HomeMy WebLinkAboutSCREEN ENCLOSURE PLANSGENERAL NOTES
1. DESIGN CRITERIA:
APPLICABLE CODES, REGULATION-S_& 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
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 UNLESS e-,1
OTHERWfSE SPECIFIED. C� ya,c�=� ) tta-- b- 3
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH C/"�L0
#12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER. ST. LUCIE COUNTY BUILDING DIVIS
3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050". REVIEWED FOR COMPLIANCE
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS REVIEUy
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 DATE [[
INCHES. PLANS AND PERMIT MUST BE KEPT ON
5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN SITE OR NO INSPECTIONS) WILL BE DE
WIND SPEEDS EXCEED 75 MPH PER FBC.
6-SC-REEN-MA-T-ERIAL SHALL BE 1-8/14-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:
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 = SCREENKP
PW PI CTU ETWINDOW FI
L
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: 2x2"x0.044
2 x 3: 2"x3 x0.044
THESE PLANS AND
2 x 4: 2"x4"x0.044"
ARE SUBJECT TO P
REQUIRED BY FIELI
2 x 5: 2"x5"x0.050"
MAY BE NECESSAP
OPEN BACK SECTIO&OMPLY
WITH ALL
1 x 2: 1 "x2"0.044"
1 x 3: 1 "xW 0.044"
SNAP SECTIONS C�NCf=ALED
2 x 2 SNAP: 2"x2"x0.050"
2 x 3 SNAP: 2"x3"x0.050" AFM
2 x 4 SNAP: 2"x4"x0.045"O
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"x0.057x0.120"
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"4.092"4.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES.
COPY
INSPECTORS THAT
'IN ORDER TO
APPLICABLE CODES.
3S OR ATTACHMENTS
SIBILITY OF THE
OR RECORD
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REVISION 1: DATE PAGE:
REVISION 2: DATE
SCALE: NTS 1
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1 8"
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3000 PSI
FIBERMESH 8" X 8" FOOTI G
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2X3
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DOOR LOCATION TO BE DETERMINED BY CONTRACTOR IN THE FIELD.
(NOT TO EFFECT DESIGN SPANS & STRUCTURAL MEMBERS SHOWN)
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EAVE RAIL SECTION
ATTACHED TO BEAM W/
(4) #10 X 1-1/2, SMS
INTO SCREW BOSS
I IX2 FASTENED TO EAVE RAIL
BEAMS FASTEN PER o ° SECTION W/#10 X 1-1/2'
DETAIL'E' SHT 3 SMS WITHIN 6. OF COL.
PURLINS FASTEN PER 1 0 ° AND 24. O/C
DETAIL 'G' SHT 3 1 0 0
I
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. I
2'x2'xl/8' ANGLE
W/(2) #12 SMS (U.N.O.) SEE
EACH LEG PAGE-2 /
FASTEN 2'X2' TO GUTTER o 0 1
W/ #12 X 2-1/2' SMS
is, O.C. & EACH SIDE OF COL.
(2) #12 SMS
/
2'X2' FASTENED TO COL.
(INTERNAL) WAQ #IOX 1-1/2'
SMS INTO SCREW BOSSES
SIDE VIEW
TRANSOM CONNECTION
SCALE: N.T.S.
(2) #14x2' WOOD
SCREW 18' O.C.
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REVISION 1: DATE
PAGE:
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REVISION 2: DATE
SCALE: NTS
FLASHING
1"x2" FASTEN TO COL. (INTERNAL)
W/(2) #10x1-1/2" SMS, FASTEN TO
SAVE-RAILS-ABOV E-W/-#10X1=1>2"SMS
24" O.C. AND 6" FROM END.
TABLE D
BEAM QTY EACH SIDE/SIZE
2x3
4/12
2 x 4
8/10
2_x 5__
_ 8/1.0_ —
2 x 6
10/10
2 x 7
12110
2x8
8/14
2x9
9/14
2 x 10
9/14
'HORIZONTAL OR SLOPED
A sielq
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EDGE MEMBER
o
OR PURLIN
I�n II
MAINTAIN 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
PENETRATE INTO
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.)
` BEAM PER PLAN
(2) #10x2"
NOTCHED TO RECEIVE _ _ _
_ _ _INTO -BEAM
COCUMN WITHIN
SMS, (EACH SIDE)
BEAM
QTY PER TABLE D
NOTCH PROFILE MAY VARY
INSTALL BR/TO CORNER
TO PERMIT CORRECT # SMS
COLUMN PER PLANS
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
4/ 8
1/8"x2"x2"xANGLE I SELF -MATING OR
SNAP SECTION TYP.
5032 H-32 ANGLE PER PLAN
I I
2 - #12 SMS INTO COLUMN 1"x2" O.B. BASE PLATE-TYP.
1/4" MASONRY ANCHOR EACH ° ° I 2-1/4" MIN. CONC.
ANGLE - EACH SIDE COL.
ANCHOR EMBEDMENT
2" MIN. WHEN GREATER
THAN 2x4 UPRIGHT IS USED
SEE TABLE "B" SECONDARY
ANGLE SCHEDULE
3000 PSI CONC. SLAB/ FTG.
6x6-10x10 SIDE VIEW
WWM OR FIBERMESH
1/4" MASONRY ANCHOR
AT EACH ANGLE i i 2 -#12 SMS
j 1/4" TAPCON XL (RED HEAD MFG. OR EQUAL)
2 @ bQ BASE
----2 @ SLAB (BEYOND)
1"x2" BASE PLATE ANCHORED
TO CONC w/ 1/4" MASONRY
ANCHOR 6" D MAX EACH SIDE
�.
OF POST AND 24" O.C. MAX
3000 PSI CONC. SLAB/ FTG.
6x6-1Ox10 FRONT VIEW
WWM OR FIBERMESH
DETAIL "B" - 2"x4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: N.T.S.
0 ° ° ALUMINUM INTERNAL OR EXTERNAL
° RECEIVING CHANNEL w/(4) #1Ox75
INTO GIRT OR PURLIN & (2) #14x75"
INTO BEAM OR UPRIGHT 0.062 ANGLE
CLIPS MAYBE USED
I I
EDGE MEMBER
OR PURLIN
� BRACE
` 0.062516063-T6 FLAT PLATE
w/(8) #10x3/4" SMS, MIN. 1/2"
EDGE DISTANCE, PLATE MAY BE
FASTENED INTERNALLY TO BRACE
PURLIN
DETAIL "D" - ROOF BRACING CONNECTION
DETAIL SCALE: NTS
`ALL MEMBERS PER PLAN
MAFMFFRC \/ARV PFP PI AN
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" 0/C
ALTERNATE BASE PLATE CONNECTION
ATTACH MEMBER TO BASE PLATE
(INTERNAL) w/(2) #11Ox2" SMS
ATTACH BASE PLATE TO MEMBER
w/(2) #1Ox3" SMS INTO SCREW
BOSS OF BASE PLATE -,,
> PURLIN 0
UPRIGHT, BEAM -SNAP,
SELF MATING, OR HOLLOW
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
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INTO SCREW BOSSES
CONNECTING EDGE
BEAM TO PURLIN
1"x3" FASTENED TO COLUII
w/(2) #10x1-1/2" SMS INTO
SCREW BOSSES FOR SMB
OR SNAP COLUMN
DETAIL "G" - SLOPED PURLIN
CONNECTION SCALE, NTS
(12) #12x1" SMS
@ 1" SPACING
3"x2" EDGE BEAM \
(2) #10x5" SMS
INTO SCREW BOSSES
CONNECTING EDGE
BEAM TO PURLIN
ALTERNATE DETAIL"G" SLOPED
PURLIN CONNECTION SCALE: NTS
2"X3"X2"X1/8" ANGLE
W/ (4) #12 X 3/4" EA. LEG
NOTCH COLUMN AS REQ'D.
COLUMN PER PLAN
1-1/2"x 1/16" PLATE
(TOP OR BOTTOM)
PVRv\N
1"x3" FASTENED TO COLUMN
w/(2) #10x1-1/2" SMS INTO
SCREW BOSSES FOR SMB
OR SNAP COLUMN
NOTCH COLUMN AS REQ'D.
COLUMN PER PLAN
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DESIGN DATE:
11/13/2018
REVISION 1:
DATE
PAGE:
REVISION 2:
DATE
SCALE:
NTS
GIRT FASTENED INTERNALLY AT EACH END
w/ #10xl.5" EACH SCREW GROOVE. FASTEN
TO BEAM w/ 2x2x.125 ANGLE (2) #12 SMS
INTO BEAM & (2) #10xl-1/2" THRU ANGLE INTO
GUTTER WHERE NO GIRT IS PRESENT. ATTACH
2"x2"xl/8" ANGLE
w/(2) #12 SMS
EACH LEG
CLOSE BOTTOM OF
BEAM WHEN TRIMMED
.044 RECEIVING CHANI
FASTEN w/(2) #12 SMS
EACH SIDE OF BEAM-'
#10 SMS WITHIN 6"
OF BEAM & 24" O.0
2x2xl/8" ANGLE
EA. SIDE OF BE
w/(2) #12 SMS
EACH LEG EACI
BEAM __� °
0
0 0 °
FOR BEAMS ABOVE 2x8 INSTALL
GUTTER BRACE AT MIDPOINT
BETWEEN BEAMS & INCLUDE 2"
GUTTER BRACE ATEACHBEAM
LOCATION
412 SMS I ,/ I SCREW 18" OOOD
`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"W' MIN. EXISTING)
STRUCTURAL
GUTTER
"ALTERNATELY SEE PAGE 5
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0 0 0 0 0
0
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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
QTY 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
1 (16) #14
1 (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 x,
"ALTERNATELY SEE PAGE 5 _/ —
DETAIL "M" BEAM & PURLIN TO GUTTER
CONNECTION SCALE: NTS
(2) #12 SMS
2x2xl/8" ANGLE w/(2) GIRT
#12 SMS EA. LEG
SMB °
0 0
0 0
WHEN BEAM & PURLIN
HIT ON CORNER -
FASTEN OUTSIDE OF
BEAM & PURLIN
w/ 1/8"x2"x2" ANGLE
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
INTO FASCIA SCIA 18" O.C.
GIRT
1/8"x2"x4" STRAP
#12 SMS INTO BEAM
STRUCTURAL GUTTER
(2) #12 SMS INTO
SIDE VIEW
(2) GUTTER BRACES
EACH w/(2) #12 SMS
INTO GUTTER & (2) #14
WOOD SCREWS INTO FASCIA
GIRT
1/8"&'x4" STRAP
GIRT
(2) #12 SMS INTO BEAM
(2) GUTTER BRACES
(2) #12 SMS INTO GUTTER
FASCIA
EACH w/(2) #12 SMS
INTO GUTTER & (2) #14
WOOD SCREWS INTO FASCIA
2x2xl/8" ANGLE w/(2)
o
#12 SMS EA. LEG
o
"(2)#12
SMB
o 0
1/8"&'x4" STRAP
(2) #12 SMS INTO BEAM
GIRT
(2) #12 SMS INTO GUTTER
STRUCTURAL GUTTER
TOP VIEW
DETAIL "L" CORNER CONNECTION
SCALE: NTS
(9) #10x2" Sh
118" PLATE ON 45° ANGLE
OR 1/8'W"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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1/8" STAINLESS STEEL
BRAIDED CABLE
1/8" STAINLESS STEEL 3000 PSI CONC.
40° MIN.
BRAIDED CABLE 6x6-10xl0
60° MAX.
WWM OR FIBERMESH
4" MIN. SLAB
WFOOTING
3/8" DIA x 3" EMBED
CONC. SCREW ANCHOR
(TAPCON OR EQUAL)
3000 PSI CONC.
6x6-10x10
40° MIN.
60° MAX.
WWM OR FIBERMESH
T........ ..... X�.......
4" MIN. SLAB/ \
w/FOOTING 1.5"x55'ALUM. STRAP
w/(2) 1/4" DIA x2-1/4"
MASONRYANCHOR
(TAPCON OR EQUAL)
DETAIL 14" CABLE CONNECTION
AT FOUNDATION SCALE: NTS
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DESIGN DATE:
11/13/2018
REVISION 1: DATE
PAGE:
4
REVISION 2: DATE
SCALE: NTS
3/16" 5052-H32 GUSSET 1" X 2" O.B. FASTENED TO CORNER
#14 SMS @ 1 1/4" O.C. POST W/ #12 X 1 1/2" SMS AT 6" FROM
2' X PURLINS ATTACH TO 2"X2" X 1/8" X 4" ANGLE TOP-&-BOT- 0M-RAILS-T-YPICAL-L-Y-@ 24'
BEAM-WIT+i-MIN-(4)*1-0-X-"/2"SMS — PROVIDE#147X-1"INTO EACH 2
X 2" X 2" EXTRUDE ANGLE 5 " 05
PLACE WASHER UNDER SCREW MEMBER AS INDICATED BELOW 1/81/8ALLOY EA CORNER W/ (2) 05 X 2"
IN GUSSET CORNER CORNER POST SMS INTO POST & (1) 3/8" DIA
CONCRETE SCREW ANCHOR INTO
°° o CONCRETE
o
0 0 0
1 1/4" (TYPICAL) o ° �P`GP` THRU)SCR W BOSSES CONC
o \f NCH EDMENT
- -- -- SLAB/FOOTING -----
518 a NOTES: SEE PLAN
NOTES: 1. CONNECTION DETAIL
1. GUSSET DIMENSION ARE MINIMUM (2) c AT EAVE RAIL SIMILAR SIDE VIEW
REQ'D (1) EA SIDE OF BEAM - MAYBE
INTERNAL OR EXTERNAL
2. AS BEAM SIZE CHANGES, ADD OR CORNER K-BRACE DETAIL
SUBTRACT SCREWS TO MAINTAIN 1-1/4" C/C SPACING SCALE: N.T.S.
3. GUSSET LENGTHS REMAIN CONSTANT
WIDTHS CHANGE TO MATCH BEAM SIZE.
GUSSET PLATE
PER E-SERIES �SELF MATING 2
- (4) #14 X 3/4" SMS
° 2"X2"X1/8" ANGLE X4" LONG INTO POST
PROVIDE #14 X 1" INTO EACH
MEMBER AS NDICATED
BELOW PROVIDE INTERIOR
ANGLE ABOVE AND BELOW
CHAIRRAIL
PURLIN
1" X 2" BASE PLATE
CONTRACTOR TO INSTALL ANCHORED TO CONC W/ 114"
(2) #14 X 2" SMS THRU BRACE CONCRETE SCREW ANCHOR
(MIN. 1 1/4" EMBED)
6" MAX
INTO BE THRU GUSSET EACH SIDE OF POST
PLATE
EXTERIOR PLATE AND 24" O.C. MAX
FRONT VIEW
DETAIL #2
CORNER POST
EAVE 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
SHOWN (318" MIN. PLATE EDGE DISTANCE
& C-C FASTENER SPACING)
x2x0.0
DACE (TYP.
K-BRACE
LATERAL "K"-BRACING
CONNECTION DETAILS
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)
CORNER POST
K-BRACE
2-x 2 x 0.093
BRACE(TYPE
�I 3/8" 0 CONCRETE ANCHOR (2 PLATES)
FOUNDATION IN LIEU OF TYP. 1/4" 0 CONCRETE
SCREWS FOR CORNER COLUMN
LATERAL "K"-BRACING
CONNECTION DETAILS
CORNER POST W/ 1" X 2" @
BACKSIDE
3/8" X LENGTH AS REQUIRED
FOR 2 1/4" EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
e�CORNER POST TO CONCRETE DETAIL
SCALE: NTS
6" x 5" x 0.050" / COLUMN
6063-T6 ALLOY PLATE f/
(ONE SIDE) OR STRONGER 2 x 2 x 0.093
BRACE (TYP.)
K-BRACE
2 x 3 x 0.070 CHAIR RAIL
® O 0
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K-BRACE _- O
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2x2x0.093
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:
11/13/2018
REVISION 1: DATE
PAGE.
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REVISION 2: DATE
SCALE: NTS
(3) 1/4" DIA. MACHINE BOLTS NOTE: FOR DOUBLE OR TRIPLE CARRIER
W/ 3/4' DIA. WASHERS THRU BEAM, OUTSIDE WEBS SHALL OVERLAP
CARRIER BEAM & POST 4x4 POST OR NOTCH POST AS ABOVE
FOR 6x6 POST. ALL CASES, CONNECT
USING MACHINE BOLTS DECRIBED ABOVE.
O
0
CARRIER BEAM
0
"x2" MEMBER
FOR SCREENING
VARIES (2) 2"x— SMB
HORIZONTAL -BEAM (SEE3AGF 2
ON ITS SIDE FOR SIZE)
SMS
SMS 12" O.C.
POST
(IF REQUIRED) STAG
STAGROWS
`RECEIVING 2" FOR SINGLE
RECEIVING CHANNEL HORIZONTAL BEAM
OR ANGLE EACH SIDE 4" FOR DOUBLE
HORIZONTAL
(6) #104.75" SMS BEAM OR 4"x4"
EACH SIDE
(12) #IOx0.75"SMS
2 ROWS OF (6) FOR
RECEIVING CHANNEL
OR (6) EACH ANGLE
CARRIER BEAM TO POST DETAIL
CONNECTION SCALE: N.T.S.
(2) 3/8" DIA. EXPANSION BOLTS
SEE NOTE #1 THIS PAGE
FOR BOLT PLACEMENT
2" FROM EDGE
OF SLAB
TOP VIEW
(2) 1/4" DIA. MACHINE
BOLTS w/ WASHERS
2" FROM EDGE
OF SLAB
3"x3" POST
(2) 3/8" DIA. EXPANSION BOLTS
(SEE PAGE-2
SEE NOTE #1 THIS PAGE
FOR SIZE)
FOR BOLT PLACEMENT
3"x3"x0.125 ANGLE
f
a
- 3000 PSI CONC.
d °
d a ° e
d
° d °
• SLAB/ FTG.
6x6-IOx10 WWM
e
OR FIBERMESH
Y
° d
s
FRONT VIEW
3"xY POST CONNECTION DETAIL
SCALE: N.T.S.
2"x2" FASTENED TO CARRIER
BEAM w/(2) #10x1-1/2" SMS INTO
SCREW BOSSES EACH END ,
CARRIER BEAM
(3) 1/4" DIA. MACHINE BOLTS
w/ 3/4" DIA, WASHERS THRU
CARRIER BEAM & POST
2"x2"xO.062"
ROOF BEAM
(SLOPED OR FLAT)
NOTE USE SIMILAR DETAIL
FOR NOTCHED UPRIGHT
CONNECTION TO CARRIER
BEAM
I"x2" MEMBER
FOR SCREENING _ _ (5)-.#J 3L4_SMS
(TYP. EACH SIDE)
(2) ROWS OF (5)
#IOXI-1/2" SMS @ 24" #12x3/4" SMS
O.C. MAX CONNECTING
TO I"x2" CARRIER BEAM
NOTE: FOR DOUBLE OR TRIPLE CARRIER
BEAM, OUTSIDE WEBS SHALL OVERLAP
4x4 POST OR NOTCH POST AS ABOVE
#100/2" SMS @ 24" FOR 6x6 POST. ALL CASES, CONNECT
O.C. MAX CONNECTING USING MACHINE BOLTS DECRIBED ABOVE.
TO I"x2" POST
ROOF BEAM TO CARRIER BEAM
CONNECTION DETAIL SCALE: N.T.S.
(2) 1/2" DIA. EXPANSION BOLTS
SEE NOTE #2 THIS PAGE
FOR BOLT PLACEMENT \
SMB
(SEE PAGE -2
FOR SIZE)
3-3/4" FROM EDGE
OF SLAB (TYP.)
TOP VIEW
4"x4" POST SIZE
STITCH w/(2)
VARIES SEE PG 2
#12x3/4" SMS
(3) 1/4" DIA. MACHINE
@ 12" O.C.
BOLTS W/ WASHERS
2"x_ SMB
(SEE PAGE-2
(2) 1/2" DIA. EXPANSION
FOR SIZE)
BOLTS SEE NOTE #2
THIS PAGE FOR BOLT
2"x4"x0.125 ANGLE
PLACEMENT
3000 PSI CONC.
SLAB/ FTG.
6x6-10x10 WWM
OR FIBERMESH
°
FRONT VIEW
4"x4" POST W/ 2x SMB
CONNECTION
DETAIL
SCALE: N.T.S.
NOTES:
I. 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 #14 x 3/4' INTO BEAM E/S OUANITY= BEAM SIZE
(3) 1/4" DIA. MACHINE BOLTS
WL-3/4"-D1AWASH ERS-THR I
CARRIER BEAM & POST POST
TOP VIEW
0
CARRIER BEAM 0
(3) 1/4" DIA. MACHINE
BOLTS w/ 3/4" DIA,
WASHERS THRU CARRIER
BEAM & POST
� CARRIER BEAM
(3) 1/4" DIA. MACHINE
BOLTS W/ 3/4" DIA.
WASHERS THRU CARRIER
BEAM & POST
POST
(3) 1/4" DA. MACHINE BOLTS
w/ 3/4" DIA, WASHERS THRU
CARRIER BEAM & POST
_ 1—L
FRONT VIEW
CORNER CARRIER BEAM CONNECTION
DETAIL SCALE: N.T.S.
(4) 3/8"x4" TAPCON THRU
BOTTOM LEG OF ANGLE
IN— rnur
3-3/4" FROM ED,
OF SLAB (TYP.)
(2) 1/2" DIA. EXPANSION BOLTS
SEE NOTE #2 THIS PAGE
FOR BOLT PLACEMENT
3-3/4' FROM EDGI
OF SLAB (TYP.)
3-3/4" FROM EDGE
OF SLAB (TYP.)
TOP VIEW
TOP VIEW
(3) 1/4" DIA. MACHINE
4"x4" POST
BOLTS w/ WASHERS
(3) 1/4" DIA. MACHINE
(SEE PAGE-2
BOLTS w/WASHERS
FOR SIZE)
(2) 1/2" DIA. EXPANSION Wx4" POST
1/8"x2"x2"x33/4"
BOLTS SEE NOTE #2 (SEE PAGE-2
(LENGTH) ANGLE
THIS PAGE FOR BOLT FOR SIZE)
(4) 3/8"x4" TAPCON
(INTERNAL)
PLACEMENT
THRU BOTTOM LEG
2"x4"xO.125 ANGLE
OF ANGLE INTO CONC.
d
e
3000 PSI CONC.
d
°
°
°d a .
3000 PSI CONC. e
SLAB/ FTG. < d
°
SLAB/ FTG.
6x6-IOx10 WWM ° ;•
6x6-IOx10 WWM a•
OR FIBERMESH d
OR FIBERMESH d °
FRONT VIEW
FRONT VIEW
4"x4" POST CONNECTION
DETAIL
4"W' POST CONNECTION DETAIL
(INTERNAL BASE)
SCALE: N.T.S.
SCALE: N.T.S.
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DESIGN DATE:
11/13/2018
REVISION 1:
PAGE:
REVISION 2:
SCALE: NTS