HomeMy WebLinkAboutProposed Screen EnclosureDESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS
1. THE 2020 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16
STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD.
9 AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES,
,kRT 1-A OF THE ALUMINUM DESIGN MANUAL PREPARED BY
ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED.
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3. ASCE 7-16 & SE17
4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
5. ACI318 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: C
3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS)
VULT = 150 MPH & EXPOSURE = C
FOR 20 X 20 X 0.013" MESH SCREEN
HORIZONTAL PRESSURES ON WINDWARD SURFACES = 43 PSF
HORIZONTAL PRESSURES ON LEEWARD SURFACES = 34 PSF
VERTICAL PRESSURES ON SCREEN SURFACES = 12 PSF
VERTICAL PRESSURES ON SOLID SURFACES = 36 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 8'kKW 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
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2x2:2' x2"x0.050"
2x3:2"x3"x0.050'
2x4:2"x4'x0.050'
2x5:2"x5"x0.050"
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)
2 x 4 SMB: 2" x 4" x 0.046" x 0. 109'
2x5SMB: 2"x5"x0.050"x0.116"
2 x 6 SMB: 2" x 6" x 0.050" x 0. 120"
2 x 7 SMB: 2" x 7" x 0.055" x 0.120"
2x8SMB: 2"x8"x0.072'x0.224'
2x9SMB: 2"x9"x0.072"x0.224"
2x9(H) SMB: 2"x9"x0.082"x0.306"
2 x 10 SMB: 2" x 10" x 0.092" x 0.374"
PROPOSED MANSARD SCREEN ENCLOSURE
SEE FOUNDATION DESIGN SHEET-01
DETAIL A
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REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
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DESIGN DATE:
11/23/2021
REVISION 1:
DATE
REVISION 2: DATE
SHEET:
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DRAWN BY: TCP
SCALE: NTS
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" & 173" NON STRUCTURAL MEMBERS MAY BE USED
INTERCHANGEABLY.
8. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
THE FIELD.
1 I 2'-6"
N
1X2 HOST 30" O/H STRUC. GUTTER FLAT. SCREEN ROOF
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UNDER GABLE ROOF 0 H
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UNDER GABLE ROOF O/H
(SEE PG-05 FOR DETAIL)
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
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DESIGN DATE:
11/23/2021
REVISION 1:
DATE
REVISION 2: DATE
SHEET:
O
DRAWN BY. TCP
SCALE: NTS
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ED FOR
1'SK2' FASTEN TO COL. (INTERNAL) (2) # 1 Ox3'SMS INTO SCREW ®� p� �' /� co O O Q J a
W/(21 #10xl-1 /2' SMS, FASTEN TO BOSSES FOR EDGE MEMBER CODE r /y = . z O W Q
EAVE RAILS ABOVEw/#101-1/2 SMS COUNTY =� ;W CO — u�i
24"O.C.AND 6"WITHIN COL. ST. LUCIE CiOUNTY _ 'U O � 0= r�
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TABLE "D" o BEAM PER PLAN o EO�O O
(SLOPED OR FLAT) o ° �i '•. GV ��� LLI
BEAM
QTY/ SIZE EACH SIDE
2x3
(4)/ #12
2x4
(5)/#12
2x5
(5)/ #12
2x6
(6)/#12
2x7
(7)/#12
2x8
(8)/#14
2x9
(9)/#14
2x10
(9)/#14
° EDGE MEMBER ° ....... RR
�° ° OR PURLIN °° ° //I�1"O\\\\\\ U
o ALUMINUM INTERNAL OR EXTERNAL
° RECEIVING CHANNELw/(4) #10x.75'
° EDGE MEMBER INTO GIRT OR PURLIN & (2) # 14x.75'
BEAM PER PLAN (2) #lOx7 OR PURLIN INTO BEAM OR UPRIGHT 0.062 ANGLE
NOTCHED TO RECEIVE INTO BEAM CLIPS MAYBE USED (4) #10xl-1/2" SMS INTO r N r
SCREW BOSSES .I O Lo o
COLUMN WITHIN BEAM-----,,J r di
BRACE
SMS, (EACH SIDE) (o F-
QTY/SIZE PER TABLE "D" INSTALL BRACE 0.0625" 6063 T6 FLAT PLATE n (7 �
TO CORNER w/(8) # l Ox.75' SMS, MIN..5' v
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EDGE DISTANCE, PLATE MAY BE z Z Q O U
NOTCH PROFILE MAY VARY FASTENED INTERNALLY TO BRACE Q U U
TO PERMIT CORRECT # SMS PURLIN
COLUMN PER PLAN PURLIN MEMBER J 0 00
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W OM
MAINTAIN MIN, OF 5/8" SEPERATION UPRIGHT, BEAM -SNAP, W ILL Lo .�
FROM EDGE OF BEAM SMS O.C. SELF MATING, OR HOLLOW w c!
DETAIL E - UPRIGHT TO BEAM DETAIL "D" - ROOF BRACING CONNECTION _LL~_ M c
CONNECTION SCALE: NTS SCALE: NTS Z O � r
DETAIL C - GIRT OR PURLIN TO BEAM < J 'IT a)
POST DETAIL SCALE: NTS Q
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MINIMUM NUMBER OF TAPCONS INTO CONCRETE & 252063"- DIM. TO MATCH PURLIN [-
# 12 X 3/4" S.M.S. INTO UPRIGHT / EACH SIDE OF BEAM SIZE RECEIVING CHANNEL 0 co cif
THROUGH SECONDARY 2" X 2" X 0.125" ANGLES (2) # 12 SMS INTERNAL TO EAVE RAIL co
(SEE BELOW (3) #12 EACH SIDE INTO PURLIN J r O N
2X4 S.M.B. (1) 1 /4" X 2-1/4" S.S. TAPCON & (2) # 12 X 3/4" S.M.S. � a M
2X5 S.M.B. (1) 1 /4" X 2-1/4" S.S. TAPCON & (2) # 12 X 3/4" S.M.S. [7�ASTEN TOP OF HEADER TO INTERSECTING o -_[_ V\3R, N -7/ CV
2X6 S.M.B. (2) 1 /4" X 2-1/4" S.S. TAPCON & (3) # 12 X 3/4" S.M.S. 2 S MEMBER w/(2) #10 SMS w/1" °
2X7 S.M.B. (2) 1 /4" X 2-1/4" S.S. TAPCON & (4) # 12 X 3/4" S.M.S. PENETRATION INTO SCREW BOSS OF
2X8 S.M.B. (3) 1 /4" X 2-1 /4" S.S. TAPCON & (5) # 12 X 3/4" S.M.S. 25Q MEMBER -TYP. BOTH SIDES EAVE RAIL- SEE PLAN
2X9 S.M.B. (4) 1 /4" X 2-1/4" S.S. TAPCON & (6) # 12 X 3/4" S.M.S. EXTRUSION z
2X10 S.M.B. (5) 1 /4" X 2-1/4" S.S. TAPCON & (7) # 12 X 3/4" S.M.S. Ix2 OPEN BACK
UPRIGHT
1 /8'k2k2'k ANGLE SELF -MATING OR
5032 H-32 ANGLE SNAP SECTION TYP.
(2) - # 12 SMS INTO COLUMN I ",<Z' O.B. BASE PLATE-TYP.
1 /4" MASONRY ANCHOR EACH
ANGLE- EACH SIDE COL. ° °
° 1-1 /4"MIN. CONC.
ANCHOR EMBEDMENT
a
2-1 /4" MIN. CONC. • • ° • ° 2" MIN. INCREASE DISTANCE
ANCHOR EMBEDMENT WHEN GREATER THAN 2x4
SECONDARY ANGLE UPRIGHT IS USED
EXTRUSION
(2) # 1 0x2' SMS THRU 1 x2 INTO W
EAVE RAIL EACH SIDE OF COLUMN 3
DETAIL "G" - SLOPED PURLIN
CONNECTION SCALE: NTS OU �a
3000 PSI CONC. a- F= I---
SLAB/ FIG. t 1-1/2k 1 /16" STRAP W Z Q
6x6-10x10 WWM SIDE VIEW NOTE (12) #12x1"SMS
(TOP OR BOTTOM)
OR FIBERMESH WHERE PAVERS ARE PRESENT USE 5/16' @ 1" SPACING
TAPCON XL (RED HEAD MFG.) MASONRY ALTERNATE BASE PLATE CONNECTION Z cl Z O
ANCHORS TO PENETRATE UNDERLYING ATTACH 25c2' TO BASE PLATE LLJ i O 0)
CONCRETE FOOTING 2-1/4" (MIN.) (INTERNAL) w/(2) # l 0x2' SMS 2"x2" EDGE BEAM W •--1 CO
1 /4" MASONRY ANCHOR
AT EACH ANGLE (2) - #12 SMS ATTACH BASE PLATE TO 2k2" () Z m Z M
w/(2) # IOx3" SMS INTO SCREW Z P�gUN �� Q CM Z ILL.
�Z/44'' TA�PgCO E XL (RED HEAD MFG. OR EQUAL) BOSS OF BASE PLATE (n W J U ff� 2 ®SLAB (BEYOND) (2) #1 Ox3" SMS—Z Q O W O > F-
/// INTO SCREW BOSSES 1'k2' FASTENED TO COLUMN 2 W Lu Z (�
CONNECTING EDGE w/(2)#10xl-1/2'SMSINTO of clU) cl fn
BEAM TO PURLIN SCREW BOSSES FOR SMB O Q O IJJ 00
MK2' BASE PLATE ANCHORED
OR SNAP COLUMN U Oro
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° TO CONC w/ 1 /4" MASONRY ° ° Q F- t`
ANCHOR 6" MAX EACH SIDE ° .. • ° • ° ~ (7 N (� m 04
° • ' Of POST AND 24" O.C. MAX a n ° a n ° ° ° ° a • IL
1'5Q" SNAP Z
e ° •° 1-1 /4" CONC. EMBEDMENT TYP. • • O 0
° • 6"°� ° ° .
3000 PSI CONC. NOTCH COLUMN AS REQ'DU a
SLAB/ FfG. COLUMN PER PLAN
6x6-1 Ox10 WWM 1 /4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OF DESIGN DATE: 11/23(2021
OR FIBWWM FRONT VIEW COLUMN 1-1/4" PENETRATION INTO UNDERLYING FOOTING
REVISION 1: DATE
DETAIL "B" - 2"x4" OR LARGER SELF MATING DETAIL "F" - DOOR JAMB & HEADER ALTERNATE DETAIL "G" SLOPED REVISION 2: DATE
CONNECTION SCALE: NTS SHEET:
UPRIGHT TO DECK DETAILS SCALE: NTS PURLIN CONNECTION SCALE: NTS DRAWN BY: TCP 0
SCALE: NTS
7X2" DOOR JAMB
FASTEN HEADER w/(2) # 1 Ox&'
INTO SCREW BOSS OF HEADER
ALTERNATE HEADER CONNECTION
WHEN Z-BAR IS USED - FASTEN
Z-BAR TO COL/HEADER AT EACH
CORNER AND 18" O/C
GIRT FASTENED INTERNALLY AT EACH END
1'kSk2" WIDTH EXTRUDED GUTTER BRACKET
w/ # 1 Ox1.5' EACH SCREW GROOVE. FASTEN
(THICKNESS OF LEG @ WOOD SCREW SHALL BE
TO BEAM w/ 2k2'kl /8" ANGLE (2) # 12 SMS
0.125' MIN., LONG LEG SHALL BE 0.072' MIN.)
INTO BEAM & (2) # 10xl .5 THRU ANGLE INTO
@ EACH BEAM w/(2) # 12x3/4" SMS @ 1" SPACING
GUTTER WHERE NO GIRT IS PRESENT, ATTACH
INTO GUTTER LIP. FOR BEAMS ABOVE 2x8 INSTALL
GLE DIRECTLY TO GUTTER
GUTTER BRACE AT MIDPOINT BETWEEN BEAMS &
INCLUDE 2' GUTTER BRACE AT EACH BEAM
LOCATION.
.050" GUTTER STIFFNER
250xl /8" ANGLE
FASTEN TO FASCIA w(2)
w/(2) 012 SMS
#12x2' WOOD SCREW
EACH LEG
FASTEN TO GUTTER w(2)
# 12 SMS
GUTTER
o
EXISTING HOST STRUCTURE
BRACE
o
(DESIGNED BY OTHERS)
WHEN BEAM & PURLIN
0
HIT ON CORNER -
BEAM
0
FASTEN OUTSIDE OF
(2) #12 SMS
(2) #14 WOOD SCREWS @ 1"
BEAM &PURLIN
w/ 1/8'k2'k2' ANGLE
0
SPACING @ EACH GUTTER BRACKET
i
w
& (4) # 12 SMS EACH LEG
0
& (1) @ 18" O.C. MAX.
r: U
0 0
MIN. EMBEDMENT SHALL BE 2'
<
0-
CLOSE BOTTOM OF
o 0
BEAM WHEN TRIMMED
RECEIVING CHANNEL,
FOR BEAM OVER 2x5
.044
FASTEN w/(2) # 12 SMS
.044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER
EACH SIDE OF BEAM
INTERNALLY w/(2) # 12 SMS
FASTEN INSIDE CORNER
ALTERNATELY 2x2x1/8" ANGLE BELOW GIRT, (2) #14 SMS INTO
(BEAM TO PURLIN)
BEAM & (2) #12 SMS INTO STRUCTURAL GUTTER
w/ 1/8'XL'k2' ANGLE
w/(2) # 12 SMS
INTO EA. MEMBER
SIDE VIEW
(BEAM & PURLIN)
OPTIONAL GIRT
# 10 SMS WITHIN 6'
DETAIL "M" BEAM
& PURLIN TO GUTTER
&@24'O.C.MAX.
FASTEN GUTTER TO
CONNECTION
SCALE: NTS
�
FASCIA w/ # 14x2'
WOOD SCREW 18" O.C.
(2) # 12 SMS
o G 11
o RACE
(2) #14x2'
WOOD SCREW
2x2x1 /8"ANGLE
@Y"SPACING
EA. SIDE OFBEAM---
w/(2) # 12 SMS
EACH LEG EACH SIDE
FASCIA (2k6"MIN. EXISTING)
(2) #14 WOOD SCREWS
STRUCTURAL
(2) #12 SMS
INTO FASCIA
GUTTER
ZVM /&' ANGLE w/(2)
GIRT
TOP VIEW
#12SMS EA. LEG
DETAIL "H" BEAM TO GUTTER
o 0
CONNECTION
SCALE: NTS
°
SMB
°
0
o
GIRT
1 -1r-
F
0
0
0 0 0 0 0
°
F� 0
1 /&' Kn4" STRAP
°
0
0 0
(2) #12SMS INTO BEAM
SSTRUCTURAL GUTTER
SIDE VIEW
F 0
0
(2) # 12 SMS INTO GUTTER
o�
0 0 0
0 F o 0 0 0 �-o
0 0 0
F
° 3/16-5052-H32 GUSSET
0% ° ° F F INTERNAL OR EXTERNAL
s 2 x 10 SMB ILLUSTRATED
F
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
TABLE B-1
BEAM
SIZE
COL. TO BEAM
QTY SMS/
SIDE OF COL.
BEAM TO BEAM
QTY SMS/
EA. FACE/SIDE
2x4
(5) #12
(9) #12
2x5
(5) #12
(9) #12
2x6
(7) #12
(9) #12
2x7
I (10) #12
(10) #12
2x8
(12) #12
(14) #12
2x9
(14) #14
(14) #14
2x 10
(16) #14
(15) #14
DETAIL "K" GUSSET CONNECTION
SCALE: NTS
(2) GUTTER BRACES
EACH w/(2) # 12 SMS
FASCIA INTO GUTTER & (2) # 14
WOOD SCREWS INTO FASCIA
o GUTTER
2k0M /8" ANGLE w/(2) 9 BRACE
# 12 SMS EA. LEG :�\ -
(2) # 12 SMS U
SMB m
1/9k2'k4" STRAP GIRT
(2) #12 SMS INTO BEAM STRUCTURAL GUTTER
(2) # 12 SMS INTO GUTTER
TOP VIEW
DETAIL 1" CORNER CONNECTION
SCALE: NTS
INTERSECTING
MEMBER
FRAMING
(3) #1!
EACH INTE
MEMBER,
INTER.
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DESIGN DATE:
11/23/2021
REVISION 1:
DATE
REVISION 2: DATE
SHEET:
O-T
DRAWN BY: TCP
SCALE: NTS
GIRT FASTENED INTERNALLY AT EACH END
w/ #10xl.S' EACH SCREW GROOVE. FASTEN
TO BEAM w/ 252"xl /8" ANGLE (2) # 12 SMS
INTO BEAM & (2) # 1Oxl.5 THRU ANGLE INTO
GUTTER WHERE NO GIRT IS PRESENT, ATTACH
ANGLE DIRECTLY TO GUTTER --\
259kl /8" ANGLE
w/(2) # 12 SMS
EACH LEG
BEAMPER
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PLAN (2) # 12 SMS
STRUCT0
\GUTTER.
0 0 ° GUTTER
CLOSE BOTTOM OF
BEAM WHEN TRIMMED
.044 RECEIVING CHANNEL,
FASTEN w/(2) # 12 SMS
EACH SIDE OF BEAM
FOR BEAM OVER 2x5
.044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER
INTERNALLY w/(2) # 12 SMS
ALTERNATELY 2X2XI /8" ANGLE BELOW GIRT, (2) #14 SMS INTO
BEAM & (2) #12 SMS INTO STRUCTURAL GUTTER
I'k5k2' WIDTH EXTRUDED GUTTER BRACKET
(THICKNESS OF LEG @ # 14 SCREW SHALL BE
0.125" MIN., LONG LEG SHALL BE 0.072' MIN.)
@ EACH BEAM w/(2) # 12x3/4" SMS @ 1"SPACING
INTO GUTTER LIP. FOR BEAMS ABOVE 2x8INSTALL
GUTTER BRACE AT MIDPOINT BETWEEN BEAMS &
INCLUDE 2' GUTTER BRACE AT EACH BEAM
LOCATION.
(2) # 14 SMS OR TEK @ 1"
SPACING @ EACH GUTTER BRACKET
& 1) @ 18" O.C. MAX. FOR GUTTER
ATTACHMENT TO BEAM PER PLAN
3' ° ° -0" MAX
0 o PURLIN PER PLAN
2'x2k1/8"ANGLE EA. SIDEW/ 25251/&"ANGLEw/
(4) #12 SMS INTO CARRIER BEAM (4) #12 SMS EACH LEG
(4) #12 SMS INTO PURLIN (1) 1/4" DIA. X 3-1/2' QUICKSET
EA. SIDE (TYP.) THRU ANGLE INTO WALL
EA. SIDE TYP.
CARRIER BEAM PER PLAN
FASTENED TO COLUMN PER DETAIL "E'
OTHER END TIED INTO FASCIA W/
(3) 1 /4" DIA. x 2' LAGS (INTERNAL)
OR (3) # 14 SMS OR TEK TO GUTTER
SIDE VIEW
FOR WOOD APPLICATION USE
1 /4" X DIA. X 3" GALV. LAG
IN LIEU OF MASONRY ANCHORS
FLAT SECTION UNDER HOUSE GABLE - MASONRY/ WOOD
W/ STRUC. GUTTER DETAIL SCALE: N.T.S.
25(2k1 /8" ANGLE EACH SIDE
w/#12 SMS EACH LEG QUANTITY
SCREW = (1) LESS THAN BEAM SIZE
(EX. 2X8 BEAM (7) # 12 SMS PER LEG
EACH SIDE OF BEAM TYP.)
3-0" MAX
0 0 0
BEAM o 0 0 PURLIN PER PLAN
PER
PLAN °
° 2k2-M/8"ANGLE EA. SIDE W/
Z5(nl/8"ANGLEw/
o (4) #12 SMS INTO CARRIER BEAM
(4) #12 SMS EACH LEG
(4) #12 SMS INTO PURLIN
(1) 1/4" DIA. X 3-1/2' QUICKSET
0 EA. SIDE (TYP.)
THRU ANGLE INTO WALL
EA. SIDE TYP.
FOR WOOD APPLICATION USE
1 /4" X DIA. X 3" GALV. LAG
CARRIER BEAM PER PLAN
IN LIEU OF MASONRY ANCHORS
FASTENED TO COLUMN PER DETAIL "E'
OTHER END TIED INTO FASCIA W/
3)1/4" DIA. x 2' LAGS (INTERNAL)
(3)114,
OR (3) # 14 SMS OR TEK TO GUTTER
SIDE VIEW
FLAT SECTION UNDER HOUSE GABLE - MASONRY/ WOOD
W/O STRUC. GUTTER DETAIL SCALE: N.T.S.
o o
0 0
0 0
0 0
1x2 GIRT FASTENED W/
1 /4" x 2-1 /4" TAPCON
6" FROM ENDS 24" O.C.
0
ALUM. TUBE LEDGER PER PLAN
FASTENED W/(2) 3/8" DIA. WEDGE ANCHORS
2" MIN. EMBEDMENT INTO HOST @ 12" O.C.
70
lx2 GIRT FASTENED W/
1 /4" x 2-1/4" TAPCON
6" FROM ENDS 24" O.C.
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I DESIGN DATE: 11/23/2021 1
REVISION 1: DATE
REVISION 2: DATE SHEET:
DRAWN BY: TCP O
SCALE: NTS