1500 Main St COMM19-0021 Denied Fire Comments ri.Ai City of Atlantic Beach APPLICATION NUMBER
•� Building Department (To be assigned by the Building Department.)
-=-•
}
- 'f 's� 800 Seminole Road r_cyvxm. I`� CDOZ I.
IIP-
� , Atlantic Beach, Florida 32233-5445 �JPhone(904)247 5826 Fax(904)247 5845 [� / z 7 /19
.A--. 01119',- E-mail: building-dept@coab.us Date routed: _l r
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address:
` S 00 1 V k RA KD I Department review required Yes No
�ilding �
Applicant: O REGCA NV S rng &Zoning j
A7U�rL c'i"��.
r^� Tree Administrator
Project: v NDC WN 1. N.DC� Public Works
Public Utilities
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. enied. ❑Not applicable
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed by: `^`-- Date: /0-/ -(7
TREE ADMIN. Second Review: ❑Approved as revised. ❑De ` d. ['Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: I 'Approved as revised. ['Denied. ❑Not applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
Printing :: CR529587 Page 1 of 1
Duval County, City Of Jacksonville
Jim Overton , Tax Collector
231 E.Forsyth Street
Jacksonville,FL 32202
General Collection Receipt
Account No:CR529587 Date: 10/1/2019
User:Prevention,Fire Email:FirePrev@coj.net
FIRE MARSHALL FEE FOR SERVICES PROVIDED
Name:Beach Memorial Garden Chapel
Address: 1500 Main St Atl.Bch
Description:Fee For Plan review COMM 19-0021 Atlantic Beach
TranCode I IndexCode I SubObject I GLAcct I SubsidNo I UserCode I Project I ProjectDtl I Grant I GrantDtl I DocNo Amount
701 I FRFP159FI 34222 I I I I I I I I 150.00
Total Due:$150.00
Jim Overton ,Tax Collector
General Collections Receipt
City of Jacksonville,Duval County
Account No:CR529587 Date: 10/1/2019
FIRE MARSHALL FEE FOR SERVICES PROVIDED
Name:Beach Memorial Garden Chapel
Address:1500 Main St Atl.Bch
Description:Fee For Plan review COMM 19-0021 Atlantic Beach
Total Due:$150.00
htto://fmanceweb.coi.net/TCCR/nrintins.asnx?cr=CR529587 10/1/2019
COMM 19-0021
Returned for Corrections:
The plans submitted for review have been returned for corrections. Please correct and or provide the
additional requested information to obtain plans approval. When resubmitting corrected sheets, provide a
type written itemized narrative letter responding to our comments and directing the plans reviewer to the
sheets the changes have taken place. FAILURE TO SUPPLY RESPONSE LETTER "WILL" RESULT IN
A RETURNED FOR CORRECTIONS PERMIT STATUS. 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. When submitting electronic plans, each discipline
shall upload a single PDF file containing multiple sheets rather than separate PDFs for each
sheet. Please re-upload in this fashion.
1.Fire Code specific code summary
The building code and fire code differ on occupancy types, uses, and occupant loads and can make the
proper application of the code difficult. For example the building code classifies restaurants under 50 as
business where the fire code classifies them as mercantile, thus the need separate code summaries.
Please provide in addition to normal building code summary a fire code specific summary based off the
Florida Fire Prevention Code (current edition) to include all the following information listed below. Failure
to provide accurate fire code summary may delay plans review approvals as we return plans for
corrections and clarifications.
Provide required Fire Code specific code summary: Please Reference 6th Edition Florida Fire
Prevention Code Based on NFPA, 1 Fire Code 2015 Edition & NFPA 101 Life Safety Code 2015 Edition.
•Occupancy type sub-classification (per NFPA 101 6.1)
• Building construction type (per NFPA 101 8.2.1)
•Gross square footage
• Number of stories
•Building height
• Interior wall and ceiling finish requirements (per NFPA 101 10.2
•Allowable dead end limits
•Allowable Common path of travel limits
•Allowable travel distance limits
•Any fire protection systems (sprinkler, fire alarm, etc.)
•Statement from architect or engineers that their design to the best of their knowledge complies with the
6th Edition Florida Fire Prevention Code (FFPC).
•Also all existing building must provide classification of rehabilitation work categories per NFPA 101 43.1
Provide classification of rehabilitation work categories per NFPA 101 43.1
This information is important because the level of rehabilitation work determines how the code will be
applied. The 6 rehabilitation work categories are as follows:
(1) Repair •
(2) Renovation
(3) Modification
(4) Reconstruction
(5) Change of use or occupancy classification
(6) Addition
2. Life Safety Floor Plan:
The City of Jacksonville's Fire Marshal's Office requires the submittal of a Life Safety Floor Plan for
building permits for all new construction and existing building alterations in order to ascertain if occupancy
is currently code compliant and to assist fire inspector in performing Life Safety Inspections. Please
provide a Life Safety Plan to include all the following information on one page. If Life Safety Plan was
submitted and you are receiving this comment, it means that all of the required info listed below was not
included in your original submittal. It is understood that all listed items may not apply in your situation.
Required Occupant Load Calculation:
• Provide design occupant load using table 7.3.1.2 of NFPA 101 2015 edition. Area calculations should be
shown with graphic seating configurations or fixtures in order to substantiate occupant load chosen.
Exit Locations:
• Designate main entrance and all secondary exits. All required exits shall terminate at a"public way".
Access to the public way shall be accessible and must be via a stable, firm, and slip resistant conveyance
such as a concrete sidewalk with a min. 5'x5' landing and 44" walkway. Multi story buildings should
designate area of rescue with required communication means. Separation of exits using the one half
(non-sprinkled) or one third (sprinkled)the diagonal distance rule should be shown on plans.
Required Egress Capacity:
• Egress inches for means of egress components (doors, stairs, etc.)
Required measurements: (Worst case only need be shown.)
• Dead end corridors measurements.
•Common path of travel measurements.
•Total travel distance to exits.
Required separation:
•Show all fire barriers, smoke barriers, and smoke partitions. All rated walls per new directive from
building official wall detail needs to include UL listing and needs to confirm by architect or engineer as
being accurate.
Required Lock Latch details:
•Lock/Latch details: Panic Hardware, Thumb turn lock, Key Lock with indicator and required signage.
Required Electrical Stop/Disconnect Details:
•Any required Emergency stops or Shunt trips.
•Main Electrical disconnects access/location.
Required markings of means of egress:
• Exit signs to include tactile exits signage.
Required fire extinguisher Locations:
•Locations per NFPA 10.
Required Emergency lighting:
•Show emergency illumination.
Required Lightweight Truss Signage:
• Location of lightweight truss signage per FAC 69A-60.0081 (if applicable). Please see below for
clarification to requirement.
http://www.coi•net/Departments/Planning-and-Development/Docs/Building-Inspection-Division/bulletin-f-
01-09-light-weight-truss-rule.aspx
Also if occupancy is to have any permanent open flame devices such as fire pits, gas grills, patio
heaters, gas lamps etc.they should be shown on life safety plan for approval.
See NFPA 1 10.11 (separate fire permits will be required for installation of these features).
3. Floor Layout Plan:
Document on plans the floor arrangement of furnishings or equipment to be used to substantiate the
arrangement of means of egress and occupant load posting for each assembly area. Floor layout plan
should show arrangement of means of egress per(NFPA 101 12.2.5). This layout shall constitute the only
acceptable arrangement unless plans are revised, or additional plans are submitted. Temporary
deviations from approved layout plans are allowed as long as occupant load is not increased and
arrangement of means of means of egress is maintained per NFPA 101 12.2.5.
'4F$CU E
MIGUEL Di PIERRI
Fire Safety Inspector/ CDN Reviewer
Hispanic Advocate MHAAB
JFRD PREVENTION OFFICE
515 N.Julia St.,Jacksonville, Florida 32202
Office: 904-255-8561 cell: 904-763-1290—Email: DIPIERRI @ COJ.NET
sr r',%)\ Building Permit Application Updated10/9/18
fel City of Atlantic Beach Building Department **ALL INFORMATION
800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
3sn15REQUlRED.;
Phone: (904) 247-5826 Email: Building-Dept@coab.us
C
Job Address: I j 6�. . {n , .,, . .. : • Permit Number: A'1 h9 -00 Z L
Legal Description36'14.17:095..2 :4ik,q AQ .fh'Ntef 'YYri
( 1 �tzleil RE#• ;2e..,.,;•1.723 .:100e)
Valuation of Work(Replacement Cost)$'=l Gta3 1'3 '` Heated/Cooled SF Non-Heated/Cooled
• Class of Work: C?fQew DAddition ❑Alteration ❑Repair ❑Move [Memo ❑Pool ❑Window/Door
• Use of existing/proposed structure(s): •liommercial DResidential
• If an existing structure,is a fire sprinkler system installed?: ❑Yes ❑No
• Will tree(s)be removed in association with proposed project?DYes(must submit separate Tree Removal Permit) ❑No
Describe in detail the type of work toperformed t: ,/ a ii '.-'11
1'
(�►wr\tr\ 3q G. wu e K1.3(o pr- X ht .
Florida Product Approval# for multiple products use product approval form
Property Owner Information ` i
Name 1. eiv '"(�l �7 6 Address 1607 Mat ri �T'
City ( O.XI�''t �GtC�1-N I State C. Zip O 32 Phone 5 5.7,. -77.4w.:f3
E Mail f� ,` s(Y i�.•.'('15 rn .
Owner or Agent(If Agent,Por of Attorney or Agency Letter Required)
Contractor Information
Name of Company s. _ e _f-S_:u rt I[tri 1,44-1 Qualifying Agent rak t re'e.
Address toa5 1: tqh i e t City. 'ZkL• Cif 1Vt`t((-State TL .Zip a
. 3
Office Phone 3?.FS" ... -:` Job Site Contact Number
State Certification/Registration#:C a5- Q4--E-Mail d3flr I f .
Architect Name&Phone it
Engineer's Name&Phone II clOr-t d E 2r�q i r ert r'-)q 1--tL
- - 94k- 39 ( `J q 90
Workers Compensation Insurer �'C G `- OR Exempt o Expiration Date }:
//-.:3,.11)PN I � - - - - -- - vNITITLE SHEET
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17-05 INN 1-/lawn CNN,2013-02-05 Rao A AFN510N T OTEMIZD SOMMARY 115T1 s
n__I ITEMIZED SUMMARY LIST 1' ,..ten
RESIDENTIAL ADJACENCY GQNT'ACT INFORMATION =_
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____ LN.AGE G+ < O'M4ER
PROVIDED ON PAGE GI MEMIN•IN MIN
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I a0 + 3 POST CONSTRUCTION 10POGRAPHIC SURVEY '1(904) 249-1156
YARD! ETBACK 1 DOCUMCNHNG PROPER CONSTRUCTKN OF
F 1 O' SIDE ON-SITE STORAGE.TO RE PROVIDED AS
TITIN-a
T NLIOUAtD AND REFERENCED ON PAGE CI. I II BUILDER
4,ROLL-DEE CONTAINER MUST DE P110M :TO BE DETERMINED 1111,M.C.1,11041
I ., __`'- --`S � �-„_, ) APPROVED LIST FOR CITY OF ATLANTIC REACH 1
\ ) AND REFERENCED ON PAGE GI. < ARCHITECT'
• 4' ,f 20 YARD DIRAPSIER LOCATION. i.
�3 CWTAINER COMPANY MUST DE ON APPIIDVED! 3 ASJS.561LII 1 ROBERT W. GRAY, IN
ss
HSI*NU CONIM+ER CANNOT EC PLACED IN I. ADDED CLOT DOOR TACTILE JGNAOE PLR EAC
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coMRr WIRE EAC 094-60.0001 AUTO ON 4 STRUCTURAL ENGINEER: A 9 C I 1 7 I G 7
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/
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V ' S DISCONNECT TO ELECTRIC SERNQ PEA NEPA
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�1. 1 `Y/ PARKING � PAGE AI THAT EXIT DOORS SHALL HAVE PANIC 2008 NATIONAL ELECTRICAL CODE
CO I(
Z•�} ' 7 HARDWARE TO COMPLT MTM NEPA 101,
r\ I1 11 I I- CO 1j 721.5.4.1 ( 2010 FLORIDA FIRE PREVENTION CODE
N I ,j II 1..9• , �0 E 1- t ( 2010 FLORIDA ACCESSIBILITY CODE
Z I P k .I 10 UT '\m._•4,_,.. _ /.._^.....n.„._^._-.4_,_..--' PROJFGT aCOPF: CONSTRUCT AN ADDITION
O � tiq ff' /� �1 TOA ONE-STORY EXISTING BUILDING.
t �� ` L MULCH I
1$ 1�S\\ Q W BUILDING CODE S'JMM ARV' R
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W I �• z I N MDSE. BUILDING AREA - CHARTER 5
1 �' i •
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1 II „' I Z NO. OF STORIES: 1 (1 ALLOWED) tk
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�` T ONHtwAr, I Q SO. FT. PER FLOOR: 2.478 (6,000 ALLOWED)
cp 1 •,[ccDIWICTTET[/\�� • L 0 EXISTING = 1.791 S.F.
,F•,/ \. nl 1 NEW= 627 S.F.
O I �J` l I CONSTRUCTION TYPE - CHAPTER Q r,
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Z CHEMICAL 10121 ERST HEARSE EYISTNG GRAVEL I UNPROTECTED, NONSPRINKLEREU a 3
O r04p, EAA*ITENT G7 Rn_ PARKING?
a`r+c'ME rRArmc of INE RUEorvG nA5 L DEGREE ALLOWABLE AREA: y'Z<
(> 1 OCCURAD NaOR 10 THC 5.100155+0 a OF OPENING PROTECTION IS Y,1 iHW p O
CONSTRUCTION DOLLAR:NIS THE SLT FENCE I THE ALLOWABLE RANGE. ONLY OPENING IS 18' F
RILL NOT IN:REWIRED.SINCE NO INIL IS ARC 7g.% FROM REAR SETBACK AND 7%AREA. 4.1 Q 1,+
N THE PRON.', O THE CO015,0111ON K
ZONE.NO N:L1 PROTECTION WIL OC 0
CORM. I MEANS OF EGRESS - CHAPTER IQ . M/
Of COVS ADI CALM Apia
V1
OVERALL SITE IS 215.7 ACRES.LOT CON:RAcc OCCUPANT LOAD IS 1I3 z
IS ESTIMATED TO RE APNIOIMATCLY 5x (4) 36" EXIT DOORS PROVIDED 144' S <
4 I MAX. ALLOWABLE TRAVEL DISTANCE TO AN U Q.2
5' SIDE YARD SETBACK so
r A EXIT IS 200'. THE ACTUAL DISTANCE IS 25.. 43=a
(MING ENIRANCC STR 1. RA DCHAPITR 16 00
' _-- - ---- - - _ REFER TO STRUCTURAL DRAWINGS
_ L' y '/-�'QCCUPANI LOAD - 113
Ti--- _ - __.�- --1" -- --" INOEJL OF SHEETS;
�� �- / 73B SO. FT. IN - TITLE SHFEi„At ITE PLAN
-�- MEMORIAL DRIVE �� BUSINESS [G1 - GRADING PLANSLAI PAGE ADDED
SITE PLAN W/ CONSTRUCTION BUSINESS ARS I ES
A2 - PLANS&DETAILS =.r_...
857 50. FT./ 100 •- 8 57 0.1 A3 - ELEVATIONS &SECTION
('I)I\ 0 MGMT. Sc EROSION CONTROL 1,561 SO FT . ASSEMBLY A4 - ELECTRICAL PLANCIF MP ^A" 12-05
STRUCTURAL DRAWINGS TO BE PROVIDED
1�B - 1 -D" UNCONCENTRATED (TABLE & CHAIRS) 15 NET sau�
1561 50. FT / 15 = 104 0.L 121 SO. FT. ATTACHMENTS TO BE PROVIDED:
BUSINESS ENERGY CALCULATIONS
TOTAL OCCUPANT LOAD e< 113 J
OCCUPANT LOAD Di AOR AM _ or Mh
S, Certificate of Flame Resistance
r/ • • '.•
CAL
FIRE
r Issued By:
s F RE 1 ► HERCULITE PRODUCTS INC 11"N.440.7
Registered Fabric ABERDEEN ROAD COMPANY
or Concern Number p0 BOX 435
Date treated or manufactured:
F-06901 EMIGSVILLE, PA 19175-8310 05/14/2019
This is to certify that the materials described below have been treated with a flame-retardant chemical or are inherently
nonflammable.
FOR: Trivantage, LLC ADDRESS: 1831 North Park Ave.
CITY: Glen Raven STATE: NC 27217
Certification is hereby made that: (Check"a" or"b')
' (a) The articles described at the bottom of this Certificate have been treated with a flame-retardant chemical *
approved and registered by the State Fire Marshal and the application of said chemical was done in conformance
with the laws of the State of California and the Rules and Regulations of the State Fire Marshal.
Name of chemical used: Chemical Registration#:
Method of application:
X (b) The articles described at the bottom of this Certificate are made from a flame-resistant fabric or material
registered and approved by the State Fire Marshal for such use.
Trade Name of flame-resistant
fabric or material used: REINFORCED VINYL Registration#: F-06901
The Flame-Retardant Process Used Will Not Be Removed By Washing
DONALD E. KAUFFMANN STEPHANIE MUMMERT, Q C MANAGER
Name of Applicator or Production Superintendent Title
RCNs# 00000000001079222904 CUSTOMER ORDER NO. 5063
CUSTOMER INVOICE NO. 2291158
YARDS OR QUANTITY 50.00
DESCRIPTION Weblon Coastline Plus#CP-2704
62" Island Tu uoise (Standard
Pack 50 Yards)
ITEM NUMBER 857204
We hereby certify the above to accurately reflect the information contained within a"CERTIFICATE OF FLAME RESISTANCE" issued to
Trivantage, LLC from the registrant set forth above. A copy of the original Certificate of Flame Resistance is available upon
request to Trivantage, LLC and the registration information set forth above is on record with the California State Fire Marshal.
F'i"St
BOREE CANVAS UNLIMITED
MAILING ADDRESS 4635 HIGHWAY AVE
JACKSONVILLE, FL 32254-4123
CONTRACTOR: BOREE CANVAS + METAL
DESIGN CRITERIA:
Applicable Codes, Regulations, and Standards
1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. ASCE 7-10.
3. AWS D1.1: Structural Welding
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Ris c
Category II.
2. Basic Wind Speed, Per section 3105.4.5.1, Wind Design Loads for Fabric Covered
Structure with Quick Removal or Break Away Fabric. Wind Speed: VULT=120
MPH, VASD = 94 MPH.
3. Exposure Category, Paragraph 1609.4.3: B
4. Roof fabric shall be removed at sustained wind speeds of 75 MPH and treater.
Scope of Work:
1. Canvas Awning with Aluminum Frame.
Specifications:
The following specifications are applicable to this project.
1. All work shall be in accordance with the 6th Edition (2017) Florida Building Code,
and any other applicable local codes and regulations.
2. Awning and / or canopies shall be designed to requirements of Chapter 31,
Special Construction, Section 3105.1, Awnings and Canopies, of the Flo ida
Building Code, Building, 6th Edition (2017).
3. All fabric shall comply with the Fire Propagation Performance criteria of IJFPA 701
or have a flame spread index not greater than 25 when tested according with ASTM
E 84 or UL723.
4. Fabric attachment to the frame shall be made in a readily removable or break away
fashion.
5. Awnings and Canopies shall be designed such that their fabric coverings. shall be
readily removable during periods of high wind velocity. A legible and readily
visible decal shall be installed on the Awning or Canopy instructing the owner or
tenant to remove the fabric covering film such periods as are designated by the U.S.
weather as being a hurricane warning or alert. (Sustained wind speeds o'i 75mph and greater).
6. All frame members shall be connected with 1/4" fillet weld around all' rsecting
edges. All welds shall use Gas Metal ARC Welding Process that conform to the
American Welding Society's Structural welding code (latest ed.) Aluminum (D1.2). Cover
all welds w/ corrosion resistant coating. All conncetions shall be fully welded unless
otherwise noted. Weld wire shall be Alloy 4043, 5198, or 5356.
7. Mechanical Fasteners are required to be corrosion resistant, minimums ;sre grade 2
or better zinc plated to ASJM B633. or coated stainless steel series "300" or
uncoated stainless steel series "400".
8. All members shall be 6063 T6 aluminum tube & all other material shall 6063 T6
aluminum unless otherwise noted.
9. Where concrete specifications are required, whether in the screen enclosure scope
or not, by one or more regulatory agency, the following specifications are
applicable:
a. Concrete shall conform to ASTM C94 for the following components:
i. Portlande Cement Type 1, - ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Air entraining +/- 1 % - ASTM C 260
iv. Water reducing agent. -ASTM C 494
v. Clean Potable Water
vi. Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars - ASTM A615, grade 60
ii. Welded wire fabric - ASTM A185
c. Concrete slump at discharge chute not less than 3" or more than E.'. Water
added after batching is not permitted.
d. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Part 1, 2, and 3 including hot weather recommendations.
e. Moist cure or polyethylenece curing permitted.
f. _Prior to placing concrete, treat the entire subsurface are for termite in
compliance with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
h. All alumimum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
10. All flashing and weather proofing shall be provided by the contractor.
11. Use of these plans acknowledges and accepts a limit of liability not to exce
design and engineering fee.
Awning Spec.
• 1"X2"X1/8" = Head Bar, Stringer, Main Frame Break Raft-
ers, & Top Member Truss
• 1" X 1"X.093 = All other frame members
• 2"X2"X3/16" Uprights, X4
All rafter spacing shall be 27" or under
162„
Side View
Details of Wall Attachment
Awning Track
1"x2"x1/8 Head Bar
No. 14X4" Wood Screw, @ 24" O.C.
Through Frame
Thru-Bolt w/
1/4"X5" Carriage
bolt, X2
'x2"x3/16"
aright, X4
/8"X 4" Plate
/8"x4" Anchor,
X4
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