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1600 SELVA MARINA DR - NEW CONST PERMIT PETES TURN j rVl.1 j � , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD tATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 COMMERCIAL NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-CNEW-954 Job Type: COMMERCIAL NEW CONSTRUCTION Description: commercial building on 9th hole Estimated Value: $350,000.00 Issue Date: 8/8/2016 Expiration Date: 2/4/2017 PROPERTY ADDRESS: Address: 1600 SELVA MARINA DR RE Number: 169399-0000 PROPERTY OWNER: Name: ATLANTIC BEACH PARTNERS, LLC Address: 414 OLD HARD RD SUITE 502 GENERAL CONTRACTOR INFORMATION: Name: RPC GENERAL CONTRACTORS Address: 248 LEVY RD QA PETER JOSEPH RODRIGUEZ Phone: 904-241-4416 — — PERMIT INFORMATION: FEES: -- ENG REV COMMERCIAL BLDG $150.00 PLAN CHECK FEES $615.00 UTIL REV COMMERCIAL BLDG $75.00 BUILDING PERMIT FEE $1 ,230.00 STATE DCA SURCHARGE $18.45 STATE DBPR SURCHARGE $18.45 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. I ''t, CITY OF ATLANTIC BEACH 4k J 800 SEMINOLE ROAD ,µ X ATLANTIC BEACH, FL 32233 15r . INSPECTION PHONE LINE 247-5814 Total Payments: $2,106.90 PERMIT IS APPROVED ONLY IN ACCORDANCE WIT11 ALL CITYOF ATLANTIC MA(II ORDINANCES .AND TIIF: FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION • CITY OF ATLANTIC BEACH OFFICE COPY 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: WOO Se1v& A.if i'i a. Dr%vr. - Pe4- 'S T Li,r n Permit Number: - NC-(AJ Legal Description A-f-ian ti c eca ch Cou-r►fiq C(ccb Parcel# )(4O 3 e Floor Area of Sq.Ft. Sq.Ft Valuation of Work$ 35°E 000 Proposed Work heated/cooled II a(#Co non-heated/cooled 1,5q Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commerc.. Residential If an existing structure,is a fire sprinkler system nista e s . Circle one): Yes No 67.--A--) Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to be performed: CbnS uM- r`ew 8omme,rd ta.A bu•.ld i n j on --One q+- hole Property Owner Information: Name: Man-hi beach Cow1t►y Chub Address: Il000 Selo ila.rIna_ Or. City flan-ht 1eaC.h State FG Zip 3aa.33 Phone goii- 3r/a-aasa E-Mail or Fax#(Optional) Contractor Information: Company Name: 12PC 6lenelral 0,ortrozhrci 7flC. Qualifying Agent: Dantei eodri ve Address: o'1 4i Levy ed City 4.1-1 G.n-{!i e 13e aril State L. Zip da -33 Office Phone g0L1-a4I- IV Job Site/Contact Number cot- aci 1- q f)(a Fax# My- aql• 1.lNp-7 State Certification/Registration# CE71 C&1G 15 a 31403 Architect Name&Phone# Crony._ Duch Arc h i-1-c ctuxe, 40! - (302 f Engineer's Name&Phone# Tvuxc-Fca( &n rri rnq qoq- iii a- lo-7 5 (Me'P), Tay!of t&)h v qou-814 U-06,71 c ) Fee Simple Title Holder Name and Addres' �J 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. 1 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 void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six L6)months at any time after work is commenced. 1 understand that separate permits must be secured for Electrical Work, Plumbing,Signs, Wells, Pools, Furnaces,Boilers, Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 hereby certify that 1 have read and examined thisplication 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 Owner Signature of Contractor \ ! . Print Name a,s4. n 2r l.. . Print Name Dame( • 12o d ri'u 4S Sworn to and subscribed before me Sworn to and subscribed before me this ao4i,Day • , 20 l(o this ao#1 Day if r;I . 20 1 N►f ry P . is •tary P is Revised 01.26.10 I. ro:, JENNIFER SNOW " Notary Public-SIM.of Florida ( I —JENNIFER- :NOW MI►Comm.OWNS Ars 21,2017 rub Commission 1 FF 11{1011 r { • 1{oWy Pr111ie-StMe of Florida A 1216 NMNaM Alas. MY Comm.EOM Alm 2S,2017—o _ I _ _ • CommisaNss F.F�1110406 City of Atlantic Beach APPLICATION NUMBER (To be assigned bythe BuildingDepartment.) Building Department 9 p ) `tel 800 Seminole Road - C�� 'Y r� Atlantic Beach, Florida 32233-5445 \J` r Phone(904)247-5826 - Fax(904)247-5845 1� /n .-"?i,]-011- E-mail: building-dept@coab.us Date routed: 2•L /�/ City web-site: http://www.coab.us / APPLICATION REVIEW AND TRACKING FORM Property Address: /111v' '72 * 1)t_ De• . ment review requiredNo �: -� �/ �(► Applicant: annin• &Zon.I• /l, L� Project: /17e k) (b4 /7)/2 . a/ (1.G. "..�_• �� Public Safety _- 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. enied. (Circle one.) Comments: M M BUILDING PLANNING &ZONING Reviewed by: d` Date: '7 /' 1f�1 TREE ADMIN. Second Review: pproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: C c41( FIRE SERVICES Third Review: LApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 rSr�l\1r CITY OF ATLANTIC BEACH /AZ., ., 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 (904)247-5800 '40.219 BUILDING DEPARTMENT REVIEW COMMENTS Date: 5/13/16 Permit#: 16-CNEW-954 Applicant: RPC Site Address: AB Country Club Address: 248 Levy Rd. Review: 1 Phone: 904-241-4416 RE#: Email: THIS BUILDING DEPARTMENT REVIEW IS ONE OF 4 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Correction Comments: Application is disapproved for the following issues: 1. Please provide two sets of truss engineering,signed off by EOR as meeting his design. 2. The design criteria and code analysis lists this building as a Mercantile occupancy, Type VB construction,Unprotected, Sprinklered,but all areas appear to be"tavern/bar/restaurant", an Assembly, A-2 Occupancy. Please see below and clarify. 3. Per FBC-B Section 504.2, this building can be approved as Type VB, Sprinklered,A-2. 4. Please provide all details for stair wells and elevator shafts,per FBC-B, Chapters 7 and 10, including Sections 1009, 1022, 1026, 1027, and 1028. Please include fire-rated wall specifications. 5. The second floor appears to be open to the weather. Please provide all details for weather proofing both stories, including the second story walls and/or floor; moisture proofing; and the building envelope of the conditioned space. 1 6. Please review the plumbing fixture count as an A-2 Occupancy. The preliminary plan review calculations follow: First floor, including covered terrace: 800sf= 15sf=53 occupants. Second floor: 1100sf= 1.5sf= 73 occupants 126 occupants 126_2=63 male, 63 female Per FPC,Table 403.1: 1 WC per 40 occupants =2 WCs for male and female. (total of 4) A service sink is required. Please review FAC, Section 604 for clearances at water closets. Please review FBC, Section 1015 for two exits over 49 occupants and clarify. 7. Please provide the kitchen layout submitted to the Department of Hotel and Restaurants. 8. Please provide all details for the proposed spray foam insulation, including the ESR and the required thermal barrier at the second story ceiling. 9. Please provide all details for the sprinkler system. 10. Product Approval: please clarify wall siding and roof underlayment. 11. Please clarify the exterior wall sheathing location for shear walls with curved exterior. 12. Please provide engineering details for terrace cover. Dan Arlington, CBO 247-5813 darlington@coab.us 2 /.:ay,i City of Atlantic Beach APPLICATION NUMBER / • Building Department (To be assigned by the Building Department.) = 1v� 800 Seminole Road. /6 — 077- 9v .' • rf Atlantic Beach, Florda 32233-5445 Y J / Phone(904)247-5826 • Fax(904)247-5845 . � -j� E-mail: building-dept@coab.us Date routed: 0 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 4ao J /vst. / 2 ) I7) De• -. i ment review required Yes No A licant: %- �. Zo .• pp I,:� s i trator Project: /VI&) ( m✓J22C//:22 Ira �. . Q "Yh QN 9 PI M k- Public Safety _- 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: L APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: 4,...----......---4.,/ Date: 7 �‘ 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 ?S,ar1;.e. `Js " Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 -C:'101:9 Phone(904)24,7-5826 • Fax(904)247-5845 ZL //0 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /440 Sc/ V a- / , /7 4_-- De• • ment review required Yes No Applicant: xE o• : Zo t (_. ■ -- ... ,istrator Project: Mk) ('0m'nE2dJ •..__ _• (314 Cpi,".r .0N 97Y A/a- Public Safety _- 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. Denied. (e (Circle one.) Comments: 01 BUILDING I� PLANNING &ZONING Reviewed by: Date: 7/-7-4G TREE ADMIN. Second Review: ❑Approved as revised. Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES • e ETY Reviewed by: Date: FIRE SERVIC • Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: • Revised 05/14/09 1 SE_- Lvint INVA i2(/,-)A Groff, James From: Groff,James P e IES U 2(1/4._) Sent: Tuesday, June 28, 2016 1:34 PM To: Mackey, Grace (gmackey@coab.us) Subject: Plans review comments 16-CNEW-954 Attachments: sealed drawings requirement.doc; Eng. requirements for construction documents.docx; 61G15-32.004.docx Please correct or provide the following to obtain plans approval. When resubmitting corrected sheets, please provide a written narrative letter responding to our comments and directing the plans reviewer to where the changes have taken place. 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. 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. Failure to provide response letter will result in a return for corrections plans review submission. Provide sprinkler system design criteria per Florida Administrative Code 61G15-32.004 (A-O) Engineering Design criteria is required to be submitted with the general construction documents pursuant to section 553.79(6) F.S. http://www.coi.net/Departments/Planni nq-and-Development/Docs/Building-Inspection- Division/firesprinklersystemdesigncriteria010708.aspx 61G15-32.004 document should be in a question answer format with all information located on one page. awpf, James 00## 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 JACKSONVi http://www.co j.net/departments/plannine-and-developmendbuildinQ-inspection-di vision.aspx "You're never a great man when you have more mind than heart." 1 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road q Atlantic Beach, Florida 32233-5445 k .. `5 4 Phone(904)247-5826 • Fax(904)247-5845 4 �2'L(t <1.:;-.1-10. E-mail: building-dept@coab.us Date routed: f City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I ( co ./A 1-47-1 Ak Department review required Yes No Building Applicant: 1�— 1� C� Planning &Zoning // Tree Administrator Project: 44...s.4C.orl+4laZLi Public Works Public Utilities Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco _ Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. enied. (Circle one.) Comments: I BUILDING PLANNING & ZONING Reviewed by: Date: 4 (26 TREE ADMIN. Second Review: riApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIESPUBLIC SAFETY Reviewed by: Date: Si`ig FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 tee FIRE 44, 9� AfscuE '`� 91.SCLJ E tEQQ Fire Plans Review Fire Prevention Division 214 N. Hogan Street, Room 281 Jacksonville, Florida 32202 April 26, 2016 RPC 1600 Selva Marina 16-CNEW-954 Fire Review Please correct or provide the following to obtain plans approval. When resubmitting corrected sheets, please provide a written narrative letter responding to our comments, along with clouded areas on revised sheets clearly showing areas where changes or corrections have occurred. The intended occupancy indicated on the submitted drawings conflicts with the 5th Edition Florida Fire Prevention Code, Section 6.1.2.1*. The combined occupancy load exceeds 50 or more persons, thus defining the occupancy as "Assembly". Provide the occupant load calculations in accordance with the 5th Edition Florida Fire prevention Code, Section 5th Edition Florida Fire Prevention Code, Section 12.2.4*, Section 12.2.4.1 The number of means of egress shall be in accordance with Section 7.4, other than exits for fenced''outdoor assembly Provide exit tactile signs in accordance with the 5th Edition Florida Fire Prevention Code, Section 7.10.1.3 Provide light-frame truss type construction sign in accordance with Florida Statute 69A- 60.0081 1 bender// kmodlin FIRE SPRINKLER, INC. /// \\\ HYDRANT# &LOCATION: Pete's Turn @ Atlantic Beach Dr. DATE: 7/20/2016 TEST BY: Kade Bender Day or Week: Wednesday TIME OF DAY: 1:20 MIN.OF FLOW: 3 FLOW WITNESSED BY: Emanual Brown PURPOSE OF TEST: Design DATA FLOW HYDRANT(S) Al A2 A3 SIZE OPENING: 2.5 2.5 2.5 COEFFICIENT: 0.9 0.9 0.9 PITOT READING: 30 0 0 GPM: 919 0 0 TOTAL FLOW DURING TEST: 919 GPM STATIC READING: 45 PSI RESIDUAL: 39 PSI RESULTS: AT 20 PSI RESIDUAL 1986 GPM AT 0 PSI J.41 c ks 2728 GPM ESTIMATED CONSUMPTION: 2757 GAL. REMARKS: 100 . R Vr : p 90w 80 .. 4 2 016 70 0 by Li • ON m 60 � O .y a m50 4....H -U . N LD 40 iy a 30 .......................,,.....o 20 86 OA 10 - 0 ' 0 500 1000 1500 2000 2500 Flow,gpm 170-G College Drive-Orange Park, Florida 32065-Phone (904)298-2637 -Fax(904)298-3100 www.bendermodlin.com O.% Y RPC- General Contractors, Inc. 248 Levy Road/P.O. Box 330775 Atlantic Beach,FL 32233 (904)241-4416/Fax(904)241-4427 City of Atlantic Beach Attn: Building Department 800 Seminole Road Atlantic Beach, FL 32233 May 16, 2016 RE: Comment Response Letter Fire Comments: Item Comment Response 1 The intended occupancy indicated on the Will Comply. submitted drawings conflicts with the 5th Edition Florida Fire Prevention Code, Section 6. 1. 2. 1*. See Sheet LS1.10 on revised resubmission. The combined occupancy load exceeds 50 or more persons, thus defining the occupancy as "Assembly". 2 Provide the occupant load calculations in Will Comply. accordance with the 5th Edition Florida Fire prevention Code, Section See Sheet LS1.10 on revised resubmission. 3 5th Edition Florida Fire Prevention Code, Section Will Comply. 12. 2. 4*, Section 12. 2. 4. 1 The number of means See Sheet LS1.10 and Al.10 on revised of egress shall be in accordance with Section 7. resubmission. 4, other than exits for fenced outdoor assembly. 4 Provide exit tactile signs in accordance with the Will Comply. 5th Edition Florida Fire Prevention Code, Section 7. 10. 1.3 See Sheet LS1.10 on revised resubmission. 5 Provide light-frame truss type construction sign in Will Comply. accordance with Florida Statute 69A-60.0081 See Sheet A2.10 on revised resubmission. 6 The location of the Kitchen Hood exhaust fan is Will Comply. not in compliance with NFPA 96, Section 7. 8. 3 2011 Edition) 403See Sheet A1.10 and A2.20 0 '. resubmission. 17— Please provide proof of meeting minimum Will Comply required fire flow requirements for proposed building per NFPA 1 18. 4 and Table 18. 4. 5. 1. 2. RPC General Contractors has paid fees to This can be accomplished by contacting JEA JEA and scheduled for and obtain hydrant flow test information conducted within the last 12 months and providing report with next submission. Flow data can also be obtained by private provider as long as it is witnessed by our office. Hydrant must be within 500' of proposed building measured via drivable fire department access road. Building Department Comments: Item Comment Response # Please provide two sets of truss engineering, Will Comply signed off by EOR as meeting his design. Signed off Drawings provided along with this response letter. Please see attached. 2 The design criteria and code analysis lists this Will Comply. building as a Mercantile occupancy, Type VB See sheet LS1.10 where Occupancy has construction, Unprotected, Sprinklered, but all changed to Assembly. areas appear to be tavern/bar/restaurant", an Assembly, A-2 Occupancy. Please see below and clarify. Respectfully Object on Assembly Category. We feel we fall in the Category of A-2d Occupancy for Restaurants, Banquet Halls & food Courts. 3 Per FBC-B Section 504.2, this building can be Will Comply. approved as Type VB, Sprinklered, A-2. This Building is going to be a full sprinkled building along with a Kitchen Hood Fire Suppression System. Shop Drawing's for both 0 Systems will be submitted by Certified Sub Contractors along with their Applications for Trade Permits under Master Building Permit #. i 4 Please provide all details for stair wells and Will Comply. elevator shafts, per FBC-B, Chapters 7 and 10, See sheet A6.10 and A6.20 for stair well and including Sections 1009, 1022, 1026, 1027, and elevator shaft. For fire-rated wall detail see 1028. Please include fire-rated wall sheet 3/A1.10 specifications. 0 5 The second floor appears to be open to the Will Comply. Nit) _ weather. Please provide all details for weather proofing both stories, including the second story See sheet A3.10. walls and/or floor; moisture proofing; and the building envelope of the conditioned space. al. 6 Please review the plumbing fixture count as an Respectfully Object on Assembly Category. A-2 Occupancy. The preliminary plan review We feel we fall in the Category of A-2d calculations follow: Occupancy for Restaurants, Banquet Halls & First floor, including covered terrace: 800sf_ 15sf food Courts. = 53 occupants. Second floor: 1100sf_ 15sf= 73 occupants 126 occupants First floor, including covered terrace: 800sf 126= 2 = 63 male, 63 female 15sf= 53 occupants. Per FPC, Table 403.1: 1 WC per 40 occupants = 2 Second floor: 1100sf= 15sf= 73 occupants WCs for male and female. (total of 4) 126 occupants A service sink is required. 126_ 2 = 63 male, 63 female Please review FAC, Section 604 for clearances at Per FPC, Table 403.1 (A-2d): 1 WC per 75 water closets. Please review FBC, Section 1015 for two exits occupants each = 1 WCs for male and over 49 occupants and clarify. female. (total of 2) 7 Please provide the kitchen layout submitted to Will Comply. the Department of Hotel and Restaurants. See Sheet KE-1 on revised resubmission. 8 Please provide all details for the proposed spray Will Comply. foam insulation, including the ESR and the required thermal barrier at the second story Please see attached Document for Spray ceiling. Foam Specifications from: Demilec APX Spray Foam Sheet A1.30 shows on the 2nd floor ceiling legend that the bottom of the roof Trusses will be sheathed with 5/8" Exterior Gypsum Board 4..../ sheathing to create the Thermal barrier the attic area/Spray Foam. 9 Please provide all details for the sprinkler system. Will Comply. The Fire Sprinkler Subcontractor "Bender& Modlin" will provide submittals from Manufacturer along with Engineered Shop Drawings when they apply for their Trade Permit under the Master Building Permit #. 10 Product Approval: please clarify wall siding and Will Comply. roof underlayment. Product Approval & Specifications attached in Re Submission. -First Floor Deck Roof: Sealoflex Water Proofing 's Product Approval # FL. 1 _qpittl -Second Floor Roof Underla me Quik-Stick HT Product Approval # FL 17401.2 R3 -Wall Siding: Nichiha Sierra Shake ' Product Approval # FL 12875 11 Please clarify the exterior wall sheathing location Will Comply. for shear walls with curved exterior. This is noted on the Structural Plans, noted in detail 1 on sheet (S2.1). The curved over framing is on top of Shear Sheathing. 12 Please provide engineering details for terrace Will Comply. cover. The Awning Subcontractor "Advance Awning" will provide submittals from Manufacturer along with Engineered Shop Drawings when they apply for their Trade Permit under the Master Building Permit #. /_ay City of Atlantic Beach APPLICATION NUMBER ° �� Building Department (To be assigned by the Building Department.) � - 9,5 Y 1-il.;c., �`� 800 Seminole Road /6 — �� Atlantic Beach, Florida 32233-5445 ; ��,JED I Phone(904)247-5826 Fax(904)247,5845 I /f ZL /fin "��t �� E-mail: building-dept@coab.us APiN l 4 06 i Date routed: 7 U/ City web-site: http://www.coab.us 1 APPLICATION REVIEWAND TRACKING FORM Property Address: /i 40 Sic VQ- / /I A/7 Der , tment review required Yes No Applicant: 7 f !- r Zo •• EWE - / 1►.-- • .•••i istrator _- Project: NI GL) NM rn6/2e/R.� '_ _' • � M ii4 1 ��9 0iV 9Th' Public Safety _- 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: t�Approved. [Denied. (Circle one.) Comments: SG4 1#&41,i Gas'# _ •/ / BUILDING j`•� PLANNING &ZONING Reviewed by: Dat 5--- / Y /'P TREE ADMIN. Second Review: ❑Approved as revised. ❑D led. PUBLIC WORKS Comments: PUBLIC UTILITIES El— PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 /60 0 41 vet, //1 (;KQ /6 -61114/v ?1/ y Mel./ t o it sit) zmoo Az° v t QD X 6 1/4 r9-6 3, 13 8 X r *6 It 7 k 02,1' 19 16V f(9 k q j6,0 - �-3 /6 J V 42, r �6 :?o k ` qa D i .r6 p �• __ ______ __ -3 kr k /r Y.- 6 kr /,,jr'' , City of Atlantic Beach APPLICATION NUMBER I 4 ). --•�, Building Department :-- (To be assigned by the Building Departure t.)-_ .. ., - ;.- ss 800 Seminole Road — -,Y /� /p/ /� _ �� .4 _r Atlantic Beach, Florida 32233-5445 „� l• �/ Phone (904)247-5826 • Fax(904)247- 845 APR 2 a [t�r5 %�oft jr E-mail: building-dept@coab.us ' Date routed: ZL �(f/ City web-site: http://www.coab.us 1.3 .': APPLICATION REVIEW AND TRACKING FORM Property Address: 4de Sdi/A, A'g/73 Department review required Yes No :uildin Applicant: ' anning &Zoni �y -- • istrator Project: NeGt_) (_"��I'yj��C�!Q.L -- 14 i / QIV 9mA& Public Safety ire Services Review fee $ 7S' Dept Signature SN 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: 1,1 D Damn) Fr�A .5- --ire---- 57SY 11 BUILDING (Ai Ertl. S � G ,r'0o 7:1F of e c V1 (� (i/f!r✓ St.t ffy'b+f zZ-c— PLANNING &ZONING Reviewed by: 2�`"�y 1/ Date: ii(27 7(.4 TREE ADMIN. Second Review: nApproved 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 j,ay-4 City of Atlantic Beach APPLICATION NUMBER r .76'i.0 Building Department i � (To be assigned/ by the Building Department.) ',.: � 800 Seminole Road -RE .A\/ �(� — C/VG _ l�,J�� V� Atlantic Beach, Florida 32233-5445 YJPhone(904)247-5826 • Fax(904)247-5845i�f� 2 a [Uj�; /n!JI31> E-mail: building-dept@coab.us Date routed: ZL ��/ City web-site: http://www.coab.us `3Y: APPLICATION REVIEW AND TRACKING FORM Property Address: A 40�cj✓Q- I7 Q� De• , ment review required Yes No f :uildi • 7Applicant: ' -nnin• &Zon..• �y A ••••m istrator Project: /Ve&) ("D/�7)2E/2e/Q.� -- (3-tAiCo,1,"Y- / oN 9m A A Public Safety ire Services Review fee $ 7s Dept Signature 1 • 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.) rlmments: ^ )P WA-in) .00,F212 5�t� 5}sib SeP�rC BUILDING W�L� (� �,� .,�'0o FT OF ��y� y" U, //f su l�Cy w, PLANNING &ZOOI. Reviewed by: 2�-1' �✓� Date: 1( 2- /rd TREE A' \)..).Z ['Approved as revised. ['Denied. PUB' c /p 1 IP x., ` 'viewed by: Date: .$7 v flb43 Cv ., revised. ❑Denied. cs‘/./ A'l %IN° "N...„.. . Reviewed by: Date: Revised 05/14/09 0o D C) * 7 CT D • a7 -, 8 co w v rn in .A w ry -, * rn cn w N m os. * 0_- 78 cti (D ry x to 77 " -0 C 0K 13 D M. o C) = cn Z O D x cn cn cn —I o ° ao° Gv c o0m c C a a) * Xo v o 5 3 _ cQ -, n Qv mm 0 - QCDcQ DS n m7- = 0_ 3 n o' D n a N o ocp cn — p (D -- o c N 0 n v0 a7 tVi _, (1(n (o . O ^.CO CO (D .X o f 13 CD QO d (-. N. cii g 77 < c O Qc 4) 7- o < CD0 co o C 3a) o 0- C, N > 0- "0 o- a• if• a) XJ N 0- T CO 5 O 0 ro- O-, a) co 0 0 n- 3 > D D = 3, s Q I- — 7 a n m Z 0 i O- _ N EN , I- a1 -0 . 7CA.)o a 0 -0 Q v. wO 7 7 r.r 7 -' 73 o 0 o 43 a) O 0 fD O (<D 7 7 n — O.. 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Y5 E111 1L �1G blownfoam' Waero{the fu\\Y ntsystem ThAPP�`"` cA Isles the1ncom7Pliantv'ith``1 X mP EAPplyurethane self•DE1\1" lastrc insutatio • PX-RA .s tact. �j�` en��"c;gid P tes and to thane fo?fin barrier.OE;nerdentakfood con`pA aPPkied 5 us substca olyure dCA ik sPraY to vario for sPraY PWithout an g A guidelines foNNS \en ent adhes�obu�kdin9ics codew\spas is theSD g K91m3 E�, 1vovexce ercia\ and cra am, mee 7 2tMis awocde P cs- ntak a`'be talked"1350 DEMIL051bl t• 065 Kgin APXW',n"Pkacei\s ces`deand an ecif�caron 0 Phy t p efies 0 45 F TUith a\o Count radix X . ca SP sica rop 37ftZh° I8systemnaCode37APpeGa\�fo 0p03tntecnatiO With AC" standard gmcOmpfcaG emissions h UZ1 int 10p02 zzvo UVaiue 4 smmof Density a\resistance R 0 p09 Llsm� 2g1 nglPa�s�m2 ter, 2 e 75 Pa @ erms 166 n iPa.S.162 P9 d nce @ 3.5" 4 90 p rmsappMD 518prc perrynce@50 pa @ 3.5" eSTMG errs 100 Pa@ 3.5" 2.A TME2g3p,r Perance °C300 pa @ compliant7.6 kPaGenu pS B p,ic P :ante @ 35"finish r ASTM E 217Pyr Pe e�eance @ 1. P kP3"perp Watel3or permeance @5.5" 1 si25,5 a rade180° ob p 3.7 psi grade or r psjNt E g6 Wat Fissions standardanal inner COiSsive strengthCASpec 01350that custorpfwarrant 1621Te.strengthY. re ASTM D _rights are nese ASjM1623 rrTestResuClass I contact, arounc - �� characteristics, 350 ASTMEg4Fspread indexdeveloped d IRC, and ICC-ES AC-377 Pass '� * n barrier—Compliant with 2006. 2009 &2012 IBIlive i ninon barriec,thermal idix X,for use in attics and crawl spaces withoua p 9 fPRTIVE STAR •or intumescent coating. g erature) �/� l 675°F• �TNER n properties(spontaneous i ninon temp ASTM D 1929ComponentsProperties' `—ert Isocyanate A-PMDIEMLResinProp Y Brown Color Ar11 r77°F (25° 180—220 cps Viscosity @ 150—1.24Specific Gravity 115—1Shelf Life of unopeneroperly stored 12 months 50—100°F(10—38°C) monthStorage Temperature 50—100°FMixing Ratio(volume 1:1 1itotu _38°C 1:1 _) *See MSDS for more it Reactivity Rile Cream tirr Gel time Tack free 1 _ 3—5 seconds 6_ hme 2 secor 7 second En.ds of rise 6— sns F/ /5L/qp7_ MIAMI MIAMI-DADE COUNTY COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gav/building Sealotlex Waterproofing Systems,Inc. 2520 Oscar Johnson Dr. Charleston,SC 29405 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed by Miami-Dade County Product Control Section and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sealoflex Roof Maintenance Coating Systems LABELLNG: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall he considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA No. 11-0113.03 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera NOA No.: II-0215.02 Y.�TM Expiration Date: 03/01/16 � Approval Date: 04/14/11 W Page lof 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Cement-Adhesive-Coatings Material: Elastomeric TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Sealoflex Pink® I or 5 gal. ASTM D6083 Waterborne base and saturation coats. Sealoflex Finish CoatTM I or 5 gal. ASTM D6083 Acrylic roof coating. ReflectoWhite® I or 5 gal. ASTM D6083 Acrylic roof coating. Sealoflex CT PinkTM I or 5 gal. ASTM D6083 Solvent borne, base and saturation coat Sealoflex CT TopTM I or 5 gal. ASTM D6083 Solvent borne,single component roof coating. Sealoflex FabricTM or Proprietary Non-woven polyester reinforcing fabric Sealoflex Deck FabricTM for use in the Sealoflex roof system. CemflexTM I or 5 gal. TAS 114 Additive used to produce Cemflex Slurry, a base liquid coat for use over concrete substrates. Metal Etch PrimerTM I or 5 gal. Proprietary Primer for all unprotected metal surfaces. Rust X--2020 rM 1 qt, 1 or 5 gal. Proprietary Rust neutralizer for surfaces where residual rust cannot be removed and on areas of light rust. Sealobond PrimerTM 1 or 5 gal Proprietary Primer for use over acrylic, painted surfaces,wood,or masonry substrates. Sealoment PIusTM 50 lb bag Proprietary Primer over bare masonry surfaces. EPDM PrimerTM 1 or 5 gal. Proprietary Primer for EPDM,TPO and Hypalon membrane Dampseal 1011m 1 gal. or 1 quart Proprietary Two component epoxy primer for use kits over concrete Sealoflex ButtergradeTM I gal or 5 gal. Proprietary Patching compound for minor surface imperfections Sea[opatchtM 50 lb. bag Proprietary Polymer modified cemcntitious patching mortar for large surface imperfections. Corabase rM 50 lb. bag Proprietary Polymer modified Cementitious patching mortar for moderate surface imperfections. NOA No.: 11-0215.02 11 Expiration Date: 03/01/16 APPROYEO Approval Date:04/14/11 Page 2 of 8 Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Evaluation Report Mid-States Asphalt "QUIK-STICK HT" Roof Underlayments Manufacturer: Mid-States Asphalt & Cant Strip, Inc. 1637 51st Avenue Tuscaloosa, AL 35402 (800) 489-2391 for Florida Product Approval 'Le morrogi§k # FL174Q1.2R Florida Building Code 5th Edition (2014) 'for 461 "`/ Method: 1 - D ®�`� /�• 6, Category: Roofing y�� Sub - Category: Underlayment Product(s): "QUIK-STICK HT" Description: Self-Adhered Underlayment Prepared by: Digitally signed by lamest..Buckner,P.E. James L. Buckner, P.E., SECS Electronically signed and sealed documents Florida Professional Engineer 31242 shall comply with the provisions of FAC Rule u61GlS-23. ,ttititl,0, Florida Evaluation ANE ID: 1916 \`` � L. Project Manager: Diana Galloway � ��cENSF Fp Report No. 15-204-QSHT-ER = 't• No 31242 •* — (Revises 15-180-QHTS-ER) Date: 10/27/15 —•o - 'k ' --0T z. STATE OF �� Contents: =;<<" -'•.;`CORIOP •'•.• cs ••• Evaluation Report Pages 1—6 "ii,,- NAt- 0,11111" f/ 2015.1 1.02 13:38:15-05'00' CBUCK,Inc.• Palm Beach County,Florida Phone:(561)491-9927-Email:cbuck@cbuckinc.net•Website:www.cbuckinc.net Mailing Address.2637 F.Atlantic Blvd,434069,Pompano,FL 33062 FL#: FL 17401.1 R3 Date: 10/27/15 �+r"� �p 4te :: ° ° 2 -of 6 _ Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064 Manufacturer: Mid-States Asphalt&Cant Strip, Inc. Product Name: "QUICK-Stick HT" Product Category: Roofing Product Sub-Category Underlayment Compliance Method: State Product Approval Rule 61G20-3.005(1)(d) System Description: "QUICK-Stick HT"Smooth,self-adhering underlayment membrane adhered to plywood deck. Product Assembly as Refer to Page 4 of this report for product assembly components/materials& Evaluated: standards: "QUICK-Stick HT"Self-adhering underlayment adhered to: Plywood Deck Support Deck: Type: Plywood Deck (Design of support&attachment of support is outside the scope of this evaluation) Description: • 15/32"(nominal)or greater Plywood Performance Results: Wind Uplift Resistance: • Design Uplift Pressure*: -52.5 PSF *Allowable design pressure(s)for allowable stress design(ASD). FL#: FL 17401.1 R3 Date: 10/27/15 c u K Engineering RegReport No.: 153 -2004-QSHT-ER Specialty Structural EnginPPrinQ CBUCK,inc.Certificate of Authorization#8064 Performance Standards: The product described herein has demonstrated compliance with: • UL 1897-04—Uplift test for roof covering systems • ASTM D 1970-09—Specification Self-adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roof Underlayment for Ice Dam Protection • ASTM D 4798-04 - Standard Practice For Accelerated Weathering Test Conditions And Procedures For Bituminous Materials(Xenon Arc Method) • TAS 103 - Test Procedure for Self-Adhered Underlayments for Use in Discontinuous Roof Systems Standards Equivalency: The ASTM D 1970-01 standard version used to test the evaluated product assembly is equivalent to ASTM D 1970-09 standard version adopted by the Florida Building Code 5th Edition(2014). Code Compliance: The products described herein have demonstrated compliance with the performance standards listed above as referenced in the current Florida Building Code. Evaluation Report Scope: This product has been evaluated in compliance with the building envelope requirements of the Florida Building Code,as related to the scope section to Florida Product Approval Rule 61G20-3.001. Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code and Rule 61G20-3.0005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through UL,LLC.(FBC Organization#: QUA 9625). Limitations and Scope of"Limitations and Conditions of Use"for this evaluation: Conditions of Use: • This evaluation report for "Optional Statewide Approval" contains technical documentation,specifications and installation method(s)which include"Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004,the Florida Building Commission is the authority to approve products under"Optional Statewide Approval". • Option for application outside"Limitations and Conditions of Use" • Rule 61G20-3.005(1)(e)allows engineering analysis for"project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code".Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. • This report is a building code product evaluation per FLPE rule(FAC)61G15-36 to comply with Florida product approval rule(FAC)61G20-3.This evaluation report is part of the Florida Building Commission approval for the listed code related criteria.This report by James Buckner, P.E. and CBUCK Engineering Is not a design certification of code compliance construction submittal documentation, per FBC section 107, for any individual structure,site specific or permit design. • Deck shall be in compliance with applicable building code. • Fire Classification is outside the scope of Rule 61G20-3,and is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section.(Dade&Broward Counties) FL#: FL 17401.1 R3 Date: 10/27/15 DC Report No.: 15-204-QSHT-ER 0 7rtl � `~ Page 4 of 6 SpPCtc I(ttj Structural Sncll`eerIng CBUCK,inc.Certificate of Authorization#8064 PRODUCT DESCRIPTION: Product Standard Thickness Roll Description (Nominal) Dimensions QUIK-STICK HT ASTM D 1970 60 mils 36"x 66.8' cr Self-adhering,SBS modified (High Temperature) 39"x 61' membrane reinforced with non-woven • (200 sqft) rolls fiberglass mat and a skid-resistant, • polyester surface designed for use in • • high temperatures Installation: Installation Instructions: (Refer to the end of this evaluation report.) "QUIK-Stick HT"shall be installed in compliance with applicable code sections of the Florida Building Code 5th Edition (2014), and in accordance with the installation method described herein subject to the Limitations and Conditions of Use listed in this Evaluation Report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. UL 1897-04 Test By PRI Construction Materials Technologies,Inc. (FBC Organization ID#TST 1556) • Report No. MSA-007-02-01, Date: 6/17/15 2. ASTM D 1970-01&ASTM D 4798 Test By PRI Construction Materials Technologies,Inc. (FBC Organization ID#TST 1556) • Report No. BWR-534-02-01,Date: 9/07/12 3. TAS 103 Test • Report No.BWR-533-02-01, Date: 9/07/12 By PRI Construction Materials Technologies,Inc. (FBC Organization ID#TST 1556) 4. Equivalency of Test Standard Certification By James L.Buckner,P.E. @ CBUCK Engineering (FBC Organization#ANE 1916) 5. Quality Assurance UL,LLC (FBC Organization#:QUA 9625) #TG DY.R22025 6. Certification of Independence By James L.Buckner,P.E. @ CBUCK Engineering (FBC Organization#ANE 1916) FL#: FL 17401.1 R3 {� --� Date: 10/27/15 CSU gif i s n Report No.:5 of 15 -QSHT ER Page Specialty Structural Er iginsiPring CBUCK,Inc.Certificate of Authorization#8064 Mid-States Asphalt & Cant Strip, Inc. "QUIK-STICK HT" Self-Adhered Roofing Underlayment Installation Method Manufacturer's General Installation Instructions: • Product to be applied directly to a clean dry surface,free from any moisture, ice,dust, loose nails, protrusions, voids or any other debris. • Store product in the carton in a dry place until ready to use. Keep product out of direct sunlight. Do not lay rolls on their sides. • Prime surface as recommended by manufacturer. • Adhere membrane only in fair weather when the air,surface and membrane are at a minimum temperature of 40"F. For installation below 40"F, mechanically fasten membrane to deck with nails until fully adhered. • Start at the low point of the deck,align the membrane and press into place onto roof deck. • Adhesive is pressure-activated,so press firmly into place using uniform pressure with a weighted roller. • Overlap end laps a minimum of 6".Side laps a minimum of 3". Drip edges a minimum of 3/8". • For valley and ridge installation, cut product to desired length, apply pressure from the middle working to the outside edges. • QUIK-STICK HT end laps must be sealed with a 1/8"layer of SBS mastic.This is also recommended for the other products. • Allow product to completely relax prior to any fastening. • Do not expose QUIK-STICK HT to direct sunlight for more than 90 days. • Minimum slope shall be 2:12 or greater. "QUIK-Stick HT"shall be installed in compliance with applicable code sections of the Florida Building Code 5th Edition (2014),and in accordance with the installation method described herein subject to the Limitations and Conditions of Use listed in this Evaluation Report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. • Ft.#: FL17401.1R3 Date: 10/27/15 Z �, r� Report No.:15-204-QSHT-ER t-" U U ininseann Page 6 of Specialty Structural Engineering C8UCK,Inc.Certificate of Authorization#8064 Mid-States Asphalt & Cant Strip, Inc. "QUIK-STICK" Self-Adhered Roofing Underlayments Product Illustrations WEAVE SMOOTH CD tame � fig; IIne � y QUIK-STICK HT DEMa o, ILEC ,_♦ APX U FL. .,MIlFAIILI:C .1 a.\, I.I.(:. TECHNICAL DATA SHEET DEMILEC APXTM is a two component, open cell, spray applied, semi-rigid polyurethane foam system. This product is a fully water blown foam system with a low in-place density with excellent adhesion to various substrates and to itself. DEMILEC APXTM complies with the intent of the International Code Council's residential and commercial building codes for spray polyurethane foam plastic insulation. DEMILEC APXTM is compliant with AC-377 Appendix X and can be installed in attics and crawl spaces without an ignition barrier. DEMILEC APXT"^ is compliant with the VOC emissions standard of California Specification 01350. DEMILEC APXTM meets the USDA guidelines for incidental food contact. Physical Properties ASTM D 1622 Density 0.45-0.5 Ib/ft3 _7.2-8 Kg/m' ASTM C 518 Aged thermal resistance(R-Value @ 1 inch) 3.7 ft2h°F/BTU 0.65 Km2NV ASTM E 283 Air permeance @ 75 Pa @ 3.5" 0.003 L/sm2 ASTM E 2178 Air permeance @ 50 Pa @ 3.5" 0.002 Usm2 Air permeance @ 100 Pa @ 3.5" 0.004 L/sm2 Air permeance @ 300 Pa @ 3.5" 0.009 L/sm2 ASTM E 96 Water vapor permeance @ 3.5" 4.57 perms 261 ng/Pa•s•m2 Water vapor permeance @ 5.5" 2.90 perms 166 ng/Pa•s•m2 CA Spec 01350 VOC emissions standard Compliant ASTM D 1621 Compressive strength 1.1 psi 7.6 kPa ASTM D 1623 Tensile strength 3.7 psi 25.5 kPa / \ — — Fire Test Results , ASTM E 84 Surface burning characteristics, 4'thick Class I Flame spread index 15 Smoke developed 350 NFPA 286 Ignition barrier-Compliant with 2006, 2009&2012 IBC,..d d IRC. and ICC-ES AC-377 Pass Appendix X, for use in attics and crawl spaces withou pr crip.tive ignition barrier, thermal barrier or intumescent coating. I ASTM D 1929 Ignition properties(spontaneous ignition temperature) \`-.. 675°F(357°C) Liquid Components Properties* - .i-. ` Property Isocyanate A-PMDI DEMILEC APXT" Resin Color Brown Amber Viscosity @ 77°F(25°C) 180-220 cps 150-250 cps Specific Gravity 1.24 1.15-1.20 Shelf Life of unopened drum properly stored 12 months 6 months Storage Temperature 50-100°F (10-38°C) 50-100°F(10-38°C) Mixing Ratio (volume) 1:1 1:1 °See MSDS for more information. Reactivity Profile . Cream time Gel time � Tack free time End of rise 1 -2 seconds 3-5 seconds 6-7 seconds 6-7 seconds 2925 Galleria Drive•Arlington,TX 76011 DEMILEC APX Technical Data Sheet Phone(817)640-4900•Toll Free(877)DEMILEC(336-4532) Last Revision 2-7-13 Fax(817)633-3143•E-mail:Info@DemilecUSA.com•www.DemilecUSA.com Page 1 of 2 DEN,'LEC APXI SPRAY FOAM Recommended Processing Conditions* Initial Primary Heater Setpoint Temperature 140°F 60°C Initial Hose Heat Setpoint Temperature 140°F 60°C Initial Processing Setpoint Pressure 1200 psi 8274 kPa Substrate&Ambient Temperature >45°F > 7°C Moisture Content of Substrate <_ 19% <_ 19 3/0 *Spray foam application temperatures and pressures can varywidely depending on temperature. humidity, elevation, substrate.equipment and other factors.While processing. the applicator must continuously observe the characteristics of the sprayed foam and adjust processing temperatures and pressures to maintain proper cell structure. adhesion, cohesion and general foam quality. It is the sole responsibility of the applicator to process and apply DEMILEC APXT" within specification. General Requirements: DEMILEC APXT'" must be separated from the interior of the building by an approved thermal barrier or an approved finish material equivalent to a thermal barrier in accordance with applicable codes. DEMILEC APXTM must be sprayed at a minimum thickness of 3"per pass. This product must not be used when the continuous service temperature of the substrate or foam is below-60°F(-51°C)or above 180°F(82°C). DEMILEC APXTM must not be applied to wet. dirty or oily substrates and should not be used in contact with bulk water. below grade or to cover flexible ductwork. Disclaimer: The information herein is to assist customers in determining whether our products are suitable for their applications.We request that customers inspect and test our products before use and satisfy themselves as to contents and suitability. Nothing herein shall constitute a warranty. expressed or implied. including any warranty of merchantability or fitness. nor is protection from any law or patent inferred. All patent rights are reserved. The foam product is combustible and must be covered by an approved thermal barrier. Protect from direct flame and spark contact,around hot work for example. The exclusive remedy for all proven claims is replacement of our materials. � eUILp7"'C V ui k = ENERGY STAR PARTNER 4fMBt:7` 2925 Galleria Drive•Arlington,TX 76011 DEMILEC APX."Technical Data Sheet Phone(817)640-4900•Toll Free(877)DEMILEC(336-4532) Last Revision 2-7-13 Fax(817)633-3143•E-mail:Info@DemilecUSA.com•www.DemilecUSA.com Page 2 of 2