HomeMy WebLinkAboutBuilding PlansI ARCHITECT
PRODUCT
OPENING DESIGN
PRODUCT
MANUFACTURER
MODEL #
APPROVA
GLASS
ATTACHMENT METHOD
PRESSURES
DESIGN
L #
TYPE
(WORST CASE)
PRESSURES
ROOF
ZONE 1-32.8
-150
SUPREMA INC.
UNDERLAYMENT
FL#
N/A
(SELF -ADHERED)
ZONE 2 -45.6
2569.1
ZONE 3 -45.6
DOOR
ZONE 4-28.7
-80
MASONITE INTER.
METAL EDGE
FL#
IMPACT
3/8" CONCRETE SCREW @ 36" MAX. O,C., 12" ON
ZONE 5 -34.5
STEEL DOOR
7091.1
CORNERS, 1-1/4" MIN. EMBEDMENT AND 3" DISTANCE
TOEDGE
ROOF
ZONE 1-32.8
N/A
OWENS CORNING
ASPHALT
FL#
N/A
6-ROOFING NAILS PER SHINGLE WITH 3/8" DIA. HEAD
ZONE 2 -45.6
SHINGLES
10674.1
ZONE 3 -45.6
IMPACT
3/16" TAPCON @ 12.50" MAX. O.C., 625" ON CORNERS,
WINDOW
ZONE 4-28.7
-60
SILVER LINE
VI SERIES 70
FL#
ZONE 5 -34.5
BUILDING
(2127)
14911.5
1-1/4" MIN. EMBEDMENT AND 1-3/4" DISTANCE TO
PRODUCTS
EDGE
I L-IV I rnUV IUCU UINII I U IINUR.M I C UUn nCV ICVV MIN U MrrRUVML t UK U2>t OF FKUUU(-IJ Uk) I tU FUR I HIJ S I RU(-I UNE. I HE ACCEP IANCE OF I HESE PRODUCTS AND METHODS OF
ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY
THIS OFFICE FOR THESE PRODUCTS.
CONNECTOR SCHEDULE
TRUSS ID
BEARING
POINT(S)
TRUSS ACTUAL
UPLIFT (GROUPED,
WORST_ CASE)
SIMPSON
CONNECTOR(S)
CONNECTOR(S) _
UPLIFT DESIGN
FASTENERS
A-C6
EACH
1054#
(1) HETA 20
1810#
(9) 10d x 1-1/2"
GRA
JIT & 3RD BRG
1019#
(1) META 20
1810# _
(9) 10d x 1-1/2"
2ND BRG
2638#
(2) HETA 24
(1) HTSM 20
2365#
1110#
12-16d x 3-1/2"
10-10d X 1-1/2"
GRB-GRD
EACH
1221#
(1) HETA 20
_
181011 _
(9) 10d x 1-1/2"
KING JACK
1ST BRG
743#
(1) HETA 20
1810# Y
(9) 10d x 1-1/2"
2ND BRG
591# _
(1) MTS 16
990#
(14) 10d x 1-1/2"
HIP JACKS
_
15T BRG_
157#
(1) HETA 20
1810#
(9) 10d x 1-1/2"
_
2N0 BRG
NAILED PER TRUSS COMPANY
VALLEY TRUSSES
48" O.C.
672# _ (1) MTS 16
990#
(14110d x 1-1/2"
TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP DRAWINGS, CHAMBERS TRUSS, JOB It 77539-1702 JUANITA. TRUSS
ENGINEERING DATED 5 20 2021. t,i.'. LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS
LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT.
NOUN
DRYWALL SHALL CONFORM WITH SECTION R702.3. I OF THE FLORID A BUILDING
RESIDENTIAL CODE.
CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION
R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE. `
WALL .AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSMCATION OF NOT
GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450.
ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.I2 WATT
PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN
ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450.
FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND
SMOKE - DEVELOPED INDEX OF NOT MORE 711AN 450.
TABLE R301.2(1)
CI IAAATIr AkIn r]G•rinDA-1
GROUND WIND DESIGN _ SUBJECT TO DAMAGE FROM -
SEISMIC WINTER ICE' BARRIER AIR MEAN
SNOW �Sp.opographlo DESIGN __Frost Ilnu �+ DESIGN UNDE,RLAYMf~NT FLOOD FREEZINGLOAD foolak (NAB CA�1'EG0RYI W"therinq* depth°� Termite° TEMP° REQUIREDI' HAZARDS° INDEX' TEMPI
NA Sec Pig. R3()1,2(4) NA Negligible _ NA _ Very �Nq,_ NA NA
HBaV I
t -d EXISTING WALLS TO REMAIN
-..; EXISTING WALLS TO BE REMOVED
F-= i'� PROPOSED CONCRETE BLOCK WALLS
L.: PROPOSED 2 X 4 FRAME WALLS
L711
I� fi
Certification for Desi n Load Compliance
1. DESIGN CODE: FloridaStCIN�rA G code 2020 Edition W(20�,,,.,, supplements using ASGE 7-16
2, Structure Design is: >f Enclosed _ Partially Enclosed Open Building
3. Risk Category: _I II _III _IV Exposure Category: ` , B -_-_-C _D Adjustment coefficient %•
4. Design Wind Velocity 0-mph _,_,_ASD EKED End Zone Width _ ft.
5. Mean Roof Height; _ _ft. Roof Pitch: L A2 Parapet ft.
6. Components & Cladding Design Pressure w%ed: (PSF, based on Actual sq. ft. @ 30 WRH (worst case)
Zone 1:-32,) Zane 2:- Zone 3:- K0Zone 4:- 6 Zone 5:- � Garage: `-""
7. Design Loads: Floor: A pSF Roof/Dead: (-D PSF Roof/t,ive PSF Balgony: •PSF
Dock: -,PSF Deck:.- PSF Stairs: J- PSF Fence: - PSF Railing; PSF - - --
8. Were Shear Walls Cont3idered for Structure? Yes .Not Applicable Explain Why Not: RECEN�15
9. Is a Continuous Load Path provided? Yns Not applicable Explain Why Not:
10. Minimum sail bearing pressure 2000 P.S.F. ����,
ST. Lucie County, Permitting
STRUCTURAL NOTES:
1, STRUCTURAL LUMBER TO BE HEM -FIR 42 (:31RADE OR BETTER WITH 1000 P.S.I. MIN, FIBER STRESS VALUE.
2. CONCRETE TO BE 3000 P.S.I. MIN, FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND
FOOTINGS TO 2500 P.S.I. MIN,
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 30" MIN. LAP,
4. CONCRETE COVER OVER REINFORCING S1 EEL:
FOOTINGS 3"
BEAMS 1-112"
COLUMNS 1-1/2"
5. FILL (SOIL) SHALL 13E PLACED IN LIFTS NO I TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95%
MODIFIED PROCTOR DENSITY.
6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND
FORCES PER THE PLORIDA BUILDING CODE 2020 EDITION.
7. DOOR AN WINDOW ASSEMBLY COMPONEtTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE
FLORDA BUILDING CODE 2020 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
8. PRECAST/PRESTRESSED CONCRETE LINT":I,S TO HAVE 4" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR
ADDITIONAL INFORMATION,
9. MORTAR FOR MASONRY CONSTRUCTION S!1ALL CONFORM TO ARTICLES 2.1 AND 2,6 A OF TMS 602/ACI 530,0/ASCE6
% FOR METHOD OF ATTACHMENT OF DOORS AND WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT.
11. ALL LUMBER IN CONTACT WITH CONCRETES ;,11.L BE PRESSURE TREATED PER SECTION 2303.1.9.1 OF THE FLORIDA
BUILDING CODE.
*NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM
Z-MAX COATING OR BETTER.
AS -
vy
nc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
WWW.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2020
PROJECT
CLIENT
CONSULTANTS
REGISTRATION
93 : }^
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO. DATE REVISION
KEY PLAN
4,sy
I A. C
� T
SHEET TITLE / SHEET NUMBER
�1
PROJECT NUMBER ( -Z
DATE rr ba/ 2"
fir;
("100e'
15T-06f
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w uj t--'\
4 C IF-e. P., TZ: P L- I L-1. v--:
"I
10
Fr C-L
z
10 71-t
L5
47
EJ
P.
PA
z -
lb
�c a, e- ve,
vp—f
a 31 0
fAm t +
a'4't'fmf"r z
< ti
"p fit-LFg- Cat( -
k4,
�4\
DD
C-,- 7fev to k ftv'6jr-r--
Zvlrlfi�'?
fyute-i o)P—
N -0
t-J
SQUARE FOOTAGE
LIVINGS 1487 S.F.
PORCH 216 S.F.
ENTRY 60 S.F.
TOTA L. 1763 S.F.
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
WWW.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2020
IPROJECT
I
I CLIENT
CONSULTANTS
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO. DATE REVISION
KEY PLAN
"ANC5E
SHEET TITLE SHEET NUMBER
OF 4-
PROJECT NUMBER -Z Co'*+
DATE
ARCHITECT
C, taCS L_ EL
LINTEL SCHEDULE v
MANUFACTURER:
CAST-CRETE
LINTEL
NO.
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFEV
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
L1
2'10"
6113#
_
4460#
8F16/lT-lB
l2
3'-6"
6113#
3547#
8F16/ST_1_B
L 3
4'-0"
6113#
_
3079#
8_F_16/1T_-1B_
L 4
4'-6"
6113#
_
2724#
8F16/1T-1B
L 5
V-4"
5365#
2290#
81`16/1T-18
L6
51 0"
435 0
209311
�
8F 16 T-
1 16
L 7
6'-6"
34"
_7
____
1880#
_
8F16/1T-18
L 8
_
7'-6"
2661#
_—
1634#
-
8F16/lT-1B
L 9
9'-4"
1843#
ri m j _
v
113_3#
Z-kl FT
8F16/1T-1B
L10 _
10'-6"
1533#
1:&
914#
-ZZ,4;1q
_
8F16/1T-lB
ll_l
ll'-4"
1366#
798#
8F16/1T-lB
L 12
12'-0"
1254#
—
723#
8F16/lT-lB
L 13
13'-4'
6069-
- _
8F16/1T-18
L 14
14'-0"
_1075#
1002#
559#
9F16/lT-1B
_
L 15
14'-8"
1370#
519#-
8F16/1T-18
L16
15'-4" _
1250#
485#
81`16/1T-16
L17
17'-4"
950#
_
404tt
8F16/1T-18
L I8
19'-4"
750#
347#
SF16/iT-1B
L19 -
21'-4"
_
598#
306#
8F16/lT-lB
L 20 _
0"
550#
295#
- -
V8F16/1T-1B -
l21
_22'
24'-0"
450#
267#
8F16/IT-lB
-
RECESSED LINTELS_
MANUFACTURER:
_
CAST-CRETE
LINTEL
NO.
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
_RL-1
4'-4"
5206#
2635#
8F14/1T-18
RL-2
4'-6"
5206#
8F14/IT-18
RL-3
5'.8" _
4567#
_2.525#
1960#
8F14/1T-IB
RL-4
-
5'-10"
4242#
--
1900#
-�-
8F14/1T-18
RL-5
W-8"
312D#_
1651#
J
8F14/1T-18
RL-6
7'.6'
2459#
1462#
81`14/1T-16
RL-7
9'-S"
1568#
1135#
8F14/1T-1B
NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT.
APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE.
SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
(Z)Cou 0e_ 01h ccvti ' ll I
r,
t'.
all
#J VER-AtGFl(_. Zf 1, 4� �-,�=.1_llb
G)oxy
I
C
E#
I �•�,Jr � r
C
f
h
ROOF SHEATHING NAILING ZONE INFO.
ZONE P1 REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD,
ZONE P2 4' X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD,
ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD .
NOTES:
19/32" CDX PLYWOOD SHEATHING
25' — 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS.
UNDFRLAYMENT FELT SHALL BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM D226
NOTES:
ASPHALT SHINGLES SHALL COMPLY WITH ASTM D 3161 CLASS F, ASTM D 7158 CLASS H OR
TAS 107 AND SHALL HAVE FACTORY APPLIED SELFSEAL STRIPS OR BE INTERLOCKING.
'O7�
r
D
DOOR AND VVINI)OW BUCK FASTENING
1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C. WITH THE DOORS
AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A
MIN. OF 1-1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND
BEYOND THE INTERIOR FACE OF THE FRAME PER 2020 FLORIDA BUILDING CODE WITH
AMENDMENTS.
OPTIONAL
2 X BUCKS SHALL BE ATTACHED WITH'/o" X 3-1/4" TAPCONS AT 12" O.C. WITH DOORS
AND WINDOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT REVIEW
AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK. BUCK SHALL EXTEND
BEYOND THE INTERIOR FACE OF FRAME PER 2020 FLORIDA BUILDING CODE WITH
AMENDMENTS.
DRYWALL AND FURRING ATTACHMENT
P.T. I X 2 FURRING @, 16" O.C. FASTENED WITH I ''Y," CASE HARD NAILS @ 8" O.C.
!'z" DRYWAL.I., FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C.
PERIMETER AND 1.2" O.C. FIELD,
5/8" DRYWALL FASTENED TO PURRING WITFl 1 1/8" DRYWALL SCREWS @ 8" O.C.
PERIMETER AND 12" O.C. FIELD.
4 (,>T-
's. , J
I
EI l�tI Ir
�Il II r+
P_ DF E�'�-Pd�i
IIx
I LI
Cc l l E� r-TL- .E-P W/ Soo (f--
1,"4 �I,
I. ,�•' U i i_.1 G—+�� E� I ---a I-.l � L. �-•N E� LPL-+
@,F�t� Polr-1T"
I
11-i
L4 �zI 61 LID I L1,-�l L kr I of
K.4,'Z
TLlGGv III-+I�►-f.
���� FI � 'P
Gil--1G.
I W/ 6"X IJ, i,..t.M .
ar 11+�kyk
1 ' —
vo_r
lL �
Cal. kI
Sri; CC, n
F-_ T_
TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa
CLIMATE
FENESTRATION
SKYLIGHT! l
GLAZED
FENESTRATION
CEILING
WOOD
MASS
FLOOR
BASEMENT'
SLAB"
CRAWL
ZONE
U-FACTOR''
U-FACTOR
R-V AL.l1E
FRAME WALL_
WALL
WALL
R-VALUE
SPACE
'
SHGC,I'"
R-VALUE
iR-VALUE
R-VALUE
R•VAl UE
&DEPTH
WALL.
1
-- --
NP
0 75
026
1U
13
3rn
t:3
_
i
c)
ALUF
---
2
040
0 6
---
--- _25
38 _
_.�
13
IrC
13
0
o
_
0 35
St.
0 25
aft
_
7n of 13 r,5"
$.�13
-��� —
_ )__v_.
0
13
4 Gnept
Manna
0 IS
0 55
0 40
119
20 or 13-5"
81'13
19
10r1
10 7 t1
'1713
.i and
- ..__.
_ .... _
__—
.._._ _—
..
khrine d
032
0'"
NI2
44/
10 t1i 1 r(i�
1, '17
'ip.i
f
:`1I
10,2fl
r
1)19
032
0 i'
NH49
_
—
. -'—
9
10
15,11)
and'I
0 32 _
-_ . .
0 )5
_._
NR13,
—_
19
20 for 1 3 10'
1�)' 21
3S1°
1:i'19
u) ,i a
—,
NOTE:
STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM
C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS.
ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS, FASTENERS TO BE USED CAN BE 6D
COMMON OR ROOFING NAILS HAVING A MIN. 1-3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR
STAPLES W/ A MIN. %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD
FRAMING MEMBERS'/," MIN,
EOUNC""ATION SCHEDULE
S-1 4" (3000 PSI ) POURED CONCRETE SLAB WITH FIBERMESH
REINFORCING ON .006" V,�,POR BARRIER OVER CLEAN
COMPACTED TREATED FILL
S-2 4"+/- (3000 PSI ) POURED CONCRETE CAP WITH FIBERMESH
REINFORCING OVER EXISTING CONCRETE SLAB TO MATCH
EXISTING FINISH FLOOR ELEVATION.
F-1 12" X 12" THICKENED EDGE: WITH 1 # 5 BAR CONTINUOUS.
F-2 16" DEEP X 18" WIDE MONOLITHIC FOOTING WITH
3 # 5 BARS CONTINUOUS.
D-1 3 # 5 DOWELS DRILLED 6"' MIN. INTO EXISTING FOUNDATION
SET IN EPDXY AND TIED TO NEW FOOTING STEEL.
D-2 # S DOWELS DRILLED 6" MIN. INTO E<ISITING FOUNDATION
SET IN EPDXY @ 48" Q.C. TIED TO NEW FOOTING STEEL.
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
WWW.ARCHITECTONICINC.COM
STATE REG # AA2.6003348
COPYRIGHT 2020
1 PROJECT
CLIENT
CONSULTANTS
REGISTRATION
OF FLOc,
MICHAEL J. SEAL, AIA
AR96898
:VISIONS
NO. DATE REVISION
KEY PLAN
PROJECT NUMBEIR
DATE (, %t a i jz,, `� I
0r
ARCHITECT . ,.-. ...—w-..NM.,. ..._...w„_, .
'I Architectonic
nc
ELECTRICL LEGEND
SINGLE POLE SWITCH
$' THREE WAY SWITCH
' DUPLEX CONVENIENCE OUTLET
-- 220V OUTLET
MOTOR OUTLET
=�4 WALL MOUNT LTG. FIXTURE
GROUND GPI"I GROUND FAULT PROTECTION
PHONE OUTLET
J.B. FOR FAN/LIGHT COMBC,
CABLE TELEVISION OUTLET
WP WEATHER PROOF
RECESSED FIXTURE
CEILING MOUNT FIXTURE
5� SMOKE DETECTORS
DOORBELL
CHIMES
-'-
3 -.?, / o -r Hk•! tJ I
EL.r...C.T
ELECTRICAL LOAD CALCULATIONS
1487 SQ. FEET
3 VA 4461 VA
2 20 AMP APPLIANCE CIRCUITS
3000 VA
1 REFRIGERATOR
1200 VA
1 DISHWASHER
1200 VA
1 LAUNDRY
1500 VA
1 RANGE
12000 VA
1 DRYER
5000 VA
1 WATER HEATER
4500 VA
1 MISCELLANEOUS
5000 VA
TOTAL
37861 VA
FIRST 10 KVA@ 100%
10000 VA
REMAINDER @ 40%
11144 VA
AC / HEAT @ 100 %
12000 VA
TOTAL
33144 VA
139 AAAPS
PROVIDE 200 AMP SERVICE
PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THRUOUT
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
WWW.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2020
PROJECT
MARS RESIDENCE
FT. PIERCE, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
3
�`� •4S 7iCI ZOZ��
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO. DATE REVISION
KEY PLAN
SHEET TITLE / SHEET NUMBER
..y
OF
PROJECT NUMBER � -Z cow+
DATE