HomeMy WebLinkAboutConstruction PlansGENERAL NOTES
1. DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS:
1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIFICALLY
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM &
CHAPTER 23 WOOD.
2. ASCE 7-10. & SEI7
3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
4. AC1318 CONCRETE REFRENCE MANUAL.
5. PC[ PRECAST & PRESTRESSED CONCRETE.
6. AA ASM 35 & AA ADM 1
WIND LOADS:
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
1604.5: RISK CATEGORY 1.
2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS
REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE
1609.3.1 EQUIVALENT BASIC WIND SPEED: 150
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C
3. SCREENED ROOF ENCLOSURE FBC 2017 CH. 20 TABLE 2002.4
CONCRETE & FOUNDATION DESIGN:
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER
IN THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE
REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE
APPLICABLE:
A. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING COMPONENTS:
I. PORTLAND CEMENT TYPE 1 - ASTM C 150
II. AGGREGATES - LARGE AGGREGATE 3/4" MAX. - ASTM C 33
III. AIR ENTRAINING+/- 1%-ASTM C 260
IV. WATER REDUCING AGENT - ASTM C 494
V. CLEAN POTABLE WATER
VI. OTHER ADMIXTURES NOT PERMITTED
B. METAL ACCESSORIES SHALL CONFORM TO:
I. REINFORCING BARS -ASTM A615, GRADE 60
II. WELDED WIRE FABRIC - ASTM A185
C. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3"
OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT
PERMITTED.
D. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE
INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3
INCLUDING HOT WHEATHER RECOMMENDATIONS.
E. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
F. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE
SUBSURFACE ARE FOR TERMITES IN COMPLIANCE WITH THE
FBC.
G. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER.
2. FOOTING SIZE: EXISTING CONCRETE SLAB. NO ADDITIONAL
FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE
PROPOSED CONSTRUCTION IF A MINIMUM 4" CONCRETE
SLAB (3000 PSI) IS PROVIDED IN SOUND CONDITION, FREE
FROM STRUCTURAL CRACKING, SPALLING & OTHER
DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER
CONCRETE SLAB MINIMUM 8"x8" W/ (1) #5 BAR TO BE
VERIFIED BY CONTRACTOR. SEE TYPICAL FOOTING DETAILS
FOR NEW FOOTING DESIGN MINIMUM REQUIREMENTS.
3. WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING,
DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN.
HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
(OR EQUAL) TYP. ALL LOCATIONS.
4. WHEN INSTALLING 4" CONCRETE SLAB -ADD ADJACENT TO
EXISTING-DOWELL INTO EXISTING CONCRETE 48" O/C W/8" #5
REBARS- DRILL 3/4" HOLE 4" EMBEDMENT- EPDXY W/
NON -SHRINKING "SIMPSON EPDXY TIE" (OR EQUAL).
5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE
NOTED.
ALUMINUM SPECIFICATIONS: >a
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALL UNLESS
OTHERWISE SPECIFIED. `
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WI
#12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER.
3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050".
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS 9
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 Ff
INCHES.
5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
WIND SPEEDS EXCEED 75 MPH PER FBC.
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
FASTNER SPECIFICATIONS:
1. FASTNERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS
OR BETTER, INSTALLED TO MFG.)
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
AND FASTENERS TO MANUFACTURING SPECIFICATIONS.
3. WHERE WOOD DECK IS PRESENT USE 1/4"X.3-1/2" GALV. LAG
SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE
SPECIFIED.
4. 1 "X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST
A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED
1/4"X2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS
B. FOR WOOD APPLICATION USE #14X2-3/4" WOOD SCREW AT
24" O.C. AND 6" FROM ENDS.
C. FOR ALUMINUM APPLICATION USE #10X1-1/2" SMS OR TEK
SCREW AT 24" O.C. AND 6" FROM ENDS
D. WHERE VX2" INSTALLED THROUGHOUT AN "OPEN VIEW"
SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS
MASONRY SPECIFICATIONS:
1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED
ON TYPE M OR S MORTAR.
2. ALL MORTAR SHALL BE TYPE M OR S.
3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
HEIGHT.
MISCELLANEOUS:
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2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION
THE CONTRACTOR SHALL VERIFY AND INSURE INSTALLATION
HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH
THE ATTACHED DETAILS.
3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN
ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE"
FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED
IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE
EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND.
1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME.
IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPERATE 4TH
WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.
3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
THE FIELD.
4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT.
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
STRUCTURE.
6. ALL 2X4 & GREATER ARE TO BE SMB UNLESS OTHERWISE INDICATED.
RESPONSIBILITIES:
1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL
BE NOTIFIED OF ANY DISCREPANCIES.
LEGEND: (ALL MAY NOT APPLY)
SCR = SCREEN
KP = KICK PLATE
PW = PICTURE WINDOW
X = HORIZ. SLIDING WINDOW
0 = HORIZ. STATIONARY WINDC
DH = DOUBLE HUNG WINDOW
SH= SINGLE HUNG WINDOW
SIP = SOLID INSULATED PANEL
CT = CABLE TIE
SG = SUPER GUTTER
CS = CLEAR SPAN
KB = KNEE BRACE
1812. -cc>'60
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HOLLOW SECTIONS
2 x z: 2"xWPROPOSED 0
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2 x 3: 2"xT"x0O
2 x 4: 2"x4"x0.044" ARE S DJECT TO ANY CORRECTION
z x s: 2"x5"xo.050" REQUIRED BY FIELD INSPECTORS THAT a
OPEN BACK SECTIONS MAYS NECESSARY IN ORDER TO
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1 x 3: 1"x3"x0.044"
SNAP SECTIONS CONCRgI D FASTENERS OR U U) Z -1
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2 x 6 SMB: 2"x6"x0.050"x0.120"
2 x 7 SMB: 2"x7"x0.057"x0.120-1CA;0W w � af U) d
2 x 8 SMB: 2"x8"x0.072"x0.124" w o LL
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2 x 9 SMB: 2"x9"x0.082"x0.124" z0 F < j� w
2 x 10 SMB: 2"x10"x0.092"x0.398" Fill a w O U{
NOTE: AS INDICATED ABOVE ALL zo
MEMBER PROFILES ARE INDICATED oO a
IN INCHES.
DESIGN DATE_: 11/28/2018
REVISION I: DATE pgGE:
REVISION 2: DATE
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DOOR LOCATION TO BE DETERMINED BY CONTRACTOR IN THE FIELD.
(NOT TO EFFECT DESIGN SPANS & STRUCTURAL MEMBERS SHOWN)
DESIGN DATE: 11/28/2018
REVISION 1: DATE
PAGE:
REVISION 2: DATE
SCALE: NTS
FLASHING
1"x2" FASTEN TO COL. (INTERNAL)
W/(2) #10xl-1/2" SMS, FASTEN TO
EAVE RAILS ABOVE W/#10X1-1/2" SMS
24" O.C. AND G" FROM END.
TABLE D
BEAM QTY EACH SIDEZI
2 x 3
4112
2 x 4
8110
2 x 5
8110
2x6
10/10
2x7
12110
2x8
8/14
2 x 9
9114
2 x 10
9114
MAIMAIN MIN, OF 5/8" SEPERATION
FROM EDGE OF BEAM SMS O.C.
DETAIL E - UPRIGHT TO BEAM
CONNECTION SCALE:NTS
NOTE: IF PAVERS ARE
PRESENT, CONCRETE
ANCHORS SHALL
PENETRATEINTO
FOOTING 2-1/4" MIN.
(TYP.)
NOTE: WHEN FASTENING
TO WOOD USE 1/4" GALV.
LAG SCREW IN LIEU OF
CONC. ANCHORS AND
ENSURE PENETRATION
MIN 2-1/4" INTO
STRUCTURAL FRAMING
BENEATH(TYP.)
'HORIZONTAL OR SLOPED
(2) #10.13" SMS INTO SCREW
BOSSES FOR EDGE MEMBER
BEAM PER PLAN
NOTCHED TO RECEIVE
(2)
M
INTOO BEAM
BER
<\
COLUMN WITHIN
OR PURLIN
SMS, (EACH SIDE)
BEAM
dBRACE
QTY PER TABLED
0.0625" 6063-T6 FLAT PLATE
w/(8) #10x3/4" SMS, MIN. 1/2"
NOTCH PROFILE MAY VARY
INSTALL BRACE
EDGE DISTANCE, PLATE MAY BE
TO PERMIT CORRECT #SMS
TO CORNER
— - FASTENED INTERNALLY TO BRACE
-
j
PURLIN
COLUMN PER PLANS
DETAIL "D" - ROOF BRACING CONNECTION
DETAIL SCALE:NTS
TABLE "B" SECONDARY ANGLE SCHEDULE
UPRIGHT
QTY. TAPCON/SCREW
2X3
0
2X4
1/2
2X5
1/2
2X6
2/ 4
2X7
2/ 4
2X8
3/ 6
2X9
3/ 6
2X10
418
5032 Hd2 ANGLE
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2-#12SMSINTOCOLUMN
1/4" MASONRY ANCHOR EACH
ANGLE -EACH SIDE COL., I" "
3000 PSI CONIC. SLAB/ FTG. � I
6x6-10x10 SIDE VIEW
WWM OR FIBERMESH
114" MASONRY ANCHOR
AT EACH ANGLE w
SELF -MATING OR
SNAP SECTION TYP.
PER PLAN
1'k2" O.B. BASE PLATE-TYP
2-1/4" MIN. CONC. ill
/— ANCHOR EMBEDMENT II
2" MIN. WHEN GREATER
THAN 20 UPRIGHT IS USED o
SEE TABLE "B"SECONDARY II
ANGLE SCHEDULE ill
II
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2 - #12 SMS
1/4" TAPCON XL (RED HEAD MFG. OR EQUAL)
2 @ bQ BASE
2 @ SLAB (BEYOND)
1"x2" BASE PLATE ANCHORED
TO CONC w/ 1W MASONRY
ANCHOR 6" MAX EACH SIDE
OF POST AND 24" O.C. MAX
3000 PSI CONC. SLAB/ FTG. I
64-10x10 FRONT VIEW
W WM OR FIBERMESH
DETAIL "e" - 2"x4" OR LARGER SELF MATING
UPRIGHT 70 DECK DETAILS SCALE: N.T.S.
'ALL MEMBERSP PER PPLAN u
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL w/(4) #10x.75"
INTO GIRT OR PURLIN & (2) #14x.75"
INTO BEAM OR UPRIGHT 0.062 ANGLE
CLIPS MAYBE USED
PURLIN 0.
UPRIGHT, BEAM -SNAP,
SELF MATING, OR HOLLOW
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it INTO SCREW BOSS OF HEADER
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it ALTERNATE HEADER CONNECTION
ill
II WHEN Z-BAR IS USED - FASTEN
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ALTERNATE BASE PLATE CONNECTION
ATTACH MEMBER TO BASE PLATE
(INTERNAL) w/(2) #10x2" SMS
ATTACH BASE PLATE TO MEMBER
w/(2) #10)0" SMS INTO SCREW
BOSS OF BASE PLATE �
III T MEMBER
DETAIL "C" -GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE:NTS
1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OF COLUMN
& 24" O.C. MAX. 1-1/4" PENETRATION INTO UNDERLYING FOOTING
DETAIL "F" - DOOR JAMB & HEADER
CONNECTION SCALE:NTS
BOSSES
3"x2" EDGE BEAM
,
(2) #10x 'SMS
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INTO SCREW BOSSES
-
CONNECTING EDGE
BEAMTOPURLIN
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1"x3" FASTENED TO COLUMN
I I Wl (4) #12 X 3/4" EA. LEG
NOTCH COLUMN AS REO'D.
COLUMN PER PLAN
DETAIL "G" - SLOPED PURLIN
CONNECTION SCALE: NTS
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ALTERNATE DETAIL"G" SLOPED
PURLIN CONNECTION SCALE:NTS
DESIGN DATE: 11/28/2018
REVISION I: DATE
PAGE:
REVISION 2: DATE
SCALE: NTS
4
GIRT FASTENED INTERNALLY AT EACH END
w/ #10z1.5" EACH SCREW GROOVE. FASTEN
TO BEAM w/ 2x2x.125 ANGLE (2) #12 SMS
INTO BEAM & (2) #10x1-112" THRU ANGLE INTO
BEAM o
CLOSE BOTTOM OF \ I o 0
BEAM WHEN TRIMMED
.044 RECEIVING CHANNEL,
FASTEN w/(2) #12 SMS
EACH SIDE OF B
#10 SMS WITHIN 6"
OF BEAM & 24" QC
2x21
1/8"ANGLE
EA SIDE OF BEAM
w/(2) #12 SMS
EACH LEG EACH S
FOR BEAMS ABOVE 2x8 INSTALL
GUTTER BRACE AT MIDPOINT
BETWEEN BEAMS & INCLUDE 2"
GUTTER BRACE AT EACH BEAM
LOCATION
SMS
044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER
INTERNALLY w/(2) #12 SMS
ALTERNATELY 2xW/8" ANGLE BELOW GIRT, (2) #14 SMS INTO
BEAM & (2) #12 SMS INTO STRUCTURAL GUTTER
SIDE VIEW
TOP VIEW
DETAIL"H"
SCALE: NTS
NOTE F
INSTALL FASTENERS ALONG PERIMETER OF GUSSET
-BEAM JOINT 3/8" MIN, FROM EDGE. FASTENERS
MAY BE STAGGERED TO INSURE PROPER
QUANTITY PERTABLE B-1
FASTENER PATTERN MAY APPEAR DIFFERENT
FROM ILLUSTRATION.
MAINTAIN 1/2" SEPARATION BETWEEN FASTENERS.
MAINTAIN 3/8" MIN, FASTENER SEPARATION FROM
BEAM JOINT OR EDGE OF BEAM LAP
FASTENERS MAY BE EVENLY SPACED AROUND
EDGE OF GUSSET WITHIN 3/8" OF BEAM JOINT.
FASTENERS MAY BE STAGGERED TO INSURE
PROPER QUANTITY PER TABLE B-1
WOOD SCREW 18" O.C.
(2) #12 SMS
(2)#14x2"
WOOD SCREW
FASCIA (2"W MIN. EXISTING)
STRUCTURAL
GUTTER
'"ALTERNATELY SEE PAGE 5
.05V GUTTER STIFFNER
FASTEN TO FASIAw(2)
#12x2" WOOD SCREW
FASTEN TO GUTTER w(2)
#12 SMS ,
WHEN BEAM & PURLIN
HIT ON CORNER -
FASTEN OUTSIDE OF
BEAM & PURLIN
w/ 1/8"x2"92" ANGLE
& (4) #12 SMS EACH LEG
FASTEN INSIDE CORNER
�n (BEAM TO PURLIN)
w/ 2)#12S ANGLE
2 SMMS
INTO #1
INTO EA MEMBER
"ALTERNATELY SEE PAGE 5 (BEAM & PURLIN)
DETAIL "M" BEAM & PURLIN TO GUTTER
CONNECTION SCALE:NTS
2x2x1/8"ANGLE W(2)
912 SMS EA LEG —
(2) #12 SMS
GIRT
SMB
1/W.,Q"x4" STRAP
(2) #12 SMS INTO BEAM
(2) #12 SMS INTO GUTTER
GIRT
1/8"x2"x4" STRAP
(2)#12 SMS INTO BEAM
(2) #12 SMS INTO GUTTER \
5052-H32 GUSSET
ZNAL OR EXTERNAL
SMS ILLUSTRATED) 2x2x1/8"ANGLE 4(2)
#12 SMS EA LEG \
TABLE B-1
BEAM
SIZE
COL. TO
BEAM
OTY SMS`
SIDE OF COL.
BEAMTO
BEAM
OTYSM&
FACEISIDE
2x4
(5)#12
(9)#12
2 x 5
(5) #12
(9) #12
2 x 6
(7) #12
(9) #12
2x7
(10)#12
(1%#12
2 x 8
(12) #12
(14) #12
2 x 9
1 (14) #14
(14) #14
2 x 10
1 (16) #14
(15) #14
DETAIL "K" GUSSET CONNECTION
SCALE: NTS
SMB
414 WOOD SCREWS
O FASCIA 18" O.C.
GIRT
SIDE VIEW I STRUCTURAL GUTTER
(2) GUTTER BRACES
EACH w/(2) #12 SMS
INTO GUTTER & (2) #14
WOOD SCREWS INTO FASCIA
GIRT
FASCIA
(2) #12 SMS
TrI'o�
1/8S2"x4" STRAP
(2) 412 SMS INTO BEAM
GIRT
(2) #12 SMS INTO GUTTER
STRUCTURAL GUTTER
TOP VIEW
DETAIL "L"
CORNER CONNECTION
SCALE: NTS
N
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• � W
RECEIVED
i - N 00
DEC 0 4 2918
§T. Lucie County, Permitting w
rn 6i
(9) #10x2" SA
1/8" PLATE ON 45" ANGLE
OR 1/8"x2"x2° ANGLE w/(4)
#12 SMS INTO EACH
INTERSECTING MEMBER
PERIMETE
FRAMING
YEBOLT FOR
ABLE TENSION
1/8" STAINLESS STEEL
BRAIDED CABLE
DETAIL 1-2" CABLE CONNECTION
AT CORNER SCALE:NTS
40° MIN.
60" MAX.
4" MIN. SLAB
w/FOOTING
40° MIN.
60° MAX.
1/8" STAINLESS STEEL
BRAIDED CABLE
13/8" DIAx3" EMBED
CONC. SCREWANCHOR
(TAPCON OR EQUAL)
3000 PSI CONC.
6x6-10x10
W WM OR FIBERMESH W
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4" MIN. SLAB/
\ 1.5"x5.5"ALUM. STRAP
w/FOOTING
W(2) 1/4" DIA x2-114"
MASONRYANCHOR
(TAPCON OR EQUAL)
DETAIL °'I-1" CABLE CONNECTION
AT FOUNDATION
SCALE: NTS
3000 PSI CONC.
6x6-10x10
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DESIGN DATE:
1112812018
REVISION I:
DATE
PAGE:
REVISION 2:
DATE
4
SCALE:
NTS
3116" 5052-H32 GUSSET
2" X PURLINS ATTACH TO
BEAM WITH MIN (4) #10 X 1 1/2" SMS
PLACE WASHER UNDER SCREW
IN GUSSET CORNER
1 1/4"
@ 1 1/4" O.C.
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1. GUSSET DIMENSION ARE MINIMUM (2)
REO'D (1) EA SIDE OF BEAM - MAYBE
INTERNAL OR EXTERNAL
2. AS BEAM SIZE CHANGES, ADD OR
SUBTRACT SCREWS TO MAINTAIN 1-1/4" C/C SPACING
3. GUSSET LENGTHS REMAIN CONSTANT
WIDTHS CHANGE TO MATCH BEAM SIZE.
2"X2"Xi/8" ANGLE X 4" LONG
PROVIDE #14 X V INTO EACH
MEMBER AS INDICATED
BELOW PROVIDE INTERIOR
ANGLE ABOVE AND BELOW
CHAIRRAIL
EXTERIOR
CORNERPOST
x2x
RAIL
1" x 2" O.B.
PATIO SECTION
3" x 3" x 0.050" MIN., 6063-T6 ALLOY
PLATE DR STRONGER (ONE SIDE) WITH
(3) - 912 x 3/4" S.M.S. EACH SIDE AS
10WN (3/8" MIN. PLATE EDGE DISTANCE
I & C-C FASTENER SPACING)
�K-BRACE
LATERAL "IV' -BRACING
CONNECTION DETAILS
GUSSET
PER E4
3" x 2" x 0.050" MIN., 6063-T6 ALLOY
PLATE DR STRONGER (ONE SIDE)
(3) - #12 x 3W' S.M.S.,
EACH SIDE AS SHOWN
(1/2" MIN. PLATE EDGE
DISTANCE & C-C
FASTENER SPACING)
.i
ANGLE
V INTO EACH
JICATED BELOW
CORNER
(2) #10 X 1 1/2" SMS
THRU SCREW BOSSES
SLAB/FOOTING
NOTES: SEE PLAN
1. CONNECTION DETAIL
AT EAVE RAIL SIMILAR
SELF MATING
BEAM
CONTRACTOR TO INSTALL
(2) #14 X 2" SMS THRU BRACE
INTO BEAM THRU GUSSET
PLATE
CORNER POST
2"x 2 x 0.093
BRACE (fYF
3/8" 0 CONCRETE ANCHOR (2 PLATES)
FOUNDATION IN LIEU OF TYP. 1/4" 0 CONCRETE
SCREWS FOR CORNER COLUMN
LATERAL "IV' -BRACING
CONNECTION DETAILS
6"
V X 2" O.B. FASTENED TO CORNER
POST W/#12X11/2"SMS AT 6'FROM = �-
TOP & BOTTOM RAILS TYPICALLY @ 24' O.C.
1/8"X2"X2" EXTRUDE ANGLE 5052
H-32 ALLOY EA CORNER W/ (2) #14 X 2" _
SMS INTO POST &(1)3/6"DIA
CONCRETE SCREW ANCHOR INTO ..
CONCRETE
9, ,
RECEIVED
2114 ` DEC 042018
OR B--I-
ST. Lucie County, Permitting
SIDE VIEW
CORNER K-BRACE DETAIL
SCALE: N.T.S.
(4) 914 X 314
INTO
1" X 2" BASE PLATE
ANCHORED TO CONC W/ 1/4"
CONCRETE SCREWANCHOR
(MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
FRONT VIEW
CORNER POST W/ 1"X 2" @
BACKSIDE
3/8" X LENGTH AS REQUIRED
FOR 21/4" EMBED CONCRETE
SCREWANCHOR INTO
CONCRETE
CP-1 CORNER POST TO CONCRETE DETAIL
A-4 SCALE: NTS
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COLUMN
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S.M.S. AS SHOWN (1/2" MIN.
DESIGN DATE: 1112812018
PLATE EDGE DISTANCE 8,
LATERAL"K"-BRACING C-C FASTENER SPACING)
CONNECTION DETAILS
REVISION 1: DATE
PAGE:
REVISION 2: DATE
SCALE: NTS