PERMIT DOCUMENTS
TUSVDUVSF
TzmwftusjK!1703703132
BQQSPWFE
TUSVDUVSF
TzmwftusjK!1703703132
TUSVDUVSF
TzmwftusjK!1703703132
DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS
SHEET NO.DRAWING INDEX
1. THE 2020 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16
STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD.
S/01
GENERAL NOTES
2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES,
PART 1-A OF THE ALUMINUM DESIGN MANUAL PREPARED BY
S/02
PLAN/ ELEVATIONS
THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED.
3. ASCE 7-16 & SE17
S/03
DETAILS
4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
5. ACI318 CONCRETE REFERENCE MANUAL.
S/04
DETAILS
WIND LOADS
S/05
DETAILS
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
160
1609.3.1 EQUIVALENT BASIC WIND SPEED:
C
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3:
3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS)
VULT = 160 MPH & EXPOSURE = C
FOR 20 X 20 X 0.013" MESH SCREEN
49 PSF
HORIZONTAL PRESSURES ON WINDWARD SURFACES =
39 PSF
HORIZONTAL PRESSURES ON LEEWARD SURFACES =
14 PSF
VERTICAL PRESSURES ON SCREEN SURFACES =
BQQSPWFE
41 PSF
VERTICAL PRESSURES ON SOLID SURFACES =
TUSVDUVSF
.88
TzmwftusjK!1703703132
FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR =
.6
FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR =
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"x8" 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
RENDERING IS NOT TO SCALE & IS JUST A GENERALIZED
RESPONSIBILITIES
DEPICTION OF THE TYPE OF STRUCTURE PROPOSED
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,
PROPOSED HIP GABLE SCREEN ENCLOSURE
THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION
HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH
SEE FOUNDATION DESIGN SHEET-01
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.
DESIGN DATE:06/13/2021
4. CONTRACTOR TO PROVIDE NOA'S & INSTALL ALL MATERIALS
REVISION 1:DATE
AS PER MANUFACTURER'S SPECIFICATIONS.
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
REVISION 2:DATE
SHEET:
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
STRUCTURE.
DRAWN BY:ST
01
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
RESIDENCE
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
3"HEADERWALLMOUNT
INTERCHANGEABLY.
8. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
THE FIELD.
3"X.032"X1LB
BQQSPWFE
COMPOSITEPANELS
TUSVDUVSF
TzmwftusjK!1703703132
3003H154
1/4"1'SLOPE(MIN.)
(FL.#7561.1R5)
10'0"
2X7SMBW/S.G.
1X2
1X2
2X2DJ
DJ
2X4SMB
2X2TYP.
2X4SMB
1X2
1X2
5'0"
21'0"
8'0"8'0"
4'0"MAX
1X2+2X2
1X2TYP.
EXISTINGCBSWALL
DESIGN DATE:06/13/2021
REVISION 1:DATE
REVISION 2:DATE
SHEET:
5'0"5'0"5'0"6'0"
DRAWN BY:ST
02
SCALE:NTS
ALUMINUM MEMBERS DIMENSIONS
(2) #10x3" SMS INTO SCREW
HOLLOW SECTIONS
1"x2" FASTEN TO COL. (INTERNAL)
BOSSES FOR EDGE MEMBER
w/(2) #10x1-1/2" SMS, FASTEN TO
2 x 2: 2" x 2" x 0.050"
EAVE RAILS ABOVE w/#10 1-1/2" SMS
2 x 3: 2" x 3" x 0.050"
24" O.C. AND 6" WITHIN COL.
2 x 4: 2" x 4" x 0.050"
2 x 5: 2" x 5" x 0.050"
TABLE "D"
BEAM PER PLAN
(SLOPED OR FLAT)
OPEN BACK SECTIONS
EDGE MEMBER
QTY/ SIZE EACH SIDE OR PURLIN
BEAM
1 x 2: 1" x 2" x 0.044"
1 x 3: 1" x 3" x 0.045"
2 x 3
(4)/ #12
SNAP SECTIONS
EDGE MEMBER
(2) #10x2"
2 x 4
(5)/ #12 BEAM PER PLAN 2 x 2 SNAP: 2" x 2" x 0.045"
OR PURLIN
INTO BEAM
NOTCHED TO RECEIVE
2 x 3 SNAP: 2" x 3" x 0.050"
2 x 5
(5)/ #12
COLUMN WITHIN
2 x 4 SNAP: 2" x 4" x 0.045"
BEAM
BRACE
2 x 6
(6)/ #12
SMS, (EACH SIDE)
0.0625" 6063-T6 FLAT PLATE
INSTALL BRACE
SELF MATING (SMB)
QTY/ SIZE PER TABLE "D"
2 x 7
(7)/ #12
w/(8) #10x.75" SMS, MIN. .5"
TO CORNER
2 x 4 SMB: 2" x 4" x 0.046" x 0.100"
EDGE DISTANCE, PLATE MAY BE
2 x 8
(8)/ #14
BQQSPWFE
FASTENED INTERNALLY TO BRACE
2 x 5 SMB: 2" x 5" x 0.050" x 0.116"
NOTCH PROFILE MAY VARY
TUSVDUVSF
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
2 x 9
(9)/ #14
TO PERMIT CORRECT # SMS
PURLIN
TzmwftusjK!1703703132
2 x 7 SMB: 2" x 7" x 0.055" x 0.120"
2 x 10
(9)/ #14
2 x 8 SMB: 2" x 8" x 0.072" x 0.224"
COLUMN PER PLAN
2 x 9 SMB: 2" x 9" x 0.072" x 0.224"
MAINTAIN MIN, OF 5/8" SEPERATION
2 x 9(H) SMB: 2" x 9" x 0.082" x 0.306"
FROM EDGE OF BEAM SMS O.C.
2 x 10 SMB: 2" x 10" x 0.092" x 0.374"
DETAIL A
DETAIL E - UPRIGHT TO BEAM
DETAIL "D" - ROOF BRACING CONNECTION
CONNECTION SCALE: NTS
SCALE: NTS
ALUMINUM INTERNAL OR EXTERNAL
MINIMUM NUMBER OF TAPCONS INTO CONCRETE &
RECEIVING CHANNEL w/(4) #10x.75"
# 12 X 3/4" S.M.S. INTO UPRIGHT / EACH SIDE OF BEAM
INTO GIRT OR PURLIN & (2) #14x.75"
THROUGH SECONDARY 2" X 2" X 0.125" ANGLES
INTO BEAM OR UPRIGHT 0.062 ANGLE
(4) #10x1-1/2" SMS INTO
(SEE BELOW)CLIPS MAYBE USED
SCREW BOSSES
2X4 S.M.B. (1) 1/4" X 2-1/4" S.S. TAPCON & (2) # 12 X 3/4" S.M.S.
2X5 S.M.B. (1) 1/4" X 2-1/4" S.S. TAPCON & (2) # 12 X 3/4" S.M.S.
FASTEN TOP OF HEADER TO INTERSECTING
2X6 S.M.B. (2) 1/4" X 2-1/4" S.S. TAPCON & (3) # 12 X 3/4" S.M.S.
2"x2" MEMBER w/(2) #10 SMS w/1"
PENETRATION INTO SCREW BOSS OF
2X7 S.M.B. (2) 1/4" X 2-1/4" S.S. TAPCON & (4) # 12 X 3/4" S.M.S.
2"x2" MEMBER - TYP. BOTH SIDES
2X8 S.M.B. (3) 1/4" X 2-1/4" S.S. TAPCON & (5) # 12 X 3/4" S.M.S.
2X9 S.M.B. (4) 1/4" X 2-1/4" S.S. TAPCON & (6) # 12 X 3/4" S.M.S.
2X10 S.M.B. (5) 1/4" X 2-1/4" S.S. TAPCON & (7) # 12 X 3/4" S.M.S.
PURLIN
2"x2" DOOR JAMB
MEMBER
SELF-MATING OR
UPRIGHT, BEAM-SNAP,
1/8"x2"x2"x ANGLE
SNAP SECTION TYP.
SELF MATING, OR HOLLOW
5032 H-32 ANGLE
(2) - #12 SMS INTO COLUMN
1"x2" O.B. BASE PLATE-TYP.
1/4" MASONRY ANCHOR EACH
ANGLE - EACH SIDE COL.
1-1/4" MIN. CONC.
FASTEN HEADER w/(2) #10x3"
ANCHOR EMBEDMENT
INTO SCREW BOSS OF HEADER
DETAIL "C" - GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE: NTS
2" MIN. INCREASE DISTANCE
2-1/4" MIN. CONC.
ALTERNATE HEADER CONNECTION
WHEN GREATER THAN 2x4
ANCHOR EMBEDMENT
WHEN Z-BAR IS USED - FASTEN
UPRIGHT IS USED
SECONDARY ANGLE
Z-BAR TO COL/HEADER AT EACH
CORNER AND 18" O/C
3000 PSI CONC.
2"x2"x.063" - DIM. TO MATCH PURLIN
SLAB/ FTG.
SIZE RECEIVING CHANNEL
6x6-10x10 WWM
(2) #12 SMS INTERNAL TO EAVE RAIL
NOTE
SIDE VIEW
OR FIBERMESH
(3) #12 EACH SIDE INTO PURLIN
WHERE PAVERS ARE PRESENT USE 5/16"
ALTERNATE BASE PLATE CONNECTION
TAPCON XL (RED HEAD MFG.) MASONRY
ATTACH 2"x2" TO BASE PLATE
ANCHORS TO PENETRATE UNDERLYING
(INTERNAL) w/(2) #10x2" SMS
CONCRETE FOOTING 2-1/4" (MIN.)
1/4" MASONRY ANCHOR
AT EACH ANGLE
(2) - #12 SMS
ATTACH BASE PLATE TO 2"x2"
w/(2) #10x3" SMS INTO SCREW
EAVE RAIL - SEE PLAN
BOSS OF BASE PLATE
1/4" TAPCON XL (RED HEAD MFG. OR EQUAL)
EXTRUSION
2 @ 1x2 BASE
1x2 OPEN BACK
2 @ SLAB (BEYOND)
UPRIGHT
EXTRUSION
(2) #10x2" SMS THRU 1x2 INTO
EAVE RAIL EACH SIDE OF COLUMN
1"x2" BASE PLATE ANCHORED
TO CONC w/ 1/4" MASONRY
ANCHOR 6" MAX EACH SIDE
OF POST AND 24" O.C. MAX
1-1/4" CONC. EMBEDMENT TYP.
6"
3000 PSI CONC.
SLAB/ FTG.
DESIGN DATE:06/13/2021
1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OF
6x6-10x10 WWM
FRONT VIEW
COLUMN 1-1/4" PENETRATION INTO UNDERLYING FOOTING
OR FIBERMESH
DETAIL "G" - SLOPED PURLIN
REVISION 1:DATE
DETAIL "F" - DOOR JAMB & HEADER
CONNECTION SCALE: NTS
REVISION 2:DATE
DETAIL "B" - 2"x4" OR LARGER SELF MATING
SHEET:
CONNECTION SCALE: NTS
UPRIGHT TO DECK DETAILS SCALE: NTS
DRAWN BY:ST
03
SCALE:NTS
1"x5"x2" WIDTH EXTRUDED GUTTER BRACKET
GIRT FASTENED INTERNALLY AT EACH END
Ejhjubmmz!tjhofe!
(THICKNESS OF LEG @ WOOD SCREW SHALL BE
w/ #10x1.5" EACH SCREW GROOVE. FASTEN
0.125" MIN., LONG LEG SHALL BE 0.072" MIN.)
TO BEAM w/ 2"x2""x1/8" ANGLE (2) #12 SMS
@ EACH BEAM w/(2) #12x3/4" SMS @ 1" SPACING
cz!Dsbjh!F!
INTO BEAM & (2) #10x1.5 THRU ANGLE INTO
INTO GUTTER LIP. FOR BEAMS ABOVE 2x8 INSTALL
GUTTER WHERE NO GIRT IS PRESENT, ATTACH
GUTTER BRACE AT MIDPOINT BETWEEN BEAMS &
ANGLE DIRECTLY TO GUTTER
Hvoefstpo!
INCLUDE 2" GUTTER BRACE AT EACH BEAM
LOCATION.
Ebuf;!
BQQSPWFE
.050" GUTTER STIFFNER
3132/17/25!
TUSVDUVSF
2"x2"x1/8" ANGLEFASTEN TO FASCIA w(2)
#12x2" WOOD SCREW
w/(2) #12 SMS
TzmwftusjK!1703703132
FASTEN TO GUTTER w(2)
EACH LEG
29;22;53!.15(11(
GUTTER
#12 SMS
EXISTING HOST STRUCTURE
BRACE
WHEN BEAM & PURLIN
(DESIGNED BY OTHERS)
HIT ON CORNER -
BEAM
FASTEN OUTSIDE OF
BEAM & PURLIN
(2) #12 SMS
(2) #14 WOOD SCREWS @ 1"
w/ 1/8"x2"x2" ANGLE
SPACING @ EACH GUTTER BRACKET
& (4) #12 SMS EACH LEG
& (1) @ 18" O.C. MAX.
MIN. EMBEDMENT SHALL BE 2"
(9) #14x3/4" SMS
CLOSE BOTTOM OF
1/8" PLATE ON 45° ANGLE
BEAM WHEN TRIMMED
OR 1/8"x2"x2" ANGLE w/(4)
FOR BEAM OVER 2x5
.044 RECEIVING CHANNEL,
#12 SMS INTO EACH
.044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER
FASTEN w/(2) #12 SMS
INTERSECTING MEMBER
INTERNALLY w/(2) #12 SMS
FASTEN INSIDE CORNER
EACH SIDE OF BEAM
ALTERNATELY 2x2x1/8" ANGLE BELOW GIRT, (2) #14 SMS INTO
(BEAM TO PURLIN)
BEAM & (2) #12 SMS INTO STRUCTURAL GUTTER
w/ 1/8"x2"x2" ANGLE
w/(2) #12 SMS
INTO EA. MEMBER
(BEAM & PURLIN)
SIDE VIEW
EYEBOLT FOR
CABLE TENSION
OPTIONAL GIRT
PERIMETER
DETAIL "M" BEAM & PURLIN TO GUTTER
#10 SMS WITHIN 6"
1/8" STAINLESS STEEL
FRAMING
& @ 24" O.C. MAX.
FASTEN GUTTER TO
BRAIDED CABLE
CONNECTION SCALE: NTS
FASCIA w/ #14x2"
WOOD SCREW 18" O.C.
(2) #12 SMS
DETAIL "I-2" CABLE CONNECTION
AT CORNER SCALE: NTS
GUTTER
BRACE
(2) #14x2"
WOOD SCREW
2x2x1/8" ANGLE
@ 1" SPACING
EA. SIDE OF BEAM
1/8" STAINLESS STEEL
w/(2) #12 SMS
BRAIDED CABLE
EACH LEG EACH SIDE
(2) #14 WOOD SCREWS
40° MIN.
FASCIA (2"x6" MIN. EXISTING)
INTO FASCIA
60° MAX.
(2) #12 SMS
STRUCTURAL
GUTTER
2"x2"x1/8" ANGLE w/(2)
GIRT
TOP VIEW
#12 SMS EA. LEG
DETAIL "H" BEAM TO GUTTER
CONNECTION SCALE: NTS
3" A.S.T.M. A-36 STEEL CLIP
3000 PSI CONC.
WITH (2) 3/8"x3" SLEEVE ANCHORS
SMB
6x6-10x10
FOR PAVERS (2) 1/4"x6" TAPCONS
WWM OR FIBERMESH
THRU PAVERS INTO FOOTING
GIRT
F
1/8" STAINLESS STEEL
BRAIDED CABLE
40° MIN.
1/8"x2"x4" STRAP
F
60° MAX.
STRUCTURAL GUTTER
(2) #12 SMS INTO BEAM
SIDE VIEW
(2) #12 SMS INTO GUTTER
F
F
F
F
3/16"-5052-H32 GUSSET
F INTERNAL OR EXTERNAL
GIRT
3000 PSI CONC.
2 x 10 SMB ILLUSTRATED(2) GUTTER BRACES
6x6-10x10
3/8" DIA x 3" EMBED
EACH w/(2) #12 SMS
F
WWM OR FIBERMESH
FASCIA
INTO GUTTER & (2) #14CONC. SCREW ANCHOR
WOOD SCREWS INTO FASCIA(TAPCON OR EQUAL)
TABLE B-1
GUTTER
NOTE F
COL. TO BEAM BEAM TO BEAM
1/8" STAINLESS STEEL
2"x2"x1/8" ANGLE w/(2)
BEAM
BRACE
INSTALL FASTENERS ALONG PERIMETER OF GUSSET
BRAIDED CABLE
QTY SMS/QTY SMS/
#12 SMS EA. LEG
SIZE
-BEAM JOINT 3/8" MIN, FROM EDGE. FASTENERS
40° MIN.
SIDE OF COL.EA. FACE/SIDE
MAY BE STAGGERED TO INSURE PROPER
60° MAX.
QUANTITY PER TABLE B-1
(5) #12(9) #12
2 x 4
(2) #12 SMS
FASTENER PATTERN MAY APPEAR DIFFERENT
(5) #12(9) #12
2 x 5
FROM ILLUSTRATION.
MAINTAIN 1/2" SEPARATION BETWEEN FASTENERS.
SMB
(7) #12(9) #12
2 x 6
MAINTAIN 3/8" MIN, FASTENER SEPARATION FROM
BEAM JOINT OR EDGE OF BEAM LAP
(10) #12(10) #12
2 x 7
FASTENERS MAY BE EVENLY SPACED AROUND
EDGE OF GUSSET WITHIN 3/8" OF BEAM JOINT.(12) #12(14) #12
2 x 8
1/8"x2"x4" STRAP
FASTENERS MAY BE STAGGERED TO INSURE
3000 PSI CONC.
GIRT
(2) #12 SMS INTO BEAM
(14) #14(14) #14
STRUCTURAL GUTTER
PROPER QUANTITY PER TABLE B-1 2 x 9
6x6-10x10
1.5"x5.5" ALUM. STRAP
(2) #12 SMS INTO GUTTER
WWM OR FIBERMESH
w/(2) 3/8" DIA. x 3"
(16) #14(15) #14
DESIGN DATE:06/13/2021
2 x 10
MASONRY ANCHOR
TOP VIEW
(TAPCON OR EQUAL)
REVISION 1:DATE
DETAIL "L" CORNER CONNECTION
DETAIL "I-1" CABLE CONNECTION
REVISION 2:DATE
SHEET:
DETAIL "K" GUSSET CONNECTIONSCALE: NTS
AT FOUNDATION SCALE: NTS
DRAWN BY:ST
SCALE: NTS
04
SCALE:NTS
.024 FLASHING SEALED TO
Ejhjubmmz!tjhofe!
WALL (TYP.)
2"x2"x.063" - DIM. TO MATCH PURLIN
cz!Dsbjh!F!
SIZE RECEIVING CHANNEL
EXISTING RAFTER
(2) #12 SMS INTERNAL TO EAVE
#14x4" S.M.S. w/ 1-1/4" Ø FENDER WASHER
OR TRUSS
RAIL (3) #12 EACH SIDE INTO PURLIN
AND NEO-PRENE GASKET @ 12" O.C.
Hvoefstpo!
#14x1/2" S.M.S. W/ INTEGRAL 3/4"Ø WASHER AND
#14x1/2" S.M.S. W/ INTEGRAL 3/4"Ø
NEOPRENE GASKET @ 12" O.C., TOP & BOTTOM.
WASHER AND NEOPRENE GASKET
IF CLEARANCE PROHIBITS INSTALLATION OF TOP
@ 12" O.C., TOP & BOTTOM
Ebuf;!
FASTENERS USE #14x4" S.M.S. W/ 1-1/4" Ø FENDER
WASHER AND NEOPRENE GASKET @ 12" O.C.
EXTRUDED OR BRAKE-FORMED ROOF HEADER
3132/17/25!
EXTRUDED OR BRAKE-FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044" MIN. THICKNESS)
OR RECEIVING CHANNEL (0.044" MIN. THICKNESS)
WITH MIN. 1-1/2" BEARING LEG.
SECURE FASCIA TO EACH
WITH MIN. 1-1/2" BEARING LEG.
29;22;57!.15(11(
RAFTER TAIL W/ (1) 1/4" Ø x 4"
LONG PAN HEAD LAG SCREWS
(1) 1/4" Ø x 2" LAG SCREW @ 24" O.C.
CARRIER BEAM
BEFORE ATTACHING REC. CHANNEL
ENTIRE LENGTH OF RECEIVING CHANNEL
PER PLAN
HOST STRUCTURE
1/4" Ø x 2-1/2" LONG WOOD LAG SCREW OR
MASONRY OR WOOD
1/4" Ø x 2-1/4" LONG MASONRY ANCHORS
ROOF PANEL ATTACHMENT - WOOD FRAME
@ 24" O.C. MAX.
PURLIN TO CARRIER BEAM + SOLID ROOF
SCALE: N.T.S.
CONNECTION SCALE: N.T.S.
ROOF PANEL ATTACHMENT - MASONRY
SCALE: N.T.S.
BQQSPWFE
TUSVDUVSF
TzmwftusjK!1703703132
1"x5"x2" WIDTH EXTRUDED GUTTER BRACKET
(THICKNESS OF LEG @ C.B. SCREW SHALL BE
#14x4" S.M.S. w/ 1-1/4" Ø FENDER WASHER
0.125" MIN., LONG LEG SHALL BE 0.072" MIN.)
AND NEO-PRENE GASKET @ 12" O.C.
(2) 3/8" DIA. MACHINE
@ EACH BEAM w/(2) #12x3/4" SMS @ 1" SPACING
BOLTS THRU CARRIER
INTO GUTTER LIP. (2) #14 SMS OT TEK SCREWS @ 1"
#12 X 9/16" W/ 5/8" NEO-WASHER
CARRIER BEAMBEAM & POST
GIRT FASTENED INTERNALLY AT EACH END
SPACING @ EACH GUTTER BRACKET & (1) @ 18" O.C.
(3) PER PAN FOR PANS
PER PLAN
w/ #10x1.5" EACH SCREW GROOVE. FASTEN
MAX. (SEE NOTE)
TO BEAM w/ 2"x2""x1/8" ANGLE (2) #12 SMS
1"x5"x3" WIDTH EXTRUDED GUTTER BRACKET
NOTE:
INTO BEAM & (2) #10x1.5 THRU ANGLE INTO
(THICKNESS OF LEG @ #14 SMS OR TEK SHALL BE
FOR BEAMS ABOVE 2x8 INSTALL
3X3 OR 4X4
GUTTER WHERE NO GIRT IS PRESENT, ATTACH
0.125" MIN., LONG LEG SHALL BE 0.072" MIN.)
GUTTER BRACE AT MIDPOINT BETWEEN BEAMS &
POST PER PLAN
ANGLE DIRECTLY TO GUTTER
@ 24" O.C. w/(2) #12x3/4" SMS @ 1" SPACING
INCLUDE 2" GUTTER BRACE AT EACH BEAM LOCATION
INTO GUTTER LIP. (2) #14 SMS OR TEK @ 1"
*FOR 2X9 AND 2X10
CAGE
SPACING @ EACH GUTTER BRACKET
USE #14 INTO BEAM
BEAM
& (1) @ 18" O.C. MAX.
(2) 3/8" THRU-BOLT
& (3) 1/4" TAPCON
BEAM TO POST CONNECTION #1
STRUC.
THRU CARRIER BEAM
INTO HOST 2-1/4" MIN.
GUTTER*FOR 2X9 AND 2X10
& POSTS
DETAIL SCALE: N.T.S.
USE #14 INTO BEAM
GIRT FASTENED INTERNALLY AT EACH END
& (3) 1/4" TAPCON
CAGE
w/ #10x1.5" EACH SCREW GROOVE. FASTEN
INTO HOST 2-1/4" MIN.
BEAM
TO BEAM w/ 2"x2""x1/8" ANGLE (2) #12 SMS
INTO BEAM & (2) #10x1.5 THRU ANGLE INTO
#14x4" S.M.S. w/ 1-1/4" Ø FENDER WASHER
POST
GUTTER WHERE NO GIRT IS PRESENT, ATTACH
AND NEO-PRENE GASKET @ 12" O.C.
(2) #12 SMS
(2) 3/8" DIA. MACHINE
ANGLE DIRECTLY TO GUTTER
3X3 OR 4X4
BOLTS THRU CARRIER
SIDE VIEW
5 OR 7 IN.
CARRIER BEAM
POST PER PLAN
BEAM & POST
STRUCTURAL
PER PLAN
FOR BEAM OVER 2x5
FOR BEAM OVER 2x5
GUTTER
.044 RECEIVING CHANNEL FASTEN
.044 RECEIVING CHANNEL FASTEN
TO STRUCTURAL GUTTER
TO STRUCTURAL GUTTER
CARRIER BEAM
INTERNALLY w/(2) #12 SMS
3X3 OR 4X4
PER PLANINTERNALLY w/(2) #12 SMS
SIDE VIEW
ALTERNATELY 2x2x1/8" ANGLE
POST PER PLAN
ALTERNATELY 2x2x1/8" ANGLE
BELOW GIRT, (2) #14 SMS INTO
BELOW GIRT, (2) #14 SMS INTO
BEAM & (2) #12 SMS INTO GUTTER
BEAM & (2) #12 SMS INTO GUTTER
BEAM TO POST CONNECTION #2 ROOF PANEL TO CARRIER BEAM W/ GUTTER + ROOF BEAMBEAM TO CARRIER BEAM W/ GUTTER + SOLID ROOF
DETAIL SCALE: N.T.S.CONNECTION SCALE: N.T.S.CONNECTION SCALE: N.T.S.
MAY USE: (4) 3/8"x5" TAPCON
(4) 3/8"x4" TAPCON THRU
IN LIEU OF 1/2" DIA. ANCHORS
BOTTOM LEG OF ANGLE
(4) 1/4"x3-1/4" TAPCON
1"
INTO CONC.
MAY USE: (2) 3/8"x4" TAPCON
(2) 1/2" DIA. EXPANSION BOLTS
THRU BOTTOM LEG OF
(3) 1/4" DIA. MACHINE
SEE NOTE #2 THIS PAGE
ANGLE INTO CONC.
IN LIEU OF 3/8" DIA. ANCHORS
BOLTS w/ WASHERS
(3) 1/4" DIA. MACHINE
FOR BOLT PLACEMENT
(2) 3/8" DIA. MACHINE
(2) 3/8" DIA. EXPANSION BOLTS
2"
BOLTS w/ WASHERS
BOLTS w/ WASHERS
SEE NOTE #1 THIS PAGE
(2) 3/8" DIA. MACHINE
FOR BOLT PLACEMENT
BOLTS w/ WASHERS
2" FROM EDGE
1"3-3/4" FROM EDGE
3-3/4" FROM EDGE
OF SLAB/ FTG.
2" FROM EDGE
3-3/4" FROM EDGE
OF SLAB/ FTG.
OF SLAB/ FTG.
OF SLAB/ FTG.
OF SLAB/ FTG.
3-3/4" FROM EDGE
OF SLAB/ FTG.
TOP VIEWMAY USE (4) #14x1" TEK
(3) 1/4" DIA. MACHINE
TOP VIEW
TOP VIEW
MAY USE (3) #14x1" TEK
TOP VIEW
BOLTS w/ WASHERS
IN LIEU OF THRUBOLTS
(2) 3/8" DIA. MACHINE
IN LIEU OF THRUBOLTS
3"x3" POST
3"x3" POST4"x4" POST
COLUMN PER PLAN
BOLTS w/ WASHERS
PER PLAN(SEE PAGE-2(SEE PAGE-2
(3) 1/4" DIA. MACHINE
(2) 1/2" DIA. EXPANSION
(2) 3/8" DIA. EXPANSION BOLTSFOR SIZE)FOR SIZE)
(2) 3/8" DIA. MACHINE
BOLTS w/ WASHERS
BOLTS SEE NOTE #2
SEE NOTE #1 THIS PAGE
BOLTS w/ WASHERS
1/8"x2"x2"x3-3/4"THIS PAGE FOR BOLT
1/8"x2"x3"
FOR BOLT PLACEMENT MAY USE (4) #14x1" TEK
MAY USE (3) #14x1" TEK
(LENGTH) ANGLEPLACEMENT
(LENGTH) ANGLE
IN LIEU OF THRUBOLTS
(INTERNAL)
IN LIEU OF THRUBOLTS(4) 3/8"x4" TAPCON
(4) 1/4"x3-1/4" TAPCON (INTERNAL)
THRU BOTTOM LEG
THRU BOTTOM LEG OF
2"x4"x0.125 ANGLE
3"x3"x0.125 ANGLEOF ANGLE INTO CONC.
ANGLE INTO CONC.
3000 PSI CONC. 3000 PSI CONC. 3000 PSI CONC. 3000 PSI CONC.
SLAB/ FTG.SLAB/ FTG.SLAB/ FTG.SLAB/ FTG.
DESIGN DATE:06/13/2021
6x6-10x10 WWM 6x6-10x10 WWM 6x6-10x10 WWM 6x6-10x10 WWM
OR FIBERMESHOR FIBERMESHOR FIBERMESHOR FIBERMESH
REVISION 1:DATE
FRONT VIEWFRONT VIEWFRONT VIEW
REVISION 2:DATE
SHEET:
3"x3" POST CONNECTION DETAIL3"x3" POST CONNECTION DETAIL4X4 COLUMN ALT. BASE ATTACHMENT4"x4" POST CONNECTION DETAIL
DRAWN BY:ST
(INTERNAL BASE) SCALE: N.T.S. SCALE: NTSDETAIL SCALE: NTS SCALE: NTS
05
SCALE:NTS