707 SELVA LAKES CIR - CONVERT PORCH DRAWINGSCONCRETE POURED OVER
EXISTING SLAB, APPLY CONCRETE
BONDING AGENT OVER EXISTING
SLAB. CONCRETE OVER POUR
MINIMUM THICKNESS IS 3"
#3 CONTINUOUS
#3x8"x6" DOWEL BAR
EPDXIED 6" @ 32" O.C.
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COLD JOINT
INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS
HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF
DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR
STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY
VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR
SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING
BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR
DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR
ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY
DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING
CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY
BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL
DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING
CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
DESIGN CODE:
2017 FLORIDA BUILDING CODE - EXISTING
WORK CLASSIFICATION - ALTERNATE LEVEL II
DESIGN LOADS: ACTUAL AND UNIFORM
ROOF
LOADING (cd=1.25)
TOP CHORD LIVE LOAD 20 psf
TOP CHORD DEAD LOAD 15 psf
DEFLECTION CRITERIA:
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180
GENERAL NOTES:
MEANS AND METHODS:
THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,
TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS
PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS.
LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES:
THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE NEW EXTERIOR WALLS AT THE
SUNROOM AS SHOWN IN THE THESE PLANS, ITEMS NOT DESIGNED INCLUDE WATER/WEATHERPROOFING AND
ARCHITECTURAL EMBELLISHMENTS NOT SPECIFICALLY INDICATED (EYEBROWS, CORNICE, CORNICE RETURNS, PROJECTIONS,
ETC) AND ANY OTHER ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM.
WALL SHEATHING SPECIFICATIONS:
MIN. 7/16 ", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED W/ 8D @ 6" O.C. EDGE AND 6" O.C. FIELD.
SHEATHING SHALL OVER LAP FLOOR SYSTEM 16" MIN AND EXTEND TO THE UPPER TOP PLATE. PROVIDE BLOCKING AT
PANEL JOINTS.
WIND LOADING:
ASCE 7/10
BASIC WIND SPEED (ASCE 7-10) -------------- 130
IMPORTANCE FACTOR — — — — — — — — — — — — — — — — — — — — — — 1.00
MEAN ROOF HEIGHT -----------------------20.0 FT
BUILDING CATEGORY ----------------------- II
EXPOSURE CATEGORY — — — — — — — — — — — — — — — — — — — — — — B
ENCLOSURE CLASSIFICATION _---------------- ENCLOSED
INTERNAL PRESSURE COEFFICIENT ----------_--- ± .18
COMPONENTS & CLADDING
ALLOWABLE DESIGN PRESSURES
TRIBUTARY
AREA (sf)
INTERIOR
EDGE STRIP (PSF):
ZONE (PSF)
'a' = 4'-6"
10
+18.2 —19.8
+18.2 —24.4
50
+16.3 —17.9
+16.3 —20.6
100
+15.5 —17.0
+15.5 —19.0
EXISTING
SLAB ON
GRADE
TO REMAIN AS IS
REAR WALL FRAMING ELEVATION
SCALE: 3/4" = 1'-0"
TO
VS OF
O.C.
EXISTING POST
NEW (2)2x4 SPF#2
STUDS w/3 -0.131x3
TOENAILS TOP AND
BOTTOM
TREADED ROD
MIN
T 48" 0. C. &
11, r r 1111 r —' OF CORNERS
AND PLATE BREAKS
REVIEW ED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ALD1TFONAL
REQUIREME-NTS AND CONDITIONS
REVIEWED BY: 9 DATE:
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Christopher J Sabourin PE
FL PE#71461
PLAN NAME
707 SELVA LAKES CIR
DATE
09.21.18
SSE No.
QU I K-18-0136
ISSUE DATE
PERMIT 09.21.18
REVISIONS DATE
FIELD ALTERATION
CHRISTOPHER SABOURIN PE PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS. ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY CHRISTOPHER
SABOURIN MAY RESULT IN ADDITIONAL
ENGINEERING OR INSPECTION FEES.
SCALING
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS. IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
DESIGN
CRITERIA
FOUNDATION
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FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS. ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY CHRISTOPHER
SABOURIN MAY RESULT IN ADDITIONAL
ENGINEERING OR INSPECTION FEES.
SCALING
DO NOT SCALE DIMENSIONS FROM
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ANGEL E. GUERRERO
(904) 755-3051
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) ALL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED,
i 3) ALL WALL THICKNESSES ARE NOMINAL 2x4=4R,
2x6=6" 2x8=883,ETC.
14) TIME SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE
TO BE FIELD DETERMINED BY OTHERS.
IS) ALL PLATE AND CEILING HEIGHTS ARE TAKEN FROM
(TOP CSF) HOUSE SLAB/BLOCK.
6) DOORS AND WINDOWS TO REMAIN THE SAME,
7) ALL ANGLES ARE 45' UNLESS OTHERWISE NOTED.
') ALL. INTERIOR AND EXTERIOR FLOOR & STEP FINISHES
SHALL. HAVE A NON SLIP FINISH TO MEET ASTM
C1 G S STATIC COEFFICIENT OF FRICTION MIN. OF O.£.
9) ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR
EARTH SHALL BE PRESSURE TREATED APPROPRIATELY.
11 0) SOME EXISTING DOORS AND WINDOWS TO REMAIN
11) DOORS ,AND WINDOWS INSTALLATION SEE DETAILS ON A-2 I
12) FOR DOOM AND WINDOW SCHEDULE SEE A—O
13) DIMENSIONS MA`s® VARY SLIGHTLY DUE TO FIELD
I
MODIFICATIONS AND ADJUSTMENTS
14) FOR FLASHING AND WINDOW INSTALLATION SEE A®-2
1 5) THIS IS A CONCEPTUAL.. ARCHITECTURAL_ DRAWINGS AND
THIS DESIGN NEEDS ENGINEERING PLANS.
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2x6=6" 2x8=883,ETC.
14) TIME SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE
TO BE FIELD DETERMINED BY OTHERS.
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(TOP CSF) HOUSE SLAB/BLOCK.
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7) ALL ANGLES ARE 45' UNLESS OTHERWISE NOTED.
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SHALL. HAVE A NON SLIP FINISH TO MEET ASTM
C1 G S STATIC COEFFICIENT OF FRICTION MIN. OF O.£.
9) ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR
EARTH SHALL BE PRESSURE TREATED APPROPRIATELY.
11 0) SOME EXISTING DOORS AND WINDOWS TO REMAIN
11) DOORS ,AND WINDOWS INSTALLATION SEE DETAILS ON A-2 I
12) FOR DOOM AND WINDOW SCHEDULE SEE A—O
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ADDRESS
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LVA LASES CIR
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ADDRESS
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