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I m m PROJECT ADDRESS:
CRANDAIL
D - 12782 NW MARINER CT.,
IV m PALM CITY, FL
FLORIDA ENGINEERING LLC
4456 TAMIAMI TRAIL, UNIT B14_
PORT CHARLOTTE, FLORIDA 33980
(941) 391-5980
www.flengineeringllc.com
PROJECT NO. 1719932
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Craig E. Gunderson, P.E. #60102
CA CERT. #30782 DATE: 07/26/2017
GENERAL NOTES
1. DESIGN CRITERIA:
ALUMINUM SPECIFICATIONS:
APPLICABLE CODES, REGULATIONS & STANDARDS:
1. THE 2014 FLORIDA BUILDING CODE, 5TH 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. ACI318 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: D
3. SCREENED ROOF ENCLOSURE FBC 2014 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
IL 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. IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN
SOUND CONDITION, FREE FROM STRUCTURAL CRACKING,
SPALLING & OTHER DETERIORATION. NO ADDITIONAL FOOTING
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED
CONSTRUCTION.
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.
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 BE PER FBC.
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
FASTNER SPECIFICATIONS:
1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED.
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
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:
1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
R4101.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
2. ALUMINUM ADDITIONS ARE NOT TO BE IINtr3i ALLED 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 iViANUFACTURED 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.
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.
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.
LEGEND: (ALL MAY NOT APPL
SCR = SCREEN
KP = KICK PLATE
PW = PICTURE WINDOW
X = HORIZ. SLIDING WINDOW
0 = HORIZ. STATIONARY WINDOW
DH = DOUBLE HUNG WINDOW
SH= SINGLE HUNG WINDOW
SIP = SOLID INSULATED PANEL
CT = CABLE TIE
SG = SUPER GUTTER
CS = CLEAR SPAN
KB = KNEE BRACE
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2"x2"4.044"
2 x 3: 2"x3"x0.044"
2 x 4: 2"x4"4.044"
2 x 5: 2"x5"4.050"
OPEN BACK SECTIONS
1 x 2: 1 "x2"x0.044"
1 x 3: 1 "x3"4.044"
SNAP SECTIONS
2 x 2 SNAP: 2"x2"x0.050"
2 x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"x4"0.045"
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"4.050"4.120"
2 x 7 SMB: 2"x7"4.057"4.120"
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"x0.398"
NOTE: AS INDICATED AOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES.
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DESIGN DATE: 07/26/2017
REVISION 1: DATE PAGE:
REVISION 2: DATE I�
SCALE: NTS 1
FLASHING
1"x2" FASTEN TO COL. (INTERNAL)
W/(2) #10x1-1/2" SMS, FASTEN TO
EAVE RAILS ABOVE W/ #10X1-1/2" SMS
24" O.C. AND 6" FROM END.
TABLE D
BEAM QTY EACH SIDEISIZE
2 x 3
4/12
2 x 4
8/10
2 x 5
8/10
2x6
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 5116"
TAPCON XL (RED HEAD MFG.) MASONRY
ANCHORS TO PENETRATE UNDERLYING
CONCRETE FOOTING 2-1/4"" (MIN.)
ALTERNATELY 5" x 1/4" QUICKSETS 2-14' EMBEDMENT
(2) #1 Ub
INTO BI
BEAM
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1/8"x2"x2"x ANGLE
SNAP SECTION TYP.
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; 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 I 2 - #12 SMS
I I 1/4" TAPCON XL (RED HEAD MFG. OR EQUAL)
2 @ lx2 BASE
2 @ SLAB (BEYOND)
VQ" BASE PLATE ANCHORED
TO CONC w/ 1/4" MASONRY
```` ``` ; ``` ANCHOR 6" MAX EACH SIDE
OF POST AND 24" O.C. MAX
CONC. FOOTING BELO FRONT VIEW
DETAIL "B" - 2"x4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: NTS
(2) #1 Ox3" SMS INTO SCREW
BOSSES FOR EDGE MEMBEF
EDGE MEMBER
OR PURLIN
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0.0625" 6063-T6 FLAT PLATE
w/(8) #104/4" SMS, MIN. 1/2"
EDGE DISTANCE, PLATE MAY BE
FASTENED INTERNALLY TO BRACE
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DETAIL "D" - ROOF BRACING CONNECTION
DETAIL SCALE: NTS
*ALL MEMBERS PER PLAN
'MEMBERS VARY PER PLAN
FASTEN TOP OF HEADER TO INTERSECTING
MEMBER w/(2) #10 SMS w/1"
PENETRATION INTO SCREW BOSS OF
MEMBER - TYP. BOTH SIDES
DOORJAMB
PER PLAN
FASTEN HEADER w/(2) #10x3"
INTO SCREW BOSS OF HEADER
ALTERNATE HEADER CONNECTION
WHEN Z-BAR IS USED'- FASTEN
Z-BAR TO COUHEADER AT EACH
CORNER AND 18" O/C
ALTERNATE BASE PLATE CONNECTION
ATTACH MEMBER TO BASE PLATE
(INTERNAL) w/(2) #10x2" SMS
ATTACH BASE PLATE TO MEMBER
w/(2) #1W" SMS INTO SCREW
BOSS OF BASE PLATE �l
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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 4
III 1 MEMBER
#10)Q" SMS INTO
REW BOSSES
UPRIGHT, BEAM -SNAP, I z Z < 0
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OR POST DETAIL SCALE: NTS uJ 0
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1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OF
COLUMN 1-1/2" PENETRATION INTO UNDERLYING FOOTING
DETAIL "F -DOOR JAMB & HEADER
CONNECTION SCALE: NTS
2' 'X063" - DIM. TO MATCH PURLIN
SIZE RECEIVING CHANNEL
(2) #12 SMS INTERNAL TO EAVE
RAIL (3) #12 EACH SIDE INTO PURLIN
EAVE RAIL - SEE PLAN
tQ OPEN BACK
EXTRUSION
(2) #10x2" SMS THRU 1x2 INTO
EAVE RAIL EACH SIDE OF COLUMN
DETAIL "G" - SLOPED PURLIN
CONNECTION SCALE: NTS
(12) #12x1" SMS
@ 1" SPACING
2"x2" EDGE BEAM \
(2) #lOx3" SMS
INTO SCREW BOSSES
CONNECTING EDGE
BEAM TO PURLIN
ALTERNATE DETAIL "G" SLOPED
PURLIN CONNECTION SCALE: NTS
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SCREW BOSSES FOR SMB
OR SNAP COLUMN
1'SQ" SNAP
NOTCH COLUMN AS REQ'D.
COLUMN PER PLAN
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DESIGN DATE: 07/26/2017
REVISION 1: DATE PAGE:
REVISION 2: DATE �]
SCALE: NTS J
'GIRT FASTENED INTERNALLY AT EACH END
w/#10xl.5" EACH SCREW GROOVE. FASTEN i
TO BEAM w/ 2x2x.125 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"Y2"xl/8" ANGLE
w/(2) #12 SMS-_
EACH LEG
BEAM __� o
#12 SMS
0
0
CLOSE BOTTOM OF 0 0
BEAM WHEN TRIMMED
044 RECEIVING CHANNEL,
FASTEN w/(2) #12 SMS FOR BEAM OVER 2x5
EACH SIDE OF B 044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER
INTERNALLY w/(2) #12 SMS
ALTERNATELY 2x2x1/8" ANGLE BELOW GIRT, (2) #14 SMS INTO
BEAM & (2) #12 SMS INTO STRUCTURAL GUTTER
SIDE VIEW
FOR BEAMS ABOVE 2x8 INSTALL
GUTTER BRACE AT MIDPOINT
BETWEEN BEAMS & INCLUDE 2"
GUTTER BRACE AT EACH BEAM
LOCATION
#14)(2" WOOD
REW 18" O.C.
#10 SMS WITHI
OF BEAM & 24"
2x2xl/8" AN(
EA SIDE OF
w/(2) #12 SN
EACH LEG E
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 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
FASTEN GUTTER TO
FASCIA w/ #14x2"
WOOD SCREW 18" O.C.
(2) #12 SMS
(2) #14x2"
WOOD SCREW
FASCIA (2'k6" MIN. EXISTING)
STRUCTURAL
GUTTER
ALTERNATELY SEE PAGE 5
5052-H32 GUSSET
TABLE B-1
BEAM
SIZE
COL. TO
BEAM
QTY SMS/
SIDE OF COL.
BEAM TO
BEAM
QTYSMS/
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 1
(16) #14
(15) #14
DETAIL "IC' 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 _/ —
DETAIL "M" BEAM & PURLIN TO GUTTER
CONNECTION SCALE: NTS
(2) #12 SMS
2)Qx1/8"ANGLE w/(2) GIRT
#12 SMS EA. LEG
SMB o
o0 1 00
WHEN BEAM & PURLIN
HIT ON CORNER -
FASTEN OUTSIDE OF
BEAM & PURLIN
w/ 1/8")2"x2" ANGLE
& (4) #12 SMS EACH LEG
FASTEN INSIDE CORNER
(BEAM TO PURLIN)
w/ 1/8"x2"x2" ANGLE
w/(2) #12 SMS
INTO Ell MEMBER
(BEAM & PURLIN)
(2) #14 WOOD SCREWS
INTO FASCIA 18" O.C.
GIRT
1/8"4"x4" STRAP
(2) #12 SMS INTO BEAM
STRUCTURAL GUTTER
(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'k4" STRAP
(2) #12 SMS INTO BEAM
GIRT
(2) GUTTER BRACES
(2) #12 SMS INTO GUTTER
FASCIANINTO
EACH w/(2) #12 SMS
GUTTER & (2) #14
WOOD SCREWS INTO FASCIA
2x2x1/8" ANGLE w/(2)
0
#12 SMS EA LEG
o
(2) #12
SMB
o 0
1/8'k2'5W STRAP
(2) #12 SMS INTO BEAM
GIRT
(2) #12 SMS INTO GUTTER
STRUCTURAL GUTTER
TOP VIEW
DETAIL "L" CORNER CONNECTION
SCALE: NTS
n
(9) #10x2" Sh
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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40° MIN.
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60° MAX.
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X
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3/8" DIA x 3" EMBED
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WWM OR FIBERMESH \
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4" MIN. SLAB
w/FOOTING
1.5'45' ALUM. STRAP
w/(2) 1/4" DIA x2-1/4"
MASONRY ANCHOR
(TAPCON OR EQUAL)
DETAIL'"I-1" CABLE CONNECTION
AT FOUNDATION SCALE: NTS
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DESIGN DATE:
07/26/2017
REVISION 1: DATE
PAGE
/�
4
REVISION 2: DATE
SCALE: NTS
3/16" 5052-H32 GUSSET
#14 SMS @ 1 1/4" O.C.
2" X PURLINS ATTACH TO
BEAM WITH MIN (4) #10 X 1 1/2" SMS
PLACE WASHER UNDER SCREW
IN GUSSET CORNER
0
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0 0 0
0 0 0
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°
1 1/4" (TYPICAL) ° 0 o
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5
,::
2318
_�2 31
5' 0
51a g
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 NDICATED
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 (3/8" MIN. PLATE EDGE DISTANCE
& C-C FASTENER SPACING)
x2x0.0
K-BRACE
LATERAL "W'-BRACING
CONNECTION DETAILS
GUSSET PLATE
PER E-SERIES
3" x 2" x 0.050" MIN., 6063-T6 ALLOY
PLATE DR STRONGER (ONE SIDE)
(3) - #12 x 3/4" S.M.S.,
EACH SIDE AS SHOWN
(1/2" MIN. PLATE EDGE
DISTANCE & C-C
FASTENER SPACING)
, I
O_
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. lyj
:1" INTO EACH
DICATED BELOW 1/8" X 2" X 2" EXTRUDE ANGLE 5052 a t—
H-32 ALLOY EA CORNER W/(2)#14 X 2" c '�
SMS INTO POST & (1) 3/8DIA
CORNER POST " � �� _ 0 N
CONCRETE SCREW ANCHOR INTO
CONCRETE
U O
✓ W
(2) #10 X 1 1/2" SMS rn LLI
THRU SCREW BOSSES 21/�4'M dCONC U
CHOR FfBEDMENT
SLAB/FOOTING J r p o
NOTES: SEE PLAN J m �
M
I L
OPN
1. CONNECTION DETAIL 7 r 1� r co
AT EAVE RAIL SIMILAR SIDE VIEW v
Z Z Q U
CORNER K-BRACE DETAIL o
SCALE: N.T.S. W -J Q ap rn
J
W W Lo
.
SELF MATING !!!���2�����!!! �_ I"' M C
/—BEAM I
(4) #14 X 3/4" SMS I I /CORNER POST W/ V X 2" @ C O "— .
INTO POST S F-4 BACKSIDE . � 1 -F f1%
DETAIL #2
1" X 2" BASE PLATE
ANCHORED TO CONC W/ 114" J
CONTRACTOR TO INSTALL CONCRETE SCREW ANCHOR
(2) #14 X 2" SMS THRU BRACE (MIN. 1 1/4" EMBED)
INTO BEAM THRU GUSSET 6" MAX EACH SIDE OF POST
PLATE AND 24" O.C. MAX
FRONT VIEW
CORNER POST
K BRACE
2"x 2 x 0.093
BRACE(TYE
3/8" H CONCRETE ANCHOR (2 PLATES)
FOUNDATION IN LIEU OF TYP. 1/4" H CONCRETE
SCREWS FOR CORNER COLUMN
LATERAL "IV' -BRACING
CONNECTION DETAILS
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
6" x 5" x 0.050" COLUMN
6063-T6 ALLOY PLATE
(ONE SIDE) OR STRONGER 2 x 2 x 0.093
BRACE (TYP.)
K-BRACE
2 x 3 x 0.070 CHAIR RAIL
O O
O O i O GIRT(CHAIRRAIL)
K-BRACE � _ I O
O I
2x2x0.093
BRACE (TYP.) (11 TOTAL) - #12 x 3/4"
S.M.S. AS SHOWN (1/2" MIN.
PLATE EDGE DISTANCE &
LATERAL "W'-BRACING C-C FASTENER SPACING)
CONNECTION DETAILS
t
0
0
0
POST
r ,
(3)1/4" DIA MACHINE BOLTS
w/ 314" DIA WASHERS THRU
CARRIER BEAM & POST
CARRIER BEAM
VARIES
1"x2" MEMBER
FOR SCREENING
HORIZONTAL BEAM
ON ITS SIDE
(IF REQUIRED)
RECEIVING CHANNEL
OR ANGLE EACH SIDE
(6) #104.75" SMS
EACH SIDE
(12) #10x0.75" 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
( ��_�
o
2" FROM EDGE 2" FROM EDGE
OF SLAB' —To
OF SLAB
TOP VIEW
(2) 1/4" DIA MACHINE
BOLTS w/ WASHERS
3')OW.125" POST
(2) 3/8" DIA EXPANSION BOLTS
SEE NOTE #1 THIS PAGE
FOR BOLT PLACEMENT I
3"Xd"x0.125 ANGLE
CONC. FOOTING
BELOW.
FRONT VIEW
3"x3" POST CONNECTION DETAIL
SCALE: NTS
2"x2" FASTENED TO CARRIER (3) 1/4" DIA MACHINE BOLTS
BEAM w/(2) #tOx1-1/2" SMS INTO w/ 3/4" DIA, WASHERS THRU I I
SCREW BOSSES EACH END\ RECEIVING CHANNEL CARRIER BEAM &POST\ POST I
CARRIER B
--
ROOF BEAM
(3) 1/4" DIA MACHINE BOLTS(SLOPED
OR FLAT)- -w/ a
3/4" DIA WASHERS THRU
NOTE USE SIMILAR DETAILCARRIER
BEAM 8 POST
FOR NOTCHED UPRIGHT ----------------- - (3) 1/4" DIA MACHINE
CONNECTIONTO CARRIER BOLTS w/ 3/4" DIA,
BEAM WASHERS RU CARRIER
TOP VIEW BEAM & POST
V50 MEMBER
I
FOR SCREENING
¢ (5) #12X3/4" SMS --------------------
I
(5 EACH SIDE) O CARRIER BEAM
I
I
(2) ROWS OF (5)
#10x1-1/2" SMS @ 24"
#12X3/4" SMS j
O.C. MAX CONNECTING
CARRIER BEAM p
TO Vx2" CARRIER B
j (3) 1/4" DIA MACHINE
NOTE: FOR DOUBLE OR TRIBLE CARRIER I BOLTS w/ 3/4" DIA
#10xl l/2" SMS @ 24"
BEAM, OUTSIDE WEBS SHALL OVERLAP I CARRIER
O.C. MAX CONNECTING
BWASHERS EAM & POST
4x4 POST OR NOTCH POST AS ABOVE ®
TO1SQ"POST
FOR 6x6 POST. ALL CASES, CONNECT ------------- I
USING MACHINE BOLTS DECRIBED ABOVE. i
CARRIER BEAM TO POST CONNECTION DETAI
SCALE: NTS
2"x SMB
(SEE SHEET S-2
FOR SIZE)
Z(2)
(2) 3/8" DIA EXPANSION BOLTS
SEE NOTE #1 THIS PAGE
1/4" DIA MACHINE
FOR BOLT PLACEMENT
BOLTS w/ WASHERS
2" FROM EDGE
2" FROM EDGE
OF SLAB'
OF SLAB'
TOP VIEW
3"�"x0.12-5" POST
STITCH wl(2)
4" SMS
(2) 1/4" DIA MACHINE BOLTS
@ 12-
@ 12" O.C.
w/ WASHERS (2 TOTAL PER
POST/SMB CONNECTION)
I
2"x SMB
(SEE SHEET S-2
(2) 3/8" DIA. EXPANSION BOLTS
I
I
I
FOR SIZE)
SEE NOTE #1 THIS PAGE
FOR BOLT PLACEMENT—
3"x3 W.125" ANGLE
CONC. FOOTING
BELOW
FRONT VIEW
3"x3" 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 U-CHANNEL W/ (3) 2-1/4" TAPCONS INTO WALL AND (5) #12 x 3/4" INTO BEAM E/S
(3) 1/4" DIA MACHINE BOLTS/ POST
w/ 3/4" DIA, WASHERS THRU
CARRIER BEAM & POST
I COP
FRONT VIEW
CORNER CARRIER BEAM CONNECTION DETAI
SCALE: NTS i FIL't
(4) 3/8"x4" TAPCON THRU
BOTTOM LEG OF ANGLE
1n e%rnn:r
3-3/4" FROM EDGE
OF SLAB
TOP VIEW
(3) 1/4" DIA MACHINE
BOLTS WWASHERS
(4) 3/8"x4" TAPCON
THRU BOTTOM LEG
OF ANGLE INTO COI
COLUMN PER PLAN
1/8"x2"x2"X33/4"
(LENGTH) ANGLE
(INTERNAL)
CONC. FOOTING
BELOW
FRONT VIEW
ALT. COLUMN BASE ATTACHMENT
DETAIL SCALE: NTS
(2)1/2" DIA EXPANSION BOLTS
SEE NOTE #2 THIS PAGE
FOR BOLT PLACEMENT\
l�t_
3-3/4" FROM EDGE 3-3/4" FROM EDGE
OF SLAB (TYP.) OF SLAB (fYP.)
TOP VIEW
(3) 1/4" DIA MACHINE
BOLTS w/ WASHERS
4"x4"x0.125" POST
(2) 1/2" DIA EXPANSION
BOLTS SEE NOTE #2 2"x4"x0.125 ANGLE
THIS PAGE FOR BOLT
PLACEMENT
......... ;
CONC. FOOTING
BELOW
FRONT VIEW
4"x4" POST CONNECTION DETAIL
SCALE: NTS
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