HomeMy WebLinkAboutPROPRSED SCREEM ENCLODUREDESIGN CRITERIA:
APPLICABLE CODES REGULATIONS & STANDARDS
1. THE 2020 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16
STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD.
2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES,
PART 1-A OF THE ALUMINUM DESIGN MANUAL PREPARED BY
THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED.
3. ASCE 7-16 & SE17
4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
5. ACI318 CONCRETE REFERENCE MANUAL.
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. WIND LOADS PER FBC TABLE 2002.4 (MWFRS)
VULT = 150 MPH & EXPOSURE = D
FOR 20 X 20 X 0.01 &' MESH SCREEN
HORIZONTAL PRESSURES ON WINDWARD SURFACES = 51 PSF
HORIZONTAL PRESSURES ON LEEWARD SURFACES = 40 PSF
VERTICAL PRESSURES ON SCREEN SURFACES = 14 PSF
VERTICAL PRESSURES -ON SOLID SURFACES = 42 PSF
FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR = •88
FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR = •6
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
RESPONSIBILITIES
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,
THE CONTRACTOR SHALL VERIFY AND ENSURE 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 STRUCTURALLY SOUND.
4. CONTRACTOR TO PROVIDE NOA'S & INSTALL ALL MATERIALS
AS PER MANUFACTURER'S SPECIFICATIONS.
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
STRUCTURE.
SHEET NO.
DRAWING INDEX
S/01
GENERAL NOTES
S/02
PLAN/ ELEVATIONS
S/03
DETAILS
S/04
` DETAILS
,t
3-D FINITE ELEP
STRUCTURE CC
PROPOSED FLATWONOSLOPED SCREEN ENCLOSURE
SEE FOUNDATION DESIGN SHEET-01
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PORT CHARLOTTE, FLORIDA 33952
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m N 7655 PELICAN POINT DR tLaeE. Gunderson, P.E. #60102
m N JENSEN BEACH, FL 34957 PROJECT NO. 22004107 CA CERT. #30782 DATE: JdWN 11
1 2022
1'k2' FASTEN TO COL. (INTERNAL)
w/(2) #10xl-1/2"SMS,FASTEN TO
EAVE RAILS ABOVE w/#10 1-1/2' SMS
24" O.C. AND 6" WITHIN COL.
TABLE "D"
BEAM
QTY/ SIZE EACH SIDE
2x3
(4)/#12
2x4
(5)/#12
2x5
(5)/#12
2x6
(6)/#12
2 x 7
(7)/ # 12
2x8
(8)/#14
2x9
(9)/#14
2x 10
(9)/ #14
MAINTAIN MIN, OF 5/8" SEPERATION
FROM EDGE OF BEAM SMS O.C.
°
BEAM PER PLAN
°
° o
(SLOPED OR FLAT)
°
°
BEAM PER PLAN
12) 1110
NOTCHED TO RECEIVE
INTO BEAI
COLUMN WITHIN
BEAM
SMS, (EACH SIDE)
INSTALL BRA
CITY/ SIZE PER TABLE "D"
TO CORt
NOTCH PROFILE MAY VARY
TO PERMIT CORRECT # SMS
COLUMN PER PLAN
DETAIL E - UPRIGHT TO BEAM
CONNECTION SCALE: NTS
MINIMUM NUMBER OF TAPCONS INTO CONCRETE &
# 12 X 3/4" S.M.S. INTO UPRIGHT / EACH SIDE OF BEAM
THROUGH SECONDARY 2" X 2" X 0.125" ANGLES
(SEE BELOW)
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.
2X6 S.M.B. (2) 1 /4" X 2-1/4" S.S. TAPCON & (3) # 12 X 3/4" S.M.S.
2X7 S.M.B. (2) 1 /4" X 2-1/4" S.S. TAPCON & (4) # 12 X 3/4" S.M.S.
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.
2X 10 S.M.B. (5) 1 /4" X 2-1 /4" S.S. TAPCON & (7) # 12 X 3/4" S.M.S.
1 /9S05(2'x ANGLE
5032 H-32 ANGLE
(2) - #12 SMS INTO COLUMN
1 /4" MASONRY ANCHOR EACH
ANGLE - EACH SIDE COL.
0
o 0
2-1/4" MIN. CONC.
ANCHOR EMBEDMENT
'
Q SECONDARY ANGLE
e
• •
3000 PSI CONC.
SLAB/ FTG.
6x6-1Ox10 WWM
OR FIBERMESH
1 /4" MASONRY ANCHOR
AT EACH ANGLE
SIDE VIEW
—SELF-MATING OR
SNAP SECTION TYP.
1'k2' O.B. BASE PLATE-TYP.
2'REVEALTYP.
1-1/4" MIN. CONC.
ANCHOR EMBEDMENT
1'k2' O.B. LOCATION TYP.
2' MIN. INCREASE DISTANCE
WHEN GREATER THAN 2x4
UPRIGHT IS USED
NOTE
WHERE PAVERS ARE PRESENT USE 5116'
TAPCON XL (RED HEAD MFG.) MASONRY
ANCHORS TO PENETRATE UNDERLYING
CONCRETE FOOTING 2-1/4" (MIN.)
(2) - # 12 SMS
1 /4" TAPCON XL (RED HEAD MFG. OR EQUAL)
2 Q 1 x2 BASE
2 Q SLAB (BEYOND)
n
3000 PSI CONC. 6'
SLAB/ FIG.
6x6-10x10 WWM FROM VIEW
OR FIBERMESH
DETAIL "B" - 2"x4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: NTS
(2) #lOx3"SMS INTO SCREW
BOSSES FOR EDGE MEMBER
EDGE MEMBER °°
OR PURLIN ° o
:E
EDGE MEMBER
OR PURLIN
0.0625" 6063-T6 FLAT PLATE
w/(8) # 1 Ox.75" SMS, MIN..5"
EDGE DISTANCE, PLATE MAY BE
FASTENED INTERNALLY TO BRACE
DETAIL "D" - ROOF BRACING CONNECTION
SCALE: NTS
FASTEN TOP OF HEADER TO INTERSECTING
2k2' MEMBER w/(2) # 10 SMS w/l"
PENETRATION INTO SCREW BOSS OF
2'k2' MEMBER-TYP. BOTH SIDES
2k2" DOOR JAMB
FASTEN HEADER w/(2) # 10x' "
INTO SCREW BOSS OF HEADER
ALTERNATE HEADER CONNECTION
WHEN Z-BAR IS USED - FASTEN
Z-BAR TO COL/HEADER AT EACH
CORNER AND 18" O/C
ALTERNATE BASE PLATE CONNECTION
ATTACH 2k2' TO BASE PLATE
(INTERNAL) w/(2) #lOx2'SMS
ATTACH BASE PLATE TO 252'
w/(2) # 1Ox3" SMS INTO SCREW
BOSS OF BASE PLATE
1'k2' BASE PLATE ANCHORED
TO CONC w/ 1 /4" MASONRY
e
ANCHOR 6" MAX EACH SIDE
OF POST AND 24" O.C. MAX
e n • e , n ° e
1-114' CONC. EMBEDMENT TYP.
e ° • ° ° °
1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OF
COLUMN 1-1/4" PENETRATION INTO UNDERLYING FOOTING
DETAIL '7 - DOOR JAMB & HEADER
CONNECTION SCALE: NTS
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2x2:2"x2"x0.050"
2x3:2"x3"x0.050"
2x4:2"x4"x0.050"
2x5:2"x5"x0.050"
OPEN BACK SECTIONS
1 x2: 1"x2"x0.044"
1 x3: 1"x3"x0.045"
SNAP SECTIONS FILE COPY
2X2SNAP: 2"x2"x0.045"
2X3SNAP: 2"x3"x0.050"
2X4SNAP: 2"x4"x0.045"
SELF MATING (SMB)
2X4SMB:2"x4"x0.046"x0.100"
2X5SMB:2"x5"x0.050"x0.116"
2X6SMB:2"x6"x0.050"x0.120"
2X7SMB:2"x7"x0.055"x0.120"
,
2X8SMB:2"x8"x0.072"x0.224"
2X9H)SMBx'x9"x0.082' 0.3
2 x 9(H) SMB: 2" x 9" x 0.082" x 0.306"
REVIEWED
REVIEWED FOR
2x10SMB:2"xIWx0.092"x0.374'CODE
COMPLIANCE
DETAIL A
ST. LUCIE COUNTY
ROCC
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL w/(4) # 1 Ox.73'
INTO GIRT OR PURLIN & (2) #14x.75"
INTO BEAM OR UPRIGHT 0.062 ANGLE
CLIPS MAYBE USED (4) #10xl-l/2"SMS INTO
SCREW BOSSES
PURLIN
MEMBER
UPRIGHT, BEAM -SNAP,
SELF MATING, OR HOLLOW
DETAIL "C" - GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE: NTS
2'k2'k.063"- DIM. TO MATCH PURLIN
SIZE RECEIVING CHANNEL
(2) # 12 SMS INTERNAL TO EAVE RAIL
(3) # 12 EACH SIDE INTO PURLIN
~ ° Z e�R�1N'1i
EAVE RAIL - SEE PLAN � °
EXTRUSION
lx2 OPEN BACK
EXTRUSION /-- UPRIGHT
(2) #10)Q"SMSTHRU Ix21NTO
EAVE RAIL EACH SIDE OF COLUMN
DETAIL "G" - SLOPED PURLIN
CONNECTION SCALE: NTS
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DESIGN DATE:
01/05/2022
REVISION 1:
DATE
REVISION 2: DATE
SHEET:
0
DRAWN BY: ST
SCALE: NTS
GIRT FASTENED INTERNALLY AT EACH END
w/ # 1 Oxl .5" EACH SCREW GROOVE. FASTEN
TO BEAM w/ 2k2"kl/8" ANGLE (2) #12 SMS
INTO BEAM & (2) # 1 Oxl.5 THRU ANGLE INTO
GUTTER WHERE NO GIRT IS PRESENT, ATTACH
ANGLE DIRECTLY TO GUTTER--\
2k2'kl /8" ANGLE
w/(2) #12SMS
EACH LEG
CLOSE BOTTOM OF
BEAM WHEN TRIMMED
.044 RECEIVING CHANNEL,
FASTEN w/(2) # 12 SMS
EACH SIDE OF BEAM
1'k552" WIDTH EXTRUDED GUTTER BRACKET
(THICKNESS OF LEG @ WOOD SCREW SHALL BE
0.125" MIN., LONG LEG SHALL BE 0.072' MIN.)
@ EACH BEAM w/(2) # 12x3/4" SMS @ 1"SPACING
INTO GUTTER LIP. FOR BEAMS ABOVE 2x8INSTALL
GUTTER BRACE AT MIDPOINT BETWEEN BEAMS &
INCLUDE 7GUTTER BRACE AT EACH BEAM
LOCATION.
EXISTING HOST STRUCTURE
(DESIGNED BY OTHERS)
(2) #14 WOOD SCREWS @ 1"
SPACING @ EACH GUTTER BRACKET
& (1) @ I O.C. MAX.
MIN. EMBEDMENT SHALL BE 2'
FOR BEAM OVER 2x5
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
OPTIONAL GIRT
#10 SMS WITHIN 6"
& @ 24" O.C. MAX. FASTEN GUTTER TO
FASCIA w/ #14x7
WOOD SCREW 18" O.C.
�(2) #12SMS
(2) # 14x7'
2x2/8"ANGLE @�OPACING
D SCREW
EA. SIDE OF BEAM
w/(2) #12 SMS
EACH LEG EACH SIDE FASCIA (2k6" MIN. EXISTING)
STRUCTURAL
GUTTER
TOP VIEW
DETAIL "H" BEAM TO GUTTER
CONNECTION SCALE: NTS
rF
0 o of 0 0
° F 0
o
0 0 0
F� 0
0
0� o ° 0
0 F 0 0 0 o o} o
0 0
o F F 3/16-5052-H32 GUSSET
0
o� ° F INTERNAL OR EXTERNAL
2 x 10 SMB ILLUSTRATED
F
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
TABLE B-1
BEAM
SIZE
COL. TO BEAM
QTY SMS/
SIDE OF COL.
BEAM TO BEAM
QTY SMS/
EA. FACE/SIDE
2 x 4
(5) #12
(9) #12
2 x 5
(5) #12
(9) #12
2x6
(7) #12
(9) #12
2x7
(10) #12
(10) #12
2x8
(12) #12
(14) #12
2x9
(14) #14
(14) #14
2 x 10
(16) #14
(15) #14
DETAIL "K" GUSSET CONNECTION
SCALE: NTS
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(BEAM TO PURLIN) (� _
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INTO EA. MEMBER 0 ,J �
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DETAIL W' BEAM & PURLIN TO GUTTER FRAMING PERIMETER r STEELIffl' STAINLESS ~ H M �_
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DETAIL 1-2" CABLE CONNECTION Q
AT CORNER SCALE: NTS < U
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\ BRAIDED CABLETEEL u- a-
2k(nl /8" ANGLE w/(2)
# 12 SMS EA. LEG
1 /8'k2<4" STRAP
(2) #12 SMS INTO BEAM
(2) # 12 SMS INTO GUTTER
(2) #12SMS
'-, GIRT-
o
SMB I °
ZVM /8" ANGLE w/(2)
# 12 SMS EA. LEG
SMB
# 14 WOOD SCREWS
D FASCIA
o oIRT
o o J 1%
�-STRUCTURAL GUTTER
SIDE VIEW
-GIRT
(2) GUTTER BRACES
FASCIA
EACH w/(2) # 12 SMS
INTO GUTTER & (2) # 14
jiiBRACE
WOOD SCREWS INTO FASCIA
GUTTER
�
#12SMS GU
nQ
Ow
1 /8'k2'k4" STRAP GIRT
(2) #12 SMS INTO BEAM STRUCTURAL GUTTER
(2) #12 SMS INTO GUTTER
TOP VIEW
DETAIL "L" CORNER CONNECTION
SCALE: NTS
40° MIN.
60° MAX.
e • • ° e ° • e
3000 PSI CONC. 3" A.S.T.M. A-36 STEEL CUP
6x6-1Ox10 WITH (2) 3/9k3" SLEEVE ANCHORS
W W M OR FIBERMESH FOR PAVERS (2) 1 /4'k6" TAPCONS
THRU PAVERS INTO FOOTING
BRAIDED CABLETEEL
40° MIN.
60° MAX.
w
Q
N
00
0
m
w
U
U
a
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a e
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Lo
00
3000 PSI CONC.
W WM OR FIBERMESH 3/8" DIA x 3" EMBED
CONC. SCREW ANCHOR
I— ch
Z . J
(TAPCON OR EQUAL)
O V-
1/8" STAINLESS STEEL
Z
BRAIDED CABLE
Q
600 MAX.
W
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O
li
W W M OR FIBERMESH w/(2) 3/8" DIA. x 3"
MASONRY ANCHOR
DESIGN DATE: 01/05/2022
(TAPCON OR EQUAL)
REVISION 1: DATE
DETAIL 1- " CABLE CONNECTION
REVISION 2: DATE
SHEET:
AT FOUNDATION SCALE: NTS
04
DRAWN BY: ST
SCALE: NTS