HomeMy WebLinkAboutSITE PLANSSITE PLAN FOR
HARBOUR RIDGE, LTD.
LEGAL DESCRIPTION; UNIT i
HARBOUR SWEETBAY VILLAGE (AREA VB-2),
RIDGE PLAT NO. B. ACCORDING TO THE PLAT THEREOF RECORDED
IN PLAT BOOK 26 . PAGES 6-6E , ST. LUCIE COUNTY, FLORIDA.
MIN. SETBACK REQ.
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REFER TO N. G. V. D. 19.29.
ADDRESS: ifiSO SWEETBAY CIRCLE, PALM CITY, FLORIDA 53490
THE DEVELOPMENT ORDER FOR THIS HARBOUR RIDGE PLANNED DEVELOPMENT
PROJECT AS IT APPLIES TO TRACT VS-2,
A M''lNIMUM DISTANCE OF 30.00 FEET BETWEENNOBUiLDINGSURTIRiEflEE�ISRNOUSR�E
YARD SETBACK REQUIREMENT,
REV: �I SKETCH NOT A SURVEY
fieLo: 1� MOCK, ROOS 6 ASSOCIATES, INC. sc�tE i' -40•
DRAWN. Ii Ms ENGINEERS • SURVEYORS • PLANNEAS Prepared for OATE:AUG 1986
APPRovW'; SVH A NEST PALM BEACH. ,FLQRIDA HARBOUR RIDGE, LTD. P.& NO. 87-23
oA. KA-175
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GENERAL NOTES
1. DESIGN CRITERIA:
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APPLICABLE CODES, REGULATIONS & STANDARDS:
1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIFICALLY
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM &
CHAPTER 23 WOOD.
2. ASCE 7-10. & SEI7
3. NDS
4. AC 3 8ACONCRETIONALDTE REFRENCE M LO�® PY
5. PCI PRECAST & PRESTRESSED C N
6. AA ASM 35 & AA ADM 1
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. 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
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 SIMP SON 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).
NOTED.
ALUMINUM SPECIFICATIONS:
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE SPECIFIED.
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.
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:
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 INS!ALLED 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.
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SCR = SCREEN
KP = KICK PLATE
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SH= SINGLE HUNG WINDOW
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ALUMINUM MEMBERS .B ENSIONS ���
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HOLLOW SECTIONS ERIti���
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2: 2"x2"x0.044"LLI
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2 x 3: 2"x3"x0.044" ST. LUCIE COUNTY BUILDING DI 0
2 x 4: 2"x4"0.044" REVIEWED FOR CO IANCE
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2 x 5: 2"x5"x0.050" REVIE r
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OPEN BACK SECTIONEANS AN PE M UST BE P ON OB
1 x 2: 1"x2"0.044" SITE OR NO INSPE IONS L BE MADE
1 x 3: 1 "x3"x0.044"
GROUT WITH BONDING AGENT.
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
STRUCTURE.
- 6. AL-L-2X4 & GREATER ARE TO -BE SMB UNLESS OTHERWISE- INDICATED-.
RESPONSIBILITIES:
1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED
CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL
BE NOTIFIED OF ANY DISCREPANCIES.
SNAP SECTIONS
2 x 2 SNAP: 2"x2"0.050"
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2 x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"x4"x0.045"
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2 x 6 SMB: 2"x6"x0.050"x0.120"
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2 x 7 SMB: 2"x7x0.057"x0.120"
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REVISION 1: DATE PAGE:
REVISION 2: DATE I�
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PROJECTADDRESS:
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FLORIDA ENGINEERING LLC
4456 TAMIAMI TRAIL, UNIT B14
PORT CHARLOTTE, FLORIDA 33980
(941) 391-5980
www.flengineeringllc.com
Craig E. Gunderson, P.E. #60102
PROJECT NO. 1819924 CA CERT. #30782-DATE: 07/23/2018
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BEAM QTY EACH SIDE/SIZE
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2x4
8/10
2x5
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2 x 6
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2 x 8
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NOTE: IF PAVERS ARE
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(TYP.)
NOTE: WHEN FASTENING
TO WOOD USE 1/4" GALV.
LAG SCREW IN LIEU OF
CONC. ANCHORS AND
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MIN 2-1/4" INTO
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UPRIGHT
QTY. TAPCON/ SCREW
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2X4
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2X5
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2X6
2/ 4
2X7
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2X9
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'ALL MEMBERS PER PLAN
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2"x2"x.063" - DIM. TO MATCH PURLIN
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ALTERNATE DETAIL "G" SLOPED REVISION 1: DATE PAGE
DETAIL "B" - 2"x4" OR LARGER SELF MATING DETAIL" F" - DOOR JAMB & HEADER PURLIN CONNECTION SCALE: NTS
UPRIGHT TO DECK DETAILS SCALE: N.T.S. CONNECTION SCALE: NTS REVISION 2: DATE
SCALE: NTS 13
GIRT FASTENED INTERNALLY AT EACH END
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F i 1/8"x2"x4" STRAP GIRT
0 0 0 0 0 0 ) o I (2) #12 SMS INTO BEAM GIRT (2) GUTTER BRACES
\�\o 0 F (2) #12 SMS INTO GUTTER IEACH NTO GUTTE#12 SMS R & 2) #14 4" MIN. SLAB
FASCIA wlFOOTING 3!8" DIAx3" EMBED
\ 0 ° 3/16"-5052-H32 GUSSET WOOD SCREWS INTO FASCIA (TAPCON OR EQUALCONIC. SCREW )
o% F INTERNAL OR EXTERNAL 0
(2X10SMB ILLUSTRATED) 2x2xl/8" ANGLE w/(2) U
F #12 SMS EA. LEG 0 3000 PSI CONC. J
NOTE F
INSTALL FASTENERS ALONG PERIMETER OF GUSSET
SEAM-JOINTa3 "MIN^EROIvEDGE-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-EVENLYSPACEDAROUND
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
QTYSMst_-
BEAM TO
BEAM
--0Ta.-SMS/ - --- _
SIDE OF COL.
ACVS10
2 x 4
(5) #12
(9) #12
2 x 5
(5) #12
(9) #12
2 x 6
(7) #12
(9) #12
2 x 7
(10) #12
(10) #12
2 x 8
(12) #12
(14) #12
2 x 9
(14) #14
(14) #14
2 x 10
(16) #14
(15) #14
40° MIN. 6x6-10x10
WWM OR FIBERMESH
J
(�
60° MAX.
z
(2) #12 SMS
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(2) #12 SMS INTO BEAM
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of
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GIRT
(2) #12 SMS INTO GUTTER STRUCTURAL GUTTER
4" MIN. SLAB
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1/4" DIA
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MASONRY -ANCHOR --" -
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g ----
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U-- W_(p_Q _ _
(TAPCON OR EQUAL)
Z D_
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DETAIL "L" CORNER CONNECTION
DETAIL "I-1" CABLE CONNECTION
0-
SCAL-6'- AT FOUNDATION SCALE: NTS ES1GL1 DATE: 07/23/2
DETAIL " K" GUSSET CONNECTION REVISION 1: DATE PAGE:
SCALE: NTS REVISION 2: DATE /�
SCALE: NTS 4
-3/16" 505; H32 GUSSET
#14 SMS @ 1 1/4" O.C.
2" X PURLINS ATTACH TO
BEAM WITH MIN (4) #10 X 1 1/2" SMS
PLACE WASHER UNDER SCREW
IN GUSSET CORNER
o
o 0
0 o 0
0 o 0
0
oo o l�P\GPL
1 1/4" (TYPICAL) o \
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g31
5. 8
519 9
NOTES:
1. GUSSET DIMENSION ARE MINIMUM (2)
REQ'D (1) EA SIDE OF BEAM - MAYBE
INTERNAL OR EXTERNAL
2. AS BEAM SIZE CHANGES, ADD OR
SUBTRACT SCREWS TO MAINTAIN 1-1/4" C/C SPACING
3. GUSSET LENGTHS REMAIN CONSTANT
WIDTHS CHANGE TO MATCH BEAM SIZE.
2"X2"X1/8" ANGLE X 4" LONG
PROVIDE #14 X 1" INTO EACH
MEMBER AS NDICATED
BELOW PROVIDE INTERIOR
ANGLE ABOVE AND BELOW
CHAI RRAI L
EXTERIOR PLATE
CORNER POST EAVE RAIL
1" x 2" O.B.
PATIO SECTION
O N01, 3" x 3" x 0.050" MIN., 6063-T6 ALLOY
O 0 PLATE DR STRONGER (ONE SIDE) WITH
p (3) - #12 x 3/4" S.M.S. EACH SIDE AS
SHOWN (3/8" MIN. PLATE EDGE DISTANCE
& C-C FASTENER SPACING)
2x2x0.0
K-BRACE
LATERAL "W'-BRACING
GUSSET PLATE
PER E-SERIES
PURLIN
3" x 2" x 0.050" MIN., 6063-T6 ALLOY
PLATE DR STRONGER (ONE SIDE)
(3) - #12 x 3/4" S.M.S.,
EACH SIDE AS SHOWN
(1/2" MIN. PLATE EDGE
DISTANCE & C-C
FASTENER SPACING)
1" X 2" O.B. FASTENED TO CORNER
POST W/ 912 X 1 1/2" SMS AT 6" FROM
ANGLE TOP & BOTTOM RAILS TYPICALLY @ 24" O.C.
;1" INTO EACH
DICATED BELOW 1/8" X 2" X 2" EXTRUDE ANGLE 5052
H-32 ALLOY EA CORNER W/ (2) #14 X 2"
CORNER POST SMS INTO POST & (1) 3/8" DIA
CONCRETE SCREW ANCHOR INTO
CONCRETE
6" .
DETAIL #2
(2) #10 X 1 1/2" SMS
THRU SCREW BOSSES 21/4"M CONC
ANCHOR EJABEDME
SLAB/FOOTING
NOTES: SEE PLAN
1. CONNECTION DETAIL
AT EAVE RAIL SIMILAR
SELF MATING
BEAM
CORNER K-BRACE DETAIL
SCALE: N.T.S.
(4) #14 X 3/4" SMS
INTO POST
1" X 2" BASE PLATE
ANCHORED TO CONC W/ 1/4"
CONTRACTOR TO INSTALL CONCRETE SCREW ANCHOR
(2) #14 X 2" SMS THRU BRACE (MIN. 1 1/4" EMBED)
INTO BEAM THRU GUSSET 6" MAX EACH SIDE OF POST
PLATE AND 24" O.C. MAX
CORNER POST
K-BRACE
2-x 2 x 0.093
BRACE(TYPE
3/8" 000NCRETE ANCHOR (2 PLATES)
FOUNDATION IN LIEU OF TYP. 1/4" 0 CONCRETE
SCREWS FOR CORNER COLUMN
LATERAL "K"-BRACING -
CONNECTION DETAILS
[2
CORNER POST W/ 1" X 2" @
�,—,r/BACKSIDE
3/8" X LENGTH AS REQUIRED
FOR 2 1/4" EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
:. ...,,\
FRONT VIEW
CP-1 CORNER POST TO CONCRETE DETAIL
A4V SCALE: NTS
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w
U
U
6" x 5" x 0.050"
COLUMN
6063-T6 ALLOY PLATE
(ONE SIDE) OR STRONGER 2 x 2 x 0.093
BRACE (TYP.)
U
K-BRACE
J
Z
U
2 x 3 x 0.070 CHAIR RAIL
w
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---- ----- O p--\��-1
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af
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K-BRACE
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W
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0
0 W
F Z
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¢
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- -
---- -- - -- --
-
W_o
2x2x0.093
F- IL
LLJ Y
BRACE (TYP.) (11 TOTAL) - #12 x 3/4"'
O
a
S.M.S. AS SHOWN (1/2" MIN.
PLATE EDGE DISTANCE &
SLGN DATF 07/? �/70�8
LATERAL 'W'-BRACING C C FASTENER SPACING)
CONNECTION DETAILS
REVISION 1: DATE
PAGE
REVISION 2: DATE
SCALE: NTS