HomeMy WebLinkAbout21-1609 City of Zephyrhills PERMIT NUMBER
A-- 5335 Eighth Street
Zephyrhills, FL 33542 BGC-001609-2021
Phone: (813) 780-0020
;• Issue Date: 03/11/2021
Fax: (813) 780-0021
Permit Type: Building General Commercial
Property Number. Street Address
11 26 21 0010 13300 0170 5254 6Th Street
Owner Information Permit Information Contractor Information
Name: RBBM ENTERPRISES LLC Permit Type:Building General(Commercial) Contractor: OWNER-
Class of Work:Shed
Address: 31103 Bridgegate Dr Building Valuation:$7,259.95
WESLEY CHAPEL,FL 33545 Electrical Valuation:
Phone: (813)919-8693 Mechanical Valuation:
Plumbing Valuation:
Total Valuation:$7,259.95
Total Fees:$114.45
Amount Paid:$114.45
Date Paid:3/11/2021 12:45:33PM
Project Description
INSTALLATION METAL SHED 20 FT X 30 FT
Application Fees
Building Plan Review Fee $38.15 Building Permit Fee $76.30
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRA OR SIGNATURE PE VIT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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CODES AND STANDARDS
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1. WIND LOADS AS PE K" R¢1iVOWRFRANEI v io.°R.cE +6G1 VASE WJL
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A.FLORIDA RESI •NTIAL$UIL G CODE 6TH EDITION(2017)WITH AN ULTIMATE DESIGN
PER M4AFPCMQ2
WIND SPEED F 150 MPH, PLOSURE C,NOMINAL DESIGN WIND SPEEDnOIW SP SL t0
OF 117 MPH, ILDING K CATEGORY I. TSNawsZRucnxu letiEa - LCC4FEDATEAG+ENDOF ��
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2. ROOF LIVE LOAD DESIGN IS 20 PSF. :Ec�wE ToTAroTo"�'F^� A mauaoa°C �no�Nr RmZZaN N ^"I
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3. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE:
A.FLORIDA BUILDING CODE 6TH EDITION(2017). - T� Am„�"� HELICAL ANCHOR 3B. CONCRETE SLAB CONNECTION (�
CONNECTION WB.BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE m
(ACI 318/2014 EDITION). 0S
NONSTRUCTURAL HEADER OR WINDOW RAIL
C.MANUAL OF STANDARD PRACTICE FOR WELDING REINFORCING STEEL, TOPOSTCONNECTIONDETNL _ _
INSERTS&CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION. SCALE:FITS ANCHOR SCHEDULE
AWS.D1.4/LATEST EDITION f ,
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D.SPECIFICATION FOR THE DESIGN,FABRICATION&ERECTION OF 36"EMBED FOR#5 REBAR J O
STRUCTURAL STEEL FOR BUILDINGS.(AMERICAN INSTITUTE OF STEEL O
CONSTRUCTION)AISC 13TH EDITION(ASD). eavP°sr °ExHsoE w
NB.esu iw. aHmw�gm "j v STRUCTURE 5 120 MPH s 130 MPH s 140 MPH s 150 MPH co
4. MATERIALS AND ASSEMBLY TEST AS FOLLOWS: r 11 M ~
uNtwElOEO uewi PWL 0'-24'WIDE 56"O.C. 56"O.C. 56"O.C. 20"O.C. `J
A.EXTERIOR WINDOWS,SLIDING AND PATIO GLASS DOORS SHALL BE TESTED Z < E U
BY AN APPROVED INDEPENDENT TESTING LABORATORY,AND SHALL BE 30'WIDE 30"O.C. 20"O.C. 16"O.C. 12"O.C. c�
LABELED WITH ANAPPROVED LABEL IDENTIFYING THE MANUFACTURER, z 9 O Q
PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT CERTIFICATION -B 40'WIDE 24"O.C. 16"O.C. 12"O.C. N/A V U
AGENCY,TESTING LABORATORY,EVALUATION ENTITY OR FLORIDA STATE WIDE - tV
J 0. O
PRODUCT APPROVAL NUMBER TO INDICATE COMPLIANCE WITH THE REQUIREMENTS 10'-0"WIDE END WALL FRAMING 0 C
OF ONE OF THE FOLLOWING SPECIFICATIONS: BOW/BASE RAIL SPLICE is.„ss„D,
CONNECTION nee�•'+A- ,J Q�
ANSI/AAMAMWWDA 101A.S.2-97 OR TAS 202 T.` TscTRAPreRs W < LL I!)
ANCHOR SCHEDULE
B.EXTERIOR DOOR ASSEMBLIES SHALL BE TESTED FOR STRUCTURAL INTEGRITY ZLL
IN ACCORDANCE WITH ASTM E330 AT A LOAD OF 1.5 TIMES THE REQIRED �.AS„ 1/2"DIA.EXPANSION BOLTS TO THICKENED I- �W"'
DESIGN PRESSURE LOAD. MRs IEAEDGE FOOTING,2 1/2"EMBED M
C.SECTIONAL GARAGE DOORS SHALL BE TESTED FOR DETERMINATION OF I ��
STRUCTURAL PERFORMANCE UNDER UNIFORM STATIC AIR PRESSURE _w �STRUCTURE <140 MPH <150 MPH O
DIFFERENCE IN ACCORDANCE WITH ANSI/DASMA 115 OR TAS 201,202 AND 203.
TL9E BO.N ALRIO(E
�� ,, roca+EciRAPieRs 0'-24'WIDE 48"O.C. 48"O.C. < -J � 0.)5. STEEL FRAMES SHALL BE SPACED NO MORE THAN 56"O.C.U.N.O.ON PLAN,ALL TUBE
STEEL SHAPE STRENGTHS ARE 46 KSI STEEL.ALL CUPS ARE 36 KSI STEEL. o _ azswsrw+ 30'WIDE 48"O.C. 48"O.C.
BCWA.fSF
6. STEEL WELD STRENGTH SHALL BE 55 KSI TYP.ALL WELDS SHALL BE 1/8"MINIMUM o amen°�A 40'WIDE 48"O.C. 36"O.C.
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FILLET WELDS.
ENBERS TP �- U
7. ANCHORING BUILDING:
18'-0"WIDE END WALL FRAMING
BOW SPLICE CONNECTION
A.BUILDING SHALL BE ATTACHED WITH HELICAL ANCHORS PER THE HELICAL ANCHOR DETAIL. - L.L (1)
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B.WHEN EMBEDDED INTO ASPHALT HELICAL ANCHORS OR 30"LONG#5 REBAR WITH A NUT METAL CONNECTOR
WELDED TO THE TOP,SHALL BE INSTALLED AT 12"ON CENTER FROM EACH SIDE AND PLATE (V
THE BALANCE 056"ON CENTER. 1
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C.WHEN PLACED ON A 4"CONCRETE SLAB,A 1/2"EXPANSION ANCHOR WITH 2-1/2"OF EMBEDMENT sEanEroPosilEAa soElxu RAEIw N
SHALL BE INSTALLED 12"FROM EACH SIDE AND THE BALANCE o 56"ON CENTER.CONCRETE SHALL Ornrn>nk wiHma 1�iY«5
m°NeoZ*w ArnmoN ROE
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BE MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. !kg v;.T g �f,
1. Mlm NOTE ATRO.LLP000ROPENNGS __
8. ALL STEEL TO STEEL FASTENERS ARE TO BE 12-14 x 1/4 HWU ULTRA-2 TCP3 CS. 1' ) OJ
2 CPPoSFETIE°OEr°T+G ON 90E ', :9, 1�.y�i{ ,)' L
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9. EACH LOCATION WHERE THE FRAME IS JOINED TOGETHER WILL HAVE 2 SCREWS ON EACH SIDE OF THE JOINT. ?��+ +x.1R.mI-"iFyfi�►„• �
POST TO NONSTRUCTURAL HEADER,BASE,
O ,— BAILOR WPiDOW RAIL CONNECTION DETAIL
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• �To OxnOE
O --m 24'-0"WIDE END WALL FRAMING
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METAL CLIP ANGLE r 40'FT MAX
WALL AND OPENING PRESSURES
COMPONENTS AND CLADDING(NASD) m
(2I225 225"16GA
HORIZONTAL }
OPENING TYPE HEIGHT WIDTH CODE TYPE MATERIAL PRESURE(PSF) END WALL -T = � BEAMS 2.5X2.5 14GA
FRAMING SCHEDULE z
WINDOW 383/8" 37" 23 SINGLE HUNG 'ALUM. +21.0/-28.1 m -END WALL MEMBER xn�zn°"°^ m 1212.25-X2.25• d
DOOR 96" 36" 5 -750 SINGLE CURTAIN STEEL +20.1/-26.3 TYP.SPACING '°a,P°si I 16GA BOW POST
VERTICAL SPAN
DOOR 96" 72" S.-750 SINGLE CURTAIN STEEL +19.2/-24.6 14 FT TO 15 FT o 3'-6"O.C.(42"O.C.) O
DOOR 96" 104" S.-750 SINGLE CURTAIN STEEL +18.6/-23.4 13 FT TO 14 FT <4-0"O.C.(48"O.C.) r '-24'-0"MAX - J °cRscE 24-0 ' O > Lt)
"C"FRAME BOW SECTION "C"FRAME LEFT SIDE FRAMING DETAIL < N
DOOR 96" 120" S.-750 SINGLE CURTAIN STEEL +18.2/-22.6 11'-6"TO 13 FT o 5'-0"O.C.(60"O.C.) _ W
DOOR 96" 144" S.-3100 SINGLE CURTAIN STEEL +18.1/-22.2 0 TO 11'-6" 0 6'-0"O.C.(72"O.C.) O c') (n
40'FT MAX D- N- J ii (n
-PROVIDE BARRIER BETWEEN ALUMINUM AND STEEL TO PREVENT CORROSION LL W Q
U Z J p J
CONNECTOR SCHEDULE V N Z
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ROOF BEAM SCHEDULE Rio "�"" rn O w O W
SPACING FROM
CONNECTION 0 LENGTH TYPE MATERIAL EA CORNER TYP.SPACING )w of
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STRUCTURE TYP.SPACING T!RGLAT _
METAL SIDING ROOF 1/4" 3/4" SELFTAPPING GALV.MTL SCREW 1-1/2" o 10"O.C. xnro.�i.O+
. BQ4 P03T - CGBRIGS
METAL SIDING WALL 1/4" 3/4" SELFTAPPING GALV.MTL SCREW 1-112" 0 10"O.C. aNc. _so DESIGN DATE: 10/01/2020
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0'-20'WIDE 2.25 X 2.25 X 16 GAUGE °d -°� REVISION 1: DATE
TUBE TO TUBE 1/4" 3/4" SELF TAPPING GALV.MTL SCREW (2)SCREWS I•, 24,-_MAX roORwE Toc+:enE PAGE
EA.TUBE 20'-24'WIDE 2.25 X 2.25 X 14 GAUGE
"C"FRAME FRONT WALL FRAMING "C"FRAME RIGHT SIDE FRAMING DETAIL REVISION 2: DATE
SCALE: NITS