HomeMy WebLinkAboutMansard Screen EnclosureDESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS
1. THE 2020 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16
STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD.
2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES,
PART 1-A OF THE ALUMINUM DESIGN MANUAL PREPARED BY
THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED.
3. ASCE 7-16 & SE17
4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
5. AC1318 CONCRETE REFERENCE MANUAL.
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: B
3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS)
4 VULT = 150 MPH & EXPOSURE = B
FOR 20 X 20 X 0.013" MESH SCREEN
HORIZONTAL PRESSURES ON WINDWARD SURFACES = 31 PSF
HORIZONTAL PRESSURES ON LEEWARD SURFACES = 32 PSF
VERTICAL PRESSURES ON SCREEN SURFACES = 9 PSF
VERTICAL PRESSURES ON SOLID SURFACES = 25 PSF
FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR = .88
FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR = •6
FOUNDATION DESIGN
FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED
CONSTRUCTION IF A MINIMUM 4" CONCRETE -SLAB IS PROVIDED -IN
SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING
& OTHER DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER
CONCRETE SLAB MINIMUM WxW W/ (1) #5 BAR TO BE VERIFIED BY
CONTRACTOR. SEE TYPICAL FOOTING DETAILS FOR NEW FOOTING
DESIGN MINIMUM REQUIREMENTS.
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 SEPARATE 4TH
WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.
FASTENER SPECIFICATIONS
1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS
OR BETTER, INSTALLED TO MFG. SPECIFICATIONS)
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS.
3. WHERE WOOD DECK IS PRESENT USE 1 /4" X 3-1/2" 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" X 2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS
B. FOR WOOD APPLICATION USE #14 X 2-3/4" WOOD SCREW AT
24" O.C. AND 6" FROM ENDS.
C. FOR ALUMINUM APPLICATION USE # 10 X 1-1 /2" SMS OR TEK
SCREW AT 24" O.C. AND 6" FROM ENDS
D. WHERE 1"X2" INSTALLED THROUGHOUT AN "OPEN VIEW'
SPACING SHALL BE REDUCED TO 18" O.C. AND 6' FROM ENDS
RESPONSIBILITIES
1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
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 ENSURE 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 STRUCTURALLY SOUND.
4. CONTRACTOR TO PROVIDE NOA'S & INSTALL ALL MATERIALS
AS PER MANUFACTURER'S SPECIFICATIONS.
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
STRUCTURE.
SHEET NO.
DRAWING INDEX
S/01
GENERAL NOTES
S/02
PLAN/ ELEVATIONS
S/03
DETAILS
S/04
DETAILS
S/05
DETAILS
PROPOSED MANSARD SCREEN ENCLOSURE
SEE FOUNDATION DESIGN SHEET-01
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CODE COMPLIANCE
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DESIGN DATE:
02/16/2021
REVISION 1:
DATE
REVISION 2: DATE
SHEET:
01
DRAWN BY: TCP
SCALE: NTS
-81-911
1X2
0 2X4 PB
ORSMB
N N N
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81-6"
25% O/H OF LAST PANEL WIDTH
ALONG SIDES, TYP.
HOST 12" O/H
-,-
-------------------------------------------- TI
f
3" x .024"x1LB c'6 iir
INSULATED ROOF m
I
3105-1-114 V)
"-1' SLOPE (MIN.) N
(FL21443.1-R4)
2X8SMB C.B. W/S.G.
4'-C
2X6TIED INTO FASCIA W/
(2) 1/4" X 3" GALV. LAG SCREWS
@ 12" O.C. (INTERNAL)
HOST 12" O/H STRUC. GUTTER
ALUMINUM SPECIFICATIONS
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE NOTED.
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
#12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER.
#10 SCREW 6" FROM ENDS & 12" CENTER TO CENETER.
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.
7. 1"X2" & 1"X3" NON STRUCTURAL MEMBERS MAY BE USED
INTERCHANGEABLY.
8. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
THE FIELD.
HOST 12" O/H STRUC. GUTTER
2X2 TYP.
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45'-0"
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5" OR T'x6" WIDTHx0.250"
EXTRUDED GUTTER BRACKET @
EA. BEAM W/ (4) #120/4"
S.M.S. INTO GUTTER LIP
1"x2"x0.045" OPEN
BACK W/ (2) #12x2"
INTO GUTTER & (1) #12x
2" @ 24" O.C.
0BEAM
O
2"x2"x1/8" X ALUMINUM
ANGLE W/ (2) #14x3/4"
S.M.S. INTO BEAM ON EA SIDE
(4) INTO GUTTER
OPTIONAL: 2"x2"x0.062"
-RECEIVING CHANNEL W/ (2)
#10x3/4" EA SIDE TO
COVER EXPOSED BEAM
NOTE: 2x4 SMB BEAM ONLY REQUIRES 4"
WIDTH GUTTER BRACKET W/ (2) 3/9-1 A S
(4) 3l8" LAG SCREWS @ 1-1/2-
SPACING @ EA GUTTER BRACKET
& (1) @ 12 O.C. MAX -MIN EMBEDMENT
SHALL BE 2"
`THE HOST STRUCTURE SHALL
HAVE AT LEAST A 2"x4"
FASCIA AND ROOF TRUSS
SYSTEM. CONTRACTOR SHALL
S.M.S.4" VERIFY THIS AND IF
{4) #14x3SMALLER CONTRACTOR
INTO GUTTER -EA
SHALL BRING STRUCTURE UP
TO A 2"x4" FASCIA AND
ENSURE LESS THAN A 2'-0-
OVERHANG
GUTTER BRACKET & BEAM ATTACHMENT DETAIL
SCALE:NTS
NOTES
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) #104/8" S.M.S. MINIMUM.
2. DOOR SHALL BE ATTACHED TO ENCLOSURE W/ (2) HINGES MINIMUM.
3. HINGS SHALL BE ATTACHED TO DOOR WITH (4) #104/9' S.M.S. FASTEN A
1x2"4.044" TO UPRIGHT W/#12xl" S.M.S. @ 12" O.C. AND WITHIN 3" FROM
END OF THE UPRIGHT.
TYPICAL SCREEN DOOR CONNECTION DETAIL
SCALE:NTS
BEAM SCREWS
2"x4" SMB
6
2"x5" SMB
6
2"x6" SMB
8
2"x7" SMB
8
2"x8" SMB
10
2"x9" SMB
10
2"x10" SMB
12
2"x PURLINS (SEE A-1
FOR SIZE) ATTACHED TO
BEAM W/ MIN. (4) #10x1 1/2"
BEAM
"B"
"N"
"S1"
"S2"
"S3"
"S4,•
2X4
12
4
34'
11/2"
16"
3.75"
2X5
12
4
3/4"
11/2"
16"
4.75"
2x6
16
5
1"
11/2"
19"
5.75"
2X7
20
6
1"
11/2"
22"
1 6.75"
2X8
24
7
1"
13/8"
23"
7.75"
[j2X�924
7
1"13l8"
23"
8.75"
28
8
1"
11/4"
24"
9.75"
3/16" ALUMINUM GUSSET
PLATE
,-B #14 SMS
NOTES:
1. "N" NUMBER OF SCREWS IN ANY
DIRECTION.
2. TOTAL NUMBER OF SCREWS PER JOINT
EQUALS 4 TIMES "B".
3. PLATE WIDTH SHALL BE DETERMINED
FROM ANGLE OF BEAM AND MIN SPACE
REQUIRED.
4. GUSSET PLATES MAY BE INTERNAL OR
EXTERNAL.- -- - -
5. INTERNAL SCREWS FOR PURLIN
CONNECTION MAY BE INCLUDED IN
TOTAL NUMBER OF SCREWS.
6. GABLE SPLICE WILL HAVE THE SAME
PATTERN.
BEAM SPLICE GUSSET DETAIL TYPICAL
SCALE:NTS
MAINTAIN MIN, OF 5/8" SEPERATION
FROM EDGE OF BEAM SMS O.C.
SELF -MATING BEAM
SHALL BE NOTCHED
FOR SLOPED BEAMS
FOR UPRIGHT
MAINTAIN ALL SCREW SPACING
FROM EDGE OF BEAM
5/8"
2"x2" EAVE RAIL SECTION
(UNLESS OTHERWISE SHOWN
ON S-2) ATTACHED TO BEAM W/
O O
(4) 10x2" SMS INTO SCREW
O O
BOSS
a
O O
1"x2" OPEN BACK EAVE
0
RAIL ATTACHED TO
UPRIGHT W/ (2)
#10xl 1/2" SMS INTO SCREW
BOSS
#10x1 1/2" SMS 24" C/C
" (MIN) UPRIGHT
#14x3/4" SCREWS
(SEE TABLE ABOVE)
UPRIGHT TO BEAM CONNECTION - ALL WIND ZONES
SCALE:NTS
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: Tx 2" x 0.050"
2x3:2"x3"x0.050"
2 x 4: 2" x 4" x 0.050"
2 x 5: Tx 5" x 0.059'
OPEN BACK SECTIONS
1 x2: 1"x2"x0.044"
1 x3: 1"x3"x0.045"
SNAP SECTIONS
2X2SNAP: 2"x2"x0.045"
2X3SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2" x 4" x 0.045"
SELF MATING (SMB)
2X4SMB: Tx4"x0.046"x0.100"
2X5SMB: 2"x5"x0.050"x0.116"
2x6SMB: 2"x6"x0.050"x0.120"
2X7SMB: Tx 7" x 0.055" x 0. 120"
2X8SMB: 2"x8"x0.072"x0.224"
2 x 9 SMB: 2"x9"x0.072"x0.224"
2 x 9 (H) SMB: 2" x 9" x 0.082" x 0.306"
2 x 10 SMB: 2" x 10" x 0.092" x 0.374"
DETAIL A
1"x2" FASTENED TO COLUMN
WITH (2) #10x1 1/2" SMS
INTO SCREW BOSSES FOR
SMB OR SNAP COLUMN
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UPRIGHT WEB LAPPED OVER PURLIN
W! (2) #12x3/4"-SMS EACH SIDE
THRU UPRIGHT & PURLIN
2"x2" EDGE BEAM ATTACHED TO
UPRIGHT W! (3) #10x1-1/2" SMS
INTO SCREW BOSS
1"x2"x.045" OPEN BACK
ATTACHED TO PURLIN W/ (2)
#10x1-1/2" SMS INTO SCREW
BOSS
1"x2"x.045" OPEN BACK
ATTACHED TO 2"x2"x.050"
EAVE RAIL MEMBER W!
910xl-1/2" SMS 24" O.C.
NOTE: A RECEIVING CHANNEL (1/16" THICKNESS)
WITH (4) #10x3/4" SMS AT EACH CONNECTION MAY
BE USED IN PLACE OF THE (2) #10x3" SCREW BOSS
CONNECTION.
ECONDARY ANGLE MIN
0.125" THICK (NOT
(4) #10x3/4" SMS
REQUIRED FOR 2x3
FASTENING SECONDARY
MEMBER)
ANGLE TO COLUMN
(TYP EACH SIDE)
RIMARY 2"x2"
(B) 3/8" 0 CONCRETE SCREW
x0.125" ANGLE
ANCHOR INTO SECONDARY
2) #10x3/4" SMS FASTENING
ANGLE
COLUMN TO PRIMARY ANGLE OPTION #1
(TYP EACH SIDE) O cr
(TYP EACH SIDE)
(SEE TABLE) D
O O
"x2" BASE MEMBER I
ANCHOR SPA
(TYP EACH SIDE) (4) #10x1 1/2" SMS
INTO SCREW BOSSES OPTION #2
(MIN) (TYP) (SEE TABLE)
1) 3/8" 0 CONCRETE SCREW
COLUMN
SIZE
3/8" 0
CONCRETE SCREW
ANCHOR
B
MIN SPA
2X3
0
0
2X4
1
3
2X5
1
3
2X6
1
4
2X7
1
5
2X8 -
--2
3-
2X9
2
4
0010
1 2
4.5
ANCHOR INTO PRIMARY
ANGLE AND @ 1/4" 0 CONCRETE
�T'MIN. SCREW ANCHOR @
24" O.C. BETWEEN COLUMNS
NOTES: (TYP EACH SIDE)
1. NUMBER OF ANCHORS "B" IS EACH SIDE INTO THE SECONDARY
ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2.
2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
SHALL BE 2 3X' AT ALL UPRIGHT LOCATIONS. ALL SCREW LENGTH
AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR
REQUIRED EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER
DECK IS PRESENT.
3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED
ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED
BY ENGINEER.
4.2X3 W/ 1X2 CORNER POST SHALL REQUIRE SAME BASE
CONNECTIONS AS 2X4 SHOWN IN TABLE. _
5. IF FOR AN IN -FILL, TOP OF COLUMN CONNECTIONS SIMILAR IF
CONCRETE LINTEL IF WOOD LINTEL SUBSTITUTE 1/4" OX3" LAG
SCREW FOR 318" 0 LDT FOR BOTH PRIMARY & SECONDARY ANGLES.
6.2X2X.045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3
MEMBER.
2"x3" OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS
SCALE:NTS
2"x2" OR Z x&' J
MEMBER i i .062" ALUMINUM INTERNAL OR
I i EXTERNAL RECEIVING CHANNEL
W/ (4) #10x3X' INTO BEAM OR
UPRIGHT (2) #14x3/4" EA LEG INTO
GIRT OR PURLIN (0.062" ANGLE
1 CLIPS W/ (2) #14x3/4" SMS EA LEG)
PRIGHT OR BEAM - SNAP
OR SELF MATING OR HOLLOW
PURLIN OR GIRT TO BEAM OR POST DETAIL
SCALE:NTS
PTION #1 - A-36 STEEL
"x2"x1/8" ANGLE
I.f J�
CLIP MAY BY PLACED ON
TOP OR SIDE OF DECK W/
" SLEEVE
4) #12x3/4" SMS
TOP OF
ANCHOR
A
O O (TYP TOP AND SIDE)
CONCRETE
O O
NOTE: WHEN USING OPTION #2
DOUBLE COMPRESSION
SLEEVES
/8" DIA STAINLESS
CONNECTION CABLE MUST BE
d
O
a
STEEL CABLE
WITHIN 6" OF CORNER OR
4" NOMINAL SLAB c
° d ae
de
PRIMARY MEMBER.
MINIMUM
3/8" WELDED STAINLESS
STEEL EYE BOLT
3/8" 0X3" MASONRY
OPTION #1
(8) #14x3/4 SMS
ANCHOR (MIN 3 3/4"
2500 PSI CONCRETE W/
EMBEDMENT
4" SLAB ONLY
WELDED WIRE OR
SIDE VIEW
FIBERMESH
0 (MIN) WASHER
HENEATH NUT--
�-=
.125" STAINLESS
STEEL CABLE
2500 PSI CONCRETE W/
O O - --
= _ ---
WELDED WIRE OR
O O
TOP OF
FIBERMESH
O O
O
CONCRETE
---
-----------
°
0 ° °
TOP VIEW i O 1
0 ADJUSTABLE EYE
d
O I
BOLT FOR CABLE TENSION
4" NOMINAL SLAB
O d
O
MINIMUM °
cOPTION
#2
°
110 i
/8" 0 STAINLESS
I
I
STEEL CABLE
11/2"X51/2"ALUMINUM
OPTION #2
I I
I
STRAP W/ (2) 31W 0X3"
USE WITH FOOTING
MASONRY ANCHOR
(MIN 3 3/4" EMBEDMENT)
2"x2"x1/8" EXTRUDED ANGLE
ON45°ANGLE
SIDE VIEW
CABLE TO
FOUNDATION CONNECTION
DETAIL
OPTION #1
SCALE:NTS
CABLE CONNECTION AT CORNER
SCALE:NTS
BEAM
BRACE
(2) #10x3" SMS CROSS
SCREWING BRACE TO BEAM OR
EAVE MEMBER (.125" BACKING
PLATE USED)
125" FLAT
YP.)
3/8" DIA. THRU BOLT
NYLON LOCKING NUT
THREAD LOCKING
TERIAL APPLIED
MEMBER
JRLIN
ROOF BRACING CONNECTION DETAIL
SCALE:NTS
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EXISTING RAFTER
OR TRUSS C
# 14x I /7' S.M.S. W/ INTEGRAL 3/4"0
O O C WASHER AND NEOPRENE GASKET
@ 12' O.C., TOP & BOTTOM
EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044" MIN. THICKNESS)
SECURE FASCIA TO EACH WITH MIN. 1-1 /2' BEARING LEG.
RAFTER TAIL W/ (1) 1 /4" 0 x 4"
LONG PAN HEAD LAG SCREWS (1) 1 /4" 0 x 2' LAG SCREW @ 24" O.C.
BEFORE ATTACHING REC. CHANNEL ENTIRE LENGTH OF RECEIVING CHANNEL
ROOF PANEL ATTACHMENT - WOOD FRAME
SCALE: N.T.S.
(2) 3/8" DIA. MACHINE
BOLTS THRU CARRIER
CARRIER BEAM BEAM & POST
PER PLAN
3X3 OR 4X4
POST PER PLAN
BEAM TO POST CONNECTION #1
DETAIL SCALE: N.T.S.
(2) 3/8" DIA. MACHINE
CARRIER BEAM BOLTS THRU CARRIER
PER PLAN BEAM & POST
3X3 OR 4X4
POST PER PLAN
BEAM TO POST CONNECTION #2
DETAIL SCALE: N.T.S.
024 FLASHING SEALED TO
WALL (TYP.)
° • n° #14xl /7' S.M.S. W/ INTEGRAL 3/4"0 WASHER AND
NEOPRENE GASKET @ 17' O.C., TOP & BOTTOM.
O O IF CLEARANCE PROHIBITS INSTALLATION OF TOP
FASTENERS USE #14x4" S.M.S. W/ 1-1 WO FENDER
WASHER AND NEOPRENE GASKET @ 12" O.C.
EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044" MIN. THICKNESS)
WITH MIN. 1-1 /7BEARING LEG.
HOST STRUCTURE 1/4" 0 x 2-1/7' LONG WOOD LAG SCREW OR
MASONRY OR WOOD 1 /4" 0 x 2-1 /4" LONG MASONRY ANCHORS
@ 24" O.C. MAX.
ROOF PANEL ATTACHMENT - MASONRY
SCALE: N.T.S.
25(7k.063"- DIM. TO MATCH PURLIN
SIZE RECEIVING CHANNEL
(2) # 12 SMS INTERNAL TO EAVE E�PER
1-1 /4' 0 FENDER WASHER
RAIL (3) # 12 EACH SIDE INTO PURLIN GASKET @ 12' O.C.
Sp�RUN S o
o
uM
PURLIN TO CARRIER BEAM + SOLID ROOF
CONNECTION SCALE: N.T.S.
1'kSk7' WIDTH EXTRUDED GUTTER BRACKET
# 144" S.M.S. w/ 1-114- 0 FENDER WASHER (THICKNESS OF LEG @ C.B. SCREW SHALL BE
AND NEO-PRENE GASKET @ 17O.C. 0.125' MIN., LONG LEG SHALL BE 0.072' MIN.)
@ EACH BEAM w/(2) # 12x3/4" SMS @ 1" SPACING
#12 X 9/16" W/ 5/8" NEO-WASHER INTO GUTTER LIP. (2) #14 SMS OT TEK SCREWS @ 1"
(3) PER PAN FOR PANS SPACING @ EACH GUTTER BRACKET & (1) @ 18" O.C.
MAX. (SEE NOTE)
NOTE:
ROOF PER PLAN FOR BEAMS ABOVE 2x8 INSTALL
GUTTER BRACE AT MIDPOINT BETWEEN BEAMS &
INCLUDE 7' GUTTER BRACE AT EACH BEAM LOCATION
CAGE "FOR 2X9 AND 2X10 --
(2) 3/8" THRU-BOLT BEAM USE #14 INTO BEAM
THRU CARRIER BEAM STRUC. i I (NTOO H05OSTAPCON
& POSTS GUTTER HOST 2-1/4" MIN.
GIRT FASTENED INTERNALLY AT EACH END
w/ # l Ox1.5' EACH SCREW GROOVE. FASTEN
TO BEAM w/ 7k2"'xl /8" ANGLE (2) # 12 SMS
POST INTO BEAM & (2) # 1 Ox1.5 THRU ANGLE INTO
GUTTER WHERE NO GIRT IS PRESENT, ATTACH
3X3 OR 4X4 SIDE VIEW ANGLE DIRECTLY TO GUTTER
POST PER PLAN
FOR BEAM OVER 2x5
.044 RECEIVING CHANNEL FASTEN
TO STRUCTURAL GUTTER
INTERNALLYw/(2) #12SMS
ALTERNATELY 2x2xl /&'ANGLE
BELOW GIRT, (2) #14SMS INTO
BEAM & (2) #12SMS INTO GUTTER
ROOF PANEL TO CARRIER BEAM W/ GUTTER + ROOF BEAM
CONNECTION SCALE: N.T.S.
(4) 1 /4'k3-1 /4" TAPCON
THRU BOTTOM LEG OF
ANGLE INTO CONC.
(2) 3/8" DIA. MACHINE
BOLTS w/ WASHERS
3-3/4" FROM EDG
OF SLAB/FIG.
MAY USE (3) #14xl"TEK TOP VIEW
IN LIEU OF THRUBOLTS 3k3" POST
PER PLAN
(2) 3/8" DIA. MACHINE
BOLTS w/ WASHERS
1 /8'k7k3"
(LENGTH) ANGLE
(4) 1 /N'k I /4" TAPCON (INTERNAL)
THRU BOTTOM LEG OF
ANGLE INTO CONC.
3000 PSI CONC. •, °
SLAB/ FTG. e
6x6-1Ox10 WWM
OR FIBERMESH
FRONT VIEW
YXY POST CONNECTION DETAIL
(INTERNAL BASE) SCALE: N.T.S.
MAY USE: (2) 3/9'x4" TAPCON
IN LIEU OF 3/9' DIA. ANCHORS
(2) 3/8" DIA. EXPANSION BOLTS (2) 3/8" DIA. MACHINE
SEE NOTE #1 THIS PAGE BOLTS w/ WASHERS
FOR BOLT PLACEMENT
® 2' FROM EDGE
7' FROM EDGE OF SLAB/ FTG.
OF SLAB/ FTG.
TOP VIEW
(2) 3/8" DIA. MACHINE
BOLTS w/ WASHERS
(2) 3/8" DIA. EXPANSION BOLTS
SEE NOTE # 1 THIS PAGE
FOR BOLT PLACEMENT
3'k3" POST
(SEE PAGE-2
FOR SIZE)
MAY USE (3) #14x1"TEK
IN LIEU OFTHRUBOLTS
— 3'k3'k0.125 ANGLE
3000 PSI CONC.
SLAB/ FTG. '
6x6-10x10 WWM
OR FIBERMESH
FRONT VIEW
3"x3' POST CONNECTION DETAIL
SCALE: NTS
(4) 3/9k4" TAPCON THRU
BOTTOM LEG OF ANGLE
INTO CONC.
(3) 1 /4" DIA. MACHINE
BOLTS w/ WASHERS
3-3/4" FROM E
OF SLAB/ FTG.
1'S(SkKW WIDTH EXTRUDED GUTTER BRACKET
(THICKNESS OF LEG @ #14 SMS OR TEK SHALL BE
0.125' MIN., LONG LEG SHALL BE 0.072' MIN.)
@ 24" O.C. w/(2) # 12x3/4" SMS @ 1" SPACING
INTO GUTTER LIP. (2) # 14 SMS OR TEK @ 1"
SPACING @ EACH GUTTER BRACKET
& (1) @ 18" O.C. MAX.
ROOF PER PLAN
GIRT FASTENED INTERNALLY AT EACH END
w/ #10x1.5" EACH SCREW GROOVE. FASTEN
TO BEAM w/ 2k7"xl /&' ANGLE (2) # 12 SMS
INTO BEAM & (2) #10xl.5THRU ANGLE INTO
GUTTER WHERE NO GIRT IS PRESENT, ATTACH
ANGLE DIRECTLY T6 GUTTER
WR 2X9 AND 2X10
# 14 INTO BEAM
CAGE & (3) 1/4-TAPCON
BEAM INTO HOST 2-1 /4" MIN.
# 14x4" S.MS. w/ 1-1 /4" 0 FENDER WASHER
t
Q i
AND NEC-PRENE GASKET @ 12" O.C.
`M ails ns
m
5 OR 7 IN.
z
ed
STRUCTURAL
uw
GUTTER
FOR BEAM OVER 2x5
.044 RECEIVING CHANNEL FASTEN
CARRIER BEAM
TO STRUCTURAL GUTTER
PERPLAN SIDEVIEW
INTERNALLY w/(2)#12SMS
ALTERNATELY 2x20 /&' ANGLE
BELOW GIRT, (2) #14 SMS INTO
BEAM & (2) #12SMS INTO GUTTER
BEAM TO CARRIER BEAM W/ GUTTER + SOLID
ROOF
CONNECTION SCALE: N.T.S.
%
'' N ''co
O
o
N
CNI.-
LL '. y ;
ILI
co
1
IL
Lu c
LLJ
Q :z=
m
.,••''La
<
LLI
MAY USE: (4) 3/9'x5" TAPCON
IN LIEU OF 1 /2" DIA. ANCHORS
1"
(2) 1/7' DIA. EXPANSION BOLTS (3) 1/4" DIA. MACHINE
N SEE NOTE #2 THIS PAGE ® r
BOLTS w/ WASHERS
2 FOR BOLT PLACEMENT
N
—[ �El
1„ 3-3/4" FROM EDGE
3-3/4" FROM EDG OF SLAB/ FTG.
OF SLAB/ FTG.
MAY USE (4) #14x1"TEK TOP VIEW
IN LIEU OFTHRUBOLTS
(3) 1/4" DIA. MACHINE
COLUMN PER PLAN
BOLTS w/ WASHERS
1/8 'k2'k7k3-3/4"
(LENGTH) ANGLE
(4) 3/&' K4"TAPCON
(INTERNAL)
THRU BOTTOM LEG
OF ANGLE INTO CONC.
3000 PSI CONC.
e • .
. o
SLAB/ FTG.
'
6x6-1Ox10 WWM
OR FIBERMESH
FRONT VIEW
4X4 COLUMN ALT. BASE ATTACHMENT
DETAIL
SCALE: NTS
(3) 1X DIA. MACHINE TOP VIEW
BOLTS w/ WASHERS
(2) 1 /2' DIA. EXPANSION
BOLTS SEE NOTE #2
THIS PAGE FOR BOLT
PLACEMENT
3000 PSI CONC.
SLAB/ FTG.
6x6-10x10 WWM
OR FIBERMESH
4"x4" POST
(SEE PAGE-2
FOR SIZE)
MAY USE (4) #14x1"TEK
IN LIEU OFTHRUBOLTS
2k4k0.125 ANGLE
FRONT VIEW
4"M" POST CONNECTION DETAIL
SCALE: NTS