HomeMy WebLinkAboutBUILDING PLANSAINT LUCIE COUNTY, FL
•
TUR PIKIH. FEEDER ROAD
FORT • •'
CE, FIL
r ., 60
BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL_.. DATA
OPENING SCHEDULE: EXTERIOR SWING DOORS, OVERHEAD DOORS, SLIDING GLASS DOORS, FIXED GLASS, AND WINDOWS
PRODUCT DESCRIPTION
MODEL
MANUFACTURER
GLASS
ATTACHMENT METHOD
PRODUCT DESIGN
BUILDING DESIGN '
PRODUCT
NUMBER
DESCRIPTION
-TYPE, SIZE, SPACING & EMBEDMENT
PRESSURES (PSF)
PRESSURES (PSF)
APPROVAL NO.
OVERHEAD
MODEL 9505
WAYNE-DALTON
N/A
(3) %la`" X 1-%" LAC SCREWS PER BRACKET
T-2
-28..8
SEE ELEVATIONS
FL #9174.4
GARAGE DOOR
OUTSWING DOUBLE
DESIGN PRO
JELD-kWEN
IMPACT
3(a" x 1Y4" MIN. EMBED. TAPCONS 0 25" O.C. MAX.
+/-50.0
SEE ELEVATIONS
FL #16674.4
ALUMINUM FRENCH DOOR
SMOOTH PRO
WINDOWS 1 DOORS
SINGLE DOOR
OPAQUE
THERMA-TRU
IMPACT
Y4" x 1Ya MINIMUM EMBED. TAPCONS AT 14.5" O.C. MAX.
+/-55.0
SEE ELEVATIONS
FL #23957.7
FIBERGLASS
ALUMINUM
SERIES 3200
LAWSON
IMPACT
" x " MINIMUM IMUM EMBED. TAPCONS A7 1O.C. MAX.
Y47Yc
+/-59.0
SEE ELEVATIONS
NOA #20-0814.07
CASEMENT WINDOW
INDUSTRIES, INC.
T FIXED WINDOW
SERIES
4200/6200
LAWSON
INDUSTRIES, INC.
IMPACT
A"x 1Y4D.C.=+/-68.0 MINIMUM EMBED. TAPCONS AT 12" D.CSEE
ELEVATIONS
NOA #20-0814.09
MODEL
ATTACHMENT METHOD
PRODUC I DESIGN
BUILDING DESIGN
PRODUCT
PRODUCT DESCRIPTION
NUMBER
MANUFACTURER
TYPE, SIZE, SPACING & EMBEDMENT
PRESSURES (PSF)
PRESSURES (PSF)
APPROVAL NO.
METAL ROOF
5-V CRIMP
EXTREME METAL
FABRICATOR, LEG
#10x1Y2" HEX -WASHER HEAD SCREWS 0 15' O.C.
-93.5 PSF
SEE ELEVATIONS
FL# 17022.1
ROOFING UNDERLAYMENT
4.13 RESISTO
SUPREMA, INC.
SELF -ADHERING
+/-150
SEE ELEVATIONS
FL# 2569.1
LB1236
HURRICANE SHUTTERS
N/A
SOFFIT COVERING TO BE BUILT ON -SITE USING: 3/8°" HI -RIB SELF FURRED EXPANDED METAL LATH `WITH
'K-PAPER" BACKING (CEMCO; 3.4 LBS/SQ. YDS, MEETING ASTM C847) FASTENED TO EACH ROOF TRUSS WITH
NOT
O0
NOT APPLICABLE
SOFFIT COVERING
STUCCO
STUCCO
#8(MIN) x 1 1/4" PHILLIPS PAN/TRUSS HEAD SCREWS (1EI S.S. OR GALV. ASTM A307 STEEL) SPACED 5"
APPLICABLE
L ZONE
WAL ZONE
(WAL 5)
(FBC-R616.4 &
O.C. MAX (2 SCREWS PER EA. SO. FT. OF LATH). 5/8" THICK MIN. CEMENT STUCCO MIXED AND APPLIED IN
R703.1.1)
CONFORMANCE WITH ASTI C926.
1. ALL GLAZED EXTERIOR OPENINGS SHALL BE IMPACT OR PROVIDED WITH SHUTTERS.
2. MAIN EGRESS DOOR MUST BE IMPACT RESISTANT.
i
3. 'WINDOW AND DOOR FENESTRATION SHALL BE IN ACCORDANCE WITH FBC
R703.4 (1.2) AS PER DETAILS PROVIDED
I HAVE REVIEWED THE ABOVE PRODUCT APPROVAL INFORMATION AND APPROVE IT.
NAME: BRIAN MASKOL, P.E. CERTIFICATE NUMBER: 66080
1. DESIGN LOADS IN ACCORDANCE WITH ASCE 7-16.
2. SOIL BEARING CAPACITY: 2500 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 / 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: 3" BEAMS: 1 Y" SUSPENDED SLABS: 1 'Yi"
6. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60
STEEL MINIMUM IN BEAMS AND COLUMNS.
7. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED.
8. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS
NOT PERMITTED.
9. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE
MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES.
10. LINTELS SHALL HAVE A MINIMUM 41' BEARING.
11. PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM.
12. STUCCO CEILINGS AND SOFFIT NOTE: EXTERIOR CEILING AND SOFFIT TO BE STUCCO OVER
WIRELATH W/ 110A. 2" NAILS W/ 3/8" 0 HEAD 0 6" O.C. OVER 3/8" METAL RIB LATH ® 6" O.C.
W/ (2 LAYERSOF 15# FELT OVER EACH FRAMING MEMBER).
13. EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" 0
HEAD ® 6" Q.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" COX
PLYWOOD WITH 10D NAILS TO STUDS ® 6" Q.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.
WALL FINISH/INSULATION NOTES
1. INTERIOR TO BE A" DRYWALL FINISH.
2. ALL INTERIOR GYPSUM BOARD TO BE MIN. Ye" THICK WITH (13 GAGE, 1 3/8" LONG,
19/64" HEAD; 0.098" DIAMETER, 1 9" LONG, ANNULAR -RINGED; 5D COOLER NAIL,
0.086" DIAMETER, 1 5/8" LONG, 15/64" HEAD; OR GYPSUM BOARD NAIL, 0,086"
DIAMETER, 1 5/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C.
FOR SCREWS.
3. WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -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' RECOMMENDATIONS AS
BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER
AREAS. (PER FRC 702.4.1 & FRC 702.4.2).
4. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT
GREATER THAN 450.
5. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT
GREATER THAN 200.
B. ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A
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 FRC316.
7. PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM
TO ASTM C 36, C 79, C 4-15. C 514. C 630, C 931. C 960, C 1002, C 1047, C 1177,
C 1178. C 1278, C 1395. 0 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.
S. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR
PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING
ASSEMBLIES, WALL ASSEMBLIES, 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.
a r
^'."W Planning &Development Services Department
j5.: I` Building & Code Regulations Division
k 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1577
L'
Certification for Design Load Compliance
71h Edition
Project Name: OCCHUIZZO RESIDENCE
TURNPIKE FEEDED RD
Permit #;____ Occupancy Type;_B__ ConstructionType: V
• This certification must be completed, signed, and sealed by the design professional of record.
• If submitting hard copy, submit (2) copies withal) pertinent information. St Lucie Fire Dietdct requires a digitally
signed electronic version.
• if submittirgelectionicaliy, form should be uploaded into Bluebeam. Separate submission to Fire is still required
• All digital files must be in an unlocked Portable Document format (PON version
• Note: Form not required for interior renovations provided that no exterior structural elements are affected and
certain minor building permits at the discretion of the plan reviewer. Contact the # above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGNCODE: Flonda_...RUIL DIp.GCode 7th Edition using ASCE 7-16
2. Structure Designed as(check one): .X Enclosed _Partially Enclosed _Open
3. Risk Category: I X._tl 111 IV Exposure Category:___B__ X_ C _O
4. Design Wind Velocity 165 mph 128 ASD_WA_LRFD Fret Zone Width: 5__ft
5. Mean Roof Height_ 31'-9"' ft Roof Pitch: 6 :12 Parapet: NIA ft
6. Components& Cladding Design Pressures Used:
+35.8 +35.5 +33.9
Zone 4: -38.8 Zone 5: - -47.9 _ Garage: _44.2___
Ea. Roofs
Maximum +/-pressures! L-_Est - last Or define individual zones on the plans
7. Design Loads: Floor:_ gQ..........PSF Roof-Dead:_5__PSF Roof-Live;,_2D_Balcony+/ NIA PSF
Dock: NIA PSF Deck:. NIA PSF Stairs: PSF Fence;_ NIA PSF Railings:_ NiA PSF
S. Were Shear Walls Considered For Structure?_X_Yes Not Applicable Please Explain:
9. Is a Continuous Load Path Provided?. _ _ X_ Yes_ _ ______Not Applicable Explain Why Not:
10, Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? Yes No Assumed
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
comply with the applicable structural portions of the current Florida Building Code as adopted.
Signature, Date, and Seal Print Name Cent # & Co. Can ofAuthorization
SUMMIT LUQbL&FFQF iCS INC ____
Revised 3/25/2021 Company Name & Address
r RECEIVL�
"v't, Lllei4.` DRArte GSFRVtC: S
Lour»y
PHONE: t772)237-7942
W W W.TREASURECOASMRAPIINO.COM
GENERAL NOTES
N
o
,n
L THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERII
Y ALL
P
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DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, EC.
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WILL B
ADDRESSED BY
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2. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS
ENGINEER AS CONSTRUCTION PROGRESSES.
Q
THE
3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDEN
OVER SCALED
DIMENSIONS.
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Q
A
4. ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING
DE (FBC) 2020,
FBC 2020 RESIDENTIAL, FBC 2020 PLUMBING CODE, FBC 2020
CHANICALCODE,
FBC 2020 ENERGY CONSERVATION, AND THE NEC (NFPA 70E)
1 EDITION.
5. RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN
MIRY HEAVY
TERMITE INFESTATION AREA PER FRC 301. I'I
6. ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY w II
E F.B.0 2020
Z
FOR EXISTING BUILDINGS.
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PLUMBING NOTES'I
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1. ALL WORK SHALL BE IN ACCORDANCE WITH THE FB-': 2020-PLUMBING
2. DWV PIPING SHALL BE SCHEDULE 40 PVC.
.
IF�•I
3. WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING:
CPVC, OR REX. IW
PE L COPPER,
4. SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERCROli
ID WITHIN BLDG.
R"I/
5. HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF F
3 SHALL BE
APPLIED TO PIPING LARGER THAN %" NOMINAL DIAMETER, PIPIN
FROM WATER
HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE C
DI TONED SPACE,
Q
PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFO
PIPING LOCATED
A
UNDER THE FLOOR SLAB, BURIED PIPING, SUPPLY AND RETUN
ING IN
RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER
AN 20 FEET.
6. WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH
2O20 ENERGY
Z
CONSERVATION.
1.
ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THEN
(NFPA 70) 2017
EDITION.
2.
A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED
IGHTING FIXTURES
SHALL BE HIGH -EFFICACY LAMPS OR A MINIMUM OF 75% OF Tfll
PERMANENTLY
INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFI
CY LAMPS. (LOW
VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFIC
Y LAMPS).
3.
.RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BE
TWEEN
CONDITIONED AND UNCONDITIONED SPACES.
4.
SMOKE DETECTORS TO BE 110V Wf BATTERY BACK UP - ARC
7H LILT CIRCUIT.
5.
SMOKE DETECTORS TO BE LOCATED AS SHOWN.
6.
SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMO
I DETECTOR
ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE.
7.
PROVIDE BRAWFI CIRCUIT ARC -FAULT PROTECTION FOR ALL Cl
13JITS SERVING:
FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRA
ES, DENS,
BEDRCfk4s, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWA
3. OR SIMILAR
ROOMS PER FBC AND NEC REQUIREMENTS.
S.
PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FO
ALL 125-VOLT,
SINGLE-PHASE 15 AND 20 AMP CIRCUITS SERVING: BATHROOM
GARAGES,
KITCHF'dS, ACCESSORY BUILDINGS, OUTDOORS, OR WITHIN 72"
EDGE OF ANY
SINK
9.
CARBON MONOXIDE DETECTORS TO BE INSTALLED WITHIN 10" OF
NILL BEDROOMS.
10.
EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT.
11.
PRCYIDE ":,APFR RESISTANT RECEPTACLES PER NEC REQUIREM
TS.
��. . III
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1. GARAGE FLOOR SURFACES SHALL BI OF APPROVED NONCOME11BLE MATERIAL.
2. THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES 01 THER VEHICLES
SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS A DRAIN OR
TOWARD THE MAIN VEHICLE ENTRY DOORWAY.
IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM D OUR LOCATIONS,
DRILL 6" INTO CONCRETE (NO CLOSER THAN 3%` FROM EDGES A 5" FROM ENDS OF
CAP WALLS). REMOVE DUST PER IINSTRUCTIONS AND USE 0 PART EPDXY TO
ANCHOR #5 REBAR IN PLACE. USE EITHER HILT C-100 OR SIMP N EPDXY -TIE.
IT IS THE INTENT OF THESE DRAWINGS TO SHOW GENERAL RECUT ENTS RELATED TO THE
CONSTRUCTION OF THIS PROJECT. IT IS NOT THE INTENT TO SHC EACH AND EVERY PIECE
OF MATERIAL OR EVERY METHOD REQUIRED FOR SOUND CONSTRU ON. THE CONTRACTOR
SHALL CHLCK AND VERIFY ALL DIMENSIONS BEFORE STARTING PR I 11GN
CT. JOAN JAFFE LLC IS
NOT RESPONSIBLE FOR ANY ERRORS OR MISTAKES ONCE CONSTR ION HAS BEGAN. IN CASE
OF QUESTIONS, PLEASE CONSULT JOAN JAFFE LLC AND SUMMIT & FORENSICS, INC.
THESE DRAWINGS ARE THE PROPERTY OF JOAN JAFFE, LLC.,
FOR THE f:^NSTRUCTION OF ANY PROJECT OTHER THAN THE
BLOCK Of EACH SHEET.
BUILDING SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIF
IDENTIFICATION SHALL BE LEGIBLE AND PLACED IN A POSITION T
THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS IDEN-
SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS
NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL NOT BE
CHARACTER SHALL BE NOT LESS THAN 4 INCHES (102 MM) IN -
WIDTH OF NOT LESS THAN 0.5 INCH (12.7 MI WHERE REQUIREI
OFFICIAL, ADDRESS IDENTIFICATION SHALL BE PROVIDED IN ADDII
LOCATIONS TO FACILITATE EMERGENCY RESPONSE. WHERE ACCES
PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED
WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE
STRUCTURE. ADDRESS IDENTIFICATION SHALL BE MAINTAINED.
NOT BE USED
1J IN THE TITLE
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DN. THE ADDRESS
IS VISIBLE FROM
,TION CHARACTERS
.L BE ARABIC
LED OUT. EACH
T WITH A STROKE
THE FIRE CODE
L APPROVED
BY MEANS OF A
A THE PUBLIC
) TO IDENTIFY THE
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JOB No: 521-0219
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#5 VERT DOWEL REINF. 0
ALL WALL JAMB, ALL
UNDER
CORNERS, UNDER ALL GIRDERS
AND AT 48" O.C. MAX. (TYP.) FHB
4" THICK MIN. POURED
CONCRETE UTILITY SLAB
REINFORCED WITH FIBERMESH
(VERIFY SIZE AND LOCATION
WITH HOMEOWNER)
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BLOCK w/(4)
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13'-10"
21'-2"
6°' THICK
SLAB (2500 psi min.)
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8"X12" CONCRETE
REINFORCED w/ WELDED WERE AND FIBERMESH ON 6 MIL
a
COLUMN w/(4)#5
VAPOR BARRIER OVER
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& 3 TIES 8" O.C.
CLEAN 95% COMPACTED TERMITE TREATED
®�
PREPARED SUBGRADE
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BELOW FINISH FLOOR
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ALL FOUNDATION
TYPICAL:
STEEL BARS SHALL BE
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CONTINUOUS AROUND CORNERS USING CORNER
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COLUMN w/(4)#5
BARS
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-.........-
CONCRETE
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8"X12" CONCRETE
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36" x 36" x 24" DEEP (2500 PSI)
COLUMN w/(4)#5
& #3 TIES 8" O.C.
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CONCRETE PAD FOOTING w/(3)-#5
BARS EACH WAY
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CONCRETE FQUNDATION NOTES
1. SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM
2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE
PLAN FOR SIZES & STEEL REQUIREMENTS.
2. MINIMUM CONCRETE PROTECTION FOR REINFORCING
BARS: FOOTINGS: 3"
SUBGRADE PREPARATION NOTES
1. THE AREA WITHIN THE LIMITS OF THE FOUNDATION
SHALL HAVE ALL VEGETATION, TOP SOIL AND FOREIGN
MATERIAL REMOVED.
2. CLEAN FILL SAND AND OR GRAVEL FILL, FREE OF
VEGETATION AND FOREIGN MATERIAL, MUST BE PLACED
TO DESIGN SUBGRADE LEVEL AND COMPACTED TO
ASSURE UNIFORM SUPPORT OF THE FLOOR SLAB.
3. SUBGRADE COMPACTION SHALL BE ACHIEVED BY
MEANS AND METHODS DETERMINED BY THE
RESPONSIBLE CONTRACTOR. SOIL DENSITY TESTING BY
INDEPENDENT SOILS TESTING FIRM SHALL BE REQUIRED
TO INSURE PRESCRIBED SOIL DENSITIES ARE ACHIEVED.
4. AFTER FOOTING EXCAVATION, AND FORMING,
CONTRACTOR SHALL RECOMPACT SUBGRADE SOILS
USING SUITABLE VIBRATORY MECHANICAL COMPACTOR.
THE UPPER 16 INCHES OF SOILS UNDERLAYING THE
WALL FOOTINGS. SHOULD HAVE A MINIMUM DENSITY OF
95% OF THE MAXIMUM DRY UNIT DENSITY AS
DETERMINED BY MODIFIED PROCTOR METHOD FOR THE
EXISTING SOILS. IN -PLACE SOIL DENSITY TESTS
SHOULD BE PERFORMED IN ACCORDANCE WITH ASTM
D-2922, AT A FREQUENCY DETERMINED BY THE SOIL
TECHNICIAN TO VERIFY UNIFORMITY OF THE
UNDERLYING SOIL DENSITY, PRIOR TO PLACING
CONCRETE.
5. SUBBASE COMPACTION FOR THE FLOOR SLAB FILL
MATERIAL SHALL BE UNIFORMLY COMPACTED TO A
MINIMUM DENSITY EQUAL TO 95% OF THE MAXIMUM
DRY UNIT DENSITY OF THE FILL AS DETERMINED BY
MODIFIED PROCTOR METHOD IN ACCORDANCE WITH
ASTM D-1557.
6. CONCRETE SLABS ON GRADE SHALL BE PLACED OVER
A POLYETHYLENE VAPOR BARRIER WITH A MINIMUM
THICKNESS OF 6 MILLS, INSTALLED WITH LAPPED
JOINTS NOT LESS THAN 6 INCHES AND CONTINUOUSLY
TAPPED WITH HIGH DENSITY POLYETHYLENE ADHESIVE
TAPE.
F6
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Rv'
4'-
I
7 DOWEL 08" 01
& AS SHOWN
(TYP. AT FOYER)
1. ALL DOWELS AND VERTICAL BARS ARE #5
EXCEPT AT EXTERIOR FOYER WALL BARS ARE #7
2. #5 DOWELS 44°° L#5 #7 DOWELS 56°° L#7
(30" LAP) (42" LAP)
10'° #5 14" #7
3. ATTACH DOWELS TO FOOTING STEEL
5. FILL CELLS AT VERTICAL DOWELS
GROUT6. • BE 3000AND REBAR TO BE
GRADE 60
5
8" x 16" CONCRETE
COLUMN w/(6) #5 &
#3 TIES ® 8" O.C.
#3 DOWELS x 1'-O"
LNG. SPA. ® 1'-4"
IE O.C. EPDXIED 6" INTO
CONCRETE COLUMN
WINDOW AND DOOR NOTE:
** IT IS THE RESPONSIBILITY OF THE
WINDOW AND DOOR SUPPLIER TO
COORDINATE ALL REQUIRED OPENINGS
WITH THE CONTRACTOR PRIOR TO ANY
WORK. THE WINDOW SUPPLIER IS
RESPONSIBLE FOR CODE COMPLIANCE
OF HIS PRODUCTS.
8" MASONRY WALL, SEE PLAN
#5 REBAR 048" O.C. (MAX.) ADD (1) CONTINUOUS #5
& AS SHOWN ON PLANS TOP BAR AND #4 X 5'-0'
TRANSFER BARS w/ 10' HOOK
% MIN. X 8" WIDE BLOCK SPA. 0 1'-6" O.C. WHERE
RECESS
DESIGNATED ON FOUNDATION
30" MIN. W #5 PLAN
& 42" MIN. @ #7 (^ 6" (NICK (MIN.) POURED
w z GONG. (2500 PSI MIN.) 6" THICK (MIN.) POURED
GONG. (2500 PSI MIN.)
FINISHED FLOOR ADD (1) CONTINUOUS #5
TOP BAR AND #4 X
FINAL GRADE--""'5'-C" TRANSFER BARS
TTN W/ 10' HOOK SPA.
�i����������•l ��li �� i��i�y��\���\�y�. y����i�� 1 DESIGNATEDEON �'�� �ii� + •e
12" MIN. EMBEDMENT ��. .��� FOUNDATION PLAN 6x6-WL4xW1.4 WWM
BELOW EXISTING GRADE &FIBERMESH
3" MIN.
(3) #5 CONTINUOUS REBAR -- 2'-0" g" CLEAR COVER THICKENED EDGE
MIN. (TYP.). FOOTING WITH (3) #5
6X6-W1.4xW1.4 WWM BARS CONTINUOUS
DOUBLE WITHIN 3 FT.
FROM FOOTING (TYP)
& FIBERMESH
F1 EXTERIOR WALL FOOTING F TIG AT OHG
SCALE: 318" = V-0"
" MASONRY WALL, SEE PLAN
#5 REBAR ' O.C. (MAX.)
& AS SHOWN ON PLANS
ADD (1) CONTINUOUS #5
TOP BAR AND #4 % 5'-0-
TRANSFER BARS w/ 10" HOOK
_ SPA. 0 V-6" O.C. WHERE
DESIGNATED ON FOUNDATION
°a ? PLAN
7- CURB 6" THICK (MIN.) POURED kz` DIA.00" A.B. 024" O.C.-
> GONG. (2500 PSI MIN.) MAX. W/7" MIN. EMBED,
FINAL GRADE _ , 2" (MIN.) P.T. SOLE PLATE w
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12 MIN. EMBEDMENT (TYP.).
,�
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DOUBLE WITHIN 3 FT.
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& FIBERMESH
tJ E3 SECTION F..INTERIORT P
BEARING SCALE: 318F_)" = i°-0°' NON -BEARING
" MASONRY WALL, SEE PLAN
5 REBAR 048' O.C. (MAX.)
& AS SHOWN ON PLANS
%-MIN. X 8" WADE BLOCK
RECESS
6" THICK (MIN.) POURED
3 )k" POURED CONC. CONC. (2500 PSI MIN.) X" TOOLED EDGC, TYP,
PORCH SLAB OR F.F.
PAVERS PER PLAN
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MIN. ✓�
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VERIFY W/
SCALE: 318" = 1'-0"
2x6 FRAMED NON -BEARING
WALL SEE TYP. DETAIL FOR
CONNECTION TO FOUNDATION
° THICK (MIN.) POURED
CONIC. (2500 PSI MIN.)
6X6-W1.4xW1.4 WWM
& FIBERMESH
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6" THICK (MIN.) POURED
GONG. (2500 PSI MIN.)
6X6-W1.4xW1.4 WWM
(OR FIBERMESH)
(1) #5 BARS CONTINUOUS
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JOB No: 521-0219
P I
�` j1 �_ f
3" VTR
4" (MIN.)
TO ON -
SEWER
4" (MIN.) BUILDING SEWER
TO ON -SITE SANITARY
SEWER LIFT STATION
SANITARY PLUMBING ISOMETRIC
SCALE: N.T.S.
3" VTR
LINTEL SCHEDUI._E.:
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
6113
1400
3060
1600
5206
1400
2362
-
2459
800
1364
600
2661
500
1624
700
1002
200
560
200
6113
200
3524
200
6113
1400
3060
1600
1075
1 200
607
200
LOCATIONS, WORST CASE LOADING IS SHOWN
:AST CONCRETE LINTEL AS NOTED ON PLANS
NOTE:
1.
COMPOSITE BEAM DEPTHS SHOWN ARE MINIMUM REQUIRED, AND MAY BE
INCREASED IN FIELD WITHOUT ENGINEER'S APPROVAL.
2.
CALCULATED APPLIED GRAVITY LOAD AND
APPLIED UPLIFT SHOWN ARE WORST CASE, ROOF TRUSS GIRDER LOADING HAVE BEEN
CONSIDERED.
3.
MASONRY CONTRACTOR TO VERIFY EACH
MASONRY OPENING WIDTH AND
HEIGHT PRIOR TO CONSTRUCTION.
4.
LENGTHS OF LINTEL SHOWN ARE ACTUAL
LINTEL SIZES (BEARING OF 4"
EACH END). SAW CUT BOTTOMS OF LINTEL
MANUFACTURERS NOTCHES WHEN NEEDED
TO EXTEND REBAR THROUGH
LINTEL @ EACH SIDE OF OPENING.
5. ALL LINTELS SHALL BE SET TO PROVIDE A MINIMUM 4" BEARING ON MASONRY AT EACH END, UNLESS DETAILED ON THESE PLANS.
6. REINFORCED PRECAST "U" LINTELS SHALL BE MANUFACTURED WITH 5 1/2" LONG NOTCHES AT EACH END TO ACCOMMODATE
PLACEMENT OF VERTICAL REINFORCING AND GROUT FILLING CELLS BELOW.
7. SEE TYPICAL LINTEL SECTION FOR CAST-CRETE DESIGNATIONS AND PLACEMENT OF REINFORCING STEEL. STEEL PLACED IN BOTTOM OF
PRECAST LINTEL SHALL BE SET ON WIRE CHAIR TO PROVIDE 3/4" CLEARANCE OFF BOTTOM.
F = FILLED WITH GROUT / U = UNFILLED _
r QUANTITY OF #5 REBAR AT _ a• '
BOTTOM OF LINTEL CAVITY �
F1 6-1 B/1T Io 44
'f) Z
LQUANTTTY OF #5 m
REBAR AT TOP •
NOMINAL HEIGHT
NOMINAL WIDTH
7-5/8" ACT
8" NOMINAL WIDTH
TYPE DESIGNATION 8F1 6-1 B/1T
***FILL CELL ON EACH SIDE OF EVERY OPENING AND UNDER ALL GIRDERS
— #5 REBAR CONTINUOUS
ALONG TOP OF WALL
1-1/2" CLEAR
— 8" BOND BEAM BLOCK
(RINKER/CEMIX #TB1 OR EQ.)
— GROUT SOLID
(3000 psi)
—#5 REBAR AT BOTTOM
3/4" CLEAR OFF
8" PRECAST LENTIL
154 CFM
10x10x8
2"0
10x10x8
148 CFM
21 I M
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16
4x4
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44 — — — — �\ 3 CFM u 108 CFM
149 CFM \ 8x x4
10x10x8
MECHANICAL PLAN
Bx4,4 S A R
(1 M)
9 NEW SUPPLY AIR RESGISTER (SIZE & CFM)
g"r / NEW SUPPLY AIR DUCT (R-8 FLEX)
■ SUPPLY AIR DISTRIBUTION BOX
(RIGID FIBER DUCT BOARD)
CEILING MOUNTED RETURN AIR GRILL
(w/o FILTER) WITH FLEX TRANSFER DUCT
T.OEVERED DOOR CAlIft.T ATTON
REQIREDREI'LRPCEM: 02Ck-fi
REOIIIRED NET FREE OPENING; 168 SO. INCHES
DOOR SIZE: 38"WIDF X 96" IIIOD
LOUVER SIZE: 26" WIDE X 04" RICH (2184 SO. INCH ES)
LOUVER MATERT.AL: WOOD
NE'1 k'ktiE OPEN LV G AT LOL \'ER: ild4 SQ. IN. X U.25 — SX. SQ. IN. (1'ER k'RC M130+,q,1.2)
34G SQ- IN.OPENIN[:> 168 SQ. [N_OPENIN(;
THEREFORE, LOUVERED DOOR O.K.
N.T.S.
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P2
DRYER VENT
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5/8" PLYWOOD
PRE -FABRICATED ENGINEERED
WOOD TRUSSES
(6) #7 BARS
(1)2x8 P.T. CONTINUOUS WOOD —
LEDGER (SYP #2 OR DOUGLAS FIR
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WALL w/ %"0 HILTI KWIK BOLT
TYPE Ill WITH 6Y2" EMBED (MIN.)
012" O.C. w/PLATE WASHER
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TYPE III WITH 6Y2- EMBED (MIN.)
012" O.C. w/PLATE WASHER
2x4x24" DEEP PRE -FABRICATED
ENGINEERED FLOOR TRUSSES 0
24" O.C. (SEE 2ND FLOOR
FRAMING PLAN FOR LAYOUT)
2x4 BLOCKING 0 24" O.C.
ACROSS BOTTOM CHORD FIRST 2
SETS OF FLOOR TRUSSES w/
(2)16d NAIL AT EACH TRUSS
5/8" GYPSUM DRYWALL BOARD
❑• #3 DOWELS x 1'-0"
LNG. SPA. 0 1'-4"
O.C. EPDXIED 6' I
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AND ATTACHMENT NEWEL WOOD POST
REQUIREMENTS
BY OTHERS
CABLE SPACER BAR
TOWER WINDOWS LOCATION
-- SCALE: IN' = T-V
LJ-6400 TOP HAND
RAIL 0 36" MIN. A.F.F.
952" T316 STAINLESS
STEEL CABLE (TYP.)
PAN RY
21°-10"
#5 040" O.C. MAX. &—
AS SHOWN U.N.O. (TYP.)
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10'-0"CEILING LINE
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SHEET-A3
36"H MIN. A M
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OPEN TO BELOW
L-6
K BATH
10'-0"CLG/TILE
Mm Pro
IL
--_- WALL BELLOW LINE
SECOND FLOOR LAYOUT
SCALE: 1/4" 1'-0"
■ ■ ■
24'-O"H x B" CMU MASONRY WALL
30'-0"H x 8" CMU MASONRY WALL
10'-0"H x 8" CMU MASONRY WALL
2x6 STUD NON -BEARING PART. WALL
IiijiijiiIiijiijiiIINTERIOR
INTERIOR 2x4 STUD NON -BEARING PARTITION WALL
L-1
PRE -CAST CONCRETE LINTEL DESIGNATION (SEE SHEET-P2)
VTR
SOIL PIPE VENT THROUGH ROOF
54%72" SH
WINDOW MARK (ALL IMPACT)
(54"W x 72"H OPENING) NOMINAL
(SEE MANUFACTURER'S SPECS FOR DETAILS)
2680
INTERIOR DOOR MARK
(2°-6"W x 8'-O"H OPENING)
6'x8' GLAZED DOOR
EXTERIOR DOOR MARK (ALL IMPACT)
(6 0 W x 8'-0' H OPENING) NOMINAL
(SEE MANUFACTURERS SPECS FOR DETAILS)
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WINDOW AND DOOR NOTE-
** IT IS THE RESPONSIBILITY OF THE WINDC
AND
DOOR SUPPLER TO COORDINATE ALL REOt
ED
OPENINGS WITH THE CONTRACTOR PRIOR TC
ANY
WORK. THE WINDOW SUPPLER IS RESPONSH
FOR
CODE COMPLIANCE OF HIS PRODUCTS.
S SHALL HAVE FLOORS AND
LIS TO
ABSORBENT MATERIALS ASP
FBC
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ONG A TUB OR SHOWER, WI
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DN AFTING SERVICES
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JOB No: 521-0219
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OWNER SELECTED
STONE VENEER
FRONT ELEVATION ONLY
DECORATIVE PRE —CAST -
BRACKETS OVER RAISED
STUCCO BANDING (TYP.)
METAL ROOF/STANDING SEAM OVER
ICE AND WATER SHIELD PEEL AND STICK
12 (COLOR & PROFILE TO BE SELECTED 12
6 BY OWNER, TYP.)
Ilia IIII p1I sill IN . 6U ..N „o .,
T.O. WALL T.O. WALL - —
12
6 28°-0" 28'—O"
T.O. WINDOW T.O. WINDOW
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—
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T.O. WINDOW 19'-4"
T.O. WINDOW
+" SMOOTH SAND STUCCO
1F lE tE 1E FINISH OVER MASONRY 1E
FAUX PRECAST OR EXTERIOR (TYPICAL)
DECORATIVE EFIS IMPACT RESISTANT
CONTOURED CEMENT DOORS & WINDOWS
STUCCO (TYPICAL (TYP.)
WHERE INDICATED)
L2_ 12
T.O. FLOOR 0 T Q. FLOOR ' /
F��lll r I�I
FRONT VIEW ELEVATION
SCALE: 1/4" = 1'-0"
ELEVATION
SCALE. 1/4" = 1'-0"
T.O. F.F.E. Y Yf.O. F.F.E.
12
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12
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FINISH OVER MASONRY
EXTERIOR (TYPICAL)
SMOOTH SAND STUCCO
FINISH OVER MASONRY
EXTERIOR (TYPICAL)
RIGHT VIEW ELEVATION
SCALE: 1/4" = 1'-O"
12
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SCALE: 1/4" = 1'-0"
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JOB No: 521-0219
A2
INTERIOR �:.
SCALE: 1/4" m 1'-0"
CALCULATE ATTIC VENTILATION
REQUIRED VENT. - 1,484 F..1..2 (144 IN2/FT2)/150 = 1,425 IN
SOFFIT VENT. = 170 FT/6'-O" O.C. = 29 VENTS
29 VENTS (6"X22"X0.5) = 1,914 IN
UPPER VENT. _ (3) UPPER VENTS = 300 IN
TOTAL VENT. = 2,214 IN2
WIND PRESSURES AS PER ASC: ;'-16
EXTERIOR OPENING DESIGN PRESSURE CHART 160 MPH EXP: C:
AREA
I
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!MARK
ZONE 4
ZONE 5
POSITIVE (PSF)
NEGATIVE (PSF)
POSITIVE (PSF)
NEGATIVE (PSF)
1
10.0
1 +33.4
-36.3
+33.4
-44.8
2
15.0
+32.7
-35.1
+32.7
-43.0
3
20.0
+31.9
-34.7
+31.9
-41.7
4
25.0
+31.6
-33.8
+31.6
-40.6
5
30.0
+31.3
-33.6
+31.3
-40.1
6
35.0
+31.0
-33.4
+31.0
-39.4
7
40.0
+30.6
-33.3
+30.6
-38.7
8
45.0
+30.3
-32.9
+30.3
-38.1
9
50.0
+30.0
-32.8
+30.0
-37.7
10
100
+28.4
-31.2
+28.4
-34.7
STONE VENEER NOTE: (OPTIONAL FEATURE)
STONE VENEER UNITS NOT EXCEEDING 10 INCHES (254 MM) IN THICKNESS SHALL
BE ANCHORED DIRECTLY TO MASONRY, or CONCRETE BY THE FOLLOWING METHODS:
1. WITH CONCRETE OR MASONRY BACKING, ANCHOR TIES SHALL BE NOT
LESS THAN 0.1055-INCH (2.68 MM) CORROSION -RESISTANT WIRE, OR
APPROVED EQUAL, FORMED BEYOND THE BASE OF THE BACKING. THE
LEGS OF THE LOOPS SHALL BE NOT LESS THAN 6 INCHES (152 MM) IN
LENGTH BENT AT RIGHT ANGLES AND LAID IN THE MORTAR JOINT, AND
SPACED SO THAT THE EYES OR LOOPS ARE 12 INCHES (305 MM)
MAXIMUM ON CENTER (D.C.) IN BOTH DIRECTIONS. THERE SHALL BE
PROVIDED NOT LESS THAN A 0.1055-INCH (2.68 MM)
CORROSION -RESISTANT WIRE TIE, OR APPROVED EQUAL, THREADED
THROUGH THE EXPOSED LOOPS FOR EVERY 2 SQUARE FEET (0.2 Mz) OF
STONE VENEER. THIS TIE SHALL BE A LOOP HAVING LEGS NOT LESS
THAN 15 INCHES (381 MM) IN LENGTH BENT SO THAT IT WILL LIE IN THE
STONE VENEER MORTAR JOINT. THE LAST 2 INCHES (51 MM) OF EACH
WIRE LEG SHALL HAVE A RIGHT-ANGLE BEND. ONE -INCH (25 MM)
MINIMUM THICKNESS OF CEMENT GROUT SHALL BE PLACED BETWEEN THE
BACKING AND THE STONE VENEER.
IN
9
2"X6" COMPOSITE
DECKING
GROUT MASONRY -
SOLID AT ANCHORS
PRE -CAST -
LINTEL (TYP.)
12" COLUMN BLOCK
w/(4) #5 (TYP.)
SIMPSON LUS26-'
W/(8)-10d _
0
2X6 P.T. JOIST I
SPA. 0 1'-4" O.C. cv
GALV. METAL TRUSS CONNECTORS
(SEE TRUSS TO WALL CONNECTOR
SCHEDULE)
(2)-2"X6" P.T. LEDGER W/3/4"
HILT] KWIK BOLT 3 W/NUT AND
WASHER SPA. 0 2'-8' O.C.
GROUT MASONRY SOLID AT
ANCHORS
(6) #7 BARS
X" BOLT W/NUTS &
WASHERS
X" U-PLATE
(2) %"HILTI KWIK BOLT TYPE -
(3) W/6X- EMBED (MIN.) W/NUTS
1Y" �
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--0 0 0
3„
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SCALE: AS NOTED
JOB No: 521-0219
A3
i
METAL ROOFING OVER ICE AND WATER
SHIELD PEEL AND STICK ON %" COX
PLYWOOD SHEATHING ALL OVER
PRE —FABRICATED ENGINEERED WOOD
TRUSSES
(SEE ROOF SHEATHING NAILING ZONE
DIAGRAM AND NAILING SCHEDULE FOR
NAILING REQUIREMENTS)
GALV METAL TRUSS SEAT/HURRICANE—
ANCHOR STRAP 0 EACH TRUSS
EMBEDED INTO BOND BEAM (SEE TRUSS
TO WALL CONNECTOR SCHEDULE)
2x6 (SYP. #2) BLOCKING 0 EVERY
THIRD TRUSS (2-16d COMMON NAILS
EACH END) TYPICAL
TOP OF WALL BEARING HEIGHT
ATTACH 1X2 P.T. TRIM WITH
NON —CORROSIVE (1) 12GA. x 2" LONG
RING —SHANK NAILS 0 24" O.C. (MAX.)
2X8 FASCIA ATTACHED TO EACH
TRUSS TAIL w/ 2-16d NAILS (MIN.)
6"X22" SCREENED SOFFIT VENTS
SPAC. 0 6'-0" O.C. MAX.
N' MIN. STUCCO ON HIGH RIBBED SELF
:::
FURRING GALV. METAL LATH, TYP.
2x4 P.T. CONT. NAILER FASTEN TO WALL
w/Y4"0 x 3" TAPCON 016" O.C. AND END
NAIL w/2-16d OR TOE NAIL w/3-10d (MIN.)
8" CMU BOND BEAM BLOCK GROUTED SOLID w/(1)
#5 BAR CONT. AND EXTEND MIN. 6" INTO JAMB
BLOCK EACH SIDE OF OPENING (TYPICAL 0 ALL
WINDOWS)
8" CMU WALL — (1) #5 VERT. REINF. BAR GROUTED
FILLED CELLS 0 40" O.C. MAX. AND AS INDICATED
ON 2ND FLOOR PLAN
#5 VERT. REINF. BAR TO EXTEND THROUGH 2ND
FLOOR BOND BEAM BLOCK (TYPICAL)
w CONTINUOUS 3 COURSES OF 8" CMU BOND BEAM
y BLOCK GROUTED SOLID w/ (2) #5 BARS EACH
=
COURSE (OR 1—#7 BAR EACH COURSE) WITH (1) #5
CORNER BAR x 30" OVERLAP TYPICAL
w
x
3 (2) 2x8 P.T. CONTINUOUS WOOD LEDGER (S.Y.P. #2
OR DOUGLAS FIR #1 OR BETTER) WITH STAGGERED
END JOINTS 36" LAP MIN. ANCHORED TO WALL WITH
�Y4"0 HILTI KWIK BOLT TYPE III WITH 6N' (MIN.)
EMBED. 0 8" O.C. WITH PLATE WASHERS & NUTS
8" U—SHAPE PC LINTEL (SEE LINTEL —
SCHEDULE FOR SIZE AND REINFORCING)
8" CMU BOND BEAM BLOCK GROUTED SOLID w/(1)
#5 BAR CONT. AND EXTEND 6" MIN. INTO JAMB
BLOCK EACH SIDE OF OPENING (TYPICAL 0 ALL
WINDOWS)
1/2" STUCCO (MIN.) ON ALL MASONRY EXTERIOR
WALLS (TYP. U.N.O.) WITH TEXTURED FINISH AS
INDICATED ON ELEVATION DRAWINGS
8'° CMU WALL — (1) #5 VERTICAL REINF. BAR
GROUTED FILLED CELLS AT 40" O.C. MAX.
(SEE FOUND. PLAN FOR BAR LOCATIONS)
(1) #5 DOWEL BAR (12" HOOK TYP.) WITH 12" MIN.
EMBEDMENT AND 30" LAP SPLICE LENGTH TYPICAL)
SEE FOUNDATION PLAN FOR BAR SPACING
FINISHED FLOOR ELEV. (FFE)
•
12
SEE ELEV1
2X4 BLOCKING AT PLYWD PANEL EDGES (NAILED WITH
2-16d COMMON NAILS AT ENDS) SEE ROOF SHEATHING
NAILING ZONE DIAGRAM AND NAILING SCHEDULE FOR
BLOCKING LOCATION
R-30 FIBERGLASS BATT
INSULATION W/ KRAFT PAPER
CONTINUOUS 2 COURSES OF 8" CMU BOND BEAM BLOCK
GROUTED SOLID w/ (2) #5 BARS EACH COURSE w/ (1)
#5 CORNER BAR x3O" OVERLAP TYPICAL
(2—#5BARS=1—#7 BAR MAY BE USED)
_---PROVIDE 8" U—SHAPE PC LINTEL 0 WINDOW & DOOR
OPENINGS (SEE LINTEL SCHEDULE FOR SIZE AND
REINFORCING)
i --PRECAST SILL BY PRECAST MFR.
GYPSUM WALLBOARD SHEATHING OVER
1-X2°° (NOMINAL) P.T. FURRING STRIPS ®24" O.C.
(MAX.) AND R-4.1 FOIL INSULATION MIN. WITH
REFLECTIVE VAPOR BARRIER
/ BASE BOARD
2"x P.T. BLOCKING BETWEEN FLOOR TRUSSES FASTEN TO
MASONRY BOND BEAM BLOCK w/ Y4"O TAPCONS x 3N'
LONG 06" O.C. AND TOE NAIL TO TRUSS w/ 2-16d
COMMON (TYP)
(2) SIMPSON HGAM10KTA W/(4) Y4" SOS x 1X"
�& (4) Y4x234" TITEN 2 0 EACH TRUSS
ADD (1) CONTINUOUS #5 TOP BAR �/ N/, A
AND #4X5'-0 TRANSFER BARS
w/ 10" HOOK SPA. 0 1'-6" O.C. WHERE
DESIGNATED ON FOUNDATION PLAN
SEE FOUNDATION PLAN FOR DIMENSIONS
AND CONSTRUCTION DETAILS
Y4' T&G B—D PLYWOOD SUBFLOOR SHEATHING APPLIED
WITH STAGGERED HEAD JOINT AND FASTENED TO EACH
FLOOR TRUSS w/ SUBFLOOR ADHESIVE (CONFORMING TO
BOTH AFG-01 & ASTM D4398) AND #8x2Yz" DECK TOP OF 2ND FLOOR TRUSS
SCREWS 0 6" D.C. ALONG EDGES AND 8" O.C. IN FIELD ELEV. = 12'-0"
& 99' PLYWOOD LAYER ABOVE
\ TYPICAL DOUBLE 8" CMU
BOND BEAM BLOCK
2x4x24" DEEP PRE —FABRICATED ENGINEERED
FLOOR TRUSSES 0 24" O.C. (SEE 2ND FLOOR
FRAMING PLAN FOR LAYOUT)
GYPSUM DRYWALL BOARD
WINDOW BUCK
(SEE WALL OPENING Sl
BUCK DETAILS) si
PRECAST SILL BY PRECAST MFR.
Yz" GYPSUM WALLBOARD SHEATHING OVER
1"X2" (NOMINAL) P.T. FURRING STRIPS 0 24" O.C.
(MAX.) AND R-4.1 FOIL INSULATION MIN. WITH
REFLECTIVE VAPOR BARRIER
6" THICK CONCRETE FLOOR SLAB OVER PREPARED
~ "/--SUBGARDE (SEE CONSTRUCTION NOTES FOR REQUIREMENTS)
PREPARED SUBGRADE
(SEE CONSTRUCTION NOTES FOR REQUIREMENTS)
SCALE: N.T.S.
a'—n" AAIM
ON 1E: SCALE: NTS
1. ALL 2ND STORY EXTERIOR WALL DOUBLE TOP PLATES SHALL BE
CONTINUOUS. WHERE SPLICE IS REQUIRED, PROVIDE 6'-0" MIN. LAP AND
FASTEN PLATES TOGETHER w/ (24) 16d NAILS (2 ROWS STAGGERED)
OPTIONAL: SPLICE PLATES TOGETHER w/ SIMPSON STS236 w/ (20) 16d
NAILS EACH END
(1)2x8 P.T. CONTINUOUS WOOD LEDGER
(SYP #2 OR DOUGLAS FIR #1 OR BETTER)
ANCHORED TO WALL w/ -Y4'0 HILTI KWIK
BOLT TYPE III WITH 6Yz" EMBED (MIN.)
012" O.C. w/PLATE WASHER
2x4 BLOCKING ® 24" O.C. ACROSS
BOTTOM CHORD FIRST 2 SETS OF
FLOOR TRUSSES w/ (2)16d NAIL AT
EACH TRUSS
2x4x24" DEEP
PRE —FABRICATED
ENGINEERED FLOOR
TRUSSES 0 24" O.C.
3g" GYPSUM DRYWALL BOARD
CONTINUOUS 2X4 P.T. BLOCKING (2"x4" MIN.)
FASTENED w/ Y4"O TAPCONS x 3J2" LONG ® 16"
D.C.
2ND FLOOR FRAMING
WITH TRUSS PABALLEL TO WALL
PRE—ENGINEERED WOOD —
TRUSSES SPACED 24" O.C.
2X4 BLOCKING AT PLYWD PANEL EDGES
(NAILED WITH 2-16d COMMON NAILS AT
ENDS) SEE ROOF SHEATHING NAILING
ZONE DIAGRAM AND NAILING SCHEDULE
FOR BLOCKING LOCATION
BOND BEAM BLOCK (SEE LINTEL SCHED.
FOR REINF) (1)#5 CORNER BAR WITH
30" TYP OVERLAPS GROUT FILLED
8" U—SHAPE PC LINTEL (SEE LINTEL —
SCHEDULE FOR SIZE AND REINFORCING)
PRECAST SILL BY PRECAST MFR.—
1X2 PT FURRING STRIPS 0 24" 0.(
(TYP) R-41 FOIL INSULATION) AND
1/2" GYPSUM DRYWALL (TYPICAL)
6" THICK CONCRETE FLOOR SLAB
OVER PREPARED SUBGARDE (SEE
CONSTRUCTION NOTES FOR
REQUIREMENTS)
PREPARED SUBGRADE
(SEE CONSTRUCTION NOTES FOR
REQUIREMENTS)
SCALE: N.T.S.
1. SEE PRODUCT APPROVAL SCHEDULE FOR METAL ROOFING REQUIREMENTS WHICH HAVE BEEN SELECTED
TO COMPLY WITH 2O20 FBC—RESIDENTAIL, CHAPTER 9, SECTION R905.4 AND CLASSIFIED TO MEET
Vult=160 MPH WIND RESISTANT RATING PER TABLE R905.4.4.1
2. INSTALLATION OF METAL ROOFING SHALL BE PER MANUFACTURER SPECIFICATION.
3. INSTALLATION OF METAL ACCESSORIES SHALL CONFORM TO 2020 FBC.
METAL STUD WALL FRAMING NOTES,
1. WHEN METAL STUDS ARE SELECTED FOR INTERIOR NON —BEARING PARTIOTION WALL FRAMING SHALL
CONSIST OF COLD —FORMED STEEL MATERIALS AS FOLLOWS:
A) 3V' METAL STUD: 3 1/2" (25 GA.) COLD —FORMED STEEL STRUCTURAL C—SECTION
PRODUCT DESIGNATION: 350S162-43: 33 KSI, G60 (OR BETTER)
B) 3X" METAL TRACK: 3 1/2' (25 GA.) COLD —FORMED STEEL STRUCTURAL T—SECTION
PRODUCT DESIGNATION 350T137-33; 33 KSI, G60 (OR BETTER)
2.BOTTOM TRACK STUDS SHALL BE FASTENED TO THE CONCRETE FLOOR SLAB WITH POWDER— ACTUATED 0.22
CALIBER (MIN.) SHOT PINS, 1" LONG x 0.300 HEAD DIA. x 0.145 SHANK DIA, NTH W DIA. STEEL WASHER.
PLACE 1 SHOT PIN AT 16' O.C. STAGGERED FROM SIDE —TO —SIDE OF TRACK, OR EQUAL.
3. ALL METAL. STUDS SHALL BE FASTENED TO TOP AND BOTTOM TRACKS WITH (2) MIN. #8-18 x Y'4" S.M.S.
(0.164" DIA. SHANK x 5/16" HEAD), OR BETTER.
4. METAL STUD TRACK SHALL BE FASTENED TO 2x4 WOOD STUD FRAMING WITH (2) #12-16 x 13'4" HEX WASHER
HEAD WOOD SCREWS (OR BETTER).
12
®� ISEE ELEV.
METAL ROOFING OVER ICE
AND STICK ON W' COX PL
OVER PRE —FABRICATED EN
(SEE ROOF SHEATHING NAI
NAILING SCHEDULE FOR NO
GALV METAL TRUSS SEAT/F
STRAP ® EACH TRUSS EMB
(SEE TRUSS TO WALL CONN
ALUMINUM DRIP EDGE OVER
TOP OF W
ATTACH 1X2 P.T. TRIM WITH
12GA.x2" LONG RING —SHANK
2X8 FASCIA ATTACHED TO I
TRUSS TAIL w/ 2-16d NAIL
jig" MIN. STUCCO ON HIGH F
FURRING GALV. METAL LATH
2x4 P.T. CONT. NAILER FAS
w/Y4O x 3" TAPCON 016"
NAIL w/2-16d OR TOE NAIL
BOND BEAM BLOCK GROUTEI
CONT. (AND EXTENDING MIN.
EACH SIDE OF OPENING (TYI
1/2" STUCCO (MIN.) ON ALL
WALLS (TYP. U.N.O.) WITH T
INDICATED ON ELEVATION DF
8" CMU WALL — (1) #5 VEF
GROUTED FILLED CELLS AT
(SEE FOUND. PLAN FOR BAI
(1) #5 DOWEL BAR (12" HO
EMBEDMENT AND 30" LAP i
SEE FOUNDATION PLAN FOR
FIN
ADD (1) CONTINUOUS #5 TC
AND #4X5'-0" TRANSFER B
w/ 10" HOOK SPA. ® V-6'
DESIGNATED ON FOUNDATI01
SEE FOUNDATION PLAN FOR
AND CONSTRUCTION DETAIL'.
WATER SHIELD PEEL
D SHEATHING ALL
RED WOOD TRUSSES
ZONE DIAGRAM AND
REQUIREMENTS)
:ANE ANCHOR
INTO BOND BEAM
d SCHEDULE)
P.T. TRIM
BEARING HEIGHT (BRG
—CORROSIVE (1)
_S ® 24" O.C. (MAX.)
(MIN.)
BED SELF
TO WALL
AND END
3-10d (MIN.)
SOLID w/(1) #5 BAR
4" INTO JAMB BLOCK
'AL 0 ALL WINDOWS)
dASONRY EXTERIOR
;TURED FINISH AS
WINGS
CAL REINF. BAR
I" O.C. MAX.
LOCATIONS)
( TYP.) WITH 12,1' MIN.
-ICE LENGTH TYPICAL)
IAR SPACING
LI R ;ff•T41:aQI1A!/<IyY
BAR
IS
).C. WHERE
PLAN
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N.T.S.
DRAF WG S1 VICFSs
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PHONE: (772) 237-7942
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SCALE: AS NOTED
JOB No: 521-0219
I
•'III r`:,,.c�, :�� �.•.
SIMPSON STRONG —TIE ROOF
TRUSS CLIP TYPE STC (1 CLIP
0 2x4S, 2 CLIPS ® 2x6S, 3
CLIPS @ 2XII (NOTE: EQUAL
ANCHORS MAY BE SUBSTITUTED)
SEEM
102=041130N
ATTACH P.T. WOOD STUD
TO CMU WALL WITH
Y4" X 3" TAPCON AT
24" O.C. VERT.
USE .145" DIA P.A.F.
016" O.C. TO CONCRETE
WOOD BASE BOARD MOLDING
RAT RUN 1x4 (MIN.)
LAID FLAT 08'-0" Q.C.
" GYPSUM WALLBOARD
SHEATING
2x4 CONT. TOP PLATE
OR LIGHT GAUGE METAL
T—TRACK
WOOD STUDS LIGHT GAUGE METAL C—STUD
2x4S 0 16" O.C. FOR ITO 14' 3 1/2" ® 24" O.C. FOR H=8' TO 10'
2x4S ® 24" O.C. FOR H=8' TO 10' 3 1/2" 0 16" O.C. FOR H=10' TO 14'
2x6S ® 24" O.C. FOR H=10' TO 14'
WOOD STUD TO PLATE
2-16d NAILS ® 2x4S
3-16d NAILS 0 2x6S
Y2" GYPSUM WALLBOARD SHEATING
P.T. 2X SOLE PLATE OR LIGHT GAUGE
METAL TRACK STUD (SEE NOTE #2)
CONCRETE FLOOR SLAB PER PLAN
1. PLACE FIRE BLOCKING CONSISTING OF 2x4 SOLID BLOCKING (OR CODE APPROVED EQUAL) BETWEEN
ALL STUDS IN ALL INTERIOR PARTITION WALLS EXCEEDING 10'-0" IN HEIGHT. BLOCKING TO BE
PLACED IN A CONTINUOUS ROW AT 8'-0" (+/—) ABOVE FINISHED FLOOR SLAB.
2. INTERIOR PARTITION BEARING WALLS CONSTRUCTED WITH LIGHT GAUGE METAL STUD SHALL BE
CONSTRUCTED OVER 2X P.T. WOOD PLATE FASTENED AS NOTED IN THIS DETAIL.
3. ATTACH P.T. 2x4 STUD TO ADJACENT CMU WALLS WITH Y4'x3" TAPCONS AT 24" O.C. VERT.
STUCCO CEMENT FINISH
CMU WATER RESISTANT COATING
(SEE WATERPROOFING NOTES)
F444
CORROSION RESISTANT FLASHINGPER WATERPROOFING NOTES Q
r♦
Leammmangusm •1410
ImWolam"
NOTE:
WINDOW FRAME SHOULD BE COMPLETLY SEATED
ON THE BUCK. IN NO INSTANCE SHALL THE
FRAME OVERHANG THE BUCK
M I.' I♦ . oMo.
CONTINUOUS FOAM INTERIOR AIR
AND WATER SEALANT PER /
WATERPROOFING NOTES f
MORTAR OR I.r
GROUT
SCALE: N.T.S.
SCALE: 1/2" = 1 °-0"°
FILLED CELL AT JAMB BLOCK (TYP)
1x3 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS
SEE WATER PROOFING NOTES
P.T. WOOD BUCK WITH SEALANT PER
WATERPROOFING NOTES AND ANCHORED TO
MASONRY PER BUCK ATTACHMENT NOTE.
ANCHOR WINDOW FRAME TO MASONRY IN STRICT
ACCORDANCE WITH MANUFACTURE'S PRODUCT
APPROVAL INSTALLATION REQUIREMENTS.
FASTENERS AS REQUIRED BY WINDOW MANUFACTURER
CORROSION RESISTANT FLASHING PER WATERPROOFING
NOTES
CAULK SEAM AT WINDOW INSTALLATION
(SEE WATERPROOFING NOTES)
CMU WATER RESISTANT COATING
(SEE WATERPROOFING NOTES)
SET SILL IN FULL MORTAR BED
STUCCO OR DECORATIVE CEMENTITIOUS COATING
8" C.M.U.
3Y4" FURRING TO MASONRY WALL
PRECAST CONCRETE WIND RESISTANT FLUSH
SILL AS MANUFACTURERD BY CAST—CRETE
(OR EQUAL)
PRE —CAST GONG. LINTEL
SEE LINTEL SCHEDULE
SIZE & REINFORCEMENT
CENTERED 16" LONG 2x8 P.T.
(SYP) BLOCKING FOR TORSION
SPRING (AS REQUIRED)
_-
_ __ _ ___ _____________ __ __
_.
III
IIr(
II
� _
II
u
cn
N' DIA. WEDGE ANCHOR
3—Y2" EMBEDMENT w/2" _
2x6x16' 0" P.T. (SYP) ATTACHED
SQUARE WASHER w x 3" TAPCONS @16" O.C.
/ Y4
w/ 1" DIA. MIN. WASHERS
2x6 P.T. (SYP) WOOD JAMB FASTENED
w/ "x3—X" (S.S. 304) HILTI KWIK BOLT ®
3 EXPANSION ANCHOR (OR EQUAL) w/ 2" I
SQUARE WASHER (SEE BUCK DETAIL) COr
GARAGE FLOOR SLAB
�
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4
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II
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IIII
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FOOTING PER FOUNDATION PLAN
NOTE: VERIFY WITH DOOR MANUFACTURER
FOR SPECIFIC ATTACHMENT
REQUIREMENTS. SEE MANUF. SPECS AND
PRODUCT APPROVAL
(2)#5 DOWEL WITH 30" OVERLAP
STUCCO CEMENT FINISH —
FILLED CELL AT JAMB BLOCK (TYP)
CMU WATER RESISTANT COATING Li I
(SEE WATERPROOFING NOTES)
a
a a
° 10 P.T. WOOD FIRRING ALL (3) SIDES
a CONTINUOUS
WOOD TRIM
CORROSION RESISTANT FLASHING
PER WATERPROOFING NO FES P.T. WOOD BUCK NTH SEALANT PER
WATERPROOFING NOTES AND ANCHORED TO
MASONRY PER BUCK ATTACHMENT NOTE.
APPLY PERIMETER SEALANT CAULK
BETWEEN BUCK & WINDOW FRAME
(SEE WATERPROOFING NOTES) SEE WATERPROOFING NOTES
_. � 4 i ( Ir
BEARING HEIGHT
SEE EXTERIOR
ELEVATIONS
GARAGE__________
FLOOR SLAB �
ANCHOR DOOR JAMB HEADER TO MASONRY IN
STRICT ACCORDANCE WITH MANUFACTURE'S
PRODUCT APPROVAL INSTALLATION REQUIREMENTS.
SCALE: N.T.S.
(2) #5 IN FULLY GROUTED CELLS
ADJACENT TO GARAGE DOOR
OPENING AS SHOWN
D D FI—
� nC
D 4
2x6 P.T. (SYP) WOOD JAMB FASTENED w/ "0—YZ"
(S.S. 304) HILTI KWIK BOLT 3 EXPANSION ANCHOR (OR
EQUAL) w/ 2" SQUARE WASHER SPACED 016" O.C. MAX.
` STEEL TRACK BRACKETS TO BE FASTENED TO WOOD
2x6 BUCK w/ PER GARAGE DOOR MANUFACTURER'S
SPECIFICATIONS (OR AS NOTED BELOW)
OHGD TRACK BRACKETS TO P.T. BUCK
7' HIGH DOOR: (7) Xs" x 1—%" LONG CORROSION RESISTANT
HEX HEAD LAG SCREWS SPACED PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
K DETAIL
SCALE: N.T.S.
1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT CC
SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER R
COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. TH
APPLICATION OF THE CMU WATER RESITANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF
OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECT OI
CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS.
2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASOI
3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE
AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL
ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH
CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COA-
A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT.
4. PROVIDE PAN FLASHING AT SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SE?
SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE Bi
FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL. PAN F
SHALL BE CORROSION RESISTANT (OPTIONAL NOT REQUIRED IF ITEM #1-3 INSTALLED).
5. PROVIDE CONTINUOUS 3/1 BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT ALL PERIMETER C
AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION.
6. AFTER WINDOW/ DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST
AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTI
PERIMETER.
NOTE:
WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PRO'
• FOR WINDOWS, SGD, AND SWING DOORS USE 2X4, 2X6, 2X8, 1X6, 1X8, DOUBLE 1X6, OR
ACCEPTABLE.
• ALL BUCKS MUST BE PRESSURE TREATED.
• ALL BUCKS MUST COVER ENTIRE DEPTH OF THE DOOR/WINDOW JAMB.
BUCK ATTACHMENT:
• FOR 1
X BUCKS ATTACH TO CMU WALL WITH:
1 1/2"
LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS
AND 12- O.C.
OR
16"
X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C.
OR
1/4" X
1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C.
• FOR 2
X BUCKS ATTACH TO CMU WALL WITH:
2 1/4"
LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS
AND 12" O.C.,
OR
3/16"
X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C.
OR
1/4" X
2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C.
• FOR DOUBLE
1 X BUCKS ATTACH FIRST COURS TO CMU WALL
WITH
1 1/2"
LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS
AND 12" O.C.
OR
3/16"
X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C.
OR
1/4" X
1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C.
ATTACH SECOND COURS TO CMU WALL THRU FIRST COURSE WITH:
2 1/4"
LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS
AND 12" O.C.
OR
3/16"
X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C.
OR
1/4" X
2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C.
G TO
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JOB No: 521-0219
S2
#5 VERTICAL BARS WALL REINFORCING
ABOVE WALL OPENINGS SHALL BE
PROVIDED WITH A STD, ACI HOOK TIED
TO LINTEL REINFORCING STEEL (TYPICAL)
30'-0" TYPICAL WALL HEIGHT
da
28'-0" WINDOW HEADER HEIGHT
PRECAST CONCRETE LINTEL)
(SEE SCHEDULE FOR DESIGNATION
AND REBAR REQUIREMENTS)
REBAR PLACED IN LINTEL MUST BE
CONTINUOUS —NO SPLICING ALLOWED
2 COURSES OF 8" BOND BEAM BLOCK
(CEMEX/RINKER # T81 OR EQ.) ALONG TOP OF
ALL WALLS
A REINFORCED WITH (1) #5 BARS CONTINUOUS IN
EACH BLOCK
4 a ,
4 . a ,
LINTEL TYPE
A 'i °� 8F24-113/21
MIN. SECTION
=ARING
SET PRECAST CONCRETE WINDOW SILL (SEE
DETAIL 5, SHEET—S2) OR POUR IN PLACE
CONC. SILL W/ (2) #4 BARS EXTENDED 6"
(MIN.) INTO EACH SIDE JAMB BLOCK BEFORE
GROUTING WALL CAVITIES (OR DRILL AND
SET WITH 5" EPDXY EMBEDMENT)
B" CMU BLOCK WALL— REINFORCED AS
NOTED ON THE PLANS AND INDICATED IN
DETAILS (ALL VERTICAL BARS SHALL BE
HOOKED INTO TOP BOND BEAM BLOCK)
I (1) #5 VERTICAL BARS —TYPICAL AT ALL WALL
OPENINGS LESS THAN 8'-0" WIDE
'PROVIDE (2)—ROWS OF BOND BEAM FOR ALL OPENINGS 8'-0" WIDE AND LARGER SHALL HAVE
WALLS WITH HEIGHT OVER BOND
(1) #5 BAR IN 2 ADJACENT BLOCK CELLS GROUTED
SOLID (SEE PLANS FOR LOCATIONS)
TYPICALI PLACEMENT AT WINDOW OPENINGS
TOWER SCALE: N.T.S.
2 COURSE OF 8" BOND BEAM BLOCK
(RINKER TYPE T81 OR f
BAR CONTINUOUS IN EACH COURSE,
FILLED SOLID WITH GROUT
HORIZONTAL / BEAM BNTH STD. 90* ACI HOOK ARS
MINIMUM) (TYPICAL)
" BEARING HEIGHT
f • s :• • �®
TERMINATE HORIZ,
REINF. AT THE JOIN
(2) FULL HEIGHT VERI
REINF. BARS EACH SII
OF CONTROL JOINT.
14
ELEVATION VIEW
PLAN VIEW
TYPICAL CMIJ WALL
mail
1111
MINI
a
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4 4, ,
SET (1) #5 VERT BARS GROUTED SOLID
a IN TWO ADJACENT BLOCK CELLS
® END WALLS ABOVE 2ND FLOOR LINE
I.
#5 REBAR WITH STD. 90- HOOK AT
TOP GROUTED SOLID
I [DETAIL
SCALE: N.T,S,
5LB. BUILDING FELT (MIN.) CONTINUOUS
)N ONE SIDE ONLY
CAULK AND PREMOLDED FOAM
BACKING ROD
FILL VOID SOLID WITH MORTAR
DURING WALL ASSEMBLY
DISCONTINUE HORIZONTAL
WALL REINFORCING
DET
N.T.S.
NOTES :
1. SAW CUT BOND BEAMS, TIE BEAMS 1" DEEP TO CONTINUE WALL CONTROL
JOINT TO TOP OF WALL.
2. CONTROL JOINT SPACING IS NOT TO EXCEED 25'-0" O.C. IN WALLS WITH
MORE THAN 25'—O" OF UNINTERRUPTED MASONRY. REFER TO DWGS. FOR
ADDITIONAL SPECIFIED LOCATIONS AS NOTED THUS (WCJ).
3. CONTINUE ALL BOND BEAMS, TIE BEAMS REINF. THROUGH THE JOINT.
BLOCK JOINT MATERIALS:
A SEALANT SHALL CONSIST OF A HIGH PERFORMANCE EPDXIDIZED POLYURETHANE
SEALANT, SUCH AS "DYMERIC 240", AS MANUFAfJTURED BY TREMCO, INC.
B BACKER ROD SHALL CONSIST OF CLOSED CELL, CROSS LINKED POLYETHYLENE
FOAM ROD, NON —GASSING.
PROVIDE PRE—FAB "L" JOINT
REINFORCING AT ALL CORNERS
8" CMU BLOCK REINFORCED AS
INDICATED ON THE PLANS
PLAN VIEW
1 STRAP FOR UPLIFT 1175#
2 STRAPS FOR UPLIFT UP TO 2350#
24'-0" TYPICAL WALL HEIGHT
94 f wo lk e M. L
LINTEL TYPE
Iq 8F48-1B/2T
SECTION A —A
irwr� �nUuvfr r1JRIZONTAL JOINT
REINFORCEMENT 0 24" O.C. VERTICAL
01:411
SIMPSON HTSM16
COMMON PRE—ENGINEERED ROOF TRUSS
(ONLY) (MISALIGNMENT OF GIRDER TRUSS
CONNECTOR TO BE APPROVED BY ENGINEER)
(4) Y," x 2—Y4" TITEN
MASONRY
SCREWS
SPACED EVENLY 0 LEAST
1—X"
FROM TOP,
AND INTO TOP CORD.
(8)
10d X
3" NAILS
6: STANDARD
D♦R . REPAIR
Ar:. w STRAP
'it ♦ `.,
MISALIGNMENT
A 2 COURSES OF 8" 13OND BEAM BLOCK
(CEMEX/RINKER # T81 OR EQ.) ALONG P OF
at: ALL WALLS
:'•;:'x %';�_;,` REINFORCED WITH (1) #5 BARS CONTINU US IN
1"- EACH BLOCK
A
PRECAST CONCRETE LINTEL—x
(SEE SCHEDULE FOR DESIGNATION
AND REBAR REQUIREMENTS)
REBAR PLACED IN LINTEL MUST BE
CONTINUOUS -NO SPLICING ALLOWED
SET PRECAST CONCRETE WINDOW SILL (
DETAIL 5, SHEET-S2) OR POUR IN PLAT
CONC. SILL W/ (2) #4 BARS EXTENDED
(MIN.) INTO EACH SIDE JAMB BLOCK BE
GROUTING WALL CAVITIES (OR DRILL AN
SET WITH 5" EPDXY EMBEDMENT)
CMU BLOCK WALL- REINFORCED AS
NOTED ON THE PLANS AND INDICATED
. DETAILS (ALL VERTICAL BARS SHALL I
HOOKED INTO TOP BOND BEAM BLOCK)
(1) #5 VERTICAL BARS -TYPICAL AT ALL WALL
OPENINGS LESS THAN B'-O" WIDE
ALL OPENINGS 8'-0" WIDE AND LARGER SHALL HAV
"PROVIDE (2)-ROWS OF BOND BEAM FOR (1) #5 BAR IN 2 ADJACENT BLOCK CELLS GROUTED
WALLS WITH HEIGH"I' OVER 8' 0"° SOLID (SEE PLANS FOR LOCATIONS)
NT PLACEMENT IOPENINGS
SCALE:
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MOM :(772)237-9942
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SCALE: N.T.;S.
JOB NO: 521-0219
S3
PROVIDE 2'W
BLOCKING ® ALL
PLYWOOD SEAMS, 48" NAIL SHEATHING W/ 10D NAILS
BACK OF GABLE END. 4" O/C ® PERIMETER ® 6" O/C IN
NAIL SEAM W/ 10d FIELD
4" O.C. EA. SI PREFABRICATED WOOD
$0P2"x4'x8' TRUSSES 24" ON CENTER
CDX PLYWO EE ROOF PLAN
SHEATHI G
PROVIDE 1/8"
SPACING AT PANEL LATERAL BRACING
EDGES
10d NAILS AT 6"O.C. IN
2% WOOD FASCIA FIELD AND
TYPICAL WALL SECTION INTERMEDIATE
NAILED Wf 2-16d SUPPORTS AND 4"o.c.
NAILS ® EACH TRUSS @ GABLE ENDS & FIRST —
48" BACK AROUND VERTICAL —�
1/8" SPACE AT PANEL REINFORCEMENT,
ENDS PERIMETER AS REQUIRED 2'1 COMPOSITE
DECKING 1X COMPOSITE TREAD
STRUCTURAL (SEE PLAN) GROUT, AS LANDING 0 11'-8"
BEAM SEE REQUIRED - -
SCHEDULE = (SEE PLAN)
� 2X COMPOSITE RISER
CONCRETE 2"X6" P.T.P.T JOIST SIMPSON H2-5A
MASONRY SPA. O 1'-4" O.C. W/(10)-8d EACH
WALL
STRINGER (TYP.)
TYPICAL ROOF SHE DETAIL 16" PRE -CAST SIMPSON HUC26-2 _//
V f.S. DOWELS MAY BE BENT LINTEL (MIN.) W/(8)-Ya" X 2Ya' 1
UP TO 1 IN. LATERALLY TITEN 2 & (4)-10d TO P.T. BEVELED HANDRAIL
PER 6 IN. VERTICALLY JOIST BLOCK (TYP.) \\
12" COLUMN BLOCK (2)-2X12 CUT SIMPSON LCE4
CONCRETE W/(4)-#5 BARS STRINGERS SPA. W/(24)-16d
�19/32" COX PLYWOOD FOUNDATION ® V-4" O.C. (TYP.) P.T. BEVELED -
- SHEATHING x (SEE PLAN) BLOCK (TYP.) of
,..
4X8 P.T.
2x4 S.Y.P, #2 VERT. STRUT ATTACH . (TYP.)
TO TOP & BOTT. CHORD W/ (3) IMPROPERLY LOCATED FOUNDATION DOWELS MAY BE BENT TO ALIGN WITH VERTICAL 4X4 P.T.
16d. IF VERT. WEB NOT PROVIDED MASONRY CORES. CONCRETE COLUMN DOWEL BARS THAT ARE OUT OF POSITION ARE EACH END (TYP.) BOTTOM ® -4"
BY TRUSS MANUFACTURER PERMITTED TO BE BENT 1 INCH LATERALLY FOR EACH 6 INCHES OF BAR
PROTRUDING FROM THE FOUNDATION SIMPSON HGAMIOKTA
2x4 S.Y.P. #2 CROSS BRACING EQUAL EQUAL EQUALL EACH STRINGER
ATTACH CROSS BRACING TO
STRUTS W/ (2) 16d NAILS. (25 x PSI x 2N DEEP SIMPSON ABU44Z
< Z'
FOOTING
PSI) CONCRETE PAD W/(12)-16d NAILS &
N\ — �4 FOOTING WITH (3)-#5 BARS %" ROD EPDXIED "
ATTACH TO TRUSS WEB 6
EACH WAY (TYP.) INTO CONCRETE (TYP.)
6"
W/ (2) 16d NAILS.
lo 1x4 S.Y.P. #2 LATERAL BRACING
AT 6'-0" C/C OR PER PLAN.
TYPICAL INTERIOR TRUSS CROSS -BRACING BAR BENDING DIAGRAM FOR CONCRETE STAIRS DETAIL
N.T.S. N.r.s. N.r.s.
COLUMN WITH 9 GAUGE
REINFORCEMENT (SEE COLUM VERTICAL REINFORCEMENT DUG 0 WALL
SCHEDULE FOR DETAIL) PER PLAN LADDER TYPE
CONTINUOUS LATERAL HORIZONTAL
BRACING, AS REQ'D. TYPICAL HORIZONTAL REINFORCING PROVIDED I \ REINFORCE -
AT EVERY OTHER COURSE (16" VERTICALLY) ! MENT EVERY
•. STANDARD NO. 9 LADDER TYPE FOR REIN- I OTHER BLOCK
FORCEMENT MUST EXTERIOR WALLS TYPICAL 1 .,`/ �® COURSE
REINFORCEMENT MUST EXTEND 4" MIN. AT
SIDE WIRES. �\ I \ — VERTICAL\��', REINFORCEMENT
PER PLAN
SHEATHING I �� �
COMPRESSION WEB 45^ FILLED CELL
DIAGONAL BRACING REINFORCEMENT (SEE COLUMN
(SLOPING OR VERTICAL) SCHEDULE FOR DETAILS)
DIAGONAL BRACING `��\ i 9 GAUGE
CONTINUOUS LATERAL NAILED TO OPPOSITE O C
BRACING SIDE OF WEB DUR-O-wALL
LADDER TYPE
TO PREVENT LATERAL HORIZONTAL CONT. BOND BEAM, SEE PLANS
MOVEMENT --/ REINFORCE— MASONRY AND SCHED. FOR SIZE AND REINF
CEILING AT 20'-0" SPACING MENT EVERY UNITS
OTHER BLOCK
DIAGONALS CORNER DETAIL COURSE WALL DETAIL PLACE METAL LATH/CAVITY CAP OR WIRE
FROM BRACED SCREEN OVER CELLS NOT TO BE j
BAY AT CONTINUOUS LATERAL PREFAB. 9 GAGE GALV. HORIZ. CORNER FILLED WITH GROUT (SHEET METAL
20'-0"(;) BRACING LOCATED ON JOINT REINF. ® 16" (DUR—O—WAL LADDER AND FELT PROHIBITED)
SPACING (BOTH OR NEAR PANEL O TYPE PREFAB CORNER, OR SIMILAR) (EVERY TERM. VERT. WALL
ENDS) POINT (8'-0" TO OTHER COURSE) REINF. IN STD. 90' HKS.
10'-0" SPACING) 1 6 GROUT —FILLED CMU CELLS,
PLACE GROUT IN LIFTS NOT
TO EXCEED 4 FEET; PUDDLE
BOTTOM CHORD 6• OR VIBRATE IN PLACE
CMU CELLS CONTAINING REINF. SHALL BE
110<<ZONTAL REINFORCEME_NT DETAIL 0 COLUMN OF TRUSSES 1 _ FILLED SOLIDLY WITH GROUT; VERT. CELLS
45" (TYP) N.T.S. . TN��' i 9 GAGE GALV. HORIZ. JOINT REINF. ® SHALL PROVIDE A CONTINUOUS CAVITY, �\
llloillilloiligilligi 16" (DUR-O-WAL LADDER TYPE, OR FREE OF MORTAR DROPPINGS, AND AT
SIMILAR) (EVERY THIRD COURSE) LEAST 2" x 3" IN SIZE
VERT, REINF. IN GROUTED CELLS, SEE
\ PLAN FOR SIZE AND SPACING, PROVIDE
NAIL PLYWOOD SHEATING TO \ MATCHING FDN. DOWELS, DI CE
48 BAR A 2X4 DIAGONAL BRACING BLOCKING W/ 10d NAILS 4 IN. OC. CONCRETE CMU UNITS PROVIDE BRACING EVERY OTHER (CMU),— \Y
ATTACHED w/(2) 16d NAILS AT TYPICAL JOINT REINFORCEMENT DETAIL COMPLYING WITH ASTM C-90,
ERECT AND BRACE WOOD TRUSSES IN ACCORDANCE WITH THE "TRUSS PLATE INSTITUTE" BRACING EACH END AT CORNER IN RUNNING BOND, WITH 3/8"
WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS, BWT-76, BRACING IN THE PLAN OF THE WEB VALLEY TRUSS AT MAXIMUM SPACING OF JOINTS
MEMBERS : 48 IN. OC. PREFAB. 9 GAGE GALV. HORIZ. 'IT"a. THE TRUSS FABRICATOR IS TO PROVIDE AND LOCATE CONTINUOUS LATERAL BRACING FOR EACH 2x4 CONT. BLOCKING WALL INTERSECTION JOINT REINF.
TRUSS WEB MEMBER, AS REQUIRED. 2-16D TOE NAIL 16" (DUR-D-WAL LADDER TYPE
b. RESTRAIN LATERAL BRACING WITH CONTINUOUS DIAGONAL BRACING (MIN. 2" THICK NOMINAL PREFAB TEE, OR SIMILAR) (EVERY OTHER COURSE) FACE SHELLS WITH TYPE M MORTAR;
LUMBER). PLACE MORTAR ON CROSS WEBS
c. A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS REQUIRED, ONE AT EACH VERTICAL WEB ADJACENT TO CELLS WHICH WILL
MEMBER CLOSEST TO BEARING LOCATIONS. SIMPSON MTS16 TWIST ROOF SHEATHING BELOW y BE GROUTED TO PREVENT LEAKAGE
HURRICANE STRAP
BRACE THE BOTTOM CHORDS WITH CONTINUOUS LATERAL BRACING SPACED AT 6 FEET, FROM VALLEY
NAILED TO THE TOP OF THE BOTTOM CHORD. ATTACH DIAGONALS AT 45 TO THE TRUSSES TO 24" O/C VALLEY TRUSSES SET FIRST COURSE IN FULL
LATERAL BRACES (EACH END). IF BUILDING EXCEEDS 60 FEET IN LENGTH, ATTACH LOWER TRUSS — Y"ipd' �� MORTAR BED
DIAGONAL BRACING AT 20'-0" SPACING. ®MAX SPACING OF 11•V'Ol 9 GAGE GALV. HORIZ. JOINT REINF. ® CLEAN -OUT OPENINGS AT GROUT
TOP CHORD BRACING 6'-0" W IJN 16" (DUR—O—WAL LADDER TYPE, OR FILLED CELLS, REQUIRED IN WALLS
/(7 ) 16d LOWER ROOF TRUSSES SIMILAR) (EVERY OTHER COURSE) OVER 4 FEET HIGH
a. IF PLYWOOD DECKING IS APPLIED DIRECTLY TO TOP CHORD, PROPERLY LAPPED AND NAILED TO NAILS (TYP.) FOUNDATION, SEE PLAN AND
DEVELOP DIAPHRAGM ACTION, BRACING IS NOT REQUIRED. TO VALLEY TRUSS & SCHED. FOR SIZE AND REINF.
b. IF PURLINS ARE USED, DIAGONAL TOP CHORD BRACING IS REQUIRED AT EACH END. IF BUILDING TRUSS BELOW
EXCEEDS 60 FEET IN LENGTH, ATTACH DIAGONAL BRACING AT 20'-0" SPACING.
TYPICAL JOINT REINFORCEMENT DETAIL
AT WALL INTERSECTION
TYPICAL INTERIOR TRUSS BRACING TYPICAL VALLEY TRUSS DETAIL TYPICAL REINFORCED CMU WALL CONSTRUC I -ION
N.T.S. N.T.S. N.T.S.
J01
DFA ING SP VICSS
PHONE: (772) 237-7942
W W W.TRHASIIRHCOASTDAARI'ING.COM
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JOB No: 521-0219
,, r
TRUSS CONNECTOR SCHEDULE
TRUSS
ID
BEARING
POINT
TRUSS ACTUAL.
UPLIFT
CONNECTOR
ID
CONNECTOR
UPLIFT
DESIGN
FASTENERS
NOTES
GRI„ GRA
A
<3100
(1)-MGT
3966¢
(1)-5/0" TERD. ROD EPDXIED 7" MIN. h (22) 10d
AT CBS BEARING
JC2„ JC4, JCA, JC%,
KJC, JSC, GRC
C
K9f7
(1)-MTS12 &
1000/
(14)-10d Y 1 1/2"
I
AT SPUD WALL
(I)-HGA1D
-
(6)-1/4" % 1 1/2" SDS
C
B
129
LUS24
377
(4)-lod X 1 1/2" TO LEDGER & (2)-10d TO TRUSS
`)
VALLEYS
CONT.
100 # PLF
{ }MTs I6
1 1000
(14) - 10d x 1 1/2"
1 STRAP AT EACH END AND AT 24" O.C.
O
ALLTHAN OTHERS
1450f SS
EACH
<1460/
jI-HGAMIOETA
1450
M-1/4" X 1 1/2" BIDS k (4)-1/4" % 2 3/4" TTTEN 2
AT CBS ]DEARING
TRUSS COMPANY
CHAMBERS
LAYOUT DATE
-
➢ATE
T
-
NOTE: All, STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED
NOTES:
®VAULEY TRUSSES MAY BE ATTACHED N VTCR W/(4)--j9 SD x RV TO SUPPORTING TRUSS AND (3)-/9 SO x W TO VAUZY
TRUSS IN LIEU OF WHIG AS STATED, VTCR SE191 BE RMAILKID AT RACE END AND 24" O.C. MAL
2USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" M. FOR ANCHOR BOLTS (A.B.).
TRUSS NOTES:
1. ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGlam
2. CONTRACTOR TO FROVMR PAUL INC., AND B=tRG IMPARTMENT WITH ENGINEERED TRUSS DRAWINGS BKFORE INSTALLING TRUSSES.
3. CONTRACTOR TO VERIFY ALL ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND DISTALUNG TRUSSES.
4. TRUSS TO TRUSS CONNECTION TO HE PROVIDED BY TRUSS COMPANY.
5. SU TRUSS CONNECTOR SCR. FOR TRUSS 70 WALL CONNECTIONS.
10d x 1 1/2' = SIMPSON'S SUPPLIED EQUIVALENT NAIL
FOR COMMON 10 PENNY WEIGHT NAIL
DS = SIMPSON'S STRONG -DRIVE 1/4' DIA. WOOD SCREW (OR EQUAL)
!+) SINGLE PLY TRUSS
(*0) DOUBL_. PLY TRUSS
ROOF FRAMINQ PLAN _
SCALE: 114" m V-0"
1. DESIGN UPLIFT REACTIONS HAVE BEEN DETERMINED AND PROVIDED BY THE TRUSS MANUFACTURER'S SHOP DRAWINGS (CHAMBERS; JOB NO.77521; LAYOUT DATE: 09/24/21; CUT -SHEET
DATE: 09/28/21) AND REVIEWED BY THIS STRUCTURAL ENGINEER FOR DETERMINATION OF THE TRUSS CONNECTOR TYPE AND ALLOWABLE LOADS NOTED IN THE TRUSS TO WALL CONNECTOR
SCHEDULE.
2. LATERAL SHEAR FORCES (F1) AND TRANSVERSE LOADS (F2) ON TRUSS CONNECTORS HAVE BEEN EVALUATED IN ACCORDANCE WITH THE 2020 FBC-RESIDENTIAL CODE.
3. ALL TRUSS TO PERIMETER 8' CMU WALL CONNECTORS SHALL BE META 12; UNLESS DESIGNATED OTHERWISE ON THE ROOF FRAMING PLAN.
4. MINIMUM 4" EMBEDMENT WITH MINIMUM EDGE DISTANCE OF 2" REQUIRED FOR META STRAPS CAST -IN -PLACE.
5. TRUSS ANCHOR -META 16 STRAP SHALL BE PROVIDED WITH "TSS" MOISTURE BARRIER SEAT.
6. ANCHORS HANGERS, AND TIE STRAPS AS SHOWN IN THE ABOVE SCHEDULE ARE IDENTIFIED ON THE ROOF FRAMING PLAN. SUBSTITUTION OF APPROVED EQUAL OR BETTER ANCHORS,
HANGERS AND TIE STRAPS FOR THE SPECIFIED ALLOWABLE LATERAL A UPLIFT LOADS ARE ACCEPTABLE.
7. THE SIMPSON STRONG -TIE CONNECTOR ALLOWABLE LOAD VALUES SHOWN IN THE ABOVE SCHEDULE ARE THE C-2018 PUBLISHED VALUES BASED ON WOOD TRUSSES FABRICATED USING
SOUTHERN YELLOW PINE AND INCLUDE AN APPLIED 1/3 STRESS INCREASE FOR WIND LOAD DURATION ONLY, IN ACCORDANCE WITH NDS ALLOWABLE STRESS DESIGN PERMITTED FOR WOOD
OR FASTENERS IN WOOD.
8. PROVIDE SUITABLE PRE -FORMED OR LIQUID APPLIED MOISTURE BARRIER BETWEEN BOTTOM CHORD OF ROOF TRUSS AND TOP OF MASONRY WALLS, WHEN BARRIER IS NOT PROVIDED WTH
TRUSS CONNECTOR.
9. SIMPSON STRONG TIE ANCHORS AND STRAPS PRODUCTS SHALL BE HOT DIPPED (H.D.) ZINC -GALVANIZED PER ASTM A123 TO G90 AS MEASURED BY ASTM A653, OR BETTER.
10. ALL CARBON STEEL ANCHOR BOLTS, FASTENERS, AND NAILS, UNLESS OTHERWISE SPECIFIED, SHALL BE HOT DIPPED ZINC -GALVANIZED IN ACCORDANCE WITH ASTM A153 STANDARDS.
11. ANCHOR BOLTS (A.B.) SHALL CONSIST OF "J" BOLTS WITH MIN. EMBEDMENT OF 10" CAST -IN -PLACE AT TIME OF WALL GROUTING WORK. SETTING ACHOR BOLTS AFTER WALL
CONSTRUCTION SHALL CONSIST OF ALL THREADED ROD (ATR) DRILLED AND ANCHORED WITH HILD HIT RE-500 INJECTION EPDXY SYSTEM (OR SIMPSON EPDXY -TIE (ET) EPDXY ADHESIVE) IN
STRICT ACCORDANCE 1WTH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. MINIMUM EMBEDMENT DEPTHS SHALL BE AS FOLLOWS:
ANCHOR DIA. DRILL HOLE DIA. (MAX.) EMBEDMENT DEPTH (MIN.)
w 'Ne 12"
'Y47 1" 12"
%" 1" 12"
Hatch Legend
WALL HEIGHT 24'-0'
3/12 CEILING
WALL HEIGHT 30'-0"
1iWALL HEIGHT 1
WALL HEIGHT 12'-0°'
FLOOR FRAMING PLAN
SCALE: 114" =1'-0"
SRG. C 12'
01 IN
DRAYLING SERVICES
PHONE: (772) 2377942
W W W.TREMURPCOASTDRAPTING.COM
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SCALE: 1/4" = 1'_0"
JOB No: 521-0219
RI
ELECTRIC LOAD N
PER NEC
___ ........ __....... _.............
1,326 sq. ft. x 3VA (GENERAL LIGHTING)
.... --............
3,978 VA
GARBAGE DISPOSAL
900
REFRIGERATOR
1,200
MICROWAVE
1,500
DISHWASHER
1,800
RANGE
5,000
OVEN
6,000
HOOD
500
DRYER
5,000
WASHER
1,500
WATER HEATER
5,000
3 FANS 0 240
720
EXHAUST FANS 3 0 240
720
OVERHEAD GARAGE DOOR OPENER (2)
1,200
OPT. POOL PUMP
1,800
OPT. POOL HEATER
6,000
OPT. WELL PUMP
2,000
OPT. IRRIGATION PUMP
2,000
MISC.
10,000
TOTAL 56,818 VA
FIRST 10 KW 0100%
10,000
REMAINDER 040%
18,727.2
TOTAL 28,727.2
A/C HEAT 0 65%
10,000
TOTAL 38,727.2 VA
TOTAL/240V
161.36 AMP.
USE 200 AMP SERVICE PANEL
U#1/0 CU
#3/0 RHHN�
RVICE CABLE
WITH (1) #4 GROUND
200 AMP PANEL
MAIN BREAKER
40 CIRCUIT
2 POLE, 1 PHASE
SERVICE
GROUND TO 5/8"x20'-O"
EMBEDDED IN FOUNDATION
(OR NEC EQUAL)
EXHAUST VENT THRU' SOFFIT
EXHAUST VENT THRU' ROOF
2" RGS OR —
IMC CONDUIT
W/2 #3 0 THHN
+(1) 1 0 CU
CU OR EQUAL
ELECTRICAL SYMBOL LEGEND
SWITCH
$
DIRECT WIRE
®
LIGHT FIXTURE rl
3- WAY SWITCH
$3
THERMOSTAT
®
CEILING MOUNTED
4-WAY SWITCH
4
PHONE/CAT5
LIGHT FIXTURE rpl
w/PULL SWITCH \
DIMMER SWITCHo
TV JACK
4
120V OUTLET
SMOKE DETECTOR 45
HI HAT ��R}
iRr
HALF —HOT OUTLET
(p
CAREBON MONOXIDE Q
VAP{OR PROOFDET
AT
220V OUTLET
0
EXHAUST FAN
5a cFrn
FLOOD LIGHT
GFI OUTLET
PUSH BUTTON
1=7
WP GFI OUTLET
Q�
DOOR CHIMES
"9'R
CEILING
FAN with
rGFI
ALARM PAD
o
LIGHT
QUAD OUTLET
PANEL
LeE�_]
FUSE DISCONNECT
METER
rc�j
FRAME SIZE
# POLES FUSE SIZE
FLUORESCENT
ORESCENT
CEILINGx
(NEMA ENCLOSURE)GARAGE
IG
DOOR �'1.
°Dz
SPEAKER
_'OPENER
-
JUNCTION BOX
LIGHT FIXTURE
WALL MOUNTED
GARBAGE DISP.
FINISHED
AFF
FLBOVE OOR
HB
TO SwTCH"',
ABOVE
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METER
(MIN RATING=
10,000 A/C
INTERRU TING)
ELECTRICAL NOTES:
SMOKE DETECTORS TO BE 110V w/ BATTERY BACK
UP —ARC FAULT CIRCUIT.
SMOKE DETECTORS TO BE LOCATED AS SHOWN.
SMOKE DETECTORS TO BE INTERCONNECTED SO THAT
ONE SMOKE DETECTOR ACTIVATES ALL SMOKE
DETECTORS IN THE RESIDENCE.
PROVIDE ARC —FAULT PROTECTION FOR ALL BRANCH
CIRCUIT OUTLETS, PER N.E.C. 210.12
EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT.
PROVIDE PHONE AND TV OUTLETS, VERIFY LOCATIONS.
MICROWAVE OUTLET TO HAVE DEDICATED CIRCUIT.
ALL BATH, GARAGE, KITCHEN, AND EXTERIOR OUTLETS
WHERE NOTED TO HAVE GROUND FAULT INTERRUPT.
PROVIDE LEGIBLE DIRECTORY AT PANEL INDICATING
INDIVIDUAL CIRCUITS.
ALL WORK SHALL COMPLY WITH ALL LOCAL STATE
AND NATIONAL CODES.
CARBON MONOXIDE DETECTORS TO BE INSTALLED
WITHIN 10' FROM ALL BEDROOMS.
PROVIDE TAMPER RESISTANT RECEPTACLES PER N.E.C.
406.11.
RUN CONDUIT WITH PULL STRING FOR FUTURE POOL
EQUIPMENT.
CONTACT WINDOW MANUFACTURER ABOUT
REQUIREMENTS TO MEET THE SHGC & U FACTOR.
THE SHGC AND U FACTOR TO BE COORDINATED WITH
ENERGY CALCULATIONS PROVIDED TO MEET ENERGY
CODES REQUIRED.O
ELECTRICAL CONTRACTOR TO VERIFY ELECTRICAL
CALCULATIONS AND SERVICE REQUIREMENTS.
M
GFI 42-4E 220V GFI
SINK
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2" RGS OR SCH.
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0 PVC CONDUIT
3) #4/0 THHN CU
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R EQUAL SERVICE
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DETERMINED BY
®
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POWER COMPANY
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CU WIRE BOND
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TO COLD WATER
SERVICE
PIPE
FROM FPL
/ TC SNATCH- \
rUNDREGROUND
^I ABOVE
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III
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TRICAL RISER
SCALE: NTS I
PRE -WIRE LANDSCAPE
LIGHTING (FIELD LOCATE
BY BUILDER)
TO LANDSCAPING
LIGHTING
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POOL
PUMij—D ELECTRIC CONNECTION FOR
U WELL PUMP, WATER
WELL TREATMENT SYSTEM AS
PUMPS:- M NECESSARY (FIELD LOCATE)
k WP GFI
LANDSCAPE
SUB -OUT
PANEC. L I u I D PANEL
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ORAF ING SERVICES
PHONE: M2) 2374942
wwW.TREASURECOASMRAFP G.COM
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SCALE: 1/4" = V-0"
JOB No: 521-0219
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>, ®LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that
should be read and given special attention to all
persons installing trusses.
SPACING NOTE
All trusses are to be set 2'-0" on
center except as noted.
MULTIPLE PLY TRUSSES MUST BE FASTENED
TOGETHER PER ENGINEERING BEFORE
SETTING. REFER TO ENGINEERING DRAWING
TO DETERMINE IF MULTIPLE PLY.
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Sp nor less Spre der Bar
60 degrees
or less
e, Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !!
Ak ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER 13AR OF 41'- 46'IN LENGTH!!
Do not set floor trusses upside down! Refer to engineering drawings.
Recommended STRONGBACK for Floor Trusses
Refer to information on truss engineering drawings.
(2) led nails (� tap & Whom of 2X4 vertical block.
2x6 (MIN) STRONGBACK restrained at ca h end_ Secure wl(3)16d nails @ each vedical.
Locale STRONGBACK as close to bottom.0rd as possible.
STRONGBACKS are recommended to MINIMIZE VIBRATION
ll2 span
12. span —�
--�4ppv x 213 to -- o
Tag line
Tag 1
112 of SpanappmX
REFER TO BCSI
REFER TO BCSI
Truss must be set this way if crane is used.
Truss must be set this way if crane is used.
Truss is an example, your truss may not match.
Truss is an example, your truss may not match.
Insist crane operator sets truss this way.
Insist crane operator sets truss this way.
WARNING,±1
!
The size of these trusses makes it necessary that they e set by a profeesional builder
familiar with and experienced in the problems and dangers of setting large span trusses.
The builder and erector should consult with an engineer licensed in Florida specializing
in wood roof trusses about the safe erection of these trusses. The engineer should be at
the job site when trusses are erected to provide supervision and advice.
-__ AIR HANDLER NOTE
Unless noted elsewhere on this layout, these trusses are not
designed for air handlers in the roof or for any other A/C
requirements. This may be in conflict with building code and A/C
Design requirements. Consult with Building Department and A/C
Contractor.
All load bearing walls, headers,
beams, & lintels must be in place o
at indicated height before trusses
are installed.
REPRESENTS THE LEFT SIDE OF
EACH TRUSS DRAWING
REPRESENTS A HANGER
HANGER SCHEDULE
USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN
CARRIED
TRUSS
CARRYING
TRUSS
HANGER ID
FASTENER FOR
CARRIED TRUSS
FASTENER FOR
CARRYING TRUSS
=11:
F—L
'Please refer to Standard Engineering package for genera( instuction on installing hangers
1 Od=D.148" x 3" 16d=D. 162" x 3 1/2"
SEAT PLATES BY CHAMBERS TRUSS
Hatch
Legend
WALL
HEIGHT 24'-0'
3/12 CEILING
WALL
HEIGHT 30'-011
WALL
HEIGHT 1011-011
WALL
HEIGHT 12'-011
0
T
M
SQUARE CUT END 12
2X4 TOP CHORD 6 r-
WALL HEIGHT 24'
END DETAIL: @ VAULT
4-03 Z
-13
12
SQUARE CUT END 12
2X4 TOP CHORD �
WALL HEIGHT VARIES'
END DETAIL: TYPICAL
4-03
O
O
r
____MATCH POINT 35-QD-DD
✓cK
12-Stage Wall 1C
130'- ---
N
0
PLUMB CUT END
4X2 TOP CHORDS
TOP OF LEDGER @ 10'-9 1/4"
END DETAIL: FLOOR
0
Co
- 17-01-00 ----/- _
--
w
ODD SPACE
1-11-08 , 2-00-00
i9 Ll 1-11-OB
1 1/2" LEDGER BY OTHERS
BOTTOM FOLLOWS 3/12 —
µ k CEILING @ "GR, GR3, GR4"
35 sRc.cao -------------------
1 1/2" LEDGER BY OTHERS
I
2-00-00 1 2.00
0
6-00-00 2-00-011 4-02 15 6-00-00
TOP FOLLOWS 6/12
ROOF @ "GR, GR3, GR4" l
4-02-15
41-00-00
NOTE:
COLUMN'S SUPPORT "GR","GR3" &
"GR4" GIRDERS. GIRDERS
"'- ---�
ARE DESIGNED @ A CEILING
HEIGHT OF 24'-0".
4-02-15 6-00-00 _ 4-02-15
MU1160111111111
HIP CARRIER LOCATED AS DI9ENgrIAM ON'LAYOLN
--
CORNOER JACK,
ARL N T BEVLLkp
SE 5-ANCARD
r
2
ENCIINEININ
35 O[ tl
DRN R 111
OILY RIF
CORNER DETAIL
OVERHANGS NOT ]HCYJN `OR CLARITY
EXCEPT AS NOTED @ TOWER
6-00-00
3 1/2" x 3 112"
1 /211
COLUMN LOCATION FOR
TRUSSES
"GR, GR3, GR4"
EXTERIOR OF
HEXAGON
FABRICATION AGREEMENT
TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED
The undersigned acknowledges did agrees:
1. Trusses will be made in sTct accordance with this truss placement diagram layout, which is the sole authority for.
determining successful fabrication of the trusses.
2. All dimensions in this layout have been verified by the undersigned.
3. Unless written notice isprovidedby certified mail to Chambers Truss within ten (10) days of delivery the
undersigned agrees that no bac charges will be allowed. In the event such written notice is furnished Chambers Truss
shall have three (3) business das in which to begin repairs required, or to substitute other trusses, at Chambers option.
After 10 days of delivery remedy will be according to Florida statute 558.
4. The undersigned acknowlegas receipt of "BCSI" summary sheet by TPI & WTCA
5. Delivery Is to job site. It Is the buyers responsibility to make the job site suitable for delivery. Chambers Truss has
the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will
be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has
to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is
responsible to Chambers Truss ]or towing casts due to site conditions.
6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour
fee for revisions may be charged by Chambers Truss,
7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price.
Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of
delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss
reasonable attorney's fee for collections in event of payment not timely made. 1-112 % per month service charge will be'.
added for all sums not paid within terms.
8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein.
9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees
payment when due of any andall indebtedness owed to Chambers Truss by any entity receiving material and the
undersigned agrees to pay suchls lindebtedness including attorney's fees, if default in payment for material be made by the
recipient, I
10, In the event of any litigaLn concerning this agreement, the items furnished hereunder or payments referred to
herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida,
11. Design responsibilities ire per ONational Standard And Recommended Guidelines On Responsibilities For
Construction Using Metal Plate Connected Wood Trusses ANSIlfPfWTCA 4 - 20021
12. Warranty is per Chambers Truss Warranty attached,
DATED
SIGNED_!_
FOR TITLE
A spreader bar ay be required per "BCSI" to prevent injury & damage.
o
Multiple ply trusses Tiust be fastened together per engineering before they are
set, failure to do so can result in roof collapse.
Temporary and permanent bracing are required and can save life and property
an� is the responsibility of the truss erector.
'AN
Study the conten�s of the information packet included on delivery before
I setting trusses.
Trusses must be set and braced per design to prevent injury & damage.
-Ack.
trusses must be set plumb and square
I
Do not set buns or stack of plywood, roofing material or any other
concentrated loads on trusses, this can cause collapse,
0 NOT INSTALL TRUSSES USING THIS
USE PLA DELIVERED WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
eanerN venue
Fort Pierce, Florida 34982.6423
800-551-5932
Fort Pierce 772-465-2012 Fax 772.465-8711
Vero Beach 772.569.2012 Stuart 772-286 3302
Web Site: CHAMBERSTRUSS.COM
Email: MAIL@CHAMBERSTRUSS.COM
�reA'KI
I6 20 7-1 � �vre✓1SiC-5
MI I'EK VERSION 7:4. 1. 431
LOADING05SIGN CRITERIA REDUCIBLE
PER CODE SUCH AS SEC 1304.6.1
DESIGN CRITE UA
county ST. LUCIE
Building Department ST. LUCIE CO.
Wind Design Criteria ASCE 7-16
Wind Design Method MWFRS(Directional)/C-G hybrid Wind ASCE 7-16
Roofing Material Shingle or Shake
I.. Loading in PSF Roof R.D.L. Floor
Top Chord Live 20 40
Top Chord Dead 7 4.2 30
Bottom Chord Live *10-Non Conccurent 0
Bottom Chord Dead 10 3 5
Total Load 47 T2 75
L... Duration Factor 1.25 1.0
Wind Speed 170mph
Top Chord C.B. Sheathing by builder
I.I Bottom Chord C.B. Sheathing by builder
Highest Mean Height 32'
Building Type Enclosed
Building Category II: Non Restrictive
Exposure Category C>Open Terrain with scattered obstructions
Miles from Ocean 5
Conforms to Florida B ilding Code 2020
R.D.L.=Restraining De d Load C.B.=Continuous Bracing
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Building Designer and/or Engineer of Record
Chambers Truss I c. Drawing Name: 77521
SCALE: 1l4" = 11-01r
144 total trusses, 5 unique designs
Designer: RAC Reviewed by: ,
Date: 05114/21 REVISED 09/24/21
FOR
MARK & AN ERICA OCCHUIZZO
DESCRIPTI N:
OCCHUIZO RESIDENCE
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