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SOUTH SECTION LINE OF SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST
LEGAL DESCRIPTION SAID LOT 223 OF WHITE CITY BEING OTHERWISE
THE EAST 97.23 FEET OF THE WEST 122.23 FEET OF DESCRIBE AS THE SW 1/4 OF THE SE 1/4 OF THE SE
1/4 OF SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40
THE NORTH 115 FEET OF OUTLOT 223 OF SHEEN'S MAP' EAST, ST: LUCIE COUNTY, FLORIDA. SAID PROPERTY
OF WHITE CITY, ACCORDING TO THE PLAT THEREOF, AS BEING OTHERWISE DESCRIBED AS LOT 1, BLOCK 3,
RECORDED IN PLAT BOOK 1, PAGE 23, OF THE PUBLIC BROOM—TIOGA SUBDIVISION. AN UNRECORDED PLATTED
RECORDS OF ST. LUCIE COUNTY, FLORIDA. SUBDIVISION OF LOTS 222 AND 223 OF WHITE CITY.
8) (LINE OF OCCUPATION) IS THE LOCATION .OF PROPERTY LINES BASED ON FOUND
MONUMENTATION.. THIS MONUMENTATION DIFFERS FROM THE BREAKDOWN OF THE SECTION AND
FOUND MONUMNETATION SOUTH OF CORAL'STREET.
9) ALL LINES SHOWN INTERSECTING A CURVE ARE RADIAL TO THAT CURVE UNLESS DESIGNATED
AS NON -RADIAL (NR).
FND 5/8" IR 10) LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHT-OF-WAYS,
SEC COR RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH INFORMATION SHOULD BE
OBTAINED AND CONFIRMED BY .OTHERS THROUGH APPROPRIATE TITLE VERIFICATION.
! (HELD) 11) DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A FLOOD DESIGNATIONS "X" BY
— THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP
NO-1 J S CIE I TT EFFECTIVE DATE OF FEBRUARY 16, 2012.
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MICHAEL T. OWEN PROFESSIONAL SURVEYOR AND MAP -PET _ SIGNATURE DATE:
FLORIDA REGISTRATION #5556
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DRAWN BY: FS
CHECKED BY: IVTO
PROJECT.17.367
DATE: 111512018
LAYOUT: SHEET 1
SHEET
I OF 1
Site Address: 1124 CORAL STParcel
ID: 3403— 502— 0255— 000— 9
Sec/Town/Range: 09/36S/40E
Map ID: 34/09S Use Type: 0100
Zoning: RS-3
Jurisdiction: Saint Lucie County
Ownership
Varn Groves Inc
1808 Hazelwood DR
Fort Pierce, FL 34982
Legal Description
WHITE CITY S/D 09 36 40 E 97.23
FT OF W 122.23 FT OF N 115 FT
OFLOT 223 (0.26 AC) (MAP 34/09S)
(OR 3801-151)
12"X12" CONCRETE
Total Areas PERIMETER FOOTING- (3) SIDES
W/(2) #5 REBAR CONT.
SEE DETAILS
Finished/Under Air (SF): 1,077
Gross Area (SF): 1,625
Land Size (acres): 0.26
Land Size (SF): 11,325.6
THESE PLANS Alt'D ALL PROPOSED Yt;ORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY EE NECESSARY IN ORDER TO
QoMp6Y WITH AU ApPLICAELE CODES.
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PROJECT DESIGN DATA
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JURISDICTION
Saint Lucie County
CODE
FBC 2017, 6th Edition
PROJECT NAME
Suzanne Varn
PRO_JE_CTADDR__E_SS_
1124 Coral Sl,
Fort Pierce, FL 34982
ARCHITECT/ENGINEER
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.: DATE
GENERAL NOTES
1 �
A. DESIGN CRITERIA
1.0 REFERENCED STANDARDS
1.1 FLORIDA BUILDING CODE, 6TH EDITION (2017)
1.2 ASCE 7-10
1.3 ASTM SPECIFICATIONS FOR CONCRETE
1.4 ACI 318-LATEST EDITION FOR STRUCTURAL CONCRETE
1.5 ADM 2015
1.6 AA ASM35, AA ADM 1
2.0 DESIGN LOADS
2.1 DEAD LOADS: MEMBER SELF -WEIGHT
2.2 LIVE LOADS: 300 LB VERT. LOAD ON PRIMARY MEMBERS
200 LB VERT LOAD ON PURLINS
2.3 DESIGN WIND SPEED PER F.B.C., CH. 16 LATEST EDITION
Vult: 150 M.P.H.
Vasd: 116 M.P.H.
2.4 RISK CATEGORY: 1
2.5 EXPOSURE CATEGORY: B
2.6 BUILDING TYPE: PARTIALLY ENCLOSED GCpi = +/- .55
2.7 SOLID ROOF COMPONENT & CLADDING DESIGN PRESSURES (asd):
ZONE 1: +16.5 / -29.8 PSF
ZONE 2: +16.5 / -38.0 PSF.
ZONE 3: +16.5 / -45.2 PSF
2.8 WIND LOADS PER F.B.C. TABLE 2002.4 (MWFRS)
FOR 20x2OxO.O13" MESH SCREEN:
HOR PRESSURE ON WINDWARD SURFACES: 31 PSF
HOR PRESSURE ON LEEWARD SURFACES: 22 PSF
VERT PRESSURE ON SCREEN SURFACES: 09 PSF
VERT PRESSURE ON SOLID SURFACES: 25 PSF
2.9 FOR 18x14x0.013" MESH SCREEN, APPLIED FACTOR: .88
2.10 FACTOR APPLIED TO ALLOWABLE STRESS DESIGN
PRESSURES: .6
B. RESPONSIBILITIES
1.0 A LICENSED CONTRACTOR SHALL
PERFORM ALL SITE WORK IN ACCORDANCE WITH APPLICABLE
BUILDING CODES, LOCAL ORDINANCES, ETC.
2.0 CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISITNG
FIELD CONDITIONS AND DIMENSIONS PRIOR TO
COMMENCEMENT OF DEMOLITION, CONSTRUCTION AND/OR
FABRICATION. THE CONTRACTOR SHALL VERIFY THAT THE HOST
STRUCTURE/FOUNDATION IS IN GOOD CONDITION WITH
SUFFICIENT STRENGTH TO SUPPORT PROPOSED STRUCTURE.
THE ENGINEER OF RECORD IS TO BE CONTACTED IN WRITING
FOR CLARIFICATION IF DISCREPANCIES ARISE.
3.0 THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND
METHODS ASSOCIATED WITH WORK TO BE COMPLETED. THIS IS
TO INCLUDE ALL SHORING AND/OR BRACING REQUIRED FOR
COMPLETION OF PROJECT.
4.0 THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF
COMPONENTS, FIXTURES, OPENINGS, AND LANDSCAPING ON
THE SITE WHICH ARE NOT INCLUDED WITHIN THE SCOPE OF
THIS PROJECT. IF DAMAGE OCCURS TO ITEMS NOT INCLUDED
WITHIN THE SCOPE OF THIS PROJECT, THE CONTRACTOR IS
RESPONSIBLE FOR RETURNING THAT ITEM TO ITS PREDAMAGE
CONDITION.
5.0 THESE DRAWINGS AND DETAILS HAVE BEEN PREPARED AND
ENGINEERED BASED ON INFORMATION PROVIDED BY THE
CONTRACTOR AND/OR MANUFACTURER. CONTRACTOR SHALL
NOTIFY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION
IF SPECIAL SITE CONDITIONS ARISE FOR THE FOUNDATION OR
HOST STRUCTURE.
C. MATERIALS
1.0 CONCRETE / FOUNDATION
1.1 SOIL
1.1.1 MIN. ALLOWABLE SOIL BEARING PRESSURE: 1500 PSF
1. 1.2 PRIOR TO CONCRETE PLACEMENT, TREAT ENTIRE
SUBSURFACE FOR TERMITES IN ACCORDANCE WITH
F.B.C. REQUIREMENTS FOR SUNROOMS. NOT REQUIRED
FOR EXTERIOR SCREENED ENCLOSURES.
1.1.3 CONCRETE PLACED OVER A POLY VAPOR SHIELD WHERE
APPLICABLE.
1.2 CONCRETE
1.2.1 ALL CONCRETE SHALL BE 3000 PSI MINIMUM.
1.2.2 CONCRETE SHALL CONFORM TO ASTM C94 FOR:
1.2.2.1 PORTLAND CEMENT, TYPE 1 - ASTM C150
1.2.2.2 3/4" AGGREGATE MAXIMUM - ASTM C33
1.2.2.3 AIR ENTRAINING, +/- 1 % - ASTM C260
1.2.2.4 WATER REDUCING AGENT - ASTM C494
1.2.2.5 CLEAN POTABLE WATER
1.2.2.6 OTHER ADMIXTURES SHALL NOT BE PERMITTED
1.2.3 ALL SLABS ON GRADE SHALL BE 4" THICK MINIMUM
1.3 REINFORCEMENT
1.3.1 FIBERMESH (3/4" PER CU. YD.) MAY BE USED IN LIEU OF
WELDED WIRE MESH IF APPROPRIATE ACI AND ASTM
REQUIREMENTS ARE MET.
1.3.2 METAL WELDED WIRE MESH (WWM) SHALL CONFORM
TO ASTM A185.
13.3 STEEL REINFORCEMENT SHALL BE ASTM A615 GRADE 60
WITH Fy = 60 KSI (U.O.N.)
1.4 PREPARE AND PLACE CONCRETE IN ACCORDANCE WITH ACI
MANUAL STANDARD PRACTICE PARTS 1,2 & 3 ALONG WITH
HOT WEATHER CONDITION RECOMMENDATIONS.
1.5 IF UTILIZING AN EXISTING SLAB/FOOTING, CONCRETE SLAB
SHALL BE A MINIMUM OF 4" THICK AND VISIBLY FREE OF
DETERIORATION, SPALLING OR EXCESSIVE CRACKING.
CONTRACTOR TO VERIFY THAT EXISTING FOOTING IS A
MINIMUM OF 12" WIDE AND 8" DEEP BELOW EXISTING SLAB.
IF NOT, SEE FOOTING DETAILS FOR FOOTING DESIGN
MINIMUM REQUIREMENTS.
2.0 ALUMINUM
2.1 ALL STRUCTURAL ALUMINUM SHALL BE MIN:
2.1.1 EXTRUSIONS: 6005 T5 ALLOY
2.1.2 TUBES: 6063 T6 ALLOY
2.2 STRUCTURAL ALUMINUM DESIGN SHALL CONFORM TO
"PART 1-A - SPECIFICATIONS FOR ALUMINUM STRUCTURES -
ALLOWABLE STRESS DESIGN" OR "PART 1-B - SPECIFICATIONS
FOR ALUMINUM STRUCTURES - BUILDING LOAD AND
RESISTANCE FACTOR DESIGN" OF THE LATEST ALUMINUM
DESIGN MANUAL.
2.3 PROVIDE DIELECTRIC SEPARATION WHERE ALUMINUM COMES
IN CONTACT WITH STEEL OR PRESSURE TREATED LUMBER
2.4 ACTUAL WALL THICKNESS OF EXTRUDED ALUMINUM
MEMBERS SHALL NOT BE LESS THAN 0.040 INCH
2.5 SELF -MATING BEAM SECTIONS TO BE STITCHED WITH #12 SMS
SPACED AT 6" ON -CENTER FROM THE ENDS AND 24"
ON -CENTER THROUGHOUT THE REMAINDER.
2.6 MINIMUM THICKNESS FOR FORMED SHEET ALUMINUM
STRUCTURAL WALL PANELS (KICK -PLATES) SHALL BE 0.024".
2.7 18x14x0.013" MESH SCREEN SHALL BE USED UNLESS APPROVED
BY THE ENGINEER OF RECORD.
2.8 ROOF BRACING SHALL BE A I M41MUM OF 2"x2"x0.050"
2.9 DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR.
2.10 FOR PICTURE WINDOW MODIFICATIONS TO EXISTING
SCREEN ENCLOSURES, THE CONTRACTOR SHALL VERIFY
THE EXISTING SCREEN ENCLOSURE IS IN STRUCTURALLY
SOUND CONDITION AND MEETS THE REQUIREMENTS OF
THE DETAILS WITHIN THESE PLANS.
2.12 SCREEN ROOM ALUMINUM ROOF SECTIONS (COMPOSITE
OR PAN) SHALL BE SELECTED/DESIGNED FOR THE WIND
PRESSURE STATED WITHIN THE WIND LOADS SECTION OF
THESE GENERAL NOTES. THE SELECTION OF THESE ROOF
SECTIONS WAS BASED ON THE SPAN TABLES PUBLISHED
AND CERTIFIED BY INDEPENDENT FLOWDA LICENSED
ENGINEERS WITH THE UP-TO-DATE N.O.A.
3.0 FASTENERS
3.1 ALL FASTENERS SHALL COMPLY WITH ASTM A153.
3.2 ALL CONCRETE SCEWS SHALL BE TAPCON, SIMPSON, HILTI,
REDHEAD OR APPROVED EQUAL.
3.3 ALL LAG BOLTS SHALL HAVE A MIN. EMBED OF 8x BOLT DIA
INTO STRUCTURAL FRAMING.
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3.4 USE STAINLESS STEEL TYPE 300 18-8 FOR FASTENERS
CONNECTING ALUMINUM COMPONENTS OR PRESSURE
TREATED LUMBER, UNLESS OTHERWISE NOTED ON PLANE
OR MANUFACTURER OF GALVANIZED BOLTS SPECIFIES F(
USE WITH ACE PRESSURE TREATED WOOD.
3.5 THE MIN CENTER TO CENTER SPACING FOR SMS SHALL BI
3/4" AND THE MIN CENTER TO EDGE DISTANCE SHALL BE
1/2" UNLESS OTHERWISE NOTED.
3.6 FOR lx2 MEMBERS TO MASONRY/CONCRETE USE
GALVANIZED 1/4"x2-3/4" TAPCONS OR SIMILAR AT 24" O.C.
3.7 FOR 1x2 MEMBERS TO WOOD FRAME USE
#14x2-3/4" WOOD SCREW AT 24" O.C. (TYP.)
3.8 FOR 1x2 MEMBERS TO ALUMINUM USE #10xl-1/2" SMS
OR TEK SCREWS AT 24" O.C. (TYP.)
3.9 FOR 1x2 MEMBERS INSTALLED THROUGHOUT AN "OPEN
VIEW" OR "PICTURE WINDOW" ASSEMBLY, THE
FASTENER SPACING SHALL BE REDUCED TO 18" O.C. MAX
ALUMINUM EXTRUSION DIMENSIONS
HOLLOW SECTIONS
2x2
2"x2"x0.050"
2 x 3
2"x3"x0.050"
2x4
2"x4"x0.050"
2x5
2"x5"x0.050"
OPEN -BACK SECTIONS
1 x 2
1"x2"x0.044"
1 x3
1"x3"x0.045"
SNAP SECTIONS
2x2
2"x2"x0.045"
2x3
2"x3"x0.050"
2x4
2"x4"x0.045"
SELF -MATING SECTIONS (SMB)
2 x 4
2" x 4" x 0.044" x 0.100"
2x5
2" x 5" x 0.050" x 0.118"
2 x 6
2" x 6" x 0.050" x 0.120"
2x7
2" x 7" x 0.057" x 0. 120"
2 x 8
2" x 8" x 0.072" x 0.224"
2 x 9
2" x 9" x0.082" x 0.224"
2 x 10
2" x 10" x 0.092" x 0.374"
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p: (941) 456-7535
e: admin@southsunengineering.com
w: www.southsunengineering.com
CLIENT:
CAD -CON DESIGN,
LLC
PROPERTY ADDRESS:
1124 CORAL ST.
FORT PIERCE,
FL
34982
DATE:
12/5/2017
PROJECT NO:
R17110
SHEET:
Sol
SECONDARY ANGLE MIN. 1/8"
THICK W/ (2) 912 SMS INTO
COLUMN EA. SIDE (TYP.)
1/4" CONCRETE ANCHOR (TAPCON
XL OR EQUAL) AT EACH ANGLE EA.
SIDE W/ MIN. 2-3/4" EMBEDMENT
INTO FOOTING (TYP.)
FOR WOOD: USE 1/4" LAG BOLT IN
LIEU OF TAPCON W/ MIN 2-3/41' EMBED.
COLUMN VARIES. SEE SHEET
02 FOR SIZING.
INT'x 1/8" ANGLE W/ (2) # 120/4"
SMS EA. SIDE (TYP.)
I "x2" OPEN -BACK BASE PLATE
(TYP. EA. SIDE)
3" MIN. COVER
(TYP.)
I I _ _ I 2-1/2" MIN. SPACING
SUBSTRATE Z w � If ' 'I� ) — COLUMN VARIES. SEE SHEET
� /02 FOR SIZING.
U SIDE VIEW /
2"x2"xl/8" ANGLE W/ (2) 4120/4"
SMS EA. SIDE (TYP.)
SECONDARY ANGLE MIN. 1/8"
THICK W/ (2) #12 SMS INTO
COLUMN EA- SIDE (TYP.)
I -
OPTION I
(4) #10x1-1/2" SMS
INTO SCREW BOSSES
2x2 / 2x3 MEMBER J
SEE PLAN ON SHEET
02 (TYP.)
1/4" CONCRETE ANCHOR (TAPCON
XL OR EQUAL) AT EACH ANGLE EA.
SIDE W/ MIN. 2-3/4" EMBEDMENT
INTO FOOTING (TYP.)
FOR WOOD: USE 1/4" LAG BOLT IN
LIEU OF TAPCON W/ MIN 2-3/4" EMBED.
I "x2" OPEN -BACK BASE PLATE
ANCHORED TO FTG W/ 1/4" CONC
SCREW (TAPCON XL OR EQUAL) W/
MIN. 2-3/4" EMBED. CONC SCREW TO
BE INSTALLED 6" MAX. FROM -COLUMN
I AND SPACED AT 24" O.C. MAX.
6" MAX.
(TYP.)
SUBSTRATE
FRONT VIEW
COLUMN TO FOUNDATION CONNECTION FOR 2x4 OR LARGER
SCALE: N.T.S.
EAVE RAIL PER PLAN
FASTEN JAMB TO INTERSECTING MEMBER W/# 10 SMS
TO LENGTH TO ENSURE 1-1/2" PENETRATION INTO SCREW
BOSS OF JAMB (TYP.)
ALTERNATE: FASTEN.044 RECEIVING CHANNEL
TO INTERSECTING MEMBER W/ (4) # I0 SMS-
FASTEN JAMB TO RECEIVING CHANNEL W/
(2) #12x5/8" SMS EA SIDE (TYP.)
OPTION 2
UPRIGHT OR BEAM (HOLLOW,
SNAP, OR SELF -MATING)
1116" ALUMINUM INTERNAL OR
EXTERNAL RECEIVING CHANNEL (TYP.)
(0.062" ANGLE CLIPS MAY BE USED W/
(2) #120/4" SMS EA. LEG)
(4) # I00/4" INTO BEAM OR
UPRIGHT (TYP.)
(2) # 12x3/4" EA. LEG INTO
GIRT OR PURLIN (TYP.)
M BEAM/POST TO GIRT/PURLIN CONNECTION
02,,J SCALE: N.T.S.
FASTEN COMPOSITE PANEL 1
TO FRAMING WITH # 12x4" l
SMS W/1-1/2" NEO-WASHER
12" O/C
NOTCH COLUMN TO RECEIVE BEAM,
FASTEN BEAM TO COLUMN W/ (2)
3/8" HEX BOLT -NUT & LOCK WASHER
OR WASHER AND SELF LOCKING NUT
COLUMN PER PLAN J —
SEE DETAIL 3/03
WHERE KICK PLATE IS INDICATED
FASTEN .024 ALUMINUM SHEET
W/910xl/2" SMS 8" O.C. AROUND
THE PERIMETER
SEE DETAII. 1/03
4 END WALL SECTION TO COMPOSITE PANEL ROOF
02 SCALE: N.T.S.
HEADER
FASTEN HEADER AT EA END W/ (4) #100" SMS THRU
JAMB INTO SCREW BOSS OF HEADER (TYP.)
PROVIDE 1/8" INTERNAL CHANNEL CUT TO FIT
W/ SLIP TOLERANCE. FASTEN TO COLUMN
WITH
(2) 3/8" HEX BOLT -NUT AND LOCK WASHER
OR LOCKING NUT -ALTERNATELY FASTEN W/
# 14x9116" SMS (3) EA SIDE -FASTEN TO CONCRETE
FASTEN ANGLE TO CONC W/(1) 1/4"x 3-1/2" W/(4) 3/8"X4" TAPCON OR EQUAL
TAPCON. WHERE PAVERS ARE PRESENT
INCREASE LENGTH OF TAPCON TO ENSURE PROVIDE 1/8"x 2" x2" ANGLE EA SIDE. FASTEN TO
PENETRATION INTO FND MIN 2-1/4". CONCRETE W/ (2) 3/8"x 4" TAPCON EACH SIDETASTEN
4 WHEN FASTENING TO WOOD USE 1/4" ¢ TO COLUMN W/ (2) 3/8" HEX BOLT -NUT AND LOCK
GALV. LAG SCREW IN LIEU OF CONC. ca, WASHER OR LOCKING NUT. ALTERNATELY FASTEN
c>r ANCHORS AND ENSURE PENETRATION MIN TO COLUMN W/ # 14x9/16" SMS (3) EACH SIDE
w 2-1/4" INTO STRUCTURAL FRAMING BENEATH. w
(TYP.)
FASTEN DOOR JAMB TO lx2 BASE PLATE W/ (2)
#10 SMS THROUGH JAMEINTO SCREW BOSS OF
O 1x2 (ENSURE PENETRATION INTO Ix2 MIN 1 ") o
O Q
1 x2 OPEN BACK Ca
BTM PLATE (TYP)
FASTEN ANGLE TO JAMB
W/ (2) #12x5/8"SMS (TYP.)MIN. 3000 PSI 6x6 - 1 Ox10
CONC FT111 WITH
W.W.M. OR FIBERMESH(TYP.) SIDE VIEWS
TOP VIEWS
2 TYPICAL DOOR JAMB/HEAD DETAIL Z JJAIvTm VERT W (#0xii/2" SMS I 5 ALTERNATE BASE ATTACHMENT DETAILS
(INTERNAL) INTO SCREW BOSS OF JAMB 02 SCALE: N.T.S.
02
25" LAP MIN.
#5 REINFORCING BAR
#5 LAP SPLICE #5 REINFORCING BAR
R 1-7/8"
6 LAP SPLICING DETAIL I--- 101. --�
02 SCALE: N.T.S. #5 STD. 90° HOOK
12"
1 /
3000 PSI 12"x 12" / u /11
MONO FOOTING W/
(2) 95 BAR CONT
ON 3" CHAIR (TYP.) 12"
NOTE:
FOR NEW FDN/SLAB TO EXISTING FDN/SLAB,
DRILL A 1/2" DIA HOLE TO A DEPTH OF 6" INTO
EXISTING CONCRETE. PROPERLY CLEAN HOLE
AND ENSURE CONCRETE SURFACE IS FREE
FROM LOOSE AGGREGATE. FILL DRILLED
CAVITY W/ STRUCTURAL EPDXY TO PROVIDE A
MIN BOND STRENGTH OF 4000 PSI. EMBED A 12"
#3 BAR 6" INTO EXISTING CONCRETE. #3 BAR TO
BE SPACED AT Y O.C. MAX
6X6 WIAXWIA WWF
OR FIBERMESH IF ALLOWED ya
td
3" MIN. COVER
OVER STEEL (TYP.)
7 MONOLITHIC FOOTING DETAIL
02 SCALE: N.T.S.
o
N
Q
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p: I (941) 456-7535
e: admin@southsunengineering.com
w: www.southsunengineering.com
CLIENT:
CAD -CON DESIGN, LLC
PROPERTY ADDRESS:
1124 CORAL ST.
FORT PIERCE, FL 34982
DATE:
12/5/2017
PROJECT NO:
R17110
S02
2x2 GMT FASTENED TO
GUTTER FACE W/#12x2-1/2"
SMS AT 12" O.C. AND
WITHIN 6" OF EACH UPRIGHT
(TYP.)
a
a
FASTEN GUTTER TO EXISTING WD FASCIA
$
W/#14x2" WD SCREW AT 18" O.C. STAGGERED
Z
TO PREVENT WD SPLITTING. (TYP.)
ja
a
ti
EXISTING WOOD FASCIA
l- (TYP-)
1/8" GUTTER "STIFFENER" LOCATED
AT EACH UPRIGHT AND ONE BETWEEN
EACH UPRIGHT. FASTEN STIFFENER
TO FASCIA W/ (2) 914x2" WD SCREW.
FASTEN STIFFENER TO GUTTER FLANGE
TOP VIEW W/ (3) # 12xl/2" SMS. (TYP.)
EXISTING ROOF DECKING
EXISTING DRIP EDGE
STRUCTURAL NOTE: ROOF CLADDING AND
GUTTER TRUSS NOT SHOWN FOR CLARITY
PER PLAN
EXISTING WOOD FASCIA
(TYP.)
PROVIDE .062 BACKING AT
EACH UPRIGHT CONNECTION
SIDE VIEW
1 BEAM TO GUTTER CONNECTION
03 SCALE: N.T.S.
3/16"x2"x2" CONT. ANGLE. FASTEN
ANGLE TO EDGE BEAM W/ 3/8"
HEX -BOLT AT EACH UPRIGHT AND
9140/4" SMS AT 8" O.C. BETWEEN
UPRIGHTS. FASTEN COMP. PANEL
TO ANGLE W/ 3/8" HEX BOLT
W/ 1-1/2" NEO-WASHER ON
TOP AT 18" O.C. (TYP.)
EDGE BEAM
PER PLAN
4" COMP. PANEL
ROOF PER PLAN
NOTCH COLUMN TO RECEIVE BEAM.
FASTEN W/ (3) 3/8" HEX BOLTS W/ NUT
AND LOCK -WASHER TOP HEX BOLT
TO PASS THROUGH ANGLE
COLUMN PER PLAN
NOTCH COLUMN TO RECEIVE 2X2.
PROVIDE 1/8"X2"X2" ALUMINUM
ANGLE EACH SIDE -FASTEN TO COL
W/(4) 912X5/8"SMS-FASTEN TO 2X2
W(4) 912X5/8" SMS-FASTEN 2X2 TO
GUTTER W/#12X2-1/2"SMS WITHIN
6" OF COLUMN AND 18" O/C
\— -L�� STRUCTURAL GUTTER.
SEE DETAIL ABOVE FOR
HOST STRUCTURE ATTACHMENT
STRUC GUTTER -TRANSOM -COMPOSITE ROOF CONNECTION
SCALE: N.T.S.
EAVE RAIL PER PLAN
GIRT PER PLAN
PROVIDE .062 ALUMINUM PLATE
ONE SIDE OF CONNECTION.
FASTEN PLATE TO COLUMN,
BRACE & EAVE RAIL EA. W/ (6)
#12x5/8" SMS
K-BRACE PER PLAN
PROVIDE .062 ALUMINUM PLATE
ONE SIDE OF CONNECTION.
FASTEN PLATE TO COLUMN
& BRACE EA. W/ (6) # 12x5/8" SMS
PER PLAN
PRO VIDE .062 ALUMINUM PLATE
ONE SIDE OF CONNECTION.
FASTEN PLATE TO COLUMN
_ & BRACE EA W/ (6) #12x5/8" SMS.
FASTEN TO BOTTOM PLATE
W/ (3) # 12x5/8" SMS
1X2 BOTTOM PLATE
�� K-BRACE W/ SIDE PLATE CONNECTION
03 SCALE: N.T.S.
ROOF FASCIA
5/8" DIA. FERRULE
TUBE STIFFENER
FOR EA. LAG SCREW
(M.)
4X4X.125 ALUM POST.
(2) 3/8" THRU-BOLTS W/ 2"
WASHER AND LOCK -NUT
THROUGH POST TO ANGLE
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Yf �j a
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STRUCTURA
GUTTER
1/8"x3"x3" ANG]
(2) 3/8"x6" WD
LAG SCREW
(M CORNER POST TO GUTTER CONNECTION
03 SCALE: N.T.S.
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P: (941) 456-7535n
e: admin@southsunengineering.com
w: www.southsunengineering.com
CLIENT:
CAD -CON DESIGN, LLC
PROPERTY ADDRESS:
1124 CORAL
ST.
FORT PIERCE,
FL 34982
DATE:
12/5/2017
PROJECT NO:
R17110
SHEET:
S03