HomeMy WebLinkAboutSCREEN SPECIFICATIONSGENERAL 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: C
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
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.
04
SCANNED 0
ALUMINUM SPECIFICATIONS: By `��` �� N/�.�� 0
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS LQ% LUCle County,� %
OTHERWISE SPECIFIED. ,�-�Q1�- RECEIVED �Z :� 0 0 0 : a
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH ix L w o : Q o c
#12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER. JL u p� - : U C° ¢ O; AUG 2 7 2018
3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050".co
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS �v� Gpv �����- z �.
KICKPLATES SHALL BE AN INDUSTRY STANDARD OF 0.024 �G pQ- 'C� ST. Lucie County, Permitting c`�j' U o
Uj
INCHES.uj
5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN 54'J1�1/0ll l l i i W"����`
WIND SPEEDS EXCEED 75 MPH PER FBC. Q-� �A Q 5Q
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS �Op'C
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.G. 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 5'-0" IN
HEIGHT.
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.
Q4cOR 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.
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 APPL
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"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"
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"4.092"4.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDIC
IN INCHES.
MEGAVIEW SECTIONS
6 x 6 TUBE: 6"x6"x0.1875"
6 x 7 TUBE: 6"x7"x0.1875"
6 x 10 TUBE: 6"x10"x0.1875"
MINIVIEW SECTIONS
4 x 4 TUBE: 4"x4"x0.140"
4 x 6 TUBE: 4"x6"x0.1-40"
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DESIGN DATE: 07/02/2018
REVISION 1: DATE PAGE:
REVISION 2: DATE I�
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SANDERS SCREENING
GERAGHTY
1589 NW SWEETBA CIR,
PALM CITY, FL
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CENSF'QcS�b
N0. 60102
FLORIDA ENGINEERING LLC -__-
STATE OF
4456 TAMIAMI TRAIL, UNIT B14
PORT CHARLOTTE, FLORIDA 33980
(941) 391-5980 I f
www.flengineeringllc.com
raig E. Gunderson, P.E. #60102
PROJECT NO. 1817811-2 CA CERT. #30782 DA E: 08/13/2018
WELDED ALUMINUM
#12x3/4" TEK SCREWS GUTTER BRACKET
(4) THROUGH EACH ANGLE LEG (1) AT EACH BEAM
INTO INTERSECTING MEMBER
(EACH SIDE) 1/4"x31/2" LAG BOLTS
7 INCH HEAVY WALL
SUPER GUTTER
ATTACHED TO FASCIA
w/#12 SMS 18" O.C.
2"xZKO.125" ALUM /
ANGLE (1) PER SIDE
DETAIL "MV-7"-EXTRUDED GUTTER BRACE & MATING ELEMENT CONNECTION
SCALE: NTS
2x2 PURLINS ATTACHED TO BEAM
w/MIN. (4) #1Oxl1/2" SMS
PLACE WASHER UNDER SCREW
3/16" 5052-H32 GUSSET / IN GUSSET CORNER
#14 SMS
11/4" O.C. o
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NOTES:
1. GUSSET DIMENSIONS ARE MINIMUM, (2) REQ'D - (1) EA. SIDE OF BEAM
MAY BE INTERNAL OR EXTERNAL
2. AS BEAM SIZE CHANGES, ADD OR SUBTRACT SCREWS TO MAINTAIN 11/4" C/C SPACING
3. GUSSET LENGTHS REMAIN CONSTANT. WIDTH CHANGE TO MATCH BEAM SIZE
DETAIL "MV-5" EXTERNAL/INTERNAL GUSSET
RIGID MEDIUM SCALE: NTS
'ALL MEMBERS PER PLAN
*MEMBERS VARY PER PLAN
FASTEN TOP OF HEADER TO INTERSECTING 0
MEMBER W(2) #10 SMS w/1"
PENETRATION INTO SCREW BOSS OF 0 9
MEMBER-TYP. BOTH SIDES
DOOR JAh
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
ER PLAN
1/8"X2"X2"XSURFACE LENGTH ANGLE EIS
FASTEN ANGLE LEG TO CARRIER BEAM
W/#14X9/16" SMS THROUGH ANGLE LEG
INTO BEAM -FASTEN ANGLE LEG TO SMB
1 X2
IN SIMILAR MANNER -SEE TABLE S-1 FOR
(FOR SCREEN
FASTENER QUANTITY.
ATTACHMENT)
1 X2 (FOR SCREEN
ATTACHMENT)
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TABLE S-1 -
SMB TO CARRIER SIDE VIEW n.t.s.
SCREWS
SMB PER PLAN
1/8"X2"X2"XSURFACE LENGTH ANGLE EIS
FASTEN ANGLE LEG TO CARRIER BEAM
WI#14X9/16" SMS THROUGH ANGLE LEG
INTO BEAM -FASTEN ANGLE LEG TO SMB
IN SIMILAR MANNER -SEE TABLE S-1 FOR
FASTENER QUANTITY.
DETAIL "MV-156" - SMB ATTACHMENT TO CARRIER BEAM
SMB PER PLAN 3X3 PERIMETER
FASTENED TO SMB(INTERNAL) W/(3)#10X1-1/2"
3X3 PERIMETER SMS-FASTEN 3X3 TO CARREIR BEAM W/#IOX2-1/2"
FASTENED TO SMB(INTERNAL) W/(3)#10X1-112" SMS WITHIN 6" OF SMB AND 18" O/C. /
SMS-FASTEN 3X3 TO CARREIR BEAM W/#tOX2-1/2"
SMS WITHIN 6" OF SMB AND 18" O/C.
PERIMETER
SMB PER PLAN
C
i-
2x2 OR 2x3
DOWNPURUN
-
2x2. 2x3 OR
3x3 HEADER
o
(2) #10x4" SMS
THRU HEADER INTO
PURLIN
(4) #12x3/4" SMS
EACH SIDE
(2) #10x2" SMS
THRU POST INTO
1x2 (INTERNAL)
DETAIL "MV-8" - DOWN PURLIN TO POST
CONNECTION SCALE: NTS
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TABLE S-1 - FASTEN ANGLE LEG TO CARRIER BEAM
SMB TO CARRIER W/914X9/l6" SMS THROUGH ANGLE LEG
1/8"X2"X2"XSURFACE LENGTH ANGLE E/S SCREWS INTO BEAM -FASTEN ANGLE LEG TO SMB
FASTEN ANGLE LEG TO CARRIER BEAM END VIEW n.t.s. SIDE VIEW n.t.s. IN SIMILAR MANNER -SEE TABLE S-1 FOR
W/#14X9/16" SMS THROUGH ANGLE LEG FASTENER QUANTITY.
INTO BEAM -FASTEN ANGLE LEG TO SMB
IN SIMILAR MANNER -SEE TABLE S-1 FOR
FASTENER QUANTITY.
DETAIL "MV-15A" - SMB ATTACHMENT TO CARRIER BEAM (W/ 3X3 PERIMETER)
NOTE: WHERE PAVERS ARE PRESENT USE 5/16"
TAPCON XL (RED HEAD MFG.) MASONRY
ANCHORS TO PENETRATE UNDERLYING "FOR 2X6 AND LARGER
CONCRETE FOOTING BY 2-1/4" (MIN.) SEE TABLE "B" SECONDAY
ANGLE SCHEDULE
#12 SMS
1 /8'W'kKZ x ANGLE
3/8'. LDT EACH SIDE
5032 H32 ANGLE
2 @ lx2 BASE 3/8" LDT
(TYP)
1'W" BASE PLATE ANCHORE13 @ SLAB (BEYOND) @ lx2 BASE
TO CONC w/ 1/2"x21/2"QUICKSET � @ SLAB (BEYOND)
2 -#12 SMS
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
MIN 4" SLAB
2500 PSI CONC.
ERME w/FIB H S
318" MASONRY ANCH
AT EACH ANGLE FRONT VIEW
DETAIL "MV-6" - 2"x4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: NTS
CONTRACTOR NEEDS TO PROVIDE A PICTURE 318xi iNCHtARGE DLk-
SIDE WALL POST
11W STAINLESS STEEL MV-11" & "MV-12" ONLY WHEN
BRAIDED CABLE
CABLE INDICATED ON "PAGE 2")
40° MIN. 500 PSI CONC.
60• MAX 6x6-10x10
W WM OR FIBERMESH
1/8" PLATE ON 45° ANGLE -
OR 1/85Q'k2" ANGLE w/(4)
#12 SMS INTO EACH
INTERSECTING MEMBER
4" MIN. S c
3/8"DIAx3"EMBED (9)#12x1"SM
4MIN.
SCREW ANCHOR
o6x6-10xlO
0 PSI CONC. "
WM OR FIBERMESH
PERIMETER
FRAMING
4" MIN. SLA 1Z11.5" ALUM. STRAP
w/(2) 3B" DIA. x 3' DETAIL "MV-12" CABLE CONNECTION
MASONRY ANCHOR AT CORNER SCALE: NTS
DETAIL "MV-11"CABLE CONNECTION
AT FOUNDATION SCALE: NTS
n
TABLE "B" SECONDARY ANGLE SCHEDULE
UPRIGHT
CITY. TAPCON/ SCREW
2X6
2/ 4
2X7
2/ 4
2X8
3/ 6
2X9
3/ 6
2X10
4/ 8
SELF -MATING OR
SNAP SECTION TYP.
1"x2" 0. B. BASE PLATE (TYP)
1-S' MIN. CONC.
0 o ANCHOR
EMBEDMENT
0 0 I
1"x2" BASE PLATE
ANCHORED TO CONC.
w/ 1/4"x2l/2" QUICK SET
6" MAX EACH SIDE OF
POST AND 24" O.C. MAX
%
MIN 4" SLAB ,
2500 PSI CONC.
w/FIBERMESH
ATEBAs6P-LATE-C.ONNEGT1eN DA"F�IDAVFFPER--JOB=FGIV/ER7F�TMRT-THE TAPCON WITH AT LEAST 1 1/2 INCH
-MEMBER TO BASE PLATE u u ATTACHMENT IS ACCORDING TO ENGINEERING EMBEDMENT INTO CONCRETE, NOT
IAQ) 1(2) #1wl' SMS SPECIFICATIONS, DUE TO THE FASTENERSBEING HIDDEN INCLUDING PAVER OR TILE. ANCHORS
I o AFTER THE TOP PIECE IS INSTALLED TO NO MORE THAN 6" FROM THE
ATTACH BASE PLATE TO MEMBER u p 1.50 3.00 COLUMN AND SPACED NO FARTHER
wl(2) #10a' SMS INTO SCREW p I MEGAVIEW TWO PIECE
BOSS OF BASE PLATE II BOTTOM SCREEN TRACK APART FROM EACH OTHER THAN 24"
it MATERIAL. LDT TO BE 2 112 INCHES FROM
n 11 THE EDGE OF NCRETE
TO THE CENTER HOF THE FASTENER
1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6' OF
COLUMN 1-1/Z' PENETRATION INTO UNDERLYING FOOTING
DETAIL "MV-14 "- DOOR JAMB & HEADER
CONNECTION SCALE:NTS
MIN 4" SLAB
2500 PSI CONC.
W/ FIBERMESH
6X6X.1875
ALUM POST
O 10X10X.375
ALUMINUM PLATE
WELDED TO POST
O /
a
(4) 3/8 X 6 POWER WEDGE
ANCHORS WITH MINIMUM
31/2-INCH EMBEDMENT
DETAIL "MV-2" - PICTURE WINDO
UPRIGHT CONNECTOR
WOOD
#10x3" WOOD SCREWS, 6"
FROM GIRT & 12" O.C.
OR
CONC
1/4'k3" TAPCONS, 6"
FROM GIRT & 24" O.C.
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SCALE: N.T.S
1 12' x8'xll16' ALUM
PLATE w1(4) 012 SMS
AT WALL AND (4) 014
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CONNECTION SCALE: NTS
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DESIGN DATE: 07/02/2018
PER PLAN
REVISION 1: DATE
PAGE
w/(4) 012 SMS AT WALLATE
AND (4) #14 SMS AT HIP JACK
PURLIN
DETAIL "MV-3"-GIRT OR
TO
DETAIL°MV-10• HIPBRACING
REVISION 2: DATE
SCALE: NTS
BEAM/POST DETAIL SCALE:
NTS
CONNECTION SCALE: NTS
TIE BEAM BRACKET
#HS111524-BRON7E
#H581524WHITE
DETAIL B
SCALE 1:42
_ 1�';RACKET
YHSB15248RONZE
NHS31524-WHITE
MEGAVIEW
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