HomeMy WebLinkAboutSite Plan & Boundary SurveyAQUA RA DRIVE 50R/
-------------------------------------- _ _ __-------------------- — — — ---
BEARING BASE
S.89056'22"W. 1520.42' (P) 15Z'-0.40' (F)
SYMBOLS
IJ
— CABLE TV BOX
m
—TRANSFORMER
�
— WATER METER
— CENTERLINE
LEGEND
A/C — AIR C❑NDITI❑NER CONC. — CONCRETE
C❑V'D — COVERED PK NAIL — PARKER KAL❑N NAIL
SET N & W — SET PK NAIL & WASHER PLS #4459
NAVD 1988 — NORTH AMERICAN VERTICAL DATUM 1988
I,D, — IDENTIFICATI❑N FND, — FOUND
R/W — RIGHT—❑F—WAY E.O.P. — ECGE OF PAVEMENT
SET I,B, — SET 5/8" IRON BAR CAP #4459
(P) — DENOTES DISTANCE,, ANGLE OR BEARING BY FURNISHED
DESCRIPTION
(F) — DENOTES MEASURED DISTANCE, ANGLE OR BEARING
(C) — DENOTES CALCULATED DISTANCE, ANGLE OR BEARING
SURVEYOR'S NOTES
1, SURVEY OF DESCRIPTI❑N AS FURNISHED BY CLIENT, UNL-ESS
OTHERWISE NOTED,
2e LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR
EASEMENTS, BUILDING SETBACKS, AND/OR RIGHTS—❑F—WAY OF
RECORD BY ACCURIGHT LAND SURVEYING, INC,
3, ELEVATIONS SHOWN HI-RE❑N ARE RELATIVE TO NORTH
AMERICAN VERTICAL DATUM OF 1988, SEE SURVEY F❑F'
REFERENCE BENCH MARK, UNLESS OTHERWISE NOTED,
4 THERE ARE N❑ ABOVE GROUND ENCROACHMENTS, UNLESS
OTHERWISE NOTED.
5,ADDITI❑NS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY
OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED
WITH❑UT WRITTEN CONSENT OF THE SIGNING PARTY ❑h'
PARTIES.
PROPERTY LOCATED IN FIL_❑❑D ZONE "AE"
BASE ELEVATI❑N 6,0 NAVD 1988
COMMUNITY PANEL NO,: 12'0285-0314—J
DATED; 021/16/2012
PROPERTY STREET ADDRESS;
22 AQUA RA DRIVE
JENSEN BEACH, FL,, �149`.57
CERTIFIED T❑e
1, MOON
LEGAL :DESCRIPTI❑N
ALL OF THE FOLLOWING DESCRIBED PROPERTY LESS WESTERLY 38 FEET THEREOF,
BEGINNING OT THE NORTHEAST CORNER OF LOT 2, BLOCK A, OF WINDMILE_ VILLAGE BY
THE SEA UN I-T TWO, AS RECORDED IN PLAT BOOK 16 PAGE 31, OF THE PUBLIC [RECORDS
OF ST, LUCIE-- COUNTY, FLORIDA, RUN SOUTH 0°03'38" EAST 110 FEET To THE SOUTHEAST
CORNER OF LOT 2, AND THE NORTH RIGHT OF WAY OF AQUA RA DRIVE, THENCE RUN
NORTH 89°56'22" EAST 25,59 FEET TO THE PrC. ❑f- THE CURVE CONCAVE TO THE
SOUTHWEST, AND HAVING A RADIUS OF 75 FEET, THENCE IN A SOUTHEASTERLY
DIRECTI❑N ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 30*59,08" A
DISTANCE OF 40,56 FEET, THENCE RUN NORTH 32®33'24" EAST 51,88 FEET, THENCE RUN
NORTH 00°0338" WEST 77 FEET, THENCE RUN SOUTH 89®5622" WEST 92.17 FEET TO THE
P❑INT OF BI EGINNING,
r
s ITE PLAN AND BOUNDARY SURVEY
ACCURIGHT LAND SURVEYING, INC.
THESE PLANS AND ALL PROPOSED WORK LICENSED BUSINESS NO. #6607
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
EARLE R. STARKEY - PROFESSIONAL LAND SURVEYOR
REGISTRATION NO. 4459 - STATE OF FLORIDA
SURVEY NOT VALID WITHOUT THE SIGNATURE AND 0RIGINA'L_
RAISED SEAL OF A FLORIDA LICENSED LAND SURVEYOR AND MAPPER
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3/8' CONT. BEAD OF CAULK
3/8' CONT. BEAD OF CAULK
(BACK BEDDING) BEHIND BUCK
(BACK BEDDING) BEHIND SHIM
TO PREVENT LIQUID PASSAGE
TO PREVENT LIQUID PASSAGE
1/4" (MAX) SHIM-\
SET FLANGE IN CONT.
SET FLANGE IN CONT,
BED CAULK
B.S.
BED OF CAULK ACROSS
RE F BUCROSK
ENTIRE FACE OF BUCK
/4" MAX SHIM
ENTIRE FACE OF SHIM
PERIMETER CAULK
CEMENTIOUS
P.T. IX WOOD OUCK TO
FINISH
XTEND BEYOND INTERIOR
FACE OF WINDOW OR S.G.D.
PERIMETER CAULK
/2' DRYWALL
ATTACH AS PER MANUF.
CEMENTIOUS
PRODUCT APPROVALS
FINISH
ATTACH P.T. BUCKS
W/.099 X 1-1/7 NAIL
TYP. ALUM.WINDOW
AT 17 O.C.
OR S.G.D. JAMB
TYP.ALUM.W INDOW
WINDOW
SILL CORROSIVE RESISTANT "TAPCON"
ONC. SCREWS INSTALLED AS SPECIFIED
PRE -CAST IN WINDOW MANUR PRODUCT APPROVAL
CONC. SILL
CONC.BLK.EXT.
WALL W/1:z5 VERT
AS IN FLOOR PLAN
TYPICAL WINDOW E S.G.D. JAMB DETAIL AT C.B.S. WALL TYPICAL PRECAST CONC. SILL DETAIL
NOTE; GUNNABLE SEALANTS SHALL COMPLY WITH ASTM C 920 CLASS 25 GRADE N5
NOT& GUNNABLE SEALANTS SHALL COMPLY WITH ASTM C 920 CLASS 25 GRADE N5 OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION
OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION
R703.8 FLASHING,
APPROVED CORROSION -RESISTANT FLASHING SHALL
BE APPLIED SHINGLE -FASHION IN A MANNER TO
PREVENT ENTRY OF WATER INTO THE WALL
CAVITY OR PENETRATION OF WATER TO THE BUILDING
STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED
MEMBRANES USED AS FLASHING SHALL COMPLY WITH
AAMA 711. THE FLASHING SHALL EXTEND TO THE
SURFACE OF THE EXTERIOR WALL FINISH. APPROVED
CORROSION-RES I STANT FLASH I NGS SHALL BE
INSTALLED AT ALL OF THE FOLLOWING LOCATIONS:
I. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW
AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH
OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT
EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH
ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD:
1.1 THE FENESTRATION MANUFACTURER'S WRITTEN FLASHING INSTRUCTIONS,
1.2 THE FLASHING MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS.
1.3 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, OR
FMA/WDMA 250,
1"4 IN ACCORDANCE WITH THE FLASHING METHOD OF A REGISTERED DESIGN PROFESSIONAL.
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR
STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS.
3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.
4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL
OR FLOOR ASSEMBLY OF WOOD-FRA%IL` CONSTRUCTION.
6. AT WALL AND ROOF INTERSECTIONS.
7. AT BUILT-IN GUTTERS.
GENERAL NOTES:
I. CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE" AS
ADOPTED BY THE AREA IN WHICH THE BUILDING IS TO BE
CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS.
2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC, SHALL
VERIFY ALL DIMENSIONS, CONDITIONS AT JOBSITE, PLANS,
SPECIFICATIONS, ETC.
3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE
OVER SCALED DIMENSIONS.
4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
ADDRESSEC) BY THE ENGINEER AS CONSTRUCTION PROGRESSES,
STUCTURAL NOTES;
I. DESIGN LOAIDS IN ACCORDANCE WITH FBC CHAP. 16
2. SOIL BEARING CAPACITY: 2500 PSF 6
3. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI AT 28 DAYS.
4, SLAB/FOOTINGS TO BE CONCRETE WITH MINIMUM 3000 PSI
COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLANS FOR SIZE
AND STEEL REQUIREMENTS.
5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS;
FOOTINGS' 3" BEAMS: 1-1/2" SUSPENDED SLABS: I"
6. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
GRADE 60 STEEL MINIMUM IN FOOTINGS AND SLAB. GRADE 60
STEEL MINIMUM IN BEAMS AND COLUMNS.
7. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL
BE PRESSURE TREATED.
8. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO
INSTALLATION OF HARDWARE IS NOT PERMITTED.
9, UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED
HARDWARE SHALL CONFORM TO THE MANUFACTURERS
INSTRUCTIONS AND STANDARD PRACTICE,
IO.BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS
IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE
BEARING MEMBER WHEN THE BEARING MEMBER IS 2 OR
MORE PLIES UNLESS NOTED.
II. ROOF SHEATHING TO BE NAILED WITH IOD GALV.
OR 8D RING SHANK NAILS OR EQUAL 4" O.C. EDGES AND 6" O.C. IN FIELD
12.FRAME TO MASONRY SEGMENT CONNECTIONS, PT 2 X 4 MINIMUM
TO MASONRY WITH 1/2" DIAMETER 7" EMBEDMENT WEDGE
BOLTS I AT TOP AND BOTTOM 36" OC THEREAFTER,
13.ALL SOILS TO BE COMPACTED TO MIN. 95% DENSITY
14.CORNER BARS ARE PEOUIRED AT ALL OUTSIDE CORNERS
15.FOOTINGS SHALL BE A MIN. OF 16" IN WIDTH OR AS
INDICATED ON DRAWINGS
16.POOF DL E LL = 55 P.S.F.
17.UPLIFT FORCES AS PER ENGINEERS NOTES AND SCHEDULES
I8.FLOOR LL = NA
19.ALL PRE -CAST LINTELS TO HAVE MIN.6" BEARING
20.ALL STANDARD LUMBER SHALL BE SPF WITH A MINIMUM FB OF
1000 PSI OR NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE,
PENETRATIONS THROUGH ANY SEPARATION
SHALL BE PPOTECTED BY FILLING THE
OPENING AROUND THE PENETRATING ITEM
WITH APPROVED MATERIAL TO RESIST THE
FREE PASSAGE OF FLAME AND PRODUCTS
OF COMBUSTION.
01`440_�
Smart VENT
877- 441- 8368
www.smartvent.com
SILICONE/POLYURETHANE
LOCATION
L VENT
FRAME
FIGURE 2
Side View
2"X6" P.T. WOOD
BUCK ANCHOR TO
DOOR OPENING W/I/2"
DIA. 6" EMED. W/BOLT
6" FROM EA.END E
24' O.C. BETWEEN
I"X2" P.T.
FURRING
1/2" DRYWALLS
8 I /4"
R/0
STRAPS INSTALLED 2 ON
TOP TWO ON BOTTOM
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zl�
DOOR ATTACHMENT AS
PER MANUFACTURER
SEE OTHER
• X1 I \, -W//CONY CAUOLK BEAD
EXT. FINISH
SEE OTHER
;HMENT DETAIL
I"X2" P.T.
FURRING
i"X6" P.T. WINDOW BUCK
-ATTACHED W/I-1/2" "T"
NAILS a 18"0.C. VERT
FILLED BLK.
CELLW/In6
Y FOIL
71
WINDOW FRAME I"X2' P.T,
ATTACHED TO CONIC, I/2' FIR STRIP
BLOCK THRU WOOD DRYWALL
TYPICAL WINDOW BUCK W/1/4" X 2-1/4CAE
STUCCO TAPCONS, FILL ALL HOLES
MIN. EMBED 1-114"
2'X8" P.T. DOOR BUCK
ATTACHED W/I/4" X 4"
TAPCONSW EA.END. E
08" O.C(SNGL.LEAF)
E e12" O.C. (DBL.LEAF)
_ BRICK
MOULDING
HINGED SWING
DOOR JAMB ATTACHED
W/ttl0 X 3" WOOD SCREWS
® ' EA.END E 18" O.C.(SNGL,LEAF)
E 12" O.C.(DBL.LEAF)
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DETAIL DIAGRAM
MODEL 1540-520
FLOOD VENT INSULATED
16 1 /4" R/0
�- FLOAT SLOTS
FIGURE 1
Front View
STRAP SLOTS USE TWO
TOP AND TWO BOTTOM
__F
12' MAX FROM
FIGURE 3 FINAL GRADE
Side View Il
)UPANOES U�.e$$
,awl-eD
xx .-0.06 SMART VENT
XXX.-0,oa
KXXX 1%-O877-441-8368
WWW.SMARTVENT.COM
THE W°CRMATION CONTAIA D IN THIS ORANINS
IS T4E SOLE PROPERTY OF SMART VINT WO
ANY REPRODUCTION OR USE Or THS IWCRMATION
VAT1 W THE YQRITTBV PERMISSION Cr
SMART VCVT IRO. IS PRCMSITED.
SMART VENT FOUNDATION FLOOD VENTS
450 ANDBRO DR, SUITE 2B
MODEL+1540-520� 1 L✓
SIZE 1 10 NO,
A 1540-520
DATE. 4-30-08 1 SHEET I OF 2
2' TALL 20GA. GALV. STEEL REIN
'U"-BAR (2) REO'D. PER SECTION,
n FASTENED W/a4X5/8' SHEET METI
l� SCREWS (2) REO'D PER STILE. Lf
HINGES FASTENED W/cr4X5/8"
SHEET METAL SCREWS
CENTER HINGES 4 SCREWS RE
END HINGES 4 SCREWS REO'D.
VARIES
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BOTTOM K X TEl BRACKET
FASTENED VV/iz4X5/8'WG
SHEET METAL SCREWS,
�7JPESIDENTIAL GARAGE DOOM DETAIL
N.T.S. MANUFACTURED GARAGE DOOR
INSTALLATION INSTRUCTIONS
Smart VENT & DETAILS
877- 441- 8368 MODEL 1540-520
www.smartvent.com FLOODVENT INSULATED
INSTALLATION INSTRUCTIONS REV. 4-30-08
1. Remove vent door from vent frame. (Turn upside down, rotate bottom of door outward and slide out)
2. Prepare a CLEAN 16.25" wide by 8.25" high rough opening (approx. 1 block wide X 1 block high) for each vent. Ensure the bottom of the
rough opening is no more than 12" above the finished grade.
3. Apply a bead of silicone or polyurethane caulk around the back of the flange on the vent frame. (FIG. 2)
4. Bend the 4 steel straps to the thickness of the wall measuring from the end with the teeth see STRAP DETAIL
5. Insert the top straps into the top two strap slots about two clicks.
6. Insert the vent frame in the cut opening. The bent strap ends go in then up behind the inside of the wall.
Push the frame tight against the face of the wall. Ensure the frame is flush and square in the opening. (FIG. 3)
7. Reach through the vent opening and click the two straps in while holding the front of the vent against the wall face. The sharp point of the
straps should not extend past the front of the vent face. Install the two remaining bottom straps and click into place.
8. Re -check that frame is square and slots are clear of debris, and caulk.
9. Install the door into frame by grasping the bottom of door (with float pins down) and front (weld marks back). Slide door into frame
and rotate until it is latched.
10. To open the door insert two credit cards into the float slots as shown in the diagram. This will unlatch the door for removal and cleaning.
DETAIL SPECIFICATIONS:
MATERIAL: STAINLESS STEEL
OPERATION: AUTOMATIC NON -POWERED ACTIVATION AND OPERATION
INSTALLATION:
SECURED W/ 4 STAINLESS STEEL STRAPS SUPPLIED
HYDROSTATIC RELIEF: 200 Sq. Ft per Vent
REQUIREMENTS: MINIMUM OF 2 VENTS PER ENCLOSED AREA MOUNTED ON AT LEAST TWO DIFFERENT WALLS
COLORS: STAINLESS (STANDARD)
EXTERIOR POWDER COATED WHITE, WHEAT, GRAY, AND BLACK (AVAILABLE)
MEETS THE REQUIREMENTS FOR ENGINEERED OPENINGS AS SET FORTH Ity.
FEMA, NFIP, ICC, & ASCE
SUPPORTIVE DOCUMENTS, TB 1-93, 44CFR 60.3(C)(5), ASCE 24-98
ICC EVALUATION # ESR-2074 '
SHEET 2 OF 2
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
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I'X2" P.T.
I"X2" P.T.
FILLED BLK.
CELLW/Itt5
2"X8" P.T. DOOR BUCK
BUCK ANCHOR TO
DOOR ATTACHMENT AS
FURRING
FURRING
rUCCO ATTACHED W/1/4' X 4"
DOOR OPENING W/I/2'
ER MANUFACTURE'
I/2" DRYWALL
STUC
TAPCONSm6" EA.END. E
DIA. 6' EMED. W/BOLT
SEE OTHER
I"X6' P.T. WINDOW BUCK
®18" O.C(SNGL.LEAF)
6' FROM EA.END >♦
ATTACHED W/1-1/2" "T'
E o12" O.C. (DBL.LEAF)
24' O.C. BETWEEN
NAILS ® 18"O.C. VERT
:..'.' .
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F
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•
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.�
TYPICAL
WINDOW BUCK W/I/4" X 2-1/4
I"X2" P.T
I/2"
DOORJAMB ATTACHED
EXT. FINISH
STUCCO
TAPCONS, FILL ALL HOLES
DRYWALL FIR STRIP
W1**IO X 3" WOOD SCREWS
SEE OTHER
MIN. EMBED 1-1/4'
CASIN
m6" EA.END E 18" O.C.(SNGL.LEAF)
E 12" O.C.(DBL.LEAF)
GARAGE
DOOR ATTACHMENT DETAIL
W I NDOVV ATTACHMENT
DETAIL
EXTERIOR SWING
DOOR ATTACHMENT DETAIL
3/8' CONT. BEAD OF CAULK 3/8" CONT. BEAD OF CAULK
(BACK BEDDING) BEHIND BUCK BACK BEDDING) BEHIND SHI
TO PREVENT LIQUID PASSAGE TO PREVENT LIQUID PASSAGE
1/4' (MAX) SHI TYP.ALUM.WINDOW
SET FLANGE IN CONT. SET FLANGE IN CONT,
BED OF CAULK ACROS
BED OF CAULK ACROS B.S. WINDOW
ENTIRE FACE OF BUCK /4' MAX SHIM ENTIRE FACE OF SHIM SILL CORROSIVE RESISTANT 'TAPCON'
PERIMETER CAULK-----CONC. SCREWS INSTALLED AS SPECIFIED
- _PRE -CAST IN WINDOW MANUF. PRODUCT APPROVAL
CEMENTIOUS P.T. IX WOOD BUCK TO
FINISH D BEYOND INTERIOR - - CONC. SILL
FACE OF WINDOW OR S.G.D. -
PERIMETER CAULK /2' DRYWALL - -
T.
ATTACH AS PER MANUF. CEMENTIOUS CO
PRODUCT APPROVALS FINISH7-: - ALH L W/1 W/Itt5 VERT
ATTACH P.T. BUCKS _ - AS IN FLOOR PLAN
W/.099 X 1-1/2' NAI TYP. ALUM.WINDOW _
AT 12" O.C. OR S.G.D. JAMB - -
TYPICAL WINDOW E S.G.D. JAMB DF-TA I L AT C.B.S. WALL TYPICAL PRECAST CONC. SILL DETAIL
NOTE- GUNNABLE SEALANTS SHALL COMPLY WITH ASTM C 920 CLASS: GRADE N5
NOTE- GUNNABLE SEALANTS SHALL COMPLY WITH AS I M C 920 CLASS 25 GRADE N5 OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION
OR GREATER FOR PROPER JOINT EXPANSION ANf, CONTRACTION
R703.8 FLASHING
APPROVED CORR(_)SION-RESISTANT FLASHING SHALL
BE APPLIED SHINGLE -FASHION IN A MANNER TO
PREVENT ENTRY 01= WATER INTO THE WALL
CAVITY OR PENS-1 QATION OF WATER TO THE BUILDING
STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED
MEMBRANES USED AS FLASHING SHALL. COMPLY WITH
AAMA 711. THE FL/�SHING SHALL EX FEND TO THE
SURFACE OF THE EXTERIOR WALL FINISH. APPROVED
CORROSION-RESI` .,TANT FLASHINGS SHALL BE
INSTALLED AT ALI_ OF THE FOLLOWING LOCATIONS
I. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW
AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH
OR TO THE WATER -RE 31STIVE BARRIEl'� FOR SUBSEQUENT DRAINAGE, FLASHING AT
EXTERIOR WINDOW ArID DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH
ONE OR MORE OF THf- FOLLOWING OR OTHER APPROVED METHOD:
1.1 THE FENESTRATION MANUI=ACTURER'S WRITTEN FLASHING INSTRUCTIONS.
1.2 THE FLASHING MANU�ACT URER'S WRITTEN INSTALLATION INSTRUCTIONS.
1.3 IN ACCORDANCE W I l I4 FMA/AAMA 100, FMA/AAMA 200, OR
FMA/WDIMA 250.
1.4 IN ACCORDANCE WI THE FLASHING, METHOD OF A REGISTERED DESIGN PROFESSIONAL.
2. AT THE INTERSECTIOi OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR
STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES JNDER STUCCO COPINGS.
3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.
4. CONTINUOUSLY ABOA/1= ALL PROJECTING WOOD TRIM.
5. WHERE EXTERIOR PO�'CHES, DECKS OR STAIRS ATTACH TO A WALL
OR FLOOR ASSEMBL ( OF WOOD -FRAME CONSTRUCTION.
6. AT WALL AND ROOF l l JTERSECTIONS.
7. AT BUILT-IN GUTTERS
ST. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL CHECKLIST
PERMIT TYPE: S.F.R. PERMIT NUMBER:
OWNERS NAME; WALTER MOON
DESIGN PROFESSIONAL NAME A/E
_ JOB SITE LOCATION: 22 AQUA RA
JENSEN BEACH, FL
RULE 9 B-72 REQUIRES THE FOLLOWING INFORMATION AS PROMULGATED BY THE FLORIDA BUILDING COMMISION, IN THE EVENT THAT INFORMATION REQUIRED FOR PRODUCT
APPROVAL HAS BEEN INCORPORATED IN TO TE PLANS, SPECIFICATIONS OR GENERAL NOTES, SIMPLY INDICATE PAGE NUMBERS ON THE AFFIDAVIT.
PRODUCT
MODEL NUMBER
MANUFACTURER
EVALUATION AGENCY
NOA NUMBER
EXPIRATION DATE
WINDOWS -AWNING
AW 740
PGT INDUSTRIES IMPACT GLASS
MIAMI-DADE
12-1218.07
04/11/2018
GARAGE DOOR
OVERHEAD SECTIONAL
WAYNE-DALTON
FLORIDA BUILDING CODE
FL 5587-R6
NA
EXIT DOOR, SOLID CORE EXTERIOR HINGED DOOR
THERMA-TRU FLORiDA BUILDING CODE FL 5891-R3 NA
ROOFING MATERIAL 5V-CRIMP
am METALS FLORIDA BUILDING CODE FL 12966.6 NA
IN ACCORDANCE WITH THE FLORIDA ARCHITECTS AND ENGINEERS PRODUCT APPROVAL SYSTEM THIS AFFIDAVIT CERTIFIES THAT I HAVE PERFORMED THE BUILDING ENVE71 OPE
EVALUATION AS REQUIRED BY THE FLORIDA BUILDING CODE.
ARCHITECT/ENGINEERS'S SIGNATURE
FL.. CERT./REG. NUMBER
ROOF EDGE
C)
OO
7
rig2
OO
RIDGE
t_q)
L uo
ZONE I
NE 2
ZONE
ROOF EDGE
R803.2.3.1 SHEATHING: FASTENINGS.
WOOD STRUCTURAL (PANEL SHEATHING SHALL
BE FASTENED TO ROOF FRAMING WITH 8D RING -
SHANK NAILS AT 6 INCHES ON CENTER AT EDGES
AND 6 INCHES ON CENTER AT INTERMEDIATE FRAMING.
RING -SHANK NAILS SHALL HAVE THE FOLLOWING
MINIMUM DIMENSIONS:
I. 0.113 INCH NOMINAL SHANK DIAMETER.
2. RING DIAMETER OF= 0.012 OVER SHANK DIAMETER.
3.16 TO 20 RINGS PER INCH.
4. 0.280 INCH FULL ROUND HEAD DIAMETER.
5. 2 INCH NAIL LENGTH.
QOOF SHEATHING NAILING ZONES
GENERAL NOTES
I. CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE" AS
ADOPTED BY THE AREA IN WHICH THE BUILDING IS TO BE
CONSTRUCTED WITI-1 ALL APPLICABLE AMENDMENTS.
2. THE: CONTRACTOR, SUBCONTRACTOR, SUPPLIER, E'TC, SHALL
VERIFY ALL DIMENSIONS, CONDITIONS AT JOBSITIE, PLANS,
SPECIFICATIONS, E-C.
S. ALL. WRITTEN DIMENS'ONS ON THESE DRAWINGS TAKE PRECEDENCE
OVER SCALED DIMENSIONS.
4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES.
STUC-TURAL NOTES:
I, DESIGN LOADS IN ACCORDANCE WITH FBC CHAP, 16
2. SOIL BEARING CAPACITY: 2500 PSF
3. ALL. STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI AT 28 DAYS.
4. SLAB/FOOTINGS TO BE CONCRETE WITH MINIMUM 3000 PSI
COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLANS FOR SIZE
AND STEEL REQUIREMENTS.
5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS
FOOTINGS: 3" BEAMS: 1-1/2" SUSPENDED SLABS; I"
6. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
GRADE 60 STEEL MINIMUM IN FOOTINGS AND SLAB. GRADE 60
STEEL MINIMUM IN BEAMS AND COLUMNS.
7. ALL. LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL
BE PRESSURETREATED.
8. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO
INSTALLATION OF HARDWARE IS NOT PERMITTED.
9. UNLESS OTHERWISE NOTED, THE INSTALLATION OF: SPECIFIED
HARDWARE SHALL CONFORM TO THE MANUFACTURERS
INSTRUCTIONS AND STANDARD PRACTICE.
IO.BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS
IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE
BEARING MEMBER WHEN THE BEARING MEMBER IS 2 OR
MORE PLIES UNLESS NOTED.
11. ROOF SHEATHING TO BE NAILED WITH IOD GALV.
012 8D RING SHANK NAILS OR EQUAL 4" O.C. EDGES AND 6" O.C. IN FIELD
12.FRAMEE TO MASONRY SEGMENT CONNECTIONS, PT 2 X 4 MINIMUM
1`0 MASONRY WITH I/2" DIAMETER 7" EMBEDMENT WEDGE
BOLTS I AT TOP AND BOTTOM 36' OC THEREAFTER,
13.ALL. SOILS TO BE COMPACTED TO MIN. 95% DENSITY
14.COIRNIEP` BARS ARE REQUIRED AT ALL OUTSIDE CORNERS
15.FOOTINGS SHALL BE A MIN. OF 16" IN WIDTH OR AS
INDICATED ON DRAWINGS
16.ROOF DL E LL = 55 P.S.F.
17.UPLIFT FORCES AS PER ENGINEERS NOTES AND SCHEDULES
18.FLOOR LL = NA
19.ALL PRE -CAST LINTELS TO HAVE MIN.6 BEARING
20.ALL STANDARD LUMBER SHALL BE SPF WITH A MINIMUM FB OF
1000 PSI OR N10.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE,
PENETRATIONS THROUGH ANY SEPARATION
SHALL BE PROTECTED BY FILLING THE
OPENING AROUND THE PENETRATING ITEM
WITH APPROVED MATERIAL TO RESIST THE
FREE PASSAGE OF FLAME AND PRODUCTS
OF COMBUSTION.
END
d-
SEE TYPICAL WALL
SECTION FOR FOOTING
DETAILS
EMBED #5 DOWEL 7"
INTO FOOTING W/EPDXY
4
-
MISSED �_)OWEL DETAIL
(9) IOD X 1-1/2"
STRAP TO TRUSS
__ ' SIMPSON MTS 16 ATTACHED
- -- TO BLOCK W/(3)- 3/16" X 1-3/4"
TAPCONS
TYPICAL CONC.BLK
4,1/, EXTERIOR WALL
MISSING T'7US� STRAP DETAIL
ST. LUCIE COUNTY BUILDING DEPARTMENT
CODE COMPLIANCE DIVISION
DESIGN CAR' E"IF 'i("ATION FOR WIND LOAD COMPLIANCE
THIS CERTIFICATION MUST BE COMPLETED BY TI- E PROJECT DESIGNER, ARCHITECT 0Z) ENGINEER. THIS CERTIFICATION MUST BE
SUBMITLAD IN DUPLICATE WITH ALL APPLICATIOAS FOR BUILDING PERMITS INVOLVING THE: CONSTRUCTION OF NEW RESIDENCE
(SINGLE OR MULLTI-FAMILY), RESIDENTIAL ADDITION, ANY ACCESSORY STRUCTURE REOUIRING A BUILDIUG PERMIT AND ANY
NONRESIDENTIAL STRUCTURE. THIS CERTIFICATION SHALL NOT APPLY TO LNTE12I012 NEE:NOVATIONS (PROVIDED THAT NO EXTERIOR
STRUCTURAL WALLS. COLUMNS OR OTHER COMPONETS ARE BEING AFFECTED) AND CERTAIN OTHER MINOR BUILDING PERMITS FOR
FURTHER ASSISTANCE PLEASE CONTACT THE BUILDING INSPECTION OFFICE
OWNER _ WALTER MOON
PERMIT NUMBER �
SFR HALF DUPLEX
ADDRESS 22 AQUA RA
OCCUPANCY TYPE
CBS
JENSEN BEACH, FL
CONSTRUCTION TYPE
ADDITION
CERTIFICATION STATEMENT
I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO
COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE'
COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDEE ADEQUATE RESISTANCE TO THE WIND
LOAD AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS.
DESIGN PARAMETERS AND ASSUMPTION USED (PLEASE CHECK OR COMPLETE THE APPROPRIATE BOX)
I. FLORIDA BUILDING CODE 2010 EDITION AND ASCE 7-10
2. BUILDING DESIGN IS; ENCLOSED- YES PARTIALLY ENCLOSED: OPEN BUILDING:
3 MEAN ROOF' HEIGHT- <LESS THAN 15' ROOF PITCH: 4/12 INTERNAL PRESSURE COEFICIENT. +/- 0.18
4. WIDTH OF END ZONES: ( 4.5' WIND SPEED 170 (3 SEC. GUSTS)
5. BUILDING CLASSIFICATION TABLE 1-I, ASCE 7 IL FBC TABLE 1604.5
6. WIND EXPOSURE CLASSIFICATION D ADJUSTMENT FACTOR FOR EXPOSURI` E HEIGHT 1.47
7. COMPONENTS E CLADDING WIND PRESSURE ON ROOF ZONE 1 -38.2 2 -53.9 21-8'•5.0 PSF
8. COMPONENTS E CLADDING WIND PRESSURE ON WALL ZONE 4 SEE 5 PLANS P13F
9. COMPONENTS E CLADDING WIND PRESSURE ON OVERHEAD GARAGE DOOR SEE PLANS PSF
10. LOADS FLOOR DEAD 75 P,9F FLOOR LIVE 40 ROOF/DEAD 25 PSF (ROOF/LIVE 30 PSF
11. SHEAR WALLS CONSIDERED FOR STRUCTURE? YES X NO NO, ATTACH EEIXPLANATION)
12. CONTINUOUS LOAD PATH PROVIDED? YES X NO (IF NO, ATTACH EXPLANATION)
13. ARE COMPONANT AND CLADDING DETAILS PROVIDED? YES X NO IF NO, ATTACH (EXPLANATION)
14. MINIMUM SOIL BEARING PRESSURE_ 2500 PRESUMPTIVE: 2500 BY TEST: N/A - PSF
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS, CERTIFICATIOM IS TRUE AND
CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF.
1,1
DESIGN FIRM.
SLCCDV FORM# 020-00
REVISED 5/18/09 (CL)
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*WARNING*
ALL BEARING POINTS MUST BE INSTALLED
PRIOR TO INSTALLING ANY TRUSSES!
FAILURE TO DO SO MAY RESULT IN
DAMAGED TRUSSES AND WILL VOID ALL
WARANTIES.
THIS IS A PLACEMENT PLAN FOR ENGINEERED
COMPONENTS AS DEFINED BY WfCA 1-1995.
DIAPHRAGMS HAVE NOT BEEN ANALYZED BY
I AST COAST TRUSS
I OR ERECTION AND INSTALLATION OF TRUSSES
FOLLOW INSTRUCTIONS ON THE BCSI-131 SUMMARY
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
XISTING R SID NC
*BUILDER'S WARNING*
* BRACING
1.) FOR ERECTION BRACING FOLLOW INSTRUCTIONS
ON THE SCSI—B1 SUMMARY SHEETS.
2.) PERMANENT BRACING FOR THE STRUCTURE
IS THE RESPONSIBILITY OF OTHERS.
3.) INSTALL WEB BRACING AS STATED ON SEALED
ENGINEERED TRUSS DRAWINGS.
SEE FINAL ENGINEERING SHEETS FOR THE
STRUCTURAL DATA, NUMBER OF GIRDER AND
TRUSS PLIES AND THE CONNECTION INFORMATION.
�c OUR DESIGN DEPARTMENT MUST APPROVE
ALTERATIONS AND/OR REPAIRS TO TRUSSES
IN ADVANCE.
BACK CHARGES WILL NOT BE ACCEPTED
UNLESS OUR DESIGN DEPARTMENT APPROVES
THEM IN ADVANCE.
ALL HANGERS ARE SIMPSON STRONG —TIE
UNLESS OTHERWISE NOTED. INSTALL HANGERS
ACCORDING TO THE CURRENT SIMPSON
STRONG —TIE CATALOG.
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101811 3' 3 5/8"
15' 10" _
_
111611
,
, 13' 11 5/8"
TRUSS CONNECTOR SCHEDULE
residence
BRIG POINT
TRUSS I.D.
TRUSS
UPLIFT
CONNECTOR
MFG
CONNECTOR
QTY
CONNECTOR
TO USE
CONNECTOR
UPLIFT
FASTENERS
PER STRAP
Truss to
Concrete
< 1725
SIMPSON
1
HETA20
1805
10-10d x 1-1/2
Truss to
Wood
< 625
SIMPSON
1
MTS16
840
10-10d x 1-1/2
9'-4" BEARING HEIGHT
EXISTING 8'-0"
BEARING HEIGHT
Truss Connector Total List
Manuf Product city
SIMPSON H H U S28-2 1
SIMPSON H U S26 1
SIMPSON U 24 3
EXISTING.
VERIFY ALL >CONDITIONS,
PITCH, HEEL_ & DIMENSIONS
ADDITION NOTI�:
IT IS THE BUILE'ERS RESPONSIBILITY
TO VERIFY EXISTING CONDITIONS.,
E.C.L.T. CANNOT BE RESPONSIBLE:
FOR MATCHING EXISTING ROOF
SYSTEMS.
UPON SIGNING, BUILDER AGREES TO
ALL CONDITIONS AS SHOWN ON THIS
LAYOUT.
EAST COAST TRUSS CANNOT BE
RESPONSIBLE FOR, OR ASSIST IN,
ANY REPAIRS TO EXISTING ROOF
TRUSSES.
3 15/16
21011
SIGNATURE ACKNOWLEDGES:
Having used the Truss Loads (Provided by the Truss Manufacturer) for Design of
Pertinent Components. No Responsibility is Hereby Assumed for the Dimensioning,
Detailing, Fabrication. Nor Installation of This Truss System.
APPROVED BY JOIN N. CRESVVELL, PE
TITLE: ENGINEER OF QECOQ[D
APPROVAL DATE:
LNUINLLKtU I IMULIN
TRUSS SYSTEMS PRODUCTS
L EAST COAST TRUSS
5285 ST. LUCIE BLVD. FT. PIERCE FL. 34946
OFFICE: (772)466-2480 F.A'X: (772)466-5336
CUSTOMER: Moon, Walter
JOB NAME: Walter Moo,1 Addii:.ion
ADDRESS: 22 Aqua RBI.
CITY/COUNTY: Jensen Becch/St. Lucie
JOB#: 26076
MODEL: Custom
700 SQ FT
DATE: 11 / 18/ 13
In accordance with the Floridc Adrninistrative Code
61G15S-31.003 (3) (c), EAST COAST TRUSS is the
"Truss Design Engineer '$.
Trusses are designed in accordance with the
Florida Building Code
"NOTE:
By approving this placement plan(s), signatired anywhere on
this sheet, the customer or his representative acknowledges that
this placement plan comphos with the si.ructLral intent of the
project.
The customer also acknowledges that ':his approval authorizes
EAST COAST TRUSS to manufacture these trusses and
deliver them to the project indicated on this drawing.
The customer acknowledges that he/sne accepts financial
responsible for any repair engineering and labor required
due to errors other than these of EAST COAST TRUSS
signed date
CODE: FBC 201 O/TP12007 ASCE 7-10
DESIGN CRITERIA — MAIN 'WAND FORCE
OCCUPANCY CATEGORY: II
EXPOSURE CATEGORY = D
MWF SPEED: 170 M.P.H.
RUILDINE TYPE: ENCLOSED
MEAN HEIGHT: 15' ---0"
TRUSS SPACING 24" O.C. 1:XCE FT AS NOTED
GRAVITY LOAI:DS
ROOF
TC LIVE: 20p.9f
TIC DEAD: 15psf
BC LIVE: 10psf*
BC DEAD: 10psf
DUR FACTOR: 1.25
LOADS PER FBC & FRC:
* NON —CONCURRENT BC I_.L 10psf
CONCURRENT BC STORAGE_ LL 20psf
DEFINITIONS
MWF = MAIN WIND FORCE
C&C = COMPONENTS & CLADDING
TOB = TOP OF BEARING
TIC = TOP CHORD Bcw; = BOTTOM CHORD
LL = LIVE LOAD DI_ _ DEAD LOAD
DL = DEAD LOAD f# = POUNDS
psf = POUNDS PER SQUARE FOOT
CAUTION: SPANS GREATER THAN 30'-0"
MUST BE SET WITH A SPREADER BAR. THE
SPREADER BAR SHOULD 13E AT LEAST 1/2
TO 2/3 IN LENGTH AS THE SPAN OF THE
TRUSS BEING SIT
REFER TO BCSI-131 FOR COMPLETE
ERECTION AND SAFETY PROCI. DUKES.
ALL BEAMS BY B'UILRE"D
NOTE: TRUSSES DO NOT
SUPPORT ANY PLA_._;NT SHELVES
(1/4" if plotted 18x24) EESIGNED BY: WP
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