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rrr SUNSET BLVD. L07F r
FDQH in St. Lucie County
Em*oranental Health
Site Plan Approved for Construction °z
Supersedes All Previous Site Plans for
OSTDS #- -•5F &Well
Date: LA OD, ! _ 4
Reviewer,
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DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
PROJECT NAME: PROPOSED SPEC HOME
OCCUPANCY TYPE: I?
CONSTRUCTION TYPE:
STREETADDRESS : 000 SUNSET BLVD. LOT 20, FORT PIERCE FL 34982
PERMIT NUMBER:
CERTIFICATION STATEMENT.
I CERTIFY THAT, TO THE THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE
STRUCTURAL POSITION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY THE ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS
DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS.
DESIGN PARAMETERS AND ASSUMPTIONS USED:
1. FLORIDA BUILDING CODE: 2020 EDITION WITH: X SUPPLEMENTS AND ASCE 7 - 16
2. STRUCTURE DESIGNED AS : ENCLOSED : PARTIALLY ENCLOSED: _ OPEN BUILDING:
3. RISK CATEGORY : I II III IV EXPOSURE CATEGORY: B __ C _ X D
4. DESIGN WIND VELOCITY: 960 MPH 124 ASD N/A LRFD END ZONE WIDTH : 5`
5. MEAN ROOF HEIGHT: 92.2' ROOF PITCH: 6112 PARAPET: N/A FT.
6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF, BASED ON 10 SQ. FT. @ 10' MRH)
ZONE 1: + 20.5 ZONE 2: + 20.5 ZONE 3: + 20.5 ZONE 4: + 35.5 ZONE 5: + 35.5 GARAGE: + 30.1
-32.5 -54.9 -80.7 -38.5 -47.6 -33.6
7. DESIGN LOADS : FLOOR : 40 PSF ROOF / DEAD : 5 PSF ROOF/LIVE: 20 PSF BALCONY � NM PSF
DOCK: NlA PSF DECK: N/A PSF STAIRS: NIA PSF FEN N_A • NIA
I S FENCE: PSF RAILING PLF 1 CONCENTRATED
8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE: YES __X_ NO (NOTAPPLICA13LE EXPLAIN WHY NOT)
9. IS A CONTINUOUS LOAD PATH PROVIDED: __A YES (NOTAPPLICABLE EXPLAIN WHY NOT)
10. DESIGN SOIL BEARING PRESSURE: 2000 PSF SOIL TEST REPORTS SUBMITTED? YES
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED
WITH THIS CEERTIFICATION IS TRU AND CORRECT, TO THE BEST OF MY KNOWLEDGE
AND BELIEF.
NAME: BOWDOIN G. HUTCHINSON, P.E. CERT. # & CO. CERT. AIUTH. 70876
DESIGN FIRM: BENCHMARK ENGINEERING DATE: -
ADDRESS: 806 DELANAREAVE FORT PIERCE FLORIDA
ON I Nil
�I F=_1 EMI
10
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
T LUCIE
COUNTY,, FLORIDA
BUILDING & REGULATIONS DIVISION
PRODUCT REVIEI/AF-FIDAVIT
BUILDING PERMIT NUMBER:
OWNERS NAME: SPEC HOME
APPLICANT :
OPENING
DESIGN PRESSURES
PRODUCT RATED
DESIGN PRESSURES
MANUFACTIRER
90DEL NUMBER
PRODUCTPRODUCT
APPROVAL NUMBER GLASS TYPE
METHOD OF ATTACHMENT
WINDOWS
SEE ELEVATIONS
+ / - 55.0
MI WINDOWS & DOORS
185 SH
FL # 17499.1
IMPACT
311s"x -114" MIN.
2'116" O.0
WINDOWS WINDOWS
N/A
N/A
NIA
NIA
NIA
NIA
NIA
MULLIONS
NIA
BLOCK GLASS
N/A
NIA
NIA
N/A
NIA
NIA
NIA
SKYLIGHTS
N/A
N/A
N/A
NIA
NIA
NIA
NIA
SLIDING GLASS DOORS
SWWNG TYPE DOORS
SEE ELEVATIONS
+ 50.0
THERMA-TRU
SMOOTH STAR
FL # 20468.12
IMPACT
114" X 1-1W MIN. EMBED TAPCONS
AT 6'/ 14.5"O.C.
FRENCH DOORS
NIA
GARAGE DOORS
SEE ELEVATIONS
+ 55 / - 64
DAB
8241811
FL # 15371.5
N/A
5116" x 1 GIs• MIN. EMBED LAG SCREWS
ONE PE
HURRICANE PROTECTION
NIA
N/A
N/A
N/A
NIA
N/A
N///ABRACKET
ROOF VENTILATION
NIA
NIA
NIA
N/A
NIA
NIA
N/A
UNDERLAYMENT
N/A
N/A
SOPREMA, INC.
RESISTO LB1236
FL# 2569.1
NIA
APPLY DIRECTLY TO THE ROOF DECK. DONOTAPPLY
TO SHINGLES OR OTHER ROOF COVERINGS. START AT LOWEST POINT OF THE
ROOF DECK WHERE POSSIBLE. OVERLAP SEAMS 3" MIN. AMD ENDLAPS 3" MIN.
'. PEAL HALF OF THE BACKING OFF THE ROLL AND APPLY FIRM, EVEN PRESSURE
f FROM THE CENTER TO THE EDGES. REMOVE THE BACKING FROM THE
REMAINING HALF OF THE ROLLAND APPLY PRESSURE.
ROOFING MATERIALS
150
194
OWENS CORNING ARCH. ASPHALT SHINGLE
FL # 1'0674.1
NIA
FASTENERS FOR ASPHALT SHINGLES GALVANIZED
STAINLESS STEEL, ALUMINUM OR CO NEPi R ROOFING NAILS, MINIMUM
12 GAUGE (GA05INCH (3MM) SHANK WITHAMINIMUM 318INCH (10MM)
DIAMETER HEAD, ASTM F 1667, OF A LENGTH TO PENETRATE THROUGH
I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THIS
THE ROOFING MATERIALS AND AMINIMUM 3141NCH (19MM) INTO '
THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN3R
STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE
PROVISIONS.
INCH TE THROUGH THE
SHEATHING FASTENERS SHALL COMPLYWITHAST (19MM) THICK, THE FASTENERS SHALLRF 1667(PER SHINGLE)
NAME:
BOWDOIN G HUTCHINSON, P.E.
SIGNATURE: ON PLAN
DESIGN PROFESSIONAL: BENCHMARK ENGINEERING
CERTIFICATION NO. 70878
a
1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL°VERIF( ALL DIMENSIONS, CONDITIONS
AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANE WILL BE ADDRESSED BY THE ENGINEER
AS CONSTRUC
TION PROGR
ESSES. SES.
3 ALL WRITTEN DIMENSIONS ON
N THESE DR
AWINGS
STAKE PRECEDENCE OVE
R SCALED DIMENSIONS.
4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2020, FBC 2020
RESIDENTIAL, FBC 2020 PLUMBING CODE, FBC 2020 MECHANICAL CODE, FBC 2020 ENERGY
CONSERVATION, AND THE NEC (NFPA 70) 2017 EDITION.
5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION
AREA PER FRC 301.
•
1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2020 ENERGY
CONSERVATION RESIDENTIAL.
2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES
SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON
THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS
REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE
FILL FROM SPILLING INTO THE: LIVING SPACE.
3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUC:T'ED TO LIMIT AIR LEAKAGE IN
ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4.
4) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVEAN AIR INFILTRATION RATE OF NO
MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER
SQUARE FTAND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3.
5) CONTRACTOR SHALL PROVIDE: ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN
ACCORDANCE WIT, H FBC 2020 ENERGY CONSERVATION R4•01.3.
1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC: (NFPA 70) 2017 EDITION.
2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE
HIGH-EFFACY LAMPS ORAMINIMUM OF 75� OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES
SHALL CONTAIN ONLY HIGH-EFFACY LAMPS SLOW VOLTAGF: LIGHTING SHALL NOT BE REQUIRED
TO BE HIGH-EFFACY LAMPS)
3) RECESSED LIGHTING SHALL BE SEALED TC) L.IMITAIR LEAKAGE BETWEEN CONDITIONED AND
UNCONDITIONED SPACES.
4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT
5) SMOKE DETECTORS TO BE INTERCONNECI I D SO THAT ONE SMOKE DETECTOR ACTIVATES ALL
SMOKE DETECTORS IN THE RESIDENCE
6) PROVIDE BRANCH CIRCUIT ARC -FAULT PRO I ECTION FORA,LL CIRCUITS SERVING: FAMILY ROOMS,
DINING ROOMS, LIVING ROOMS, PARLORS, I ISRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION
ROOMS, CLOSETS, HALLWAYS, OR SIMILAR BOOMS PER FBC AND NEC REQUIREMENTS.
7) PROVIDE GROUND -FAULT CIRCUIT INTERRI 11 'TER PROTEC710N FOR ALL 125-VOLT, SINGLE-PHASE 15
AND 20 AMP CIRCUITS SREVING: BATHROG: mS, GARAGES, KITCHENS, ACCESORY BUILDINGS,
OUTDOORS: ,rjR WITHIN 72" OF EDGE OF Arj y SINK.
8) CARBON MENOXIDE DETECTORS TO BE INea IALLED WITHIN 10° Or=ALL BEDROOMS.
9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT.
10) PROVIDE TAM7 F:'; RESISTANTRECPTICLES PER NEC REQ'AREMENTS.
ADDITIONAL NOTES
1) INTERIOR T-.; PE W DRYWALL FINISH.
2)ALL INTERIOR GYPSUM BOARD TO BE MIN.'/" THICK W!TH (13 GAGE, 1 3/8" LONG, 19/64" HEAD;
0.098' DIAMETER, 1 ;' LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG,
5/64" HEAD; OR GYPSUM BOARD NAIL, 0,086" DIAMETEIFL,, 1 5/8" LONG, 9/32" HEAD) SPACED AT 7"
O.C. FOR NAILS AND 12 O.C. FOR SCREWS.
3) WALLS AT SHOINER TO BE TILE. PROVIDE CEMENT, FIIBIER-CEMENT OR GLASS MAT GYPSUM BACKERS
IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH
MANUFACTURERS' RECOMMENDATIONSAs BACKERS FOR WALL TILE IN TUB AND SHOWERAREAS
AND WALL c'ANELS IN SHOWER AREAS. (PER FRC 702A..1 & FRC 702.4.2).
4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450.
5) WALLAND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT
GREATER THAN 200.
6)ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE CRITICAL
RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM
PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR
ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FFIC316,
7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO
ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278. C
1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS
OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO
ASTM C 557
8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH N3 VAPOR RETARDERS OR VAPOR
PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING
ASSEMBLIES, WALLASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME
SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX
NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
STRUCTURAL NOTES
1) DESIGN LOADS IN ACCORDANCE WITH ASCE07-16.
2) SOIL BEARING CAPACITY: 2000 PSF (MIN.).
3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL. CELLS, AND COLUMNS SHALL HAVE
A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS.
4) SLAB 1 FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS.
SEE PLAN FOR SIZES & STEEL REQUIREMENTS.
5) MINIMUM CONCRETE PROTECTION FOR REINFORCING, BARS:
FOOTINGS: ?"BEAMS: 1 'WSUSPENDED SLABS: 1 'V"
6) LAPALL REINFORCING STEELA MINIMUM OF 48 BAR DIAMETERS EXCEPTAS NOTED G 061STEIE
MINIMUM IN BEAMS AND COLUMNS.
7)ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED.
8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE
IS NOT PERMITED.
9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE
MANUFACTURES INSTRUCTIONSAND STANDARD PRACTICES
10) UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS EXTERIOR PLYWOOD flingAND
INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6" O.C.
FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.1131 DIA.
11) LINTELS SHALL HAVE AMINIMUM 4" BEARING EXCEPT RECESSED LINTELS SHALL HAVE 8" BEARING.
12) PROVIDE,` r CORNER BARS W130" MIN. LAP SPLICE; FOR BOND BEAM.
13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRE=LATH WITH 11 GA. 2" LONG NAILS WITH 318"
0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19132"
CDX PLYWOOD WITH 10D NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD.
14) BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN,A NUMBER EQUAL TO THE
NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE
PLIES UNLESS NOTED.
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SHEET 5
FOUNDATION
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SHEET 7
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SHEET 8
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SHEET 9
DETAILS
SHEET 10
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BOWDOIN G.
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REG. # 70878
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CEILING = 2319 SQUARE FEET"
2319 1150 = 15.5 REQUIRED VENTILATION
224 LINEAR FEET OF 6- X 22" VENTS @ 72" O.C. = 34.22 SQ. FT. 12
= 17.1 SQUARE FEET AVAILABLE FOR CROSS VENTILATION.
17.1 SQUARE FEET > 15.46 SQUARE FEET : SOFFIT VENTILATION OK
PROVIDE 6-X 22" SOFFIT VENTS R 772- ON CENTER
12
ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE
DOORS, AND SIMILAR ENVELOPE ELEMENTS.
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OPENING AREA
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IE END ZONE (NOTE #1)
IN SQUARE FEET
POSITIVE
-----
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-38.5 PSF
+35.5 PSF
-47.6 PSF
15
+35.4 PSF
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+35.4 PSF
-47.4 PSF
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-38A PSF
+35.3 PSF
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25
+35.3 PSF
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+35.3 PSF
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30
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BRG. HT. 8'-1"
REVISION
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STUCCO FINISH
8'X 8'X 16" CONCRETE BLOCK (MASONRY)
ALL CELLS FILLED WITH (3000 PSI) CONCRETE
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(2) # 6 BARS CONTINUOUS
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REVISION
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FIELD ADDED #5 REBAR @ TOP
(MIN. (1) REQUIRED)
21'-9" 16°-0" 20'-3"
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— BOTTOM REINFORCING
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OPENING SC."HEDULF
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OPENING,
MASONRY
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LINTEL
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APPLIED
SAFE
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CODE
OPENING TYPE OPENING
OF BEAM
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LENGTH
COMPOSITE
GRAM l Y
GRAVITY
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BEAM
LOAD
LOAD
LOAD
LOAD
Q
.......
16070 OHG DOOR 192" X 84"
8411
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950
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100
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9611
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6F24-1B/1T
7342
.........
500
3607
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250
O
6080
(1) LITE SWING DOOR 75" X 96"
....... .......... .. ............
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9'-4"
T-6"
8RF14-1 B/l T
2459
500
1462
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250
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SH-25 38" X 63"
...........
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150
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8F16-1 B/1T
6113
200
2724
................................
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SH-25 38" X 63"
8111
.... ........
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........
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.. _ ...
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6113
1000
2724
600
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......... ... . _ ...................
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(1) LITE SWING DOOR 75" X 96"
9611
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.
8RF14-1B/1T
.......
2459
500
1462
250
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SH-25 38" X 63"
81"
V-1"
4'-6"
8F16-1 B/1T
6113
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2724
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............................
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......................................
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.......................... ..
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........................
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6113
.........
200
3547
100
L-1
OPENING AT COVERED ENTRY
117"
11'-1"
6'-6"
8F16-1 B11 T
3480
400
1880
300
TOP OF BEAM
L-2
OPENING AT COVERED ENTRY
117"
9'-4"
8F16-1B/lT
1843
100
1133
100
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... ............
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......... _ ......
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6113
200
4460
15
TOP OF BEAM
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11'-1" I
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914
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519
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REG. # 70878
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ANCHOR 1" X 4" P.T. (MIN.) BUCK WITH SEALANT
PER WATERPROOFING NOTE # 4, AND ANCHORED
TO MASONRY WITH 1-1/2" CASE HARDENED COIL
NAILS AT 12" O.C. MAX.
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STUCCO CEMENT FINISH
CMU WATER RESISTANT COATING
(SEE WATER PROOFING NOTE # 1
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10•
3/4" NOTE:
PRECAST CONCRETE WIND RESISTANT FLUSH
18" SILLAS MANUFACTURED BY CAST-CRETE (OR EQUAL)
1-3/8"
FILLED CELL AT JAMB BLOCK (TYPICAL)
1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS
WOOD TRIM
1" X P. T. WOOD BUCK WITH SEALANT PER
WATERPROOFING NOTE # 4 AND ANCHORED
TO MASONRY WITH 1-1/2" CASE HARDENED
COIL NAILS @ 12" O.C. MAX
SEE WATER PROOFING NOTE # 6
ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN
STRICT ACCORDANCE WITH MANUFACTURE'S
PRODUCT APPROVAL INSTALLATION REQUIREMENTS.
APPLY PFRIMETER SEALANT CAULK
BETWEEN BUCK & WINDOW FRAME
(SEE WATERPROOFING NOTE # 5)
N
CONTINUOUS E OAM INTERIOR AIR
AND Vff— R GEA ," -.t '- �::R
WATERPROOFING NOTE # 6
MARBLE SILL
MORTAR OR GROUT
1/2" DRYWALL
'1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS
pilt•Ti71t»;�tt1
2" X P. T WOOD BUCK. WITH SEALANT PER
WATERPROOFING NOTE # 4 AND ANCHORED
TO MASONRY WITH 114" TAPCONS w/ MIN. 1-1 4"
EMBED. 3" FROM EDGES & 12" O.C. MAX.
SEE WATER PROOFING NOTE # 6
.ANCHOR DOOR JAMB HEADER TO MASONRY IN
STRICT ACCORDANCE WITH MANUFACTURE'S
PRODUCTAPPROVAL INSTALLATION REQUIREMENTS.
NOTE:
8UCK2"X6"P.T. RIPPED
DOWN TO yF; 4-118" P T. wl 3116" TAPCONS
1-114" MIN, E-ME. 4112" O.C. wl # 10 SCREWS, PER
I PRODUCTAPPROVAL,
FASTENERS AS REQUIRED BY WINDOW MANUFACTURER
CORROSION RESISTANT FLASHING PER WATERPROOFING
(NOTE # 2)
CAULK SEAM AT WINDOW INSTALLTION
(SEE WATERPROOFING NOTE # 5)
CMU ¢£f T ER RESISTANT COATING
(SEE WATER PROOFING NOTE # 1 )
SET SILL IN FULL MORTAR BED
STUCCO OR DECORATIVE CEMENTITIOUS COATING
8" C.M.U.
3/4" FURRING TO MASONRY WALL
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W01114 WrAiwill IN RUN
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ENGINEERING
BOWDOIN G.
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RE& # 70878
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