HomeMy WebLinkAbout22-3609BAR-003609-2022
Issue gate: 02/22/20 2
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accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
a:
PERMIT EXPIRES IN # MONTHS WITHOUT APPROVED INSPECTION
CALL yam. INSPECTION fir' NOTICE REQUIRED
r: iiti:.r= ' D;
PROTECT CARD FROM WEATHER
013-7 0-0020 City of Zephyrhills Permit Application
Building Department
Date Received Phone Contact for Permin
Owners Name 1, i i.- .. 4"VOwner Phone Number
Owner's Address ® Owner Phone Number
Fee Sipple Titleholder Name - Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS LOT #
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
DESCRIPTION OF WORK
BUILDINGS E
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
=GAS
NEW CONSTR
ADD/ALT
SIGN DEMOLISH
INSTALL.
REPAIR
SFR
COMM
OTHER
BLOCK
FRAME
STEEL
t _ SO FOOTAGE=
HEIGHT �
FINISHED FLOOR ELEVATION
ROOFING
E=
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE PROGRESS ENERGY W.R,E.C.
VALUATION OF MECHANICAL INSTALLATION
SPECIALTY J UI OTHER
UI AREA =YES
FLOOD ZONE
NO
BUILDER COMPANY
R 12 0a1 d
SIGNATUREREGISTERED Y / N FEE CURREN Y / N
Address License # E:
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y 1 N FEE �CURREN Y f N
Y Address License #
PLUMBER COMPANY
SIGNATURE REGISTERED Y 1 N �FEEURREN Y I N
Address License #
MECHANICAL COMPANY
SIGNATURE REGISTERED YIN �FEEURRV, Y ( N
Address License #
OTHER COMPANY
SIGNATURE REGISTERED [:::�� FE�CURREN
Y l N
Address License #
111E111EEEllltlEl11EE11E1111EE1EEE11111E41EE1111'IE111111NIIIEE11E11
RESIDENTIAL Attach (2) Plot flans; (2) sets of Building Flans; (1) set of Energy Forms; R-O-W Permit for now construction,
Minimum ton (10) working days after submittal date. Required onsite, Construction Plans, Stormw�ter glans wt Silt Fence installa�d,
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/ Sift 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 $ 500, 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
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 CONT ACT P I ILITI : 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 RESOURCEEC V Y 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 I, the applicant, have been provided with a copy of the "Florida Construction Lien La 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'S/OWNER'S AFFIDAVIT:ViT: 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, 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
AB 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.
WARNING TO ER: Y R FAILURE T EC NOTICE F C C T MAY RESULT1 YOUR
PAYING IC FOR IMPROVEMENTS TO YOUR . IF YOU INTEND TO T t FINANCING, CONSULT
WITH YOUR LENDER AN ATTORNEY BEFORE RECORDINGYOUR TIC OF COMMENCEMENT.
FLORIDA JU T(F.S. 117.03
NER oR A �N coNTRAc OR
Subscribed and sworn to o�filf
befoj me this Subscribed and swo (or em )before this
td
2 by 1 G 'id _ , ir' byWho is/are per n sowo me or has/have produced Who ist ro personal) �nownfto me drhas/have produced
t � ' as identification. �. as identification.
rY 't rY
Public f`' �. ��¢., � '`�.��-- Nota Public
CComr ` sic commission
ELINE BOGES `=C r i slon G 276457
N rtab r pad ' Name of Notary tysr 12®2022
e�. spites December 12,202 °rf�, 7r Fa&a tnsur >i7ais
.p� o y TeayFaintnsnranra�G07��'
1, — have read and fully understand and agree to the
provisions of this instrument.
The undersigned states and affirms that he or she is desirous of constructing, renovating� adding to or
reroofing his or her own domicile, that he or she actually occupies, or will occupy by said
domicile, and same is not for rent, lease or sale. That he or she shall comply with the following
conditions:
OWNER'S SIGNATURE: DATE 2— -
ADDRESS
PHONE
WITNESS PERMIT
I/Masterfi)rms/OwnersA4ridavitNovO7
No Text
No Text
General Notes
A. CONCRETE & FOUNDATION DESIGN:
1, ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE3000
PSIMINUIRM
1 ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI
NffNRaW,31/T`N(WffNALTHfCXNIUR.
3. 3000PSIFINERAESHNI14" PER CUBIC YARD ANN.) MEETWO
IN LIEU OF WELDED WIER MESH
4, ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERIMESIL
5. ALL REINFORCING SHALL COSTORM TO ASTMA615, BE GRAI
60 (60 KIN MITI) DEFORNBEE) BARS, 93 BARS MAY BE GRADE 40
6. ALL OVER FOUR CONCRETEFILLED, SUPPORTED SLABS SM
BE 3000 PSI MR, 2" MININKIM, THICKNESIL
7. SOIL BEARING PRESSURE SHALL BE ANUNIMUM OF 15MMIF,
8- THE CONCRETE SHALL CONFaRM TO ASTM C94 FOR THE
FOLLOWING:
OPC (PORTLAND CEMENT TYPE 1. ASTM C 150),
AGGREGATES - 96 STONE, ASTIA C 33 SIZE NO. 67 LESS THAN
3/4",
AIREN-IRAINING+l-I%-ASTM C26D
OTHER ADMIXTURES SHALL NOT BE PERORTTED.
9. MEAL WELDED WERE SHALL COGIFORM TO ASTM A 185.
10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN
CONCRETE INSTITUTE MANUAL STANDARDPRACIICE,PAPT 1,
RECOMMENDAMUNS,
11. IFITIMIZINGEXISTING CONCRETE FOR
CONCRETE:SHALL BE A NNINIUM OF 4"
VISIBLY FREE OF ANY STRUCTURAL EX
E. MASONRY:
i. CONCRETE MASONRY UNITS (CMG) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI Ns NIS'a B BASED ON
TYPE M OR S MORTAR,
2.ALL MORTAR SHALL BE OF TYPE Of OR S.
3.ALL GROUT SHALL BE 2000 PSI MINDAUM AND HAVE
MAMMUNE COARSE AGGREGATE SIZE OF 3/8',
4 PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONIARPNG
RE I ]URGE CEM ENT Val E N GROUT FOUR EXCEEDS Y-0 " IN
BRIGHT,
C. ALUMINUM:
1. ALL STRUCTURAL ALUNUNUM SHALL CONFORM TO THE
MINTMEUM REQUIREMENTS OF 6005-TS FOR ALLOY WHH A
MININIUM THICKNESS OF 0,040' FOR SUPPORTING NIESOERS.
2. WHERE KICK PLATES ARE USED A NGNIMUM THICKNESS OF
0.024" SHALL APPLY.
3- STRUCTURAL ALUMINUM DESIGN C(NTORMS TO "PART I -A -
SPECIFICATIONS FOR ALUMITTUMSTRUCTURFS -ALLOWABLE
STRESS DESIGW OR "PART I-B - SPECIFICATIONS FOR
ALUMINUM STRUCTURES - BUILDE90 LOAD AND RESISTANCE
FAC70RDESIGN OF THE CURRENT ALUM0,TUMDESIGN
MANUAL PREPARED BY THE ALUMINUMASSOCINTION,
INC,WASHRIGION D.C. THE FLORIDABUILDING CODE 6TH
EDITION
4, WHERE ALUMINURI COMES INTO CONTACT WITH STEEL OR
PRESSURE TREATED LUMBER PROVIDE DIEL EC` TRIG
SEPARATION,
5- ALUM NUMMEMBERS SHALL BE STITCHER WITH NO LESS
THAN 910 SMS 6" FROM THE ENDS AND 12' ON CENTER, IF
USING 912 SPACING MAYBE 24' ON CENTER
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEY
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATINH
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND
SPEEDS EXCEED 75 MPH' . DECAL SHALL BE PLACED SO IT IS
VISIBLE WHEN PANEL IS INSTALLED.
D. FASTENERS-
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE
300 18-9, WITH STANDARD FLAT WASHER UNLESS
]MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
WITH ACQ PRESSURE TREATED WOOD
2, THIN BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD
FLAT WASHERS AND NUTS.
3. ALL CONCRE"M SCREWS SHALL BE, SIMPSON, HILL, RAWL,
TAPCON, REDHEAD, DYNABOLT, OR APPROVED EQUAL
4 ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
HOT DIPPED GALVANIZED,
5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDM ENT OF BX
BOLT DIAMETER INTO STRUCTURAL FRAMING (G=,42 MIN).
6, LAC BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT
GREAT ER THAN 70 PERCENT OF THE THREAD DIAMETER OF
THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO
CIRCUMSTANCES BY DRIVING WITH A HAMMED,
7. ALL EXPANSION ANCHORS SHALL RE DRSIGNET) IN
14ANUFACTUREK FASTENERS SHALL BEA MINIMUM OF SAE
CARDS #5 OR BETTER.ZINC PLATED.
8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
9. ALL FASTENERS SHALL COMPLY WITH ASTM A153,
10, ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS
G-185,
It FOR EMS, THE MINIMUM UM CENTER -TO -CENTER SPACING SHALL
BE 3X'AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2-
UNLESS NOT"' ETHER WISE.
EW
REFEREN �A&L44,pMi_
ASTM E 119
ARTS! E 120
ASCE7-16j__
AA AS M 3 5, fy RARE. 1'90 MTMC! VT X rT-
ASTM C94
ASTM CISO
ASTM C33
ASTM C260
ASTM C494
ASTM A615
ASTM AIDS
FLORIDA BUILDING CODE
6TH EDITION .
CURRENT ALUMINUM DESIt-NMAWWL6"
F. ABERMATIONS:
THE FOLLOWING LIST OF ARBREVIAT IONS IS NOT INTENDED
TO REPRESENT ALL THOSEUSED ON THESE DRAWINGS, BUT
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS,
i. TYR TYPICAL
2. SIM SIMILAR
31 NOR -- UNLESS OTHERWISE NOTED
4. CONT--CONVNUOTJS
5, VIE --VERIFY IN FIELD
G. RESPONSIBILITY:
1, ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDINANCES, ETC
2. CONTRACTOR SHALL VEPIFYALL DIMENSIONS AND DETAILS,
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD
CONDITIONS.
3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE
'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE
CONTRACTOR.
4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
ON INFORMATION PROVIDED BY THE CONTRACTOR AND
MANUFACTURER,
S. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA
LICENSED P.E. IN ACCORDANCE WITH STANDARD
ENGINEERING PRACTICES.
H. MISCELLANEOUS:
1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PREFAB HOME
WITHOUT'A MANUFACTURERS HOST BEAM. UNITS BUILT PRIOR
TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL
SUPPORT, SO THAT NO ADDITIONAL LOADING IS PLACED
ON THE MANUFACTURED HOME.
2, IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPATHE.
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE
R 4501.17 IN ITS ENTIRETY.
3. EMERGENCY ESCAPE & RESCUE OPENING PER FBC R310A
SHALL BE VERIFIED BY CONTRACTOR & BUILDING OFFICIAL
4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR
S. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
ENSURE BONDING AGENT IS USED FIRST.
6, SCREENING MATERIAL SHALL BE 18XI4X0,013 OR
EQUIVALENT DENSITY SCREEN MUSH ONLY UNLESS NOTED
OTHERWISE
CARPORT, SHED AND CONCRETE
DESIGN DATA:
L ULTIMATE DESIGN WIND SPEED Vult (3 SECOND GUST); 13OMPH
NOMINAL RESIGN WIND SPEED Vasd: 110 MPH
2. RISKCATEGORY: 1
3, WIND EXPOSURE: B
4: INTERNAL COEFFICIENT: /-.18
S. WIND LOADS:
SOLID ROOF (MWFRS): 20 PER
COMPONENT & CLADDING PRESSURES:
ROOF ZONE 1: 8,9/-21B PSF, ZONE 3: 8,9/-55R PSF
WALLS ZONE 4: 21,81-23,6 PSF, ZONE 5: 21,8/-29.10 PSF
6. EXISTING 4" CONCRETE SLAB, W1 RGOOPSI FINERMESHAND FOOTER,
PROPOSED ISOLATED CONCRETE FOOTINGS PER DETAIL,
SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE
7. SOLIDROOFTYPE: 3"X.024 COMPOSITE PANEL FL# 7561 OREOUIV,
ALUMINUM STRUCTURAL MEMBERS
HOLLOW SECTIONS
2x2: -----------------------------------_2" x 2'x 0.044"
3x2: -_____________________________-__-----3" x 2'x 0.050'
2x3: -----------------__-_______-__-_-____2" x 3" x €3.050'
2x3; -------------- ------------------ 2'x3'x0,070'
2x4: ------- -------------- ----------------2" x V x 0.050'
2x5-- --------------------------------------- 2" x S'x 0.050'
OPEN BACK SECTIONS ALL W01
1x2: ----------------------------- --------- 1" x 2clowa
1x3: -------------------___ -___________ ---___1„ x 2RAIrm)
SNAP SECTIONS . ORRb
AND THE J ,,, #
2 x 2 Snap: ----------------
--------- - ---_-2„ 2 x ,
2 x 3 Snap: ----------- --------------------- 2" x 3'x 0.050'
2 x 4 Snap:----------------------------- 2" x 4" x 0.045'
SELF MATING fSMB
SHALL COWLY VATH PREVAILING
ORIDA BUILDING 60DE,
ELECTRIC CODE,
3TyCIF ZEPH-eRHjLLS
2 x 4 SMB:---------------------- 2" x 4x 0.044" x 0,100"
2 x 5 SMB: ---------------------- 2"x S'x 0.050"x 0.118"
2 x 6 SMB:---------------------- 2" x 6`x 0,050"x 0,120"
2 x 7 SMB: ---------------------- 2" x 7" x 0.057" x 0,120'
2 x 8 SMB: ---------------------- 2" x 8`x 0.072'x 0.224"
2 x 9 SMB: ---------------------- 2" x 9- x 0.072- x 0.224"
2 x 10 SMB: ------------------- 2" x 10" x 0.092'x 0374„
ag%64 1 jFEjj
zzz
cl
PL�A,OF ZEPHYR- -
EXA I �E�Z�
m
3X3X.093 TYP
PROPOSED
ISOLATED FOOTINGS
2'X2'X2'
2'X2'X2'-6"
11
2'X2'X2'-6"
3
AND 12"WX10D
MONOLITHIC FOOTING
FRONT
VIED!
X4 SIB
EXISTING
2X3 KNEE BRACES
PARK MODEL
PROPOSED
CARPORT
X
AND SHED
n
x
BEYOND
r3
4
EXISTING SLAB
SIDE ELEVATION
SAB. DEPTISIM.B. WEB TUBE WALL CORROSION RESISTANT
.H. WALL I -r —
---_ TING ROO1,
COMPOSITE PANEL ATTACHED
TO HEADER WITH #12 X 3W
WASHER/SEAL HEAD SCREW,
TOP AND BOTTOM @8- O-C,
ALUMINUM FLASHING
ATTACHED W/ #10 X 5/8"
TEK SCREW
COMPOSITE
PANEL ROOF
#12 TEK SCREWAND 1-1/4"0 NEOPRENE
WASHER @ 8" O.C. PER PANEL
(USE SCREW LENGTH EQUAL TO COMPOSITE
PANEL THICKNESS PLUS V MIN,)
(N) 3/8' THRU BOLTS, NUTS,
AND WASHERS PER CHART
2x 4TH WALL SMB
ALUKPOST PER PLAN
PER PLANE
4TH WALL CONNECTIONS
COMPOSITE ROOF, POST AND BEAM
FASTEN POST TO CONCRI
WITH INTERNAL BASE P
(4) 3/8"CORROSION RESIST/
CONCRETE ANCHORS Vv
2-3/4" EMBEDMENT MIN. A
3" EDGE DISTANCE f
ALUMINUM POST TO
JM POST PER PLAN
3/8' HEX HEAD THRU
,LT, WASHER, AND NUT
RROSION RESISTANT
GA. INTERNAL ALUMINUM
SE PREDRILL VERTICAL
kNGES
POST PER PLAN
FOR FOOTING SIZES OVER 18'
IN DEPTH (2) #5 X 12- REBAR
CROSSWISE THRU POST
4'- 6' FROM BOTTOM OF POST
ISOLATED FOOTING
SEE PLAN FOR SIZES
FASTEN COMPOSITE PANEL TO BEAM WITH -\ -
#12 TEKS WITH 1-114"0 NEOPRENE WASHERS 3" X 48" COMPOSITE PANEL
@ 8" D.C. PER PANEL (USE SCREW LENGH EQUAL
TO COMPOSITE PANEL THICKNESS PLUS 1"MIN.)
(N) 3/8" THRU BOLTS, WASHERS, 2X SMB PER PLAN
AND NUTS, CORROSION RESISTANT,
TYPICAL (SEE CHART) ALUMINUM POST PER PLAN
COMPOSITE ROOF, POST AND BEAM CONNECTION
ummagm
ALUMINUM 2'X 3KNEE BRACE
(17 X 12-) - 46- MIN.
CONNECT KNEE BRACE TO
IQ COLUMN/BEAM WITH,060"RECEIVING
LUM CHANNEL OR GUSSET PLATE.
FASTEN W/ (3) #10 X 3/4" TEK SCREW
AT EACH CONNECTION POINT
COLUMN
PER PLAN
KNEE BRACE CONNECTION
FASTEN SMB TO RECEIVING
CHANNEL W 14"TEKS
(I SCREW/ INCH OF BEAM 3.E,.I,_,)
STAGGERED
I - ALUMINUM POST
MIN. 060 RECEIVING CHANNEL PER PLAN
FASTENED TO POST W1 #9Ox3WrEKS
(i SCREW/ INCH OF BEAM HEIGHT)
STAGGERED
BEAM TO POST CONNECTION
4
t
t i
li 4 4
a `
1 t
k
4