HomeMy WebLinkAboutSITE PLANSlftfflRA
SITE PLAN FOR
HARBOUR RIDGE. LTD.
LEGAL DESCRIPTION: UNIT 41. BUTTONBUSH VILLAGE (AREA VB3-VB4).
HARBOUR RIDGE PLAT NO 13, ACCORDING TO THE PLAT THEREOF RECORDED IN
PLAT BOOK 28 , PAGES 3A -3H • ST. LUCIE COUNTY. FLORIDA.
UNIT 42
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40, S6' E 121. 75'
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MODEL PORTOF I NO F IN I SHED FLOOR i 2. 0 REFER TO N. G. V. 0. 1929.
ADDRESS: i3308 MAPLEWOOD ROAD , PALM CITY, FLORIDA 33490
THE DEVELOPMENT ORDER FOR THIS HARBOUR RIDGE PLANNED DEVELOPMENT
PROJECT AS IT APPLIES TO TRACT V83-VB4. PLAT NO.i3 HARBOUR RIDGE, REQUIRES
A MINIMUM DISTANCE OF 30.00 FEET BETWEEN BUILDINGS. THERE IS NO SIDE
YARD SETBACK REQUIREMENT.
' DOCK, ROOS & ASSOCIATES, INC.
laZ N/A ENGINEERS • SURVEYORS • PLANNERS
um TMS
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Prepared for
HARBOUR A I DM LTD.
T A SURVEY
scks 1" -40'
OATI~APR 1990
P. L 90. 89-132
aa. No. A— 2132
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GENERAL NOTES
---1: DESIGN -CRITERIA: - -
- -- -- ALUMINUM -SPECIFICATIONS- - -
APPLICABLE CODES, REGULATIONS & STANDARDS: 1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIFICALLY OTHERWISE SPECIFIED.
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & 2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
CHAPTER 23 WOOD. #12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER.
2. ASCE 7-10. & SEI7 3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050".
3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. 4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
4. AC1318 CONCRETE REFRENCE MANUAL. INCHEPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
5. PCI PRECPSJ_&_P_RESTRESS.ED_C_ONCRET_E INCHES.
6. AA ASM 35 & AA ADM 1 S VfNYL AND ACRYLIC -PANELS SHaLI:--BE REMOVED -WHEN
WIND SPEEDS EXCEED 75 MPH PER FBC.
WIND LOADS: 6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 &TABLE APPROVED BY FLORIDA ENGINEERING LLC.
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 FO.OTER 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.
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 3i8".
4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
HEIGHT.
MISCELLANEOUS:
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R I D 1 51019 e N
CODE COMPLIANCE�90 "Pa
ST. LUC2E COUN �y rn w
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 APPLY)
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"x0.044"
2 x 4: 2"x4"x0.044"
2 x 5: 2"x5"0.050"
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"0.050"
2 x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"x4"0.045"
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"x0.050"x0.120"
2 x 7 SMB: 2"x7"x0.057"x0.120"
2 x 8 SMB: 2"x8"0.072"0.124"
2 x 9 SMB: 2"x9"0.082"4.124"
2 x 10 SMB: 2"x10"x0.092"x0.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES.
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DESIGN DATE: 07/11/2019
REVISION 1: DATE PAGE:
REVISION 2: DATE
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FLORIDA ENGINEERING LLC
4456 TAMIAMI TRAIL, UNIT B14 J
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PORT CHARLOTTE, FLORIDA 33980
(941) 391-5980
www.fiengineeringlic.com '
Craig E. Gu erson, P.E. #60102
PROJECT NO. 1919011 CA CERT. #30782 p,TE: 07/11/2019
.024 FLASHING SEALED TO
- - -- - - --WALL (TYP.)
0
° 0 0 0 0 #12x3/4" SMS @ 12' O.C. TOP
8 BOTTOM FOR COMPOSITE
s OR (3) PER PAN
.050-3" RECEIVING CHANNEL
CONCRETE OR FILLED FASTEN TO MASONRY WALL
MASONRY W/ 1/4" X 3" TAPCONS
18' O/C (INTERNAL)
FOR ALUMINUM PANS:
1/4" X 2" TAPCON (OR EQUAL) w/ 5/8"
NEO-WASHER THROUGH BOX END OF PAN
ROOF PANEL ATTACHMENT -MASONRY
SCALE: N.T.S.
NOTE: IF PAVERS ARE
PRESENT,CONCRETE
ANCHORS SHALL
PENETRATEINTO
FOOTING 2-I/4" MIN.
(TYP.
NOTE: WHEN FASTENING
TO WOOD USE 1/4° GALV.
LAG SCREW IN LIEU OF
CONC. ANCHORS AND
ENSURE PENETRATION
MIN 2-1/4" INTO ,
STRUCTURAL FRAMING
BENEATH (TYP.)
1/4" DIA. TAPCON SCHEDULE
UPRIGHT
QTY. TAPCON/ QTY. #12 SMS E/S
2X3
(1) 1/4" TAPCON/ (4) #12
2X4
(2) 1/4" TAPCON/ (4) #12
2X5
(2) 1/4" TAPCON/ (4) #12
2X6
(3) 1/4" TAPCON/ (6) #12
2X7
(3) 1/4" TAPCON/ (6) #12
2X8
(4) 1/4" TAPCON/ (8) #12
2X9
(4) 1/4" TAPCON/ (8) #12
2X10
(5) 1/4" TAPCON/ (10) #12
EXISTING RAFTER
OR TRUSS
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OR (3) PER PAN
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2" NOMINAL STRUCTURAL
FASCIA MIN.
FOR COMPOSITE PANELS:
(2). #12 X-2. MR
THROUGH RECEIVING
CHANNEL @ 12" O.C.
ALTERNATELY:
FOR ALUMINUM PANS:
(1) I/4"x3' LAG BOLT
#12 X 2° SMS THROUGH
THROUGH RECEIVING
"BOXED END": INTO WD FASCIA
CHANNEL @ 12" O.C.
ROOF PANEL ATTACHMENT - WOOD FRAME
SCALE: N.T.S.
3/8" DIA. TAPCON SCHEDULE
UPRIGHT
QTY. TAPCON/ QTY. #12 SMS E/S
2X3
(1) 3/8" TAPCON/ (4) #12
2X4
(2) 3/8" TAPCON/ (4) #12
2X5
(2) 3/8" TAPCON/ (4) #12
2X6
(2) 3/8" TAPCON/ (6) #12
2X7
(2) 3/8" TAPCON/ (6) #12
2X8
(3) 3/8" TAPCON/ (6) #12
2X9
(3) 3/8" TAPCON/ (6) #12
2X10
(4) 3/8" TAPCON/ (8) #12
NOTE: ANGLE REQUIRED SCHEDULE BASED ON 2-1/4" MIN. SCHEDULE BASED ON 2-1/4" MIN.
ONE SIDE ONLY FOR CONCRETE ANCHOR EMBEDMENT CONCRETE ANCHOR EMBEDMENT
DOOR JAMBS (TYP.)
SELF -MATING OR
I/8"x2"x2"x ANGLE
SNAP SECTION TYP.
5032 H-32 ANGLE
PER PLAN
1"x2" O.B. BASE PLATE-TYP.
2 - #12 SMS INTO COLUMN
I/4° MASONRY ANCHOR EACH o 0
2-I/4" MIN. CONC:
ANGLE - EACH SIDE COL. ° °
ANCHOR EMBEDMENT
° °
° 2' MIN. ANCHOR SPACING
WHEN GREATER THAN 2x4
UPRIGHT IS USED SEE
d
° n TAPCON SCHEDULE ABOVE
3000 PSI CONC. d
SLAB/ FTG.
6x6-IOx10 WWM SIDE VIEW
OR FIBERMESH
1/4" MASONRY ANCHOR
AT EACH ANGLE 2 - #12 SMS
1/4" TAPCON XL (RED HEAD MFG. OR EQUAL)
2 @ Ix2 BASE
2 @ SLAB (BEYOND)
8
I"x2" BASE PLATE ANCHORED
TO CONC w/ 1/4" MASONRY
ANCHOR 6" MAX EACH SIDE
• ° OF POST AND 24" O.C. MAX
6"
3000 PSI CONC.
SLAB/ FTG.
6x6-10x10 WWM FRONT VIEW
OR FIBERMESH
2"xY OR LARGER UPRIGHT TO
DECK DETAILS ,,SCALE: N.T.S.
FOR ALUMINUM PANS OR GALVALUME STEEL PANS
USE #12 X 9/16" W/ 5/8" NEO-WASHER (3) PER PAN
FOR COMP. PANELS #12 X I° LG. THAN PANEL THICKNESS
SMS W/ 1-112" NEO-WASHER 12" O/C (4) PER PANEL
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MACHINE BOLTS THRU
REC. CHANNEL 8 BEAM
IN LIEU OF #14 SMS
BEAM TO COLUMN CONNECTION
DETAIL SCALE: N.T.S.
.OVER END OF PANEL
CARRIER BEAM
(SEE PAGE-2
FOR SIZE)
14" DIA. MACHINE BOLTS
14" DIA. WASHERS THRU
tIER BEAM 8 POST
'IONALEXTRUDED GUTTER IS
4CHED TO 3" INSULATED ROOF
12x1" 6° FROM ENDS 24' O.C.
ROOF PANEL TO CARRIER BEAM
CONNECTION SCALE: N.T.S.
HOST
ROOF PER PLAN
1
REVIEWED FOR
'110-'ODE COMPLIANCE
LUCRE COUNTY
BOCC
SCANNED
CountyBY
St Lucie
2"X -- PER PLAN ATTACH
TO ROOF PANELS W/#12 SMS
120 O/C 6" FROM ENDS
I" EMBEDMENT (MIN.)
REVIEWED FOR
'110-'ODE COMPLIANCE
LUCRE COUNTY
BOCC
SCANNED
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INTO BEAM OR UPRIGHT 0.062 ANGLE
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BEAM ALTERNATES
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OR POST DETAIL
SCALE: N.T.S.
TAPCON (RED HEAD MFG. OR EQUAL)
6° FROM ENDS 24° O.C.
DESIGN DATE:
07/11/2019
COLUMN I-I/4° PENETRATION INTO UNDERLYING FOOTING
CO
REVISION 1:
DATE
PAGE:
TYP.
SCREEN ROOM END WALL
REVISION 2:
DATE
SCALE: N.T.S.
SCALE:
NTS
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