HomeMy WebLinkAboutSITE PLANS. R. NORTH A1A
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2707 J 27071 VtEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
� NORTH BOCC
SITE PLAN A PORTION OF SECTION ONE BLOCK 7 PARTS OF LOT 5 AND 6 AND 10' ON
J ALLEY WEST SIDE
ASPHALT PARKING 2 SPACES PER UNIT
PETER M. WI NIE1i{/SKI, ARCHITECT, FL. LICENSE #AR0012606 OWNER: Stephen Younge and Paula Mahone
2801 N. HIG AY AlA, APT. A 2707 N. HIGHWAY A1A, APT. J
Hutchinson Island, FL 34949 Hutchinson Island, FL 34949
239-464-5669 DATE: March 26, 2019
East Elevation
(2) 3050
/ Second Floor Plan
PETER M. W15141�1 5&1, ARCHITECT, FL. LICENSE #AR0012606
2801 N. HIGHWAY A1A, APT. A
Hutchinson Island, FL 34949
239-464-5669 DATE: March 26, 2019
Existing Metal Roof
Existing Gutter
Existing Facia
New Impact Energy
Coated Windows
New Stucco
Existing Leader
Existing Window To Remain
Existing Door To Remain
Approximate Finished Grade
Existing 8" Block
Existing Wood Studs
New Impact Energy
Coated Windows
OWNER: Stephen Younge and Paula Mahone
2707 N. HIGHWAY A1A, APT. J
Hutchinson Island, FL 34949
Note:
Existing 2" x 4" wood studs @24"/o.c. with 5/8" CDX Plywood with 15# Felt and Paper Backed Wire
Lath and 5/8" Brown Coat Stucco and %" Finish Coat and Paint.
ADD 1 STUD
EXISTING
2 16-d @
12" o.c.
EXISTING TRUSS JOIST r
TO REMAIN
Existing Stud Wall
5/8 CDX Plywood Sheathing,
S use 8d. Ring Shank Nails
@6" o.c.
EXISTING 2 x 4 STUD WALL @
24" o.c.
SIMPSON GA 1 STUD TO PLATE
REMOVE DAMAGED TRUSS
/JOIST
FORM NEW MEMBERS 2-2X10
W PLYWOOD SPACER
ADD 12X4
STUD TO
EXISTING
2 X 4 PLATE
2-16d NAILS
SECTION THRU BEAM THRU BOTTor
OF PLATE/
i 2X4STUD
GA 1 STUD TO PLATE
-2 X 4 PLATE
2 2 X 10 WITH 34" PLYWOOD
SPACER GLUED & NAILED
W/16d NAILS @ 8" o.c.
STAGGERED BOTH SIDES
BEAM DETAIL
SIDE VIEW
Second Floor East
SIMPSON GA
1 STUD TO
EX. 2 X 4 PLATES TWO
STUDS @ BOTH SIDES
24"-o.c. OF?STUDS
NEW DBL 2 x 10 JOIST 16' LONG
HGUS210-1 JOIST HANGER
SECOND FLOOR ONLY
STRAP STUDSTO EX. FRAMING BELOW WITH SIMPSON
LSTA 12 W/14-10d NAILS
CALLS:
JOIST Ln =16' 22* = DL 40 = LL
M=3968'sq SM f,Q =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. WIS IEWSKI, ARCHITECT, FL. LICENSE #AR0012606 OWNER: Stephen Younge and Paula Mahone
2801 N. HIGH AY AIA, APT. A 2707 N. HIGHWAY AIA, APT. J
Hutchinson Island, FL 34949 Hutchinson Island, FL 34949
239-464-5669 DATE: March 26, 2019
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.
2 X 4 STUDS AT 16" o/c
STRAP EACH STUD WITH
SIMPSON SP4 WITH 6-
10d X 1 Y2" NAILS
n
STRAP STUD TO EX. FRAMING
ABOVE WITH SIMPSON LSTA 12
W/14-10d NAILS
HEADER 2 X 6 WI %-
PLYWOOD SPACER GLUED
& NAILEDW/16d NAILS @
j 8" o.c. STAGGERED BOTH d
IDES.
�eeee
2" X 4" STUDS /
QQQq
N
0
k
C32
" X 4" PLATE ANCHORED WITH
/8"X5 LAG BOLTS @24" o.c. MAX
FOR SECOND FLOOR.
NAIL NEW
HEADERSTUD
TOGETHER
W/16D NAILS
@8"O.C. STAG
IINDOW
PENING
SIMPSON GA-1 STUD TO
--PLATE
STRAP STUD TO EX.
FRAMING BELOW WITH
SIMPSON LSTA 12 W/14-
10d NAILS
PETER M. (h/1YNItWKI, ARCHITECT, FL. LICENSE #AR0012606 OWNER: Stephen Younge and Paula Mahone
2801 N. HIGHWAY A1A, APT. A 2707 N. HIGHWAY A1A, APT. J
Hutchinson Island, FL 34949 Hutchinson Island, FL 34949
239-464-5669 DATE: March 26, 2019
Certification for Design Load Compliance
1. Design Code: Florida Residential code 2017 6" 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 _XB C _D Adjustment coefficient 1121
4. Design Wind Velocity 165 mph _ASD _LRFD End Zone Width 33=6" ft.
S. Mean Roof Height: Existing ft. Roof Pitch: Existing: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 5: -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 Rallings: _PSF
8. 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
'/<" ULTRACON @37-3/8"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 THIS STRUCTURE.
THE ACCEPTANCE OF THESE 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 ARCHITECT FOR THESE PRODUCTS.
N
PETER M. WISNIVWSKI, ARCHITECT, FL. LICENSE #AR0012606
2801 N. HIGHWAY AIA, APT. A
Hutchinson Island, FL34949
236-464-5669 DATE: March 26, 2019
OWNER: Stephen Younge and Paula Mahone,
2707 N. HIGHWAY AIA, APT. J
Hutchinson Island, FL 34949