HomeMy WebLinkAboutConstruction Plans011YAC
S.R. NORTH A1A
Line of Wall
Below
2707 C
Screen Porch I Screen Porch
2707 B
CODE
ST. 0
NORTH
JAN 2 3 2020
S-r. Lucie County, Permitting
BOCC
j(' OW
FOR
.IANCE
)UNT�Y_��-
�zM
File Copy
CORAL COVE BEACH - SECTION ONE BLK 7 N 16.66 FT OF S 94.09
FT OF LOT 7 AND E 10 FT OF VAC ALLEY ADJ ON W (AT 2707-C)
ASPHALT PARKING 2 SPACES PER UNIT
A
PETER M. WISMIEW91% ARCHITECT, FL. LICENSE #AR0012606 OWNER: Thomas F. Connolly
2801 N. HIGHWAY\A1A, APT. A 2707 N. HIGHWAY AIA, APT. C
Hutchinson Island, FL 34949 Hutchinson Island, FL 34949
239-464-5669 DATE: January 22, 2020
REVIEWED FOR
CODE COMPLIANCE
JCIE COUNTY
E9rs`SPIPMetal Roof
File Copy
Existing Facia
New Impact Energy
Coated Windows
New Stucco
Existing Screen Room
Approximate Finished
Grade
West Elevation
/ Existing 8" Block
.� / Existing Wood Studs
(2) 3050
Certification for Design load Compliance
1. Design Code: Florida Residential code 2017 61h Edition using ASCE 7-10
2. Structure Design is: X Enclosed _ Partially Enclosed _ Open Building
3. Risk Category: _I X II _III _IV Exposure Category _B X C _D Adjustment coefficient 11_21
4. Design Wind Velocity 165 mph _ASD _LRFD End Zone Width 3'-6" ft.
5. Mean Roof Height: Existin¢ ft. Roof Pitch: Existine:12 Parapet: ft.
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 30' MRH (Worst Case)
Zone 1: N/A Zone 2: N/A Zone 3: N A Zone 4: 61.7 Zone S: -74.1 Garage: N/A
7. Design Loads: Floor Exist PSF Roof/Dead: Exist PSF Roof/Live: Exist PSF Balcony: _PSF
Dock:_PSF Deck:—PSF Stairs:—PSF Fence:—PSF Railings: _PSF
B. Were Shear Walls Considered for Structure? _ Yes X No Not applicable Explain Why Not: Existing
9. Is a Continuous Load Path Provided? Yes Not Applicable Explain Why
10. Design Soil Bearing Pressure: N/A PSF Soil boring Test required: _Yes X No(based upon section 1803.2
exception)
PRODUCT REVIEW
PRODUCT
OPENING DESIGN
PRODUCT
MANUFACTURER
MODEL #
APPROVALS
GLASS
ATTACHMENT METHOD
PRESSURES
DESIGN
TYPE
(WORST CASE)
PRESSURES
WINDOW
ZONE 4— 56.5
+64.0/-80
PGT INDUSTRIES
SH700
NOA#
IMPACT
Y4" ULTRACON @17-3/8"MAX. AND
ZONE 5 — 64.5
With
16-0714.06
SOLAR
6-1/2" MAX. FROM EACH CORNER,
Mullion
HEAT
WITH A 1-3/4" MIN. EMBEDMENT AND
Tube
GAIN
2-1/2" MIN. EDGE DISTANCE
FBC107.1
0.53
THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR To STRUCTURE.
THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PRO 1'dEQ1Y. .WE MANUFACTURER,
WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS ARCHITEMgATCSE PRODUCTS.
W 0 R9
V'goloo 0 m 0CD m
_Ann' I A h h f 1 0® r_®
PETER M.-WISNIEWSKI, ARCHITECT, FL. LICENSE #AR0012606
2801 N. HIGHWAY A1A, APT. A
Hutchinson Island, FL 34949
236-464-5669 DATE: January 22, 2020
2707 N.,,QI AY A1A, APT. C
Hutchinson Is and, FL 34949
Note:
Existing 2" x 4" wood studs @24"/o.c. with 5/8" CDX Plywood with 15# Felt, aOd.PapeR,B. j d MR
Lath and 5/8" Brown Coat Stucco and X" Finish Coat and Paint. 1 DE COMPLIANCE
bl
1 5/8 CDX Plywood Sheathing, ST. LAI EV000NTY
i S use 8d. Ring Shank Nails BOCC
1� @6" o.c. Second Floor West
ADD 1 STUD
EXISTING
2 16-d @
12" o.c.
EXISTING TRUSS JOIST
TO REMAIN 1
Existing Stud Wall
EXISTING 2 x 4 STUD WALL @
24" o.c.
SIMPSON GA 1 STUD TO PLATE
REMOVE DAMAGED TRUSS
FORM NEW MEMBERS 2-2X10
W PLYWOOD SPACER
ADD 12X
STUD TO
EXISTING
2 X 4 PLATE
2-16d NAILS
SECTION THRU BEAM THRU BOTTOI
OF PLATE/
2X4STUD
GA 1 STUD TO PLATE
�2 X 4 PLATE
2 2 X 10 WITH %" PLYWOOD
SPACER GLUED & NAILED
W/16d NAILS @ 8" o.c.
STAGGERED BOTH SIDES
BEAM DETAIL
FSgss®appy
1 STUD TO
EX. 2 X 4 PLATES TWO
STUDS @ BOTH SIDES
24"•o.c. OFISTUDS
NEW DBL 2 x 10 JOIST 16' LONG
HGUS210-1 JOIST HANGER
SECOND FLOOR ONLY
STRAP STUDS TO EX. FRAMING BELOW WITH SIMPSON
LSTA 12 W/14-10d NAILS
CALCS:
JOIST Ln =16' 22* = DL 40 = LL
M=3968'sq SM feq =34.0' in cu
Q= 192/360 = .53
1 req = 195.5"sq
DBL 2 x 10 = SM=48.8 in cu
DBL 2 x10 = SM=48.8 in cu 1=232" sq
OK
PETER M °WIS1NIEWSKI, ARCHITECT, FL. LICENSE #AR0012606 OWNER: Thomas F. Connolly
2801 N. HIGHWAY AlA, APT. A 2707 N. HIGHWAY A1A, APT. C
Hutchinson Island, FL 34949 Hutchinson Island, FL 34949
239-464-5669 DATE: January 22, 2020
NOTES:
STUCCO ON RIBLATH OR PAPER BACK 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. %" PENETRATION INTO HORIZONTAL FRAMING
MEMBERS OR STAPLES W/A MIN. %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST
PENETRATE THE WOOD FRAMING MEMBERS %" MIN.
C
2 X 4 STUDS AT 16" o/c \,
STRAP EACH STUD WITH
SIMPSON SP4 WITH 6-
10d X 1'/:" NAILS
STRAP STUD TO EX. FRAMING
ABOVE WITH SIMPSON LSTA 12
W/14-10d NAILS
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
ROCC
2X6W/%"OOD
SPACER GLUED
rHE&R
LEDW/16d NAILS @
STAGGERED BOTH
1.
.
2" X 4" STUDS
N
0
t
2" X 4" PLATE ANCHORED WITH
3/8"X5 LAG BOLTS @24" o.c. MAX
FOR SECOND FLOOR.
File Copy
NAIL NEW
HEADERSTUD
TOGETHER
W/16D NAILS
@8"O.C. STAG
'INDOW
PENING
SIMPSON GA-1 STUD TO
PLATE
STRAP STUD TO EX.
FRAMING BELOW WITH
SIMPSON LSTA 12 W/14-
10d NAILS
PETER M. WISNIEWSKI, ARCHITECT, FL. LICENSE #AR0012606 OWNER: Thomas F. Connolly
2801 N. HIGHWAY A3A, APT. A 2707 N. HIGHWAY AIA, APT. C
Hutchinson Island, FL 34949 Hutchinson Island, FL 34949
239-464-5669 DATE: January 22, 2020