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GENERAL NOTES:
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.
2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH
EDITION), LATEST EDITIONS OF ACI 318, NCMA, NATIONAL FOREST PRODUCT ASSOC., NDS, TPI, AND ANY O FMER
NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THIS BODY OF WORK.
3. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR BUILDERS APPROVAL. THESE DRAWINGS SHALL BE SEALED
BY A FLORIDA REGISTERED ENGINEER AND REVIEWED BY THE ENGINEER OF RECORD. THE ENGINEER OF RECORD
RESERVES THE RIGHT TO MAKE ANY NECESSARY CHANGES TO THE LAYOUT AND OR DESIGN OF SAID DRAWINGS, AND
SHALL NOTIFY THE TRUSS MANUFACTURER/TRUSS ENGINEER OF SAID CHANGES WITHIN 1 WEEK OF RECEIVING THE
SUBMITTED SHOP DRAWINGS.
4, ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL ORDINANCES.
DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE
1. RISK CATEGORY: 11
2. CODE REFERENCE: 2017 FLORIDA BUILDING CODE-R (6TH EDITION) & ASCE 7-10
3. BUILDING DESIGN: ENCLOSED
4. MEAN ROOF HEIGHT: 19.2'
5. ROOF PITCH: 5/12 DEGREES
6. GCpi: t 0.18
7. WIDTH OF END ZONE: A = 4.0'
8. WIND SPEED: 160 MPH (Vult) 3-SECOND GUST
124 MPH (Vasd) 3-SECOND GUST *USED FOR ANALYSIS*
9. WIND EXPOSURE: C'
10. ADJUSTMENT FACTOR: 1.29
11. SUPERIMPOSED LOADS:
FLOOR (DEAD) 20 PSF
FLOOR (LIVE) 40 PSF
ROOF (TOP CHORD DEAD) 15 PSF
ROOF (TOP CHORD LIVE) 20 PSF
ROOF (BOT. CHORD DEAD) 5 PSF
WALL 55 PSF
12, SHEAR WALLS WERE CONSIDERED
13. A CONTINUOUS LOAD PATH WAS PROVIDED
14. COMPONENT & CLADDING DETAILED
15. MINIMUM SOIL BEARING PRESSURE IS 2,000 PSF PRESUMPTIVE
CONCRETE NOTES:
1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 301 "SPECIFICATION FOR STRUCTURAL
CONCRETE FOR BUILDINGS" AND ACI 318 BUILDING CODE REQUIR
EMENTS FOR
STRUCTURAL CO
NCRETE.
2. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI301 AND SHALL ATTAIN A MINIMUM
COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSI. UNLESS NOTED OTHERWISE.
3. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4 INCHES PLUS OR MINUS ONE INCH.
4. 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.
5. ALL REINFORCING SHALL CONFORM TO ASTMA615 FOR GRADE 60 STEEL/WELDED WIRE MESH TO CONFORM TO ASTM
A-185
5.1. PROVIDE CHAIRS AND BOLSTERS
5.1.1. BOLSTERS TO HAVE PLASTIC COATED LEGS AND FEET (IF EXPOSED TO EXTERIOR ELEMENTS)
5.2. ENSURE MESH IS EMBEDDED 1" FROM THE TOP OF THE SLAB, LAP JOINTS AT 8" & TIE.
6. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A-185 AND SHALL BE ADEQUATELY SUPPORTED @ 3'-0" O.C.
EACH WAY
7. THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS:
7.1. CAST AGAINST EARTH`. 3"
7.2. EXPOSED TO EXTERIOR ELEMENTS: 1"
7.3. FORMED SURFACES: 1"
8. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND
SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED
BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. lz
9. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBED DEDITEMS,
SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC PRIOR TO PLACING CONCRETE.
10. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 0 INCH LAP. PROVIDE
CORNER BARS.
11. CONTRACTOR SHALL PROVIDE SAWCUTS IN SLAB @ A MAX. SPACING OF 20 FEET ON CENTER EACH WAY UR 4t)0 S.F. AND
AT ALL RE-ENTRANT CORNERS. SAW CUT SHALL BE 1/4 OF THE SLAB DEPTH AND SHALL BE PERFORMED AS SOON AS THE
CONCRETE HAS HARDENED SUFFICIENTLY ENOUGH TO CONTROL THE STRESSES, AN INHERENT PROPERTY OF CONCRETE
WHICH SOMETIMES RESULTS IN CRACKS (WHICH IS NOT UNCOMMON)
12. CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE AGGREGATE."PEAROCK" ;SNOT
PERMITTED FOR SLABS.
13. CONCRETE PORCH OUTRIGGERS, EXTERIOR FORMED AND POURED COLUMNS, AND REINFORCED EXTERIOR :LABS SHALL
CONTAIN W.R.GRACE DCI-S CORROSION INHIBITOR AT THE RATE OF 2-1/2 GALLONS PER YARD. CONCRETE SHALL HAVE A
MAX. W/C RATIO OF 0.04 AND A MIN. DESIGN STRENGTH OF 5000 PSI @ 28 DAYS,
13.1. ELEVATED SLABS SHALL BE TEMPORARILY SHORED UNTIL FULLY CURED.
14. ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC) SHALL BE TESTED TO ENSURE STRENGTH REQV., EMENTS ARE
MET
15. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10" ACI HOOKS,
16. SOILS SHALL BE TREATED.
FOUNDATION NOTES:
1. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM-1567 (MODIFIED P�IROGTOR).
2. FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL BEARING PRESSURE OF 2000 PSF.
3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS,
WINDOW AND DOOR NOTES:
1. WINDOWS, DOORS, SHUTTERS, AND ALL COMPONENTS SHALL BE DESIGNED AND INSTALLED PER THE MINIMUM DESIGN
PRESSURES AS PRESCRIBED IN THESE PLANS.
2. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE PROTECTION PER SECTION R301.2.1.1 OF THE 2014 FBC
RESIDENTIAL CODE. PROTECTION SHALL BE DESIGNED FOR THE SAME WIND DESIGN PRESSURES AS THE WINDOWS OR
DOORS THEY ARE COVERING.
3. ALL WINDOWS AND DOORS ARE TO BE INSTALLED ON 1X OR 2X PRESSURE TREATED BUCKS, AND AS PER
MANUFACTURERS SPECIFICATIONS UNLESS OTHERWISE NOTED.
CONCRETE MASONRY NOTES:
1. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY.
1.1. MIN. PRISM STRENGTH OF 1900 PSI W/ 3/8" MORTAR JOINTS.
2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR
3. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE "DUR-O-WALL" TRUSS TYPE REINFORCING IN EVERY OTHER COURSE
(16" O.C.)
4. ALL LAP SPLICES MUST BE 48 BAR DIAMETERS.
5. WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUUTED BY MASONRY WALLS, PROVIDE DOVETAIL ANCHORS FOR THE
FULL HEIGHT OF THE COLUMNS.
6. ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM WITH ACI 530.1-05/ASCE 7-10/TMS 602-05, SPECIFICATION FOR
CONCRETE MASONRY STRUCTURES AND ACI530-05/ASCE 7-10/TMS 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY
STRUCTURES. ALL CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C-90 WITH TYPE M OR S MORTAR COMPLYING
TO ASTM C-270. MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI ON THE NET AREA.
7. ALL 8" EXTERIOR CMU WALL SHALL BE REINFORCED WITH #5 VERTICAL REINFORCING BARS WHERE SHOWN ON
ARCHITECTURAL PLANS AT CENTER OF GROUTED CELL. PROVIDE 9 GA. TRUSS TYPE HORIZONTAL JOINT REINFORCING AT
�
16" O.C. IN ALL NEW WALLS. PROVIDE ADDITIONAL REINFORCING ON EACH SIDE OF OPENING GRATER THAN _4„ WIDE & AT
CORNERS & INTER- SECTIONS OF WALLS. CARE SHALL BE TAKEN DURING THE CMU WALL ERECTION TO ENSURE THAT
CELLS TO BE GROUTED LINE UP PROPERLY, PROVIDING A MINIMUM CLEAR AREA OF 10 SQUARE INCHES & MIN. CLEAR DIM.
OF 3" PROVIDE SAW -CUT CLEAN -OUT HOLE IN BOTTOM COURSE & REMOVE MORTAR DROPPINGS FROM CELLS ,ii F END OF
EACH DAY. PROVIDE FOOTING DOWELS TO MATCH WALL REINFORCING SIZE & SPACING. LAP SPLICE REINFORCING 48 BAR
DIA. (OR AS SHOWN ON PLANS) & TERMINATE REINFORCING WITH STANDARD ACI HOOKS TO PROVIDE CONTINUOUS
REINFORCING FROM FOOTING TO UPPERMOST TIEBEAMS. TIE VERTICAL REINFORCING TO INSURE PLACEMENT IS IN
CENTER OF WALL.
7.1, WHERE 2 VERTICAL BARS ARE SHOWN IN 1 CELL, INSTALL 1 BAR ON THE INTERIOR FACE OF THE WALL & 1 BAR ON THE
EXTERIOR FACE OF THE WALL, 2" FROM THE EXPOSED FACE OF THE BLOCK.
8. PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDING @ THE TOP OF ALL WALLS AND AT 101 ,T
BEARING.
8.1. BOND BEAM TO HAVE AMINIMUM OF (2) #5 BARS OR (1) #7 BAR TOP AND BOTTOM (UNLESS OTHERWISE NO, ED).
8.2. H-BLOCK TIE BEAM STEEL TO STOP 8" FROM CORNERS WITH (1) #5 CORNER BAR (OR 1 #7)TOP & BOTTOM 32"MIN. LAP.
9, VERTICAL REINFORCEMENT STEEL TO HAVE A 1/2" MIN. CLEARANCE FROM MASONRY.
10. GROUTED CELLS SHALL NOT EXCEED A 12' CONTINUOUS POUR.
11, PROVIDE"CAST-CRETE" (OR APPROVED EQUAL) PRECAST CONCRETE LINTELS AT ALL MASONRY OPENINGS, UNLESS
NOTED OTHERWISE.
1 Z ANY EPDXY SHOWN SHALL BE EITHER "HILTI HIT RE 500" WITH "HAS-E" THREADED RODS FOR MASONRY OR "SIMPSON XP22"
WITH THREADED ROD,
12.1. ALL THREADED ROD HOLES TO BE 1/8" DIA. LARGER THAN REINFORCING STEEL OR THREADED ROD FOR EASE OF
INSTALLATION,
TIMBER NOTES:
1. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER FOR ALL LOADS
PRESCRIBED. ROOF TRUSS ENGINEERING SHOP DRAWINGS SHALL INCLUDE -TRUSS LAYOUT, DESIGN LOADS, TRUSS
REACTION, (DEAD LOAD & LIVE LOAD AND DEAD LOAD & WIND LOAD), AND ALL OTHER INFORMATION REQUIRED FOR
PROPER TRUSS INSTALLATION, ERECTION AND BRACING CRITERIA. DESIGN OF ROOF TRUSSES SHALL INCLUDE THE UPLIFT
EFFECTS OF 160 MPH DESIGN WIND LOAD BASED ON THE 2017 FLORIDA BUILDING CODE, 6TH EDITION.
1.1. ROOF TRUSSES SHALL NOT BE DELIVERED TO THE CONSTRUCTION SITE MORE THAN 3 DAYS PRIOR TO INSTALLATION,
AND SHALL BE STORED IN ACCORDANCE WITH TPI-95.
1.2. TRUSS ENGINEER SHALL PROVIDE A WEB MEMBER AT ANY AND ALL PITCH CHANGES OF THE TOP AND BOTTOM CHORD,
EXTENDING TO PANEL POINT ON OPPOSITE CHORD, MAX. LENGTH OF BOTTOM PANEL SHALL NOT EXCEED 9 FT.
EXCEPT @ SHORT TRUSS HEELS WHERE REQUIRED HURRICANE STRAP WILL BEND OVER TOP CHORD. PROVIDE
VERTICAL WEB OVER ALL TRUSS BEARING LOCATIONS.
1.3. ALL MEMBERS SHALL BE A MINIMUM OF 2 X 4 #2 SYP.
1.4. ALL VALLEY SETS SHALL BE FRAMED WITH VALLEY SET TRUSSES AND ATTACHED TO TRUSSES BELOW PER SPECIFIED
STRAPPING @ 6' O.C. MAX. ROOF PLYWOOD SHALL EXTEND ON TRUSSES BENEATH ALL OVER FRAMING. OMIT
PLYWOOD AND VALLEY SET BOTTOM CHORD BETWEEN TWO TRUSSES FOR ACCESS.
1.5. IN ADDITION TO THE DESIGN LOADS LISTED, THE TRUSSES SHALL BE DESIGNED FOR ADDITIONAL LOADS WHERE
APPLICABLE (I.E. A/C EQUIPMENT, ETC.)
1.6. DESIGN BOTTOM CHORDS FOR ATTIC TRUSSES FOR LIVE LOAD PER 2017 FBC R301.5. TRUSSES SUPPORTING
MECHANICAL EQUIP. SHALL BE DESIGNED FOR (2) 100 LB POINT LOADS 3' APART LOCATED ANYWHERE! ON THE TOP -
CHORD.
1.7. TRUSSES MUST BE CONFIGURED TO PROPERLY ATTACH ALL HANGERS SHOWN ON PLANS OR IN SHOP DRAWINGS:
TRUSS ENGINEER MUST SPECIFY ALL TRUSS TO TRUSS CONNECTIONS.
1.8. ALL ROOF TRUSSES AND RAFTERS SHALL BE ANCHORED WITH A TRUSS CONNECTOR STRAP AS PER PLAN OR
SCHEDULE & A VAPOR BARRIER MUST BE PROVIDED BETWEEN TRUSSES AND CONCRETE.
2. ROOF SHEATHINGSHALL BE A MIN. OF 518" CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE RAIN
PERPENDICULAR TO ROOF FRAMING WITH 8d RING SHANK NAILS 6" O.C. AT PANEL EDGES AND 6" O.C. IN THE ELD.
PROVIDE 2" X 4" BLOCKING AT HIPS AND VALLEYS. SPACE NAILS AT 4" O.C. AT BLOCKING.
3. EXTERIOR FRAME WALLS SHEATHING TO BE SHEATHED WITH 5/8" APA SHEATHING, SPECIES GROUP 1, SPAN TING OF
24/0 OR BETTER. UNLESS OTHERWISE NOTED, INSTALL WITH FACE GRAIN HORIZONTAL. PLYWOOD SHALL BE PLY
MINIMUM. NAIL TO STUDS USING 10d NAILS @ 4" O.C. AT PANEL EDGES AND 10" O.C. IN THE FIELD. DECREASE 'PACING PER
PLAN. AT SHEAR WALLS, NAIL TO EACH STUD AT THE END OF THE WALLS FOLLOWING THE EDGE SPACING. BACK OUT AND
REMOVE ALL NAILS THAT DO NOT FULLY PENETRATE/MISS FRAMING MEMBERS..
4. FLOOR SHEATHING TO BE 3/4" T & GICDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN
PERPENDICULAR TO FLOOR FRAMING GLUED & NAILED WITH 10d NAILS 6" O.C. AT PANEL EDGES AND 12" O.C. 1; THE FIELD.
5. THE MINIMUM LUMBER GRADES SHALL BE AS SUCH: INT. & EXT. BEARING WALLS, TOP PLATES, WINDOW BUCK , &
HEADERS: SOUTHERN YELLOW PINE #2 OR BETTER
BOTTOM PLATES AGAINST CONCRETE: PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER
6. ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVE AN APPROVED
SEPARATING MATERIAL.
L 7. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. ALL NAILS SHALL BE COMMON
WIRE NAILS. SPACE NAILS AT STRAPS AS TO NOT SPLIT THE WOOD.
WIND LOAD DESIGN CRITERIA:
I. . DESIGN WIND LOAD ON INDIVIDUAL ROOF TRUSSES BASE UPON TRIBUTARY AREA
SHALL BE AS FOLLOWS.
2. SEE ROOF PLAN FOR ZONE LOCATIONS.
3. OVERHANGS SHALL INCLUDE PORCHES, BALCONY ROOFS, ETC.
4. MAXIMUM DEADLOAD RESISTING UPLIFT SHOWN BELOW SHALL BE 8 PSF.
FOR 5:12 AND LESS ROOF PITCH
ZONE
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EXTERIOR COMPONENTS ATTACHED TO THE WALL (SIDING, ETC):
1. EXTERIOR WALL COMPONENTS SHALL BE ATTACHED PER MANUFACTURERS REQUIREMENTS TO
MEET THE WIND PRESSURES SHOWN.
2. END ZONE IS AT EXTERIOR CORNER, UNDER ROOF ZONE 3. INTERIOR ZONE IS REMAINDER.
WALL ZONENEGArIVE
END
35 PSF
29 PSF
INTERIOR
29 PSF
26 PSF
ROOFING NOTES:
1. ROOFING MATERIALS SHALL BE ATTACHED PER MANUFACTURES SPECIFICATIONS TO MEET THE
DESIGN CRITERIA IN THESE PLANS.
2. ASPHALT SHINGLES SHALL CONFORM TO ASTM D-3161 CLASS "F", ASTM D-7158 CLASS "H" OR TAS
107. _
OVER ENCLOSED AREAS
ROOF ZONE
ROOF SLOPE 5:12 OR LESS
ROOF SLOPE 7:12 OR MORE
2
77 PSF
N.A.
3
77 PSF
N.A.
SOFFITS:
ZONE DESIGN PRESSURE
2 +33 / -36 PSF
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PRODUCT APPROVAL INFORMATION
PRODUCT
MANUFACTURER.
FLORIDA PRODUCT
DESIGN
MAX.
DESIGN
GLASS TYPE
METHOD OF ATTACHMENT
APPROVAL NO.
PRESSURE
PRESSURE
1/4" X 1-1/2" EMBED. TAPCONS @ 12" FROM EA.
SINGLE HUNG
PGT INDUSTRIES INC. - SH 5500
FL 239
+35/-47 PSF
'"5/-70
PSF
7/8"TTHK INSUL.
HK
CORNER & 30" MAX. O.C. @ THE HEAD / 17-7/8" O.C.
MAX. @ THE JAMBS / 10" O.C.@ THE MEETING STILE
1"X 2" ()MIN.) - (2) 1/4" X 2" EMNED. MIN. TAPCONS @
MULL BAR
PGT INDUSTRIES INC. - VINYL
FL 261
+34/-45 PSF
741-74 PSF
N.A.
EA. CLIP.
7/8" THK INSUL.
1/4" X 1-1/2" EMNED. TAPCONS @ 6" FROM EA.
FIXED.- TEMPERED
PGT INDUSTRIES INC. - PW-5520
FL 243
+35/-38 PSF
"701-70 PSF
LAM..
CORNER & 15.5" O.C. MAX.
CORNER & (3) @ 4" O.C. EA, SIDE OF THE ASTRAGAL
FRENCH DOORS
PGT INDUSTRIES INC. - FD-5555
FL 253
+32/-40 PSF
t70/-70 PSF
1-3/16" INSUL.
LAM
6" MAX. FROM THE CENTER / 9-1/2" MAX. @ THE
I
JAMBS TOP & BOTTOM / 12" O.C. MAX. @ THE JAMBS
7/8" THK INSUL.
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FIBERGLASS DOORS
PLASTPRO
FL17184.7
+34/-37 PSF
+/•50 PSF
LAM.
AND SILL / 14.5" D.C. @ THE JAMBS
GARAGE DOOR
CLOPAY
NOA 17-0920.03
+29/-35 PSF -
38/-42 PSF
N.A.
5/8" X 1-5/8" EMBED. LAG BOLTS @ 14" O.C. MAX.
#10-13 X V @ 16" (FOR -59,75 PDF AND LESS) & 6.75"
METAL ROOF
JA TAYLOR ROOFING
NOA 18-1023.17
+201-66 PSF
�01.00 PSF
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SELF -ADHERED THOROUGHLY LY ROLLED TO ENSURE
UNDERLAYMENT
OWENS CORNING
FL9777.5-R7
+20/-66 PSF
-
01,00 PSF
N.A.
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ENTRY DOOR - IMPACT
EXCLUSIVE WOOD DOORS
FL26893
+331-36 PSF.
+712`.5/-72.5 PSF
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PROJ.: NO.
18-1240
DATE
03/19/2018
SHEET NO.
SHEET
OF
6
mlEE
COPY
,
I i
FOUNDATION TYPE TO BE
(1) #5 VERT. BARS NOTE: CMU WALL IS NOT AT - DETERMINED IN THE FIELD
°, - LARGE SPANS & VERT: (1j #5 HORIZ.
FIBERMESH OR STEEL FROM FOUNDATION BAR CONT. 12" X 12" CMU BLOCK
WELDED WIRE TERMINATES @SLAB COLUMN W/ (2) #5 BARS
MESH. SEE FOUND. '
NOTES (1)#5 HORIZ. BAR CONT. X-a X 9 1
S-2 S-3
FOOTING REBAR FIBERMESH OR WELDED I --I 4 I_I
(3) #5 CONT. WIRE MESH. SEE FOUND. ® BB16
NOTES8616—
X �a N as e"
� a a FOUNDATION TYPE TO BE
a a s _ d Lu w U X X X ! DETERMINED IN THE FIELD
+a 11-1 I a ° a �o TYP. THICKENED EDGE m
�. S-2 SCALE: 1" = 1'-0" 1 OR 6 I 36" W X 36" L X 18" D THICK CONC. ISO
� _ I - FOOTING W/ (3) #5 BARS EA. WAY IN
d q �:: • S-2
O I I •a • B" X 16" CMU STEM WALL BOTTOM, SET BELOW GRADE
N
(# OF COURSES TBD) ■ ■ BB24 ■ ■ ■ BB24 ■ ■ ■ BB24 ■ ■�
r - 9
—I 1 I I I 1-1 1 I—_1 11=1 I — 4" THICK CONCRETE FLOOR SLAB, INIS P.S.I. S-2
■ I MIN. WITH TROWEL SMOOTH FINISH
'Sc 2'-0" #5 ROD W/ 10" HOOK EMBED MESH OR FIBER MESH W/ 6 MIL VAPOR
REINFORCED WITH 6" X 6" - W 1.4IW1.4 W.W.
F- / MIN. OF 7" INTO FOOTER. SEE
1 STORY EXTERIOR MONO. FTG. STRUCTURAL ENGINEERING m I BARRIER ON COMPACTED TREATED SOIL 1
LAYOUT FOR LOCATION AND TYPICAL RUNNING BOND
SCALE: 1" = V-0" SPACING (WHERE SPLICE ■ i BEAM IS (2) COURSE OF H I 00
S-L OCCURS 30" LAP. MIN) ° ° OR U-BLOCK W/ (2) #5 BARS v
d • , OR (1) #7 BAR CONT. EA. 3 OR 8
N COURSE
- a FOOTING REBAR m I FOUNDATION TYPE TO BE I m
FIBERMESH OR WELDED 4 (3) #5 CONT. a. I I DETERMINED IN THE FIELD
(3) #5 BARS CONT. TOP @ q :°.
GARAGE RECESS WIRE MESH. SEE - a
FOUND. NOTES a • • ® I • • • STD. OR RECESSED PRE -CAST ■
d. d J
SLOPE 3/4" 41 b . a LINTELS ABOVE WINDOWS, _ - _ . — . _ - _ • _ • _ - — . _, --
1-4- —
FOOTING REBAR °, DOORS &LARGER SPANNING I
(3)#5 CONT. I I I OPENINGS /(1) #5 BAR IN ■ ■ BB24 ■ ■ ■ ■ B824 —.-- ■ ■
T-0 LINTEL TEL POURED
_ I �,..• CONTIGUOUS WITH BOND BEAM
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aSCALE: 1' = V-0"
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4 CORNERS (TYP.)
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•i ■
I a
2" X 4" STUDS @ 16" O.C. W/
SIMPSON SP4 STRAPS TOP &
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2" X 4" PT 92 SYP
J-BOLTS @24" O.C. & EA.
2 GARAGE DOOR RECESS MONO. FTG. BOTTOM PLATE I S-2
SCALE: 1" = 1'-0" CORNER @ FRAMED 1 #5 VERT. BARS FOUNDATION TYPE TO BE
S-2 WALLS (ONLY @ BEARING O FOUNDATION TY E TO BE DETERMINED IN THE FIELD
WALLS)(WHERE REQ.) FIBERMESH OR WELDED I DETERMINED IN E FIELD
(1) #5 VERT. BARS WIRE MESH.......
NOTES
FIBERMESH OR ■ I
WELDED WIRE NOTE: SEE FLOOR PLANS FOR ALL
MESH, SEE FOUND. • d X X DIMENSIONS.
(1) #5 BARS NOTES _
CONT.. - -
NOTE: ■ PROVIDE VERTICAL #5 BAR
FOOTING REBAR I AT ALL CORNERS, EA. SIDE OF WINDOWS
(3) #5 CONT. ® I & DOORS & @ 4' O.C. MAX.
Q
SLOPE X X— v
a ,.•- m 4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I.
o +/Q a MIN. WITH TROWEL SMOOTH FINISH
Q m
X 6 MIL VAPOR
X ° (1 } #5 BARS REINFORCED WITH 6" X 6" - W1.4hV1.4 W.W.
CONT. 8" X 16" CMU BLOCK BARRIER ON COMPACTED MESH OR FIBER MESH /T EA ED SOIL
—I # OF COURSES TBD) 4
c � ( CARRY STEM WALL
—Iull a ° a . • —I -3. FOOTING MIN. 8" UNDER
III X-• X � I MONO (SEE DETAIL 4/;-3)
a
N
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CARRY STEM WALL S-3
FOOTING MIN. 8" UNDER.
MONO (SEE DETAIL 4/S-3)
_ a #5 ROD W/ 10" HOOK EMBED MIN.
OF 7" INTO FOOTER. SEE
III— I STRUCTURAL ENGINEERING
6„ z, 0„ LAYOUT FOR LOCATION AND I' !f I ICI I ■
SPACING (WHERE SPLICE OCCURS
30" LAP. MIN)
a TYP. INTERMEDIATE MONO. FTG. W/STEP
S Z SCALE: 1" = 1'-0" a a FOOTING REBAR
(1) #5 HORIZ. CONT. - - (3) #5 CONT. 512 6
.I BARS IN CURB 4 4" THICK CONCRETE FLOOR SLM ■ S-2
■
a
rx
At FIBERMESH OR 4 • - a' a 3,000 P.S.I. MIN. WITH TROWEL
WELDED WIRE L ° I. I SMOOTH FINISH REINFORCED WITHI6"
(1) #5 VERT. MESH. SEE FOUND. m X 6" - W1.4/W1.4 W.W. MESH OR FIBER 8
BAR NOTES 2'-0" MESH W/ 6 MIL VAPOR BARRIER ON
■ 4" THICK CONCRETE EQUIPMENT SLABS, �� COMPACTED TREATED SOIL — S-2 \� \
FOOTING REBAR.3,000
io ..d ° (3) #5 CONT.. ] INTERMEDIATE STEM WALL FTG. W/ STEP I REINFORCED
MIN.WITH6BROOM FINISH /ji -� `\\ 5 I ■ I
REINFORCED WITH 6" X N- COMPACTED
W.W. g_2
MESH OR FIBER MESH ON COMPACTED �
SCALE: 1" = 1'-0" I TREATED SOIL (TYP. FOR EQUIP. PADS)
ax X Q X .S_2 10 I ■ I �■ ■ BB24 ■ ■ BB24 ■ ■ ■ BB24 ■ ■ \\ __ ( m
'd I
S-2
-,
a° I I ■ l_ _- e . ■ I ° - I ■ S_2 I S52
NOTE: CMU WALL IS NOT AT _
—1'I • • 1=I LARGE SPANS & VERT.
q a n I
- e o STEEL FROM FOUNDATION ■
_ TERMINATES @ SLAB 7 7 ■ ® BB16 ® ■
—I —III—III—III I B816 ® i ® ® BB24 ■ - ■ BB24 ■ ■ BB24 ■ ■�
(1) #5 HORIZ. BAR CONT. N S-2 S-2
20' i," I I m I 2
FIBERMESH OR WELDED S 3 1 1 6
4 TYP. EXT. CONC. CURB MONO. FTG. WIRE MESH.sEEFourD. ■ I I ■ 33 S-3 S"Z
NOTES
S-2 SCALE`. 1„ = 1,_0„ (1) #5 HORIZ. °. S 3
BAR CONT. ■ 4 12" X 12" CMU BLOCK
v X d X X 10 ( ■ S-2 COLUMN W/ (2) #5 BARS
(1) #5 BARS CONT. 3" n `v X a 4 1 — - S 2 ■
O MIN. COVER iu -
.. _ d
4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I.
CONIC, WALL ° LOPE C STEM
� .FIBERMESH OR S 8"X i6"CMU
WELDED WIRE MESH. TO DRAIN I I I i I (# OF COURSES TBD) S 2 MIN. WITH TROWEL SMOOTH FINISH FIBERMESH E WELDED WIRE (1) #5 BAR HORIZ, CONT.
Y -�. I II _ REINFORCED WITH 6" X 6" - W1.4NN1.4 W.W. I MESH. SEE FOUND. NOTES
SEE FOUND. NOTES
B MESH OR FIBER MESH D 6 MIL VAPOR
a ■ BARRIER ON COMPACTED TREATED SOIL I X o . X
O X�v d
° #5 ROD W/ 10" HOOK EMBED I I I a d < #5 ROD W/ 10" HOOK EMBED
MIN. OF 7" INTO FOOTER. SEE e
�'—�-1 I STRUCTURAL ENGINEERING - • a MIN. OF 7" INTO FOOTER. SEE
fO v . LAYOUT FOR LOCATION AND
SPACING (WHERE SPLICE
— - LAYOUT FOR LOCATION AND SLOPE - I SPACING (WHERE SPLICE
-III—III— ° ■
�G 81 OCCURS 30 LAP. MIN) I N a
m d OCCURS 30 LAP MIN)
m 8" X 16" CMU STEM WALL
N s : SHOWER RECESS DETAIL a I a • sIA
(#OF COURSES TBD)
A a FOOTING REBAR FOOTING REBAR
SCALE: 1" = V-0" ° . a°
i S'-'� c (3) #5 CONT. ■ I 2 (2) #5 CONT.
v I S-2 d
0 a • n • 6" TALL CMU W/ (1) #5 VERT.
1 (2) #5 BARS CONT. a . Q
0 q� a ,a a BAR TIED TO MONO. FOOTING
Q I I CONT. #5 BAR66
a.
w III a INTERMEDIATE STEM WALL FTG. W/ STEP FQG(3 #5 REBAR
4
S-2 SCALE: 1„ = 1,_0"
- 1� (� ■ ■ ■ BB24 ■ ■ ■ BB24 ■ ■ ■
4 MONO. FTG. ON S FEM WALL FTG. TRANSITION
TYP. THICKENED EDGE 4 g- SCALE:1"=V-0"
B-2 / STRUCTURAL FOUNDATION PL N
S-2 SCALE: 1" = V-0"
SCALE: 1/4" = 1'-0"
BEAM SCHEDULE
MARK
TOP ELEVATION
i SIZE
REINFORCING
SPACING
WIDTH X DEPTH
BOT. MID. TOP
BB16
SEE ARCH.
ASTCRETE OR EQUAL
1 #5 1 #7'
#5 CORNER BARS
LINTEL 8F16 1T/1B
BB24
SEE ARCH.
ASTCRETE OR EQUAL
i N5 1 #7
#5 CORNER BARS
LINTEL 8F24 1T11B
BB48
SEE ARCH.
CASTCRETE OR EQUAL
''.
1 #5 1 #7
#5 CORNER BARS
LINTEL SF48 iT/1B
1. EE = EACH END BAL. - BALANCE
2. TYPICAL TIE BEAM IS (2) COURSES OF 8"X16" U-BLOCK. U-BLOCK WITH (1) #5 BAR IN EACH, UNLESS SHOWN OTHERWISE.
3. ALL HEADERS ARE PRECAST LINTELS, UNLESS SHOWN OTHERWISE.
4. LINTELS SHALL HAVE A MINIMUM 4" BEARING ON EACH END (CONTRACTOR/MASONRY CONTRACTOR TO VERIFY ALL
LINTELS)
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PROD. NO. 18-11240
DATE 03/19/2018
SHEET NO.
o-2
SHEET 2 OF 6
`ILE COPY
(2) #5 VERT. BARS
(2) #5 VERT. BARS
FIBERMESH OR WELDED.
WIRE MESH. SEE FOUND. FIBERMESH OR WELDED
1 -0' NOTES WIRE MESH. SEE FOUND.
1 -0 NOTES
X . Xp #3 BAR @ NOSING �( X a_
° #5 @.16" O.C. BREAK FACE
• d. OF CMU 5" X 5" EXTEND °
BAR W/ HOOK INTO CMU
#5 @ 12" O.C. TOP
a 8" X 16" CMU BLOCK (# OF a
COURSES TBD) 8" X 16" CMU BLOCK (# OF
d° COURSES TBD)
#5 @ 12" O.C. TOP ° - (1) #5 CONT. BARS
#5 ROD W/ 10". HOOK EMBED MIN. OF d
7" INTO FOOTER. SEE STRUCTURAL #5 ROD W/ 10" HOOK EMBED MIN. OF
ENGINEERING LAYOUT FOR 7" INTO FOOTER. SEE STRUCTURAL
LOCATION AND SPACING (WHERE ENGINEERING LAYOUT FOR
SPLICE OCCURS 30" LAP. MIN) LOCATION AND SPACING (WHERE
SPLICE OCCURS 30" LAP. MIN)
(2)#5 BARS 1.0
° a" FOOTING REBAR d
° (2) #5 CONT. a - d FOOTING REBAR
o (2) #5 CONT.
a c
V-8" II.
I
TYP. THICKENED EDGE 2 CONCRETE STAIR @ GARAbE
S-3 SCALE: 1" = 1'-0'
(2) #5 BARB
#3 BAR @NOSING
Q X " X X •
z ° #5 @ 16" O.C. BREAK FACE OF CMU
°p F 5" X 5" EXTEND BAR W/ HOOK INTO
4 •
° p CMU
• a
a
a d ° • ao
64'-0"
15'-0" 1 -0' 15'-01. 1,_0"
ti - - - - - - - - - - - - - - - - - r----------- ----- r
4 4
I I I i
I I I I
0
T-8" 'u�
I
I
8". ' " ,"
7,_16-08_e
I I
I
COVERED PORCH
I
1
■
■
■
(1)3050 SH (1)3050 SH
(2)3050 SH '
+34/-45 PSF +34/-37 PSF
+34/-45 PSF
-
■
1
0�
BEDROOM #3
I
I
■
DINING
a
2 LL
ro
g
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I I
I I
■ ■ I I '
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11
- +32/-35 PSF +321-40 PSF
■ °? ■
1 N 4
0
I 3 we
M
W.I.0 IHALF WALL I
J qw I MASTER BEDROOM
KITCHEN, I I 1
HALFW LL _ LIVING ROOM I I " Z a o I t I
W.I.C. B/�TH IR— --- _ N -------------------- — F 1 ■ oN
■ SINK p I 1
a Y z —I VAULTED CEILING 1
�
V-0' MIN. TOp ■ c ! 20" 1 1 y
N
4-8 7'' ec DEEP o
TYP
STEM WALL (# OF p • #512"OC aM ■
COURSES TBD) d ° TOP = LL BEDROOM # LL I -- ----------I
d .. • • G
a d FOOTING REBAR
(3) #5 CONT.
° • •.., SOTTO 4 12,-4„ ,_0„ o 5,-4" 7,_8" " 5'-65'-0": 6'-0" : 1. 2,_0„ 4,-8„ q 4,-0„
°
(2) #5 BARS ° `o � ■ N
■ I i �
I I
• PWDR d MEDIA I f
I� L
1' 4 10'-012'-6„ we I q 1 W.I.C. ,
s PANTRY
CONCRETE STAIR FOOTING =� W.I.C. ■
Y I 1
I
(I z Z° — — — — — 1
S-3 SCALE: V = V-0" 4 y a
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Z -_ I—------ L _ N
wa S U """ eA oo"
x a
o SPORTS ROOM m " LAUNDRY Lw(SINK SINK LI"
_ 2,_4" OFFICE
FIBERMESH OR WELDED WIRE (1) #5 BAR HORIZ. CONT. + z M FOYER h
BATH
MASTER
MESH. SEE FOUND. NOTES m (1)2640 SH (1)4050 SH I ■
+35/-38 PSF +34/-37 PSF 5_0" 64' 5,-4"
Xp :X ■ ■■ ■ ■ ■ ■ ■ ■
a
d ° p\ #5 ROD Wl10" HOOKEMBED SHOWER
_ z D +33/•36 PSF ti a
d MIN. OF 7" INTO FOOTER. SEE o q
e;. LAYOUT FOR LOCATION AND p. —
" SPACING (WHERE SPLICE TANKLESS ■ HANGING 4'-9" 8'-7" 4'-8" ■
° OCCURS 30" LAP. MIN) HWH a " ■
d •Pi 8"X16"CMU STEM WALL COVERED PORCH °. we
_. ,. (# OF COURSES TBD) ■ DOOR 720MIN.
EE VANITYMAKE-UP
---------------- 12"DEEP BENCHFOOTING REBAR PRODAL J __.._
(2) #5 CONT. a a " " - ti 6-O„ REF/FREEZ „' ■ 4 ■ ■
0 0 0
M (1)2640 SH - (1) 20 FIXED -TEMPERED 1 2640 SH
d a (1) LAYERS MIN. 1/2" GYP.
6" TALL CMU W/ 1 #5 VERT a . m
O p a d + BOARD OR EQUIVALENT r +35/-07 PSF +35/-38 PSF +35/-47 PSF
BAR TIED TO MONO. FOOTING �' APPLIED TO THE EA. SIDE FZ]■
CONT. #5 BAR o
d'
.FOOTING REBAR
(3) 95 CONT.
2, 0„
f
MONO. FTG. ON STEM WALL FTG. (TRANSITION)
4 SCALE: 1" = V-0"
C9
N
■ OF THE GARAGE WALLS A/C ABOVE IN ATTIC V -
3'-10" T-2" 5'-10" F-10" 3'-2
■
2 CAR GARAGE
o 0
O
N ■ � N
� a
0
0
(1)4050 SH . (1)4050 SH
+341-44 PSF 1 +34/44 PSF
26'-0"
H
VOLUME (CUBIC FEET)
A/C BUILDING VOLUME 26,982
FLOOR FRAMING PLAN
`D : SCALE: 1/4" = V- "
2o,_0„
SQUARE FOOTAGE
A/C
NON A/C
TOTAL
MAIN HOUSE
2818
2818
COVERED REAR PORCH
539
539
COVERED FRONT PORCH
120
120
GARAGE
646
646
TOTAL -PROPOSED
2818
1305
4123
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PROD. NO. 18-1240
DATE 03/19/2018
SHEET NO.
S-3
SHEET 3 OF
2i
n
H
°
® TIEy BEAM OR DOUBLE BOND BEAM ° 4 a
° a
a �
° 4" 12"O.C.
MAX ° MAX. ° d
°
—tt-
ROWS OF (2) 1/4"
TAPCONS INTO GROUTED
MASONRY W/ 2" EMBED
(TYP.) -. MIN. (3) ALL SIDES
P.T. BUCK AS REQ. BY
MANUFACTURER
— CMU
MASONRY WINDOW/DOOR BUCK ATTACHMENT
SCALE: 3/4' = V-0"
'NOTE: DOORS & WINDOWS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS TO
WITHSTAND THE MINIMUM DESIGN PRESSURES REQUIRED (AS NOTED IN THESE PLANS).
12
5
ICYNENE R-30
INSULATION PER
REPORT#ESR-1826 -
1/2" GYP. BD. DRYWALL
ALL GYPSUM BOARD TO CONFORM
TO ASTM C5, C22, C28,C35, C59, C61,
C587, C631, C847,.C933,. C1032 AND
C1047 AND SHALL BE INSTALLED IN
COMPLIANCE WITH ASTM C843/44
c
NEW 8" X 16" CMU BLOCK W/ 9
GA. LADDER BLOCKING @
EVERY OTHER COURSE
#5 ROD W/ 10" ACI HOOK INTO
FOUNDATION, TIED TO BOTTOM
STEEL. SEE STRUCTURAL
ENGINEERING LAYOUT FOR
LOCATION AND SPACING (WHERE
SPLICE OCCURS 30" LAP. MIN)
1/2" PT FURRING STRIPS @ 24" O.C.
(TYR) W/ R5 MIN. INSULATION 1/2"
DRYWALL (TYP)
4" CONCRETE SLAB W/6X6 -
W i.4/W 1.4 W W M OR FIBERMESH
ON 6 MIL. VAPOR BARRIER ON
WELL COMPACTED, TREATED
FILL
°d°. . .
° ° °
Tl 1, °
PORCH CEILINGS TO HAVE CEDAR 3/4" T & G
1" X 6" ATTACHED W/ (2) 8d NAILS @ EA. INT.
METAL ROOF (SEE PRODUCT APPROVAL)
OVER 15# UNDERLAYMENT OVER 5/8" CDX
SHEATHING, 10d RINK SHANK NAILS @ 4" O.C.
AT SEAMS & 8" O.C. IN FIELD
PRE-ENGINEERED WOOD TRUSSES @ 24" O.C.
HURRICANE STRAP @ EA. TRUSS - PER
SCHEDULE & LAYOUT
DOUBLE BOND BEAM W/ (2) COURSES
U-BLOCK WITH (1) #5 BARS CONT. EACH
COURSE
ALUM. DRIP EDGE OVER
1" X 6" CEDAR FASCIA
ATTACHED TO TRUSSES
W/(3) 16d NAILS EA.
TRUSS
2'-0" O.H. TYP.
UN -VENTED SOFFIT (SEE
PRODUCT APPROVAL)
CORE -FILL CMU WITH FOAM
INSULATION
STUCCO FINISH
EXETRIOR STUCCO INSTALLED
IN COMPLIANCE WITH ASTM C
926 & C 1063.
�2 WALL SECTION na MONO. FTG.
SCALE: 3/4" = V-0".
3/16" DIA. STAINLESS CABLE TO
BE PULLED TIGHT OVER A/C
COMPRESSOR
A/C COMPRESSOR
SECURE 'EA. END TO CONC.
PAD W/ 5/8" X 3' EMBED EXP.
ANCHOR .& HOLD-DOWN TAB
CRIMP ENDS OF CABLE W/
LEAD SLEEVES OR CABLE
CLAMPS
' 4" CONCRETE PAD
8
a' d
�A/C TIE -DOWN DETAIL
SCALE: 1" = T-0"
(5) 5/8" DIA. ANCHOR BOLTS W/ 2-1/2" DIA.
WASHERS. BOLTS ARE TO BE EQUALLY
SPACED (6" FROM EACH END & 24" O.C. MAX.)
BOLTS ARE TO BE CAST IN PLACE -OR- EPDXY
SET W/ 5" EMBEDMENT.
2" X 6' P.T. BUCK W/ 15 MIL BARRIER
Z �
#5 VERT. BAR IN FILLED
CELL (TYP.)
s GARAGE BUCK DETAIL
12
5
ICYNENE R-30
INSULATION PER
REPORT #ESR-1826
STD. OR RECESSED PRE -CAST
LINTELS ABOVE WINDOWS,
DOORS & LARGER SPANNING
OPENINGS W/ (1) #7 BAR TOP
COURSE & #5 BAR IN PRE -CAST
LINTEL POURED WITH BEAM
(CAST-CRETE OR EQ.)
ALL GYPSUM BOARD TO CONFORM
TO ASTM C5, C22, C28, C35, C59, C61,
C587, C631, C847, C933, C1032 FIND !
C1047 AND SHALL BE INSTALLED IN f
COMPLIANCE WITH ASTM C843144
o f
c �
(1) #5 VERT. BAR IN GROUT FILLED
CELL LOCATED PER PLAN
1/2" PT FURRING STRIPS @ 24 D.C.
(TYP.) W/ R5 MIN. INSULATION 1/2"
DRYWALL (TYP.)
4" CONCRETE SLAB W/6X6 -
W1.4/W1.4 WWM OR FIBERMESH
ON 6 MIL. VAPOR BARRIER ON
WELL COMPACTED, TREATED FILL
a
#5 ROD W/ 10" HOOK EMBED
MIN. OF 7" INTO FOOTER. SEE
STRUCTURAL ENGINEERING
LAYOUT FOR LOCATION AND
SPACING (WHERE SPLICE
OCCURS 30" LAP. MIN)
FOOTING REBAR `
(3)#5 CONT.
Q
W.� SCA
PORCH CEILINGS TO HAVE CEDAR 3/4" T & G
1" X 6" ATTACHED W/ (2) 8d NAILS @ EA. INT.
METAL ROOF (SEE PRODUCT APPROVAL)
OVER 15# UNDERLAYMENT OVER 5/8" CDX
�HMT#IUWA Od RINK SHANK NAILS @ 4" O.C.
F BALBRIIB'& 8" O.C. IN FIELD
PRE-ENGINEERED WOOD TRUSSES @ 24" O.C.
HURRICANE STRAP @ EA. TRUSS - PER
SCHEDULE & LAYOUT
DOUBLE BOND BEAM W/ (2) COURSES
H-BLOCK WITH (1) #5 BARS CONT. EACH
COURSE
ALUM, DRIP. EDGE OVER
1" X 6" CEDAR FASCIA
ATTACHED TO TRUSSES
2'-0" O.H. TYP. W/(3) 16d NAILS EA.
TRUSS
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.SECTION 0) STEM WA
UN -VENTED SOFFIT (SEE
PRODUCT APPROVAL)
VINYL INSULATED WINDOWS
INSTALL ALL WINDOWS & DOORS PER
FMA/AAMA 200-12 SPECIFICATIONS
FOR WATER TIGHT INSTALLATION
PRE -CAST SILLS (CAST-CRETE OR EQ.)
OPTION: FORMED AND POURED SILL,
SEE DETAIL.
CORE -FILL CMU WITH FOAM
INSULATION
8" X 16" CMU BLOCK W/ 9 GA. LADDER
BLOCKING .@ EVERY OTHER COURSE
STUCCO FINISH
EXETRIOR STUCCO INSTALLED
IN COMPLIANCE WITH ASTM C
926 & C 1063.
FRONT ELEVATION
SCALE: 3/16" = 1'4'
RIGHT ELEVATION
SCALE: 3/1 T =:1'-0"
REAR ELEVATION
SCALE: 3116" = 1'-0
LEFT ELEVATION
SCALE: 3/16"=1'-0"
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PROJ.
NO.
18-1240
DATE
03/19/2018
SHEET NO.
%S'
.4
SHEET
OF
2,-0"
5/8" CDX AT'
END W/ 10d
THESEAMS
LSTA21 @
ATTACH SHEATHING @ 4"
O.C. FIRST (3) TRUSSES
12" OH
WEB
ACHED TO GABLE
rINSSTAILLG
NAILS @ 4" O.C. @
WD 6" O.C. IN THE
FIELD
BETWEEN TOP CHORDS
:ACH JACK TRUSS
TO ACCEPT"X"BRACE
eBOSTON HIP FRAMING DETAIL
S-S SCALE: 3/4" = 1'-0"
a
is
2X P.T. BUCK
CONTINUOUS BEAD OF POLYURETHANE
SEALANT (INSTALLED BY WINDOW
INSTALLER)
SOLID INFILL OF STUCCO
POLYURETHANE SEALANT
(BY CONTRACTOR)
CONTINUOUS BEAD OF POLYURETHANE
SEALANT (INSTALLED BY WINDOW
INSTALLER)
SOLID INFILL OF STUCCO
2X P.T. BUCK
MASONRY SILL
2" X 4" RATRUN FOR DIAGONAL BRACING `— (2) 2" X 6" DIAGONAL X-BRACING @ 4' O.0
@ 4' O.C. NAILED TO EACH TRUSS W/ (2) NAILED TO EACH TRUSS W/ (2) - #16 WOOD
16d NAILS @ EACH (TOP & BOTTOM) - SCREWS OR 16d NAILS EACH
(2) 3/8' THICK BEADS OF POLYURETHANE
SEALANT BEHIND BUCKS (BY BUCK
INSTALLER)
CONTINUOUS BEAD OF WATER
RESISTANT SEALANT AT MASONRY/BUCK
JOINT AT INTERIOR/EXTERIOR AND
CORNER JOINTS (BY BUCK INSTALLER)
CMU WATER RESISTANT COATING
ON MASONRY OPENING JAMBS (BY
CONTRACTOR)
CONTINUOUS BEAD OF SEALANT
AIRNVATER DAM @ SHIM GAP (BY
CONTRACTOR)
CONTINUOUS BEAD OF WATER
RESISTANT SEALANT AT MASONRY/BUCK
JOINT AT INTERIOR/EXTERIOR AND
CORNER JOINTS (BY BUCK INSTALLER)
(2) 3/8" THICK BEADS OF POLYURETHANE
SEALANT BEHIND SUCKS (BY BUCK
INSTALLER)
NOTES:
• WATER RESISITANT SEALANT AT MASONRY & WOOD BUCKS TO BE "TYVEK FLUID APPLIED FLASHING & JOINT
COMPOUND" OR EQUAL
• POLYURETHANE SEALANT UNDER BUCKS & AT WINDOW FRAME TO BE "DYNOMIC 100" BY TREMCO OR EQUAL
• INTERIOR AIRIWATER SEALANT AT WINDOW FRAME IS TO BE "TREMFLEX 834" SILICONIZED ACRYLIC LATEX
BY TREMCO OR EQUAL
WINDOW WATERPROOFING DETAIL
SCALE: 1" = V-0"
2X P.T. BUCK
CONTINUOUS BEAD OF POLYURETHANE
SEALANT (INSTALLED BY WINDOW
INSTALLER)
SOLID INFILL OF STUCCO
POLYURETHANE SEALANT
(BY CONTRACTOR)
POLYURETHANE SEALANT
(BY CONTRACTOR)
EXTERIOR SILL NOSING
FINISH MATERIAL, PITCH
SILL AWAY FROM DOOR
CMU WATER RESISTANT COATING
ON MASONRY OPENING JAMBS (BY
CONTRACTOR)
(2) 3/8" THICK BEADS OF POLYURETHANE
SEALANT BEHIND BUCKS (BY BUCK
INSTALLER
CONTINUOUS BEAD OF WATER
RESISTANT SEALANT AT MASONRY/BUCK
JOINT AT INTERIOR/EXTERIOR AND
CORNER JOINTS (BY BUCK INSTALLER)
CMU WATER RESISTANT COATING
ON MASONRY OPENING JAMBS (BY
CONTRACTOR)
CONTINUOUS BEAD OF SEALANT
AIRNVATER DAM @ SHIM GAP (BY
CONTRACTOR)
FINISH FLOOR
SLAB RECESS
CMU WATER RESISTANT COATING
ON MASONRY OPENING JAMBS (BY
CONTRACTOR)
NOTES:
• WATER RESISITANT SEALANT AT MASONRY & WOOD BUCKS TO BE'TYVEK FLUID APPLIED FLASHING & JOINT
COMPOUND" OR EQUAL
• POLYURETHANE SEALANT UNDER BUCKS & AT WINDOW FRAME TO BE "DYNOMIC 100" BY TREMCO OR EQUAL
• INTERIOR AIRIWATER SEALANT AT WINDOW FRAME IS TO BE "TREMFLEX 834" SILICONIZED ACRYLIC LATEX
BY TREMCO OR EQUAL
• CONSULT WITH WINDOW MANUFACTURER TO DETERMINE ACTUAL SILL RECESS DIMENSIONS AND
RESULTING BEAM HEIGHTS
• ALL EXTERIOR DOORS MUST BE SET IN A RECESS.
• VERIFY FINISH FLOOR MATERIAL AND RECESS DEPTH AND BEAM HEIGHT ELEVATIONS PRIOR TO POURING
SLAB
DOOR WATERPROOFING DETAIL
SCALE: 1" = V-0"
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NO.
18-1240
DATE
03/19/2018
SHEET NO.
Sm5
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