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535 ATLANTIC BLVD #507 - GATE - PERMIT f.= . \J'J� vS, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD jr ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 1:.t DP3cYr- COMMERCIAL NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-CNEW-2862 Job Type: COMMERCIAL NEW CONSTRUCTION Description: automotive service station including building, canopy, dumpster enclosure, monument & wall signage, pond bulkhead & site improvements Estimated Value: $1,850,000.00 Issue Date: 4/21/2017 Expiration Date: 10/18/2017 PROPERTY ADDRESS: Address: 535 ATLANTIC BLVD 507 RE Number: None PROPERTY OWNER: Name: GATE PETROLEUM COMPANY Address: GENERAL CONTRACTOR INFORMATION: Name: NIX Construction Co., LC ,TBA Address: 8136 Honeysuckle LN Phone: - - PERMIT INFORMATION: FEES: ENG REV COMMERCIAL BLDG $150.00 PLAN CHECK FEES $2,190.00 UTIL REV COMMERCIAL BLDG $75.00 BUILDING PERMIT FEE $4,380.00 STATE DCA SURCHARGE $65.70 STATE DBPR SURCHARGE $65.70 Br (iMr ;8 mem Cu licNN( II r3bittl.i. CITY OF ATLANTIC BEACH ORDINANCES AND TIIE FLORIDA -S i i'j � '' ,f , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ,jam �` ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 j- JJiI>`' BD PLAN REV. 2ND $50.00 SUBMITTAL BD PLAN REV. 3RD $75.00 SUBMITTAL FIRE DEPT PLAN REVIEW $150.00 Total Payments: $7,251.40 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Arlington, Daniel From: Arlington, Daniel Sent: Monday, April 24, 2017 5:08 PM To: 'bnix@gatepetro.com' Cc: Jones, Mike Subject: Gate Plan Notes Attachments: Atlantic Gate Plan Notes.doc Mr. Nix, It appears that the Permit and approved plans for the Gate Station in Atlantic Beach were issued without some notes and comments attached. Please see the attached Plan Notes and consider them part of the plans. I apologize for any confusion or inconvenience this may cause. Please contact me, if you have any questions. We look forward to a successful completion of your project. Sincerely, PJ Arlington Dan Arlington, CBO Building Official City of Atlantic Beach, Florida darlington(a�coab.us (904) 247-5813 1 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904)247-5845 Job Address: 535 Atlantic Boulevard Permit Number: I /J LW' a (P. . Legal Description See attached Parcel# 1706840000, 1706720100 Floor Area of Sq.Ft. Sq.Ft Valuation of Work$ 1,850,000 Proposed Work heated/cooled 6,400 non-heated/cooled . Class of Work(circle one): OM Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structures)(circle one): ommercial Residential If an existing structure,is a fire sprinkler system installe t . - c e one): Yes o N/A Florida Product Approval# See attached form For multiple products use product approval form Describe in detail the type of work to be performed: Automotive service station with minor automotive services containing: building,canopy,dumpster enclosure. Monument and wall signage,pond bulk head and site improvements. Property Owner Information: Name: Gate Petroleum Company Address: 9540 San Jose Boulevard City Jacksonville State FL Zip 32257 Phone (904)737-7220 E-Mail or Fax#(Optional) Contractor Information: Company Name: NIX Construction Co., LC Qualifying Agent: William Brian Nix Address: 8136 Honeysuckle Ln City Jacksonville State FL Zip32244 Office Phone (904)448-7035 Job Site/Contact Number_2904)509-1500 Fax# -- State Certification/Registration# CGC 1515226 Architect Name&Phone# Ebert Norman Brady(904)241-9997, ELM (904)296-8066 Engineer's Name& Phone# Atlantic Engineering Services(904)743-4633 Fee Simple Title Holder Name and Address:_Gate Petroleum Company,9540 San Jose Blvd,Jacksonville FL 32257 Bonding Company Name and Address Mortgage Lender Name and Address 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 laws regulating construction in this jurisdiction. This permit becomes null and er work is commenced o menced not 1commenced understandHithin six that separate permits muor st be secured for Electrical FVork,Plumbing,Sigconstruction or work is suspended or aba0oneclns,r a period Wells,Pools,sixFurnaces,Boilemonths at rs, Heaters, Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF y COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFO ERTRE ECORDING YOUR NOTICE OF I hereby certify that 1 have read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal,state, or local law regulating construction or the performance of construction. Signature of Owne - '�� Signature of Contra�tbc ; /A- Print Name ;curl/./ 1. V st#Jit Print Name R-1'i20i lAlX Sworn to 4nd subscri ed befor me Sworn to and subscriiJ.ed before me 20 G this ay of , v/ 4' .20 �� this (A2,24/Day of .t 2_ s i �� No P tic iC- '',Ya--/t_., No> P lice � < ised 01.26.10 le A, MYryCO�M SIONtff886�0925 • r�`""`e'""�.,, MANDEADD..T�1AU/ EE�Y --:.1.—...- � EXPIRES Apr 27,2017 �s.+. .L �,�,,,�, 27,2017 4' Bonded N01 PubicU11dMMIk1S rt GNMSHat/yw• r t ,,;�" ' Bathed Thu Hatay Pubic uitddrttiets 1 • o t.T 0 p i t 2. A Cc IMM• a z 5 A ritR F.R f I x ,® _ i lir , i , , I , . , ., .. ,, ,:, ,, -• c 'r. ' F• NO ?� NA 7. r,3 a' I , $ n C il 8n . 1! t Z7 (1111g ... ONO ? :-. O m z 777 wok `a f ��o < g m 011 va T� IA ' ! 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Please submit engineering and manufacturers' installation instructions and all delegated engineering, including steel framing systems, fabricated joists and trusses, canopies, store-front glass, and exterior wall and roof panel systems. Please provide two signed/sealed/dated hard copies of delegated engineering signed off by EOR, with a Revision Form, before any inspection past slab. Pour slab at owner's/contractor's own risk. 2. Spray foam insulation is indicated on plans. Please specify insulation products and provide the ESRs. indicate all options on the ESR, including specific products, and ignition and thermal barriers required. The current ESR (Evaluation Service Report) for the specific product (Sucraseal), with all options indicated, must be submitted before any inspections past slab. Please submit two hard copies with Revision Form. 3. A third-party, signed/sealed Weld/Bolt Inspection Report will be required as part of framing inspection. 4. Please submit a form board survey showing Finish Floor Elevation, setbacks, and distances to property lines as part of slab inspection. I)an Arlington, CBO, CFM 904-247-5813 darlington(&,,coab.us 1 .49114.01 i -5L•A,`Pri City of Atlantic Beach APPLICATION NUMBER S�, Building Department (To be assigned by the Building Department.) 800 Seminole Road• F36. -,- Atlantic Beach, Florida 32233-5445 (�p Cw E� - Z Z.Phone(904)247-5826 • Fax(904)247-5845 tif•:%05 19 = E-mail: building-dept@coab.us Date routed: 3 /I S FT City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 535 RTL tOTt e F_vr Department review required Yes No \ Buildin Applicant: N ‘,)( QsT ETanning & Zonis Ro�7Tree Administrator Project: RTS- ublic Works ublic Uti i i Public Safety ire 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: AApproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: 4:::)04.1,/ �/` .-- Date: Y/(,1 TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. I (Denied. Comments: Reviewed by: Date: Revised 05/14/09 S'0J� City of Atlantic Beach APPLICATION NUMBER JS Building Department (To be assigned by the Building Department.) i';` 800 Seminole Road I —C�L�1,_ c6�� si z Atlantic Beach, Florida 32233-5445 Ci J lU Phone(904)247 5826 Fax(904)247-5845 a \<40,310 E-mail: building-dept@coab.us Date routed: I c� I 1 v 0 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: S S MA.(IA` (_ 6)\\)(j . De.a i ment review re,uired Yes No I Buil• •.� Applicant: JY AJ. C0(‘S\ka )6O / 7 4 OLS-SQ ( 1 • -nning &Zonin. Tree_Administrator Project: 11 Q,_; auk * o+�� ' ) U �.Public • ks S- -k bi Public Utilities Public Safet _- Vrair Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date l41 of Permit Verified By i., �� Florida Dept. of Environmental Protection ` Lam_ Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers r^`� Division of Hotels and Restaurants �\ Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS 4 Reviewing Department First Review: ❑Approved. Cr enied. (Circle one.) Comments: few._ 4f4a) BUILDING PLANNING &ZONING Reviewed by:./0 "...../ Lo"'-..e...""--- Date: ;Z/6/t7 TREE ADMIN. Second Review: Approved as revised. ['Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES ' PUBLIC SAFETY Reviewed by: ! / / /...---- --/...---- -- �Date: t /V,7 FIRE SERVICES Third Review: ['Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05/14/09 i ''��ri�� ZONING REVIEW COMMENTS 11 i City of Atlantic Beach ,:,, Community Development Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 .,r . !P' Phone: (904) 247-5826 Fax: (904) 247-5845 Email: dreeves@,coab.us Date: 2/6/17 Permit: 16-CNEW-2862 Applicant: NIX Construction Co Review: 1st Address: 8136 Honeysuckle Ln, Jacksonville, FL 32244 Site Address: 535 Atlantic Blvd Phone: (904)448-7035 RE#: 170684-0000, Email: bdavis@prosserinc.com 170672-0100 Correction Comments 1. Number of Signs Permitted: Section 17-29(a)(2) limits the number of facial signs on a single side of a building to 3 signs. Plans call for 4 separate signs on the south side of the main building. Please revise the plans accordingly. It may be possible to join the "GATE" and "MARKET" signs into a single sign for calculation purposes while maintaining the current design. The space between the words will have to be included in the sign display area. 2. Total Fascia Sign Square Footage: Section 17-29(a)(1)(a) limits the total sign square footage on a building to 200 square feet. The current plan exceeds this. Please revise the plans accordingly. 3. Canopy Signs: Section 17-29(a)(1)(a)defines allowable sign square footage based on the corresponding street frontage. The sign on the western side of the canopy structure over the pumps does not have corresponding street frontage.This prohibits signage on this side of the structure. Please revise the plans accordingly. Derek W. Reeves Planner dreeves@coab.us :,I Z,/6 f , ZONING REVIEW COMMENTS SA • s City of Atlantic Beach Community Development Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5826 Fax: (904) 247-5845 Email: dreeves@coab.us Date: 2/6/17 Permit: 16-CNEW-2862 Applicant: NIX Construction Co Review: 1st Address: 8136 Honeysuckle Ln, Jacksonville, FL 32244 Site Address: 535 Atlantic Blvd Phone: (904) 448-7035 RE#: 170684-0000, Email: bdavis@prosserinc.com 170672-0100 Correction Comments 1. Site Plan Consistency: The site plan used in the electrical plan is an old version. This needs to be updated as this plan calls for the electrical service for the air/vac system to be in the wrong location plus other possible issues. Please revise accordingly. 2. Photometric Plan: The civil and site plan approval under permit #15-CVPR-2411 included a photometric plan. Please revise as necessary due to changes to the site plan and submit it to the City. 3. Recessed Lighting: Section 24-165(d) requires that the source of all exterior lighting not be visible from residential zoning districts. Please provide comments or note the plans confirming that the selected lighting fixtures will not allow the source of light to be visible from the residential zoning district located to the north of the property. Informational Comments 4. Parking Requirement: The Order Confirming Approval of Site Development Plan, 15-CVPR-2411 with Modifications requires that 30 parking spaces be dedicated for use by the tenant of 501 Atlantic Boulevard. It is expected that 30 parking spaces will be maintained for the tenant throughout construction and that construction will be phased accordingly. Derek W. Reeves Planner dreeves@coab.us 61'‘k;\ 0 ,_ . _S, CITY OF.ATLANTIC BEACH r 800 SEMINOLE ROAD i r' ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 4.74 J;319`' TREE PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-TC-173 Job Type: DRTV APPL, COMMERCIAL/INDUSTRIAL Description: For Processing Application Fee Only- Tree Removal Application for Gate Petroleum Estimated Value: Issue Date: 8/29/2016 Expiration Date: 2/25/2017 PROPERTY ADDRESS: Address: 535 ATLANTIC BLVD RE Number: 170684-0000 PROPERTY OWNER: Name: GATE PETROLEUM COMPANY Address: GENERAL CONTRACTOR INFORMATION: Name: REALCO RECYCLING ,CGC055166 Address: 8707 SOMERS RD QA JERRY J DOHERTY Phone: - - PERMIT INFORMATION: FEES: TREE REMVL COMM/IND $250.00 Total Payments: $250.00 I PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ^' TREE REMOVAL PERMIT 1-jt ':--- A iir) City of Atlantic Beach •,;,,, Community DevepmpDepartment 800 Seminole Road AtlanticloBeacent Deh,Florida 3223 3-5445 Pt .1119 Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coab.us Permit: 16-TC-173 Applicant: Realco Recycling Co Address: 8707 Somers Rd,Jacksonville,FL 32226 Site Address: 535 Atlantic Blvd Phone: (904)757-7311 RE#: 170684-0000 Email: jdoherty@realcojax.com TREE REMOVAL CALCULATIONS REMOVED Legacy(non-oak) Legacy(oak) Oaks Palms Others Total Protected Trees Removed: 0 0 10 146 50 206 Mitigation Needed: 0 0 5 73 25 103 Trees Removed: 10"Live Oak,2-10", 15"Maple, 15"Pine, 10-12",2-13"Palms MITIGATION Legacy(non-oak) Legacy(oak) Oaks Palms Others Total Credit for Trees Preserved: 0 0 0 0 0 0 Credit for Trees Relocated: 0 0 0 0 0 0 Credit for Trees Planted: 0 48 0 184 26 258 Total: 0 48 0 184 26 • 258 Trees Preserved: None Trees Relocated: None Trees Planted: 6-4"Live Oaks,3-2"Crape Myrtles,3-4"Cypress,4-2"Elms,23-8"Cabbage Palms* *Planted Legacy Tree species receive DOUBLE credit when replacing non-Legacy Trees.The Legacy Tree list includes Bald Cypress, Southern and Eastern Red Cedars, Winged and Florida Elms, Live and Sand Live Oaks, Hickory, Pecan, Pignut Hickory,Loblolly Bay,Southern and Sweetbay Magnolias,Red and Florida Maples,and Tupelo. ADDITIONAL MITIGATION REQUIRED (Mitigation Needed--Total) Legacy(non-oak) Legacy(oak) Oaks Palms Others Total New Trees Planted: 0 0 0 0 0 0 or Payment Into Tree Fund: $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 or A Combination of the Above Additional Notes: Mitigation is 1 inch preserved or planted for every 2 inches removed.Tree Fund rate is$123.00 per inch. Also removing 4", 5",6"Live Oaks and 9"Palm that are not protected. Status is in accordance with the City of Atlantic Beach code of ordinances in effect at the time of application submittal. APPROVED ya DENIED 0 �y / '--',-.------"--- Derek Derek W.Reeves,TPO ADMINISTRATOR DA E ;: CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS .mi! 800 Seminole Road 904-247-5800 ;..ui.9%- Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Date PERMIT# Job Address 535 Atlantic Boulevard ISSUED BY THE CITY Permitee: Gate Petroleum Company Telephone# (904) 737-7220 Permittee Address: 9540 San Jose Boulevard, Jacksonville, FL 32257 Requesting Permission to Construct: Three (3) Driveways,two (2) stormwater inlets,connect to existing potable and sanitary utilities Location: (Reference to Cross-Street) Sturdivant Avenue and Sylvan Drive 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes (X) No ( ) Date: 11/15/16 Bell South Telephone Company Yes (X) No ( ) Date: 11/15/16 Ferrell Gas Yes (X) No ( ) Date: 11/15/16 Comcast Yes (X) No ( ) Date: 11/1S/16 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of (Contractor's Project Superintendent) located at Telephone#: 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application. 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER �i7�,�� i Signed: ��.a 1 it cYd� Date: /�/,f�.10/C Before me is% l>'1 dey of i✓� r ,in the County of Duval, State Of loric)a,has personally appeared c/,<'c% L./v;k Notary Public at Large,State of Florida,County of Duval. My commission expires: /�Yu-L �'7 ,2C✓7 Personally Known: Produced Identification: olArtre, City of Atlantic Beach APPLICATION NUMBER Js ; *.`a� Building Department (To be assigned by the Building Department.) �s� 800 Seminole Road I (11J tn) e669 _ Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 ;3 0 E-mail: building-dept@coab.us I 3 `� +liw '" Date routed: I c3 ` 0 (1' City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: \ a_0 ��(_ e\\) 6 . Depa4ment review required Yes No n ILilding,Z� Applicant: Io\i. CiN\StaC•t1C>(l � ` � D,SSO nning &ZoninD Tree Administrator Project: 11.k, ClutV 5 ;LLublic i Public Utilitie_§__ S�c�'h�rl Public Safety (fire Services._ Review or Receipt Date Other Agency Review or Permit Required 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 1/4/,i,�cc Reviewing Department First Review: LApproved. 'irA Denied. (Circle one.) Comments: 0 �6-L rn��K T, BUILDING IrCie.e.- 4*-P1/4 `j k—rrk. PLANNING &ZONING Reviewed by: Date: 0 2-(011C1 TREE ADMIN. Second Review: ►:, 'pproved as revised. ['Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: 4 ktck\ck FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05/14/09 I DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING CODE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date:'D.14- 4 c`t Development Size sF Habitable Space 6 4 00 Non-Habitable G—s,s -rto E-44-rr-tv-s Impervious area St ! $ 3 5 Miscellaneous Information Occupancy Group \ Type of Construction 3 . Number of Stories Zoning District C- [ax. Occupancy Load 6 Z. • lire Sprinklers Required 4.0 • ?food Zone r4o (s' ) • ;onditions/Comments: T� ►1.-G CsI�Td-f7 E Lrt 1E-0sV-t 4 G— k. SPr._t.41 'e-' &o.k_S't'-v(-rt0 ek "Uc-C-145 f,S r\J'.l\ rj , CITY OF ATLANTIC BEACH __ J 800 SEMINOLE ROAD j ` ATLANTIC BEACH,FL 32233 .N (904)247-5800 ______7) BUILDING DEPARTMENT REVIEW COMMENTS Date: 02/02/2017 Permit#: 16-CNEW-2862 Applicant: Gate Site Address: 535 Atlantic Address: 9540 San Jose Blvd. Review: 1 Phone: 448-7035 RE#: 170684 0000 Email: bnix@gatepetro.com THIS BUILDING DEPARTMENT REVIEW IS ONE OF 5 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Correction Comments: Application is disapproved for the following issues: 1. Please submit engineering and manufacturers' installation instructions for all delegated engineering, including steel framing systems,fabricated joists and trusses, and exterior wall panel system. Please provide delegated engineering signed off by EOR. 3. Spray foam insulation is indicated on plans. Please specify insulation products and provide the ESRs. Indicate all options on the ESR, including specific products,and ignition and thermal harriers required. 4. Please find the Fire Marshal's comments, attached. INFORMATION ONLY. 1. A third-party,signed/sealed Weld/Bolt Inspection Report will be required as part of framing inspection. 2. Three sets of Pages CS-1&2 are included in one plans set; those pages are missing in two other sets. Dan Arlington,CBO,CFM 904-247-5813 d a rl i ngtonna,coab.us 1 i; 1, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 02/02/2017 Permit#: 16-CNEW-2862 r Applicant: Gate Site Address: 535 Atlantic Address: 9.540 San Jose Blvd. Review: 1 Phone: 448-7035 RE#: 170684 0000 Email: bnix@gatepetro.com THIS BUILDING DEPARTMENT REVIEW IS ONE OF 5 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Correction Comments: Application is disapproved for the following issues: 1. 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R "CS CD » 0 \ ca 7• 0 A 11- tiP ° c k - k=� � � sews' ek = C' n CD Fe. 6,- P s-Z,�r�J• City of Atlantic Beach APPLICATION NUMBER `Js r \ Building Department (To be assigned by the Building Department.) • f 800 Seminole Road Q � Atlantic Beach, Florida 32233-5445 I Cp` C(v E_W - Z �71v C Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: 3 f l s 17 -7 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 535 RT(.uNZI Department review required Yes No Building Applicant: N V x Cçsr I R0,,sanning &Zonin Tree Administrator Project: G RTE- _ ublic Works ublic Uti i i Public Safety ire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept. of Transportation • St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ['Approved. Vf8enied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: APR 1L te017 TREE ADMIN. Second Review: 'Approved as revised. � � � pp [Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. [Denied. Comments: Reviewed by: C.-•-..c... sate: 04•le•Zo t l Revised 05/14/09 ol.w..;yr, City of Atlantic Beach APPLICATION NUMBER d Building Department (To be assigned bythe BuildingDepartment.) -'74.11., 800 Seminole Road n *,A...,__. 1 Atlantic Beach, Florida 32233-5445 I b —040 6(4 c6(0 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: 13- l a 3- 1301(6) City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: J S MA.(1-(1L EA )d. . Depar ment review required Yes No Buil • Applicant: J\J\j. Citi SSA Cu(%bN1 / ��DSSQ_{ nning &Zonin Tree Administrator Project: 11.Q,k-3 CUA"\-D D * ) Q._ S1-1 U,L L Publicks SGt Public Utilities S\-a-1601) Public Safety Fire Services 'Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date \V of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation /i ` � St.Johns River Water Management District _ / d ` Army Corps of Engineers ` Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department 1 First Review: ❑Approved. �Benied. �� (Circle one.) Comments: vz�o7 BUILDING PLANNING &ZONING Reviewed by: —Date: TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 Arlington, Daniel From: Groff, James <JGroff@coj.net> Sent: Monday, January 23, 2017 3:55 PM To: Arlington, Daniel Subject: FW: Plans 16-CNEW-2862 & 16-Cint-2897 Attachments: PLANS REVIEW RETURNED FOR CORRECTIONS 16-CNEW-2862.docx From: Groff, James Sent: Monday, January 23, 2017 9:32 AM To: Arlington, Daniel (darlington@coab.us) Subject: Plans 16-CNEW-2862 & 16-Cint-2897 Both sets of plans in our Office are ready for pickup. Let me know how you want to handle. 16-CNEW-2862 is returned for corrections.See word document attached for review comments. 16-Cint-2897 is approved. Both have CR's attached that need to be paid for plans review and subsequent inspections. eapf, /ameg 0o// CFPE Jacksonville Fire& Rescue Department Office of Fire Plans Review 214 N Hogan Street Jacksonville, FL 32202 (904)—255-8320 Office (904)-718-7452 Cell Email JGroff( coi.net Cl Ja1kiXV httn://www.coi.net/departments/planning-and-development/building-inspection-division.aspx "You're never a great man when you have more mind than heart." PROSSER TM 13901 Sutton Park Drive South,Suite 200 Jacksonville,Florida 32224-0229 p 904.739.3655 f 904.730.3413 t1 . 1-7\ www.prosserinc.com ij March 14, 2017 jfll ; MAR 1 4 2017 +f [11 Mr. Dan Arlington, CBO, CFM 160 _CNE_w - 7_66 Z. City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Re: Gate Automotive Service Station with Minor Automotive Services 535 Atlantic Blvd. Building Permit Application Package-2nd Submittal Mr. Arlington, Please find the attached revised plans for the project above based on your original comments. We believe this is a comprehensive package which incorporates all elements of this project and no other applications are necessary. These elements are: 1. Building 2. Canopy 3. Site and Landscaping 4. Signage 5. Landscaping 6. Stormwater Pond Bulk Head 7. Dumpster Enclosure Attached to transmittal please find: • 5 Sets of Signed and Sealed of Revised Sheets Al-1.3, Al-1.4, E-2 • Specification 07210-Building Insulation • 5 Revised Photometric Plans • 5 Revised Sign Packages • Fire Flow Test Building Department Review Comments 1.Please submit engineering and manufacturers' installation instructions for all delegated engineering, including steel framing systems, fabricated joists and trusses, and exterior wall panel system. Please provide delegated engineering signed off by EOR. Response: Request for these delegated engineering shop drawings to be submitted to the Building Department for review and approval prior to any construction for this project. 2. Spray foam insulation is indicated on plans. Please specify insulation products and provide the ESRs. Indicate all options on the ESR, including specific products, and ignition and thermal Community I Management I Energy I Relationships barriers required. Response: Refer to attached Specification Section — 07210 — BUILDING INSULATION and product information data sheets (also attached). 3. Please find the Fire Marshal's comments, attached Response: Acknowledged. Information Only: 1. A third-party, signed/sealed Weld/Bolt Inspection Report will be required as part of framing inspection. 2. Three sets of Pages CS-1&2 are included in one plans set; those pages are missing in two other sets. Response: Acknowledged. ZONING REVIEW COMMENTS 1.Site Plan Consistency: The site plan used in the electrical plan is an old version. This needs to be updated as this plan calls for the electrical service for the air/vac system to be in the wrong location plus other possible issues. Please revise accordingly. Response: Refer to revised electrical site plan drawing sheet E-2. 2.Photometric Plan: The civil and site plan approval under permit #15-CVPR-2411 included a photometric plan. Please revise as necessary due to changes to the site plan and submit it to the City. Response: Refer to revised photometric plan drawing sheet LO-137079. 3. Recessed Lighting: Section 24-165(d) requires that the source of all exterior lighting not be visible from residential zoning districts. Please provide comments or note the plans confirming that the selected lighting fixtures will not allow the source of light to be visible from the residential zoning district located to the north of the property. Response: On the revised photometric plans, please see Labels B and G which are wall packs and a light pole respectively (see plan and table). For the wall packs located in three places along the rear building elevation, we have specified a fixture in which they refer to as a "wall wash". This directs light directly downward and as can be seen in the attached cut sheet falls off to 0.25 fc at 20' from the wall. Label B are the two light poles located in the islands along Sturdivant Avenue as well as interior to the site. In all cases, the fixture is guarded by a "Light Source Shield" which will prevent the source of light from being seen. We believe with this design, that the plan has complies with this comment and Section PROSSER 24-165(d). Information Only: 4.Parking Requirement: The Order Confirming Approval of Site Development Plan, 15-CVPR- 2411 with Modifications requires that 30 parking spaces be dedicated for use by the tenant of 501 Atlantic Boulevard. It is expected that 30 parking spaces will be maintained for the tenant throughout construction and that construction will be phased accordingly. Response: Acknowledged. FIRE CORRECTIONS 16-CNEW-2862 1. FIRE FLOW: Please Provide Fire Flow Calculations Performed Within The Last Year For the Nearest Fire Hydrant Located Within 500' Of The Most Remote Point Of The Proposed Building In Accordance With NFPA 1, Chapter 18 "Fire Flow Requirements For Buildings" (2012 5th Edition) NFPA 1, 18.4.1.1* The procedure determining fire flow requirements for buildings hereafter constructed or moved shall be in accordance with Section 18.4.NFPA 1, 18.4.5.2 Buildings Other Than One- and Two-Family Dwellings. The minimum fire flow and flow duration for buildings other than one- and two-family dwellings shall be as specified in Table 18.4.5.1.2. Publicly Owned Fire Hydrant Flow Calculations May Be Obtained by contacting the water purveyor for Atlantic Beach. Private Hydrant Calculations May Be Obtained Through The Services Of A Fire Protection Contractor Witnessed By The Local AHJ. Response: Please see the attached Fire Flow tolcrtitd-3—rZ-711)S 2. Motor Fuel Dispensing Island. Provide Life safety plan to include the following: • Provide Fire Code Summary and analysis to include all the following information if applicable: Reference 2014 Florida fire Prevention Code 5th Edition, NFPA 30 2012, & NFPA 30A 2012. • Emergency Electrical Disconnect locations. Must be at least 20' and no further than 30' from the fuel dispensing devices. • Fire Extinguisher locations per NFPA 10. Extinguishers shall be provided according to the Extra (High) hazard requirements for class B hazards, except that maximum travel distance to an 80B: C extinguisher shall be permitted to be (100ft). • Warning signage details and locations incorporating the flowing or equivalent wording: WARNING: It is unlawful and dangerous to dispense gasoline into unapproved containers. * No smoking. * Stop motor. * No filling of portable containers in or on a motor vehicle. * Place container on ground before filling. * Discharge your static electricity before fueling by touching a Metal surface away from nozzle. * Do not re-enter your vehicle while gasoline is pumping. PROSSER * If a fire starts, do not remove nozzle—back away immediately. * Do not allow individuals under licensed age to use the pump. • Operating signage details and locations for unattended self-service motor fuel dispensing Facilities details and locations incorporating the flowing or equivalent wording: Emergency Instructions: In case of fire or spill: (1) Use emergency stop button. (2) Report accident by calling (specify local fire number). Response: Please see attached revised plans. C.-C13Aare ZONING REVIEW COMMENTS City of Atlantic Beach Community Development Department Correction Comments 1. Number of Signs Permitted: Section 17-29(a)(2) limits the number of facial signs on a single side of a building to 3 signs. Plans call for 4 separate signs on the south side of the main building. Please revise the plans accordingly. It may be possible to join the "GATE" and "MARKET" signs into a single sign for calculation purposes while maintaining the current design. The space between the words will have to be included in the sign display area. Response: The "MARKET" has been removed the from the front of the building to meet this requirement, please see attached sign package. 2.Total Fascia Sign Square Footage: Section 17-29(a)(1)(a) limits the total sign square footage on a building to 200 square feet. The current plan exceeds this. Please revise the plans accordingly. Response: The "MARKET" has been removed the from the front of the building to meet this requirement, please see attached sign package. 3.Canopy Signs: Section 17-29(a)(1)(a) defines allowable sign square footage based on the corresponding street frontage. The sign on the western side of the canopy structure over the pumps does not have corresponding street frontage. This prohibits signage on this side of the structure. Please revise the plans accordingly. Response: This sign has been relocated to the south side of the canopy along Atlantic Blvd. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the Public Works Department) 1. Maximum driveway width within the City right-of-way is 20'. East driveway is 22'. Response: Based on previous agreements with the COAB during preliminary site plan PROSSER approval we reduced the driveways along Sturdivant to 20' but the City allowed the driveway along Sylvan Drive to remain 22'. 2. Documentation shows impervious areas are over 70% allowed by City code. Response: Per the executed "Order Confirming Approval of Site Development Plan, 15 CVPR-2411 with Modifications", condition 2.j. allows a maximum of 78% impervious surfaces on site. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) **AII concrete driveway aprons must be 5" thick, 4000psi, with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh area not allowed in the right of way. (Commercial driveways — 6" thick) ** 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 inspection from Public Works for Erosion and Sediment Control Inspection prior to start of construction. ** All runoff must remain on-site during construction. ** If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must be on City approved list(Advanced Disposal, Realco Recycling, Shapell's Inc.). Container cannot be placed on City right-of-way. ** Full right-of-way restoration, including sod, is required. ** Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the plans. ** Strongly suggest thorough documentation of impervious areas be recorded. ** Maximum driveway width within the City right-of-way is 20'. ** Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. Response: Acknowledged. Thank you for this opportunity to provide comments. Please feel free to call me with any questions or concerns you may have at (904) 739-3655. (P-6-7 Sincerely,nJ. Bradfor Davis, PE, LEED AP Principal CC: Mike Junk (Gate) PROSSER pRossER TM 13901 Sutton Park Drive South,Suite 200 Jacksonville,Florida 32224-0229 December 22, 2016 p 904.739.3655 f 904.730.3413 www.prosserinc.com Mr. Rick L. Carper, P.E. City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Re: Gate Automotive Service Station with Minor Automotive Services 535 Atlantic Blvd. Building Permit Application Package Mr. Carper, Please find the attached building permit application package for the project above. We believe this is a comprehensive package which incorporates all elements of this project and no other applications are necessary. These elements are: 1. Building 2. Canopy 3. Site and Landscaping 4. Signage 6. Landscaping O v LS�n 2' 6. Stormwater Pond Bulk Head 7. Dumpster Enclosure Attached to transmittal please find: DEC 2 2 2016 • Two (2) Sets of Signed and Sealed Building Plans (all disciplin 11-4 • Two (2)Sets of Structural Calculations • Two (2)Sets of Signed and Sealed Technical Specifications • Two (2) Construction Management Plan • Sign Package • Owner Affidavit • Building Permit Application • Construction Permit within City Rights of Way and Easements • Mechanical Permit Application • Electrical Permit Application • Plumbing Permit Application • Product Approval Information Sheet Please feel free to call me if you find any item missing or if you have questions at(904) 739-3655. Thank you, J. Bradford Davis, PE, LEED AP Principal Community I Management I Energy I Relationships .. )1111 iiiimminmmil .ir Photometric Toolbox 1 15 . I ' f> I h 4 .•5 r LSI INDUSTRIES, INC Horizontal Footcandles XCHWM3-WW-LED-28-450-CW-UE Scale: 1 Inch — 10 Ft. Light Loss Factor= 0.90 Lumens Per Lamp = N.A. (absolute photometry) Luminaire Lumens = 3719 Mounting Height= 10.00 Ft Maximum Calculated Value = 12.04 Fc Arrangement: Single Photometric Toolbox Professional Edition-Copyright 2002-2015 by Lighting Analysts,Inc. Calculations based on published IES Methods and recommendations. Results derived from content of manufacturers photometric file. .fpy� 4 • r* !j Air -Uj 9i' December 23, 2015 Derek Kelsay Prosser, Inc. 13901 Sutton Park Drive South, Suite 200 Jacksonville, FL 32224 RE: Fire Flow Tests for Gate property on Atlantic Blvd. Dear Mr. Kelsay: The City performed a flow test on the fire hydrant at the corner of Sturdivant Avenue and Sylvan Drive,to the northeast of the Gate property with the following results: Location: Sturdivant Ave. & Sylvan Dr. Test Date/Time: 12/9/15 3:00 PM Static Pressure: 51 psi Residual Pressure: 42 psi Test Flow Rate: 1,090 gpm Estimated Flow @ 20 psi: 2,125.5 Tested by: Chris Walker, Division Director The above estimated flow at 20 psi are based on NFPA section 291, AW WA M-17. Should you need additional information,please call me at (904) 247-5874 or email me at kmoore@coab.us. Sincerely, kya- Kayle Moore, PE Deputy Public Works Director cc: Chris Walker, Division Director Public Works Department 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904) 247-5834 Printing :: CR398234 Page 1 of 1 Duval County, City Of Jacksonville Michael Corrigan ,Tax Collector 231 E.Forsyth Street Jacksonville,FL 32202 General Collection Receipt Account No:CR398234 Date: 1/23/2017 User:Groff,James Email:JGroff@coj.net FIRE MARSHALL FEE FOR SERVICES PROVIDED Name:Nix Construction Address:8136 Honeysuckle Ln.Jax Fl.32257 Description:CR for Atlantic Bch permit 16-CNEW-2862 Gate Gas Station permit for plans review and inspections. TranCode I IndexCode SubObject I GLAcct SubsidNo I UserCode I Project I ProjectDtl I Grant I GrantDtl I DocNo I Amount 701 I FRFPI59F1 I 34222 I I I I I I I ( I 150.00 • Total Due:5150.00 Michael Corrigan ,Tax Collector General Collections Receipt City of Jacksonville,Duval County Account No:CR398234F1RE MARSHALL FEE FOR SERVICES PROVIDED Date: 1/23/2017 Name:Nix Construction Address:8136 Honeysuckle Ln.Jax Fl.32257 Description:CR for Atlantic Bch permit 16-CNEW-2862 Gate Gas Station permit for plans review and inspections. Total Due:$150.00 http://fmanceweb.coj.net/TCCR/printing.aspx?cr=CR398234 1/23/2017 PLANS REVIEW RETURNED FOR CORRECTIONS: Please correct or provide the following information to obtain plans approval. WRITTEN RESPONSE LETTER REQUIRED: When resubmitting corrected sheets, please provide a written narrative letter responding to our comments and directing the plans reviewer to the sheets the changes have taken place. Failure to provide response letter"WILL" result in an immediate return for corrections plans review submission. REVISED SHEETS REQUIREMENTS: Revised sheets should be clouded clearly showing areas were changes or corrections have occurred and re-inserted with the original set of drawings with old sheets removed. Unbound plans will not be reviewed. If this is an electronic submission please make sure that written narrative is submitted under correspondence along with a "complete set" (not just the revised sheets) of electronic documents. 1.) FIRE FLOW: Please Provide Fire Flow Calculations Performed Within The Last Year For the Nearest Fire Hydrant Located Within 500' Of The Most Remote Point Of The Proposed Building In Accordance With NFPA 1, Chapter 18 "Fire Flow Requirements For Buildings" (2012 5th Edition) NFPA 1, 18.4.1.1*The procedure determining fire flow requirements for buildings hereafter constructed or moved shall be in accordance with Section 18.4.NFPA 1, 18.4.5.2 Buildings Other Than One-and Two-Family Dwellings. The minimum fire flow and flow duration for buildings other than one-and two-family dwellings shall be as specified in Table 18.4.5.1.2. Publicly Owned Fire Hydrant Flow Calculations May Be Obtained by contacting the water purveyor for Atlantic Beach. Private Hydrant Calculations May Be Obtained Through The Services Of A Fire Protection Contractor Witnessed By The Local AHJ. 2.) Motor Fuel Dispensing Island. Provide Life safety plan to include the following: • Provide Fire Code Summary and analysis to include all the following information if applicable: Reference 2014 Florida fire Prevention Code 5th Edition, NFPA 30 2012, & NFPA 30A 2012. • Emergency Electrical Disconnect locations. Must be at least 20' and no further than 30' from the fuel dispensing devices. • Fire Extinguisher locations per NFPA 10. Extinguishers shall be provided according to the Extra (High) hazard requirements for class B hazards, except that maximum travel distance to an 80B: C extinguisher shall be permitted to be (100ft). •Warning signage details and locations incorporating the flowing or equivalent wording: WARNING: It is unlawful and dangerous to dispense gasoline into unapproved containers. * No smoking. *Stop motor. * No filling of portable containers in or on a motor vehicle. * Place container on ground before filling. * Discharge your static electricity before fueling by touching a Metal surface away from nozzle. * Do not re-enter your vehicle while gasoline is pumping. * If a fire starts, do not remove nozzle—back away immediately. * Do not allow individuals under licensed age to use the pump. • Operating signage details and locations for unattended self-service motor fuel dispensing Facilities details and locations incorporating the flowing or equivalent wording: Emergency Instructions: In case of fire or spill: (1) Use emergency stop button. (2) Report accident by calling (specify local fire number). Rev15iON fl City of Atlantic BeachAPPLICATION NUMBER ( 9 Y 9 P ) Building Department To be assi ned b the Buildin De artment.800 Seminole Road Q Atlantic Beach, Florida 32233-5445 I Co` C w CIO - Z SC7 Z Phone(904)247-5826 • Fax(904)24 45MAR 15 2017 `7 r!�a19• E-mail: building-dept@coab.us Date routed: 3 1 S ( / City web-site: http://www.coab.us BY: APPLICATION REVIEW AND TRACKING FORM Property Address: 533 R rL Tt Q.. IiL.vC) Department review required Yes No `\ t _ Building Applicant: N \x Colos-r- I Ross& Planning &Zonin Tree Administrator Project: 0 RTE.— _ ublic Works Public Uti i i P bfic Safety ire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified Bim___ Florida Dept. of Environmental Protection Florida Dept.of Transportation • St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants , Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [pproved. ❑Denied. ! / -c/ (Circle one.) Comments: '1' .4 45*eid al/Wel BUILDING f PLANNING & ZONING Reviewed by: Date: ( ( /0fl7 TREE ADMIN. Second Review: ❑Approved as revised. ❑De led. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 I i Cde ji-64-6,1 I 6 -(NEti-01(Pb,Z , --Milk 1,04-- i a i 4 ,.. ,,6 t. = tiOraao_ _ L4) f lit2g_ Gvii. gz,t/ fcf 6 ,Isk/ iZ,i— --f. r _ 1 t42(6%r 7' f 5c IL ; t_ ____ :- /cif . 1,k ,,i-- = • 0 2e 4 • 7epseLz -;,z he om t /2b taliozi : gozyo , -..az z ix /, i L •.2y2� lig,sacs-:-.,z--- z • /ffr gfix /0 - - t 2.3;0 /97/d iiz_if : iyy ,. 9/ , 7,tv, t Iihr 1 Yol , ..tv Rzo $ no _z,x/a : zee J'al:/l goxle - v . 'filo pll x02( - ' WI 73 mf .14. o if X/T 0, 3e ,4,,q fof -- 31V rX/ff :, -___Itar P errs 2-3-- L' g-040--- - /11 k'/P : 02106. 2 " 4ii 'oke c31-( • ._421/4r,ar ‘cd, 3 ?/,'Kikr li ..z7o f yal__ a WY/2- iH: o __Z42,-..r, r�r�J1/fir r S sf) Comp. By: SRW Date: 3/31/2017 Public Works Department City of Atlantic Beach Permit No: 15-CVPR-2411 Address: 535 Atlantic Blvd. Revised 3-31-17 Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C = Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 79,908 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" Impervious 57,183 79,908 1.00 0.72 Pervious 22,725 79,908 0.20 0.06 Runoff Coefficient(C)= 0.77 Runoff Volume V= 0.77 x 79,908 x 9.3 / 12 V= 47,839 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 79,908 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" Wtd "C" Impervious 51,258 79,908 1.00 0.64 %ISA = 64.1% Pervious 28,650 79,908 0.20 0.07 Runoff Coefficient(C)= 0.71 Runoff Volume V= 0.71 x 79,908 x 9.3 I 12 V= 44,166 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 44,166 47,839 DV= -3,674 ft3 I Retention Atlantic Blvd.535 COPY 3/31/2017 0 t- .., %% Comp. By: SRW r `"�s, Date: 3/31/2017 5577% z ---,tit 9, Public Works Department City of Atlantic Beach Permit No: 15-CVPR-2411 Address: 535 Atlantic Blvd. Revised 3-31-17 Provided Storage: Elevation Area Storage (ft) (ft) (ft3) 4.0 524 0 BOTTOM 77.5 X 5 +21 X 3 Div 2 7.0 5,237 8,642 TOB 115 X 42.5+50 X 14DIV 2 Elevation Area Storage (ft) (ft) (ft3) 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft) (ft3) 0 BOTTOM 0 TOB Inground storage=A*d*pf A=Area= 5237.0 d= depth to ESHVVT= 1.0 pf= pore factor= 0.3 Inground Storage= 1571.1 ft3 Required Treatment Volume= -3,674 ft3 Supplied Treatment Volume= 10,213 ft3 Retention Atlantic Blvd.535 COPY 3/31/2017 away- City of Atlantic Beach APPLICATION NUMBER j`'�A- �� Building Department (To be assigned by the Building Department.) r A !• 800 Seminole Road JAN 0 6 Z01� 1 b -C)b�` `6(D3, b,_,_ Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 I^ On �• E-mail: building-dept@coab.us Date routed: I `� ` �c' City web-site: http:llwww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: J S- AAA 0,_11 E�L rj\\)(.i . De•a i ment review required Yes No -- 11 Buil•••• Applicant: N)A C>t‘S\ku(', . )Df\ / r n{DQ 1/ d -rifling &Zonin• Tree Administrator Project: 11.Q, ) G1 t.1�-C I�l�*\ Q 5 U,L-L _ 41 Public • ks S-\-a-\- 01( / Public Utilities P b.c :af-t Review fee $ Dept Signature 6,2e) Other Agency Review or Permit Required Review or Receipt Date ( of Permit Verified By V� Florida Dept.of Environmental Protection Vic,Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers //‘ j \\:1 Division of Hotels and Restaurants \\� Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. (Circle one.) Comments: BUILDING / / PLANNING &ZONING Reviewed by:J Date:2'/✓(7 TREE ADMIN. Second Review: ['Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: /1tVETAt/ Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 N I t r,,y.fir CITY OF ATLANTIC BEACH is DEPARTMENT OF PUBLIC WORKS J. t)••.? 1200 Sandpiper Lane A� sA f Atlantic Beach,FL 32233-4318 J ,n c) TELEPHONE:(904)247-5834 eipp „r FAX:(904)247-5843 www.coab.us Dia '-)� CONTRACTOR: DATE: 2-1-17 Prosser PERMIT# 16-CNEW-2862 13901 Sutton Park Drive South, Suite 200 ADDRESS: 535 Atlantic Blvd. Jacksonville,FL 32224 Atlantic Beach, FL 32233 Email: bdavis@prosserinc.com PERMIT APPLICATION FOR NEW AUTOMOTIVE SERVICE STATION Your permit application has been denied by the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order that we may approve your application. If you have any questions,please contact Scott Williams,Deputy Public Works Director at 904-247-5834 or email swilliams@coab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the Public Works Department) ** Maximum driveway width within the City right-of-way is 20'. East driveway is 22'. ** Documentation shows impervious areas are over the 70%allowed by City code. PUBLIC WORKS CONDITIONS OF APPROVAL: i (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 area not allowed in the right-of-way. (Commercial driveways-6"thick). ** 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 inspection from Public Works for Erosion and Sediment Control Inspection prior to start of construction. ** All runoff must remain on-site during construction. ** If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. ** Roll off container company must be on City approved list(Advanced Disposal, Realco Recycling,Shapell's Inc.). Container cannot be placed on City right-of-way. ** Full right-of-way restoration, including sod, is required. ** Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on the plans. ** Strongly suggest thorough documentation of impervious areas be recorded. ** Maximum driveway width within the City right-of-way is 20'. ** Must provide a topographic(TOPO) survey with water retention for final C.O. Inspection. cc: Toni Gindlesperger, Building Department Jennifer Johnston,Building Department Perrone, Jennifer To: bdavis@prosserinc.com Cc: Williams, Scott; Gindlesperger,Toni; Johnston, Jennifer Subject: Plan Review Comments for 535 Atlantic Blvd. Attachments: Plan Review Comments 16-CNEW-2862.pdf Permit application #16-CNEW-2862 for 535 Atlantic Blvd. is currently denied by Public Works. Attached are the Plan Review comments. Please submit the required information at your earliest convenience in order that we can process approval for our Department. If you have any questions, please contact Scott Williams, Deputy Public Works Director at 904-247-5834 or email swilliams@coab.com. Thank you, Jennifer Perrone Administrative Assistant City of Atlantic Beach Public Works (904) 247-5834 inerroneCa coab.us 1 J.Bradford Davis,PE,LEED AP Community- Principal Energy Management . Relationships 13901 Sutton Park Drive South,Suite 200 Jacksonville,Florida 32224 p 904.739.3655 ext.134 c 904.219.2617 bdavis@prosserinc.com PROSSER www.prosserinc.com owv.J City of Atlantic Beach APPLICATION NUMBER P. Js �+ rfa Building Department r: (To be assigned by the Building Department.) 800 Seminole Road t —C�L� c/^ A �s� Atlantic Beach, Florida 32233-5445 f' � v�— 6to a Phone(904) (904)247-5826 • Fax247-5845 R DEC ) ;4-10;00 v E-mail: bui din de t coab.us , z'��S Date routed: 13 I a a 13(J I(C City web-site: http://www.coab.us BY:_ APPLICATION REVIEW AND TRACKING FORM Property Address: J S )60A .k\• L e\v l r . De•aanent review required Yes No • Buil• •_ Applicant: 07)1\ CAMS\(QLbN) T J DSSQ 1 1'-nning &Zonin• == Tree Administrator Project: 11 t—) Nu -DM/* Q SJJ�L.L 1 \ Public . ks == S\-0k-k\ 41 Public Utilities Public SafetresTaRms _- Review fee $ Dept Signature • Ast Cn L Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b Date: / 3.17 TREE ADMIN. Second Review: ❑Approved as revised. ['Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05/14/09 Jr/t, 4,elt- f December 23, 2015 Derek Kelsay Prosser, Inc. 13901 Sutton Park Drive South, Suite 200 Jacksonville, FL 32224 RE: Fire Flow Tests for Gate property on Atlantic Blvd. Dear Mr. Kelsay: The City performed a flow test on the fire hydrant at the corner of Sturdivant Avenue and Sylvan Drive, to the northeast of the Gate property with the following results: Location: Sturdivant Ave. & Sylvan Dr. Test Date/Time: 12/9/15 3:00 PM Static Pressure: 51 psi Residual Pressure: 42 psi Test Flow Rate: 1,090 gpm Estimated Flow @ 20 psi: 2,125.5 Tested by: Chris Walker, Division Director The above estimated flow at 20 psi are based on NFPA section 291, AWWA M-17. Should you need additional information, please call me at(904) 247-5874 or email me at kmoore@coab.us. Sincerely, kya Kayle Moore, PE Deputy Public Works Director cc: Chris Walker, Division Director Public Works Department 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904) 247-5834 Photometric Toolbox 5 • I D I I 4 .•5 0 LSI INDUSTRIES, INC Horizontal Footcandles XCHWM3-WW-LED-28-450-CW-UE Scale: 1 Inch = 10 Ft. Light Loss Factor=0.90 Lumens Per Lamp= N.A. (absolute photometry) Luminaire Lumens=3719 Mounting Height= 10.00 Ft Maximum Calculated Value= 12.04 Fc Arrangement: Single Photometric Toolbox Professional Edition-Copyright 2002-2015 by Lighting Analysts,Inc. Calculations based on published IES Methods and recommendations. Results derived from content of manufacturers photometric file. gEIio rs1,�w City of Atlantic Beach ECE fV APPLICATION NUMBER RRBuilding Department (To be assigned by the Building Department.) 800 Seminole Road u ,- Atlantic Beach, Florida 32233 54 MAR 1 2017 I&'' Civ EW - z \ Phone(904)247-5826 • Fax(9 47-5845 -'!olocyr- E-mail: building-dept@coab.us -- Date routed: 3 /15 /(7. City web-site: http://www.coab.us _______'-- APPLICATION REVIEW AND TRACKING FORM Property Address: 535 RTLAtoTt Q 1? LVr Department review required Yes No N Buildin Applicant: �� CobP s - E nnin &pp Tree Administrator Project: G RTE- ��'ublic Wor_ks /'public Uti i t ( Pub is afety ire Services Review fee $ (y 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: APPLI CATION STATUS Reviewing Department First Review: nApproved. ❑Denied. (Circle one.) Comments: CLUj) ° ISlo, BUILDING PLANNING &ZONING - '3t6 ----- /22- 1 7 Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. Denied. ir B IC WOR Comments: BLIC UTILITIES -0 -(7 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 as ii irCity of Atlantic Beach APPLICATION NUMBER � Building Department (To be assigned by the Building Department.) . ,(� '�••� 800 Seminole Road A,L . "yr Atlantic Beach, Florida 32233-5445 JAN 0 6 201? I 2 CJS' 6(4 6� �`�`- Phone(904)247-5826 • Fax(904)247-5845 P/o 0 E-mail: building-dept@coab.us Date routed: I 3- 13 3- 13 0 I(,C City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: J 3 S Ake, \U(Q . Depa4ment review required Yes No Buitdin� Applicant: ' C_Oi\S\kl.l(.k i\ Q-f nning &Zonin Tree Administrator Project: 11.Q,t.: (AAA-D tv)0- k) �1��-Q- ublic ks Public Utilities Public Safety it e6ic tg9 Review fee$ 75` Dept Signature K .;D Review or Receipt r(/ Other Agency Review or Permit Required Date of Permit Verified By �� J Florida Dept. of Environmental Protection c ).__)c7/ e Florida Dept.of Transportation GJ St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco \O\ Other: APPLI ATION STATUS Reviewing Department First Review: Approved. HDenied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by:_J2_47(-`✓ ��r�✓'"'_ Date: 00 7 TREE ADMIN. Second Review: ['Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: /IRVSVIlE/5// Third Review: ❑Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05/14/09 Ji 'I,- . ,.+ A CITY OF ATLANTIC BEACH PUBLIC UTILITIES y �`' 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 ' --...7-031311.) . (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: /0 –/V--/5— Project Address: j3,5--- ,T14vT/C it/0 No. of Units: Commercial VResidential Multi-Family New Water Tap(s)& Meter(s) Meter Size(s) 2 " New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaimed Water Meter Size New Connection to City Sewer Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY At Application# IS- CU PR - 2-01 f ) 6 -G,, t„) - 2_U 1-- Water Water System Development Charge $ Sewer System Development Charge $ Water Meter Only $ Reclaimed Meter Only $ Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ 5;0, OQ Other $ TOTAL $ 50. CO I i APPROVED: Kayle Moore,PE (Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED I .- 1>' wig Nor- mip uAiDiA /5— PUBLIC UTILITIES PLAN REVIEW COMMENTS / > Date: 5 s---/-- / � Application#/,U/ �/V"" tI Project Address: (�� l/v( • Check Box Check Application Tracking Comments to Add Box to Comment "Print" Avoid damage to underground water and sewer utilities. Verify vertical and UWSU horizontal location of utilities. Hand dig if necessary. If field coordination is needed, 0 0 call 247-5834. MBSC Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. !d A sewer cleanout must be installed at the property line. Cleanout must be covered RT1C with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. CJ A reduced pressure zone backflow preventer must be installed if irrigation will be RPZB provided or if there is a private well on the property. Backflow preventer must be 0 0 tested by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change, any fire line installed STRM must be metered with a Sensus touch-read meter in a properly sized vault and an appropriate backflow preventer installed. Backflow preventer must be tested by a ❑ 0 certified tester and a copy of the results sent to Public Utilities. If fire sprinkler system is provided, contact Malcolm Clemons at 247-5834 for FSBR backflow requirements. At a minimum, will require a double check backflow 0 0 preventer. Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2" FLM must be installed in a vault as noted in JEA specifications. 0 0 UMAP See attached Utility Map. 0 0 ❑ 0 ❑ 0 ❑ 0 ❑ 0 ❑ 0 ❑ 0 December 23,2015 Derek Kelsay Prosser, Inc. 13901 Sutton Park Drive South, Suite 200 Jacksonville, FL 32224 RE: Fire Flow Tests for Gate property on Atlantic Blvd. Dear Mr. Kelsay: The City performed a flow test on the fire hydrant at the corner of Sturdivant Avenue and Sylvan Drive, to the northeast of the Gate property with the following results: Location: Sturdivant Ave. & Sylvan Dr. Test Date/Time: 12/9/15 3:00 PM Static Pressure: 51 psi Residual Pressure: 42 psi Test Flow Rate: 1,090 gpm Estimated Flow @ 20 psi: 2,125.5 Tested by: Chris Walker, Division Director The above estimated flow at 20 psi are based on NFPA section 291, AWWA M-17. Should you need additional information,please call me at (904) 247-5874 or email me at kmoore@coab.us. Sincerely, V Kayle Moore, PE Deputy Public Works Director cc: Chris Walker, Division Director Public Works Department 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904) 247-5834 ..A10:20,0 Photometric Toolbox 5 • 4 .•5 LSI INDUSTRIES, INC Horizontal Footcandles XCHWM3-WW-LED-28-450-CW-UE Scale: 1 Inch = 10 Ft. Light Loss Factor= 0.90 Lumens Per Lamp = N.A. (absolute photometry) Luminaire Lumens= 3719 Mounting Height= 10.00 Ft Maximum Calculated Value = 12.04 Fc Arrangement: Single Photometric Toolbox Professional Edition-Copyright 2002-2015 by Lighting Analysts,Inc. Calculations based on published IES Methods and recommendations. Results derived from content of manufacturers photometric file. • Gate Petroleum A.B. Atlantic Boulevard Atlantic Beach, Florida SECTION 07210 - BUILDING INSULATION PART 1 -GENERAL 1.1 DESCRIPTION A. Section includes installation of thermal building insulation. 1.2 SUBMITTALS A. Submit Product Data for each type of insulation product specified. PART 2 - PRODUCTS 2.1 INSULATION A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Thermal Glass-Fiber Batt Insulation: a. CertainTeed Corporation. b. Johns Manville Corporation. c. Owens Corning. B. Mineral-Fiber-Blanket Insulation: ASTM C 665, Type I, unfaced with fibers manufactured from glass, slag wool, or rock wool with R-Values indicated: 1. Wall Insulation: R-Value of 24. 2. Ceiling Insulation: R-Value of 30 C. Open-Cell Spray Polyurethane Foam: Spray-applied polyurethane foam using water as a blowing agent. Minimum density of 0.4 lb/cu. ft. and minimum aged R-value at 1-inch thickness of 3.4 deg F x h x sq. ft./Btu at 75 deg F. 1. Surface-Burning Characteristics: Comply with ASTM E 84; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. a. Flame-Spread Index: 25 or less. b. Smoke-Developed Index:450 or less. 2. Fire Propagation Characteristics: Passes NFPA 285 testing as part of an approved assembly. 3. Intumescent Coating Ignition Barrier: Provide the following: a. Icynene- DC315. b. International Fireproof Technology, Inc.—DC315 c. Or Approved Equal. BUILDING INSULATION 07210- 1 Gate Petroleum A.B. Atlantic Boulevard Atlantic Beach, Florida PART 3 - EXECUTION 3.1 INSTALLATION A. Install blanket insulation in areas and in thicknesses where indicated on drawings. Cut and fit tightly around obstructions and fill voids with insulation. B. Spray insulation to envelop entire area to be insulated and fill voids. C. Apply spray foam insulation in multiple passes to not exceed maximum thicknesses recommended by manufacturer. Do not spray into rising foam. END OF SECTION 072100 BUILDING INSULATION 07210-2 : `; SES Foam LLC SucrasealTM 1111 SucrasealTM DIVISION 7:Thermal&Moisture Protection Patent Pending Thermal Barriers: Product Description: SucrasealT' spray foam must be separated from the SucrasealTM spray foam insulation is a spray-applied,two interior of the building(occupied space) by an approved component, open cell polyurethane foam insulation 15 minute thermal barrier such as %" inch gypsum system. The product is formed by the reaction of board or other equivalent material. Exceptions for the patent pending resin blend and polymeric methylene thermal barrier are allowed; for example, foam plastic diphenyl diisocyanate. The resin blend is comprised of in attics and crawlspaces with limited access. Consult Polyols, additives,fire retardants and blowing agents. local building codes for requirements and restrictions. The spray applied nature of SucrasealTM spray foam International Code Council AC377—Appendix X: allows the material to flow into voids and seal cracks, Demand an insulation product that has passed ICC-ES expanding to form a seamless thermal envelope. Acceptance Criteria 377 (Spray foam insulation), Additional characteristics include high yield, high R- Appendix X. The ICC developed a sound, vetted and value (resistance to heat flow), high renewable content justified protocol for life safety when utilizing foam and excellent fire resistance. SucrasealTM is available in plastics in attics and crawlspaces. Spray polyurethane two densities. foam is a cellular plastic and will burn and flash-over (like wood) in some fire situations. You should insist on Product Uses: a spray foam that has passed Appendix X. Whether the Walls Attics Ceilings foam is covered or uncovered, Appendix X is the Crawlspaces* Ducts benchmark for life safety. SucrasealTM meets the Interior Applications requirements of Appendix X without a costly, *Ventilated in low humidity environments burdensome additional ignition barrier or coating. ASTM E-84: Chemical Attributes: SucrasealTM spray foam is an ASTM E-84 (NFPA 255, Component Viscosity(25°C) Density UL723)class 1 (class A) spray foam insulation. Isocyante 200 cps 10.3 Ibs/gal Flame Spread Index<25 Resin 600 cps 10.3 Ibs/gal Smoke Developed Index<450 Thickness 4 inches Storage&Shelf Life: These numerical flame spread values are not a true SucrasealTM spray foam components have an optimal reflection on how this or any material will perform in shelf life of 6 months when stored in unopened actual fire conditions. containers at temperature between 50 — 70°F. Excessively high temperatures may reduce optimal shelf life. Store material at 60 — 70°F for 48 hours prior to application. SES Foam LLC CI El Louetta Road#538 CERTIFlED (CC •• Spring,Texas 77388 S , JUCraSeal_ BIOBASED T: +832-767-5013 PRODUCT ENERGY STAR I 4 F: +832-767-5013 Green Sp Foam hnuWbon PARTNER ❑ . 7• www.sesfoam.com 4 r....__ ,,; ' SES Foam LLC • Sucrasearm al II I dt 1 NI la 11111 Key Attributes: Property Test Method 1/2 lb 1 lb Apparent Density ASTM D-1622 0.5 lbs/ft3(nominal) 1 lbs/ft3(nominal) R-value(aged) ASTM C-518(75°F mean) 3.7 R/in * 3.7 R/in* Compressive Strength ASTM D-1621 <5 lbs/in2 <5 lbs/in2 Closed Cell Content ASTM D-6226 <90%(vol.) <90%(vol.) Fungi Resistance ASTM G-21 Zero rating Zero rating Air Permeance ASTM E-283 <0.02 L/s-m2 <0.02 L/s-m2 Renewable Content ASTM D-6866 17% 25% Dimensional Stability,-40°F ASTM D-2126 <5%Change <5%Change Dimensional Stability,+200°F ASTM D-2126 <5%Change <5%Change Dimensional Stability,+158°F&100%RH ASTM D-2126 <5%Change <5%Change *Calculated from 4-inch thick sample Environmental Considerations: For best results, SucrasealTM should be applied when strongly recommended that test sprays be conducted ambient conditions are between 40°F and 120°F with before installation for use in extreme temperatures. relative humidity less than 80%. When ambient conditions are below 40°F it is necessary to warm and Mixing and Heating: dry the building or substrates. It is critical to mix the SucrasealTM resin component very thoroughly before and during application. Graco helical Substrate Preparation: screw type mixers are the minimum recommended All surfaces must be clean and dry, free of dirt, oil, type. The isocyanate and resin components should be solvents, grease and loose particles for optimal heated to 105°F before application. For specific adhesion. Sucraseal'°° spray foam bonds tenaciously to recommendations, please contact SES Foam LLC. most clean substrates. Moisture content of wood products should be < 18% and concrete must age at Material Change-over: least 28 days before application of SucrasealTM spray When changing spray foam systems it is necessary to foam can occur. Consult SES Foam for specific flush water through the resin transfer pump, hose and recommendations on primers or substrates. proportioner. NEVER flush water through the isocyanate assembly. Incompatibility issues may ensue Service Temperature: if proper flushing is not done. General guidelines are SucrasealTM spray foam insulation is designed to be used for 1 gallon per 50 ft of hose length. in ambient temperatures from-40°F and 200°F. It is 0 — SES Foam LLC I�� ^ 4008 Louetta Road#538 USDA 1 CDCERTIFIED („.....---....\\ •• In. Spring,Texas 77388 SuriraSeal BIOBASED �� Y�IN '7�{l T: +713239-0252 PRODUCT ENERGY STAR G F: +832-767-5013 „, Green •a Foam Irisu!auon j _ PARTNER Elf 7. www.sesfoam.com -04 2::"N SES Foam LLC « ( [I I X11 A. R I III 17 SucraseaIT"" /Flit �� ,r. iff DO NOT MIX OTHER MANUFACTURERS RESIN OR Safety and Handling Information: ISOCYANATE COMPONENTS WITH SUCRASEAL — It is critical to read and become familiar with the SIGNIFICANT PROCESSING ISSUES MAY OCCUR. Material Safety Datasheets prior to working with SucrasealTM spray foam liquid components. During Processing Parameters: application respiratory protection is required for the SucrasealTM spray foam is designed to be applied by applicator and bystanders or helpers. For more trained contractors using high pressure, plural information consult Material Safety datasheets, component spray proportioners. The spray www.sesfoam.com, or www.spraypolvurethane.org proportioner must be able to maintain the designed temperature and pressure for SucrasealTM spray foam products: A/B/Hose Temperature 120- 140°F A/B Dynamic Pressure 1000- 1500 lbs/int Optimal spray settings will vary with proportioner, hose dimensions, gun configuration and ambient conditions. It is critical for sprayers to understand the limitations associated with their equipment. Pass thickness: SucrasealTM' spray foam should be applied at a minimum thickness of 2 inches and a maximum thickness of 6 inches. If greater than 6 inch thickness is desired, sprayers should wait a minimum of 10 minutes between passes. Disclaimer: The descriptions,data,designs and information contained herein are presented in good faith and believed to be accurate. This information is provided for guidance ONLY. Many factors will affect the processing or application of SES Foam LLC products,it is necessary that you make tests to determine ultimate suitability for SES Foam LLC products for your particular application. No warranties of any kind, either expressed or implied, including warranties of merchantability or fitness for a particular purpose,are made regarding products described, data or designs presented. In no case shall the descriptions, information, data or designs provided be considered a part of our terms and conditions of sale. All information and technical assistance is given without warranty or guarantee and is subject to change without notice. You expressly agree to release SES Foam LLC from all liability in tort or contract based on the technical information provided. All such information is accepted at your own risk. SES Foam LLC irliP4 _ � �• � 4008 Louetta Road#538Spring,Texas 77388 ICC RMFIED BIOBASED �' '0 ��I Pg � T: +713- 0252 SUCt`aSear PRODUCT ENERGY STAR � O PARTNER ❑■ • .�, F: +832-767-5013 • www.sesfoam.com SES FOAM, LLC 4008 Louetta Rd#538 Spring,TX 77388 0 Tel:832-623-6369 0 Fax:832-767-5013 LIMITED LIFETIME WARRANTY Building Owner: Warranty No: Residence: Installed by: Date of Competition: *Note:Areas in gray to be completed by Building Owner or Contractor WARRANTY SES FOAM, LLC. (SES Foam) warrants that Sucraseal'' or SES 2.0 lb spray applied polyurethane foam, when applied in accordance with product installation instructions,will not peel or crack during the lifetime of the building. See technical datasheets and material safety datasheets. SES Foam LLC warrants that the foam will perform as specified in the product literature. This Limited Warranty is 1 in effect for the life of the building, provided the original purchaser registers the Warranty Registration Form with the SES Foam Warranty Department within 30 days of occupancy otherwise the Warranty becomes invalid. SES FOAM sole responsibility under this Warranty shall be to repair or replace the defective Product at the cost of the material only, subject to inspection of property. SES FOAM obligations are limited as set forth below. Restrictions: SES Foam shall not be responsible for labor costs or any other costs whatsoever in connection with the removal or installation of either the original or replacement insulation.SES Foam shall have no liability under the Lifetime Limited Warranty for defects or failure caused by improper storage,or an installation not in strict adherence with SES FOAM written instructions, or any damage due to fire, storms, other Acts of God, abuse, neglect, or accident, or defects, failure, or damage caused by materials adjacent to the Product, or damage caused by alteration following completion of the installation of the Product. Statements about the performance qualities of the Product made by SES Foam Licensed Dealers or contained in advertising literature do not constitute an express warranty. Disclaimer: The warranty is made in lieu of all other warranties,whether written or oral,whether arising under statute,or in tort,or by implication of law or otherwise. All implied warranties, including warranties of merchantability and fitness for a particular purpose, are limited in duration to the length of this warranty. SES Foam shall not be liable for any incidental or consequential damages arising from a breach of any express or implied warranty or for the cost of removing, installing,or reinstating any repair of replacement. There are no other warranties or guarantees which extend beyond the description set forth in this warranty. Certain local jurisdictions may not allow limitations on how long an implied warranty survives or the exclusion or limitation of incidental or consequential damages and, accordingly, the above limitations or exclusions may not be applicable. This Lifetime Limited Warranty provides specific legal rights which may vary from local jurisdiction to jurisdiction. To make a claim under this Lifetime Limited Warranty,the customer must notify SES FOAM in writing within 10 days of discovery of alleged defect and must submit with this notice,name and address of SES FOAM Licensed Dealer,proof of the date of purchase and the date,property location and description of the circumstances under which the defect occurred or was first noticed.Notice shall be given in writing to the SES Warranty Department. Typical Foam Characteristics: SucrasealTM SES 2.0 lb Foam Appearance White White Nominal Density 0.5 lbs/ft3 2.0 lb/ft' R-value 3.7 R/in 6.7/in SES Foam Signature: Title: Date: Page 1 of 2 Nov 2014 � rJ HOW TO REDEEM THIS WARRANTY • The building owner to fill out the areas in gray on the front of this form. • The building owner must submit all forms to SES Warranty Department: SES Foam LLC ATTN: PRODUCT WARRANTIES 4008 Louetta Rd #538 Spring, TX 77388 Tel: 832-623-6369 Fax: 832-767-5013 • All forms must be received for execution of warranty. • All forms must be postdated within 30 days of home occupancy. • SES will send a fully executed warranty to the building owner within 30-60 days. • Restrictions apply, please refer to front of the form. • How To Make A Claim: To make a claim under this Lifetime Limited Warranty, the customer must notify SES FOAM in writing within 10 days of discovery of alleged defect and must submit with this notice, name and address of SES FOAM Licensed Dealer, proof of the date of purchase and the date, property location and description of the circumstances under which the defect occurred or was first noticed. Notice shall be given in writing to the SES Warranty Department. Page 2 of 2 L �j International Fireproof Technology, Inc. Paint To Protect (, • „:, 17528 Von Karman Ave.Irvine,CA 92614 949-975-8588 ICC ICC-ES ESR-3702 Verifies that DC315 Meets Code Requirements Click here to view Report AC 456 CCRR Compliant Report (Click here for report) DC If a coating has not passed a full scale test on a manufacturer's foam it 315 applied over Spray Polyurethane Foam (SPF), is cannot be used on that foam;there are no exceptions in the IBC Codel an Alternative Barrier System in "Section 2603.9 Building Code Fire Performance Requirements for SPF: Special Approval" as a thermal barrier. To be approved as an Alternative Barrier System, DC 315 is applied The International Building Code (IBC) mandates that SPF be separated po�tt9 over a manufacturer's SPF and tested to the criteria of an from the interior of the building by a 15 minute thermal barrier,or other NFPA 286, UL 1715, UL 1040, or FM 4880 for duration of 15 approved covering. DC 315 passed certified NFPA 286 and UL 1715 test minutes by an accredited fire testing facility. Products over a variety of open and closed cell spray applied urethane foams that that pass an ignition barrier tested under were conducted by ISA certified testing facilities. All tests performed comply with the requirements of 2006 IBC Section 803.2.1 & 2009 IBC AC 377 Appendix X are not appropriate alternative thermal barriers and Section 803.1.2,and Section 2603.9;2012 IBC Section 803.1.2 and Section cannot be used. Depending on your particular application, either ignition 2603.10 under "Special Approvals for Thermal Barriers over Foam or thermal barriers are required by the International Building Code (IBC). Plastics". DC315 is WHI marked and certified via 3rd party inspection for Properties Value quality assurance and consistency. Finish Flat Alternative 15 min Thermal Barrier Assemblies(e.g.Exposed SPF or SPF with a Thermal Barrier Protective Covering) Color Ice Grey The assembly must remain in place for 15 minutes during specified large- V.O.C. 47g/L scale fire tests,such as NFPA 286,UL 1715,UL 1040,or FM 4880. Solids By Volume 67% Alternative Ignition Barrier Assemblies DC 315 meets the requirements for ignition barrier per AC 377,Appendix X SpecificGravity 1.30+/-0.05 g/cc Application Equipment Drying Time @77°F & S0% R.H.—To touch 1—2 hours, to DC 315 can be applied by brush,roller or airless sprayer. recoat if required 2 to 4 hours For maximum yield and coverage spray application is recommended. Flash Point None Sprayers: Reducing or Cleaning Water Pump: (Graco)UltraMax 695 or equivalent PSI: 3000 Shelf Life 1 year from date of manufacture in unopened containers and stored at 1 0'C to 2TC(50°F to GPM: 1.00 80°F) Tip: 517-521 or equivalent. 5 Gal.Container Weight 58 lbs. Filter: 30 mesh, removal of filter is recommend from gun and machine Advantages of Using DC315 SPF Hose: 3/8"diameter airless spray line for the first 100'from pump and''A"x 3'whip • DC 315 is the only 3`d party inspected fire protective coating for SPF Pump: (Graco)TexSpray Mark 5 or equivalent • Marked and Listed by Warnock Hersey Intertek W/N 20947 PSI: 3300 • Single coat coverage reducing labor and material costs equaling GPM: 1.35 higher profits • Industry leading spread rate Tip: 517-523 or equivalent. • Passed CAL 1350-safe for use in schools and high occupancy Filter: 30 mesh,removal of filter is recommend from gun and buildings machine • Passed strict EPA V.O.C.and AQMD air emission requirements(for Hose: 3/8"diameter airless spray line for the first 100'from pump all 50 states) and Xi"x 3'whip • Approved for Incidental Food Contact complies with NSF/ANSI-51 requirements of USDA Pump: (Graco)GMAX 7900 or equivalent • Easily applied with a sprayer,roller,or brush with no complicated PSI: 3300 mixing GPM: 2.2 • 1 year shelf life Tip: 517-529 or equivalent. • Fast and easy clean-up,with no waste and fast turnaround time Filter: 30 mesh, removal of filter is recommend from gun and • Compatible with any paintable construction material • machine • Meets Life Safety Code 101 Hose: 3/8"diameter airless spray line for the first 100'300' from • Meets LEED's point requirements , „ • No formaldehyde pump and/. x 3'whip Pump: (Graco)GH 833 or equivalent DC 315 is the most tested and approved product in the world for use as PSI: 4000 an,"Alternative Thermal Barrier Coating System"over Spray GPM: 4.0 Polyurethane Foam(SPF). Tip: 517-529 or equivalent. Filter: 30 mesh, removal of filter is recommend from gun and Visit us at our website www.painttoprotect.com to obtain a current matrix machine of all the manufacturer's foams DC 315 has been tested and approved as Thermal or Ignition barriers in compliance with current IBC codes. Hose: 3/8"diameter airless spray line for the first 100' 300' from pump and 14"x 3'whip Prior to Applying DC 315 to Ensure Proper Adhesion:Surfaces must General Safety,Toxicity,Health Data be clean, dry and free of all foreign matter.Adhesion of a coating to SPF Material Safety Data Sheets are available on this coating material. Any requires the foam surface to have a slight profile or texture similar to an individual who may come in contact with these products should read and orange peel. Smooth or glossy foam surfaces must be flash coated with a understand the M.S.D.S. In case of emergency contact CHEMTREC light 3 - 4 mils Wet Film Thickness (WFT) of DC 315 and allowed to dry EMERGENCY NUMBER at 800-424-9300. before applying the full application. Flash coating is a quick burst of a primer or DC 315,via airless sprayer over an area needing treatment. We WARNING:Do not allow product to freeze.Store above 10°C(50°F)at all also recommend flash coating around all pipes and air ducts. times. Product Application WARNING: Avoid eye contact with the liquid or spray mist. Applicators In order to validate warranty and confirm the installation complies with should wear protective clothes,gloves and use protective cream on face, IFTI's best practices installer must obtain and read all current installation hands and other exposed areas. documents.Installation documents include Application Guide, EYE PROTECTION: Ventilation Guide and Job Work Report. Safety glasses,goggles,or a face shield are recommended. These documents can be downloaded at www.painttoprotect.com or by calling IFTI at 949.975.8588. "Job Work Records are an excellent way to SKIN PROTECTION: track your installations and confirm compliance to your Building Official or Chemical resistant gloves are recommended, cover as much of the Authority Having Jurisdiction. In the event of a concern on a job the exposed skin area as possible with appropriate clothing. installer is able to provide documented proof of the installation, for this reason IFTI recommends using these forms for all thermal barrier jobs." RESPIRATORY PROTECTION is MANDATORY! Respiratory protective equipment,impervious foot wear and protective Material Preparation clothing are required at all times during spray application. DC315 must be thoroughly mixed prior to application.Failure to do so will compromise the materials performance and may create issues with INGESTION:Do not take internally. equipment used for the application of the product. Mechanical stirring with a high speed drill and a paddle appropriate for the container size is Consider the application and environmental concentrations in deciding if recommended. Material should be stirred from the bottom up making additional protective measures are necessary. sure the bottom and sides are scraped with a paint stick during the mixing process to ensure all materials are completely mixed prior to the Limited Warranty application. Material should be mixed to a creamy consistency with no This product will perform as tested if applied and maintained according to lumps. Thinning is not usually needed, but if the material has been our directions, instructions and techniques. If this product is found to be exposed to prolonged periods of high temperatures during storage, defective upon inspection by its representative, the seller will, at its evaporation of the water based material may have taken place.Typically option,either furnish an equivalent amount of new product or refund the the liquid level should be about 3 inches from the top of the 5 gallon pail. purchase price to the original purchaser of this product.Seller will not be If the level of material is lower,water may be added during the mixing to liable for any representations made by any retail seller or applicator of the address this issue. product. THIS WARRANTY EXCLUDES (1) LABOR OR COST OF LABOR FOR THE APPLICATION OR REMOVAL OF THIS PRODUCT OR ANY OTHER Temperature and Humidity PRODUCT,THE REPAIR OR REPLACEMENT OF ANY SUBSTRATE TO WHICH Ensure temperature and humidity are within specified limits for THE PRODUCT IS APPLIED OR THE APPLICATION OF REPLACEMENT application. Failure to monitor and compensate for increased humidity PRODUCT, (2) ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES. OTHER may lead to blistering and/or delamination and will void warranty.Obtain LIMITATIONS APPLY.For the complete terms of the limited warranty,go to a ventilation guide prior to commencing installation.Ideal conditions are www.painttoprotect.com. Some states/provinces do not allow the 16°C-32°C(62°F to 90°F)and a maximum of 65%Relative Humidity. exclusion or limitation of incidental or consequential damages, so the above limitations may not apply to you.To make a warranty claim,write Ventilation to Technical Service, International Fireproof Technology, Inc., 17528 Von When spraying in enclosed spaces,regardless of size,adequate ventilation Karman Avenue, Irvine, CA 92614 or email Customer Service at is required to remove excess moisture from the application area.The use ptp@painttoprotect.com of fans may be required in some cases to ensure a minimum of 0.3 air changes per hour. Prior to starting a job please be sure to download a complete current ventilation guide at www.painttoprotect.com Rev:12/18/2014 5:17 PM Job Work Record Should be Filled Out For Each and Every Job.Completed Work Records Must be Submitted To workrecords@painttoprotect.com Within 10 Days of Job Completion. /.j CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD s) 800 BEACH, FL 32233 J m —� (904) 247-5800 'r4J;31t� BUILDING PLAN NOTES Date: 04/18/2017 Permit#: 16-CNEW-2862 Applicant: Gate Site Address: 535 Atlantic Address: 9540 San Jose Blvd. Review: APPROVED Phone: 448-7035 RE#: 170684 0000 Email: bnix@gatepetro.com 1. Please submit engineering and manufacturers' installation instructions and all delegated engineering, including steel framing systems, fabricated joists and trusses, canopies, store-front glass, and exterior wall and roof panel systems. Please provide two signed/sealed/dated hard copies of delegated engineering signed off by EOR, with a Revision Form, before any inspection past slab. Pour slab at owner's/contractor's own risk. 2. Spray foam insulation is indicated on plans. Please specify insulation products and provide the ESRs. Indicate all options on the ESR, including specific products, and ignition and thermal barriers required. The current ESR (Evaluation Service Report) for the specific product (Sucraseal), with all options indicated, must be submitted before any inspections past slab. Please submit two hard copies with Revision Form. 3. A third-party, signed/sealed Weld/Bolt Inspection Report will be required as part of framing inspection. 4. Please submit a form board survey showing Finish Floor Elevation, setbacks, and distances to property lines as part of slab inspection. O� Dan Arlington, CBO, CFM 904-247-5813 darlington@coab.us ✓ 1 d 0 It-,40\-. , CITY OF ATLANTIC BEACH iirr. ASJ 800 SEMINOLE ROAD \\,,,.____. J-- r.. ATLANTIC BEACH, FL 32233 (904) 247-5800 .A44011 cY> BUILDING PLAN NOTES Date: 04/18/2017 Permit#: 16-CNEW-2862 Applicant: Gate Site Address: 535 Atlantic Address: 9540 San Jose Blvd. Review: APPROVED Phone: 448-7035 RE#: 170684 0000 Email: bnix@gatepetro.com 1. Please submit engineering and manufacturers' installation instructions and all delegated engineering, including steel framing systems, fabricated joists and trusses, canopies, store-front glass, and exterior wall and roof panel systems. Please provide two signed/sealed/dated hard copies of delegated engineering signed off by EOR, with a Revision Form, before any inspection past slab. Pour slab at owner's/contractor's own risk. 2. Spray foam insulation is indicated on plans. Please specify insulation products and provide the ESRs. Indicate all options on the ESR, including specific products, and ignition and thermal barriers required. The current ESR (Evaluation Service Report) for the specific product (Sucraseal), with all options indicated, must be submitted before any inspections past slab. Please submit two hard copies with Revision Form. 3. A third-party, signed/sealed Weld/Bolt Inspection Report will be required as part of framing inspection. 4. Please submit a form board survey showing Finish F%levation, setbacks, and distances to property lines as part of slab inspection. O . . 0,, Dan Arlington, CBO, CFM 4• ".. 904-247-5813 darlington(a,coab.us 1 Sheet 1 of 6 Structural Calculations Job Number: 16-644 Date: OCTOBER 23, 2016 Job Name and Address: GATE A ,, t�,K s e�F /tt �/i ATLANTIC BLVD i o.so-► ATLANTIC BEACH, FL 7.71 * off, t 'p % T /i 0it� '•!°LORA.• �� Calculations for: Canopy 26'x228' with (14) columns Wind Load: Vult=130 MPH-Vnom=101 MPH - Exposure "C" Roof Live Load: 20 PSF O fr F Prepared in compliance with ASCE 7-10 CQ And Florida Building Code 2014 -5th Edition 1` Canopy Speaalist LLC OCT 2 5 2016 Stillwater Technologies Inc 203 Hillcrest Street P.O. Box 5224 Orlando, FL 32801 Plant City, Florida 33563 Phone: 407-206-7222 Phone: 813-703-6844 Frederick A. Blecha, P.E. Fax: 407-206-7223 Fax: 813-757-3749 FL P.E. #50701 wind load hor-p uplift facade-ht mt-ht II-dl Gate 1101-c-mph 1 26.261 19.251 6.001 17.501 45.001 PAGE 2 load main-span cantilever CANT=R2 MAIN=R1 w=area mom-main cant-mom P-1 45.00 34.00 11.58 8.72 4.29 6.34 0.29 41.23 19.13 P-2 45.00 34.00 11.58 6.19 3.04 4.50 0.20 29.26 13.58 P-3 45.00 34.00 11.58 5.95 2.93 4.33 0.19 28.16 13.06 P-4 45.00 34.00 0.00 4.85 4.85 6.34 0.29 41.23 0.00 0.00 0.00 0.00 #DIV/0! #DIV/0! 8.50 0.00 0.00 0.00 34.00 11.58 0.29 41.23 19.13 CANT MAIN SX= IN=3 DEFL.ALL IX= DEFL.ALL IW= purlin BEAM 41.23 16.49 0.58 65.99 1.70 174.00 W16x26 SEE GIRTS COLUMNS AREA/CO FACE HT HOR.P TOTAL 17.00 6.00 26.26 2678.52 MOM-WL UNB-MOM MAX-MOM 49.55 0.00 49.55 TUBE 10x10x1/4 KL R KL/R FA A SX Fb 444.00 3.96 112.12 14.00 9.59 30.1 30.36 P fa fb fa/Fa fb fb/Fb check 17.88 1.86 19.59 0.13 19.76 0.65 0.78 <=1 A.B. NO. BOLT SPACING LOAD DIA. 2.001 14.00 21.24 0.75 1.00 1.25 1.38 1.50 12.00 15.70 24.50 29.70 35.30 BOLT 1.25 BASE PL B.P.THICK 18.00 1.18 1.09 1.25 EMBED 30.00 OTM &UPLIFT FACTOR OF SAFETY X 1.2 FDN CALC DEPTH DEPTH ROUND 5.00 142.71 5.23 5.00 6.50 SQUARE 5.00 7.05 101.21 4.66 5.00 5.00 11 UL-ROOF DL AREA RESIST FTG WT CONC. 14.25 442.00 7558.20 SLAB TOTAL ROUND 6.25 19144.13 4417.88 23562.00 SQUARE 25.00 18750.00 5625.00 24375.00 11 il II LATERALLY SUPPORTED BEAMS MASTER GIRTS G1 Lb d/AF PAGE 3 Fb1 12000.001 4.60, 8.20 26.51 trail shape W14x22 rt Lb/rt 1.25 55.20 44.16 Fy= 50.00 ksi Cb= 1.00 510.00 1000.00 10200.00 101.00 if Lb/rt<= 101.00 use Fb3 if Lb/rt>= if Lb/rt>= 101.00 use Fb2 Fb3 170000.00 87.17 Fb2 0.67 0.06 0.60 30.15 fb allowable 30.15 30.15 max. allowable 30.0 MAX MOMENT FT-KIPS SX-REQ'D W14x22 55.63 22.14 <= 29.00 LATERALLY SUPPORTED BEAMS MASTER PURLINS #P1 Lb d/AF PAGE 4 Fb 1 12000.001 11.33 8.27 10.67 trail shape W16x26 rt Lb/rt l 1.36 135.96 99.97 Fy= 50.00 ksi Cb= 1.00 510.00 1000.00 10200.00 101.00 if Lb/rt<= 101.00 use Fb3 if Lb/rt>= if Lb/rt>= 101.00 use Fb2 Fb3 170000.00 17.01 Fb2 0.67 0.33 0.34 17.00 fb allowable 17.00 17.00 max. allowable 30.0 MAX MOMENT FT-KIPS SX-REQ'D W16x26 41.23 29.10 <= 38.40 SHEARING STRESS ON BOLT A325-N-STD PAGE 5 DIA AREA ALLOWABLE 0.75 0.44 9300.00 SHEAR FORCE 2679.00 Ss=P/A 1515.96 <= 9300.00 BOLT AREA 0.44 SINGLE SHEAR 1.00 NO. OF BOLTS 4.00 ALLOWABLE 14400.00 BEARING STRESS 2679.00 Sb=p/a 1786.00 <= 14400.00 Plate THICHNESS 0.50 BOLT DIA 0.75 TENSION STRESS ON BOLT ALLOWABLE 19400.00 TENSION FORCE 17880.00 T=P/A 10117.70 <= 19400.00 TENSION ON CONNECTION ALLOWABLE 21600.00 Tb=P/A 11920.00 <= 21600.00 WELD REQUIRED 6.43 3/16"fillet weld all around length of weld WELD Actual COL. SQ. 40.00 10.00 101.00 MPH WIND LOAD EXP. "C" 26.11 .040 ALUM. 3'X16' RIB KZ KD KZT IW LL+DL 0.87 0.85 1.00 1.00 25.00 33.25 CF G PAGE 6 1.6 0.85 UPLIFT QZ= 19.31 19.25 -5.00 14.25 HORZ. F= 26.26 RIB LOAD 18.95 VERTICAL 1.33 KZ KD KZT IW 1 SPAN LL+DL 1 SPAN UPLIFT 0.85 0.85 1.00 1.00 3834.88 1684.16 CF G 115.33 88.89 1.20 0.85 10.74 9.43 12.54 QZ= 18.87 UPLIFT= 19.25 2 SPAN 2 SPAN 4793.60 2105.20 Note: Max. allowable span of New Deck 144.17 111.12 Exceeds existing purlin spacing. 12.01 10.54 14.02 3 SPAN 3 SPAN 5752.32 2526.24 173.00 133.34 13.15 11.55 15.36 CHEROKEE METALS COMPANY .040 ALUM. WITH 3"X16" RIBS TOP OF PANEL IN COMPRESSION BOTTOM OF PANEL IN COMPRESSION lx in.4 Sx in.3 Ix in. 4 Sx in. 3 1.0456 0.4715 0.8553 1.5789 GENERAL NOTES: 1)ALUM. SECTION PROPERTIES HAVE BEEN DETERMINED IN ACCORDANCE WITH ALUM. ASSOCIATION "SPECIFICATIONS FOR ALUM. STRUCTURES-APPENDIX B- ALUM. FORMED SHEET BUILDING SHEATHING DESIGN GUIDE" 1986 EDITION. 2) Ix IS THE EFFECTIVE MOMENT OF INERTIA CALCULATEED ACCORDING TO SPECIFICATION SECTION 4.7.6. 3) Sx IS THE ELASTIC SECTION MODULUS OF THE EFFECTIVE SECTION CALCULATED ACCORDING TO SPECIFICATION 4.7.6. 4) Fba IS THE WEIGHTED ALLOWABLE COMPRESSIVE STRESS OF THE SECTION CALCULATED ACCORDING TO SPECIFICATION SECTION 4.7.3. 5)ALUM. UTILIZED FOR ALL SECTIONS TO ALUM. ASSOCIATION ALLOY AND TEMPER 3105-H14 WITHFtu=22KSI , Fty=20 KSI & Fcy=18 KSI.