cloo C>01 ocP F�� JAN IL 1. T Aeoukv, rswjt�,--r mnerAetao -rou-eT -01 WSW JMPSP-VIOL* 104 C i a T1t G i5l-rj5- 2. ;7EIVC-WAY WIPTO S I&i a- ":IULL f?JrA9T-e)F-WAY, lNalmf4 6a PL -*4C-, ImplEevioue, rzoe e)q---/rjJC �1-ELICrIOat_ EX',c>T- .41qo P,Mr �45-r. TarAt- iO'r 4WP-ZAee Vjb JAN IL 1. T c Fr ai con S 4-Y v c T ,f o� n a YN a S -c -Q.1, -�- 4114. ✓�C � J i wi eL7r, C��•�J G �' =='7 rr�' � �'i/ RCC WOO R FT }verb U 11 It it I PLAf-Ij U.Q 10.0 WINDOW INSTALLATION (NdETHOD A-!) WEATHER RESITIVE BARRIER (IRB) APPLIEO PRIOR TO THE YeI,4C)OW 11'451ALLATION. FLASHING APPUED OVER THE FACE OF THE MOUNTING FLANGE. SECT" A STEPS THIROWCO WADOW "a OT,NATER rAr THE BASE CF W. YIALL WOF.ING TOWARDS TALL THE With OF THC SEALANI PC SCHM MOVNW�a FLAN, C. P, 'T SRRF L, ; "S, EAQL M T 0 AT BACIC OF VANDOW .4:: FL.ANCE & SET WJ,*OVI VVNI� PAN HEAD SCREWS 10 SEAL t1ir kMNDQW FRAME 10 FACV-tTATE INSPECTION. UnNINF APPLY A A. -PLY BEAD Or INSPECTION. AT OLA_ To THE BACKS'Det- N6,c S*E J"' K EXTEND 8 I#Z-- OF Ttic v4t4L;Od 7T ,f,APPLI JkV9 TIAS82NG �Lll I INE 'fATH Ally V APPLY BEAD OF SCALk4T PRE_PUN6ifD HOLES OR SLOTS., AT HEAD APPLY HEAD FLASHING 10 ZSEALA.4T BEAD BEW.CN .0 OjAMS FLASHING FLASKNO AND WJU?(n'4G APPLY CO"hT. SEA-' TO THE MOUNTING FLAMSE, FLANGES AT THE TOP (HEAD) AND &E�OVE PREVIOUSLY AFFtIED SLOES (JAMBS) OF N!NDOW. EXTEND TAPE, ALLOMNQ WID 70 LAY SEALANT AT JAL(AS 8 112;' ABOVE O)FL-T OVER HEAD FLASHINC, TA-- P.O. AT MEAD. EMBED JAMB SHEATHING TAPE FLASWNC WO SEALANT AND OYER XIACUT SEE `APPLY 'A31EN iN FLA,rE.(F4ASHINC GOES OVER SEALANT). SZURE WR5 AT HERO ASH&0At HEAD EXTENDS I' BERR 0 4 J"13 FLA%smr- Q)HFAD FLASHING ----_�_-EVEIED BOTTOM OF THC HEAD P-ASN240 AIA.-AS7 THE PRfV.O(;S'_Y APPLIED SEALANT 0615 SEALANT OVER SEA'ANTV EXTEND HEAD r.ASH;hC BEYOND FAST-_ EACH N IN a PLAM FLA%N0. &YBrLASHING I A TO OVERLAP SILL EVENO JXWB FLASHINC FLASHMG, EXTEND JA" FLASHNO a III A8014 ROVC41 OPENUO AT AD. TUCK KTOP OF OkW8 FLASt�NG \ NUR THE FLAP F WRO AT THE HEAD. SEE DIACRAU. SILL FLASHING SHIM AND AD.JST -MNCOW TO A -DHEA SQUARE, PLUWBI A, LEtiEL - ! ICN. USE CORROSION 0 RESISTANT FASIErjERS. FASTEN WNDOA-, PER WNDOW MANUFACTURER SFf4rF1CA7IQ_t1S. Yr -LATHER RESISTANT BARRIER (WRB) AT A 45"OECREE ANGLE, CAREFULLY CUT THE' AC-ONAL, BARMP ON A 04AC NAL CENTLY Rk1SE THE TOP.EOCZ OF THE BARRIER UP AND TAPE liiE TOP CORNERS AND CENTER 10 IHE CXTEW.OR WRB SURFACE ABOvE. INTERIOR VIEW TOP LEFT CORNER OF 'MNUOW FABRIC MATERIAL. 24 -'IN. MINIMUM, HICEICHT BACKFILL TRENCH ViTIEN FABRIC IS INSTALLED IN A TRENCH WTH COMPACTED SOIL, ANCHORS CAN BE ATTACHED TO REDUCIE THE POTENTIAL OF "BLOWOUTS" (NOT NEEDED IF "SLICING" METHOD IS U -SED) STEEL OR %100I) POST INSTALLED AFTER COMPACTION FABRICMATERIAL MUST $,-_ OF "13LICE' S-:CUR@_Y FASTENrED To, TH,_ POSTS OR (IF IJSFD) To TH;r RUNOFF Ilk - VVI R E MESH `NO00 OR STEEL. POST 8- T� 12 -IN, INSTALLED BEFORE (WNIMUM) COMPACTING BACKFILL MATERIAL COMPACTED F-7 ICING SLICING MF THOD BACK�FILL 5F MATERIAL RUNOFF ATTACH NIG TWO SjJT FENCES t _ k5-riW4 176-fAIL _A/0, t�p WHENITRENCHING IS USED PLACE THE ENO PO$T OF ONE PENCE INSIDE Ti;- FINO POST OF :i�E %MINIMUM) E. OTHER FEN -X_ AT ALEAST 180 TATE 807fri POSTS M DECREES IN A CLOIKIMSE iii cEifON To 6F Structure ;4eight 4 Num bear of Storms: FABRIC MATERIAL MUST BE PLACEsIN A 6 -IN. SEAL 'MTri TME: FABRIC MATERIAL x 6 -IN. TRDIC*r-i WITH A "L' SHAPE a, -FORE OIRECTION - OF' RUNOFF WATER D AFACTINE G TH17 BACYFILLING ANW SOIL, DRIVE 6UTH FUSTS Type VE3-2 ASCVT 12 -IN. INTO FriE GR 1.11140 AND 3URY 'rtiE I =RENCHING METHO�j FLAP IN A TPENCH Unsprinkled ,DI LT FE'_NCF BAR'HIER IN' -TAI I A ION Residential Group R5 General Structural Notes: I Codes: Florida Building Code 201-/,, American Concrete Institute, American Institute of Timber Construction. 2. Live Loads: Roof: 20 psf Floor: 40 psf Stair: 40 psf 3. Wind Load Notes: Codes: Florida Building Code 20*11 and ASCE-7-10 Ultimate Design Wind Speed: 120 mph Wind Importance Factor: I = 1.0 Building Category: 11 Wind Exposure: B Enclosure: Enclosed Building Internal Pressure Coefficient GCpi = +.55 or -.55 Wind Pressure to Windows/ Doors End Zone = 6'- 0" Zone Effective wind aregsf� _Wind lcqd�pAtj Positive Suction Interior 10 +33.9 -36.1 20 +32.7 -34.9 50 +31.2 -33.4 100 +30.0 -32.2 End Zone 10 +33.9 -42.7 20 +32.7 -40.4 50 +31.2 100 +30.0 -34.9 NOTE: AWS Design Pressure = Ultimate Pressure x 0.6 or Divide with 1.6 4. Allowable Soil Bearing: 2500 psf 5. Soil Compaction: Soil under slab on grade and foundation shall be compacted to 95% modified proctor max. dry density (ASTM D-1557). Contractor shall submit density test report to Owner or Engineer. 6. Materials: Concrete (normal weight- 28 days) 3000 psi Reinforcing bar ASTM A6,15 Welded Wire Fabric ASTM Al 85 Anchor Bolts ASTM A36 Welds AWS E70 or E60 Wood Members for beams & Posts (#2 SYP) Wood Members for studs (#2 SYP or better) Microllam 1.9E 7. Concrete: All concrete to be designed as per ACI 318 Latest Edition. Footings 3000 psi Slab on Grade 3000 psi All others 3000 psi Splices in reinforcing where permitted: Concrete 50 bar diameter Masonry 48 bar diameter Unless shown on drawings, minimum conc. cover for reinforcing: Cast against earth 311 Slab on grade Centered Exposed to earth or weather #6 thru #11 bars 211 #5 bars & smaller 1 IJ2" All reinforcingshall be held securely in position with standard yyaccessories in accordance with ACI 315 during placement of concrete. 13. Timber: All wood framing shall be fabricated and installed as per AITC & TPI & National Design Specification for Wood Construction, Provide temporary top chord bracing until roof sheathing is in place. All wood members exposed to weather shall be pressure treated. Pre-engineered wood trusses shall comply with Truss Plat Institute Standard with proper'dead, live and wind loads. Drawings shall be signed and sealed by professional engineer registered in the State of Florida. Provide hurricane clips at both ends of each rafter and truss. The number and size of nails connecting to wood members shall not be less than those specified in FBC 2010 Table 2304.9.1 Fastening Schedule. DATA, Footaqe information: 5F -2 5�4�.eo Sf= t _ k5-riW4 176-fAIL _A/0, t�p .0 5F W lc�a;* Ftevfeury P/-Vre6 c5F 5F Structure ;4eight 4 Num bear of Storms: Mean hoof Heig jht Number of Sborhoq Type VE3-2 Unprotected Unsprinkled Occupancy S I a 's a: Residential Group R5 =4V5 'rW&v r-AtAlly r .. Iro.ject Scope., Fro jesct Area Information: Site Area 5F Total House !S'1"l5F Total Proposed Lot Coverage Propos,ad Lot Coveroge, Applicable CI- Florida Building Coda 2017 Florida Building Code 2017. 6r -h 11---dition- "Exl5ting Building" National Electrical Code 2014 - National Fire Prevention Godo 2016. Wind Zone Information; !See Mind Zone,(rhI5 Sheet) mm! I I Concrete (Normal Niolght- 2,5 Days) 3000 p5l Rein fore inq Bar` ASTM A615, 6r&o Welded Hire Fabric A5TIM lb5 HolloN Load Boorino, CMU ASTM Cxfo, Gr N-1 Anohor Bolts ASTM A307 or A56 We Ids AN5 LEE -10 or E60 Wood Members for Beom!5 s Posts (#2 5"(P) Wood Members for Stude, (#2 5`rP or Better) Mfc-roflam I`AF INP>ex or 6HMI-A-2 6WF,C--r AS � p P:LMK PLA", -5L16.-r, 1711t?Ll 4A 5., +-4AP-A6E WIFJn WALL U-L0VAj'Io44 A4 r-eukpwria�4 -595-9-r A H159 -A& 5I­II,"-Mic.N_ rt W255Z 21-0 cc 6 FA 9 WOO > H OFFICE COPY CHECKED REVISION ISA S BP# LqLtsq�_c SCALE 2 REVIEWED FOR CODE CO'k%.41PLIANCE DATE---- SIGNED- erT CITY OF ATLANTICV SEE PERMITS FOR ADDITIONAL 811.1aET REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE: 2-1W 9' f—, 42" AE30VF- FIN. j! FLOOR BALUSTAIR5 @ 4"-- (2X2 P.T.) G,p uAL • -``( 0'i, . I P, ODF� PLAN 114 J o�� 1 (2) 511MIP50N M5TA24 p -- 5T RAP�^5y FROM 6F A.�:GE ✓_ f OOR HEADER. TO GAGS ST}1D5 " v ROD, UNL E55 t1 — L5TAI2 32" o.c. OR E* HEAP MALL SPEC. TYPir.AL , REtZUIRES 6REt�TER E I 6ARA6E FADER I JACK CON IEGTION (3) 2X 5TJD CORNER --• P.T. 50LE PLATE E - ADD SlNPSOII FA51 STRAP ;EN 6ARA6E NIN6 NALL < 3'-b', EMBEDDED I'N GOi`I—Fil! ED STEM 1^IAL L. FA5TEN TO KHN -55 N (0) 10d NAILS. 3J.To5- 16" MIN. EMBED OF PA ..5t IN GONG.. t ll Tri}GKENED 5LAi3 EDGE 1 ® 67ARA,6E 09EW16 ARA6� lNII�C� MALL cL\IA�TION 5TEEMKALL SHONN, MONOLITHIC, SLAB FT6. 51MILAR il 2X6, SIL G,A 42" A80VE FLOOR 5ALUSTAIR5 @ 4" O.G. (2X2 P.T) T FLA5HIN6 {.032")- 2 )'a° 5PACE� 2 -PART Fr ASH}N6 AGGORDI 4 } TO WATERPROOF DECKING 3/4" PLYNOOD DECK 1 MAINUF'5. PIREGTIOiN5 !X2 TRIM kV ALUM. DRIP- I 1 51N6LE MEM3RANc \ ' NATERPROOF DECKING! AGCORDIN6 TO MANUF'5. (`-z) 2X12 P.T. FASCIA DtFi EkT}Oia� 1 r rr i�rrr. � _ir.rr� axer I -LA -r r i1 112 L'-(\/-lP Ili i La 2Y4 rb4,Tr-'- CURE!;- _ I6° x 20' MONO FOOTER 1 1-4 IJ VY (1U 143 CONT, if d {}) ""_ �° GG^G. f�9vY6XY{i,�f.CS I}.v lti fC VERT, o 48' o c. TYr�. FlaC-R MESH GO+!a OVER h MtL VAPOR BAPRIEP OVEP, CLEAN, Ye -1 C,0i-Fr TED, q5%, : TREATED FIL.1_ T 2 Xeo tGAI GAS' 42" ABOVE FIN. E I FLOOR - (( BAI USTAIRS @ 4" I In s�� ' Vm� VW U. 4 U" w `yJ H WOO > a � . r-yl'It) l IHC F KLA IIQIC, NICK V4A650 IF -Vf6FACEK Air O.G. (2X2 P.T.) F}_AS IIN6 (.032") F172 -PART FLASHING AGGORDIr! I I TO 'NATERPROOF DEC -KING 2)2" SPACE MANUF'5. DiREGTION5 N , 51C�L E MEMBRANE _ 1^IATE}2PR001= DECKING- .r. 3/4" PLYWOOD DECK --� AGCORDIN6 TO MNUF'S, __ a v �-�- }X2 TRIM n/ ALUM. DRIP 'GES J o I e -j O, G �+t 1-2 �'" � !� > ✓��r�! � GY"ti.�Cl� .;;R L lr� J� I -,^" 1�1� I _ loxt.., P. -r. 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