HomeMy WebLinkAbout22-3719City of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542 BGR-003719-2022
Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 03/09/2022
#
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re-011; 14SA-11i 07-71-77TME M,
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
M $ 0,11,57,19
PE IT OFFICE
V�
ITHOUT APPROVED INSPECTION
I IDEA Nail a' tkoml Ell' "I I z t
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for _��Pei mittin
Owner's Name Owner Phone Number
Owner's Address Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
JOB ADDRESS LOT # =
SUBDIVISION
PARCEL ID#
�/O �61) �6M) �6
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
NEW CONSTR F1
ADD/ALT
SIGN
DEMOLISH
INSTALL
REPAIR
PROPOSED USE
SFR
COMM
OTHER
TYPE OF CONSTRUCTION
BLOCK
FRAME
STEEL
DESCRIPTION OF WORK
F
__wED
-2-0 X
13
BUILDING SIZE = SCI FOOTAGE = HEIGHT [:=
=BUILDING VALUATION OF TOTAL CONSTRUCTION S-711
=ELECTRICAL AMP SERVICE PROGRESS ENERGY = W.R.E.C.
=PLUMBING 44ohv
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING SPECIALTY OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER _-7 COMPANY E 6ryke 1) Lo
SIGNATURE REGISTERED �FEE C�URREr,
Address License
ELECTRICIAN COMPANY E
SIGNATURE jjj REGISTERED ;;;; FEE C�URRV,
Address License #E--:===
PLUMBER COMPANY E
SIGNATURE REGISTERED �;�FEECUR�RE�Y 1 N���
Address License #E:=====
MECHANICAL COMPANY � SIGNATURE REGISTERED �FEECURREN
Address License #E====
OTHER COMPANY E
SIGNATURE REGISTERED ;;P; FEE CU�RRE�
Address License #E=::=:=
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, 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 & I 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. (IC upgrades over $7500)
Agent (for the contractor) or Power of Attorney (for the owner) Would be someone with notarized letter from ownerauthorizingsame
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 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 w rk he i
FLORIDA JURAT (F. 3)
OWNER OR AGE
Sups.'bed and sw h o (or jiffirrned) before one this
- -2
--2— - - b v
Who is(1reVersonally mown to me or has/have produced
9 "
as identification.
1. CommissW # GG 276457
M
M
as lder�tification.
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:
I/Masteffonns/OwnersAffidavit/NovO7
1111 ! I � � I I �� 1� 191111 �
W--1tjj,r4,V I I ii:
,777cesswu V71 TAT jvN7;TM,;s
street.
Date Reed —/—/— LOT IMPROVEMENT REQUEST Permit No
Toe EPPOA Lot Improvement Committee & Board of Directors
e 'I
FromtaEt 6 pit F 0 1
Lot# /Address: lr�25' ?�CKI�Pll
:?Phone number where you can be reached:
We request EPPOA approval for construction, addition to our installation, on the following:
(-f Shed ( )Lanai ( )RV Port ( )Park Model ( ) Cottage ( )Concrete Slab ( ) Pavers
( ) Concrete PaintingLandscaping ( )Pet enclosure (or other
All requests for construction/additions/ramodeling are required to have a complete,
detailed/sketch, to include footprint, setbacks, front elevation, back elevation, left
righ side elevation and top elevation. All elevations must include all sizes and locations
of windows and doors, with length, width and height of the overall structure. Park models
are to include pamphlet with pictures. In addition, all requests require and must include
the full description, including color of siding, trim, shutters, doors, pavers and concrete
painting if applicable. "PRIOR TO BEGINNING CO— TION" a copy of the Zephyrhills
building permit and a copy of the completed engineering plans must be RETURNED to the "LOT
IMPROVEMENT COMMITTEE", these will be returned to you for construction. Upon completion of
7our —construction a complete copy of the engineering drawings of the structure, (as built)
permits, inspections and final permit approvals must be returned to the Emerald Pointe Lot
Improvement Committee for Office filing.
Pet enclosure must follow guidelines for size, height and location.
M
36' Permit No P
5ft Setbacl(
°TYPICAL 36' X 6 ° LOT
2
0 1
41
w �
t
5ft Setback 5ft Setback
Sm
Lotat �css.
Qiatter Date: I
1-0 fft Setback from Inside of Curie to building
1 fft Setback to coach.
�
4 1 V
4 1 4
Date Recd_/_/_ LOT IMPROVE14M REQUEST Permit No-/
Recommend$ Approval Date _/_/_ Recommends Denial Date_/ —___-A
committee Members:
Remarks:
Board of Directors
Approval Date 3 / '47 Date Denied-/-/
,a�
Remarks:-
( ) SEE ATTACHED DRAWINGS/SKETCHES FOR ALL REQUIRED DETAILS.
6��
�,
h ., n � � � .�t� a �,,,,� ,. s _,'� `s �.�,'v �....� t a< �z�:� cu. „�,� <v�a��.�. � �^� .,:,_�z. ,. � �,�.& z� � e �,,, , ��a` �,,
ALUM FLASHING
INSTALLED 6 SHINGLES
FIRST ROW OF SHINGLES
OR UNDER DRIP EWE
VI
-XPA PURPOSE
ON Si:
2'X4' WOOD TOP PLATE
WALL "MTH MIU
NTERNAL OR EXTERNAL U CHANNEL
4TH WALL BEAM
�1111TEIWTHI,IWONEOPRENE
—FASTEN FNTERNALOREXTERNAL
z CHANNEL TO STRUCTURAL WALL
J
EXISTING HOST WASHER @ T O.C. PER PANEL (USE
FASTEN RECENING CHANNEL MEMBERINITH 114'Ox2' LAG SCRE
I PER 2;NCHES OF BEAM HE�GHT V'S
I SCREVVPER CINCH BOViFi#BIEOA)�MS14H,"EfECKHST
SCREW LENGTH EQUAL TO COMPOSITE
STAGGERED
PANEL THICKNESS PLUS V MIN)
BEAM TO WOOD WALL CONNECTION
FASTEN 2X OF SHED WALL TO EXISTING
HOST WALL WTH 114`0 X 4LAC SCREW 16' O.C,
2X*' WOOD STUDS 0 16' O.C.
WOOD NTH WALL ROOF CONNECTION
HEADERS SPAN JACK
0 BEARING WALL I SIZE STUDS
SUPPORTING 2 0x4' 4-47 1
ALUM' PAN ROOF (2 V-4" 1
') 2.'.
(2) 2.B' 8'-e 1
( (2� '.�"
2) 2.10' 91-6' 2
2
DBL HEADERS W/J- PI2WD.'pPACER, GLUED &
NAILED W/16d NAILS 0 24 O.G. (2 ROWS
STAGGERED)
2X CRIPPLES @ W O.C.
N=
SIMPSON LSTA STRAPS OR EQUW.
APPLIED PER MFGFrS SPECS.
2X JACK STUD PER TABLE
ATTACH TO CONTINUOUS STUD
W/ 16d NAILS @ 24' O.C.
INSTALL WINDOWS / DOORS
IN OPENINGS PER MFGRS
INSTALLATION INSTRUCTIONS
SIMPSON CUP, SPH OR SCOW.
APPLIED PER MFGRS SPECS.
FRAMING FOR OPENINGS WITH HEADER
ALL WOOD STUDS
AND BLOCKING FOR
WALLS SHALL BE 2X6
FASTEN COMPOSITE PANEL TO TOP PLATE
wrrH 1/4o LAG SCREW wrrH 1-i/2o.
NEO-WASHER 0 8- O.C. WITH 1-1/2-
EMBEDMENT
DBL 2X TOP PLATE (ONLY NON -TREATED
WOOD IN CONTACT W/ALUM, ROOF OR PROVIDE
IMPERVIOUS MOISTURE BARRIER)
DBL. 2X HEADER WITH 1/2' PLYWD. SPACER.
OVER WINDOWS/DOORS, SEE HEADER TABLE
INSTALL WINDOWS PER MANUF,-
INSTALLATION INSTRUCTIONS
1/2- PLYWOOD OR OSS
SHEATHING SHALL OVERLAP BOTTOM AND
TOP PLATES. COVER WITH APPROVED
WEATHER RESISTANT BARRIER SUCH AS A
POLYETHLYLENE HOUSE WRAP PER MFGS SPECS,
VINYL SIDING OF CHOICE APPLIED PER MFG'S SPECS,
2X WOOD STUDS @ 16" =�
2X P.T. BASE PLATE-
1/2-0 WEDGE ANCHORS W/STANDARID WASHERS, 12- FROM
CORNERS, C FROM OPENINGS AND 24' O.C. WITH 4�' PIN,
EMBEDMENT AND 1-3/4' MIN, EDGE DISTANCE TYP.
of�PERR31&�7 C C C
ONCRETE BELOW
N RE; BELOW Ga"DE ER R403�1
GRADE PER R403A
"k
MNEZFJM
NOTE: VINYL SIDING MUST BE INSTALLED
OVER A MINIMUM 7/16-
WOOD STRUCTURAL PANEL SHEATHING
(PLYWOOD OR OSS) WITH AN APPROVED
WEATHER RESISTIVE BARRIER PLACED
UNDER THE SIDING.
2X BLOCKING FOR PANEL SPLICE WHERE
WALL HT. EXCEEDS PANEL LENGTH
WALL PANEIS (PLYWOOD) NAIUNG Rita
NAIL 8d NAILS 6" O.C. 0 EDGES & 12' O.C. IN
FIELD. ROWS OF NAILS SHALL BE 1/2" MIN. FROM
PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP
BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED
PER MFG.S SPECIFICATIONS.
WHEN SHEATHING PANELS ARE CONTINUOUS FROM TOP
TO BOTTOM PLATE (8'-0- OR LESS) SIMPSON STUD
PLATE TIES ARE REQUIRED ONLY AT THE CORNERS AND
EACH SIDE OF OPENINGS, AND SHEATHING IS NAILED PER
PANEL HAILING NOTE.
WHEN SHEATHING PANELS ARE NOT CONTINUOUS, SIMPSON
OR H4 STUD PLATE TIES ARE REQUIRED AT ALL STUDS.
4" 2500 PSI CONCRETE SLAB WITH B'X6' #10 WWM
(OR FIBERMESH) OVER 6 MIL. POLY VAPOR .
BARRIER W/EDGES LAPPED 6- & SEAMS TAPED,
OVER CLEAN, COMPACTED, TERMITE TREATED SOIL.
2 #5 REBAR CONT.
ON 3" HIGH CHAIRS
�17/ /I
FOOTING WIDTH AND DEPTH SIZE AS PER R403.1 & B1809A.
WALL SECTION/DETAILS
S.M.S. DEKI S.WB, WEB I TUBE WALL I CORROSION RESISTANT
IH, WAtl Ir 1 *14"
COMPOSITE PANEL ATTACHED
TO HEADER WITH #12 X 3/4'
WASHERISEAL HEAD SCREW,
!��X'STJJVG &OOF
TOP AND BOTTOM Q8- O.C.
ALUMINUM FLASHING
ATTAGHEDWI#IOX518,'
TEK SCREW
wiffmagan
EXISTING -L--1 ``- #12 TEK SCREW AND 1-1/4"0 NEOPRENE
4--.6
HOST WALL F-Tr WASHER @ 8" O.C. PER PANEL
(USE SCREW LENGTH EQUAL TO COMPOSITE
PANEL TMCKNESS PLUS V MIN,)
(N) 318- THRU BOLTS, NUTS,
\AND WASHERS PER CHART
-2x 4TH WALL SMB
ALUM. POST PER PLAN
PER
4TH WALL CONNECTIONS
COMPOSITE ROOF, POST AND BEAM
ALUMINUM POST PER PLAN
(2) 318"HEX HEAD THRU
FASTEN POST TO CONCRETE BOLT, WASHER, AND NUT
WITH INTERNAL BASE AND CORROSION RESISTANT
(4) 318"CORROSION RESISTANT
CONCRETE ANCHORS WITH 11 GA. INTERNAL ALUMINUM,
2-3/4" EMBEDMENT MIN, AND BASE PREDRILL VERTICAL
3' EDGE DISTANCE MIN. FLANGES
'ALUMINUM POST TO
CONCRETE SLAB CONNECTION
FOR FOOTING SIZES OVER 18'
IN DEPTH (2) #5 X IT 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" O.C. PER PANEL (USE SCREW LENGH EQUAL
To COMPOSITE PANEL THICKNESS PLUS I" MIN,) �
(N) 3/8" THRU BOLTS WASHERS2X SMB PER PLAN
AND NUTS, CORROSION RESISTANT,
IANT:
TYPICAL (SEE CHART) ALUMINUM POST PER PLAN
COMPOSITE ROOF, POST AND BEAM CONNECTION
—CONNECT KNEE BRACE TO
COLUMNIBEAM WITH .060" RECEIVING
J-CHANNEL OR GUSSET PLATE.
FASTEN W/ (3) #10 X 314- TEK SCREW
AT EACH CONNECTION POINT
ALUMINUM COLUMN
PER PLAN
KNEE BRACE CONNECTION
FASTEN SMB TO RECEIVING
CHANNEL W14HOX314"TEKS
(11 SCREW INCH OF BEAM HEIGHT)
STAGGERED
I `®-ALUMINUM POST
MIN, OW RECEIVING CHANNEL -j PER PLAN
FASTENED TO POST W/#104W TEKS
(I SCREW I INCH OF BEAM fiEfGKO
STAGGERED
BEAM TO POST CONNECTION
Gene rallNotes
A. CONCRETE & FOUNDATION DESIGN:
I. ALL CONCRETE GRADE BEAMS AND F00TRV3S SHALLBE_ 000
PSI LEYTINTUM.
2, ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI
MINIMUM, 3 1/2" NOMINAL THICKNESS.
3, 3000 PSI FIBERMESH (3/4"PER CUBIC YARD MITI.) MEETING
APPROPRIATE AC I AND ASTM REQUIREMENTS DAY BE USED
N CHOICE WELDEDWIRENIBEI
4, ALL SLABS ON GRADE SHALL BE 4' THICK WITH FIBEFIDIESH.
5, ALL RETINTORCING SMALL CONFORM TO ASTM A6UL BE GRADE
60 (60 KSI,',ffN.) DEFORMED BARS, 93 BARS MAYBE GRADE 40
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL
BE 3000 PSI NMK, 2- MININIUM. THICKNESS. ,
7. SOIL BEARING PRESSURE SHALL BE A MENTIGUM OF 1500 PEE,
8, THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWENG:
OPC (PORTLAND CEMENT TYPE I.; ASTM C 150),
AGGREGATES - 96 STONE ,,kSTM C 33 S12E NO, 67 LESS THAN
31".
AIR ENTRADNING +/- 1% - ASTM C 260.
WATER REDUCING AGENT - ASTM C 494,
CLEAN POTABLE WATER.
OTHER ADMIXTURES SHALL NOT BE PERMITTED.
9. METAL WELDED WIDE SHALL CONFORM TCASTM Ai85.
10. PREPARE & PLACE CONCRETE ACCORDING TO AMER GAN
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1,
2, & 3 ALONG WITH HOT WEATHER CONDITIONS
RECOMMENDATIONS.
I I. IF UTILLUNG EXISTING CONCRETE FOR FOUNDATION,
CONCRETE SHALL BE A NVVAlfUM OF4'IN THICKNESS,
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING,
SPALLING OR OTHER DETERIORATION.
B.NIASONRY:
i CONCRETE MASONRY UNITS (CM-M SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI NONIMIRM BASED ON
TYPE M OR S MORTAR.
z.ALL MORTAR SHALL BE OF TYPE MOR S_
3 . ALL GROUT SHALL BE 2000 PSI MUNINfUM AND HAVE
SAX11,RJM COARSE AGGREGATE SIZE OF 3/8".
4TROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTADUNG
REINFORCEMENT WHEN GROUT POUR EXCEEDS T-V IN
HEIGHT.
C. ALUTMINUM:
I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO
]MINIMUM RETIUMENIENTS OF 6095-T5 FOR ALLOY INI IT! A
IMUMUMTHICKNIHIS OF 0,040'FOR SUPPORTINGMEMPFRS.
2, WHERE KICK PLATES ARE USED A NUNRAUM THICKNESS OF
0.024" SHALL APPLY,
3, STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART I -A -
SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE
STRESS DESIGN" OR "PART I-B - SPECIFICATIONS FOR
ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE
FACTOR DESIGN" OF THE CURRENT ALUMINUM DESIGN
MANUAL PREPARED BY THE ALUNIRTUMASSOCIATION,
MC.IVASHINGTON D.C. THE FLORIDA BUILDING CODE 6TH
EDITION,
4. WHERE ALUMIRTUNI CONES INTO CONTACT WITH STEEL, CE.
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC
SEPARATION.
5. ALUMINUM MEMBERS SHALL BE STITCHED MTH NO LESS
THAN, 410 EMS 6" FROM THE ENDS AND 12 " ON CENTER, IF
USINGM2 SPACING MAYBE 24'ONCENTEk
6, INNYL AND ACRYLIC PANELS SHALL BE REMOVABLE THEY
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING
'REMOVABLE PANEL SHALL BE REMOVED WHENEIIND
SPEEDS EXCEED 75 MPH' . DECAL SHALL BE PLACED SO IT IS
VISIBLE WIDEN PANEL IS METALLED.
D. FASTENERS:
i. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE
300 18-8, WITH STANDARD FLAT WASHER UNLESS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
WITH AGO PRESSURE -TREATED WOOD.
2, HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD
FLAT WASHERS AND NUTS.
3, ALL CONCRETE SCREWS SHALL BE SIMPSON, HILTI, RAWL,
TAPCG_N, 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 EMBEDMENT OF 8X
BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.).
6, LAN BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT
GREATERTHAN 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 HAMMER.
7, ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
ACCORDANCE WITH THE SPECIFIC MANUFACTURERS
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
BE APPLIED IN CONDITIONS ACCEPTABLE TO
MANUFACTURER. FASTENERS SHALL BEA MINIMUM OF SAE
GRADE #5 OR BETTER ZINC PLATED.
8, ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
FOR USE MIN ADS PRESSURE TREATED WOOD, OR
OTHERWISE NOTED ON PLANS.
9, ALL FASTENERS SHALL COMPLY WITH ASTM BIBS.
10, ALL CONNECTORS' SHALL COMPLY WITH ASTM A653 CLASS
G_185.
ii. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL
BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2"
UNLESS NOTEDOrf IJERWfaE
E. REFERENS tAN DA'PDS,
ASTM E 119
ASTM E 1360
ASCE 7 -16 1
AAASM35,AND sPELz FOR ALUMiNuM ?ART i-A, I-G
ASTM C94
ASTM C150
ASTM C83
ASTMC260
ASTM C494
ASTM A615
ASTM AISS
FLORIDA BUILDING CODE
6TH EDITION
CURRENT ALUMINUM DESIb-PTAXUAn`
F. ABBREVIATIONS:
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALL THOSENSED ON THESE DRAWINGS, BUT
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
L TYR TYPICAL
2. SIM MMnAR
3. DON- UNLESS OTHERWISE NOTED
4, C014T - CONTINUOUS
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,
z CONTRACTOR SHALL VERIFYALL 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
MANUFACTURES.
5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
LICENSED R.B. IN ACCORDANCE WITH STANDARD
ENGINEERING PRACTICES.
H. MISCELLANEOUS:
1. ALUMINUM ADDITIONSARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME
WITHOUT A MANUFACTURER'S HOST BEAM, UNITS BUILT PRIOR
TO 1994 REQUIRE A SEPARATE ENGINEERED ATE WALL
SUPPORT, SO THAT NO ADDITIONAL LOADING IS PLACED
ON THE MANUFACTURED HOME.
2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
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 NBC R310A
SHALL BE VERIFIED BY CONTRACTOR& BUILDING OFFICIAL
4, DOOR LOCATIONS MAY BE DETERMINED 114 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 IBX14X0.013 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
OTHERWISE.
CARPORT, SHED AND CONCRETE
DESIGN DATA:
1. ULTIMATE DESIGN WIND SPEED Vult (3 SECOND GUST): 136MPH
NOMINAL DESIGN WIND SPEED V.sd: 110 MPH
2. RISK CATEGORY: 1
3. WIND EXPOSURE: B
4: INTERNAL COEFFICIENT: +/- AS
S. WIND LOADS:
SOLID ROOF (MWFRS); 20 PSF
COMPONENT & CLADDING PRESSURES:
RELY ZONE 1t 8,9/-21.8 BOB, ZONE 3: 8.9/-55.0 EST
WALLS ZONE U 21.8/-23,6 PER, ZONE 5: 21,8/-29,10 PRE
6. EXISTING 4' CONCRETE SLAB, W1 3GOG PSI FIBERMESH AND FOOTED,
PROPOSED ISOLATED CONCRETE FOOTINGS PER DETAIL,
SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE.
7. SOLIDROOFTYPH: 3"X,024 COMPOSITE PANEL FL# 7561 GREQUIL
ALUMINUM STRUCTURAL MEMBERS
HOLLOW SECTIONS
x 2: ---------------------------------------
",x2
2 2 0,044"
3x2:------------------------------------3"
x 2" A 0,050'
2x3: --- ---------
--- ------------- ----------- 2'x3'x0,050"
2x3L ------------
------- --------- ------- 2" x 3"x 0.070"
2 x 4: ---------------------------------------
2" x 4" x 0.050'
2 x 5: ------------------------------------2„
x 5" x 0.050'
OPEN BACK SECTIONS
1 x 2:-----------------------------------
I' x 2" x 0,040"
1 x 3: ----------------------------------------
I" x 3'x 0,045"
SNAP SECTIONS
2 x 2 Snap;
------------------------- - ------- 2" x 2'x 0.045"
2 x 3 Snap:
---------- --------------------- -- 2" x 3" X 0.050`
2 x 4 Snap:------------------------------
2'x 4�'x 0.045'
SELF MATING (SMB)
2 x 4 SNIB: ----------------------
2'x 4" x 0.044" x 0,100'
2x5SMB: ----------------------
2'x 5"x 0.050"x 0,118'
2x6SMB: ----------------------
2'x 6" x 0.050" x 0.120"
2x7SMB: ---------
------------ 2'x 7"x0.057" xO.120"
2x8SMB: ----------------------
2'x 8" x 0.072" x 0.224"
2x9SMB: SMB:
--------------------- 2" x 9" x 0.072" x 0.224"
2 x 10 SMB:
------------------- 2'x 10"x 0.092'x 0,374"
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LL WORK SHALL COMPLY WITH F
FLORIDA BUILDING CODE,
JArIONAL ELECTRIC CODE,
;ND THE Cffy OF ZEPHYRHILLS
)RDINANCES
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