HomeMy WebLinkAbout21-3392City of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542 ELCMISC-003392-2021
Phone: (813) 780-0020 Issue Date:
Fax: (813) 780-0021
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 11111RIMPI I I Plifl7i 1111 11 11 1 Jill
23131��Mi
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
PEfIT OFFICEC)
ITHOUT APPROVED INSPECTION
1. 11 * ffiffiN11,11, li;�-i
wil'
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GENERAL NOTES 1458 ( ULT )
A, Wood:
1. All lumber on or below gr.--,de to be ACQ Pressure Treated Southern Yellow
Pine #2 Grade (Flo = 1,000 psi min.)
2, All lumber above grade (non -decking) shall be Southern Yellow Pine II Grade
3, All framing lumber shall be hem -fir 02 grade or equivalent
4. Wood structural panels to be �" Min, thickness, exposure I structural sheathing
5, In all instances where aluminum comes into contact with pressure treated wood,
provide dielectric separation
B. Concrete - If Shown - (See Site Preparation for Existing Concrete)
1. All concrete shall be 3000 PSI min.
2, All concrete filled supported slabs shall be 3000 PSi min., +/- 4" min, thickness
3, Flkbermesh (3/4" per cubic yard min,) meeting appropriate ACi 4 ASTM
requirements may be used in lleu of welded wire mesh.
4. All slabs on grade to be +14' thick with Fibermesh on 6 M11 polyethylene
vapor barrier on poisoned soil/fill.
5, All reinforcing to be grade be ASTM A615 Grade (60 K51 Min.) deformed bar$
6. All overpour concrete filled supported slabs shall be 3000 PSI min.
w/ A Bonding agent added,
1. Soil bearing pressure shall be a minimum of 2000 PSF (U.N.O,)
C. Masonry: N/A
D. Aluminum
1, All structural aluminum conforme to the minimum requirements of
6005 - T5 for alloy and temper.
2, All structural aluminum work conforms to "Part I -A - specifications for aluminum
structures - allowable stress design: or "Part 1-5 - Specifications for aluminum
structures - building load 4 resistance factor design" of
The Aluminum Association Inc. Seventh Edition, EFFective January 2000
3. In all instances where aluminum comes into contact with steel,
or pressure treated lumber provide dielectric separation
E. Glass
I, Glass units consist of two panes of I&' thick tempered
glass with a spacer between panes with an argon fill
2. Glass conforms to ASTM E1300
Solid Wall Panels
I. Aluminum panel skin is Alloy 3105 - H14/H25 and is 0.024" thick min.
2. Panel Core Foam is Preformed Expanded Polysterene Hoard (EPS).
F, Sealant _ I, All sealant conforms to TT-S-OOI543 A, TT-8-002306
ASTM C - 1520 Type 5, Grade NS, Class 25,
G. Gaskets ., 1, All gaskets are co -extruded and are non -migratory.
H. Fasteners
1. All lag bolts shall conform to stainless steel type 300 18 - 8,
with standard flat washer unless manufacturer galvanized bolts
specifies For use with ACQ pressure treated wood
2. Hex bolts to be ASTM A325, plated with standard flat washers and nuts
3. All concrete screws shall be 4" x 2 h" min., Simpson, Hilti, Rawl, Tapcon,
Redhead, Dynabolt, or approved equal
4. All metal ties and associated accessories shall be hot dipped galvanized
5, All lag bolts to have a min, embed, of 8x bolt diameter into
structural framing (G = .42 min.)
6. Lag bolts and screws into wood framing shall be provided with pilot holes
having a diameter not greater than 10 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 clrcumstancee by driving with a hammer.
1, All expansion anchors shall be designed in accordance with the specific
manufacturers requirements 4 allowable loads 4 shall only be applied in
conditions acceptable to manufacturer
8. All Fasteners connecting aluminum components or pressure treated lumber are
stainless steel type 300 18-8 unless manufacturer galvanized bolts specifies
For use with ACQ pressure treated wood, or otherwise noted on plans
9. All fasteners shall comply with ASTM A153
10, All connectors shall comply with ASTM A653 Class G - 18
I. Site Preparation
1, Foundation eyetems must be placed on clean, compacted, termite -treated
Fill/soil with vapor barrier,
2, Existing Foundation, footing and slab If noted on the Floor Plan have
been evaluated 4 found acceptable for this application.
J. Reference Standards.
A6TM E In- ASTM E 1300.., ASCE 7... AAMA/NPEA 2100-02
3.0: Use and occupancy category 2 addition
4.0.- All fenestration products comply
5,0: All wall and roof panels and assemblies comply
6.0: Does not apply to category 2 additions
I.O. All applicable provisions comply
K. Florida Product Approvals (provided by contractor):
"SEE PRODUCT APPROVAL AFFIDAVIT"
All listed product approvals have been reviewed
and accepted by the engineer of record.
L, DESIGN LOADS:
This structure has been designed in accordance with, 4 meets the requirements
of the Florida Building Code, Residential 2020 ITH Edition 4 Wind Criteria Per
ASCE 1-16 per Section R301,2,1,1, 4 all applicable sections of R301 design criteria
Design Criteria:
Wind Velocity (ULT): 145 MPH (3 sec gust) Exposure: B Risk Category: II
Building Height: t 301 Mean Roof Height: {15' Enclosure Typ®: Enclosed
Desrgn Roof Load: Dead Load (Addition): 10 PSF Live Load (Roof): 20 PSF
Max MWFRS Pressures: Wall: 16,6 per Roof: 26,3 per
Max Components and Cladding Pressures:
Roof Zone 1: +10.9/-28,1 per Roof Zone 2: +10,9/-34,0 per
Roof Zone 3: +10,13/-34.0 per
Wall Zone 4: +24,5/46,9pef Wall Zone 5: +24.5/-29.8 per
M, Abbreviations
The following ]let of abbreviations Is not intended to represent all those
used on these drawings, but to supplement the more common abbreviations
used: TYP, - Typical SIM. - Similar UNO. - Unless Noted Otherwise
CONT, - Continuous V,I,F - Verify In Field
N, Responsibility
1, All site work shall be performed by a licensed contractor in
accordance with applicable building codes, local ordinances, etc.
2. Contractor shall verify all 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
5. Refer to the manufacturers shop drawing For further details
6, Any details not shown are to be engineered 1n accordance
with standard engineering Practices.
O, Miscellaneous
1, This structure conforms with Category 11 5unroom requirements,
2: Category II Sunrooms per AAMA/NPEA/NSA 2100-02
Section 1.0 General Requirements for Sunrooms
Subnote 17 Electrical Requirements
Subnote 1.11 . (Egress Lighting required only)
Subnote 1,12 : Exceptions: Category II Sunroom$
are exempt from requirements for receptacle outlets
JOB SPECIFIC NOTES
GENERAL NOTES
1: CONSTRUCTION TO FOLLOW THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE: 2020 -TTH EDITION 4 WiND CRITERIA PER ASCE 7-16.
2: NO EGRESS OPENINGS FROM ANY BEDROOM / SLEEPING ROOM
HAS BEEN C01"1PROMISED BY PROPOSED SUNROOM
3: ELEVATIONS ARE REPRESENTATIVE ONLY
FOUNDATION 4 SLAB NOTES
0 NEW +/- 4" SLA1:3 WITH 3000 1=51 CONCRETE w/ FIBER -MESH,
OVER CLEAN COMPACTED, NON ORGANIC FILL OR
UNDISTURBED VIRGIN SOiL, OVER Ih MiL VAPOR BARRIER
SOIL BELOW NEW CONCRETE FOOTING TO BE TERMITE TREATED
(OVERPOUR EXISTING SLAB - SEE GENERAL, NOTES B: CONCRETE)
0 PROVIDE (1) 05 DOWEL DRILLED 6" MiN, INTO EXISTING FOUNDATION,
SET iN EPDXY, TIE TO (1) $5 ROD IN NEW FOUNDATION (SEE PLAN)
Q 8" x 8'I FTG. w/ (I) 055 BARS CONT, - FRONT ENTRY
4) FOUNDATIONS RARE DESIGNED ON THE ASSUMPTION OF A MiN.
SOIL BEARING IMF 2000 POUNDS PER SQUARE FOOT
5) CONTRACTOR ::HALL VERIFY ALL DIMENSIONS
PRIOR TO COMMENCING WORK.
ELECTRICAL NOTES
I: ANY ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WiTH THE 2011
NATIONAL ELECTRIC CODE 4 CONFORM WITH THE FBC 4 ALL LOCAL CODES.
2: ALL ELECTRIC COi'(PONENT5 SHALL BE TiED TO EXI5TING ELECTRIC SERVICE
4 PANEL SPARES
3. PLACEMENT OF ALL ELECTRIC COMPONENTS BY A LICENSED ELECTRICAL
CONTRACTOR
4, EGRESS LIGHT RE,2UIREMENT: (NEW LIGHT 4 SWITCH OR EXISTING LIGHT OR
SOLAR POWERED LIGHT MAY BE USED)
5. ENGINEER OF RECORD NOT RESPONSIBLE FOR ELECTRICAL WORK.
ADDITIONAL OUTLEF 5 / CEILING FANS / LIGHTS / SWITCHES MAY BE
INSTALLED PER AL_ THE REQUIREMENTS AS LISTED ABOVE, WITHOUT
FURTHER COMMENT FROM THE ENGINEER OF RECORD.
COUNTER FLASHING / SILICONE SEALANT
010 x 3/4 TEK SCREW
6 T" O,C. MAX
TOP 4 BOTTOM --•r.�
\ �
OF PANEL
EVENLY SPACED \ EXISTING ROOF
♦ \ I TRUSSES OR
SEALANT---��
- =1 j EXISTING WALL
POLY ROOF PANEL_ . , II
3/01, x 3" TAPCON -_� i
FASTENERS - I I
w/ WASNERI-IEAD I 1
STAGGERED t I 11
��
INTO CBS WALL
OR 3/8" x 3" LAG SCREW I I 11
FASTENERS w/ WASHER 11 EXISTING
STAGGERED INTO t STRUCTURAL
STRUCTURAL FRAMING ' 1
1 FRAMING OR
OR SOLID BLOCKING � - J _JI SOLID BLOCKING
e 16" O,C. MAX,
ALUMINUM RIDGE 71
I
USE PROPER SiZE FOR PANEL
RIDGE ATTACHMENT TO EXISTING STRUCTURE
NOT TO SOLE
SUNROOM CATEGORY 11 REQUIREMENT5
1, PER AAMA/NPEA/NSA 2100-02 THIS STRUCTURE MEETS
CATEGORY "(I" REQUIREMENTS
2: CATEGORY "Ii" SUNROOMS PER AAM,4/NPEA/N5A 2100-02
SECTION 7.0 GENERAL REQUIREMENTS FOR SUNROOMS
SUBNOTE 1.1 ELECTRICAL REQUIREMENTS
SUBNOTE 7.11 : (EGRESS LIGHTING REQUIRED ONLY)
SUBNOTE 7.7,2 : EXCEPTIONS: CATEGORY II SUNROOMS ARE
EXEMPT FROM REQUIREMENTS FOR RECEPTACLE OUTLETS,
SOUR 5E,450NS SUNROOMS
230 SERIES SUN 4 SHADE
SUNROOM SYSTEM
ON A NEW SLAB / FTG
/"/, //
i /
� EXIBTING
ROOF
/ /
/ / / \
+/- 121i 11_ \ \
O, H. II N X N N 9 is
I 11
I All �
11 I
11 --f EXISTING <
M RESIDENCE \
N N O O ,r AF 111111, 4 OPENINGS
. TO REMAIN
to N \\\\
.1I:I. iI-1 I_ II iII.
- • - - TYP: SOLID - - TYP. SOLID \
PANEL 'KICK$ WA! Ai\L\
III I II
_�_�ANEW CONCRETE; �• �,-' ' �-,.'�> �, .'� > . \1
RiGHT ELEVATION
5CALE: 1/4" - I'-O"
TYP. 3" ALUM. POLY ROOF PANELS
//
EXISTING /
ROOF i /
_ _ _ _
\ _ - - - - _ - _ _ - - O,H,
\ \, A - - - - ALUM. _ - - _ - - - -
EXISTiNG - - - - - COMPOSITE _ - _ _ - -
RESIDENCE - — - - - _ PANELS - _ - _ - - _ - - -
- - - - w/ SiDING - - - -
# OPENINGS\ _ _ - - iNOT SHOWN)_- _ _ - - -
TO F:EMAiN - _ _ - - - _ - _ - -
\\
�`�,,L—L=1------ --- - — ---
NEW CONCRETE .,` ,` ,` n
4 a a Q . cj C. q
LEFT ELEVATION
SCALE: 1/4" = I'-O"
TYP. 3" INSTALLATED ALUM. \ \ �
MATCH EXISTING SHINGLES \ \
\ \ \ \ , All
\\\\\ \ w►YPANEL88
" II GO
+/- 12" +/- 12" \
D.H. * sr a sr sr ,r O.H. - I
> \ —r —r —� \\
\ \ Q
\ \
\ = \
EXISTING � 9
er � * # 1x # st sr �.._ _�
RESIDENCE \ 1 \
$ OPENINGS`1.1. \ \ \
TO REMAIN - _-. , P �oi_ir . _
\ \ \ PANEL _KICKS , . \\X\_
\ 13 O �.
\ \ \ v L a II a� - N-kW CONCRETE a n ,)> a, a \\ _
FRONT ELEVATION
SCALE: 1/4" = 1'-O"
ELECTRICAL I ECxENO
ELECTRicAI.
BYMBOL
014A x 4", 6" OR 8" ROOF SCREW
EXTR'D ALUMINUM
( PER PANEL SIZE ) WITH WASHER
SNAP -ON GUTTER/FASCIA
SIX SCREWS PER PANEL ,8 e" O.C. MAX
010 x 3/4 SCREWS - - 7r I
-
*8 x 1/2" 11
I
EXTR'D ALUM '
TEK TYP 3" POLY
SEALANT LADIaER
SCREW ROOF PANELS
(EXTERIOR SUPPORTS
1 I
4'12" O.C. 0 1
ONLY) — - i I
MAX. — _
UNIVERSAL GUTTER
APPLY
WEEP HOLE 1/4"
STRUCTURAL
is PANEL EDGE
- — - SEALANT
ADJUST "iEB" EAVE *8 x 1/2" TEK SCREW
FOR PROPER
SIX AT EACH COLUMN
ROOF ANGLE AND o 16" O.C. MAX.
FRONT EAVE
4 ROOF CONNECTION
NOT TO SCALE
-
FILL CAVITY 010 X 1/2" TEK SCREW
w/ INSULATION 6 '�"O,C, MAX, 10 x 1 1/4I I
(OPTIONAL) - ~`' TEK SCREW
_ g11 O.C.
1r',�� �_ !
POLY 1POLY /
ROOF yiil
ROOF l
i PANEL 11`' "/ RIDGE /
`__
X
___�
I
(4) 1/2" LAG BOLTS
OR EQUAL TO
EXiSiTNG STRUr_TuiaF
E I I I
11
THRU BOLT
Imo' -'-1
RiDGE BEAM 6 TO STRUCTURE
- - - NOT TO SCALE
- __V_
-
I-
INSIDE 9 - TAPCON SCREWS tit 2" MIN
S:3
cog
OF T 4 ANCHOR BOLTS 0 3" MiN
ROOM FROM CONCRETE EDGE
it ,1
01
BILL CONNECTION I
'" 23 --
(U 3/16" TAPCON / ANCHOR BOLT
MIN.
w/ MiN EMBED 1 3/4"
4.
3" FROM COL 4 ENDS
4 6 MAX IS" O.C. - U.N.O '
TO CONCRETE SLAB OR
UNIT WIDTH / LENGTH LAG 6OLTS OR EQUAL FOR FRAME i
BILL TO
CONCRETE CONNECTION DETAIL
NOT TO SCALE
I sEE F01JN0,4 r1ON NorE& FOR ,1 L)OI rIONAL OEUIL6
�-- FiNISH SLA$
1 +/- 4" FIBERMESH CONC, SLA$ (3000 PSI) ELEV.
MIN 8" — GRADE
6 MIL, YAPOi� MiN. (1)050
BARRIER 8,1 REE3AR
T* rPICAL FOUNDATION SLAB DETAIL
NOT TO SCALE
FRONT WALL SECTIONS
GABLE -END WALLS / SIMILAR WALLS
SEE EAVE/ROOF DETAIL
5.6 -12 -
(MAX.) C " " �.
C/ ii ADJUST " 7EB"
' EAVE FOR PROPER
ROOF ANGLE 1
L
1 -- P\1
4
GLASS TRANSOM 'L8 x 1/2
OR �L TEK SCREW
SOLID PANEL m loll O.G.
SEE PLAN I I (TYP.)
GLASS 1 `x' I I
KiCK I/ \1 08 x 1/2"
PANEL �\L TEK SCREW
OR I II 0 loll O,C,
SOLID PANEL I� \ 7 I (TYP.)
SEE PLAN x
_ _ _____---I
� 5 C��
- I -
I, SEE SILL
CONNECTIONS
TYP. WALL SECTION
NOT TO SCALE
INSIDE ROOM
11
x 1/2----:-:-:_-_--_-��
r•—•—•----------------------- — — — - - -
PLAN VIEW
�� - - -- _--
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TEK SCREW
j
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RIDGE BEAM
ALUMINUM
!I II
COLUMN
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:4
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8 x 3/4" SCREW r•--------•-•-
1! H-COLUMN 1
I
..............
- - - - - - -•,
I
1 1/4" x 1 1/411
2 PER CONNECTiO
a 16" O.G.
- - - - - - -
it
1 SCREWS - TTL (4)
i
VERT, ALONG: STEEL
1
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STEEL BAR INSERT
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18'-^II
FLOOR PLAN
SCALE: 1/4" = I'-O"
LANDING
1/41' x 2 1/2" FASTENERS
OUTSIDE FACE OF INTO EXISTING STRUCTURE
EXISTING STRUCTURE 0"" 6 16" O.G. MAX. VERTiGALL`i'
APPLY CAULKING
BETWEEN SILL 4 WALL STD, H-COLUMN INSIDE ROOM
(3) #a x 1/2" TEK
SCREWS EACH SIDE WALL *8 xll1/2" TEK SCREW
OF COLUMN - PANEL 6 10 O.C. MAX.
TOP/BTM EA SiDE VERTICALLY
PLAN VIEW
GABLE ATTACHMENT TO EXISTING STRUCTURE
NOT TO SCALE
INSIDE ROOM 08 x 1/2" TEK SCREW
SIX AT EACH COLUMN
SEE
SiLL CONNECTION
i ♦ i -
FOR DETAIL
\ / -
`NN
I I I I I11 ALUMINUM ELECTRIC
i ,
`U LITE H-COLUMN
--- '
WALL
_ti 01 n 01 PANEL
ALUMINUM N�I_ CONT. EXTR'D ALUMINUM
WINDOW JAMB PLAN VIEW CLOSED SILL
LITE H-COLUMN CONNECTION AT BILL
NOT TO SCALE
INSIDE ROOM
ALUMINUM *8 x 1/2" TEK SCREW
UTILITY COVER SiX AT EACH COLUMN
• / / /_% / SEE SILL CONNECTION
FOR DETAIL
1 'II I ' ALUMINUM ELECTRIC
I I I I I I I
", -_'/ , ' I`""f ,' UTILITY H-COLUMN
WALL ALUMINUM
PANEL WINDOW JAMB
-/////,
PLAN YIEUJ CONT, EXTR'D ALUMINUM
CLOSED BILL
ELECTRIC/UTILITY H—CHANNEL CONNECTION AT 51LL
NOT TO SCALE
CONT. EXTR'D ALUMINUM CLOSED SILL BELOW
'I x 1/2" TEK SCREW
EIGHT AT EACH COLUMN
r , , i
`I ; EXTR'D ALUMINUM
i`,--_ CORi°IEi< (:;0L.i.11"`IN
INSIDE ROOM
. - - - ., EXTR'D ALUMINUM
- ~ ♦
r , H-CHANNEL
,
I I f 1
i i , I
- EXTR'D ALUMINUM
- - WiNDOW JAMS
WALL
PANEL
3 1/2" EXPOSED OF
PLAN V iEUJ
TYP, ROOM
CORNED POST CONNECTION AT SiLL
NOT TO SCALE
PER AAMA/NPEA/NSA 2100-02
THiS STRUCTUREMEETS
UNROOM CATEGORY IiI REQUIREMENT
PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
THE FOLLOWING PRODUCTS
THE SAVAGE RESIDENCE
Wi I BE INSTALLED IN THE
5506 18TH ST
SLINROOM STRUCTURE LOCATED AT: ZEPHYRHiLLS, FL 33542
PROD. DESIGN
PRODUCT
PRODUCT PRESSURES
MANUF. MODEL * APPROVAL
NRZ. SLID. WINDOW
+/- 35,09 PSF
FOUR SEASONS
SERIES
FSSW8000 PVC
FL 12295,1
OUTSWING
+/-70.0 PSF
CUSTOM WINDOWS
6D-8150
FL 38465,1
FRENCH DOOR
SYSTEMS INC
FiXED GLAS;a
+/-55.0 PSF
FOUR SEASONS
SERIES
PW30W VINYL
FL 31a95'3.1
3" POLY
ROOF PANELS
+/- 99.0 PSF
STRUCTALL
SNAP-N-LOCK
FL 15491,1
3" POLY
STRUCTURAL
WALL PANEL.,
+/- 99.0 PSF
STRUCTALL
WALL PANEL
FL 199rt4,1
I HAVE REVIEWED THE A50VE
COMPONEN75 AND CLADDING,
ALL WORK SHALL COS I,4'LY WITH Wi�EVAILING
AND HAVE ,IROVED THEIR
CODES FLORIDA BUILDING CODE,
USE IN THE STRUCTURE TO
NATIONAL ELECTRIC CODE,
PROVIDE ADEQUATE RESISTANCE
AND THE CITY OFi't�F{1`fRHILL
ORDINANCES
TO THE WIND LOADS AND FORCES
SPECIFIED LBY CURRENT CODE PROVISIONS,
AS SIGNED, SEALED 4 DATED HERE...
/_
REVIEW DATE� 1-- )
CITY Or ZEPHYRHI L, - I
FLAN EXAMINER - ) /I
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a Copyright 2021
All rights reserved.
REVISION DATE
JOB * 2106 TSG
DATE : 11-11-21
SHEET
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