HomeMy WebLinkAboutPLANS(1) GENERAL NOTE5 (if applicable):
- This plan has been designed according to Florida Building Code 2020, Ith Edition.
- Design wind speed is 150 MPH. (5t. Lucie County)
- Soil bearing capacity for this project is 2500 psf.
- Compacted soils shall be tested to a minimum of 95% of Modified
Proctor in accordance with A5TM D 1551 and compacted and
tested in lifts not to exceed 12 inches. w
s \ -Poison soil against termites beneath Slab prior to concrete pour. A
\ \ j -Footings shall be as Indicated on drawings.
- All concrete to be min. of f'c = 3000 s.i. at 25 days.
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j - Reinforcing steel shall be min. grade 60. Reinforcement shall be
z / placed in accordance with A150, CR51, & A5TM 615.
1 � i
v \ \ - Reinforcement of laps in footings shall be 30". Corner bars are O
Q \ required at all outside corners.
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All pre-cast lintels to have min. 4" bearing.
n -- - ----------
Roof: DL & LL = 20 psf bottom cord; DL&LL = 21 psf top cord w
w Q - - ----- - Floor LL = 40 p.s.f.
- See final engineered truss drawings for uplift loads O
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2 ----
-___- ---- and Truss Connectors.
0 z -------- _== - Glazing at exterior doors, shower, bathtub and similar
z locations will be of an approved safety glass.
Garage Common Door shall be 1/2 Hour Fire Rated 1 3/4"
7 — Wood door equipped with self closer.
0) w - Garage Common Wall shall be minimum 1/2" 5heetrock or
7- z
O Wire Lathe & Plaster.
ii Q0 AL --- - All Components & Cladding will be installed according to the
w Q0 Manufacturer's NOA as submitted with permit application.
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w w - All Windows and Doors will be Flashed with Protecto LWM200 LU
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T Ca Liquid Waterproofing Membrane
6 O - HURRIGA�NE5 SHUTTERS: All Windows shall be protected with Removable D.. �
z z Impact Resistant Panels fastened with manufacturers approved fasteners embedded z
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into concrete tie beam (top), filled concrete cell (sides) and precast concrete sill O O
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L Q Impact R; ORtant Glass. (see below) v w
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VIBRATION PAN&DRAIN W
f 150LATOR PADS
1/8 x 1 1/2"METAL UN15TRUT(Typ)
o I , CPT�ON — — 4 = _ _ - - — o \G5 �M p PROVIDE ATTIC ,AtCCE55 Min. 5ize: 20 1/2" x 30" � M
�,����° I _ �P, PROVIDE 30 x30 �PLA�TFORM AT 5ERVICE PANEL OF UNIT, 1�1
F° PROVIDE MIN. 24 YNArLK NAY FROM ATTIC ArCCE55 TO PLATFORM.
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LU GODE. FBG 2020, lth Edition La '
_ LL. I / / „9'• PROJECT NAME: BILL & LAUREN 5KOPELJA p
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— ° PROJECT ADDRE55: 5T. LUGIE COUNTY, FL O
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Z < ARGHITEGH/ENGINEER: Ed 5hinskie P.E., FL Reg No.41515 V
W z PA<RGEL INFO: TYPE OF CON5T.: CBS X FRAME METAL C
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—I14 �"Q BLDG. DESIGN: ENCLOSED X PARTIALLY ENCLOSED_OPEN
tY w PARCEL ID: 1418-241-0035-000-1 WIND SPEED (Ulitimate Mile): 140 150 X 160 110 Lo
(3 1 .156 AtGRE5 EXP05URE: C Q
v I INTERNAL PRE55URE COEFFICIENT: 0.1 b
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IMPORTANCE FACTOR: 1.0 DATE:
MEAN BLDG. HEIGHT: < 30 FT.
I OVERHANG: 2 FT. ROOF PITCH: 5/12
— — — — — MINIMUM SETBACK — — — — — — — ROOF D.L. 5HIN67LE5 TILE METAL_ X —L.L.
FLOOR L.L. 40 psf DL
SHINS��/,,�� Digitally signed WINDOW/DOOR DESIGN PRE55URE5 ON ELEVATION YES X NO
�� Qg'�.\GENSF''•.� �
No.
by Edward F
47515 GOMPONENETS and CLADDING WIND PRESSURES SCALE:
Shinskie Jr. SHUTTERS: YES NO X N/A
"-° ' ' �; IMPACT RESISTANT ASSEMBLY: YE5 X NO N/A
STATE OF �(/� Date: 2021 .06.20 AS NOTED
PROPERTY LINE 1 0:53:03 -04i 00
This item has been electronically signed and sealed by ENGINEER: EDWARD F. 5HIN5KIE SHEET:
Edward F. 5hin5kie, PE on the Date and/or 4101 WILD TURKEY ROADMIMS, FLORIDA 32154
Time stamp shown using a digital signature.
Printed copies of this document are not considered P.E. NO: 41515
signed and sealed and the signature must be verified A- 1
51TE PLAN 1" = 15-0" on any electronic copy. 5I6NATURE:
c9
C&C V and WALL WIND PRE55URE5
1
160 C R15K GAT II H<15'
1W A ZONE 4 INTERIOR ZONE 5 EXTERIOR
A) 10 5F = 33.5/-36.3 E) 10 5 F = 33.5/-44.8
5 : 12 `�° B) 20 5F = 31.q/-34.6 F) 20 5F = 31.q/-41.8
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I-' C) 50 5F = 30.0/-32.8 G) 50 5F = 30.0/-37.7
3246DH ��• 0060
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5 : 12 5 : 12 ao H) 100 5F = 28.4/-34.8
12 ap
p 26 Ga."GALWALUM"METAL ROOFING FASTENED as
w GARAGE DOOR MIN 2' FROM CORNER5 per Manufacturer'sNOA; 5 SLOPE m
1v PEEL-N-STIK;
Z 19/32"CDX ROOF SHEATHING WITH LONG DIMN.
= 1 : 12 1 q'X7' = 53.7/-33.3 16'xl' = 2b.2/-31.5 PERPEN.TO FRMG.&STAGGERED END JOINTS.
NAILING: USE 8d RING SHANK NAILS @ 4"O.C. Z
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PERIPHERY SHTS.,ALL OTHER SHTS.6"O.C.ON O
- - ----------------------------------------------------- - EDGE&6"O.C.IN FIELD.
6Lj
R-30 INSULATION �
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A B B EIE
ED
= B B L' ENGINEERED PREFABRICATED WOOD v
I�}'1P` b /7 TRUSS ANCHOR:SIMPSON HETA20 ROOF TRUSSES TPI DESIGN SPECS.
CID
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25 SH(Egr) /t� �K 6080 Fbgls Insul Frllenc�h(IAccess - 00 - #25 SH /t� ��
2X4 RS Cedar FASCIA;
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W W T7- 00 00 / EXPOSED RAFTER Zy6
TAILS O
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CQ ~ Ell DD \� CEILING HGT:Varies per Room- z
0 z 10'1"or 8'1"(See note on Floor Plan)
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1x12 RS Cedar Frieze Board
2 COURSES LINTEL BLOCK REINF.W/1#5 EACH
kn W OPNG SE(SEE SCHEDU EINSHTE 3).PRECASTLINTELS AT
JFRONT ELEVATION 1/4" = 1'-011
W 1/2"SHEETROCK over
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RIGID INSULATION BOARD over
FURRING @
LU W Painted 5/8"Stucco OPTION:Fill Block with Foam J
= m Insulation in leau of Rigid Board LU lL
Z Z #5 REBAR DOWEL INTO FTR. TrrZ
(25"LAP)MIN.6"W/STD.90 d O
ALL CEILIN65 ARE FLAT @ q7" AFF EXCEPT A5 NOTED. HOOK PROVIDE INSPECTION N CA-FILLED CELLS, O
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KNOWCKOUT 1ST CRS. INDICATED,MAXIMUM 64"O.C., 1L_ v
Q 4/ �� DOWELLED INTO FTG.&REINF. W W
Z Cp 71 -$ WITH 1#5 REBAR(25"LAP). v v
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- - - - - - - - - - - - - -
8080 Sliding Glass Door 8080 Sliding Glass Door I 8068 Sliding Glass Door(Egr) I 4"CONC.SLAB REINF.W/WWM,
_ WOOD BASE 6X6,10.10
3068 Fbgls I sul w
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6"MIN. ,
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W ~ I I I I I 16"w x 20"d CONC.FTC. CLEAN,COMPACTED SOIL
Z MONOLITHIC POUR(3000 PSI) POISON AGAINST TERMITES. Z
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O Z I I? '-0 LUQZ TYPICAL GARAGE WALL SECTION 1/2 = 1
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= I I ROOF 2-12d Nails
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Q �— — — s�o2 — - - - — — — �� - - - - - - - - - - - - - - - - - - - — — -J - - - - - - - - - — ' EACH BLOCKING MEMBER W/2-
~ L - - - - - - - N - - �� �� 00 2x4 BLOCKING A5 16d NAILS IN EACH MEMBER 4 _
m BC612i N 3-6 -I 14-1 1/2 I - M REOV 2 16d
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TRU55 ANCHOR A55EMBLY
N NAIL @ 7"o.c.5d COOLER � w
" _ _ m NAILS or GW654. BOND =51MP50N HETA 20 @ 24"
} } I TO I U ACC C / I 6`ei\g is Flat @ 121"AFF. N I I BEAM o.c.
W I L El` I M / I HALL HALL I
OI O � W W I 2868 =
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N CLOSET N
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In W/ 9068
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W < Ceiling is Flat @ 121"AFF
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ROOF SHEATHING NAILING ZONES
#25 SH(Egr) #25 SH —#26 SH — — #26 SH #25 SH(Egr) #25 SH
1 1 11 - 1 1 1 1 n 1 1 1 1 " 1 n 1 n 1 n n 1
_3-2 — — _i -� - _ — _3-2 — — — — 6 — 3-2 4 4 3-2 4 -8 — — _3-2 — — 6-4 — — — — 3-2 - — 7. _ J 1.) 8d RING SHANK 0.113 4" O.C. EDGES & 6" O.C. IN FIELD
DATE:
Porch Ceiling: 1xb#2 5Y Pine Decking over 2xb#2 ir e
Rafters @ 24"o.c.(exposed,anchor each a w/5impson 10) I c!J 2.) 8d RING SHANK 0.113 3" O.C. EDGES & 3" O.C. IN FIELD
6/1 "7/2021
Typ.Beams:4x12 R5 Cedar PO CH Typ. Posts:bxb R5 Cedar I � `\\j111SH1//j' 3.) 8d RING SHANK 0.113 @ 6" O.C. EDGES& 6" O.C. IN FIELD
o F. Ns Digitally signed
�Q '\\CENSF' ��� g y g MEAN ROOF HEIGHT< 30 Ft.
12' 10"Top of Beam @ C17 AFF 43' 10" T p of Berarg @ 1"A F 15'0" Top of Beam @ 97"AFF �; No.47515 by Edward F SCALE:
8'-8 3/8" 4-t� 5/ 4'-5 3/8" 8'-8 7/16" =* * *=Shinskie Jr. NOTE: ALL VALLEY MEMBERS SHALL BE
- - - - - - - - - - — — — - -- - - - - - - J --0 :
�0 STATE OF�OR :•�(/�: Date: 2021.06.20 FASTENED TO FRAMING MEMBER BELOW WITHS NOTED
12'-10" 43'-10" 15' •. 1D?.•'G\� ,
5IMP50N 24" FLAT 5TRAP5 AT EACH END.
S�� 10:53:30 -04 00
�, ON \`
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111111\\\
23'-11" 26'-5" 21'-4"
LIVING AREA This item has been electronically signed and sealed by ENGINEER: EDWARD F. 5HIN5KIE SHEET:
4707 WILD TURKEY ROAD
Edward F. 5hinskie, PE on the Date and/or MIMS, FLORIDA 32754
2747 SQ FT Time stamp shown using a digital signature.
Printed copies of this document are not considered P.E. NO: 41515 A-2
signed and sealed and the signature must be verified
FLOOR PLAN 1/4" = 1'-0" on any electronic copy. SIGNATURE:
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LU CD
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v G G G C B O
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8080 Sliding Glass Door 8080 Sliding Glass Door O
8068 Sliding Glass Door(Egr) 3068 Fbgls Insul v
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Q0 160 G R15K GAT II H<15'
tn < ZONE 4 INTERIOR ZONE 5 EXTERIOR
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f- A) 10 5F = 33.5/-36.3 E) 10 5F = 33.5/-44.8
B) 20 5F = 31 .9/-34.8 F) 20 5F = 31 .9/-41 .8
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_ H) 100 5F = 28.4/-34.S ;;:== ___
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? GARAGE DOOR MIN 2' FROM GORNER5
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X I TYPICAL FOOTING: 16"w x 20"d Monolithic Pour Footer
z w I reinf. w/2 #5 Rebar continuous around corners, min. Lap 30". -___ I - cx.
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TYPICAL SLAB: 4" 3000 psi Monolithic Pour Concrete reinf. w/WWM, 6x6, 10.10 I = .2
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o I I DATE:
S S
Digitally signed
6/1 "7/2021
by Edward F
No.47515 '•�
FIFE �` Shinskie Jr. 5GALE:
S I -4 I S 1 G
��Q••, STATE OF �(/�; Date. 202 1.06.20
PORCH :�F i/F�ORIOP.`; \�
'%s"�VA�E�G' 10:54:06 -04'00' 5 NOTED
co 159 SQ FT
L- - - - - - -- - - - - - - - - - - - - - - - - - -�
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as been electronically signed and sealed by ENGINEER: EDWARD F. 5HIN5KIE SHEET:
4701 WILD TURKEY ROAD
5hinskie, PE on the Date and/or MIMS, FLORIDA 32754
23'-11 26'-5" 21'-4" p shown using a digital signature.
pies of this document are not considered P.E. NO: 47515 —�
sealed and the signature must be verifiedFOUNDATION PLAN 1/411 = 1 -0 ctronic copy. SIGNATURE:
STUCCO 1/2"SHEETROCK STUCCO 1/2"SHEETROCK
y
AT CORNER AT INTERMEDIATE
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CAULK °d
W z I . _ 5EGURE WITH TWO 1/2"X bib
CAULK =
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1x4°
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�J STUCCO rT
Z R RETURN
STUCCO /\ 3/16""TAPGON", 2 1l4" SHIM
RETURN 1.25"MINIMUM EMBEDMENT INTO MASONRY, BRIGKMOULD
FILL ALL MANUF.HOLES WOOD JAMB
ALUMINUM WINDOW FRAME 3/11.25"MINIMUM EMBEDMENT INTO
v TYPICAL WINDOW BUCK DETAIL nts MASONRY, b"MAX.FROM BOTTOM& O
(] TYPICAL DOOR JAMB DETAIL nts t>—
AT INTERMEDIATE AT CORNER
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CONCRETE TIE BEAM Q
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7 BOLTS 5E
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TWO 3"WOOD 5GREW5 EACH WAY(Typ.)
J _w AT INTERMEDIATE AT CORNER
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W I I 00 I i t I D/N/N verified before slab pour.
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OMETER
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_ I DRYER ss24L B24L� I — — __L_ J
~ `'Toco LINTEL SCHEDULE
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ROWS OF
V LU Q I I ® I I T I I WINDOW OR CAST—CRETE "H" BLOCK BOTTOM MAX. MAX. MAX
e e � WIDTH LOAD (PLF) LOAD (PLF)
INDEX DOOR UNIT LINTEL SIZE SPECIFICATION ABOVE STEEL SIZE TOP STEEL SIZE GRAVITY UPLIFT LATERAL
Y LOAD (PLF)
U
LU M '7— -
O II II r 2868 28-68 — - - - - - - - - - - - -/ —/I—\ —\ - - - - - - - - - - - - - - - II _ III L22 2''-2"' 3''-6"" 8F8-OB/1 T 1 5 2 5 1569 102
4/
BC612I Bab= L-45 m � 2'-6" 8F8—OB/1T
BCW3636L W3614 U L31 2'-8" 4'-0' #5 2561 1363 763
3-1"
2868 L40 4'-0" 5'-4" 8F8—oB/1T 1 #5 1349 1016 411W W Z elling is Flat @ 121 AFF. L45 —5" 5-10" 8F8—OB/1T 1 #5 1105 909 339
io
7- cW LG L50 5'-0" 6'-6" 8F8-0B/1T 1 #5 1238 835 721
N X L68 6'-8" 7'-6" 8F8—OB/1T 1 #5 1011 727 534W 2868
E I Io� 8"-0"
W �
9'-4" 8F8-1B/2T 1 #5 2 #5 752 591 512
L86 8'-6" 10'-0" 8F8-1B/2T 1 #5 2 #5 643 530 401LU
Q
OI 9068 I 5068 5068 2868 O I L90 9'-0" 10'-6" 8F8-1B/2T 1 #5 2 #5 643 530 401 Q
v ') I I I \ I I L90B 9'-0" 10'-6" 8F16-18/2T ONE 1 #5 2 #5 1533 1183 401 5:
Z < I I Ceiling is Flat @1121"AFF. \ Ceiling is Flat @ 121"AFF. I I L100 10'-0" 11'-4" 8F8-16/2T 1 #5 2 #5 582 494 452
WZ I I Ceiling is Flat @ 121"AFF. / I \ I I L100B 10'-0" 11'-4" 8F16-18/2T ONE 1 #5 2 #5 1366 1028 452 iZ
—1 Q I L120 12'-0" 13'-4" 8F8-1B/2T 1 #5 2 #5 471 428 324
L120B 12'-0" 13'-4" 8F16-1B/2T ONE 1 #5 2 1 #5 1075 770 324
LU 0 LU I I / I \ I I L136 13'-6" 14'-10" 8F16-18/2T 1 #5 2 #5 1250 609 259 w
(3 I I / I \ I I L140 14'-0" 15'-4" 8F16-1B Q
/2T 1 #5 2 #5 1250 609 259
\ L150 15'-0" 16'-4" 8F8-1B/2T 1 #5 2 #5 300 192 194
O I I I I L160 16'-0" 17;4" 8F8-1B/2T 1 #5 2 #5 300 192 194 DATE:
L160B 16'-0" 17—4 8F16-18/2T 1 #5 2 #5 950 500 194
L-31 I L-31 / L-31 L-60 I L-31 L-31 I I - ALL LINTELS SHALL BE MADE BY CAST-CRETE 6/1 �/2021
L-31 - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
REFER TO CAST-CRETE CATALOG FOR ALL INFORMATON REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION
6080 Fbgls I Isul French(Access) 0 C AND SAFE LOAD REQUIREMENTS
- LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED
#25SH(Egr) #25SH L _ _ _ _#26SH_ _ _ _ _ _ _ _ _ _ — — —#26SH — — — #25SH(Egr) #25sH I - CONTRACTOR TO VERIFY ALL LINTEL SIZES BASED ON FINAL MASONRY OPENING SIZES AND ADJUST LINTELS SCALE:
ACCORDINGLY PRIOR TO ORDERING ANY/ALL LINTELS
— - - - - - - - - — - - - - - - - - - ! — � � — ! - - - - - — — — — — — — — —
Porch Ceiling: 1 xb#2 5Y Pine Decking over 2xb,#2 Pine I AS NOTED
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Rafters @ 24"o.c.(exposed,anchor each a w/5impson H10) I \�`��0 F. SH Digitally signed
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Typ. Beams:4x12 R5 Cedar Typ. Posts:bxb R5 Cedar ��' :� b Edward F �61R: EDWARD F. 5HIN5KIE
No.47515 y This item has been electronically signed and sealed by 4"f07 WILD TURKEY ROAD SHEET:
=* * *= Shinskie Jr. Edward F. 5hinskie, PE on the Date and/or MIMS, FLORIDA 32754
12' 10"Top of Beam @ 97"AFF 43' 10" Top of Beam @ 121"AFF 15'0" Top of Beam @ 011"AFF :'B ' �= Time stamp shown using a digital signature.
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Q •• STATE OF �(/; Date: 2021 .06.2 Printed copies of this document are not considered P.E. NO: 41515
L — — — — — — — — — — — _ — — — — — — — — — J i��C` '' .F�ORIDP.•' \?� signed and sealed and the signature must be verified
10:54:44 -04 00 . 51GNATURE: -4
/
LINTEL PLAN 1/411 = 1'-011 -/
ELECTRICAL SCHEDULE
DESCRIPTION POLE5 TRIP VOLT5 WIRE COND. DEMAND NO DEMAND
GEN. LIGHTING 4 15 120 #14 '714
SMALL APPLIANCE 2 20 120 #12 9000
LAUNDRY 1 20 120 #12 1500
DRYER 2 30 240 #10 5000
RANGE 2 50 240 #b 12000 W
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WATER HEATER 2 30 240 #10 450
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A/C & HEAT 2 60 240 #6 6500
Q REFRIGERATOR 1 20 120 #12 1500
LU Q GARBAGE 0I5P. m
1 20 120 #12 650
z WATER PUMP 1 20 120 #12 216
v 0I5HWA5HER 1 20 120 #12 1250 Z
Ll MICROWAVE 1 1500 0
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Q TOAL DEMAND 3b502
Q FIRST 10,000 AT 100% 10000 LU
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W REMAINDER AT 40% 11400
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TOTAL DEMAND LOAD 21400
W = Z
c4 TOTAL NO DEMAND 6,500
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Z LIVING AREA 2114 x 3 = 6342 TOTAL DEMAND =21400
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IA 20400/230 = 93.04 AMPS
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ua I / — fi l ___� Floor recepticle location to be field I I I 1 PROVIDE DISCONNECT FOR ALL APPLIANCES PER NEC 422.31' 440.14 fz
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I z y I \ TABLE ALL OUTLETS TAMPER PROOF.
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J X I / I I o I I N I I / — 1� I ALL EXTERIOR OUTLETS WP & GFI. _
Z W I o I m I I o I I I / / i �\ '4 ALL BATH OUTLETS GFI.
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= PANEL II N ALL KITCHEN OUTLETS GFI.
ELECTRIC r - \ I I I /r SMOKE DETECTORS WITHIN 3' OF ALL SLEEPING ROOMS. _
Q METER CARBON MONOXIDE DETECTORS WITHIN 3' OF ALL SLEEPING ROOMS.
O 5HE — — — m / I m II / \ — I ATTIC ACCESS SHALL HAVE A SWITCHED LIGHT& 11OW OUTLET IN ATTIC
W DRYER L_ / \ 2880 Barn Door i
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W ®\ /� r 2868 I N I / / \ 4` 1 3 #3/0 CU Vc
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2ss8 2868 2868 o GROUNDS'
W Q I / 1 3 \ 5068 5068 2868 0 w
= W 9068 \ I I / I // \ \ 1 COPPER ORD TO WATER }
/ Ceiling is Flat @ 121"AFF/. \ FIFE UNDEROROUND
Z Z I I ` 1 Gelling is Flat @ 121"AFF. 1 E Q
— < O ` �eiling is Flat @ 121"AFF. / / \ 1 � #4 GU Ground to SLAB TO FPL.
� Z � I � 1 / I / \ � � � I REBAR Min. 20'2 Rods
!Y W \\ \� / I/ \ � �� Tv I � 1 b' apart. � z
DATE:
ELECTRICAL RISER N.T.S
6/1 "7/2021
L20 00. 0 6080 Fbgls I sul French(Access)( Q
— — — — — —
#25 SH(Egr) #25 SH — — — —#26 SH — — —#26 SH — — — #25 SH(Egr) #25 SH SCALE:
— —\
L-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Porch Ceiling: 1xb#2 5Y Pine Decking over 2x Pine 1
I Rafters @ 24"o.c.Uposed,anchor each a 1 10) AS NOTED
0/5impso 1
Typ. Beams:4x12 R5 Ce-d�ir— — / Typ. Posts:bxb R5 Cedar CODE: NEC 2014 ELECTRICAL CONTRACTOR: SHEET:
12' 10"Top of Beam @ CIT'AFF 43' 10" Top of Beam @ 121"AFF 15 0" Top of Beam @ 9T"AFF
LICEN5E NO:
L — — — — — — — — — — — — — — — — — - — — — — — — — — — ��
SIGNATURE:
ELECTRICAL PLAN 1/4" = 1'-0"