HomeMy WebLinkAboutConstruction PlansDESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS
1. THE 2020 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16
STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD.
2. PA ASM 35i& 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 7-10 & SE17
4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
5. AC1318 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 0.013" 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) 45 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
PROPOSED MONO SLOPE SCREEN ENCLOSURE
SEE FOUNDATION DESIGN SHEET-01
RECEIVED
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DESIGN DATE:
01/07/2021
REVISION 1:
DATE
REVISION 2: DATE
SHEET:
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DRAWN BY: ST
SCALE: NTS
GIRT FASTENED INTERNALLY AT EACH END
w/ #10xl.5" EACH SCREW GROOVE. FASTEN
TO BEAM w/ 2x2x.125 ANGLE (4) # 12 SMS
2"x2"xl /8" ANGLE w/
(4) # 12 SMS EACH LEG
(1) 1/4" DIA. X 3-1/2" QUICKSET
THRU ANGLE INTO WALL
EA. SIDE TYP.
FOR WOOD APPLICATION USE
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'FOR 2X9 AND 2X10
1/4" X DIA. X 3" GALV. LAG
BEAM
USE #14 INTO BEAM
IN LIEU OF MASONRY ANCHORS
(SLOPED OR FLAT)
0 & (2) 1/4" TAPCON
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/ / THRU CHANNEL INTO
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� HOST 2-1/4" MIN.
1-1 /2" X 2- 1 /8" X .045
RECEIVING CHANNEL.
(2) 1/4" X 2 1 /2' QUICKSET
(INTERNAL) THROUGH BACK OF
CHANNEL INTO HOST
(2) #12 X 9/16" INTO BEAM
EA. SIDE TYP.
SIDE VIEW /
ROOF BEAM CONNECTION - MASONRY/ WOOD
DETAIL SCALE: N.T.S.
I- 91-011 -I
3" HEADER WALL MOUNT
f--- 8'-0' �' 30'-011
ALUMINUM SPECIFICATIONS
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE NOTED.
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
# 12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER.
#10 SCREW 6" FROM ENDS & 12" CENTER TO CENETER.
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.
7. 1 "X2" & 173" NON STRUCTURAL MEMBERS MAY BE USED
INTERCHANGEABLY.
8. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
THE FIELD.
3" HEADER WALL MOUNT
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(2) # 1 Ox3" SMS INTO SCREW O 0
1"x2' FASTEN TO COL. (INTERNAL) BOSSES FOR EDGE MEMBER HOLLOW SECTIONS _= Z z — W = c O
w/(2) # 1 Oxl-1 /2' SMS, FASTEN TO 2 X 2: 2" X 2" X 0.050" — ' W {S O
EAVE RAILS ABOVEw/#10 1-1/2"SMS
24" O.C. AND 6" WITHIN COL. 2 X 3: 2" X 3" X 0.050" _ V O v: _ a Z
2x4:2"x4"x0.050" ;uj . > z U) c �
TABLE "D" 0 2 x 5: 2" x 5" x 0.050" i -A
BEAM PER PLAN 0 A�
° (SLOPED OR FLAT) 0 0 OPEN BACK SECTIONS �% �� W
° F w
BEAM
QTY/ SIZE EACH SIDE
2x3
(4)/#12
2x4
(5)/#12
2x5
(5)/#12
2x6
(6)/#12
2x7
(7)/#12
2x8
(8)/#14
2x9
(9)/#14
2x10
(9)/#14
° °
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EDGOR PURLIN 00 °
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SNAP SECTIONS
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INTO BEAM OR PURLIN
2 X 2 SNAP: 2" X 2" x 0.045"
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NOTCHED TO RECEIVE
2 x 3 SNAP: 2" x 3" x 0.050"
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COLUMN WITHIN
BEAM
2 x 4 SNAP: 2" x 4" x 0.045"
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SMS, (EACH SIDE)
"D"
BRACE
INSTALL BRACE 0.0625" 6063-T6 FLAT PLATE
SELF MATING (SMB)
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QTY/ SIZE PER TABLE
TO CORNER w/(8) # 10x.7S' SMS, M!N..S'
EDGE DISTANCE, PLATE MAY BE
2 x 4 SMB: 2" x 4" x 0.046" x 0.100"
W
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NOTCH PROFILE MAY VARY
FASTENED INTERNALLY TO BRACE
2 x 5 SMB: 2" X 5' X 0.050" x 0.116"
Z 0 Q
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TO PERMIT CORRECT #SMS
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
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2 x 7 SMB: 2" x 7" x 0.055" x 0.120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.224"
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COLUMN PER PLAN
MAINTAIN MIN, OF 5/8" SEPERATION 2 x 9 SMB: 2" x 9" x 0.072" x 0.224" J L
FROM EDGE OF BEAM SMS O.C. 2 X 9(H) SMB: 2" X 9" X 0.082" x 0.306" W 'i
2 x 10 SMB: 2" x 10" x 0.092' x 0.374" z r- N
DETAIL E -UPRIGHT TO BEAM DETAIL "D" -ROOF BRACING CONNECTION DETAIL A (D ~ W M �
CONNECTION SCALE: NTS SCALE: NTS z O r- �
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MINIMUM NUMBER OF TAPCONS INTO CONCRETE & RECEIVING INTERNAL
OR TER#105 C)� � �
# 12 X 3/4" S.M.S. INTO UPRIGHT /EACH SIDE OF BEAM INTO GIRT OR PURLIN & (2) #14x.75" O O
THROUGH SECONDARY 2" X 2" X 0.125" ANGLES INTO BEAM OR UPRIGHT 0.062 ANGLE r
(SEE BELOW) CLIPS MAYBE USED (4) #10xl-1/2"SMS INTO J a O
2X4 S.M.B. (1) 1 /4" X 2-1/4" S.S. TAPCON & (2) # 12 X 3/4" S.M.S. SCREW BOSSES LL
d' C:)
2X5 S.M.B. (1) 1 /4" X 2-1 /4" S.S. TAPCON & (2) # 12 X 3/4" S.M.S. FASTEN TOP OF HEADER TO INTERSECTING N
2X6 S.M.B. (2) 1 /4" X 2-1 IN'S.S. TAPCON & (3) # 12 X 3/4" S.M.S. 2k2 MEMBER w/(2) #10 SMS w/l"
2X7 S.M.B. (2) 1 /4" X 2-1/4" S.S. TAPCON & (4) # 12 X 3/4" S.M.S. PENETRATION INTO SCREW BOSS OF _
2X8 S.M.B. (3) 1 /4" X 2-1/4" S.S. TAPCON & (5) # 12 X 3/4" S.M.S. 2k2 MEMBER -TYP. BOTH SIDES'
2X9 S.M.B. (4) 1 /4" X 2-1/4" S.S. TAPCON & (6) # 12 X 3/4" S.M.S.
2X10 S.M.B. (5) 1 /4" X 2-1 /4" S.S. TAPCON & (7) # 12 X 3/4" S.M.S. U
PURLIN
2'kZ' DOOR JAMB MEMBER W
1 /8'k2'k2k ANGLE SELF -MATING OR
5032-H-32 ANGLE-- — SNAP SECTION TYP. _ _ _ — — UPRIGHT, BEAM -SNAP, — -- -- — O
SELF_MATIDLG, ORJIOLLQIN —_
(2) - # 12 SMS INTO COLUMN 1'k2" O.B. BASE PLATE-TYP.
1 /4' MASONRY ANCHOR EACH
ANGLE -EACH SIDE COL. ° ° 1-1 /4"MIN. CONC.
ANCHOR EMBEDMENT FASTEN HEADER w/(2) # I0x3"
INTO SCREW BOSS OF HEADER DETAIL "C"- GIRT OR PURLIN TO BEAM
2-1 IN' MIN. CONC. • n n 2"MIN. INCREASE DISTANCE OR POST DETAIL SCALE: NTS
ANCHOR EMBEDMENT WHEN GREATER THAN 2x4 ALTERNATE HEADER CONNECTION
SECONDARY ANGLE > , UPRIGHT IS USED WHEN Z-BAR IS USED- FASTEN
Z-BAR TO COL/HEADER AT EACH
CORNER AND 18" O/C
3000 PSI CONC. 2'k2'x.063" - DIM. TO MATCH PURLIN
SLAB/ FIG. SIZE RECEIVING CHANNEL (n
6x6-1Ox10 WWM SIDE VIEW NOTE (2) #12 SMS INTERNAL TO EAVE RAIL U)
OR FIBERMESH WHERE PAVERS ARE PRESENT USE 5/16' (3) #12 EACH SIDE INTO PURLIN
TAPCON XL (RED HEAD MFG.) MASONRY ALTERNATE BASE PLATE CONNECTION LL
ANCHORS TO PENETRATE UNDERLYING ATTACH 2'k2" TO BASE PLATE
CONCRETE FOOTING 2-1 /4" (MIN.) (INTERNAL) w/(2) #1 Ox2" SMS ° IN v Z ILL.
1 /4" MASONRY ANCHOR ° �j W Z =
AT EACH ANGLE (2) - # 12 SMS ATTACH BASE PLATE TO 2'k2"
w/(2) # 1 Ox3" SMS INTO SCREW EAVE RAIL - SEE PLAN ° Q J V
1/4"TAPCON XL (RED HEAD MFG. OR EQUAL) BOSS OF BASE PLATE EXTRUSION r) Z LLJ
2 @ lx2 BASE Ix2 OPEN BACK C) W m
2 @SLAB (BEYOND) EXTRUSION UPRIGHT O �. W Z
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SMS E OF lx2 INTO
EAVE RAIL EACH SIDE OF COLUMN � � � Q Q � Z
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ANCHOR 6" MAX EACH SIDE n , > ° , F Q —Wj
° OF POST AND 24" O.C. MAX a n c n n n n ° a F- O
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SLAB/ FTG. DESIGN DATE: 01/07/2021
bxb-1Ox10 WWM 1 /4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" Of
ORFIBERMESH FRONT VIEW COLUMN I-1/4" PENETRATION INTO UNDERLYING FOOTING DETAIL"G" - SLOPED PURLIN REVISION I: DATE
DETAIL "B" - 2"x4" OR LARGER SELF MATING DETAIL "F" - DOOR JAMB & HEADER CONNECTION SCALE: NTS REVISION 2: DATE SHEET:
UPRIGHT TO DECK DETAILS SCALE: NTS CONNECTION SCALE: NTS DRAWN BY: ST
CALE: NTS O
1'kSk2' WIDTH EXTRUDED GUTTER BRACKET
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GIRT FASTENED INTERNALLY AT EACH END
w/ #lOxl.S" EACH SCREW GROOVE. FASTEN
(THICKNESS OF LEG @WOOD SCREW SHALL BE
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TO BEAM w/ 2k2'kl/8"ANGLE (2) #12 SMS
0.125" MIN., LONG LEG SHALL BE 0.072" MIN.)
@ EACH BEAM # 12x3/4" 1"
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INTO BEAM & (2) # 1 Oxl .S THRU ANGLE INTO
w/(2) SMS @ SPACING
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BEAM & # 12 SMS INTO STRUCTURAL GUTTER
(BEAM TO PURLIN)
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FASCIA #
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SCALE: NTS
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-
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EACH LEG EACH SIDE
FASCIA (2'k6" MIN. EXISTING)
(2) #14 WOOD SCREWS
40° MIN.
BRAIDED CABLE
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(2) #12 SMS
INTO FASCIA
60° MAX.
STRUCTURAL
GUTTER
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TOP VIEW
2'k2kl /8" ANGLE w/(2)
#12SMS EA. LEG
GIRT
DETAIL "H" BEAM TO GUTTER
CONNECTION
SCALE: NTS
SI CONC.
3000P6x6-
3"A.S.T.M.A-36STEEL CLIP
W
SMB °
Ox 0
WITH (2)3/8'k3"SLEEVE ANCHORS
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—WWM-OR-FIBERMESH
FOR PAVERS (2)_1/_4Nd TAP_CONS—
THRU PAVERS INTO FOOTING
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1 /8" STAINLESS STEEL
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40° MIN.
BRAIDED CABLE
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(2) #12 SMS INTO BEAM
STRUCTURAL GUTTER
60° MAX.
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SIDE VIEW
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INTERNAL OR EXTERNAL
2 x 10 SMB ILLUSTRATED
GIRT UTTER BRACES3000
EACH w/(2) # 112 SMS
FASCIA INTO GUTTER & (2) # 14
PSI CONC.
6x6-1 Ox10
WWM OR FIBERMESH
3/8" DIA x 3" EMBED
CONC SCREW ANCHOR
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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
WOOD SCREWS INTO FASCIA (TAPCON OR EQUAL) >Z Q' ILL.
o GUTTER 1 /8" STAINLESS STEEL > W Z =
252k1/12SMS A. LEG BRACE BRAIDED Q J Q
# 12 SMS EA. LEG -
40° MIN. 0 Z W
60° MAX. W
(2) # 12 SMS w U E O d m
O W n z
SMB (� m c .. O O LL (D 0 Z D_ (n
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1 /S"x2'k4"STRAP GIRT 3000 PSI CONC. O
(2) # 12 SMS INTO BEAM STRUCTURAL GUTTER 6x6-1Ox10 U a
(2) #12 SMS INTO GUTTER WWM OR FIBERMESH w/(2).S" ALUM. STRAP
wAS NR DIA. x 3" DESIGN DATE: 01/07/2021
TOP VIEW MASONRY ANCHOR
DETAIL "L"CORNER CONNECTION (TAPCON OR EQUAL) REVISION I: DATE
DETAIL "K" GUSSET CONNECTION SCALE: NTS DETAIL "I-V CABLE CONNECTION REVISION 2: DATE SHEET:
SCALE: NTS AT FOUNDATION SCALE: NTS N BY: Sr 04
Gtow ISCE: NTS
L` ■ o'er'
TABLE B-1
BEAM
SIZE
COL. TO BEAM
QTY SMS/
SIDE OF COL.
BEAM TO BEAM
QTY SMS/
EA. FACE/SIDE
2x4
(5) #12
(9) #12
2x5
(5) #12
(9) #12
2.x6
(7) #12
(9) #12
2x7
(10) #12
(10) #12 -
2x8
(12) #12
(14) #12
2x9
(14) #14
(14) #14
2x 10
(16) #14
(15) #14