HomeMy WebLinkAboutPLANSGENERAL NOTES
1. DESIGN CRITERIA:
-- APPLICABLE CODES, REGULATIONS & 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: D
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 Wx8" 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.
2Ce
ALUMINUM SPECIFICATIONS: a2�
- 1. ALUMINUM-EX-T-RUSIONS SHALL BE 6005 T5-ALLOY UNLESS -- ST, LUCIE COUNTY BUILDING-D ION -- --
OTHERWISE SPECIFIED. REVIEWED FOR COMPLIANC
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH REVIEVyEp
#12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER. DATE
3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050". PLANS AND PE I MUST BE KEPT JOB
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS SITE OR NO INSPECTIONS) WIL MADE
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 CONCEALED EALED FASTENER OR A I TACHMEIVTS
5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN ARE THE .RESPONSIBILIIyOF-THE
WIND_SP_EED_S_EXCEED_7-5_MP_H_P_ER-FBC._ __-r'r'�RACTO OHRE,,,
6. SCREEN MATERIAL SHALL BE 18/14 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 1'X2" 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.
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.
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 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 APPLY
SCR =SCREEN Fl
Lf
KP =KICK PLATE
PW - PICTURE WINDOW
X = HORIZ. SLIDING WINDOW
O = HORIZ. STATIONARY WINDOW
DH = DOUBLE HUNG WINDOW
SH= SINGLE HUNG _P
WINII9„r
SIP = SOLID INSULATED BANSNS
CT = CABLE TIE REQUIRED BY
SG = SUPER GUTTER MAY BE NECE
CS = CLEAR SPAN COMPLY Will -
KB = KNEE BRACE
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2"x2"x0.044"
2 x 3: 2"x3"x0.044"
2 x 4: 2"x4"x0.044"
2 x 5: 2"x5"x0.050"
OPEN BACK SECTIONS
1 x 2: 1 "x2"x0.044"
1 x 3: 1 "x3"x0.044"
SNAP SECTIONS
2 x 2 SNAP: 2"x2"x0.050"
2 x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"x4"x0.045"
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"x0.092"x0.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES.
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DESIGN DATE:
10/03/2018
REVISION 1: DATE
PAGE
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REVISION 2: DATE
SCALE: NTS
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NOTE: BEAWPURLIN MAY BE
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FASTEN 2X2 TO GUTTER
W/#12X2-1/2" SMS
18"O/C AND E/S COL
TRANSOM CONNECTION
SCALE: N.T.S.
EAVE RAIL SECTION
ATTACHED TO BEAM W/
(4) #10 X 1-112" SMS
INTO SCREW BOSS
112 EAVE RAIL ATTACHED
TO COL. (INTERNAL) W/
(2)#10 X 1-1/2" SMS
FASTENED TO EAVE RAIL
SECTION W/#10 X 1-1/2"
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DESIGN DATE:
10/03/2018
REVISION 1: DATE
PAGE:
DOOR LOCATION TO BE DETERMINED BY CONTRACTOR IN THE FIELD
-REVISION 2: DATE
(NOT TO EFFECT DESIGN SPANS & STRUCTURAL MEMBERS SHOWN)
2
SCALE: NTS
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FLASHING
1"x2" FASTEN TO COL. (INTERNAL)
W/(2) #10xl-1/2"SMS, FASTEN TO
EAVE RAILS ABOVE W/#10X1-1/2" SMS
24" O.C. AND 6" FROM END.
TABLE D
BEAM QTY EACH SIDEISIZE
2 x 3
4/12
2 x 4
8/10
2x5
8/10
2x6
10/10
2 x 7
12110
2 x 8
8/14
2 x 9
9/14
2 x 10
9/14
'HORIZONTAL OR SLOPED
- _ --
- -I - --- NOTCHED TO RECE
COLUMN WITHIN
SMS, (EACH SIDE)
QTY PER TABLE D
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TO PERMIT CORRECT # SMS
COLUMN PER PLANS
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
PENETRATEINTO
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.)
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
(2) #10)
INTO BI
BEAM
INSTAL
TO COI
SELF -MATING OR
1/8"x2"x2"x ANGLE SNAP SECTION TYP.
5032 H-32 ANGLE PER PLAN
2 - #12 SMS INTO COLUMN 1"x2" O.B. BASE PLATE-TYP.
1/4" MASONRY ANCHOR EACH o o 2-1/4" MIN. CONC.
ANGLE - EACH SIDE COL. o 0
ANCHOR EMBEDMENT
2" MIN. WHEN GREATER
THAN 2x4 UPRIGHT IS USED
SEE TABLE "B" SECONDARY
ANGLE SCHEDULE
3000 PSI CONC. SLAB/ FTG.
6x6-10xl0 SIDE VIEW
WWM OR FIBERMESH
1/4" MASONRY ANCHOR
AT EACH ANGLE 2 - #12 SMS
1/4" TAPCON XL (RED HEAD MFG. OR EQUAL)
2 @ lx2 BASE
2 @ SLAB (BEYOND)
1"x2" BASE PLATE ANCHORED
TO CONC w/ 1/4" MASONRY
ANCHOR 6" MAX EACH SIDE
OF POST AND 24" O.C. MAX
,`; ;
3000 PSI CONC. SLAB/ Fl
6x6-1006 FRONT VIEW
WWM OR FIBERMESH
DETAIL "B" - 2"x4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE:
(2) #10x3" SMS INTO SCREW
BOSSES FOR EDGE MEMBER,,""",
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EDGE DISTANCE, PLATE MAY BE
FASTENED INTERNALLY TO BRACE
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DETAIL "D" - ROOF BRACING CONNECTION
DETAIL SCALE: NTS
'ALL MEMBERS PER PLAN
`MEMBERS VARY PER PLAN
FASTEN TOP OF HEADER TO INTERSECTING
MEMBER w/(2) #10 SMS w/1"
PENETRATION INTO SCREW BOSS OF
MEMBER - TYP. BOTH SIDES
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" O/C
ALTERNATE BASE PLATE CONNECTION
ATTACH MEMBER TO BASE PLATE
(INTERNAL) w/(2) #10x2" SMS
ATTACH BASE PLATE TO MEMBER
w/(2) #10x3" SMS INTO SCREW
BOSS OF BASE PLATE -_
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL w/(4) #10x.75"
INTO GIRT OR PURLIN & (2) #14.75" j
INTO BEAM OR UPRIGHT 0.062 ANGLE
CLIPS MAYBE USED j
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SCREW BOSSES
UPRIGHT, BEAM -SNAP,
SELF MATING, OR HOLLOW
DETAIL "C" - GIRT OR PURLIN TO BEAN
OR POST DETAIL SCALE: NTS
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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
3"x2" EDGE BEAM \
(2) #10x5" SMS
INTO SCREW BOSSES
CONNECTING EDGE
BEAM TO PURLIN
1"x3" FASTENED TO COLUMN
w/(2) #10xl-1/2" SMS INTO
SCREW BOSSES FOR SMB
OR SNAP COLUMN
DETAIL "G" - SLOPED PURLIN
CONNECTION SCALE: NTS
(12) #12xl" SMS
@ V SPACING
3"x2" EDGE BEAM
(2) #10x5" SMS
INTO SCREW BOSSES ,
CONNECTING EDGE
BEAM TO PURLIN
ALTERNATE DETAIL"G" SLOPED
PURLIN CONNECTION SCALE: NTS
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COLUMN PER PLAN
1-1/2'k 1/16" PLATE
(TOP OR BOTTOM)
1"x3" FASTENED TO COLUMN
w/(2) #10xl-1/2" SMS INTO
SCREW BOSSES FOR SMB
OR SNAP COLUMN
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COLUMN PER PLAN
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DESIGN DATE:
10/03/2018
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 FOR BEAMS ABOVE 2x8 INSTALL
INTO BEAM & (2) #10xl-1/2" THRU ANGLE INTO GUTTER BRACE AT MIDPOINT
GUTTER WHERE NO GIRT IS PRESENT, ATTACH BETWEEN BEAMS & INCLUDE 2"
ANGLE-DIRECTLY'TO-GUTTE - -- —GUTTER BRACE AT EACH-BEA
LOCATION
2"x2"xl/8" ANGLE
w/(2) #12 SM
EACH LEG
BEAM °
(2) #14x2" WOOD
(2)_#12 SMS_ _ SCREW 18"O.C.
0
0
CLOSE BOTTOM OF o 0
BEAM WHEN TRIMMED
.044 RECEIVING CHANNEL,
FASTEN w/(2) #12 SMS FOR BEAM OVER 2x5
EACH SIDE OF BEA 044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER
INTERNALLY w/(2) #12 SMS
ALTERNATELY 2x2xl/8" ANGLE BELOW GIRT, (2) #14 SMS INTO
BEAM & (2) #12 SMS INTO STRUCTURAL GUTTER
SIDE VIEW
#10 SMS WITH[I
OF BEAM & 24"
2x2xl/8" AN(
EA. SIDE OF
w/(2) #12 SM
EACH LEG E
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"x6" MIN. EXISTING)
STRUCTURAL
GUTTER
"ALTERNATELY SEE PAGE 5
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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
(2X10SMB ILLUSTRATED)
TABLE B-1
BEAM
SIZE
COL. TO
BEAM
QTY SMS/
SIDE OF COL.
BEAM TO
BEAM
QTY SMS/
FACEISIDE
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
(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 --
"ALTERNATELY SEE PAGE 5 - v
DETAIL "M" BEAM & PURLIN TO GUTTER
CONNECTION SCALE: NTS
(2) #12 SMS
2x2xl/8" ANGLE w/(2) GIRT
#12 SMS EA. LEG,
SMB °
WHEN BEAM & PURLIN
HIT ON CORNER -
FASTEN OUTSIDE OF
BEAM & PURLIN
- - w/-1/8'W"x2".ANGLE -
& (4) #12 SMS EACH LEG
FASTEN INSIDE CORNER
(BEAM TO PURLIN)
w/ 1/8"x2"x2" ANGLE
w/(2) #12 SMS
INTO EA. MEMBER
(BEAM & PURLIN)
#14 WOOD SCREWS
0 FASCIA 18" O.C.
GIRT
1/8"x2"x4" STRAP
(2) #12 SMS INTO GUTTER SIDE VIEW STRUCTURAL GUTTER
(2) GUTTER BRACES
EACH w/(2) #12 SMS
INTO GUTTER & (2) #14
WOOD SCREWS INTO FASCIA
GIRT
1/8'S2"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)
°
#12 SMS EA. LEG
0
(2) #12 SMS
0 0
SMB
1/8'S2"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" SP
1/8" PLATE ON 45° ANGLE
OR 1/8"x2"x2" ANGLE w/(4
#12 SMS INTO EACH
INTERSECTING MEMBER
PERIMETE
FRAMING
DETAIL "1-2" CABLE CONNECTION
AT CORNER SCALE: NTS
STAINLESS STEEL
40° MIN. BRAIDED
AIDED CABLE
60° MAX.
YEBOLT FOR
ABLE TENSION
1/8" STAINLESS STEEL
BRAIDED CABLE
..
4" MIN. SLAB
WFOOTING 3/8" DIA x 3" EMBED
CONC. SCREW ANCHOR
(TAPCON OR EQUAL)
3000 PSI CONC.
40° MIN. 6x6-10x10
60° MAX WWM OR FIBERMESH\
o `o;,
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4" MIN. SLAB
WFOOTING
1.5"x5.5" ALUM. STRAP
w/(2)1/4" DIA. x 2AK'
MASONRYANCHOR
(TAPCON OR EQUAL)
DETAIL "I-1" CABLE CONNECTION
AT FOUNDATION SCALE: NTS
3000 PSI CONC.
6x6-10xl0
WWM OR FIBERMESH
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DESIGN DATE:
10/03/2018
REVISION 1:
DATE
PAGE:
REVISION 2:
DATE
SCALE:
NTS
3/16" 5052-1-132 GUSSET
#14_ SMS @ 1 1/4" O.C.
2" X PURLINS ATTACH TO
BEAM WITH MIN (4) #10 X 1 1/2" SMS
PLACE WASHER UNDER SCREW
IN GUSSET CORNER
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1 1/4" (TYPICAL) °
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NOTES:
1. GUSSET DIMENSION ARE MINIMUM (2)
REQ'D (1) EA SIDE OF BEAM - MAYBE
INTERNAL OR EXTERNAL
2. AS BEAM SIZE CHANGES, ADD OR
SUBTRACT SCREWS TO MAINTAIN 1-1/4" C/C SPACING
3. GUSSET LENGTHS REMAIN CONSTANT
WIDTHS CHANGE TO MATCH BEAM SIZE.
2"X2"X1/8" ANGLE X 4" LONG
PROVIDE #14 X 1" INTO EACH
MEMBER AS INDICATED
BELOW PROVIDE INTERIOR
ANGLE ABOVE AND BELOW
CHAIRRAIL
EXTERIOR
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 (3/8" MIN. PLATE EDGE DISTANCE
& C-C FASTENER SPACING)
x2x0.0
K-BRACE
LATERAL "K"-BRACING
CONNECTION DETAILS
GUSSET PLATE
PER E-SERIES
PURLIN
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)
I
1" X 2" O.B. FASTENED TO CORNER
-- POST W(-#12 X 1 1/2"-SMS-AT 6" FROM
"ANGLE TOP & BOTTOM RAILS TYPICALLY @ 24" O.C.
1" INTO EACH
IDICATED BELOW 1/8" X 2" X 2" EXTRUDE ANGLE 5052
H-32 ALLOY EA CORNER W/ (2) #14 X 2"
CORNER POST
SMS INTO POST & (1) 3/8" DIA
CONCRETE SCREW ANCHOR INTO
6"
CONCRETE
(2) #10 X 1 1/2" SMS
THRU SCREW BOSSES z va- Mai C0NC
-- - - - - - - - - - NCHOR EVBEDMENT
- --
SLAB/FOOTING
NOTES: SEE PLAN
1. CONNECTION DETAIL
AT EAVE RAIL SIMILAR SIDE VIEW
CORNER K-BRACE DETAIL
SCALE: N.T.S.
SELF MATING
BEAM
(4) #14 X 3/4" SMS
INTO POST
1" X 2" BASE PLATE
ANCHORED TO CONC W/ 1/4"
CONTRACTOR TO INSTALL
INS
CONCRETE SCREW ANCHOR
#14 X 2" SMS BRACE
(MIN. 1 EMBED)
INTO BEAM THRU GUSSET
6" MAX EACH SIDE OF POST
E
PLATE
AND 24" O.C. MAX
CORNER POST
K-BRACE
-Zx 2 x 0.093
BRACE (TYE
�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
2"
CORNER POST W/ 1" X 2" @
BACKSIDE
3/8" X LENGTH AS REQUIRED
FOR 2 1/4" EMBED CONCRETE
SCREW ANCHOR INTO
I CONCRETE
J
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FRONT VIEW
CP-1 CORNER POST TO CONCRETE DETAIL
A-4 SCALE: NTS
F,
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6" x 5" x 0.050" COLUMN
6063-T6 ALLOY PLATE
(ONE SIDE) OR STRONGER 2 x 2 x 0.093
BRACE (TYP.)
K BRACE
2 x 3 x 0.070 CHAIR RAIL
IO
O O i O GIRT (CHAIR RAIL)
K-BRACE __ i 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:
10/03/2018
REVISION 1: DATE
PAGE:
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REVISION 2: DATE
SCALE: NTS
POST
(3) 1/4' DIA. MACHINE BOLTS -
i40TE: FOR DOUBLE OR TRIPLE CARRIER
,.
W/ 3/4' DIA. WASHERS THRU
BEAM, OUTSIDE WEBS SHALL OVERLAP
CARRIER BEAM 8 POST
4x4 POST OR NOTCH POST AS ABOVE
Z'x2' FASTENED TO CARRIER
FOR 6x6 POST. ALL CASES, CONNECT
BEAM WA2) #IOXI-1/2' SMS INTO
--- - - -
—USING-MACHINE-SOL-TS
DECRIBED ABOVE.
— SCREW -BOSSES -EACH END
CARRIER BEAM
CARRIER BEAM
(3) 1/4' DIA. MACHINE BOLTS
w/ 3/4' DIA, WASHERS THRU
CARRIER BEAM B POST
I'X2' MEMBER
FOR SCREENING
VARIES
(2) Z'x_ SMB
I'x2' MEMBER
(3) 1/4' DIA. MACHINE BOLTS _
2'x2'x0.062' W/ 3/4' DIA, WASHERS THRU
RECEIVING CHANNEL CARRIER BEAM 8 POST
ROOF BEAM
(SLOPED OR FLAT)
NOTE USE SIMILAR DETAIL
FOR NOTCHED UPRIGHT
CONNECTION TO CARRIER
BEAM
HORIZONTAL BEAM (SEEPAGE2 - - - --FOR-SCREENING - - - - - -- (5)-#T2x374' SMS-
ON ITS SIDE FOR SIZE) (TYP. EACH SIDE)
#14XI SMS 12' O.C.
(IF REQUIRED) STAGERED ROWS
RECEIVING 2' FOR SINGLE
RECEIVING CHANNEL HORIZONTAL BEAM
OR ANGLE EACH SIDE 4' FOR DOUBLE
HORIZONTAL
(6) #IOx0.75' 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' FROM EDGE
OF SLAB '
(2) 3/8' DIA. EXPANSION BOLTS
SEE NOTE #1 THIS PAGE
FOR BOLT PLACEMENT
Z' FROM EDGE
OF SLAB '
(2) ROWS OF (5)
#10x1-1/2' 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
#10XII/2SMS @ 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 B01
SEE NOTE #2 THIS PAGE
FOR BOLT PLACEMENT
SMB
PAGE-2
IIZE)
-3/4' FROM EDGE
F SLAB (TYP.)
TOP VIEW
TOP VIEW
(2) 1/4' DIA. MACHINE
BOLTS W/ WASHERS
4'x4' POST SIZE
STITCH W/(2)
VARIES SEE PG 2
#12x3/4' SMS
(3) 1/4' DIA. MACHINE
@ 12' O.C.
3* 3' POST
BOLTS W/ WASHERS
(2) 3/8' DIA. EXPANSION BOLTS
(SEE PAGE-2
FOR SIZE)
2-X_ SMB
SEE NOTE #1 THIS PAGE
(SEE PAGE-2
FOR BOLT PLACEMENT
3'X3'XO.125 ANGLE
(2) 1/2' DIA. EXPANSION
FOR SIZE)
BOLTS SEE NOTE #2
THIS PAGE FOR BOLT
2'x4'xO.125 ANGLE
a
PLACEMENT
3000 PSI CONC.
° •
• °
SLAB/ FTG.
° °
e
°°e
6x6-IO"0 WWM
• ;•
,
3000 PSI CONC.
° • •°
°
°
OR FIBERMESH
°
SLAB/ FTG. °
<
°
•
6x6-IOx10 WWM
FRONT VIEW
OR FIBERMESH
FRONT VIEW
YXY
POST CONNECTION DETAIL
SCALE: N.T.S.
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 112' 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 QUANITY= BEAM SIZE
rosl
TOP VIEW
CARRIER BEAM. I 0
POST
(3) 1/4' DIA. MACHINE BOLTS
W/ 3/4' DIA, WASHERS THRU
CARRIER BEAM B POST
J ` (3) 1/4' DIA. MACHINE
BOLTS W/ 3/4' DIA,
WASHERS THRU CARRIER
BEAM 8 POST
l CARRIER BEAM
(3) 1/4' DIA. MACHINE
BOLTS W/ 3/4' DIA.
WASHERS THRU CARRIER
BEAM & POST
FRONT VIEW
CORNER CARRIER BEAM CONNECTION
DETAIL SCALE: N.T.S.
(4) 3/8'x4' TAPCON THRU
BOTTOM LEG OF ANGLE
INTO CONC.
3-3/4' FROM ED,
OF SLAB (TYP.)
TOP VIEW
4'X4' POST
(3) 1/4' DIA. MACHINE
(SEE PAGE-2
BOLTS W/WASHERS
FOR SIZE)
I/8'x2'x2'x33/4'
(LENGTH) ANGLE
(4) 3/8'x4' TAPCON
(INTERNAL)
THRU BOTTOM LEG
OF ANGLE INTO CONC.
3000 PSI CONC.
SLAB/ FTG.
°
6x6-10x10 WWM
• ;°
OR FIBERMESH
FRONT VIEW
4"x4" POST CONNECTION
DETAIL
(INTERNAL BASE)
SCALE: N.T.S.
(2) 1/2' DIA. EXPANSION BOLTS
SEE NOTE #2 THIS PAGE
FOR BOLT PLACEME"T
3-3/4' FROM EDGI
OF SLAB (TYP.)
TOP VIEW
(3) 1/4' DIA. MACHINE
BOLTS w/ WASHERS
(2) I/2' DIA. EXPANSION
BOLTS SEE NOTE #2
THIS PAGE FOR BOLT
PLACEMENT �
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4'X4' POST
(SEE PAGE-2
FOR SIZE)
- 2'x4'xO.125 ANGLE
a
° °
3000 PSI CONC. >
SLAB/ FTG.
6x6-IOx10 WWM ° °.•
OR FIBERMESH
FRONT VIEW
4"W' POST CONNECTION DETAIL
SCALE: N.T.S.
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DESIGN DATE:
10/03/2018
REVISION 1:
PAGE:
REVISION 2:
SCALE:
NTS