HomeMy WebLinkAboutPOOL ENCLOSURE PAPERWORKGENERALNOTES
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. 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: 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:
1. PORTLAND CEMENT TYPE 1 -ASTM C 150
11. 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 Al85
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 Wl
NON -SHRINKING "SIMPSON EPDXY TIE" (OR EQUAL).
5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE
NOTED.
;;. UMINUM 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
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:
RECEIVED
APR 3 0 2019
ST. Lucie County, Permitting
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 APPL
SCR = SCREEN
KP = KICK PLATE
PW = PICTURE WINDOW
X= HORIZ. SLIDING WINDOW
O = 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"x0.044"
2 x 3: 2"x3"x0.044"
2 x 4: 2"x4"4.044"
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"4.045"
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"xl0"x0.092"x0.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
:IN INCHES.
Tg D4- 6-711
Fj44
BY
St. Lucie County
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PORT CHARLOTTE, FLORIDA 33980
N mmi IT PROJECT ADDRESS: (941 ) '391 _55980
KLIEBACK www.flengineeringlic.com
1487 NW SWEET BAY CIR raig E. Gunderson, P.E. #60102
jV m PALM CITY, FL PROJECT NO. 1910541
CA CERT.#30782 TE: 04/18/2019
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W/(2) #10x1-1R" SMS, FASTEN TO
EAVE RAILS ABOVE W/410Xt-1/2" SMS
24'O.C. AND 6°FROM END. \
TABLE D
BEAM QTYEACHSIDESRE
2x3
4/12
2x4
8/10
2x5
8/10
2x8
10/10
2x7
12110
2x8
8/14
2 x 9
9114
2x10
9/14
MAINTAIN MIN, OF 5W 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
NOTE: WHEN FASTENING
TO WOOD USE 174" GALV.
LAG SCREW IN LIEU OF
CONC. ANCHORS AND j
ENSURE PENETRATION
MIN 2-1/4" INTO
STRUCTURAL FRAMING
BENEATH (TYP.)
5032 H-32 ANGLE
2-912 SMS INTO COLUMN
1/4" MASONRY ANCHOR EACH
ANGLE - EACH SIDE COLS
3000 PSI CONC. SLAB/ FTG.
6x610x10
W WM OR FIBERMESH
'HORIZONTAL OR SLOPED
BEAM PER PLAN
NOTCHED TO RECEIVE
COLUMN WITHIN
SMS, (EACH SIDE)
DTY PER TABLE D
NOTCH PROFILE MAY VARY
TO PERMIT CORRECT # SMS
COLUMN PER PLANS
TABLE "B" SECONDARY ANGLE SCHEDULE
UPRIGHT
QTY. TAPCON/ SCREW
2X3
0
2X4
1/ 2
2X$
112
2X6
2/ 4
2X7
2/ 4
2X8
3/ 6
2X9
316
2X1G
4/8
SIDE VIEW
SELF -MATING OR
SNAP SECTION TYP.
PER PLAN
1.1d- O.B. BASE PLATE-TYP
2-1/4" MIN. CONC.
�— ANCHOREMBEDMENT
(2)#10x2"
INTO BEAM
BEAM
2' MIN. WHEN GREATER
THAN 2x4 UPRIGHT IS USED
SEE TABLE
ANGLE ,., +,,.,,, ANGLE SCHEDULE
1/4' MASONRY ANCHOR
AT EACH ANGLE 2-#12 SMS
V24v TAPCON bQ BASE XL (RED HEAD MFG. OR EQUAL)
2 A SLAB (BEYOND)
ANCHOR V MAX EACH SIDE
OF POST AND 24" O.C. MAX
3000 PSI CONG. SLAB/ FIG. ' / I
6x5-lox10 —/ FRONT VIEW
W WM OR FIBERMESH
DETAIL "B" -2"x4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: N.T.S.
(2) 010)3- SMS INTO SCREW
BOSSES FOR EDGE MEMBEF
EDGE MEMBER
OR PURLIN
PURLIN
DETAIL "D" - ROOF BRACING CONNECTION
DETAIL SCALE: MS
� EDGE MEMBER
n OR PURLIN
0.0625" 6063-T6 FLAT PLATE
w/(8) #10YJ/4' SMS, MIN. 1/2-
EDGE DISTANCE, PLATE MAY BE
FASTENED INTERNALLY TO BRACE
ALL MEMBERS PER PLAN
'MEMBERS VARY PER PLAN
FASTEN TOP OF HEADER TO INTERSECTING
MEMBER W(2) #10 SMS wli"
PENETRATION INTO SCREW BOSS OF
MEMBER - TYP. BOTH SIDES
FASTEN HEADER wl(2) #10x3-
INTO SCREW BOSS OF HEADER
ALTERNATE HEADER CONNECTION
WHEN Z-BAR IS USED- FASTEN
Z-BAR TO COLIHEADER AT EACH
CORNER AND 18'0/C
ALTERNATE BASE PLATE CONNECTION
ATTACH MEMBERTO BASE PLATE
(INTERNAL) w/(2) #10)0 SMS
ATTACH BASE PLATE TO MEMBER
wl(2) #10x3' SMS INTO SCREW
BOSS OF BASE PLATE �
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL w/(4) #10x75-
INTO GIRT OR PURLIN S (2) #14x.75"
INTO BEAM OR UPRIGHT 0,062 ANGLE
CLIPS MAYBE USED
> PURLIN 9
UPRIGHT, BEAM -SNAP,
SELF MATING, OR HOLLOW
II L 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
824" O.C. MAX. 1-1/4' PENETRATION INTO UNDERLYING FOOTING
DETAIL "F" - DOOR JAMB 8 HEDERA
CONNECTION SCALE: NTS
:'SMS INTO .
BOSSES
3'x2- EDGE BEAM
(2) #10x5- SMS
PURLN
INTO SCREW BOSSES
CONNECTING EDGE
BEAM TO PURLIN
2"13'X2'X1/8"ANGLE
1- i FASTENED TO COLUMN
W/ (4) #12 X 3/4- EA LEG
NOTCH COLUMN AS REQ'D.
COLUMN PER PLAN
DETAIL "G" - SLOPED PURLIN
CONNECTION SCALE: NTS
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DESIGN DATE:
04/18/2019
EVISION I: DATE
PAGE:
ALTERNATEDETAIL"G"SLOPED] ®A
PURLIN CONNECTION SCALE: NTS
REVISION 2: DATE
SCALE: NTS
GIV FASTENED INTERNALLY AT EACH END / \
w/ tt10x1.5' EACH SCREW GROOVE. FASTEN
TO BEAM w/ Wx.125 ANGLE (2) #12 EMS FOR BEAMS ABOVE 24 INSTALL
INTO BEAM &(2)#10xl-1/2" THRU ANGLE INTO GUTTER BRACE AT MIDPOINT
GUTTER WHERE NO GIRT IS PRESENT, ATTACH BETWEEN BEAMS & INCLUDE 2"
ANGLE DIRECTLY TO GUTTER GUTTER BRACE AT EACH BEAM
LOCATION 050" GUTTER STIFFNER
ILL\\ FASTEN TO FASIAw(2)
2'Y2'x1/8'ANGLE I \ WOOD SCREW
FASTEN TO GUTTER w(2)
#125MS � Fl
0
BEAM (2) #14oQ" WOOD
11 (21#12 SMS SCREW I8'O.C.
CLOSE BOTTOM OF
BEAM WHEN TRIMMED
21Qxl/8'ANGLE
EA SIDE OF BEAM
w/(2) 412 SMS
EACH LEG EACH S
FOR BEAM OVER 2x5
.044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER
INTERNALLYwI(2)#12 SMS
ALTERNATELY 2YdU/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
FASCIAw/#14#'
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
(2X10SMB ILLUSTRATED)
TABLE B-1
BEAM
SQE
OOL.TO
BEAM
Ott SMS/
SIDEOFCOL
BEAMTO
BEAM
OTYSMS/
FACEISDE
2x4
(5)#12
(9)#12
2x5
(5)#12
(9)#12
2x6
(7)#12
(9)#12
2x7
(10)#12
(10)#12
2x8
(12)#12
(14)#12
2 x 9
(14) #14
(14) #14
2 x 10
(16) #14
(15) #14
DETAIL" K" GUSSET CONNECTION
SCALE:NTS
"ALTERNATELY SEE PAGE 5 �
DETAIL "M" BEAM & PURLIN TO GUTTER
CONNECTION SCALE:NTS
WHEN BEAM & PURLIN
HIT ON CORNER -
FASTEN OUTSIDE OF
BEAM & PURLIN
w/ 1/8929Q" 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)
(9) #10#" SA
1/8" PLATE ON 45' ANGLE
OR 1/BSQ'YL' ANGLE w/(4)
#12 SMS INTO EACH
INTERSECTING MEMBER
PERIMETE
FRAMING
DETAIL "I.2" CABLE CONNECTION
AT CORNER
SCALE:NTS
SAVE RAIL SECTION
ATTACHED TO BEAM W/
(4) #10 X I-1/2' SMS
INTO SCREW BOSS
I
IX2 FASTENED TO GAVE RAIL
BEAMS FASTEN PER
1 °
SECTION W/#10 X 1-1/2'
1/6' STAINLESS STEEL
DETAIL'E' SHT 3
0
SMS WITHIN 6' OF COL.
MMAX
BRAIDED CABLE
PURLINS FASTEN PER
HT
DETAIL'G' S3
I °
o °
AND 24. 0/C
60°
GUTTER BRACE AT EACH BEAM/ PURLIN
COLUMN TO
LOCATION. FOR BEAMS 2x8 AND GREATER
MATCH BEAM/
INSTALL GUTTER BRACE AT MIDPOINT
PURLIN SIZE
BETWEEN BEAMS.
2'a2'XI/0• ANGLE
nR2) #12 SIRS
(U.N.OJ SEE
EACH LEG
PAGE-2
4" MIN. SLAB
W/FOOTING
30DIAx3"E
TO GUTTER
CONIC. SCRE%
r SMS D
:H SIDE OF COL.
(TAPCON OR
(2) #14x2' WOOD
3000 PSI CONIC.
(2) #12 SMS SCREW IS- O.C.
40' MIN
6x6-10x10
60° MAX.
WWM OR FIBERMESH \
SIDE VIEW
TRANSOM CONNECTION
SCALE: N.T.S.
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W WM OR FIBERMESH
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WFOOTING 1.5'x5.5'ALUM. STRAP
w/(2)1/4" DIA x 2-1/4'
MASONRYANCHOR
(TAPCON OR EQUAL)
DETAIL 1-1" CABLE CONNECTION
AT FOUNDATION SCALE: NTS J' A
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DATE: 04/1812019
N 1: DATE PAGE:
N 2: DATE
NTS
3/16" 5052-H32 GUSSET
2" X PURLINS ATTACH TO
BEAM WITH MIN (4) 910 X 1 112" SMS
PLACE WASHER UNDER SCREW
IN GUSSET CORNER
11/4"(TYPICAL) o
50
2"X2"X11V ANGLE X 4" LONG
PROVIDE #14 X 1" INTO EACH
MEMBER AS INDICATED
BELOW PROVIDE INTERIOR
ANGLE ABOVE AND BELOW
CHAIRRAIL
EXTERIOR
CORNER POST
x2x
SMS @ 1 1/4" O.C.
NOTES:
1. GUSSET DIMENSION ARE MINIMUM (2)
REDO (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.
RAIL
_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
iOWN (3/8" MIN. PLATE EDGE DISTANCE
& C-C FASTENER SPACING)
K-BRACE
LATERAL "IV' -BRACING
CONNECTION DETAILS
GUSSET PLATE
PER ESERIES
PURLIN
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)
ANGLE
1" INTO EACH
]ICATED BELOW
CORNER
(2) #10 X 1 1/2" SMS
THRU SCREW BOSSES
�YW1=616Ti100
NOTES: SEE PLAN
1. CONNECTION DETAIL
AT EAVE RAIL SIMILAR
MATING
6"
1" X 2" O.B. FASTENED TO CORNER
POST W/ 912 X 1 112" SMS AT 6" FROM
TOP & BOTTOM RAILS TYPICALLY @ 24" O.C.
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 SCREWANCHOR INTO
CONCRETE
2114' MN CCNC
SIDE VIEW
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/ 114"
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
1"X2"@
3/8" X LENGTH AS REQUIRED
FOR 2 1/4" EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
DETAIL #2 FRONT VIEW
CP- CORNER POST TO CONCRETE DETAIL
CORNER POST A -A SCALE: NTS
6" x 5" x 0.050" /' COLUMN
6063-T6 ALLOY PLATE
VIBRACE
-BRACE (ONE SIDE) OR STRONGER 2x 2x 0.093
BRACE (TYP.)
K-BRACE
x 2 x 0.093
(TY2 x 3 x 0.070 CHAIR RAIL
O O O--
I O
O O O GIRT (CHAIR RAIL)
K-BRACE O
O
3/8" 0 CONCRETE ANCHOR (2 PLATES)
FOUNDATION IN LIEU OF TYP. 1/4" 0 CONCRETE
SCREWS FOR CORNER COLUMN
LATERAL "IC' -BRACING
CONNECTION DETAILS
2 x2 x 0.093
13RACE(fYP.) (11 TOTAL)-#12 x3/4"
S.M.S. AS SHOWN (1/2" MIN.
PLATE EDGE DISTANCE &
LATERAL "IV' -BRACING C-C FASTENER SPACING) w
CONNECTION DETAILS AV
(3) 1/4' DIA. MACHINE BOLTS f E: FOR DOUBLE OR TRIPLE CARRIER
w/ 3/4' DIA. WASHERS THRU BEAM. OUTSIDE WEBS SHALL OVERLAP
• CARRIER BEAM B POST 4xL POST OR NOTCH POST AS ABOVE
FOR 60 POST. ALL CASES, CONNECT
USING MACHINE BOLTS DECRIBED ABOVE.
® CARRIER BEAM
E- 2' MEMBER
FOR SCREENING
VARIES (2) 2'A_ SHE
HORIZONTAL BEAM (SEE PAGE 2
ON ITS SIDE FOR SIZE)
#14M SHE 12. O.C.
POST (IF REQUIRED) STAGERED ROWS
`2-a2-x0.'62' \ TFOR SINGLE
RECEIVING CHANNEL \\— HORIZONTAL BEAM
OR ANGLE EACH SIDE 4- FOR DOUBLE
HORIZONTAL
(6) 1I04.75• SHE BEAM OR 4'x4'
EACH SIDE
\` (12) #BM0,75- SMS
2 ROWS OF (6) FOR
RECEIVING CHANNEL
OR (6) EACH ANGLE
CARRIER BEAM TO POST DETAIL
CONNECTION SCALE: N.T.S.
(2) 3/0- CIA. EXPANSION BOLTS
SEE NOTE #1 THIS PAGE
FOR BOLT PLACEMENT
Ned i9 2• FROM EDGE
2' FROM EDGE OF SLAB
OF SLAB
2-s2' FASTENED TO CARRIER
BEAM wIGN #ICxI-I/T SMS INTO
SCREW BOSSES EACH END 2'x2'x.062
RECEIVING CHANNEL
MAY USE 2-n2'x.1.25 ANGLE EIS
CARRIER BEAM IN LIEU OF_062 REC. CHANNEL
ROOF BEAM
(SLOPED OR FLAT)
O NOTE USE SIMILAR DETAIL
FOR NOTCHED UPRIGHT
CI CONNECTION TO CARRIER
BEAM
1'#'MEMBER O
FOR SCREENING-,,,,, O SI #12x3/4•SMS
(TTP. EACH SIDE)
(2) ROWS OF (5)
#10A-1/2- SMS #12n3/4'SMS
O.C. MAX CONNECTING
TO I-x2- CARRIER BEAM
NOTE: FOR DOUBLE OR TRIPLE CARRIER
BEAM, OUTSIDE WEBS SHALL OVERLAP
U4 POST OR NOTCH POST AS ABOVE
#IDXI-1/2' SMS @ 24• FOR 60 POST. ALL CASES. CONNECT
O.C. MAX CONNECTING USING MACHINE BOLTS DECRIBED ABOVE.
TO I-XV POST
ROOF BEAM TO CARRIER BEAM
CONNECTION DETAIL SCALE: N.T.S.
(2)1/2'DIA. EXPANSION BOLTS
SEE NOTE 42 THIS PAGE
FOR BOLT PLACEMENT \
2', SMB
/(SEE PAGE-2
FOR SIZE)
3-3/4- FROM EDGE
OF SLAB (TV.)
TOP VIEW
TOP VIEW
(2)1/C DIA, MACHINE
BOLTS w/ WASHERS
4`x4' POST SIZE
STITCH wl(D
VARIES SEE PG 2
#12x3/L' SMS
(3) 1/4'DIA. MACHINE
0 12'O.C.
3'x3' POST
BOLTS w/ WASHERS
(2) 3/8' DIA. EXPANSION BOLTS
(SEE PAGE-2
FOR SIZE)
2's— SMB
SEE NOTE #1 THIS PAGE
(SEE PAGE-2
FOR BOLT PLACEMENT
3'x3'xO.125 ANGLE
(2) UT DIA. EXPANSION
FOR SIZE)
BOLTS SEE NOTE #2
THIS PAGE FOR BOLT
2'X4'x0.125 ANGLE
PLACEMENT
•
3000 PSI CONIC.
'
n
SLAB/ FTG.
6x6HOMO WWM .
g•
3000 PSI CONIC.
OR FIBERMESH
• n
SLAB/ FIG.
6s6-10X10 WWM
FRONT VIEW
OR FIBERMESH
FRONT VIEW
3"xY POST CONNECTION DETAIL
SCALE: N.T.S.
4"x4" POST W/ 2x SMB
CONNECTION
DETAIL
SCALE: N.T.S.
NOTES:
L 3X3 POST TO HAVE 3/8' RED HEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL, PROVIDE MINIMUM 2- FROM EDGE OF SLAB AND PROVIDE MINIMUM
Z' SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS. THREADED ROD REQUIRES 3' MINIMUM EDGE DISTANCE.
2. 4X4 POST TO HAVE 1/3' RED HEAD - TRUBOLT WEDGE ANCHORS (STAINLESS STEEL, PROVIDE MINIMUM 3.3/4- FROM EDGE OF SLAB AND PROVIOEBMINIMUM
}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 #14 X 3/4' INTO BEAM E/S QUANITY= BEAM SIZE
O
O
V,E
C91/4' DIA. MACHINE BOLTS
RE
w/ 3 DIA, WASHERS THRU
Dj
WRIER BEAM 8 POST PAST
n:
a
~
'
C
O
O
d
pip
a
'y
C
�
O
�
(�
Q
(3) I/4' 014. MACHINE
W
BOLTS w/ 3/A• DIA.
CD
LU
RIER
WASHERS THIRD WRIER
t0
TOP VIEW
- BEAM B POST
Q
CARRIER BEAM
0
v
J
0
GO
S
m
J
#
CARRIER BEAM p
(y)
(i) /L' DIA. MACHINE
/ n
CY)
BOLTS In/ 3/4• DIA.
THIRD CARRIER
v
BEAM A POST
Z
L
o
QU
U
POST
(5) I/4• CIA. MACHINE BOLTS
w/ 3/4' CIA. WASHERS THRU
CARRIER BEAM 8 POST
FRONT VIEW
CORNER CARRIER BEAM CONNECTION
DETAIL SCALE: N.T.S.
(4) 3/0'x4'TAPCON THRU
BOTTOM LEG OF ANGLE
INTO CONIC
3-3/4-FROM EDGE
OF SLAB (TV.) -
TOP VIEW
(3) I/4' DIA. MACHINE
BOLTS w/WASHERS -
(4) 3/8'x4' TAPCON
THRU BOTTOM LEG
OF ANGLE INTO CONC.
3000 PSI CONC.
SLAB/ FIG.
6x6-IOXI0 WWM
OR FIBERMESH
r
Z 1'
4'n4-POST
(SEE PAGE-2
FOR SIZE)
-I/8-x2'AZ'x33/4•
(LENGTH)ANGLE
(INTERNAL)
�r
FRONT VIEW
4"W' POST CONNECTION DETAIL
(INTERNAL BASE) SCALE: N.T.S.
Q) I/2' DIA. EXPANSION BOLTS
SEE NOTE #2 THIS PAGE
FOR BOLT PLACEME
3-3/4' FROM EDGI
OF SLAB (TYI
3-3/4' FROM EDGE
OF SLAB(TYP.)
TOP VIEW
(3) IlW CIA. MACHINE
BOLTS w/ WASHERS
(2) I/2- DIA. EXPANSION
4W POST
BOLTS SEE NOTE #2
(SEE PAGE-2
THIS PAGE FOR BOLT
FOR SIZE)
PLACEMENT --. \ II II � 2-AW.0.125 ANGLE
Ir p U
W
O Go —
W
J11
L
LLo
~_
L
C
/1'1
- 6j
z
0
Q
J d N
Q
c
�♦/Cha-�
U
O
n.�..F.
of
d
V
0
O
LL
Z
U_
W
O
LL
J
3000 PSI CONIC. •
J
<
SLAB/FTG.
WWM
Z6A6-IOXIO
CO
OR FIBERMESH
W
F
FRONT VIEW
W
LU
WLL
4"W POST CONNECTION DETAIL
U)
N Y
SCALE: N.T.S.
m U?)
o
W
°o mZU
H
z
Q W h
c3
Y�d
d
w
/1
J'ke p o
�1
DESIGN DATE: 04118/201
9
REVIS12N
PAGE
2:
C NTS