HomeMy WebLinkAboutFloor PlanPlanning & Development Services Deparhnent
{c1 tP Building & Code Regulations Division
I y " 2 3 00 Vi rginia Avenue, Fort Pi erce, FL 3 4 98 2 - (7 7 2) 4 62 -1553
Certification for Design load Compliance
., Project Name: MELISSA2 -
Project Address: TBD -
PermitH: Occupancy Type: - R Construction Type: V
INSTRUCTIONS FOR USE:
• This certification mustbe completed, signed, and sealed by the design prolessional of record.
• Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following:
0 New Residences (single or multi -family)
o Residential Addition - -
o Any accessory structure ( equiring a building permit _
o Any non-residential structure.
' Note: Form not required for interior renovations provided that no exterior structural elements are affected and
certain minor building permits at the discretion of the local building official. Contact die 9 above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that aooly)
1. DESIGN CODE: Florida Building Code 20207th Edition with 20 _Supplements using ASCE 7-16
2. Structure Designed as (check one): X Enclosed Partially Enclosed Open .
3-Risk Category: I X ll lil IV Exposure Category: X B C_D -
4. Design Wind Velocity 160 mph 124 ASO N/A LRFDEnd Zone Width: 5 ft
5. Mean Roof Height: 15 h Roof Pitch: 6 :12 Parapet: _N/A It
6. Components & Gadding Design Pressures Used: (PSF, based on losgtt @ 1S'MRH, clearly label on all plan openings):
16.0 16.0 16.0 27.6 27-6 26.9
Zane l: _ Zone 3c Zane 4: Zone s: 25.3 Zone Z: -44.0 _65.1 _30.0 _37.0 Garage: _35.6
7. Design Loads: Floor: N/A PSF Roof/Dead: 7 PSF Roof/live: 20 Balcony:_ N/A PSF
Dock: N/A PSF Deck: N/A P5F Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED
R. Were Shear Walls Considered For Structure? X Yes Not Applicable Explain Why Not:
9.1 s A Continuous Load Path Provided? X yesNot Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT•
I certify that, to the best o(my knowledge and belief, the attached plans & specifications have been designed to
comply with the applicable structural portions of tie building codes currently adopted and enforced by St. Lucie
County. i also certify that sir uctur at elements depicted on these plans provide adequate resistance to U)e design
forces specified: -
Paul Welch P.E. 29945 / 5135
Print Name Cert If & Co. Cerl Auth.
Paul Welch Inc.
ON PLAN 5/20/21
Signature, Date, and Seal 1984 S.W. Biltmore St. Suite 11114 Port St. Lucie, FL -
Company Name & Address
SLU_UV Vann a 02U-12 ltevised 3/1 !)/12 t)1) -
Building Department Product Approval Submittal Affidavit
Permit 11 I building Address: ON PLANS Contractor: ON PLANS
pen ng Schedule: Swing doors, Ov—erhead Doors, Sliding Doors, Fixed ass, n ows S g is
Opening ID
FL It or NOA It
Product
Model 0
Manufacturer I
Glass
Attachment Method Type, Size, Spacing &
Building
Product
Description
Embedment (DISTANCE FROM CORNER /
Design
Design
DISTANCE O.C.)
Pressure
Pressure
1, 2, 3, & 4
FLU
17499.1
SM, WINDOW
185 SH
MI WONOWS &
IMPACT .
1/4" X 1114" MIN EMBD. TAPCONS @ 211/16" O.C.
SEE ELEV.
•t/- 55
DOORS
g
FLit 20468.5
S.C. DOOR
vJ/StDEtI7E
SMOOTII5TAR
TNERMA 7RU
t �I a r
1/4l'X 11/2" MIN. EMBED TAPCONS @ 6"Awt
SEE ELEV.
•t-/- 50
O.C. MAX
�I F-^,,:-)Eg0
���
Se.e�
t%,(% %HIV lP
(2 12ow") 11,1 rtx
6
l a c I "tea ( !'l�
i Pocs Cz.
IMPACT
�M IF,D `Tc'S �, "/ 16,, 6.c. -
�
SEE ELEV.
a '
7
FLif 16546, 5
OHD
N73
CLOPAY BLDG
N/A
1/4"X 11/2" MIN, EMBED TAPCONS @ 3"FROM
PRODUCTS
ENDS AND 11/2" O.C. MAXO.C. MAX.
SCE ELEV.
+36 42
Attachment Method:
Bldg.
Product
PRODUCT
MODEL It
MANUFACTUER
Type, Size, Spacing, Embedment, Stiffner, Etc.
Design
Design
Pressure
Pressure
MULLIONS
NOA If20-0814.10
LAWSON INDUSTRIES INC.
- _
2" X 2"X 1/8" ALUM. ANGLE TO MULL W/ (2)- #14
_
Vertical Mullions
�"--~`'-'
SMS 5/16" TAPCON 13/4" EMBED INTO CONC. r
SEE ELEV'
ROO
f"1� 27W �i , I
� ���
Q/Aft,
•��� i la'Gi�4 t�j�t_ou�
_(�, �
- 7 i
-ems s �/ _
2F I G? l �dstixy
UNDERLAYMEtd
1 [� �
T1 ( I FIV— 7
r� Gw
E' V L V J# I .ylv,
L, L -r1ZA
In r� t)
E'6 F� 6�;
i��.
Hurricane
Panels
I have revlewM the above product approval Information and approve It.
Name: Paul Wt1ch P.E. Certification Number: 29945
_
Option #1
Installation
Max. Design Pressure:
-219 psf
Clip Anchor Spacing:
4" From Ends, 12" Max. O.C.
Min Panel Fasteners:
#10x1" Pandip Fasteners
2 Per Clip
Panel Seam Sealant:
Continuous bead of Bostik 915 on
both sides of seam
at slopes < 2"l12" onl
Panels are Seamed to 900
LINTEL SCHEDULE
LTt1ttEL LENGTH/TYPE SAFE APPLIED SAFE APPLIED COMPOSITE
ND. GRAVITY GRAVITY UPLIFT UPLIFT BEAM
LOAD LOAD LOAD LOAD
L-1
17'4' 208" PRESTRESSED
1326
200
520
100
SF20 iB-IT
L-2
5'-10" 70" RECESSED
4242
908
1900
312
8RF13 IB-IT
L 3
5'-10" 70" U LINTELS
2622
N/A
1492
NIA
8F12 IB-IT
L4
4'-6" 54" U-LINTELS
6133
1050
2724
942
8F16 1B-IT
L'S
4'4' • 52" RECESSED
5206
200
2365
100
8RFI3 ID -IT
L-6
T-6" 90" U-LINTELS
2661
1630
1634
1300
8F16 IB-IT
1-7
T-10" 34" U LINTELS
3480
200
1880
100
8F16 1B-1 T
L-8
5'-10" 70" U LINTELS
4360
423
2093
375
8F16 I11-1T
119
9'-4" 112" U-LINTELS
1843
200
1133
100
8F16 1B-IT
L- OctEItf,1-
I<: t 14 t t`.�` w�
t {
fo C7
T
6 i, E � - F �'
NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN
NOTE; PROVIDE "CASTCRETE" PRE -CAST CONCREE LINTEL AS NOTED ON PLANS.
6IZ rC4Lr,L _—
II IL��,G�tl ,
.I'Y)I ICGL' G
�_ II 1 �51I _ II — i_ II II _ II 2i
Pf U, - a/ -CH INC.
M1 ECI--ELECT-CIVIL ENG,
)S iIC3SI. k11 FLOR PLAN
Q 4 POR' SAINT
I UC•IC , FL 34984,
PAULW1 LCH P.E.
FLA REG N10.29-9-15
JAN 1 'l
t,
NOTES:
1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES.
3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
SCALED DIMENSIONS.
4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE
(FBC) 2020, FBC 2020 RESIDENTIAL, FBC 2020 PLUMBING CODE, FBC 2020
MECHANICAL CODE, FBC 2020 ENERGY CONSERVATION, AND THE NEC (NFPA
70) 2017 EDITION.
5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY
HEAVY TERMITE INFESTATION AREA PER FRC 301.
6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.C.
2020 FOR EXISTING BUILDINGS.
DOOR/WI1NDOW SCHEDULE
1 (37 4" W Y 63" II) (D13L) SII25 WINDOW
2 (37 4 W X 63" 11) S:I 25 WINDOW
3 (37 311 Vt' X 38 If) SI123 �AVIINDOW
Gi (2714" W )� 26" I) SHIA2 WINDOW
5 3080 S.C. DOOR W/ (I) 12" SIDELITE
6 8"3° SLIDE CLASS DOOR
7 1.08" OVERHEAD GARAGE DOOR
A 2'8° SOLID CORE 20 MIN IT IRE RATED DOOR.
I3 2g8° I .C. I1N,rERIOR DOOR
C 2V II.C. INTERIOR DOOR
D 2'8" IINTERIOR DOOR
E 6°80 BI-I+OLD DOOM.
E 2"8" II.C. SWING DOOTI
G 3-(8" CASED OPENING
I -I 3°80 CASED OPENING
J- 2'8° II.C. INTERIOR DOOR (SWING)
TABULATIONS
LIVING:
2,148 SOFT
COV. PORCH:
2�12 SQFT
ENTRY:
139 SQFT
GARAGE:
512 SQFT
TOTAL:
3,011 SQFT
PAUL WELCH INC.
NILCI-IANICAL I LECTIUCIL CIVIL rNG1N 1 RING
f984 S.W. f3a1 TIMOP;T Sd'- SU TE ttIIJ
St. Lucio (;011iay
PORT S T. D 11CII3; FT, 34984 Permitting
�S"Y- �r..r:en�/rerl t;.+.�v,;gufiw •u.na'.^as�i.u.icss:
SHEE
9
FFM ��FVMI0N1
LFFf �LFVMON
2" X 4" DIAGONAL BRACING AT RIDGE WITH (3)
16d NAILS EACH END (TYPICAL)
i
i
I
,
i
[INv00 U! 1/l�`JJ t k_I1wr/mvr
i
BOSTON HIP DETAIL
NO SCALE
-ROOFING / UNDERLAYMENT /SHEATHING
PER TYPICAL WALL SECTION
-2"X 4" LADDER FRAMING AT 12" INCHES O.C.
-SOFFIT PER PLAN
-ALUMINUM DRIP EDGE OVER 1" X 2" P.T.
-2"X 6" PRE -PRIMED SPRUCE FASCIA
-TRUSS BY TRUSS COMPANY
STUCCO / WIRELATH / VAPOR BARRIER / SHEATHING
PER STRUCTURAL NOTE # 13, SHEETA100
METAL FLASHING
ROOFING / UNDERLAYMENT/SHEATHING
PER TYPICAL WALL SECTION
NOTE:
TRUSS TO WALL OR BEAM PER
TRUSS CONNECTOR SCHEDULE
5CN..r i' l - I' —01 I
10' -8" for OF Gikpc_
91_411 r,0.13, li-I
0, r0l I ff'F.
_)—
I ; , (D
R
10 11 ( 3�
.�
PL, N
li
ELEVATION
ROOF SHEATHING NAILING ZONE
(TYPICAL GENERIC ROOF PLAN) A = 4 FEET
ROOF 5BJEATFJNG ATTACHMENT REQUIREMENTS
ZONE 1: NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD
ZONE 2E & 2R: NAILS AT 4" O.C. PERIMETER AND 4" O.C. FIELD
ZONE 3: NAILS AT 4" O,C PERIMETER AND 4" O.C. FIELD
NOTE: ROOF SHEATHING SHALL BE 19/32" CDX PLYWOOD SHEATHING
FASTENED TO ROOF FRAMING WITH 8D RINGSHANK NAILS (PER FBCR 803.2.3.1)
SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE.
M6WF�FVMION
TYPICAL 1-10 KING JACK CONNECTION
MAX LOAD: `5 psg'Roof Load, 175 mph, A)CE
710, b"p. 13, C up to 60' atli&am Roof dr eighl and
E,.p®SLre D LIP to 30' Mean Roof Heighi.
Attach Ding Jack vv/ (3) 1Sd '
Toe Nails @ TC & BC s`
Attach End ck's
W/ (4) 16d Toe I ails a� TC
& (3) 16d Toe ails @ BC
4 c7
Attach Corgi
nei Jack's
t
z,
W/ (2) 16d To Nails
CD
@ TC & BC ( pical)
.<
r
.y
•4•
:IX
k . u
ova . a
5C/'Y F I I - 1, _O„
CALCULATE ATTIC VENTII,AT:ION
CEILING =
3011 SQ. FT.
3011 /150 = 20.1 REQUIRED VENTILATION
236 L.F. OF 6X 18 " VENTS a 48 "-0.C. _
@ 44.25 SF / 2 Q
= 22.1 SF AVAILABLE FOR
22.1 SQ. FT. > 20 S iCROSS VI NTTLATION
SQ-FTI VENTILATION O.K. ._,3 4
t.. — cn
PROVIDE 6" X 1.8" SOFFIT VENTS @ 48" O.C.
LJ. J N
u
p
" FgvI+
L.L
Faq v)
uj
Ln
ow')
Pr
- - GP +- 35.3 -
41 _ e
5C&
a _
SHEET NUMBER
Pf1UJ `" F_ s CH INC. Or-
MECH-ELECT-CIVIL ENG, PAU L WELCH INC. qECEIVED
1984 BILT 10RE ST. #114 MT' CI-IANICAL ELECTRICAL CIVIL ENGINEERING
PORT SAINT LUCIE, FL 349,54 1984 S.W. BILTNMORE ST. SUITE #11',4�N 2 2022
PAUL WELCH P.E.
FLA REG NO.204r OR . ,
CI n ., , �,,, T S 4°8
uc
F I UC[C, I' �L
3 St. Q•erHiA�
f i; t
WALL FINISH / INSULATION NOTES
1) INTERIOR TO BE 2" DRYWALL FINISH.
2) ALL INTERIOR GYPSUM BOARD TO BE MIN. 2" THICK WITH (13 GAGE, 1 3"
LONG, 64" HEAD; 0.098" DIAMETER, 14" LONG, ANNULAR -RINGED; 5D
COOLER NAIL, 0.086" DIAMETER, 15" LONG, "" HEAD; OR GYPSUM BOARD
64
NAIL, 0.086" DIAMETER, 1 8" LONG, 32" HEAD) SPACED AT 7" O.C. FOR NAILS
AND 12" O.C. FOR SCREWS.
3) WALLS AT SHOWER TO BE TILE PROVIDE CEMENT, FIBER -CEMENT OR GLASS
MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR
C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS'
RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER
AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2).
4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF
NOT GREATER THAN 450.
5) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD
CLASSIFICATION OF NOT GREATER THAN 200.
6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL
HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE
CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO
THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL
COMPLY WITH SECTION FRC316.
7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL
CONFORM TO ASTM C 36, C 79, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C
1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN
ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE
INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557
8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS
OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING
ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL
SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25
WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450
WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
ENERGY CONSERVATION NOTES
1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2020
ENERGY CONSERVATION RESIDENTIAL.
2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIONED SPACED TO
UNCONDITIONED SPACES SHALL BE WEATHERSTRIPED AND INSULATED TO
A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING
SURFACES, A WOOD FRAMES OR EQUIVALENT BAFFLE OR RETAINER IS
REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT
LOOSE FILL FROM SPILLING INTO THE LIVING SPACE.
3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR
LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH
R402.4.4.
4) THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH
R402.4.1.2.
;5) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR
INFILTRATION RATE OF NO MORE THAN 0.3 CTM PER SQUARE FT, AND
SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MUST BE
TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3.
f) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY
CARD IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION R401.3.
STRUCTURAL NOTES
1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-16.
2) SOIL BEARING CAPACITY: 2500 PSF (MIN.).
3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND
COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI
COMPRESSIVE STRENGTH AT 28 DAYS.
4) SLA_R / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI. COMPRESSIVE
STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS.
5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTINGS: 3" BEAMS: 11" SUSPENDED SLABS: 12"
6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETER EXCEPT AS
NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS.
7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE
PRESSURE, TREATED.
8) SPLITTING OR CRACKING OR STRUCTURAL COMPONENTS DUET 0
INSTALLATION OF HARDWARE IS NOT PERMITTED.
9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE
SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD
PRACTICES.
10) UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH 8d RING -
SHANK NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD.
11) UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD
SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER
NAILS 6" O.C. EDGES AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL
SCREWS 1.5" LONG AND 0.131 DIA.
12) LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECESSED LINTELS
SHALL HAVE 8' BEARING.
13) PROVIDE #5 CORNER BARS W/ 30" MIN. LAP SPLICES FOR BOND BEAM.
14) STUCCO CEILINGS AND SOFFIT NOTE: EXTERIOR CEILING AND SOFFIT TO BE
STUCCO OVER WIRELATH W/ 11 GA. 2" NAILS W/ 8" 0 HEAD @ 6" O.C. OVER
g" METAL RIB LATH @ 6" O.C. W/ (2 LAYERS OF 15# FELT OVER EACH
FRAMING MEMBER).
R606.2.1 CONCRETE MASONRY UNITS
CONCRETE MASONRY UNITS SHALL CONFORM TO THE FOLLOWING STANDARDS: ASTMI C55 FOR
CONCRETE BRICK; ASTM C73 FOR CALCIUM SILICATE FACE BRICK; ASTM C90 FOR LOAD -BEARING
CONCRETE MASONRY UNITS; ASTM C744 FOR PREFACED CONCRETE AND CALCIUM SILICATE
MASONRY UNITS; OR ASTM C1634 FOR CONCRETE FACING BRICK.
R606.2.7 MORTAR
EXCEPT FOR MORTARS LISTED IN SECTIONS R606.2.8, R606.2.9 AND R606.2.10, MORTAR FOR USE IN
MASONRY CONSTRUCTION SHALL MEET THE PROPORTION SPECIFICATIONS OF TABLE R606.2.7 OR
OR THE PROPERTY SPECIFICATIONS OF ASTM C270. THE TYPE OF MORTAR SHALL BE IN ACCORDANCE
WITH SECTIONS R606.2.7.1,R606.2.7.2AND R606.2.7.3
R606.2.11 GROUT
GROUT SHALL CONSIST OF CEMENTITIOUS MATERIAL AND AGGREGATE IN ACCORDANCE WITH ASTM
C476 OR THE PROPORTION SPECIFICATIONS OF TABLE R606.2.11. TYPE M OR TYPE S NM1ORTAR TO
WHICH SUFFICIENT WATER HAS BEEN ADDED TO PRODUCE POURING CONSISTENCY §HALL PERMITTED
TO BE USED AS GROUT.
r,-rl Irrn Cnr-k%I< I)r--►'/III
I" X I" �M61) rc5
@ 2411 O,C. VFFf.
@ TO 05 WA115
PROVIDE 6" X 18" SOFFIT VENTS @ 48"
STUCCO OVER WIRELATH W/ 11 GA 2"
NAILS W/ $" 0 HEAD @ 6" O.C. OVER
$" METAL RIB LATH @ 6" O.C. W/ (2
LAYERS) OF 15# FELT OVER WD
FRAMING MEMBER (TRUS( TAILS).
Nr5.,.
WOt"i0M COW 0r
1PU55
"I Pry\A/A,L (W&L5
MP CLG)
2 X 4 " TOP FLAB Op
I ? V 5 All mrf&
I?LINNPI?
2 X 4 WOOL? 5rUP5 @ 24"
O.C.
OF, I zlI X �l MFM,
%LV5 @ 21'' O,C,
2" 17pymu [30TH
51P�5 (5ff WALL FINI9-1
NOIE5 POP WALL5
APJACFNT TO 5HOMP,
AW 'CUW)
2 X 4 F,1-. WOOF WOf.
FLA>f
OP I I' I X 5 2'' Mr r&
FIUNN�p W/ 9pCON5
@ 2411 O.C.
CONCI?Ft r0opl
TWCAL INV,10F NOi -XJ I WALL PST&
DRYWALL (CEILING)
(1 ROW)
8"X8" CONTINUOUS CONCRETE
BEAM BLOCK W/(1) - #5 BAR IN
(3000 PSI) CONIC. FILLED EACH CELL
8" PRECASS LINTEL W/(1) - #5 BAR
IN (3000 PSI) CONCRETE FILLED CELL
AT ALL DOOR OPENINGS AND
WINDOW OPENINGS (SEE LINTEL
SCH. FOR, MORE INFORMATION)
ROUGH BLOCK
CONC.CURB
STUCCO CEILING PER STRUCT.
NOTE# 14
SIMPSON CONN PER SCHEDULE
TYPICAL COLUMN 5FCfION (FN�Y)
OVER PEEL N STICK
UNDERLAYMENT PER FBCR 905.1.1.3
OVER 19/32" CDX
PLYWOOD SHEATHING
WITH 8D RING -SHANK PER ROOF NAILING
DETAIL
PRE-ENGINEERED WOOD TRUSSES
@ 24" O.C. (MAX SPACING)
"SIMPSON" STRAP PER TRUSS
CONNECTOR SCH.
METAL FLASHING (DRIP EDGE)
1 X 6 CEDAR FASCIA OVER
2 X 4 WOOD SUB -FASCIA
STUCCO SOFFIT PER DETAIL
#5 REBAR W/ 90 DEGREE HOOK
8"X8"X16" CONCRETE BLOCK
(MASONRY)
#5 VERT. REBAR IN (3000 PSI)
CONCRETE FILLED CELL
(SEE PLAN FOR LOCATIONS)
STUCCO FINISH
- #5 REBAR W/30" MIN. LAP SPLICE
- FINISH GRADE
II
(2500 PSI) CONC. FOUNDATION
SEE PLAN FOR SIZES AND
SPECIFICATIONS
TYFCAL WALL 5F CT I 0 N (I GAFAG F) N r5, ,
SEE TYPICAL WALL SECTION FOR
ADDITIONAL INFORMATION
PRE-ENGINEERED V�OQD TRUSSES
@ 24" O.C. (MAX SPACING)
SIMPSON MTS 16 PER
CONNECTOR SCH.
GIRDER BY TRUSS CO.
#5 REBAR W/ 90 DEGREE HOOK
8" X 16" CMU COLUMN WITH
(2) - #5 BARS VERT. FILL-ED WITH
(3000 PSI) CONCRETE,
CORNER COLUMNS ,ARLE
8" X 8" X 16" CMU COLUMN WITH
(3) - #5 BARS VERT. FILL-ED WITH
(3000 PSI) CONCRETE
STUCCO FINISH
#5 REBAR W/30" MIN.. LAP SPLICE
FINISH GRADE
(2500 PSI) CONC. FOUNDATION
SEE PLAN FOR SIZES AND
SPECIFICATIONS
Ni5.,,
B-19 INSULATION
2" DRYWAI (CEILING) -
(1 ROW)
8"X8" CONTINUOUS) CONCRETE
BEAM BLOCKW/(1) -#5 BAR IN
(3000 PSI) CONC. FILLED EACH CELL
8" PRECAS LINTEL W/(1) - 45 BAR
IN (3000 PSI) CONCRETE-- FILLED CELL
AT ALL DOOR OPENINGS AND
WINDOW OPENINGS ((7EE LINTEL
SCH. FOR MG' INFORMATION)
DR'(WALL (WALL)
1X2 FIRRING '';" OR 24" O.C.
F1 FC11 INSULATION
STUCCO CEILING PER STRUCT.
NOTE# 14
(1 ROW)
8"X8" CONTINUOUS CONCRETE
BEAM BLOCK W/(1) -#5 BAR IN
(3000 PSI) CONC. FILLED EACH CELL
8" PRECAS LINTEL W/(1) - #5 BAR
IN (3000 PSI) CONCRETE FILLED CELL
(SEE LINTEL FOR MORE INFORMATION)
01 —ol l
SEE TYPICAL WALL SECTION FOR
ADDITIONAL INFORMATION
PRE-ENGINEERED WOOD TRUSSES
@ 24" O.C. (MAX SPACING)
"SIMPSON" STRAP PER TRUSS
CONNECTOR SCH.
#5 REBAR W/ 90 DEGREE HOOK
8" X 16" CMU COLUMN WITH
(2) - #5 BARS VERT. FILLED WITH
(3000 PSI) CONCRETE,
CORNER COLUMNS ARE
8" X 8" X 16" CMU COLUMN WITH
(3) - #5 BARS VERT. FILLED WITH
(3000 PSI) CONCRETE
STUCCO FINISH
#5 REBAR W/30" MIN. LAP SPLICE
FINISH GRADE
(2500 PSI) CONC. FOUNDATION
SEE PLAN FOR SIZES AND
SPECIFICATIONS
TYPICAL COLUMN 5�CVON (COV, POPCH)
fTI CAI, WA, L 5� CT" O N
PAUt-WELCH INC.
MECH-ELECT-CIVIL ENG.
1984 BILTfL ORE ST. #114
PORT SAINT LUCIE, FL 34984
PAUL 1hIELCi I P.E.
FLA PEG N0.2c945
C
M-rL f?(bF' OVER PEEL N STICK
UNDERLAYMENT PER FBCR 905.1.1.3
O',/,ER 19/32" CDX
PLYWOOD SHEATHING
WITH 8D RING -SHANK PER ROOF
NAILING DETAIL
PRE-ENGINEERED WOOD TRUSSES
@ 24" O.C. (MAX SPACING)
"SIMPSON" STRAP PER TRUSS
CONNECTOR SCH.
METAL FLASHING (DRIP EDGE)
1 X 6 CEDAR FASCIA OVER
2 X 4 WOOD SUB -FASCIA
STUCCO SOFFIT PER DETAIL
#5 REBAR W/ 90 DEGREE HOOK
8"X8"X16" CONCRETE BLOCK
(MASONRY)
#5 VERT. REBAR IN (3000 PSI)
CONCRETE FILLED CELL
(SEE PLAN FOR LOCATIONS)
STUCCO FINISH
#5 REBAR W/30" MIN. LAP SPLICE
FINISH GRADE
(2500 PSI) CONC, FOUNDATION
SEE PLAN FOR SIZES AND
SPECIFICATIONS
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SHEET NUMBER
PALT WELCH INC. OF
MECHANICAL ELECTRICAL CIVIL ENGINEERING _' r
1984 S.W. Bit.,TNAORE ST. STJITE 9114
PORT ST. LUCI_E, FL 34Perm
954 S4. Coon
Permitting