HomeMy WebLinkAbout22-35992
Issue Date: 02/17/2022
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.
i!! I �:i 11117911 Ili I I I Ili I! I I! I I! I Ili l!:Ill! I I 1 11!111, 111 1 � III I Ili III I
TTIMIE�'- �M
accord�nce with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CON:::'ll
PERMTEXPIPE IT OFFICE
IRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
813-780-0020
City of ZephyrhillS Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for Permitting 941 1 436 9104
a t III Et. ItIt
Owner's Name WOODHOUSE, LAUREN DANIELLE Owner Phone Number
Owner's Address 7921 SAIL CLOVER LN, ZEPHYRHILLS, FL 33540 Owner Phone Number
Fee Simple Titleholder Name I I Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 7921 SAIL CLOVER LANE, ZEPHYRHILLS, FL 33540 = GOT# 14
ZEPHYR LAKES SUBDIVISION
SUBDIVISION PHASESIA2A2B&4A PARCEL ID# 35-25-21-0140-00700-0140
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR F__1 ADD/ALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER PoolEncrosure-on Existing Deck
TYPE OF CONSTRUCTION BLOCK FRAME STEEL Aluminum Frame wt h screen
DESCRIPTION OF WORK Install Pool Enclosure on Existing Deck.
BUILDING SIZE 26'10" X 29'2" � SO FOOTAGE 73T HEIGHT
=BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
GAS ROOFING E]
FINISHED FLOOR ELEVATIONS
A
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE PROGRESS ENERGY
VALUATION OF MECHANICAL INSTALLATION
l
SPECIALTY = OTHER
FLOOD ZONE AREA =YES NO
W.R.E.C.
� f
BUILDER �r ,�� COMPANY
Commercial Residential Aluminum and Fabircating, LLC
SIGNATURE a^" - �,: REGISTERED Y 1 N FEE CURREN Y l N
Address j 156'Bnpie piamond d., N. Venie 3'4275 License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN Y / N
Address License #
PLUMBER COMPANY
SIGNATURE REGISTERED Y / N PEE CURREN Y / N
Address License #
MECHANICAL � � COMPANY ��
SIGNATURE REGISTERED Y / N FEE CURREN Y / N
Address License #
OTHER COMPANY
SIGNATURE REGISTERED .Y / PI FEE CURREN
Address License # _
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, Stosmwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisionsAarge 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
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to 'deed" restrictions" which may be more restrictive
than 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 1, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowners 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.
CONTRACTORS/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, Welland Areas and Environmentally Sensitive
Lands, WateriWastewater 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.
VallhiltIZE 1116 '40 A!"
FLORIDA JURAT (F.S. 117.03)
OWNER ORAGENT
Subscribed and sworn to (or affirmed) before me this
_b
Who isfare personally known to me or has/have produced
as identification.
Notary Public
Commission No.
M.
Thomas Taffenhart
as identification.
Notary Public
Commission No.
Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped
CHERIE A CURTIS
Notary Public
- State of Florica
v-
Commission # GG 329598
My COMMI. Expires May 1, 2023
Bonded
through National N, '
0'ary Asct;-
a ON
156 Triple Diamond Blvd North Venice Florida 34275
2574 Rockfill Rd Ft Myers FL 33916
Jtpb#:
Property Owner: Lauren Woodhouse
Bill To:
Address, 7922 Sall Clover Lane
Address,
City, State, Zip: Zerphyrhills, FIL 33540
City, State, Zip-,
Phone:
—I.
Phone:
im—w-
Email:
Lot:
Appross Install DXte.-
is Lail:
i�bdhiosloW ZephyrLakes
Job "Typo-
Gate Code:
Source:
Sigurce�
Phone-
941-486-9104
Fax.
941-485-3423
Toll Free;
855-CRA-CAGE
Website.
ysiessaf,cralurninurn,com
Email;
IdLikeOcL�Li�iv-yi�'nunii�grr, ,_ ft� _
Insured License# C6CO58897
Stayclation Pools and Spas
5691 East Fowler Ave
Tampa, FL 33617
$13-603-3109
M
mof work. Install new aluminum cage per detail below. Signed clanlact, NOC, and diawingwith doc), lucaiJansaloe g avitih
rv,ey mus', be I , a mdedl in befcil�s ccmrrI cl is approved,
Cage color:
BRONZE 2Tx29'6` 8'x9nundenstitat
Super Rutter color and profile:
BRONZE 7" 40'rear of house
Number of down spouts:
2
Number of doors:
2
Wall screen mesh:
1SX14
Riser walts:
ONE
ClearView walls;
NONE
Beams for cage:
TO CODE
Cage roof style:
MANSARD
Roof screen mesh:
1SX14
Hardware package:
STANDARD
Chair rail:
AT 36"
Tear out and haul away:
existing under truss
LED lights;
NONE
Wn—teE-
Thi, pmrao.1 does nor baca— a acrarast
nnol by an effice, of
the oommider and If not accerved, and cash
paynived wili berrowned, c.irtract.,
expressly reserves all Contractors,
mechanics, and material man's lien which
may be asserted sander any o'co'kins m leaf
to secure payment: of the contract price and
may ation and an mr. amQ fier, upon the
real properts, on which installation is made, ANY CHANGES AFTER FINAL MEASUREMENTS WILL BE CHARGED ACCORDINGLY
MATERIAL AND WORKMANSHIP GUARANTEED 1YR / ALUMINUM STRUCTURAL WARRANTY 3YRS
Purchaser at to 5uppiy
I e,ctrii-ai royacrt job ite- 5.00
TERMlIk 10% DOWN, 70% UPON START OF CONSTRUCTION (MEASURE LAYOUT OR EXCAVATION/ C CREDIT CARD ONVENIENCE FEE 1S56
elas50
to a if no i ower, A survey sheet of a plot plan and complete legal descriptions required for all pool and patio soclosurer,
Seaton S01.02S. Fis,ins, Sodrion, rol Nr,avm) "nodr,'bw —vhbnye, has kncolo a, .-cl c hn--roav- ssl�_urnl mid,fshtca IN, nr, rhird day aftri thn, dav e, which ,'aas $10,367M
ihe no", Sig.;- aii—evar $2 �5
UWL have card the foregoing proposal contrict and accept the sarne on the terms and conditions printed on the reverse side and as stated above,
PRICE IS VALID FOR TEN DAYS FRONV 1/11/2022
Qeorge Zeino
Commercial Residential Ahinnincan & Fabricating LLC of Sarasota Connote Byz La4,ry D ttkcei jr�
PRICES ARE, BASED ON SIZES SHOWN IN APPROVED DRAWING SiGNED BY FIOME OWNER
Fet"215% if
1, le0anstat
10334;xi; 34;24,
Nj(LYFIC F, OF co F %. QMMNCM= M page I of I
Pen -nit No, Rec e ;J�o
0
IT:
sin ',
y
THE UNDERSIGNM hereby givvss notice that improvements will be made to ceitain real propen�y, and in accordance with Section
713,13 of the Honda Statutes, 1he following infomiation is provided in the NO' .YI,CE 011'C0T101ENC-Er,*ff'N1'.
I. Description of property 8(Iet�,al desen, dost,�) L! 1-----
a)
L, 4tR1
1 Civa Infostria tion
a) N,=e and address-
b) Nxineand address of fee sirriplouticholdex (if o1ber than o-,vner)—----
4Contractor Wismiation
a) Name and address: I STAYCKHON POOLS a SPA$ 13932 WALSINGHAMROAD, UARGO, FL 33I74
b) Tc-lephoxieNo..(813)SW"—"-17 pax lqo, (Opt.)
5. Surety Mfrs: nation
Name and
b) Amount of Bond-,
c) Telepboneflo.: Fax No, (Opt,)__-_-___------
6, Lender
a) Name and address:
7. Identity of peson within the State, of Flori& designated by owner upon whom noticesur other docurnerms may be senled;
a) Name
b)
8, In ad&itiou to hiroself, ownor designates the fifflowing person so recenve, a copy of the Lienor's Notice as pronsided in Section
-1 13 . 13(l) (b), FlIxida Stwutes:
a) Name and address:
b) Telphssne No.. Fax No. (Opt.)
9, Expiration date of Notice of Cominericement (the expiration date is one yva froin the date oftecording unless a different date is
Me
WARNING TO OWNER. ANY PAYMENTS MADE BY THE OWNER ArrERTHE EXPIRATION OFTHE NOTICE OF
COMMENCEMENT ARE CONSID'EkWD IMPROPER PAYMENTS UNDER CHAVICER 713, PART 1, SECTION 713.13,
FLORUIA STATUTES AND CAN RESULT IN YOUR PAYING TWICEF'OR [PROVEMENTS TO Y013-R PROPFRTV. A
NOTICE OF COTMIMENCEMENT.MPUST BE', RECORDED AND POSTED ON THE J10B SITE, BEFORE, THE FIRST
LMSPECTION. IF YOU INTEND TO OBTAIN MI ANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE
COM-MENCTING WORK OR P-ECORDING YOU NOTICE OF COMINIENCEINVIENT.
STAIZ OF FL
Olisl'.O' L-RtS NE MLANNIOG dub
'D
1JN'rV OF �4,%C Notary a�K - State offloriO
C01JN',rV OF
H 0' fr r/Dftec o /Pultser an ot w", tsr /Ad apr
C,mmiwon # H,, 9547
my Cwnr, Expires jv, 7 2W
Assn,
Nim Namo,
ue f"Orego g III$ ent was acknowledged Ixfore me tbis hav of Lfu
ILE e.g� officer, bals e attomey in thc�p for
6001 k— (type of autholiq
arile of pelt I J'� 14 IV" 2rc
�n' 'y � k , - , InStILMIV, -Utext4
PersonaLly Known OR Produced Identification X. Notaty
I 'P'V , Type of Ideifo ewation Produced Or t 4", ' -LA U Nanie A, t ��
V crilficadon pi -aunt to Section 92,525, Honda Statutes. Unsler penalties of pesJury, I declare that I have read the foregoing, and that, Phe facts rated
in it axe trae to the best of my knowledge and belief. 7
...... ......
N
Commercial Residential
Aluminum and Fabricating,
LLC
115 Morse Ct., N. Venice, Fl.
34275
1, Thomas Teffenhart, License Holder of Commercial Residential Aluminum and
Fabricating, LLC, am authorizing the following people to sign, drop off, and pick up
permits on my behalf.
Joshua Kunish c)
Ft R-4)
Debra Springer
Larry Duke Jr.
I
Date. 2/ //22
11
STATE OF FLORIDA
COUNTY OF SARASOTA
SWORN TO and subscribed before me this ")day of February, 2022, by Thomas J.
Teffenhart, President and License Holder of Commercial Residential Aluminum and
Fabricating, LLC. He is personally known to me or has produced identification
My Commission Expires:
Notary Public Signature
CHERIE A CURTIS
Notary Poblic - State of Florida
C=Missior # GG 3,9598
My Comm, Expires May 17 2023
Sondec, through National Notary Assn.
d
17
a
13
t �
p}} iY
IP�E7
C�
Column: 2X4 CL-SMB, 2X6 CL-SMB
Special Size:.
Cage Color: BRONZE
Wall Screen: 18114
Roof Screen: 18114
Fasteners: STANDARD
Anchors: STANDARD
Door Size: STANDARD
Gutter: 7" SG: ENTIRE REAR OF HOME
Notes:
13 METAL STRUCTURES WITHIN 5 FT. OF SWIMMING POOLS SHALL BE
GROUNDED PER NEC 680-2
2) UNLESS NOTED, ANCHORS TO CONCRETE 8 MASONARY SHALL
BE Ur X 3" OR APPROVED EQUAL
3) SCREEN DOORS TO BE SELF CLOSING, 36" MIN, WIDTH, WITH
LATCH PLACED 56" ABOVE DECK FOR POOLS
4) MINIMUM WALL THICKNESS TO BE .040- WITH NO NEGATIVE
TOLERANCE
NOTE: ALL FASTENERS SHALL BE STAINLESS STEEL, HOT -DIP
OR ELECTRO-GALVANIZED STEEL,
ALUMINUM CONTACTING METALS NOT CONSIDERED TO BE
COMPATIBLE SHALL BE PROTECTED BY ZINC CHROMATE PRIMER
AT LEAST ONE COAT OF SUITABLE PROTECTIVE COATING
ALUMINUM CONTACTING WOOD SHALL BE PAINTED 2 COATS OF
ALUMINUM METAL -AND -MASONRY PAINT OR A HEAVY COAT OF
BITUMINOUS PAINT OR THE WOOD SHALL BE PAINTED WITH ALUMINUM
HOUSE PAINT AND THE JOINTS SEALED WdTH GOOD QUALITY CAULKING
COMPOUND.
DESIGN CRITERIA: FLORIDA BUILDING CODE 7TH ED., (2020)
CHAPTERS 16 AND 20
RISK CATEGORY I
ALLOWABLE STRESS DESIGN
ULTIMATE DESIGN WIND SPEED: 130
EXPOSURE:
WALLS DESIGN WIND LOAD IN/OUT — 32126 PSF
ROOF: WIND LOAD UP AND DOWN— 9 PSF
REDUCTIONS FOR: ALLOWABLE STRESS DESIGN (.6)
8 X 14 SCREEN (.88)AND HEIGHT LESS THAN 15 FEET (>86)
ALUMINUM ALLOY 6005-T5 UNLESS OTHERWISE SPECIFIED
MAXIMUM SCREEN DENSITY OF 18 X 14 X .013 MESH
3t
IT MAX
LOAD COMBINATION = 14.5111.8 PSF WALL AND 4.09 PSF ROOF
LOAD COMBINATION FOR MANSARD CONFIGURATION
SQ. F00TA%C3E
® 876.29 SQ. FT.
736.46 SQ. FT.
a611
/2x2
x
e' (2)
t
f
E
Zx2
x°"
xk1
2
b)X2x2
4
2x3 (2)
2x22
�
1
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— -- 1 1 � ------
B °elf I I I I 6
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DES FLORIDA BUILDING CODE,
'k € z�``�L ELECTRIC y'-RIC O` E,
MARK
����, �E � °�"� r'��:` �,
.SMITH
FLREG.#55511
,'D s 1 a -x,*; 2 F'HYFiH1 F,
3738 KINGSWOOD DR.
v.>
� _�=*,s
R N,
SARASOTA, FL 34232
CES
CITY OF b B
PLAN EXAMINER
MAX SPACING FOR #12 X 3/4"SMS SMB SCREW IS 24"OC.
T2
Tl-
CHANNEL-LOC BEAM
MANSARD/ ROOF BEAM SCHEDULE
SIZE Tl T2 TYPE
2 X 6 .050 .135 L-SMB
NOTE: ALL BEAM MATL. IS 6005-T5
NOTE SEE PLAN MEW FOR MANSARD BEAM LOCATIONS
NOTE: SEE ELEVATION VIEW FOR COLUMN BEAM LOCATIONS
COLUMN BEAM SCHEDULE
SIZE
TI
T2
TYPE
2 X 5
.050
.135
CL-SMB
2 X 4
.045
.135
CL-SMB
BEAM TO BEAM CONNECTION SCHEDULE
TOTAL# OF FASTENERS
S179= TO COMPLETE THE 'A" MIN
CONNECTION
(INCLUDES BOTH SIDES)
"B"MIN
I
DISTANCE
FROM
SPLICE
{MIN.}
VERTICAL
SPACING
I
HORIZONTAL
SPACING
(MIN.)
FROM
EDGE
(MIN.)
PLATE
THICKNE
I
> Y A C.1 -qKAR q?-AI9 5"KA.1z 11 EFr
v RR^
I Fin'
I A RA'
I Pin.
n Rn-
1 125"
JINTERNAL GUSSET PLAT
SEE CHART FOR
NUMBER OF FASTENERS
moo e
O
aaa
BEAM TO BEAM DETAIL
2" . Z'PB
(2) *10z-MS THRU
_
, EDGE BEAM INTO
SCREW
GROOVE OFPURLIN
n r PB MEWALL PURLIN
(2 OR MORE) #—WEMS THRU RECEIVING
CHANNEL INTO BEAM EACH SIDE
FASTEN GUTTER WIN) #14 LAG SCREWS g2e O.C.
2" X 3" BEAM CONNECTION
Z'X r 2' PERIMETER BEAM
I-I�XFXI�ANGLE
(9) #12 X 3/4 TEK SCREWS
1. SPACING, Si� FROM EDGE
EASABLE STEEL WINE
UPRIGHT CABLE NOMINAL
2' ?A�N
CATONAL CABLE SR 11111 'ElBEDMENT
INTO SLAB
A' DETAIL SEE ELEVATION DRAWING FOR CABLE
SPACE LOCATIONS
CABLE CONNECTION DETAIL
PBPURUN
FASTEN GUTTER WHI) #14 LAG SCREWS
@24" OG
Sop""S— -RGRA,,k,
2,0, OR RXIT,,
(4) #14, r -AGSCREWS Q EACH CLIP
0AWALUNNUM ANGLE CLIP
(1) AT EACH BEAM LOCATION
(4BI4xW4- SOS O_EA CLIP
TOP VIEW
NOTE GUTTER TO BE SECURED TO FASCIA
IN ACCORDANCE WITH
GUTTER TO FASCIA CONNECTIONS
STRUCTURAL
SUPERGUTTER
FASTEN GUTTER VIOI) #14 -AG SCREWS
@24" OC,
A ..CTII.Al
SUPERGUTTER
141 14 1
(SPACED @ �4` OC. MIN.)
4`XI.W AIUMINUM CUP WI (4)
A" LAG SCREWS
STAINLESS STEEL WASHERS M;`—T
T —t—U.P
AND SPACED AT TA' QCMIN)
INTERNAL CHANNEL WI(I) #1 2x3/1
S DS THRU ROOF BEAM INTO CHANNEL
EACH SIDE
X 3" LAG SCREWS a EACH CLIP
I X 0. IW ALUMINUM ANGLE CLIP
(l) AT EACH REM LOCATION
V�4)#1413J� BOB @EA CLIP
z
2� MAXIMUM OVERHANG 6) #12,GW SDS THRU
#14. r LAG SCREWS WITH CHANNEL CLIP AND CARRIER BEAM
STAINLESS STEEL WASHERS 26'X �7/r INTERNAL CHANNEL
W W"Ar
114�.11.4 THE. A. SEAM
CONTINUOUS ANGLE TO
PLUMS GUTTER AS REDD INTO CHANNEL EACH SIDE
OUTSIDE MITER CORNER GUTTER CONNECTION
— OVER —T. KA— F—I
A-1-11 XN—El—l—
,d 114 X XLAD SCREWS @ EACH CLIP, MOD WALL
OR (2)J'X 2-3M- CONE ANCHOR INTO BLOCK WALL
'X GAW ALUMINUM ANGLE CUP
(1) AT EACH BEAM LOCATION
(4)#14,N4- SOS gEA CLIP
BASED ON SOIL BEARING CAPACITY OF 1,500 PSF
BASED ON 2,S00 PSI CONCRETE
MIN S" X S' CONTINUOUS FOOTING W/I #5 yXfTO
WHEN POURED MONOUTHICALLY WITH SLAB TRU-TUR
OYP.) IWO SCREWse UP4 �6u SUPERG�R RI -ER LIT 0
BOSSES EACH SIDE 0 1 #12X WSDSTHRU
CHANNEL CLIP AND CARRIER BEAM
L6J�7.�— ANCHORING TO FOOTER DETAIL
M(4) #UbdI/,r EDE THIRD ROOF BEAM
INTO CHANNEL EACH ME
BEAM TO PURLIN CONNECTION
2' X � CL-S.S
(2) 2-XZXI/8" AL ANGLES OPTIONAL GUTTER CONNECTION
12— WA #12 BOB & (2) 114-X6'
ANCHORS AT EACH COLUMN WITH WAL 1-314'EMBEMENT 0 G) SIDE
2- X - DL
Z'X"8 AL ANGLES 1 2 S-S & (2) 14-S 3L
AT EACH C U-N 12.
4 EMBEDMENT
I."
CIE, [EACH SIDE] 0 THRU COLUMN
(2) UPRIGHT INTO " x T O.B.
PAVER EACH SIDE
#12 SCREWS
MIN (T' sm
nnl/F ANGLE EMBEDMENT cmumN ONLY
O
AN—
IiE BEBA V-11
2 REQUIRE
PORCH DETAIL BASED ON SCIL SEARINGC APACITY OF 1,5D0 FEE
BASED ONMIN 2,500PE ONCRETE Rewmg CI. —I Used
1 � EMBEDMENT IS ONLY REQUIRED THROUGH ANGLES Gutter � Cp, SP—,d! to 7)�
ON EACH SIDE OF COLUMN D—Lq, .1 (2) #124'
EDGE BEAM BOB *. D—&g Each
(2)#'.�SMSTHR Safe
, EDGE BEAM INTO
SCREW GROOVE OF PURUN TrPBSIDIEWALI-PURUN ANCHORING TO FOOTER WITH PAVERS DETAIL 2" X 3" BEAM CONNECTION
(8) #12 BOB EACH SIDE THRU
6 a I- CHANNEL
2" X-MANGLE IIIIP-z sms
#12�4`SDS INTO @2�0.C.ANDWTIHIN
1�-OBAND(4)#12-3W Y EACH SIDE OF COLUM
BUD INTO COLUMN A "xk
�LE G 'M. (2) #12
X BID'S -n CL-WAB COLUMN THRU CHANNEL INT
GUTTER
1pq
SIDE WALL CONNECTION DETAIL dK.
o I-I/Z'x 2-118" B�ecivjng Ch—ef '2)) TOE -NAILED 0 x 3"
hj S THROUGH
C
crewed
7'.2" D-1,H;;, / (2) Suit., DS THROUGH DOWNLEG
A
12dt SDS xrto D.—I.g Each Sid. BEAM INTO GUTTER
4" SIIS THRU
,
—CHANNEL 'UP AND CARRIER BEAM
.1 X-125` X �71S` INTERNAL CHANNEL
W�(4) IMZ13/4- SITE THRU ROOF BEAM
CONi1M1fUDW ANGLE TO INTO CHANNEL EACH SIDE
GL"C' AS RE.
GUTTER CONNNECTIONS
(2) 7X27XIV'AL ANGLES TX W'OR
WJ4#12 SDS & (2) 14-XY
CL-SMS BEAM
ANCHORS ATEACHCOLUMN
WITH MIN. I-V4EMBEOMENT
[EACH SIDE}
(2) #10O�� BOB
THRU COLUMN
1.0
O INTOI"X
EACH SIDE
MIN
EMBEDMENT AT COLUMN ONLY
++
A
1 2" X DOWNLEG CONNECTION I OPTIONAL 2"X DOWNLEG CONNECTION
X C. Ell.
2 X 7 X jI 21" STRAP EACH SIDE)
(2)#10x1-I2'Sl-I
ATTACHED THR
WALL OF BEAM
—T ZEDGE SEAM
INTERNALLY FASTENED TO
BEAM M12)#IaI-VrSDS
�"xT 08
#IMI-117 SOS
@24"O.C. AND WITHIN
r EACH S DE OF COLUM
'\IH X 3/4" SDS EACH SIDE
14 REQUIRED EACH SIDE
5'CL,SMSCOLUMN
Z'x COLUMN ---,-7 2"x2" OR
t� 2"x 3" PB
�(A#IS,14SCREW
ATTAC.ECT.PH
WALL OFCOLUMN
EACH SIDE
CHAIR RAIL CONNECTION DETAIL
Zw—lr
AL ANGLES
WA,#12 SOS
iiR)1/4"XF
ANCHORS TYP.
0
1 "x2"
21*x3 -------------
OR 2"xV'
5• L
FOOTER PER SPEC
IfB'CABUE\\
REP. CABLE DETAIL\ A
1"0X.25" WALL ALUMINUM TUBE
2* MAXLENGTI\ . .4
318"ANCHOR
EM BEDMENT INT
FOOTER/SLAB
CABLE ADJUSTMENT OPTION
m
MARK A. SMITH
FL REG. #55511
3738 KINGSWOOD DR.
SARASOTA, FL 34232