HomeMy WebLinkAboutSITE PLANSGENER:4L NOTES
1. DESIGN CRITERIA:
1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIFICALLY
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM &
CHAPTER 23 WOOD.
2.--ASCE 7-10,4-SE-17
3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
4. AC1318 CONCRETE REFRENCE MANUAL.
5. PCI PRECAST & PRESTRESSED CONCRETE.
6. AA ASM 35 & AA ADM 1
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. SCREENED ROOF ENCLOSURE FBC 2017 CH. 20 TABLE 2002.4
CONCRETE & FOUNDATION DESIGN:
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 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 A185
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. FOOTING SIZE: EXISTING CONCRETE SLAB. NO ADDITIONAL
FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE
PROPOSED CONSTRUCTION IF A MINIMUM 4" CONCRETE
SLAB (3000 PSI) 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.
3. WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING,
DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN.
HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
(OR EQUAL) TYP. ALL LOCATIONS.
4. WHEN INSTALLING 4" CONCRETE SLAB -ADD ADJACENT TO
EXISTING-DOWELL INTO EXISTING CONCRETE 48" O/C W/8" #5
REBARS- DRILL 3/4" HOLE 4" EMBEDMENT- EPDXY W/
NON -SHRINKING "SIMPSON EPDXY TIE" (OR EQUAL).
5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE
NOTED.
ALUMINUM SPECIFICATIONS:
1. ALUMINUM EXTRUSIONS SHALL BE B005 T5
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 M_INIMUM _2'X2"X.05.0'..- -
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=MATE-R►AL=SHAL=L BE- l- /1=4=5C-REE-N UNL=ESS
APPROVED BY FLORIDA ENGINEERING LLC.
FASTNER SPECIFICATIONS:
1. FASTNERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS
OR BETTER, INSTALLED TO MFG.)
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
AND FASTENERS TO MANUFACTURING SPECIFICATIONS.
3. WHERE WOOD DECK IS PRESENT USE 1/4"X3-1/2" 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"X2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS
B. FOR WOOD APPLICATION USE #14X2-3/4" WOOD SCREW AT
24" O.C. AND 6" FROM ENDS.
C. FOR ALUMINUM APPLICATION USE #10X1-1/2" SMS OR TEK
SCREW AT 24" O.C. AND 6" FROM ENDS
D. WHERE VX2" 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:
ST. LUCIE COUNTY
BUILDING DIVISION
FOR COMP
REVIEWED Y�l/@.
DATE AlzS
MUST BE KEPT ON J01a OR
NO INSPECTION WILL BE MADE
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2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION,
THE CONTRACTOR SHALL VERIFY AND INSURE 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.
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 SMB 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.
LEGEND: (ALL MAY NOT APPL
SCR = SCREEN
KP = KICK PLATE
PW = PICTURE WINDOW
X = HORIZ. SLIDING WINDOW
O = HORIZ. STATIONARY WINDOW
DH = DOUBLE HUNG WINDOW
SH= SINGLE HUNG WINDOW
SIP = SOLID INSULATED PANEL
CT = CABLE TIE
SG = SUPER GUTTER
CS = CLEAR SPAN
KB = KNEE BRACE
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2"x2"x0.044" .
2 x 3: 2"x3"0.044"
2 x 4: 2"x4"4.044"
2 x 5: 2"x5"4.050"
OPEN BACK SECTIONS
1 x 2: 1 "x2"x0.044"
1 x 3: 1 "x3"x0.044"
SNAP SECTIONS
2 x 2 SNAP: 2"x2"x0.050"
2 x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"x4"x0.045"
THESE PLANS
ARE SUBJECT
REQUIRED 1Y
MAY BE NECEE,
COMPLY WITH
ARE
SELF MATING (SMB)
2 x 4 SMB: 2"x4"x0.044"x0.100"
2 x 5 SMB: 2"x5"x0.050"x0.100"
2 x 6 SMB: 2"x6"0.050"0.120"
2 x 7 SMB: 2"x7x0.057"x0.120"
2 x 8 SMB: 2"x8"0.072"x0.124"
2 x 9 SMB: 2"x9"x0.082"x0.124"
2 x 10 SMB: 2"x10"4.092"4.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES. M o I
SCANNED
BY
St. Lucie Com
D ALL PROPOSED WORK
AWI CURECTIONS
-D INSPECTORS THAT
RY IN ORDER TO
APPLICkULF CODES,
FASTENERS OR ATTACHMENTS
RESPONSIBIUI'1' OF THE
TRACTOR OF RECORD
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FLORIDA ENGINEERING LLC
4456 TAMIAMI TRAIL, UNIT B14
PORT CHARLOTTE, FLORIDA 33980
(941) 391-5980
www.fiengineeringlic.com
PROJECT NO. 1817017
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No. 60102
STATE OF
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Craig E. Gunderson, P.E. #60102
[SATE: 06/25/2018
CA CERT. #30782
5" OR 7"x6" WIDTHxO.250"
EXTRUDED GUTTER BRACKET @
_ ___ EA, BEAM W/ (4) #12x3/4"
S.M.S. INTO GUTTER LIP
1"x2"xO.045" OPEN
BACK W/ (2) #12x2"
INTO GUTTER & (1) #12x
2"
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2"x2"x1/8" X ALUMINUM
ANGLE W/ (2) #14x3/4"
S.M.S. INTO BEAM ON EA SIDE
(4) INTO GUTTER
OPTIONAL: 2"x2"xO.062"
RECEIVING CHANNEL W/ (2)
#10x3/4" EA SIDE TO
COVER EXPOSED BEAM
WIDTH GUTTER BRACKET W/ (2) 3/8" LAGS
2"x_PURLINS (SEE A-1
—EOR_SIZE).AT-TACHED-TA�
BEAM W/ MIN. (4) #1Ox1 1/2"
SMS N
4) 3/8" LAG SCREWS @ 1-1/2" zo
SPACING @ EA GUTTER BRACKET ry
& (1) @ 12 O.C. MAX -MIN EMBEDMENT \ O k5
SHALL BE 2" \ \C!
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(4) #14x3/4" S.M.S.
INTO GUTTER EA SIDE
THE HOST STRUCTURE SHALL
HAVE AT LEAST A 2"x4"
FASCIA AND ROOF TRUSS
SYSTEM. CONTRACTOR SHALL
VERIFY THIS AND IF
SMALLER CONTRACTOR
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/ #12x1" S.M.S. @ 12" O.C. AND WITHIN 3" FROM
END OF THE UPRIGHT.
TYPICAL SCREEN DOOR CONNECTION DETAIL
SCALE:NTS
BEAM SCREWS
2"x4" SMB
6
2"x5" SMB
6
2"x6" SMB
8
2"x7" SMB
8
2"x8" SMB
10
2"x9" SMB
10
2"x10" SMB
12
3/16" ALUMINUM GUSSET
PLATE
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"N"
"S1"
"S2"
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"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
1"
1318"
23"
7.75"
2X9
24
7
1"
13/8"
23"
8.75"
2X10
28
8
V
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
SCALEATS
MAINTAIN MIN, OF 5/8" SEPERATION
FROM EDGE OF BEAM SMS O.C.
FOR SLOPED BEAMS
MAINTAIN ALL SCREW SPACING
FROM EDGE OF BEAM
SELF -MATING BEAM
SHALL BE NOTCHED
FOR UPRIGHT
1 1/2"x1/16" PLATE
(TOP OR BOTTOM)
PURLIN
1"x2" FASTENED TO COLUMN
WITH (2) #1 Ox1 1/2" SMS
INTO SCREW BOSSES FOR
SMB OR SNAP COLUMN
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NOTE: A RECEIVING CHANNEL (1/16" THICKNESS)
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BE USED IN PLACE OF THE (2) #10x3" SCREW BOSS
CONNECTION.
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EDGE MEMBER
OR PURLIN
{2) #10x4" SMS INTO SCREW
BOSSES FOR EDGE MEMBERS
2"x2" EAVE RAIL SECTION
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#1Ox1 1/2" SMS 24" C/C
#14x3/4" SCREWS
(SEE TABLE ABOVE)
(MIN) UPRIGHT
UPRIGHT TO BEAM CONNECTION -ALL WIND ZONES
SCALE:NTS
EDGE MEMBER
OR PURLIN
ROOF BRACING CONNECTION DETAIL
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DESIGN DATE:
06/25/2018
REVISION 1: DATE
PAGE:
REVISION 2: DATE
SCALE: NTS
FRIGHT
ECONDARY ANGLE MIN
0.125" THICK (NOT
� (4}#30x3/4MS
EQUIRED-FOR--2x3
FASTENING SECONDARY
MEMBER)
ANGLE TO COLUMN
(TYP EACH SIDE)
—PRIMARY 2"x2"
(B) 3/8" 0 CONCRETE SCREW
x0.125" ANGLE
ANCHOR INTO SECONDARY
2) #1Ox3/4" SMS FASTENING
ANGLE
COLUMN TO PRIMARY ANGLE OPTION #1
(TYP EACH SIDE) O
(TYP EACH SIDE)
(SEE TABLE) O
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
O O "x2" BASE MEMBER
(TYP EACH SIDE)
1ORSP-A - - �--� -
(SEE TABLE) 1) 3/8" 0 CONCRETE SCREW
ANCHOR INTO PRIMARY
ANGLE AND @ 1/4" 0 CONCRETE
�3" MIN. SCREW ANCHOR @
24" O.C. BETWEEN COLUMNS
NOTES: (TYP EACH SIDE)
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" 0X3" LAG
SCREW FOR 3/8" 0 LDT 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
#1 - 36 STEEL
L P M P
CLIP MAY BY PLACED ON
TOP OR SIDE OF DECK W/
�
"SLEEVE
TOP OF
ANCHOR
CONCRETE
DOUBLE COMPRESSION
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MINIMUM
3/8" OX3" MASONRY
OPTION #1
ANCHOR (MIN 3 314"
2500 PSI CONCRETE W/
EMBEDMENT
4" SLAB ONLY
WELDED WIRE OR
FIBERMESH
.125" STAINLESS
e�
STEEL CABLE
2500 PSI CONCRETE W/
WELDED WIRE OR
TOP OF
FIBERMESH
CONCRETE
4" NOMINAL SLAB
MINIMUM
1 1/2"X5 1/2" ALUMINUM J OPTION #2
STRAP W/ (2) 3/8" OX3" USE WITH FOOTING
MASONRYANCHOR
(MIN 3 34' EMBEDMENT)
CABLE TO FOUNDATION CONNECTION DETAIL
SCALE:NTS
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4) #12x3/4" SMS
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NOTE: WHEN USING OPTION #2
/8" DIA STAINLESS CONNECTION CABLE MUST BE
STEEL CABLE WITHIN 6" OF CORNER OR
PRIMARY MEMBER.
3/8" WELDED STAINLESS
STEEL EYE BOLT
(8) #14x3/4 SMS
SIDE VIEW 0 (MIN) WASHER
HENEATH NUT
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TOP VIEW 0-1 3/8" 0 ADJUSTABLE EYE
O BOLT FOR CABLE TENSION
OPTION #2 j O O I /g" pJ STAINLESS
I i / STEEL CABLE
�2"x2"xi/8" EXTRUDED ANGLE
SIDE VIEW ON 45° ANGLE
OPTION #1
CABLE CONNECTION AT CORNER
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DESIGN DATE:
06/25/2018
REVISION 1:
DATE
PAGE:
REVISION 2:
DATE
/4
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