HomeMy WebLinkAboutEngineering S. R. North Al A `��
RECEIVED
JAN 1-.9 7021 REVIEWED FOR
CODE COMPLIANCE
Permitting Department T�/
St, Lude County j T. G!IIE COON 1 i
U,C NORTH
_ ! LINE OF WALL
r BELOW
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2707 E _
2707 G 2707 F — —
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ROOF
LINE OF WALL
BELOW 111,11e keu
DECK -- °�
j ROOF PATIO
BELOW
CORAL COVE BEACH-SECTION ONE-BLK 7 N 16.66 FTOF S44.07 FT OF
LOT 6 AND E 1OFT OF VAC ALLEY ADJ ON W (APT 2707 F)
PARKING SPACES PER UNIT
PETER M.WI WSKI.ARCHITECT, FL. LICENSE#AR0012606 OWNER: Scott M.and Melody D Benham
2801 N:HIGHWAY A1A,APT.A 2707 N. HIGHWAY A1A,APT. F
Hutchinson Island, FL 34949 Hutchinson Island, FL 34949
239-464-5669 DATE:January 19,2021
Existing Metal Roof
Existing Gutter
Existing Facia
(' New Impact Energy
(►' Coated Windows
New Stucco
I r Existing Leader
Existing Window To Remain
Existing Door To Remain
i
jApproximate Finished Grade
East Elevation
(2) 3 050 Existing 8" Block
Existing Wood Studs
Second Floor Plan New Impact Energy
Coated Windows
� s
r
PETER_ M.W NI SKI,ARCHITECT, FL. LICENSE#AR0012606 OWNER: Scott M.and Melody D Benham
i
2801 N. HIGHWAY-AIA,APT.A 2707 N. HIGHWAY AIA,APT. F
Hutchinson Island, FL 34949 Hutchinson Island, FL 34949
239-464-5669 DATE: January 19,2021
Certification for Design Load Compliance ,
1. Design Code: Florida Residential code 2017 6ch 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:,Existins 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- 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
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 S000 NOA#' IMPACT %". 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 ., 24/2" 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.
9
PETER M., I NIEWSKI,ARCHITECT, FL. LICENSE#AR0012606 - . .OWNER: Scott M.and Melody D. Benham
2801 N. HIGHWAY A1A,.APT_.-A• 2707 N. HIGHWAY A1A,APT. F "
Hutchinson Island�FL`34949 Hutchinson Island, FL 349,49
236-464-5669 DATE:January 19,2021
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.
i 5/8 CDX PLAYWOOD SIDE VIEW
i SHEATHING, USE 8d. NAILS
} I @16"o.c. Second Floor East
ADD 1 STUD TO EXISTING 2 x 4 STUD WALL @ SIMPSON GA
EXISTING 24"o.c. 1 STUD TO
2 16-d @ SIMPSON GA 1 STUD TO PLATE EX. ,2 X 4 PLATES TWO
} STUDS @ BOTH SIDES
12„o.c. REMOVE DAMAGED TRUSS' 24"o.c. OF STUDS
JOIST
FORM NEW MEMBERS 2-2X10 �,
EXISTING TRUSS JOIST
TO REMAINt PLYWOOD SPACER I
ADD12X4
STUD TO
EXISTING i t. L
Existing Stud Wall 2 X 4 PLATE i- - r - h
2-16d NAILS NEW DBL 2 x 10 JOIST 16'LONG
SECTION THRU BEAM THRU BOTTO HGUS210-1 JOIST HANGER
OF PLATE SECOND FLOOR ONLY
a�2X4STUD
GA 1 STUD TO PLATE STRAP STUDS TO.EX. FRAMING BELOW WITH SIMPSON
'#-2 X 4 PLATE LSTA 12 W/14-10d NAILS
2 2 X 10 WITH%" PLYWOOD
SPACER GLUED& NAILED CALCS:-
W/16d NAILS @ 8" o.c. -JOIST Ln= 16'22*= DL 40= LL
' V STAGGERED BOTH SIDES M=3968'sq SM req =34.0' in cu`
Q = 192/360= .53
BEAM DETAIL I req =195:5"sq
DBL 2 x 10=SM=48.8 in cu
DBL 2 x10 =SM=48.8 in du 1=232" sq
OK
PETER M.W11 S141IEWSKI,ARCHITECT,FL. LICENSE#AR0012606 OWNER: Scott M.and Melody D. Benham
2801 N. HIGHWAY A1A,APT.A 2707 N. HIGHWAY A1A,APT. F
Hutchinson Island,FL 34949 Hutchinson Island,FL 34949
239-246-,5669,..DATE:January 19,2021
NOTES:
STUCCO ON RIBLATH OR PAPER BACK SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER AST 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.W 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 W MIN.
{
STRAP STUD TO EX. FRAMING
ABOVE WITH SIMPSON LSTA 12
W/14-10d NAILS
HEADER 2 X 6 W/%Z" NAIL NEW
PLYWOOD SPACER GLUED HEADER STUD
&NAILEDW/16d NAILS @ k
TOGETHER
i
8"ox.STAGGERED BOTH � W/16D NAILS
}i IDES. @8"O.C.STAG
2 X 4 STUDS AT 16"o/c 2"X 4"STUDS WINDOW
s. 1 OPENING
f k
j
SIMPSON GA-1 STUD TO
STRAP EACH STUD WITH
j PLATE
SIMPSON SP4 WITH 6-
10d X 1%" NAILS / STRAP STUD TO EX.
2"X 4" PLATE ANCHORED WITH FRAMING BELOW WITH
3/8"X5 LAG BOLTS @24" ox. MAX SIMPSON LSTA 12 W/14-
FOR SECOND FLOOR. 10d NAILS
f R•
PETER M.WIiqIE1WKI,ARCH ITEC'T—',-ff LICENSE#AR0012606 OWNER: Scott M.and Melody D. Benham
2801 N.HIGHWAY A1A,APT.A 2707 N.HIGHWAY A1A,APT.F
Hutchinson Island,FL 34949 Hutchinson Island, FL 34949
239-246-5669 DATE:January 19,2021