HomeMy WebLinkAboutAPPROVED Savage-engineeringDESIGN 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: C
3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS)
VULT = 150 MPH & EXPOSURE = C
FOR 20 X 20 X 0.013" MESH SCREEN
HORIZONTAL PRESSURES ON WINDWARD SURFACES =
43 PSF
HORIZONTAL PRESSURES ON LEEWARD SURFACES =
34 PSF
VERTICAL PRESSURES ON SCREEN SURFACES =
12 PSF
VERTICAL PRESSURES ON SOLID SURFACES =
36 PSF
FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR =
•88
FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR =
.6
FOUNDATION DESIGN
(1) PROPOSED 24"X24"X24" ISOLATED FOOTERS W/ (3) #5 REBAR EACH WAY
3000 PSI W/ FIBERMESH
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
FOUNDATION PLAN
S/04
DETAILS
NEW ALUMINUM ROOF CANOPY
SEE FOUNDATION PLAN SHEET-03
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2"x2"4.044"
2 x 3: 2"x3"x0.050"
2 x 4: 2"x4"x0.050"
2 x 5: 2"x5"x0.050"
OPEN BACK SECTIONS
1 x 2: 1 "x2"x0.044"
1 x 3: 1 "x3"x0.045"
SNAP SECTIONS
2 x 2 SNAP: 2"x2"x0.045"
2 x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"x4"x0.045"
SELF MATING (SMB)
2 x 4 SMB: 2x4"x0.044"x0.109'
2 x 5 SMB: 2x5"0.050"0.100"
2 x 6 SMB: 2x6"x0.050"x0.129'
2 x 7 SMB: 20"0.0570.129'
2 x 8 SMB: 2"x8"x0.072"x0.124'
2 x 9 SMB: 2"x9"x0.082"x0.124"
2 x 10 SMB: 2x10"x0.092"x0.398"
DETAIL A
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25% O/H OF LAST PANEL WIDTH
ALONG SIDES, TYP.
36" (MAX.) O/H AT FRONT
ATTACHED TO HOUSE (FASCIA MOUNT)
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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" & 1 "X3" NON STRUCTURAL MEMBERS MAY BE USED
INTERCHANGEABLY.
8. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
THE FIELD.
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3" X .032" X 1LB
COMPOSITE PANELS
3003-H154
�1/4"-1' SLOPE (MIN.)
(FL.# 7561.1-R5
FOUNDATION DESIGN
(1PSIW/
1) POROPOS F BERMES" 24" ISOLATED FOOTERS W/ (3) #5 REBAR EACH WAY
SPECIFICATIONS
THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT:
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN
THE SCREEN ENCLOSURE SCOPE OR 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 A 185
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 WEATHER RECOMMENDATIONS.
e. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
f. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE
AREA FOR TERMITES IN COMPLIANCE WITH THE FBC. FOR RISK
CATEGORY II, III, & IV STRUCTURES ONLY.
g. CONCRETE SLAB SHALL BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER. (SLAB ONLY)
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 #4 X 8" REBAR INTO EX. FOUNDATION 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 EMBED 6" MIN
W/ NON -SHRINKING SIMPSON EPDXY -TIE (OR EQUAL)
TYP. ALL LOCATIONS
5. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT.
6. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISE
NOTED.
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.
COLUMN
(SEE PAGE-2
FOR SIZE)
FOR SURFACE MOUNT POST:
SEE PROVIDED OPTIONS
24" X 24" X 24' ISOLATED
CONCRETE FOOTING
(3) #5 REBARS EACH (1) #5 REBAR THROUGH COL.
WAY (6 TOTAL)
24" �(3) #5 REBARS EACH
WAY (6 TOTAL)
24"x24"x24" ISOLATED FOOTING DETAIL
SCALE: N.T.S.
HOUSE WALL
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CONCRETE LEGEND
HATCH
INDICATES
HOST/ EXIST.
0
NEW FOOTING
-
NEW SLAB AREA
EXISTING RAFTER
OR TRUSS
C
O #14x1/2"S.M.S.W/INTEGRAL 3/4"0
O C WASHER AND NEOPRENE GASKET
@ 1 Z' O.C., TOP & BOTTOM
EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044"MIN. THICKNESS)
SECURE FASCIA TO EACH
WITH MIN. 1-1 /Z' BEARING LEG.
RAFTER TAIL W/ (1) 1 /4" 0 x 4"
LONG PAN HEAD LAG SCREWS
(1) 1 /4" 0 x Z' LAG SCREW @ 24" O.C.
BEFORE ATTACHING REC. CHANNEL
ENTIRE LENGTH OF RECEIVING CHANNEL
ROOF PANEL ATTACHMENT - WOOD FRAME
SCALE: N.T.S.
:ARRIER BEAM
SEE PAGE-2
OR SIZE)
1/8" DIA. MACHINE
TS THRU CARRIER
M & POST
BEAM TO POST CONNECTION
OPTION # 1 SCALE: N.T.S.
024 FLASHING SEALED TO
-I/ WALL (TYP.)
zov #14x1/Z'S.M.S.W/INTEGRAL 3/4-0WASHER AND
NEOPRENE GASKET @ 12" O.C., TOP & BOTTOM.
O IF CLEARANCE PROHIBITS INSTALLATION OF TOP
FASTENERS USE #14x4"S.M.S. W/ 1-114' 0 FENDER
WASHER AND NEOPRENE GASKET @ 12' O.C.
Al \ EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044" MIN. THICKNESS)
WITH MIN. 1-1/2' BEARING LEG.
HOST STRUCTURE 1/4" 0 x 2-1 /2" LONG WOOD LAG SCREW OR
MASONRY OR WOOD 1/4" 0 x 2-1 /4" LONG MASONRY ANCHORS
@ 24" O.C. MAX.
ROOF PANEL ATTACHMENT - MASONRY
SCALE: N.T.S.
CARRIER BEAM
(SEE PAGE-2
FOR SIZE)
3/8" DIA. MACHINE
)LTS THRU CARRIER
AM & POST
BEAM TO POST CONNECTION
OPTION #2 SCALE: N.T.S.
(4) 1/4'k3-1/4"TAPCON
THRU BOTTOM LEG OF
ANGLE INTO CONC.
(2) 3/8" DIA. MACHINE
BOLTS w/ WASHERS
3-3/4" FROM EDG
OF SLAB/ FTG. 44
MAY USE (3) #14xl"TEK TOP VIEW
IN LIEU OF THRUBOLTS 3'x&' POST
PER PLAN
(2) 3/8" DIA. MACHINE
BOLTS w/ WASHERS
t /8'k2k3°
(LENGTH) ANGLE
(4) 1/4"6-1/4"TAPCON (INTERNAL)
THRU BOTTOM LEG OF
ANGLE INTO CONC.
3000 PSI CONC. -
SLAB/FTG.
6x6-1Ox10 WWM °
OR FIBERMESH
FRONT VIEW
3"x3" POST CONNECTION DETAIL
(INTERNAL BASE) SCALE: N.T.S.
ROOF PER PLAN
# 14x4" S.M.S. w/ 1-1 /4" 0 FENDER WASHER
AND NEO-PRENE GASKET @ 12' O.C.
# 12 X 9/16" W/ 5/8" NEO-WASHER
(3) PER PAN FOR PANS
COVER END OF PANEL
CARRIER BEAM
(SEE PAGE-2
FOR SIZE)
Lu `(2) 3/9-DIA. MACHINE
BOLTS THRU CARRIER
BEAM & POST
`OPTIONAL EXTRUDED GUTTER IS
ATTACHED TO 3" INSULATED ROOF
POST W/# 12x1" 6" FROM ENDS 24" O.C.
POST TO CARRIER BEAM
CONNECTION SCALE: N.T.S.
ROOF PER PLAN
# 14x4" S.M.S. w/ 1-1 /4" O FENDER WASHER
AND NEO-PRENE GASKET @ 12' O.C.
# 12 X 9/16" W/ 5/8" NEO-WASHER
(3) PER PAN FOR PANS
COVER END OF PANEL
3"XZ'X.050"MIN.
(SEE PLAN)
ROOF PANEL TO CARRIER BEAM
CONNECTION SCALE: N.T.S.
2'XZ X.125' ANGLE W/
#14x3/4"THRU ANGLE LEG
`INTO BEAM EA. SIDE TYP.
/ SEE TABLE FOR QUANTITY
�2"XZ'X.125" ANGLE W/
(3) 114" X 2-1/4" TAPCONS @ Z' o.c.
THRU ANGLE LEG INTO HOST WALL
3 / TOP VIEW
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(2X7SMB ILLUSTRATED)
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0
#14x3/4"THRU ANGLE LEG
INTO BEAM EA. SIDE TYP.
0
SEE TABLE FOR QUANTITY
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2 (3) 1 /4" X 2-1/4" TAPCONS @ 2' o.c.
THRU ANGLE LEG INTO HOST WALL
SIDE VIEW
BEAM TO HOST WALL CONNECTION
SCALE: N.T.S.
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FASTENER NOTES:
MAINTAIN 1/2"SEPARATION BETWEEN FASTENERS.
MAINTAIN 3/8" MIN, FASTENER SEPARATION FROM EDGE.
FASTENERS MAY BE STAGGERED TO ENSURE PROPER
QUANTITY PERMITTED (PATTERN MAY APPEAR DIFFERENT
FROM ILUSTRATION)
BEAM TO WALL W/ 1/8" ANGLE TABLE
BEAM SIZE
QUANTITY/ SIZE
PER LEG TO BEAM
QUANTITY ANCHOR
PER LEG TO WALL
2X4
(4) #12 - (2) #16
(2) 1 /4" TAPCON
2X5
(5) #12- (3) #16
(2) 1/4"TAPCON
2X6
(5) #12- (3) #16
(3) 1/4"TAPCON
2X7
(6) #14- (4) #16
(3) 1/4"TAPCON
2X8
(7) #14-(4) #16
(4) 1/4"TAPCON
2X9
(8) #14- (5) #16
(4) 1/4"TAPCON
2X10
(9) #14-(6) #16
(5) 1/4"TAPCON
FOR WOOD APPLICATION IN
LIEU OF MASONRY ANCHORS
USE: 1/4" X 3" GALV. LAGS
(4)3/8"x4"TAPCONTHRU MAY USE: (4) 3/8"x5"TAPCON
BOTTOM LEG OF ANGLE IN LIEU OF 1 /2" DIA. BOLTS
MAY USE: (2) 3/8"x4" TAPCON INTO CONC. F,
(2) 1/2' DIA. EXPANSION BOLTS (3) 1/4" DIA. MACHINE
IN LIEU OF 3/8" DIA. BOLTS SEE NOTE #2 THIS PAGE
(2) 3/8" DIA. EXPANSION BOLTS (3) 1/4"DIA. MACHINE ® ® BOLTS w/ WASHERS
(2) BOLTS
DIA. MACHINE BOLTS w/ WASHERS 7' FOR BOLT PLACEMENT
SEE NOTE # 1 THIS PAGE BOLTS w/ WASHERS
FOR BOLT PLACEMENT
® Z' FROM EDGE
Z' FROM EDGE OF SLAB/ FTG. OF SLAB/
FROM EDG 1" OF SLAB/
FROM EDGE
OF SLAB/ FTG. OF SLAB/ FTG. OF SLAB/
FROM EDGE-1OF SLAB/ FTG.
OF SLAB/ FTG.
TOP VIEW MAY USE (4) #14xl"TEK TOP VIEW (3) 1/4"DIA. MACHINE
(2) 3/8" DIA. MACHINE IN LIEU OF THRUBOLTS BOLTS w/ WASHERS TOP VIEW
BOLTS w/ WASHERS 3"x3" POST COLUMN PER PLAN 4'k4" POST
(SEE PAGE-2 (3) 1 /4"DIA. MACHINE (SEE PAGE-2
(2) 3/8" DIA. EXPANSION BOLTS FOR SIZE) BOLTS w/ WASHERS 12) 1/2' DIA. EXPANSION f FOR SIZE)
SEE NOTE #1 THIS PAGE BOLTS SEE NOTE #2
FOR BOLT PLACEMENT I/8'k2'kKn3-3/4" THIS PAGE FOR BOLT LN
Y USE 4 # 14x1 TEK
MAY USE (3) #14x1"TEK (LENGTH) ANGLE PLACEMENT ( )
IN LIEU OF THRUBOLTS (4) 3/8'k4"TAPCON (INTERNAL) LIEU OF THRUBOLTS
THRU BOTTOM LEG
3'k3'k0.125 ANGLE OF ANGLE INTO CONC. 2NNNO.125 ANGLE
3000 PSI CONC. ° e 3000 PSI CONC. ° " 3000 PSI CONC.
SLAB/ FTG. SLAB/ FTG. SLAB/ FTG. °
6x6-1Ox10 WWM 6x6-10x10 WWM 6x6-1Ox10 WWM
OR FIBERMESH OR FIBERMESH OR FIBERMESH
FRONT VIEW FRONT VIEW FRONT VIEW
3"x3" POST CONNECTION DETAIL 4X4 COLUMN ALT. BASE ATTACHMENT 4"x4" POST CONNECTION DETAIL
SCALE: NTS DETAIL SCALE: NTS SCALE: NTS
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DESIGN DATE:
REVISION 1:
REVISION 2:
DRAWN BY:
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02/16/2021
03/23/2021
DATE I SHEET:
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