HomeMy WebLinkAboutAdditional Floor PlansE
FRONT ELEVATION
SCALE: 114" - 1'-0"
SURFACE PREPARATION; ?Make sure the surface is clean, dust free and free from oil`. Surface music be dryy. Surface
must be smooth and free from nails or staple head, Surface must be free from uncured solvent basedsolvents and sili-
cone caulk, Prime QSB, Plywood and cement surface with primers such as 31V1rm Super 77r for best adhesion,
APPLIQUIION INS` I'RUCTION: Apply at temperature above 40' F during clear weather conditions. Use of heat
gun or primer improves adhesion during low temperature conditions. Do not expose to direct; sunlight over 120
plays. Do not apply to flexible vinyl surface. Rigid PVC; is acceptable. Apply pressure on the flashing with l-roller for
goad, bonding. Remove wrinkles and bubbles,.
1. 11-'lake diagonal cats on weather -resistant barrier. Gently
lift and tape in place. Cut flashing long enough to extent
beyond opening by a minimum of the width of flashing
yarn are using. Attach flashing along bollOtn of rough
3.
Embed jamb flashing into the sealant and fasten in
place. Run jamb flashing beyond sill flashing and above
where sill flashing will intersect.. Using release paper to
help guide flashing, slowly peel release paper off as you
press flashing in place. Insure flashing covers all nails
and mounting slots on tszindow's mounting flange,
I
1 Before installing window, apply a continuous bead of
sealant to interior window's mounting flange. Install win-
dow per manufacturer's instructions. Using release Raper as
a guide slowly peel back release paper and press
Flashing in place.
4. Cut head flashing so it will extend beyond jamb flash-
ing. Finally, lay weather -:resistant barrier over head flash-
irI Apply sheathing tape over both diagonal cuts.
FLASHING C� WOOD FRAMED WALL
SIMPSON MSTA21 W/ (16)
10D NAILS FROM JACK _
ACROSS BEAM EACH SIDE
OF OPENIGN
EL. 12'-10 1/4"
HOUSE ROOF
_ EL 8'-a'
TOP OF BEAM
EL T-0"
TOP OF WIN/DOOR
E BOARD
� FINISH @ NEW
SECTION
_ EL. 0'-0"
- TOP OF FIN. FLR.
WALL FRAMING PLAN
SCALE. 1/4" = 1'-0"
EXISTING CARPORT
BEAM W/ PLATE n
BEAM AS REQUIRED
OPENING
SIMPSON LSTA12 @ EACH
KING STUD
JACK STUD AND (2) KING
STUDS EACH SIDE OF
OPENING - (2) JACKS @ DBL
WINDOW OPENING
EXTERIOR DOOR/WIN. WOOD
HEADER DETAIL
RIGHT ELEVATION
SCALE: 114" - 1'-0"
2x6 WOOD
STUDS @ 1E
O.C. MAX
HOUSE
WRAP
EXTERIOR GRADE
SHEATHING (MATCH
EXISTING) FASTENED TI
FRAMING W/ 10D NAILS
5" O.C. @ EDGES AND 6
O.C. IN FIELD
HARDIE BOARD LAP SIDING -
INSTALLED PER FLORIDA PRODI
APPROVAL, MANUFACTURER
INSTALLATION INSTRUCTIONS &
R703.10.2 OF THE 2020 FBCR - SEE
PRODUCT APPROVALS SHEET S1.01
TYP. EXTERIOR WALL SECTION
" DRYWALL
BATT INSULATION
NTS
*FIBER -CEMENT LAP SIDING SHALL COMPLY WITH THE REQUIREMENTS OF ASTM
C1186, TYPE A, MIN. GRADE II OR ISO 8336, CATEGORYA, MINIMUM CLASS 2.
LAP SIDING SHALL BE LAPPED A MINIMUM 1-1/4" AND LAP SIDING NOT HAVING
TONGUE & GROOVE END JOINTS SHALL HAVE THE ENDS PROTECTED WITH
CAULKING, COVERED WITH AN H-SECTION JOINT COVER OR LOCATED OVER A
STRIP OF FLASHING.
SIMPSON LSTA12 FROM
STUD TO EXISTING BEAM
W/ (5) 1ODx22"" NAILS TO
STUD & TO BEAM
8" EXTERIOR GRADE
SHEATHING FASTENED TO
FRAMING W/ 10D NAILS --
6" O.C. @ EDGES AND 6"
O.C. IN FIELD
2x6 STUDS @
16" D.C. MAX
HARDIE BOARD
SIDING FINISH
SIMPSON SPH6 STUD PLATE
TIE UNDER BOTTOM PLATE
&ATTACHE:D TO EACH
STUD W/ ('12) 10D x 1-1/2"-
NAILS
2X6 TREATED .
BOTTOM PLATE
FINISH GRADE �D >
4
EXISTING PRE-ENGINEERED TRUSS
ROOF STRUCTURE TO REMAIN - R-30
INSULATION TO BE INSTALLED
ABOVE CEILING
%," DRYWALL
EXISTING HEADER - ADD
PLATE BELOW EXISTING
HEADER & BLOCKING FOR
DRYWALL FINISH AS REQUIRED
19 INSULATION
.:u=
BASEBOARD (TYP.)
1/2" DIA WEDGE ANCHOR W/
1/8"X2" SQ. WASHER SPA. @ 2'-0"
O.C. &6" FROM CORNERS - EMBED
4 Z" MIN. INTO EXISTING FOOTING
EXISTING
EXISTING CONC.
SLAB
WOOD FRAME EXTERIOR IN -FILL WALL SECTION
EXISTING CARPORT CONVERSION
3/4" V-0"
EL. 12'-10 1/4"
HOUSE ROOF
EL 8'-0"
TOP OF BLOCK
EL 0'-0"
TOP OF FIN. FLR.
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PROJECT#: 211309,ARCH. REV- dv
DATE: February 28, 2022
SCALE: AS SHOWN
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DESIGNED BY: CH
DRAWN BY: JEM
CHECKED BY: CH N
SHEET TITLE " m
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ELEVATIONS
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SHEET -1 Y Yy "
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STRUCTURAL NOTES. -
A. GENERAL
1. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS FULLY COMPLETED. IT IS
5. OPENINGS:
SOLELY THE CONTRA CTOR'SRESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE AND TO ENSURE THE
G N ROC
STABILITY OF THE BUILDING AND ITS COMPONENT PARTS, AND THE ADEQUACY OF TEMPORARY OR INCOMPLETE CONNECTIONS,
DURING ERECTION. THIS INCLUDES THE ADDITION OF ANY SHORING, SHEETING, TEMPORARY, BRACING OR TIEDOWNS THAT
a. OPENINGS SHOWN ARE FOR BIDDING PURPOSES ONLY. COORDINATE THEIR EXACT SIZES AND LOCATIONS WITH HVAC,
MIGHT BE NECESSARY. SUCH MATERIAL IS NOT SHOWN ON THE DRAWINGS. IF APPLIED, THEY SHALL BE REMOVED AS
PLUMBING, AND OTHER REQUIREMENTS BEFORE PROCEEDING WITH WORK.
CONDITIONS PERMIT. THE ENGINEER TAKES NO RESPONSIBILITY FOR, CONSTRUCTION MEANS AND METHODS OR JOB SITE
b. IF ANY OPENING NOT SHOWN ON THE PLANS IS REQUIRED, SECURE APPROVAL OF THE STRUCTURAL ENGINEER BEFORE
SAFETY DURING CONSTRUCTION. PROCESSING AND/OR APPROVING SUBMITTALS MADE BY THE CONTRACTOR WHICH MAY
PROCEEDING.
CONTAIN INFORMATION RELATED TO CONSTRUCTION METHODS OR SAFETY ISSUES, OR PARTICIPATION IN MEETINGS WHERE
C. PROVIDE TWO #5 BARS AROUND ALL SLAB OPENINGS, EXTENDING 2 FEET BEYOND OPENING IN EVERY DIRECTION, U.N.O.
SUCH ISSUES MIGHT BE DISCUSSED, SHALL NOT BE CONSTRUED AS VOLUNTARY ASSUMPTION BY THE ENGINEER OF ANY
OPENINGS NOT EXCEEDING 16 INCHES x 16 INCHES MAY BE SLEEVED AS REQUIRED BY WORKING THE REINFORCING
RESPONSIBILITY FOR SAFETY PROCEDURES.
STEEL AROUND THEM.
2. IT IS SOLELY THE RESPONSIBILITY OF EACH CONTRACTOR TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS
6. FOOTINGS AND PIERS:
DURING ALL PHASES OF CONSTRUCTION. THE ENGINEER DOES NOT SUPERVISE, CONSTRUCTION UNLESS CONTRACTED TO DO
a. DOWELS IN FOOTINGS TO MATCH VERTICAL PIER OR WALL REINFORCING.
SO. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED UPON STRUCTURAL
b. PROVIDE CORNER BARS AT FOOTING CORNERS TO MATCH HORIZONTAL REINFORCING. MINIMUM LAP LENGTH WITH
FRAMING. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE
HORIZONTAL REINFORCEMENT - 35 BAR DIAMETERS.
IMPOSED.
c. BACKFILL AGAINST BOTH SIDES OF WALLS EQUALLY UNTIL THE LOWER ELEVATION IS ATTAINED.
d. PROVIDE MIN. 18 INCH THICK LAYER OF GRANULAR BACKFILL FULL HEIGHT OF ALL FOUNDATION WALLS.
3. EQUIPMENT FRAMING LOADS OPENINGS AND STRUCTURE IN ANY WAY D TO HVAC PLUMBING OR ELECTRICAL Q RELATE
e. CAST IN CONTINUOUS DOVE TAIL ANCHOR SLOTS ON VERTICAL SURFACES WHERE MASONRY ABUTS, 16 INCHES O.C.
REQUIREMENTS ARE SHOWN FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL COORDINATE THIS INFORMATION WITH THE
FOR PARALLEL SURFACES, AT CENTERLINE OF MASONRY FOR PERPENDICULAR SURFACES.
INVOLVED TRADES BEFORE PROCEEDING WITH SUCH PORTION OF THE WORK. EXCESS COST RELATED TO VARIATION IN THESE
f. PROVIDE LEAN CONCRETE UNDER FOUNDATIONS FOR ACCIDENTAL OVER- EXCAVATION, SOFT SPOTS AND TRENCHES.
REQUIREMENTS TO BE BORNE BY THE APPROPRIATE CONTRACTOR.
g. VENTILATING FOUNDATION WALL OPENINGS SHALL BE WITHIN 3' OF EACH CORNER OF THE BUILDING. AREA OF
OPENINGS SHALL NOT BE LESS THAN 1 SQ. FT. FOR EZCH 150 SQ. FT. OF UNDERFLOOR SPACE AREA.
4. SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS CONFLICT WITH THESE STRUCTURAL NOTES, THE
SPECIFICATIONS, OR WITH EACH OTHER, THE STRICTEST PROVISION SHALL GOVERN. DO NOT SCALE THESE DRAWINGS. USE
7. SPLICES: UNLESS NOTED OTHERWISE, MINIMUM LAP SPLICE LENGTHS TO BE AS FOLLOWS:
DIMENSIONS.
a. VERTICAL BARS (INCLUDING DOWELS) 30 DIAMETERS
b. HORIZONTAL BARS IN SLABS & FOOTINGS 30 DIAMETERS
5. GOVERNING CODE: 2020 FLORIDA BUILDING CODE IN ACCORDANCE WITH ASCE 7-16 BUILDING CATEGORY II Ie=1.0, Is=1.0, Iw=1.0,
W.O.
8. CONCRETE COVER: UNLESS NOTED OTHERWISE, DETAIL REINFORCING TO PROVIDE CONCRETE COVER AS FOLLOWS:
a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 INCHES
& SOIL: FOUNDATION DESIGN BASED ON MINIMUM BEARING CAPACITY OF 2000 PSF. CONTRACTOR TO VERIFY SOIL CONDITIONS
b. CONCRETE EXPOSED TO EARTH OR WEATHER:
PRIOR TO PLACEMENT OF CONCRETE. ORGANIC SOILS TO BE REMOVED AND STRUCTURAL FILL PLACED AND COMPACTED PRIOR
#5 BARS AND SMALLER 1-1/2 INCHES
T T
O CONCRETE PLACEMENT. CONTRACTOR TO NOTIFY OWNER IF SOIL CONDITIONS DO NOT HAVE ADEQUATE BEARING CAPACITY.
OTHERS 2 INCHES
c. CONCRETE NOT EXPOSED TO EARTH OR WEATHER:
7. NOTE ON TREATED LUMBER CONNECTIONS - ALL NAILS, BOLTS, SCREWS, AND CONNECTORS THAT MAY COME INTO CONTACT
SLABS 1 INCH
WITH TREATED LUMBER WILL BE HOT DIPPED GALVANIZED (HDG), STAINLESS STEEL (SS), OR OTHER MATERIALS APPROVED BY
ALL OTHERS 1-1/2 INCHES
THE MANUFACTURE TO MINIMIZE CORROSION CAUSED BY ACQ TREATMENT CHEMICALS.
d. 2-1/2 INCHES PILE CAPS
8. CONTRACTOR TO INSTALL FLASHING AND WATERPROOFING AT ALL EXTERIOR LOCATIONS IN ACCORDANCE WITH PRODUCT
9. MISCELLANEOUS:
MANUFACTURER'S GUIDELINES. FLASHING SHOULD BE LAPPED FROM THE BOTTOM TO THE TOP TO ALLOW MOISTURE TO ESCAPE
THE BUILDING ENVELOPE. MATERIALS USED IN LOCATIONS SUBJECT TO MOISTURE INFILTRATION SHALL BE APPROPRIATE FOR
a. GROUT UNDER COLUMN BASE PLATES SHALL BE NON -SHRINKING TYPE. THE USE OF LEVELING PLATES AT COLUMN
THE LOCATION (E.G. PRESSURE TREATED OR BARRIER COATED) TO MINIMIZE SHRINK/SWELL, ROT, OR MOLD/MILDEW CONDITIONS.
BASES IS PROHIBITED. GROUT BELOW BEARING PLATES, SETTING PLATES, AND COLUMN BASE PLATES IS TO BE
ALL EXTERIOR DECKS SHALL BE FLASHED TO REJECT MOISTURE TOTHE OUTSIDE OF THE BUILDING ENVELOPE.
INSTALLED ONLY AFTER THE STEEL IS PLUMBED.
B. REINFORCED CONCRETE:
C. MASONRY
1. MATERIALS
a. SPECIFICATIONS: IN GENERAL, COMPLY WITH ACI 301-LATEST ED, (SPECIFICATIONS FOR STRUCTURAL CONCRETE)
b. STRUCTURAL CONCRETE:
LOCATION F'c (PSI)
FOOTINGS 3000
MONOLITHIC SLABS ON GRADE, AND ALL INTERIOR CONCRETE
NOT OTHERWISE IDENTIFIED. 3000
RAISED STEMWALL SLABS AND CONCRETE ON GRADE, PIERS,
AND ALL EXTERIOR CONCRETE NOT OTHERWISE IDENTIFIED. 3000
BACKFILL BELOW FOOTINGS (MUD MAT) 2000
c. ALL DEFORMED REINFORCING BARS: FY = 60,000. ASTM A-615 GRADE 60
d. MIXES: ALL CONCRETE MIXES SHALL BE DESIGNED BY THE SUPPLIER TO MEET THE REQUIREMENTS SET FORTH HEREIN.
SLUMP: MAXIMUM ALLOWABLE SLUMP FOR CONCRETE SHALL BE 4" UNLESS OTHERWISE NOTED OR APPROVED. 1F
HIGHER SLUMP IS DESIRED TO INCREASE WORKABILITY, CONTRACTOR SHALL CONSULT WITH CONCRETE SUPPLIER
ABOUT USING A CONCRETE ADDITIVE THAT WILL INCREASE SLUMP WITHOUT INCREASING WATER/CEMENT RATIO OF THE
CONCRETE. THE CONTRACTOR SHALL VERIFY THAT ANY CONCRETE ADDITIVES WILL NOT HAVE ANY DETRIMENTAL
EFFECTS ON EMBEDDED ITEMS, FINISHES INDICATED ON PLANS OR LIKELY FUTURE FINISHES.
e. FINISHING: FINISHING OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301 (LATEST EDITION). CURING: BEGINNING
IMMEDIATELY AFTER PLACEMENT CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING EXCESSIVELY HOT OR
COLD TEMPERATURES, AND MECHANICAL INJURY, AND SHALL BE MAINTAINED WITH MINIMAL MOISTURE LOSS AT A
RELATIVELY CONSTANT TEMPERATURE FOR THE PERIOD NECESSARY FOR THE HYDRATION OF THE CEMENT AND
HARDENING OF THE CONCRETE. THE MATERIALS AND METHODS OF CURING SHALL CONFORM TO ACI 301.
2. FIELD MANUAL: PROVIDE AT LEAST ONE COPY OF THE ACI FIELD REFERENCE MANUAL, SP-15, IN THE FIELD OFFICE AT ALL TIMES
3. MISCELLANEOUS
a. BENT BARS, IF REQUIRED, SHALL BE BENT PER MANUFACTURE RECOMMENDATION, UNLESS OTHERWISE APPROVED.
b. PROVIDE SUPPORTS AS REQUIRED TO MAINTAIN ALIGNMENT OF SCHEDULED REINFORCING.
4. SLABS:
a. CONCRETE SLABS ON GRADE SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 302.1 R-LATEST ED. (GUIDE FOR
CONCRETE FLOOR AND SLAB CONSTUCTION); ACI 332-LATEST ED. (RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE) MAY BE USED FOR SLABS RESIDENTIAL CONSTRUCTION
b. CONTROL JOINTS SHALL BE SPACED IN INTERIOR SLABS ON GRADE AT A MAXIMUM OF 15'- O/C, AND IN EXTERIOR SLABS,
ON GRADE AT A MAXIMUM OF 10'- O/C UNLESS NOTED.
c. CONTROL JOINTS SHALL BE PRODUCED USING CONVENTIONAL PROCESSES WITHIN 4 TO 12 HOURS AFTER THE SLAB HAS
BEEN FINISHED, REINFORCING SHALL NOT EXTEND THROUGH THE CONTROL JOINT.
d. CONSTRUCTION JOINTS PERMITTED ONLY WHERE SHOWN OR AS APPROVED BY THE STRUCTURAL ENGINEER. ALL
CONSTRUCTION JOINTS ARE TO BE KEYED. KEYWAYS SHALL BE 1-1/2 INCHES DEEP X 1/3 MEMBER THICKNESS.
e. PROVIDE 6 MIL POLYETHYLENE VAPOR BARRIER BETWEEN SUBGRADE & CONCRETE SLAB.
f. TREAT SOIL FOR TERMITES PRIOR TO PLACEMENT OF CONCRETE.
g. PREPARE SITE BY REMOVING ORGANIC/EXPANSIVE SOILS AND COMPACTING T095% PROCTOR DRY DENSITY.
h. SLAB FINISHES: (A) ALL OFFICE SPACES, RETAIL, RESIDENTIAL AND SIMILAR SLABS, SHALL HAVE A MACHINE FINISH WITH
1/8" PER 10'-0" TOLERANCE. (B) ALL EXTERIOR, WET SURFACE, DRIVEWAYS, SIDEWALKS AND SIMILAR SLABS SHALL BE
FINISHED WITH ROUGH NON-SKID SURFACE (BROOM FINISH). BRUSH LINES IN THE FINISH SHALL BE PARALLEL TO
DIRECTION OF SLOPE
i. THE CONCRETE SLAB -ON -GRADE HAS BEEN DESIGNED USING A SUBGRADE MODULUS OF K=250 PCI AND A DESIGN
LOADING OF 2000 PSF. THE STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR DIFFERENTIAL SETTLEMENT,
SLAB CRACKING OR OTHER FUTURE DEFECTS RESULTING FROM UNREPORTED CONDITIONS MITIGATING THE ABOVE
ASSUMPTIONS.
j. REINFORCEMENT FOR SLAB ON GRADE SHALL BE PLACED AT A LOCATION B/N THE CENTER AND UPPER THIRD OF THE
SLAB
I. SPECIFICATIONS: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF "SPECIFICATIONS FOR
MASONRY STRUCTURES (ACI 530.1-11/ ASCE 6-99)," PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE, DETROIT, MICHIGAN,
EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS.
2. MATERIALS:
3.
9
a. CONCRETE BLOCK: ASTM C90. MINIMUM NET AREA COMPRESSIVE STRENGTH OF C.M.U. = 1900 PSI. GRADE N-1
b. MORTAR: ASTM C270 (USING THE PROPERTY SPECIFICATION METHOD, PARAGRAPH 3.2), TYPES, MINIMUM COMPRESSIVE
STRENGTH = 1800 PSI.
c. BOND BEAM AND CORE FILL: ASTM C476, COARSE OR FINE TYPE, PLACE PER ACI 530.1, TABLE 5.
d. JOINT REINFORCING: HOT -DIPPED GALVANIZED FINISH, 9 GAGE MINIMUM SIDE WIRES AND CROSS WIRES, EXCEPT USE
3/16 INCH DIAMETER SIDE WIRES WHERE "HEAVY -WEIGHT" IS REQUIRED.
e. BAR REINFORCING: ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE.
f. WIRE TIES AND ANCHORS: RECTANGULAR TYPE, 3/16" DIAMETER WIRE TIES (HOT DIPPED GALVANIZED).
g. CONCRETE GROUT: ALL FILLED CELLS OF MASONRY UNITS SHALL BE FILLED WITH CONCRETE GROUT (CMU BLOCKFILL)
HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AND A MAXIMUM SLUMP OF 9".
REINFORCED MASONRY: WHERE VERTICAL BARS ARE TO BE GROUTED INTO CORES, THE FOLLOWING REQUIREMENTS APPLY:
a. PROVIDE DOWELS FROM FOOTING, SAME SIZE AND SPACING AS WALL BARS. LAP 12 INCHES MINIMUM WITH WALL BAR.
EMBED INTO FOOTING 9 INCHES.
b. PROVIDE A CONTINUOUS VERTICAL CAVITY, AT LEAST 3"x4" IN SIZE, FREE OF MORTAR DROPPING.
c. PROVIDE REBAR ALIGNMENT DEVICES AT A MAXIMUM SPACING OF 96 BAR DIAMETERS (MINIMUM OF 2 PER BAR).
d. AT SPLICES IN VERTICAL BARS, PROVIDE 48 DIAMETER LAP.
e. ALL REINFORCEMENT MUST BE INSTALLED AND SECURELY ANCHORED IN PLACE PRIOR TO PLACEMENT OF GROUT.
f. MAXIMUM HEIGHT OF GROUT LIFT = U-0".
g. ALL C.M.U.'S USED IN REINFORCED MASONRY SHALL BE TWO CELL UNITS.
MISCELLANEOUS:
a. VERTICAL COLLAR JOINTS SHALL BE FILLED SOLID WITH MORTAR OR GROUT.
b. FILL CORE SOLID AROUND ANCHOR BOLTS.
C. PROVIDE 100% SOLID BLOCKS OR SOLIDLY -FILLED HOLLOW BLOCKS FOR AT LEAST 4" ALL AROUND ALL EXPANSION
BOLTS.
d. HOLLOW MASONRY UNITS TO BE LAID WITH FULL MORTAR COVERAGE ON HORIZONTAL AND VERTICAL FACE SHELLS.
WEBS SHALL ALSO BE BEDDED IN THE STARTING COURSE ON FOOTINGS, AND WHEN ADJACENT TO CELLS OR CAVITIES
TO BE REINFORCED OR FILLED WITH CONCRETE OR GROUT. SOLID UNITS TO BE LAID WITH FULL HEAD AND BED JOINTS.
e. PROVIDE JOINT REINFORCING AT 16 INCHES, EXCEPT AS NOTED.
f. LAP JOINT REINFORCING 6 INCHES FOR STANDARD, 15 INCHES FOR HEAVY WEIGHT.
g. WHERE MASONRY UNITS ARE USED ABOVE HOLLOW UNITS OF A DIFFERENT THICKNESS, PROVIDE A CONTINUOUS
COURSE OF 100% SOLID MASONRY AT LEAST 8 INCHES HIGH BELOW TRANSITION.
h. IN ALL WALLS WITH BRICK VENEER PROVIDE RECTANGULAR 3/16" DIA. WIRE WALL TIES (FIXED OR ADJUSTABLE) AT 16"
O.C. HORIZONTALLY AND VERTICALLY.
i. BLOCK PLACEMENT: ALL CELLS TO BE FILLED WITH CONCRETE SHALL BE AS STRAIGHT AS POSSIBLE. THE BLOCK
SHOULD NOT BE STAGGERED SO AS TO CONSTRICT THE FLOW OF CONCRETE IN ANY WAY. THIS SHOULD BE
ACCOMPLISHED BY PLACING PIECES OF BLOCK VERTICALLY BETWEEN FILLED CELLS IN NON -MODULAR SECTION OF WALL
AND ABOVE AND BELOW NON -MODULAR MASONRY OPENINGS.
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D. STRUCTURAL LUMBER
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1. MATERIALS:
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a. STRUCTURAL LUMBER INCLUDING BEARING AND EXTERIOR WALL STUDS: MINIMUM PROPERTIES OF SOUTHERN YELLOW
PINE#2
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b. ALL FRAMING EXPOSED TO THE WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED
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IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS ASSOCIATION SPECIFICATIONS. WHERE POSSIBLE ALL
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EXPOSED CUTS AND HOLES SHOULD BE COMPLETED BEFORE TREATMENT. CUTS AND HOLES DUE TO ON SITE
,
FABRICATION SHALL BE BRUSHED WITH 2 COATS OF COPPER NAPHTHENATE SOLUTION CONTAINING A MINIMUM OF 2%
METALLIC COPPER IN SOLUTION (PER AWPA STD. M4)
2. SPECIFICATIONS: UNLESS SPECIFICALLY SHOWN OTHERWISE, DESIGN, FABRICATION AND ERECTION SHALL BE GOVERNED BY
THE LATEST EDITION OF:
by
a. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.
b. U.S. PRODUCT STANDARD PSI
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3. CONNECTIONS:
a. JOISTS TO SIDES OF BEAMS: 16 GA. GALVANIZED STD. JOIST HANGERS, UNLESS SHOWN OTHERWISE.
b. JOISTS AND TRUSSES TO TOPS OF WALLS AND BEAMS: 18 GA. GALVANIZED HURRICANE ANCHORS.
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C. PLYWOOD TO ROOF TRUSSES OR RAFTERS: NAILED- USE 8d RING SHANK NAILS AT 3 INCHES O/C AT PANEL EDGES AND 6
INCHES O/C AT INTERMEDIATE SUPPORTS (UNLESS NOTED OTHERWISE). PROVIDE PLYWOOD CLIPS AT MID -SPAN OF°
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PLYWOOD BETWEEN SUPPORTS.
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d. ALL METAL CONNECTIONS SHALL BE SIMPSON OR USP. ALL CONNECTORS TO BE INSTALLED PER MANUFACTURERS
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INSTRUCTIONS. CONTACT ENGINEER WITH QUESTIONS PERTAINING TO HOLDOWNS SPECIFIED ON PLANS.
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C. STUD COLUMNS SHALL BE SECURED WITH 2 ROWS OF 10d NAILS @ 24" O.C. (UNLESS NOTED OTHERWISE)
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f. LOAD VALUES FOR 8d, 10d, 16d AND 20d DESIGNATIONS IN THE FASTENER SCHEDULES THROUGHOUT THIS CATALOG
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STANDARD, SUCH AS ASTM F1667, AS PRESCRIBED BY THE MODEL BUILDING CODES,
REFER TO COMMON WIRE NAILS UNLESS NOTED OTHERWISE. NAILS SHALL CONFORM TO A RECOGNIZED NATIONAL,'
4. 4. WOOD TRUSSES
BE PROVISIONS
WOOD DESIGNEDTRUSSES
a. SHALL
THE TEST ADD T ON OF THENAT ONAL DESIGN SP CIFICATION OF THHE NNAT ONAL FOREST ONN,
PRODUCTS ASSOCIATION,
THE DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES OF THE TRUSS PLATE INSTITUTE.
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b. WOOD TRUSSES SHALL BE ERECTED IN ACCORDANCE WITH THE TRUSS MANUFACTURER'S REQUIREMENTS, THIS WORK
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SHALL BE DONE BY A QUALIFIED AND EXPERIENCED CONTRACTOR. TRUSS ERECTION BY AN INEXPERIENCED OR
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NONQUALIFIED CONTRACTOR CAN RESULT IN CONSTRUCTION COLLAPSE AND/OR SERIOUS INJURY AND DAMAGE.
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C. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY AND PERMANENT BRACING AS REQUIRED FOR SAFE ERECTION AND
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PERFORMANCE OF THE TRUSSES. THE GUIDELINES SET FORTH BY THE TRUSS PLATE INSTITUTE PUBLICATION "HIB-91,
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COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD
TRUSSES" SHALL BE A MINIMUM
UIREMENT.
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d SHALL NOTNOTCHED, DRILLED NOT OTHERWISE ALTERED IN ANY WAY
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WRITTEN APPROVAL OF TCHE TRUSS
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e. SUBMIT COMPLETE SHOP DRAWINGS FOR ALL WOOD TRUSSES SHOWING MEMBER SIZES, SPECIES, GRADE, MOISTURE
CONTENT, SPAN, CAMBER, DIMENSIONS, CHORD PITCH, BRACING REQUIREMENTS AND LOADINGS. SHOP DRAWINGS
SHALL BE SUBMITTED TO THE ENGINEER AND SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN
THE STATE OF FLORIDA.
5. STRUCTURAL WOOD PANELS
a. FABRICATION AND PLACEMENT OF STRUCTURAL WOOD SHEATHING SHALL BE IN ACCORDANCE WITH THE APA
DESIGN/CONSTRUCTION GUIDE " RESIDENTIAL AND COMMERCIAL," AND ALL OTHER APPLICABLE APA STANDARDS.
b. ALL STRUCTURALLY REQUIRED WOOD SHEATHING SHALL BEAR THE MARK OF THE AMERICAN PLYWOOD ASSOCIATION.
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WOOD WALL SHEATHING SHALL COMPLY WITH THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE. WOOD
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WALL SHEATHING SHALL BE CONTINUOUS OVER TWO SUPPORTS AND ATTACHED TO ITS SUPPORTING WALL FRAMING
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WITH 10D NAILS @ 6" O.C. AT PANEL EDGES AND AT 6" O.C. IN PANEL FIELD UNLESS OTHERWISE NOTED ON THE
PLANS. SHOULD A CONFLICT OCCUR BETWEEN THESE DRAWINGS AND THE AFOREMENTIONED CODE REFERENCES, THE
MORE STRINGENT SHALL GOVERN.
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c. ROOF SHEATHING SHALL BE APA RATED SHEATHING EXPOSURE 1 OR 2. ROOF SHEATHING SHALL BE CONTINUOUS OVER
TWO SUPPORTS AND ATTACHED TO IT'S SUPPORTING ROOF FRAMING WITH 8D RING SHANK NAILS AT 6" O.C. AT PANEL
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EDGES AND AT 6" O.C. IN PANEL FIELD UNLESS OTHERWISE NOTED ON THE PLANS. SHEATHING SHALL BE APPLIED WITH
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THE LONG DIRECTION PERPENDICULAR TO FRAMING. SHEATHING SHALL HAVE A SPAN RATING CONSTANT WITH THE
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FRAMING SPACING. USE SUITABLE EDGE SUPPORT BY USE OF PLYWOOD CLIPS OR LUMBER BLOCKING UNLESS
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d. WOOD FLOOR SHEATHING SHALL BE APA RATED SHEATHING EXPOSURE 1 OR 2 ATTACH SHEATHING TO IT'S SUPPORTING
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FRAMING WITH (1)-8D CC RING -SHANK NAIL AT 6" O.C. @ PANEL EDGES AND @ 12" O.C. IN PANEL FIELD UNLESS
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OTHERWISE NOTED ON THE PLANS. SHEATHING SHALL BE APPLIED PERPENDICULAR TO FRAMING. SHEATHING SHALL
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HAVE A SPAN RATING CONSTANT WITH THE FRAMING SPACING. USE SUITABLE EDGE SUPPORT BY USE OF T&G PLYWOOD
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OR LUMBER BLOCKING UNLESS OTHERWISE NOTED. PANEL END JOINTS SHALL OCCUR OVER FRAMING. APPLY BUILDING
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e. SHEATHING EDGES SHALL HAVE A 1/8" GAP AT ENDS AND EDGES AS RECOMMENDED IN ACCORDANCE WITH THE APA.
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6. MISCELLANEOUS:
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a. USE ONE LINE OF SOLID BLOCKING OR CROSS BRIDGING AT 8'-0" O/C MAX. FOR ALL JOISTS AND RAFTERS, USE SOLID
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BLOCKING AT JOIST AND RAFTER BEARING.
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b. USE SOLID BLOCKING AT MID -HEIGHT FOR ALL EXTERIOR STUDWALLS AND INTERIOR BEARING PARTITIONS.
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C. USE DOUBLE STUDS UNDER BEAM AND LINTEL BEARING, UNLESS SHOWN OTHERWISE.
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d. PROVIDE AND INSTALL BRIDGING FOR PREFABRICATED WOOD TRUSSES AS INDICATED ON THE TRUSS MANUFACTURER'S
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APPROVED SHOP DRAWINGS.
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e. PROVIDE BLOCKING IN THE FLOOR UNDER BRACED WALL IF JOISTS PERPENDICULAR TO THE WALL. WHERE JOISTS ARE
PARALLEL TO THE WALL LINE ABOVE OR BELOW, A RIM JOIST OR OTHER PARALLEL FRAMING MEMBER SHALL BE
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PROVIDED FOR CONTINUOUS LOAD PATH TO LATERAL FORCES
WIND DESIGN PRESSURES
END
WIND
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100 S.F.
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ALLOWABLE PRESSURES ARE FOR WINDOWS AND
DOORS, FRAMING, ROOFING AND OTHER
BUILDING COMPONENTS AND CLADDING.
ROOF ZONES: 1 THRU 3
WALL ZONES: 4 AND 5
*ZONE 5 IS THE CORNER ZONE DEFINED AS A
WIDTH MEASURED FROM A CORNER OF 4'-0",
WALL WIND ZONES
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PROJECT#: 211309. ARCH. R E V-
DATE: February 28, 2022
SCALE: AS SHOWN
DESIGNED BY: CH
DRAWN BY: JEM
CHECKED BY: CH
SHEET TITLE
STRUCTURAL NOTES
S.0
F1 PY
SHEET 4 OF 6
MECHANICAL NOTES.
1. REFER TO FLOOR PLANS TO VERIFY ALL CONDITIONS PRIOR TO BIDDING OR START OF CONSTRUCTION.
2. ALL WORK SHALL BE EXECUTED AND INSPECTED IN ACCORDANCE WITH ALL LOCAL AND STATE CODES, LAWS,
ORDINANCES, RULES AND REGULATIONS APPLICABLE TOTHE PARTICULAR CLASS OF WORK. IF, TO THE KNOWLEDGE OF
THE CONTRACTOR, THE DRAWINGS AND SPECIFICATIONS ARE IN CONFLICT WITH THE ABOVE, HE SHALL PROMPTLY
NOTIFY THE ENGINEER IN WRITING SO THAT ANY NECESSARY CHANGES CAN BE PROVIDED FOR IN HIS CONTRACT, IF
THE CONTRACTOR PERFORMS ANY WORK WITHOUT NOTICE AS REQUIRED, HE SHALL BEAR ALL COSTS OF CORRECTIVE
ACTION.
3, THE CONTRACTOR SHALL INCLUDE IN HIS QUOTATION ALL APPLICABLE SERVICE CHARGES, FEES, PERMITS, ROYALTIES,
AND OTHER SIMILAR COSTS !N CONNECTIONS WITH THE WORK. OBTAIN PERMITS, AND REQUEST INSPECTIONS FROM
AUTHORITY HAVING JURISDICTION.
4. INSTALL WORK IN LOCATIONS SHOWN ON DRAWINGS, UNLESS PREVENTED BY PROJECT CONDITIONS. FOR PURPOSES
OF CLEARNESS AND LEGIBILITY, DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC, AND ALTHOUGH SIZE AND LOCATION OF
EQUIPMENT ARE DRAWN. TO SCALE WHENEVER POSSIBLE, THE CONTRACTOR SHALL MAKE USE OF ALL DATA IN ALL OF
THE CONTRACT DOCUMENTS AND SHALL VERIFY THIS INFORMATION AT THE SITE.
5. THE DRAWINGS INDICATE REQUIRED SIZE AND POINTS OF TERMINATION OF PIPES AND DUCTS, AND SUGGEST PROPER
ROUTES OF PIPE TO CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS AND PRESERVE CLEARANCES. HOWEVER, IT IS
NOT INTENDED THAT DRAWINGS INDICATE ALL NECESSARY OFFSETS, AND IT SMALL BE THE WORK OF THIS SECTION TO
INSTALL PIPING AND DUCTS IN SUCH A MANNER AS TO CONFORM TO STRUCTURE, AVOID ALL OBSTRUCTIONS, PRESERVE
HEADROOM AND KEEP OPENINGS AND PASSAGEWAYS CLEAR WITHOUT FURTHER INSTRUCTION OR COST TO THE
OWNER.
6. CONTRACTOR SHALL GUARANTEE ALL WORK PERFORMED UNDER THIS CONTRACT TO BE FREE FROM DEFECTS IN
MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF WITNESSED AND APPROVED STARTUP.
7. MOTORS FOR ALL MECHANICAL EQUIPMENT SHALL BE FURNISHED BY SUPPLIERS OF SUCH EQUIPMENT AND SHALL BE
THE TYPE THAT HAS CHARACTERISTICS SUITABLE FOR CONTINUOUS OPERATING CONDITIONS.
8. TRANSPORT AND HANDLE PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
9. STORE AND PROTECT PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, WITH SEALS AND LABELS
INTACT AND LEGIBLE.
10. VERIFY THAT EACH PIECE OF EQUIPMENT OR SYSTEM HAS BEEN CHECKED FOR PROPER LUBRICATION, DRIVE
ROTATION, BELT TENSION, CONTROL SEQUENCE, OR FOR OTHER CONDITIONS WHICH MAY CAUSE DAMAGE.
11. DEMONSTRATE OPERATION AND MAINTENANCE OF PRODUCTS TO OWNER'S PERSONNEL ONE WEEK PRIOR TO DATE OF
FINAL INSPECTION.
12. EXECUTE FINALCLEANING PRIOR TO FINAL PROJECT ASSESSMENT.
13. PROVIDE SUPPORT AND EQUIPMENT REQUIRED TO CONTROL EXPANSION AND CONTRACTION OF PIPING. PROVIDE
LOOPS, PIPE OFFSETS, AND SWING JOINTS, OR EXPANSION JOINTS WHERE REQUIRED.
14. PROVIDE INSECT SCREENS FOR FRESH AIR INTAKES
15. PROVIDE AND INSTALL REFRIGERANT PIPING FROM COOLING COILS TO CONDENSING UNITS. SUPPORT AS REQUIRED TO
PREVENT SAGGING. PROVIDE ADDITIONAL CHARGE AS REQUIRED. INSULATE SUCTION LINE WITH ARMAFLEX.
16. CONDENSATE DRAIN PIPING SHALL BE SCH. 40 PVC
17. IF THE STRUCTURE HAS A CEILING, NON HEATED/COOLED SPACES ABOVE CEILING WILL HAVE ADEQUATE NATURAL
VENTILATION OR THERMOSTAT CONTROL MECHANICAL VENTILATION.
18. PROVIDE NON -CONDUCTING DIELECTRIC CONNECTIONS WHEREVER JOINING DISSIMILAR METALS.
19. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE SMACNA HVAC DUCT CONSTRUCTION
STANDARDS - "METAL AND FLEXIBLE", AND AS INDICATED. PROVIDE DUCT MATERIAL, GAGES, REINFORCING, AND
SEALING FOR OPERATING PRESSURES INDICATED.
20. DUCT SIZES INDICATED ARE CLEAR INSIDE DIMENSIONS. ALLOWANCES HAVE NOT BEEN MADE FOR THICKNESS OF
INSULATION. ALL SUPPLY AND RETURN AIR DUCTS AND PLENUMS SHALL BE INSULATED WITH A MINIMUM R-8INSULATION
WHEN LOCATED OUTSIDE THE BUILDING. WHEN LOCATED WITHIN A BUILDING ENVELOPE ASSEMBLY, THE DUCT OR
PLENUM SHALL BE SEPARATED FROM THE BUILDING EXTERIOR OR UNCONDITIONED SPACES BY A MINIMUM OF R-8
INSULATION. IF LOCATED IN CONDITIONED SPACE AND DESIGN TEMPERATURE DIFFERENCE EXCEEDS 157 BETWEEN THE
INTERIOR AND EXTERIOR OF THE DUCT A MINIMUM R-6 INSULATION SHALL BE INSTALLED.
21. SIZE ROUND DUCTS INSTALLED IN PLACE OF RECTANGULAR DUCTS IN ACCORDANCE WITH ASHRAE TABLE OF
EQUIVALENT RECTANGULAR AND ROUND DUCTS.
22. FLEXIBLE DUCT SUPPORT HANGERS SHALL BE OF A TYPE TO PREVENT THE COLLAPSING OF FLEXIBLE DUCTWORK. WIRE
SUPPORT HANGERS ARE UNACCEPTABLE.
23. SEAL ALL LONGITUDINAL AND TRANSVERSE SEAMS BEFORE APPLYING INSULATION. SEALANT SHALL BE
NON -HARDENING, WATER RESISTANT., FIRE RESISTIVE, COMPATIBLE WITH MATING MATERIALS, LIQUID USED ALONE OR
WITH TAPE, OR HEAVY MASTIC.
24. LOCATE DUCTS WITH SUFFICIENT SPACE AROUND EQUIPMENT TO ALLOW NORMAL OPERATING AND MAINTENANCE
ACTIVITIES.
25. PROVIDE CANVAS, FLAME RETARDING DUCT CONNECTORS AT ALL CONNECTIONS OF FANS TO DUCTWORK,
26. CONTROL WIRING SHALL BE PROVIDED IN CONDUIT IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES.
27. SYSTEM SUPPLY CFM'S BASED ON SETTING FOR CFM SHOWN IN EQUIPMENT SCHEDULE. ACTUAL CFM'S MAY VARY
SLIGHTLY DUE TO STATIC PRESSURE OF INSTALLED SYSTEM
28. VERIFY CLEARANCES AT ALL TRUSSES AND FRAMING MEMBERS PRIOR TO WORK. EQUIVALENT SIZE ROUND OR
RECTANGULAR DUCTS MAY BE USED.
MECHANICAL LEGEND
CEILING REGISTER
�Ar RAG -RETURN AIR GRILLE
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
SCALE: 114" = T-0"
EXISTING 3.0 TON
A/C CONDENSER
TO REMAIN
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PROJECT#: 211309. ARCH. RE V-
DATE: February 28, 2022
SCALE: AS SHOWN
DESIGNED BY: CH
DRAWN BY: JEM
CHECKED BY: CH
SHEET TITLE
MECHANICAL PLAN
mil.0
FILE CUPY
SHEET 60F6