HomeMy WebLinkAboutAPPROVED, A PLANS 2SITE WORK:
MASONRY:
FASTENERS:
ABBREVIATIONS:
1.
SOIL
1. MATERIALS
1. MATERIALS
A.
ALL WORK SHALL CONFORM TO THE FINAL GEOTECHNICAL REPORT AND THE FINAL GRADING PLAN ACCEPTED BY THE
A. WOOD CONNECTORS AND HOLD-DOWNS SHALL BE AS SPECIFIED IN THE DRAWINGS AND SHALL BE INSTALLED IN
A.
ALL HOLLOW LOAD BEARING CONCRETE BLOCK SHALL CONFORM TO ASTM C90, GRADE N, TYPE II.
AB
ANCHOR BOLT MATL MATERIAL
AUTHORITY HAVING JURISDICTION.
B.
COMPRESSIVE STRENGTH OF ALL CONCRETE MASONRY UNITS (CMU) SHALL BE 2000 PSI MINIMUM BASED ON THE NET CROSS
ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
AFF
ABOVE FINISHED FLOOR MAX MAXIMUM
B.
IF THE SOILS REPORT IS NOT AVAILABLE, SOIL BEARING CAPACITY IS ASSUMED TO BE A MINIMUM OF 1,800 PSF.
B. CONNECTORS FOR TRUSS TO TRUSS COMPONENTS SHALL BE SPECIFIED PER THE TRUSS MANUFACTURER.
SECTIONAL AREA.
ADJ
ADJACENT MECH MECHANICAL
C.
CONTRACTOR SHALL VERIFY COMPACTION REQUIREMENTS PRIOR TO THE EXECUTION OF WORK. DISCREPANCIES SHALL BE
C.
MORTAR SHALL BE TYPES AND SHALL CONFORM TO ASTM C270.
C. FASTENERS AND CONNECTORS USED ON UN -TREATED WOOD EXPOSED TO THE WEATHER SHALL BE HOT DIPPED GALVANIZED
ARCH
ARCHITECTURAL MIN MINIMUM
BROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONAL PRIOR TO COMMENCEMENT OF WORK.
OR STAINLESS STEEL.
D.
GROUTING SHALL BE AS SPECIFIED IN NOTES.
BLDG
BUILDING NTS NOT TO SCALE
D.
FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL OR COMPACTED FILL, FREE OR ORGANIC MATTER AND COMPACTED TO
D. FASTENERS AND CONNECTORS (INCLUDING TRUSS PLATES, NAILS, BOLTS, ANCHORS, ETC.) USED IN CONTACT WITH TREATED
2. EXECUTION
BM
BEAM O.C. ON CENTER
°
95/o OF THE MODIFIED PROCTOR, UNLESS OTHERWISE NOTED IN THE GEOTECHNICAL REPORT.
WOOD SHALL BE COMPATIBLE WITH THE TREATMENT METHOD AND AS FOLLOWS:
A.
ALL CONCRETE MASONRY UNITS SHALL BE LAID IN FULL SETTING BED AND IN RUNNING BOND UNLESS NOTED ON DRAWINGS.
BOT
BOTTOM OPT OPTIONAL
E.
THE SOILS WITHIN 15 FEET OF THE PROPOSED BUILDING PAD SHALL BE FREE OF ANY WOOD, VEGETATION. STUMPS,
B.
ALL EXTERIOR MASONRY WALLS SHALL HAVE 9 GAUGE "LADDER TYPE" HORIZONTAL REINFORCEMENT LOCATED EVERY 16" ON
a. WOOD TREATED WITH DOT SODIUM BORATE - MINIMUM G90 ZINC COATING
BRG
BEARING OSB ORIENTED STRAND BOARD
CARDBOARD, TRASH, OR OTHER DELETERIOUS MATERIAL.
"L" "T"
b. WOOD TREATED WITH ACQ-C OR ACQ-D OR OTHER BORATE (NON -DOT) - MINIMUM G185 ZINC COATING
CENTER VERTICAL. CORNERS SHALL USE PRE-FAB AND SECTIONS.
CJ
CONTROL101NT PLY PLYWOOD
F.
WATER MANAGEMENT ATTHE PERIMETER SHALL BE MAINTAINED AND SHALL INCLUDE:
C.
OVER All MASONRY OPENINGS AND WALLS ,PROVIDE PRE CAST LINTELS, CAST -IN -PLACE CONCRETE TIE BEAMS, BOND
C. FOR ALL OTHER TREATMENT - COMPLY WITH THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD SUPPLIER
CL
CENTERLINE PSI POUNDS PER SQUARE INCH
a. CONDENSATE DRAINS AND ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST 12" FROM BUILDING.
d. STAINLESS STEEL CONNECTORS MAY BE USED FOR ANY TYPES OF TREATED OR UNTREATED WOOD
CMU
CONCRETE MASONRY UNIT PSF POUNDS PER SQUARE FOOT
b. IRRIGATION / SPRINKLER SYSTEMS, INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 16"
BEAMS, OR OTHER HEADERS AS INDICATED ON DRAWINGS.
e. SEE CHART BELOW FOR NAIL SIZE CONVERSION WITH CONNECTOR CHARTS.
a. LINTELS AND BOND BEAMS SHALL BE REINFORCED AND FULLY GROUTED SOLID UNLESS OTHERWISE INDICATED ON
COL
COLUMN PT PRESSURE TREATED
OF BUILDING.
DRAWINGS.
TYPE DIAMETER
CONC
CONCRETE REINF REINFORCEMENT
C. LANDSCAPE SHALL BE INSTALLED AT LEAST 24" AWAY FROM BUILDING PERIMETER.
8d COMMON 0.131"
b. TIE -BEAMS SHALL BE REINFORCED AND POURED SOLID WITH CONCRETE
COND
CONDITION READ REQUIRED
G.
ANY FILL BROUGHT TO THE SITE SHALL MEET PROJECT REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.
• 10d / 12 COMMON 0.148"
C. VERTICAL REINFORCING AT OPENINGS SHALL BE AS INDICATED ON DRAWINGS.
CONT
CONTINUOUS RO ROUGH OPENING
2.
SOIL TREATMENT
16d COMMON 0.162"
D.
VERTICAL FILLED CELLS SHALL MEET THE FOLLOWING:
CONST
CONSTRUCTION RTU ROOFTOP UNIT
A.
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES BAITING
2. EXECUTION
CLG
CEILING SCH SCHEDULE
SYSTEMS, AND/OR PESTICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS.
a. HAVE A MINIMUM OF ONE #5 REBAR, LAPPED FOR FULL LENGTH OF FILLED CELL
A. HANGARS AND FRAMED COMPONENTS SHALL BE FURNISHED BY THE MANUFACTURER WITH NAILS FOR SPECIFIC USE AND
b. VERTICAL REINFORCING SHALL BE LAPPED TO FOUNDATION DOWEL EMBEDDED IN FOOTING.
DBL
DOUBLE SHTHG SHEATHING
B.
BOXED AREAS IN CONCRETE FLOORS FOR INSTALLATION OF TRAPS, ETC. SHALL BE MADE WITH PERMANENT METAL OR
INSTALLATION.
C. TERMINATE VERTICAL REINFORCING AT THE TOP WITH A STANDARD ACI HOOK, LAPPED TO HORIZONTAL
DIA
DIAMETER SIM SIMILAR
APPROVED PLASTIC FORMS. FORMS SHALL BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER
B. ALL PRE -MANUFACTURED CONNECTORS SHALL HAVE NAILS / SCREWS / ANCHORS INSTALLED IN ACCORDANCE WITH THE
REINFORCING IN BOND BEAM, TIE -BEAM, OR LINTEL.
DR
DOOR SMS SHEET METAL SCREWS
INITIAL TREATMENT.
d. REFER TO CONCRETE NOTES FOR GROUT AND REINFORCEMENT REQUIREMENTS.
CONNECTOR SCHEDULE AND MANUFACTURERS SPECIFICATIONS, FULLY DRIVEN.
DWG
DRAWING SP SOUTHERN YELLOW PINE
C.
PROVIDE VAPOR BARRIER IMMEDIATELY FOLLOWING SOIL TREATMENT.
E.
PROVIDE TEMPORARY BRACING FOR ALL CMU WALLS AND STEM WALLS DURING CONSTRUCTION.
C. ALL SOLE PLATES SHALL BE AS DESCRIBED HEREIN AND SHALL MEET THE FOLLOWING:
EA
EACH SPF SPRUCE PINE FIR
D.
A LICENSED PEST CONTROL COMPANY SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING DEPARTMENT AT
a. ALL ANCHOR BOLTS SHALL HAVE 2"x2"xl/8" PLATE WASHERS UNLESS NOTED OTHERWISE.
F.
PROVIDE MASONRY CONTROL JOINTS AS REQUIRED BY ACI 530.
EJ
EXPANSION JOINT STL STEEL
COMPLETION OF TREATMENT.
b. BOLTS SHALL BE LOCATED AT CORNERS AND JAMBS AND WITHIN 6" OF EACH END OR JOINT IN PLATE.
G.
IF DOWELS ARE MISPLACED OR MISSING, THE FOLLOWING REMEDIAL ACTION SHALL BE TAKEN AS APPROPRIATE:
ELECT
ELECTRICAL STR STRUCTURAL
E.
AFTER COMPLETION OF WORK, ALL LOOSE WOOD, CONSTRUCTION DEBRIS, AND ORGANIC MATERIAL SHALL BE REMOVED
a. IF THE WALL HAS NOT BEEN BUILT; DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE CORRECT LOCATION, INSTALL A 36"
C. PLATES LESS THAN 20 INCHES IN LENGTH SHALL HAVE ONE ANCHOR INSTALLED IN THE MIDDLE THIRD OF THE PLATE
FOR
ENGINEER OF RECORD SGD SLIDING GLASS DOOR
FROM WITHIN 16" OF BUILDING PERIMETER.
LONG #5 REBAR WITH N TIE "SET EPDXY". FOLLOW THE MANUFACTURERS REQUIREMENT REQUIRING
LENGTH.
EQUIP
EQUIPMENT SQ SQUARE
CLEANING THE HOLE ANDND MIXING THE EPDXY.
d. SLEEVE ANCHORS AND EXPANSION ANCHORS ARE NOT PERMITTED AT EXTERIOR WALLS.
FF
FINISH FLOOR T&G TONGUE AND GROOVE
b. IF THE WALL HAS BEEN BUILT: PRIOR TO LINTEL POUR OPEN THE WALL AT THE CORRECT LOCATION, APPROXIMATELY
D. REFER TO THE SOLE PLATE ANCHORAGE SCHEDULE ATTACHMENTS OF PLATE TO CONCRETE OR MASONRY.
FT
FOOT/ FEET TOB TOP OF BEARING
CONCRETE:
16" HIGH AND 14" WIDE ATTHE FLOOR, DRILL AND EPDXY THE REBAR AS DESCRIBED ABOVE, LAP VERTICAL STEEL TO
GA
GAUGE TYP TYPICAL
1.
MATERIALS
THE TIE OR BOND BEAM. FORM WALL AND POUR SOLID WITH GROUT, CONSOLIDATING AS NECESSARY.
GC
GENERAL CONTRACTOR LINO UNLESS OTHERWISE NOTED
H.
CURE MASONRY SURFACES FOR 3 DAYS.
DOORS AND WINDOWS:
GYP
GYPSUM VERT VERTICAL
A.
ALL WORK SHALL BE MIXED, PLACED, AND CURED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE ACI 318.
1. GENERAL
HGT
HEIGHT W/ WITH
B.
CONCRETE SHALL HAVE THE FOLLOWING SPECIFICATIONS UNLESS NOTED OTHERWISE:
A. THE DESIGN PRESSURES FOR THE DOORS AND WINDOWS SHALL BE NOT LESS THAN THE VALUES SHOWN IN THE SCHEDULE OR
HORIZ
HORIZONTAL WIC WALK IN CLOSET
AREA STRENGTH (PSI) SLUMP AGGREGATE SIZE
WOOD FRAMING COMPONENTS:
PLAN. THESE DESIGN PRESSURES ARE LISTED IN ALLOWABLE (ASD) WIND PRESSURES.
HB
HOSE BIB WD WOOD
" " " " SLAB 3,000 PSI (28 DAYS) 4-63/4- 2
LUMBER
B. ALL EGRESS WINDOWS SHALL MEET FBC SECTION 1029 OR FBC-R 310, AS APPLICABLE.
INS
INSULATION WWF WELDED WIRE FABRIC
FOOTER 3,000 PSI (28 DAYS) 4"-6" 3/4" - 2"
1. MATERIALS
C. GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH FBC-R 308.
KSI
KIPS PER SQUARE INCH W/O WITHOUT
C.
GENERAL CONTRACTOR SHALL SUBMIT MIX DESIGN TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO
A.
ALL WOOD AND WOOD CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS AND CODES INDICATED IN
D. OPENINGS FROM A PRIVATE GARAGE TO RESIDENCE SHALL MEET FBC-R 302.5.1.
MAS
MASONRY WDW WINDOW
PLACING ANY CONCRETE.
THE DESIGN CRITERIA:
E. SHUTTERS (IF INSTALLED) SHALL MEET FBC-R 301.2.1.2.
D.
MATERIAL FOR CONCRETE SHALL CONFORM TO THE FOLLOWING:
B.
LUMBER SHALL BE IN ACCORDANCE WITH THE NATIONAL GRADING RULES AND SHALL BEAR GRADE STAMP OF SPIB, OR OTHER
F. OPENING NOTATIONS
a. PORTLAND CEMENT- ASTM C150
ASSOCIATION RECOGNIZED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.
a. WIDTH (FEET INCHES) x HEIGHT (FEET INCHES). EXAMPLE: 21068 = 2'-10" WIDE x 6-8" TALL
b. AGGREGATES: COURSE AGGREGATE: ASTM C33 LIGHTWEIGHT: ASTM C330 FINE: ASTM C33
C.
LUMBER 2" OR LESS IN NOMINAL THICKNESS SHALL NOT EXCEED 19% IN MOISTURE CONTENT AT THE TIME OF INSTALLATION
b. TWIN OR DOUBLES: EXAMPLE (2) 3050 =TWO 3'-0" WIDE x 5'-0" TALL WINDOWS MULLED TOGETHER
E.
WATER SHALL BE FREE OF CONTAMINANTS, CLEAN AND POTABLE.
AND SHALL BE STAMPED "S-DRY", "K-D", OR "MC15". ALL LUMBER SHALL BE S4S.
2. MATERIALS
F.
WATER SHALL NOT BE ADDED TO THE MIX ONSITE UNLESS SPECIFICALLY APPROVED IN THE MIX DESIGN SPECIFICATIONS PER
D.
ALL ROOF FRAMING MEMBERS ABOVE THE CEILING LINE SHALL BE SOUTHERN PINE #2 GRADE OR BETTER.
A. THE EXTERIOR DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S NOTICE OF
Sheet List
THE SPECIFIED VOLUME.
E.
INTERIOR BEARING AND EXTERIOR WOOD FRAMED WALL SHALL BE SPF #2, OR BETTER, UNLESS NOTED OTHERWISE ON
APPROVAL (MIAMI NOA OR FBC APPROVAL).
-
Page No Sheet Name Sheet Number
G.
ADMIXTURES SHALL CONFORM TO THE MIX DESIGN.
DRAWINGS.
B. THE EXTERIOR DOORS AND WINDOWS MUST WITHSTAND THE IMPACT OF WIND BORNE MISSILES, OR SHALL BE PROTECTED
2.
TESTING
AND SAMPLING
F.
INTERIOR NON -BEARING WALL MAY BE 2x's WOOD OR LIGHT GAUGE METAL STUDS AT 24" ON CENTER.
WITH AN APPROVED IMPACT RESISTANT COVERING.
1 General Notes S-0
A.
ALL TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY IN ACCORDANCE WITH ASTM REQUIREMENTS. TEST
2. EXECUTION
C. EACH UNIT SHALL BEAR A LABEL WITH THE MANUFACTURER'S NAME AND DESIGN PRESSURES, WHICH SHALL REMAIN UNTIL
2 General Notes S-1
REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO FURTHER CONSTRUCTION.
A.
WOOD FASTENING SHALL BE SPECIFIED IN THE DRAWINGS.
FINAL INSPECTION IS PASSED BY LOCAL AUTHORITY HAVING JURISDICTION.
B.
THREE CYLINDER TEST SAMPLES SHALL BE MADE DURING EACH DAYS SEQUENCE PER EVERY 50 YARDS. TWO SLUMP TESTS (PER
B.
FASTENING NOT SPECIFICALLY IDENTIFIED ON DRAWINGS SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE.
D. ALL FENESTRATIONS (WINDOWS, DOORS, AND GLAZED BLOCK) SHALL COMPLY WITH THE FOLLOWING U FACTORS AND
3 Floor Plan - Main Residence A-1
ASTM C143) SHALL BE PERFORMED AND RECORDED FOR EACH BATCH, ONE AT THE BEGINNING AND ONE AT THE END.
C.
INTERIOR BEARING AND EXTERIOR WOOD FRAMED WALLS SHALL BE NOMINAL 4 INCHES WIDE SPACED AT 16" ON CENTER
S.H.G.C. (FBC-EC R402.3) OR PROVIDE A PERFORMANCE BASED ENERGY CODE (FBC E400.3).
4 Elevations - Main Residence A-2
a. ONE CYLINDER SHALL BE BROKEN AT 7 DAYS AND ONE AT 28 DAYS. RESERVE CYLINDER WILL BE NEEDED IF SECOND
MAXIMUM, UNLESS NOTED OTHERWISE ON THE DRAWINGS.
a. IMPACT GLAZING: U FACTOR = 0.65 MAXIMUM AND S.H.G.0 = 0.25 MAXIMUM
5 Floor Plan and Elevations -Accessory Structure A-3
TEST FAILS SPECIFICATIONS.
D.
ALL LUMBER IN CONTACT WITH CONCRETE/MASONRY/DIRT OR EXPOSED TO THE WEATHER SHALL BE NATURALLY DURABLE
b. NON -IMPACT GLAZING: U FACTOR = 0.40 MAXIMUM AND S.H.G.0 = 0.25 MAXIMUM
------- -
C.
SUBMIT TEST RESULTS TO ENGINEER OF RECORD WITHIN FIVE DAYS OF RESULTS.
MATERIALS OR PRESSURE TREATED.
E. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. FLUID APPLIED MEMBRANES SHALL MEET
6 Electrical Plan - Main Residence and Accessory Structure A-4
3.
GROUT
E.
DOUBLE TOP PLATES OF FRAMED WALLS SHALL BE LAPPED 24 INCHES MINIMUM.
AAMA 714. THE FLASHING SHALL EXTEND PASTTHE SURFACE OF THE EXTERIOR WALL FINISH. ALL LISTED PRODUCTS BELOW
7 Electrical Calcs, Riser and Mechanical Layout E-1
A.
GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI.
F.
USE LEGEND BELOW FOR CONVENTIONAL FRAME AND OVER -BUILT FRAMING MEMBERS AND CONNECTIONS, SPACING BELOW
ARE APPROVED ALONG WITH ADDITIONAL PRODUCTS THAT MEET OR EXCEED THEIR PERFORMANCE SPECIFICATIONS.
8 Foundation Plan -Main Residence S-2
B.
CONTRACTOR SHALL ADD PLASTICIZER TO GROUT MIXTURE
IS 24" ON CENTER.
a. LIQUID FLASHING: OSI QUAD FLASH, PROTECTOWRAP LWM200, OR TREMCO DYMONIC 100.
C.
FILL CMU CELLS SOLID WITH GROUT AT ALL UNITS RECEIVING REINFORCEMENT AND AS NOTED ON DRAWINGS AND SECTIONS.
RAFTER 2x4 SYP 2x6 SYP 2x8 SYP 2x10 SYP 2x12 SYP
3. EXECUTION
9 Roof Framing Plan - Main Residence S-3
D.
FILL SOLID FIRST COURSE BELOW CHANGE IN WALLTHICKNESS AND ATTOP OF ALL CMU WALLS.
MAX. SPAN 5'-0" 8'4" 12'-0" 15'-0" 1914"
A. PRIOR TO INSTALLATION, ALL FRAMES AND BUCKS SHALL BE CHECKED FOR RACK, TWIST, AND OUT OF SQUARE.
10 Foundation and Framing Plans - Accessory Structure S-4
E.
GROUT SHALL BE PLACED FLUSH TO THE TOP OF ALL LINTELS AND BOND BEAMS. CONSOLIDATE AND RE -CONSOLIDATE GROUT
G.
RIDGE AND VALLEY MEMBERS SHALL HAVE A NOMINAL DEPTH OF 2 INCH LARGER THAN RAFTERS AND SHALL BE TWO PLY FOR
B. FOLLOW FMA (FENESTRATION MANUFACTURERS ASSOCIATION) GUIDELINES FOR FLASHING ALL OPENINGS.
11 Wall Sections and Details S-5
WITH VIBRATOR FOR FULL HEIGHT OF FILLED CELLS, BOND BEAMS, AND LINTELS.
MEMBERS LONGER THAN 16'-0".
a. CAULK ALL INSIDE CORNERS OF OPENINGS WITH AN APPROVED SEALANT.
4.
REINFORCING
H.
HEADERS SHALL BE AS SPECIFIED IN HEADER SCHEDULE WITH STUDS AND STRAPPING SPECIFIED HEADERS SHALL BE
b. APPLY AN APPROVED FLASHING TO ALL FOUR SIDES OF OPENINGS.
12 Details S-6
A.
REINFORCING SHALL HAVE GRADE IDENTIFICATION MARKS AND SHALL CONFORM TO ASTM A615, GRADE 60.
SOUTHERN PINE #2 OR BETTER, MINIMUM HEADER UNLESS NOTED OTHERWISE SHALL BE (2) 2x12.
C. APPLY A HEAVY, UNINTERRUPTED BEAD OF APPROVED SEALANTTO THE BUCKS PRIOR TO ATTACHING TO THE
13 Details S-7
B.
REINFORCING SHALL BE FREE OF RUST, SCALE OR OTHER BOND REDUCING COATINGS.
I.
A BUILT UP OR SOLID SAWN COLUMN SHALL BE INSTALLED UNDER GIRDERS AND / OR BEAMS IN BEARING WALLS AS NOTED
OPENING PER WINDOW / DOOR DETAILS.
C.
REINFORCING SHALL BE PLACED IN CONCRETE TO PROVIDE MINIMUM COVERAGE IN ACCORDANCE WITH ACI 318 OR AS
ON DRAWINGS.
d. SEAL BUCKS WITH AN APPROVED FLASHING MATERIAL.
INDICATED IN THE DRAWINGS.
e. INSTALL DOOR / WINDOW AND APPLY BEAD OF APPROVED SEALANT AROUND PERIMETER.
GENERAL NOTES:
a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3"
SHEATHING:
C. APPROVED CORROSION RESISTANT FLASHING SHALL BE APPLIED IN SHINGLE FASHION IN A MANNER TO PREVENT ENTRY OR
b. CONCRETE EXPOSED TO EARTH OR WEATHER - 1.5"
1. MATERIALS
PENETRATION OF WATER TO THE BUILDINGS STRUCTURAL FRAMING COMPONENTS.
1.
DESIGN CODE
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND - 3/4"
A.
SHEATHING SHALL BE IN ACCORDANCE WITH PS 1-09 / ANSI A 199.1. ALL SHEETS SHALL BEAR APPROPRIATE GRADING STAMP
D. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH.
A. TO THE BEST OF THE DESIGN PROFESSIONALS KNOWLEDGE, THESE DOCUMENTS HAVE BEEN PREPARED WITH AND ARE IN
D.
MINIMUM LAP SPLICE (UNLESS NOTED OTHERWISE)
OF APA AND SPAN RATING.
COMPLIANCE WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS
BAR SIZE MASONRY CONCRETE
B.
SHEATHING SHALL NOT EXCEED 19% MOISTURE CONTENT WHEN INSTALLED. DO NOT INSTALL VAPOR/MOISTURE BARRIERS
DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES. THESE
1500 PSI 2000 PSI 3000 PSI 4000 -5000 PSI
ON SHEATHING AFTER A RAIN EVENT UNTIL THE MOISTURE CONTENT DROPS BELOW 19%.
Digitally slgnE
DOCUMENTS MEET OR EXCEED THE REQUIREMENTS OF:
#4 24" 21" 27" 15"
C.
FLOOR SHEATHING SHALL BE A MINIMUM OF 23/32" 24/16 SPAN RATED STRUCTURAL SHEATHING FOR 16" ON CENTER
Terence lJ Terence
a. 2020 FLORIDA BUILDING CODE, SEVENTH EDITION, BUILDING, FBC.
#5 30" 26" 21" 19"
SPACING OR 48/24 FOR SPACING GREATER THAN 16" ON CENTER.
y
b. 2020 FLORIDA BUILDING CODE, SEVENTH EDITION, RESIDENTIAL, FBC-R.
#6 36" 31" 26" 22"
D.
WALL SHEATHING SHALL BE 24/16 SPAN RATED STRUCTURAL SHEATHING.
Schlltt
c. 2020 FLORIDA BUILDING CODE ENERGY, FBC-E.
#7 42" 46" 37" 32"
E.
ROOF SHEATHING SHALL BE AS NOTED IN THE ROOF SHEATHING AND ATTACHMENT SCHEDULE.
Date: 2021.04
Schl
d. 2020 FLORIDA MECHANICAL CODE, FBC-M.
#8 48" 53" 43" 37"
2. EXECUTION
''tt
e. 2017 NATIONAL ELECTRIC CODE, NEC.
E.
ACCURATELY PLACE AND SUPPORT REINFORCING WITH CHAIRS, BAR SUPPORTS, SPACERS, OR HANGERS AS RECOMMENDED
A.
SHEATHING SHALL HAVE 1/$" GAP AT ALL EDGES FOR EXPANSION AND CONTRACTION AT ALL EDGES UNLESS NOTED
13:05:08 -04'0
f. 2020 FLORIDA PLUMBING CODE, FBC-P.
BY ACI DETAILING MANUAL.
OTHERWISE.
g. 2020 FUEL GAS CODE, FBC-FG.
F.
PLACE (1) ONE ACI STANDARD LAP SPLICE BAR, OF THE SAME SIZE AS FOUNDATION REINFORCING, LOCATED AT THE OUTSIDE
B.
FLOOR SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR SUPPORTS GLUED AND SCREWED WITH #10
h. FLORIDA FIRE PREVENTION CODE, SEVENTH EDITION, FFPC.
BAR OF FOUNDATION CORNERS.
SCREWS AT 6" ON CENTER.
i. NATIONAL FIRE PROTECTION ASSOCIATION, NFPA.
G.
ENGINEER ASSUMES NO RESPONSIBILITY FOR EXPANSION/CONTRACTION CRACKS THAT MAY APPEAR IN CONCRETE SLABS. THE
C.
ROOF SHEATHING SHALL BE FASTENED AS SPECIFIED IN THE DRAWINGS. ADD BLOCKING AT ALL PANEL EDGES IN ZONE 3
2.
DESIGN CRITERIA
USE OF WELDED WIRE MESH AND/OR FIBER MESH WILL GREATLY REDUCE RISK OF THESE TYPES OF CRACKS. THE USE OF
(CORNERS).
A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 318 AND 332.
DIAGONAL STEEL AT RE-ENTRANT CORNERS IS HIGHLY RECOMMENDED BUT NOT REQUIRED UNLESS NOTED ON THE
B. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/530.1: AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE); TMS
FOUNDATION PLAN. SLAB CRACKS ARE TYPICALLY EXPECTED AND PREVENTATIVE MEASURES SHALL BE TAKEN TO
402.
ISOLATE/CONTROL AND CRACKS THAT MAY AFFECT ARCHITECTURAL FINISHES.
PRE-ENGINEERED WOOD TRUSSES:
C. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318.
H.
WELDED WIRE MESH, IF USED, SHALL BE IN ACCORDANCE WITH ASTM A85 AND SHALL BE 6x6-W1.4xW1.4, UNLESS NOTED
1. GENERAL
D. ALL WOOD FRAMING SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS LISTED IN THE FLORIDA BUILDING CODE OF THE
OTHERWISE ON DRAWINGS.
A.
NO MODIFICATIONS TO THE TRUSS LAYOUT SHOWN ON THIS PLAN SHALL BE MADE WITHOUTTHE APPROVAL OF THE
FOLLOWING REFERENCED DOCUMENTS:
a. INSTALL WELDED WIRE MESH IN THE MIDDLE OF THE SLAB AND SUPPORT WITH APPROVED MATERIALS OR
ENGINEER OF RECORD.
1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BY THE AMERICAN WOOD FOREST AND
SUPPORTS AT SPACING NOT TO EXCEED THREE FEET ON CENTER OR IN ACCORDANCE WITH THE MANUFACTURERS
B.
ALL TRUSSES AND TRUSS DETAILS SHALL BE DESIGNED, SPECIFIED, AND CERTIFIED BY THE REGISTERED ENGINEER OF THE TRUSS
PAPER ASSOCIATION (AFPA)
SPECIFICATION.
MANUFACTURER.
2. TIMBER CONSTRUCTION MANUAL BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
b. LAP ALL JOINTS IN WELDED WIRE MESH 12 INCHES.
C.
TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER.
3. NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES (ANSI:TPI-1 BY TRUSS PLATE
I.
FIBER MESH, IF USED IN LIEU OF WELDED WIRE MESH SHALL BE 2.1 LBS PER CUBIC YARD UNLESS NOTED OTHERWISE.
D.
TRUSS MANUFACTURER SHALL VERIFY ALL DIMENSIONS AND SUBMIT SHOP DRAWINGS WITH CALCULATIONS SIGNED BY A
INSTITUTE (TPI))
FLORIDA REGISTERED TRUSS ENGINEER TO THE ENGINEER OF RECORD AND GENERAL CONTRACTOR FOR APPROVAL PRIOR TO
4. GUIDE TO WOOD PRACTICE FOR HANDLING INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD
FABRICATION.
TRUSSES (BCSI 1: BY TPI AND WTCA)
S.
PLACEMENT AND FINISHING
E.
TRUSS DESIGN AND FABRICATION SHALL COMPLY WITH TRUSS PLATE INSTITUTE (TPI).
5. ROOF AND WALL SHEATHING SHALL BE IN ACCORDANCE WITH APA PS1-95 OR NER-108D.
A.
ALL CONCRETE PLACED UNDER ROOF PROTECTION SHALL BE PLACED OVER 6 MIL POLYETHYLENE VAPOR BARRIER, LAPPED 8
F.
TRUSS MANUFACTURER TO FOLLOW GABLE END DETAIL FOR ADDITIONAL LOADING REQUIREMENTS (AS OCCURS).
6. AMERICAN WOOD PROTECTION ASSOCIATION STANDARDS.
INCHES MINIMUM WITH ALL SEAMS TAPED UNLESS NOTED OTHERWISE.
2. MATERIALS
3.
DESIGN LOADS
B.
PLACE ALL EMBEDDED ITEMS (ANCHOR BOLTS, DOWELS, ETC.) IMMEDIATELY PRIOR TO PLACEMENT OF CONCRETE OR DURING
A.
TRUSS MANUFACTURER SHALL DESIGN ALL TRUSSES AND TRUSS COMPONENTS FOR LOADS SPECIFIED IN NOTES.
A. ROOF DEAD LOAD:
CONCRETE OPERATIONS.
B.
TRUSSES SHALL BE DELIVERED TO THE PROJECT SITE WITH THE FOLLOWING MINIMUM DOCUMENTATION SUPPLIED BY THE
a. TOP CHORD (ROOF) 17 PSF (SHINGLE)
C.
PROTECT ALL CONCRETE FROM DAMAGE AFTER PLACEMENT.
TRUSS MANUFACTURER.
b. BOTTOM CHORD (CEILING) 10 PSF (GYPSUM)
D.
CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCHING UNLESS MIX DESIGN SPECIFIES OTHERWISE.
a. GABLE END BRACING DETAILS AND RECOMMENDATIONS
B. ROOF LIVE LOAD: 20 PSF
E.
CONCRETE SHALL BE PLACED WITHIN THE SLUMP LIMITS SPECIFIED IN THE DESIGN MIX.
b. LATERAL BRACING AND RESTRAINT DETAILS
C. DEAD LOAD FOR UPLIFT CALCULATION: 10 PSF
F.
WATER ADDED AT THE SITE SHALL BE KEPT TO A MINIMUM AND WITHIN THE SPECIFIED SLUMP. RUN MIXER FOR THIRTY
C. CONTINUOUS LATERAL BRACING (CLB) INSTALLATION REQUIREMENTS
D. ATTIC LIVE LOAD 10 PSF
REVOLUTIONS AT 8-12 RPM FOLLOWING THE ADDITION OF WATER AT THE SITE.
d. PIGGYBACK INSTALLATION DETAILS
4.
STRUCTURE SPECIFICATION
G.
CONCRETE SHALL NOT BE PLACED DURING RAIN. FOLLOWING PLACEMENT OF CONCRETE, PROTECT FROM RAIN PRIOR TO
e. CONVENTIONAL FRAMED VALLEY DETAIL
A. BUILDING OCCUPANCY CATEGORY: II
INITIAL SET.
f. TOE NAIL DETAIL FOR JACK TRUSSES
B. CONSTRUCTION TYPE: V-B
H.
PLACEMENT SHALL BE CONTINUOUS UNTIL ALL WORK IS COMPLETED.
g. TWO PLY CONNECTION DETAIL
C. OCCUPANCY CLASSIFICATION: R-3
I.
DO NO USE CONTAMINATED, DETERIORATED, OR RETEMPERED CONCRETE.
3. EXECUTION
D. WIND SPEED
J.
THOROUGHLY WORK CONCRETE AROUND REINFORCING BARS.
A.
ERECTION OF TRUSSES SHALL BE IN ACCORDANCE WITH THE BUILDING COMPONENTS SAFETY INFORMATION PUBLICATION,
a. ULTIMATE (LRFD) = 160 MPH
K.
PLACE CONCRETE TO GRADES AND ELEVATIONS REQUIRED FOR PROJECT.
BCSI 1-15. THE ERECTION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER WOOD TRUSS HANDLING AND FOR PROPER
b. ALLOWABLE (ASD) = 124 MPH
L.
REMOVE ALL GRADE STAKES AFTER PLACEMENT OF CONCRETE.
TEMPORARY AND PERMANENT BRACING. TRUSSES SHALL BE MAINTAINED IN PROPER ALIGNMENT AND SHALL NOT BE
E. WIND EXPOSURE CATEGORY: C
M.
AT SLABS GREATER THAN 20 FEET IN ANY DIRECTION
STRUCTURALLY DAMAGED.
F. ENCLOSURE CLASSIFICATION: ENCLOSED
a. PROVIDE SAW CUT CONTROL JOINTS IN CONCRETE AFTER INITIAL SET AND PRIOR TO HARDENING
B.
TRUSSES ARE NOT SAFE OR STABLE UNTIL ALL SHEATHING, CONNECTORS, AND BRACING HAS BEEN INSTALLED. CONTRACTOR
G. INTERNAL PRESSURE COEFFICIENT: +/-0.18
b. SAWCUT JOINTS SHALL BE 1/3 THE DEPTH OF THE SLAB.
SHALL NOT REMOVE SHORING UNTIL SYSTEM IS COMPLETE.
H. WIND-BORNE DEBRIS AREA: YES
C. ANY SLAB EXCEEDING 20 FEET SHALL BE DIVIDED AT ALL CORNERS AND SHALL EXTEND IN EACH 90 DEGREE
C.
TRUSSES SHALL BE INSTALLED AS INDICATED IN THE LAYOUT SUPPLIED BY THE TRUSS MANUFACTURER AND NOT GREATER
I. REFER TO DRAWINGS FOR STRUCTURE HEIGHT AND AREA
DIRECTION.
THAN 24" ON CENTER.
J. STRUCTURAL LOADS AND DESIGN PRESSURES LISTED IN THESE PLANS ARE ALLOWABLE (ASD) UNLESS NOTED OTHERWISE.
N.
PROVIDE SURFACE FINISH REQUIRED FOR INTENDED FINAL APPLICATION.
D.
PERMANENT 2x4 HORIZONTAL BRACING SHALL BE INSTALLED ON TOP OF THE BOTTOM CHORDS OF ALL ROOF TRUSSES WITH
5.
PROJECT REQUIREMENTS:
O.
SILL PLATE ANCHORS SHALL BE AS SPECIFIED IN SPECIFICATIONS.
SPANS GREATER THAN 10'. BRACING SHALL BE NAILED WITH (2) 10d NAILS AT EACH TRUSS AND SPACED NO MORE THAN 10'
A. THESE PLANS SHALL REMAIN ON THE PROJECT AT ALL TIMES.
P.
CONSOLIDATE CONCRETE THOROUGHLY DURING CONCRETE OPERATIONS.
ON CENTER.
B. THE CONTRACTOR AND SUB -CONTRACTORS SHALL STRICTLY ADHERE TO ALL APPLICABLE CODES DURING THE COURSE OF
Q.
CURE CONCRETE FOR THREE DAYS TO MINIMIZE SHRINKAGE CRACKS.
E.
FLOOR FRAMING SHALL BE PRE-ENGINEERED FLOOR TRUSSES OR MANUFACTURED LUMBER SPACED AT 24" ON CENTER
CONSTRUCTION, INCLUDING ALL STATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING AND
MAXIMUM, UNLESS NOTED OTHERWISE ON DRAWINGS.
FIRE CODES, AS WELL AS ANY APPLICABLE HOMEOWNER ASSOCIATION REQUIREMENTS.
F.
FLOOR FRAMING SHALL BE LOCATED TO ACCOMMODATE MECHANICAL AND ELECTRICAL LAYOUT.
C. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN PROFESSIONAL OF RECORD OF
ANY DISCREPANCIES OR CONFLICT WITH APPLICABLE CODES PRIOR TO CONSTRUCTION.
D. THE ARCHITECT/ ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANS AND METHODS OF
CONSTRUCTION, TECHNOLOGIES OR THE FAILURE OF THE CONTRACTOR TO COMPLETE THE WORK IN ACCORDANCE WITH
DRAWINGS, SPECIFICATIONS OR THE RELATED CODES.
E. THE CONTRACTOR SHALL FULLY REVIEW ALL ITEMS CONTAINED IN THE DRAWINGS AND SHALL COORDINATE ALL DIMENSIONS,
LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, EMBEDS, SLEEVES, ETC.
F. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCING. THE GENERAL
CONTRACTOR IS RESPONSIBLE FOR HIRING A DESIGN PROFESSIONAL FOR TEMPORARY SHORING OR LIFTING PROGRAMS.
G. NOTES, DETAILS, AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW
GENERAL REQUIREMENTS THROUGHOUT. "TYPICAL" DETAILS SIMPLY REFER TO ALL CONDITIONS TREATED SIMILARLY.
CONTRACTOR SHALL MAKE MINOR MODIFICATIONS TO ACCOMMODATE MINOR SIMILAR VARIATIONS.
H. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES OR MODIFICATIONS WITHOUT EXPRESSED WRITTEN APPROVAL OF
THE ENGINEER OF RECORD IN ADVANCE.
Project Number:
20R026
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General Notes
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STUCCO FINISHES:
1. GENERAL
A. STUCCO SHALL MEET ASTM C926 AND ASTM C1063.
B. STUCCO LATH SHALL BE 3/8-'RIB GALVANIZED AND 3.5 LB/YD3.
C. CEMENTITIOUS FINISH SHALL BE AS NOTED BELOW:
a./z" THICK (FINISH) OVER MASONRY AS A TWO COAT SYSTEM
b. S/8" THICK (FINISH) OVER CEILING SHEATHING AS A TWO COAT SYSTEM
C. '/," THICK (FINISH) OVER WALL SHEATHING AS A THREE COAT SYSTEM
D. TEXTURE STUCCO PER OWNER.
2. MATERIALS
A. STUCCO ACCESSORIES (WEEP SCREED, EXPANSION JOINTS, CORNERS AND TRIM) SHALL BE PVC UNLESS NOTED OTHERWISE.
3. EXECUTION
A. PRIOR TO INSTALLATION, ALL FRAMING MEMBERS SHALL BE STRAIGHT AND TRUE WITHIN
B. ADD CONTROL JOINTS WITH BLOCKING WHERE WALL OR CEILING EXCEEDS FIFTY LINEAL FEET.
C. INSTALL CEILING BOARDS PERPENDICULAR TO THE FRAMING MEMBERS WITH 1/8" GAP AT ALL EDGES.
D. FASTENERS SHALL BE LOCATED NOT LESS THAN 3/8" FROM THE EDGE OR END AND SHALL BE DRIVEN SO THE HEADS ARE
SLIGHTLY BELOW THE SURFACE WITHOUT BREAKING THE FACE PAPER, FRACTURING THE CORE, OR STRIPPING THE FRAMING
MEMBER.
E. CEILING SCREWS SHALL BE SPACED AT 6" ON CENTER MAXIMUM. STUCCO LATH SHALL BE ATTACHED TO THE FRAMING
MEMBERS AT 6" ON CENTER MAXIMUM. SCREWS USED TO ATTACH METAL PLASTER BASE TO HORIZONTAL AND VERTICAL
WOOD FRAMING MEMBERS SHALL PENETRATE NOT LESS THAN 5/$" INTO THE MEMBER WHEN THE LATH IS INSTALLED AND
SHALL ENGAGE NOT LESS THAN THREE STRANDS OF LATH. WHEN INSTALLING RIB LATH, THE SCREW SHALL PASS THROUGH,
BUT NOT DEFORM, THE RIB.
F. CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED TO DELINEATE AREAS NOT MORE THAN 100 SQUARE
FEET FOR ALL HORIZONTAL APPLICATIONS. THE DISTANCE BETWEEN CONTROLJOINTS SHALL NOT EXCEED 18 FEET IN EITHER
DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING
FRAMING OR FURRING CHANGES DIRECTION. A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN
THE BASE EXTERIOR WALL.
G. INSTALL A DRIP EDGE AT BOTTOM OF BEAMS OR VERTICAL OFFSETS AS REQUIRED.
H. ALLOW STUCCO TO FULLY CURE PRIOR TO PRIMING AND PAINTING, OR APPLY HOT STUCCO PRIMER ACCORDING TO
MANUFACTURERS SPECIFICATIONS.
INSULATION, VENTILATION, AND FINISHES:
1. GENERAL
A. THERMAL AND SOUND INSULATING MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 720 AND FBCR
B. WHERE ATTIC AREAS HAVE A VERTICAL HEIGHT MORE THAN 30 INCHES, AN ATTIC ACCESS SHALL BE PROVIDED THAT MEETS FBC
R807 MEASURING 22 INCHES BY 30 INCHES MINIMUM.
C. THE INSTALLATION OF GYPSUM PRODUCTS SHALL MEET THE GYPSUM ASSOCIATIONS "APPLICATION AND FINISHING OF GYPSUM
PANEL PRODUCTS" GA-216 MOST RECENT EDITION.
D. MAIN HOUSE ATTIC SPACE: UNDER SECTION 104.11 ALTERNATIVE MATERIALS, DESIGN AND METHODS OF CONSTRUCTION AND
EQUIPMENT OF THE 2017 FLORIDA BUILDING CODE "ICYNENE" R-20 INSULATION SYSTEM WILL BE INSTALLED IN A NON -VENTED
ATTIC SPACE - THE "ICYNENE R-20" SHALL BE INSTALLED AS PER I.C.C. EVALUATION SERVICE, INC. REPORT ICC-ES (ESR-1826)
REISSUED FEBRUARY, 2020, SECTION 4.4.1. THIS PROJECT SHALL HAVE THE TOP CHORD OF THE TRUSSES ABOVE THE PORCHES
AND GARAGE INSULATED IN ADDITION TO THE MAIN CONDITIONED SPACE. IF THIS ASSEMBLY WILL REQUIRE AN IGNITION
BARRIER THEN THE IGNITION BARRIER CHOICES ARE:
a. NO BURN PLUS XD AT A MINIMUM THICKNESS OF 6 WET MILS (0.15 MM) [4 DRY MILS (0.10 MM) DRY FILM THICKNESS],
APPLIED AT A RATE OF A GALLON (1.5 L) PER 100 SF (9.2 SQ. M) OR
b. DC 315 AT A MINIMUM THICKNESS OF 4 WET MILS (0.10 MM) [3 DRY MILS], APPLIED AT A RATE OF 0.3 GALLON (1.1 L)
PER 100 SQ. FEET (9.2 SQ. M).
E. UNVENTED ATTICS SHALL MEET FBCR-806.5.
F. ACCESSORY STRUCTURE ATTIC SPACE: THIS PROJECT SHALL HAVE 1/150 OF THE AREA OF THE VENTED SPACE IN THE SOFFIT AREA
FOR A MINIMUM OF 7.33 SQUARE FEET.
2. MATERIALS
A. INSULATION SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS UNLESS NOTED OTHERWISE ON THE WALL SECTIONS OR
ENERGY CALCULATIONS:
a. CEILING R-VALUE = 38
b. WALL R-VALUE: WOOD FRAME = 13, MASONRY = 3/4
C. FLOOR R-VALUE = 13, BASEMENT = 0, SLAB = 0
B. WALLS AND CEILING IN HALLWAYS AND CORRIDORS SHALL HAVE CLASS B INTERIOR FINISH.
C. WALLS AND CEILINGS IN ROOMS AND ENCLOSED SPACES SHALL HAVE CLASS C INTERIOR FINISH.
D. GYPSUM SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS PER AREA:
a. STRAIGHT WALLS - ONE LAYER OF 1/2" GYPSUM BOARD
b. CURVED WALLS - TWO LAYERS OF 1/4" GYPSUM BOARD
C. TYPICAL CEILINGS - 1/2" GYPSUM BOARD
d. CEILINGS ABOVE GARAGE WITH HABITABLE SPACE ABOVE - 5/8" TYPE X GYPSUM BOARD
E. CONCEALED INSULATING MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED
INDEX OF NOT MORE THAN 450.
F. INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH NFPA 101 SECTION 10.2 AND FBC TABLE 803.11 WITH SMOKE
DEVELOPED INDEX 0-450.
a. CLASS A: FLAME SPREAD INDEX 0-25
b. CLASS B: FLAME SPREAD INDEX 26-75
C. CLASS C: FLAME SPREAD INDEX 76-200
3. EXECUTION
A. INSTALL GYPSUM CEILING BOARDS PERPENDICULAR TO THE FRAMING MEMBERS OR TIGHTEN THE FASTENER SPACING BY 30
PERCENT.
B. PRIOR TO INSTALLATION, ALL FRAMING MEMBERS SHALL BE STRAIGHT AND TRUE WITHIN 1/8".
C. GYPSUM PRODUCTS APPLIED TO WALLS SHALL HAVE A 1/4" MINIMUM GAP AT THE FLOOR.
D. ADD CONTROL JOINTS WITH BLOCKING WHERE WALL OR CEILING EXCEEDS FIFTY LINEAL FEET.
E. FASTENERS SHALL BE LOCATED NOT LESS THAN 3/g" FROM THE EDGE OR END AND SHALL BE DRIVEN SO THE HEADS ARE SLIGHTLY
BELOW THE SURFACE WITHOUT BREAKING THE FACE PAPER, FRACTURING THE CORE, OR STRIPPING THE FRAMING MEMBER.
F. FASTENERS SHALL PENETRATE THE FRAMING MEMBERS BY NOT LESS THAN THE AMOUNT BELOW UNLESS NOTED OTHERWISE IN
FIRE RATED OR STRUCTURAL WALLS:
a. NAILS ='/8" MIN.
b. SCREWS ='/8" MIN.
C. STAPLES = 5/8" MIN.
G. FASTENER SPACING SHALL BE LOCATED PER THE TABLE BELOW UNLESS NOTED OTHERWISE:
CEILINGS NON -BEARING WALLS LOAD -BEARING WALLS
NAILS 7" O.C. 12" O.C. 6" O.C.
NAILS W/ADHESIVE 12" O.C. 16" O.C. 12" O.C.
SCREWS 12" 12" O.C. 6" O.C.
ELECTRICAL: SCREWS W/ADHESIVE 16" O.C. 24" O.C. 16" O.C.
1. GENERAL
A. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL LAYOUT OF ELECTRICAL SYSTEMS. THIS ELECTRICAL DESIGN IS
INTENDED TO BE A COMPLETE AND WORKABLE ELECTRICAL SYSTEM WITH ALL MISCELLANEOUS PARTS, WHETHER SHOWN OR
NOT, TO BE INCLUDED. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING THE PROJECT OR
STARTING INSTALLATION.
2. MATERIALS
A. ALL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS OF THE MATERIAL, THE MANUFACTURER'S
INSTRUCTIONS OR THE NFPA 70 WHICHEVER IS MORE RESTRICTIVE.
B. ALL EQUIPMENT AND MATERIALS PROVIDED SHALL BE NEW AND IN CONFORMANCE WITH APPLICABLE PROVISIONS OF NEMA,
ANSI, U.L., ETC. AND SHALL BEAR AN UNDERWRITERS LABEL WHERE APPLICABLE.
C. RECEPTACLES INSTALLED ON 15- AND 20-AMPERE BRANCH CIRCUITS SHALL BE OF THE GROUNDING TYPE.
D. ALL FIXTURES INSTALLED IN WET OR DAMP LOCATIONS SHALL MEETTHE REQUIREMENTS OF NEC ARTICLE 410.10.
E. LIGHT FIXTURES WITHIN CLOTHES CLOSETS SHALL MEET THE REQUIREMENTS OF NEC ARTICLE 410.16.
F. AT LEAST ONE 20 AMP CIRCUIT SHALL BE PROVIDED FOR THE LAUNDRY AREA AND SHALL HAVE NO OTHER RECEPTACLES.
G. PROVIDE AT LEAST TWO 20 AMPERE SMALL APPLIANCE BRANCH CIRCUITS AT THE KITCHEN, BREAKFAST, AND DINING AREAS
AND SHALL HAVE NO OTHER RECEPTACLES.
H. SMOKE DETECTORS SHALL BE COMBINATION CARBON MONOXIDE DETECTORS.
3. EXECUTION
A. INSTALLATION AND CONSTRUCTION METHODS SHALL COMPLY WITH THE NEC.
B. ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER.
C. ALL WIRING SHALL BE SO INSTALLED THAT WHEN COMPLETED, THE SYSTEM WILL BE FREE FROM SHORT CIRCUITS AND FROM
GROUNDS OTHER THAN AS REQUIRED OR PERMITTED IN NEC ARTICLE 250.
D. ALL ELECTRICAL SYSTEMS, CIRCUITS, FIXTURES AND EQUIPMENT SHALL BE GROUNDED IN A MANNER COMPLYING WITH
ARTICLE 250 OF THE NEC.
E. SMOKE DETECTORS SHALL BE HARDWIRED INTO AN AC ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A
MONITORED BATTERY BACK-UP. SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF
ONE ALARM WILL ACTIVATE ALL OF THE ALARMS.
F. IF EQUIPMENT IS LOCATED IN THE ATTIC, A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY
OPENING AND A RECEPTACLE OUTLET SHALL BE INSTALLED NEAR THE APPLIANCE LOCATION.
G. ALL 115-VOLT, SINGLE PHASE, 15 AND 20 AMPERE RECEPTACLES INSTALLED IN THE FOLLOWING LOCATIONS SHALL HAVE
GROUND FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONS: KITCHENS, BATHROOMS, GARAGES, SUNROOMS,
PORCHES, AND OUTDOORS.
H. ALL CONDUCTORS CLOSER THAN 11/4" TO THE EDGE OF FRAMING MEMBERS SHALL BE PROTECTED WITH A STEEL PLATE AT
LEAST 1/16" IN THICKNESS.
I. ALL 125-VOLT, SINGLE-PHASE 15 & 20 AMPERE BRANCH CIRCUITS OR DEVICES INSTALLED IN DWELLING UNITS SHALL BE
PROTECTED BYA LISTED ARC -FAULT CIRCUIT INTERRUPTER. EXCEPTION IS A CIRCUIT SUPPLYING POWER ONLY TO AFIRE
ALARM SYSTEM.
J. ALL 125-VOLT, SINGLE-PHASE 15 & 20 AMPERE RECEPTACLES INSTALLED IN THE FOLLOWING LOCATIONS SHALL HAVE GROUND
FAULT INTERRUPTER PROTECTION: BATHROOMS, GARAGES & ACCESSORY BUILDINGS, OUTDOORS, CRAWL SPACES,
UNFINISHED BASEMENTS, KITCHENS, WITHIN 6' OF A SINK, BOATHOUSES, WITHIN 6' OF A BATHTUB OR SHOWER STALL,
LAUNDRY AREAS.
K. ALL TEMPORARY WIRING INSTALLATIONS SHALL HAVE LISTED GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION.
L. THE LOCATION OF EACH FIXTURE, RECEPTACLE, SWITCH, APPLIANCE, ETC., SHALL BE REVIEWED BY THE CONTRACTOR, OWNER,
AND ALL SUBCONTRACTORS TO AVOID CONFLICTS WITH CLEARANCE AND TOLERANCES PRIOR TO INSTALLATION.
MECHANICAL AND PLUMBING:
1. GENERAL
A. THE CONTRACTOR SHALL SUBMIT ENERGY CALCULATIONS WHICH ARE DIAGRAMMATIC AND INDICATE GENERAL LAYOUT OF
MECHANICAL SYSTEMS. THE MECHANICAL DESIGN IS INTENDED TO BE A COMPLETE AND WORKABLE SYSTEM WITH ALL
MISCELLANEOUS PARTS, WHETHER SHOWN OR NOT, TO BE INCLUDED. THE CONTRACTOR SHALL FIELD VERIFY EXISTING
CONDITIONS PRIOR TO BIDDING THE PROJECT OR STARTING INSTALLATION.
B. THE TOTAL VOLUME OF AIR CONDITIONED SPACE IN THIS PLAN IS APPROXIMATELY 24,883 CUBIC FEET.
C. A POTABLE WATER SUPPLY SYSTEM SHALL BE DESIGNED, INSTALLED, AND MAINTAINED IN SUCH A MANNER SO AS TO
PREVENT CONTAMINATION FROM NON -POTABLE SOURCES BEING INTRODUCED THROUGH CROSS -CONNECTIONS OR ANY
OTHER PIPING CONNECTIONS TO THE SYSTEM. BACKFLOW PREVENTER APPLICATIONS SHALL CONFORM TO FPC TABLE 608.1.
2. MATERIALS
A. ALL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS OF THE MATERIAL, OR THE MANUFACTURER'S
INSTRUCTIONS WHICHEVER IS MORE RESTRICTIVE.
B. WATER DISTRIBUTION PIPE SHALL CONFORM TO THE NSF 61 AND THE FBC. PLUMBING TABLE 603.4 ALL HOT WATER
DISTRIBUTION PIPE AND TUBING SHALL HAVE A MINIMUM PRESSURE RATING OF 100 PSI AT 180 DEGREES F.
C. PIPE PASSING THROUGH CONCRETE OR MASONRY SHALL BE PROTECTED AGAINST EXTERNAL CORROSION BY A PROTECTIVE
SHEATHING, WRAPPING, OR OTHER ACCEPTABLE MEANS THAT WILL WITHSTAND ANY REACTION FROM THE LIME AND ACID
OF SUBJECTIVE MATERIALS. THIS SLEEVE SHALL PREVENT ANY RUBBING ACTION AND THE MINIMUM WALLTHICKNESS SHALL
BE 0.025 INCH.
D. PIPES PASSING UNDER OR THROUGH WALLS SHALL BE PROTECTED FROM BREAKAGE.
3. EXECUTION
A. INSTALLATION AND CONSTRUCTION METHODS SHALL COMPLY WITH THE FBC MECHANICAL, PLUMBING, AND FUEL GAS.
B. AIR CONDITIONER CONDENSING UNITS INSTALLED AT GRADE LEVEL SHALL BE SUPPORTED ON A LEVEL CONCRETE SLAB OR
OTHER APPROVED MATERIAL EXTENDING ABOVE ADJOINING GRADE.
C. GRADE MOUNTING UNITS SHALL BE ANCHORED TO THE SLAB WITH GASKETED 1/4" DIAMETER CONCRETE ANCHORS WITH 11/4"
EMBEDMENT. THESE ANCHORS SHALL BE LOCATED AT 12" O.C. MAXIMUM ON EACH SIDE UNLESS NOTED OTHERWISE.
D. IN LIEU OF REQUIRED EXTERIOR OPENINGS FOR NATURAL VENTILATION IN BATHROOMS, A VENT FAN WITH 20 CFM MINIMUM
SHALL BE INSTALLED AND EXHAUSTED DIRECTLY TO THE OUTSIDE.
E. EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND SHALL BE EQUIPPED WITH BACKDRAFT DAMPERS.
F. BUILDING SEWER PIPE SHALL CONFORM TO ONE OF THE STANDARDS LISTED IN FBC PLUMBING TABLE 702.3. CLEANOUTS
SHALL BE LOCATED PER FBC PLUMBING SECTION 708.
G. WATER HEATERS HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THAN
18 INCHES ABOVE THE GARAGE FLOOR.
H. APPLIANCES LOCATED IN A GARAGE OR CARPORT SHALL BE PROTECTED FROM IMPACT BY AUTOMOBILES.
I. IF CLOTHES WASHERS, WATER HEATERS, WATER STORAGE TANKS, OR AIR HANDLERS ARE INSTALLED IN LOCATIONS WHERE
LEAKAGE OF THE APPLIANCE WILL CAUSE DAMAGE, A GALVANIZED STEEL PAN WITH A MINIMUM THICKNESS OF 24 GAGE OR
OTHER APPROVED PAN SHALL BE INSTALLED PER CODE.
J. DOMESTIC DISH WASHERS SHALL DISCHARGE INDIRECTLY THROUGH AN AIR GAP OR AIR BREAK INTO A STANDPIPE OR WASTE
RECEPTOR IN ACCORDANCE WITH FBC PLUMBING 802.2 OR DISCHARGE INTO A WYE-BRANCH FITTING ON THE TAILPIECE OF
THE KITCHEN SINK OR THE DISHWASHER CONNECTION OF A FOOD GARBAGE DISPOSAL.
K. IF MECHANICAL/PLUMBING APPLIANCE IS LOCATED IN THE ATTIC, SEE FBC M306.3 FOR CONTINUOUS SOLID FLOOR AND
ACCESS TO EQUIPMENT.
PERMIT NUMBERS:
BUILDING RESIDENTIAL - 2102-0513
CARPORT/GARAGE - DETACHED - 2102-0514
MAIN RESIDENCE
UNDER AIR VOLUME CALCS: 24,883 CIF
INCLUDES ATTIC SPACE (NON -VENTED)
Project Number:
20R026
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N
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WINDOW SCHEDULE
MARK
SIZE W X H
DESIGN PRESSURES
A
2'-6" X 4'-0" FIXED
+36/-47
B
45.25" X 57.5" FIXED
+32/-40
C
45.25" X 57.5" FIXED
+32/-40
D
45.5" X 57.5"
+32/-35
E
(2) 22.25" X 57.5"
+32/-35
F
3'-2" X 6'-0"
+34/-45
G
3'-2" X 6'-0"
+34/-45
H
3'-0" X 5'-0"
+35/-38
I
4'-0" X 5'-0"
+34/-37 -EGRESS
K
4'-0" X 5'-0"
+34/-44 -EGRESS
L
4'-0" X 5'-0"
+34/-44
M
3'-2" X 5'-0"
+35/-45
N
3'-2" X 5'-0"
+35/-45
O
4'-0" X 5'-0"
+34/-44
P
4'-0" X 5'-0"
+34/-44
Q
4'-0" X 5'-0"
+34/-44
R
3'-2" X 5'-0"
+35/-45 -EGRESS
S
3'-2" X 5'-0"
+35/-45
T
2'-6" X 4'-0"
+36/-47
T1
(2) 45.25" X 18"
+36/-47
T2
91 " X 18"
+36/-47
V
3'-2" X 5'-0"
+32/-36
W
3'-2" X 5'-0"
+32/-36
DOOR SCHEDULE
MARK
SIZE
DESIGN PRESSURES
1
36" X 96" EXT
+34/-37
2
16070 OHD
+30/-36
3
72" X 96" DOUBLE EXT
+32/-35
4
72" X 96" DOUBLE EXT
+32/-40
5
30" X 80" EXT
+34/-44
6
30" X 80" EXT
+34/-44
7
36" X 80"
N/A
8
36" X 80" BIFOLD
N/A
9
36" X 80" BIFOLD
N/A
10
36" X 80" POCKET
N/A
11
36" X 80"
N/A
12
36" X 80" SC
N/A
13
30" X 80" BIFOLD
N/A
14
32" X 80" POCKET
N/A
15
48" X 80" DOUBLE BIFOLD
N/A
16
48" X 80" DOUBLE BIFOLD
N/A
17
32" X 80"
N/A
18
32" X 80"
N/A
19
32" X 80"
N/A
20
68" X 80" DOUBLE
N/A
21
48" X 80" BIFOLD
N/A
22
48" X 80" BIFOLD
N/A
23
72" X 80" DOUBLE BIFOLD
N/A
24
30" X 80" BIFOLD
N/A
25
36" X 80"
+32/-36
26
9080 OHD
+30/-37
27
9080 OHD
+30/-37
28
9080 OHD
+30/-37
AREA
LIVING
2623
PORCHES
620
GARAGE
601
TOTAL
3844
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— — — document are not considered O PQ
signed and sealed and the T■ E■ S C H UTT 1555 Indian River Boulevard, Suite B-145 w , Q x �-+ w
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FLOOR PLAN- MAIN RESIDENCE
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signed and sealed and the T■ E■ S C H UTT 1555 Indian River Boulevard, Suite B-145 w CQ Q P4 w
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NOTE: DOOR AND WINDOW
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document are not considered
T■ E■ S C H LITT 1555 Indian River Boulevard, Suite B-145
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ACCESSORY STRUCTURE
Bedroom 2
SOFFIT
— — — — — — — — E—T — — — — — — — — 777 — — — — — — — — — — — — — — — — — —
30
;F' ` I SS
Porch I I WP
L�
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VP /
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3
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D REAR FLOOD LIGHTS/ /) / I /Bath O
IZ
\ O FRONT FLOOD LIGHTS
uSB \ 3C
1 � usB
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a ter Bdrml
Great Rm I
M. s er Bdrm/ Master Bdrm *GFI
USB US I I Bedroom 1
MW JGFI
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ACCESS
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I I INDRECT D tx7
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— — —
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W H GFI
HWALL, Sj E LTER M. Bath \ �� �I2FAR FLOOD LIGHTS VAC
Vim'/\ �FRONS FLOOD TIGHTS (VERIFY
\/ 4 ACCESS
LOCATIONIDD � I
ON SITE)30 W
(2) AIR HANDLERS W
I 1 WP DISSCONNECT IN ATTIC Garage
lGDo I
SO IT —30
SOFFIT
I
REF
GFI L-------
THE ELECTRICAL SYSTEM SHALL BE DESIGNED
AND INSTALLED BY A LICENSED ELECTRICAL
CONTRACTOR PER FL STATUTES 471.003(2)(h).
ELECTRICAL
GFI
SAC
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WELL, PUMP, SOFTNER
ACCERSSORY BLDG l
30
ELECTRICAL LEGEND
4" RECESSED CAN LIGHT
CEILING MOUNTED LIGHT
WALL MOUNTED LIGHT
# 120V RECEPTACLE
220V RECEPTACLE
# 120V RECEPTACLE, GROUND FAULT
GFI INTERUPTED
CEILING FAN W OPTIONAL LIGHT
�] ELECTRIC METER
® ELECTRIC PANEL
s SWITCH
Q SMOKE/CARBON DETECTOR
EXTERIOR FLOOD LIGHT
19 EXHAUST FAN W LIGHT
LED TUBE LIGHT
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PROJECT NUMBER:
20R026
1-4
Residential Load Calculation. Work sbeet Resideutial Laad C:alculatiau Worksheet - Accessar-- SIrruc lure
total �q_ ft �, 3 ���atts per sq_ ft
�869 watts
Service DemanCU
d
eueral Lead:
First 1{l �r of Total C.alcutai-.dLoad Oe-ssHVAC.) C IN%
98�0
watts
Remainder of Total Calculated Load Bess HVAC) . 4011}
6
Watts
T ocaI General Lcad 8800
watts
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iGoao watts
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Remainder of Total C al cul ated Load cress HV. A C) ; . 4 0%
16487.6 Watts
Total GeueraILoad 264487.6 watts
Provided Pauel pacity
100
amps
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Electrical Load Calc Accessor Structure
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Electrical Load Cat Main Residence
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Ll Foal EA
11 13
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Riser Legend
2" PVC C. - Conduit
(2)2/0 CU THHN - Feeder
Electrical
Ca cs, Riser
(1)#1 CU THHN -Neutral DISC. AT A/C COMP. #2
and Mechanical Layout
(1)#6 CU THHN -Ground DISC. ATAHU #2
LAYOUT IS PROVIDED BY E-CALCS, DATED JANUARY 31, 2021. SEE ENERGY CALCULATIONS FOR MORE INFORMATION
E-
1
1 Riser Diagram
2
Mechanical Layout
E-1 3/4" = 1'-0"
E-1
N.T.S.
'7
OF 13
�
Small Appliance. Circus t� 150 � ���tt; oa_ Iini>Y�><n]] i5 ��
�5Q �
Watts
6 606
Range au�epla to � ti>Yg�
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6
Coolctop a>Lue�late �tll1
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a�ratks
� 686
�"�1 �t"o��'3�'g C� �ii
1630
watts
1 ���
� stl�'~rastl�i-
� �
watts
�
E.1�ct�'ic Water �i�ater � �0� ��°atts �a_
��
Watts
66�
�.1�ctric Clothas D�i��r �nt�r' Lar �•: ���0 ��-arts ai' dam late l�atm �
5i�
Watts
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��'ash�r 1 � �Q' �'ti'att5 Via_ �llil�'ll]]] is ��
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atiratks
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1}l� Deal
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watts
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FutLar� Pool Puirt� ` 1�C1� �'+�tts �a_
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avatts
1
F1�tL]ra Fool � �a Heater
8�
Watts
�
Garage Door Opener �. 1-��CI ���tts �a_
� �
watts
Total Calculated Load Mess H�°T:�C:�
L:: �'18
� 5+
:fir C orldiCl orirl,� L Dad 1 C� O °'a (Volts � :�in�s = ��'attsl ���
watts
7
Fumac��.�ir Handler Load (Volts �m�3=���attsJ ���
wattsP.
Tatal�euer�al Load.}
T at�l H� :�iC Land
=
Calculated �er�-ice .Lot�l�
L�-h��.4
4tiF0.LS
+
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4r�'akks
1�8�.8
wattsLn
C a lcua led erg -ice Load
—
er�•ic a �'dlt� ge
= �Iinauulu panel �iiu acit�-
���.�
4V�t5
—
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4r�•.ts
— 16 �.�� am
House Load
�iece�s�r�� �ldgLaad
�Tiuimu� Service �i acit�-
�1�2
arrl��s
+
3�
aryl
_ �I�°� am
LII�I
co tat s q_ ft 3 �'4� tts per �q_ ft � 5� �
watts
51r�a11 �p�113nc� Circuits �; 1500 �'ti'aCCS � a_ 3000
watts
�
�1 CL o11 � '�; 1500 �� e{Ct� aa_ � ��
4+�akks
V
Garage Door Opener � 1400 watts t a. � 8c�
watts
Total Calculated load (less R�T�C� �811� ykr
T ata L e��r����Lyy La��l
+
T o�t� 1 H� :�iC: aid
=
Calculated �er�:=ice Laid.
iDiJ �LJ
btii ��
+
�Ly
9J
watts
=
88001
43�dkt�
C:alcuated �et�-iceLoa�
—
Set -vice
= ��i>�uuulu+�a++uel �u>r acit�-
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65' - 0"
6" THICK CON
0
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Foundation Plan
3/ 16" = 1 '-0"
0
00
6" THICK CONC. PAD
Connector Schedule
Member Type/ Mark
Connector Type
Connectors
Uplift Needed
Uplift Provided
Comments
A - Girder Truss
FGTR
(18) 1/4" x 3" SIDS Screws & (2) 1/2" x 5" Titen HD
1,600 Ibs
4,725 Ibs
Simpson or Equal
B - Girder Truss
VGT
(1) 5/8" x 12" Anchor Embed. & (16) 1/4" x 3" SIDS Screws
4,600 Ibs
4,940 Ibs
Simpson or Equal
C - Truss to CMU
HETA 20
(9) 0.148" x 1.5" Nails
1,200 Ibs
1,810 Ibs
Simpsonor Equal
D - Hold Down
HTT4
(1) 5/8" x 6" D&E A.B. & (10) 0.148" x1.5" Nails
2,900 Ibs
3,000 Ibs
See Foundation Plan
E - Truss To CMU
(2) HETA20's
(9) 0.148" x 1.5" Nails in Each Strap
1,850 Ibs
1,920 Ibs
Simpson or Equal
F - Truss Strap at Wood
H10A
(18) 0.148" 1.5" Nails
900 Ibs
1,040 Ibs
Simpson or Equal
G - Girder Truss at Wood
(2) HTS 20's
(24) 0.148" x 1.5" Nails in Each
2,500 Ibs
2,900 Ibs
Simpson or Equal
Foundation Schedule
Mark
WxDxL
Type
Reinforcement
F-1
20"x18"
Monolithic
(2) #5 Bars. Cont.
F-2
12"x12"
Bell Footer W/ Step
(2) #5 Bars. Cont.
F-3
20"x18"
Bell Footer W/ Curb
(2) #5 Bars. Cont. & (1) #4 Horiz. in Curb
F-4
811x8"
Thickened Edge
(1) #5 Bar Cont.
F-5
8"x8"
Bell Footer W/ Step
(1) #5 Bar Cont.
0 #5 Bar Vertical in Filled Cell under Window
❑O #5 Bar Vertical in Filled Cell
6' Long #5 Re-entrant Bar in middle of slab
Line of Foundation
4" Step Down in Slab
Foundation Legend
N.T.S.
CORNER BARS TO MATCH
CORNER PERPENDICULAR
Footer Intersection Detail
3/4" = 1 '-0"
SEE PLAN
Footing Penetration Detail
3/4" = 1 '-0"
PROVI
AT TH
Column Schedule
Mark
Size
Type
Reinforcement
C-1
8"x16"
CMU
(2) #5 Vert. Bars W/ #3 Hoops at 16" O.C. Max.
C-2
16"x16"
Pilaster CMU Units
(2) #5 Vert. Bars W/ #3 Hoops at 16" O.C. Max.
C-3
8"x10"
Reinforced Concrete
(4) #5 Vert. Bars W/ #3 Hoops at 10" O.C. Max.
BELL THRU
1 n V 1 %., %., I L I
- -- ---- _ MIN.
FF
Project Number:
20R026
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Project Number:
20R026
1 2 3 4 5 6 7
C
A BM-100
N
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GO l� G
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2x4 SYP BRACING W/(2) 12d's TO
BOT. CHORD OF EACH TRUSS
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BM-1 BM-2J BM-2 LBM-2
m ZONES AREA ASD NAIL SPACING cn N 0 �
B — — C-1 COLUMN -SEE SCHEDULE INTERIOR: 1 32 +20/-37 6" O.C.
PERIMETER: 2e / 2r 32 +20/-51 6" O.C. COL 3: 1 2-1 7
TOW = 11'-4" (ALL ELSE AT 9"-4") CORNER: 3 49 +18/-65 4" O.C.
NOTES: EDGE DISTANCE = 7'-0" (�
ROOF SHEATHING SHALL BE 15/32" MIN. J Z
Framing Legend Ln
ATTACHMENT SHALL BE 10d COMMON OR RINGSHANK, FIELD AND EDGE
N.T.S. gSPACING SHALL BE THE SAME. I W m O
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SCHEDULE OVER P.E. TRUSSES AT 24 O.C. MAX. 'Zy J z O,
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FRAMING PLAN IS BASED OFF TRUSS LAYOUT FROM 0/ Z r
CHAMBERS TRUSS, JOB NO: 77075, DATED OCT. 23, 2020 — Ln
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Roof Framing Plan -
Main Residence
1 Roof Framing2 Roof Zone Plan S — 3
S-3 3/ 16" = 1 '-0" S-3 1 /8" = 1'-0"
9 OF 1 3
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ATTIC ACCESS
Connector Schedule
Member Type/ Mark Connector Type Connectors Uplift Needed Uplift Provided Comments
A -Girder Truss
FGTR
(18) 1/4" x 3" SIDS Screws & (2) 1/2" x 5" Titen HD
1,600 Ibs
4,725 Ibs
Simpson or Equal
B -Girder Truss
VGT
(1) 5/8" x 12" Anchor Embed. & (16) 1/4" x 3" SIDS Screws
4,600 Ibs
4,940 Ibs
Simpson or Equal
C -Truss to CMU
HETA 20
(9) 0.148" x 1.5" Nails
1,200 Ibs
1,810 Ibs
Simpson or Equal
D -Hold Down
HTT4
(1) 5/8" x 6" D&E A.B. & (10) 0.148" x1.5" Nails
2,900 Ibs
3,000 Ibs
See Foundation Plan
E -Truss To CMU
(2) HETA20's
(9) 0.148" x 1.5" Nails in Each Strap
1,850 Ibs
1,920 Ibs
Simpson or Equal
F -Truss Strap at Wood
H10A
(18) 0.148" 1.5" Nails
900 Ibs
1,040 Ibs
Simpson or Equal
G -Girder Truss at Wood
(2) HTS 20's
(24) 0.148" x 1.5" Nails in Each
2,500 Ibs
2,900 Ibs
Simpson or Equal
Beam Schedule
Mark
Type
Beam Size
Reinforcement
Comment
BM-1
PreCast Lintel
8F8-OT/16
See Detail
BM-2
PreCast Lintel
8F16-1T/1B
See Detail
BM-3
PreCast Lintel
8F20-1T/1B
See Detail
BM-4
Wood -SYP #2
(2) 2x12
Plywood Flitch Plate as NeededP.
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Project Number:
20R026
Roof Framing Accessory Structure
1/4" = 1-0"
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40'-7 5/16" DIAGONAL
4" THICK MIN. 3000 OSI CONC. W/ 6x6-10x10
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WWF OR 2.1 Ibs/CUYD FIBERMESH OVER
TERMITE TREATED, WELL COMPACTED (95%
F 1 i
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FCOMPACTION, MODIFIED PROCTOR) SOIL, TYP.
:--------------------------
40'-7 5/16" DIAGONAL
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Foundation Plan Accessory Structure
1/4" = 1 '-0"
C-3
C-3 1' - 8"
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Connector Schedule
Member Type/ Mark
Connector Type
Connectors
Uplift Needed
Uplift Provided
Comments
A - Girder Truss
FGTR
(18) 1/4" x 3" SIDS Screws & (2) 1/2" x 5" Titen HD
1,600 Ibs
4,725 Ibs
Simpson or Equal
B - Girder Truss
VGT
(1) 5/8" x 12" Anchor Embed. & (16) 1/4" x 3" SDS Screws
4,600 Ibs
4,940 Ibs
Simpson or Equal
C - Truss to CMU
HETA 20
(9) 0.148" x 1.5" Nails
1,200 Ibs
1,810 Ibs
Simpson or Equal
D - Hold Down
HTT4
(1) 5/8" x 6" D&E A.B. & (10) 0.148" x1.5" Nails
2,900 Ibs
3,000 Ibs
See Foundation Plan
E - Truss To CMU
(2) HETA20's
(9) 0.148" x 1.5" Nails in Each Strap
1,850 Ibs
1,920 Ibs
Simpson or Equal
F - Truss Strap at Wood
H10A
(18) 0.148" 1.5" Nails
900 Ibs
1,040 Ibs
Simpson or Equal
G - Girder Truss at Wood
(2) HTS 20's
(24) 0.148" x 1.5" Nails in Each
2,500 Ibs
2,900 Ibs
Simpson or Equal
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Foundation Schedule
Mark
WxDxL
Type
Reinforcement
F-1
20"x18"
Monolithic
(2) #5 Bars. Cont.
F-2
12"x12"
Bell Footer W/ Step
(2) #5 Bars. Cont.
F-3
20"x18"
Bell Footer W/ Curb
(2) #5 Bars. Cont. & (1) #4 Horiz. in Curb
F-4
8"x8"
Thickened Edge
(1) #5 Bar Cont.
F-5
8"x8"
Bell Footer W/ Step
(1) #5 Bar Cont.
Beam Schedule
Mark
Type
Beam Size
Reinforcement
Comment
BM-1
PreCast Lintel
8F8-OT/1B
See Detail
BM-2
PreCast Lintel
8F16-1T/1B
See Detail
BM-3
PreCast Lintel
8F20-1T/1B
See Detail
BM-4
Wood - SYP #2
(2) 2x12
Plywood Flitch Plate as Needed
2x4 SYP BRACING W/(2) 12d's TO
BOT. CHORD OF EACH TRUSS
AO CONNECTOR - SEE SCHEDULE
BM-1 BEAM - SEE SCHEDULE
C-1 COLUMN - SEE SCHEDULE
Framing Legend Garage
N.T.S.
0 #5 Bar Vertical in Filled Cell under Window
❑� #5 Bar Vertical in Filled Cell
6' Long #5 Re-entrant Bar in middle of slab
Line of Foundation
41 Step Down in Slab
Foundation Leaend
N.T.S.
5'a OfI
Roof Zone Plan
3/ 16" = 1'-0"
Column Schedule
Mark
Size
Type
Reinforcement
C-1
8"x16"
CMU
(2) #5 Vert. Bars W/ #3 Hoops at 16" O.C. Max.
C-2
16"x16"
Pilaster CMU Units
(2) #5 Vert. Bars W/ #3 Hoops at 16" O.C. Max.
C-3
8"x10"
Reinforced Concrete
(4) #5 Vert. Bars W/ #3 Hoops at 10" O.C. Max.
COMPONENTS AND CLADDING WIND PRESSURE FOR ROOF SHEATHING
(PSF)
INTERIOR: 1 32 +20/-37 6" O.C.
PERIMETER: 2e / 2r 32 +20/-51 6" O.C.
CORNER: 3 9 +25/-62 4" O.C.
NOTES: EDGE DISTANCE = 3'-0"
ROOF SHEATHING SHALL BE 15/32" MIN.
ATTACHMENT SHALL BE 10d COMMON OR RINGSHANK, FIELD AND EDGE
SPACING SHALL BE THE SAME.
48' - 2"
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Foundation and Framing
Plans - Accessory
Structure
S-4
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Project Number:
20R026
ABOVE CONDITIONED SPACE, 5 1/2" SPRAY FOAM INSULATION
PER NOTES "ALTERNATE MATERIAL AND METHOD OF
CONSTRUCTION PER FBC 104.11"
ASPHALT SHINGLE OVER PEEL'N STICK ASPHALT SHINGLE OVER PEEL'N STICK
UNDERLAYMENT OVER SHEATHING PER ROOF UNDERLAYMENT OVER SHEATHING PER ROOF
FASTENING SCHEDULE FASTENING SCHEDULE
12 12
P.E. TRUSSES AT 24" O.C. MAX. W/ CONNECTORS P.E. TRUSSES AT 24" O.C. MAX. W/ CONNECTORS
PER ROOF PLAN AND SCHEDULE 5 TYP. SLOPE PER ROOF PLAN AND SCHEDULE 5 FTYP.
SLOPE
2x4 PT LEDGER W/ V16" x3" TAPCONS AT 12" 2x4 PT LEDGER W/ V16" x3" TAPCONS AT 12"
O.C. MAX. O.C. MAX.
2x4 AT 24' O.C. MAX. W/ (2) UNVENTED ATTIC 9'-4" T.O.B. 2x4 AT 24" O.C. MAX. W/ (2)
12d's AT TRUSS AND (2) 12d'S AT HOUSE 12d's AT TRUSS AND (2) 12d'S
TOENAILED AT LEDGER d .. TOENAILED AT LEDGER
1/2" GYPSUM TYP., 5/8" TYPE "X" AT GARAGE 1 /Z" GYPSUM TYP., 5/$" TYPE "X" AT GARAGE
OVER LIVING AREAS >
OVER LIVING AREAS
UNVENTED SOFFIT PER PRODUCT APPROVAL (2) COURSE BOND BEAM W/ #5 BAR HORIZ. VENTED SOFFIT PER PRODUCT APPROVAL (2) COURSE BOND BEAM W/ #5 BAR HORIZ.
21 _ OTI CONT. IN EACH COURSE 2' _ 011 CONT. IN EACH COURSE
#5 DOWELS W/ 90 DEGREE ACI HOOK AT TOP PRECAST LINTEL PER PLAN/SCHEDULE OVER #5 DOWELS W/ 90 DEGREE ACI HOOK AT TOP PRECAST LINTEL PER PLAN/SCHEDULE OVER
OPENINGS OPENINGS
8"x8"x16 MASONRY IN RUNNING BOND, W/ 8"x8"x16 MASONRY IN RUNNING BOND, W/
FILLED CELLS PER PLAN AND AT 48" O.C. MAX. FILLED CELLS PER PLAN AND AT 48" O.C. MAX.
FOLLOW NOTES FOR HORIZ. REINF. FOLLOW NOTES FOR HORIZ. REINF.
1/2" CEMENTITIOUS FINISH W/ EXT. ACRYLIC
COATING
#5 DOWELS W/ 90 DEGREE ACI HOOK
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AREAS
CLEAN -OUT AT EACH FILLED CELL FOR
INSPECTION, EITHER SIDE OF WALL
COMPACT 24" OUTSIDE OF BLDG MIN. 4" THICK 3000 PSI CONC. SLAB W/ 6x6-
4 W1.4xW1.4 OR 2.1 LBS/CUYD FIBERMESH
- - - — — — — -
10 MIL VISQUEEN VAPOR
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- ° ,• d ° _ -
°°__ TREATED, WELL -COMPACTED
FILL
0'-3" W
REINFORCED CONC. FOOTER
PER PLAN/SCHEDULE
Masonry Wall Section
3/4" = 1'-0"
8"x8"x16 MASONRY IN RUNNING BOND, W/
FILLED CELLS PER PLAN AND AT 48" O.C. MAX.
FOLLOW NOTES FOR HORIZ. REINF.
1/2 CEMENTITIOUS FINISH W/ EXT.
ACRYLIC COATING
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FOUNDATION, COMPACT 24"
OR 2.1 LBS/CUYD FIBERMESH
OUTSIDE OF BLDG MIN.
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° 10 MIL VISQUEEN VAPOR BARRIER OVER
J TERMITE TREATED, WELL COMPACTED FILL
0'- 3" W
REINFORCED CONC. FOOTER PER
PLAN/SCHEDULE
Garage Footer Section
3/4" = 1'-0"
1/2" CEMENTITIOUS FINISH W/ EXT. ACRYLIC
COATING
FILL BLOCK VOIDS WITH FOAM INSULATION
#5 DOWELS W/ 90 DEGREE ACI HOOK (R-3.6)
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9
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10 MIL VISQUEEN VAPOR
BARRIER OVER TERMITE-
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°°_. TREATED, WELL -COMPACTED
FILL
0'-3" W
COV.
REINFORCED CONC. FOOTER
PER PLAN/SCHEDULE
Masonry Wall Section Accessory Structure
10'-0" T.O.B. AT
ACCESSORY
STRUCTURE
P.E. TRUSSES AT 24" O.C. MAX.
SEE TYPICAL WALL SECTION FOR TYPE OF
INSULATION
1/2" GYPSUM TYP., 5/8" TYPE X AT GARAGE
CEILINGS UNDER HABITABLE SPACES
(2) 2x4 TOP PLATE, 36" SPLICE MIN.
2x SP HEADER W/ PLYWD FLITCH OVER
OPENINGS AS OCCURS:
(2) 2x4 UNDER 4' WIDE
(2) 2x6 UNDER 6' WIDE
(2) 2x8 UNDER 8' WIDE
2x4 SPF STUDS AT 16" O.C. MAX., LOCATE RSP4 AT TOP AND
BOTTOM OF STUDS AT 32" O.C. MAX.
1/2" GYPSUM AND R-11 INSULATION
P.T. 2x4 PLATE W/ 1/4" x 3" TAPCONS AT 12" O.C., LOCATE
SUPPLEMENTAL CONNECTORS PER FRAMING PLAN
4" THICK 3000 PSI CONC. SLAB W/ 6x6-W1.4xW1.4 OR 2.1
LBS/CUYD FIBERMESH
0
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VISQUEEN VAPOR BARRIER OVER TERMITE-
W TREATED, WELL -COMPACTED FILL
REINFORCED CONC. FOOTER PER
PLAN/SCHEDULE
Wood Wall at Bell Footer W/Ste
3/4" = 1'-0" '\5-5� 3/4" = 1 '-0"
1/8" WIDE SAW -CUT SHALL BE MADE AS
SOON AS CONCRETE HAS HARDENED
SUFFICIENTLY TO PREVENT AGGREGATE
BEING DISLODGED BY SAW
Saw Cut Detail
I" = 1-0"
SEE FOUNDATION
PLAN FOR CONCRETE
7 Step Down at Shower
S-5 1 " = 1-0"
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#5 BAR CONT. W/ 18" LAP SPLICE MIN.
SLOPE TO DRAIN
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TOENAILED AT TOP AND BOTTOM
1/2" GYPSUM AT EACH SIDE PER FBC-R 702.3,
TYP.
O. / 2x4 PLATE W/ 1/4" x 3" TAPCONS AT 12"
O.C. MAX.
4" THICK 3000 PSI CONC. SLAB W/ 6x6-
W1.4xW1.4 OR 2.1 LBS/CUYD FIBERMESH
6 MIL VISQUEEN VAPOR BARRIER OVER
TERMITE -TREATED, WELL -COMPACTED FILL
Interior Wall Section -Non Load Bearin
3/4" = 1'-0"
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Wall Sections and
Details
S-5
1 1 OF 1 3
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Project Number:
20R026
P.E. WOOD TRUSSES AT 24" O.C. MAX. W/ SPACE FOR
HANDLER BUILT INTO THE TRUSSES
(2) 2x6 SYP BEAM (FLAT) W/ (2) #10 SCREWS AT EACH WEB,
TYP.
— 1/2" THREADED ROD W/ WASHERS AND NUTS, ONE AT EACH
CORNER OF UNIT
X,.
F
A/C EQUIPMENT IN ATTIC SPACE
2" 19ga. UNISTRUT CHANNEL UNDER DRIP PAN TYP.,
INSTALL VIBRATION ISOLATORS PER MANUFACTURER
J LLB
Air Handler Detail
S-6 3/4" = 1 '-0"
OPTIONAL 2x6 SYP P.T. BLOCK FOR
OPENER, W/ (4) 3/16"x3" TAPCONS
2x6 SYP P.T. JAMB W/ 3/16"
TAPCONS AT 12" O.C. STAGGERED
SYP P.T. JAI
CONNECTO
t TABLE
E:
I
#5 BAR VEF
SOLID CELL, 1 1
TOP VIEW - CMU
ELEVATION VIEW
STRUCTURE CONNECTOR OPTIONS (EITHER ONE) SPACING ON CENTER STEEL WASHERS REQUIRED
CMU JAMB 1/4" x 1 1/4" MIN. EMBED. TAPCON 6" MAX. 1" OUTSIDE DIA.
CMU JAMB 5/8" x 5" MIN. EMBED. BOLT 14" MAX. 2" OUTSIDE DIA.
6 Garage Door Jamb
S-6 3/4" = 1 '-0"
2x4 RIDGE BLOCKING W/ (2) 12d's
TOENAILED AT EACH END
STRUCTURAL SHEATHING PER
COMPONENTS AND CLADDING
SCHEDULE
P.E. TRUSS OVERFRAMING AT 24"
O.C. MAX. ATTACH PER BELOW
TOP CHORD OF PRIMARY P.E.
TRUSS
P.E. TRUSS OVERFRAMING AT 24" O.C.
MAX.
STRUCTURAL SHEATHING PER
COMPONENTS AND CLADDING
SCHEDULE
SIMPSON VTCR CLIP AT 2' O.C. TO
TRUSS TOP CHORDS W/(3) 10d x 1-1/2"
NAILS TO OVER TRUSS AND (4)
10dx3.5" NAILS TO UNDER TRUSS
TOP CHORD OF LOWER P.E. TRUSS,
SPACED AT 24" O.C. MAX.
Overbuilt Framing Detail- Trusses
3/4" = 1'-0"
A/C COMPRESSOR
3"x3"x1/4" ANGLE 3" LONG (ONE AT EACH
CORNER) SECURE EACH TO CONC, PAD WITH
1/2"0" EMBED EXP. ANCHOR
ATTACH TO UNIT PER MANUF. OR USE (2)
#14 SELF TAPPERS PER ANGLE, THREE
THREADS PENETRATION TO FRAME 0' - 6"
MIN.
a n
- --°4
6" CONCRETE SLAB PER PLAN
Condensor Anchor Detai
3/4" = 1 '-0"
MISSED STRAP DOES NOT LINE UP WITH TRUSS
ADD NEW CONNECTOR IN _
LIEU OF MISSED STRAP
7 Missed Strap Detail
S-6 1/2" = 1 '-0"
I I
IF MISSED CONNECTOR IS HETA 20, CONTRACTOR SHALL USE
(2) HTSM20 STRAPS W/ (4) 1/4" X 21/4" TITENS & (10) 10dx1.5"
IF MISSED CONNECTOR IS (2) HETA 20s, CONTRACTOR SHALL USE
FGTR OR VGT PER MANUFACTURER REQUIREMENTS.
BEAM SIZE ROWS
2x8 2
2x10 3
2x12 4
NUMBER OF PLYS SIZE OF NAILS
2 10d's
3 12d's
4 16d's
5 16d's
SLY BEAM W/ NAILS PER SCHEDULE
�� 1�1vAL1/2" PLYWOOD BE PLYS,
GLUED AT EACH FACE
Multi Play Beam Detai
I" = 1-0"
NOTE: CHAMFER EDGES PER ARCHITECTURAL
DETAILS, OWNER APPROVAL. /
1 1/2"
CLR. TYP.
1 1/2"
CLR. TYP.
i-1
(4)#5 VERT.
#3 TIES AT 8" O.C.
Concrete Column Detail - Rebar
3/4" = 1 '-0"
OP
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NOTES:
1'- 4"
a°
C=2
#3 TIES AT 16" O.C.
(2)#5 VERT.
a. SEE TYP. WALL SECTION FOR INTERIOR
FINISHES, TRIM PER OWNER
b. COAT MASONRY WITH LIQUID
WATERPROOFING, THEN ADD 3 LINES OF
SEALANT AT MASONRY, THEN P.T. BUCK
C. SEALANT AT FLANGE TO BUCK
d. 1/4" MAX. NON -DEGRADABLE SHIM W/
BACKER ROD AT PERIMETER, TRIM SHIMS
1/4" FROM FACE
e. 1/4" o TAPCONS AT 10" O.C. MAX.
STAGGERED, THEN INSTALL LIQUID
WATERPROOFING OVER FACE OF BUCK
f. EXT. FINISH W/ DRIP EDGE, LEAVE 1/4" GAP
AT DOOR, THEN SEAL
g. 3 HEAVY CONT. LINES OF SEALANT AT
THRESHOLD TO CONC., THEN 1/4"0
TAPCONS AT 10" O.C. MAX. STAGGERED
(SEE NOTE #2)
h. SEALANT AT BUCK TO MASONRY
i. LINTEL PER PLAN/SCHEDULE
j. FILLED CELL W/ #5 VERT.
1. TAPCON ANCHORS TO MASONRY/CONC. SHALL HAVE 1.25" EMBEDMENT MINIMUM.
2. DO NOT INSTALL ANCHORS IN SILL UNLESS NOTED BY PRODUCT APPROVAL.
3. LIQUID WATERPROOFING SHALL MEET FBC R-703.4 OR FBC 1405.4 AS APPLICABLE, SEE GENERAL NOTES.
4. SEE PRODUCT APPROVAL FOR ALTERNATE ATTACHMENT METHOD.
8 Door Detail at CMU
S-6
F = FILLED WITH GROUT
U = UNFILLED
QUANTITY OF #5 FIELD ADDED
REBAR AT BOTTOM OF LINTEL
8F16-1B/1T
NOMINAL WIDTH � �
QUANTITY OF #5 FIELD ADDED
REBAR AT TOP OF LINTEL
NOMINAL HEIGHT
15-5/8" ACTUAL
16" NOMINAL HEIGHT
7-5/;
8" NOMINAL WIDTH
Masonry Bond Beam Detail
S-6 3/4" = 1 '-0"
#5 FIELD ADDED REBAR AT TOP PF
COMPOSITE U - LINTEL MIN. (1) REQD.
1-1/2" CLEAR, TYP.
FIELD PLACED CMU
SOLID GROUT, TOP TO BOT.
#5 FIELD ADDED REBAR AT
BOTTOM OF U-LINTEL CAVITY
PRE -CAST REINFORCING PER
MANUFACTURER
- a
a.
SEE TYP. WALL SECTION FOR INTERIOR
FINISHES, TRIM PER OWNER
k
b
b.
COAT MASONRY WITH LIQUID
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OR 2x8 P.T. BUCK
j
MIN.
C.
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d
d.
1/4" MAX. NON -DEGRADABLE SHIM W/
e
BACKER ROD AT PERIMETER, TRIM SHIMS
a g
1/4" FROM FACE
e.
3/16" 0 TAPCONS AT 10" O.C. MAX.
m
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c d
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�Q b
N/A
g.
EXT. FINISH W/ DRIP EDGE, LEAVE 1/4" GAP
h
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e
e
h.
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a
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c
i.
PRECAST OR POURED IN PLACE SILL
j.
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b
k.
LINTEL PER PLAN/SCHEDULE
i
b
I.
FILLED CELL W/ #5 VERT.
m.
PVC CASING BEAD W/ REINFORCEMENT AS
NEEDED PER CODE.
NOTES:
1. TAPCON ANCHORS TO MASONRY SHALL HAVE 1.25" EMBEDMENT MINIMUM.
2. DO NOT INSTALL ANCHORS IN WINDOW SILL UNLESS NOTED BY PRODUCT APPROVAL.
3. LIQUID WATERPROOFING SHALL MEET FBC R-703.4 OR FBC 1405.4
AS APPLICABLE, SEE GENERAL NOTES.
4. SEE PRODUCT APPROVAL FOR ALTERNATE ATTACHMENT METHOD
9 Window Detail at CMU
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BOND BEAM PER PLANS
OPENING WIDTH POURED SILL DEPTH REINFORCING STEEL
WIDTHS TO LESS THAN 7' 8" (1) #4 OR #5 a
WIDTHS 7' TO LESS THAN 10' 8" (2) #4 OR (2) #5 'zi I
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