HomeMy WebLinkAboutREVISIONGENERAL 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. & 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
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
r
ALUMINUM SPECIFICATIONS:
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE SPECIFIED.
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
#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
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
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"X3-1/2" GALV LAG
CONCRETE & FOUNDATION DESIGN:
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER
SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE
IN THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE
SPECIFIED.
REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE
4. 1 "X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST
APPLICABLE:
A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED
A. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
1/4"X2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS
FOLLOWING COMPONENTS:
B. FOR WOOD APPLICATION USE #14X2-3/4" WOOD SCREW AT
I. PORTLAND CEMENT TYPE 1 - ASTM C 150
24" O.C. AND 6" FROM ENDS.
II. AGGREGATES - LARGE AGGREGATE 3/4" MAX. - ASTM C 33
C. FOR ALUMINUM APPLICATION USE #10X1-1/2" SMS OR TEK
o
III. AIR ENTRAINING +/- 1 /o - ASTM C 260
SCREW AT 24" O.C. AND 6" FROM ENDS
"OPEN
IV. WATER REDUCING AGENT - ASTM C 494
D. WHERE VX2" INSTALLED THROUGHOUT AN VIEW"
V. CLEAN POTABLE WATER
SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS
VI. OTHER ADMIXTURES NOT PERMITTED
MASONRY SPECIFICATIONS:
B. METAL ACCESSORIES SHALL CONFORM TO:
I. REINFORCING BARS - ASTM A615, GRADE 60
1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
II. WELDED WIRE FABRIC - ASTM A1.85
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED
C. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3"
ON TYPE M OR S MORTAR.
OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT
2. ALL MORTAR SHALL BE TYPE M OR S.
-PERMITTED.-- _
3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
_
D. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE-
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3
4. PROVIDE CLEAN -OUTS FOR -REINFORCED -CELLS CONTAINING -
INCLUDING HOT WHEATHER RECOMMENDATIONS.
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
E. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
HEIGHT.
F. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE
SUBSURFACE ARE FOR TERMITES IN COMPLIANCE WITH THE
MISCELLANEOUS:
RECEIVED
MAR 2 2 2018
ST. Lucie County, Permittin
AWNS ,
By
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.
FBC.
1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
G. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
BARRIER.
R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
2. FOOTING SIZE: EXISTING CONCRETE SLAB. NO ADDITIONAL
2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME.
PROPOSED CONSTRUCTION IF A MINIMUM 4" CONCRETE
IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPERATE 4TH
SLAB (3000 PSI) IS PROVIDED IN SOUND CONDITION, FREE
WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO
FROM STRUCTURAL CRACKING, SPALLING & OTHER
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.
DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER
3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
CONCRETE SLAB MINIMUM 8"x8" W/ (1) #5 BAR TO BE
THE FIELD.
VERIFIED BY CONTRACTOR. SEE TYPICAL FOOTING DETAILS
4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
FOR NEW FOOTING DESIGN MINIMUM REQUIREMENTS.
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
3. WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING,
GROUT WITH BONDING AGENT.
DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN.
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
HOLE, EMBED 4 MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
(OR EQUAL) TYP. ALL LOCATIONS.
STRUCTURE.
4. WHEN INSTALLING 4" CONCRETE SLAB -ADD ADJACENT TO
6. ALL 2X4 & GREATER ARE TO BE SMB UNLESS OTHERWISE INDICATED
EXISTING-DOWELL INTO EXISTING CONCRETE 48" O/C W/8" #5
REBARS- DRILL 3/4" HOLE 4" EMBEDMENT- EPDXY W/
RESPONSIBILITIES:
NON -SHRINKING "SIMPSON EPDXY TIE" (OR EQUAL).
1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED
5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
NOTED.
CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL
BE NOTIFIED OF ANY DISCREPANCIES.
LEGEND: (ALL MAY NOT APPL-p I-CTV- ,r
SCR = SCREEN
KP = KICK PLATEfE'L�'ED,
PW = PICTURE WINDOW i)ATE ,�lj
X = HORIZ. SLIDING WINDO A- S -\D
O = HORIZ. STATIONARY W�NP)YLNSP
DH = DOUBLE HUNG WINDOW'
SH= SINGLE HUNG WINDOW
SIP = SOLID INSULATED PANEL
CT = CABLE TIE
SG = SUPER GUTTER
CS = CLEAR SPAN
KB = KNEE BRACE
1603 -C:63 /
L1 TY BUILDNG D V
T MUST KEPT
1 WILL E MADE.
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2" x2"x0044"--- - -
2 x : 2"x3"x0.044"
2 x 3: -l?ME-PIANSA
3
IUD ALL PROPOSED WORK
2 x 4: 2"x4"0.044" ARE SUBJECT TO
ANY CORRECTIONS
2 x 5: 2"x5"0.050" REQUIRED BY F
ELD INSPECTORS THAT
OPEN BACK SECTIONS MAY EE NEC1111
AIRY IN ORDER TO
1 x 2: 1 "x2"x0.044" OQMRI.Y WITH
AIPWOARIA CODES,
1 x 3: 1 "x3"0.044"
_
SNAP SECTIONS �ONCF.ALED Ft
ENERS ON ATTACHMEM
2 x 2 SNAP: 2"x2"x0.050"2
ARE THEPONSISILP
OF THE
x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"x4"x0.045" CONTACTOR OF RECORD
SELF MATING (SMB)
2 x 4 SMB: 2"x4"0.044"0.100"
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"0.092"0.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICAT
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DESIGN DATE:
3/19/2018
REVISION 1: DATE
PAGE:
REVISION 2: DATE
SCALE: NTS
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FLORIDA ENGINEERING LLC
4456 TAMIAMI TRAIL, UNIT B14
PORT CHARLOTTE, FLORIDA 33980
(941) 391-5980
www.fiengineeringlic.com
1807126-2
CA CERT. #30782
E. GundersYn, P.E. #60102
5/16/2018
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FLASHING
1'W" FASTEN TO COL. (INTERNAL)
W/(2) #10xl-1/2" SMS, FASTEN TO
EAVE RAILS ABOVE W/#10X7-1/2" SMS
24" O.C. AND 6" FROM END.
TABLE D
BEAM QTY EACH SIDEIS17E
2x3
4/12
2 x 4
8110
2x5
8/10
2 x 6
10/10
2 x 7
12/10
2x8
8/14
2x9
9/14
2 x 10
9/14
MAINTAIN MIN, OF 5/8" SEPERATION
FROM EDGE OF BEAM SMS O.C.
DETAIL E - UPRIGHT TO BEAM
CONNECTION SCALE: NTS
'HORIZONTAL OR SLOPED
BEAM PER PLAN
NOTCHED TO RECEIVE
COLUMN WITHIN
SMS, (EACH SIDE)
QTY PER TABLE D
NOTCH PROFILE MAY VARY
TO PERMIT CORRECT # SMS
COLUMN PER PLANS
NOTE: WHERE PAVERS ARE PRESENT USE 5/16"
TAPCON XL (RED HEAD MFG.) MASONRY
ANCHORS TO PENETRATE UNDERLYING
CONCRETE FOOTING 2-1/4" (MIN.)
-ALTERNATELY 5" x 1/4" QUICKSETS 2-114" EMBEDMENT
(2) #10r
INTO BE
BEAM
INSTAL
TO COF
SELF -MATING OR
1/8"x2"x2"x ANGLE SNAP SECTION TYP.
5032 H-32 ANGLE PER PLAN
- I
2 - #10 SMS INTO COLUMN - - Vx2" O.B.-BASE PLATE-TYP.
1/4"MASONRY ANCHOR EACH P "I
ANGLE - EACH SIDE COL. 0 0 1-1/4" MIN. CONC.
ANCHOR EMBEDMENT
2" MIN. INCREASE DISTANCE
MIN 4" SLAB 3000 PSI WHEN GREATER THAN 2x4
CONC. w/FIBERMESH UPRIGHT IS USED
CONC. FOOTING BELOW SIDE VIEW
1/4" MASONRY ANCHOR
AT EACH ANGLE 2 - #12 SMS
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24 " TAPCON 1x2 BASE L (RED HEAD MFG. OR EQUAL)
2 @ SLAB (BEYOND)
1'S2" BASE PLATE ANCHORED
TO CONC w/ 1/4" MASONRY
ANCHOR 6" MAX EACH SIDE
OF POST AND 24" O.C. MAX
CONC. FOOTING BELOW FRONT VIEW
`NOTE:
FDETAIL "B" - 2"x4" TO 2"x7" SELF MATING FOR AND GREATER SEE
DETAIL ON PLAN VIEW
UPRIGHT TO DECK DETAILS SCALE: NTS
(2) #10x3" SMS INTO SCREW
BOSSES FOR EDGE MEMBER
EDGE MEMBER / � , OR PURLIN
EDGE MEMBER
OR PURLIN
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0,0625" 6063-T6 FLAT PLATE
w/(8) #10x3/4" SMS, MIN. 1/2"
EDGE DISTANCE, PLATE MAY BE
FASTENED INTERNALLY TO BRACE
DETAIL "D"- ROOF BRACING CONNECTION
DETAIL SCALE: NTS
'ALL MEMBERS PER PLAN
�MFMRFPC \/ARV PFR PI AN
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL w/(4) #10x75"
INTO GIRT OR PURLIN & (2) #14x75"
INTO BEAM OR UPRIGHT 0.062 ANGLE
CLIPS MAYBE USED
> PURLIN op,
UPRIGHT, BEAM -SNAP,
SELF MATING, OR HOLLOW
III S MEMBER
DETAIL "C" - GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE: NTS
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PER PLAN
#10x2" SMS INTO
REW BOSSES
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SIZE RECEIVING CHANNEL
(2) #12 SMS INTERNAL TO EAVE
RAIL (3) #12 EACH SIDE INTO PURLIN
EAVE RAIL - SEE PLAN--
1x2 OPEN BACK/
EXTRUSION
(2) #10x2" SMS THRU 1x2 INTO
EAVE RAIL EACH SIDE OF COLUMN - --
FASTEN HEADER w/(2) #10xT' /
INTO SCREW BOSS OF HEADER it
DETAIL "G" - SLOPED PURLIN
� ALTERNATE HEADER CONNECTION it CONNECTION SCALE: NTS
WHEN Z-BAR IS USED - FASTEN
Z-BAR TO COUHEADER AT EACH
CORNER AND 18" O/C
(12) #12x1" SMS
@ 1" SPACING
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ATTACH MEMBER TO BASE PLATE ii u
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w/(2) #10x3" SMS INTO SCREW ii a INTO SCREW BOSSES
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ALTERNATE DETAIL "G" SLOPED
DETAIL "I"' - DOOR JAMB & HEADER PURLIN CONNECTION SCALE: NTS
CONNECTION SCALE: NTS
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OR SNAP COLUMN
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NOTCH COLUMN AS REQ'D.
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DESIGN DATE:
3/19/2018
REVISION 1: DATE
PAGE:
REVISION 2: DATE
SCALE: NTS
GIRT FASTENED INTERNALLY AT EACH END
w/#10xl.5" EACH SCREW GROOVE. FASTEN
TO BEAM wl 2x2xl25 ANGLE (2) #12 SMS
INTO BEAM & (2) #10xl-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
FOR BEAMS ABOVE 2x8 INSTALL
GUTTER BRACE AT MIDPOINT
BETWEEN BEAMS & INCLUDE 2"
GUTTER BRACE AT EACH BEAM
LOCATION
BEAM 0 11 1(2) #12 SMS �� vtll- SCREW 18" OpOD
0
0
CLOSE BOTTOM OF o 0
BEAM WHEN TRIMMED
044 RECEIVING CHANNEL,
FASTEN w/(2) #12 SMS
EACH SIDE OF B
#10 SMS WITHII
OF BEAM & 24"
FOR BEAM OVER 2x5
044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER
INTERNALLY w/(2) #12 SMS
ALTERNATELY 2x2xl/8" ANGLE BELOW GIRT, (2) #14 SMS INTO
BEAM & (2) #12 SMS INTO STRUCTURAL GUTTER
SIDE VIEW
FASTEN GUTTER TO
FASCIA w/ #14x2"
WOOD SCREW 18" O.C.
(2) #12 SMS
2x2xl/8"ANGLE
EA SIDE OF BEAM
EA- SIDE
W OD S
WOOD SCREW
w/(2) #12 SMS
EACH LEG EACH SIDI?Z�i
FASCIA (2"x6" MIN. EXISTING)
STRUCTURAL
GUTTER
TOP VIEW
*ALTERNATELY SEE PAGE 5
- — - - -
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 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
5052-H32 GUSSET
TABLE B-1
BEAM
SIZE
COL. TO
BEAM
ON SMS/
SIDE OF COL.
BEAM TO
BEAM
CITY SMS/
FACEISIDE
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 \--
"ALTERNATELY SEE PAGE 5 —V —
DETAIL "M" BEAM & PURLIN TO GUTTER
CONNECTION SCALE: NTS
(2) #12 SMS
2x2xl/8" ANGLE w/(2) GIRT \
#12 SMS EA. LEG
SMB °
1/8"&'x4" STRAP
(2) #12 SMS INTO BEAM
(2) #12 SMS INTO GUTTER
WHEN BEAM & PURLIN
HIT ON CORNER -
FASTEN OUTSIDE OF
BEAM & PURLIN
w/ 1/8"x2'SC2" ANGLE
& (4) #12 SMS EACH LEG
FASTEN INSIDE CORNER
(BEAM TO PURLIN)
w/ 1/8"x2"x2" ANGLE
w/(2) #12 SMS
INTO EA MEMBER
(BEAM & PURLIN)
#14 WOOD SCREWS
'0 FASCIA 18" O.C.
o GIRT
SIDE VIEW ' STRUCTURAL GUTTER
(2) GUTTER BRACES
EACH w/(2) #12 SMS
INTO GUTTER & (2) #14
WOOD SCREWS INTO FASCIA
GIRT
"
1/8"x2"x4" STRAP
(2) #12 SMS INTO BEAM
GIRT
(2) GUTTER BRACES
(2) #12 SMS INTO GUTTER
FASCIA EACH w/(2) #12 SMS
INTO GUTTER & (2) #14
WOOD SCREWS INTO FASCIA
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(2) #12 SMS INTO BEAM GIRT
(2) #12 SMS INTO GUTTER STRUCTURAL GUTTER
TOP VIEW
DETAIL "L" CORNER CONNECTION
SCALE: NTS
(9) #104" Sn
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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60 MAX.
4" MIN. SLAB
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DETAIL 14' CABLE CONNECTION
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DESIGN DATE: 3/19/2018
REVISION 1: DATE PAGE.
REVISION 2: DATE
SCALE: NTS
3/16" 5052-1-132 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" (TYPICAL) o0
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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 X4" LONG
PROVIDE #14 X 1" INTO EACH
MEMBER AS INDICATED
BELOW PROVIDE INTERIOR
ANGLE ABOVE AND BELOW
CHAIRRAIL
EXTERIOR PLATE
CORNER POST
EAVE 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) - #12 x 3/4" S.M.S. EACH SIDE AS
SHOWN (318" MIN. PLATE EDGE DISTANCE
& C-C FASTENER SPACING)
x2x0.0
DACE (TYP.
K-BRACE
LATERAL "W'-BRACING
CONNECTION DETAILS
1" X 2" O.B. FASTENED TO CORNER
POST W/ #12 X 1 1/2" SMS AT 6" FROM
ANGLE TOP & BOTTOM RAILS TYPICALLY @ 24" O.C.
1" INTO EACH
DICATED BELOW 1/8" X 2" X 2" EXTRUDE ANGLE 5052
H-32 ALLOY EA CORNER W/ (2) #14 X 2"
SMS INTO POST & (1)
CORNER POST
CONCRETE SCREW ANCHOR
INTO
CONCRETE
6'
(2) #10 X 1 1/2" SMS I
THRU SCREW BOSSES 21/4•
NCHOF
SLAB/FOOTING
NOTES: SEE PLAN
1. CONNECTION DETAIL
AT EAVE RAIL SIMILAR ,
GUSSET PLATE
PER E-SERIES SELF MATING
PURLIN
CONTRACTOR TO INSTALL
(2) #14 X 2" SMS THRU BRACE
INTO BEAM THRU GUSSET
PLATE
CORNER POST
3" x 2" x 0.050" MIN., 6063-T6 ALLOY
PLATE DR STRONGER (ONE SIDE)
CORNER K-BRACE DETAIL
SCALE: N.T.S.
(4) #14 X 3/4" SMS
INTO POST
1" X 2" 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
FRONT VIEW
E
,-- _ CORNER POST W/ 1" X 2" @
BACKSIDE
3/8" X LENGTH AS REQUIRED
FOR 2 1/4" EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
CP-1 CORNER POST TO CONCRETE DETAIL
A-4 SCALE: NTS
(3) - #12 x 3/4" S.M.S., 6" x 5" x 0.050"
EACH SIDE AS SHOWN 6063-T6 ALLOY PLATE
(1/2" MIN. PLATE EDGE K-BRACE (ONE SIDE) OR STRONGER
DISTANCE & C-C
FASTENER SPACING)
K-BRACE
x 2 x 0.093
BRACE (TYP 2 x 3 x 0.070 CHAIR RAIL
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FOUNDATION IN LIEU OF TYP. 1/4" 0 CONCRETE
SCREWS FOR CORNER COLUMN
LATERAL "W'-BRACING
CONNECTION DETAILS
K-BRACE
2x2x0.093
BRACE (TYP.)
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LATERAL 'W-BRACING C-C FASTENER SPACING)
CONNECTION DETAILS
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DESIGN DATE: 3/19/2018
REVISION 1: DATE
PAGE.
5
REVISION 2: DATE
SCALE: NTS
1311/4" DIA MACHINE BOLTS
w/ 3/4" DIA WASHERS THRU
CARRIER BEAM & POST
0
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CARRIER BEAM
0
1
POST
VARIES
1"x2" MEMBER
FOR SCREENING
HORIZONTAL BEAM
ON ITS SIDE
(IF REQUIRED)
2'XL"x0.062"
RECEIVING CHANNEL
OR ANGLE EACH SIDE
(6) #104.75" SMS
EACH SIDE
(12) #104.75" SMS
2 ROWS OF (6) FOR
RECEIVING CHANNEL
OR (6) EACH ANGLE
BEAM TO POST DETAIL
SCALE: NTS
2" FOR SINGLE
HORIZONTAL BEAM
4" FOR DOUBLE
HORIZONTAL
BEAM OR 4"x4"
(2) 3/8" DIA EXPANSION BOLTS
SEE NOTE #1 THIS PAGE
FOR BOLT PLACEMENT
�
ZW" FASTENED TO CARRIER
BEAM w/(2) #10xl-1/2" SMS INTO
SCREW BOSSES EACH END,
CARRIER
(3) 1/4" DIA MACHINE BOLTS
w/ 3/4" DIA, WASHERS THRU
CARRIER BEAM & POST �
1"x2" MEMBER
FOR SCREENING
#10xl-1/2" SMS @ 24"
O.C. MAX CONNECTING
TO Vx2" CARRIER BEAR
#10xl1/2" SMS @ 24"
O.C. MAX CONNECTING
TO Vx2" POST
2"xZW.062"
RECEIVING CHANNEL
ROOF BEAM
(SLOPED OR FLAT)
NOTE USE SIMILAR DETAIL
FOR NOTCHED UPRIGHT
CONNECTIONTO CARRIER
BEAM
/(5) #12x3/4" SMS
(TYP. EACH SIDE)
(2) ROWS OF (5)
#12x3/4" SMS
NOTE: FOR DOUBLE OR TRIBLE CARRIER
BEAM, OUTSIDE WEBS SHALL OVERLAP
4x4 POST OR NOTCH POST AS ABOVE
FOR 6x6 POST. ALL CASES, CONNECT
USING MACHINE BOLTS DECRIBED ABOVE.
CARRIER BEAM TO POST CONNECTION DETAI
SCALE: NTS
(2) 1/2" DIA EXPANSION BOLTS
SEE NOTE #2 THIS PAGE
FOR BOLT PLACEMENT\
2' FIR DG_E_ iC O If2" FROM EDGE
OF SLAB ` OF SLAB
TOP VIEW
(2) 1/4" DIA MACHINE
BOLTS w/ WASHERS
C3 3"x"x0.125" POST
(2) 3/8" DIA EXPANSION BOLTS
SEE NOTE #1 THIS PAGE
FOR BOLT PLACEMENT `-3"x3"x0.125 ANGLE
CONC. FOOTING
BELOW
FRONT VIEW
3"x3" POST CONNECTION DETAI
SCALE: NTS
BOLTS w/ WASHE SS
(2) 1/2" DIA EXPANSION
BOLTS SEE NOTE #2
THIS PAGE FOR BOLT
PLACEMENT
TOP VIEW
125" POST
2"x SMB
(SEE SHEET S-2
FOR SIZE)
(3) 1/4" DIA MACHINE BOLTS
w/ 3/4" DIA, WASHERS THRU
CARRIER BEAM & POST,,
---._ (3) 1/4" DIA MACHINE
BOLTS w/ 3/4" DIA,
WASHERS THRU CARRIER
TOP VIEW BEAM & POST
0 / CARRIER BEAM
CARRIER BEAM 1 0
(3) 1/4" DIA MACHINE
BOLTS w/ 3/4" DIA
WASHERS THRU CARRIER
BEAM & POST
(3) 1/4" DIA MACHINE BOLTS/ POST
w/ 3/4" DIA, WASHERS THRU
CARRIER BEAM & POST
FRONT VIEW
CORNER CARRIER BEAM CONNECTION DETAI
SCALE: NTS
(4) 3/8"x4" TAPCON THRU
BOTTOM LEG OF ANGLE
INTO CONC.
3-314" FROM EDGE 3-3/4" FROM EDGE
OF SLAB (TYP.) OF SLAB
STITCH w/(2)
#12X3/4" SMS
@ 12" O.C.
(3) 1/4" DIA MACHINE
SMB
BOLTS wMASHERS\
SHEET S-2
SIZE)
(4) 3/8'W" TAPCON
i 2"x4"x0.125 ANGLE
THRU BOTTOM LEG
OF ANGLE INTO CONC
CONC. FOOTING
BELOW
FRONT VIEW
4"x4" POST w/ 2x SMB CONNECTION
DETAIL SCALE: NTS
NOTES:
1. 3x3 POST TO HAVE 3/8" RED HEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL, PROVIDE MINIMUM 2" FROM EDGE OF SLAB AND PROVIDE MINIMUM
2" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS. THREADED ROD REQUIRES 3" MINIMUM EDGE DISTANCE.
2. 4x4 POST TO HAVE 1/2" RED HEAD -TRUBOLT WEDGE ANCHORS (STAINLESS STEEL, PROVIDE MINIMUM 3-3/4" FROM EDGE OF SLAB AND PROVIDEBMINIMUM
3-3/4" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS.
3. WHERE PAVERS ARE PRESENT ANCHOR LENGTH SHALL BE INCREASED BY THICKNESS OF PAVER NOT TO EXCEED 2-1/2" FOR PAVER THICKNESS MORE THAN
2-1/2" SPECIFICATIONS SHALL BE REQUIRED. PAVERS SHALL BE BONDED TO UNDERLYING CONCRETE FOUNDATION.
4. WHERE RETURN WINDOW BEAM MEETS MASONRY WALL USE 1/8" U-CHANNEL W/ (3) 2-1/4" TAPCONS INTO WALL AND #12 x 3/4" INTO BEAM E/S QUANITY= BEAM SIZE
TOP VIEW
(2) 1/2" DIA EXPANSION BOLTS
SEE NOTE #2 THIS PAGE
FOR BOLT PLACEMENT\
_If�ll;.o
3-3/4" FROM EDGE 3-3/4" FROM EDGE
OF SLAB (TYP.) OF SLAB (TYP.)
TOP VIEW
COLUMN PER PLAN
(3) 1/4" DIA MACHINE
BOLTS w/ WASHERS
1/8"x2"x2"x33/4"
(LENGTH) ANGLE
(INTERNAL) (2) 1/2" DIA EXPANSION
BOLTS SEE NOTE #2
THIS PAGE FOR BOLT
PLACEMENT
CONC. FOOTING
BELOW
FRONT VIEW
ALT. COLUMN BASE ATTACHMENT
DETAIL SCALE: NTS
4'W'W.125" POST
"2"x4"x0.125 ANGLE
CONC. FOOTING
BELOW
FRONT VIEW
4"x4" POST CONNECTION DETAIL
SCALE: NTS
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DESIGN DATE:
REVISION 1:
REVISION 2:
SCALE:
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3/19/2018
PAGE:
NTS