HomeMy WebLinkAboutNotes + Details 2020 10 23 - KleinSTRUCTURAL NOTE6
CONTRACTOR NOTE:
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING
AND SUPERVISING; ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION
WITH THE WORK, M.A. CORSON 8 ASSOC. INC. IS NOT RESPONSIBLE FOR THE
MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PRECAUTIONS
AND PROGRAMS.
CODE& AND STANDAIRD6
I. WIND LOADS ARE PER ASCE 1-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, FOR A
110 MPH WIND SPEED (3 SEC GUST), EXPOSURE D,
INTERNAL PRESSURE COEFFICIENT (CLOSED STRUCTURE) 0.18, IMPORTANCE FACTOR, AND BUILDING CATEGORY II,
2, THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE:
A. FLORIDA BUILDING; CODE 2011 (6TH EDITION)
B. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02)
C, SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-05)
D. MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315-99)
E, NATIONAL DESIGN SPECIFICATION, WOOD CONSTRUCTION ND6/1991 EDITION.
3. ARCHITECTURAL AND MECHANICAL DRAWINGS:
A, THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES
PROVIDE ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE
GENERAL CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS
AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE STRUCTURAL DRAWINGS
TO PROPERLY CONSTRUCT THE PROJECT.
B. BEFORE ORDERING ANY MATERIALS OR DOINGS ANY WORK, THE CONTRACTOR SHALL VERIFY ALL
MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE
ALLOWED BY THE OWNER RESULTING; FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT.
C, DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE
PROCEEDING WITH ANY WORK.
4, ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL
APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN.
FOUNDATION
I. BOTTOM OF FOOTINGS ASSUMED TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 2500 PSF,
2, TOP OF ALL EXTERIOR FOOTINGS SHALL BE MINIMUM I'-O" BELOW EXTERIOR FINISH GRADE.
3, ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED, TAKE
EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES,
UTILITIES, PIPING, ETC.
4, PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT OF EXISTING
FOUNDATION OR STRUCTURES,
5, CENTERLINE OF FOOTINGS: SHALL COINCIDE WITH CENTERLINE OF COLUMNS UNLESS OTHERWISE NOTED
ON DRAWINGS,
6. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE VERIFIED AND
COORDINATED WITH THE ARCHITECTURAL DRAWINGS BY THE CONTRACTOR BEFORE PROCEEDING WITH
THE CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR
ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK.
WOOD
1. ALL STRUCTURAL WOOD MEMBERS ARE DESIGNED AS "DRY -USE",
MOISTURE CONTENT MUST BE 199. OR LESS. STORE WOOD FRAMING
ABOVE GROUND AND UNDER TARPS WITH PROPER AIR CIRCULATION
2, ALL LUMBER SHALL BE SOUTHERN PINE SPECIES 02 GRADE OR
APPROVED EQUAL. ALLOWABLE DESIGN STRESSES SHALL FOLLOW
NATIONAL DESIGN SPECIFICATION (NDS) (LATEST EDITION).
3. PROVIDE SP ACQ PRESSURE TREATED LUMBER IN ACCORDANCE WITH
AWPA STANDARDS TO A MINIMUM 0.40 PCF RETENTION WHERE LUMBER
IS IN CONTACT WITH CONCRETE/MASONRY OR OUTSIDE OF BUILDING,
ALL METAL CONNECTORS IN CONTACT WITH PRESSURE TREATED LUMBER
SHALL BE GALVANIZED WITH A RATING OF G-155 AND CONFORM TO
ASTM A653. ALL NAILS AND SCREWS USED WITH PRESSURE TREATED
LUMBER ARE TO BE HOT -DIPPED GALVANIZED AND TO CONFORM TO
ASTM A153 CLASS D. ELECTROGALVANIZED FASTENERS SHALL HAVE
A GLASS RATING PER ASTM 8695 NO LESS THAN 55. ALUMINUM NOT
TO BE USED IN DIRECT CONTACT WITH ACQ TREATED LUMBER.
4. PLYWOOD SHEATHING:
A, ROOF: USE 19/32" APA 40/20 RATED, EXP, 1, PLYWOOD SHEATHING,
B. SEE FRAMING PLANS FOR NAILING AND/OR BLOCKING REQUIREMENTS.
USE a'- 0" LONG X 4'-0" WIDE SHEETS WITH LENGTH ACROSS FRAMING.
STAGGER PANEL END JOINTS 4'-O" TYP., ALLOW 1/5" SPACE ALONG
PANEL EDGES AND END JOINTS.
5. WOOD CONNECTIONS - ALL NAILS USED FOR STRUCTURAL FRAMING
MEMBERS SHALL BE COMMON WIRE, U.N.O. ALL NAILS, TRUSS HANGERS,
TRUSS ANCHORS AND STRAPS SHALL BE GALVANIZED FOR CORROSIVE
RESISTANCE. ALL METAL STRAPS MUST BE INSTALLED WITH EQUAL
LENGTHS ABOUT THE JOINT LINE. USE 5IMF50N STRONG -TIE CONNECTOR
PRODUCTS OR APPROVED EQUAL. TOE NAILING WILL NOT BE PERMITTED.
WOOD TIRU66E6
I. WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR
BY A PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF
FLORIDA. SEALED CALCULATIONS AND LAYOUT DRAWINGS ARE TO BE
SUBMITTED FOR APPROVAL. TRUSS FABRICATOR TO PROVIDE ALL
TRUSS -TO -TRUSS HANGERS AS REQUIRED TO RESIST GRAVITY AND UPLIFT
REACTION
2, WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH
THE "TRUSS PLATE INSTITUTE" HANDLING, INSTALLING AND BRACING OF WOOD
TRUSSES: COMMENTARY AND RECOMMENDATIONS, HIB M3131EDITION).
BRACING IN THE PLANE OF THE WEB MEMBERS:
A, THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE CONTINUOUS LATERAL
BRACING FOR EACH TRUSS WEB MEMBER AS REQUIRED.
B. LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2"
THICK NOMINAL LUMBER). THIS BRACING IS TO BE CONTINUOUS.
C, A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS REQUIRED, ONE AT EACH
VERTICAL WEB MEMBER CLOSEST TO BEARING LOCATIONS,
3. THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS LATERAL BRACING
SPACED AT 8'-0" ON CENTER WITH A CEILING ATTACHED TO BOTTOM OF TRUSSES.
IF NO CEILING IS ATTACHED TO BOTTOM OFTRUSSES, BRACING SHALL BE MINIMUM 2X4
e 36" ON CENTER NAILED TO THE TOP OF THE BOTTOM CHORD. DIAGONALS PLACED
AT 45 DEGREES TO THE LATERAL BRACES SHALL BE LOCATED AT EACH END. IF
BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED
AT 20-FOOT INTERVALS.
4, DO NOT CUT, DRILL OR NOTCH TRUSSES WITHOUT WRITTEN APPROVAL FROM TRUSS
ENGINEER. COORDINATE MECHANICAL, ELECTRICAL, PLUMBING, ETC. SIZES AND LOCATIONS
WITH TRUSS LAYOUT PRIOR TO ERECTION.
5. TRUSSES SHALL BE MANUFACTURED 8 DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN
SPECIFICATION(s) FOR WOOD CONSTRUCTION, AF i PA, AND NATIONAL DESIGN STANDARD
FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ANSI/TPI HeC35, AND THE
LOCAL CODE JURISDICTIONS.
6. DO NOT OVERLOAD TRUSSES WITH BLDG MAT'LS.
1 CONNECTOR PLATES SHALL BE MANUFACTURED BY A WTCA MEMBER PLATE SUPPLIER
AND SHALL MEET OR EXCEED ASTM A653/A653M REQUIREMENTS FOR STRUCTURAL STEEL.
CONCRETE
I. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS:
A, A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI 9 28 DAYS,
B. SLUMPS SHALL BE 4 INCHES MINIMUM AND 6 INCHES MAXIMUM.
C, CONCRETE SHALL HAVE A MINIMUM OF 3 PERCENT AIR ENTRAINMENT.
D. ALL CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF 0,55,
E, J0561TE WATER SHALL NOT BE ADDED,
2. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY
ACI SPECIFICATIONS.
3, ALL BARS SHALL BE LAPED PER THE REQUIREMENTS OF ACI 318 FOR
TENSION LAP SPLICE BUT NOT LESS THAN 48 BAR DIAMETERS UNO.
LAP ALL WWF A MINIMUM OF 12 INCHES UNO.
4, ALL HOOKS SHALL BE PER ACI 315 HOOK REQUIREMENTS BUT NOT
LESS THAN 12 BAR DIAMETERS BEYOND BEND UNO.
5. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A 185. PLACE WELD
WIRE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE
AND SUPPORT ON SLAB BOLSTERS SPACED AT 3'-0" O.G.
6, ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH
STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A 615
GRADE 60,
1, AT CORNERS OF CONCRETE BEAMS AND CONTINUOUS WALL FOOTINGS,
PROVIDE MATCHING HORIZONTAL BARS X 5'-0" BENT BAR FOR EACH
HORIZONTAL BAR SCHEDULED AT EACH FACE,
MA60NRY
I, MASONRY UNITS SHALL BE
A, LOAD BEARING ASTM C SO, NORMAL WEIGHT, AND SHALL BE LAID IN A
FULL BED OF MORTAR IN RUNNING BOND (UNO),
2, THE COMPRESSIVE STRENGTH OF MASONRY (F'M) SHALL BE 1,500 PSI AS
CALCULATED IN ACCORDANCE WITH ASTM C1314,
3, ALL MORTAR SHALL BE IN ACCORDANCE WITH ASTM SPECS, C210 TYPE M
OR S ONLY,
4, GROUT SHALL BE HIGH SLUMP MIX IN ACCORDANCE WITH ASTM SPECS, C416
AND HAVING A MIN, COMPRESSIVE STRENGTH OF 3,000 PSI
5, PROVIDE 8"x8" MASONRY BEAM WITH 1 "5 CONT. AT EVERY WINDOW SILL.
EXTEND BEAM 8" BEYOND EDGE OF OPENING,
6, PROVIDE HOT DIPPED GALVANIZED LADDER TYPE HORIZONTAL JOINT
REINFORCEMENT (S GA,) AT 16" O.C. VERTICAL IN ALL MASONRY WALLS
PROVIDE DOVE TAIL
SLOT ANCHORS AT CONCRETE COLUMNS.
ELECTRICAL NOTES
Electrical contractor shall comply with the N,E.C, and all
applicable codes or authorities having jurisdiction.
Electrical contractor to coordinate exact locations of all hvac
equip, 8 it's loads w/ meth, contractor before roughing -in for
proper power and wiring control layout and installation,
All outlets, switches and light fixture locations to be verified
by owner on walk-thru with electrical contractor,
Electrical contractor to sleeve drive and walkways as required
for landscape lighting.
Electrical contractor to provide power as required by pool
contractor for all pool equipment.
Electrical contractor to provide power as required by Irrigation
contractor,
Provide PVC sleeve to inside surface of garage wall for
phone termination, Service must enter inside of garage for
security.
Provide outlet for security system at owners option.
All 110 V, 10, 15 and 20A, receptacles installed outdoors and in
bathrooms shall have ground fault circuit interrupter.
Unless otherwise noted, minimum size wire shall be 012 "AWG"
excluding control wiring,
Smoke detectors to be powered by house electric service w/
battery back-up, Visible "Power on" indicator and a test button,
Verify all conductors and breakers w/ egiup, manuf, specs.
All elect, switches shall be 40" a,f,f, unless otherwise noted.
All receptacles shall be 12" a,f,f, unless otherwise noted,
Closet lighting shall be min, IS" clear from edge of shelves,
FLUM51NG NOTES
It shall be the responsibility of the plumbing contractor to
produce an operational system in accordance with these
drawings,
The plumbing contractor shall guarantee the complete system,
parts and labor, for one year after first operation.
Installation and materials shall be in accordance with the Standard
Plumbing Code and all local codes,
Plumbing contractor shall verify location, elevation, and size of
existing mains before installation is started.
Provide vacuum breakers on all hose bibbs and faucets with
hose end connections,
Fixtures shall be protected against water hammer with air chambers
as required by code.
Provide shutoff valves in the potable water supply and each
piece of equipment.
Insulate condensate lines,
All hot and cold water lines shall be copper type "L" for under-
ground and type "M" for above ground installation w/ silver
soldered joints,
GENERAL MOTES:
Contractor, subcontractors, material suppliers, etc, shall make
themselves familiar with the contract documents and shall verify
all dimensions, conditions at jobsite, plans, specifications, etc, as
applicable and report any discrepancies, errors or omissions to
the architect prior to any work being performed, otherwise we
assume no responsibility for any errors and the contractor,
subcontractor, material supplier, etc, shall assume full responsibility
for errors and/or delays and correct them at their own expence
Changes, revisions, or alterations not made by this office in writing
only, will fully, unconditionally and totally release the architect, its
employees, consultants and design professions, from any and all
responsibility.
The architect has not been retained for the supervision or the
administration of the execution of the work of this project,
Each contractor shall be responsible for construction means,
methods, techniques, sequences, and procedures for safety
precautions and shall comply with the requirements of O,S,H,A,
all applicable building codes and all governmental
agencieshaving jurisdiction.
Each contractor shall make all arrangements for, obtain and pay
for all permits, tests, inspections, and approvals required for his
portion of the work.
All work shall be guaranteed for a period of at least one year
from the date of acceptance.
Stucco shall be two coats approximately 5/8" thick applied to
masonry, 3/4" thick applied to metal lath. Lath shall be flat
expanded diamond mesh galvanized, paper backed, weighing
not less than 3,4 pounds per sq, yard.
Glass shall be float, tinted with shading coefficient of ,ll cat,ll,
3/16 " tempered for operable glass doors. Tempered glass shall
comply with ANSI-Z 911 (all glass at showers/tubs to be tempered).
Caulking using Tremco or eq, silicon -type products shall be
applied at all junctions of wall and window and door frames with
abutting wall surfaces to provide a weathertight water-resistant
installation.
A/C NOTES
It shall be the responsibility of the A/C contractor to produce
an operational system in accordance with these drawings,
The A/C contractor shall furnish installation details and schematics
of all equipment to others who connect to the A/C equipment,
i,e. Electrical and Plumbing contractor,
Ductwork shall be 1" thick fiberglass w/ taped joints unless noted
otherwise.
Provide condensate overflow pans under all units installed above
ceiling.
Provide adjustable, opposed blade dampers at all diffusers,
Provide adjustable extractors or splitters at taps into ducts or
where ducts change directions.
Airconditioning supplier shall guarantee the complete system, parts
be guaranteed for an additional 4 years, parts only after first
operation.
Install filters at RAG's, Provide easy access to filters.
Refer to energy calculations for A/C unit SEER requirements,
* CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES
* CONTRACTORS TO VERIFY ALL INTERIOR BEARING WALL
FTG, W/ TRUSS MANUF.
* CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES
AVAILABLE AT SITE BEFORE PROCEEDING W/ CONSTRUCTION
* CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR
LAYOUT BUILDING ON LOT TO ASSURE NO SETBACKS OR
EASEMENTS ARE ENCROACHED
* REPORT ANY DISCREPANCIES TO ARCHITECT BEFORE
PROCEEDING W/ WORK
* DUROCK SHALL BE USED IN ALL DAMP LOCATIONS 4 IN
ALL SECOND FLOOR WALL AND FLOOR TILE AREAS
* PROVIDE PLUMBING ACCESS PANELS TO ALL SLIP JOINT
CONNECTIONS
* TEMPERED GLASS TO BE USED AT ALL HAZARDOUS AREAS
* ALL BATH ROOM WALLS SHALL BE INSULATED
* ALL LUMBER IN CONTACT W/CONCRETE OR MASONRY
SHALL BE PRESSURE TREATED
* ALL FRAMING (WALLS 8 ROOF) LUMBER TO HEMFIR Fb
1000 MIN,
5"x8" cap beam w/
1 *5 bar continuous,
S" GMU wall w/ all cells filled,
Stucco exposed block,
(match exist.)
S Ga. longitudinal wires
3/ 16" cross rods -joint
reinforcement S" o,c,
�or — — — — -
� I
N ( I
*5 dowels / vert, LU I
bars a 24" o,c, + }
overlap 30 bar dia's,
LL fo" I
+ I
91/4" o———�+——
N
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2'2"
*5 bars 9 24" c,c,
4 '*5 bars cont,
RETAHNHNU'r_` WALL
Waterproof coating on
wall 4 top Of footing
314"== 1 9 (0 v v
REMOVE / GUT-BAC<, ,
EXIST. TRUSSES /
2x10 P.T. LE��GER�
(2) 3/8"x3"/LAGs ,SCREWS
e EA, STGD W/SIMPSON
U26-2 AANGEAS
New 2x6" 2-story
balloon framed wall.
W/ 2x6's a 16" O.C.,
w/ R-19 batt insulation
B finish w/ 1/2" drywall
on both sides,
Exterior,,..
5/8" stucco on p,b, metal lath
on Tyveck vapor -barrier on 1/2"
cdx plywd. sheathing on 2 x 6
studs at Ira" o,c„ R49 Batt
insulation, smooth finish 1/2"
drywall and wood base,
(MATCH EXIST,)
Ga I v,
lashing
3/4" plywood gusset plates ea, side of truss
glue and nail to all web members w/ 10d m 4"
o.c, (staggered)
12
3.5 EXISTING roof
/ 8 overhang
J [� 8'2" 5,H,
w° EX15T,
.n� 0..4
*0 Q EXIST. BEAM (verify)
EXIST, BLOCK WALL
314000�9�00
Mark A.
Corson
2-STOIP3� WALL S`�'CTHON
Digitally signed
by Mark A
Corson
Date: 2020.10.22
16:38:09-04'00'
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DATE 10/23/20
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REVISIONS
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