HomeMy WebLinkAboutBUILDING PLANSGENERAL NOTES
1. DESIGN CRITERIA:
1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIFICALLY
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM &
CHAPTER 23 WOOD.
- 2.-ASCE-7=1-0-&-SE17- - - -- - - - - ----
3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
4. AC1318 CONCRETE REFRENCE MANUAL.
5. PCI PRECAST & PRESTRESSED CONCRETE.
6. AA ASM 35 & AA ADM 1
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:
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESSS
OTHERWISE SPECIFIED.
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
#12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER. ST. LUCIE COUNTY BUILDING DIVWN
3.. ROOF_ BRACING SHALL.BE-A_MINIMU.M 2"X2!X.050". _ _- REVIEWED FOR COMPLIANCE..✓
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS REVIE D I
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 DATES
INCHES. PLANS AND PERMIT MUST BE KEPT OB
5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN SITE OR NO INSPECTIONS) WILL ADE
WIND SPEEDS EXCEED 75 MPH PER FBC.
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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 MAINTAINTHESCREENS,
AND FASTENERS TO MANUFACTURING SPECIFICATIONS.'
3. WHERE WOOD DECK IS PRESENT USE 1/4'•'X3-1/2" 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.
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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.
MISCELLANEOUS:
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 DECKw/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
O = HORIZ. STATIONARY WINDOW i HE'SF
- PL AW AND Al
DH = DOUBLE HUNG WINDOW
ARE
USJECTTOAN'
SH= SINGLE HUNG WINDOW.
REM
IRED BY FIELD I
SIP = SOLID INSULATED PANEL
MAY
3E NECESSARY
CT = CABLE TIE
COM
3LY WITH ALL A
SG = SUPER GUTTER
CS = CLEAR SPAN
KB = KNEE BRACE
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ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS CONCEALED FASTENERS OR ATlACI +M,
2 x 2: 2"x2"x0.044" ARE n4E RESPONSIBILITY OF THE
2 x 3: 2"x3"x0.044" C NTRACTOR OR RECORD
2 x 4: 2"x4"x0.044"
2 x 5: 2"x5"x0.050"
OPEN BACK SECTIONS
1 x 2: 1 "x2"x0.044"
1 x 3: 1 "x3"x0.044"
SNAP SECTIONS
2 x 2 SNAP: 2"x2"x0.050"
2 x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"x4"x0.045"
SELF MATING (SMB)
2 x 4 SMB: 2"x4"x0.044"x0.100"
2 x 5 SMB: 2"x5"x0.050"x0.100"
2 x 6 SMB: 2"x6"x0.050"x0.120"
2 x 7 SMB: 2"x7"x0.057"x0.120"
2 x 8 SMB: 2"x8"x0.072"x0.124"
2 x 9 SMB: 2"x9"x0.082"x0.124"
2 x 10 SMB: 2"x10"x0.092"4.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES.
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BY
St Lucie County
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DESIGN DATE: 09/05/2018
REVISION 1: DATE PAGE:
REVISION 2: DATE I�
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FLORIDA ENGINEERING LLC
m PIONEER SCREEN LLC
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N Z D 4456 TAMIAMI TRAIL, UNIT B14
m PORT CHARLOTTE FLORIDA 33980
c' m m PROJECT ADDRESS: (941) 391-5980
N CUTLING www.flengineeringlic.com
D C, 704 NW WINTERS CREEK RD, Craig E. Gunderson, P.E.#60102
N m PALM CITY, FL PROJECT NO. 1824113
• • CA CERT. #30782 DATE: O9/O6/2018
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4/12
2x4
8/10
2 x 6
10/10
2 x 7
12/10
2x8
8/14
2 x 9
9/14
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BEAM
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QTY PER TABLED
0.0625" 6063-T6 FLAT PLATE
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INSTALL BRACE
w/(8) #1Ox3/4" SMS, MIN. 1/2"
co
NOTCH PROFILE MAY VARY
TO CORNER
EDGE DISTANCE, PLATE MAY BE
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(4) #10x2'' SMS INTO
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TO PERMIT CORRECT # SMS
__-_ _ FASTENED INTERNALLY TO BRACE
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PURLIN
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SELF MATING OR HOLLOW
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DETAIL E - UPRIGHT TO BEAM
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SCALE: NTS
DETAIL "D" - ROOF BRACING CONNECTION
DETAIL "C" - GIRT OR PURLIN TO BEAM
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DETAIL SCALE: NTS
OR POST DETAIL SCALE: NTS
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"B" SECONDARY ANGLE SCHEDULE
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 )
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
4/ 8
`ALL MEMBERS PER PLAN
`MEMBERS VARY PER P
2"x2"x.063" - DIM. TO MATCH PURLIN
SIZE RECEIVING CHANNEL PURLIN
TO EAVE
RAIL1(3) #12SMS1NTERNAL EACH SIDE NTO PURLIN
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PENETRATION INTO SCREW BOSS OF
EAVE RAIL - SEE PLA °
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EXTRUSION z UPRIGHT O
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SELF -MATING OR it ii PER PLAN \ ii l
1/8"x2"x2"x ANGLE SNAP SECTION TYP. II EA E RAIL
SMS TH ID O INTO
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II II II II
II II =---------- — ---_— --V I U
2 - #12 SMS INTO COLUMN I i 1"x2" O.B. BASE PLATE-TYP, o II it ii W
1/4" MASONRY ANCHOR EACH o o I w
ANGLE - EACH SIDE COL. o o I 2-1/4" MIN. CONC. ii II ___________________________________ _ II =_ Q
ANCHOR EMBEDMENT c
FASTEN HEADER w/(2) #10x3"
INTO SCREW BOSS OF HEADER
2" MIN. WHEN GREATER DETAIL "G" -SLOPED PURLIN
THAN 2x4 UPRIGHT IS USED
SEE TABLE "B" SECONDARY ii ii ii CONNECTION SCALE• NITS
ANGLE SCHEDULE a ii ALTERNATE HEADER CONNECTION
WHEN Z-BAR IS USED - FASTEN
Z-BAR TO COL/HEADER AT EACH
II li CORNER AND 18" O/C
3000 PSI CONC. SLAB/ FTG. (TOP x R B PLATE
6x6-10x10 SIDE VIEW @ 1' SPACINGS (TOP OR BOTTOM)
WWM OR FIBERMESH Y
W
ALTERNATE BASE PLATE CONNECTION ii ti 2"x2" EDGE BEAM -1 W
li ATTACH MEMBER TO BASE PLATE J w
(INTERNAL) wl(2) #1 Ox2" SMS ii ii U
AT MASONRY ANCHOR ii ii PURL�C1 ; = z (n AT EACH ANGLE 2 - #12 SMS ii l
I II ATTACH BASE PLATE TO MEMBER ii ii (2) #10x3" SMS — ,, W
w/(2) #1Ox3" SMS INTO SCREW INTO SCREW BOSSES W .J
1/4" TAPCON XL (RED HEAD MFG. OR EQUAL) p -
2 @ lx2 BASE BOSS OF BASE PLATE II II CONNECTING EDGE �. l.L
2 @ SLAB (BEYOND) it ii II BEAM TO PURLIN U z
11 II II II I I 1'SQ" FASTENED TO COLUMN (n
w/(2) #10xl-1/2" SMS INTO U }
SCREW BOSSES FOR SMB w (� ~
"..... II II = .. z U
1"x2" BASE PLATE ANCHORED
TO CONC w/ 1/4" MASONRY --- ---- z z
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ANCHOR 6"MAX EACH SIDE I I U 0 F
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wNOTCH COLUMN AS REQ D
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COLUMN PER PLAN
Z
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3000 PSI CONC. SLAB/ FTG.
6x6-10x10 FRONT VIEW 1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OF COLUMN
WWM OR FIBERMESH & 24" O.C. MAX. 1-1/4" PENETRATION INTO UNDERLYING FOOTING DESIGN DATE: 09/05/2018
DETAIL "B" - 2"x4" OR LARGER SELF MATING ALTERNATE DETAIL "G" SLOPED REVISION 1: DATE PAGE
DETAIL "F" - DOOR JAMB & HEADER PURLIN CONNECTION SCALE: NTS
UPRIGHT TO DECK DETAILS SCALE: N.T.S. CONNECTION SCALE: NTS REVISION 2: DATE
SCALE: NTS
e
GIRT FASTENED INTERNALLY AT EACH EN
w/#10xl.5" EACH SCREW GROOVE. FASTEi,-
TO BEAM w/ 2x2xl25 ANGLE (2) #12 SMS
INTO BEAM & (2) #10x1-1/2" THRU ANGLE INTO
GUTTER WHERE NO GIRT IS PRESENT, ATTACH
ANGLE DIRECTLY TO GUTTER
2"x2"xl/8" ANGLE
w/(2) #12 SMS
EACH LEG
BEAM __� 0
CLOSE BOTTOM OF
BEAM WHEN TRIMMED
.044 RECEIVING �CHANNEL,FASTEN w/(2) #1
EACH SIDE OF B
#10 SMS WITHI
OF BEAM & 24"
2x2xl/8" AN(
EA SIDE OF
w/(2) #12 SN
EACH LEG E
FOR BEAMS ABOVE 2x8 INSTALL
GUTTER BRACE AT MIDPOINT
BETWEEN BEAMS & INCLUDE 2"
"-(2) #14x2" WOOD
(2) #12 SMS SCREW 18" O.C.
`FOR BEAM OVER 2x5
044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER
INTERNALLYw/(2) #12 SMS
ALTERNATELY 2x2xl/8" ANGLE BELOW GIRT, (2) #14 SMS INTO
BEAM & (2) #12 SMS INTO STRUCTURAL GUTTER
SIDE VIEW
TOP VIEW
DETAIL "H"
SCALE: NTS
FASTEN GUTTER TO
FASCIA w/ #14x2"
WOOD SCREW 18" O.C.
(2) #12 SMS
(2) #14x2"
WOOD SCREW
FASCIA (2"x6" MIN. EXISTING)
STRUCTURAL
GUTTER
"ALTERNATELY SEE PAGE 5
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NOTE F
INSTALL FASTENERS ALONG PERIMETER OF GUSSET
-BEAM JOINT 3/8" MIN, FROM EDGE. FASTENERS
MAY BE STAGGERED TO INSURE PROPER
QUANTITY PER TABLE 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
3/16"-5052-H32 GUSSET
INTERNAL OR EXTERNAL
(2X10SMBILLUSTRATED)
TABLE B-1
BEAM
SIZE
COL. TO
BEAM
QTY SMS/
SIDE OF COL.
BEAM TO
BEAM
CITY SMS/
FACE/SIDE
2 x 4
(5) #12
(9) #12
2 x 5
(5) #12
(9) #12
2 x 6
(7) #12
(9) #12
2 x 7
(10) #12
(10) #12
2 x 8
(12) #12
(14) #12
2 x 9
(14) #14
(14) #14
2 x 10
(16) #14
(15) #14
DETAIL" K" GUSSET CONNECTION
SCALE: NTS
.050" GUTTER STIFFNER
FASTEN TO FASIA w(2)
#12x2" WOOD SCREW
FASTEN TO GUTTER w(2)
#12 SMS r_
*ALTERNATELY SEE PAGE 5 _V"
DETAIL "M" BEAM & PURLIN TO GUTTER
CONNECTION SCALE: NTS
WHEN BEAM & PURLIN
HIT ON CORNER -
FASTEN OUTSIDE OF
BEAM & PURLIN
FASTEN INSIDE CORNER
(BEAM TO PURLIN)
w/ 1/8"x2"x2" ANGLE
w/(2) #12 SMS
INTO EA. MEMBER
(BEAM & PURLIN)
(2) #14 WOOD SCREWS
(2) #12 SMS INTO FASCIA 18" O.C.
2x2xl/8" ANGLE w/(2) GIRT \
#12 SMS EA LEG
SMB °
(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
DETAIL "1-2" CABLE CONNECTION
AT CORNER SCALE: NTS
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STAINLESS
BRAIDED CAB ESTEEL
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1/8'&'x4"
1/8" STAINLESS STEEL 3000 PSI CONC.
40° MIN. BRAIDED CABLE 6x6-10x10
STRAP
WWM OR FIBERMESH
(2) #12 SMS INTO BEAM
STRUCTURAL GUTTER
60° MAX.
(2) #12 SMS INTO GUTTER
SIDE VIEW
(2) GUTTER BRACES
EACH w/(2) #12 SMS
INTO GUTTER & (2) #14
WOOD SCREWS INTO FASCIA
GIRT
"
1/8"x2"x4"STRAP
GIRT
(P) #12 SMS INTO BEAM
2GUTTER BRACES
4" MIN. SLAB
(2) #12 SMS INTO GUTTER
FASCIAR
12 SMS
& (2) #14
w/FOOTING 3/8" DIA x 3" EMBED
EWS INTO FASCIA
CONC. SCREW ANCHOR
(TAPCON OR EQUAL)
2x2xl/8" ANGLE w/(2)
°
#12 SMS EA. LEG
0
3000 PSI CONC.
tl
40° MIN. 6x6-10x10
40° WE OR FIBERMESH
MAX.
(2) #12
SMB
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1/8"x2"x4" STRAP
(2) #12 SMS INTO BEAM
GIRT
(2) #12 SMS INTO GUTTER
STRUCTURAL GUTTER
4" MIN. SLAB
WFOOTING 1.5"x5.5" ALUM. STRAP
TOP VIEW
w/(2) 1/4" DIA x 2-1/4"
MASONRYANCHOR
(TAPCON OR EQUAL)
DETAIL "L"
CORNER CONNECTION
DETAIL 1-1" CABLE CONNECTION
SCALE: NTS
AT FOUNDATION SCALE: NTS
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DESIGN DATE:
09/05/2018
REVISION 1:
DATE
PAGE:
REVISION 2:
DATE
/�
4
SCALE:
NTS
3/16" 5052-H32 GUSSET
� #14 SMS @ 1 1/4" O.C.
BEAM WITH MIN (4) #10 X 1 112" SMS
PLACE WASHER UNDER SCREW
IN GUSSET CORNER
0
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0 0
1 1/4" (TYPICAL) �o
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0
231
5 8.i
PROVIDE #14 X 1" INTO EACH
MEMBER AS INDICATED BELOW
NOTES:
1. GUSSET DIMENSION ARE MINIMUM (2)
REQ'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"X1/8" ANGLE X 4" LONG
PROVIDE #14 X 1" INTO EACH
MEMBER AS INDICATED
BELOW PROVIDE INTERIOR
ANGLE ABOVE AND BELOW
CHAIRRAIL
EXTERIOR PLATE
GUSSET PLATE
PER E-SERIES
PURLIN
DETAIL #2
CORNER POST EAVE RAIL
3" x 2" x 0.050" MIN., 6063-T6 ALLOY
PLATE DR STRONGER (ONE SIDE)
1"x2"O.B.
PATIO SECTION
3" x 3" x 0.050" MIN., 6063-T6 ALLOY
PLATE DR STRONGER (ONE SIDE) WITH
(3) - #12 x 3/4" S.M.S. EACH SIDE AS
SHOWN (3/8" MIN. PLATE EDGE DISTANCE
X& C-C FASTENER SPACING)
x2x0.0
DACE (TYP.)
K-BRACE
LATERAL "PC -BRACING
CONNECTION DETAILS
(3) - #12 x 3/4" S.M.S.,
EACH SIDE AS SHOWN
(1/2" MIN. PLATE EDGE
DISTANCE & C-C
FASTENER SPACING)
CORNER POST
6"
1" X 2" O.B. FASTENED TO CORNER
POST W/ #12 X 1 1/2" SMS AT 6" FROM
TOP-&-BOTTOM-RAILS-TYPICALLY-@-24"
1/8" X 2" X 2" EXTRUDE ANGLE 5052
H-32 ALLOY EA CORNER W/ (2) #14 X 2"
SMS INTO POST & (1) 3/8" DIA
CONCRETE SCREW ANCHOR INTO
CONCRETE
(2) #10 X 1 1/2" SMS
THRU SCREW BOSSES z va^ MMKCONC
,,,,,,,ANCHOR EfBEDME
SLAB/FOOTING
NOTES: SEE PLAN
1. CONNECTION DETAIL
AT EAVE RAIL SIMILAR
SIDE VIEW
SELF MATING
BEAM
CONTRACTOR TO INSTALL
(2) #14 X 2" SMS THRU BRACE
INTO BEAM THRU GUSSET
PLATE
CORNER POST
CORNER K-BRACE DETAIL
SCALE: N.T.S.
2"
(4) #14 X 3/4" SMS
INTO POST
1"X2" BASE PLATE
ANCHORED TO CONC W/ 1/4"
CONCRETE SCREW ANCHOR
(MIN. 1 1/4" EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
POST W/ 1" X 2" @
3/8" X LENGTH AS REQUIRED
FOR 2 1/4" EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
FRONT VIEW
CP-1 CORNER POST TO CONCRETE DETAIL
A4SCALE: NTS
6" x 5" x 0.050"
6063-T6 ALLOY PLATE
K-BRACE (ONE SIDE) OR STRONGER
x
K-BRACE
2�O93
BRACE(TYP
2 x 3 x 0.070 CHAIR RAIL
�1 3/8" 8 CONCRETE ANCHOR (2 PLATES)
FOUNDATION IN LIEU OF TYP. 1/4" 8 CONCRETE
SCREWS FOR CORNER COLUMN
LATERAL "W'-BRACING
CONNECTION DETAILS
K-BRACE
COLUMN
I
x 2 x 0.093
RACE (TYP.)
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BRACE (TYP.) (11 TOTAL) - #12 x 3/4"
S.M.S. AS SHOWN (1/2" MIN.
PLATE EDGE DISTANCE &
LATERAL "K"-BRACING C-C FASTENER SPACING)
CONNECTION DETAILS
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DESIGN DATE:
09/05/2018
REVISION 1:
DATE
PAGE
REVISION 2:
DATE
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SCALE:
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