HomeMy WebLinkAboutConstruction Plan & Boundary Survey{( DRAWING INDEX
SHEET
SHEET TITLE
01
GENERAL NOTES
02, 02A
STRUCTURE/FOUNDATION PLANS
03
SUPPLEMENTAL DETAILS
04
SUPPLEMENTAL DETAILS
GENERAL NOTES
A. DESIGN CRITERIA
1.0 REFERENCED STANDARDS
1.1 FLORIDA BUILDING CODE, 5TH EDITION
1.2 ASCE 7-10
1.3 ASTM SPECIFICATIONS FOR CONCRETE
1.4 ACI 318-LATEST EDITION FOR STRUCTURAL CONCRETE
1.5 ADM 2010
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 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 ONSCREEN SURFACES: 09 PSF
VERT PRESSURE ON SOLID SURFACES: 25 PSF
2.7 FOR Hx140.013" MESH SCREEN, APPLIED FACTOR: 0.88
2.8 FACTOR APPLIED TO ALLOWABLE STRESS DESIGN
PRESSURES: 0.6
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 ENGINEER SHALL NOT BE RESPONSIBLE FOR DAMAGES
CAUSED AS A RESULT OF THE CONSTRUCTION EFFORTS.
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: 500 F
1. 1.2 PRIOR TO CONCRETE PLACEMENT, TREAT E
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.
HIRS CH PROPERTY
7988 PLANTATION LAKES DR, PORT ST LUCIE, FL 34986
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 C 150
1.2.2.2 3/4" AGGREGATE MAXIMUM - ASTM C33
1.2.2.3 AIR ENTRAINING, +/- I % - 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.
1.3.3 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 ALUMINUMM 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 ALUMNUM
STRUCTURAL WALL PANELS (KICK -PLATES) SHALL BE 0.024".
2.7 Bx140.013" MESH SCREEN SHALL BE USED UNLESS APPROVED
BY THE ENGINEER OF RECORD.
2.8 ROOF BRACING SHALL BE A MINIMUM OF 2"x2"x0.050"
2.9 DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR.
2.10 FOR PICTURE WINDOW MODIFICATIONS TOEXISTING
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.
2.11 IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
ENCLOSURE SHALL MEET THE FLORIDA BUILDING CODE,
RESIDENTIAL SECTION R4501.17 RESIDENTIAL SWIMMING
BARRIER REQUIREMENTS IN ITS ENTIRETY.
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 FLORIDA LICENSED
ENGINEERS WITH THE UP-TO-DATE N.O.A.
T i i F ' P V,NS AidD ALL PRw"`PCStD .fl0RK r
AIt SUBJECT TO ANY CORRECTIONS
REMUIM BY FIELD INSPECTORS THAT
MAY SI?i", NE CES0 A IfY Ie 9 CEDER. TO. '
L CODES.
ST LUCIE COUNTY
WILDING DIVISION
REVIEWED
FOR COMPLIANC
REVIEWED
ED BY
PLANS AND PERMIT v
MUST BE KEPT ON JO OR �/ •y
NO INSPECTION WILL BE MADE
3.0 FASTENERS y. ; IL
3.1 ALL FASTENERS SHALL COMPLY WITH ASTM A153.
3.2 ALL CONCRETE SCEWS SHALL BE TAPCON, SIMPSON, HILTij v%
REDHEAD OR APPROVED EQUAL.3.3 ALL LAG BOLTS ///
3.4 INTO USE STAINLESS S LTEEFRAMING. E 3 0 1ALL HAVE A 8 8 FORMED FASTENERS
DIA ///i/�► �,
CONNECTING ALUMINUM COMPONENTS OR PRESSURE
TREATED LUMBER, UNLESS OTHERWISE NOTED ON PLANS
OR MANUFACTURER OF GALVANIZED BOLTS SPECIFIES FOR
USE WITH ACE PRESSURE TREATED WOOD.
3.5 THE MIN CENTER TO CENTER SPACING FOR SMS SHALL BE
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 lx2 MEMBERS TO WOOD FRAME USE
#14x2-3/4" WOOD SCREW AT 24" O.C. (TYP.)
3.8 FOR lx2 MEMBERS TO ALUMINUM USE #10xl-1/2" SMS
OR TEK SCREWS AT 24" O.C. (TYP.)
3.9 FOR lx2 MEMBERS INSTALLED THROUGHOUT AN "OPEN
VIEW" OR "PICTURE WINDOW" ASSEMBLY, THE
FASTENER SPACING SHALL BE REDUCED TO 12" O.C. MAX.
ALUMINUM EXTRUSION DL%IENSIONS
HOLLOW SECTIONS
2x2
2"x2"x0.050"
2x3
2"x3"x0.050"
2x4
2"x4"x0.050"
2x5
2"x5"x0.050"
OPEN -BACK SECTIONS
Ix2
Vx2"x0.044"
Ix3
1"xYx0.045"
SNAP SECTIONS
2x2
2"x2"x0.045"
2 x 3
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"
2x6
2" x 6" x 0.050" x 0.120"
2x7
2" x 7" x 0.057" x 0.120"
2 x 8
1 2" x 8" x 0.072" x 0.224"
2 x+10
2" x 9" x0.082" x 0.224"
2 x2"
x10" x 0.092" x 0.374"
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CONTRACTOR:
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IMPROVEMENTS, INC.
PROPERTY ADDRESS:
988 PLANTATION LAKES DI
PORT ST LUCIE, FL 34986
DATE:
11/30/2017
PROJECT NO:
A1702155
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CONTRACTOR:
TREASURE COAST HOME
IMPROVEMENTS, INC.
PROPERTY ADDRESS:
7988 PLANTATION LAKES
DR
DATE:
11/30/2017
PROJECT NO:
A1702155
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24'-0"
20'-0"
17'-0"
1 33'-7" 1
EXISTING DECK
BY OTHERS
44'-0"
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VOTREW 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
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OR FIBERMESH IF ALLOWED a
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CONTRACTOR:
TREASURE COAST HOME
IMPROVEMENTS, INC.
PROPERTY ADDRESS:
988 PLANTATION LAKES D
PORT ST LUCIE, FL 34986
DATE:
11/30/2017
LEGEND: PROJECT NO:
A1702155
INDICATES CABLE BRACE.
SEE DETAILS 2/03 & 3/03 SHEET:
1\ S02A
SECONDARY ANGLE MIN. 1/8"
THICK W/ (7) #12 SMS INTO l Z 1/8" STAINLESS STEEL CABLE
' COLUMN EA. SIDE (TYP.) COLUMN VARIES. SEE SHEEP Q f MIN. 3000 PSI CONC W/ 6x6 - i
• � 02 FOR SIZING. " �
1/4" CONCRETE ANCHOR (TAPCON XL OR EQUAL) EAVE RAIL WHERE CABLE ATTACHMENT o�bo W.W.M. OR FIBERMESH (TYP.) Q
AT EACH ANGLE EA. SIDE W/ MIN. 2-1/4" EMBED. 2"x2"x 1/8" ANGLE W/ (2) #12x3/4" IS INSTALLED ON INTE L COLUMN
INTO FOOTING TYP.). NOTE: FOR SECONDARY SMS EA. SIDE (TYP.) ' "U ' "T"E r A '1, R a l • ra a 0 I ,
c _ e rl�s; rr�:Sa ��;�.� 14L,:a� t°����i�a�P;I,
ANGLE, USE 2 ANCHORS FOR COLUMNS 2x6 AND
LARGER. WHEN FASTENING TO WOOD USE 1/4" o 0 0 0 1/8" CORNER GUSSET g ` p T ANY
R � NS
GALV. LAG SCREW IN LIEU OF CONC. ANCHORS o ANGLE BRACKET lRla �LY14E� i�PgY �OfislE�i��B�7 OH
1 "x2" OPEN -BACK BASE PLATE oE�
AND ENSURE PENETRATION MIN BENEATH.
TYP.)INTO 0 (TYP. EA. SIDE) (9) 914 x 3/4" SMS TO 1 �I . C' 4 s P q p 'ply p d 5
STRUCTURAL FRAMINGBENIEATH.(TYPJ — o WALL MEMBERS (TYP.) dI I E9 FIELD INSPECTORS CI7A
0 4" SLAB MIN. SC E A. x 3" MIN. EMBED. CONC.
NOTE: IF PAVERS ARE ALUMINUM EXTRUSION SCREW ANCHOR (TAPCON OR EQUAL) (�: � � ? `� �Fq � A v 9 % C�➢! i ,( �F'47
PRESENT, CONCRETE VARIES (TYR) SE SHEET
ANCHORSSHALL 3" MIN. COVER 02FOR SIZES 00.1A
A,iplyq •P '•'� p Z' ,.� �...-� .
(�') PENETRATE INTO 5/16" EYEBOLT W/DBLNUTS. 2 •�• 1/8" STAINLESS STEEL CABLE "xv.APEll ily o v", �' LIB; d?A �.,00E8,
FOOTING 2-1/4" MIN. LOCK NUT & WASHER TO BE p __ _ _ _ _
2-112" MIN. SPACING (Typ,) - CORROSION RESISTANT o o NUN. 3000 PSI CONC W/ 'r' N M ct
MIN. 3000 PSI CONC FTG/SLAB W/ (TYP-) a' v 6x6 - IOx10 W.W.M. OR
6x6 - 1Ox10 W.W.M. OR FIBERMESH W FIBERMESH (TYP.)
> 1/8" STAINLESS STEEL CABLE
(TYP.) : o t SIDE VIEW w Q w w
M cJ COLUMN VARIES. SEE SHEET r W a O
2"x2"xl/8" ANGLE W/ (2) #M3/4" 02 FOR SIZING. ® P�,� I v&84
SMS EA. SIDE (TYP.) 1/4" CONCRETE ANCHOR (TAPCON XL OR EQUAL)���` W z M
AT EACH ANGLE EA. SIDE W/ MIN. 2-1/4" EMBEDMENTtl "- } O W Q,
SECONDARY ANGLE MIN. 1/8" INTO FOOTING CM.). WHEN FASTENING TO WOODML
USE I/4" GALV. LAG SCREW IN LIEU OF CONC. ANCHORS 4" SLAB MIN. 1-1/4"x5-5/8"xl-1/8" FLAT BAR \N . Fa a U
THICK W/ (2) #12 SMS INTO AND ENSURE PENETRATION MIN 2-1/4" INTO WITH (2) 3/8"x3" CONCRETE \ • F. z COLUMN EA. SIDE (TYP.) STRUCTURAL FRAMING BENEATH. (TYP.) SCREWS ` v 1,.,
2 CABLE TO FRAME CONNECTION 3 CABLE TO FOUNDATION CONNECTION
1 "x2" OPEN -BACK BASE PLATE • = air C7 I/j
ANCHORED TOFTG W/ I/4" CONC 03 SCALE: N.T.S. 03
SCALE: N.T.S. _ tiN�
SCREW (TAPCON XL OR EQUAL) W/
MIN. 2-1/4" EMBED. CONC SCREW (2) 412 SMS (T STRAP
TO BE INSTALLED 6" MAX. FROM (2) #12 SMS AT STRAP EAVE RAIL OPTION 1 OPTION -el � (�
TO PURLIN (TYP.) iNt4,ow,
OCOLUMN AND SPACED AT 24" O.C. TO EAVE RAIL (TYP.) PERPLAN6"MAX MAX. UPRIGHT OR �MIN.3000 PSI CONC FTG/SLAB W/ (TYP.) 1 "x0.06"x6" STRAP SNAPORS _
6x6- 1Oxl0 W.W.M. OR FIBERMESH w a: - 0 1/16" ALUMINUM R 77
') O � EAVE SEE SHEET 02 OPEN- 1 0 (4) # 1 Oxl-1/2" SMS EXTERNAL RECEI G
u - FRONT VIEW - BACK L PURLIN PER INTO SCREW BOSSES �) pI% 1
SHEEP 02 I (0.062" ANGLE CLIPS MAY S4' 1 f
`•' _ L _1 0 - - I USED W/ (2) #12x3/4" SMS EA. LEG)
1 COLUMN TO FOUNDATION CONNECTION FOR 2x4 OR LARGER _ PURLINPERSHEET02 2"x2"x.125"ANGLE EACH
(2) 41 Ox4" SMS o SIDE OF PURLIN-CUT TO — — — —
03 SCALE: N.T.S. INTO SCREW Boss (2) #12 SMS EA. SIDE OF PURLIN I 1 LAP OVER COLUMN -FASTEN
TO PURLIN W/(2)#12X5/8"
IN LIEU OF I" STRAP ON TOP, MAY SMS EACH SIDE -FASTEN TO
USE 0.044N1.125"x2" RECEIVING kn
I I COLUMN W/(I)#12X5/8"SMS `./
Ix2 OPEN -BACK W/ CHANNEL. NOTCH 2" SIDE OF EACH SIDE -FASTEN TO EAVE 2x2 / 2x3 N ST (4) #1 Ox3/4" INTO BEAM OR LF•i
SE PLAN ON SHET I en
M
#1 Ox2" SMS SPACED I I CHANNEL TO RECEIVE PURLIN I I RAIL ASSEMBLY W/(3)#12X5/8" UPRIGHT (TYP.) Fr
SAVE RAIL PER PLAN AT 24" O.C. AND I I I SMS EACH SIDE 02 (T'YP.)
(2) #12x3/4"LEG INTO1171�
ON EA. SIDE OF COL. I GIRT OR PURLIN CnT.)
WAN 6" MAX. (3) 912 SMS EACH SIDE OF COLUMN FASTEN OPEN -BACK
FASTEN JAMB TO INTERSECTING MEMBER W/# 10 SMS I I TO EAVE RAIL W/ Fa�i
TO LENGTH TO ENSURE 1-1/2" PENETRATION INTO SCREW #12x2" SMS AT 12" O.C. BOSS OF JAMB CM.) COLUMN PER SHEET 02. AND W/IN 6INCHES OFNOTCH COLUMN AS REQD ALTERNATE INTERSECTING MEMBERS Ei H
ALTERNATE: SECTNGMEVICEIVIN4)410S S- 5 SLOPED PURLIN TO COLUMN CONNECTION COLUMN PERSHEET02. 6 BEAM/POST TO GIRT/PURLIN CONNECTION W
TO INTERSECTING MEMBER W/ (4) #10 SMS- . .
FASTEN JAMB TO RECEIVING CHANNEL W/
(2)#12x5/8"SMSEASIDE(TYP.) 03 SCALE: N.T.S. 03 SCALE: N.T.S. ►� w H
BEAM SIZE x 2 O V
EX: FOR 2x4 SMB USE 8"
HEADER (2) 910x4" SMS INTO SCREW V j 7 E•'1 Fi
7L
• • 1 - - - - - BOSSES FOR EDGE MEMBER 2x8 SMB i In
1 FASTEN HEADER AT EA END W/ (4) #I Ox3" SMS THRU 1/8" FLAT PLATE W/ �• ILLUSTRATED O
JAMB INTO SCREW BOSS OF HEADER (TYP.) (8) #120/4" SMS W/
ALTERNATELY FASTEN HOR_ Z-BAR TO COLUMN W/ (2) MIN. 1/2" EDGE DISTANCE \• N a
# 120/4" SMS EA SIDE AND TO HEADER W/ 9120/4" SMS (NOTE: PLATE MAY BE FASTENED
AT TOP CORNERS & 6" O.C. STAGGERED. USE SAME INTERNALLY TO BRACE.)
FASTENING PATTERN FOR VERTICAL Z-BAR TO COLUMN EDGE MEMBER
ORPURLIN etips� P: (941) 456-7535
FASTEN ANGLE TO CONC W/(1) 1/4"x 3-1/2" TAPCON. 4ti¢'
WHERE PAVERS ARE PRESENT INCREASE LENGTH OF e: admin@southsunengineering.com
TAPCON TO ENSURE PENETRATION INTO FN1D MIN 2-1/4". z BRACE. SEE SHEET • ' I �� w: www.southsunengineering.com
a WHEN FASTENING TO WOOD USE 1/4" GALV. LAG SCREW ¢ 02 FOR SIZE — — EAVE RAIL PER PLAN - FASTEN
IN LIEU OF CONC. ANCHORS AND ENSURE PENETRATION a TO CAGE BEAM (INTERNAL)
MIN 2-1/4" INTO STRUCTURAL FRAMiNGBENEATH. (TYP.) w BEAM SEE — — — - W/ (4) #10xl-1/2"SMS (TYP.) • . I NOTE: 20 z0
a n• SHEET02 3/16" 6005-T5 GUSSET FABRICATED w w F. CONTRACTOR:
FOR SIZE • I • SUCH THAT TT FITS INSIDE SMB Q U U
FASTEN DOOR JAMB TO Ix2 BASE PLATE W/ (2) WITH NO SIGNIFICANT SLIP �' w TREASURE COAST HOME
910 SMS THROUGH JAMBINTO SCREW BOSS OF Ix2 OPEN -BACK. FASTEN TO COL TOLERANCE. INSTALL FASTENERS 4to o u p
p 1x2 (ENSURE PENETRATION INTO Ix2 MIN 1 ") O • (INTERNAL)W/ (2) #IOx1-1/2" LOCATED ALONG THE TOP AND 4. w U p w U IMPROVEMENTS, INC.
O O SMS. FASTEN TO EAVE RAIL BOTTOM EDGE OF THE BEAM SO "'1 rr �•
Ix2 OPEN BACK A I W/ #12xl-1/2" SMS WITHIN BEAM TY SMS/SIDE THAT NO LESS THAN A 1-1/8' C Ow 1t
BTM PLATE (TYP) I \ I I 6" OF COL. AND AT 24" O.C. 2x5 5 - #12 SEPERATION OCCURS BETWEEN z m PROPERTY ADDRESS:
1 FASTENERS OR 1-1/4" IN THE
FASTEN ANGLE TO JAMB I NOTCH BEAM TO RECEIVE COL. 2x6 7 - #12 FIELD. MAINTAIN NO LESS THAN ] w O P w O 988 PLANTATION LAKES D
W/ (2) #12x5/8"SMS (TYP.) rFOR
EDGE MEMBER FASTEN EACH BEAM FACE TO 2x7 8-#12 dF dnH1/2"FROM EDGE OF GUSSET.
Li
MIN.3000PSICONCFTG/SLABW/ `ORPURLIN COLUMNW/THE SPECIFIED z 2x9 ]0-#l4 FASTENIERSMAYBESTAGGERED 2X4SMB 9/18/36 PORT ST LUCIE, FL 34986
6x6 -lOxlO W.W.M. OR FIBERMESH QUANTITY OF#12x3/4" SMS 4 TO ALLOW ROOM FOR THE 2XSSMB 9/18/36
(,1.�) PER ADJACENT TABLE (IYP.) 2x ] 0 10 - 14 PROPER QUANTITY. SEE ADJ. BRACE TO BEAM USE 1/8" dd FASTENIER TABLE FOR PROPER 2X6SMB 9/l M6 DATE:T PLATE W/ (8) #12x3/4" W� QUANTITY. INTERNAL PURLIN2X7SMB10l20/4011/30/2017
W/ MIN. 1/2' EDGE DISTANCE ATTACHMENT SCREWS MAY BE
TE: PLATE MAY BE FASTENED v COUNTED AS GUSSET 2X8SMB 14/28/56 8/16/32
ERNALLY TO BRACE.) CONNIECTION SCREWS.2X9SMB 14/28/56 PROJECT NO:
ERNATELY, IN LIEU CONITRACTOR MAY USE SAME
PLATE, USE (2) #12x3" SMS PATTERN FOR A -FRAMED 2X9H SMB 14/28/56 A1702155
PURLIN. SEE SROUGH BRACE INTO BIiAMCONFIGURATIONS. 2XlOSMB 15/30/60
02 FOR SIZE O SLIP TOLERANCE
4 TYPICAL DOOR JAMB/HEAD DETAIL JJAAIALTERNATE:�m VER()# OxI i 2" BTM of 7 ROOF BRACING CONNECTION 8 COLUMN TO BEAM CONNECTION 9 GUSSET CONNECTION SHEET: . SCALE: N.T.S. S03
03 SCALE: N.T.S. N(INITERNAL)INTOSCREWBOSSOFJAMB 03 SCALE: N.T.S. 03 SCALE: .T.S
03
21
2x2xl/8" ANGLE EA SIDE
OF BEAM W/ (2) # 12x5/8"
SMS INTO BEAM AND (2)
9120-1/2" THRU GIRT
INTO GUTTER (TYP.)
a a
w
Ha
- BEAM
-):--,AGE
\
GIRT (I x2 OR 202) FASTENED
(INTERNALLY) TO BEAM FACE
W/ 41 Oxl-1/2" SMS (2 FOR Ix2
OR 4 FOR 2x2) THROUGH BEAM
FACE INTO SCREW BOSS OF
GIRT. (TYP.) FASTEN GIRT TO
GUTTER FACE W/#12 SMS
(xl-1/2" FOR Ix2 AND 2-1/2"
�FOR 2x2) 18" O.C. AND
_wra 6" OF BEAM (TYP.)
CLOSE BOTTOM OF BEAM WHEN
TRAMMED, USE.044 RECEVING,
CHANNEL - FASTEN W/ (2)
#12x1/2" SMS EA SIDE TrYP.)
TOP VIEW
FASTEN GUTTER TO EXISTING
WD FASCIA W/ #14x2" SMS AT
18" O.C. STAGGERED TO
PREVENT WD SPLITTING.
(TYP.)
EXISTING WOOD FASCIA
cm.)
1/8" GUTTER "STIFFENER" LOCATED
AT EACH BEAM -FOR BEAMS
GREATER THAN 2,6 INSTALL
FASTENERS AT BEAM LOCATION
AND BETWEEN BEAMS. FASTEN
STIFFENER TO FASCIA W/(2) 414x2"
WD SCREW. FASTEN STIFFENER
TO GUTTER FLANGE W/ (3)
#12x1/2" SMS. (TYP.)
EXISTING ROOF DECKING
EXISTING DRIP EDGE
•
STRUCTURAL
NOTE: ROOF CLADDING AND
GUTTER
TRUSS NOT SHOWN FOR C
TY
PER PLAN
EXISTING WOOD FASCIA
PROVIDE.062
BACKING AT
EACH BEAM CONNECTION
SIDE VIEW
I BEAM TO GUTTER CONNECTION
04 SCALE: N.T.S.
CAGE BEAM OR PURLIN
HORIZONTAL OR SLOPED,
FASTEN BEAM PER 8/03,
FASTEN PURLIN PER 5/03 r _
"
FOR EAVE RAIL CONNECTION
SEE DETAIL 8/03
COLUMN -SIZE
PER PLAN
FASTEN COLUMN TO
GUTTER SEE DETAIL 1/04
_ GUTTER STIFFENER -
SEE DETAIL 1/04 i
II Structural Gutter N V
2 TRANSOM DETAIL
04 SCALE: N.T.S.
912X2" WOOD SCREW IS" O/C
AND (4) WITHIN 18" OF CONNECTION
WOOD FASCIA
GUTTER
STRUCTURAL GUTTER
"STIFFNER'
SEE4-01
LOCATTE WITHJIN 6"
OF CONNECTION
1/8"X2"XT ALUMINUM ANGLE
FASTEN TO WOOD FASCIA W/
(2) 412X2" WOO SCREW
FASTEN TO BEAM W/(2) 912X5/8"SMS
BEAM PER PLAN- FASTEN GUTTER BACK
BEAM W/(4) #12X5/8" SMS WITHIN 18" OF
CORNER
#12X5/8" SMS 18" O/C
AND (4) WITHIN 18" OF CONNECTION
TOP VIEW
3 CORNER CONNECTION GUTTER -EDGE BEAM
04 SCALE: N.T.S.
WOOD FRAMING
i
1/8"x2"X2"ALU1vflNUM ANGLE
CUT TO BEAM LENGTH -FASTEN
TO EXISTING WD FRAMINGW/(2)
I/a°X2" GALV LAG SCREW THROUGH
ANGLE LEG INTO WD FRAMING EACH
SIDE•STAGGER TO PREVENT SPLITTING
FASTEN TO BEAM W/#12X9/16"SMS
THROUGH ANGLE LEG INTO ALUM
BEAM EACH SIDE
1/8"x2"X2"ALUMINUM ANGLE
QUANTITY Fly =BEAM SIZE LESS 1
CUT TO BEAM LENGTH
EX: FOR 2X USE (6) EACH SIDE
ALUMINUM BEAM
FASTEN TO EXISTING WD FASCIA
NOS' MAINTAIN ION
I
W/(2) 1/4"X2" GALV LAG SCREW
()
O ANGLE AND
FROM EDGE OF ANGLE AND
THROUGH ANGLE LEG INTO WD
BETWEEN FASTENERS
FASCIA EIS -STAGGER TO PREVENT
SPLTTING-FASTEN TO BEAM
ALUMINUM BEAM
W/#12X9/16"SMS THROUGH
ANGLE LEG INTO ALUM BEAM
-
EACH SIDE
QUANTITY E/S =BEAM SIZE LESS 1
EX: FOR 2X7 USE (6) EACH SIDE
NOTE: MAINTAIN 3/8" SEPERATION
TOP VIEW
FROM EDGE OF ANGLE AND
BETWEEN FASTENERS
SIDE VIEW
4 BEAM TO WOOD FASCIA CONNECTION DETAIL
04 SCALE: N.T.S.
cLi
EAVE RAIL PER PLAN
z
PROVIDE .062 ALUMINUM PLATE 0
ONE SIDE OF CONNECTION. V]
FASTEN PLATE TO COLUMN, 5
BRACE & EAVE RAIL EA. W/ (6)
#12x5/8" SMS a
K-BRACE PER PLAN
PRP.OVIDE.062ALUMINUM PLATE
ONE SIDE OF CONNECTION.
W 04
O
COLUMN
q O
W V4
FASTEN PLATE TO
�- & BRACE EA. W/ (6) #12x5/8" SMS 14„r
`zz
W W
GIRT PER PLAN
PER PLAN
PROVIDE .062 ALUMINUM PLATE
ONE SIDE OF CONNECTION.
FASTEN PLATE TO COLUMN
& BRACE EA W/ (6) 912x5/8" SMS.
FASTEN TO BOTTOM PLATE
W/ (3) #12x5/8" SMS
1X2 BOTTOM PLATE
5 K-BRACE W/ SIDE PLATE CONNECTION
04 SCALE: N.T.S.
THESE PLANS AiNID ALL PRuPOSEO °J�Oe .,
''1
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY MELD INSPECTORS THAT
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e: admin@southsunengineering.com
w: www.southsunengineering.com
CONTRACTOR:
TREASURE COAST HOME
IMPROVEMENTS, INC.
PROPERTY ADDRESS:
988 PLANTATION LAKES D
PORT ST LUCIE, FL 34986
DATE:
11/30/2017
PROJECTNO:
COPY A1702155
SHEET:
SO4
A OD1.1111JAKY ANI1 KtCt1K11 SIIKVl-Y h11K A- KFN (;AIII 1 dH ANI1 IMAM- I - [;Atli I
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Note:' All Bearings & Distances 1
Are As Per Plat Unless .
Noted Otherwise.
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ADDRESS:
7988 Plantation Lakes Drive
Port St. Lucie, Florida'''""°'`
LEGAL DESCRII=:TION:
Lot 18, PLANTATION
.RESERVE PHASE IIA, according to.
the Plat thereof, as. recorded in Plat
Book 26, Page:- 13,. 13A & 13B.' of the Public` Records
of St- Lucie County, Florida.
CERTIFIED T0:
A. KEN GAULT JR. AND DIANE L. CAULT;
BANK OF AMEI',;ICA, N.A., , ITS SUCd_SSORS' AND/OR ASSIGNS AS THEIR INTEREST MAY APPEAR;
AMERICAN PIOI'-iEER TITLE INSURAN('E COMPANY D/B/A
CHELSEA TITLE COMPANY
'•i. - LET l,
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= Found 5/8" 6:4) Rod (No. Cap)
CURVE I RADIUS I LENGTH CHORD BEARING
DELTA
C-1 890.00 125.00' - 1?4.90' S20 41 30'E
08 02 50
C-2 890.00 68.93 — 6B.91 S26'5602 E
047614 NOTE': Underground Power
FLOOD ZONE: X
'ESERVE PLANTA f(ON
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deacrlbed propaety
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end. ooxieot to the beat of my lmowledye ead be8ef•
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10566 South Federal Highway
Btandaeds eat for
Burvayoim parauaut
Chapter 6IG17-6 F.A.C. by the Florida Board of Lend
Bactlon 472.027, Florida Btatutaa.
P.O. FWX 696 JWSKN BEACH, FIDRIDA 34958
]3078 NOT VALID LURE 9
REAL® 1fflL AN ENBOSMD
(772) 398 - 8166
suxvsyoH's seal.
PAX (772) 337 - 7404
GEORGE II. Anoli JR,
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