HomeMy WebLinkAbout23-6176='a' "I - I
BAR-006176-2023
Issue Date: 08/01/2023
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,
III I I III I I I I I I I I11�1=1
IIIIIIII!IIIIN 11 11 lllli�
r'077 "IlIV, 71m,= AOWCWWW#�- —1I - I -- M117illilli - M11
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE E6.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR MNAT PIE IT OFF110E
?ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO11"T
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER I
813-780•0020 City Of Zpi>h rHUs Permit Application Fax-613.7E:10 :,:0
Building Department �g p/q
(: ate Received - »... � 6 �4 -. $ '6,d E, 8,�* Phone t car tI i t car Pe TnIttI ilk 0
� Sc cnini 3 �' I,.,y ,�i; r.lF � �.�� �
Owner's Name � Owner Phone Nuntl9t r COM
ChRrier's Address .w,. .._,.. �. .. Owner Rhone Numbr•,r
From simple Titleholder Name �...,m._ � ..,._ ..� Owner Phone 14urnllr9r
F!aSimple Titleholder Address
JOBADDRESS �_ .... � � � _ .tom. M �� LOT #
HUBDIVISION _ PAR;;SLID#
(baTAINIED TAX NOTICE)
VV
iJFFtC PROPOSED NEW CONSTR r7 ADC-il-SIGN C_,...,# DEMOLISH,,
,..._ INSTALL F'i@iJ:Y,IR
1)ROPOSEDUSE SFR C;)t,'It: Cm^� OTHER t ..q.......~ ........�
i'PE OF CONSTRUCTION f ,�� BLOCK STEEL
INSCRIPTION OF WORK
�
WILDING SIZE
HEIGHT
�$Q�M.._......_4..��..._.,.....�_..�
UILDING
�8..� VALyATI(:)IJ()FTOTAL CONSTRUCTION
ELECTRICAL
AA4F 4,EF2G'It;,ki ENERGY
=PLUMBING
=MECtiANICAL
._,.. VALI ATWIN OF MECHANICAL. INSTALLATIC ni
GAS
FROOFING [] SPECIALTY = OTHER
1:IVISHED FLOOR ELEVATIO\S
E= FLOOD ZONE AREA YE:S NO
SR JILDEP _ 3hNPANS m �CJ::RFN
5�lt3NATURE tar is rkraE,k Y N
Address R4 r or..;;..,fi .; k? w� 6 . -]
1: L ECTRICI 011APANY
HIGNATURE _..,_ a =1sTsaEQ Y,'N 'euRREN Y,i.N
Address w�.,...__. ,.._....,__ _ aer°, :s k
I=,.UMSER _ r f,MPANv .... ... .....ti....,....»
8 GNATURE C ....,._�� R =M T REQ [::;Y i N y r CJRREN Y J N r
Address '?,
._ €p
_. .
tiIIzCFI ICAL _.... .__ -..., i raPAPANl '._.....__�
8, ONATURE _�- I t1, TFRED �Yl r r)u yen _ N
Address .... , _ ...._ _lcer r t'
i:f` HER r)MPANY
:4IGNATUftE --- _------ ......,_,. � r , ;,rVeRecx Y IN; i I - cJ2ReN
Address
ftI t I a IIto fitEilIltT i1ft I ttitlltglt1!4111 1i t#$aA31fA 4 a I I SI IfliIf I I19l't
RESIDENTIAL Attach (2) Piol, Marv; (2) sets of Building Plans: (1) 4.3i of Energy Forms: R•O.W Pe rrr:'or'tow construction.
Minimum lean is K i arrsrking days after submittal data ,1,�julred onsite, Construction Plats; a aiirsvater Plans w/ Silt Force irstallad,
Sanitary F<actititrs & 1 dumpster: Site Work Permit fci mAbdivis*nsllarya projects
0)MMERCIAL Attach (2) c,orrinkiie sets of Building Plans plus a Liter S albly Page; (1) set of Energy Fonim,h;-:).W Permit for new construction.
Minimum ten (1 C I working days after submittal date, ,enquired onsits, Construction Plats !From twater Plans w' Silt Force iirstaiN d
Sanitary F'acsl:ri sa & 1 dumpster. Site Work Permit fzr erN new projects, All commercial relr.i°nnnents must meet compliance
WGN PERMIT Attach (2) scuts of Frigineered Plans,
*—PROPERTY SURVEY required for all NE1N constrc.ccnon,
I'rirectlon t;
Fill out application completal
Owner & Contractor sign back ct application, notarized
If over $2500, a Notice of Coinrnancement Is required. (AJC up,praldes over S7500)
" Agent (for the contractor) or P;evar of Attorney (for the owner) would lea someone with notarized latter fro •n cx,ner authorizing same
O1IER THE COUNTER PEF MITTINtq (copy of contract require)
E?I roofs if shingles Servers Service Upgrades AtC Fon«.n (PlptiSurveylFootage)
Driveways -Not over Coumer if in public roadw•ays..needs RC)A
813-780-0020 City of Zephyrhil In Permit Application l 3-780-0021
Build,rc,i Department
NCTICE OF DEED RESTRICTIONs 7 lie undersigned understands t^ie this ;ormit maybe subject to 'deed" r,,Muclons" which maybe more restrit: i , s
11'an County regulations. The urders i;inod assumes responsibility to, cot) ipliwioe with any applicable deed restdi: : 0,11s,
UNLICENSED CONTRACTORS 400:, CONTRACTOR RESPONSIBILITIVS If the owner has hired a cortrao',.0 or contractors to undertake work, thv:�
may be required to be licensed in accordance with state and local regi-ItitinflS. If the contractor is not licansed,,i* required bylaw both the owner and
contractor maybe cited for a nrochir!aror violation understate law, If tus miner or intended contractor av uncertain as to what licensing requ remonis
tray apply for the intended work, mri,1 itre advised to contact the Pw.cri Cc.mly Building Inspection Division--I..iasnsjng Section at 727-847. 800(,t
I"ur"hormoro, if the owner has hire- „ r=tractor or contractors, her is adviscr, to have the contractorhi sigh aorflo 1r; of the "contractor Block' of INS
application for which they will to res:cinsele, If you, as the owner sign as f, is contractor, that may be at, ind cab:)r that he is not property licensed and ri
no' entitled to permitting privileges i,, 113sco County,
TRANSPORTATION IMPACTILITILITIES IMPACT AND R iii'SOURCE RECOVERY FEES: The undersigned understanz!
tr,st Transportation Impact Fees and :iocourse Recovery Fees may apply to the construction of new buildings, cl, anige of use in existing buldin. o,
(.,,;<pension of existing buildings, cs mnucifieq in Pasco County Ordinance 89.07 and 90.07, as amended. rho undersigned also understands, 11'at
cuch fees, as may be due, will be inert f ad at the time of permittirg, 11 is 1c,ther understood that Transportation Ir irect Fees and Resource Reccpery
Fees must be paid prior to recrivrin <i 'certificate of occupancy" or fuel power release, If the project does rot mv,,'ke a certificate of occupancy car finol
po�,ver release, the fees must be paid irlor to permit Issuance, Futhei mo,c. if Pasco County Water/Sewer Irroac: [ties are due, they must be pale prk!l
in• permit issuance in accordance will, applicable Pasco County
MINSTRUCTION LIEN LAW iChapl4iq, 713, Florida Statutes, as arrienclac) If valuation of work is $2 500 00 cr more, I certify that L the applicant,
have been provided with a copy of the "I'lorlda Construction Lien I-sro--f-Ic'iectioner's Proteoilon (guidepro J by the Florida Department of
Agriculture and Consumer Affairs, If I'* applicant is someone other ihon :,is ",owner, I certify that I have cotair :l @ copy of the above descleed
diNximent and promise in goac faill, :) chifiver it to the "owner" prior to .tcrcnrrrrcement,
(.'ONTRACTOR'SIOWNER'S AFFIOAVIT: I certify that all the info-rreflor rti this application is accurate and that '1 work 411 be done in compliance e,n h
all applicable laws regulating con stroction, zoning and land development, Anpication is hereby made in obeal i= permit to do work and installation as
Indicated. I certify that no work of iriMallarlen has commenced prior to Issi,ance of a permit and that all stork will I:e, performed to meet standards (if till
laws regulating construction, COLInItt i: rid City codes, zoning resulatio,is, ri �si land development regulations in ',,ri jurisdiction. I also certify that I
understand that the regukaficimof cattier government agencies may apply �,:� ff'o intended work, and that it s mv rnationsielfty to identify what acticr-ii, I
r, list take to be in compliance. Such i;ilenckis Include but are not limited t:i:
Department of E-:vftonmental Protection-Cypniss Bayheads, Wetland ,orearii and Environmentally SensiJve
Lands, WaterAifini0ewater Treatment,
Southwest Florida Water Management Dif;:rict-Wells, Cypress Baviia4yos, Welland Areas, Ater �wl
WatercourSoS,
Army Corps of E-i!,jireers-Seawalls, Docks, Milk, gable Waterways.
Department of (4th & Rehabilitative Servicn/Environmental Health )nt,iA!eIis, Wastewater T,ealmen"',
Septic Tanks,
US Environmental Protection Agency-Asoestoi;abatement.
Federal Aviatic,t,i:,!i.tithority-Runways,
I u,nderstand that the following restrcl,c.ns apply to the use of fill:
Use of fill is not allowed in Flood Zone W" UIIIFrsi:i expressly permitted.
If the fill mat-,rii.*1 is to be used in Flood Zn-ie "A", it is understood that a drainage plan addressinc fi,
vc,lurne" will be submitted at tir,fe of permitting which is prepared by a professional eni gineer
licensed by the dale of Florida.
If the fill material is to be used in Flood Zon,:i 'A' in connection with a prw'bitted building using stem iis:,ill
construction I ca "ify that fill will be used only nv fill the area within the ster V,
If fill material is to be used in any area, t ;;,;)rtfy that use of such fill w I not adversely affect adjacil
properties. If use --I fill is found to adversely aliiect adjacent properties, the c,ovner may be cited for vlolalln�r;
the conditions 11 trie building permit issued "InJer the attached permit app" ::atlon, for lots less than wie (1)
acre which aria a evated by fill, an engineered drfiinage plan is required.
V I am the AGENT FOR THE OWNER, f promise In good faith to inforr, owner of the permitting coedit onsriial: foth In this affidavit prior to
:commencing construction. I understard that a separate permit may be rar:.t-ed for electrical work, plumbing, siqrs, wells, pools, airconciftionino, gas, i:X
0er installations not specifically IncB.ded in the application. A permit shall be construed to bee license, li: proceed with the work and nct as
awhority, to violate, cancel, after, oruo,:aside any provisions of the nor shall issuance of a perrillirevent the Building official from.
thereafter requiring a correction o'Lrors in plans, construction a, violahcreof any codes. Every perrinflisEued s, nil become invalid unless the work
authorized by such permit is commenced within six months of oemnit esuarce, or if work authorized by the porr': is suspended or abandoned for a
period of six (6) months after the finin the work is commenced. An extension may be requested, in writing, fron:lira Building Official for a period not to
oxc,00d ninety (90) days and w It dor:instrate justifiable cause for -he cixtcr,sc)n, If work ceases for ninety (90) c,ontsicutvo days, the job is considDri"'d
abandoned,
WARNING TO OWNER: YOUR FAILURE TO RECORDA NOTICE OF COMMENCIENIENT MAY RESULT IN YOtJR
PAYING TWICE FOR IMPIR(WEMENTS TO YOUR PROPERTY, IF YOU INTENOT6 OBTAIN FINANCING, CONSULT
OWNER OR AGENT CONTRACTOR
S, ubscribed and me this Sr d and swor or J er)b�'fcr
by--_,--,-,.,._ 4 �. 413, i b /.
D'.
i;iT�o ts/aie personally known tors, c, hiss/have produced Vy ,:, is/are tome rih;l!ilh
as di),fiftication. as
Public Publitc
,,ornmission Cr,:r lesion No,
I��me of Notary typed. prinEed or in'gic:d h':;,rcnt of Notary typed, printed ar sGirnG =.�,!
Notary Public State of Florida
A Olivia Marrero
I It = My Commission HH 28954
Expires 7/17/2026
E.:CUNDARY & AS -BUILT SURVEY
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FOR THE BENEFIT AND
EXCLUSIVE USE OF:
Tllu v r0lkloAl INC,
ari WORTGArf, COMPANY LTC,
i)s.0 REPUSUC NATIONAL
lQur ANN O�SON
7�"l .�r ARON
011,110 IN' ADDRESS:
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IN,STR#2023065225OR BK10799 PG2088
04/17/2023 09:33 AM Rcpt: 2572304 Rec: 10.00 DS: 0.00 IT: 0,00
Nikki Alvarez-Sowles, Esq., Pasco,County Clerk & Comptroller
armit No. Parcel 10 No
NOTfCE OF COMMENCEMENT Aar
state of County of
THE UNE)MMONED hereby gt,,e% notice that Improvement will be rr.Ie to cartain real property, &W in a=usence thChap1or?13,FW4a$!ntutu,
ft finvouing frilitirmulanle rimOlno to this Notice ofCommenoament
1, DwiaWlli of Pmparti,'. Parcel Identification No.
71
Ste "Addrear
4 GanwW Now"on a, Improvement screen enclosure
3. Ovew trknatfor or Urines trilbanation I the Losses arrWrit,,lad for than improvoutunu
a
Ill
0
0
12
Name or Faa Simple TCaholder
Tlf—dgiont Wf�=
Conlodor, Home Tech Exteriors
City
156319 Seth Country Ln
4
$tat*
suray.
Iftn"
City
State
Amount of Barid,
Tate Niv
Lender
Lander's Teraphone No,:
Persons Wtitu than SlWa of FWft d"knated by the mvar upon whom nadose or tither cwurntnee Imay be trarmd as ptoyltled by
Saotiw71113(1)(a)(71, Mlorjda Sibluiter,
CRy
Telephone Numbor of Ditaignated Person;
Tatiitift" Number of Far orEntl4itivalgretted by CMnon
ftirstion date of Nuke of Coarmanownent (the wipitUort dials may Act be belom the "implailan of
oontracW, but Will be one, yowftm the data of rwcrdbV unions a di dots Is lipoodiflad,%
ofUndw mPar", of jull d etfur4, I diticlare tMit I have read the forfacft
y Waited" anboar.
VATE OF FLORRIA
'>:)UWY OF PASW
Pa rsonally Know DQfk Pradvowl Weritilisallon Er'- 14"'Ury
Type of identification Produced _ 42L�L"'21 1 me�� ,
MM1z=
�tw'111111111mw
713,13(`!Xb} Floddii Slatt".
allgn and final MR4w, to ft
we bw la thn beet
EMMEU=
DESIGN CRITERIA:
CONTRACTOR. HOME TECH EXTERIORS
Aoolicable Codes, Reaulation and Standards
1. The Florida Building Code 7th Edition 2020.
specifically Chapter 16 Structural Design, Chapter 20
Aluminum, and Chapter 23 Wood.
2, AA ASM 35 on Specifications for Aluminum Structures,
Part I -A and I-B of the Aluminum Design Manual
prepared by The Aluminum Association, Inc, Washington,
D.C.,2020 Edition
3. ASCE 7-76
Wind Loads
1. Building Occuponcy Category, Paragraph 1604.5 and
Table 1604,5, CoteoorX I .
2. Basic Wind Speed Table, Table 1609 State of Florida
Debris Region & Basic Wind Speed, Paragraph 160.9.3
and Table 1609.3,1 Equivalent Basic Wind Speed.1AD-ALPH
V-ultimote Exposure Category, Paragraph 1609.4.3, 12
3 Building Category for Aluminum Structures, FBC 7th
Edition R301, 2 1, 1, 1 Sunroorn Category I OR 2.
Followina Loads were used to Desidn/Ok This Pool Coco:
1. Dead Load of 5 PSF (Which 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 F8C 2020 7TH EDITION
5, Live loads for primary structual members 300 lb. -
R2002 4 Building
6 Live loads for roof purtins 2DO lb - R2002.4 Building
Specifications
The following specifications are applicable to this project:
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 All Screen - Type 18xl4 (TYP.)
%wizu""00"im
HOME TECH EXTERIORS
15639 SETH COUNTRY LN
WIMAUMA. FL 33598
RAM A. GOEL, P.E.(#47431)
SONEY FM LLC, CA#9746
CORY LAKE PROFESSIONAL CENTER
10329 CROSS CREEK BLVD. STE P
TAMPA, FL 33647
Ph.# 715-781-1822
PROJECT ADDRESS
OLSON
35676 BURMA REED DR
ZEPHYRHILLS, FL 33541
1- 10'7
A
IsTyy"
Q'Pk'n'
RE
MAY�! Vj,---w[)ATE
!L;F ZEPHYRH,!LLI-'
INER_
2x2
N2 x 2
16'
2x5— 2x2 2x8— 22'
L TYP,
'0 t
F- 10'-7
I HEREBY CERTIFY THAT I HAVE REVIEWED
AND SUPERVISED THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE WITH
THE FB.C. 2020 RESIDENTIAL 7th EDITION
1-1
RAM A. GOEL, RE.(#474541/i�g
(
SONEY FM LLC, CA#9746 -
CORY LAKE PROFESSIONAL CENTER
10329 CROSS CREEK 8L VD, STE P A -
TAMPA, FL 33647 PLAN
Ph.,f 715-781-7822
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
SELF PLATING SP�IB}
2X2.2"X2"XO.044"
2X4 SMB:
2"X4"XO,044"XO. 100"
2X3. 2 YX,3 "XO. 05 0
2X5 SM8.-
2 "X5 "XO, 050 "XO. 100 "
2X4:2X4"XO.050
2X6 SMB:
2 "X6 "XO. 055 "X0. 120 "
2X5:2"X5"XO.050"
2X7 SMB.
2 -X7 "XO. 05 7XO. 120 "
2X8 SMB:
2 "X8 "XO. 0 72 "XO, 124 "
OPEN BACK SECTIONS
2X9 SMB.-
2 "XI 0 "XO. 092 "X0.398
I X2: 1: X2 "XO, 040
I XJ: I "X2 "XO. 045
SNAP SECTIONS ALUMINUM MEMBERS SHALL BE
2X2 Snap: 2"x2"xO.045' NOT LESS THAT 0.040 INCHES
2x3 Snap: 2"x3"x0.050 (I mm) THICK — FRC 2020
2x4 .Snap: 2"x4" xO. 045 7TH EDITION 2002.3. 1 BUILDING
WIND PRESSURES:
FROM TABLE 2002,4 FBC
EXPOSURE 8:
HORIZONTAL (WINDWARD)
27PSF
HORIZONTAL (LEEWARD)
21PSF
VERTICAL (SCREEN SURFACE)
8PSF
VERTICAL (SOLID SURFACE)
23PSF
EXPOSURE C:
HORIZONTAL (WINDWARD)
38PSF
HORIZONTAL (LEEWARD)
29PSF
VERTICAL (SCREEN SURFACE)
I IPSF
VERTICAL (SOLID SURFACE)
32PSF
M
I I I
CABLE CONNECTION AT CORNER Z I
SCALE N.TS
1/8- S. S. CABLE
4' —NIM
SLAB -
MN
2500 PSI C011
(2) 114 X 2 114' WW OR FIBERMESH
TAPCONS
CABLE CONNECTIONS AT FOUNDATION.
SCALE N. 7", S,
BEAM SIZE x 4" GUSSET 1/8' THICK
jflO x 314'
TEK 0 2" O C,
7-' INTERNAL SPICE PLATE,
MIN PLATE THICKNESS
1/8' — INTERNAL GUSSET DETAIL F1 A
SCALE N. T Sit
(2)-#10- X 2- SCREWS-
THRU EXTRUSION
2' WOE EXTRUDED
GUTTER BRACE AT
EACH BEAM
WI(2)-#8 X 314-
I
UMBER OF SCREWS
PATTERN TO VARY
qECOWN
flOX314' INTO CHANNEL SCREWS TO MAINTAIN 1-114- CIC
G
GUTTER BRACE & MATING ELEMENT
ATTACHMENT DETAIL
SCALE M T.S.
(3) 12W S.M.S. WIN
IOX3' S.M.S. THRU WASHER, PER PANEL
FASCIA INTO COMPOSITE
RAFTER TAILS ROOF PANEL
6d- 24' ON CENTER I
1 OX314 - S.M.S.
10' on center top and bottom
VA
RECEIV?NG CHANNEL
W1 2 flOX314 INTO
BEAM
EACH FACE 11
,f1OX,314 INTO BEAM CON IRA C TOR
HOME TECH EXTERIORS
PURLIN OR GIRT TO BEAM OR POST DETAIL 15639 SETH COUNTRY LN
SCALE NTS WMAUMA. FL 33598
.
BEAM PURLIN
2X3
I 2X3 -F
IWNG CHANNEL
f1OX314- INTO RECEIVING CHANNEL
EACH SIDE & 3 W12 JIOX314- INTO
314 - INTO 2 X 3 GIRT EACH SIDE & ?J",+ SELF -MATING BEAM #IOX314- INTO 2 X 3
- NOTCH FOR UPRIGHT
w/N1N 314 - O.C. #1 OX314
I
- UPR16HT
UPRIGHT TO BEAM CONNECTION DETAIL SLOPED
1 - V DETAIL
L -ZU&IN CONNECTION
SCALE N.TS 2 SCALE
2 ZT7
(2)-#70' X 2' SCREWS—
THRU EXTRUSION
2' WOE EX7RUDED
GUTTER BRACE AT
EACH BEAM
WI(2)-#8 X 3/4'-
0
ANGLE SELF
-'4A 'ING
W
EACH FACE RECEIVING CHANNEL
-XO'X'18
2)-f '3 4
1(2)#'O_ - '14
Loan
Bear
'0 - f- Each
P ConnectionTO EACH FACE
_ , 00 PSI
MIN 4 A 2'
GONG
w �7 BERMESH RSE
I' x 2' C&GASE PLATE
2`X0`XI18- W/ SELF-MA77NG
(I)-110 X 2- (2)-fro x 314' EACH FACE\
Rea. for Each Load Bearing RECEIWAIG
SCREW 24" DC, Post Connection WI(2)#10x 314'
F IAITO EACH FACE
MIN 4' SLAB 2500 PSI 0
GONG .1�78ERMESH 2 A PLATE
'a--NUMSEI? OF SCREWS
#—/ PATTERN TO VARY
ICX314- INTO
RECF7WNG CHANNEL SCREWS TO MAINTAIN 1-114- CIC
GUTTER BRACE & ANGLED FASCIA BOARD
SCALE N. I. S
3 718-XI 112- X 1/8-
3X3' or 4X4" BASE WI(2) 1/3- DfAM.
COLUMN I I If
POST W. (2) 714 - DIAM.
3 112- THRU BOLTS FOR 3X3
OR 4 112- THRU BOLTS FOR 4X4
,3X3 OR 4X4 COLUMN TO PAVER
COLUMN OR PATIO ATTACEYENT
I SCALE N. TS,
RAM GOEL, P.E.(#47431)
CONEY FM LLC, CA#9746
CORY LAKE PROFESSIONAL CENTER
10329 CROSS CREEK BL VD STE P
TAMPA, FL 33647
Ph.# 715-781-1822
PROJECT ADDRESS
OLSON
35576 BURMA REED DR
ZEPHYRHILLS, FL 33541
(2) 714' DIAM. BY 3 112" THRU BOLTS
1OX314- SM.S70-
0 C, INTO GUTTER
ALSO INTO
CARRY BEAM
-TNO. OF SCREWS
PATTERN TO VARY
SCREWS TO MAINTAIN
1 114 - GAC
COMPOSITE TO GUTTER TO BEAM
TO 3X3 COLUMN TO BEAM SCALE
SIDE VIEW
l\-I X 2" RASE PLATE
ANCHORED GONG.
114X 2 114-
TAPCONS MAX 24'
FRONT VIEW
2" X 4" OR LARGER UPRIGHT TO DECK DETAIL 18-]
SCALE fit T.S.
I HEREBY CERTIFY THAT I HAVE REVIEWED
AND SUPERVISED THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE W17-H
THE 2020 F.B.C. RESIDENTIAL 7TH EDITION
f
RAM GOEL, P.E.(#47431)
SONEY FM LLC, CA#9746
CORY LAKE PROFESSIONAL CENTER
10,32-9 CROSS CREEK BLVD. STE P A - 2
TAMPA, FL 33647
Ph.# 715-781-1822 DETAILS
(3) 1 OX314 - S.M.S.
I Oxj - S.M.S. THRU PER PAN
FASCIA INTO
RAFTER TAILS ROOF PANELS
&�- 24- ON CENTER I
fOX314' S.M.S.
3 PER PAN r COLUMN
PAN ROOF HEADER TO FASCIA ATTACHMENT
AND PAN ROOF TO LOAD —BEARING WALL
& PRODUCT APPROVAL FL10778—R5 EXP 11.14.12022 —
SCALE N. T.S. Fi 4
P-21
WALL : EITHER STUCCO/BLOCK
OR WOODFRAME
UPRIGHT
L\
251479-114"X-Z14' X125 U CLIP I 2X
(-d- VARIES-4- 5'0
(4) #10,-/,' EA. SIDE
MIN (2) CONCRETE ANCHOR
BOLTS WAMIN IY4- EMBEDMENT
um
.045 RECEAING CHANNEL
W12 #10 SMS TOP & BOTTOM
Tz) Wfan RRArF 4 474) Wq
OVERLAP BEAR ONTO COLUMN
FASTEN NTH 470 x 314 TEKS
0 -% - 0. C. APPLY MAX NO. OF
SCREWS STAGGARD ON EACH
(OR EQUIVALENT)
0 - \ kE2G;
0 0
lx2 BASE PLATE
ATTACHED TO DECK WITH
CONCRETE. ANCHORS MIN
0 6" FROM UPRIGHT AND
3D VIEW
MAX 24' C.C.
F1 ;4
N
10x4' WITH
NEO WASHER
J-DOMPOSITE
Jx2
J-Da4
'2
18
7' D. C.
SUPER
GUTTER —4 - 10x314
SMS PER
CONNECTRON
DIAGONAL WIND BRACE TO BEAM COdUNECTION
ALE F.a KNEE WALL DETAIL AT GUTTER
16' BLOCK STEM WALL SCALE M T S
W g,
J5 DOWELED INTO FOOTER r✓
bZ,1-0.C.
SCALE
GRADE
ONT 8' WDE x 8® DEEP
114 x 2 114 TAPCONS "X*"XP/8® ANGLE W1 CONVENTIONAL CONE F007ER
TO MAINTAIN 2" O.C. 2 -//10 x 314- EACH FACE SELF-MA77N0 W1 (1) #5 CON TA LAP
FOR STUCCOI&CCK eq. for Each Load Bewaring ---\ SPLICES MIN. 25' At 77E
OR ost Connection
#10 x 2' SCREWS I' O.C. WI(2)IFIOx 314-
a W1 NRE T)P & PERIMETER
EACH FACE STEMWALL wIFOOTER
MIN 4' SLAB 2500 PSI RECEIVING CHANNEL
FOR WOOD INTO SCALE M TS.
NUMBER OF SCREWS GONG wll�78ERMESH —I' x 2' 0.6. BASE PLATE
PATTERN TO VARY PAVERS 2-
JIOXJ14- INTO SCREWS TO MAINTAIN 1-114- CIC
jgn
RECEIVING CHANNEL e 11470 x 2" -112
MASONRY ANCHOR
IF WOOD SUBSTITUTE
HOUSE WALL #10 x J SIAS 6" FROM
SCALE N. TS,
21-DEVIEW j TOP & BOTTOM @ 24" O%C
6 BACK
0 1 "x2' OPEN BA
6 0 24'
0 0 C. MAX
#10x314 INTO
RECEIVING PA VWERS
CHANNEL (2) 114- DIAAC BY
4X4L-- 4 IN 4 112- THRU BOLTS
."x'l TO
0
RE- 7CE"N CHANNEL 2) 1A- 13'
( I '/? " ,
4 12 U IS
01C
4X
COLUMN 4-
OLUMN 1 114' O/C 114' x 5' TAPC \-I" X 2" BASE PLATE x2" OPEN BACK
ANCHORED CONC,
FRONT
X 2 114- LZ—
ROIN T 114
VIEW SIDE TAPCONS MAX 24'
VFEW FRON T VIE W OPEN BACK TO HOST
0 1 STRUCTURE DETAIL
2- X 4- OR
/ LARGER UPRIGHT TO DECK WIPAVfES DETAILS SCALE N, TS,
NO. OF SCREWS —4X4' SCALE M TS
0 OF R
NO.
TO VARY COLUMN 3000 PSI (MIN)
SCREWS TO MAINTAIN 3000 RD (MIN)
a 1 114' 01C WI(I) #5 CONT 8- X 8- W1 (1) #5 CONT.
Material 6063-T Aluminum Extrusmrz
Main Frame Vy, 24'xfGV wall tiriakness; lizilan, sesrwred exxmslons
Push Bar with areas at.090'to add stergth for closure installation
Kick gar 1-114' x V holtzriv mdrusion
rKli-platefcoll) 024'Thidr, installed -- with whhe or bronze lyprapetene nap in virryl
po
BEAM TO 4XI COLUMN CONTINUOUS FOOTING DETAIL is'-coic, INNIe, bronzeC , lem �Cfay
SCALE N. TS. F2 SCALE N. T S.
isar&ware Standard hardware kits, amlAbl, t,,tnzal silver, a6obe (clayl, and ivory
AvaAabla Screen 18114 Chart or gray
CONTRACTOR RAM GOEL, P.E.(#474,31) PROJECT ADDRESS Avalable � I Z-'s., fiif-z' �"irrg-I
R 001 10 11
SONEY FM LLC, CA#.9746
CONY LAKE PROFESSIONAL CENTER OLSON
HOME TECH EXTERIORS 10,329 CROSS CREEK 8L VD STE P 35676 BURMA REED DR sta'Aa'd 79-1/2
1 3, 9 T COUNTRY
15539 SETH COUNTRY LN TAMPA, FL 33647 ZEPHYRHILLS, FL 33541 Nomirral; 216 x 6,18 Ac;tjst� 79-1/2
WIMAUMA, FL 3,3598 Ph, 715-781-1822 —a"r" i"
I
#10x314"
—#I Ox314
LGUT TER
8 - PO.314- ON EA 9OF
OF RECE114NC CHANNEL
TRUSS TO GUTTER DETAIL
SCALE N.TS,
SCREEN DOOR DETAIL
SCALE N.TS.
I
I HEREBY CERTIFY THAT I HAVE REVIEWED
AND SUPERVISED THE ATTACHED DESIGN
AND FOUND IT TO BE IN COMPLIANCE WTH
THE 2020 F B. C. RESIDENTIAL 7TH EDITION
RAM GOEL, P.E.(#47431)
SONEY FM LLC, CA#9746
CORY LAKE PROFESSIONAL CENTER
10329 CROSS CREEK BLVD. S TE P A -3
TAMPA, FL 33647
Ph,# 715— 781-1822 DETAILS