HomeMy WebLinkAbout22-422614
ty of Zephyrhill
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021 1
1111! MIMI 11!11!11111! 111 !1 11 1
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BAR-00422
Issue Date: 07/1212022
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.
---------- 112
CONT:b-: PE IT OFFICE
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PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
813480-0020
City of Zephyrhills Permit Application
1-ax-813-780-0021
Building Department
Dateq;ived
Phone Contact for Permitting
�t
Owner's Name
Owner Phone Number
(;21� A 3 1124—
Owner's Address
Owner Phone Number
Fee Simple Titleholder Name
Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS
9)
C
LOT #
SUBDIVISION
PARCEL to#
IOBTAINED FROM PROPERTY
TAX NOTICE)
WORK PROPOSED
NEW CONSTR ADD/AILT SIGN
DEMOLISH
El
INSTALL REPAIR
PROPOSED USE
SFR COMM OTHER
TYPE OF CONSTRUCTION
BLOCK FRAME STEEL
DESCRIPTION OF WORK
BUILDING SIZE SCI FOOTAGE = HEIGHT [:=
BUILDING L��
ELECTRICAL 1$
=PLUMBING
=MECHANICAL
=GAS ROOFING =
FINISHED FLOOR ELEVATIONS E==
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
PROGRESS ENPRGY
VALUATION OF MECHANICAL INSTALLATION
SPECIALTY = OTHER
FLOOD ZONE AREA =YES NO
BUILDER COMPANY
VV. R. E, C.
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SIGNATURE
4 a REGISTERED
Address
License #
ELu. YEN COMPANY 1 1 V C-4yI!
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E
REGISTERED L FEE. C RREN Y/N
_X_LN _J
Address
License#
PLUMBER
COMPANY E
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SIGNATURE
REGISTERED N FEE � R R E N Y /���
Address
License#
MECHANICAL
COMPANY E
;;;FEP�G.RRIII
SIGNATURE
REGISTERED
Address
License #
OTHER
COMPANY E
;;�IEICIRII�EN
SIGNATURE
REGISTERED I N��
Address
Lrcense#
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RESIDENTIAL
Attach (2) Plot Plans; (2) sets of Building Plans: (1) set of Energy Forms; R-O-W Pen -nit for new construction,
Minimum ten H 0) 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 A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways -needs ROW
myr sponsibility 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 'V" 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 pr ssional 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 a act a jacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permltj�sued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an eingineered drainage plan is required.
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JACQUEUM, 80GES
Commission # GG2, 76457 NotarylublicLary Public
�emMb,-( 'a
Name of Notary typed, printed or stamped
INSTR#2022117121 OR BK PG3223 Page 1 of 1
05/25/2022 10:56 AM Ropt: 2460379 Rec: 10,00 DS: 0.00 IT: 0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
Permit No. Parcel ID No A - 4 4- 11 w V% J 0 — 4),o— 1
State of County of
THE UNDERSIGNED hereby gives notice that improvement will be mane to certain real property, and In accordance with Chapter 713. Florida Statutes,
the totiowing information Is provided In this Notice of Commencement:
1. Description of Property: Parcel Identification No.
Street Address:,
2. General Description of Improvement
3. Owner Information or Leases Information if the Lessee contracted for the improvement:
Address State
IrRarast in Property;
Name of Fee Simple Titleholder:
(if different from Owner fisted above)
*
,......
Address. City Sdato
* d
4. Contractor:
Name
Address City. State
Contractor's Telephone No.:
5. Surety:
Name
* a'
Address City
Amount of Bond: $ Telephone No.:
.¢.
8. Lender.
Name
Address City State
Lender's Telephone No.:
gt
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713.13(1)ja)(7), Florida Statutes:.
ty,}
Name.
va a> 0
a E
Address City State
0 � Fo
Telephone Number of Designated Parson:
8, In addition to himself, the owner designates of
.. "
to race" a copy of the Lienor's Notice as provided in Section 713.13(1 Kb), Florida Statutes.
Telephone Number of Person or Entity Designated try Owner.
9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the
-. Q Q 0
contractor, but will be one year from the date of recording unless a different data Is specifred).
,0= p
WARNING TO OWNER; ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER PART SECTION
..
d1 co
713, 1, 713,13, FLORIDA STATUTES,
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT
AND CAN
MUST BE
11J. ct co q
0 0 0 E
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION; IF YOU INTEND TO OBTAIN FINANCING,
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
CONSULT
p h tJ
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Under penalty o4 perjury, 1 declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the treat
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gry ;d„ q1 $
of my knowledge and begot.
STATE OF FLORIDA
C-
M
COUNTY OF PASCO
Signs of Otvmor or Lea , ew Owner's or Lessee`s Authorized.....
Of r0ractor7PartnertManager
Signatory's T flW0ffr-
The foregoing Instrument was acknoMedged before me thay of , 20 by '"
as (type of authority, e.g., officer, trustee, attorney in fact) for
(na on behalf of om "" m .ant was o acuted).
Personally Known C QR Produce Identification Notary Sig ura
Type of Identification Produced Name (Print),,,,,
wpdata@cs)noticeC ommencoment-pct}83Q48
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DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS
1. THE 2020 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16
STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD,
2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES,
PART 1-A OF THE ALUMINUM DESIGN MANUAL PREPARED BY
THE ALUMINUM ASSOCIATION, INC, WASHINGTON D.C. 2005 ED,
3. ASCE 7-16 & SE17
4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
5, AC1318 CONCRETE REFERENCE MANUAL.
WIND LOADS
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
1604.5: RISK CATEGORY 1,
2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS
REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE
1609.3.1 EQUIVALENT BASIC WIND SPEED: 130
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C
3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS)
VULT = 130 MPH & EXPOSURE = C
FOR 20 X 20 X 0.013' MESH SCREEN
HORIZONTAL PRESSURES ON WINDWARD SURFACES =
32 PSF
HORIZONTAL PRESSURES ON LEEWARD SURFACES =
26 PSF
VERTICAL PRESSURES ON SCREEN SURFACES =
9 PSF
VERTICAL PRESSURES ON SOLID SURFACES =
27 PSF
FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR = :88
FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR = 6
FOUNDATION DESIGN
FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED
CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN
SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING
& OTHER DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER
CONCRETE SLAB MINIMUM 8"x8" W/ (1) #5 BAR TO BE VERIFIED BY
CONTRACTOR, SEE TYPICAL FOOTING DETAILS FOR NEW FOOTING
DESIGN MINIMUM REQUIREMENTS.
MISCELLANEOUS
1, SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS,
2, ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME,
IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH
WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.
FASTENER SPECIFICATIONS
1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS
OR BETTER, INSTALLED TO MFG. SPECIFICATIONS)
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS,
3, WHERE WOOD DECK IS PRESENT USE 1 /4" X 3-1/2" GALV. LAG
SCREWS IN LIEU OF MASONRY ANCHORS, UNLESS OTHERWISE
SPECIFIED,
4, 1"X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST
A, FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED
1 /4" X 2-3/4" TAPCONS OR EQUAL AT 24' O.C. AND 6" FROM ENDS
B. FOR WOOD APPLICATION USE # 14 X 2-3/4" WOOD SCREW AT
24' O.C. AND 6" FROM ENDS.
C. FOR ALUMINUM APPLICATION USE # 10 X 1-1 /2" SMS OR TEK
SCREW AT 24" O.C, AND 6" FROM ENDS
D. WHERE I"X2" INSTALLED THROUGHOUT AN "OPEN VIEW'
SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS
RESPONSIBILITIES
1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL
BE NOTIFIED OF ANY DISCREPANCIES.
2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION,
THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION
HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH
THE ATTACHED DETAILS.
3, FOR"PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN
ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE"
FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED
IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE
EXISTING SCREEN ENCLOSURE 15 STRUCTURALLY SOUND.
4, CONTRACTOR TO PROVIDE NOA'S & INSTALL ALL MATERIALS
AS PER MANUFACTURER'S SPECIFICATIONS,
5, INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
STRUCTURE,
SHEET NO. DRAWING INDEX
-- - ---.-. --.
S/01 GENERAL DOGES
S/02 PLAN/ ELEVATIONS
S/03 DETAILS
I S/04 DETAILS
------------
ALL WORMSHALL Cam}MP ,f' W, ` R v�A�,,LING
"ODES FLORIDA BUILDING CODE.,NiMrJONAL ELECTRIC CODE,
rati te N CES
!F
02=1011MMAN fEmEafflarmlEl
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: Z x2`x0.044"
2 x 3: Z x3x0.050"
2 x 4: Z x4x0.050'
2 x 5: 2" x5` x0.059
OPEN BACK SECTIONS
1 x2: 1"x2"x0,044"
1 x 3: 1 "x3" x0.045"
SNAP SECTIONS
2 x 2 SNAP: 2" x2" x0.045"
2 x 3 SNAP: Z x3" x0.050"
2 x 4 SNAP: 2" x4"x0.045"
SELF MATING (SMB)
2 x 4 SMB: 2" x4"x0.044"x0,100"
2 x 5 SMB: 2"x5'x0.050"x0.100"
2 x 6 SMB: 2 x6'x0,050" x0,129'
2 x 7 SMB: 2"x7'x0.057x0.120"
2 x 8 SMB: 2"x8" x0.072"x0.124"
2 x 9 SMB: Z x9" x0.082"x0.124"
2 x 10 SMB: Z'xI0'x0.092"x0.398"
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RESIDENCE
---1 OST 12" cQj[flFASCIA MOUNT1
3" X °024" X 1LB
COMPOSITE PANELS t
L
3003-1--1154 C
1f4"-14 SLOPE (MIN.)
(FL°# 7561.1-R5)
2X4SMB X 244-W
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00 c �I
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2X2 TYP.
1X2 TYP.
ALUMINUM SPECIFICATIONS
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE NOTED.
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
# 12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER.
# 10 SCREW 6'FROM ENDS & 12" CENTER TO CENETER.
3. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0 024
INCHES.
4. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
WIND SPEEDS EXCEED 75 MPH PER FBC.
5. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
6, 1 "X2" & i "X3" NON STRUCTURAL MEMBERS MAY BE USED
INTERCHANGEABLY,
7. DOOR LOCATION MAY BE DETERMINED/ RELOCATED BY
CONTRACTOR IN THE FIELD,
8. INSULATED PANEL OVERHANG PER PRODUCT APPROVAL
36" (MAX.) AT FRONT, 25% OF LAST PANEL WIDTH ALONG
SIDES, TYP.
ii___L2X6SMB X 9R-f
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HOUSE 1 lALL/l///
3X3 POST
OUSE WALL/,r
--711X2
2X3 <
4
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1X2
1 024 FLASHING SEALED TO
WALL (TYP-)
ALL
# 14XI /2'S.MLS, VIS INTEGRAL 3140 WASHER AND
0 C>
NEOPRENE GASKET @ I Z'O.C_ TOP & BOTTOM.
0- IF CLEARANCE PROHIBITS INSTALLATION OF TOP
7
0
FASTENERS USE #l4x4'S.M,.S. W/ 1-114'0 FENDER
C>
WASHER AND NEOPRENE GASKET @ 12'O.C.
{3} PER PAN FOR PANS
EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR
R RECEIVING CHANNEL (0.0421"MIN. THICKNESS)
WITH MIN. I- I /2'BEARING LEG.
HOST STRUCTURE 14 0 x 2- /2: LONG WOOD LAG SCREW OR
MASONRY OR WOOD 114 0 x 2-i 14 LONG MASONRY ANCHORS
@ 24'O.C. MAX.
ROOF PANEL ATTACHMENT - MASONRY
SCALE: N.T.S.
EXISTINGRAFTER
ORTRUSS
# 1 4x 1 /Z'S,E4.& W1 INTEGRAL
0 c WASHER AND NEOPRENE GASKET3/4FO
@ 12'O.C., TOP & BOTTOM
L
{311 PER PAN FOR PANS
EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL f0.044'lA1N. THICKNESS)
SECURE FASCIA TWITH MIN, 1-1/2"BEARING LEG,
IEACH
RAFTER TAIL AV � I 11 114 0 x 4'
LONG PAN HEAD LAG SCREWS (1) 114" 0 A ZLAG SCREW 4 24'0.C.
BEFORE ATTACHING REC. CHANNEL ENTIRE LENGTH OF RECEIVING CHANNEL
ROOF PANEL ATTACHMENT - WOOD FRAME
SCALE: N.T.S.
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL wl(4) #10A.75'
INTO GIRT OR PURLIN & (2) #1 4x.75'
INTO BEAM OR UPRIGHT 11.062 ANGLE
(4) #IOXI-1/2'SMS INTO CLIPS MAYBE USED
SCREW BOSSES
PURLIN
MEMBER
UPRIGHT, BEAM -SNAP,
SELF MATING, OR HOLLOW
DETAIL "C" - GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE- NTS
1/6AnZ'x ANGLE --,/A---, SELF -MATING OR
SNAP SECTION TYP_
5032 H-32 ANGLE
{2) - #12 SMS INTO COLUMN - F'xZO.B. BASE PLATE-TYP.
I/4'MASONRY ANCHOR EACH
ANGLE - EACH SIDE COL.
1-1/4'MIN. CONC.
o
HOREMBEDMENT
AN
I L
2-114* MiN. CONIC 2' MIN. INCREASE DISTANCE
AZOR EMBEDMENT WHEN GREATER THAN 2)(4
SECONDARY ANGLE
UPRIGHT IS USED
3000PSI CONC.
SLAB/ FTG.
6x6-I0xI 0 WWM
OR FIBERMESH SIDE VIEW
I CT' MASONRY ANCHOR
AT EACH ANGLE (2) - #12 SIMS
�1/4"TAPCON XL (RED HEAD MFG. OR EQUAL)
2-1/4 MIN. CONIC. I 2 Rv I AS BASE
ANCHOR EMBEDMENT 2 @ SLAB fBEYOND)
SECONDARY ANGLE
S— I 'A2'BASE PLATE ANCHORED
TO CONIC wl 1/4'MASONRY
ANCHOR 6" MAX EACH SIDE
OF POST AND 24'O,C. MAX
1-1 /4" CONIC. EMBEDMENT TYR.
3000 PSI CONC. 6"
I NOTE
SLAB/ FIG. WHERE PAVERS ARE PRESENT USE 5/16"
TAPCON XL REDHEAD MFG.) MASONRY
6x6-1 OR 10 WWM FRONT VIEW ANCHORS TO PENETRATE UNDERLYING
OR FIBERMESH CONCRETE FOOTING 2-114" (MIN.)
DETAIL "B" - 2"x4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: NTS
ANCHORING UPRIGHT TO FOUNDATION NOTES:
I ,- IF PAVERS ARE PRESENT, CONCRETE ANCHORS SHALL PENETRATE INTO FOOTING 2-1/4" MIN, (TYP.)
2,- WHEN FASTENING TO WOOD USE 1/4!'GALV, LAG SCREW IN LIEU OF CONIC. ANCHORS AND ENSURE
2-1/4!'MIN, PENETRATION INTO STRUCTURAL FRAMING BENEATH (TYP,)
3,- NO SECONDARY ANGLE REQUIRED FOR 2X3 UPRIGHTS OR DOOR JAMBS.
(ENSURE 2-1/4!'MASONRY ANCHOR EMBEDMENT @ UPRIGHT LOCATIONS TYP.)
ROOF PER PLAN
#I 4x4",5'or 7" S.M.S.
wl'-114'0 FENDER WASHER
AND NEO-PRENE GASKET @ 12'O.C.
# 12 X 9116'WI 5/W NEO-WASHER
(3) PER PAN FOR PANS
COVER END OF PANEL
3'X 2" X,05a'MIN,
(SEE PLAN)
ROOF PANEL TO CARRIER BEAM
CONNECTION SCALE: N.T.S.
OPTION # I FASTEN TOP OF HEADER TO INTERSECTING
MEMBER w/ (4) #10 SIMS {INTERNAL) 2" MIN,
INTO SCREW BOSS OF INTERSECTING MEMBER
EDGE BEAM PER PLAN
OPTION #2
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL wl(4) # lOx.75'
INTO COLUMN & (2) # l4x.75�
COL. PER INTO EDGE BEAM ('0.062 ANGLE
PLAN ii COL. PER PLAN ii ji CLIPS MAYBE USED)
�II II
)II it
III II it II
2X3/ 2X4 COL. TO 2X3/ 2X4 EDGE BEAM CONNECTION
SCALE: N.T.S.
#14x4` S,M S, wl 1-1/4' 0 =ENDER WASHER
AND NEO-PRVNE GASKET@ 12" C.C.
AX2"X1,N` ANGLE ITT TO
FIT
- i
W/ (3 111 A,, 7�EAIII LEG ANGLE CUT TO FIT #14x4` S.M.S, K 1-1/4" 0 FENDER WASHER
EACH SIDE OF UPRIGHT ryp. AND NEO' PRENE GASKET @ 24" O.C.
A/012x"75'@ I" SPACING MAX.
(4) PER LEG (MINTYE, .) EACH SIDE FOR NON-LOADBEARING WALLS
ALTERNATELY CLIPS MAYBE USED
UPRIGHT PER PLAN
ALUMINUM IM"E'RNAL OR CRT. EPINAL
RECEIVING CHANNEL A4) #10x.75'
INTO GIRT OR PURLIN 1, (2) #14,75'
INTO REAM OR UPRIGHT 0.062 ANGLE
CLIPS MAYBE USED
�NGt.E PEON I RED ONE 11.1 ON 11
AT CORNER AND DOOR OPEN INGS
SEE UPRIGHT TO DECK 1/4' OW. rAPCON 6`FROM ENDS
CONNECTION DETAIL 24" 0,C. MAX 1 1/4" EMBEDMENT
INTO UNDERLYING CONC,
SIDE WALL UPRIGHT
PER PLAN
(4) #10x2" EMS INTO
SCREW BOSSES
WHERE KICK PLATE IS INDICATED
FASTEN AA 910 X 9/16" EMS
6' FROM, CORNERS 18" IN FIELD
OR FASTEN WE ft8 A 9/16- SMS
2" FROM CORNERS 8" IN FIELD
1/4'D. TAD IAPGON 6" FROM ENS
24"
O.C.MAX
A1-1/4' ENABEDMEI'4I
INTO UNDERLYING CONC.
0
IS) #10,,2'SMS INTO
SCREW BOSS'SOR
CLIPS MAY BE USED
FOUNDATION PER PLAN
SCREEN ROOM END WALL DETAIL SCALE: N.T.S.
—CARRIER BEAM
(SEE PAGE-2
FOR SIZE)
(2) 3/8!" DIA. MACHINE
BOLTS THRU CARRIER
BEAM & POST
Im
CARRIER BEAM
(SEE PAGE-2
FOR SIZE)
3/9DIA. MACHINE
,LTS THRU CARRIER
xM & POST
li c / a',. - _/ '-'/.v "' EO-PRENE GASKET 4 12' O.C,
a/l 6" W/ 5/8:'NEOWASHER
PAN FOR PANS
COVER END OF PANEL
CARRIER BEAM
(SEE PAGE-2
FOR SIZE)
3/6'DIA. MACHINE
LTS THRU CARRIER
\M & POST
PTiONAL EXTRUDED GUTTER IS
(ACHED TO 3" INSULATED ROOF
#1 2xl" 6" FROM ENDS 24'O.C.
BEAM TO POST CONNECTION BEAM TO POST CONNECTION POST TO CARRIER BEAM
OPTION #1 SCALE: N.T.S. OPTION #2 SCALE: N.T.S. CONNECTION SCALE: N.T.S.
(4) 114" DIA. FAPCON
THRU BOTTOM LEG OF
ANGLE 2-114"fMINJ
INTO UNDERLYING CONIC.
(2) 3/9'.10A. MACHINE —
BOLTS w/ WASHERS
3-3/4" FROM EDGE ---
OF SLAB/ FTG.
MAY USE (3) #1 2-14x] TEK TOP VIEW
IN LIEU OF THRUBOLTS
IS) 3/9DIA MACHINE
BOLTS w/ WASHERS
(4) 114CIA. TAPCON
THRU BOTTOM LEG OF
ANGLE 2- 1 /4" (MIN.)
INTO UNDERLYING CONC
(2) 3/9" DIA, LDT'S
THRU BOTTOM LEG OF IS) 3/8" DIA. MACHINE
ANGLE 2-1/4" (MIN) BOLTS WASHERS
INTO UNDERLYING CONC.
0
I 2'FROM EDGE
3-3/4" FROM EDO
OF SLAB/ FTG.
OF SLAB/ FG.
TOP VIEW
(2) 3/8' DIA. MACHINE
3X3, POST
PER PLAN
BOLISW/VIJASHERS
3x3'POST
(SEE PAGE-2
(2) 3/9'DIA. LOTS
FOR SIZE)
— Azx3l
/a
LENGTH) ANGLE
THRU BOTTOM LEG OF
ANGLE 2-1/4!'IMIN.)
MAY USE (3) #1 2-14x I" TEK
(I
(INTERNAL)
INTO UNDERLYING C
CONC.
IN LIEU OF THRUBOLTS
3"A3'x0.125 ANGLE
3000 PSI COLIC. 3000 PSI CONC.
SLAB/ FTG. SLAB/ FTG.
6x6- I Ox 10 WWM 6x6-I0x10wWM
OR FIBERMESH OR FIBERMESH
FRONT VIEW
3"x3" POST CONNECTION DETAIL
(INTERNAL BASE) SCALE: N.T.S.
2"X2X I /9` ANGLE W/
(4) - #12 SMIS INTO COLUMN
1) - 3/9" MASONRY ANCHOR EACH
ANGLE W/ 2-1/4" EMBEDMENT
EACH SIDE COL. TYP.
3-3/4" FROM EDGE
OF SLAB/ FTG.
3'xa'POST
(SEE SHEET-02
FOR SIZE)
2'X2"XI /8!'ANGLE W1
(4) - # 12 SMS INTO COLUMN
(1) - 3/6" MASONRY ANCHOR EACH
ANGLE W/ 2-1/4'EMBEDMENT
EACH SIDE COL. TYP.
3000 PSI CONC.
SLAB/ FTC.
FRONT VIEW 6x6-1 Ox 10 WWM
OR FIBERMESH
YxY POST CONNECTION DETAIL
colawom
2X2-X.125" ANGLE W/
#1 4x3/4'THRU ANGLE LEG
INTO BEAM EA. SIDE TYP.
SEE TABLE FOR QUANTITY
C14
4:5
- CIAJI
co
LL
0
LLJ
CL
co
0
0
0
z
0
LU
uj
rl
FASTENER NOTES:
MAINTAIN I /Z'SEPARATION BETWEEN FASTENERS.
MAINTAIN 3/9'MIN, FASTENER SEPARATION FROM EDGE.
FASTENERS MAY BE STAGGERED TO ENSURE PROPER
QUANTITY PERMITTED (PATTERN MAY APPEAR DIFFERENT
FROM ILUSTRATION)
BEAM TO WALL w/ I /9'APER LEG TO WALLNGLE TABLE
Z'X2'X. I 25'ANGLE W/
(3) 114" X 2-1/4" TAPCONS @ 2'o.c. QUAN HTY/ SIZE BEAM I QUANTITY ANCHOR
THRU ANGLE LEG INTO HOST WALL BEAM SIZE
PER LEG TO
TOP VIEW --------------
2X4 (4) # 12 - (2) # 16 I (2) 1/4:'TA
2X5 (5) #12 - (3) #16 (2) 1/4" TAPCON
BEAM
f PER PLAN I (2X7SMB ILLUSTRATED) 2X6 (5) #12- (3) #16 (3) 1/4" TAPCON
ZXZX,125ANGLE W1 2X7 (6) #14 - (4) #16 (3) 114" TAPCON
# 14x3/4" THRU ANGLE LEG
EA. SIDE TYP. 2X8 (7) # 14 - (4) # I 6t�(4) 1"/�4TAPCON
INTO BEAM
SEE TABLE FOR QUANTITY
L
2X9 (8) #14- (5) #16 (4) 1/4'TAPCON
----------- ------- --
LI 2X2'X.I25'ANGLEW/ 2XI0 (9) # 14 - (6) # 16 (5) 1/4- TAPCON
f3) 114'X 2-1 /4" TAPCONS @ 2'o.c.
THRU ANGLE LEG INTO HOST WALL
SIDE VIEW
BEAM TO HOST WALL CONNECTION
SCALE: N.T.S.
1'5x2* BASE PLATE E ANCHORED
TO CONC W/ I/4'MASONRY
ANCHOR 6' MAX EACH SIDE
OF POST AND 24'O.C, MAX
1-1 14" CONC. EMBEDMENT TYP_
FOR WOOD APPLICATION IN
LIEU OF MASONRY ANCHORS
USE: I IN'X S'GALV. LAGS
I 'A2'BASE PLATE ANCHORED
TO CONC wl 1/4'MASONRY
ANCHOR 6" MAX EACH SIDE
OF POST AND 24" O.C. MAX
1-1/4" CONC. EMBEDMENT TYP.
2'X2'X I /6'ANGLE W/
(4) - # 12 SIMS INTO COLUMN
(T) - 3/9" MASONRY ANCHOR EACH
ANGLE W/2-1/4* EMBEDMENT
EACH SIDE COL. TYP.
I X2'BASE PLATE ANCHORED
TO CONC wl 1/4!'MASONRY
ANCHOR 6' MAX EACH SIDE
OF POST AND 24"O.C. MAX
1-1/4!'CONC. EMBEDMENT TYP.
3-3/4" FROM EDGE
- I I -- , 4 15 OF " I � -1 1 - I '.1 -
_
I I
ry
FRONT VIEW
3X3 POST CONNECTION DETAIL
SCALE: NTS
ffl��
IN
CORNER POST TOP VIEW
3X3 CORNER POST CONNECTION DETAI
SCALE: NTS
AS BUILT SURVEY (FI AU
WITH SELECTIVE SPOT ELEVATIONS
LOT 175
HIDDEN RIVER PHASE 2
1
PASCO COUNTY, FLORIDA. ;fin n� � t<s �«
}?pn'
v" ar
E-00.0' = EXISTING GRADE
PREPARES) FOR & CERTIFIED TO:
LENNAR TITLE, INC. FORMERLY KNOWN AS
CALATLANTIC TITLE, INC.
NORTH AMERICAN TITLE INSURANCE CO.
LENNAR MORTGAGE, LLC
JONATHAN MITCHELL WAINWRIGHT AGUILERA
PCP(P)
RADIUS
POINT
N 85'13'36" W
CD ........ . .... . 63.00' ... .
LY70N HALL
DRIVE
(PRIVATE R/W VARIES)
(TRACT B)
�i
m
�G'
• GO
5
FLOOD ZONE REVISED PER
LETTER OF MAP REVISION
CASE No.. 20-0A-2639A
DATED: APRIL. 30, 2020
DESCRIPTION:
LOT 175, MAP OR PLAT ENTITLED "HIDDEN RIVER PHASE 2",
AS RECORDED IN PLAT BOOK 79, PAGES 102 THROUGH 110,
OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
gCfAMUS����111�ARINGGEARING3,00 5 22'3955 Oq N 22`5f'02" E 36'09'16" P&M
SEC. 25 TWP. 26 S. RNG, 21 E.
WEST BOUNDARY OF SUBJECT PLAT BEING N 00'23'02" E
THIS SURVEY IS SUBJECT TO ANY FACTS THAT
MAY BE DISCLOSED BY A FULL AND ACCURATE
TITLE SEARCH. ALSO SUBJECT TO SETBACKS,
� T
j
EASEMENTS AND RESTRICTIONS OF RECORD.
UNDERGROUND FOOTER, STEM WALL, AND
UNDERGROUND UTILITIES ARE NOT LOCATED OR
o
SHOWN.
DO NOT SCALE THIS PRINT. DIMENSIONS AND
NOTES TAKE PREFERENCE,
STRUCTURE TIES SHOWN HEREON DENOTES
MEASUREMENT FROM FORM BOARDS/FOUNDATION
v
TO PROPERTY LINE,
PURPOSE OF SURVEY; TO OBTAIN HORIZONTAL
AND/OR VERTICAL DIMENSIONAL DATA TO SHOW
CONSTRUCTION IMPROVEMENTS.
* = 10' PUBLIC UTILITY EASEMENT
PLAT I
LOT 176 BOUNDARY
try �w
(Ur N .—
�O.
(P&M) 110,00, h Aye
W
N;
Cr1 g.3'
Q
` PILOT 175
TRACT "C"
DRAINAGE EASEMENT
HIDDEN RIVER PHASE ONE A
(PLAT BOOK 74, PAGES 101-121)
LOWEST FLOOR ELEVATIONS:
LIVING AREA: 73,70`
GARAGE AREA: 73.15'
ELEVATIONS REFERENCED TO
NATIONAL GEODETIC VERTICAL
DATUM OF 1929. MEAN SEA
LEVEL= 00.00 FT,
FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 12101 C 0458 F EFFECTIVE DATE: 09 26 2014
Square Feet: 8135.24 LENNAR HOMES
(C) = CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, q= CENTERLINE, A/C= AIR CONDITIONER, ALF= ,ALUMINUM FENCE, APU=
APPARENT PHYSICAL USE, BFE= BASE FLOOD ELEVATION, COV.= COVERED, CONC.= CONCRETE, C/S= CONCRETE SLAB, COR.= CORNER, CLF= CHAIN LINK FENCE,
E/P= EDGE OF PAVEMENT, F/C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD, FN&D= FOUND NAIL & DISK,
FPIP= FOUND PINCHED IRON PIPE, MAS.- MASONRY, NCF= NO CORNER FOUND OR SET, OR- OFFICIAL RECORD BOOK, PB= PLATBOOK, PCP= PERMANENT CONTROL
POINT, PRM= PERMANENT REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR= SET 1/2" IRON ROD & CAP No.4493, SN&D= SET NAIL & DISK No.4493,
S W SIDEWALK TBM= TEMPORARY BENCHMARK V F= VINYL FENCE W F= WOOD FENCE, WIT,= WITNESS TYP = TYPICAL
Drawn By:
_r_ "I� �C' �1��a ��• SMS I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY
tT SURVEYORS AND MAPPERS RESPONSIBLE CHARGE AND MEETS THE APPLICABLE STANDARDS OF
911 WEST ST. PETERSBURG DRIVE Checker) By: PRACTICE FOR SURVEYS AS SET FORTH BY THE FLORIDA BOARD OF
ONE OLDSMAR, FLORIDA 34677 JRB LAND SURVEYORS IN CHAPTER 5J-17,051 THROUGH 5J-17,053,
µAY Scale: FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027
(813) 854-1276 FAX (813) 855-8370 1"=30' FLORIDA ST E S TUT
NOT VALID WITHOUT ORIGINAL SIGNATURE Date:
AND SEAL OF A FLORIDA LICENSED FINAL 4/14/21 DWB SIGNATURE ATE
SURVEYOR AND MAPPER
JOHN R. EACH
Revisions: FORM BOARD TIE IN 12/29/20 RTM, FOUNDATION TIE IN 1/28/21 JBS FpRIDA _ EG. SURVEYOR No. 2984 _ LB#4493
PROFESSIONAL SURVEYOR & MAPPER No. 6986