HomeMy WebLinkAboutEngineering REPAIR OF TOWNHOUSE
2703 N. HIGHWAY A1A, Unit-E FILE COPY
HUTCHINSON ISLAND, FL 34949 REVIEWED FOR
FOR DAVID NICHAEL HAGGARD CODE COMPLIANCE
and MARIA SOLE DAD CASTELLANO ST.GLUsCIE COUNTY �OCC
2101 Brickell Av- Apt 1201 Z 4 &9 !_ 7 6
Miami, FL 33129-2114
PROJECT DESCRIPTION:
REPAIR EXTERIOR WALL OF TOWNHOUSE FOR SECOND FLOOR, REPLACE WINDOW WITH
IMPACT RESISTANT WINDOW, REPLACE DAMAGED STUDS, SHEATHING, AND STUCCO
FINISH; AND REPLACE DAMAGED FLOOR JOIST, SUB FLOOR AND FLOORING.
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Certification for Design Load Compliance
1. Design Code:Florida Residential code 2020 7th 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 X_B C_D Adjustment coefficient 11_21
4. Design Wind Velocity 165 mph _ASD _LRFD End Zone Width 33=6"ft.
5. 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 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
20. 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 +70/-70 PSF Shwinco Series 9000 NOA# IMPACT 3/16" ITW TAPCON @ 11"O.C.AND
ZONE 5-64.5 Architectural Single Hung FL8153.1 UV=.45 3"MAX FROM EACH CORNER
Products LLC (HVHZ) SHGC= WITH A 1.1/4"MIN.EMBEDMENT AND
.50 3•"MIN.EDGE DISTANCE
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.
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LEGAL DESCRIPTION:
CORAL COVE BEACH SECTION ONE--BLK 7, N 16.66 FT OF S
30.24 FT OF LOT 8 AND EAST 10 FT OF VAC ALLEY ADJOINED
ON WEST (APT ,270-37E). PUBLIC RECORDS OF ST LUCIE
COUNTY ?FLQRIDAY
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FILE C® Y
REVIEWED FOR
CODE COMPLIAN E
ST. LUCIE COUNTY B CC
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Existing Metal Roof
Existing Gutter
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Existing Facia
New Impact Energy
Coated Windows
• New Stucco
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Existing Leader
Existing Window To Remain
Existing Door To Remain
Approximate Finished Grade
East Elevation
(2) 3050 Existing 8"Block
Existing Wood Studs
Second Floor Plan New Impact Energy
Coated Windows
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ooe °try ELEVATION &
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PLAN 1-20-22
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- CODE COMPLIANCE . FILE COPS'
' ST. LUCIE COUNTY SOCK
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.
5/8 CDX PLAYWOOD SIDE VIEW
%SHEATHING, USE 8d. NAILS
O.C. Second Floor East
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ADD 1 STUD TOE I a EXISTING 2 x 4 STUD WALL @ SIMPSON GA
EXISTING If � 24"ox. 1 STUD TO
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2 16-d @ # SIMPSON GA 1 STUD TO PLATE EX. 2 X 4 PLATES TWO
„ ,� t STUDS @ BOTH SIDES
12 o.c. st z REMOVE DAMAGED TRUSS 24"o.c. OF STUDS
JOIST
��` FORM NEW MEMBERS 2-2X10
EXISTING TRUSS JOIST z 1r.I: ' I
+ PLYWOOD SPACER ; I
TO REMAIN
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EXISTING i i L ;''•
Existing Stud Wall 2 X 4 PLATE I -- - --='j
2-16d NAILS NEW DBL 2 x 10 JOIST 16'LONG
SECTION THRU BEAM THRU BOTTO HGUS210-1 JOIST HANGER
OF PLAT SECOND FLOOR ONLY
� �2X4STUD �
EGA 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 3/" PLYWOOD
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s W/16d NAILS @ 8"o.c. JOIST Ln=16'22- =DL 40=LL
STAGGERED BOTH SIDES M=3968'sq SM req =34.0' in cu
ff
A = 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 cu 1=232" sq
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NOTES:
STUCCO ON RIBLATH OR PAPER BACK SHALL BE ATTACHED TOHORIZONTAL FRAMING AS PER AST"C-2063:
LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSICI RESISTANT MATERIALS.
ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6"O.C.ALONG SUPPORTS.FASTENERS TO BE USED CAN
3E 6D COMMON OR ROOFING NAILS HAVING A MIN.4"PENETRATION II1UO HORIZONTAL FRAMING
MEMBERS OR STAPLES W/A MIN.'/"CROWN EI GAGED NOT LESS THAN(3)STRANDS OF LATH AND MUST
PENETRATE THE WOOD FRAM. HNG MEMBERS Va"MIN.
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY BO
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STRAP STUD TO EX. FRAMING &LINTEL
ABOVE WITH SIMPSON LSTA 12
f W/14-10d NAILS
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HEADER 2 X 6 W/%" NAIL NEW
PLYWOOD SPACER GLUED HEADERS—IUD
&NAILEDW/16d NAILS @ TOGETHER
8"o.c.STAGGERED BOTHlhf
/!6D NAILS
IDES. @8"O.C.STAG
2 X 4 STUDS AT 16"o/c 2"X 4"STUDS
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OPit�iNG
SIMPSON GA-1 STUD TO
STRAP EACH STUD WITH 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"o.c. MAX. SIMPSON LSTA 12 W/14-
FOR SECOND FLOOR. 10d NAILS
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2 -E Drawing Title; Proj. No. Drawing No.
ATWOOD 22-007
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