HomeMy WebLinkAbout21-1660 o
r ann,i,
Cityof Ze h
p Y rhills
PERMIT NUMBER
5335 Eighth Street
Zephyrhills, FL 33542 BGR-001660-2021
Phone: (813)780-0020
Fax: (813)780-0021 Issue Date: 03/08/2021
Permit Type: Building General (Residential)
Property Number Street Address
1126 210010 16500 0010 38300 5Th Avenue
Owner Information - Permit Information Contractor Information
Name: TRUSTEE CORPORATION OF THE Permit Type:Building General(Residential) Contractor: UPLIFTING AIR LLC
Class of Work:HVAC Changeout
Address: 38231 5Th Ave Building Valuation:$1.00
ZEPHYRHILLS,FL 33542-4975 Electrical Valuation:$1.00
Phone: (813)782-5574 Mechanical Valuation:$1,600.00 /^�/V ► ---�
Plumbing Valuation:$1.00
Total Valuation:$1,603.00
Total Fees:$48.00
Amount Paid:$48.00
r
Date Paid:3/8/2021 3:29:28PM
Project Description
REPLACE A/C INSTALL(6) ADD(2)STANDS ON ROOF
Application Fees
Mechanical Permit Fee $48.00
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each subsequent reinspection.
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 permit required from other governmental
entities such as water management, 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. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received
Phone Contact for Permitting —
Owner's Name CN v rG1 Owner Phone Number /� Z S _-2
Owner's Address 3 O 300 s / 1�/Z . Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address ,y
JOB ADDRESS 57 G G S 1`l V LOT#
SUBDIVISION G C J PARCEL ID# t �Q
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED R NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL =
DESCRIPTION OF WORK 77--r -e o/ 16 - GG tc
BUILDING SIZE SQ FOOTAGE HEIGHT
=BUILDING $ VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY 0 W.R.E.C.
=PLUMBING $
=MECHANICAL $ ) l G f VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING Q SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
. . . . ._.
BUILDER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
ELECTRICIAN COMPANY
SIGNATURE, REGISTERED Y/ N FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License# f
MECHANICAL 1 COMPANY v l Jq, A, t v L'.�
SIGNATURE ` REGISTERED Y/ N FEE CURREN
Address �/ �. J GNP / License# a G�
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address �� �- License#
11111111111111111111111 1111111111111111111111111111111111111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""'PROPERTY SURVEY required for all NEW construction.
. . . . . . . _. . . ._._. . . . .
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
" Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades kC Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..ne9ds ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is$2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant.is someone
other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to.commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County;and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the.regulations of other government agencies may apply to the intended work, and that it is
my responsibility to.identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department,of.Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering .
Watercourses.
- Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone W" unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area,. I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing,construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned.
WARNING TO OWNER: YOUR_FAILURE TO_RECORD-A-NOTICE-OF-COMMENCEMENT-MAYRESULT 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.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to(or affirmed)before me this Subscribed and sworn to(or affirmed)before me this
by by
Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced
as identification. as identification.
Notary Public Notary Public
Commission No. Commission No.
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
Aluminum Roof Top AC Stand ��--
_1111.1 Alth-l"Alh �JIAP
2541 W. Dunne//on Road
Dunne//on, FL 34433
do
www.metaishop.org ui
Phone: 888-441-2492 Fax: 352-522-0007 n: °
NOTES, _ d
W
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2014
8.DESIGN AND ENGINEERING IS FOR THE METAL SHOP ROOF TOP STAND ONLY. � a��
FLORIDA BUILDING CODE,BUILDING VOLUME AND ASCE 7-2010 SEE MANUFACTURE INSTRUCTIONS AND CERTIFICATIONS FOR PROPER l
ll
MINIMUM DESIGN LOADS ON BUILDINGS AND OTHER STRUCTURES. INSTALLATION OF AC UNIT.
2.ANY CHANGE FROM THE DRAWINGS AND/OR FIELD CHANGE CONDITIONS,MUST 7.SEE MANUFACTURE INSTALLATION FOR AC CONDENSER UNIT.
BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER
80 THAT NECESSARY CHANGES CAN BE MADE AND INTENT OF THE DESIGN IS e. 8081-T8/6006-T6 ALUMINUM ALLOY CONSTRUCTION $
CARRIED OUT TO ITS FULLEST EXTENT. FOR EXTERIOR EXPOSURE APPLICATIONS. 0 �€15
S. IT IS THE RESPONSIBILITY OF INSTALLING CONTRACTOR TO 8. ROOF STAND SHALL HAVE ALL WELDED JOINTS AND J:� N N
PROVIDE ADEQUATE ANCHORAGE AND CORROSION SEAMS UNLESS OTHERWISE STATED. coga r
RESISTANT ISOLATION PADS AT THE BOTTOM OF ALL 10 WELD FILLER SHALL BE ALUMINUM ALLOY 4043 WITH � 4 w
BASE PLATES WHEN BEARING ON CONCRETE AND TENSILE STRENGTH OF 16 KSI. N
STEEL STRUCTURES. � @
4.MINIMUM DESIGN LOADS B DEAD LOADS AND LIVE LOADS IN 11. ALL ANCHOR/CONNECTION BOLTS SHALL BE IN ACCORDANCE
WITH ASTM A-307 OR A-326 F.
ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODES,CHAPTER 10. !V $
A/C UNIT 8 FRAME WITHSTANDS WIND SPEEDS UP TOj 3
100 MPH PER 2010 FBC AND ASIDE 7-10. 12. EXPANSION BOLTS AND LAG SCREWS SHALL HAVE A ���uu�uuiq
MINIMUM SPACING OF 26• AND A MINIMUM EDGE �``��QH.D•H��i,��
DISTANCE OF 1• FOR LAGS AND 3• FOR EXPANSION � r• �cENB••
6.CALCULATIONS ARE BASED ON A/C UNIT SURFACE AREA. �. ?f F�5 .,
THIS IS DETERMINED BY MULTIPLYING THE UNIT BOLTS. •
WIDTH BY THE UNIT HEIGHT, WITH THE RESULT 13. VIBRATION ISOLATOR PADS SHALL BE PROVIDED BY
BEING THE SURFACE SQUARE FOOTAGE. MAXIMUM
THE A/C CONTRACTOR 80 A8 NOT TO CAUSE =v's * mg
SIZES ALLOWED FOR THE CONDENSER STAND ARE VIBRATION TO EXISTING SUB-STRUCTURE p' STATE
ice'. •�� swims
DENOTED IN THE TABLE DEPICTED ON THE NEXT �•.F� 0 R I
PAGE. f����?•`, = x
u un• —
GKKAYUM RT-1
pA run zsis 1 s. 4
TYPICAL BASE PLATE CONNECTIONS
TO SLAB ON GRADE I_TO.STD.W.E[QHT CONCRETES TO WOOD BEAM/TRUSS
OPTIONAL• ' r
ASTEN (2) 3/8' LAG SCREWS W/ 3-1/2' EMBED
y'(4) fl4' HILTI 'KW1K INTO BEAM/TRUSS (TYP. EACH BASE
BOLT 11' W/.2' PLATE)
EMBED OR (4)' V4• PRE-DRILL FOR LAGS
DIA. RAWL
MUSHROOM HEAD =
4 SPIKES W/1-1/4•
EMBED.
MIN. ANCHOR
SPACING SHALL BE ° FASTENERS
FASTENERS! 2•b' (4) 3/8' LAG SCREWS W/ 2-1/2' MIN. 1� ,
EMBED INTO TRUSS/BEAM (TYP. EACH
(4) V4' DIA. HEX-HEAD MIN..EDGE DISTANCE R
TAP-CONS-WITH 1-1/2' SHALL BE 3.0' BASE PLATE)
MIN. ANCHOR SPACING- 2.b'
g z
TYPICAL CONNECTION TO STEEL JOIST JOIST STIFFENER RECIUIREMENTS QUl
o 0 >
tr
FASTENERS, OPTIONALI
(4) HILTI MODEL NEDS22P10 x (4) w14 HEX HEAD O
3!4• LG POWER DRIVEN SELF TAPPING TEK <WAYE80MR OF RECORDFASTENERS (TYP. AT EA BASE SCREWS EI E Nr e✓R)
PLATE) OF STEEL BAR JOIST
CONCENtRA.TED LOAD Hp a`
UM R ALGA BRACE ANGLE TO JOISWALL FIELD ON TOP CNORD OF JOIST!COORD.LPCSJ t VEgfY ALL OM AND OETAES W114EM CONTRACTOR WOW N
BETU NWG LOAD O LOCATED SEEDING SHALL BEM FANRCATIOX g
BETUEEN PANEL FONTS, AOCC7RDANCE W/SPEG'S NAVE ENGMEER OF RECORD task
SIZE REPFORCEI'tENT ROOF TOP tt6T I R".ScHm"
. OF STEEL BAR JOIST tKT WEMIT ., $ROE aka
��`+ mt'tsoo lllLL LIxaV1 tt1�.'otttit Qttrt1f/J
BIERECFO TErO =-I=t1LL, La4a ltLLRJ
•.
OF STEEL BAR JOIST LOST-f00SU1LL LOW/1 �-`-( No T<6�8 I*'•„
NAVEEIYaP1EEROF,RECORL? 9t
SEE PLAN FOR JOIST SIZE RENd-0RCEt1ENT ROOF TOP UNIT FRAMING 1
SUE AND 6PACtNG. OF STEEL BEAR JOtST _ 9 L STATE OF r,�4+:
(TYpia s a
COOMNATE WMI4 GTRUOnaE%L ENNAEAI PFIOR- `•�'"�S;c( pT. Z',,+►` u smw
PROVIDE ANGLE BRACE LINEN TO aTARTNO COIIGTRUCTgN FOR WifiFA ROOF QN H 1.•+•�'�•O�,��r�, i NLM
LS,AGD TOP� PF w,0iBETUOP MPAtE�t TTAT TN a OMAL aF sell'
aUPPORtm TTE MEmam PCNT LOAM s
STEEL JOIST REINFORCING DETAIL OTm CNAINEL OR ISTM T%1W.MAY Be tttaruTtAsLLOO RT-4
SUaaWUM FOR USEL A"S am MOWN
acmz wom ABOW= CA w mw q q
1-UNIT SYSTEM 2-UNIT SYSTEM 3-UNIT SYSTEM ,
LM V FROM eo LEGS W FROM IM LEGS tee FROM W
NSbE'LM MAX 24'APART NOW LELLS MAX 4V APART: MW LEGS MAX 4r APN f
4-UNIT SYSTEM 6-UNIT SYSTEM 0-UNIT SYSTEM
UJI
ID
LESS fr FROM EM LUMM lw FROM ERD LEQ814'FROM Eio ,y ,
19M LELS MAX 4O•APART MWE LEOS MAX 8V APARfv� OWE LM MAX W APART
AC UNIT BY OTHERS
SYSTTEM AIN ECOPFKKIRATIONQUAL LEG AGNO.F£A UNIT 0
UW/SIZE TABLE V�
AC STAND LENGTH S FT S FT 9 FT 12 FT .16 "IL1S FT
ROOF TYPE ALL ALL ALL AM' -ALL. ALL
Mm•UNITS 1 2 6 4 0 S
AREXiISURFACE UIGT
9 SF 9 SF 9 SF 9 9 SF 8 SF-
PER N
TOTAL SURFACE AREA 9 SF 17 SF 27 SF 98 OF 45 SF 54 SF 3
r� �it<<ui�Lrr+rr+ff
eur�ierac4� CHIV94.'+�q�'¢
S-UNIT SYSTEM SHOWN * No 740SS *
AhU Wr avx t!/6M WY EICIl9D t!'MAX FROIA QO.ItfL Z
RE REM PW sir av µ OR Ao NODE LEGS MAX 4r APART wa
EtSrFt✓£RS %y STATE. OF w:
aE NOW aP MR ME of M.(4)
WM(16 a)MUM UM I10J/4' ORA ed�� t V r,.`rWs AS KMW
ffi1s
sus WAM SHEET MACR SW TO �i�$�a...... .•�0��1 � ,1R1n
aawac ++t ott4ra4 �. ee��
TYPICALAC MOUNTINQ DETAIL Mawinee� RT-3
N.T.S. M .1» .,, 4
ADJUSTABLE ALUMINUM: ROOF. STAND
MOVME Ott OF THE FOLLOWM ATTACHWff AEMOOS
1 unit S St®Rl INSTALLATION INSTRUCTIONS•
USE 8/81 x 1-1/4' STAINLESS OR
COATED BOLT; NUT 8 1' WASHER
8814 W a48' WIDE-CONFORM TO LEGS S• FROM END AT:4 LOCATIONS.THROUGH UNITS.
2014 F80809.7 AND AT 24' MAX..APART BOTTOM PAN AND TOP RAIL OF
UNIT STAND.
1-1/41 X 1-1/41 X 0.0931 USE 4'METAL SHOO,.ANCHOR
CLIPS 0771 AT 4 CORNERS OF UNIT l
AND TOP RAIL•OF UNIT STAR.
Ld
al
WRAP UNIT AND TOP RAIL WITH 22
GA. HURRICANE COIL.STRAP, ® i $3
24' GALVANIZED AT 2 LOCATIONS AND _ d
MIN. BOLT STRAP TO TOP RAIL OF ci
LES STAND USING 1/4' GALVANIZED OR = a
HT. STAINLESS STEEL BOLTS, NUTS, 8 _ a
WASHERS.,
6/169 X 1-13/16 1/4• x 3/4• ST/ST TABLE 1509A G
ST/ST NUT & BOLT THUMBSCREW . ��'BELOW RAMW ROOF
MOUNTED,AECHAMCAL UMT8 I�
1•x1'xO.126• 1-1/21 x,1-1/2• WIDTH OF AAA CLEARANCE
x 0.090• MECHANICAL UMT ABOVE SURFACES O
4•x4•x3/18• < Se 14' '� era
cr✓L.
A/C STAR 24' < •W < 38• IV
TABLE
ROOF ALLOWABLE MA)(IMUM 30' < W < 48• 24••
MATERIAL BUILDM SENDHO
IE78HT TA 'WEIGIff UPLIFT WABLE u COMP. MOMENT 48' < W <60' 80'
160 MPH. PER UNIT (V !S
cONMw > eD• 48• a
DECK/ T2W 3150 LBS 2NO 88" SC& 282 FT-LBSTEEL
JOIST RAIL SECTION CLAMP SECTION BABE PLATE ,,"!" V CENB�y����i��,
WOOD DECK 7S 860 LBS 2WN 881� Q08. 205 FT-LB No 71688 =#
MAXMIM DESIGN WIND PRESSURE o
A/C STAND ATTACHED TO. MAX WM PRESSURE '
CONCRETE AR.STEEL HOST STRUCTURE SU PSF 0.ffiF O O 3pO STATE OF 0 — �
WOOD HOST STRUCTURE MAX 88URTE . 6, ,�F48 ONAL O,,` = ufom
OEDIM%VID PREII&M CALCULATED Phi • �n•
CHAPTER!Y OF ASCE T-M FOR 00 WK CATEGORY IL EXPOMM C
WiTACT THdWTAL SHOP FOR EDL'EPECM ElHifEli IQ O(ii11A�i
FOR TALLER 81TA)DT1RE0,OR 8TRCUTUEB LOCATED N EXA00UE D j.,
Aluminum Roof Top . AC Stand = "
2541 W_ Dunne//on Road
Dunne//on, FL 34433
4
www.metalshop.org Ld
Phone: 888-4412492 Fax. 352-522-0007 a
NOTES, c
4
t ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2014 a DESIGN AND EN04EEAING 18 FOR THE METAL SHOP ROOF TOP STAND ONLY. =a.
FLORIDA BULDNG CODE,BUILDING VOLUME AND ASCE 7-2010 SEE MANUFACTURE INSTRUCTIONS AND CERTIFICATIONS FOR PROPER
MINIMUM DESIGN LOADS ON BUILDINGS AND OTHER STRUCTURES. INSTALLATION OF AC UNIT. -�
I ANY CHANGE FROM THE DRAWNGS AND/OR FELD CHANGE CONDITIONS.MUST 7.SEE MANUFACTURE INSTALLATION FOR AC CONDENSER UNIT.
BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER
80 THAT RECE88ARY CHANGES CAN BE MADE AND INTENT OF THE DESIGN 18 8. 8081-T8/8005-T5 ALUMINUM,ALLOY•CONSTRUCTION
CARRIEDOUT TO ITS FULLEST EXTENT. FOR EXTERIOR EXPOSURE APPLICATIONS.
S. IT IS THE RESPONSIBILITY.OF INSTALLING CONTRACTOR TO 9. ROOF STAND SHALL HAVE ALL WELDED JOINTS AND � frC
PROVIDE ADEQUATE ANCHORAGE AND CORROSION SEAMS UNLESS OTHERWISE STET®. g MU
RESISTANT ISOLATION.PADS AT THE BOTTOM OF ALL 10.WELD FILLER SHALL BE_ALUMINUM ALLOY 4043 WITH Ax
BASE PLATES WHEN BEARING ON CONCRETE AND TENSILE.STRENGTH OF,15 K81.
STEEL STRUCTURES.
4 MINIMUM DESIGN LOADS N DEAD LOADS AND LIVE LOADS . 1t ALL ANCHOR/CONNECTION BOLTS SHALL BE IN ACCORDANCE N
WITH ASTM A-307 OR A-325 F.
ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODES,CHAPTER 18. 3
A/C UNIT 8 FRAME WITHSTANDS WIND SPEEDS UP TO EXPANSION BOLTS AND LAG SCREWS SHALL HAVE A -
180 MPH PER 2010 FBC AND ABCE 7-10. 12pMUM SPACING OF 26• AND,A MQNIMUM.EDGE
DISTANCE OF P FOR LAGS AND-3• FOR-EXPANSION ,.•`,0�, ;;�oENBF•,.�y'',
5.CALCULATIONS ARE BASED ON A/C UNIT SURFACE AREA. BOLTS. : • ,r 74608
THIS IS DETERMINED BY'MULTIPLYING THE UNIT -
WIDTH BY.THE UNIT HEIGHT. WITH THE RESULT 13;VIBRATION ISOLATOR PADS SHALL BE PROVIDED,BY '
BEND THE SURFACE SQUARE FOOTAGE. MAXIMUM THE A/C CONTRACTOR 80 AS NOT TO CAUSE -
SUES ALLOWED FOR THE CONDENSER STAND ARE VIBRATION TO EXISTING SUB-STRUCTURE 9�S STATE OR t�+: _
DENOTED IN THE TABLE DEPICTED ON THE NEXT o ONAi.o�;: ,,, '�
i fill
. ►, RT-1
a.
ADJUSTABLE ALUMINUM ROOF STAND
PROVIDE ONE OF THE FOLLOWING ATTACHMENT METHODS
1 Unit System INSTALLATION INSTRUCTIONS,
USE 3/81 x 1-1/41 STAINLESS OR
38•<W>48• WIDEo CONFORM TO LEGS e• FROM END COATED BOLT, NUT R 1• WASHER
AT 4 LOCATIONS THROUGH UNITS
2014 FBC 1509.7 AND AT 24• MAX. APART BOTTOM PAN AND TOP RAIL OF
UNIT STAND.
1-1/41 X 1-1/41 X 0.093• USE 4 'METAL SHOP' ANCHOR
CLIPS @771 AT 4 CORNERS OF UNIT
AND TOP RAIL OF UNIT STAND.
JIMWRAP UNIT AND TOP RAIL WITH 22 D-
GA. HURRICANE COIL STRAP, 6- 0
8
24• GALVANIZED AT 2 LOCATIONS AND
MIN. BOLT STRAP TO TOP RAIL OF
LEG STAND USING 1/4• GALVANIZED OR 0 uj
uj
HT. STAINLESS STEEL BOLTS, NUTS, & t GM
�I
WASHERS-- a�
5/16• X 1-13/16 1/41 x 3/41 ST/ST TABLE 1508.8.5
ST/ST NUT & BOLT THUMBSCREW CLEARANCE BELOW RAISED ROOF
MOUNTED MECHANICAL UNITS
1•x1•x0.125• 1-1/21 x 1-1/2• WIDTH OF MINIMUM CLEARANCE
4•x4•x3/16• X 0.090• MECHANICAL UNIT ABOVE SURFACES
< 24• 14•
A/C STAND REACTIONS TABLE 24• < W < 38• IV
ROOF ALLOWABLE MAXIMUM 38• < W < 48• 24• 5�
MATERIAL HEIGHT AT ALLOWABLE BENDING
WEIGHT UPLIFT COMP. MOMENT 48• < W < 00• 30•
180 MPH PER UNIT
am48•
CONK. W > 8
120' 850 LBO 2049 3819 6086 262 FT-LB j 3
DECK/ �
STEELJOIST RAIL SECTION CLAMP SECTION BASE PLATE O 'Q4,
WOOD DECK 76' 850 188 204- 881- 806- 208 FT-LB ��OQ;.• �,•�` ���'
DJW4. O =*: No
No 7888 �*
MAXONUM DESIGN WIND PRESSURE
A/C STAND ATTACHED TO MAX WIND PRESSURE 8T
9' STATE •�?
CONCRETE OR STEEL HOST STRUCTURE 828 P8F 0.Y2P 1 O O �O�ti
r•�O o e a 2°u
WO HOST STRUCTURE MAX WIND PRESSURE ��i�F�••.<,O R 1 Qp�?� J."°'m
EICLUR
70.0 PSF a• �A�i8/ONAL ,
DESIGN WIND PRESSI/E CALCULATED PER
CHAPTER 20 OF ASCE 7-2010 FOR 1110 MPS{,CATEGORY IL EIPOSLI E C RT—2
CONTACT THE METAL SHOP FOR 811E SPECIFIC E GINEE �A NG
FOR TALLER STRUCTURM OR BTRCUMiES LOCATED N MPOSURE D
a —
1-UNIT SYSTEM 2-UNIT SYSTEM 3-UNIT SYSTEM —
LEGS V FROM EMV LESS tr FROM EDD LEoe tr FROM Fan
MM LESS MAX Or MART MM LESS MAX 4S•MART FMW LESS MAX 4r MART
4-UNIT SYSTEM 5-UNIT SYSTEM 6-UNIT SYSTEM
tic)LIJ
a
LEW it FROM eW LESS W FROM Ern LESS it FROM On
MM LESS MAX 4V APART MWE LESS MAX W MART N8DE LESS MAX.W APART
AC UNIT BY OTHERS NOTE.
MAINTAIN EQUAL LEG SPACING PER UNIT
SYSTEM CONFIGURATION 0
UNIT/SIZE TABLE (A
AC STAND LENGTH 3 FT 1 S FT 9 FT 12 FT 16 FT 18 FT
ROOF TYPE ALL ALL ALL ALL ALL ALL (D
MAX • UNITS 1 2 3 4 6 8
MAX SURFACE
AREA PER UNIT 9 SF 9 SF 9 SF 9 SF 9 SF 9 SF
TOTAL SURFACE AREA 9 SF 18 SF 1 27 SFI 36 Sfl 46 SFI 64 SF 3
��ununq�
etseauFcnure ��••�0�.�%CENB�.,% �i��
$ 3-UNIT SYSTEM SHOWN * No 74eeS s.A
y BEAM MAY EXMM W MAX FROM EM LESANCHOR CLFS�
_O BE NETAc SMP m CHP ANCHOR AND MM LESS MAX 4r APART
FAME, :�s STATE OF
ONE ANCHOR CUP PER SIDE OF UNO:(I) iO•F•:�Q ..Z�C e c Rom
TOTE%i v A)AAFI ACET i�USM 114ws ro ��O��pB 0 R 1 p,••`� ..Mmm
Rau OF COUPRESSM ATTACH TODOSWC ��i TONAL• ••
Haan A/C STAND./4-/14.3/4-SELF goo voll% `
1MP6.S scacws
TYPICAL AC MOUNTING DETAIL * RT-3
N.T.S. OA A N 3016 3 v a
¢vmoxs
TYPICAL BASE PLATE CONNECTIONS
TO SLAB ON GRADE TO STD. WEIGHT CONCRETE TO WOOD BEAM/TRUSS
OPTIONAL, =
FASTENERS, (2) 3/8• LAG SCREWS W/ 3-1/2• EMBED
(4) 1/4• HILT[ •KWIK INTO BEAM/TRUSS (TYP. EACH BASE
BOLT II• W/ 2• PLATE)
EMBED OR (4) 1/4• PRE-DRILL FOR LAGS
DIA. RAWL
MUSHROOM HEAD
.. ° SPIKES W/ 1-1/4• a a.
EMBED.
° a MIN. ANCHOR °
SPACING SHALL BE a FASTENERS, ao
FASTENERS 2.5• (4) 3/8• LAG SCREWS W/ 2-1/2• MIN. uj
(4) 1/4• DIA. HEX-HEAD MIN. EDGE DISTANCE EMBED INTO TRUSS/BEAM {TYP. EACH a
SHALL BE 3.0•
TAP-CONS WITH 1-1/2• BASE PLATE) #
MIN. ANCHOR SPACING, 2.5 =
hmbhu MIN- FOGE DISTANCE • _TYPICAL CONNECTION TO STEEL JOIST JOIST STIFFENER REQUIREMENTS a Ad
- - - s - dk
VAN
FASTENERS OPTIONAL
(4) HILTI MODEL •EDS22P10 x (4) @14 HEX HEAD pp
3/4• LG POWER DRIVEN SELF TAPPING TEK WAVE ENGINEER OF RECORD y
FASTENERS (TYP. AT EA BASE SCREWS SIZE�MFORCEMENT r✓�
PLATE) OF STEEL BAR JOIST
CONCENTRATED LOAD mom +.
w
PROVIDE ANGLE BRACE ANGLE TO JOIST FIELD ON TOP CWORD OF
JOIST.(C00RD.LOC'S) t VEAFY ALL AND DETAILS W/\ECH CONTRACTOR BEFORE
RING G LOAD IS LOCATED 0.ELDMG SHALL BEM FABRICATION.
1j)
BETWEEN PANEL POINTS. ACCORDANCE N/S IMS WAVE ENGINEER OF RECORD ^ 1�
SIZE REINFORCEMENT ROOF TOP IANIT FRAME 6CWMXLE
OF STEEL BAR JOIST LUT UB6Nt AN"an
0-U6 L93 I6zt NVE ,,�tp1111pE�Q
TWAVE=';'EN0INEER
NB6-twoIB& tA:4.I(4WAVE ENGINEER OF RECORD 1w1-606D IDQ, 16id616 1 YIE8 �pSIZE REINFORCEMENT �� �' !OF STEEL BAR JOIST �'eow LK UbdeA6 NO 745M
5EE PLANFOR OF RECORDINFORCEMENT ROOF TOP UNIT FRAMINGSIZE AND SPAEL BAR JOIST i9 STATE OF •�*&JS
0i'.
(TYP) ' p �
__ i
e e oie
TOP PROVIDE
LOAD 16 LoACTED �����RUCTURE��GER ROOF ,,,,� ONAL
BE11lEEN PANEL POINTS. OF
SNORTING THE DUNFB8IVE POW LOAM �� 111tt
STEEL JOIST REINFORCING DETAIL STEEL CWRAM OR BTE&TUBE MAY BE eR«ATua RT-4
SUMMUTED FOR STEEL ANGLE BIBS SHOWN
BOMB NONE ABOVE. .41.tux sale 4 4
v _