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BOUNDARY SURVEY
429 NETTLES BOULEVARD
JENSEN BEACH, FLORIDA 34957
LEGAL DESCRIPTION.'
LOT 429, SECTION II, OUTDOOR RESORTS OFAMERICA AT NETTLES ISLAND, AS RECORDED
IN PLAT BOOK 16, PAGE(S)1, M THROUGH 1J, PUBLIC RECORDS OF ST. LUCIE COUNTY,
FLORIDA ANDACCORDING TO THEDECLARATION OF CONDOMINIUM THEREOF, AS
RECORDED IN O.R.BOOK 186, PAGE2720 THROUGH 2764, AND ALL AMENDMENTS THERETO,
OF THE PUBLIC RECORDS OF STLUCIE COUNTY, FLORIDA.
CERTIFICATIONS:
1. MICHELINA WALKER AND DWAYNE WALKER
SURVEYOR'S NOTES
1. NO ATTEMPT WAS MADEBY THIS FIRM TO LOCATE UNDERGROUND UTILITIES ON/OR
ADJACENT TO THIS SITE. THEAPPROkIMATELOCATIONOFALL UTILITIES SHOWNHEREON
\ WERE TAKEN FROMASBUILT DRAW/NGSAND/OR ON-SITELOCATIONAND SHOULD BE
VERIFIED BEFORE CONSTRUCTION.
2.-NOA7TEMPT-WAS-MADEBY--THIS-FIRM-710 LOCATE-UNDERGROUND_F_QOTINGS OF
BUILDINGS OR FENCES ON OR ADJACENT TO THIS SITE.
3. LANDS SHOWNHEREON WERE NOTABSTRACTED FOR EASEMENTSAND/OR RIGHTS OF
WAY OFRECORD EXCEPTAS SHOWN ON THERECORD PLAT /FANY.
4. SITEAREA: 1815SQUAREFEET.
5. FLOOD NOTE: BYGRAPHICPLOTTINGONLY,, THIS PROPERTYFALLS IN FLOOD ZONE A0
BASEEL.= 6.0',ACCORDING TO THE FLOOD INSURANCE RATEMAPNo. 12HIC-0311-J,
DATED: FEBRUARY 16, 2012.
6. THEBEARING BASE OF THIS SURVEYISALONG THE WESTERLYRIGHT OF WAYLINE,
N.40°30'00 E.
7. LEGAL DESCRIPTION FURNISHED BY CLIENT.
8. ALL BEARINGSAND DISTANCES SHOWNARE PLATAND MEASURED NLESS OTHERWISE
NOTED.
9. ADDITIONS OR DELETIONS TO SURVEYMAPS OR REPORTS BY 00 HER THAN THE SIGNING
PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSEN OF THE SIGNING PARTY
OR PARTIES.
W.OWNERSHIPOFFENCESASSHOWN, IFANY,AREN07 , _RM/NEDBYTHISSURVEY
SURVEYOR'S CERTIFICATION.• /
SURVEYMAPAND REPORT OR THE COPIES THEREOF R - NOT VALID WITHOUT T €
SIGNATUREAND THE ORIGINAL RAISED SEAL OFA F RDA LICENSED SURVE RAND
MAPPER. THE SURVEYDEPICTEDHEREISNOT COV ReDBYPROFESS, IN /ABILITY
INSURANCE. r
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PROFESS/ON SURIiEYORBiL1APPER
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CHECKED
C.D.W.
DATE(FIELD)
4-17-2018
SCALE
1 "=10'
OB # 429 NETTLES BLVD
SHEET
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GENERAL NOTES
1. DESIGN CRITERIA:
APPLICAPLE 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. & SE17
3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
4. ACI318 CONCRETE REFRENCE MANUAL.
5. PCI PRECAST & PRESTRESSED CONCRETE.
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: D
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:
1. PORTLAND CEMENT TYPE 1 - ASTM C 150
11. 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
11. 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
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 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 1'X2" INSTALLED THROUGHOUT AN "OPEN VIEW"
SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS
III/_F-le7► I Wd6 j *H 19[t7-1,1111 Is] 16.3
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
4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
HEIGHT.
MISCELLANEOUS:
ST. LI1C�' COLi1 TY-_RUMD„ ,,*C
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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.
OPEN BACK SECTIONS
1 x 2: 1 "x2"4.044"
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"
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IN INCHES.
DESIGN DATE:
03/14/2018
ST. Lucie County, Permitting
REVISION 1: DATE
PAGE:
REVISION 2: DATE
SCALE: NTS
WIND SPEED - 75D (ENCLOSED STRUCTURE)
CASE 1:
3.78 PSF - WINDWARD WALL
-5.86 PSF - SIDE WALL
-7.15 PSF - ROOF
CASE 2:
6.51 PSF -WINDWARD WALL
-3.14 PSF - SIDE WALL
-4.43 PSF - ROOF
WIND SPEED - 150D (OPEN STRUCTURE)
ROOF PRESSURE: 0-58.5" 58.5"-117" (FROM FRONT WALL)
CASE 1 30.8PSF 7.72PSF
CASE 2-12.9PSF-30.9PSF
'CASE 3-28:3PSF-15APSF
WOOD DECK ON 4X4 POSTS
DECK HEIGHT AT BOTTOM OF HOST DOOR
DECK 40"X40"
STEPS 40" WIDE
RISER 7.25" MAX
TREAD 11.0" MIN
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MOBILE HOME
4TH WALL CONSTRUCTION
NOTE- 4TH WALL POSTS SPANS MUST BE LESS THAN 10
FEET IF ADJUSTED TO AVOID WINDOW OR DOOR
INTERFERENCE. ADDITIONAL POSTS CAN BE ADDED
TO AVOID EXCFFDINC, THE in FnnT SPAN
INSERT 4X4 POSTS INTO 16x16x10 CONCRETE FOOTERS WITH
3" CONCRETE COVER MINIMUM
ALTERNATE POST CONNECTION FOR EXISTING CONCRETE:
CONNECT POST" TO EXISTING CONCRETE USING SIMPSON
TRONG TIE RETROFIT POST BASE RPBZ OR EQUIVALENT..
O GUARD RAIL ALONG DECK & STEPS
(o 36" HIGH
PICKETTS 1"X1" LESS THAN 4" O.C.
LESS THAN 6" BETWEEN BOTTOM RAIL AND
NEW ACRYLIC ROOM
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19'-8"
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STAGGERED (MIN. OF 2 PER CONN.)
OR
2"X2"X.050" ANGLE EA. SIDE OF BEAM
FASTENED SAME AS CHANNEL.
BEAM TO WALL SCALE: N.T.S.
FOR COMPOSITE PANELS #14 X 1" LG. THAN PANEL
THICKNESS TEK (8) PER PANEL W/ 1/4" X 1-1/2" 0
WASHERS W/ SEALANT OVER TOP OF WASHER
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FOR E-GUTTER ATTACHMENT
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AS REQ. FOR BEAM
ROOF TO CARRIER BEAM
CONNECTION SCALE: N.T.S.
(2) 3/8" DIA. EXPANSION BOLTS
SEE NOTE #1 THIS PAGE
FOR BOLT PLACEMENT
2" FROM EDGE ® 2" FROM EDGE
OF SLAB' L____I OF SLAB'
TOP VIEW
(2) 1/4" DIA MACHINE
BOLTS w/ WASHERS I I 3"x3"4.125" POST
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QUANITY = BEAM SIZE COL. IS INDICATED.
(EXAMPLE FOR 2X6 USE: (6) #1
BEAM TO COLUMN SCALE: N.T.S.
#12 SMS @ 6" O.0
FROM WALL HEADER
INTO BEAM
FLASHING W/ #10 SMS, MIN.
(8) PER PANEL INTO ROOF
PANEL & WALL HEADER
COVER SCREW HEADS W/ \
PEAL & STICK MEMBRANE.
ADJACENT MOBILE HOME
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FRONT VIEW
ALT. COLUMN BASE ATTACHMENT
DETAIL SCALE: N.T.S.
(2) 1/2" DIA. EXPANSION BOLTS
SEE NOTE #2 THIS PAGE
FOR BOLT PLACEMENT\
3-3/4" FROM EDGE 3-3/4" FROM EDGE
OF SLAB (TYP.) OF SLAB (fYP.)
TOP VIEW
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