299 ATLANTIC BLVD UNIT 2 MECH22-0007 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP:
SOUTHCOAST CAPITAL
PRTNSHIP LTD 1600 INDEPENDENT SQ JACKSONVILLE FL 32202-5018
COMPANY:ADDRESS:CITY:STATE:ZIP:
TECH X SERVICES 525 STEVENS STREET JACKSONVILLE FL 32254
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
172531 0000 ATLANTIC BEACH
TERRACE
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
299 ATLANTIC BLVD MECHANICAL COMMERCIAL
SEPARATE PLANS OTHER
UNIT 2 - Roof Top
Refrigerator Condenser $13370.00
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
AC AND REFRIGERATION 455-0000-322-1000 0 $0.00
BUILDING PERMIT 455-0000-322-1000 0 $120.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $60.00
COMMERCIAL HOOD INSTALLATION 455-0000-322-1000 0 $30.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN
YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT
MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 11/30/2022
PERMIT NUMBER
MECH22-0007
ISSUED: 11/30/2022
EXPIRES: 5/29/2023
MECHANICAL COMMERCIAL
SEPARATE PLANS PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
MECHANICAL BASE FEE 455-0000-322-1000 0 $55.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.98
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.65
TOTAL: $271.63
2 of 2Issued Date: 11/30/2022
PERMIT NUMBER
MECH22-0007
ISSUED: 11/30/2022
EXPIRES: 5/29/2023
MECHANICAL COMMERCIAL
SEPARATE PLANS PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
MECH22-0007
Reviewed for codecomplianceCEP BU169910/24/2022 11:37:39 AM
Reviewed for codecomplianceCEP BU169910/24/2022 11:37:57 AM
Reviewed for codecomplianceCEP BU169910/24/2022 11:38:12 AM
Aluminum Roof Top AC Stand
~1 JJ,:: ,.'Jj,::~1 ;\1 ~JJ!)jl
2541 W. Dunnellon Road
Dunnellon, FL 34433
www.metalshop.org
Phone: 888-441-2492 Fax: 352-522-0007
No:JES.
l AU. CONSTRUCTION SHALL BE IN ACCORDANCE WITH Tt£ 2014
FLORl>A BUILDINQ CODE. BUILDING VOUl,E AN> A8CE 7 • 2010
MNILN DESKIN LOADS ON BlJLDIN88 AN> onER BTIIJCTLR:&
2. AHY CHANGE FROM TIE DRAYffiOS AN> / OR FELD CHANGE CONXnONS, t.lJST
BE M.AEDIATaY BAOUQHT TO TIE ATTENTION OF THE BTRUCTIIW. ENGINEER
80 THAT NECESSARY CHANGES CAN BE MADE NI> IIITENT OF TIE DESIGN 18
CAIRED OUT TO ITS FW.EST EXTENT.
13. IT IS nE RE8PON8&.JTY Of NST AU.Ni CONTRACTOR TO
PROVIDE ADEQUATE ANCHORAGE AND CORROSION
RESISTANT ISOLATION PADS AT THE aonOM OF ALL
BASE PLATES Wt£N BEARING ON CONCRETE AND
STEEL STRUCTURES.
4. MNMJM DESIGN LOADS , DEAD LOADS AND LIVE LOADS IN
ACCORDANCE WITH TIE 20M FLORllA BlA.DNi CODES, CHAPTER 18.
A/C UNIT l FRAt.E WITHSTANDS WN> SPEEDS I.P TO
180 MPH PER 2010 FBC AND ASCE 7-10.
I&. CALCULATIONS ARE BASED ON A/C lNT SURFACE AREA.
nt8 18 DETERMINED BV MUI. TIPI. VNG THE lNT
WIDTH BY TIE UNT HEIGHT, WITH THE RESULT
BEING THE SURFACE SQUARE' FOOTAGE. MAXIMUM
SIZES ALLOWED FOR THE CON>ENSER STAM> ARE
DENOTED IN THE TABLE DEPICTED ON THE NEXT
PAGE.
8. DESIGN AND ENQINEERl«i 18 FOR THE METAL SHOP ROOF TOP STAND ONLY.
BEE MANlFACTURE .. TIIJCTIONB AND CERlFICATIONS FOR PROPER
IN8TALLAT10N OF AC INT,
7. BEE MANUFAC1UE NSTALLATION FOR AC CON>EN8ER lNT.
8. 8061-T8/8005·Tt5 ALUMNUM ALLOY CONSTRUCTION
FOR EXTERIOR EXPOSURE APPLICATIONS.
&. ROOF STAND 8HAU. HAYE ALL WELDED JOl'lTS AND
SEAMS UNLESS OTHERWISE STA TED.
10. WELD FLLER 8HALL BE ALUMNJM ALLOY 4043 WITH
TENSILE STRENGTH OF 1t5 KSI.
1l ALL ANCHOR/CONECTION BOLTS 8HAU. BE N ACCOR>ANCE
WITH ASTM A-307 OR A-325 F.
12. EXPANSION BOLTS AND LAG SCREWS SHALL HAYE A 1,,,,111111,,,,.
MNMUM SPACING OF 26• AND A MNMlN EDGE •'~~" •• P-~1/11,,.
DISTANCE OF,-FOR LAGS AND s• FOR EXPANSION .t~-«,oP.Na~~
BOLTS. / "/ ;., 74883 .,_ \
1a VERATION ISOLATOR PADS SHALL BE PROVIDED BY f*i \*\
TI-E A/C CONTRACTOR SO AS NOT TO CAUSE S-,,i * :¢:
VBRATION TO EXISTNG SUB-STRUCruRE ~l,\ 8TATE OF ///JS -.. .. ~..... "'--~~ ~~.,e!o.( OR\()_.,.-,..,$ ~,,.ve,•• ......... ••4!!~~,~ ~,,. 9NA\. ~,,..,.
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By Toni Gindlesperger at 10:05 am, Aug 25, 2022
ADJUSTABLE ALUMINUM ROOF STAND
ILlJnlt SyJ;tem [
·-·---··
-39•c: W >48" WIDE, CONFORM TO
24"
MIN.
LEG
HT.
5/16• X 1-13/16•-
ST /ST NUT & BOLT
1•x1•xo.125 •-
A/C STAND REACTIONS TABLE
ROOF ALLOWABLE MAXIMUM
MA'Tl:RIAL BUI.DINO ALLOWABLE LATERAL HEJGHT AT WEIBHT UPI.FT
180 MPH PER lNT ·---~~-
CONC. 120' 8150 LBS 294• 331■ DECK/
114• x 3;4• ST/ST
THUMBSCREW
1-1/2• X 1-1/2•
x o.oeo•
&aa,IG
COMP. MOMENT
11()88 S!82 FT-LB
PROVIDE ONE OF 1lE FOLLOWING ATTAC.-.ENT METHODS
INSTALLATION INSTRUCTIONS,
USE 3/8" x 1-1/4" STAINLESS OR
COATED BOLT, NUT l 1" WASHER
AT 4 LOCATIONS THROUGH UNITS
BOTTOM PAN AND TOP RAIL OF
UNIT STAND.
USE 4 'METAL SHOP' ANCHOR
CLIPS ■771 AT 4 CORNERS OF UNIT
AND TOP RAIL OF UNIT STAND.
WRAP UNIT AND TOP RAIL WITH 22
GA. HURRICANE COIL STRAP,
GALVANIZED AT 2 LOCATIONS AND
BOLT smAP TO TOP RAIL OF
STAND USING 1/4" GALVANIZED OR
STAINLESS STEEL BOLTS, NUTS, &.
WASHERS.
TABLE 11508.11.15
CLEARANCE BELOW RAISED ROOF MOUNTED t.t:CHANCAL UNITS
WIDTH OF MINIMUM CLEARANCE
MECHANICAL lNT ABOVE 81.ffACES
< 24" 14"
24• < w < se· 18"
se•<W <48' 24"
48' < W <80' so•
W > 80' 48'
STEEL
JOIST RAIL SECTION CLAMP SECTION BASE PLATE
--------------·-
WOOD DECK 715' 8150 l.88 294a 331■ 8015■ 2911 FT-LB
MAXIMUM DESIGN WIND PRESS~E
A/C STAND ATTACHED TO • MAX WN> PRESSURE
CONCRETE OR, STEEL HOST STRUCT\& 82.S PSF
WOOD HOST 8TRUC1\JRE MAX WN> PRESSURE
79.0 P8F
DESIBN WN> PIIE88lH! CALCII.AlED PER CHAPTER Ill OF A8CE 7-2010 FOR 11111 MPH, CATEGORY I. EXP08UIE C
CONTACT nE IEl'AL 8HOP FOR 8ITE 8PECFIC alQIIEEIINQ
FOR TAU.SI 8TRUC1U!E8. OR 8lRCUTURE8 LOCATED N EXP08UIIE D
t:J( Uo.
0.15 0 0 .
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LEG8 1• FROM BIJ
N8IDE LECl8 MAX. 14" APAM
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11urn ~ ~,,., •I HruJ!•· saF TN'P/IIGSCIE\S
IYPJCAL AC MOUNJtiG DEJAL N.T.8.
LM8rl'ROMEND LEG8 11• FROM END 1NN1E La9 MAX. 41" APART lla>E UiGI MAX. 41" N'Nff
~rPROMEND L£88 r FIIOM 1191)
NmE LEU MAX. ar APART INIIJE t.ml MAX. _. N'Nrr
~
MANTAN EQUAL LEG 8PACNG PER lNT
8Y81EM CON'IOURATION
lNT/SIZE TABLE
AC STANO LENQTH
ROOF TYPE
MAX• UNITS
MAX SURFACE
AREA PER UNIT
TOTAL SURFACE AREA
IMJElfAff-
3-UNIT SYSTEM SHOWN
IEAM MAY EXTIN> 12" MAX. FROM 11m Lal
falEI.IIIIBIIIAX.41"~Mr
3 FT
ALL
1
8 SF
8 SF
8 FT 8 FT
AU. ALL
2 3
8 SF 8 SF
18 8F 27 SF
12 PT 115 FT 18 FT
AU. AU. AU.
4 6 8
8 8f 9 SF 9 SF
38 81 415 SF MSF ,,,,,111111,,,,
~
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11£YlSIOtt5
TYPICAL BASE PLATE CONNECTIONS
TO SLAB ON GRADE ~----·-------TO STD. WEIGHT CONCRETE TO WOOD BEAM/TRUSS
OPTIONAL•
-------ti
FASTEN!::~
.,
. _,_
"
(4) 114• DIA. HEX-HEAD
TAP-CONS WITH 1-112•
~
1EMBED ··-·-·--···
"
FASTENERS,
(4) 1/4• HILTI 'KWIK
BOLT 11• W/ 2•
EMBED OR (4) 1/4•
DIA. RAWL
MUSHROOM HEAD
SPIKES W/ 1-1/4•
EMBED •
MIN. ANCHOR
SPACING SHALL BE
2,5•
MIN. EDGE DISTANCE
SHALL BE 3.0•
I og LJ_., ___ 1
(2) 3/S• LAG SCREWS W/ 3-1/2• EMBE
INTO BEAM/TRUSS CTYP. EACH BASE
PLATE>
PRE-DRILL FOR LAGS
FASTENERS,
(4) 3/8' LAG SCREWS W / 2-1/2• MIN.
EMBED INTO TRUSS/BEAM <TYP. EACH
BASE PLATE)
MIN. ANCHOR SPAClt!~•__,2=.5,._• ___ ___.
.... _.,.,11,,._ Mrul#f.-l,.;.-=---=---
------------------------..---MIN EDGE DISTANCE, 1 o•
TYPICAL CONNECTION TO STEEL JOIST
---~---
FASTENERS,
(4) HIL Tl MODEL •EDS22P10 x
3/4• LG POWER DRIVEN
FASTENERS (TYP. AT EA BASE
PLATE)
r 'f<OVll)L /11-r ,LC Di"ACt
WllkN IILN", 1.01\D l!l IOC/\lc.D
BETUHN PANrl f'OIN!f1
1-!AVE ENGNEER Cf l'lECOl<D
SIZE REINFOl<CEMENT
Cf STEEL BAR JOIST
Ai'¥il l-'. W J0!5T HF.I [;
SEE FLAN FOR JOIST
SIZE AND SFACING.
(TYf'J
OF!IIONAL,
(4) •14 HEX HEAD
SELF TAPPING TEK
SCREWS
·HAVE El«:,INEER OF RECORD
SIZE REN'ORCEMENT
OF STEEL 6AR JOIST
PROVIDE ANGLE 6RACE ~EN
TOP CHOr.t> LOAD IS LOACTED
l;ll;TUEEN PANEL POINTS.
STEEL JOIST REINFORCING DETAIL
SCALE, NDtE
JOIST STIFFENER REQUIREMENTS ---··---~--··f 1---•--~ ··-·-·-_1
.---·-· ... .J:.....~~-=:.:I --·--7
-,,..,.._-._ ·-·--·1-r·---~--
-, ~ /
---_, IAVI' l't.' ,INl.l:t-: (~-1-:l'Co,-,J"J
WE l':!:INIOl'l".:t.Ml:NI
-··'--·---:.--: :~ ·--~· :jl!=ld. l)A"' ;ot~jr
won:.
t VHllrY ALL DIM'S AN> DETAILS W/MECH CONTRACTOR llEl'"OHE
FABHICAllON. I "'"~ 1,~-· ~·· I 1<111"1: 5(~;EPULt
1Nr"911!T Nll!LEIIZt; ----------------·
G • 17ti lB8 l.lllll 1111 -------·-··-----·-•· I __ m 1!iOO LBS. _ 1.4ru114
l50I .. 3000 LB8. IJml/8 till!
3001 · 8000 lB& LedxJ/111
ROOF TOP UNIT FRAMING
,,11111111,,, ,,.._, ~ D 1-1 I ,,,,. ... ~ ..... ,;,~f/ ......... (( ,,,. .f''So-.••••, CE~e;:,.~ .... ~ ~ .. · \, .._. -.;, ~
S i No 74683 \ *i :*: : :. = : * : = :~i :~s -:.i-.. STATE OF !#/~
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,,
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...... fi"'N" oo aa~
'ta f~f ~ ~~ i 1:,
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COOIIDl'IATE WITH BlllllCIUIIAL D\IC!IIIEER PRICH
TO BTIIRTl>lll COIISTTIIJCTI()ff roll lARGEJI ROOF TOP INT&. STlllJ(:tl.llAI. f!NGl!El'R TO VEHTl'Y
THAT EXISTlll8 ROOF BTHUCTURE JS CAPABLE OF
SIPPORffiQ Tl£ EXCESSIVE rolN'r LOAD.
STEEL CHA-L OR STEH. T\JBE MAY BE suesnnnm FOH 8TEll ANGLE SIZES SHOWN
ABOVF..
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D,t; JUN ll 20u ..i_ .. .!._