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. & SEI7
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: B
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 314" 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
IL 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 8"x8" 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 OTHERWISE
NOTED.
ALUMINUM SPECIFICATIONS:
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 PER FBC.
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
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.)
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 VX2" 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 V-0" IN
HEIGHT.
MISCELLANEOUS:
JUL 2 52019
permitting
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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 & ASSURE
EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND.
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 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
KP = KICK PLATE
PW = PICTURE WINDOW
X = HORIZ. SLIDING WINDOW
O = HORIZ. STATIONARY WINDOW
DH = DOUBLE HUNG WINDOW
SH= SINGLE HUNG WINDOW
SIP = SOLID INSULATED PANEL
CT = CABLE TIE
SG = SUPER GUTTER
CS = CLEAR SPAN
KB = KNEE BRACE
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2"x2"x0.044"
2 x 3: 2"xW4.044"
2 x 4: 2"x4"x0.044"
2 x 5: 2"x5"0.050"
OPEN BACK SECTIONS
1 x 2: 1 "x2"0.044"
1 x 3: 1 "x3"4.044"
SNAP SECTIONS
2 x 2 SNAP: 2"x2"x0.050"
2 x 3 SNAP: 2"xW4.050"
2 x 4 SNAP: 2"x4"x0.045"
1�
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REV
EWED FOR
CODE
OMPLIANCE
ST. LL
CIE COUNTY
BOCC
SCANNM
BY
St. Lucie Coull
SELF MATING (SMB)
2 x 4 SMB: 2"x4"0.044"0.100"
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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DATE: 06/2012019
N1: DATE PAGE:
N 2: DATE 1
NTS
THESE PLANS WERE PREPARED BASED ON THE PREMISE THATT6 NG STRUCTURE
WAS DESIGNED BY A PROPERLY LICENSED PROFESSIONAL ENGINce., "HE STATE OF
FLORIDA, WAS PERMITTED BYTHE APPROPRIATE PERMITTING AGENCY, WAS
CONSTRUCTED BY A FLORIDA LICENSED CONTRACTOR ATTHE TIME OF CONSTRUCTION,
HAS NOT BEEN SUBJECTTO DAMAGE BY A MAJOR EVENT, AND HAS BEEN CERTIFIED
BY THE CONTRACTOR THATTHE EXISTING STRUCTURE CURRENTLY SHOWS NO DEVIATIONS
OR DEFECTS FROM THE STATE OF THE STRUCTURE AS PERMITTED BYTHE FINAL INSPECTION
OF THE PERMITTING AGENCY.ALSO, THE OWNER AND ALL PARTIES CONCERNED WILL
INDEMNIFY FLORIDA ENGINEERING LLC FROM ANY DAMAGES OR CHANGESTO THE
EXISTING STRUCTURE AS A RESULT OF ANY MODIFICATION OR FOR ANY OTHER REASON.
HOST SITE BEAM
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EXISTING APPROVED
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COMPOSITE PANELS
(FL.# 7561.1-R4)
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SLAB ONLY
EXISTING FOUNDATION I L II NEWFOUNDATION
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ST. LUCIE COUNTY
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DOWELL INTO EXISTING CONCRETE 48" 01
#5 REBARS- DRILL 3/4" HOLE 4" EMBEDMENT.
- EPDXY W/ NON -SHRINKING "SIMPSON EPDXY
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DESIGN DATE: 06/20/2019
REVISION I: DATE
PAGE:
REVISION 2: DATE
SCALE: NTS
1s NE: (2) 3/8' DIA.
• SEE TABLE k _ - BOLTS THRU
REC. CHANNEL 8 POST
IN LIEU OF #14 SHE
0
° CARRIER BEAM
0 PER PLAN
POST
I
iEE PAGE-2
FOR SIZE)
#14x3/4-SMS
QUANTITY = SEE TABLE
(TYP. EACH BIDE)
..MAY USE: M 3/8' DIA.
MACHINE BOLTS THRU
REC. CHANNEL B BEAM
IN LIEU OF 014 SMS
BEAM TO COLUMN CONNECTION
DETAIL SCALE: N.T.S.
BEAM TO COLUMN W/ RECEIVER TABLE
BEAM SIZE
QUANTITY/SIZE
LEG TO BEAM E/S
QUANTITY/SIZE
TO COL. INTERNAL
2X4
(4) #12 - (2) #16
(8) #12 - (3) #16
2X5
(5) #12 - (3) #16
(10) #12 - (3) #16
2X6
(5) #12 - (3) #16
(10) #12 - (4) #16
2X7
(6)#14-(4)#16
(12) R14 - (4) #16
2X8
(7)#14-(4)#16
(12)#14-(6)#16
2X9
(8)#14-(5)#16
(14)#14-(6)#16
2X10
(9)414-(6)#16
(14) 014 - (7) #16
CARRIER BEAM
1I4x3/4' SMS "MAY ME: W 31W DIA.
OUANTITY - SEE TABLE MACHINE BOLTS THRU
REC. CHANNEL 8 POST
I IN LIEU OF #14 SMS
0
° CARRIER BEAM
0 PER PLAN
#14 3/4'SMS
POST
QUANTITY • SEE TABLE
(SEE PAGE-2
(TYP. EACH SIDE)
FOR SIZE)
••MAY USE: (2) 3/0' DIA.
MACHINE BOLTS THRU
REC. CHANNEL- 8 BEAM
IN LIEU OF .14 SHE
BEAM -TO CARRIER BEAM
CONNECTION DETAIL SCALE: N.T.S.
BEAM TO BEAM W/ RECEIVER TABLE
BEAM SIZE
QUANTITY/SIZE
LEG TO BEAM E/S
QUANTITY/SIZE
TO BEAM. INTERNAL
2X4
(4) #12 - (2) #16
(8) #12 - (3) #16
2X5
(5) #12 - (3) #16
(10) #12 - (3) #16
2X6
(5) #12 - (3) #16
(10) #12 - (4) #16
2X7
(6) #14 - (4) #16
(12) #14 - (4) #16
2X8
(7)#14-(4)#16
(12J#14-(6)#16
2X9
(8)#14-(5)#16
(14)#14-(6)#16
2X10
(9)#14-(6)#16
(14)#14-(7)#16
FOR ALUMINUM PANS OR GALVALUME STEEL PANS
USE #12 X 911W W/ 3/0' NEO-WASHER (3) PER PAN
FOR COMP. PANELS #12 X T U. THAN PANEL THICKNESS
SMS W/ 1-1/2' NEO-WASHER 12. INC (4) PER PANEL
Z ROOF PER
P
Z UM
COVER ENO OF PANEL
CARRIER BEAM
CARRIER BEAM
(SEE PAGE-2
(SEE PAGE-2
CARRIER BEAM
FOR SIZE)
FOR SIZE)
(SEE PAGE-2
FOR SIZE)
(2) 3/8' DIA. MACHINE
(2) 3/8' DIA. MACHINE
BOLTS THRU CARRIER
BOLTS THRU CARRIER
(2) 318' DIA. MACHINE
BEAM 8 POST
BEAM a POST
BOLTS THRU CARRIER
NOTE: FOR DOUBLE OR TRIBLE CARRIER
NOTE: FOR DOUBLE OR TRIBLE CARRIER
BEAM 8 POST
BEAM. OUTSIDE WEBS SMALL OVERLAP
BEAM. OUTSIDE WEBS SMALL OVERLAP
NOTE: FOR DOUBLE OR TRIBLE CARRIER
4x4 POST OR NOTCH POST AS ABOVE
4x4 POST OR NOTCH MST AS ABOVE
BEAM. OUTSIDE WEBS
SHALL OVERLAP
FOR 6x6 POST. ALL
USING MACHINE BOLTS
CASES, CONNECT
DECRIBED ABOVE.
FOR 6x6 POST. ALL CASES. CONNECT
USING MACHINE BOLTS DECRIBED ABOVE.
4x4 POST OR NOTCH
FOR 6x6 POST. ALL
POST AS ABOVE
CASES. CONNECT
USING MACHINE BOLTS
DECRIBED ABOVE.
POST
POST
POST
(SEE PAGE-2
•OPTIONALEXTRUDED GUTTER IS
FOR SIZE)
ATTACHED TO 3• INSULATED ROOF
W/#ItxT 6' FROM ENDS 24' O.C.
BEAM TO POST CONNECTION BEAM TO POST CONNECTION ROOF PANEL TO CARRIER BEAM
OPTION #2 SCALE: N.T.S. OPTION #2 SCALE: N.T.S. CONNECTION SCALE: N.T.S.
2• FROM E
OF SLAB
(2) U4' DIA. MACHINE
BOLTS./ WASHERS
(2)3/8-DIA. EXPANSION BOLTS
SEE NOTE 41 THIS PAGE
FOR BOLT PLACEMENT
CONC. FOOTING
BELOW
(2) 3/8' DIA. EXPANSION BOLTS
SEE NOTE #I THIS PAGE
FOR BOLT RACEMENT
BOTTOM
ATOM L G OF N THRU
BOTTOM LEG OF ANGLE
INTO CONIC.
® 2-FROM EDGE
OF SLAB
2• FROM EDGE
TOP VIEW of STAB
TOP VIEW
3- 3- POST
(2) 1/4' DIA. MACHINE (SEE PAGE-2
BOLTS wIWASHERS FOR SIZE)
""'POST 1/8•x2•x3•
(SEE PAGE-2 (UNGTH) ANGLE
FOR SIZE) (4) VWX3' TAPCON (INTERNAL)
THRU BOTTOM LEG
3'xSxO.125 ANGLE OF ANGLE INTO CONC.
300D PSI CONC. .� A
SLAB/ FTG.
6x6_10M WWM q•
3
OR FIBERMESH
FRONT VIEW
3"x3" POST CONNECTION DETAIL
SCALE: N.T.S.
30M PER CONC. • . • • • • •• g
SLAB/ FTG. g
6x"Ulo "It q•
OR FIBERMESH
FRONT VIEW
3"x3" POST CONNECTION DETAIL
(INTERNAL BASE) SCALE: N.T.S.
4TH WALL / ROOF TO C.B.
CONNECTION SCALE: N.T.S.
(4)3/ $'X4' TAPCON THRU
BOTTOM LEG OF ANGLE
INTO
3-3/4' FROM ED,
OF SLAB (TW.)
TOP VIEW
(3) 11W DIA. MACHINE ,Y
BOLTS w/WASMERS
(4) 3/8'YA'TAPCON
THRU BOTTOM LEG
OF ANGLE INTO LONG �
300D PSI CONIC.
SLAB/ FTG.
6x6-IOXIO WWM
OR FIBERMESH
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE_COUNTY
®OCC
(2) 1/2• DN. EXPANSION BOLTS
SEE NOTE #2 THIS PAGE
1•
FOR BOLT PLACEMENT
—r
1•
3-3/4' FROM EDGE
OF STAB (TV.)
TOP VIEW
C0 1/4'DIA. MACHINE
BOLTS w/ WASHERS
WX4• POST
(SEE PAGE-2
FOR SIZE)
(2) Wr DIA. EXPANSION
- 1/0•x2•x2'x33/4•
BOLTS SEE NOTE
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THIS PAGE FOR BOLT
(INTERNAL)
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4"x4" POST CONNECTION DETAIL
(INTERNAL BASE) SCALE: N.T.S.
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DESIGN DATE: 06/20/2019
REVISION I: DATE
PAGE:
REVISION2: DATE
SCALE: MS
TO
0" 0�*N%31W SMS O IT O.C. TOP
B BOTTOM FOR COMPOSITE
F OR (3) PER PAN
.050-3- RECEIVING CHANNEL
CONCRETE OR FILLED FASTEN TO MASONRY WALL
MASONRY W/ I/4' X 3" TAPCONS
IF O/C (INTERNAL)
FOR ALUMINUM PANS:
1/4' X 2' TAPCON (OR EQUAL) W/ 5/B'
NEO-WASHER THROUGH BOX END OF PAN
ROOF PANEL ATTACHMENT- MASONRY
-- SCALE: N.T.S.
I/B"R"FCX ANGLE
W32 H-32 ANGLE
2 - 012 SHE INFO COLUMN
IP: MASONRY ANCHOR EACH
ANGLE - EACH SIDE COL.
A • d • r�.
3DUU PSI CONC.
SLAB/ FTG.
6X6-IOM WWM SIDE VIEW
OR FIBERMESH
1/4' MASONRY ANCHOR
AT EACH ANGLE —
EXISTING RAFTER
OR TRUSS
C
1 #12X3/4' SMS O 12- O.C. TOP
B BOTTOM FOR COMPOSITE
OR (3) PER PAN
.05D X 3- U-HEADER
2' NOMINALSTRUCTURAL
FASCIA
DIA MIN. N
`FOP COMPOSITE PANELS:
0 #12 X Z'SMS
THROUGH RECEIVING
CHANNEL O 12' O.C.
ALTERNATELY:
FOR ALUMINUM PANS:
(0 I LAG BOLT
X T SMS THRINTO
OUCH
THROUGH RECEIVING
WD
'BOXED END': INTO WD FASCIA
'BOXED
CHANNEL 0 IT O.C.
ROOF PANEL ATTACHMENT - WOOD FRAME
SCALE: N.T.S.
WALL
BEAM
BOSSES -1.1/2•
EMBEDMENTTYPICAL
(DRI LACCESSHOLES
INTOTOPOFBEAMTO
ACCOMOMTE HEX DRIVER)
SELF -MATING OR
SNAP SECTION TV.
PER PLAN
I'X2' O.B. BASE PLATE-TYP.
2AW MIN. CONC.
ANCHOR EMBEDMENT
2' MIN. ANCHOR BRACING
WHEN GREATER THAN 2X4
• - UPRIGHT IS USED SEE
TAPCON SCHEDULE ABOVE
2 - 012 SMS
I1W TAPCON XL (RED HEAD MFG. OR EQUAL)
2 0 IX2 BASE
2 0 SLAB (BEYOND)
3• PANELS PER PIAN FASTENED
RAW WSW/ 1-1/2• NEO-PRENE WAHHER
912°#.,(4) PER PANEL I
0
0
EACH #12 S.M.S. INTO EACH MEMBER
AS SHOWN
SEE PLANVIEW FOP UPRIGHTSI2E
(NOTCAEDTOACCOMODATE BEAM)
3• PANELS PER PLAN FASTENED
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@ 12•o.c.(4) PER PANEL I
0
0
O
BEAM 3Y2W.050'
SECTION (SCREEN FACE) ELEVATION
EDGE BEAM FASTENING DETAILS -3"X2"BEAM & HOLLOW POST
(3'X2"HEADER DETAIL N1)
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL w/(4) #IOX.75'
INTO GIRT OR PURLIN 6 (2) #I4X.75-
INTO BEAM OR UPRIGHT 0.062 ANGLE
CLIPS MAYBE USED
• `I'X2- BASE PLATE ANCHORED
TO CONIC w/ 1/4' MASONRY
ANCHOR 6" MAX EACH SIDE OF POST AND 24- O.C. MAX WRIGHT. BEAM -SW,
. �: # SELF MATING. OR HOLLOW
6'
(4) #10. -SMS INTO
SCREW BOSSES
PURLIN
MEMBER
3000 PSI CONIC. 6A6' 1
SLAB/ FTC. �y 1
XIOWWM FRONT VIEW
OR FI
OR FIBERMESM
UPRIGHT TO DECK CONNECTION
DETAIL SCALE: N.T.S. DETAIL "C" - GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE: N.T.S.
ANCHORING UPRIGHT TO FOUNDATION NOTES:
I.- IF PAVERS ARE PRESENT, CONCRETE ANCHORS SHALL PENETRATE INTO FOOTING 2-1/4" MIN. (TYP.)
2.- WHEN FASTENING TO WOOD USE 1/4" GALV. LAG SCREW IN LIEU OF CONC. ANCHORS AND ENSURE
2-1/4" MIN. PENETRATION INTO STRUCTURAL FRAMING BENEATH (TYP.)
3.- NO SECONDARY ANGLE REQUIRED FOR 2X3 UPRIGHTS OR DOOR JAMBS.
VLONGSTRAP
FASTENED
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(THIS PAGE)
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SCALE: N.T.S.
DESIGN DATE:
06/2012019
REVISION I:
DATE
I PAGE:
REVISION 2:
DATE
/4
SCALE:
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