HomeMy WebLinkAboutENGINEERING PROJECT SPECSGENERAL NOTES
1. DESIGN CRITERIA:
ALUMINUM SPECIFICATIONS:
APPLICABLE CODES, REGULATIONS & STANDARDS:
1. THE 2014 FLORIDA BUILDING CODE, 5TH EDITION SPECIFICALLY
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM &
CHAPTER 23 WOOD.
2: ASCE 7-10. & SEI7
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- B
3. SCREENED ROOF ENCLOSURE FBC 2014 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 FOR TERMITES IN COMPLIANCE WITH THE
FBC. EXCEPTION: AN INSPECTION IS NOT REQUIRED FOR
DRIVEWAY SLABS,PATIO SLABS, WALKS, ETC.'
WHICH ARE CONSIDERED NON -HABITABLE SPACES
G. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER.
2. IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN
SOUND CONDITION, FREE FROM STRUCTURAL CRACKING,
SPALLING & OTHER DETERIORATION. NO ADDITIONAL FOOTING
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED
CONSTRUCTION.
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.
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 BE PER FBC.
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC..
FASTNER SPECIFICATIONS:
1. FASTENERS ARE REQUIRED TO BE SAE GIR.ADE 2 OR BETTER
ZINC PLATED.
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 #10X'i-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.G. 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 REIN FORCED.CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS V-0" IN
HEIGHT.
MISCELLANEOUS:
1. SCREENED ENCLOSURES CONTAINING S1A/IMMING POOLS SHALL
COMPLY WITH THE APPLICABLE REQUIRLIJIENTS OF FBC
R4101.17 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 STRUCTU-RE SHALL NOT BE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
STRUCTURE.
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.
I;T LUCIS COUNTY
8VI40ING DIVISION
REVIEWED
FOR COMPLIA
REVIEWED BY
DATE LQ-N-il
MUST BE KETT ON JOB OR
INSPECTION WILL BE MADE
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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 & ASSE
EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOU
i
LEGEND: (ALL MAY NOT APPLY)
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SCR = SCREEN cQ.s
KID = KICK PLATE o
PW = PICTURE WINDOW as
X = HORIZ. SLIDING WINDOW z
0 = HORIZ. STATIONARY WINDOW
DH = DOUBLE HUNG WINDOW
SH= SINGLE HUNG WINDOW n
SIP = SOLID INSULATED PANEL
CT = CABLE TIE L °'u
SG = SUPER GUTTER z
CS = CLEAR SPAN C>
KB = KNEE BRACE
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS LE cKr
2 x 2: 2"x2"x0.044"'
2 x 3: 2"x3"x0.044"
2 x 4: 2"x4"4.044" L c c
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2 x 5: 2 x5 x0.050 C0
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OPEN BACK SECTIONS r; 0 e
1 x 2: 1 "x2"x0.044" CL 3 co -
1 x 3: 1 "x3"0.044" `
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SNAP SECTIONS=_¢F)
2 x 2 SNAP: 2"x2"4.050"
2 x 3 SNAP: 2"x3"x0.050" a.- � =R=
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2 x 4 SNAP: 2"x4"4.045" -
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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"x10"0.092"0.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES.
FILE COPY
..j
x 8" FOOTER
HOUSE
Gratip
3000 PSI 8
FIBERMESH 8" X 8" FOOTI
p
W(1) #5 REBAR CONT.
FOOTING PIN NOTE:
CONCRETE FOOTING INTERSECTING EXISTING FOOTING
NEW 4" CONCRETE SLAB
DOWELL INTO EXISTING CONCRETE45 REBAR, (2) 6"
3/4" HOLE 6" D
EXISTING SLAB
3000 PSI W/FIBERMESH
NMSIMPSON EPDXY -TIE" OR EQUAL PROVIDE 8BEDDMENT-DRILL
o DOOR
AVAILABLE FOR LAP ONTO NEW REBARS
L PAD
SLAB PIN NOTE:
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
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DESIGN DATE:
11/17/2017
REVISION 1: DATE
PAGE:
REVISION 2: DATE
SCALE: NTS
3
(
NOTE: 2x4 SMB BEAM ONLY REQUIRES 4"
WIDTH GUTTER BRACKET W/ (2) 3/8" LAGS
5" OR T'x6" WIDTHx0.250"
EXTRUDED GUTTER BRACKET @
EA. BEAM W/ (4) #;2x3/4"
S.M.S. INTO GUTTER LIP
4) 3/8" LAG SCREWS @ 1-1/2-
SPACING @ EA GUTTER BRACKET
Vx2"4.045" OPEN
& (1) @ 12 O.C. MAX -MIN EMBEDMENT
BACK W/ (2) #12x2"
SHALL BE 2"
INTO GUTTER & (1) #12x
2" @ 24" O.C.
O
BEAM 1 O
0
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2"x2"x1/8" X ALUMINUM
ANGLE W/ (2) #14x3/4"
THE HOST STRUCTURE SHALL
S.M.S. INTO BEAM ON EA SIDE
HAVE AT LEAST A 2"x4"
(4) INTO GUTTER
FASCIA AND ROOF TRUSS
SYSTEM. CONTRACTOR SHALL
OPTIONAL: 2"x2"x0.062"
4) #14x3/4" S.M.S. VERIFY THIS AND IF
RECEIVING CHANNEL W/ (2)
INTO GUTTER EA SIDE SMALLER CONTRACTOR
#10x3/4" EA SIDE TO
SHALL BRING STRUCTURE UP
COVER EXPOSED BEAM
TO A 2"x4" FASCIAAND
ENSURE LESS THAN A 2'-0"
OVERHANG
GUTTER BRACKET & BEAM ATTACHMENT DETAIL
SCALE:NTS
NOTES:
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) #10x5/8" S.M.S. MINIMUM.
2. DOOR SHALL BE ATTACHED TO ENCLOSURE W/ (2) HINGES MINIMUM.
3. HINGS SHALL BE ATTACHED TO DOOR WITH (4) #104/8" S.M.S. FASTEN A
1"x2"4.044" TO UPRIGHT W/#12x1" 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) #10xl 1/2"
SMS N
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"S2"
"S3"
"S4'
2X4
12
4
3/4"
11/2"
16".
3.75"
2X5
12
4
3W'
1112"
16"
4.75"
2X6
16
5
1"
11/2"
19"
5.75"
2X7
20
6
1"
11/2"
22"
6.75"
2X8
24
7
1"
13/8"
2T
7.75"
2X9
24
7
V
13/9'
23"
8.75"
2X10
28
8
1"
11/4"
24"
9.75"
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 MAYBE 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.
FOR SLOPED BEAMS
MAINTAIN ALL SCREW SPACING
FROM EDGE OF BEAM
2"x2" EAVE RAIL SECTION
(UNLESS OTHERWISE SHOWN
ON S-2) ATTACHED TO BEAM W/
(4)10x2" SMS INTO SCREW
BOSS
1"x2" OPEN BACK EAVE
RAIL ATTACHED TO
UPRIGHT W/ (2)
#10xl 1/2" SMS INTO SCREW
BOSS
#10x1 1/2" SMS 24" C/C
#14x3/4" SCREWS
(SEE TABLE ABOVE)
SELF -MATING BEAM
SHALL BE NOTCHED 7
FOR UPRIGHT / .
(MIN) UPRIGHT
UPRIGHT TO BEAM CONNECTION -ALL WIND ZONES
SCALE:NTS
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1 1/2"xl/16" PLATE
(TOP OR BOTTOM)
1"x2" FASTENED TO COLUMN
WITH (2) #10x1 1/2" SMS
INTO SCREW BOSSES FOR
SMB OR SNAP COLUMN
(12) #12xl' SCREWS
@ 1" SPACING
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INTO SCREW BOSSES
CONNECTING EDGE
BEAM TO PURLIN
69-I1]
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.
SLOPED OR FLAT PURLIN CONNECTION DETAIL
SCALE:NTS
EDGE MEMBER
OR PURLIN
(2) #10x4" SMS INTO SCREW
BOSSES FOR EDGE MEMBERS
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ROOF BRACING CONNECTION DETAIL
SCALE:NTS
DESIGN DATE: 11/17/2017
REVISION 1: DATE
PAGE:
REVISION 2: DATE
SCALE: NTS
(4) #10x3/4" SMS
FASTENING SECONDARY
ANGLE TO COLUMN
(TYP EACH SIDE)
(B) 3/8" 0 CONCRETE SCREW
ANCHOR INTO SECONDARY
ANGLE
(TYP EACH SIDE)
(SEE TABLE)
ANCHOR SPA
(MIN) (TYP) (SEE TABLE)
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
2X10
2
4.5
SECONDARY ANGLE MIN
0.125" THICK (NOT
REQUIRED FOR 20
MEMBER)
—PRIMARY 2"x2"
x0.125" ANGLE
2) #10x3/4" SMS FASTENING
COLUMN TO PRIMARY ANGLE OPTION #1
O cr (TYP EACH SIDE)
O I
O "x2" BASE MEMBER
(TYP EACH SIDE)
(4) #10x1 1/2" SMS I I
INTO SCREW BOSSES j OPTION #2
1) 3/8" 0 CONCRETE SCREW I I
ANCHOR INTO PRIMARY
I
ANGLE AND @ 1/4" 0 CONCRETE I
�3" MIN. SCREW ANCHOR @ I
24" O.C. BETWEEN COLUMNS
NOTES: (TYP EACH SIDE) -------------- CIF
(
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 3/4" 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 3/8" 0 LDT FOR BOTH PRIMARY & SECONDARY ANGLES.
6. 2X2X.045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3
MEMBER.
2"xY OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS
SCALE:NTS
91 - A-36 STEEL
LIP M
CLIP MAY BY PLACED ON
.�
TOP OR SIDE OF DECK W/
TOP OF
A CHO3/8"R"SLEEVE
ANCHOR
CONCRETE
DOUBLE COMPRESSION
°
SLEEVES
a
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a
4" NOMINAL SLAB
v
° d
c°
MINIMUM
3/8" OX3" MASONRY
OPTION #1
ANCHOR (MIN 3 3/4"
2500 PSI CONCRETE W/
EMBEDMENT
4" SLAB ONLY
WELDED WIRE OR
FIBERMESH
125" STAINLESS
STEEL CABLE
2500 PSI CONCRETE W/
WELDED WIRE OR
TOP OF
FIBERMESH
CONCRETE
4" NOMINAL SLAB
MINIMUM
1 1/2"X5 1/2" ALUMINUM J OPTION #2
STRAP W/ (2) 3/8" OX3" USE WITH FOOTING
MASONRY ANCHOR
(MIN 3 3/4" EMBEDMENT)
CABLE TO FOUNDATION CONNECTION DETAIL
SCALE:NTS
CORNER POST
EAVE RAIL \��\\\IL�O • • • • �/�•/`�'`i
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PATIO SECTION =
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3" x 3" x 0.050" MIN., 6063-T6 ALLOY
PLATE DR STRONGER (ONE SIDE) WITH
IC SHOWN (3/8"MIN. PLATE EDGE DISTANCE /01111 1 1 11 111\1\\\\
& C-C FASTENER SPSPACING)NG)
PLANS AND AI°Iw mCpoSm 111ioi.;ARE SUB-
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K-BRACE C-QUIRED-BY FIELD INSPECTORI THAT
AY ICE INECESSA€ Y IN ORDER TO
2"x2" OR 2"x3"J I '
I
C"0/ 1 I:f Ir/ITW ALL A rpu'VABLE CODES.
MEMBER 1 .062"ALUMINUM INTERNAL OR
LATERAL"K"-BRACING
I I EXTERNAL RECEIVING CHANNEL
CONNECTION DETAILS
I W/ (4) #10x3W INTO BEAM OR
I 1 UPRIGHT (2) #14x3/4" EA LEG INTO
GIRT OR PURLIN (0.062" ANGLE
CLIPS W/ (2) #14x3/4" SMS EA LEG)
6" x 5" x 0.050"
PR BEAM -SNAP
6063-T6 ALLOY PLATE
(ONE SIDE) OR STRONGER
2 x 2 x 0.050
OR SEELFLF MATING OR HOLLOW
\ BRACE (TYP.) I COLUMN
K-BRACE
\ \ I
PURLIN OR GIRT TO BEAM OR POST DETAIL
``�
SCALE:NTS
2 x 2 x 0.050 CHAIR RAIL
O\ I
O I
O`er
O
O O O GIRT (CHAIR RAIL)
K-BRACE---------
----------a O
O O�
/-----
O I
2x2x0.050
I I
BRACE (TYP.L% (11 TOTAL) - 912 x 3/4"
S.M.S. AS SHOWN (1/2" MIN.
PLATE EDGE DISTANCE & I I
LATERAL "K"-BRACING
C-C FASTENER SPACING) I I
"x2"xl/8"ANGLE
CONNECTION DETAILS
4) SMS
/
O P TOP
TYP TOP AND SIDE)
O
Wit?
NOTE: WHEN USING OPTION #2
DIA STAINLESS CONNECTION CABLE MUST BE
FWELDED
CORNER POST
EEL CABLE WITHIN 6" OF CORNER OR
PRIMARY MEMBER.
3" x 2" x 0.050" MIN., 6063 T6 ALLOY
PLATE DR STRONGER (ONE SIDE)
INLESS
STEEL EYE BOLT
SIDE VIEW "0 (MIN) WASHER
OfOHENEATH NUT
O ---
O
I
TOP VIEW o
O
OPTION #2 ! o
(3) - #12 x 3/4" S.M.S.,
(8) #14x3/4 SMS EACH SIDE AS SHOWN I
(1/2" MIN. PLATE EDGE j j K-BRACE
DISTANCE & C-C
FASTENER SPACING)
x2x0.050
------ - ---- � ----- I i �% BRACE(TyP
O O
-- O O I O /
O
3/8" 0 ADJUSTABLE EYE O
I BOLT FOR CABLE TENSION ;---------------
= d
_ I I
---------------
/8" 0 STAINLESS
i / STEEL CABLE ° e a ° a
�--2"xZx1/8" EXTRUDED ANGLE
SIDE VIEW ON45°ANGLE
OPTION #1
CABLE CONNECTION AT CORNER
SCALE:NTS
a
d 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
CONCRETE OR FI
MASONRY
.024 FLASHING SEALED TO
YP.)
2x3/4" SMS @ 12" O.C. TOP
BOTTOM
-3" RECEIVING CHANNEL
TEN TO MASONRY WALL
/4" X 3" TAPCONS
18" O/C (INTERNAL)
ROOF PANEL ATTACHMENT - MASONRY
SCALE:NTS
0
EXISTING RAFTER
OR TRUSSER C - � COPY
cc),C #12x3/4" SMS @ 12" O.C. TOP
& BOTTOM +
040X3"LYHEADER (1'�l, t.�'. ��i E j1dS3 ALL PROOF, SM WORK
2" NOMINAL STRUCTURAL p _ y S _
FASCIAMIN. OR COMPOSITEPANELS: A1,-i a '+I f tEC"( T!d A(t1Y
(2) #12 X 2"SMS L� r^ r io p- Y p Y� 9 i a C
THROUGH RECEIVING FOR ALUMINUM PANS: Rr;:t < I 0 B 7 t 1 1.D 1%Sf E0T 01: S ) HAT
G
CHANNEL @ 12" O.C. #12 X 2" SMS THROUGH �,i r . , i• a a a r
"BOXED END": INTO WD FASCIH'd1A BE (�i•'ECtE�?�NRY IN E.t�i{�'E!ri TO
ALTERNATELY: (3) PER PAN
(1) 114W LAG BOLT c:f� j7""!.y 4 i I .�Zi'I �Fry ' !v 1?"i
THROUGH RECEIVING c1t WITH s A'"'" y la0i Ev.
CHANNEL @ 12" O.C.
ROOF PANEL ATTACHMENT - WOOD FRAME
SCALE:NTS
FOR ALUMINUM PANS OR GALVALUME STEEL PANS
WHERE ROOF INTERSECTS CAGE
USE #12 X 9/16" W/ 5/8" NEO WASHER (3) PER PAN
CAGE BEAM AND OPTIONAL GUTTER
FOR COMPOSITE PANELS #12 X 1" LG. THAN PANEL
GUTTER BRACE PER DETAIL "H "AT
THICKNESS SMS W/ 1-1/2" NEO-WASHER 12" O/C
EACH BEAM LOCATION
_ / COVER END OF PANEL ,
ROOF PER PLAN
BEAM PER PLAN
BEAM
(4) 3/8"x4" TAPCON THRU
BOTTOM LEG OF ANGLE
INTO CONC. 1^
2^
33/4" FROM EDGE —L 1"
OF SLAB
TOP VIEW
(3) 1/4" DIA MACHINE COLUMN PER PLAN
BOLTS w/ WASHERS
I 1/8'SQ"X1"x33/4"
(4) 3/8"x7" LTD TAPCON (LENGTH) ANGLE
THRU BOTTOM LEG (INTERNAL)
OF ANGLE INTO CONC.
(2)3/8"THRU-BOUT ma+zsn
SEE ALSO COL/EDGE14
BEAM ALTERNATES �" CONC. FOOTING `
NOTE: WHERE SMB USED �" BELOW %
FOR COL. AT END OF GUTTER CAGE BEAM ATTACH
BEAM ATTACH PER POST PER DETAIL "H" SHEET 4 FRONT VIEW
DETAIL "E" SHEET 3 COL. PER PLAN
WHERE MIDPOINT
ROOF PER PLAN 2"X2" PER PLAN COL. IS INDICATED. ALT. COLUMN BASE ATTACHMEN
ATTACH TO ROOF PANELS DETAIL SCALE: NTS
W/# 12 X 2-1/2" SMS 12" O/C
HOST 6" FROM ENDS ROOF TO CARRIER BEAM
CONNECTION SCALE: NTS (4) 3/8"x4" TAPCON THRU
BOTTOM LEG OF ANGLE
ALTERNATES FOR COL. INTO CONC
TO 2"X2"AT HEADER: CARRIER BEAM SEE NOTE #1XTHIISS PAGE BOLTS 1"
1-DETAIL "C" SHT 3 FOR BOLT PLACEMENT
2- (4) # 10 X 3" SMS (2) 1/4" THRU BOLT ____ 2"
THROUGH MEMBERABOVE SEE ALSOCOL/EDGE i I
INTO COL SCREW BOSS BEAM ALTERNATES ® 2" FROM EDGE
3- NOTCH COL. TO RECEIVE 2" FROM EDGE OF SLAB'
BEAM FASTEN W/ COL. PER PLAN OF SLAB • L---- OF SLAB M EDGE
(2)'/." THRU-BOLT
1 "X2" FASTEN TO/ 1" X 2" FASTEN TO
CHAIR RAIL PER PLAN ADJOINING WALL ADJOINING WALL TOP VIEW TOP MEWW/#12 X 1-1/2" SMS
W/#12 X 1-1/2" @ 18" O.C.
SMS @ 18" O.C. (2) 1/4" DIA MACHINE (3) 1/4" DIA MACHIN 4"x4"x0.125" POST
1/4"X2-3/4" TAPCONS BOLTS w/ WASHERS 3")6"x0.125" POST BOLTS w/ WASHERS I I
OR EQUAL AT 24" O.C. I I
AND 6" FROM ENDS ADJOINING BEARING WALL (2) 3/8" DIA EXPANSION BOLTS I (4) 3/8"x7" LTD TAPCON I 2"1Q"x0.125 ANGLE
WHERE KICK PLATE IS INDICATED SEE NOTE #1 THIS PAGE 3�
I THRU BOTTOM LEG I
FOR BOLT PLACEMENT Gi k0.125 ANGLE OF ANGLE INTO CONC. I
FASTEN W/#10 X 9/16" SMS I
8" O/C AT PERIMETER CONC FOOTIN CONC FOOTING
BELOW BELOW
EXISTING CONCRETE TYPICAL SIDE WALL 1/4" TAPCON (RED HEAD MFG. OR EQUAL) 6" FROM ENDS 24" O.C.
COLUMN 1-1/2" PENETRATION INTO UNDERLYING FOOTING FRONT VIEW FRONT VIEW
SCREEN ROOM END WALL 3"x3" POST CONNECTION DETAIL 4")W' POST CONNECTION DETAIL
SCALE:NTS SCALE:NTS SCALE:NTS
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