HomeMy WebLinkAboutBuilding PlansDESIGN CRITERIA:
APPLICABLE CODES REGULATIONS & STANDARDS _
1. THE 2017 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 MANUEL PREPARED BY
THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED.
3. ASCE 7-10 & SE17
4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
5. ACI318 CONCRETE REFRENCE 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: B
3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS)
VULT = 150 MPH & EXPOSURE = B
FOR 20 X 20 X 0.013" MESH SCREEN
HORIZONTAL PRESSURES.ON WINDWARD SURFACES =
31 PSF
HORIZONTAL PRESSURES ON LEEWARD SURFACES =
32 PSF
VERTICAL PRESSURES ON SCREEN SURFACES =
9 PSF
VERTICAL PRESSURES ON SOLID SURFACES =
25 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.
SPECIFICATIONS
THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS. PROJECT:
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 PORTABLE WATER
vi. OTHER ADMIXTURES NOT PERMITTED
b. METAL ACCESSORIES SHALL CONFORM TO:
I. REINFORCING BARS - ASTM A615, GRADE 60
ii. WELDED WIRE FABRIC - ASTM Al85
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. WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT
3. WHEN APPLICABLE FOR NEW SLAB ADDITION TO ADJACENT
DRILL & EPDXY #5 X 8" REBAR INTO EX. FOUNDATION WITH 1" MIN.
HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
(OR EQUAL) 48" O.C. TYP. ALL LOCATIONS
4. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL &
EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN. HOLE,
EMBED 6" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
(OR EQUAL) TYP. ALL LOCATIONS
5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISE
NOTED.
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.
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.
5. 1"X2" & 1"X3" NON STRUCTURAL MEMBERS MAY BE USED
INTERCHANGEABLY.
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 GALVANIIZED
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
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.
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 2 x 4 SMB: 2"x4"x0.044"x0.100"
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.
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 STRUCTUALLY SOUND.
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2" x 2" x 0.050"
2x3:2"x3"x0.050"
2 x 4: 2" x 4" x 0.050"
2 x 5: 2" x 5" x 0.050"
OPEN BACK SECTIONS
1 x2: 1"x2"x0.044"
1 x3: 1"x3"x0.045"
SNAP SECTIONS
2x2SNAP: 2"x2"x0.045"
2 x 3 SNAP: 2" x 3" x 0.059
2x4SNAP: 2"x4"x0.045'
SELF MATING (SMB)
2 x 4 SMB: 2" x 4" x 0.046" x 0. 100"
2X5SMB: 2"x5"x0.050"x0.116"
2 x 6 SMB: 2" x 6" x 0.050" x 0. 120"
2X7SMB:2"x7"x0.055"x0.120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.224"
2 x 9 SMB: 2"x9"x0.072"x0.224"
2 x 9(H) SMB: 2" x 9" x 0.082" x 0.306"
2x 10SMB: 2"x 10"x0.092"x0.374"
DETAIL A
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DESIGN DATE: 11/16/2020
REVISION 1: DATE
REVISION 2:
�DATEqgGEDRAWN BYTCALE:
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5" OR 7"x6" WIDTHx0.250"
EXTRUDED GUTTER BRACKET @
EA. BEAM W/ (4) #12014"
S.M.S. INTO GUTTER LIP
1"x2"x0.045" OPEN
BACK W/ (2) #12x2"
INTO GUTTER & (1) #12x
2" @ 24" O.C.
O
BEAM O
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2"x2"xl/8" X ALUMINUM
ANGLE W/ (2) #14x3/4"
S.M.S. INTO BEAM ON EA SIDE
(4) INTO GUTTER
OPTIONAL: 2"x2"x0.062"
RECEIVING CHANNEL W/ (2)
#10x3/4" EA SIDE TO
COVER EXPOSED BEAM
NOTE: 2x4 SMB BEAM ONLY REQUIRES 4"
WIDTH GUTTER BRACKET W/ (2) 3/8" LAGS
(4) 3/8" LAG SCREWS @ 1-1/2"
SPACING @ EA GUTTER BRACKET
& (1) @ 12 O.C. MAX -MIN EMBEDMENT
SHALL BE 2"
THE HOST STRUCTURE SHALL
HAVE AT LEAST A 2"x4"
FASCIA AND ROOF TRUSS
SYSTEM. CONTRACTOR SHALL
{4) #14x3/4" S.M.S. VERIFY THIS AND IF
SMALLER CONTRACTOR
INTO GUTTER EA SIDE
SHALL BRING STRUCTURE UP
TO A 2"x4" FASCIA AND
ENSURE LESS THAN A 2'-0"
OVERHANG
GUTTER BRACKET & BEAM ATTACHMENT DETAIL
SCALE:NTS
NOTES
1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) #10x5/8" S.M.S. MINIMUM.
2. DOOR SHALL BE ATTACHED TO ENCLOSURE W/ (2) HINGES MINIMUM.
3. HINGS SHALL BE ATTACHED TO DOOR WITH (4) #10x5/8" S.M.S. FASTEN A
1"x2"x0.044" TO UPRIGHT W/#12xl" S.M.S. @ 12" O.C. AND WITHIN 3" FROM
END OF THE UPRIGHT.
TYPICAL SCREEN DOOR CONNECTION DETAIL
SCALE:NTS
2"x_PURLINS (SEE A-1
FOR SIZE) ATTACHED TO
BEAM W/ MIN. (4) #10x1 1/2"
SMS N
3/16" ALUMINUM GUSSET
PLATE
/ -B #14 SMS
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"N"
"S1"
"S2"
"S3"
"S4"
2X4
12
4
3/4"
11/2"
16"
3.75"
2X5
12
4
3/4"
11/2"
16'
4.75"
2X6
16
5
1"
11/2"
19"
5.75"
2X7
20
6
1"
11/2"
22"
6.75"
2X8
24
7
V.
13/8"
23"
7.75"
2X9
24
7
1"
13/8"
23"
8.75"
2X10
1 28
8
1"
11/4"
24"
9.75"
NOTES:
1. "N" NUMBER OF SCREWS IN ANY
DIRECTION.
2. TOTAL NUMBER OF SCREWS PER JOINT
EQUALS 4 TIMES "B".
3. PLATE WIDTH SHALL BE DETERMINED
FROM ANGLE OF BEAM AND MIN SPACE
REQUIRED.
4. GUSSET PLATES MAY BE INTERNAL OR
EXTERNAL.
5. INTERNAL SCREWS FOR PURLIN
CONNECTION MAY BE INCLUDED IN
TOTAL NUMBER OF SCREWS.
6. GABLE SPLICE WILL HAVE THE SAME
PATTERN.
BEAM SPLICE GUSSET DETAIL TYPICAL
SCALE:NTS
BEAM SCREWS
4SMB
6
5" SMB
6
SM6"B
r
8
SM7" B
8
SM8" B
10
2"x9" SMB
10
2"x10" SMB
12
MAINTAIN MIN, OF 5/8" SEPERATION
FROM EDGE OF BEAM SMS O.C.
SELF -MATING BEAM
SHALL BE NOTCHED
FOR SLOPED BEAMS
FOR UPRIGHT
MAINTAIN ALL SCREW SPACING
FROM EDGE OF BEAM
%
2"x2" EAVE RAIL SECTION
(UNLESS OTHERWISE SHOWN
O O
ON S-2) ATTACHED TO BEAM W/
(4) 10x2" SMS INTO SCREW
O O
BOSS
II
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1"x2" OPEN BACK EAVE
O
RAIL ATTACHED TO
UPRIGHT W/ (2)
#10xl 1/2" SMS INTO SCREW
BOSS
#10xl 112" SMS 24" C/C
�/
" (MIN) UPRIGHT
#143/4" SCREWS
(SEE TABLE ABOVE)
UPRIGHT TO BEAM CONNECTION -ALL WIND ZONES
SCALE:NTS
PURLIN
1"x2" FASTENED TO COLUMN
WITH (2) #10xl 1/2" SMS
INTO SCREW BOSSES FOR
SMB OR SNAP COLUMN
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UPRIGHT WEB LAPPED OVER PURLIN
W/ (2) #12x3/4" SMS EACH SIDE
THRU UPRIGHT & PURLIN
2"x2" EDGE BEAM ATTACHED TO
UPRIGHT W/ (3) #100-112" SMS
INTO SCREW BOSS
1"x2"x.045" OPEN BACK
ATTACHED TO PURLIN W/ (2)
#10x1-1/2" SMS INTO SCREW
BOSS
1"x2"x.045" OPEN BACK
ATTACHED TO 2"x2'x.050"
EAVE RAIL MEMBER W/
#10xl-1/2" SMS ZV O.C.
NOTE: A RECEIVING CHANNEL (1/16' THICKNESS)
WITH (4) #10x3/4" SMS AT EACH CONNECTION MAY
BE USED IN PLACE OF THE (2) #10x3" SCREW BOSS
CONNECTION.
REVIEVVE0 F h
CODE COMPLIANC
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DESIGN DATE:
11/16/2020
REVISION 1:
DATE
REVISION 2:
DATE
PAGE:
DRAWN BY:
TCP
SCALE:
NTS
11
(4) #100/4" SMS
FASTENING SECONDARY
ANGLE TO COLUMN
(TYP EACH SIDE)
(B) 318" 0 CONCRETE SCREW
ANCHOR INTO SECONDARY
ANGLE
(TYP EACH SIDE)
(SEE TABLE)
ANCHOR SPA
(MIN) (TYP) (SEE TABLE)
COLUMN
SIZE
3/8" 0
CONCRETE SCREW
ANCHOR
B
MIN SPA
2X3
0
0
2X4
1
3
2X5
1
3
2X6
1
4
2X7
1
5
2X8
2
3
2X9
2
4
2X10
2
4.5
SECONDARY ANGLE MIN
0.125" THICK (NOT
REQUIRED FOR 2x3
MEMBER)
PRIMARY 2"x2"
x0.125" ANGLE
2) #10x3l4" SMS FASTENING
COLUMN TO PRIMARY ANGLE
p (TYP EACH SIDE)
O
O 'W" BASE MEMBER
(TYP EACH SIDE)
1) 3/8" 0 CONCRETE SCREW
ANCHOR INTO PRIMARY
ANGLE AND @ 1/4" 0 CONCRETE
3" MIN. SCREW ANCHOR @
24" O.C. BETWEEN COLUMNS
(TYP EACH SIDE)
NOTES:
1. NUMBER OF ANCHORS "B" IS EACH SIDE INTO THE SECONDARY
ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2.
2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
SHALL BE 2 3/4" AT ALL UPRIGHT LOCATIONS. ALL SCREW LENGTH
AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR
REQUIRED EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER
DECK IS PRESENT.
3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED
ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED
BY ENGINEER.
4.2X3 W/ 1X2 CORNER POST SHALL REQUIRE SAME BASE
CONNECTIONS AS 2X4 SHOWN IN TABLE.
5. IF FOR AN IN -FILL, TOP OF COLUMN CONNECTIONS SIMILAR IF
CONCRETE LINTEL IF WOOD LINTEL SUBSTITUTE 1/4" OX3" LAG
SCREW FOR 3/8" 0 LOT FOR BOTH PRIMARY & SECONDARY ANGLES.
6. 2X2X.045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3
MEMBER.
2"x3" OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS
SCALE:NTS
OPTION #1
1
(4) #10x1 1/2" SMS
INTO SCREW BOSSES
OPTION #2
2"x2" OR 2'x3'— i i L0,062" ALUMINUM INTERNAL OR
MEMBER EXTERNAL RECEIVING CHANNEL
fin// (4) #10x3/4" INTO BEAM OR
UPRIGHT (2) #14x3/4" EA LEG INTO
GIRT OR PURLIN (0.062" ANGLE
�PRIGHT
LIPS W/ (2) 414x3/4" SMS EA LEG)
OR BEAM - SNAP
OR SELF MATING OR HOLLOW
PURLIN OR GIRT TO BEAM OR POST DETAIL
SCALE:NTS
\
PTION #1 - A-36 STEEL
"x2"x1/8" ANGLE
CLIP MAY BY PLACED ON
TOP OR SIDE OF DECK W/
SLEEVE
4) #1TOP SMS
�
TOP OF
A CHOR"
ANCHOR
O O (TYP TOP AND SIDE)
CONCRETE
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NOTE: WHEN USING OPTION 92
DOUBLE COMPRESSION
/8" DIA STAINLESS
CONNECTION CABLE MUST BE
SLEEVES
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STEEL CABLE
WITHIN 6" OF CORNER OR
° d °
PRIMARY MEMBER.
4" NOMINAL SLAB v
c
MINIMUM
3/8" WELDED STAINLESS
STEEL EYE BOLT
3/8" OX3" MASONRY
OPTION #1
(8) #14x3/4 SMS
ANCHOR (MIN 3 3/4"
2500 PSI CONCRETE W!
EMBEDMENT
4" SLAB ONLY
WELDED WIRE OR
SIDE VIEW
FIBERMESH
^ 0 (MIN) WASHER
_
125" STAINLESS
HENEATH NUT---
STEEL CABLE
2500 PSI CONCRETE W/
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1 1/2"X51/2" ALUMINUM
OPTION #2
STRAP W/ (2) 3/8" 0X3"
USE WITH FOOTING
MASONRYANCHOR
2"x2"x1/8" EXTRUDED ANGLE
(MIN 3 3!4" EMBEDMENT)
SIDE VIEW
ON45°ANGLE
CABLE TO
FOUNDATION CONNECTION DETAIL
OPTION #1
SCALE:NTS
CABLE CONNECTION AT CORNER
SCALE:NTS
BEAM
ROOF
BRACE
(2) #10x3" SMS CROSS
SCREWING BRACE TO BEAM OR
EAVE MEMBER (.125" BACKING
PLATE USED)
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DESIGN DATE:
11/16/2020
REVISION 1:
DATE
REVISION 2: DATE
PAGE:
/�
4
DRAWN BY: TCP
SCALE: NTS