HomeMy WebLinkAbout23-6797C ity of Zephyrhill s
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5335 Eighth Street
Zephyrhills, FL 33542
BAR-006797-2023
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date: 09/15/2023
=024741MIM4
Name:
Address
Phone:
35 25 21 0160 01100 0010
TRACY LEE MCCOY-WESTBROOK I Permit Type: Add/Alter (Residential)
Class of Work: Add/Alter Residential
38424 Sonnett Landing Ave 35 25
21 0160 01100 0010
FL 33540
Building Valuation: $20,700.00
Electrical Valuation: $1.00
Mechanical Valuation: $1.00
Plumbing Valuation: $1.00
Total Valuation: $20,703.00
Total Fees: $215.25
Amount Paid: $215.25
Date Paid: 9/15/2023 11:36:32AM
38424 Sonnet Landing Avenue
Contractor: KEITH REEVES
CONSTRUCTION INC ,,,",,
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REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
N7fT-T=
=-. ff T.T111r, IT-TIT4-THT-TIM
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
PE PITOFFICE"
1 V,4:j 1 :4k, IP2 JA M 0 19 M MIA 19:0114111-9 0A 91Ir&91WPjff 01(wamd-10
I R-AZ I Iffigalk
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
MarmsmNARTA win Lelia X01 IN 0
Owner's Address 138424 SONNET LANDING AVE, ZEPHYRHILLS 33 40 Owner Phone Number
Fee Simple Titleholder Name I Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 38424 SONNET LANDING AVE, ZephyKhills LOT
SUBDIVISION ZEPHYR LAKES SUBDIVIS104 PARCEL I D# 35-25-21-0160-01100-0010
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR 8ADD/ALT SIGN DEMOLISH
e INSTALL REPAIR
PROPOSED USE SFR Comm OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK Install Pool enclosure with Dart solid roof on existing concrete
BUILDING SIZE SQ FOOTAGE t HEIGHT 16' 7
BUILDING I$e
z2 C�3 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C.
0
=PLUMBING $
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING 0 SPECIALTY OTHER
FLOOD ZONE AREA FINISHED FLOOR ELEVATIONS =YES NO
BUILDER COMPANY Keith Reeves Construction, Inc.
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address 7117 Ash Street, Zeph3lhills , FL 33541 i License #
ELECTRICIAN COMPANY
SIGNATURE REGISTERED LILN FEE CURREN Y/N
Address License #
PLUMBER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address I License #
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN
Address License#
RESIDENTIAL 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,
Sanftary 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.
Min)rn4m ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sgni a Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach 'Im selsof Engineered Plans.
-.,--PROPERTY SURVEY required for all NEW construction.
:eons:
Fill out application, 6,6niripletefy'.1
Owner & Contractorsigh 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
813-780-0020 City 0fZephy[hiU8Permit Application Fa»-313--/80-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive
than Co | To � assumes �sponoi�|hy�nonmp|�mmw��unya��oU�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 tncontact the Pasco County Building Inspection Division —Licensing Section at727'84r'8O89.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions ofthe "contractor Block" vfm|w
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 tnpermitting privileges inPasco 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, aomay badue, will ueidentified at the time ofpermitting. Misfurther understood that Transportation Impact Fees arUResource 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 uepaid prior mpermit issuance. Furthermore, ifPasco County Water/Sewer Impact fees are due, they must hepaid prior
mpermit issuance maccordance with applicable Pasco County ordinances,
CONSTRUCTION LIEN LAW (Chapter 713.Florida Statutes, amumended):|fvaluation ofwork io$2.nV000ormore, |certify that |. 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'SIOuWNER'8AFFIDAVIT: |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. |certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards ofall
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that
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 tobaincompliance. Such agencies include but are not limited to:
Department ofEnvironmental Protection -Cypress Boyheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment,
' Southwest Florida Water Management Dishiot4Ne||e, Cypress Beyheada, Wetland Aneos, Altering
Watercourses.
- Army Corps ofEngineers-Saavva||s.Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-VVa||a, Wastewater Treatment,
Septic Tanks.
- USEnvironmental Protection Agehcy-4ebeetooabatement.
- Federa|AvietionAuthorih/-Runways
| understand that the following restrictions apply tnthe use offill:
- Use offill isnot allowed inFlood 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
compensatingvolume" will be submitted at time of permitting which is prepared by pnu#*soinna| engineer
licensed bythe State nfFlorida.
- If the fill material is to be used inFlood Zone ''A" in connection with e permitted building using stem wall
construction, | certify that fill will be used only tofill the area within the stem wall.
- If fill material is to be used in any area, | certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent propedion, 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 fi||, 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 inthe application. A permit issued shall be construed to be a license to proceed with the work and not as
authority toviolate, cancel, alter, orset 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.
OWNER ORAGENT
Subscribed and sworn to (or affirmed) before me this
Who is/are personally known mmeu,has/have produced
' as identification,
Commission No
Name of Notary typed, printed or stamped
bed and sworn to (or affirmeld) before me this
Who to me ----- as identification.
-Notary Public
Name of Notary typed, printed or stamped_$
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A CuctGtT 'Fod e5i wd E5 eciall For: LOT: 1 E3LOCK: 11
McCOY, TRACY 5U[30M5ION: ZEPHYR LAKES PHASE 40
RIFT ALL PROPERTY LINE 35424 SONNET LANDING AVE
NATION PRIOR TO CONSTRUCTION. W D
SIONS TO DE YEF19ED W/ OWNER ZEPHYRHILLS, FL 35540 PLAT 136OK: 54 PAGE(S).52-64
D6Y:6SM. PAGE 1 OF6 PESIGNIER-7 iJ, ;0N F0,5TE K COUNTY: PASCO
BOUNDARY & AS -BUILT SURVEY
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INSTR#2023096510OR 13KI0826 PG3087 Page I of I
()5MM23 02:50 PM Rcpt: 2588593 Rec: 10-00 DS: 0.00 IT: UO
N!kWi Alvarez-Sowles, Esq, Pasco County Clerk & Comptroller
Permit No
Tax Folio �-07
THE WDERSIGNED her gives notice that imPrOventent will be made to certain real PrOPertY, and in accordance with
Chapter 713, Florida Statute$, the following it ormation is provided in this NOTICE OF COMIWNCEMENT.
I. Description of props
a) Stmet Oob)
2, General description
Sis-tory's
The forogoinginst nt was acknowledged before me by means of physica,, preserve or Q online notari'Mtjon,
h 0
4151d"
t-Y Of 2by
wi— is M MAYMMto ey) has provided th
�17 Expiration Date:
COmnlis-coned Name OfNctary'Public
App aigble QdM Regulotion and Stgadards
1The Florida Building•Code 7th Edition 2020.
specifically Chapter 15 Structural Design, Chapter 20
Aluminum, and Chapter 23 Wood.
2. AA ASM 35 an SpecIficotions for Aluminum Structures,
Part I -A and 1-B of the Aluminum Design Manual
prepared by The Aluminum Association, Inc. Washington,
D.C.,2020 Edition
J. ASCE 7-16.
Wind Logdj
1Building Occupancy Category, Paragraph 1604.5 and
Table 16045. CqUg2ry�.
2. Basic WInd Speed Table, Table 1609 State of Florida
Debris Region & Basic Wind Speed, Paragraph 1609.3
and Table 1609J 1 Equivalent Basic Wind Speed., 140"P
V-ultimate Exposure Category, Paragraph 1609.4.3. C
3. Building Category for Aluminum Structures, FBC 7th
Edition B_J_QI.Z I. I, I Sunroom CotegQCy_L
W
1. Dead Load of 5 PSF (Mich is on Higher Side)
2. Live Load of 5 PSF (Which is on Higher Side)
J. Wind Load of 140 MPH as per ASCE 7-16
4. Load Combinations as per FBC 2020 7TH ED177ON
5. Live loads for primary structual members 300 lb. -
R2002.4 Building
6. Live loads for roof purlins 200 lb - R2002.4 Building
Sj2ecificotions
The following specifications ore applicable to this proj�--ct:
1. Aluminum extrusions shall be 6005 T5 Alloy
2. Fasteners are required to be SAE Grade 2 or better
zinc plated
3 #10 screws 6" from ends and 24" center to center.
4. Door location shall be determined by contractor in the
field.
5. Ali Screen - Type 18x14 (TYP.)
AF&'2X7FMW2WJFA
I -- I -
VUL T rv- Design Wind Speed) -
I
VULT - (Ultimate Design Wind Speed)
K,R. CONSTRUC770N, LLC
CRC #042498
7117 ASH ST
ZEPHYRHILLS, FL 33541
813-997-1410
10'
5
7
2x2
1 28'
2x5
TYP,
2x3—
L9,
HOUSE
SCALE 118" = 1�-O"
M
3 2x5 2
9> TYR 2x2
RAM A. GOEL, P.E.(#47431)
CORY LAKE PROFESSIONAL CENTER
10329 CROSS CREEK BLVD S TE P
TAMPA, FL J3647
PH# 715-781-1822
MCCOY
38424 SONNET LANDING AVE
ZEPHYRHILLS, FL
10'
M
222,,o�';
R
1
5'
7'
i —
2x2
I
2x5
TYR
—2x3
AIL i V"-)PK
CODP,S;:, ' SHALL
�-LORlf)A SC110, r"4"-,,y WIN
ANA'r10NEALc"—ir,t'-" CJILCD"'0'1S
of eC0O�E!"'NEV/ilLiNfQ
ZEPHM',
HILLS
I HEREBY CERTIFY 77-IAT I HAVE REWEWED
AND SUPERWSED THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE WTH
CHAPTER 3, SEC770N R301.21 OF THE
FB.C. 2020 RESIDEN77AL 7th ED177ON
RAM A. GOEL, P.E.(#47431)
SONEY FV LLC, CA#9746
CORY LAKE PROFESSIONAL CENTER [—A
I0329 CROSS CREEK BLVD. STE P
TAMPA, FL 33647 PLAN
Ph. # 715-781-1822
1X2: 1: X2 "XO. 040
1XJ: 1 "X2 "XO. 045
:2NAP 5 EC TIQN SHALL 8
AA
LUMINUM MEMBERS SHALL
2X2 Snap: 2"x2"xO.045" ' NOT LESS THA T 0. INCHE 3
2xJ Snap: 2"x,3"x0.050 (I mm) THICK — FBC 2020
2x4 Sncp: 2"x4"xO.045" 7TH EDITION 2002.31 BUIL
040
DIN
WIND PRESSURES:
FROM TABLE 2002.4 FB
EXPOSURE B:
HORIZONTAL (WINDWARD) 27PSF
HORIZONTAL (LEEWARD) 21PSF
= = = - =1 1 = 01
EXPOSURE C.-
HORIZONTAL (WINDWARD) 38PSF
HORIZONTAL (LEEWARD) 29PSF
Req for Each Lood 9
Post connection
MIN 4' SLAB
cOaMNVc w
I' X 2' BASE PLATE
TE
ANCHORED CONC,
1 4 TAP CONS MAX 24'
FRONT VIEW
2' X 4" OR LARGER UPRIGHT TO DECK DETAILS
SCALE N. TS F-6
I C)
;US5Er DMENSIONS I/V
fol&in Y .i/A ws,
M
(2) 114- DIAM, BY
3 112- 7HRU BOLTS
IOX314- SMS 10-
O.C. INTO GUTTER
ALSO INTO
CARRY BE
NO. OF SCREWS
PATTERN TO VARY
' S-MV:R 7TOGU INT
O
SCREOS TO MAINTAIN
1 114' CIC
a
COMIPOSITE TO CUTTER TEAM TO
JXJ COLUMN TO BEAM
SCALE N. Ts.
u
SLAB MIN—,
1
.1 25*V P�� CfVC \ —
(2) 114 X 2 14" WNW OR :F1BVA?MWESlW
TAPCONS
CABLE 'Dj2N'� A T M
RN
F
um
SELF -MA 77NO WAN
- NOTCH FOR UPRIGHT
wl)M 314' OX. PDX314'
/--A -k—NUMBER OF SCREWS
INTO PATTERN TO VARY
SCREWS TO MAINTAIN 1-114' CAC
CHANNEL
2ZT7F--R URACE & MA77NG ELEMENT
ATTACHMENT DETAIL
SCALE N.T.S. 1:61
(3) 12X4- SMS. W7H
IOXJ' SMS, THRU WA-1WER, PER PANEL
FASCIA INTO COMPOS17F 3 118-XI 112- X 118-
RAF7FR TAILS ROOF PANELS BASE WIT2) 115- DVAM
24' ON CENTER JXJ' or 4X4'
COLUMN 17A;TAPCONS OR EQUIV
S
T W (2) 114- DIAM.
3 112- THRU BOLTS FOR JXJ
IOX314- SALS OR 4 1112- THRU Ba TS FOR 4X4
10' on center top and bottom COLUMN
M p
JEQ21E RQQE -H TTQjYf—N T
AND COMPOS17E ROOF TO WALL
FL, EEQQ2!2L APPROVAL FLZ-01-a EKP—IIJI12M 3X3 OR 4X4 COLUMN TO
SCALE N, T S. PAVER OR PATIO ATTACHMENT
SCALE M TS
l,q,-Au z/7F- , il m4Z'�FT IIR' mirk'l
*1 *0 0 x J/4'
K 0 2�' O. C.
CON TRA C TOR RAM GOEL, P.E.(147431) PROJECT ADDRESS
K.R. CONS7RUC77ON, LLC SONEY FM LLC, CAf9746 McCoy
CRC #042498 GORY LAKE PROFESSIONAL CENTER 38424 SONNET LANDING AVE
7117 ASH ST. 10329 CROSS CREEK BLVD. STE P ZEPHYRHILLS, FL
ZEPHYRHILLS, FL 33541 TAMPA, FL 33647
813-997-1410 Ph.# 715-781-1822
ESLQEED PURLIN CONNEC77ON -DETAjr—�
I SCALE N. T& M
I
\\—� OF SCREWS
JI0X514' INTO --//x PATTERN TOYARY
RECEIVING CHANNEL SCREWS TO MAINTAIN 1-114- CIC
GUTTER BRACE & ANGLED FASCIA BOARD
ATTACHMENT DETAIL
SCALE N. T.S.
RE050-Ira G CA.4VITEL
W1 2 #IOX314- IN70 BEAM
EACH FACE & (3)
#IOX314-
PURL I OR GIR T )ST DETAIL
SCALE N, TS
I HEREBY CERTIFY THAT I HAVE REWEWED
AND SUPERVISED THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE WITH
THE 2020 FB.C. RESIDENTIAL 77H EDITION
RAM GOES, PE.(f474,31)
SONEY FM LLC, CA#9746
CORY LAKE PROFESSIONAL CENTER
I0329 CROSS CREEK BLVD. STE P
TAMPA, FL 33647 TAILS
Ph.# 715-781-1822
1OX3' SMS WRU
FASCIA INTO
(5) IOX3-
PANSits
PER/PAN
F141
2X
FTER TAILS
ON CENTER
ROOF PANELS
OVERLAP BEAM ONTO COLUMN
FASTEN NTH PO x 314 TEKS
0 -Y4 - 0. C. APPLY MAX NO. OF-
2xw
.S SCREWS STAGGARD ON EACH WE
PAN L—TJ (OR EQUIVALENT)
PAN ROOF HEADER TO FASCIA MENT
ANQ PAN ROOF TO LOAD -BEARING WA
LL REAM UEEMYL CQflvFST1Q6!
FL. PRODUCT APPROVAL FL10778-R5 EXP 11 A4A2022 SCALE N. T. S.
SCALE N. Ts.
FRONT VIEW
2-XO-X?18- ANGLE W1
(2)-pO x 314' EACH FACE
Req. for Each Load Bearing
Z'4"XW4'X2f'4' X125 U-CfJP Post Connectkn
SC REM ,-(d- VARIES...4- SHOWN)
(4) #10xJ14' EA. SIDE
(2) CONCRETE ANCHOR MOV 4' S1 AB 2500 PSI
IS Wx%0N IY." EA49EDMENT CONC wIPBERME.SH
—C PARs _4 1
UPRIGHT
PA PEAS
114' x 5' 7APCC
0
0
O
2" X 4" C
IX2 BASE PLATE
SC
ATTACHED TO DECK WIN
CONCRETE ANCHORS MIN
6' FROM UPRIGHT AND
0
MAX 24' D.C.
SCALE
N. Sil
CONTRACTOR
K.R. CONS7RUC770N, LLC
CRC #042498
7117 ASH ST
ZEPHYRHILLS, FL 33541
813-997-1410 2
RAM GOEL, PE,(#47431)
SONEY FM LLC, CA#9746
CORY LAKE PROFESSIONAL CENTER
10329 CROSS CREEK BLVD. S7E P
TAMPA, FL 33647
Ph.# 715-781-1822
PROJECT ADDRESS
McCoy
38424 SONNET LANDING AVE
ZEPHYRHILLS, FL
M
3x3 or 04 POST
3x3 Or 4x4 INSERT
GRAM
1 114 � MIN
2 � 12
WDE
a"
IMBEDDED-1
CONC. F007ER
W/ (2)05 CONK UP
%*UCFS AM 25' & nE
W1 WRE n?. 0 PERIMEMP
72'
POT
Wdj72OMT 12EEAL
SCALE
N. TS,
114"0 x 2' -112
MASONRY ANCHOR
— IF WOOD SUBS77TWE
O x I SMS 6' FROM
TOP & BOTTOM 0 24' O.C.
,---1"x2" OPEN BACK
1 N BACK
QEEN_BACK _T_QHOST
,STRUCTURE DETAIL
SCALE N. T.S.
SELF -MA 77NG
RECFJWNG CH EL
WI(2)#10x 314"
#10X314 INTO
INTO EACH FACE RECOVING
CHANNEL (2) 114- DIAM. BY
2' O.B.&ASE PLATE 4X41 4 112' MRU BMTS
Ca N 1 114' O/C
FR T
SME
WEW
is NO. OF SCREWS _4W
P ER'
ATTERN TO VARY COLUMN
SCREWS TO MAINTAIN
F75-11 r-4 f 114" 01C
I' X 2" BASE PLATE
ANCHORED CONC.
BEAM TO 4X4 COLUMN
114' X 2 114"
SCALE M T. S.
TA MAX 24'
FRONT VIEW
IRGER UPRIGHT TO DECK
WIPAVERS DETAILS
2X8
MOO PSI GAIN)
"W PSI (MIN)
OxJ14'
WI(f) AS CONF
B- X 8- W1 (1) 0 CONT
L11110AX314,
f,-
L-#1
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GUTTER
U
SCREEN DOOR DETAIL
SCALE M T S. F)
9
8 - POx314- ON EA WE
CWFREM�WW�Nic CHAMVEL 2�
C0A77NUQV5 FOOTING DETAIL TRUSS TO GUTTER DETAIL
I. S. F2
SCALE N. _11 I SCALE X. T. S.
SCALE NITS,
18' &-.61
V191770PIAL COVC F0070?
W/ (2) is Comr LAP
&PUMS MN, 25' & TIE
W1 MIZE T)P 0 PEMWTD?
12
VOLITHIC CONCRETE
SZEMWALL LETAIL 27d
SCALE N T tZ
114-0 x 2- -112
MASONRY ANCHOR
I —IF WOOD SUBS77TWE
#10 x # SYS 6' FROM
TOP & BOTTOM 0 24* OX.
1-1*x2" OPEN BACK
x2" OPEN BA CK
OPEN OAQK TO HOST
5M&ZvRE 2[TAiL
SCALE - MTS. __
FLOOR SYSMW
UP TO 36' BLOCKS WALL
Material 6063 7 Aluminum Extrusions
Main Fomt8 I" x 2" Y, �03S` wall thickness, hollm serrated axvusions
2- figDONEUD 01110 F001ER
Push Bar
-'
1'. 3" 038" wall thickness; with areas at,&Eu to add strentt-, fot cf.s installation
8C.
Kkk B,, 1-1/4" x I" lo,llvu.siwn
flick Plate, (Ccjl* 024" Thick, installed with white., brne pt,lypmpeleue sntm in xiyi
< ish Cain, YAlhite, bronze, dear anodized, icory, adobe fday) -
H.,d.
5t.hd.,d kits; available in +dut., bro. .... iI ,.d.b. (d.yi' and i,.,y
&r,
T 12" AW x 8' DEEP
At,ailable Screen 18/14 Chatcv.1 o, gray
Available Z-ba,
Haff-Z, Fuff-Z, and Fulf-Z Weather Strip, ,Standard xvit h 3 lunges)
r
CONMY710MAL C. F007ER
W1 (1) Z CONT. LAP
SPLICES MN. 25' & 17E
W/ WZE Typ 0 POVETER
Nominal: 3/0 x 6/8 Actual: 35-5/8'x 78-1/2
Standard
I Nornmal: 2/8. 618 Actual: x 79 1/2
12' --�
r ------ I
ST—AIWALL WA-00TER
DETAIL
No T- i n. If ---_2 / 6 , 6 /8 Actual! 29-5/8'. 79-1/2
1-------- --
SCALE N.
I. S,
us om
11 av va aiiia ad bl
Jun nj it to sa are
-
A U e 9n spetnal sizes!
3' HEADER
10W WTH
NEO WASHER
3,00UPOSIZE
Jk2
18"
_Jx2
SUPER
CUTTER
4 10x314
PfR
CS0�'vNEC
KNEE WALL DETAIL AT GUTTER
SCALE N. T S.
—HOUSE WALL , E17HER STUCCOI&LOCR
OR WOODFRAME
114 x 2 114 TAPCONS
TO MAINTAIN 2' D.C.
t
0
FOR SWCC012XCr_K
41
00 x 2' SCREWS I" O.C.
FOR W70D
NUAWR OF SCRE'los
PATTERN 70 VARY
f10X314' INTO
SCREWS TO MAINTAIN 1-114- CAC
RECERVING CHANNEL
HOUSE WALL & MA 77NG ELEMENT A TTA CHMEN T DETAIL
SCALE M T.S.
I HEREBY CERTIFY THAT I HAVE REWEWED
AND SUPERVISED THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE KITH
THE 2020 FB.C. RESIDEN77AL 7TH ED177ON
I o
RAM GOEL, P.E.(,f47431)
SONEY FM LLC, CA/9746
CORY LAKE PROFESSIONAL CENTER EAT
10329 CROSS CREEK BLVD. S 7E P
TAMPA, FL 33647 DE A
Ph. # 715-781-1822