HomeMy WebLinkAboutBuilding PlansOWEL TO BE TIED
BAROW/g48 BARTIDIA
LAP SPLICING - TYP. 4° CONCRETE SLAB
86X6,10/10 W.W.M.
" CONC. BLOCK -
OR FIBER MESH OF
N EQUAL STRENGTH
ASSUMED GRADE
CUT BACK
0 45' ANGLE
6 MIL VAPOR
BARRIER
%\ CLEAN, COMPACTED
(2) ##5 REBARS) TERMITE TREATED
ANTIN000S FILL
TYPICAL EXTERIOR
0MASONRY WALL
I SCALE: 1/2"=1'-O"
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4" CONCRETE SLAB
WALL BEYOND 6X6,10/10 W.W.M.
OR FIBER MESH OF
w EQUAL STRENGTH
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CONCRETE NOTES
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1 ENGINEER OF RECORD MUST BE NOTIFIED WITHIN 48 HOURS OF PLACING CONCRETE
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2. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 301
17'-0"
'-4!
12'-.8"
V-4"
"SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND ACI 318 BUILDING
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CODE REQUIREMENTS FOR STRUCTURAL CONCRETE:175
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3. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND
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SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSF. UNLESS
-- - - - - - -
- - - - - - - - --------
NOTED OTHERWISE.
4. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP .OF4 INCHES PLUS OR MINUS ONE
C
-
' I
VAN.
F�
INCH.
5. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES &
- GARAGES.HOLES IN VAPOR BARRIER ARE NOT PERMITTED. TAPE AROUND ALL SEAMS
AND CUT-OUTS.
6. ALL REINFORCING SHALL CONFORM TO ASTM A615 FOR GRADE 60 STEEL/WELDED WIRE
MESH TO CONFORM TO ASTM A-185. -
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I
-
6.1. PROVIDE CHAIRS & BOLSTERS
6.1.1. BOLSTERS TO HAVE PLASTIC COATED LEGS & FEET (IF EXPOSED TO
EXTERIOR ELEMENTS)
I
I
13'-4"
F�
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6.2.. ENSURE MESH IS EMBEDDED 1' FROM THE TOP OF THE SLAB. LAP JOINTS AT 8" &
TIE.
7. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A185 AND. SHALL BE
ADEQUATELY SUPPORTED @ T-0' O.C. EACH WAY
8. .:THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS:
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CAST AGAINST EARTH: 3"
I
EXPOSED TO EXTERIOR ELEMENTS' 1"
N. � ■ ■ ■ ■ ■
w ■ - - - ■ FORMED SURFACES; 1"
WE I Cn p I e O f OWE I 9. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE
I I G a ■ VAN WC REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL
DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER
0 4" .� I ( FZ �4" 0.4' _I I PRIOR TOCONSTRUCTION OF.THOSE AREAS INVOLVED. -
I
�- e 'r I "" I I■ 40. CHECK ALL DRAWINGS AND EMBEDDED
ITEMS, SUCH
MANUFACTURE'S SHOP DRAWINGS FOR
I 4 I LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC.
PRIOR TO PLACING CONCRETE.
F5 I I
■ � ] R INFORCEMENT F E 0 B D
\/ :. ` \y/\\\ - - - - _ R CONTINUOUS FOOTINGS SHALL E CONTINUOUS AN 5PLICED
CUT BACK \ •( . �" \ \\� CUT BACK
I. I■ WITH A FULL.30 INCH LAP. PROVIDE CORNER BARS
/ "`911III III""
0 45 ANGLE i :,, , \ �//\� ,0 45 ANGLE F� ° -_ 1.2. CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE
\ \/
6 MIL VAPOR I AGGREGATE. "PEAROCK" IS NOT PERMITTED FOR SLABS. i 8"
BARRIER rho C 13. ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC.) SHALL BE TESTED TO
CLEAN, COMPACTED I r ENSURE STRENGTH REQUIREMENTS ARE MET.
(2) #5 REBARS TERMITE TREATED I ■ 1^ 14. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10" ACI
CONTINUOUS FILL L I F1 HOOKS.
TYPICAL EXTERIOR WALL 15. SOILS SHALL BE TREATED.
AT EXTERIOR DOOR j
CONCRETE MASONRY NOTES
A I I
DRYER WASHER ■
f 2 _ DBL. SINK
SCALE.. 1/2 1 0 4 3,000 P.S.I.PSICONCRETE SLAB AT 28 DAYS WITH 6x6,. I ' 1. ALL MASONRY BLOCK SHALL CONFORM TO THE O REQUIREMENTS OF ASTMC90 FOR LOAD I .
4" CONCRETE SLAB I � 10/10 WELDED WIRE FABRIC OR FIBER MESH ON 6 MIL' I BEARING CONCRETE MASONRY.
'
I ° POLYETHELENE VAPOR BARRIER OVER CLEAN FILL TREATED I 1.1. MIN. PRISM STRENGTH of 1500 PSI W/ 3/8" MORTAR JOINTS.
8" CONCRETE BLOCK ORXFIBER6,10// 1MESH OF ~ I a a .AGAINST TERMITE INFESTATION COMPACTED TO 95%%% I® 17 2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR
•' = EQUAL STRENGTH v I ® 0 PROCTOR DENSITY PER ❑ AASHTO T-180 AND CONTRACTOR 13. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE "DUR-O-WALL' TRUSS TYPE ' I
FIN. FLR. SHALL VERIFY THE EXISTING SITE IS CAPABLE OF '
REINFORCING IN EVERY OTHER COURSE. (16" O.C.)
' -. - - I■ 4. ALL LAP SPLICES MUST BE 48 BAR DIAMETERS.
ASSUMED GRADE SUPPORTING A MONOLITHIC SLAB GENERATING. A MINIMUM I IN IN '5 WHERE INDEPENDENT CO R TE COLUMNS ARE ABUTTED BY MASONRY WALLS
REBAR VERTICAL
NEL TO FOOTING. ? //
SEE FOUNDATION /\ CUT BACK
SHEETS FOR /\\ �•: \\ 0 45"- ANGLE
PLACEMENT. 6 MIL VAPOR
/ / \ BARRIER
�//\%CLEAN, COMPACTED
(2) #5 REBARS-3\\ '• , / %r TERMITE TREATED
CONTINUOUS FILL
TYPICAL GARAGE` WALL
SCALE: 1/2"=V-0"
TYPICAL 4" CONCRETE TT
SLAB WITH 6x6,
10/10 W.W.M. �ISLOPE 2"
1 lul
6 MIL VAPOR
BARRIER \
CLEAN COMPACTED \//\�20/`\/� ((2 ##5 REBARS
TERMITE TREATED CONTINUOUS
FILL
TYPICAL' STEP DOWN
AT GARAGE
S
SCALE: 1/2"=1'-O"
TYPICAL 4" CONCRETE
SL78 WITH 6z6,
10 10 W.W.M.
SLOPE TO
DRAIN _
6 MIL VAPOR
BARRIER
CLEAN COMPACTED
((2)) /�5 REBARS
CONTINUOUS
TERMITE TREATED
FILL
TYPICAL STEP
DOWN
0
NC E.
OF 2,000 P.S.F.BEARING PRESSURE PROVIDE DOVETAIL ANCHORS :.FOR THE FULL HEIGHT OF.THE COLUMNS .-
X
L TUB 6. ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM WITH ACI 530.1-05/ASCE
7-05/TMS-602-05, SPECIFICATION FOR CONCRETE MASONRY STRUCTURES AND ACI
L �..,. .. - - - 530-05/ASCE 7-05/TMS 402.05,UILDING CODE REQUIREMENTS FOR MASONRY
0'- -0" BSTRUCTURES. ALL CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C-90 WITH
-- FIN. FL WC I TYPE M OR S MORTAR COMPLYING TO ASTM C-270. MASONRY UNITS SHALL HAVE F--�
O � MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI ON THE NET AREA: (*')
O 7. ALL 8" EXTERIOR CMU WALL SHALL BE. REINFORCED WITH #5 VERTICAL REINFORCING 0)
VAN. VAN. BARS. WHERE SHOWN ON ARCHITECTURAL PLANS AT CENTER OF GROUTED CELL. cv
II I PROVIDE 9.GA. TRUSS TYPE HORIZONTAL JOINT REINFORCING AT 16" O.C. (EVERY
f I OTHER COURSE) IN. ALL WALLS.. PROVIDE ADDITIONAL REINFORCING ON EACH SIDE OF �J N E-i cv.
4 I I I I I■ OPENING GREATER THAN 24" WIDE & AT CORNERS & INTER- SECTIONS OF WALLS. CARE E� Vi rx,. 0
SHALL BE TAKEN DURING THE CMU WALL ERECTION TO ENSURE THAT CELLS TO BE ~
I •< GROUTED LINE UP PROPERLY, PROVIDING A MINIMUM CLEAR AREA OF 10 SQUARE � 0 .4 Do
Do0'- -4" I I c INCHES & MIN. CLEAR DIM. OF 3" PROVIDE SAW -CUT CLEAN -OUT HOLE IN BOTTOM I- H a a+ L( j
(■
GARAGE FIN. FL COURSE &.REMOVE MORTAR DROPPINGS FROM CELLS AT END OF EACH DAY. PROVIDE .Q
I ( FOOTING DOWELS TO MATCH WALL REINFORCING SIZE &SPACING.. LAP SPLICEw^
REINFORCING 48 BAR DIA.(OR AS SHOWN ON PLANS) &TERMINATE REINFORCING ^ W
I I I F4 I I WITH STANDARD ACI HOOKS TO PROVIDE CONTINUOUS REINFORCING FROM FOOTING
■ TO UPPERMOST TIEBEAMS. TIE VERTICAL REINFORCING TO INSURE PLACEMENT IS IN W W �•''
F1 CENTER OF WALL. A 0 E-
F3 I I I I 7.1. WHERE 2 VERTICAL BARS ARE SHOWN IN 1 CELL, INSTALL 1 BAR ON THE a a
0
INTERIOR FACE OF THE WALL & 1 BAR ON THE EXTERIOR FACE OF THE WALL, 2" 1� EW'i
m FROM THE EXPOSED FACE OF THE BLOCK..
l0 8. PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDING@ THE TOP OF rFr-�-yy
^••' I ALL WALLS AND AT JOIST BEARING F�-1f-,1 U1
8.1. BOND BEAM TO HAVE A MINIMUM OF (2) #5 BARS OR (1) #7 BAR TOP AND F•�
I ®--® ■---- ■ _ WI I 1 I BOTTOM (UNLESS OTHERWISE NOTED). Fi / \
I 4" ■ I - - - - - - - - _ - _ ■ 8.2. H-BLOCK TIE BEAM .STEEL TO STOP 8" FROM CORNERS. WITH (1) #5 CORNER BAR
� i \
L > ■ ■ ■ ■ ■ (OR 1.#7) TOP & BOTTOM 32" MIN. LAP. rr + -J-}-
I F� �• I I■ b S, VERTICAL REINFORCEMENT STEEL TO HAVE A 1/2" MIN. CLEARANCE FROM MASONRY. F�
--- 15'-10° ��-2. ■ _1 10. .GROUTED CELLS SHALL NOT EXCEED A 12' CONTINUOUS POUR.
�' m F2 ■ ■ ■ ■ ■ F1 `� 11. PROVIDE 'CAST-CRETE" (OR APPROVED EQUAL) PRECAST CONCRETE LINTELS AT ALL
�I MASONRY OPENINGS, UNLESS NOTED OTHERWISE.
I2. ANY EPDXY SHOWN SHALL BE EITHER "HILTI HIT RE 500" WITH "HAS-0 THREADED
F3 r.; F� •wj ,. `. RODS FOR MASONRY OR "SIMPSON XP22" WITH THREADED ROD.
liti12.1. .ALL THREADED ROD HOLES TO BE 1/8" DIA. LARGER THAN REINFORCING STEEL r- O
--- - ----- io OR THREADED ROD FOR EASE OF INSTALLATION. r- C')
rn
F6 FOUNDATION NOTES A� o
3'-8" - -- 16'-0" 3'-8" 6 8 13'-5" 15'-8" 1. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY Q i U C/D 0)
C1
23'-1- - 11-11 7'-8 29'�1" ASTM 1557 (MODIFIED PROCTOR). W LrJ 0)
2. FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL BEARING W Ci P 0)
-- - 72'-0" PRESSURE OF 2000 PSF ` 'ZHZ J CO
3. FOOTINGS SHALL. BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. Z ~ [�
FOUNDATION PLAN
LLo
SCALE: 1 /4„ = 1 -0"
EDFOR xaw�
AT SHOWER REVIEW 1 a-4�
4" CONCRETE SLAB
WALL BEYOND
X6,10/10 W.W.M,
JOINT � i'-2" OR FIBEk MESH OF
EQUAL STRENGTH
CODE COMPLIA! � z 0
ST. L.UCIE COUN I; Fa
BOC
F" q
1/2 EXPANSION /�,
CUT BACK
\\'/j\\ 0 45• ANGLE
6 MIL VAPOR L L 1 I I I 1
+" a COpY
.BARRIER
\ CLEAN, COMPACTED
(2) #5 REBARS TERMITE TREATED LEGEND
ANTINUOUS
WINDOWOPENING
' a TYPICAL GARAGE RECESS
SCALE: 1/2"=1'-0
Mill tt�
TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES AND HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 1609 OF THE 7th EDITION FL. BLDG. CODE
TODD N. SMITH, P.E.,
FL. PE #42082
68'-8"
GENERAL NOTES DESIGN PARAMETERS FOR VVIND LOAD COMPLIANCE
7' 1. CONTRACTOR SHALL VERIFY ALL. DIMENSIONS PRIOR TO 1. BUILDING CATEGORY II
25'-4° - 12'-4" 17'-8"-13'-4" CONSTRUCTION. IF THE CONTRACTOR OBSERVES THAT THE 2, FLORIDA BUILDING CODE 7TH EDITION (2020)
,, DRAWINGSAND SPECIFICATIONS ARE ATVARIANCE THEREWITH, HE.. 3. BUILDING DESIGN. IS ENCLOSED
+37.8 +37.8
-50-3 SHALL PROMPTLY NOTIFY THE ENGINEER IN WRITING, AND FORY 4. MEAN ROOF HEIGHT IS 15'
-41.0 � NECESSARY CHANGES SHALL BE ADJUSTED AS PROVIDED FOR
ti 2050 2050 2'-10" CHANGES IN THE WORK. 5. ROOF PITCH 5/12 DEGREES
it
2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY 6. INTERNAL PRESSURE COEFFICIENT +/-.0.18
COMPLY WITH THE SEVENTH EDITION. OF THE(2020) FLORIDA 7, WIDTH OF END ZONE A = 3.33'
` ao �.. LE-G
BUILDINGCODE, ACI318-05, NCMA, NATIONAL FORESTPRODUCT
w8. WIND SPEED IS 170 MPH 3 SECOND GUST
o m ASSOC., NDS, TPI-95, AND ANY OTHER NATIONALLY RECOGNIZED
WIND EXP RE TI N.o ORGANIZATIONS THAT GOVERN THIS BODY OF WORK.9• OSU CLASSIFICA O C
o 10. COMPONENT & CLADDING ULTIMATE WIND PRESSURE ON ROOF:
3, THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY. WITH ALL60 +36.0 -LAWS, ORDINANCES, RULES AND REGULATIONS BEARING ON THE COMPONENT & CLADDING NOMINAL WINDPRESSURE ON WALL:
-47.2CONDUCT OF THE WORK AS: DRAWN AND SPECIFIED AND SHALL BE COMPONENT & CLADDING WIND PRESSURE ON SOFFITS50 3050 BB PERMITTED AT THE. LOCAL OFFICE, COUNTY OR CITY. THE RESULT , ..(SEE CHART ON RIGHT ON THIS PAGE)
OF NOT OBTAINING A BUILDING PERMIT FOR THE DESIGN OF THESE 1l.. LOADS:
PLANS SHALL RELEASE ALL RESPONSIBILITY FOR THIS PROJECT FLOOR 40 PSF
Master -- ------ -----------------------------------------
" � FROM THE ENGINEER OF RECORD. CONTACTOR IS RESPONSIBLE
M. Bedroom FOR A FINAL CERTIFICATE OF OCCUPANCY FOR THIS PROJECT. ROOF/DEAD 17 PSF
+R O o Bath Co � � � � 4. IF THE CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE ROOF/LIVE 20 PSF
N I Porch
-41.0 in - i +37.8 GLASS MUST In CONTRARY TO SUCH LAWS, ORDINANCES, RULES AND WALL 61 PSF
50.3 BE TEMPERED RUGULATIONS, AND WITHOUT SUCH NOTICE TO THE ENGINEER, HE 12. SHEAR WALLS WERE CONSIDERED
9'-6" 14'-2" i 2 PER F.B.C. 308.4 - SHALL BEAR ALL COSTS ARISING. THEREFROM.
12'-0" 13 A CONTINUOUS LOAD PATH WAS PROVIDED
CC 5.. THESE PLANS WERE DESIGNED FOR THE CONTRACTOR/OWNERTO '
• . • b p _l; - BE PERMITTED AT THE LOCAL AGENCY (BUILDING DEPARTMENT AN D.: 14. COMPONENT & CLADDING DETAILED
GLASS MUST +36.0 O SHOULD BE FOLLOWED As INSTRUCTED. THE RESULT OF NOT 15. MINIMUM SOIL BEARING PRESSURE IS 2000 PSF PRESUMPTIVE
BE TEMPERED 1 /2 O -39.3 OBTAINING BUILDING PERMIT FOR THE DESIGN OF THESE PLANS
PER F.B.C. 308.4 Wall q 4'_0" SHALL RELISH ALL RESPONSIBILITY FROM THE ENGINEER OF
z-1o" 12'-0" 2'-10' 10 TIMBER NOTES
d Dinningo RECORD. -
' I +36.0 � ;1 6. ` TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR
ro ` , :BUILDERS APPROVAL. THESE DRAWINGS SHALL BE SEALED BY.A 1.: PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY A FLORIDA
(D 12068 -47.2 c i 7 -8. - FLORIDA REGISTERED ENGINEER AND REVIEWED BY THE ENGINEER REGISTERED ENGINEER FOR ALL LOADS PRESCRIBED. ROOF TRUSS ENGINEERING.
OF RECORD. THE ENGINEER OF RECORD RESERVES THE RIGHT TO SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT, DESIGN LOADS TRUSS
2868 2868 +32.1. 2468 MAKE ANY NECESSARY CHANGES TO. THE LAYOUT AND OR DESIGN REACTION, (DEAD LOAD & LIVE LOAD AND DEAD LOAD & WIND LOAD), AND ALL
-35:3 2868 OF SAID DRAWINGS, AND SHALL NOTIFY THE TRUSS OTHER INFORMATION . REQUIRED FOR PROPER TRUSS INSTALLATION, ERECTION
N : .MANUFACTURER/ TRUSS ENGINEER OF SAID CHANGES WITHIN 1 , AND BRACING CRITERIA. DESIGN OF ROOF TRUSSES SHALL INCLUDE THE UPLIFT
00 Oven / . WEEK OF RECEIVING THE SUBMITTED SHOP DRAWINGS... EFFECTS OF WIND LOAD BASED ON THE 7th EDITION OF THE FLORIDA
C Micro 7. WEATHERING AREA IS NEGLIGIBLE RESIDENTIAL BUILDING CODE.
_ 12'-2". •r 8: - TERMITE AREA IS VERY HEAVY 1.1. ROOF TRUSSES SHALL NOT BE DELIVERED TO THE CONSTRUCTION SITE
,___:::____ _ r 9, PROTECTION FROM TERMITES SHALL BE PROVIDED BY REGISTERED MORE THAN 3 DAYS PRIOR TO INSTALLATION, AND SHALL BE STORED IN..
5-4 -4 0 Family EGRESS 'TERMITICIDES. ACCORDANCE WITH TPI-95.
i
0
Room 10. THE FLOOR OF THE GARAGE OR CARPORT SHALL 8E SLOPED W
„ -� +36.0 / 1.2. TRUSS ENGINEER SHALL PROVIDE A WEB MEMBER AT ANY AND ALL PITCH '
A/C 5 -8 I Bedroom o o NATURAL CONCRETE OR PAINTED WITH A NONCOMBUSTIBLE CHANGES OF THE TOP b BOTTOM CHORD EXTENDING TO PANEL POINT
t O Pdntr ro L -- I M 39.3 O AN
MATERIAL. ON OPPOSITE CHORD. MAX. LENGTH OF BOTTOM CHORD SHALL NOT
• y N Ceilln g S 3 a 11: .'HEATING IS REQUIRED FOR THIS STRUCTURE.
5 -8 Q EXCEED 9 FT. EXCEPT@ SHORT TRUSS HEELS WHERE REQUIRED
' " 12. BEDROOMS SHALL HAVE AN EGRESS OPENING OF 5 SQUARE FEET. HURRICANE STRAP WILL BEND OVER TOP CHORD. PROVIDE VERTICAL WEB
. ........, .. 9
" �a WINDOWS SHALL HAVE A 24" CLEAR HEIGHT WITH A 20" NET CLEAR OVERALL TRUSS BEARING LOCATIONS.
WIDTH OR GREATER. MAXIMUM SILL HEIGHT IS 44" FROM FINISH 1.3. ALL MEMBERS SHALL BE A MINIMUM OF 2 X 4 #2 SYP.
' ' D W32+.: 6' 3 4 FLOOR. 1.4-. ALL VALLEY SETS SHALL BE FRAMED WITH VALLEY SET TRUSSES AND
13, ` ALL EXIT DOORS SHALL HAVE A LIGHT W/ A FLAT 36 X 36 ATTACHED TO TRUSSES BELOW PER SPECIFIED STRAPPING @ 6 A.C. MAX.
j till a .:LANDING. ROOF PLYWOOD SHALL EXTEND. ON TRUSSES BENEATH ALL OVER FRAMING.
o 6'-0 ,. 14. ` SMOKE DETECTORS SHALL BE INSTALLED INSIDE AND OUTSIDE OF OMIT PLYWOOD AND VALLEY SET BOTTOM CHORD BETWEEN TWO TRUSSES
• - - EACH BEDROOM. FOR MULTIPLE STORY RESIDENCES THE SMOKE FOR ACCESS.
°J 7 7 2868 . • • • . • • . ......... • • . • • • • DETECTORS SHALL BE INTERCONNECTED. SMOKE DETECTORS I.S. IN ADDITION TO THE DESIGN LOADS LISTED, THE TRUSSES SHALL BE -
12'-0"J- o SHALL BE HARD WIRED FOR NEW CONSTRUCTION. DESIGNED FOR ADDITIONAL LOADS WHERE APPLICABLE (LE. A/C
c07o o Both 2 .I 15: :WALL AND CEILING FINISHES SHALL HAVE AFLAME -SPREAD EQUIPMENT, ETC.)
+36.0 Laundry d � n CLASSIFICATION OF NOT GREATER THAN 200'AND HAVE A S.G. DESIGN BOTTOM CHORDS FOR ATTIC TRUSSES FOR LIVE LOAD PER 7th
o -39.3 Kitchen +37.8 SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. EDITION FBC R301,5. TRUSSES SUPPORTING MECHANICAL EQUIP. SHALL BE
ONO_I : 2868 N - n -5-0 3 16. INSULATION MATERIALS SHALL HAVE A FLAME SPREAD NOT TO DESIGNED FOR (2) 100 LB POINT LOADS T APART LOCATED ANYWHERE ON
.................. „
00 - EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPMENT INDEX
. . THE TOP CHORD:
,q /H • • " NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM 1.T : TRUSSES MUST BE CONFIGURED TO PROPERLY ATTACH ALL HANGERS
WH rT-- Z,
E84. ALL EXPOSED ATTIC INSULATION MATERIALS` INSTALLED ON: .SHOWN ON PLANS OR IN SHOP DRAWINGS. TRUSS ENGINEER MUST.<
O , �❑no
N "' """ """"""""' """ ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX (IN .SPECIFY ALL TRUSS TO TRUSS CONNECTIONS.
Co ACCORDANCE WITH ASTM E 970) NOT LESS THAN 0.12 WATT PER 1.?. ALL ROOF TRUSSES AND RAFTERS SHALL BE ANCHORED WITH A:TRUSS
20 MIN. FIRE RATED -� ...................... • . • • • .. • • Co SQUARE CENTIMETER. CONNECTOR STRAP AS PER PLAN :OR SCHEDULE & A VAPOR. BARRIER MUST
17.. A VAPOR RETARDER SHALL E INSTALLED IN THE WARM WINTER " B I S BE PROVIDED BETWEEN TRUSSES AND CONCRETE.
I I DOOR W/ AUTOMAT C,- a :; 8068 " +36.0 r • - . •r, .SIDE OF THEINSULATION. SHOULD BLOWN INSULATION BE USED IN SELF CLOSING HARDWARE ' 3'-11" 2. ROOF SHEATHING SHALL BE A MIN. OF 5/8" COX SPAN RATED STRUCTURAL
-39.3 °n,c IL JI : (0 _ ? THE ATTIC, A VAPOR RETARDER MUST BE USED. PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO ROOF FRAMING00 .
1 N � 1 18 ALL WOOD -FRAMING MEMBERS RESTING ON CONCRETE OR WITH 10d RING SHANK NAILS 4" D.C. AT PANEL EDGES AND 8" O.C. IN THE FIELD.
"D MASONRY SHALL BE PRESSURE TREATING WITH FASTENERS OF `PROVIDE 2".X 4" BLOCKING AT HIPS AND VALLEYS. SPACE NAILS AT 4" O.C. AT
24�x30" ATTIC a HOT -DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS G BLOCKING
ACCESS 11' 2" STEEL. PROTECTION FROM DECAY SHALL BE REQUIRED PER FBC 3. WALL SHEATHING TO BE 1/2" CDX SPAN RATED STRUCTURAL PLYWOOD, & NAILED
+ •.; - :.Den � � .� . R-319.1. WITH lOd NAILS 4" O.C. AT PANEL EDGES AND 8" O.C. IN THE FIELD.
19, : ACCESSIBILITY DOORS SHALL HAVE A 29" MIN. CLEARANCE. 4. THE"MINIMUM LUMBER GRADES. SHALL BE AS SUCH:
of Gd r0 ge Bedroom 0. I Bedroom 20. THE SITE ADDRESS OR NUMBERS SHALL BE PLAINLY VISIBLE AND -INT. BEARING WALLS, TOP PLATES SHALL BE CONSTRUCTION GRADE SPRUCE OR
0 2 LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. BETTER. HEADERS SHALL BE 2X12 #2 SOUTHERN YELLOW PINE & 2X4 MIN. IN
o 22 0 1 '� 21.. AT LEAST ONE BATHROOM SHALL HAVE AMINIMUM OF A`29" CLEAR. MASTER BEDROOM BAY. -
41.2'-5" : OPENING. WINDOW .BUCKS AND BOTTOM PLATES AGAINST CONCRETE SHALL BE PRESSURE
00
-I tO 3050 22. ALL STRUCTURE FOOTERS SHALL BE.A MINIMUM OF 12" BELOW TREATED SOUTHERN YELLOW PINE #2 OR BETTERF_ y
04 F+36 01 GRADE. 5... ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL. BE PRESSURE
23. FOUNDATION STEEL (#5 BARS)SHALL HAVE A MINIMUM OF 3' OF TREATED OR HAVE AN APPROVED SEPARATING MATERIAL.
-39.3
EGRESS COVER, 6. 2X4 STUD BEARING WALLS SHALL BE PLACED AT 16" O.C.
EGRESS
24. A CONTINUOUS PATH FROM FOUNDATION TO ROOF SHALL BE 0
5068 7. .ALL NAILS. AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE
3050 3050 1 12'.-7'F PROVIDED PER DETAILS AND CONNECTIONS SPECIFIED. GALVANIZED. ALL NAILS SHALLBE COMMON WIRE NAILS. SPACE NAILS: AT STRAPS
+360 0 +36,0. +36:0 0 25. ALL. FRAMED BEARING WALLS SHALL HAVE A MINIMUM OF 2 - 2"X12" AS TO NOT SPLIT THE WOOD. `
-47.2 -39.3 j -47•2 7 EGRESS I #2 SOUTHERN YELLOW PINE HEADERS W/ 3/8"TO 1/2" PLYWOOD
AA I EN RYa 26. ROOF AND WALL COMPONENT AND CLADDING LOADS ARE SHOWN WINDOWS & DOORS NOTES
co , 3050 I� 5'-4"
IN THE DESIGN CRITERIA..
• - I I +36.0 27. SHUTTERS OR IMPACT GLASS IS REQUIRED FOR PROTECTION OF
3 -2 h -39.3 OPENINGS FOR THIS RESIDENCE PER SECTION R301.2.1.2 OF THE 1. WINDOWS, DOOR, SHUTTERS, AND ALL COMPONENTS SHALL BE DESIGNED AND
L -------- --------- INSTALLED PER THE MINIMUM DESIGN PRESSURES AS PRESCRIBED IN THESE
5'-0" FLORIDA RESIDENTIAL BUILDING CODE_ ...PLANS.
28. INTERIOR AND BEARING AND NON -BEARING FRAMED WALLS SHALL
7'-8" 2. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE PROTECTION PER
16070 A A USE STUD GRADE LUMBER SPACED AT 16" O.C.. SECTION R301.2.1.2 OF THE 2014 FBC RESIDENTIAL. PROTECTION SHALL BE
+31-9 5 -10 29. FRAMED BEARING WALLS SHALL BE BRACED WITH 2X4S @ A DESIGNED FOR THE SAME WIND DESIGN PRESSURES AS THE WINDOWS OR
-35.6 MAXIMUM OF 8' O.C. DOORS THEY ARE COVERING.
30. ROOF SHEATHING SHALL BE 5/8" COX AND HAVE A SPAN RATING OF 3ALL WINDOWS & DOORS ARE TO BE INSTALLED ON 2X PRESSURE TREATED
16/24 AND NAILED WITH IOD NAILS RING OR SCREW TYPE NAILS (2 BUCKS,.: AND AS PER MANUFACTURERS SPECIFICATIONS UNLESS OTHERWISE
23'_¢" 19'-0" 14'-0" 15'-8' 1/2" X .131") AT 4" O.C. ON THE SEAMS AND 6' O.C. IN THE, FIELD. NOTED,
31. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL.
" 72'-0„ CONFORM TO ASTM C36, C79, C 475, C514, C630, C9311 C960,
ROOFING NOTES
D I � r- n VI I � I O ^ ' � �NI C1002, C1047, C1177, C1178, C1278, C1395-0R C1396 AND SHALL
�
\ IN ICI AREA INFORMATION
SCALE: 1/4 ,p = 1 141 FIRST FLOOR
COMPONENT & CLADDING NOMINAL PRESSURES: ASCE 7-16
(170 MPH Vult) (132 MPH Vasd) EXP.'C'
HIP ROOF SLOPE: >20" TO 270 (4 1/2" TO 6" PITCH)
HEIGHT: <15' ADJUSTMENT FACTOR: 1.21
EFFECTIVE AREA (SQ. FT.)
ZONE
0<10
11<20
21<50
51<100
4
+37.8
41.0
+36.0
-39.3
+33.9
-37.1
+32.1
-35.3
`3 N
5
+37.8
-50.3
+36.0
-47.2
+33.9
-42.7
+32.1
-39.3
1.
+28.2
-50.6
+24.4
-44.8
+14 3
-37.1
+15A
-31.4
o
- .2e
+28.2
-69.7
+24.4
-62.4
+19 3
52.6.
+15.4
-45.2
2r
+28.2
-69.7
+24.4
-62.4
+ 9 3
52.6
+15.4
-45.2
. 3e
+28.2
-69.7
+24.4
-62.4
+19.3
-52.6
+15.4
-45.2
1
:-64.0
-64.0
-61.8
-60.2
Wz
2e
-64.0
-64.0
-61.5
-59.8
of
2n
-96.0
-89.5
-80.8 _
-74.2
2r
-96.0
: -89.5
-80.8
-74.2
3e
-115.2
-96.9
-72.7
-54.4 ,
3r
r -133.4
-110.4
-80.0
-80.0.
LIVING AREA U/A 2,513 sq.ft.
IN INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF SECTION
702.3 OF THE CURRENT FLORIDA RESIDENTIAL BUILDING CODE. 1. .ROOFING MATERIAL SHALL BE ATTACHED PER MANUFACTU S , PE IFICAT NS O�
ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL ': G1N PtW T p►N�+ '
TO MEET THE DESIGN CRITERIA PRESCRIBED IN THESE P 1✓'�'`j+,V1.[- V
CONFORM TO ASTM C557. rx
32. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE �« PLI l�"'.'
WITH ANSI A108.1, A108.4, A108.5, A108,6, A108.11, A118.1, - L cite OV
A118 3 A136 1 AND A1371 WALL TILE SHALL HAVE EITHER': "� W
REAR PORCH
GARAGE
176
482
sq.ft.
sq.ft.
CEMENT; FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN
IN
IBv~%,0
ENTRY
56
sq.ft.
COMPLIANCE WITH ASTM C1288, C135 OR C1178 AND INSTALLED
WALL LEGEND
�
1OD
ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL
TOTAL
3,227
sq.ft.
BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS
AND WALL PANELS IN SHOWER AREAS.
• „ •.• ,;33.
ACCESS OPENING SHALL BE A MINUMUN OF 16" X 24" AND SHALL
NOT BE UNDER A EXTERIOR DOOR OR LOCATED BEHIND AN
....'... ....._... ......
EXTERIOR FIXTURE.
34.
:ALL NAILS SHALL BE HOT DIPPED GALVANIZED OR BETTER.
35.
ALL SIMPSON FASTENERS SHALL BE Z-MAX WITH HOT-DIPPEDGALVANIZED
COMMON NAILS OR BETTER.36.
DMEANROOF
ALL BEARING WALLS SHALL HAVEA SIMPSON SPH4 6 PLACED TOP
O
NOA D BOTTOM OF FRAMED WALL AT i6" O.C...HEADERS OVER 4'
G
SHALL BE STRAPPED TO JACKS W/ SIMPSON MSTA24 AT ENDS WJ
N0:
8-10d NAILS PER SIDE. HEADERS UNDER 4' SHALL BE STRAPPED W/
1
SIMPSON LSTA18 W/ 7-10d NAILS PER END. EACH JACK SHALL HAVE..
=,k:
"
A.H2.5A @ THE BOTTOM PLATE. -
STA
37.
38,
CONTRACTOR TO VERIFY ALL DIMENSIONS AND ROOF PITCH.
NO SCREWS SHALL BE USED IN THE PLYWOOD SHEATHING OR
•o'•,
.✓hO
WIND
:DESIGN ZONES
WOOD MEMBERS OR ANY SIMPSON PRODUCTS UNLESS SPECIFIED
SCALE:
NTS
IN THESE PLANS OR. FROM THE MANUFACTURER.
39
ROOF RAIN WATER SHALL BE DIVERTED FROM SEPTIC FIELD
40. THERE SHALL BE A SELF CLOSING 20 MINUTE FIRE -RATED BETWEEN
REVISIONS THE GARAGE AND THE LIVING AREA..
1. PER ST. LUCIE COUNTY DSP 4-9-21
TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES AND HAS BEEN DESIGNED III ACCORDANCE WITH SECTION 1609 OF THE 7th EDITION FL BLDG. CODE
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204K
TODD N. SMITH, P.E.,
FL. PE #42082
All flood fits
/conned
0 GTv �\
\\ Master Bedroom
\--------------------------- ------------------------------ n
\
M.
CE
Both
\ G,M
I \ \ Porch
\ \ Dinning
'i
o,
\ I \ \ LG
ELECTRICAL LEGEND ---`
RECESSED INCANDESCENT 220 V. RECEPTACLE 1 \
LIGHT FIXTURE \Oven
110 V. RECEPTACLE \ \ Micro / / / / \ \ / \ \
EXHAUST FAN ------_ - / \ Bedroom 3
GFl GROUND FAULT INTERRUPTER \ CE
Fol
COMBINATION EXHAUST FAN & WF WEATHER PROOF
INCANDESCENT LIGHT FIXTURE ----------- 1 / Family Room \
WALL MOUNTED
$ LIGHT SWITCH / \
INCANDESCENT LIGHT FIXTURE $3 THREE-WAY SWITCH Pantry /
c.G.o. GARAGE DOOR OPENER o aI DISCONNECT D WL I 0 1 �� I Ceilings
® HIGH INTENSITY DOWN LIGHT ' a / I 9 - 4 I Itot
/
CEILING FAN I N FLaundryj �a CEILING MOUNTED SMOKE/ CARBONDIOXIDE DETECTOCEILING FAN WITH LIGHT � FLOOD LIGRIS \ \ / / Bath 2
3 IFLOUR. LIGHT FIXTURE (1 TUBE)E� \ ELECTRICAL METER w A�H�' / Kitchen n\I�/ ® GF
C
•
'LOAD
SUMMARY
GENERAL LOAD
WATTS
AMPS
WIRE
TOTAL WATTS
GENERAL LIGHTING
AND RECEPTACLES
2,513 TOTAL S.F.
3 PER SQ. FT.
15
12
7,539
APPLIANCE CKT. (2)
1,500 PER
APPL.
20
12
3,000
REFRIGERATOR
1,500 PER UNIT
20
12
1,500
RANGE
8,000 PER
UNIT
30
10
1 8,000
BATHROOM
1.500 PER
UNIT
50
8
1,500
DISHWASHER & DISPOSAL
1,500 PER
UNIT
20
12
1,500
DRYER
5,000 PER
UNIT
30
10
5,000
LAUNDRY
1,500 PER
UNIT
20
12
1,500
WATER HEATER
4,500 PER
UNIT
1 30
10
4,500
SPRINKLER PUMP
2,000 PER
UNIT
1 20
12
2,000'
SUB -TOTAL
38,039
1st 10,000 WATTS 0100 %
10,000
REMAINDER WATTS 0 40 %
28,039
A/C HEAT ® 100%
10,000
TOTAL WATTS
31,215
TOTAL WATTS = 240 V. _
130 AMPS
ELECTRIC NOTES:
1. ALL OUTLETS SHALL BE ARC -FAULT PROTECTED.
2. ALL ELECTRIC SHALL CONFORM TO THE CURRENT NATIONAL ELECTRIC CODE.
3. ELECTRIC METER PER LOCATION OF SERVICE POLE.
4. ATTIC ACCESS SHALL HAVE A SWITCH AND LIGHT.
5. SMOKE DETECTORS SHALL BE CARBON MONOXIDE DETECTORS (PER FLORIDA STATUES 553.885) AND BE
LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS
CODE AND SHALL BE HARD WIRED IN EACH SLEEPING ROOM AND OUTSIDE IN THE HALL OF THE
IMMEDIATE VICINITY OF THE BEDROOMS
6. EXTERIOR LIGHTS AND OUTLETS TO BE LOCATED IN FLAT OF EXTERIOR SIDING. EXTERIOR OUTLETS SHALL
BE GFI (GROUND FAULT CIRCUIT INTERRUPTER) WITH WEATHER PROOF COVERS (WP).
7. KITCHEN GFI (GROUND FAULT CIRCUIT INTERRUPTER) OUTLETS ABOVE COUNTER SHALL BE LOCATED 44"
OFF FINISH FLOOR (OFF). REFRIGERATE OUTLET SHALL BE 48" OF.
8. PROVIDE 2X4 BLOCKING OR EQUAL SUPPORT IN CEILING LIGHTS IN BEDROOMS & LIVING ROOM.
9. LOCATION OF FIXTURES AND/OR OUTLETS ARE SUGGESTED AND MAY BE ADJUSTED BY OWNER/ BUILDER
BUT SHALL REMAIN WITHIN ALL LOCAL AND STATE GUIDE LINES.
10. TELEPHONE AND CABLE TV LOCATIONS ARE NOT SHOWN.
4
POWER CO. METER
RUN 1 #4 CU TO
5/8" GROUND
RON AND COLD
2-4/0 1-2/0 MCM
THW AI_ IN 2" IMC
120/240 10 3W NEMA 31? 200
AMP. 10K AIC ENCLOSED
CIRCUIT BREAKER ONLY WHEN
EXTERIOR UNIT IS REQ'D. ELSE:
200 AMP. MAIN BREAKER
PANEL 120/240 10 3W NEMAI
20OAMP. MLO FLUSH MOUNT
PANEL
2-4/0 1-2/0 MCM THW Al
WATER PIPE SERVICE CABLE
NOTE; ALL ELECTRICAL MATERIALS AND
INSTALATIONS SHALL COMPLY WITH APPLICABLE
PROVISIONS OF THE NATIONAL ELECTRIC CODE,
LOCAL ORDINANCES, FLORIDA POWER & LIGHT.
ELECTRICAL RISER DIM
REVISIONS
1. PER ST. LUCIE COUNTY DSP 4-9-21
'RAM
ELETRICAL
SCALE;
PLAN
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CASING BEADS, 1/8 INCH SEPARATION ,
STUCCO INSTALLATION INFORMATION SPACE -BAKER ROD AND CAULK
7.11.4.1 WALLS - DELINEATE AREAS MAX. 144 SQFT .
FBC BUILDING 2510 AND 2512 CEILINGS -MAX. 100 SQFT 6" ��0 Na0" 6" 6" 1'-4" 6
C K @MASONRY �`—�` Max �
FBC RESIDENTIAL 703.6 AND 704
7.11.4.2 DISTANCE BETWEEN CONTROL JOINTS MAX. 18 FT EITHER DIRECTION OR LENGTH
B U
ASTM C926-98A (2005)
TO WIDTH RATIO 2% TO 1
OPENINGS
D
ASTM 1063-06
(18 FT LONG AND 4 FT HIGH = 18/4=4.5 RATIO LONG SIDE: SHORT SIDE -
CMU SOLD BASE -LATH AND ACCESSORY INSPECTION REQUIRED
RATIO, WHICH MEANS IT EXCEEDS THE 2 %:1 RATIO, 18 FT LENGTH IS TOO LONG FOR THE
CEILINGS, SOFFITS, ENTRIES, GABLES, PENETRATIONS, OPENINGS, DISSIMILAR MATERIALS,
4 FT HEIGHT BETWEEN CONTROL JOINTS)
WINDOWS -'
ETC
CONTROL JOINTS IN CEILINGS - FRAMING CHANGES DIRECTION
2" X 4" P.T. WINDOW BUCKS SHALL BE ATTACHED TO THE MASONRY
C926 A2.1.4 DISSIMILAR MATERIAL -V-JOINT IN LIEU OF CASING BEAD
7.11.5 FOUNDATION WEEP SCREED
WALL WITH 3/16" DIA. X 3 3/4" TAPCONS AT 12" O.C. ON THE SIDES
WINDOW OPENING
- OR METAL DOOR AND WINDOW FRAMES
STUCCO ABUTS WOOD.
BOTTOM OF ALL STEEL OR WOOD FRAMED EXTERIOR WALLS
BO O
AND ON THE TOP OF THE OPENING.
IN MASONRY WALL
THREE COAT -THROUGH SECOND AND FIRST COAT -% INCH V-JOINT
BOTTOM EDGE MIN. 1 INCH BELOW JOINT, NOSE OF SCREED MIN. 4 INCH (FBCR 6
1X BUCKS MAY BE USED ONLY W/ 3/16" DIA: TAPCONS @ 12" D.C.
TWO COAT -THROUGH FINISH COAT-1/8 INCH V-JOINT
INCH MORE STRINGENT) ABOVE GRADE OR
PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL
,
V-JOINT MUST BE UNIFORM DEPTH AND WIDTH
2 INCH ABOVE PAVED SURFACES
o
o
g
1 INCH BELOW JOINT APPLIES TO MID WALL WEEP SCREED AS WELL
BUCK ATTACHMENT OPTION (WINDOWS) 3/16" TAPCONS INTO
PLYWOOD
WEATHER RESISTIVE BARRIER AND LATH SHALL ENTIRELY COVER THE VERTICAL
PRE -MANUFACTURED HOLE PENETRATING INTO THE MASONRY WALL 1
C1063 TABLE 3 NOTE A - PLYWOOD REQUIRES 1/8 INCH GAP BETWEEN ADJOINING SHEETS
FLANGE
1/2" MIN.
FOR EXPANSION (ENDS AND SIDES)
FBCR 704 REQUIRES MIN. 6 INCH BETWEEN EXTERIOR WALL COVERING AND
T 6"j, 1'-0" � 1'-O" 6"
GRADE -STEEL, WOOD OR CMU
DOORS -
aax. n ax.
FASTENERS - ASTM C1063 NAIL SIZE AND TYPE- (NO DOUBLE NAILING iN LIEU OF
EXCEPTION #1 PAINT OR DECORATIVE CEMENT ROUS FINISH DCF (JUST FOR
2X DOOR BUCKS SHALL BE ATTACHED WITH 3/16" TAPCON ANCHORS @
COMPUANCE) -
COSMETICS) LESS THAN 5/8 INCH THICK
16" O.C. PENETRATING 1 1/2" MIN.. INTO THE MASONRY WALL
6.7.1 NAILS -METAL LATH TO WOOD 0.01205 INCH -11 GAUGE W/ 7/16 INCH HEAD,
CMU -SOUD BASE -CAN BE TERMINATED WITH A J CHANNEL OR CUT IT IS
SX BUCKS MAY BE USED ONLY W/ 3/16" DIA. TAPCONS @ 15" O.C.
BARBED, GALVANIZED ROOFING NAILS OR GALVANIZED COMMON NAILS
JUST A TERMINATION POINT
PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL
6.7.1.1 NAILS -LATH TO SOLID SUBSTRATES %INCH LONG
NOTE: OPTIONAL ACCEPTABLE METHOD FOR STUCCO BELOW GRADE
6.7.2 SCREWS -LATH 7/16 INCH PAN WAFER HEAD 0.120 INCH DIA. SHANK
1. LESS THAN 5/8 INCH STUCCO CAN EXTEND BELOW GRADE IF THE
BUCK ATTACHMENT OPTION (DOORS) THROUGH THE DOOR IAMB INTO
OTH OR NON ABSORBENT SURFACE CAST IN PLACE OR PRECAST
THE MASONRY WALL W/ 3/16" DIA. TAPCONS
7.10.2 LATH TO WOOD FRAMING
SOLID SMO - ( - -
CONCRETE) L.E. FOOTING, IS PREPARED AS INDICATED IN ASTM C926
PENETRATING l 1/2" MIN. INTO THE MASONRY WALL
MASONRY
WINDOW/DOOR
BUCK
7.10.2.1 LATH TO WOOD 7 INCH O.C. MAXIMUM (TOO TIGHT OF SPACING WILL EFFECT
-
TIN 5.2.2. THIS AREA OF THE FOOTING MUST BE PREPARED IN ORDER TO
SECTION
PROVIDE. THE PROPER. REQUIRED SUCTION. SOLD CMU SURFACES
1. DUPONT TYVEK FLUID (BRUSH FORMULATION) SHALL BE APPLIED
ATTACHMENT
'
srucc1 ENCAPSULATION)2DIA
7.10.2.2 DIAMOND -MESH EXPANDED LATH, FLAT -RIB EXPANDED LATH, WIRE LATH,
PRIOR
BELOW GRADE (SUCH AS STEM WALL) MUST BE THOROUGHLY CLEANED/PREPARED R I
TO THE MASONRY OPENING &THE BACK OF EACH BUCK PRIOR TO
SCALE.
, N.T.S.
R N NAILS VERTICAL FRAMING MEMBERS Bd
HORIZONTAL FRAMING MEMBERS 1. /� INCH ROOFING
TO STUCCO ANDINTEON.
ACCESSORY END JOINTS AND INTERSECTIONS MUST BE EMBEDDED IN SEALANT
INSTALLATION. DO NOT APPLY FLUID TO EXTERIOR AREA TO HAVE
FILL ALL CORNERS W FLASHING OR DUPONT SEALANT
STUCCO. CO /
NOTE: DOORS &WINDOWS SHALL 8E INSTALLED PER MANUFACTURERS
COMMON NAILS, 1 INCH ROOFING NAILS -PENETRATION /aINCH,'1 INCH ROOFING
-'/.INCH '/.INCH
(CAULKING) '
FOR TYVEK FLUID APPLIED SYSTEM..
SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES REQUIRED AS
Q
NAILS CROWN -ENGAGE MIN: 3STRANDS -PENETRATE MEMBER
7.10.2:3 EXPANDED 3/8 INCH RIB LATH
LATH MUST NOT BURN THE ACCESSORIES -CUT SHORT FOR EMBEDMENT/LATH
2: :WINDOW BUCKS ARE TO BE 2X4 OR 2X6, #2 S.Y. PINE, PRESSURE
TO 2.5CCA. BUCKS ARE TO BE FULLY BONDED TO
NOTED IN THESE PLANS).
HORIZONTAL AND VERTICAL FRAMING MEMBERS NAILS OR STAPLES
COVERAGE
TREATED
MASONRY WITH SIKA IA CONSTRUCTION ADHESIVE. FOR DOUBLE
;HORIZONTAL -1-3/4 INCH PENETRATION 2 INCH LONG NAILS OR STAPLES
DO NOT CAULK CONTROL JOINTS -
VERTICAL CONTROL JOINT MUST BE CONTINUOUS THROUGH HORIZONTAL CONTROL
BUCK INSTALLATION, BUCKS ARE TO BE FULLY BONDED TO EACH
VERTICAL - 3141NCH PENETRATION = 1 INCH NAILS OR STAPLES
OTHER.
7.10.2.4 COMMON NAILS -BENT OVER ENGAGE MIN. 3 STRANDS OR BENT OVER RIB
'
JOINT
BACKER ROD REQUIRED NOT JUST CAULKING
Q
3. FASTENERS ARE To BE1/4"0 TAPCONS WITH MINIMUM
7.10.2.5 SCREWS: HORIZONTAL AND VERTICAL -5/8 INCH PENETRATION -ENGAGE. MIN.
PENETRATION OF 1 3/4" INTO MASONRY. USE STAGGERED SPACING
3 STRANDS (EQUALS 1 INCH LONG SCREWS) 3/8 INCH RIB LATH - SCREW PASS
M C926
AST.6
OF TAPCONS EQUAL TO, OR LESS THAN REQUIRED FASTENERS
THROUGH RIB BUT NOT DEFORM RIB
4 WATER -MUST BE POTABLE, SUITABLE FOR DOMESTIC CONSUMPTION
SPECIFIED BY MANUFACTURER FOR FRAME TO BUCK INSTALLATION.
5.2 SOLID BASES. REMOVE FORM TIES. OR OTHER OBSTRUCTIONS- TRIMMED BACK
4. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO
7.10,3 LATH TO METAL FRAMING
5 2 .1 SOLID SURFACES SHALL HAVE SUCTION(ABILITY TO ABSORB WATER )
CONCRETE BEAMS AND COLUMNS OR GROUTED MASONRY;
7.10.3.1 18 GAUGE WIRE TIES, CUPS OR OTHER CARRYING STRENGTH, CORROSION
5.2.2 SMOOTH OR NON -ABSORBENT SURFACES (SUCH AS CAST -IN -PLACE OR PRECAST
CONTRACTOR TO COORDINATE OPENING DIMENSIONS.
RESISTANT'
FRAMING MEMBER -ENGAGE MIN. 3 STRANDS
7.10.3.3 SCREWS. 3/8 INCH THROUGH F
CONCRETE) SHALL BE PREPARED TO RECEIVE STUCCO BY ONE OF THE FOLLOWING
„'
WHERE Y4 P.T. SHIM IS USED; WINDOW FRAME SHALL BE SECURED TO
3/8 INCH RIB LATH -THROUGH RIB DO NOT DEFORM RIB
METHODS:
5.2.21 SANDBLASTING, WRE BRUSHING, ACID'
CONRCETE OR MASONRY WITH I/4"O TAPCONS OF SUFFICIENT LENGTH
7.10.5 LATH TO SOLID BASE -CONCRETE -MASONRY
5.2.2.2 DASH COAT
TO ALLOW FOR 13/4" EMBEDMENT AT SPACING SPECIFIED BY N.O.A.
POWER OR POWDER ACTUATED, COMBO POWER ACTUATED AND HARDENED
3 BONDING COMPOUND AGENT
5.2.2, /
CONCRETE STUB NAILS
DOOR BUCK INSTALLATION SAME AS WINDOW WITHOUT SILL.
COMBO -ONE POWER OR POWDER ACTUATED AT EACH CORNER AND ONE AT 5.2.3 LATH- -PER C1063 MASONRY BLOCK WALL
MID -POINT OF THE LONG DIMENSION, BALANCE CAN BE HARDENED CONCRETE STUB NAILS 7.1.4 SEPARATION SHALL BE PROVIDED WHERE STUCCO ABUTS DISSIMILAR MATERIALS
ROWS 16 INCH MAXIMUM O.C. -7 INCH MAXIMUM D.C. SPACING, CORROSION OR OPENINGS
7110 STUCCO COATS THAT BECOME DRY SHALL BE EVENLY DAMPENED
RESISTANT 3/4 INCH LONG MINIMUM 3/8 INCH HEADS 3/8 7NlCK SCRATCH COA T
STUCCO TO LATH
7.9 SPACING OF ATTACHMENT OF LATH 7.2 THREE COAT -7/8 INCH TOTAL THICKNESS -3/8 + 3/8 + 1/8 9/8 7NffCK FINISH COAT
ATTACH AT 7 INCH MAXIMUM O.C. -DIAMOND MESH, FLAT RIB (TIGHT OF SPACING 7.2.1 FIRST (SCRATCH) COAT 3/8 INCH THICK MUST EMBED LATH, SCORE SURFACE
L EFFECT STUCCO ENCAPSULATION) W/ 3/8 INCH RIB LATH AT EACH RIB LAPS PROPER TOOL FOR BOTH APPLYING STUCCO AND SCRATCHING
WILL
7.2.1.1 FIRST (SCRATCH) COAT BECOMES FIRM -SCORE SURFACE HORIZONTALLY
LAPPING LATH 7.2.1.2 FIRST COAT SUFFICIENTLY RIGID (FINGER PRINT)
7.8.1 SIDE LAPS -SECURED TO FRAMING MEMBERS -TIED BETWEEN SUPPORTS W/ 7.2.2 SECOND (BROWN) COAT 3/8 INCH THICK
0.0475 WIRE AT 9 INCH D.C. 7.2.2.1 SECOND (BROWN) COAT -BROUGHT TRUE ROD OR STRAIGHTEDGE
7.8.2 METAL LATH SIDE LAPS -�1h INCH (NOT MAX OR MIN, TOO MUCH LAP EFFECTS 7.2.3 THIRD (FINISH) COAT 1/8 INCH THICK
STUCCO ENCAPSULATION) OR NEST THE EDGE RIBS STUCCO TO SOLID BASES
METAL LATH -END LAPS 1 INCH 7.3.1 HIGH SUCTION BASES: EVENLY DAMPENED
END LAPS BETWEEN FRAMING MEMBERS LACED OR WIRE TIED 0.0475 INCH 7.3.2 THREE COAT-5/8 INCH TOTAL THICKNESS -Y + 9 + 1/8
GALVANIZED, ANNEALED STEEL WIRE 7.3.2.1 FIRST (SCRATCH) COAT', INCH: BECOMES FIRM SCORE HORIZONTALLY
WIRE LATH -LAPPED ONE MESH AT SIDES AND ENDS 7.3.2.2 SECOND (BROWN) COAT X INCtt EVEN PLANE ROD OR STRAIGHTEDGE
7.8.3 PAPERBACK LATH -VERTICAL AND HORIZONTAL LAPS BACKING TO BACKING AND 7.3.2.3 THIRD (FINISH) COAT 1/8 INCH
METAL TO METAL 7.3.3 TWO COAT - % INCH TOTAL THICKNESS -3/8 + 1/8
7.8.3.1 BACKING LAPPED MIN. 2 INCH. BACKING SHALL NOT BE PLACED BETWEEN STUCCO ON MASONRY
PLASTER BASE (LATH) AND FLANGES OF ACCESSORIES, METAL LATH TO METAL FLANGE C926 A1.6.1 MORTAR JOINTS SHALL BE FLUSH NOT STRUCK. DISSIMILAR MATERIALS SUCH
CONTACT REQUIRED AS TIES, REINFORCING STEEL AND SO FORTH CUT BACK 1/8 INCH BELOW SURFACE AND
TREATED WITH CORROSION -RESISTANT COATING DEVIL 2 COATS SCALE: N.T.S.
APPUCAnON A2.1.6 MAX. DEFLECTION VERTICAL AND HORIZONTAL FRAMING L/360
7.10.1.1 SPACING FRAMING MEMBERS -TYPICAL
A2.2.3 VERTICAL AND HORIZONTAL SURFACES MEET BOTH SURFACES SHALL
LATHWALLS 24 INCH O.C. CEILINGS INCH O.C. TERMINATE WITH CASING BEADS
FLAT RIB -WALLS 16 INCH O.C. CEILINGS 16 INCH O.C. VERTICAL SURFACE EXTEND MIN. X INCH BELOW HORIZONTAL - FORM DRIP EDGE
3/8 INCH RIB LATH -WALLS 24 INCH O.C. CEILINGS 24 INCH O.C. HORIZONTAL CASING BEAD TERMINATE MIN. 14 INCH FROM BACK OF VERTICAL
7 INCH O.C. FRAMING MEMBER, 3/8 INCH RIB LATH AT THE RIB SURFACE
7.10.1.2 LATH LONG DIMENSION PERPENDICULAR TO SUPPORTS
7.10.1.3 LATH ENDS SHALL BE STAGGERED
7.10.1.4 LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE
STOPPED AND TIED AT EACH SIDE
t, 7.10.1.5 CEILINGS -CASING BEADS REQUIRED AT COLUMNS, WALLS BEAMS OTHER
ELEMENTS, MIN 3/8 INCH CLEARANCE BETWEEN ELEMENTS
7.10.1.6 WALLS -LOAD BEARING OR PARTITIONS -CASING BEADS REQUIRED -BUTTING
r INTO STRUCTURAL WALLS,COLUMNS, FLOOR OR ROOF SLABS, SIDES OR ENDS OF WALL'
OR PARnnON, LATH SHALL TERMINATE AT INTERNAL ANGLES. 3/8 INCH
CLEARANCE REQUIRED BF16-18-2T TYP. PILASTER SHALL HAVE #5 8F16-1B-2T TYP. SF16-1B-2T iYP.
LATH INSTALLED SMOOTH GOING DOWN AND ROUGH COMING UP -STUCCO HOOK BAR INTO PRECAST
APPUED WITH FORCE AND PRESSURE GOING UP Y
LATH OVER METAL STRAPS AND OVER PEEL AND STICK LINTEL ^''
�.
.c .
77.
ACCESSORIES TYPICAL COLUMNS f c
7.11.1 METAL ACCESSORIES COMPLETELY EMBEDDED IN STUCCO
SHALL HAVE
:'
METAL ROOF ON
PEEL-N-STICK ON 5/8' COX
PLYWOOD
2" X 4" PRE-ENGINEERED WOOD. TRUSSES ON. 24" CENTERS
5:12 TYPICAL ROOF PITCH
R-20 SPRAY FOAM INSULATION IN ATTI
HURRICANE STRAP@ EACH TRUSS.'"\\
METAL DRIP STRIP \
1X6 HARDI-FASCIA
ON 2X4 SUB FASCIA
STUCCO W/ CONTINUOUS 12" /
5/8 CEILING
VENTED SOFFIT SEE DETAIL
BOARD
DOUBLE BOND BEAM
W/ #5 BAR IN EACH
��DO
PRE -CAST LINTELS ABOVE NS 6, WINOO
PRECAST SILL
STUCCO
1/2' DRYWALL ON FURRING
STRIPS ON R4.1 TRI-FOIL
EXTERIOR INSULATION
4" CONCRETE SLAB W/6X6 10/10 WWM ON
6 MIL. VAPOR BARRIER ON WELL
1
COMPACTED, TREATED FILL
w
1
#5 ROD W 40" HOOK MIN. IMBED M OF fi" INTO
FOOTER. SEE STRUCTURAL ENGINEERING LAYOUT
'..�
FOR LOCATION AND SPACING.
G
20" W X 16" D FOOTING W/2#5 REBAR CONT.
W/ MIN. 3" COVER (SEE SHEET 2)
4'
"
0 TYPICAL WALL SECTION
SCALE 1/2" = V 0"
7.11.1.1 FLANGES SECURED MAX. 7 INCH O.C.
CEILING
—
(2) #5 HOOK BARS
PILASTER SHALL HAVE #5
z1t3 CASING BEADS
ISOLATE NON- BEARING MEMBERS FROM LOAD BEARING MEMBERS
BOARD
DOUBLE 2X4 TOP
INTO PRECAST LINTEL
HOOK BAR INTO PRECAST
ALL PENETRATING ELEMENTS SEPARATE DISSIMILAR MATERIALS
PLATE NAILED TO
BOTHWAYS
LINTEL
7.11.4 CONTROL JOINTS
2-2X12 #2
TRUSSES 1-16d
25„ MIN.
25 MIN.
25„ MIN.
SINGLE PREFABRICATED PRODUCT OR TWO PIECE EXPANSION JOINT PROPERLY
CEILING
SINGLE 2X4 TOP
SYP HEADER
NAIL PER TRUSS
BAR LAP
BAR LAP
BAR LAP
INSTALLED BACK TO BACK CASING BEADS W/ FLEXIBLE BARRIER MEMBRANE BEHIND
BOARD
PLATE NAILED
TO TRUSSES
OVER DOOR
`
1-16d NAIL PER
1/2^ DRYWALL
1/2' DRYWALL
J�_
�L
REVIEWED FO:
TRUSS
MIN.
TYPICAL COLUMNS SHALL BE 8" X�
EXTERIOR MASONRY BLOCK
EXTERIOR MASONRY BLOCK
i/2' DRYWALL
WALL W/ (1) #5 BAR VERTICAL
WALL W/ (1) #:i BAR
CODE CQMPLIAI`
ON EACH SIDE
OF WALLS
2X4 STUD
16" PILASTER FILLED W/ 3000 PSI
IN EACH FILLED CELL
VERTICAL IN FILLED CELL
ST. �„4„IGIE COUR'
WALL @ 16°�
CONCRETE & (4) #5 BARS
D.C. W/BOCC
2X4 STUD WALL
16' O.C.
NONBEARING
FRAMED
SPH4 @ 4'
D.C. TOP &
BOTTOM
TYPICAL COLUMNS SHALL HAVE
(4) 5 DOWELS
(1) #5 DOWELS
(1) #5 DOWELS
WALL R11
INSULATION
SINGLE 2X4 PT SINGLE 2X4 PT
BOTTOM PLATE W/ BOTTOM PLATE
8d CASE HARDENED CONCRETE W/ 8d CASE
NAILS a IS' O.C. SLAB HARDENED 1/2' J-BOLT OR
NAILS @ 18" ANCHOR BOLTS
O.C. 18 24' O.C. W/
- — — 3' WASHERS
2X4 NON -BEARING- DNCRETE
e•..:, SLAB
SCALE: 1/4" = V-O" ° ..
Al 2X4 GARAGE
E WALL SECTION
SCALE: 1/4" = 1, 0"
ail
SIONS
,"R ST. LUCIE COUNTY DSP 4-9-21
# T_
25" 25" MIN.
(3) 5 REBARS BAR LAP BAR LAP SLAB REINFORCEMENT
C NTINUOUS PER SPECS,
FINISHED FLOOR
7L
CLEAN
COMPACTED
TERMITE
TREATED
FI LL
PORCH
DETAIL A -A
SCALE: N.T.S.
- "'T". . . . . IWVAPOR BARRIER
COMPACTED FILL PER SPECS.
PER SPECS.
PORCH DETAIL B-B
SCALE: N.T.S.
25"
BAR LAP
VERIFY FOOTING SIZE L
ON FOUNDATION PLAN
,
SLAB REINFORCEMENT
PER SPECS.
�— CONCRETE SLAB
PER SPECS.
FINISHED FLOOR
771
VAPOR BARRIER-
fte 0
aPER
4WPERSPECS.
SPECS.Fl
PACTED FILL
*
ON FOUNDATION PLAN
S
'.10,
PORCH DFTAII r---r
TO THI? BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES AND HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 1609 OF THE 7th EDITION FL. BLDG, CODE
SCALE: N.T.S.
R
r I co 1
�y E,V C\2
O
E—I O 00
W Z`-
Q d' H u
r-� EW-
H-1 LO
t
Ci2 02
co
;nz: W
Q
EE O
O
�
W
cr) CA
Z
0
W4 CO
z
-pq I
W
01
GL., C? Lo
' D
E�
`O
CO P4
U
Z
Q'
r�
CD
ENg yy
42
7E 0
OIIf7FR
TODD N. SMITH, P.E.,
FL. PE #42082
r
"
I
I.
STRAP AND TIEDOWN SCHEDULE
UPLIFT FORCES SUPPLIED BY THER MANUFACTURER OF THE PRE-ENGINEERED TRUSSES. FINAL TRUSS ENGINEERING UPLIFTS VARY FROM THIS
SHEET., CONTRACTOR SHALL VERIFY ALL BEARING FOOTER LOCATIONS WITH FINAL TRUSS ENGINEERING LAYOUT.
F FASTENERS EQ AT A SPECIFIC BEARING LOCATION. 2X) DENOTES NUMBER ORE REQUIRED Q :.
TRUSS INFORMATION FROM MANUFACTURER
TRUSS CONNECTION
TRUSS INFORMATION FROM MANUFACTURER TRUSS CONNECTION
TRUSS -
IDENTIFICATION
BEARING
JOINT
UPLIFT
REQUIRED
TRUSS TO MASONRY
BOND BEAM OR WOOD
TRUSS
IDENTIFICATION.
BEARING
JOINT
UPLIFT
REQUIRED
TRUSS TO MASONRY
BOND BEAM OR WOOD
AO1G
11
2
1533/1108
HETA16,THD26-2
G04
3
6
499/504
META16-
A02
2
12
720/631
META16-,HUS26
H01
2
6
8
152 152:201
/ /
META16-
,A03
2
11
720/631
META16-,HUS26
H02
2
4-
420420
/
META16-
- A04
1
8
620/633 :
.'META16-,HUS26
H03
4
2'.1
313/429.:
META16-
A05
1 -
9
620/630
HUS26,META16-
M20
1,9,16,11,15,17,13,10
WORST CASE 157
VTCR
'A06
1
B
620/630
HUS26,META16-
MG01
1
4
419/775
META16-/HUS26
A07
1
10
620/630
'. HUS26,META16-
MG02
4
1
710/1203
META16-/HUS26
A08
11
1:
634/616
HUS26,META16-
MV2
1
2..
24132.
VTCR
A09 :
30
1
640/611
HUS26,META16-
MV4
3
2.
80/47..
VTCR
A10
1
9
608/646
HUS26,META16-
MV5
5
3.
4
24/21/172
VTCR
All
1
9
597/636
META16-
MV6
S
3
4
20/14/174
VTCR
Al2
1 :
9
597/636
META16-
MV8
5.
4
77/228
VTCR.
`A13
1
9
597/636
.META16-
MVSO
7
5
6
>100/214/168
VTCR'
A14
1
9
597/636
META16-
V3
1
3
49/49
VTCR
AfS
1
8
599/638
META16',HUS26
V5A
5
3
4
34 /62 77 /
VTCR.
A16
2
9.
699/636
META16-,HUS26
V7
5
3
4.
86/94/110
VTCR
A17
1
8
589/628
META16-,HUS26
V9
7:
6
5
>100/106/224
VTCR.
A18
1
9
589/628.
HUS26'
VLO
1.'.
3
4
85/85/166
VTCR
A19
1
8
589/628
HUS26
V14
1
3
4
127/127/244
VTCR.
A20
1
8
589/628
HUS26
V18
1,7,12,10,13,8
WORST CASE 216
VTCR
'A21
: 1..
9 -
589/628`
HUS26
ZCJl
- 3
2
4
2/185/20
META16-/LSS0T&B
A22
14
8
605/605
HUS26.
ZCJ3
3.
2
54/164
META16-/1_S50T&B
`A23
14
8
i605/605.
.HUS26
ZC33A
1
2
3
42/65/9.
META16-/LS50T&B
A24G
18
S0
f
1522/ 608 '
THD210
ZCJS
3
2
4
110.184 1
/ /
META16-/LS50 T&B
B01G
13
2
6357/5775
(2)VGT
ZC15B :.
1
2
3 .
72/117/8 -
META16-/LS50 T&B
B02.
if
2
769/846
META16
ZE35
3
2
4..
112/185/1 -.
META16-/LS50 T&B
B03 -.
11
2
764/851
META16
ZE35A
6
2
137/174
META16-/LS50 T&B
804G
12
2
1561 1148
/
HETA16
ZEJ 6
3
2
4
134 195 2
/ /
METAl6-LS50T&B
-COl
7
2
511 614
/
METAl6- HUS26
ZE77
3
2
4
167 231 1
/ /
META16- LS50 T&B
CO2G
8
1 2
1 1189/1292
.META16-,HUS26
ZEJ22
3
2
30/161
META16-/LS50.T&B
' D01G
1 8
2..
4239,3765
(2)VGT
ZE)56.
3
2
4
1 125/191/2
META16-/LS50 T&B
EO1G
7
2
-:.876/981
METAI6,HUS26.
ZEJ65
3
2
4'
151/203/1
META16-/LS50 T&B
FO1G
11.
6
2027/2264
(2)VGT
ZH35
4
2
5
73/282/70
META16-/LS50 T,LTHJA26 BOT.
F02G
9
5
2760/1908
'(2)VGT
ZHJ7
4
2
5.
128/357/162
META16-/LS50,T,LTHJA26 BOT.
GO1G
4/
7
615 581
METAl6.
ZHJ2L
3
2
39J235
META1 - LS50 T LTHJA2 BOT.
6/ 6
G02
6,
3
471/532.
META16-
ZH356
4
2
5
180/304/113
META16-/LS50 T,LTHIA26 BOT.
G03
7
4
487/516
META16-
ZHJ65
4
2
5
-... 132/336/145:.
META16-/LS50 T,LTHJA26 BOT.
i
A MAXIMUM OF A 1-1/2" FILLER
MAY BE USED BETWEEN THE PRE-ENGINEERED
STRAP AND THE TRUSS WITH TRUSSES
COMMON NAILS IF THE DISTANCE
BETWEEN THE STRAP & TRUSS IS
GREATER THAN 1/2" OR LESS
THAN 1-1/2". THIS ELIMINATES
THE SLACK IN THE STRAP TO
TRUSS CONNECTION. ROOF SHEATHING
REPLACEMENT
TRUSS ANCHOR
II
I.�
I.I
USE A SIMPSON MTSM20 STRAP WHEN THE EMBEDDED
STRAP IS MISSED OR FURTHER THAN
1-1/2" FROM THE TRUSS. USE (4) 1/4" X 2 1/4"
(SIMPSON) TITEN ORTAPCON SCREWS (MASONRY WALL)
& (8) 10d X,1 1/2" NAILS (TRUSS) FOR UP TO 1045 LBS
OF UPLIFT. FOR HIGHER UPLIFT CONNECTIONS CONSULT
THE ENGINEER.
MISSED STRAP CONNECTION
SCALE: N.T.S.
TOP CORD
OF TRUSS
SIMPSON' CR'
FASTENER @ EACH
TRUSS INTERSECTION
IF ROOF SHEATHING IS NOT INSTALLED UNDER
VALLEY FRAMING, THE TOP CORDS OF THE
TRUSSES SHALL BE BRACED: W/ 2"x4" PURLINS
@ T O.C. FASTEN 2x4'S TO THE BOTTOM SIDE
OF THE TOP CORDS W/ 2-16d NAILS @ EACH
TRUSS. (ONLY REQUIRED UNDER VALLEY
FRAMING)
VALLEY TRUSS FASTENING DETAIL
1/2" ]-BOLTS OR: HILTI KBII 12-512
KWIKBOLTS U S ANCHOR W1254
BAWL -STUD 7424. W/2" DIA.'X 1/8"
ASPHALT SHINGLE ROOFING
NASHERS
OVER PEEL-N-STICK ON 5/8"
COX PLYWOOD
10d RINGSHANK
NAILS
@ 4" D.C.
METAL DRIP EDGE
OF GARAGE
ALUMINUM FASCIA
2"x4" LADDER @24"
2"X6" P.T. ON ROUGH
D.C. ATTACHED @
.OPENING (4) 1/2" BOLTS
ENDS WITH (2)
11
_x
REQUIRED REFER TO L
.BOTH
16d NAILS EACH END
GARAGE DOOR
MANUFACTURER FOR BOLT '
SPACING
CONT. 2"x4" SYP OR
BETTER
12' O.H.
VINYL SOFFIT
CONT. 2"x4" SYP OR
ATTACHED W/ (1)
11
BETTER W/ 16d NAILS
#5 REBAR AT TOP MIN..
(1) REQUIRED
..; .i: A_�1 1/2" COVER 2"x4" P.T. NAILER FASTENED TO BOND LEVEL RETURNS
•: : BEAM W 3/16"x2-3/4" TAPCONS OR "
CMU HILTI 2-7/8" X-ZF NAILS.0 24" O.C.
i :. ;: DESIGN PRESSURE IN
,.. +37.8 P.S.F. OF SOFFITS..... ..
.. ._ .
,� .....
.. .•: x4 #2 SYP LEVEL ..1...:. .::..i 2 I - 50.3. WITHIN 3.33 OF �- �����•���-
g � •'••' �.` RETURNS @.24" D.C.; : NAIL CORNERS I :. '.1
0
GROUT i,.. .,
.. LEDGER W/ (2) lOd . -
TOENAILS
I DESIGN PRESSURE IN „L ., : S_ .
° OF LINTEL CAVITY ' I +3T.8
P.S.F:OF.REMAINING
41 I LINTEL (VARIES) .O
$". N ( S) I. B SOFFITSNOMINAL L.' ...,.::.`. ....: .... .....: ........:,,.'. ,.,J.
-I ... ....J. .I cz
. 11 11 .. .� .-. .�.......�.... .._ :.
170 MPH EXP. C 1 , . L
LINTELS SHALL HAVE A �� 1 '
IL\g 1
C
MINIMUM 4 BEARING'
ON EACH END I I FASTENS/8" RIBBED I T
L 1 LATHE TO FRAMING W/ 1 t
F=FILLED WITH GROUT RF = RECESSED INSTALL 2"x4" BLOCKING BETWEEN MIN. 16 GAUGE 2"
LEVEL RETURNS SO THAT THERE. - STAPLE @EACH RIB
& FILLED W/GROUT ARE NO OPEN. SPANS > 10" V
(q,rf) AT ALL BEARING .......... ..... ..
QUANITY OF #5 REBAR AT UNVENTED STUCCO SOFFIT INSTALLED �. POINTS.
:BOTTOM OF LINTEL CAVITY ON RIBBED LATHE FASTEN TO FRAMING BOTTOM VIEW
Q
VANITY OF #5 CUT VIEW
STUCCO SOFFIT DETAIL
-
NOMINAL HT. REBAR AT TOP OF.
NOMINAL WIDTH LINTEL DOOR AND WINDOW ATTACHMENT SPECIFICATIONS
LINTEL INFORMATION
MASONRY (ALL MASONRY ROUGH OPENINGS SHALL COMPLY W/ FBCR 606.5.1.1)
NOTE: WINDOWS -.THE 2" X 4" P.T. WINDOW BUCKS SHALL BE ATTACHED TO THE MASONRY WALL WITH
1. ALL LINTELS SHALL BE 8F16-lB/lT UNLESS 3/16" DIA. X 3 3/4" TAPCONS AT 12" D.C. ON THE SIDES AND ON THE TOP OF THE OPENING. THE WINDOWS
OTHERWISE NOTED SHALL BE ATTACHED TO. THE BUCKS WITH #1OX 1-5/8" FLAT HEAD SHEET METAL SCREWS IN EACH PRE -
,MANUFACTURED HOLE. DOUBLE WINDOWS SHALL BE INSTALLED WITH STEEL REINFORCED JOINING MULLIONS.
BUCK ATTACHMENT OPTION (WINDOWS)1X BUCKS MAYBE USED ONLY. W/ 3/16" DIA: TAPCONS @ EACH
PRE -MANUFACTURED HOLE PENETRATING INTO THE MASONRY WALL 1 1/2" MIN.
DOORS -THE 2X DOOR BUCKS SHALL BE ATTACHED TO THE MASONRY WALL WITH 1/2" SPECIFIED ANCHORS@ 24"
O.C. OR W/3/16"TAPCON ANCHORS @.16" D.C. THE DOOR JAMBS SHALL BE ATTACHED TO THE BUCKS W/2-#10 WOOD
jUuUu <SCREWS 16" O.C. PER SIDE. ALL SLIDING GLASS DOORS SHALLPRE-MANUFACTURED HOLES FILL D
@ VE ALL E
WITH.#10 SCREWS ATTACHING THE FRAME TO THE ROUGH OPENING.
o K ATTACHMENT OPTION DOOR 1X BUCKS MAY BE USED ONLY PENETRATING ' BUCK (DOORS) W/.3/16" CIA. TAPCONS @ 16" O.C. PENETRA NG
o
FILING BOARD Y WALL 1 2" N.
C THROUGH THE DOOR L 1/ MI
FLASHING REQUIREMENTS ALL NEW EXTERIOR OPENINGS SHALL C WITH.FBCR 703.4 SEE DETAIL
0 Q LL BE IN ACCORDANCE ( )
d
SINGLE 2' x4 TOP NOTE:IF THE MANUFACTURER OF THE DOORS AND/OR WINDOWS HAVE M ' NOT I ORE RIGID SPECIFICATIONS,
PLATE NAILED TO USE THEIR ATTACHMENT PROCEDURES IN LIEU OF THE ABOVE
TRUSSES (1) 16d ALL FASTENERS SHALL BE 6 FROM THE ENDS AND CORNERS.
NAIL PER TRUSS ALL TAPCONS SHALL HAVE A MINIMUM EMBEDMENT OF 1 1/2 INTO MASONRY WALLS.
O ** IF THE MASONRY OPENING IS TOO WIDE OR HIGH TO INSTALL THE BUCKS AS DESCRIBED ABOVE,
1/2" DRYWALL .ON THE CONTRACTOR SHALL CONTACT ENGINEER FOR ALTERNATIVE BUCK & FLASHING INSTALLATION REQUIREMENTS.
EACH SIDE OF
WALLS
WALL SUPPORT
O 2"x4" STUD WALL
D
@
16" O.C. _
o
1-1/4 ALUM ROOFING @ 6" O.C.
NAILS @ SEAMS
WALL SHEATHING W/ 8d O NON -LOAD
ATTACH SHEATHING @ 4'O.C. NAILS @ 4" O.C. IN THE FIELD BEARING FRAMED
FIRST 3 TRUSSES a WOOD WALL
" DDERED'° SOFFIT DETAIL N
WEB
INSTALL 2"x4" BLOCKING
BETWEEN TOP CORDS TO
ACCEPT'X' BRACE
A34
Lz
1 SET OF 2"x4"
'X' BRACE
11
RATRUNNERS @
X
CENTER & 8" O.C.. EXTEND B O S T O HIP B R AC
BACK 4 TRUSSES PAST HIP
GIRDER I;c
A SAMPLE / LEFTOVER TUBE OR CONTAINER SHALL BE LEFT
ON SITE FOR VERIFICATION FOR. INSPECTION PURPOSES.
INTERIOR SIDE OF MASONRY WALL
DUPONT TYVEK FLUID
BETWEEN BLOCK & PT BUCK ONLY
WINDOW OR DOOR ATTACHED TO
BUCK PER MANUFACTURER'S
REQUIREMENTS
DUPONT TYVEK FLUID
SHALL NOT BE APPLIED
EXTERIOR STUCCO @.STUCCO AREAS
SIDE OF MANSONRY WALL
FLIUD AREA ON OPENING BUCK DETAIL
r SCALE: 2" = V--O°
OPTIONAL PRODUCTS THAT COMPLY WITH. AAMA 714-12 OR 714-15: DUPONT TYVEK FLUID
APPLIED WB+ (AAMA 714-15). OSI QUAD FLASH LIQUID APPLIED FLASHING MEMBRANE (AAMA
714-12). FORTIFIBER BUILDING SYSTEMS MOISTOP SEALANT & LIQUID FLASHING (AAMA '
714-15)...PROTECTO WRAP LWM200 (AAMA 714-15). PROSOCO R-GUARD FAST FLASH (AAMA
714-12). BASF MAXFLASH LIQUID FLASHING MEMBRANE (AAMA 714-15). MASTER WALL INC.
SUPERIORFLASH (AAMA 714-12). TREMCO TREMSEAL PRO (AAMA 714-15).
REVISIONS
1. PER ST. LUCIE COUNTY DSP 4=9-21
vu
N.T.S.
LA -
. ':. • :.a. .. ;.a ' ,. w:,. :...: SINGLE 2"x4" PT
1' SCALE: 2" = .�:
.BOTTOM PLATE W/
OVERHEAD GARAGE DOOR BUCK BdNAILS @ 18Eo C
GABLE ENDITRUSS
BRACING CHART
TRUSS
HEIGHT
BRACING
STUD :
2"x6" HEADER
1-BRACE
I
NOT
0 TO 4'1"
..REQUIRED
TYPICAL 2"x4" L-BRACE
NAILED TO2"x4" VERTICALS
L-BRACE
REQUIRED
47' TO 7'8"
W/ 16d NAILS 8" O.C.
VERTICAL STUD ON TRUSS
L-BRACE
L-BRACE
GABLE HEADER SPACING
WITH
78" TO 14'
-
HEADER
2"x4" DIAGONAL
1 HEADER PLACED AT CENTER OF TRUSS
HEIGHT
BRACE TOE -NAILED
L-BRACE
W/ 4-#16 TO HEADER
2 HEADERS PLACED AT 1/3 AND 2/3 OF TRUSS
WITH'2
14' TO 20'
HEADERS
HEIGHT
,CONNECTION ON MASONRY DETAIL
CONCRETE SLAB.
2X4 NON -BEARING
SCALE: 1/4" = l'-O"
PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
PRODUCT
BUILDING
PRODUCT
GLASS
OPENING ID
MANUFACTURER
MODEL #
DESIGN
DESIGN
APPROVAL
D,_
cSCRIPTION
PRESSURE
PRESSURE PSF
WINDOWS
M.I. WINDOWS &
185 SH
FL# 17499:1
IMPACT
T55.0/ 55.0
+37.8/ 50.3
DOORS LLC
SWING DOOR
PLASTPRO
SERIES N FIBERGLASS
FL# 15213.5
IMPACT
+50.0/-50.0
+36.0/-39.3
FRENCH DOOR
PLASTPRO
SERIES N FIBERGLASS
FL# 17184.5
IMPACT
+50.0/ -50.0
+36.0/ -47.2
SLIDING GLASS
MI WINDOWS&
SERIES 120/130/140
ALUMINUM SLIDING
FL# 22401.3
IMPACT
+55.0/-55.0
+32.1/-35.3
DOOR
DOORS LLC
GLASS DOOR
GARAGE
DOOR
DBA DOORS
MODEL# 824/811
FL# 17-1018.12
N/A
+36.0/ -44.0
+26.4/ -29.4
RO F
EXTREME METAL
5V CRIMP
FL# 17022.01 R-9
NA
-220
-115.2
COMPANY
METHOD D
ROOF]:NG
INTERWRAP INC.
TITANIUM PSU-30
FL #11602.1-Rll
NA
-142.5
NA
UNDERLAYMENT
BOSTON HIP
JAMES HARDIE
BUIDLING PRODUCTS
HARDIE LAP SIDING
FL# 13192.2
NA
135.0
11.5.2
r BASED ON 1NTERPILATION OF PRODUCT APPROVAL DATE FOR 14.5" SPAN
** GLAZING ON BOTH WINDOWS IN BATHROOMS SHALL BE TEMPERED GLASS PER. F.B.C. 308.4
WHERE HIP MEETS RIDGE BETWEEN TRUSSES INSTALL 2 X12RID E I
t BOARD TO ACCEPT HIP CATS (2 X 12 MAY NEED TO BE CUT TO, MAT( H
SLOPE). NAIL WITH 3-16d NAILS PER END
I HIP CATS SHALL. BE.
I 1
I CONTINUODUS TO RIDGE W/
I I
I (2) 16d NAILS PER END
HIP TRUSS (HT) I I
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TRUSS (HGT)
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SIMULATES TRUSS PLAN
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IDENTIFICATION TO
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r HIP TRUSSES
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.CHORD 2- #10 COMMON BOTTOM
CHORD 2410 COMMON
~� SUB -FASCIA BOARD
ROOF SHEATHING TO BE
CARRIED OVER 2 SPANS
MINIMUM @ ALL LOCATIONS
NAIL END OF JACK TRUSSES W/ HIP JACK TRUSS (H]T)
TOP CHORD'S- 16d COMMON
BOTTOM CHORD 3-16d COMMON 16d NAIL HAS A MAXIMUM
LATERAL RESISTANCE OF.
JACK TRUSS CONNECTION @ 108lbs.
HIP AND GIRDER TRUSSES
TYVEK® HOMEWRAP®
OVER WOOD
m MASONRY BLOCK WALL INSTALL TYVEK®FLEXWRAP-OVER
MOUNTING FLANGE. LAP
TYVEK® & TAPE JOINTS.
3/8" THICK SCRATCH COAT MINIMALLY EXPANDING
POLYURETANE FOA�1
1/8" THICK FINISH COAT APPROVE YS' CAULKING%& FQF_Q
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FASTEN TYVEK®FLEXWRAP-
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FASTENER
TYVEKA
STUCCO ON MASONRY DETAIL (2 COATS) AROUNDTALL PERIMETER®OFEOPENING
..SCALE: N.T.S.
Ffie
WINDOW SILL DETAIL
TO TI LE BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES AND HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 1609 OF THE 7th EDITION FL. BLDG. CODE
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TODD N. SMITH, P.E.,
FL.. PE #'42032
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TODD N. SMITH, P.E.
FL. PE #42082
WARNING* ALL BEARING POINTS
THIS IS A PLACEMENT PLAN FOR ENGINEERED
BRACING:
SEE FINAL ENGINEERING SHEETS FOR THE
BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
1) FOR THE ERECTION BRACING FOLLOW
STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
MUST BE INSTALLED PRIOR TO
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
INSTRUCTIONS ON THE BCSI-131 SUMMARY SHEETS
PLIES AND THE CONNECTION INFORMATION.
ALL HANGERS ARE SIMPSON STRONG -TIE OR USP
INSTALLING ANY TRUSSES! FAILURE TO
EAST COAST TRUSS.
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
OUR DESIGN DEPARTMENT MUST APPROVE
UNLESS OTHERWISE NOTED. INSTALL HANGERS
O SO MAY RESULT IN DAMAGED TRUSSES AND WILL
FOR ERECTION AND INSTALLATION OF TRUSSES
RESPONSIBILITY OF OTHERS.
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
ACCORDING TO THE CURRENT SIMPSON STRONG -TIE
FOLLOW INSTRUCTIONS ON THE BCSI-131 SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
ADVANCE.
OR USP CATALOG
VOID ALL WARRANTIES.
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
rNGINEERING TRUSS DRAWINGS.
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19, 0"
14'
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15' 8"
72'
0"
9'-4" Top of Brg
Indicates Let End Pf Truss
On Layout & Engineering Sheets
***All Flat Ceilings***
R ED
TEFP.E.
L PE #42082
ENGINEERED TIMBER
TRUSS SYSTEMS PRODUCTS
ECT
EAST COAST TRUSS
5285 Sr. LUCIE BLVD. FT. PIERCE, EL 34946
OFFICE: (772) 466-2480 FAX: (772)466-5336
TOMER:Dave Golden Homes
NAME: Comeau Re
RESS:Slash Pine Trail
7COUNTY:Fort Pierce
# J41250
MODEL:Model
SQ FT 3377 ft2
DATE 02/12/21 LATEST=02/24/21
61G15S-31.003 (3) (c), EAST COAST TRUSS is the
"Truss Design Engineer"
Trussee are designed in acwrdance with the
Florida Building Code
NOTE:
By approving this placement plan(s), signatured
anywhere on this sheet, the customer or his
representitive acknowledges that this placement plan
complies with the structural intent of the project.
The customer also acknowledges that this approval
authorizes EAST COAST TRUSS to manufacture these
trusses and deliver them to the project indicated on this
drawing.
The customer also acknowledges that he/she accepts
financial responsibility for any repair, engineering, and
labor required due to errors other than those of EAST
COAST TRUSS.
Signed: Date:
CODE = FBC 2020/TP12014 ASCE 7-16
DESIGN CRITERIA =MWFRS
OCCUPANCY CATEGORY= 11
EXPOSURE = C
MWF SPEED =170
BUILDING TYPE =ENCLOSED
MEAN HEIGHT: 15.00 ft
FLOOR: DUR FACTOR=1.0
PS F=TCLL-TCDL-BCLL-BCDL
40.0,10.0,0.0,5.0
ROOF: DUR FACTOR= 1.33
PS F=TCLL-TCDL-BCLL-BCDL
30.0115.010.0110.0
LOADS PER FBC & FRI
"NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 20 psf
DEFINITIONS
MWF = MAIN WIND FORCE
C&C = COMPONENTS AND CLADDING
TOB = TOP OF BEARING
TC = TOP CHORD
BC = BOTTOM CHORD
LL = LIVE LOAD
DL = DEAD LOAD
psf = POUNDS PER SQUARE FOOT
# =POUNDS
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING.
ALL GIRDER/COLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
RECOMMENDED ON FLOOR TRUSSES
SPANNING 20'-O" OR MORE
UST BE SET WITH A SPREADER BAR. THE
PREADER BAR SHOULD BE AT LEAST 1/2
0
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IN LENGTH AS THE SPAN OF THE TRUSS Q
NG SET. \
:ER TO BCI-B1 FOR COMPLETE O
=CTION AND SAFETY PROCEDURES. 0
ALL BEAMS BY BUILDER n
NOTE: TRUSSES DO NOT am
SUPPORT ANY PLANT SHELVES -.,vo
1)2/24/2 1: Revised to Dutch hip over Garage & !r—
Bdrm 1; Revised Roof pitch to 5/12
4-
2-
Q
3-
4-
5-
6-
TRUSS PLACEMENT PLAN
if plotted 24x36) . Designed By: CO