HomeMy WebLinkAboutBuilding Plans Residential�:z�j 7-� cz� �
PROPOSED rmESIDENCE-Z Fu" "A R: FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
S'o 22TA_*#JqD E E T OST'-)S #94-&Well #
Date:
Fogm-'r-117 PIE RC-1E FE 349"1822, Reviewe. AiLt_oU,
PARCIEL 11D.- 242,8-602-0046--000-2
:
BUILDING DEPARTMENT PROLDUCT APPROVAL SUBMI;
TT
AIL DA
OPENING SCHEDULE- EXTE,"10"-R. S"A'ING DOICI-111D, 0VERHEAD DOORS, SLIDING GI -ASS DOORS, FIXED GLASS, AND WINDOWS
1. DESIGN LOADS IN ACCORDANCU WITH ASCE 7-16.
2. SOIL BEARING CAPACITY. 2500
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 h" SUSPENDED SLABS, I 1h"
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 NTH 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 4" 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/ 11CA. 2" NAILS W/ 3/8" 0 HEAD 0 6" O,C. OVER 3/8" METAL RIB LATH 0 6- O.C.
LAYERSOF 15# FELT OVER EACH FRAMING MEMBER).
WITH 11 GA. 2- LONG NAILS WITH 318- 0
,3. EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH
HEAD 0 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32- CDX
PLYWOOD WITH 10D NAILS TO STUDS 0 6" O.C. PERIMETER AND FIELD.
14, BEARING POINTS 0 F TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER
OF PLIES OF THE BEARING MEMBER MEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS
NO,ED.
ULL11111111111"
11INTERIOR 0 BE h" DRYWALL I jr-41SH.
2. ALL INTERIOR GYPSUM BOA-RD TO BE MIN. �6" THICK NTH (13 CAGE, 1 3/8- LONG,
19/64" HEAD; 0.098" DIAMETER, 1 1A" LONG, ANNULAR -RINGED; 5D COOLER NAIL,
0.086- DIAMETER, 1 5/8- LONG, 15/64" HEAD; OR GYPSUM BOARD NAIL, 0.0861,
DIAMETER, 1 5/8- LONG, 9/32" HEAD) SPACED O.C. FOR NAILS AND 12- D.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 TU13 AND SHOWER AREAS AND WALL PANELS IN SHOWEF
AREAS. (PER FRC 702.4.1 & FRIC 702.4.2).
4. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT
GREATERTHAN 450.
5. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT
GREATER THAN 200.
S. ALL EXPOSED INSULAT10N MATFRIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A
CRITICAL RADIANT FLUX NOT LISS THAN 0.12 WATT PER SQUARE CENTIMETER.
EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THI
ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY NTH SECTION FRC316.
7. PER FRIC 702.2.1 ALI GYPSUM 130ARD MATERIALS AND ACCESSORIES SHALL CONFORI
TO ASTM C 36, C 79, C 475, G 514, C 630, C 931, C 960, C 1002. C 1047, C 117
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. INSULAT10N MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR
PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF-CEILIN
ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME
SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDE
NOT TO EXCEED 450 MEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
1. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ETC.
2STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY
THE ENGiNIEER AS CONSTRUCTION PROGRESSES.
1 ALL WRIT71EN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED
DIMENSIONS.
4ALL 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 70E) 2021 EDITION.
5RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY
TERMITE INFESTATION AREA PER FIRC 301.
ADDITIONS, REPAIRS, AND ALTERATIONS MUST CON'FlY WITH THE FB,C 2020
FOR EXISTING BUILDINGS.
EaLmwazam
1ALL WORK SHA; 1 BE IN ACCORDANCE WITH THE FBC 2020-PLL:MBING
2. DWV PIPING SHALL BE SCHEDULE 40 PVC.
3. WAT.' PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER,
. E R
CPVC, CR PEX.
4SLEEVE ALL PIPING IN CONTACT WITH CONCREl OR UNDERGROUND WITHIN BLDG.
5. HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE
APPLIED TO PIPING LARGER THAN %" NOMINAL DIAMETER, PIPING FROM WATER
C
HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPA I
PIPING FRZOM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD. PIPING LOCA
UNDER THE FLOOR SLAB, BURIED PIPING, SUPPLY AND RETUN PIPING IN
RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET.
6. WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2020 ENERGY
c' CONSERVATION.
IAN:[ i�ll il!�I[ I
mamcam
1• ALL - ELELRCAL WORK SHALL BE IN ACCORDANCE W1111- THE NECI:NF-PA 70) 2017
EDITION.
2. A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES
SHALL BE HIGH -EFFICACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY
INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH -EFFICACY LAMPS. (LOW
VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH -EFFICACY LAMPS).
1 RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN
CONDITIONED AND UNCONDITIONED SPACES.
4, SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP - ARC FAULT CIRCUIT,
5, SMOKE DETECTORS TO BE LOCATED AS SHOWN.
6, SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR
ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE.
T PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING-
FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS,
BEDROOMC SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR
ROOMS P-R FBC AND NEC REQUIREMENTs,
8. PROVIDE kAOUND-FAULT CIRCUIT INTERR'k?TER PROTECTION FOR ALL 125-VOLT,
SINGLE-PHASE 15 AND 20 AMP CIRCUITS SERVING: BATHROOMS, GARAGES,
KITCHENS, ACCESSORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY
SINK.
9, CARBON MONOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS,
M EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT,
11, PROVIDE 7AMPER RESISTANT RECEPTACLES PER NEC REQUIREMENT'S.
GLASS
ENERGY CONSERVATION NOTES
PRODUCT DESCRIPTION
MODEL
MANUFACTURER
ATTACHMENT METHOD
PRODUCT DESIGN
BUILDING DESIGN
PRODUCT
NUMBER
DESCRIPTION T-T?__: S7E. SPACING & EMBEDMENT
PRESSURES (PSF)
PRESSURES (PSF)
APPROVAL, NO.
7
I . REaDENCE SHILA� -_ B 1 - N ACCORDANCE WITH FLORIDA BUILDING CODE 2020 ENERGY
OVERHEAD
GARAGE DOOR
W6
CLOPAY CORP,
N/A X AG SCREWz�,
+36.0
SEE TIONS
E ELEVATIONS
#115546.4
Planning & Development.Services Department
CONSERVATION ',�ESIDEN71AL,
. .. . ....... Building & Code Regulations Division
2. ATTIC ACCESS OORS OR HATCHES FROM CONDITIONED SPACES TO UNCONDITIONED
OPAQUE SINGLE DOOR
FIBER -CLASSIC &
THERMA-TRU
IMPACT )4 'F i ��INIMUM EM'-___rD, TAPCONS A7 14�5' 0,C VAX,
FL
2400 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1577 . .... ... �;'
SPACES SHALLBEWEATHER STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO
THE INSULATION ON THE SURROUNDING �_,URFACES, A WOOD FRAMED OR
w/SIDELITE
SMOOTH -STAR
SEE ELEVATIONS
#2046�8.5
EQUIVALENT BAFFLE
E OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL
- -- - --------
certification for Design Load Compliance
IS INSTALLED, TO PREVENT LOOSE FILI - I'ROM SPILLING INTO THE LIVING SPACE.
8' GLAZED SINGLE DOOR
FIBER -CLASSIC &
SMOOTH -STAR
THERMA-TRU
Mlil45MUM 7A:"ONS A� '4.- O.C. MAX.+/-50.0
SEE ELEVATIONS
F1_ #20468.10
7th Edition
3. THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE
Project Name: _RUQy.RQQRIGUEZ ....... .....
IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4.
COMPOSITE EDGE
FIBER -CLASSIC &
THERMA-TRU
A ��IiNIMUM EYBED. 'TA. -CONS AT D.C. MAX,
+/-50.0
SEE ELEVATIONS
FIL #2:D4-6&4
Project Address: ..$.22NQ STIREET, FORT PIERCE -EL34982
4. THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH
OPAQUE FIBERGLASS SINGLE DOOR
SMOOTH -STAR
R402.4.1,2
Permit Occupancy Type: R Construction Type; 111
5. WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR
SINGLE HUNG
WINDOW
SERIES 185
MI WINDOWS
7 NIMUM EEMBED, TARCONS AT MAX./-55.0
SEE ELEVATIONS
FIL #1749 9. 1
INSTRUMONS FOR USE:
INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT. AND SWINGING
AND DOOR LLC
Tlh�s certification must be completed, signed, and sealed by the design professional of record.
DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MUST BE TESTED LISTED
If submitting hard copy, submit (2) copies with all pertinent information. St Lucie Fire District requires a digitally
AND LABELED IN ACCORDANCE WITH R402.4.3.
PICTURE WINDOW
185, PW
MI WINDOWS
AND DOOR LLC
MINI -MUM ��WaED, 7APCONIS AT 3"/R-' O.C. MAX.
+50.0
-63.0
SEE ELEVATIONS
FL #153�9�5]
signed electronic version,
If submitting electronically, form should be uploaded into Bluebearn. Separate submission to Fire is still required
6� CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN
All digital files must be in an unlocked Portable Document Format (PDF) version
ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION R401.3,
*Note: form not required for interior renovations provided that no exterior structural elements are affected and
MODEL
ATTACHMENT METHOD
PRODUCT DESIGN
BUILD:NG DESIGN
PRODUCT
certain minor building permits at the discretion of the plan reviewer. Contact the # above for questions.
PRODUCT DESCRIPTION
NUMBER
MANUFACTURER
TYPE, SIZE, SPACING & EMBEDMENT
PRESSURES (PSF)
PRESSURES (PSF)
APPROVAL NO.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
GARAGES FLOOR SURFACE
SHVf,�LE FASTENERS:
1. DESIGN Florida FBCZQ20 Code 7th Edition using ASCE 7-16
FAQ71_NERS FOR ASPHALT SHINGLES SHALL BE COPPER ROOFING NAILS, STAINLESS STEEL, ALUMINUM OR
STAINLESS
2. Structure Designed as (check one): X Enclosed Partially Enclosed Open
Coi-ER ROOFING NAILS. MINIMUM 12 GAGE :r0.105 INC 1`3 MM)l SHANK WITH A %"10 MM) DIAMETER
k
3. Risk Category: _111 IV Exposure Category� X B C D
I X tl
GARAGE FLOOR SURFACES
R'
1. GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL
ASPHALT SHINGLES
HERITAGE
TAMKO
HE/-'.;, ASTM F 1667, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF Y4'
VULT: 194 mph
VULT: 150 �-Ph
FL #181355A
(19 f�M) INTO THE ROOF SHEATHING, WHERE THE ROOF SHEATHING IS LESS THAN Y�- (19 MM) THICK, THE
4. Design Wind Velocity____160 _mph ASD LRFD End Zone Width: ft
E AREA OF FLOOR
2. THE AREA OF FLOOR USED FOR PARKING OF AUTOMOEOLES OR OTHER VEHICLES
E I
FAS�,it NER SHALL PENETRATE THROUGH. THE SHEATHING. FASTENERS SHALL COMPLY WITH ASTM F 1667.
5, Mean Roof Height Roof Pitch: 6 :12 Parapet:_ft
s
SHALL
L BE: SLOPED T(
SHALL BE ELOPED TO FACILITATE THE MOVEMENT OF 11,-0DS TO A DRAIN OR
6 PER SHINGLE)
TOWARD THE MAIN V
TOWARD THE MAIN VEHICLE ENTRY DOORWAY.
& Components & Cladding Design Pressures Used:
+24.2 +24.2 +22A
ROOFING UNDERLAYMENT
SAND-R SA
TRI-BUILT SELF -ADHERING
FIL #16048.R6
R
Zone 4: __2_Q.2 7one 5:_-32A--. Garage:
MATERIALS GROUP
6a. Roofs
Maximum +/- +-- -_ Or define individual
DOWEL ROD REPAIR, NOTES
pressures: psf psf zones on the plans
HURRICANE SHUTTERS
N/A
7. Design Loads: Floor: __PSF Roof -Dead: 10 PSF Roof -Live: 2 BaIcony+1-_PSF
20
- ---------- --
Dock: PSF Deck: PSF Stairs:- PSF Fence:-PSF Railings: PSF
INT'
_7 C 1 0 S 0
DRILL 6" INTO CONCRETE (N CLOSER THAN 3Y4" FROM EDGES AND 5" FROM ENDS OF
IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR 7LOCAT1I0N::]
SOFFIT COVERING TO BE BUILT ON -SITE USING. 3/8" HI -RIB SELF FURRED EXPANDED METAL LATH WITH
"K-PAPER" BACKING (CEMCO; 14 LBS/SQ. YDS, MEETING ASTM C847) FASTENED TO EACH ROOF TRUSS WITH
NOT APPLICABLE
8. Were Shear Walls Considered For Structure? X Yes Not Applicable Please Explain:
CAP WALLS). REMOVE DUST PER MFC'S INSTRUCTIONS AND USE TWO PART EPDXY TO
Z
SOFFIT COVERING
STUCCO
STUCCO
#B(MIN) x 1 1/4" PHILLIPS PAN/TRUSS HEAD SCREWS (18-8 S.S. OR GALV, ASTIM A307 STEEL) 5'
NOT
NOT
-i-28.0/-37.0
(FBC-R616. &
4 &
ANCHOR EPDXY-
#5 REBAR IN PLACE. USE EITHER HILT C-100 OR SIMPSON EPDXY-TiE.
TIF.
O.C. MAX (2 SCREWS PER EA. SQ. FT. OF LATH), 5/8- THICK MIN, CEMENT STUCCO MIXED AND APPLIED IN
APPII
;WAIL ZONE 5))
.
R703.1.1)
9. Is a Continuous Load Path Provided?__X Yes Not Applicable Explain Wfiy Not:
---
CONFORMANCE WITH ASTM C926.
10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? Yes No Assumed
-- -- ---- - - --------
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
IT IS THE INTENT OF THESE DRAWINGS TO SHOW GENERAL REQUIREIVIENTS RELATED TO THE
1, ALL GLAZED EXTERIOR OPENINGS SHALL BE IMPACT OR PROVIDED WITH SHUTTERS.
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
CONSTRUCTION OF THIS PROJECT, IT IS NOT THE INTENT TO SHOW EACH AND EVERY PIECE
EVERY
2. MAIN EGRESS DOOR MUST BE
IMPACT RESISTANT.
comply with the applicable structural portions of the current Florida Building Code as adopted.
OF MATERIAL OR EVERY METHOD REQUIRED FOR SOUND CONSTRUCTION. THE CONTRACTOR]
EHASBEGAN.
1 ALL GLASS SHALL HAVE A U-FACTOR LESS THAN
OR EQUAL TO 0.40 ABD SHCC LESS OR EQUAL TO 0.25.
i J J C
SHALL CHECK AND VERIFY ALL DIMENSIONS BEFORE STARTING PROJECT. JOAN JAFFE I IS
Z 4. WINDOW AND DOOR FENESTRATION SHALL BE IN ACCORDANCE WITH
FBC R703.4 (1.2) AS PER DETAILS PROVIDED
NOT RESPONSIBLE FOR ANY ERRORS OR MISTAKES ONCE CONSTRUCTION IN CASE
BRIAN MASKOL CERT #66088
OF QUESTIONS, PLEASE CONSULT JOAN JAFFE LLC AND SUMMIT DESIGN & FORESICS. INC.
Signature, Date, andSeal -Print Name Cert # &Co. Cert o(Authorization
I HAVE REVIEWED THE ABOVE PRODUCT
APPROVAL INFORMATION AND APPROVE I l,
SUMMIT DESIGN & FORENSICS, INC.
725 SE PORT ST L all BLVD., PORT ST _LUCIE FL 34984
Revised 3/2512021 Company Name & Address
NAME. BRIAN MASKOL, P.E.
CERTIFICATE NUMBER: 66080
REVIEWED FOR
COOE C01\4PLIANCE
ST� LUCIE COUNTY
DF-6--prING SERVICES
roux JAMqL �
PHONE: (772) 237-79C
WWWTREAStMEWASTDRAMINOCOM
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JOB No: 520-1072
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--TYPICAL 8" CONCRETE
BLOCK WALL (SEE
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36" x 36" x 24" DEEP
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(4)—#5 BARS EACH WAY
II (TYPICAL OF 2)
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AND AT 48" O.C. MAX. (TYP.)
1 O FS
■ I Al A7 , ®Ca
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4" THICK SLAB (2500 psi min.)
I 11
® / I L _I 1 F9 REINFORCED w/ 66 — W1.4xW1.4 WOVEN WIRE MESH
— ®■ ■ ■ ■ I III — _J I Al (OR FIBERMESH) ON 6 MIL VAPOR BARRIER OVER
j CLEAN 95% COMPACTED TERMITE TREATED
■ -- —� Al I �; PREPARED SUBGRADE
HW �J
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F4 Al
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■
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ELW FIN BOISH FLOOR ■
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—
A1
FOUNDATION PLAN
SCALE: 1/4" =11-0"
8' MASONRY WALL, SEE PLAN
#5 REBAR 048$ O.C. (MAX.)
do AS SHOWN ON PLANS
�%"XB" WIDE BLOCK RECESS
FINISHED FLOOR �--� 4" THICK (MIN.) POURED
CONC. (2500 PSI MIN.)
FINAL GRADE w/FTBERMESH
' 1i/ //i�;/ /i`/i��i�i���
12" MIN. EMBEDMENT
BELOW EXISTING GRADE /
3 MIN.
CI (2) 5 CONTINUOUS REBAR 1`_-_4"" CLEAR COVER
MIN. (TYP.).
0
(C,j'�:�)TERIORFOOTING
I
If
PC
co
L--
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3'-10i1 1129 "L
10
=
MASONRY WALL, SEE PLAN
5 DEBAR 048" O.C. (MAX.)
do AS SHOWN ON PLANS
7-%" CURB 4" THICK (MIN.) POURED
CONC. (2500 PSI MIN.)
FINAL GRADE w/FIBERMESH
"- ���/�
12" MIN. EMBEDMEN%, ✓/
BELOW EXISTING GF��ITE � �,.
3" MIN.
(2) ;#5 CONTINU=U REBAR---, 1 -¢" 6" -CLEAR COVER
MIN. (`)`
TION
CURB SEC
- 136ARINC - SCALE: 3/8"=1"-0.tl
" MASONRY WALL, SEE PLAN
5 REBAR 048" O.C. (MAX.)
AS SHOWN ON PLANS
X4"X8"WIDE BLOCK RECESS
C
4' =}-TICK (MIN.) POURED
" POURED CONC-
CONC. COLIC. (2500 PSI MIN.)
PORCH SLAB w/FIBFRM.F ESH
12" MIN. EMBEDMEN I
BELOW EXISTING GRADE
3" MIN.
(2) #5 CONTINUOUS REBAR V-4• 16- CLEAR COVER
MIN. MIR.).
T _ T
DEARItJi�
4" 1HICK (MIN.) ®^!'or^
CONC. (2500 PS
w/FIBERMESH
THICKENED EDGE
FOOTING WITH ('� r1
BARS CONTINUOUS
_00TING AT ENTRY PORCH
SCALE: 318°" = ` -0"k
I 4" OR 6" 2x4 FRAMED WALL
1 " SEE TYP. DETAIL FOR
,�" DIA.AO" A.B. 024 O.C. -. CONNECTION TO FOUNDATION
MAX. W/7" MIN. EMBED.
2" (MIN.) P.T. SOLE PLATE 4" TRICK (MIN.) POURED
F.F. CONIC. (2500 PSI MIN.)
...,;,
/ 557
1"-4" MONOLITHIC CONCRETE
FOOTING WITH (3) #5
BARS CONTINUOUS
1
��aa RING SCALE: 3/8"" � 1e�"q
1 a" VERIFY W/
DOOR MANUF.
7
F/
�tl
THICKENED EDGE -----1 L 2°-0"
SCALE: 318"
d.� 2x4 FRAMED NON -BEARING
,k" DIA.x10" A.B. 2.4" O.C. WALL SEE TYP. DETAIL FOR
MAX. W/7" MIN, EMBED.` CONNECTION TO FOUNDATION
2" (MIN.) P.T. SOLE PLATE VV
60
F F, Q 4" THICK (MIN.) POURED
CONC. (2500 PSI MIN.)
" 12 `�.a 8X6-1N1,4xW1.4 WWM
cj (OR FIBERMESH)
#55 BARS CONTINUOUS
INTERIOR STEP
-_
NON -BEARING— - —,SCALE: 318" = `1%0"
4" THICK (MIN.) POURED
7-5/8" CURB CONC. (2500 PSI MIN.)
VARIES 8"
w
FINAL GRADE a
v,�%�\`%�/j\i%�
12" M'N. EMBEDMENT 41
BELOW EXISTING GRADE
(2) #5 CONTINUOUS REBAR " - 6X6-W1.4xW1.4 WWM
DOUBLE WITHIN 3 FT.
MIN. FROM FOOTING (TYP)
(OR FIBERMESH)
INTERIOR SHOWER CURB
! - - — -- -
° SCALE: 318"ti = 11%0"
ca
THICK (MIN.) POUREI.
i rr PSI MINJ�
R"
#5 BARS CONTINUOUS
Lv-o-l.
THICKENED EDGE
�7/ SCALE: 3/8" = I %0 "
p _ 2x4 FRAMED BEARING WALL
SEE TYP. DETAIL FOR
CONNECTION TO FOUNDATION
" OI;A.x'IO' A.B. 024" O.C.
MAX. W/7" MIN. EMBED, 6X6--W1.4xW1.4 W9/
(OR FIBERMESH)
2' (MIN.) P.T. SOLE PLATE cn z
F-aI. 4" THICK (MIN.) POURED
CONC, (2500 PSI MIN.)
—r -^---r L r"s
¢ MONOLITHIC CONCRETE
2"-0" FOOTING WITH (3) I
BARS CONTINUOUS
F �'O)I_.
ZMROR SCALE: 3/8" = I'-U"
REVIEWED FOR
CODE r ° Yr: .
ij� �
DRAFTING SERVICES
JOA JAFFS, r . r
PHONE: (772) 237-7942
A'R`W TAHASURECOASTDRAMNO.COM
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SCALE: AS NOTED
JOB No: 520-1072
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CONCRETE ! lD•NOTES
1. 's / FOOTINGS TO BE CONCRETE
2500 PSI COMPRESSIVER: DAYS.
.
CONCRETELAN FOR SIZES & STEEL REQUIREMENTS.
2. MINIMUM PROTECTION Or REINFORCING
BARS:FOOTINGS:
. \ i PREPARATION NOTES
1. THE AREA OF • 1' fN
..LL .VE ALL VEGETATION, _.OP SOIL AND FOREIGN
REMOVED.MATERIAL
2. CLEAN FILL SAND AND OR GRAVEL OF
VEGETATION AND FOREIGN MATERIAL, -M 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
A+B CONTRACTOR.
r..f.r SOIL DENSITY TESTING BY
INDEPENDENT SOILS f .... REQUIRED
!. INSURE PRESCRIBED
--C ri SOIL
DENSITIES ACHIEVED,
4. AFTER FOOTING EXCAVATION,AND FORMING,
UPPERCONTRACTOR SHALL RECOMPACT SUBGRADE SOILS
USING SUITABLE VIBRATORY MECHANICAL COMPACTOR.
THE OF f UNDERLAYING
FOOTINGSWALL f ! HAVE A MINIMUM DENSITY OF
r OF DRY DENSITY
DETERMINED BY MODIFIED PROCTOR •f FOR THE
SOILS.EXISTING - O DENSITY
SHOULD BE PERFORMED
r !r ACCORDANCE
wi s
D-2922, AT A FREQUENCYDETERMINED BY THE SOIL
TECHNICIAN +, VERIFY UNIFORMITY
UNDERLYING SOIL DENSITY,PRIOR
rfw PLACING
CONCRETE.
5. LOOR SLAB FILL
MATERIAL SHALL COMPACTED ! i.
MINIMUM DENSITY EQUALO 9 OF
DRY UNIT DENSITY OF DETERMINED BY
MODIFIED PROCTOR METHOD IN ACCORDANCE
ASTM D-1557.
6. CONCRETE SLABS ON GRADE SHALL BE PLACED OVER
p. POLYETHYLENE . ■ fr BARRIER
r. s .r. WITH A MINIMUM
JOINTSTHICKNESS OF 6 MILLS, INSTALLED WITH LAPPED
NOT AND CONTINUOUSLY
TAPPED NTH HIGH DENSITY POLYETHYLENE ADHESIVE
2" AUTO
VENT
ALL DOWELS AND VERTICAL BARS ARE #5
2. #5 DOWELS 41- d it
I yea
3. ATTACH DOWELS TO 'FOOTING STEEL
4. VERTICAL LIARS TO EXTEND 'TO TOP STEEL AND
HAVE HOOKS EQUAL TO DOWEL HOOKS
5. FILL CELLS AT VERTICAL DOWELS
6. GROUT TO BE 3000 PSI AND REBAR TO BE
GRADE
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SCALE: N.T.S.
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SEWER LIFT STATION
SCALE: N.T.S.
REVIEWED FOR
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SCALE: N.T.S.
JOB No: 520-1072
A2
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■ ■ PRE -CAST LINTEL tE ■
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7- w/Y4"x10" SQUARE BASE w/(4) W TER STRIP w/1 eSIDD.ITE L-2 L-2
3�"x2 Xz" WEDGE BOLTS 2a-Ml . FI RATED � ■
■ LF- OSING ol Is ■ ml mr INN
Joe Sc _,
54"X 3" SH 54"X63" S EGRESS
w/ EATHER ST IP 14'-3 ar 3'- " 3'-5�`" L-, �Lu L-fl
*DESIGN FOR STORAGE I = I 10a —9as
L-4 4a a12a —2a5a —11»
F 22" X 54"
■ �w STARS _j ENTRY i i ,a
(FIELD I:LOCATE) ■ ■ 12'-0" CLG/CONC. ■ a. 2
■ PRE -CAST LINTEL ■
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16X16 CMU
9'-4" CLG/CONC. ■ COLUMN WITH
■ (4)—#5 BARS
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■ ■ ■ ■ ■ ■ ■ ■
16'x6' OHGD
L-6
3'-0" 16'— 3'-01'
22'— 0" rya-071 24r-03'
55'-019
FLOOR PLAN
SCALE: 1/4" =1%0"
PRECAST
R CONCRETE SCHEDULE:
PROVIDE PRECAST
CONCRETE "U" LINTEL AS MANUFACTURED BY CAST-CRETE (OR EQUAL)
FOR y ' - 'i a REINFORCEDOF THE SIZE AND REINFORCEMENT NOD IN THE FOLLOWINGSCHEDULE:
MASONRY WALL LINTEL SCHEDULE
LINTEL
y
LINTEL LINTEL
LENGTH TYPE
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
400
1000
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.
F = FILLED WITH GROUT / U =UNFILLED
rQUANTITY OF #5 FIELD ADDED
REBAR AT BOTTOM OF LINTEL CAVITY
tt
Fib--1
z
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0
L QUANTITY OF #5 FIELD
ADDED REBAR AT TOP
NOMINAL HEIGHT
NOMINAL WIDTH
WALL CEILING HEIGHT 0 8'-0"
OPENING WIDTH
OPENINGSTYPICAL IWERIOR ARCH DETAIL
**NOTE: ALL ARCH
A MINIMUM 80" CLEAR .D HEIGHT
— #5 FIELD ADDED REBAR AT
TOP MIN. (1) REQ'D
1-1/2- CLEAR
® 8" BOND BEAM BLOCK
(RINKER/CEMIX #T81 OR EQ.)
___._ GROUT SOLID
(3000 Ps!)
— #5 FIELD ADDED REBAR AT
BOTTOM OF LINTEL CAVITY
81`16-1 B/1 T
LEGEND
❑—❑—❑ • " •
s%//////.�J,///l/%i7 . , O
10
0
8" PRECAST LENTIL
R--11 INSULATION
INTERIOR 2x4 STUD BEARING PARTITION WALL
INTERIOR 2x4 STUD NON —BEARING PARTITION WALL
PRE —CAST CONCRETE LINTEL DESIGNATION (SEE SHEET A3)
SOIL PIPE VENT THROUGH ROOF
WINDOW MARK (ALL IMPACT)
5403 SH (54"W x 63"H SINGLE HUNG)
(SEE MANUFACTURER'S SPECS FOR DETAILS)
300 DOOR MARK (ALL IMPACT)
(3'-O"W x 8'-O"H OPENING) NOMINAL
LIVING:
1,660
SQ.
FT.
GARAGE:
504
SQ.
FT.
ENTRY PORCH:
56
SQ.
FT.
COV. PATIO:
100
SQ.
FT.
TOTAL:
2,320
SQ.
FT.
WINDOW AND DO IR_NOTE _
** IT IS THE RESPONSIBILITY OF THE WINDOW AND
DOOR SUPPLIER TO COORDINATE ALL REQUIRED
OPENINGS WITH THE CONTRACTOR PRIOR TO ANY
WORK, THE WNDOW SUPPLIER IS RESPONSIBLE FOR
CODE COMPLIANCE OF HIS PRODUCTS.
SHOWERS/ UBS SHALL HAVE FLOORS AND WALLS TO
70" OF NON -ABSORBENT MATERIALS AS PER FBC
2020 REQ.
ALL GLASS ALONG A TUB OR SHOWER, WITH A SILL
LESS THAN 60" SHALL BE TEMPERED AS PER FBC
2020 REQ.
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PHONE: (772) 237-7942
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SCALE: 1/411= 1'-0"
JOB No: 520-1072
A 3
8'-0"" T. 0. W.
1 6"O.H.
(TYP.)
6"X18" SCREENED -
SOFFIT VENTS SPA.
0 6'-0" O.C. MAX.
0'-0" F.F.E.
10 %iln.
(TYP.)
6"X18" SCREENED -
SOFFIT VENTS SPA.
0 6'-0" O.C. MAX.
16" SQ. MANSORY COLUMNS
FRONT VIEW ELEVATION
e-
e-
TEXTURED CEMENT
STUCCO COATING OVER
8" CMU BLOCK WALL
(TYPICAL)
.A
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REQUIRED VENT, 2,320 FT2 (144 IN 2 /FT2)/150 = 2,227 IN 2
0C.
SOFFIT VENT. 257 FT FiT . = 42 VENTS
42 VENTS (6"X18"XO.5) = 2,268 IN 2
RIDGE VENT. 17 FT (12 IN/FT)(1.5 IN) = 306 IN 2
TOTAL 2,574 IN 2
Ak 0'-0" F.F.E.
LEFT VIEW ELEVATION
12'-0" BRG.
9'-4" 8R&
FAI
16"O.H.
(TYP.)
m
ASPHALT SHINGLES
(TYPICAL)
WIND PRESSURES AS PER
ASCE 7-16
E--XTERIOR OPENING DESIGN PRESSURE
CHART 160 MPH EXP:B
MARK
AREAro
7
E
ZONE
4
i BONE 5
POSITIVE
(PSF)
NEGATIVE (PSF)
POSITIVE (PSF)
I NEGATIVE ("FISF)
-4-22.7
-24.6
+22.7
-30.3
2
15.0
+22.1
-23.8
+22.1
-29.1
3
20.0
+21.6
-23.0
+21.6
-27.9
4
25.0
+21.4
-22.9
+21.4
-27.5
5
30.0
+21.2
-22.8
+21.2
-27.1
6
35.0
+21.0
-22.6
+21.0
-26.7
7
40.0
+20.7
-22.5
+20.7
-26.2
8
45.0
+20.5
-22.3
+20.5
-25.8
9
50.0
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-25.4
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10
---.-+,20.3
110
+19.3
-20.5
+19�3
-210
MEASURED
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A-i
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8' RIDGE VENT
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REVIEWED FOR
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DRAFTING SERVICIRS
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PHONE: (772) 237-7942
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JOB No: 520-1072
A4
V THICK CEILING RATED GYPSLJM----"
WALLBOARD SHEATHING (OTHERWISE
NON -RATED %" THICK GYPSUM WALL
BOARD IS REQUIRED)
Y2" GYPSUM WALLBOARD SHEATHING OVER —
I x2" (NOMINAL) P.T. FURRING STRIPS 0
AND WITH R4.1 FI-FOIL INSULATION
8" PRECAST LINTEL #5 BAR IN
(3000 PSI) CONCRETE FILLED CELL AT
ALL DOOR AND WINDOW OPENINGS (SEE
LINTEL SCH. FOR MORE INFORMATION)
WOOD BASE BOARD
POURED CONC. (2500 PSI
FLOOR SLAB WITH 6x6-W1.4xW1.4
W.W.M. (OR FIBER MESH) OVER 6 MIL POLYTHENE
VAPOR BARRIER & COMPACTED TERMITE TREATED
C! - EAN SOIL FILL (SEE SHEET 42 FOR FOUNDATION
O
NTES)
ASPHALT SHINGLES OVER ICE AND
WATER SHIELD PEEL AND STICK
(COLOR & PROFILE TO BE SELECTED BY OWNER, TYP.)
19/32" C-D STRUCTURAL I PLYWOOD SHEATHING
OVER PRE-ENGINEERED WOOD TRUSSES 0 24" O.C.
(SEE ROOF FRAMING PLAN SHEET-R1 FOR ROOF
SHEATHING NAILING SCHEDULE)
12 16 (TYP) (EE
RSHEET-R1 FOR TRUSS CONNECTOR SCHEDULE)
114M
WMIR
•
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........................... .................. ..
.....................................
........ ...... ...... ...... ...... ...... ...... ...... ......................................... ...... .... .. ...... .. .. ......... ....................
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il""""*"""",*,""""""""""""""""I K""I
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F%
3" MIN.
CLEAR COVER
(TYP,).
16" TYP.
TRUSS TAIL 2X" ALUMINUM DRIP EDGE OVER 1x3 P.T. NAILER
O.H.
BEARING HEIGHT
EL. VARIES
SUB -FASCIA BOARD
,x6 ASCIA BOARD
FASCIA
OR P.T.
\—METAL LATH AND STUCCO SOFFIT
PROVIDE 6"X18" SCREENED VENTS AT 6' O,C.
OR 4" CONTINUOUS VENT (SEE ROOFING NOTE #4)
CONT. 2x4 P.T. LEDGER BOARD w/ Y4"xY TAPCONS
024" O.C. (OR BETTER)
DOUBLE COURSE 8" CMU KNOCKOUT/BOND BEAM
BLOCK GROUTED SOLID WITH (1) # 5 REBAR
CONTINUOUS EACH COURSE
NEW 8" CMU WALL CONSTRUCTION WITH TYPE "M"
MORTAR
" MIN. CEMENT STUCCO COATING
#5 VERT. REBAR AND #5 DOWEL BARS WITH STD. 10"
LONG HOOK (MIN.) GROUTED SOLID. SET DOWELS AS
INDICATED
ON PLAN
30" MIN. LAP SPLICE (TYPICAL)
FINISHED FLOOR SLAB,,�
FINAL GRADE
12" MIN. EMBEDIVIEN'T
BELOW EXISTING GRADE
(2) #5 CONTINUOUS REBAR
PRE -CAST ("'ONC. LINTEL
SEE LINTEL SCHEDULE
SIZE & REINFORCEMENT
II �II II
DA. WEDGE ANCHOR
II 3-75" EMBEDMENT w/2"
SQUARE WASHER
II II II
II II II
II II II
II II
II II II
II U-
r 16 LONG 2x8 P.T.
(SYP) BLOCKING FOR TORSION
SPRING (AS REQUIRED)
I II
- - - - - --- - - - - - - - - - -
II Ih
III II II
2x6x16"-0" P.T. (SYP) ATTACHED CHEDII
w/ Jle4"O x 3" TAPCONS 016' O.C.
w/ 1" DIA. MIN. WASHERS II II
II II
Won, =61RIEffill .........
0 4 = WA 14 10 LAX01 X 112 V10 I 11#10 IMUM
WIMPSON TIE -STRAP TYPE SPH6
10d x 1-Y2" NAILS ON TOP & BOTTOM OF
ALL STUDS AND 0 HEADER
SIMPSON MSTA18 w/(14) 10d NAILS
ACROSS HEADER 0 ALL DOOR OPEN'G
'11i EYTERIOR
(3) 2XII 2
8" CMU WALL (ALL --
CELLS MUST BE GROUTED
SOLID AT PLATE
CONNECTION)
FACE NAIL FULL
STUD TO JACK w/10d
GUN NAILS @12" O.C. -C-4
STAGGERED
-----157��2x6 P.T. (SYP) WOOD JAMB FASTENED II
wl %"x3-Y2" (S.S. 304) HILTI KWIK BOLT 2x6 FRAMING SPF - Y4" 0 x 3-k4" " 0It 0 -
3 EXPANSION ANCHOR (OR EQUAL) w/ 2" #2 @12" O.C. (SEE. FULL STUD TAPCON E;CF?EWS 1
SQUARE WASHER (SEE BUCK DETAIL) 0 II II II SET 024" O.C.
_Ir .1 w PLANS FOR LOCATION) JACK STUD--\ MAXIMUM
c 00 w
II II SIMPSON SPH6 3z
0
(TYP. AT ALL I
STUDS) 114
P.T, (2x6 FRAMING P.T. (2X6 FRAMING)-
CONT. SOLE PLATE MAX
GARAGE FLOOR SLAB I
0
A A
GARAGE AJI 41-- (0"-10")
FLOOR SLAB �FTOP SLAB, FTC L.
-----------
SET Y2"O x 10"(MIN.) J-BOLT (7" EMBED.)
FOOTING PER FOUNDATION PLAN (2)#5 DOWEL WITH 30" 024" O.C. OR N'0 x 8" LONG REDHEAD OVERLAP "TRUBOLT" WEDGE ANCHORS (6'* EMBED.) 016" O.C.
w/2"O WASHERS - FOR ALL BEARING WALLS ?4 MN
(AND ANY WALL RESISTING UPLIFT) TYP.
BEARING WALL FOOTING OR THICKEND SLAB)
SEE FOUNDATION PLAN FOR DETAILS SHEET-P1
TYPICAL EXTERIOR WALL and FOOTING SECTION 2 OVERHEAD GARAGE DOOR GOAL POST 3 � TYPIC-''AL INTERIOR WOOD FRAME BEARING WALL
SCALE: 1/2" = 1%0" A5 SCALE: 1/2" = `11%0" 1 \,A5 SCALE: 1/2" = 1%0"
1 . SEE COMPONENT AND CLADDING PRODUCT APPROVAL SCAEDULE FOR ASPHALT ROOFING
SHINGLE REQUIREMENTS WHICH HAVE BEEN SELECTED TO COMPLY WITH 2020
FBC-RESIDENTIAL, CHAPTER 9, SECTION R905.2, AND CLASSIFIED TO MEET Vult=160 MPH
WIND RESISTANT RATING PER TABLE R905.2.6.1
2. INSTALLATION OF ASPHALT SHINGLES SHALL BE NAILED PER SHINGLE MANUFACTURER
I
SPECIFICATION BUT NO LESS THAN (6) 12 GAUGE x 1j" CORROSION -RESI STAN T ANNULAR
RING SHANK ROOFING NAIL PER TAB, OVER ICE AND WATER SHIELD PEEL AND STICK.
3. INSTALLATION OF METAL ACCESSORIES, AND PLACEMENT OF SHINGLES AT INTERSECTIONS,
EAVES, VALLEYS, AND GABLES SHALL CONFORM 11-0 2020 FBC ROOF APPLICATION
STANDARD RAS No. 115.
4. UNLESS OTHERWISE SHOWN, EXTERIOR CEILINGS OF FRONT PORCH AND REAR PATIO AND
SOFFITS SHALL CONSIST OF 7/a" CEME14T STUCCO OVER WIRELATH WITH 11GA.x2" LONG
NAILS WITH %" HEAD AT 6" O.C. OVER %" METAL RIB LATH AT 6" O.C. PROVIDE (2)
LAYERS OF 15# FELT OVER EACH FRAMING MEMBER.
ME7AL 67UD WALL FRAMING NOTES:
WEN METAL STUDS ARE SELECTED FOR INTERIOR NON -BEARING PARTIO,.
1. ''ON WALL FRAMING
SHALL CONSIST OF
COLD -FORMED STEEL MATERIALS AS FOLLOWS:
A) 3�" METAL STUD: 3 1/2" (18 GA.) COLD -FORMED STEEL STRUCTURAL C-SECTION
PRODUCT DESIGNATION: 350S162-43; 33 KSI, G60 (OR BETTER)
B) 3Y2" METAL TRACK: 3 1/2" (20 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 36" 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 Alf"'D BOTTOM TRACKS WITH (2) MIN. #8-18
x 4" S.M.S. (i
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).
SHOP DRAWINGS APPROVED
PRE -FABRICATED WOOD
TRUSSES 024" O.C.
INSULATION PER
ENERGY CODE
SIMPSON STRONG -TIE ROO . F
C TRUSS LIP TYPE STC (1 CLIP
0 2x4S, 2 CLIPS @ 2x6S, 3
CLIPS 0 2X8S) (NOTE: EQUAL
ANCHORS MAY BE SUBSTITUTED)
FIRE BLOCKING
(SEE NOTE #1)
ATTACH P.T. WOOD STUD-
10 CMU WALL WITH
)/4" X T' TAPCON AT
24" O.C. VERT.
USE .145" DIA P.A.F.
@16" O.C. TO CONCRETE
WOOD BASE BOARD MOLDING
'RE 1 SIM$
MZWCH��Qam
)�" THICK CEILING RATED GYPSUM WALLBOARD
SHEATHING (OTHERWISE NON -RATED %" THICK
GYPSUM WALLBOARD IS REQUIRED)
2x4 CONT. TOP PLATE
OR LIGHT GAUGE METAL
I -TRACK
WOOD STUDS LIGHT GAUGE METAL C-STUD
2x4S @ 16" O.C. FOR H=10' TO 14' 3 1/2" 0 24" O.C. FOR H=8' TO 10'
2x4S @ 24" O.C. FOR H=8' TO 10' 3 1/2" @ 16" O.C. FOR H=10' TO 14'
2x6S 0 24" O.C. FOR H=10' TO 14'
WOOD STUD TO PLATE
2-16d NAILS @ 2x4S
3-16d NAILS 0 2x6S
N' GYPSUM WALLBOARD SHEATING
P.T. 2X SOLE PLATE OR LIGHT GAUGE
I
META"' 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 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%3" TAPCONS AT 24" O.C. VERT.
y:
1116:
11611:1111f
------------ - -----
- - - -------- I I -
-BEARING WALL)
NINE
SCAI-E: 1/2" = V-0"
1 STRAP FOR UPLIFT 1175#
2 STRAPS FOR UPLIFT UP
(2) 2x8 P.T. LEDGER BOARD NAILED TOGETHER ------------ --
WITH (2) 16d NAILS 0 20" O.C. (MAX.) AND
FASTENED TO MASONRY WALL WITH -3/4"0 WEDGE
A,B. x 6" MIN. EMBEDMENT. SET A.B. 6" FROM
EACH WALL CORNER AND 24" O.C. MAX. ALONG
LEDGER BOARD. ALL A.B. MUST BE SET INTO SOLID
GROUTED FILLED MASONRY
NOTE:
LEDGER BOARD WEDGE ANCHOR BOLT
SHALL BE: HILTI KWIK BOLT 3 EXPANSION
ANCHOR OR EQUAL INSTALLED WITH
HEAVYDUTY WASHER AND
HEAVY HEAD NUT. (OR BETTER)
SIMPSON H]"SM16
I - 'OMMON PRE-ENGINEERED ROOF TRUSS
ONLY) (MISALIGNMENT OF GIRDER TRUSS
'CONNECTOR TO BE APPROVED BY -ENGINEER)
ROM
REVIEWED FOR
CODE COMPLIANCE
ST, LUCIE COUNTY
'SCALE. N.T.S.
12
ISLE
ELEV. (TYP)
12
SEE
ELEV, (TYP)
STUCCO OVER WIRELATH WITH 11GA. 2
NAILS w/ " 0 HEAD " O.C. OVER $ BW
METAL RIB LATH " O.C, w/(2
LAYERSOFT 15# FELT OVER EACH
FRAMING MEMBER).
r fr fr f"' i ON
(2500 PSI) CONC. FOUNDATION
(SEE SHEET —Al FOR SIZES AND 36"
SPECIFICATIONS)
SEE TYPICAL WALL SECTION FOR
ADDITIONAL INFORMATION
PRE— ENGINEERED WOOD TRUSSES
0 24" O.C. (MAX. SPACING)
"SIMPSON" STRAP PER TRUSS
CONNECTOR SCH.
(2) ROW
8x8 CONTINUOUS CONCRETE BEAM
BLOCK WITH (1)—#5 BAR IN
(3000 PSI) CONC. FILLED EACH CELL
8" PRECAST LINTEL WITH (1)—#5 BAR
IN (3000 PSI) CONCRETE FILLED CELL
(SEE LINTIEL SCHEDULE FOR MORE
INFORMATION)
16" X 16" CONCRETE BLOCK
COLUMN WITH (4) ®#5 BARS IN
(3000 PSI) CONCRETE FILLED
CELLS
STUCCO FINISH
#5 REBAR W/ 330" MIN. LAP SPLICE
DE Cv-RATIVE STUCCO BANIDING
FINISH_D GRADE
(2500 PSI) CONIC, FOUNDA1.110N
SEE PLAN FOR SIZES AND
SPECIFICATIONS
i
SEE TYPICAL WALL SECTION FOR
ADDITIONAL INFORMATION
#5 REBAR w/90'H0OK
5"x8" CONTINUOUS CONC.
BEAM BLOCK w/(1) #5 BAR IN
(3000 PSI) CONC. FILLED CELL
8"x16"x16" CONCRETE BLOCK
COLUMN w/(3) #5 BARS PERT.
IN (3000 PSI) CONC. FILLED CELL
STUCCO FINISH " THICK
-#5 REBAR w/30" MIN. LAP SPLICE
to
FINAL GRADE
SCA,L E. 1.;2,W m 1'-0
e
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) 9fr," x 1—%" LONG CORROSION RESISTANT
HEX HEAD LAG SCREWS SPACED PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
BUCK DETAIL
- _ .__ _._
SCALE: N.1°..
STUCCO CEMENT FINISH
CORROSION RESISTANT FLASHING —
PER WATERPROOFING NOTE #2
APPLY PERIMETER SEALANT CAULK
BETWEEN BUCK & WINDOW FRAME
(SEE WATERPROOFING NOTE #5)
�4 IIIYij
STUCCO CEMENT FINISH
CMU WATER RESISTANT COATING
(SEE WATERPROOFING NOTE #1)
CORROSION RESISTANT FLASHING
PER WATERPROOFING NOTE #2
NOTE:
WINDOW FRAME SHOULD BE COMPLETLY SEATED
ON THE BUCK. IN NO INSTANCE SHALL THE
FRAME OVERHANG THE BUCK
10 P.T. WOOD FIRRING ALL (3) SIDES
CONTINUOUS
WOOD TRIM
! ffr
1x3 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS
SEE WATER PROOFING NOTE #6
P.T. WOOD BUCK WITH SEALANT PER
WATERPROOFING VOTE #4 AND ANCHORED TO
MASONRY PER BUCK ATTACHMENT NOTE.
f r . W: f f ,■,
NOTE:
WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R7034 (1,2) AS PER DETAILS PROVIDI-D
BUCKS:
a FOR WINDOWS, SGD, AND SWING DOORS USE 2X4, 2X6, 2X8, 1X6, 1X8, DOUBLE 1X6, OR DOUBLE. 1X8 IS
ACCEPTABLE.
9 ALL BUCKS MUST BE PRESSURE TREATED.
0 ALL BUCKS MUST COVER ENTIRE DEPTH OF THE DOOR/WINDOW JAMB.
STUCCO CEMENT FINISH
FILLED CELL AT JAMB BLOCK (TYP)
t.
CMU WATER RESISTANT COATING
(SEE WATERPROOFING NOTE #1)
a
d
a• 10 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS
WOOD TRIM
P.T. WOOD BUCK WITH SEALANT PER WATERPROOFING
APPLY PERIMETER SEALANT CAULK NOTE #4 AND ANCHORED TO MASONRY PER BUCK
BETWEEN BUCK & WINDOW FRAME ATTACHMENT NOTE.
(SEE WATERPROOFING NOTE #5)
SEE WATERPROOFING NOTE #6
CORROSION RESISTANT FLASHING
PER WATERPROOFING NOTE #2 ANCHOR DOOR JAMB AND HEADER TO 2x BUCKS IN
STRICT ACCORDANCE WITH MANUFACTURE'S
PRODUCT APPROVAL INSTALLATION REQUIREMENTS.
-
}- ! * 1, r f♦ r;
CORROSION RESISTANT FLASHING PER WATERPROOFING
NOTE #2
CAULK SEAM AT WINDOW INSTALLATION
(SEE WATERPROOFING NOTE #5)
CMU WATER RESISTANT COATING
(SEE WATERPROOFING NOTE #1)
SET SILL IN FULL MORTAR BED
STUCCO OR DECORATIVE CEMENTITIOUS COATING
8" C,M.U.
4" FURRING TO MASONRY WALL
.a f f ■ !
• r fir'. f_� r '' « * A M s ,�
f r -♦
f ! f � A ♦ r
■: s r .. . w
i yW i
*-� r wl a +� r♦ r rf♦• �- !i A a r s
■rf 'r f f Z •1 f '' f r rf •'" r a ■■ r !f
,,.
BUCK ATTACHMENT:
0 FOR 1
X BUCKS ATTACH 10NiL? WALL WITH;
1 1/2tre
LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND
12" O.C.
OR
3/1C
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.G.,
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:
REVIEWED
1 1/2"
LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND
12" O.C. ,. . ,. LI AMCE
OR
CIE COUUTY
3/16"
X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C.'
m,'
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" FE�OM 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.
,gk 9'-4" TYP71
ICAL WALL HEIGHT
-OL 7'-4" WINDOW HEADER HEIGHT
"IF
A7)
#5 VERTICAL BARS WALL REINFORCING -7
ABOVE WALL OPENINGS SHALL BE
PROVIDED WITH A STD. ACI HOOK TIED
-rn I [KlTrl mmkirnDnlkin CTE-C71 tTVDInAl
1 P7
44
4
7L
1,A
(MNG IN.)
PRECAST CONCRETE LINTEL 8' BEAR
(SEE SCHEDULE FOR DESIGNATION
AND REBAR REQUIREMENTS)
REBAR PLACED IN LINTEL MUST BE
CONTINUOUS -NO SPLICING ALLOWED
jm.
T4
H
2 COURSES OF 8" BOND BEAM BLOCK
(CEMEX/RINKER # T81 OR EQ.) ALONG TOP OF
ALL WALLS
REINFORCED WITH (1) #5 BARS CONTINUOUS IN
EACH BLOCK
ErT
Ll -
LINTEL TYPE
BF1 6-1 B/1 T
SECTION A -A
SET PRECAST CONCRETE WINDOW SILL (SEE
DETAIL 7, SHEET-A6) OR POUR IN PLACE
CONC. SILL W/ (2) #4 BARS EXTENDED 6"
INTO EACH SIDE JAMB BLOCK BEFORE
GROUTING WALL CAVITIES (OR Dili AND
SET WITH 5" EPDXY EMBEDMENT)
8" CMU 13LOCK WALL- REINFORCED AS
NOTED ON THE PLANS AND INDICATED IN
DETAILS (ALL VERTICAL BARS SHALL BE
HOOKED INTO TOP BOND BEAM BLOCK)
(1) #5 VERTICAL BARS —TYPICAL AT ALL WALL
OPENINGS LESS THAN 8'-0" WIDE
ALL OPENINGS 8'-0" WIDE AND LARGER SHALL HAVE
(1) #5 BAR IN 2 ADJACENT BLOCK CELLS GROUTED
SOLID (SEE PLANS FOR LOCATIONS)
4 IVA 141 k
SCALE: N.T.S.
n COURSES nr " in 0 BLOC"
u ullu r-MM LU
(CEMEX/RINKER TYPE T81 OR M)
(2)#5 BAR CONTINUOUS EACH LOUR:
ALONG TOP OF WALL, FILLED SOLID
GROUT
HORIZONTAL BOND BEAM BARS WITH
STD. 90- ACI HOOK i MINIMUM)
(TYPICAL)
ELEVATION VIEW #5 REBAR WITH STD. 90' HOOK
AT TOP GROUTED SOLID
STEPPED BOND BEAM DETAIL
CMU WALL DETAIL a.
ENTRANCE WAY
FIELD CUT LINTELS TO MITER END
AND
CUT BOTTOM TO ALLOW
EXTENSION OF 3 COLUMN VERTICAL
BARS THROUGH LINTEL
(1) #5 REBAR CONT
ALONG TOP OF BEAM
S2
0
_j
m
00 Z
z
<
EB (L
#5 REBAR AT BOTTOM
GROUT SOLID
(3000 psi)
8" BOND BEAM BLOCK
(CEMEX/RINKER # T81
OR EQUAL)
#2 STIRRUP (ACI TYPE
Sl) a 8., O.C.
3/4" CLEAR
OFF LINTEL CAVITY
o
8" PRECAST LINTEL
LINTEL TYPE BF16-18/1T MODIFIED
AS SHOWN
SCALE: N.T.S.
OIL 9'-4" TYPICAL WALL HEIGHT
T
8'-0" WINDOW HEADER HEIGHT
"IF
#5 VERTICAL BARS WALL REINFORCING
ABOVE WALL OPENINGS SHALL BE
PROVIDED WIT11 A STD. ACI HOOK TIED
TO LINTEL REINFORCING STEEL (TYPICAL)
I �A
T
4 • A
A 7177 7 . 1! .4
a.
4
zw 7
. ' =4q
L! A
PRECAST CONCRETE LINTEL
(SEE SCHEDULE FOR DESIGNATION BEARING
��A'u
AND REBAR REQUIREMENTS)
REBAR PLACED IN LINTEL MUST BE
L L., CONTINUOUS —NO SPLICING ALLOWED
REINFORCEMENT PLAC:
— - ------------- -
oil
Lill
oil
2 COURSES OF 8" BOND BEAM BLOCK
(CEMEX/RINKER # T81 OR EQ.) ALONG TOP OF
ALL WALLS
REINFORCED WITH (1) #5 BARS CONTINUOUS IN
EACH BLOCK
LINTEL TYPE
81`16-18/1 T
SECTION A -A
SET PRECAST CONCRETE WINDOW SILL (SEE
DETAIL 7, SHEET—Aii OR POUR IN PLACE
CONC. SILL W/ (2) #4 BARS EXTENDED 6"
INTO EACH SIDE JAMB BLOCK BEFORE
GROUTING WALL CAVITIES (OR DRILL AND
SET WITH 5" EPDXY EMBEDMENT)
8 CMU BLOCK WALL— REINFORCED AS
NOTED ON THE PLANS AND INDICATED IN
DETAILS (ALL VERTICAL BARS SHALL BE
HOOKED INTO TOP BOND BEAM BLOCK)
(1) #5 VERTICAL BARS -TYPICAL AT ALL WALL
OPENINGS LESS THAN 8'-0" WIDE
ALL OPENINGS 8'-0" WIDE AND LARGER SHALL HAVE
(1) #5 BAR IN 2 ADJACENT BLOCK CELLS GROUTED
SOLID (SEE PLANS FOR LOCATIONS)
ff-ml 0.9p- A -9- lk A A I El 0 A '.A.te IL & 9 r m —a . . a . — — 0— — - — — - - -
SCALE. N.T.S.
REVIEWEED FOR
fw-OMPLIANCF,
DRAFTING SERVICES
10ANJAFFIR, L C
PHONE: (772) 237-7942
W WW TREASURECOASTDRAPTING.COM
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Date:
SCALE. N.T.S.
JOB No: 520-1072
A7
ELECTRIC
LOAD l".;`AL.C"S
PER NEC
1660 sq. ft. x 3VA (GENERAL LIGHTING)
4,980 VA
GARBAGE DISPOSAL
N/A
REFRIGERATOR
1,200
MICROWAVE
1,500
DISHWASHER
1,800
RANGE/OVEN
12,000
DRYER
5,000
WASHER
1,200
WATER HEATER
5,000
OPT. POOL PUMP
1,500
OPT. POOL HEATER
6,000
OPT. WELL PUMP
2,000
OPT. IRRIGATION PUMP
2,000
misc.
10,000
TOTAL
54,180 VA
FIRST 10 KW 0100%
10,000
REMAINDER 040%
17,672
TOTAL
27
A/C HEAT 0 100%
TOTAL
37,6VIA
TOTAL/240V
15-/
............
EXHAUST VENT THRU'SOFFIT
EXHAUST VENT THRU'ROOF
SWITCH $ DIRECT WIRE
LIGHT FIXTURE
3
�- H
WAY SWITC-
THERMOSTAT
(D
CEILING MOUNTED
LJ
4-WAY SWITCH
3
PHONE/CAT5
PH c!5
T
LIGHT FIXTURE
w/PULL SWITCH
DIMMER SNTCH
o
TV JACK
1 20V OUTLET
SMOKE DETECTOR &
HI HAT
HALF HOT OUTLET
CARBON MONOXIDE
VAPOR PROOF
Fill HAT
DETECTOR
220V OUTLET
EXHAUST FAN
,
FLOOD LIGHT
>8
Gr' CIUTLET
PUSH BUTTON
W'P -DPI OUTLET
DOOR CHIMES
ff—"5
CEILING
Wo Wo
ALARM PAD
FAN with
LIGHT
QUAD OUTLET
PANEL
FUSE DISCONNFC-
METER
# POLES FRAME SILE-
FUSE SIZE
FIGHTLUORESCENT
INEMA ENCLCSURF?
'L
FANCEILING
G�
GARAGE DOOR -
SPEAKER
FINIE R
BOX
LIGHT FIXTURE
Julw_'TION
WALL MOUNTED
SARBAG7E DISP,
ABOVE FINISHED
FLOOR
AFF
ECTRI,CAL NOTES:
SMOKE DEFLOJORS TO BE 110V wl BAT 7,11''ERY 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. 21012
EXHAUST FANS TO BE VENTED THRIJ 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.
C, ��
�.�ERHEAD SERVICE
FROM FPL
2" RGS OR 2"
RGS SERVICE
IMC CONDUIT DETERMINED BY POWER COMPANY
+1)2;/03/0W/2 #3-'0THHN
+ 0 cu CU)
CU
CU OR EQUAL
METER
IER
(MIN RATING--10,000 A/C
--------- INTERRUPTING)
#4 SOLID COPPER
GROUND TO 5/8"x2O'-O" REBAR
EMBEDDED IN FOUNDATION
(OR NEC EQUAL)
i
200 AMP PANEL —
MAIN BREAKER
40 CIRCUIT.
2 MOLE, 1 PHASE
�
00 AMP DISC'.
R—
Eo'QUIRED FOR
X XT
TENDED SERVICE
ONLY)
...........
. mro
GROUND TO 5/8"x2O'--O" REEBA
EMBEDDED IN FOUNDATION
(OR NEC EQUAL)
4:10
REVIEWED FOR
cOn P E CM WILIANCE
-TRICAL Rl'-_r__R
ABOVE GROUND ELE' "'AL RI] _R UNDERGR'
9UND ELEC
G" UNTY
120/240 V, 1 PHASE, 3 WIRE SERVICE t-�,10 SCAL120/240 V, 1 PHASE, -, 3 WIRE SERVICE N0 SCALE
0 1-1
DRAFTING SERVICES
roAN JA&'Ez , IA.0
PHONE: C772) 237-7942
W'WW.TRRASURECOASTDRAFTTNT(5,COM
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Date:
SCALE; 1/4"
JOEI No: 520-1072
55' 0"
TRUSS BEARING
ID POINT
A13 A
C4, C , C6 B
B4 C
ALL OTHERS AT CBS EACH
BEARIc'x� r RS AT THANt E EACH
TRUSS ACTUAL 1
UPLIFT
<2000#
<450#
CONNECTOR
ID
I (1)—MGT
(1)—LUS28
CONNECTOR
UPLIFT FASTENERS
DESIGN
3965# (1) 5/8" THRD. ROD EPDXIED 7" MIN. & (22)-10d
1165# (10)-10d
NOTES
AT CBS BEARING
AT LEDGER
ui w.j
xuc
M
JD1
t
<1350#
<1730#
(1)—HTS20
(1)—HETA12
1450 (4)-10d x 1 1/2"
1730# (7)-16d
AT FRAME BEARING
AT CBS BEARING
<1000
(1)-MTS 16
1000# (14)-10d x 1 1/2""
AT F' E BE ING
0
NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED
NOTES:
; �+, VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR w/(4)-#9 SD x 232" TO SUPPORTING TRUSS AND ()-#9 SD x 1%2" TO VALLEY TRUSS IN LIEU OF
MTS16 AS STATER. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C.
D
0
USE SIMPSON EPDXY STRONG TEE SYSTEM H 12" MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.).
TRUSS NOTES:
D1
1. ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER.
D1
2. CONTRACTOR TO PROVIDE ENGINEER, AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTAI TRUSSES.
. CONTRACTOR TO VERIFYROOF CONDITIONS, DIMENSIONS BEFORE ORDERING, INSTALLING TRUSSES.
A
/2
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4. TRUSS TO TRUSS CONNECTION TO BE PROVIDED BY TRUSS COMPANY.
5. SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS.
111KNUM 1422-
1,11011111
DESIGN1. REACTIONS
.: HAVE BEEN DETERMINED AND
PROVIDED
w#'..:1 iR BY TRUSS MANUFACTURER'S
r SHOP
DRAWINGS (BUILDERS ' OR JOB NO. r 6.. LAYOUTDATE 1 #:".
CUT -SHEET DATE: 03/05/21 AND REVIEWED BY THIS STRUCTURAL ENGINEER FOR DETERMINA11ON OF THE TRUSS CONNECTOR TYPE AND ALLOWABLE LOADS NOTED IN THE TRUSS TO WALL
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e a . r : y y.. # r r21 RRFA
ONE
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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 rOR 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 & 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 WITH
TRUSS CONNECTOR.
f M ' r � f. '. � r . � r. g . r s. � 1 . �',. � 1: A I� 1: 1 � 1 i .' 1 'r r i #: � # .1 �, r... : :. r ♦ , r : ..
DRILL HOLE DIA. (MAX.)
IXG""
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in
EMBEDMENT DEPTH (MIN. 12P
1291
PLYWOOD SH11EATHI G NAILING SCHEDULE
--------------------
LOCATION NAIL SIZE/TYPE EDGE FIELD NOTES
SPACING SPACING
WALL
Z
SHEATHING
0 ALL
6d COMMON 6" O.C.
6" O.C.
(15/32"°)
N WALL ZONES
E
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0 @
8d Ring Shank 4" O.C.
4" O.C.
(OVERHANGS)
Z
ROOF
SHEATHING
(19/32")
O 2
N
8d RingShank
4" O.C.
6" O.C.
E
8d Ring Shank 6" O.C.
6" O.C.
f RING-SHANKNAILS SHALL HAVE THE FOLLOWING
1. 0.113-INCH NOMINAL DIAMETER
3. 16 To 20 RINGS 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER
INCHES
4. 0.280 INCH FULL ROUND ' M DIAMETER
5. 2-INCH NAIL LENGTH
Hatch Legend
12 =0" A.F.Fl
=4" AmFmF
11
#.�
NAILS
ZONE AT D.C. PERIMETER
. r AND " D.C.FIELD
ZONE NAILSO.C.PERIMETERAND r O.C.1
O NAILS AT O.C.PERIMETER
.r AND r O.C. FIELD
NOTE
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DRAP'PING SERVICES
JOAN JAFP6, I I.0
PHONE, (772) 237-7442
W W W.TRHASURECOASTDRAFTINO.COM
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Date:
SCALE: 1/41" = 1"-01"
JOB No: 520-1072
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