HomeMy WebLinkAbout2119579-2 THOMPSON 7909 INDIAN RIVER DR FT PIERCE FL (E-FILE FINAL)DESIGN 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 0.013" 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) #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
PROPOSED MANSARD SCREEN ENCLOSURE
SEE FOUNDATION DESIGN SHEET-01
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RESIDENCE
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"X3"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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REVISION 2:
DATE
SHEET:
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DRAWN BY: TCP
SCALE: NTS
1"x2" FASTEN TO COL. (INTERNAL)
w/(2) #IOxl-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
2 x 5
IS)/ #12
2x6
(6)/#12
2x7
(7)/#12
2x8
(8)/#14
2x9
(9)/#14
2 x 10
(9)/ #14
MAINTAIN MIN, OF 5/8" SEPERATION
FROM EDGE OF BEAM SMS O.C.
°
BEAM PER PLAN
°
° °
(SLOPED OR FLAT)
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BEAM PER PLAN
(2) #1Ox
NOTCHED TO RECEIVE
INTO BEAT
COLUMN WITHIN
BEAM
SMS, (EACH SIDE)
INSTALL BRA
QTY/ SIZE PER TABLE "D"
TO CORI•
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 /8.'x2"x2'k ANGLE
5032 H-32 ANGLE
(2) - #12 SMS INTO COLUMN-
1/4" MASONRY ANCHOR EACH
ANGLE - EACH SIDE COL.
2-1/4" MIN. CONC. °
ANCHOR EMBEDMENT `
SECONDARY ANGLE o
3000 PSI CONC.
SLAB/ FTG.
6x6-10x10 WWM
OR FIBERMESH
1/4" MASONRY ANCHOR
AT EACH ANGLE
SELF -MATING OR
SNAP SECTION TYP.
M(2" O.B. BASE PLATE-TYP.
0 0
1-1/4" MIN. CONC.
ANCHOR EMBEDMENT
d 2" MIN. INCREASE DISTANCE
WHEN GREATER THAN 2x4
p UPRIGHT IS USED
SIDE VIEW NOTE
WHERE PAVERS ARE PRESENT USE 5/16"
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 I x2 BASE
2 Q SLAB (BEYOND)
3000 PSI CONC.
SLAB/ FTG.
6x6-1Ox10 WWM FRONT VIEW
OR FIBERMESH
DETAIL "B" - 2"x4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: NTS
(2) # 1 Ox3"SMS INTO SCREW
BOSSES FOR EDGE MEMBER
EDGE MEMBER °
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OR PURLIN ° °
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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
2"x2" MEMBER w/(2) #10 SMS w/1"
PENETRATION INTO SCREW BOSS OF
2"x2" MEMBER - TYP. BOTH SIDES
2"x2" DOOR JAMB
FASTEN HEADER w/(2) #IOx3"
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 2"x2" TO BASE PLATE
(INTERNAL) w/(2) #10x2"SMS
ATTACH BASE PLATE TO 2"x2"
w/(2) #10x3" SMS INTO SCREW
BOSS OF BASE PLATE
1"x2" BASE PLATE ANCHORED
TO CONC w/ 1 /4" MASONRY °
ANCHOR 6" MAX EACH SIDE e o . p
OF POST AND 24" O.C. MAX
1-1 /4" CONC. EMBEDMENT TYP.
1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OF
COLUMN 1-1 /4" PENETRATION INTO UNDERLYING FOOTING
DETAIL "F" - DOOR JAMB & HEADER
CONNECTION SCALE: NTS
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2" x 2" x 0.050"
2 x 3: 2" x 3" x 0.050"
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
2 x 2 SNAP: 2" x 2" x 0.045"
2 x 3 SNAP: 2" x 3" x 0.050"
2 x 4 SNAP: 2" x 4" x 0.045"
SELF MATING (SMB)
2 x 4 SM B: 2" x 4" x 0.046" x 0. 100"
2 x 5 SMB: 2" x 5" x 0.050" x 0. 116"
2 x 6 SM B: 2" x 6" x 0.050" x 0. 120"
2 x 7 SM B: 2" x 7" x 0.055" x 0. 120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.224"
2 x 9 SMB: 2" x 9" x 0.072" x 0.224"
2 x 9(H) SMB: 2" x 9" x 0.082" x 0.306"
2x 10SMB: 2"x 10"x0.092"x0.374'
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNELw/(4) #1Ox.75"
INTO GIRT OR PURLIN & (2) #14x.75"
INTO BEAM OR UPRIGHT 0.062 ANGLE
CLIPS MAYBE USED
UPRIGHT, BEAM -SNAP,
SELF MATING, OR HOLLOW
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DESIGN DATE: 07/15/2021
DETAIL "G" - SLOPED PURLIN
REVISION 1: 01/27/2022
CONNECTION SCALE: NTS
REVISION 2: DATE
SHEET:
DRAWN BY: TCP
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SCALE: NTS
GIRT FASTENED INTERNALLY AT EACH END 1"x5"x2" WIDTH EXTRUDED GUTTER BRACKET
w/ #IOx1.5" EACH SCREW GROOVE. FASTEN (THICKNESS OF LEG @ WOOD SCREW SHALL BE
TO BEAM w/ 2"x2""x1/8" ANGLE (2) #12 SMS 0.125" MIN., LONG LEG SHALL BE 0.072" MIN.)
INTO BEAM & (2) #IOx1.5 THRU ANGLE INTO @ EACH BEAM w/(2) #I2x3/4" SMS @ 1"SPACING
GUTTER WHERE NO GIRT IS PRESENT, ATTACH INTO GUTTER LIP. FOR BEAMS ABOVE 2x8 INSTALL
ANGLE DIRECTLY TO GUTTER GUTTER BRACE AT MIDPOINT BETWEEN BEAMS &
INCLUDE 2" GUTTER BRACE AT EACH BEAM
LOCATION.
.050" GUTTER STIFFNER
2"x2"xl /8" ANGLE
FASTEN TO FASCIA w(2)
w/(2) #12 SMS
#12x2" WOOD SCREW
EACH LEG
FASTEN TO GUTTER w(2)
#12SMS
EXISTING HOST STRUCTURE
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BEAM
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(2) #14 WOOD SCREWS @ 1"
BEAM & PURLIN
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SPACING @ EACH GUTTER BRACKET
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BEAM WHEN TRIMMED FOR BEAM OVER 2x5
044 RECEIVING CHANNEL,
OR 1/8"x2"x2" ANGLE w/(4)
#12 SMS INTO EACH
.044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER
FASTEN w/(2) #12 SMS INTERNALLY w/(2) #12 SMS
FASTEN INSIDE CORNER
INTERSECTING MEMBER
EACH SIDE OF BEAM ALTERNATELY 2x2x1/8" ANGLE BELOW GIRT, (2) #14 SMS INTO
(BEAM
BEAM & (2) #12 SMS INTO STRUCTURAL GUTTER
8 x22"x2" ANGLE
w/(2) #12SMS
INTO EA.
SIDE VIEW
(BEAM & URLIN)R
OPTIONAL GIRT
#10SMS WITHIN6" DETAIL "M" BEAM & PURLIN TO GUTTER PERIMETER
FRAMING
& @ 24" O.C. MAX. FASTEN GUTTER TO CONNECTION SCALE: NTS
WOOD SCREW 18" O.C.
2x2x1/8"/
EA. SIDE OF
w/(2) #1
EACH LEG EAC
(2) #12SMS
(2) # 14x2"
WOOD SCREW
@ I" SPACING
FASCIA (2"x6" MIN. EXISTING)
STRUCTURAL
GUTTER
TOP VIEW
DETAIL "H" BEAM TO GUTTER
CONNECTION SCALE: NTS
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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
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
2 x 5
(5) #12
(9) #12
2 x 6
(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
DETAIL "K" GUSSET CONNECTION
SCALE: NTS
2"x2"xl /8" ANGLE w/(2)
#12SMS EA. LEG
1/8"x2"x4" STI
121 #12 SMS INTO BE, ...,
(2) #12 SMS INTO GUTTER
2"x2"xl/8" ANGLE 1
2)
# 12 SMS EA. LEG
SMB
SIDE VIEW
—GIRT
(2) GUTTER BRACES
EACH w/(2) # 12 SMS
FASCIA
INTO GUTTER & (2) #14
WOOD SCREWS INTO FASCIA
GUTTER
BRACE
(2) # 12 SMS
0
�m
1 /8"x2"x4" STRAP GIRT
(2) #12 SMS INTO BEAM STRUCTURAL GUTTER
(2) #12 SMS INTO GUTTER
TOP VIEW
DETAIL 1" CORNER CONNECTION
SCALE: NTS
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Date:
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2022.01.28
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DETAIL 1-2" CABLE CONNECTION
AT CORNER SCALE: NTS
EBOLT FOR
4BLE TENSION
1/8" STAINLESS STEEL
BRAIDED CABLE
1 /8" STAINLESS STEEL
BRAIDED CABLE
40°MIN.
60° MAX.
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3000 PSI CONC. 3" A.S.T.M. A-36 STEEL CLIP
6x6-10x10 WITH (2) 3/8'k3"SLEEVEANCHORS
WWM OR FIBERMESH FOR PAVERS (2) 1/4"x6"TAPCONS
THRU PAVERS INTO FOOTING
40° MIN.
60° MAX.
3000 PSI CONC.
6x6-1Ox10
WWM OR FIBERMESH
40° MIN.
60° MAX.
1 /8" STAINLESS STEEL
BRAIDED CABLE
3/8" DIA x 3" EMBED
CONC. SCREW ANCHOR
(TAPCON OR EQUAL)
1 /8" STAINLESS STEEL
BRAIDED CABLE
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3000 PSI CONC.
6x6-1 Ox10 1.5x5.5" ALUM. STRAP
WWM OR FIBERMESH w/(2) 3/8" DIA. x 3"
MASONRY ANCHOR
(TAPCON OR EQUAL)
DETAIL 1-1" CABLE CONNECTION
AT FOUNDATION SCALE: NTS
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DESIGN DATE:
07/15/2021
REVISION 1:
01/27/2022
REVISION 2:
DATE
SHEET:
04
DRAWN BY: TCP
SCALE: NTS