HomeMy WebLinkAbout6106 Rideway DrENGINEER'S WITES:
1,
DESIGN WIND SPEED: 140 MPH VUtt/
108 MPH Vsd, 3 sec gust
2,
RISK CATEGORY PER Table 1604,5
II
3,
EXPOSURE CATEGORY - "B"
4,
INTERNAL PRESSURE C❑EFFICIENT =
+/- 0,18 (ENCLOSED BLDG)
5,
COMPONENTS & CLADDING DESIGN
PRESSURES PER ASCE 7-10
(ROOF)
ZONE 1b: +12/-20
ZONE 2a; +13/-35
ZONE 3a: +13/-52
(WALLS)
ZONE 41o; +21/-23
ZONE 5b +21/-28
CJDES
FLORIDA RESIDENTIAL CODE) FLORIDA BUILDING CODE) GTH EDITI❑N 2017
ASCE 7 10
C❑NSTRUCTI❑N TYPE: 5-B
BUILDING CODE REQUIREMENTS FOR REINS❑RCED CONCRETE (ACI 318-11)
SPECIFICATI❑NS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301)
BUILDING CODE REQUIREMENTS FOR MASONRY STURCTURES (ACI 530-11)
NATI❑NAL DESIGN SPECIFICATI❑NS FOR WOOD C❑NSTRUCTI❑N, LATEST EDITI❑N
APA PLYWOOD DESIGN SPECIF-ICATI❑N
GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM THEIR WORK IN
ACCORDANCE WITH ALL APPLICABLE CODES G❑VERNING EACH TRADE,
GENERAL N❑TES:
WIND❑W AND DOOR MANUFACTURERS TO PR❑VIDE CERTIEICATI❑N/RATING THAT THEIR WIND❑WS AND DOORS
WILL WITHSTAND THE PRESSURE RESULTING FROM THE SPECIFIED DESIGN COMPONENTS AND CLADDING WIND
' PRESSURE AND PR❑VIDE INSTALLATI❑N INF❑RMATI❑N WITH THEIR PRODUCTS,
T CONTRACTOR TO INSTALL WIND❑WS AND DOORS ACC❑RDING TO INSTRUCTI❑NS SUPPLIED BY MFGR AND HAVE
MANUFACTURERS SPECIFICATI❑NS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTI❑N FOR REVIEW BY THE
BUILDING INSPECT❑R.
m
ALL HURRICANE CLIPS, STRAPS AND FASTENERS ARE TO BE APPLIED ACC❑RDING TO THE FASTENERS
SCHEDULE AND MANUFACTURERS SPECIFICATI❑NS, IF DESIRED, EQUALVENT CONNECTORS MADE BY ANOTHER
SUPPLIER MAY BE USED IN PLACE OF THE CONNECTORS SHOWN,
THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE INTERACTI❑N OF VARI❑US
CONNECTED COMPONENTS, PR❑VIDE ADEQUATE BRACING, SH❑RING AND ANY OTHER TEMPORARY SUPPORTS
AS REQUIRED TO SAFELY COMPLETE THE WORK.
ALL DOORS INTERI❑R & EXTERI❑R ARE 6'-8" UNLESS ❑THERWISE NOTED
ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS
ALL WIND❑WS WITHIN 24" OF DOORS (INTERI❑R & EXTERI❑R) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (FBC) R308,4)
HURRICAN CLIPS ARE REQUIRED ON ALL TRUSSES AND RAFTERS, IF PLYWOOD OR ❑SB SHEATHING DOES NOT OVER TOP PLATE,
HURRICANE CLIPS MUST BE COVER BOTH TOP PLATES.
UPLIFT PR❑TECTI❑N: PLYWOOD OR ❑SB C❑VERING ENTIRE EXTERI❑R OF HOME WITH NAILS SPACED 3" D.C. AT TOP AND BOTTOM,
6" D.C. ON EDGES AND THE REMAINDER AT 12" Of. OR PLAYW❑❑D OR ❑SB AT CORNERS, WITH HURRICANE STRAPING ON EVERY
EXTERI❑R STUD, CRIPPLE, JACKSTUD ETC. AT TOP AND BOTTOM,
R302,6 DWELLING -GARAGE FIRE SEPARATI❑N
THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302,6, ❑PENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTI❑N R302,5,
ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702,3,5, THE WALL SEPARATI❑N PR❑VISI❑NS OF TABLE R302.6 SHALL NOT
APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL,
NOT LESS THAN 1/2—INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE,
NOTE:
R314,3,1 ALTERATI❑NS, REPAIRS AND ADDITI❑NS. WHEN ALTERATI❑NS, REPAIRS ❑R ADDITI❑NS
REQUIRING A PERMIT OCCUR) OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN
EXISTING DWELLINGS, THE INDIVIDUAL DWELLING UNIT SHALL BE EQUIPPED WITH SMOKE ALARMS LOCATED
AS REQUIRED FOR NEW DWELLINGS,
CONTRACTOR TO INSPECT AND INSURE THAT EXISTING HOUSE HAS SMOKE & CO DETECTORS AT EACH BEDROOM AND
AND ❑UTSIDE BEDROOMS WITHIN 10 FEET OF SLEEPING AREAS TO BE IN C❑MPLIANCE
EXISTING
STORAGE
EXISTING
,,GARAGE
I
e�!
EXISTING'
E
OFFICE / / / /
XISTING
..:
5'-10
COVER PORCH
IR-LE'AIR, _V`_7.1LE VA TIO 1\1
I hereby certify that I have reviewed this plan and found it to be in
compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition
David W. Smith, P.E. #53608
I
9'-5
EXISTING
EGRESS
SH24
SH24
0j
LO
a
NAT/Kor)(00101
AREA'S
LIVING 284
COVERED PORCH 168
TOTAL AREA UNDER R❑❑E 452 S,E,
All WORKSHALL C; 1r;t�
CODES FLORIDA N VV1 H PREVAILING
NA''1ONAL ELEC? O LOI fO CODE,
AN �lr ClTY RIC CODE
OR
0-INANCES OF E YI�HILLS
SH24 SH24
IG HT E V A TI 0 N
PARCEL: 03-26-21-0130-00000-0430
D.W.SMITH,M.S.,P.E.#53608 PRATT GREGORY
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 6106 R I D G EWAY DR
PROJECTS ENG1rNEERING CONSULTANT ZEPHYRHILLS, FLORID
PHO�E (CEL ) 813-4 9-2 WALLASTON 89 I VE—DAD E- AIL1 dwsf 1pE CITY ❑0eaDrtth l3 k n t ELEVATIONS
RICK GOLLHARDT — DRAFTSMAN
PHONE1( CELL) 813-781-3651 E-MAIL1 roollhardt@tare
FLOOR PLAN
SCALE DATE
DO NOT SCALE 7 NOV 2021
DESIGN/DRAWN CHECKED
rr,com R. GOLLHARDT D.W.S.PE
SHET OF
1 Ot 4
JOB JNO,
2021-0520
_. _ - _ _ i _ �, l.. � �u � i6 il-�,�J,➢ sl. 11«I' ;I (Ilk r��r m'Y tikal 11 IN :.. I:! ,��;.� ,1! i, ral:
TERMITE PREVENTI❑N NOTES:
1, A PERMANENT SIGN WITH IDENTIFIES TREATMENT PR❑VIDER
AND NEED FOR RE-INSP AND TREATMENT RENEWAL SHALE BE
PR❑VIDED, THE SIGN SHALL BE POSTED NEAR THE WATER HEATER
ELECTRICAL PANEL FBC 104,26
2, TO ENABLE TERMITE INSPECTI❑N, THE DISTANCE, BETWEEN WALL_
C❑VERING AND EARTH GRADE SHALL BE 6 INCHES MINIMUM,
EXCEPTI❑N: C❑RRISI❑N REISITANT METALS, CEMENTATI❑US FINISHES
APPLIED DIRECTLY TO F❑UNDATI❑N,
3, INITIAL TERMITE TREATMENT SHALL BE COMPLETED AFTER ALL
EXCAVATI❑N AND BACK FILL IS FINISHED,
4, S❑ILD DISTURBED AFTER THE INITIAL TREATENT SHALL BE
RE -TREATED, INCLUDING SPACES BOXED OR FORMED,
5, BOXED AREAS IN CONCRETE FLOORS AND FOR SUBSEQUENT
INSTALLATI❑N OF TRAPS, ETC, SHALL BE MADE IN PERMANENT
METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF A SIZE
& DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF S❑IL
AFTER THE TREATMENT,
6, MINIMUM 6 MIL P❑LYFILM MUST BE INSTALLED TO PROTECT
AGAINST RAINFALL DILUTI❑N, RETREATMENT IS REQUIRED IF
RAINFALL OCCURS BEFORE P❑LYFILM PLACEMENT,
7, CONCRETE ❑VERP❑UR AND M❑RT❑R ALONG THE F❑UNDATI❑N
PERIMETER MUST BE REMOVED BEFORE EXYERI❑R S❑IL TREATMENT,
8, ALL BUILDINGS ARE REQUIRED TO HAVE PRE-C❑NSTRUCTI❑N
TREATMENT,
9, NO WOOD) VEGETATI❑N STUMP, CARDBOARD) TRASH, ETC, SHALL
BE BURIED WITHIN 15 FEET ❑F ANY BUILDING OR PROPOSED
BUILDING,
10, AFTER ALL WORK IS COMPLETED) LOOSE WOOD AND FILL MUST
BE REMOVED FROM WITHIN ENE FEET OF THE BUILDING, THIS
INCLUDES ALL GRADE STAKES, TIB TRAP BOXES) FORMS) OTHER
CELLULOSE C❑NTAINING MATERIAL,
11, A CERTIFICATE ❑F C❑MPLIANCE MUST BE PR❑VIDED TO THE
BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY
BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED, THE
CERTIFICATE ❑F C❑MPLIANCE SHALL STATE THE BUILDING HAS
RECEIVED A COMPLETE TREATMENT FOR THE PREVENTI❑N OF
SUBTERRANEAN TERMITES AND THAT THE TREATMENT IS IN
ACCORDANCE WITH THE RULES AND LAW OF THE FLORIDA DEPT,
❑F AGRICULTURE AND CONSUMER SERVICE,
CARPENTRY:
1, DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S
ASSOCIATION.
2, ALL LUMBER SHALL BE SOUND, SEASONED) AND FREE FROM WARP.
3, ALL STRUCTURAL BEAMS AND HEADERS SHALL BE SOUTHERN YELLOW PINE (SYP,) NO, 2 GRADE OR BETTER,
WITH SINGLE MEMBER (UNFACT❑RED) STRESSES AS FOLLOWS;
Fv = 90 PSI
Fc = 975 PSI
E = 1,600,000 PSI
1% MAXIMUM M❑ISTURE CONTENT
FRAMING LUMBER SHALL BE #2 APRUCE-PINE-FUR OR BETTER.
INTERI❑R NON -LOAD BEARING WALLS MAY BE UTILITY GRADE.
4, ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED,
5,PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH
F,S, TT-W-571 AND BEAR THE AMERICAN WOOD PRESERVERS INSTITUTE EQUALITY MARK LP-2,
6. SHEATHING FOR ROOFS AND WALLS SHALL BE APA RATED (EXPOSURE 1) SHEATHING WITH EXTERIOR GLUE.
ALL ROOF SHEATHING TO BE INSTALLED WITH PLYCLIPS. (MAXIMUM 24" ❑.C,)
7, NAILING FOR PLYWOOD ROOFS AND WALL SHEATHING SHALL BE 8d COMMONS @ 4" ❑.C, @ PANEL EDGES,
AND 6" ❑,C, INTERMEDIATE, FOR 1/2" SHEATHING OR LESS, NAILING FOR STRUCTURALLY APPROVED
ARCHITECTURAL WALL PANELS (1/4"+) SHALL BE 66 COMMON @ 4" D.C. AT PANEL EDGES, AND 6" O.C.
INTERMEDIATE,
8, ALL FL❑❑RING MATERIAL TO BE 3/4" T&G PLYWOOD, NAILED AND GLUED TO FLOOR J❑ISTS. FLOOR NAIL
WITH 10d NAILS AT 3" D.C. AT PANEL EDGES, 6" D.C. IN THE FIELD. STAGGER NAILS AT 2" D.C. AT
BUTT ENDS OF PLYWOOD SHEATHING.
9, INSTALL BRIDGING IN ALL (2X) FLOOR OR ROOF JOISTS AT 8'-0" MAXIMUM. INSTALL BLOCKING IN ALL
BEARING WALLS AND PARTITI❑NS OVER 9'-0" @ MID —HEIGHT, BRACE GABLE END WALLS AT 4'-0" Of.
WHERE WALL FRAMING IS NOT C❑NTINUOUS FROM FOUNDATI❑N TO ROOF.
10. ALL NAILING AND B❑LTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER C❑NSTRUCTI❑N
REQUIREMENTS, ALL NAILS EXPOSED TO THE EXTERI❑R SHALL BE GALVANIZED,
11. ALL C❑NNECTI❑N HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPS❑N STRONGTIE Co. OR
EQUIVALENT, SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO CONTRACTOR FOR APPROVAL,
ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER,
12.PROVIDE A SINGLE PLATE AT THE BOTTOM AND DOUBLE PLATE AT THE TOP OF ALL LOAD BEARING STUD
WALLS, STAGGER END JOINTS IN DOUBLE PLATES AT LEAST 4'-0", 2X4 SILL PLATES FOR BEARING
WALLS SHALL BE BOLTED TO FOUNDATION AT A MAXIMUM OF 4'-0" O.C.
13,L❑AD BEARING STUDS SHALL BE DOUBLED AT ALL ANGLES AND AROUND ALL ❑PENINGS, AND AT
STRUCTURALLY APPROVED ARCHITECTURAL WALL PANEL JOINTS, STUDS SHALL BE TRIPLED AT ALL
CORNERS.
14. WOOD LINTELS OVER ❑PENINGS SHALL BE DOUBLED 2X12 HEADERS UNLESS NOTES OTHERWISE ON PLANS,
WITH C❑NTINU❑US 3\4" PLYWOOD FILLER CUT TO FULL DEPTH OF BEAM BETWEEN 2x MEMBERS.
EXISTING.
STORAGE
EXISTING
.GARAGE
CORNER
FIGURE
/ /EXISTING/
/STRUCTURE
OFFICE / / / IY / /BEDROOM
4" CONCRETE SLAB
18-10"
VERIFY DIMENSION
19'
�:)"^ 'Till) WALL SPACED 16" ❑,C,
POSTS
R602.3(2)
I hereby certify that I have reviewed this plan and found it to be in
compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition
David W. Smith, P.E. #53608
1
0
NOTE:
0 DENOTES 1/2" DIA X 8" AB @ 24❑,C, OR
1/2"x8" WEDGE ANCHOR FOR BEA ING WALL
2X4 PT SOLE PLATE: ANCHOR TO FTG
W/1/2" DIA X 8" AB @ 24" D.C. OR
1/2"x8" WEDGE ANCHOR FOR BEARING WALL
4" CONCRETE (3000PSI) WITH #10
6X6 MESH ON 6 MIL POLY
VAPOR BARRIER OVER CLEAN
COMPACTED P❑IS❑N TREATED
S❑IL. VAPOR BARRI❑R
MATERIAL TO BE LAPPED
6"WITH SEAMS TAPED
FIBERMESH CAN BE SUBSTITUED
`-- 1rr#W X 20"H MONOLITHIC FOOTINGS WITH 2 EACH
5 (5/8") REDS CONTINUOUS ON CHAIRS -TYPICAL
B; TTOM OF FOOTER MUST BE 12" BELOW UNDISTURBED SOIL
MONOLITHIC
FOOTING DETAI�
8'X8' RIBB❑N F❑❑TER
WITH (1) #5 REBAR C❑NT.
F❑❑TER FOR COVERED PORCH
1i11,
a.....V ell
No. 53608 ®�
®'TTTE OF ®:�
. 6
�.e�•.�• R IOP
O�� \o�
CONCRETE SL
C❑MP❑SITE ROOF
INGLE TOP PLATE (INTERI❑R WALL)
STUD WALLS @ 16" D.C.
GYPSUM WALLBOARD UXO.
IRYWALL SCREWS @ 8" ❑,C,
INSULATI❑N MIN,
P,T, BOTTOM PLATE ATTACHED WITH
❑NCRETE NAILS W/ 1 1/2"
-DMENT @ 12" Of, STAGGERED
�1 BOTTOM PLATE TO CONCRETE
SHEAR 180# MIN.
SI❑N 120#)
INTERIOR WALL DETAIL
D.W.SMITH,M.S.,P.E.#53608
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525
PHONE: ( CELL) 813-469-2289 E-MAIL: dwsf[pe@eorthlink.net
PRATT GREGORY
6106 RIDGEWAY DR
ZEPHYRHILLS, FLORID
ELEVATIONS SHET
FLOOR PLAN 2 Of 4
SCALE
DO NOT SCALE
RICK GOLLHARDT - DRAFTSMAN DESIGN/DRAWN
PHONE: (CELL)813-781-3651 E-MAIL, rqolthardt@tamDabav,rr.com R. GOLLHARDT
DATE
7 NOV 2021
M
[gig
CHECKED
D.W.S.PE
2021-0520
#12 X5" SEAL WASHER HD TEK Q B" O.C.
3" CHANNEL OR 3" RECEIVER GUTTER IS
REQUIRED ALONG ALL EXPOSED PERIMETER
FASTEN DOUBLE 2X4 TOP PLATE AND 2X4 STUD WALL
WITH SIMPS❑N SP2 RATED 1565# UPLIFT FASTEN PER
MANUF. SPECS FL 10456
TP❑ MEMBRANE ROOF COVERING
APPLY PER MFGRS SPECIFICATI❑NS
3' POLYIS❑ PROPOLINE BOARD
3" EPS R❑❑FING
HOUSE ROOF p1TCH
MATCH
ROOF p`,ICH 10
3"X12" ALUM RHIN❑ PANS
E 2X4 TOP
SP2 RATED
FL 10456
G
E
4
2X8 SMB RIDGE BEAM
FASTEN ON EACH END
FASTEN 2X4 WALL STUD AND 2X6 HEADER
WITH SIMPSON LSTA12 RATED 925# UPLIFT FASTEN PER
MANUF, SPECS FL 10852
MANUF, SPECS FL 10456
FASTEN 2X6 HEADER AND DOUBLE 2X4 TOP PLATE
WITH SIMPS❑N LSTA9 RATED 740# UPLIFT FASTEN PER
MANUF, SPECS FL 10852
FASTEN DOUBLE 2X4 TOP PLATE AND 2X4 CRIPPLE -
WITH SIMPS❑N SP2 RATED 1565# UPLIFT FASTEN PER
FASTEN DOUBLE 2X4 WALL STUD AND 2X4 PT BOTTOM PLATE
WITH SIMPS❑N DSP RATED 775# UPLIFT FASTEN PER
MANUF. SPECS FL 10456
AND 2X4 STUD WALL
UPLIFT FASTEN PER
2X4 PT BOTTOM PLATE ATTACHED TO CONCRETE FOOTER
WITH 1/2'X8' J BOLTS SPACED 24' ❑,C, MAX
Div -,'TAIL
"4"
TP❑ MEMBRANE ROOF C❑VERING
APPLY PER MFGRS SPECIFICATI❑NS
3' POLYIS❑ PR❑POLINE BOARD
R 337.1CCOoPMMER 1' (R-21,3)
IfOUBCEP2A Frd'SHER HEAD TEKS
TO
#@12gX5' CSEA�L/�WASMIHNER�,/HpEgADERTEKS
ELKE0kNUFAI AMNG FLH%61—R4 OR EQUIV,
IN11
STALL PPOAT MFGRS SNCIFICAT10NS
ENLARGED CIRCLE "B"
2X82SMB RIDGEGBEAMLAND 2X4TSTUD❑WALL
WITH#10 WASHER HEAD TEKS (6) PER
C❑NNECTI❑N
FASTEN DOUBLE 2X4 TOP PLATE AND 2X4 ST
WITH SIMPS❑N SP2 RATED 1565# UPLIFT FAS
MANUF. SPECS FL 10456
TP❑ MEMBRANE ROOF COVERING
APPLY PER MFGRS SPECIFICATIONS
3' P❑LYIS❑ PR❑P❑LINE BOARD
R 7.1 PER 1" (R-21.3)
ENLARGED CIRCLE "A"
2X8CSMBORIDGEPBEAMSWITHTEN T❑
##12X5' SEAL WASHER y�HEAD TEKS
ELIgTE M,CA)NN/A1CTURING FLH 7561-R4 OR EQUIV,
N C❑MP❑SITE PANELS TO 2X4 DOUBLE TOP PLATE
#12X4-1/2 SEAL WASHER HEAD TEKS
=D 6' D.C.
DOUBLE 2X4 TOP PLATE
WITHESIMPSON SP2 RATED 1565# AND
4FASTEN PER
MANUF. SPECS FL 10456
FASTEN DOUBLE 2X4 TOP PLATE AND 2X4
WITH SIMPS❑N SP2 RATED 1565# UPLIFT F
OPEN
A 5
<2
FLOOR
PLAIV\
TPO MEMBRANE ROOF C❑VERING
APPLY PER MFGRS SPECIFICATI❑NS
3" P❑LYIS❑ PROPOLINE BOARD
R 7.1 PER 1' (R-21,3)
3" EPS R❑❑FING
R 4.3 PER 1" (R-123)
1
n
PLAIV\
VIEW
(2) 2X4 TOP PLATE
W/ SIMPS❑N SP-2 EACH STUD
FL 10456
2X4 STUDS @ 16' D.C. W/ R-13 INSULATI❑N
2X4 PT BOTTOM PLATE
W/ SIMPS❑N SP-1 EACH STUD
FL 10456
------------U 2X4 PT BOTTOM PLATE ATTACHED TO CONCRETE FOOTER
WITH 1/2"X8" J BOLTS SPACED 24" O,C, MAX
DETAIL �� 1��
DETAIL
TP❑ MEMBRANE ROOF C❑VERING
APPLY PER MFGRS SPECIFICATI❑NS
3" P❑LYIS❑ PR❑POLINE BOARD
R 7,1 PER 1" (R-21,3)
nnnrrrvG
(R-12.9)
2X4 STUDS @ 16' D.C. W/ R-13 INSULATI❑N
2X4 PT BOTTOM PLATE ATTACHED TO CONCRETE FOOTER
WITH 1/2'X8' J BOLTS SPACED 24' D.C. MAX
�M PLATE
W/ SIMPSON SP-1 EACH STUD
FL 10456
" 3"
TP❑ MEMBRANE ROOF C❑VERING
APPLY PER MFGRS SPECIFICATI❑NS
3" P❑LYIS❑ PR❑P❑LINE BOARD
3" EPS ROOFING
FASTEN DOUBLE 2X4 TOP PLATE AND 2X4 STUD WALL
WITH SIMPS❑N SP2 RATED 1565# UPLIFT FASTEN PER
MANUF. SPECS FL 10456
PR❑VIDE FLASHING BETWEEN EXISTING STRUCTURE
AND NEW ROOF PER FBC R806
-----------------------------
17'
26' -I
`-2'X6'
ONO ih S.M.B.
X,050'
EDGE '
QXo G% BEAM
( ):
(C❑NT) o
ro�z�00
----------------------------------
® N .53 0 $•
------------------------------
'-5" '-5"
8'X8' RIBB❑N FOOTER
WITH (1) #5 REBAR C❑NT,
FOOTER FOR COVERED PORCH
OF
®' �•
• OR I®[X •` �r�, ��
(—
�9 /ON
18'-10"
r
// 1 TAIL
I hereby certify that
I have reviewed this plan and found it to be In
���ddd//
��////
compllance with ASCE 7-16
and the Florida Building Code 2020 7th Edition
David W. Smith, P,E. #53608
D.W.SMITH,M.S.,P.E.#53608
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLASTON DRIVE-DADE CITY FLORIDA 33525
PHONE,( CELL)813-469-289 E-MAIL, dwsflpe2earthlink, net DETAILS
DO NOT SCALE
DESIGN/DRAWN
R. GOLLHARD
PRATT GREGORY
6106 RIDGEWAY DR
ZEPHYRHILLS, FLORIDA
SHEET OF
3OF4
DATE JOB NO.
7 NOV 2021
CHECKED 2021-0520
T D.W.S.PE
PRODUCT
CATEGORY
MANUFACTURER
SERIES OR
MODEL #
APPROVAL #
FLA OR MIAMI
APPROVAL VERSION
EXTERIOR DOORS
SWINGING
JELD-WEN
PREMIUM ATLANTIC IMPACT
10495.1
FL 10495-R11
PREMIUM ATLANTIC NON -IMPACT
10495.2
JELD-WEN
DESIGN PRO/SMOOTH PRO
16674.2
FL 16674-R16
IMPACT X AND XX 80 AND 96
16674.4
THERMA-TRU
BENCHMARK X IMPACT
17540.1
FL 17540-R5
BENCHMARK OX XO OXXO IMPACT
17540.2
BENCHMARK X IMPACT 8
17540.3
BENCHMARK XX XO OXXO 8' IMPACT
17540.4
THERMA-TRU
SMOOTH-S iAR X IMPACT
20468.1
FL 20468-R5
SMOOTH -STAR OX XO OXXO IMPACT
20468.2
SMOOTH -STAR X IMPACT 8'
20468.3
SMOOTH -STAR XX XO OXXO 8' IMPACT
20468.4
MASONITE
FIBERGLASS NON -IMPACT
22363.3,11
FL 22363-R6
FIBERGLASS IMPACT
22363.6,9
PGT
FD-ALUM NON -IMPACT
253.3
FL 253-R22
FD-ALUM IMPACT
253.4
SLIDING
PGT
SERIES 5570 NON -IMPACT
251.8
FL 251-R33
SERIES 5570 IMPACT
251.9
JELD-WEN
PREMIUM ATLANTIC VINYL NON
11109.2
FL 11109-R9
JELD-WEN
PREMIUM VINYL IMPACT
21705.3
FL 21705-R5
JELD-WEN
PREMIUM VINYL 72X80 NON
12425.1
FL 12425-R12
PREMIUM VINYL 96X96 NON
12425.2
SECTIONAL/ROLL UP
CLOPAY
73, 75 (9'2"-16'2") IMPACT
16107.3
FL 16107-R13
73, 75 (9'2"-16'2") NON
16107.4
73, 75 (16'4"-18'2") IMPACT
16107.11
73, 75 (16'4"-18'2") NON
16107.12
73, 75 (UP TO 9'2") IMPACT
16107.24
WINDOWS
73, 75 (UP TO 9'2") NON
16107.25
SINGLE/DOUBLE HUNG
JELD-WEN
PREMIUM ATLANTIC VINYL IMPACT
14095.1
FL 14095-R11
PREMIUM ATLANTIC VINYL NON
14095.2
PGT
SERIES 5500 NON
239.1
FL 239-R28
SERIES 5500 IMPACT
239.2
MI WINDOWS & DOOR
SERIES 185 IMPACT
17499.1
FL 17499-R8
SERIES 185 NON
17499.3
SILVERLINE
SERIES 70 NON -IMPACT
14911.4
FL 14911-R12
SERIES 70 IMPACT
14911.5
HORIZONTAL SLIDER
PGT
HR-ALUM IMPACT
242.2
FL 242-R28
MI WINDOWS & DOOR
SERIES 188 NON
15351.1
FL 15351-R8
SERIES 188 IMPACT
15351.3
JELD-WEN
PREMIUM VINYL IMPACT
22368.1
FL 22368-R5
FIXED
PGT
PW-ALUM NON
243.5
FL 243-R24
MI WINDOWS & DOOR
SERIES 185 NON
15349.4
FL 15349-R14
SERIES 185 IMPACT
15349.5
MILLION
PGT
SERIES 5500
261.1
FL 261-R13
MI WINDOWS & DOOR
SERIES 5764
15353.2
FL 15353-R5
JELD-WEN
MILLIONS
15861.1
FL 15861-R9
PANEL WALL
SIDING
KAYCAN
SIDING
16299.2
FL 16299-R5
JAMES HARDIE
13192.2
FL 13192-R6
SOFFITS
KAYCAN
SOFFIT
16503.3
FL 16503-R5
ALSIDE
SOLID AND VENTED SOFFIT
15272.1
FL 15272-R3
JAMES HARDIE
SOFFIT
13265.1
FL 13265-R5
ROOFING
ASPHALT SHINGLES
GAF
SHINGLES
10124.1
FL 10124-R29
IKO
SHINGLES
30310
FL 30310-R1
TAMKO
SHINGLES
18355.1
FL 18355-R6
TPO
GAF
SINGLE PLY ROOF SYSTEMS
16730.1
FL 16730-R30
METAL ROOFING
UNION CORRUGATING
MASTERRIB PANEL
9555.4
FL 9555-R4
ALUMFLO
.024 3' RISER PAN ROOF
22840.1
FL 22840-R2
.030 3' RISER PAN ROOF
22840.2
24GA 3' RISER PAN ROOF
22840.3
26GA 3' RISER PAN ROOF
22840.4
UNDERLAYMENT
TAMKO
UNDERLAYMENT HVHZ
12328.1
FL 12328-R9
UNDERLAYMENT NON-HVHZ
12328.2
GAF
UNDERLAYMENT
10626.1
FL 10626-R19
ROOF VENTILATORS
THOMPSON ARCH METAL
OFF RIDGE VENT
16918.3
FL 16918-R3
FLORIDA METAL PROD.
OFF VENT RV10
21580.1
FL 21580-R2
RIDGE VENT
21580.3
LOMANCO
RIDGE VENT
17202.1
FL 17202-R6
STORM PANELS
GLOBAL PROTECTION PROD
GALV STORM PANELS HVHZ
15076.1
FL 15076-R6
GALV STORM PANELS NON-HVHZ
15076.2
STRUCTURAL COMPONENTS
CAST-CRETE USA
CONCRETE LINTELS
158.1
FL 158-R13
COMMERCIAL CONCRETE PRODUCTS
CONCRETE LINTELS
1774.1
FL 1774-R6
MARION MASONRY MATERIALS
CONCRETE LINTELS
12193.1
FL 12193-R5
CONCRETE PRECAST PRODUCTS
CONCRETE LINTELS
15148.1
FL 15148-R3
LOTT'S CONCRETE PRODUCTS
CONCRETE LINTELS
17867.1
FL 17867-R2
SYMBOL
DESCRIPTION
$
SWITCH
$3
3 WAY SWITCH
$4
4 WAY SWITCH
$R
RHEOSTAT SWITCH
110 V RECEPTICLE(1/2 SWITCHED)
110 V RECEPTICLE
8GFI
110 V RECEPTICLE - GROUND FAULT
8AFI
110 V RECEPTICLE - ARC FAULT
8wP
110 V RECEPTICLE - WATERPROOF OUTLET
6
220 V RECEPTICLE
[�]
DUPLEX OUTLET IN FLOOR
110 V QUAD
awP
110 V QUAD WATERPROOF OUTLET
®
RECESSED INCANDESCENT
LIGHT FIXTURE - WALL OR CEILING (TYP)
EXHAUST BATH FAN 110 V 50 CFM'S
EXHAUST FAN/LIGHT COMBINATION
®
FL❑URESCENT FIXTURE
FLOOD LAMPS
o
VANTITY LIGHT
GD
PUSH BUTTON FOR GARAGE OPENER
SBn
SMOKE /FIRE DETECTOR/ALARM
C&M
SMOKE/CARBON MON❑XIDE DETECTOR - COMBO
CARBON M❑N❑XIDE DETECTOR
E::P
DISC❑NNECT
n
I/
-�
CEILING FAN ONLY
L/ �J
n
I/
CEILING FAN /LIGHT
FAN W/L
=p
DISC❑NNECT SWITCH
ELECTRICAL METER
1]
ELECTRICAL PANEL
EXISTING
GARAGE
SMOKE DETECTORS:
SMOKE DETECTOR PLACEMENT AND LOCATION SHALL BE CHECKED AT FRAMING. THE PROPER PLACEMENT OF UNITS SHALL BE
IN ACCORDANCE WITH THE NATIONAL FIRE PREVENTION CODE SAFETY ACT. MINIMUM REQUIREMENT SHALL BE AS SET FORTH IN
7TH EDITION, 2020 FLORIDA BUILDING CODE AND NFPA-70/NATIONAL ELECTRIC CODE 2017 (NEC2017).
CARBON MONOXIDE DETECTORS:
EVERY BUILDING FOR WHICH A PERMIT FOR NEW CONSTRUCTION IS ISSUED ON OR AFTER 07/01 /08 AND HAVING A
FOSSIL-FUEL-BURINING HEATER OR APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL
CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSED. IN NEW CONSTRUCTION,
ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL
POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACK UP.
ELECTRICAL:
ALL OUTLETS SHALL BE ON AN AFCI (ARC FAULT CIRCUIT INTERRUPTER) PROTECTED CIRCUIT & TAMPER PROOF, PER
2020 7TH EDITION FLORIDA BUILDING CODE, RESIDENTIAL (PART Vill - ELECTRICAL)
NEC 2017: 210.12 - ARC FAULT PROTECTION IS NO LONGER LIMITED TO SLEEPING AREAS AND NOW INCLUDE KITCHENS.
NEC 2017: 210.8 - INCLUDE GFCI PROTECTION ON CIRCUITS INCLUDING BUT NOT LIMITED TO OUTDOORS, DISHWASHERS,
PORCH AND LANAI.
ALL OUTSIDE MECHANICAL EQUIPMENT TO HAVE (1) 110 VOLT GFI WP OUTLET WITHIN 25' OF EQUIPMENT IN SITE PLAN.
OFFICE
AFI
ll'601V
EXISTING
I�AFI =0
AFI
I +
I +
1 \� WP
AFI
/ \ 0 CL I
/FAN W%L Z I
.BEDROOM
AFI
DD
I
�¢ AFI AFI
� I4'
COVER PORCH
EL_Ll_�,CTRICAL
HVAC
MECHANICAL:
CONDENSATE LINES SHALL DISCHARGE AT LEAST 12" AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND
PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS.
20 FMC, TH EDITION - EQUIPMENT DISCONNECT MUST BE WITHIN SIGHT OF THE EQUIPMENT.
BATHROOMS MUST BE VENTILATED MECHANICALLY AND EXHAUSTED TO BUILDING EXTERIOR.
AIR HANDLER FLOAT SWITCHES ARE REQUIRED TO SHUT DOWN THE UNIT OR OTHER APPROVED
OWNER THAT THE CONDENSATE DRAIN LINE IS NOT WORKING PROPERLY.
NOTES:
UNLESS ❑THERWISE NOTED
1.
ELECTRICAL OUTLETS HEIGHTS AS MEASURED FROM FINISHED FLOOR
CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL)
KITCHEN
44" AFF
BATHROOM
39" AFF
LAUNDRY ROOM
36" AFF
EXTERI❑R WATERPROOF
12" AFF
GARAGE GENERAL PURPOSE
42" AFF
RANGE
2" AFF
2,
ALL TRIM PLATES & DEVICES
TO BE GANGED, WHERE
P❑SSIBLE
3.
ELECTRICAL SWITCHES TO BE 42" CENTERLINE AFF,
4.
ELECTRICAL PLAN IS INTENDED FOR
BID PURPOSES ONLY. ALL
WORK SHALL
BE DONE IN STRICT ACCORDANCE WITH THE NATI❑NAL ELECTRIC CODE, LATEST
EDITI❑N, BY LICENSED ELECTRICAL
CONTRACTOR WHO SHALL BE
RESP❑NSIBLE
FOR THE INSTALLATI❑N & SIZING OF
ALL ELECTRICAL, WIRING &
ACCESS❑RIES.
5.
GROUND WIRE FORM REBAR TO
ELECTRICAL PANEL PER
N.E.C, 2017
DEVICE TO ALERT THE HOME
THERE MUST BE A NOTICE POSTED ON THE ELECTRICAL PANEL ALERTING THE HOME OWNER THAT THE AIR HANDLER IS
LOCATED IN THE ATTIC (WHEN APPLICABLE).
NOTE:
MECHANICAL CONTRACTOR TO DETERMINE UNIT SIZE PER ENERGY CALCULATIONS
IN ACCORDANCE WITH CHAPTER 471,003 (2) OF THE FLORIDA ADMINSTRATI❑N CODE,
MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE
RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES, THE SYSTEMS DRAWN
HEREON ARE BASED UPON THE HOMEOWNERS/CONTRACTORS REQUIREMENTS.
D.W. SMITH, M.S.,P.E.#536®8
FLORIDA PROFESSI❑NAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLAST❑N DRIVE-DADE CITY, FLORIDA 33525
PHONE: ( CELL) 813-469-2289 E-MAIL: dwsf l pe@earth l i nk. net
PRATT GREGORY
6106 RIDGEWAY DR
ZEPHYRHILLS, FLORIDA
ELECTRICAL/HVAC
SHEET OF
t
SCALE
DO NOT SCALE
RICK GOLLHARDT - DRAFTSMAN DESIGN/DRAWN
PHONE: (CELL)813-781-3651 E-MAIL: rw I lhardt@tamDabav, rr, corl R . GO LLHAR DT
7 NOV 2021
CHECKED
D.W.S.PE
4OF4
2021-0520
DL