HomeMy WebLinkAboutSTRUCTURAL FRAMING & FOUNDATIONGENERAL NOTES:
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION
2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE 2014 FLORIDA
BUILDING CODE, AC1318-05, NCMA, NATIONAL FOREST PRODUCT ASSOC., NDS, TPI-95, AND ANY
OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THIS BODY OF WORK.
3. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR BUILDERS APPROVAL. THESE
DRAWINGS SHALL BE SEALED BY A FLORIDA REGISTERED ENGINEER AND REVIEWED BY THE
ENGINEER OF RECORD. THE ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY
NECESSARY CHANGES TO THE LAYOUT AND OR DESIGN OF SAID DRAWINGS, AND SHALL NOTIFY
THE TRUSS MANUFACTURER/TRUSS ENGINEER OF SAID CHANGES WITHIN 1 WEEK OF RECEIVING
THE SUBMITTED SHOP DRAWINGS.
4. ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL ORDINANCES.
DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE
1. RISK CATEGORY: II
2. CODE REFERENCE: FLORIDA BUILDING CODE 2014 EDITION & ASCE 7-10
3.
BUILDING DESIGN:
PARTIALLY ENCLOSED
4.
MEAN ROOF HEIGHT:
<15.0'
5.
ROOF PITCH:
0.25/12 DEGREES
6.
GCPIi:
t 0.55
7.
WIDTH OF END ZONE:
A = 4.0'
8.
WIND SPEED:
160 MPH (Vult) 3-SECOND GUST
124 MPH (Vasd) 3-SECOND GUST
9.
WIND EXPOSURE:
D
10.
ADJUSTMENT FACTOR:
1.47
11.
LOADS:
FLOOR
40 PSF
ROOF/DEAD
17 PSF
ROOF/LIVE
20 PSF
WALL
18 PSF
12.
SHEAR WALLS WERE CONSIDERED
13.
A CONTINUOUS LOAD PATH WAS PROVIDED
14.
COMPONENT & CLADDING DETAILED
15.
MINIMUM SOIL BEARING
PRESSURE IS 2000 PSF PRESUMPTIVE
CONCRETE NOTES:
1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 301
"SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND ACI 318 BUILDING CODE
REQUIREMENTS FOR STRUCTURAL CONCRETE.
2. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN
A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSI. UNLESS NOTED OTHERWISE.
3. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4 INCHES PLUS OR MINUS ONE INCH.
4. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES & GARAGES.
HOLES IN VAPOR BARRIER ARE NOT PERMITTED. TAPE AROUND ALL SEAMS AND CUT-OUTS.
5. ALL REINFORCING SHALL CONFORM TO ASTM A615 FOR GRADE 60 STEELIWELDED WIRE MESH TO
CONFORM TO ASTM A-185
5.1. PROVIDE CHAIRS AND BOLSTERS
5.1.1. BOLSTERS TO HAVE PLASTIC COATED LEGS AND FEET (IF EXPOSED TO EXTERIOR
ELEMENTS)
5.2. ENSURE MESH IS EMBEDDED 1" FROM THE TOP OF THE SLAB. LAP JOINTS AT 8" & TIE.
6. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A-185 AND SHALL BE ADEQUATELY
SUPPORTED @ 3'-0" O.C. EACH WAY
7. THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS:
7.1. CAST AGAINST EARTH: 3"
7.2. EXPOSED TO EXTERIOR ELEMENTS: 1"
7.3. FORMED SURFACES: 1"
8. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE
REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL
DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR 10
CONSTRUCTION OF THOSE AREAS INVOLVED.
9. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF
ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC PRIOR TO PLACING
CONCRETE.
10. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL
0 INCH LAP. PROVIDE CORNER BARS.
11. CONTRACTOR SHALL PROVIDE SAWCUTS IN SLAB @ A MAX. SPACING OF 20 FEET ON CENTER
EACH WAY OR 400 S.F. AND AT ALL RE-ENTRANT CORNERS. SAW CUT SHALL BE 1/4 OF THE SLAB
DEPTH AND SHALL BE PERFORMED AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY
ENOUGH TO CONTROL THE STRESSES, AN INHERENT PROPERTY OF CONCRETE WHICH
SOMETIMES RESULTS IN CRACKS (WHICH IS NOT UNCOMMON)
12. CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE AGGREGATE.
"PEAROCK" IS NOT PERMITTED FOR SLABS.
13. CONCRETE PORCH OUTRIGGERS, EXTERIOR FORMED AND POURED COLUMNS, AND REINFORCED
EXTERIOR SLABS SHALL CONTAIN W.R.GRACE DCI-S CORROSION INHIBITOR AT THE RATE OF 2-1/2
GALLONS PER YARD. CONCRETE SHALL HAVE A MAX. W/C RATIO OF 0.04 AND A MIN. DESIGN
STRENGTH OF 5000 PSI @ 28 DAYS.
13.1. ELEVATED SLABS SHALL BE TEMPORARILY SHORED UNTIL FULLY CURED.
14. ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC) SHALL BE TESTED TO ENSURE
STRENGTH REQUIREMENTS ARE MET.
15. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10" ACI HOOKS.
16. SOILS SHALL BE TREATED.
FOUNDATION NOTES:
1. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM-1557
(MODIFIED PROCTOR).
2. FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL BEARING PRESSURE
OF 2000 PSF.
3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS.
TIMBER NOTES:
1. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER
FOR ALL LOADS PRESCRIBED. ROOF TRUSS ENGINEERING SHOP DRAWINGS SHALL INCLUDE
TRUSS LAYOUT, DESIGN LOADS, TRUSS REACTION, (DEAD LOAD & LIVE LOAD AND DEAD LOAD &
WIND LOAD), AND ALL OTHER INFORMATION REQUIRED FOR PROPER TRUSS INSTALLATION,
ERECTION AND BRACING CRITERIA. DESIGN OF ROOF TRUSSES SHALL INCLUDE THE UPLIFT
EFFECTS OF 160 MPH DESIGN WIND LOAD BASED ON THE FLORIDA BUILDING CODE, 2014 EDITION.
1.1. ROOF TRUSSES SHALL NOT BE DELIVERED TO THE CONSTRUCTION SITE MORE THAN 3 DAYS
PRIOR TO INSTALLATION, AND SHALL BE STORED IN ACCORDANCE WITH TPI-95.
1.2. TRUSS ENGINEER SHALL PROVIDE A WEB MEMBER AT ANY AND ALL PITCH CHANGES OF THE
TOP AND BOTTOM CHORD, EXTENDING TO PANEL POINT ON OPPOSITE CHORD. MAX. LENGTH
OF BOTTOM PANEL SHALL NOT EXCEED 9 FT. EXCEPT @ SHORT TRUSS HEELS WHERE
REQUIRED HURRICANE STRAP WILL BEND OVER TOP CHORD. PROVIDE VERTICAL WEB OVER
ALL TRUSS BEARING LOCATIONS.
1.3. ALL MEMBERS SHALL BE A MINIMUM OF 2 X 4 #2 SYP.
1.4. ALL VALLEY SETS SHALL BE FRAMED WITH VALLEY SET TRUSSES AND ATTACHED TO TRUSSES
BELOW PER SPECIFIED STRAPPING @ 6' O.C. MAX. ROOF PLYWOOD SHALL EXTEND ON
TRUSSES BENEATH ALL OVER FRAMING. OMIT PLYWOOD AND VALLEY SET BOTTOM CHORD
BETWEEN TWO TRUSSES FOR ACCESS.
1.5. IN ADDITION TO THE DESIGN LOADS LISTED, THE TRUSSES SHALL BE DESIGNED FOR
ADDITIONAL LOADS WHERE APPLICABLE (I.E. A/C EQUIPMENT, ETC.)
1.6. DESIGN BOTTOM CHORDS FOR ATTIC TRUSSES FOR LIVE LOAD PER 2014 FBC R301.5.
TRUSSES SUPPORTING MECHANICAL EQUIP. SHALL BE DESIGNED FOR (2) 100 LB POINT LOADS
S APART LOCATED ANYWHERE ON THE TOP CHORD.
1.7. TRUSSES MUST BE CONFIGURED TO PROPERLY ATTACH ALL HANGERS SHOWN ON PLANS OR
IN SHOP DRAWINGS. TRUSS ENGINEER MUST SPECIFY ALL TRUSS TO TRUSS CONNECTIONS.
1.8. ALL ROOF TRUSSES AND RAFTERS SHALL BE ANCHORED WITH A TRUSS CONNECTOR STRAP
AS PER PLAN OR SCHEDULE & A VAPOR BARRIER MUST BE PROVIDED BETWEEN TRUSSES
AND CONCRETE.
2. ROOF SHEATHING SHALL BE A MIN. OF 5/8" CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED
WITH FACE GRAIN PERPENDICULAR TO ROOF FRAMING WITH 10d RING SHANK NAILS 4" O.C. AT
PANEL EDGES AND 8" O.C. IN THE FIELD. PROVIDE 2" X 4" BLOCKING AT HIPS AND VALLEYS. SPACE
NAILS AT 4" O.C. AT BLOCKING.
3. EXTERIOR FRAME WALLS SHEATHING TO BE SHEATHED WITH 5/8" APA SHEATHING, SPECIES
GROUP 1, SPAN RATING OF 24/0 OR BETTER. UNLESS OTHERWISE NOTED, INSTALL WITH FACE
GRAIN HORIZONTAL. PLYWOOD SHALL BE 4 PLY MINIMUM. NAIL TO STUDS USING 10d NAILS @ 4"
O.C. AT PANEL EDGES AND 10" O.C. IN THE FIELD. DECREASE SPACING PER PLAN. AT SHEAR
WALLS, NAIL TO EACH STUD AT THE END OF THE WALLS FOLLOWING THE EDGE SPACING. BACK
OUT AND REMOVE ALL NAILS THAT DO NOT FULLY PENETRATE/MISS FRAMING MEMBERS..
4. FLOOR SHEATHING TO BE 314" T & G CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH
FACE GRAIN PERPENDICULAR TO FLOOR FRAMING GLUED & NAILED WITH 10d NAILS 6" O.C. AT
PANEL EDGES AND 12" O.C. IN THE FIELD.
5. THE MINIMUM LUMBER GRADES SHALL BE AS SUCH: INT. & EXT. BEARING WALLS, TOP PLATES,
WINDOW BUCKS, & HEADERS: SOUTHERN YELLOW PINE #2 OR BETTER
BOTTOM PLATES AGAINST CONCRETE: PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR
BETTER
6. ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVE
AN APPROVED SEPARATING MATERIAL.
7. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. ALL NAILS
SHALL BE COMMON WIRE NAILS. SPACE NAILS AT STRAPS AS TO NOT SPLIT THE WOOD.
WIND LOAD DESIGN CRITERIA:
1. DESIGN WIND LOAD ON INDIVIDUAL ROOF TRUSSES BASE UPON TRIBUTARY AREA
SHALL BE AS FOLLOWS.
2. SEE ROOF PLAN FOR ZONE LOCATIONS.
3. OVERHANGS SHALL INCLUDE PORCHES, BALCONY ROOFS, ETC.
4. MAXIMUM DEADLOAD RESISTING UPLIFT SHOWN BELOW SHALL BE 8 PSF.
FOR 6:12 AND LESS ROOF PITCH
ZONE
AREA
NEGATIVE---
--PRESSI IRE
POSITIVE
PRESSURE
OVERHANG
2
10
78
34
78
2
20
74
33
74
2
50
68
32
68
2
100
64
31
64
3
10
125
34
125
3
20
115
33
115
3
50
102
32
102
3
100
93
31
93
ROOFING NOTES:
1. ROOFING MATERIALS SHALL BE ATTACHED PER MANUFACTURES SPECIFICATIONS TO MEET THE
DESIGN CRITERIA IN THESE PLANS.
(3) 1 3/4" X 14" LVL3RADE:
2.0E-2900F) FULLY LAINATED
TOGETHER W/ "LIQID NAIL"
(OR. EQ) & ROWS C (3) 12d
NAILS @ 12" C. MAX.
6" X 6" #2 PT SYP CiLUMNS
30" W X 30" L x 36" D ISO
FOOTING W/ (3) #5 BARS
E/W IN THE BOTTOM (TYP.)
(2) #5 X 12" LONG BAR
THRU THE COLUMN (AS
SHOWN)
COLUMN EMBED. 30" MIN,
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ATTACH 6" X 6" BEAM TO LVL
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NAILS @ 12" O.C. MAX.
III III
6" X 6" #2 PT SYP BEAM
14'-0"
STRUCTURAL FRAMING PLAN
SCALE: 1/4" = l'-0"
IN-0-
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O.C. (NOTCHED INTO
BEAM MIN. AS SHOWN)
6" X 6" #2 PT SYP BEAM
SIMPSON POST BUCKET
ABU66-ZMAX (UPSIDE
DOWN) ATTACHED TO
BEAM USING 5/8" S.S. OR
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NUT ON TOP
FILE COPY
SAND SET PAVERS BY
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PROJ. NO. 17-2130
DATE 06/12/2017
SHEET NO.
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SURVEY REPORT:
1. THIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 5J-1/.050(10)!.a—k), FLORIDA ADMINISTRATIVE
CODE.
2. SURVEY BASED ON A BOUNDARY SURVEY PREPARED BY ALLEN F BECK, NC. JOB NUMBER 09-5011, DATED
8-20-1999, LAST REVISION DATED: 12-12-05.
3. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT.
4. BEARING BASIS: S89'45'03"E ALONG THE NORTH PROPERTY TINE.
5. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN.
6. THIS SITE LIES WITHIN FLOOD ZONE "X", "AE" BFE= 5.0, & "VE" BFE 8.0, ACCORDING TO THE FLOOD
INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO193 J, EFFECTIVE DATE 2-16--12.
7. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED As A COURTESY.
THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY,
8. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE
FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN
PERFORMED BY ALEXANDER J. PIAZZA PSM, INC.
9. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE CONSTRUCTION OF A FENCE AND FALLS WITHIN
THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(15)(b)(ii), FLORIDA ADMINISTRATIVE
CODE. ALL FIELD —MEASURED CONTROL MEASUREMENTS EXCEEDED 1:7,500 FEET ACCURACY REQUIREMENTS
FOR THIS CLASSIFICATION.
10. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
11. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT Be OTHER THAN THE SIGNING PARTY OR PARTIES
IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
12. ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 AND ARE
REFERENCED TO THE LENGEMANN OF FLORIDA'S L—NET GPS NETWORK DEVELOPED WHICH MEETS OR EXCEEDS
THE FEDERAL GEODETIC CONTROL COMMITTEE (FGCC) GUIDELINES FOR "GEOMETRIC GEODETIC ACCURACY
STANDARDS AND SPECIFICATIONS FOR USING GPS RELATIVE POSITIONING TECHNIQUES" AS WELL AS THE
STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 5J-17.051
FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 471.027 FLORIDA STATUTES. BENCHMARKS SET OR
FOUND FOR THIS SURVEY ARE NOTED ON THE SKETCH.
13. THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE.
PREPARED FOR: JOHN YOUNG
14. c COPYRIGHT 2017 BY ALEXANDER J. PIAZZA PSM, INC.
HE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY.
THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER.
REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE S;GNATURE AND ORIGINAL RAISED SEAL OF
A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, INC.
ALEXANDER J PIAZZA DSM, INC.
DATE OF FIELD SURVEY:
DATE OF SURVEY:
K:\BUILDERS\DWG2017\17-3272.dwg,
8-11-17
8-18-17
8:45 PM
ALEXANDER J. PKkZZA
PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA CERT I F I C��TE No. 6330
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AND BEING SITUATED IN SECTION 26, TOWNSHIP 35 SOUTH, RANGE 41 EAST, ST. LUCIE COUNTY, FLORIDA; ALSO KNOWN AS THAT PART OF THE SOUTH 60 FEET OF THE NORTH
937.52 FEET OF THE SOUTH HALF OF SECTION 26, TOWNSHIP 35 SOU H RANGE 40 EAST, OF ST. LUCIE COUNTY, FLORIDA, LYING EAST OF THE EAST RIGHT OF WAY OF THE
FEC RAILROAD.
LESS AND EXCEPT RIGHT OF WAY FOR INDIAN RIVER DRIVE.
CONTAINING: 58,027 SQUARE FEET OR 1.332 ACRES, MORE OR LESS.
ALEXANDER J. PIAZZA PSM, INC.
Surveying • Mapping Consulting
619 SW Biltmore Street
® Port St. I ucie, Florida 34983
—20-17 ADD P1,0POSED CARPORT AJP Phone: (772) 340-7770
DATE: REVISIONS: BY; WPM Fax (772) 340-2250
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FND = FOUND
IP = IRON PIPE
IRC = IRON ROD WITH PLASTIC CAP
LB = LICENSE BUSINESS
LS - LICENSE SURVEY
(M) = MEASURED
MON = MONUIYE NT
ORB = OFFICIAL RECORD BOOK
(P) = PLAT
PB = PLAT BOOK
PG = PAGE
PL = PROPERTY LINE
POB = POINT OF BEGINNING
POC = POINT OF COMMENCEMENT
R/1M = RIGHT-OF-WAY
RGE - RANGE SCANNEL
SEC = SECTION
TWP - TOWNSHIP BY
BOUNDARY SURVEY
3607 S. INDIAN RIVER DRIVE
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AS PREPARED FOR
JOHN YOUNG
ST LUCIE
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CAD K:\BUILDERS\DWG2017\17-3272.DWG
REF K:\
FLD CJM / RP
OFF CJM
CKD AJP
FIB. 50 PG. 49 JOB 17-327217-3272
DATE 8-18-17
SHEET 1 OF 1 I DWG D-779