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Peter M.Wisniewski,Architect
2801 N. Highway A1A,Apt. A
Fort Pierce, FL 34949
RIECOw
February 14, 2017
FEB 16 2016
St. Lucie County Public works
Planning and Development Services St. Lucie county, FL
Building and Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL 34982
i
Re: Plan review fo 1702-02( 2
Alfred Copeland Couric, III
2711 N. Highway A1A,Apt.J
North Hutchinson Island, FL
Dear Building Department:
Comment#1:
Two water resistive barrier are required per FBL R703.6.3 between the 5/8" plywood and the
stucco.
Response#1:
Please see revised letter dated February 14, 2017
Comment#2:
Please provide the product approval (2 copies)for the required Mullion Tube for the installation
of the side by side PGT SH700 windows or revise the product review table to include the
Mullion Tube FBC 107.1.
Response#2:
Il_haue�attach4d 2 copies of the Product Approval for the Mullion Tube
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. r; Isn e ,ski;,Architect
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Peter M.Wisniewski,Architect
2801 N. Highway AIA,Apt. A
- Fort Pierce, FL 34949
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February 8, 2017
4:
St. Lucie County IAZI,
Planning and Develop m`etit Services
Building and Code Reg ulaon Division �-
2300 Virginia Avenue
Fort Pierce, FL 34982
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Re: Alred Copeland C�oUric, III
271�'V. Highway✓A1A,Apt.J
North;,WutchirY`s(on Island, FL
i.
Dear Building Department: 5 �
�F �Y�p�
Please be advised that the wall comp" sition at tl address referenced above will be 2 by 4
wood studs @ 24"o.c. with 5/8 CDX plywood with per back wire lathe and 5/8" brown coast
stucco and % inch finished stucc"With paint.
f� N�
Yours truly,
Peter�Wisni wski, chitect
FL#AR0012606- �r,
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EXISTING
METAL
' + ' ROOF
i
T� 1
EXISTING WOOD TRIM
f TO BE REMOVED
f _ I
f
d EXISTING STUCCO PATCH
i TO MATCH EXISTING
i
I
WEST ELEVATION 2ND FLOOR
(2 3650 S.H.
,EXISTING DECKTO BE
a5T FLOOR d ,� _ REMOVED
- -- i- EXISTING DOORS TO BE
REMOVED
i Jam_-' NEW 306 FIBERGLASS DOOR
3738S.H. INSTALL NEW LIGHT FIXTURE
PETER M.WISNIEWSKI,ARCHITECT, FL. LICENSE#AR0012606 OWNER: ALFRED C. COURIC III
2801 N-.,HIGHWAY A1A,APT:A 2711 N. HIGHWAY A1A,APT.J
FORT PIERCE, FL 34949- '_- FORT PIERCE, FL 34949
236-464-5665 DATE:_-February 8,2017
Certification for"Design Load Compliance
1. Design Code:Florida Residential code 2014 Edition w/20_supplements 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: Existins ft. Roof Pitch: Existins: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 Railings: 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 a
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 16-0714.06 SOLAR 6-1/2" MAX. FROM EACH CORNER,
HEAT WITH A 1-3/4"MIN. EMBEDMENT AND
GAIN 2-1/2" MIN. EDGE DISTANCE .
0.53
DOOR ZONE 4-47.9 /+50THERMA-TRU GLAZED FL15225R3 IMPACT %"TAPCONS @11.50 MAX O.C.WITH A
ZONE 5-57.5 CORP. FIBERGLASS 1-1/4"MIN EMBEDMENT AND 2"MIN
DISTRANCE TO EDGE -
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,
HIC RRIES IT OWN�'ENG EER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS ARCHITECT FOR THESE PRODUCTS.
EKE
P:ETE.R M.1 N WSKI °ARCHITECT, FL. LICENSE#AR0012606 OWNER: ALFRED C. COURIC-III
2901N. HIGHWAY.AIA,APT.A 2711 N. HIGHWAY AIA,APT.J
FORT,PIERCE, FL 34949
FORT PIERCE, FL 34949 t
236-464=5669 DATE.. February 8, 2017
NOTES:
STUCCO ON RIBLATH OR PAPER BACK SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTI'uI C-2063:
LATH SMALL 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
1 MEMBERS OR STAPLES W/A TONIN.%"CROWN ENGAGED NOT LESS THAN(3)STRANDS OF LATH AND MUST
4 PENETRATE THE WOOD FRAMING MEMBERS%"MIN.
STRAP STUD TO EX. FRAMING
ABOVE WITH SIMPSON LSTA 12
W/14-10d NAILS
, y of
' HEADER 2 X 6 W//2„ p BAIL NEW
�{ PLYWOOD SPACER GLUED �� t �
DEADER STUD
&NAILEDW/16d NAILS @ g ` TOGETHER
1 8”o.c.STAGGERED BOTH t [ W/16D NAILS
IDES. @8-O.C.STAG
/ t
2 X 4 STUDS AT 16"o/c 2"X4"STUDS
`l WIND®W
OPENING
SIMPSON GA-1 STUD TO
STRAP EACH STUD WITI { S { PLATE
H
SIMPSON SP4 WITH 6-
10d X 1%2" NAILS STRAP STUD TO EX.
2"X 4" PLATE ANCHORED WITH FRAMING BELOW WITH
3/8"X5 LAG BOLTS @24" o.c. MAX SIMPSON LSTA 12 W/14-
FOR SECOND FLOOR. 10d NAILS
2"X 4" P.T. PLATE ANCHORED WITH
3/8" RED HEAD WEDGE ANCHORS
INTO SLAB AT 24"o.c. FOR FIRST
FLOOR
PETER M.WISNIEWSKI,-,ARCHITECT, FL. LICENSE#AR0012606 OWNER: ALFRED C.COURIC III
2801 N. HIGHWAY AIA,APT.A 2711 N. HIGHWAY A1A,APT.J
FORT PIERCE, FL 3,4949 FORT PIERCE, FL 34949
239-464-5669 DATE: February-8,2017
PETER M.WISNIEWSKI,ARCHITECT, FL. LICENSE#AR0012606 OWNER: ALFRED COURIG
2801 N. HIGHWAY AIA,APT.A 2711 N. HIGHWAY AIA,APT.1
FORT PIERCE, FL 34949 FORT PIERCE, FL 34949
239-464-5669 .DATE: February8,2017
Y
5/8 CDX PLAYWOOD
�/SHEATHING, USE 8d. NAILS
I g@16"o.c. SIDE VIEW
ADD 1 STUD TO EXISTING 2 x 4 STUD WALL @ SIMPSON GA
I EXISTING 24"o.c. 1 STUD TO
2 16-d @EX. 2 X 4 PLATES TWO
SIMPSON GA 1 STUD TO PLATE
- „ STUDS @ BOTH SIDES
12 o.c. REMOVE DAMAGED TRUSS
li W JOIST 24" o.c. OF STUDS
EXISTING TRUSS JOIST $ P FORM NEW MEMBERS 2-2X10
TO REMAIN PLYWOOD SPACER I
'. ADD 12X4
STUD TO
EXISTING EXISTING
STUD WALL 2 X 4 PLATE
�•
2-16d NAILS NEW DBL 2 X 10 JOIST 16'LONG,
SECTION THRU JOIST THRU BOTTO HGUS210-2 JOIST HANGER
OF PLATE
2X4STUD v
GA 1 STUD TO PLATE STRAP STUDS TO EX. FRAMING BELOW WITH SIMPSON
a —2 X 4 PLATE LSTA 12 W/14-10d NAILS
s.
2 2 X 10 WITH%" PLYWOOD
SPACER GLUED&,NAILED CALCS:
g W/16d NAILS @ 8"o.c. JOIST Ln= 16'22*= DL 40= LL
- i
STAGGERED BOTH SIDES M=3968'sq SM req =34.0' in cu
0 = 192/360=.53
JOIST DETAIL I 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