HomeMy WebLinkAbout6711 Wagon Trail St• STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR
D.R. HORTON HOMES
12602 TELECOM DRIVE
TAMPA, FL 33637
TEL: (813) 740-9720
FAX: (813) 740-9715
• STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
AR NO. 93723
A.B. DESIGN GROUP, INC.
1441 NORTH RONALD REAGAN BLVD
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
PLAN REVIEW
4EBB
7
1828-fu'A'�L_'99
12602 TELECOM DRIVE, TAMPA, FL 33637
Tel: (813) 740-9720 Fax: (813) 740-9715
DESIGN
CRITERIA:
ABBREVIATIONS
• FLORIDA BUILDING CODE, RESIDENTIAL,
ABV.
ABOVE
LAY
LAVATORY
5TH EDITION (2014)
A/C
AIR CONDITIONING
LUY.
LUMINOUS
• ALL LOCAL AND STATE
CODES
AN
ALE.
AMSTAM
ALTERNATE
Y.C.
MFR.
MEDICINE CABINET
MANUFACTURER
AMP.
AMPERAGE
MIN.
MINIMUM
-OCCUPANCY
- RESIDENTIAL, GROUP R3
HID.
BOARD
vm.
MOUNTED
-CONSTRUCTION TYPE
- VB
cL
CAB.
CENTER TUNE
CABINET
YTL
N.T.S.
METAL
NOT TO SCALE
INTERIOR FINISH
- CLASS B
CLG.
CERING
O.c.
ON cam•
:MIN.
BASIC WIND SPEED
- Vult=150 MPH
cu.
CLEAR
PL
PROPERTY LM
CONC.
CONCRETE
P.B.
PUSH BUTTON
Vasd=118 MPH
CPT,
CARPET
PIL
PHONE
• EXPOSURE
- B
C.T.
CERAMIC TILE
PLT.
PLATE
:EXPOSURE
RESIDENCE
-
D.
DRYER
PLYWD.
PLYWOOD
•2-STORY RESIDENCE
- MAX. HEIGHT AS PER LOCAL
D.G`
D.G.
DOUBLE
DUAL GLAZED
PR
P.T.
PAIN
PRESSURE TREATED
AND STATE CODES
DIA.
DIAMETER
R.
RISER
DIY.
DIMENSION
BAD.
RADIUS
DISP.
DISPOSAL
R.A.G.
RETURN AIR GRUL
OF.
DEEP
REP.
REFRIGERATOR
DR.
DOOR
RM.
ROOM
D.S.
DOWNSPOUT
R.O.
ROUGH OPENING
DTL
DETAIL.
S.D.
SMOKE DETECTOR
D.W.
DISHWASHER
S.H.
SINGLE HUNG
EA.
ELEV.A.
EACH
ELEVATION
SHT,
SHTHG.
SHEET
SHEATHING
SQ.FT.
CALC.'S
%
IDOL
EQUAL
EXHAUST
SHIWR
SIN.
SHOM
SIMILAR
W.
EXTERIOR
SL
SLIDING
LIVING
182S 50. FT.
P.G./FX .
FDMD GLASS
SL GL
SLIDING GLASS
GARAGE
430 SQ. FT.
P.G.
FUEL GAS
STD.
STANDARD
ENTRY
Ir. SQ. FT.
FIN.
FINIS{
sWS
SHEAR WALL
LANAI
W SQ. FT.
F R.
FLUOR.
FLOOR
FLUORESCENT
SC
SECTION
SOLID CORE
TOTAL
2362
FR. DR.
FRENCH DOOR
TEMPTHE.
TEMP79ERED GLASS
SQ, FT.
FTG.
FOOTINGGA
THICK
GAUGE
T.O.C.
TOP OF CURB
GAR.
GARAGE
T.O.P.
TOP OF PLATE
GAR. DISP.
GARBAGE DISPOSAL
T.O.S.
TOP OF SLAB
G.P.I.
GROUND -FAULT CIRCUIT
TYP-
TYPICAL
INTERRUPTER
U.N.O.
UNLESS NOTED
GL
GLASS
OTHERWISE
GYP. BD.
GYPSUM BOARD
V.P.
VAPOR PROOF
H.B.
HOSE BIB
W.
WASHER
H.C.
HOLLOW CORE
W/
WITH
HDR.
HEADER
WD.
WOOD
HOT. OR HT
HEIGHT
WOW.
WINDOW
INSUL.
INSULATION
W/H
WATER HEATER
UIT.
INTERIOR
W.1.
WROUGHT IRON
REVISIONS
REV. I DATE DESCRIPTION
INDEX OF DRA
SHEET # DESCRIPTION
PG CI -COVER PAGE
PG GN-GENERAL NOTES
PG I -FOUNDATION PLAN
PG IA -DOWEL PLAN
PG 1B-LINTEL SCHEDULE
PG 1B.1-SAFE LOADS (CAST-CRETE)
PG 2 -FLOOR PLAN
PG 3D-ELEVATION "D"
PG 4D-FRAMING PLAN ELEVATION "D"
PG 4.1-CONNECTOR SCHEDULE
PG 5-ELECTRICAL PLAN
PG 6-MECHANICAL PLAN
PG DI-MON01JTHIC FOUNDATION DETAILS/SECTIONS
PG D2-MISC. DETAILS
PG D3-MONOLITHIC 1-STORY WALL SECTIONS & NOTES
PG D4-MONOLITHIC 2-STORY WALL SECTIONS & NOTES
PG D5-MISC. DETAILS
PG D6-PRODUCT APPROVALS
PG WAI-WALL ASSEMBLY DETAILS
PG WA2-WALL ASSEMBLY DETAILS
PG WA3-WALL ASSEMBLY DETAILS
PG WA4-WALL ASSEMBLY DETAILS
PG WA5-WALL ASSEMBLY DETAILS -WINDOW FLASHING
PG WA6-WALL ASSEMBLY DETAILS -SUB -BAND
A R C N I T[ C T E
5
Design
Grou R2.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-774-4078
AVWW.e bdesigngroup.00m
AA #: 0003325
e:
ti
U
W
O
V
O
F
O
Z
oulmm. is Lo 74
SILVERADO
LOT #43
BLK #6
PROJTdCT#
04128.000-04361
MOIDA rs
4EBB
"1828—CALI"
GARAGIC SWING:
LEFT
PAGIC:
COVER
PAGE yy
150 MPH AVB
10/19/17
8CAL1& 1 /4"=1'— O"
8Ii1mT
C1
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR 5TH
EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10.
Z THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
A. FLOOR LIVE LOADS R301.5 (PSF)
I. SLEEPING ROOMS
30
II. ATTICS W/ STORAGE
20
III. ATTICS WIOUT STORAGE
10
IV. POOLROOMS
75
V. BALCONIES AND DECKS
40
VI. STAIRS
40
VII. ALL OTHER ROOMS
40
B. FLOOR DEAD LOADS R301A 15 (PSF)
C. ROOF LIVE LOADS R301.6
I. "'MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014)
D. ROOF DEAD LOAD (PSF)
I. FIBERGLASS SHINGLES 17 (TCOL 7 & BCDL 10)
[I. CONCRETE TILES 25 (TCDL 15 & BCDL 10)
E. WIND LOAD CRITERIA
I. BASIC WIND SPEED VULT=150 MPH, VASD=116 MPH
II. EXPOSURE CATEGORY B
III. WIND DIRECTIONALITY FACTOR (KD) 0.85
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS t0.18
V. RISK CATEGORY II
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING
OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH
EDITION (2014).
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE
ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
& THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24INCHES PER FBCR310.1.2.
12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20INCHES PER FBCR310.1.3.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR 150 MPH MIN, WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. PER FBCR 5TH EDITION (2014) R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES
SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK,
OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED WI A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014).
3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID
NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THAN GYPSUM BOARD OR EQUIVALENT,
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE
CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON
AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED
OTHERWISE.
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/:THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING,
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE.
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS,
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION
OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING
JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE '/.".
4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED/4.
1. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO.
Fb =1,100 PSI Fv =175 PSI E=1,400,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS,
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 2' SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116' OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING.
PROVIDE PANEL -CUPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8"CDX PLYWOOD. 518" CDX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10. FLOOR SHEATHING SHALL BE APA RATED ''%" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSS EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING.
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ.
DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
MASONRY POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
PROVISIONS OF TMS 402 / ACI 5301 ASCE 5. CONSTRUCTION.
2. CONCRETE MASONRY UNITS SHALL BE GRADE'N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-11b, STANDARD
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm =1500
PSI.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR SIN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN % INCH, REFER TO FBCR 5TH EDITION (2014) , SECTION R607.2.1
FOR MORTAR JOINT THICKNESS TOLERANCES.
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014).
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA, LADDER TYPE
HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX).
REINFORCING STEEL
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS,
ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
3. WELDED WIRE FABRIC SHALL BE W X 6"- WIA X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP
SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF T FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
I. #5, W31 OR D31 AND SMALLER 2"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
I. #11 AND SMALLER %.
D. BEAMS, COLUMNS:
1. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS iv
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I.NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07)
15, TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS,
CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN
ACCORDANCE WITH ANSI A58.1-1982.
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
THE ANSIITPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1240.
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON' STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS
NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE
MANUFACTURER IN THE LATEST CATALOG,
19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014).
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM ''/." PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
T SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014).
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014).
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH
EDITION (2014).
EXTERIOR WALL COVERINGS
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR
COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS
SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER
PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,117 THICK,
WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la &
ASTM-C1063-12a.
3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT
LIM ITED TO:
- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS
- 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS
-- PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS
WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS
-- CASING BEAD DETAILS DRIP EDGE DETAILS
-- CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS
-- WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS
- WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014)
2-STORY GYPSUM BOARD
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH 112" GYPSUM BOARD. FBCR R302.7.
CONTROL DATE: 02108/17
6
Deign
Grous.��.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-774.6078
FAX: 407-774-4078
www.abdesigng-up.com
AA M. 0003325
Z
y
0
0
F
a
0
V
>sLTHDIV. !s IAT:
SILVERADO
LOT #43
BLK #6
PROJL'CTlp
04128.000-04361
MOD
4EBB
"1828-CALI"
GARAOR 8WDIO:
LEFT
PAG2M
GENERAL
NOTES
150 MPH EXP, B
ARCHRECT-
STATE OF FLORIDA
17
DP m 10/19/17
11CALM 1/4"=l'-O"
8i12mT
GN
2 2' VTR
KITCHEN
1/2'SINK W/ 2" "Tgr_
\ JI
AUTO VENT-
\ 2 tMAII
LLc
i ' 3' 1 AV�112'L3•2. .SHIM 1/2,2' WASHER
2'
PLUMBING RISER
DIAGRAM
S
r-
—
-----------
S
CONC.
■
w
SLAB
\ I
0'-0' ELEv.
I
N d
`
/I
FIN. CONC. SLAB
4' CONC., REINF, W/ 6'xb'
■
312'
WIAXWIA UALIM ON 6-MIL POLY-
I
■
■
■
ETHYLENE VAPOR RETARDER
L_
_
ON WELL -COMPACTED CLEAN
—
— — —
FILL TERMITE TREATMENT SHALL
0
■
BE BORA-CARE
�,�
DI ExT£ND
SLAB 11/2' I
�
Io
IJ
l
LJ X
Io
l
36'x60' ���777
SHWR. PAN J
/ 1I
-,'I L _J
1p a 1
I s e r-RTA ifiy��
HB ■ / /
SLAB >, _ /�3
�4' Pvc
11
/ — 0 CHASE
dONO./ / BOLLARD AS REQ.
PER BLDG. CODE
/ EXTEND END OF PVC.
RASE UP 12' ABOVE
COND. CONC. PAD
■I
I a
I
LDI -oli-5 12'
� I
I
LDW I'LL7i: II I OPT,
SINK p ( REF I
II L — —IJ
0 II
III ISLAI' PVC CHASE
II/ FOR NDELEG. TO
PANE
I
I i I
I
s
I
-EXTEND
SLAB 1 1/2' —
I � i
2x12
2X6 WArrLII'L WALL I__
IF
I~NII
I I
EXTEND m
SLAB 1 1/2'
3 1/2'
■ Q ■■ 0'-0' ELEV.
e y I FIN. CONC. SLAB
21'-4° _ 4'-4, _ 14'-0' --
_-
FOUNDATION PLAN
NOTES,..
VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
- FLOOR ELEVATIONS AT REQUIRED EGRE6S DOOR SHALL
MEET PROVISION OF SECTION R311.3.1 OF THE FBCR STH
EDITION (2014).
�/— 24'X24'X12' CONC.
PAD W/3-'5 BARS
E.W. ON CHAIRS
MIN, 3' COVER
ro
�(- SECURE STRAP TO
UNIT W/ (2) -Sxi V4
A/G SwT MTL SCREW&
UNIT SIMPSON WS ROLL
STRAP OR EQUAL
SECURE STRAP TO
CON,. EC W/ (2)-3/W6'X2'
SLAB TAP -CONS
A/C CONNECTION
TO PAD DETAIL
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER HEAD • I2' FROM STRUCTURE
A R C H I T E C T S
5
Design
Gr ulr..
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
wwwz"designgroup.com
AA #: 0003325.
h
w
0
chi
W
O
F
C
V
9LTHDIV Ae LOT
SILVERADO
LOT #43
BLK #6
[Paos=T#
04128.000-04361
MOD9Ie
4EBB
"1828—CALI"
GARAGE BNWG'
LEFT
PAGE:
FOUNDATION
PLAN
150 MPH EXP. B
ARCHITECT
STA OFLORIDA
OC 20
D � 10/19/17
SCALE: 1 /4"=1'— 0"
9I'IZET
A R C N I T E B T R 1
5
GrpoeusO..a.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX 407-7744078
www.abdesigngroup.com
AA #: 0003325
F
y
V
SO
4
G
y
4i
O
F
O
aUDDZV ae LOT
SILVERADO
LOT #43
BLK #6
PllojmcT*
04128.000-04361
MoDau
4EBB
"1828— CALI"
OAaARsa BTrMO:
LEFT
PAOM
DOWEL
PLAN
150 MPH EXP. B of
ARCI RTECT
STATE,QF FLORDA
CT ` it
F-PRINTDA 10/19/17
aCALM 1/4"=1'-0"
DIVE"
1A
L— 3
L— 4
(2) 3052-SH
EGRESS l2) 3052-SH
I
LIVING ROOM LANAI
8'-8' CLG.
I
OWNER'S I
g SUIT
g G 6068 SGD.
L— 6
KUI NG
1 I
Oo, 00-------,
BATH
W,I•C• I I
8'-8' GLG. I I
I I
--�®--
I r— 1
------ I
KITCHEN L J
I I N- GLG.
I L--j GLG
PAN-
T 8'-0' GLG
- BDRM. #4/ I
00
DEN
8'-8' GLG.
I I I a$
mw II I
it �w
11
tl
BDRM.#3
8'-8' CLG.
OO r ----- i
I I
OII It O 0
II
II
II BATH #2
:A
-FOYER—
W- ' CLG.
mOI`� I BDRM.#2
I
I
JNTR�rrTp= I
G. I'-7
JI Jim Xt 4 1 (2) 3052-SH
I6'-0'X1'-O'D.HD. I EGRESS
--------------------
L-1
L-10 L—g
SCHEDULE
LINTEL
NOTE:
THE LINTELS MAY BE SU5STITUTED WITH LINTELS FROM ANOTHER
MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR
GREATER CAPACITY THAN THE VALUES STATED
CAST-4409161W LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L 1
Il'-4'
SF2a-IB/IT
L 2
4'-6'
OFI6-08/17
L 3
l'-6'
SF16-ISAT
L 4
II'-4'
BFI6-ISAT
L 5
9'-4'
8F16-I1SAT
L 6
1'-6'
8F24-I15A7
L l
4'-6'
SF6-I15/IT
ASV. DOOR ASSEMBLY, SOTTOM OF LINTEL • 8'-m' APP
L 10
5'-1'
8F12-05/IT
ELEV. 'D', LINTEL SET 6' BACK FROM FRONT OF HOUSE
A R C H I T E C T S
6
Design
Group.. .
1441 N. RONALD KAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.abdosigngroup.com
AA M: 0003325
F
W
U
z
a
cam,
4
F
0
Stnmrv. as LOr
SILVERADO
LOT #43
BLK #6
PROJMW
04128.000-04361
MODMU
4EBB
"1828— CALI"
GARAGM BTMG:
LEFT
PAOR
LINTEL
SCHEDULE
150 MPH EXP. B
DR �A10/19/17
8CALE: 1 /4"=1' — 0"
8*1z=P
Iin
&AFE LOAD T,45L E &
FOR GRAVITY, UPLIFT 4 LATERAL LOADS
8' PRECAST 4 PRESTRESSED U-LINTELS
GRA V 1 T1'
LENGTH TYPE
8F8-08 SF12-06 16- 20- 24- 8- 32-0
811$ Fe-IB 8FI2-I15 6F16-I5 INF20-I15 8F24-15 8F28-I15 aF32-I15
2'-10' l34'J PRECAST 2302 3166 4413 6039 1526 W04 10412 11936
3166 4413 6035 1526 W04 10412 11936
3'-6' C42') PRECAST 2302 313E 3311 4689 6001 1315 8630 9941
3166 4413 6039 1526 W04 10412 1193rb
4'-0' (48') PRECAST 2029 2325 2496 3461 4438 5410 6384 1358
2646 4413 6039 1526 W04 10412 11936
4'-6' C54') PRECAST 1181 IS13 2651K545e
4149 4896 5644
1651 2110 4021 6039 W04 10412 9668
5'-4' C64") PRECAST 1184 1223 1301 1805 2826 3336 3846
1665 2889 5051 5400 6424 1450
5'-10'l10') PRECAST 9 12 1000 1059 1414 2304 2121 3131
1459 2464 4144 4431 5280 6122
6'-6°(18") PRECAST cJ31 1255 2101 3263 3358 3911 4585
1255 2101 3396 5260 1134 S555 6890
102E I615 2385 1994 2439 2886 3333
T-6' (90')PRECAST 16'T 102E 1615 2610 3839 5596 6613 5041
9'-4' (112') PRECAST 5i3 632 104E 1469 1210 1482 1154 2021
168 1212 We 2544 3469 4030 3121
10'-6'C126`) PRECAST ¢ej6 482 802 1125 915 1122 1328 1535
658 1025 1514 2081 2114 3130 2404
Il'-4' (136') PRECAST 445 598 935 1365 054 2355 1193 2015
598 935 1365 1854 2441 3155 4044
12'-O'(144") PRECAST ¢i¢ 545 864 1254 1689 2014 1510 I818
555 864 1254 1693 2211 2832 35W
13'-4"(160')PRECAST 362 421 126 1028 1331 1635 1224 1418
4e5 148 1016 1436 le55 2343 2920
W-O'(168') PRECAST 338 381 640 1 919 Ilso 1462 1061 1260
455 100 1003 1335 1114 2153 2666
14'-8' (1167 PRESTRESSED NR NR NR NR NR NR NR
N.R. 465 165 1310 2045 2610 -1185 3165
15'-4' C184'J PRESTRESSED NR NR NR NR NR NR NR
N.R. 420 695 1250 1655 2310 28W 3410
IT-4'(206')PRESTRESSED NR NR NR NR NR NR NR
N.R. 310 530 S50 1400 1800 2200 2600
19'-4' (232') PRESTRESSED NR NR NR NR NR NR NR
N.R. 240 400 150 10990 WOO 1120 2030
21'-4' (25(b')PRE5TRESSED NR NR NR NR NR NR NR
N.R. 183 330 ve 540 1340 1180 2110
22'-0'(2(b4')PRESTRE5SED NR NR NR NR NR NR NR
N.R. 160 300 510 810 1250 1660 IS10
24'-0t288')PRESTRESSED NR NR NR NR NR NR NR
N.R. 130 1 240 1 410 120 1030 1350 1610
MATERIALS
I. F'c precast lintels - 3500 pal.
2. F'c prestressed lintels = 6000 psi.
3. F'c grout = 3000 pal w/ maximum 316' aggregate.
4. Concrete masonry units (CMU) per ASTM C90 w/
minimum net area compressive strength - 1900 psi.
5. Rebar provided In precast lintel per ASTM A615 GR60.
Field rebar per ASTM A615 GR40 or GR60.
6. Prestressing strand per ASTM A416 grade
210 low relaxation.
1. 1/32 wire per ASTM A510.
8. Mortar per ASTM C210 type M or S.
8' PRECAST 4 PRESTRESSED U-LINTELS
CR�r UI L IFT LATERAL
TYPE 8-Ir2ll�5
I6-IT 20-IT 24-IT 28-IT 8F32-IT
LENGTH 8-2 I6-2T 20-2N4532
28-2 SF32-2T SUB 8F8
2'-10'(34') PRECAS7 2121 4101 53321811 90552021 2021
2121 3981 51901630 B85121653260 42316204 1192
3'-6' (42') PRECAST 2165 3165 4125606I 1036 1251 1251
4'-0' (48') PRECAST 1818 1989 2832 3680 5381 6245
1815 1525 2150 3583 4422 5264 1 6110 935 938
4'-(o' (54') PRECAST 1660 1162 2501 3251 4010 4161 5525 -12-1 121
1660 1105 2435 3111 3913 4658 5406
1393' 1484 2110 2141 3315 4010 4648
5'-4' l64") PRECAST 1393 1431 2050 2610 3293 3920 4549 505 505
51-101001) PRECAST 1212. 1351 1930 2505 3084 3665 424-1 418 416
1212 1315 1815 2441 3010 3583 41—r
(1B") PRECAST 1141' 1200 1133 2250 2169 32SO 3812 101 �
1141 1182 1684 2192 2103 3216 3132
T-6' (90')PRECAST %BBe. S12 1415 1914 2354 2191 3240 591 65-1
SW 102E 1466 1901 2351 2191 3245
9'-4' (112') PRECAST 801' 612 SW 1269 1560 1852 2144
WI 155 1192 1550 1910 2211 2634 454 30
10'-6'(126') PRECAST 116- 498 153 1021 1261 1456 1131 396 493
116 bIl 1039 1383 1111 2034 2358
Il'-4' (136") PRECAST 666' 439 696 899 1104 130E I5I5 363 556
666 535 905 1295 1595 I896 21W
12'-O'(I44') PRECAST 601• 400 631 616 1001 1186 1312 340 494
631 486 818 1209 1514 1199 2086
13'-4" 060') PRECAST 500' 340 532 686 841 991 1153 302 398
513 409 682 1004 1361 1631 1891
14'-O'(168') PRECAST 458' 316 493 635 118 922 1065 286 360
548 318 629 S22 1254 1561 1016
243 295 45S 591 124 851 990
14'-8' (Il6') PRESTRESSED 243 352 582 852 1156 1491 1142 N.R 351
228 21S 430 553 611 801 925
15'-4' (84') PRESTRESSED 228 329 $42 -lei 1012 1381 I616 N.R. 321
IBIS 236 361 464 561 610 114
il'-4' (208')PRE$TRESSED lea 216 449 649 814 1121 1389 N.R. 255
IV-4' (232') PRESTRESSED 165 201 313 401 490 518 661 N.R.204
165 23S 383 550 136 940 1"
21'-4' (256°)PRESTRESSED 145 186 218 356 433 512 590
142 212 336 411 635 WI 993 N.R. 112
22'-O'(264')PRESTRESSED 140 180 268 343 L 418 493 S68
131 205 322 451 bml 111 941 N.R. 161
24'-O'(288') PRESTRESSED 121 165 244 312 380 441 r N.R. 135
124 186 290 408 538 680 833
GENERAL NOTES
'REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR
8' PRECAST W/ 2' RECESS DOOR U-LINTELS
R� GF,,4ViTT'
TYPE 6- 13"10-0B awl Is- 8RF22- 6- 8RF30-09
LENGTH 9141F6-115 &WIC -as OW14-0 SWID-18 61IF22-19 EW26-1115 SM30-IB
4'-4' (52') PRECAST 148E 159I 3053 2982 3954 4529 5SO4 6880
1821 3412 4982 6412 1941 9416 10816
4'-6' (54') PRECAST 1351 1449 2182 2114 3600 4401 5315 6264
1102 3412 4982 6412 1941 9416 10818
(68°)PRECAST 185 832 1602 5 1550 2058 266 3015 3585
1153 2102 4014 6412 1 651rc 5814 6839
5'-10' (10') PRECAST In119 1500 1449 1524 2400 2816 3352
1103 2051 3811 6412 6516 5450 6411
6'-8' (80')PRECAST 822 901 1611 2933 2516 3223 3812 4522
901 Irbil 2933 4100 6130a21544343S
�'-6" C90')PRECAST 665 161 1311 2252 1958 2451 164 1311 2329 3609 5492 9'-8' (llro') PRECAST 311 420 834 1253 10111342535 928 1491 21113 2618
8' PRECAST W1 2' RECESS DOOR U-LINTELS
*M U I L I F T LATERAL
TYPE .-IT awic-iT aRcx.rr aRFls-R ZRF22-IT BRF26-IT OW30-I
LENGTH 81S6-2T 6WI0-2T OW14-2T 9RFIa-2T aRF22-2T 61F26-2 BRF30-2 8RU 8RF
r.
4'-4' (52') PRECAST 1244 1513 2413 3260 4112 4961 5825 '332 932
1244 ISIS 2339 3110 4005 4850 5696
4'-6` (54°) PRECAST 1192 501 2311 3121 3931 4156 5511 B53 853
1192 1455 2240 3036 3831 4643 5453
51-81 (roe') PRECAST 924' 1112 1195 2423 3055 3689 4325 501 Sol
924 1132 1141 2351 2918 3603 4230
5'-10' (l0') PRECAST a96- 1138 1142 2352 2965 3581 4198 469 469
896 1099 1690 2288 28SI 3491 4106
6'-8' (80')PRECAST 118 882 1513 2042 2513 3101 3642 830 11"
ll8 956 1468 1981 2509 3035 3563
l'-6' l90') PRECAST 688 651 1325 1810 22W 2153 322-1 110 941
688 849 1302 1162 2225 2690 3151
9'-8' (116') PRECAST 533' 433 SOS 1123 1413 1104 1995 516 614
533 521 1009 1369 1128 2088 2450
TYPE DESIGNATION
F = FILLED WITH GROUT / U - UNFILLED
r QUANTITY OF +5 REBAR AT
I
BOTTOM OF LINTEL CAVITY
81=1ro -15/1T
NOMINAL WIDTH L QUANTITY OF
•
MIS
NOMINAL HEIGHT REBAR AT TOP
SAFE LOAD TABLE NOTES
-REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR
I. Provide Full mortar head and bed Joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed L/360 vertical deflection, except lintels IT-4'-4' and
longer with a nominal height of S' meet or exceed L/180.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
1, 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided In composite lintel In lieu of concrete masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
a
J I`_I
:315
w
S
J
_Z
—'S MBAR AT TOP
MIN. (1)REQ'D
I-I/2' CLEAR
G.M.U.
"5 REBAR AT BOTTOM
OF LINTEL CAVITY
6
8' NOM
1-5ie'Ac7uAL � BOTTOM REINFORCING
PROVIDED IN LINTEL
INAL WIDTH (VARIES)
I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled
51 lintels must be reduced by 20if bearing length is less than 6-112'.
$are loads for all recessed lintels based on 8' nominal bearing.
2. N.R - Not Rated.
3. Safe loads are total superimposed allowable load on the section specified.
4. Safe loads based on grade 40 or grade 60 field rebar.
5. Additional lateral load capacity can be obtained by the designer by providing
addional reinforced masonry above the precast lintel.
6. One 01 rebar may be substituted for two 115 rebars in 6' lintels only.
1. The designer may evaluate concentrated loads from the safe load tables by
calculating the maximum resisting moment and shear at d-away from the face of support.
8. For composite lintel heights not shown, use safe load from next lower height.
9• All safe loads in units of pounds per linear foot.
A R C N I T E C T R
Design
Grou :n�.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL32750
PH: 407-774$078
FAX: 407.774.4078
www.abdealgngrou p.c«n
AA #: 0003328
f PQ
MATERIALS
I. F'c precast lintels - 3500 pal.
2. F'c prestressed lintels = 6000 psi.
3. F'c grout = 3000 pal w/ maximum 316' aggregate.
4. Concrete masonry units (CMU) per ASTM C90 w/
minimum net area compressive strength - 1900 psi.
5. Rebar provided In precast lintel per ASTM A615 GR60.
Field rebar per ASTM A615 GR40 or GR60.
6. Prestressing strand per ASTM A416 grade
210 low relaxation.
1. 1/32 wire per ASTM A510.
8. Mortar per ASTM C210 type M or S.
8' PRECAST 4 PRESTRESSED U-LINTELS
CR�r UI L IFT LATERAL
TYPE 8-Ir2ll�5
I6-IT 20-IT 24-IT 28-IT 8F32-IT
LENGTH 8-2 I6-2T 20-2N4532
28-2 SF32-2T SUB 8F8
2'-10'(34') PRECAS7 2121 4101 53321811 90552021 2021
2121 3981 51901630 B85121653260 42316204 1192
3'-6' (42') PRECAST 2165 3165 4125606I 1036 1251 1251
4'-0' (48') PRECAST 1818 1989 2832 3680 5381 6245
1815 1525 2150 3583 4422 5264 1 6110 935 938
4'-(o' (54') PRECAST 1660 1162 2501 3251 4010 4161 5525 -12-1 121
1660 1105 2435 3111 3913 4658 5406
1393' 1484 2110 2141 3315 4010 4648
5'-4' l64") PRECAST 1393 1431 2050 2610 3293 3920 4549 505 505
51-101001) PRECAST 1212. 1351 1930 2505 3084 3665 424-1 418 416
1212 1315 1815 2441 3010 3583 41—r
(1B") PRECAST 1141' 1200 1133 2250 2169 32SO 3812 101 �
1141 1182 1684 2192 2103 3216 3132
T-6' (90')PRECAST %BBe. S12 1415 1914 2354 2191 3240 591 65-1
SW 102E 1466 1901 2351 2191 3245
9'-4' (112') PRECAST 801' 612 SW 1269 1560 1852 2144
WI 155 1192 1550 1910 2211 2634 454 30
10'-6'(126') PRECAST 116- 498 153 1021 1261 1456 1131 396 493
116 bIl 1039 1383 1111 2034 2358
Il'-4' (136") PRECAST 666' 439 696 899 1104 130E I5I5 363 556
666 535 905 1295 1595 I896 21W
12'-O'(I44') PRECAST 601• 400 631 616 1001 1186 1312 340 494
631 486 818 1209 1514 1199 2086
13'-4" 060') PRECAST 500' 340 532 686 841 991 1153 302 398
513 409 682 1004 1361 1631 1891
14'-O'(168') PRECAST 458' 316 493 635 118 922 1065 286 360
548 318 629 S22 1254 1561 1016
243 295 45S 591 124 851 990
14'-8' (Il6') PRESTRESSED 243 352 582 852 1156 1491 1142 N.R 351
228 21S 430 553 611 801 925
15'-4' (84') PRESTRESSED 228 329 $42 -lei 1012 1381 I616 N.R. 321
IBIS 236 361 464 561 610 114
il'-4' (208')PRE$TRESSED lea 216 449 649 814 1121 1389 N.R. 255
IV-4' (232') PRESTRESSED 165 201 313 401 490 518 661 N.R.204
165 23S 383 550 136 940 1"
21'-4' (256°)PRESTRESSED 145 186 218 356 433 512 590
142 212 336 411 635 WI 993 N.R. 112
22'-O'(264')PRESTRESSED 140 180 268 343 L 418 493 S68
131 205 322 451 bml 111 941 N.R. 161
24'-O'(288') PRESTRESSED 121 165 244 312 380 441 r N.R. 135
124 186 290 408 538 680 833
GENERAL NOTES
'REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR
8' PRECAST W/ 2' RECESS DOOR U-LINTELS
R� GF,,4ViTT'
TYPE 6- 13"10-0B awl Is- 8RF22- 6- 8RF30-09
LENGTH 9141F6-115 &WIC -as OW14-0 SWID-18 61IF22-19 EW26-1115 SM30-IB
4'-4' (52') PRECAST 148E 159I 3053 2982 3954 4529 5SO4 6880
1821 3412 4982 6412 1941 9416 10816
4'-6' (54') PRECAST 1351 1449 2182 2114 3600 4401 5315 6264
1102 3412 4982 6412 1941 9416 10818
(68°)PRECAST 185 832 1602 5 1550 2058 266 3015 3585
1153 2102 4014 6412 1 651rc 5814 6839
5'-10' (10') PRECAST In119 1500 1449 1524 2400 2816 3352
1103 2051 3811 6412 6516 5450 6411
6'-8' (80')PRECAST 822 901 1611 2933 2516 3223 3812 4522
901 Irbil 2933 4100 6130a21544343S
�'-6" C90')PRECAST 665 161 1311 2252 1958 2451 164 1311 2329 3609 5492 9'-8' (llro') PRECAST 311 420 834 1253 10111342535 928 1491 21113 2618
8' PRECAST W1 2' RECESS DOOR U-LINTELS
*M U I L I F T LATERAL
TYPE .-IT awic-iT aRcx.rr aRFls-R ZRF22-IT BRF26-IT OW30-I
LENGTH 81S6-2T 6WI0-2T OW14-2T 9RFIa-2T aRF22-2T 61F26-2 BRF30-2 8RU 8RF
r.
4'-4' (52') PRECAST 1244 1513 2413 3260 4112 4961 5825 '332 932
1244 ISIS 2339 3110 4005 4850 5696
4'-6` (54°) PRECAST 1192 501 2311 3121 3931 4156 5511 B53 853
1192 1455 2240 3036 3831 4643 5453
51-81 (roe') PRECAST 924' 1112 1195 2423 3055 3689 4325 501 Sol
924 1132 1141 2351 2918 3603 4230
5'-10' (l0') PRECAST a96- 1138 1142 2352 2965 3581 4198 469 469
896 1099 1690 2288 28SI 3491 4106
6'-8' (80')PRECAST 118 882 1513 2042 2513 3101 3642 830 11"
ll8 956 1468 1981 2509 3035 3563
l'-6' l90') PRECAST 688 651 1325 1810 22W 2153 322-1 110 941
688 849 1302 1162 2225 2690 3151
9'-8' (116') PRECAST 533' 433 SOS 1123 1413 1104 1995 516 614
533 521 1009 1369 1128 2088 2450
TYPE DESIGNATION
F = FILLED WITH GROUT / U - UNFILLED
r QUANTITY OF +5 REBAR AT
I
BOTTOM OF LINTEL CAVITY
81=1ro -15/1T
NOMINAL WIDTH L QUANTITY OF
•
MIS
NOMINAL HEIGHT REBAR AT TOP
SAFE LOAD TABLE NOTES
-REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR
I. Provide Full mortar head and bed Joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed L/360 vertical deflection, except lintels IT-4'-4' and
longer with a nominal height of S' meet or exceed L/180.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
1, 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided In composite lintel In lieu of concrete masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
a
J I`_I
:315
w
S
J
_Z
—'S MBAR AT TOP
MIN. (1)REQ'D
I-I/2' CLEAR
G.M.U.
"5 REBAR AT BOTTOM
OF LINTEL CAVITY
6
8' NOM
1-5ie'Ac7uAL � BOTTOM REINFORCING
PROVIDED IN LINTEL
INAL WIDTH (VARIES)
I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled
51 lintels must be reduced by 20if bearing length is less than 6-112'.
$are loads for all recessed lintels based on 8' nominal bearing.
2. N.R - Not Rated.
3. Safe loads are total superimposed allowable load on the section specified.
4. Safe loads based on grade 40 or grade 60 field rebar.
5. Additional lateral load capacity can be obtained by the designer by providing
addional reinforced masonry above the precast lintel.
6. One 01 rebar may be substituted for two 115 rebars in 6' lintels only.
1. The designer may evaluate concentrated loads from the safe load tables by
calculating the maximum resisting moment and shear at d-away from the face of support.
8. For composite lintel heights not shown, use safe load from next lower height.
9• All safe loads in units of pounds per linear foot.
A R C N I T E C T R
Design
Grou :n�.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL32750
PH: 407-774$078
FAX: 407.774.4078
www.abdealgngrou p.c«n
AA #: 0003328
f PQ
GENERAL NOTES
'REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR
8' PRECAST W/ 2' RECESS DOOR U-LINTELS
R� GF,,4ViTT'
TYPE 6- 13"10-0B awl Is- 8RF22- 6- 8RF30-09
LENGTH 9141F6-115 &WIC -as OW14-0 SWID-18 61IF22-19 EW26-1115 SM30-IB
4'-4' (52') PRECAST 148E 159I 3053 2982 3954 4529 5SO4 6880
1821 3412 4982 6412 1941 9416 10816
4'-6' (54') PRECAST 1351 1449 2182 2114 3600 4401 5315 6264
1102 3412 4982 6412 1941 9416 10818
(68°)PRECAST 185 832 1602 5 1550 2058 266 3015 3585
1153 2102 4014 6412 1 651rc 5814 6839
5'-10' (10') PRECAST In119 1500 1449 1524 2400 2816 3352
1103 2051 3811 6412 6516 5450 6411
6'-8' (80')PRECAST 822 901 1611 2933 2516 3223 3812 4522
901 Irbil 2933 4100 6130a21544343S
�'-6" C90')PRECAST 665 161 1311 2252 1958 2451 164 1311 2329 3609 5492 9'-8' (llro') PRECAST 311 420 834 1253 10111342535 928 1491 21113 2618
8' PRECAST W1 2' RECESS DOOR U-LINTELS
*M U I L I F T LATERAL
TYPE .-IT awic-iT aRcx.rr aRFls-R ZRF22-IT BRF26-IT OW30-I
LENGTH 81S6-2T 6WI0-2T OW14-2T 9RFIa-2T aRF22-2T 61F26-2 BRF30-2 8RU 8RF
r.
4'-4' (52') PRECAST 1244 1513 2413 3260 4112 4961 5825 '332 932
1244 ISIS 2339 3110 4005 4850 5696
4'-6` (54°) PRECAST 1192 501 2311 3121 3931 4156 5511 B53 853
1192 1455 2240 3036 3831 4643 5453
51-81 (roe') PRECAST 924' 1112 1195 2423 3055 3689 4325 501 Sol
924 1132 1141 2351 2918 3603 4230
5'-10' (l0') PRECAST a96- 1138 1142 2352 2965 3581 4198 469 469
896 1099 1690 2288 28SI 3491 4106
6'-8' (80')PRECAST 118 882 1513 2042 2513 3101 3642 830 11"
ll8 956 1468 1981 2509 3035 3563
l'-6' l90') PRECAST 688 651 1325 1810 22W 2153 322-1 110 941
688 849 1302 1162 2225 2690 3151
9'-8' (116') PRECAST 533' 433 SOS 1123 1413 1104 1995 516 614
533 521 1009 1369 1128 2088 2450
TYPE DESIGNATION
F = FILLED WITH GROUT / U - UNFILLED
r QUANTITY OF +5 REBAR AT
I
BOTTOM OF LINTEL CAVITY
81=1ro -15/1T
NOMINAL WIDTH L QUANTITY OF
•
MIS
NOMINAL HEIGHT REBAR AT TOP
SAFE LOAD TABLE NOTES
-REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR
I. Provide Full mortar head and bed Joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed L/360 vertical deflection, except lintels IT-4'-4' and
longer with a nominal height of S' meet or exceed L/180.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
1, 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided In composite lintel In lieu of concrete masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
a
J I`_I
:315
w
S
J
_Z
—'S MBAR AT TOP
MIN. (1)REQ'D
I-I/2' CLEAR
G.M.U.
"5 REBAR AT BOTTOM
OF LINTEL CAVITY
6
8' NOM
1-5ie'Ac7uAL � BOTTOM REINFORCING
PROVIDED IN LINTEL
INAL WIDTH (VARIES)
I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled
51 lintels must be reduced by 20if bearing length is less than 6-112'.
$are loads for all recessed lintels based on 8' nominal bearing.
2. N.R - Not Rated.
3. Safe loads are total superimposed allowable load on the section specified.
4. Safe loads based on grade 40 or grade 60 field rebar.
5. Additional lateral load capacity can be obtained by the designer by providing
addional reinforced masonry above the precast lintel.
6. One 01 rebar may be substituted for two 115 rebars in 6' lintels only.
1. The designer may evaluate concentrated loads from the safe load tables by
calculating the maximum resisting moment and shear at d-away from the face of support.
8. For composite lintel heights not shown, use safe load from next lower height.
9• All safe loads in units of pounds per linear foot.
A R C N I T E C T R
Design
Grou :n�.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL32750
PH: 407-774$078
FAX: 407.774.4078
www.abdealgngrou p.c«n
AA #: 0003328
f PQ
8' PRECAST W1 2' RECESS DOOR U-LINTELS
*M U I L I F T LATERAL
TYPE .-IT awic-iT aRcx.rr aRFls-R ZRF22-IT BRF26-IT OW30-I
LENGTH 81S6-2T 6WI0-2T OW14-2T 9RFIa-2T aRF22-2T 61F26-2 BRF30-2 8RU 8RF
r.
4'-4' (52') PRECAST 1244 1513 2413 3260 4112 4961 5825 '332 932
1244 ISIS 2339 3110 4005 4850 5696
4'-6` (54°) PRECAST 1192 501 2311 3121 3931 4156 5511 B53 853
1192 1455 2240 3036 3831 4643 5453
51-81 (roe') PRECAST 924' 1112 1195 2423 3055 3689 4325 501 Sol
924 1132 1141 2351 2918 3603 4230
5'-10' (l0') PRECAST a96- 1138 1142 2352 2965 3581 4198 469 469
896 1099 1690 2288 28SI 3491 4106
6'-8' (80')PRECAST 118 882 1513 2042 2513 3101 3642 830 11"
ll8 956 1468 1981 2509 3035 3563
l'-6' l90') PRECAST 688 651 1325 1810 22W 2153 322-1 110 941
688 849 1302 1162 2225 2690 3151
9'-8' (116') PRECAST 533' 433 SOS 1123 1413 1104 1995 516 614
533 521 1009 1369 1128 2088 2450
TYPE DESIGNATION
F = FILLED WITH GROUT / U - UNFILLED
r QUANTITY OF +5 REBAR AT
I
BOTTOM OF LINTEL CAVITY
81=1ro -15/1T
NOMINAL WIDTH L QUANTITY OF
•
MIS
NOMINAL HEIGHT REBAR AT TOP
SAFE LOAD TABLE NOTES
-REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR
I. Provide Full mortar head and bed Joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed L/360 vertical deflection, except lintels IT-4'-4' and
longer with a nominal height of S' meet or exceed L/180.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
1, 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided In composite lintel In lieu of concrete masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
a
J I`_I
:315
w
S
J
_Z
—'S MBAR AT TOP
MIN. (1)REQ'D
I-I/2' CLEAR
G.M.U.
"5 REBAR AT BOTTOM
OF LINTEL CAVITY
6
8' NOM
1-5ie'Ac7uAL � BOTTOM REINFORCING
PROVIDED IN LINTEL
INAL WIDTH (VARIES)
I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled
51 lintels must be reduced by 20if bearing length is less than 6-112'.
$are loads for all recessed lintels based on 8' nominal bearing.
2. N.R - Not Rated.
3. Safe loads are total superimposed allowable load on the section specified.
4. Safe loads based on grade 40 or grade 60 field rebar.
5. Additional lateral load capacity can be obtained by the designer by providing
addional reinforced masonry above the precast lintel.
6. One 01 rebar may be substituted for two 115 rebars in 6' lintels only.
1. The designer may evaluate concentrated loads from the safe load tables by
calculating the maximum resisting moment and shear at d-away from the face of support.
8. For composite lintel heights not shown, use safe load from next lower height.
9• All safe loads in units of pounds per linear foot.
A R C N I T E C T R
Design
Grou :n�.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL32750
PH: 407-774$078
FAX: 407.774.4078
www.abdealgngrou p.c«n
AA #: 0003328
f PQ
TYPE DESIGNATION
F = FILLED WITH GROUT / U - UNFILLED
r QUANTITY OF +5 REBAR AT
I
BOTTOM OF LINTEL CAVITY
81=1ro -15/1T
NOMINAL WIDTH L QUANTITY OF
•
MIS
NOMINAL HEIGHT REBAR AT TOP
SAFE LOAD TABLE NOTES
-REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR
I. Provide Full mortar head and bed Joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed L/360 vertical deflection, except lintels IT-4'-4' and
longer with a nominal height of S' meet or exceed L/180.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
1, 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided In composite lintel In lieu of concrete masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
a
J I`_I
:315
w
S
J
_Z
—'S MBAR AT TOP
MIN. (1)REQ'D
I-I/2' CLEAR
G.M.U.
"5 REBAR AT BOTTOM
OF LINTEL CAVITY
6
8' NOM
1-5ie'Ac7uAL � BOTTOM REINFORCING
PROVIDED IN LINTEL
INAL WIDTH (VARIES)
I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled
51 lintels must be reduced by 20if bearing length is less than 6-112'.
$are loads for all recessed lintels based on 8' nominal bearing.
2. N.R - Not Rated.
3. Safe loads are total superimposed allowable load on the section specified.
4. Safe loads based on grade 40 or grade 60 field rebar.
5. Additional lateral load capacity can be obtained by the designer by providing
addional reinforced masonry above the precast lintel.
6. One 01 rebar may be substituted for two 115 rebars in 6' lintels only.
1. The designer may evaluate concentrated loads from the safe load tables by
calculating the maximum resisting moment and shear at d-away from the face of support.
8. For composite lintel heights not shown, use safe load from next lower height.
9• All safe loads in units of pounds per linear foot.
A R C N I T E C T R
Design
Grou :n�.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL32750
PH: 407-774$078
FAX: 407.774.4078
www.abdealgngrou p.c«n
AA #: 0003328
f PQ
W
U
w
0
y
O
0
BTTS,DIV. LL IOT:
SILVERADO
LOT #43
BLK #6
PROJmCT*
04128.000-04361
MoaRIT-A
4EBB
"1828—CALI"
cswxwcss ewaNa:
LEFT
PARiS:
SAFE LOAD
TABLES
(CAST—CRETE)
150 MPH EXP. B
ARCHITECTS
STATE OF FLORID
2 201
F-PaINT -I
DATJM
10/19/17
ax111IMr
1 B.1
co1Wrff AID CLAM*
1MD L0A08
BASIC W!D E%POBURE
FOR 3 SEOOND
d16f8
OPENAIDB
SUM
ZONE
soWHww(OA
FOAM
AND TYPE
FOOTAGE
MIN. WINDOW
10
5
25/-33
CRITERIA
EXTERIOR SWIG
IS
5
24/-31
DR. MIN. CRITERIA
S.G.D. MIN.
41
5
22/-28
CRITERIA
16010 O.H.D.
112
5
21/-25
BASIC WIND SPEED MPH = 150 (Vult) INTERNAL
PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=1I,
EXP.=B, MEAN ROOF HT. = 15'-0"
PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2
OF THE FBCR 5TH ED. 2014 TO MEET TESTED
ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE
PRODUCT MANUFACTURER. COWLDAhO7
N * 4'
OBL.
TOP
PLATE 0
in
BAR DETAIL
A SCALE:1/2'.I'_C'
. A D
Id
(2) 3052-9H
EGRESS
I
LIVING ROOM
1
LANAI
8'-8'
a
14'-2"
OWNER'S
=i
bobs SGD.
CLG.
'------
jDI
NG
xa
I= v 4r'lol
4'_B ?
I'la'
V.
-IR-L%4
aA c G.
ry' I-C.-------
L V. -
A-
-
- - - b36 I
OQ 8'
iv 8 8 L•G IN
?e m
2'-4' Irc
5'_B„ 6'-a• r b'-B' - -_ --__-
KITCHEN
8'-8' GLG
_-
5HM PAN
- -- J DW
_
I OPT. I
I REF I
ro
- 82-ISH SINK
sb36
b 4
L__J
iR-15E1 @ -- I IQ • I LAUN. a
12 3'-6' B'-la'
U
2'-la" 1"
10� 18 8
b36 RANGE
N
I --
PAN.
BDRD#
EN 4/
�o �s ARCH V O
_
3-sH
c.
I�
n B
v11c��
u18
mI
—
- A 'R\� aii _
ro IRA �.'�
M.#
D6'
CLG.
v
ATTIC I AIC I ry
L ACCESS j
0 II
i
BOLLARD
AV.
O
10
AS REQ. =II
PER BLDG. roI III a
UI>
ry'
BATH #2
CODE
8'-8' CLG.
�FN
SQII
GARAGE
v.
FOYER
a' -a' CLG.
a
BDRM.#2
3068 W/ 6
m
8'-8' CLG.
36'XIC' TRANS.
BOTTOM OF
al
v
m
�� 1
a s
v
161-01X'I'-010.1-I.D. I
l2) 3052-SN
EGRESS
16'-0" 2'-8" 6'3'-10. 4'_0"
214 * 4 -
14'-0'
FLOOR PLAN
NOTE:
-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 50LID
DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
- FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR W/
TRANSOM (SINGLE ASSEMBLY)
- 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE
EQUIPPED W/ SELF -CLOSING DEVICE 1R302B.1) FBCR 5TH ED. 12014).
EXTERIOR MASONRY
WALL BRG. HEIGHTS
9'-a' ERG.
SQ.FT. CALC. S
LIVING
1a2a SQ. FT.
GARAGE
430 SQ, FT.
ENTRY
Ib SQ. FT.
LANAI
88 SQ. FT.
TOTAL
2362 SQ. FT.
A R C H I T R C T 5
6
Gr esi In
L441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.s bdeslgngrou p.com
AA A: 0003325
w
y
0
0
0
4
cam,
O
0
a
V
SILVERADO
LOT #43
BLK #6
PROJ1l1 w
04128.000— 04361
1[ODffiLc
4EBB
"1828— CALI"
GARAGE sWWO.
LEFT
PAGE:
FLOOR
PLAN
150 MPH EXP. B
ARCHITECT
3TA OF FLEA
OC 20
DwTL". 10/19/17
SCALE: 1 /4"=1'- 0"
BIiEE'P
2
6 it / OFF RIDGE T
00 IMMIEW
REAR ELEVATION
TEXTURED FINISH
VBRG. HGT, 0
FYPON LV12X24
OR EQUIVALENT
S'-S' ERG. HGT.
0'
OPT, COACH
LIGHT
0'-O' FIN. FLR 0'-01 FIN. FLR
U-
OFF RIDGE VENT
�a
r
0'.0' FIN. FLR L`I
LEFT ELEVATION
TEXTURED FINISH
OFF RIDGE VENT OFF RIDGE T
EQ.
EQ.
ro
/ ROOF
E. EQ. EQ. EQ.
FYPON
12 BKTIIXII OR
WA3
4 EQUIVALENT
6�
1
5
RA Lj RA WA1
7B U 71 1
WA —= WA
I6'X62' FYPON
Fk
- _ DECO.
Tu
0 14 SHUTTER OR
® RA TYP. EQUIVALENT
R � aiff
4� 4' RAISED F BAND (TYP.)
IL
' Y
4,0'-0' FIN. FLR_
FRONT ELEVATION
TEXTURED FINISH
NOTE: WALL FENESTRATION FLASHING AS PER FBCR RI03,0.1
OFF RIDGE VENT
Y I _m•
00=0' FIN. FLR
RIGHT ELEVATION
TEXTURED FINISH
• FIN. FLR
AREA OF ATTIC
= 2364 SO, FT.
NET FREE VENTILATION AREA REQUIRED
= 1/300
REQUIRED VENTILATION AREA
= 2364/300
= 7.88
VENTILATION AREA X SO. INCHES PER Fr.(144)
= 1134.72 SQ. IN.
MIN. REQUIRED VENTILATION
= .5X 1134.72
IN UPPER PORTION OF ATTIC
- 567.36 SQ. IN.
OFF RIDGE VENTILATION AREA
= 115 SQ. IN. PER VENT
567.36 /115
TOTAL #OF VENTS REQUIRED
4M357
TOTAL#OF VENTS PROVIDED
a 5
"AREA OF ATTIC IS TPERITER OF THE HOUSE,
MI
LESS THE OVERHANG
(FJ(TERIOR OF WALLTOHE
EXTERIOR OF WALL,
NO OVERHANGS INCLUDED)
z-m
I
nLOUVER DETAIL
tl SCALE: 1/2' 1'-0'
A R C N I T E C T 3
nOC�dA
FAX 407.7744C178
www.abdesigngroup...
AA #: 0003325
W
x
h
V
W
O
0
F
sr
2
1 aysa:v as LOT:
SILVERADO
LOT #43
BLK #6
PROJECT*
04128.000-04361
moaE>1�
4EBB
1828— CALI"
GARAGE awnaG-
LEFT
PAGE:
FRONT,REAR
LEFT &
RIGHT
ELEV. "D"
150 MPH EXP. B
ARCHMECTI
STATE OF FLORIDA
Ar3lk7
DATjj 10/19/17
aCALE: 1 /4"=1' - 0"
a11111M
3D
.. _DENOTE RAT F4 • I0' O/G MAX.
— .. s DENOTE 2X0 6TRWA4OC f 10' O/C MAX
FRAMING PLAN
CCA 01/14/14
A R C H I T R C T 8
6
Design
Grou .a
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 327W
PH: 407-774E078
FAX 407-7744078
W ww.abdesigngroup.com
AA #: 0003325
s.
y
0
m
0
c
auBDZV. sa LOT
SILVERADO
LOT #43
BLK #6
PROJ=T#
04128.000-04361
MODM*..
4EBB
"1828- CALI"
GAF.AQZ WVrMG:
LEFT
PAGZC:
FRAMING
PLAN
ELEVATION
11 D"
150 MPH EXP. B
DATij 10/19/17
SCAM 1/4"=1'-O"
aH wr
4D
CONNECTOR
SCHEDULE ICONTROL DATE, 01-05-11
SIMPSON
USP
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-16
1450
HTA 16-10
1625
(0) 10d x 1 1/2' I -PLY, (6) I6d 2-PLY, (USP: (10) 10d X 1 1/2' - NO I6d OPTION)
(2) META-16
B85
(2) HTA 16-I8
20"
(10) 10d x 1 1/2' )-PLY, (USP, (10) Tod x 1 12')
2515
(14) I6d 2-PLY (USP: NO I6d OPTION)
WETA-16
I810
HTA 16
laic
(5) 10d x 1 1/2' I -PLY, (5) I6d 2-PLY USP: (10) 10d x 1 1/2', NO 166 OPTION
HETA-20
1810
HTA 20
laic
(9) 10d x 1 12' I -PLY, (8) I6d 2-PLY USP: (10) 10d x 1 12', NO I6d OPTION
>_
Ck�
Z
(2) HETA-20
203S
(2)WTA-20
3230
(10) 10d x 1 1/2' I -PLY USP: (10) 10d x 11/2'
2500
(12) I6d 2-PLY (uSP: NO I6d OPTION)
O
LGT-2
2150
LUGT-2
1550
(1) - 1/4' x 2 1/4' TITEN, 2 (USP: BLK (5) 114' WB, WOOD (16) 106
V)
DETAL-20
24M
DHTA-20
2430
(18) - 10d x 1 12, 1 PLY
MST
3965
MUGT
4115
(V 5/B' ATR IN HIGH STRENGTH EPDXY (MIN 12- EMBED), (22) 10d TO WOOD (USP: (28) 10d TO W90D)
HGT-2
10980
HUGT-2
Ww
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), Or.) 10d TO WOOD (USP, WOOD (8) loci)
HGT-3 4
HU3.T-3
9860
(2) 3/4' AT.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (USP: WOOD (9) 10d)
LGT3-9D825
3288
LUGT-3
3525
(12) SOS 1/4'x3' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: CCNC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W825)
LTA2
1210 PARALLEL TO WALL
1210 PERPENDICULAR TO
WALL
LPTA
1510
(10) lod x 1-12' (USP, (10) IDd x 1 12'
vGT
4940
NO USP CONVERSION FOR SIMPSON VGT
(U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6)-SD9 1/4'X3' TO WOOD
(2) VGT
lies
NO USP CONVERSION FOR SIMPSON (2) VGT)
(2) 5/S' AT.R IN HIGH STRENGTH EPDXY (MIN 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY
MTS-12
1000
MTW 12
IM5
(14) 10d x 1 12' CUSP: (14) Oct x 1 1/2% (14) 10d)
MTS-16
1150
HTW 16
1260
(16) lod x 1 12' (U5P: (16) lod x 112', (16) 10d)
HTS-20
1450
HTW 20
1530
(24) 10d x 1 1/2' (USP: (24) IOd x 1 12', (20) 10d)
HTS-24
1450
HTW 24
1530
(24) 10d x 1 12' CUSP: (24) 10d x 1 12', (20) 10d)
LBTA-12 .
S25
LBTA 12
Sw
(10) 10d USP: (10) 10d
LSTA-10 •+
1235
LBTA IB
1235
(14) 10d USP: (14) led
META-18 •.
1315
MSTA-15
1310
(14) 10d USP: (14) 10d
N
MSTA-24 .
1640
MSTA-24
1640
(10) lod USP: (18) lod
d
MSTA-30 ..
2050
MSTA-30
2065
(22) 10d USP, (22) 10d
MSTA-36 +
2050
MSTA-36
2065
(26) loci USP: (26) loci
i
MSTI-36
3800
K611 236
3890
(36) 10d x 1 12' USP, (36) 10d x 1 12'
N
MSTI-40
5065
KTSI 246
5140
(48) 10d x 1 12' USP: (48) 10d x 1 12'
H6
95o
LFTA 6
1210
(8) 8d TO PLATES, (8) 8d TO STUDS (USP: (16) 8d x 1 1/2', (16) 8d)
SP4
885
SPT 4
%45
(6) 10d x 1 12' TO STUDS USP: (6) 10d x 1 12' TO STUDS
A34
355
MP 34
300
(4) 8d x 1 12' TO BEAM, (4) 8d x 1 1/2' TO POST. USP: (4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST.
HCP2
645
HNCP 2
am
(12) 10d x 1 1/2' USP: (10) 10d x 1 12' TO TRUSS, (10) 10d X 1 1/2' TO PLATE
HIOA
IWO
RT 16A
13W
(18) 10d x 1 1/2' USP: (9) 10d x 1 12' TO TRUSS, (8) 10d X 1 12' TO PLATE
VGT 4 HDU4
4S40
PHD 4A
5215
(16)-SDS 1/4'x3' TO WOOD, (10)-SDS 1/4'x2 12' W/ THREADED ROD, (2) N1.11SN)ASHER2 PLY
U5P: 5/8' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WS3 WOOD SCREWS
VGT 4 HD15
4540
TDX IV
10140
llb)-SD9 1/4'x3' TO WOOD, (W-3/4' STUD BOLTS IIJI THREADED ROD, (2) NUTS/WASHER2PLY
USP: 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' THM-BOLTS
ABU 44Z
2200
6665
PAU 44
2535
6115
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (12) I6d TO WOOD USP: SAME AS 51MPSCN
ABU 66Z
2300
12000
PAU 66
25M
IbcoS
lU 5/B' A.T,R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12)16d TO WOOD USP: SAME AS SIMPSON
U)
LTTIS +
1340
LTS M
1205
(V 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (BNcd TO WOOD USP, SAME AS SIMPSON
O
=
LTT2015 ...
1500
LTS 20B
1105
(U 12' A.T.R. IN HIGH STRENGTH EPDXY, (MIN, 1' EMBED.) IN GONG, (IO)10d TO WOOD
U6P: 3/4' ATR MINI' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 12', 2-12'
0
Z
HTT4
4455
WTT45
4160
(1) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN CONC, (18) SOMO X 1 12' (USP, (20) 16d X 2-129
USP HAS MORE NAIL OPTIONS: (20) 10d, (20) IOd x 1-1/2', (20) I6d x 2 12'
Q
NTTS
Soso
WTT45
5005
(U 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN T EMBED,) IN CONC, (26) I6d X 2 12' )USP: (20) I6d X 2-1/2')USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-12', (20) I6d x 2 12'
HWDQII-605 25.
11,810
UPMD II
14395
(V 1' ATR IN HIGH STRENGTH EPDXY, (MIN 10- EMBED.) IN CONC„ (24) SDS Y.' x A' WOOD SCREWS (USP: (24) W63 WOOD SCREWS)
1-1016
6645
TDX 10
10140
(1) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/0' BOLTS)
(n
MBHA 356/1125
3415
5330
NFM35Xl2U
25W
1130
SIMPSON: (1) 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN 6.1S' EMBEDMENT) IN CkW. TOP, (1) 3/4'
ATR IN HIGH STRENGTH EPDXY, (MIN 6,15' EMBEDMENT) IN CM11 FACE, (IBAOd TO BEAM
USP: (1) 12' J-BOLT W/ MINIMUM 6: EMBED, 4 NOT LESS THAN 4' FROM EDGE OF GONG W/ 3/4' DIA ITW
RAMSEVIREDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN 5' EMBED DEPTH INSTALLED IN THE FACE.
W2660
U'
HUSC412 (WOOD)
3635
(FLR)
HU5412IF
3060
2110 (FLR)
(10) I6d i0 HEADER, (I0) I66 TO WOOD USP: SAME A9 91MP9IXJ
3265 (ROOF)
3325 (ROOF)
Z
Q
HUC410 (CMU)
1800
4920
HD410 IF
i305
5000
(10) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CM, (10) 10d TO WOOD: (USP: (18) 1/4' x V WS3 SCREWS, (10) 1" TO WOOD.
USP (20) 3/I6' TAPPER-, (10) 10d TO WOOD
HUC210-2 (CMU)
Woo
S0B5
HD210-21F
1305
5000
(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CM, (10) 10d TO WOOD, (USP, (18) 1/4' x V W83 SCREWS, (10) lod TO WOOD.
USP (20) 3/I6' TAPPER-, (I0) 10d TO WOOD
HUC210.3 (C411J)
1800
9085
Hp210-31f
1305
5000
(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP, (18) V4' x 3' WB3 SCREWS, (10) 10d TO WOOD.
USP (20) 3A6' TAPPER•, (10) IVd TO WOOD
LGUM26-2-SD9
1430
5595
LGUM26-2
2125
6065
(4) 3/8' x 4' TITEN MD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 12' SDS SCREWS TO WOOD,
USP (4) 3/8' X 4' WE BOLT•= W63 WOODSe'REWS
HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
ANCHORNG SYSTEMS.
+ WHERE ANCHOR EMBEDMENT 16 GREATER THAN 1' DEEP, THE VERTICAL CELL IN CM. WALL MUST BE FILLED SOLID w/ GROUT.
« 10d COMMON NAILS CAN BE SUBSTITUTED WITH led x 1 12' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION
PRIOR TO INSTALLATION.
N
.. MINIMUM EMBEDMENT INTO THE TOP OF A BONDB£AM WILL BE S', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
W
H
O
A.T.R . A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
Z
BECAUSE CF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION
19 USED.
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011' , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-4WRCAGI6, AND ANCHORING 1 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY
CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016.
HEADER CYAN UHAKI'
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DEL 2 x 6
UP TO 5'.4'
DBL 2 x 8
5'-4' TO 1'-0'
DBL 2 x 10
1'-0' TO 10'-0'
DBL 2 x 12
10'-0' AND OVER
TWO STORY APPLICATION DOWN STAIRS
51ZE
CLEAR SPAN
DBL 2 x 6
UP TO 5'-0'
DBL 2 x 8
5'-0' TO 6'-4'
DBL 2 x 10
6'-4' TO 8'-0'
DBL 2 x 12
W-0' AND OVER
FRAMING NOTES:
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (Ft.)
UP TO
5'-0' TO
8'-0.
U.N.O.
4'-II 1/2'
1'-11 I/2'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
1
3
2 x 12
1 2 SYP)
/16' OSE
NAIL (3) 12d a 6'-8' O.C.
1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O.
2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U,N.O:
TRUSS TO MASONRY/CONCRETE SHALL BE META-16
FLOOR TRUSS TO MASONRY/CONCRETE SHALL BE HETA-Iro AT EACH
END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
TRUSS TO WOOD FRAMING SHALL BE MTS-12
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY
TRUSS MANUFACTURER
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
STUD REQ, ARE STANDARD U,N.O ON FRAMING PLAN
!o. MIN. 2X4 HIP CUT BLOCKING SECURED 11/3-10d GUN NAILS OR 3-12d HAND DRIVES * EA,
END. CUT PITCH 4 BEvEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
-I. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12,
9.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
DETAILS.
A R C N IT E C T R
5
Design
GrouP.2.-
141 .0 REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA 8: 0003325
F
V
ti
0
y4
q
F
0
v
V
aulwiv. a Lori
SILVERADO
LOT #43
BLK #6
Pit0im "
04128.000-04361
MODm1,
4EBB
"1828—CALI"
GAP —%Gm STaN s:
LEFT
PAR3m:
CONNECTOR
SCHEDULE
150 MPH EXP. B
r ARCHITECT: 1
DA 10/19/17
SCALm: 1 /4-=1'- 0"
sir
4.1
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
-t-1
�l�l
25V OUTLET
W A S 111 POLE
OVV OUTLET
IIOV OUTLET
N Q OUTR.ET WIED
r0 bUITCH
WI
110V OUTLET
EOUTED"0lT* FALL
N164STAM R
TYPE)
REaerwr lYPE1
5@
22CV OUTLET
141 WRE CONNECTION
Wp
EXT. WATEIVItOOP
GR OLM FAIL.T
GPI
CUTLET
NTlRR1PTER
&LATCH
SUTCN
3-WAY OPEC
W4
SWITCH
4-IWY OP'ER.
1
WALL MOUNTED
MOUNTED
�f
LK
CEILING LKeNT
0"P
� 11
LIGFR
l01
R!ClBBED CAN
W4LL ECr7NCE
FRE-WRED
e~-'AN
I CRT PER 5fi R.
✓CAT. PAN
WA.k9Ni
I GR1 PER SO. Ft.
y
FIMUIQ
ra•Ecro TBD eY
O
FLUORESCENT
2-MILS II.RN
ARO LO
_
T FLUORESCEIN
R UOREECENT
4' TRACK LIGHT
0
PANEL
miall
METER
• S.D.
encKE DETecroR
eATT. OdOC-U•
LLyS�p�
WALL MIMED
eD.
8F1OKE DETECTOR
® 8/CO
CARBON MONO.
LFICK! DC>ZRae
Ctl
NTlR-CONJeC1ED
SHALL BE A DISTANCE
OP NOT LEW 14014 1
PENDANT LKNrt
1�
NATtNtAI GAS
rV
GI1TLlT
.
TFLERN01$ JACJc
L.N
�'�R NEAMR
TO r !LlypTlD
D18CLT�tlCT
A
AIR CONDITICNNG
DISGONBCT
N❑.
-L.---JACK
CELL WX CU
O
J-BOX
TO EE SIIPPORIED N
ACCORDANCE UV BOX
MANTED AS &NON MR
t0 EE a1PPORTED N
CEILMS FANILFiM
ACC.DI®pNCE W BOX
FOR
MARKED A5 GUC ION
FLOOD LGN1
OPT. SECURITY
KEYPAD
PD.
PuaN-evT,P
FOR CNtTEe
uvo PORT
LOCATION OF TV JACKS L PHONE OUTLETS
FANS TO BE VERIFIED • HOMEOWNER
PRE -CONSTRICTION MEETING.
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF FBCR 5TH
EDITION (2014).
20 AMP DEDICATED LAUNDRY CIRCUIT.
GFI • ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO BE LOCKOUT
IN PANEL
BATHROOM EXHAUST FAN TO HAVE MIN,
CAPACITY OF 50 CFPI INTERMITTENT PER
ELECTRICAL PROVISIONS OF SECTION
M15019 FBCR 5TH EDITION (2014)
LAUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRIWG METHOD SHALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS OF
FBCR 5TH ED (20I4).
ALL WORK TO COMPLY WITH ELECTRICAL
ALI L ICN9 OF THE FBGR 5TH ED (2014).
ALL LAMPS SHALL BE SELECTED BY
BUILDER AND 1596 OF LIGHTING MUST BE
ENERGY EFFICIENT TYPE PER FB.C, ENERGY
CONSERVATION (RESIDENTIAL ENERGY
EFFICIENCY) 2014 5Lti EDITION R404.1
METEF
FIELD
VERIF
LOC.
----------
OFT.
COACH
LIGHT
ELECTRICAL PLAN
LOAD CALCULATIONS ONE FAMILY
DWELLING WITH HEAT PUMP
fmc colt 92J
HOUSE PLAN: MODEL "CAL:"
LOAD INFORMATION
VA
1826 8Q FT OENERAL LIGHTDRi X 3 VA PER eQ IT
—4
2 20 MP A➢PLGNCE CMCUTI' AT 1500 VA IDA
3000
1 LAUNDRY CDTCVIT
1500
3 RANOID AT NA16 PLATE RwT1NG OR COOXTOP/OYpN
18000
1 RATER MATIDR
1 D0NNA82tlR
1200
1 CTATAim DRYER
5000
3 DtlP08AL
500
1 VICRORAVE
1600
1 RRFk30Z2ATOR
1200
8VB'NTAL OF GIDNBR•T LOAD
35884
FIMT 10 "A OF GENERAL LOAD AT IOOx
30000
REYAMDt& OF GENERAL LOAD AT a0X 25054 VA 1.4
10354
TOTAL NET GENERAL LOAD
Y0954
3.5 TON NEAT P1JNP (W/ 5RN ENEROENCY MAT STRIP)
21 A1G• i 240 VA-
&5 TON CODLDNO BYBTd d0 ANP z 24G Vw
• p500
NET OENERAL TOAD
20954
NET TOTAL HVAC
5800
_—
TOTAL WAD
8DD54
CALCULATED LOAD FOR SERVICE
2pp54 VA/240 Tti 125 .3@
150 AMP SERVICE
•TNO—T CASID BczmA - NRGNIDBT NVAC LOAD
USED FOR CALCULATIONS.•
NEUTRAL CALCULATION:
LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA
3000 VA 0 100%, REMAINDER m 35%
NET LOAD: 6,94E VA
RANGE: 12000 a -10% 8,400 VA
DRYER: 5,000 0 10% 3500 vA
TOTAL 18,84E VA
NEUTRAL AMPACITY: 18,455 / 240 F 18 A
-2 AL MINIMUM NEUTRAL CONDUCTOR
PROVIDE 3-2/0 CU, THWN + 1% CU IN 2` CONDUIT OR 3
!4/0 AL, THLLN + 1% CU IN 2' CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT A OVERHANG.)
150 AMP ELECTRICAL RI5ER
NOT TO SCALE.
COMBINATION SERVICE
DISCONNECT SWITCH AND
150 AMP
120/240 VOLT
GENERAL NOTES:
M
ELECTRIC METER IN
I PHASE
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
NEMA 3R ENCLOSURE
MLO
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH
PANEL
EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
1504/2P
B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS
MCB
NOTED OTHERWISE.
POUR COMPANY
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY
ELECTRICAL SERVICE. PROVIDE 3 wl COPPER (CU) IN
1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
-2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
TELEPHONE SERVICE CABLE TELEVISION
ENTRANCE SERVICE ENTRANCE
EQUIPMENT EQUIPMENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
1 44 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE FBCR 5TH
EDITION (2014),
5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD
A R C N I T E C T f
Design
Gr0 .ne.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-774-6078
FAX 407-774.4078
www.abde$lgngroup.com
AA #: 0003325
F
W
i
Oi
v
4
U
y
O
F
O
BUIBDXV. 89 LN07':
SILVERADO
LOT #43
BLK #6
PBOJWT#
04128.000-04361
MODAM&
4EBB
"1828- CALI"
GARAQZ BMMO:
LEFT
PAGW:
ELECTRICAL
PLAN
150 MPH EXP, B
ARCHITECT:
STATE OF FLORDA
4CI pj7
ROLAND A. ABdUcHAcRAy
AR NO 93723
DP TM 10/19/17
8CAL8 1 /4"=1'- O"
8Ii&�T✓r,
lop
�l
HVAC NOTES
I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER
MFG. REQUIREMENTS.
2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE
OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB / MASTIC. AND
INSTALLED AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603.
3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLA55 I AIR DUCT AS PER NFPA 50A 2-3.1
4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT, FROM ANY CHIMNEY OR VENT
OUTLET, OR SANITARY SEWER VENT OUTLET
S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL.
OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603
6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION
(2014) MECHANICAL CODE 603.1 -
1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE
MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE
SECTION 403.
S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -GUT DOORS FOR MAKE-UP AIR TO BE
RETURNED, TO EQUAL AIR EXHAUSTED.
S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE
DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO
RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBCR 5TH
EDITION (2014) MECHANICAL CODE SECTION 601.
10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS.
Il. DRYER BOOSTER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL.
FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. 51X ELBOWS.
NOTE:
ALL HVAC TO HAVE PROPER
PANS W/ DRAINS
ATTIC
CEILING
EXTERIOR WALL
PLENUM
IU10
T y
AIR RETURN
SUCTION AND LIQUID
AIR SUPPLY
REFRIGERANT LINES
G%
y
AIR HANDLER
'� -
EXTERIOR WALL
III`
3/4' PVC CONDENSATE DRAIN LINE
EVAP. TRAY
y
PVC SLEEVE TO LINES BELOW SLAB
T
REFRIGERANT LINES TO
PLATFORMRETURN
CONDENSING UNIT
TRAP DRAIN LINE AND TERMINATE
IN AN APROVED DRAIN, AS PER
- FBCR 5TH EDITION (2014)
MECHANICAL BLDG, CODE
SECTION 301.2.1.1
HVAC
DRAINS
SCORIATED NICKEL FIN. FLOOR
BRONZE FL. PL. — — � OR WALL
BRASS PLUG ---C
RTTING OR EXTENSION TO
I
I SOIL OR WASTE AS
_ REQUIRED
INSIDE I
WADE 8240-K JOSAM 56000
I SERIES NICKEL BRASS TOP
CAULK J
( P.V.G OPTI/SPEC
�
SEE
�— ------
_ v J.INV.
9 SITE PLAN
FLOOR SLAB CLEAN —OUT (TYPNT)
LEGEND
®
SUPPLY AIR DIFFUSER
RETURN AIR GRILL
®
SIDE -WALL OR I WAY DIFFUSER
—
SOLID LINE- SUPPLY TRUNK
---
BROKEN LINE- RETURN TRUNK
1
BALANCING DAMPER OR OBD
0
CEILING EXHAUST FAN
CEILING EXHAUST FAN 2 LIGHT
O/A
OUTSIDE AIR
®
THERMOSTAT
ED
PASS-THRU AIR GRILL
SECURE STRAP TO GONG. CONDENSER
W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP
OR EQUAL
;rll
4' CONCRETE SLAB SECURE STRAP TUNIT W/ (2)
18XI I/4' 9HT. MTL. SCREWS
`
CONDENSER UNIT
\ D
CONNECTION TO PAD
NOTE: MAIN COND. DRAIN 3/4' DIA,
OVER HEAD a 12' FROM STRUCTURE
COUNTERSUNK
C.C. PLUG
6
SEE SPEC.
—— — — — — — — — — —
. —. ._� 1'-8'X8' CONC.
FIN. GRAD
OR PAvING —
�� FITTING OR
I I EXTENSION TO SOIL
OR WASTE AS
REQUIRED
I I
i ;I, III IN_y. SEE
—------—--`rSITE PLAN
NEXT. GROUND CLEAN —OUT (TYP.)
FIRST FLOOR MECHANICAL PLAN
PROGRESSIVE AIR SYSTEMS 05/20/14
A R C N I T E C T S
6
Design
GrousrO. ,w
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32760
PH: 407.77"078
FAX 407-7744078
www.a bdesigngrou P.com
AA N: 0003326
w
y
z
0
a
U
O
F
0
V
SVBDIV. & LOT
SILVERADO
LOT #43
BLK #6
PRoJwT#
04128.000-04361
moDEIc
4EBB
"1828—CALI"
GARAGE sP/ING:
LEFT
PAGE:
MECHANICAL
PLAN
No 150 MPH EXP. B
ARCHRECT �
DAR 10/19/17
SCALE 1/4"=1'-0"
EiIEET
6
n] a ReDAee vERTIGALLr w/ cDNc.
PC11E ULL
B® ENCRDY OODE FCR`ib POR
YJBILAIKfIJ R•vAL1E8
-
4' CONC. RlM. WV ib' tl].{]RYAm DIM ON
tEXTIIlCD PNI6.J
L G •• LMU
'
N' OTT. ILL. DD.
oYL�ODe.sE
{' CONC RlM. Ui b5W' Y]A)BIIAO
BELUR! P.T, dT. PLAIe TO LONG IW
N']tlm' YICNOR DOL, wY WA6HER
1• ENDED. MN • BY OG
• {• GOHC. REN, b1•' YIL6MNAm WW1
BEOEI! P.T. DT. PLATE AD WI
TO GL
N-+M' ANGY:R DOLT W V WABNlR
T EMDED. MIN. • W. CG MAX
'• • . {' COIK:. RLM. W/ bSb' WIAXWIm W1M ON
BWp P.T. DT. RATE t0 kb W/
(BJ Dtl MABONRT NALL6 • E]' OG
MAX
• 4.
{' TIBOK ]![O P61 . ]B DATi
CONO BL.AD REMOICED w
NosIG Im DA"RA
m'•m'PK PLR _ _
4 ReDAI! (hTJ
N
••MLL POLY IT LD VAPOR RefAlAlm!!R
L B. ON YlLL-GOMPAOTED CllAN iLLL ilIFIIV
po IImAT'Qli 11iM1 OE 60RA-DARE
'� U
(U b R!!DAR ON CWIRB
THICKEN EDGE
4 BGALE N'•1'-m•
C
_
q
DII'T ON •-MLL POLY ETNTLBE
VAPOR RlTARDlR ON
YKLL-f.01•IPAGTED CKAN ILL
Tew+ITE TR4Tip1T eNALL eE
s DORA•cas°>
a
f ' d 6-ML POLY ETMTLDE VMOR
F E RETARDLL ON WELL•G All —
L i GLEAN PILL tEp11tE iREAT'!NT b�IALL
;,, o D[ eORn-cAlee
(]J a RlDAR ON CNAIRe
•-MIL POLY ITNTLBE V<PAI! IKTARDE1t
ON ATLeW MPA L W GLEAN PLLL TlIFIItE
m 1REAT•!M 811ALL EE DORA.GAIfE
6 m,
r9> a RiDAR ON CNAIRB
OONC. REM. YV 61w• Y]AxYAAm WIM
ON i . POLY ETI_
W CL— I L ON LLCLL-CQTPACTtD
A CLEAN PILL 1EDM1@ TRIATBM NIAI.L
ee DoleL.cAnE
_
yi . N• RAD]D d $
EIS ON"R = 6
'^
` �r
n 3 (» a IIEDAR GTI CHAIRD
B
(]) a REDMY ON O.IAIIN
W
E' MN DlLOY ORADL >
NW
{' CONG. IIEM. WIZEN. W b W.' W/MNAm tlEM
ON b-MLL POLT ETHTLD! VAPOR
UELL-taTACTEp 0.lAN
4' 4' PY.L TEI.1118 1RlAlMENT eHALL DE
1—STORY FOOTING
1—STORY FOOTING
2—STORY FOOTING
1—STORY FOOTING
•
GARAGE STEP—UP
W/ BLOCK WALL
1 6cALe• N•H•-m•
2 AT L.B. W. W UPLIFT
ecue• N•.r•o•
�� AT L B. W.
�• SCALE: I!!'.I'-m•
2 AT L.B. W. W NO —UPLIFT
eca.e• N••r•m•
— ---
STAIR DEm AIL
NON —BEARING
5
3
enoe Yv oG nAx
(Ua REDAR WRTICAI.LY W CONG
POIJ! CELL
a N• . IiAD a 6AR/tlE
VARDi W 1N GLOP!
xcT]e P.t. OT. PLAtE TO 4AD W
a N• . ISAD o oAIrAO!
vARRi WITH eLOPE
0!a]R P.T. m. PLA1L TO GLAD W
I/]'xY t'
s N• . IeAD a oA]ea•E
vNtl YITN BLOB
eeouRE P.T. DTPLATE TO BLAD W
5 N' . NEAD OP fMRA(!
vAlWse wTu BLOBS
L a b cM.l
- y 0
�
N'xe' 4NGPMJR DOLT W ]' WINHR T'
D'DED. MN. • »' OG MAX
K
ANCHOR DOLT W 3' YWbHER
EMElD. MN • 9]• OD MAX
MAWMlY NAIL . »' OG MAx
BeGJP[ P.T. DT. PLAIE TO BLAD W
MABONRT HALL . B]' OG MAx
ElfilPD® GLAD 1 N' CIEm fEIOHI VARYD
N' RECESS POR 9!IlvIGT: DR
m G1m IEIGHT VARIei
�
a
>
w
m
9 • • {' LONG. REM. W bk•' Y]AfYI]A• WIM
�li '• '• {' CONC, REN. W i1w' YAAMR.{D WYM
1 •' • {• GGi14 REN. W ••N' YII.{>aLTAp WIM
L
b {' GDi♦L. REN. W iM' YYAJmR40 tlWIT
o 4' CQC.11lN. W •1J' YIIAJW]Am YW-I
ON 6-MLL POLY I LD! VALOR
! RETARDER ON YELL-GCMPAOTED
ON i-MLL DOLT lTHTLp! vAPd!
! RETARDER ON YELL-COMPAOTED GLEAN
Q! •-ML POLY ETNTLD! VAPOR
z W RRARDER ON UDLL-C .PAOTED GLEAN
9 • •
{' CONC. REM. W •'M' WuxWAm YRI'1
--- ON •-MLL POLT lTNTLDIE VAPOR
- ON •-MLL POLT EMYLEIi VAPOR
- RETARDER M WELL-CR'TAGTED GLEAN
- • n
- QY i•MIL POLY ETHYLENE VAPOR
RETARDER ON YeLL-GCMPAGIED
n 4l.eN PILL tllMrtE T1lAliENT ENALL
DE eORA-LAID
L i ILL TER TREATMDtt B L DE
;• 0 b' 6' 4• OORA-CARE
m PILL TlpMYTE 11QAlFp1i iNAl.l DE
A BORA•CARE
z TARDER W YELL-COITAGTED CLEAN
P TREATFDNT BI W.1 De
0
PILL TER•IITE —T'Wn [HALL DE
DORA•CAR!
z!
- GLEAN FLLL TEI•M1E TRFATMDR BNALL
DE DCRA-CARE
'
-- !2J a REEAR CN GHAYD
—B
.__ (» b REDAR ON CNAIRb
4
R) a REDAR ON CHADB
m 4 b b 4 R41C �L
r]J a I@DAR ON GNAIR6
L
F! 4 0 4 (» a REDAR ON CHAIRS
n �P
GARAGE STEP—UP
GARAGE STEP—UP
GARAGE STEP—UP
GARAGE TEP—UP
2—STORY L.B.W.
SLAB AT GARAGE
1—STORY FOOTING
6 L.B.W. W UPLIFT
2—STORY L B.W. W/ UPLIFT
lJ ty 9CALE: I!!'.1'-®'
68 L.B. W. W NO UPLIFT
bCALE: IR'•I'-0'
6C W NO UPLIFT
SCALE:
`%11 SERVICE DOOR.
8 AT GARAGE
_ ru a RlDAR KRrlcaur
W CONC. PgAY CELL
flJ a RlDAR vLRT1CALLY W CdJC.
s• cru
CYRD KYYIT vARIE•
=Q {' GONG. RlM. W Y1•' W.bAIAAm
� � Ww oN -nIL PDL [MLEN!
" m APOR ReT
POUR ULL
z BEE DlIKT COD! PORMB POR
NBULAtN�I R-VALIEi
t[XTlll]ED PNINI
L a I s• eeu
J
N• GYP. UL. DD.
AILL-TKV
MwIn ITAGieD CLEAN PILL
r 0 TeRMITE TIQATFENf SHALL DE
_ DDRa-cAw!
Q
!» a RlDAR dV CHAR6
L e,
GRAD!
e
ON L �.T Q Ml'LDE Vdl1�t Yllfi
+,,Iq�' ( IKTARDER ON HELL-taTAO1eD
• RlU68 POLE
-� lOD. TRACK
64 PPJIBH ROOK
-
_mft PYJR
� .:
vARIEb
e 3' �
t p
O YIDOD DARE
A U
- 0
6 {' GOM1G. REM. W b'ri' BUwWAm YYl'1
QJ b-MLL DOLT lT6--- VAPOR
ILL tlIIMITE TRlA1Tp1! M14LL
pp 8' B DE DORA•CARE
:n U
Y {' COIL. RCM. W 616' WUMUAm UIIN ON
-MIL POLY 11HYLEN! VAPLI. RlTAImBR Qi
YELL-COYIPACTED CLEAN PILL TEFMIIE
(U a-OONt. —`k
' S
'
RETARDER GN YELL-COMP.OGTED CLEAR
�`" - • ILL TE"M TREATI3M BNALL I E
'k-3FHRr--- DORA-GRE
Ep L p�p b
*._ ]-m-m' a REMR W LNAED
{— TRPAIIC.IT MLYL K DORA•GA11!
I
/ �
E i b. y. !» 9 RlDM! ON CNAYD
\:..iiT�.%l�\/��ia�i��
2—STORY FOOTING
z
2—STORY FOOTING
�1AT GARAGE
SCALE: Vl'•I'-m'
CONCRETE PAD
9
SLAB AT S.G.D.
1 0 .CdLE• I'.I'•m'
GARAGE DOOR FOOTING
11 BCALl+ N'•I'-m'
�1 SHOWER RECESS FOOTER
1 �-eca.e, Y•r-m•
�1W/ BLOCK WALL
1 LJ SCALE, I/3'.1•_®•
-�-OYY,K YlD REAL
OIC:IRID DdO REAM
GA• LBe
TM v ,IL ME
' VAREBPM lLN.
-'
11' PVG ft POR — LBE
9 B' GMl
O'•C PM RR
M ICItl20NTAL
REDAR W D' HOC C
GIb11TlD Ddm DEAM
Y
L
TD VERTICALRE DAR
t0 HORIZONTAL
I�DAIE W D' IIOCIC
POURED LNTlL GONT. (tYPA
•' CMl PILLPA CELL lT1TJ
]x WALL PR4TNR
• DRTIUN.L
MN
VARYlb PeR ELEV.
a
77
C
-
VAREB PER ELEV.
r{JE'xT' aneHDle eOlTe w fU
GGUTED OR1D DIAM
!-DOL18 MN 6' EM •R W ]:O•JfY••
2w
1L.c1LL YYMKR AND NlT BPACCAUD Eve11T PRGFI
f
i
C
FLOOR TO BE REAM T FILL N JOMi
PRIOR TO PYAN'i (BLCEvlD NY,NDR N
BOLb PDIR 4CCEPTADLE 11lTRTIT)
°
^ 6' PVG cFIABE THRI POOTNG
I•i,glT
�� _
- _
aJ a RlDAIY oN GN,Nfb
r» a REDNY DN cNABD
r.�
EXT./INT. FRAME WALL TO
14 NOT USED
15 BLOCK WALL CONNECTION
SCALE, N'•Y-m'
�1 GAS LINE THRU BLOCK
1 V
ua REDAR ER CA LY W CONG.
POUR ULL
86 OER1Y GOD! POIB'TD POR
MRLATION R•VALIEB
6' Ctll
N• GrP. Y4 DD.
uKaD D.B!
L CLEANOUT REfJJYQD
FOR iDPlCTIRJ
i
CLlANOE RlWIIIED
POR NBPCGtpN
� d
-�
_
1_
i
ij
•� �. �•.
ao ON iaMLL P�oLN !—LENE V�-
L �E4N
ILL mIFIIRT! TR41f•DM
m'-m• PN PLR
m'-m' HN PLR
TE VDRIG1i.IlCD4R
6N ALL DE
°0 DORA-GALE
TE ALI®.AR
(U 9 REDAR EET N b]iPBW HEM
i; 6'rResTH croxY •• D•eeD. r•L
�I , (° !» a REGAR . I-BToaY
�`._' -
10 wORIToftz ONIAL
RlDAR W D' HDGK
TO HORIZONTAL
REeAR W D• wolc
OUTBID[ REDAR TON
fU a Y2RT. DOKL
LAPPlD W DCND DlAM
b' PVG GHAYE flARI 1'OOTNB
�i
E%%
`1
*_
�. ��. r.J.P° I- . CONTNICIffi
�Ca! R6MR 4T GORiRi
�
(�
I-
' _ {' CLNC. REN. WJ •'W' UM%WAm
� '�L -
� -
W W CN 6-MK POLY ETMLDE e.. ,•� APOR IEtARDlR AJ
RaL-cDPTAGTYID GLEAN PLLL
TERMITE TIIlATnpY! SHALL DE
L SY (•BTCRY
ms — v RL•DNE aN CIIAYRD
]-BTgtT
HORIZONTAL/VERTICAL
°OAAG"ae
] -YM LAP 1
(»bREDARWCINIRb
HORIZONTAL/VERTICAL
REINFORCING AT
TYP. RETROFIT FOR
TYP. REBAR LAP
PIPE THROUGH
%v_'� REINFORCING
rv-1 BEARING CHANGE
1—STORY FOOTING
OMITTED DOWELS
OA E�¢e m�a
(_p_'� REBAR LAP AT FOOTING
L] ecALe.N•.I'-a
AT LINTEL CORNERS
(-r1�em.r�
�W/ BLOCK WALL
L
ALL EXTERIOR FOOTERS
AT FINISH SLAB'S
TO BE MIN. 12" BELOW
UNDISTURBED SOIL
CONTROL DATE: 07/01/15
A R C H I T E C T 3�
Design
Grob ln�.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PN: 407-774F]078
FAX: 407-774-4078
www.abdesigngroup.com
AA B: 0003325
F
0
y
0
Ew.
2
V
l tmDIV. as witil
SILVERADO
LOT #43
BLK #6
PROJwT#
04128.000-04361
moDul
4EBB
"1828— CALI"
GARAGM MrWn k
LEFT
PAGIM
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
150 MPH EXP. B
r ARCFNTECT
20
M= 10/19/17
31CA*ft 1/4"=1'-0"
sKmw
D1
s s e u IT e e T a
SECURE 2x6 MIN. TO BLK W/ (2)V
ANCHOR BOLT W/ 2' WASHER SET
IN SIMPSON WIGH STRENGTH
EPDXY 4' EMBED,
E 2x4 ON
D BLK
NAILS.
O -SIDES, l7
2X6 GARAGE DOOR BUCK W/ (3)
VX8' J-BOLTS 4' EMBEDMENT MIN.
W/ 2'X2'XIL WASHER AND NWT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HIM IN JOINTS
PRIOR TO PILLING.
1-2x6 PT BLOCK a CENTER OF
DOOR HEADER W/(1) IF-' J-BOLTS
4' EMBEDMENT W/ 2'X2'XK' WASHER
AND NUT
MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE
SUCH INSTRUCTIONS ARE MORE STRINGENT
GARAGE DOOR
(—,4—) BUCK ATTACHMENT
SCALE, V2'•I'-0'
_H �_JVL
_t
2X4X4' SE
W-8' OC. MAX TYP.
2X4 SECURE TO 2X4 BLK W/2-12d
SECURE TO BLK W/ META-16
2'-0" XTENSION ® T SERVICE DR.
SCALE: I/2' • I'-0'
2X4 SECURED TO
GABLE END
WK2N2d•EA. UPRGWT
2X4 SECURED TO
)-2x4 BLOCKING
• EA. RAFTER
L-30 EA.
RAFTER
1422% EA
RAFTER
.x4 RAFTER
24' OG.
�1 FRAMED OVERHANG
r_o_-�NOT USED
�1 STICK BUILT WALL DETAIL
1 KTA
PRE-ENG TRUSSES W/ TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
DOUBLE TOP PLATE
CRIPPLE STUDS • 16' O.C.
MAX
HEADER SIZE PER SIMPSON LSTA-12 a EA. JACK
SPAN CHART. STUD, BOTH SIDES OF
OPENING.
2x STUDS a I6' OC. MAX W/
SHEATHING. SHEATHING TO BE
DOOR/ WITHIN I' OF WINDOW/ DOOR
WINDOW OPENING AND SECURE PER
OF'ENING� FASTENER SCHEDULE
`` KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
JACKS (SEE HEADER SPAN
-_ CHART FOR DETAILS AND
r-- SPECIFICATION)
I II
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY • A TIME.
" USE 12d NAILS, TWO WITHIN 6'
II FROM EACH END 4 NO MORE
— L THAN IVOC. STAGGERED
SP4 OR HS a TOP AND
O BOTTOM PLATES a EA FULL
LENGTH STUD, BOTH SIDES
OF OPENING.
SHEATHING TO LAP TO TOP
OF MASONRY WALL.
SHEATHING MUST NOT
BREAK i'-4' MIN. FROM 2ND
TYP. EXTERIOR WINDOW/ DOOR FLR LINE.
OPENING WD'FRAMED (—W/FLOOR TRUSS)
4 SC'-0. ALE+ Vl
FASTENER SCHEDULE
ROOF DIAPHRAGM
USE 1/*' OBB. OR IR' CDX PLY WITH -6 RING SHANK GUN NAILS AT 4' OC. AT
SUPPORTED PANEL EDGES AND -8RING SWANK GUNNAILS AT 6' OC. AT
INTER"EDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME
USE -S GUN NAILS • 4' O.G.
EXTERIOR SHEATHING
USE 1/16, Ozz. OR 1/2' PLY WITH % RING SWANK GUN NAILS AT W OC. AT
PANEL SIDES AND -8 RING SHANK GIN NAILS 4' OC. TOP 1 BOTTOM
PANEL AND 'e RING SHANK GUN NAILS AT 6' OC. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
NAIL REQUIREMENTS
SIZE HEAD LENGTH DIA TENSILE 8 TOP CORD BLOCKING AT 4'
JD 8d ROUNDMODIF1 2 3/e' .113 11000
OR T O.G. MAX. IN FIRST 2 FRAMING
NOTE, NAILS TO BE MFG. BY MEMBER OF INT.
STAPLE, NAIL U TOOL ASSOCIATION
I. 0.113 INCH NGMIINAL SHANK DIAMETER
2 RMCa DIAMETER of 0ID12 OVER SHANK DIAMETER
9, 16 TO 20 RINGS PER INCH
4, mI80 INCH FULL ROIIIJD HEAD DIAMETER
5.2 INCH NAIL LENGTH
ROOF SHEATHING LAYOUT
AND ENDWALL BRACING
FOR GABLE END FRAMING
SPACES AT EACH END.
RAFTER EA TRUBS1H\
ROOF 9HEATNING
■����Ifl' ��
�IIIII �� •
�. BUILDING LENGTH
a" a EA. STUD TOP t
BOTTOM
PRE-ENG TRUSSES W/tRUSS
CONNECTOR UP TO.1,0mm
UPLIFT
DOUBLE TOP PLATE
SIMF'SON MSTA-24 • EA. JACK
2xe STUDS • 16' O.C. MAX IW
SHEATHING. SHEATHING TO BE
WITHIN }' OF WINDOW/ DOOR
OPENING AND SECURE PER
FASTENER SCHEDULE
(2) STUDS, (2) JACKS • EA.
SIDE OF OPENING.
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY e A TIME.
USE 12d NAILS, TWO WITHIN 6'
FROM EACH END 1 NO MORE
THAN 12' O.C. STAGGERED
WINDOW SILL W/CRIPPLES
W' D.C.
I' DIA ANCHOR BOLT
AT IW OC. MAX WITH 1'
EMBEDMENT AND 2'
DIA. WASHER
SIMPSON MSTAM-24 a EA.
JACK SECURED W/
SPECIFIED ANCHORS
2X8 P.T. BOTTOM PLATE
5 WINDOW OPENING
4 2—STORY WALL
w
ff
H
TYP. EXT. BREATHING ATTACFMEW
FOR WALL SHEATHING (OBB TO BE
STRUCTURAL GRADE)
NOTE. Tyr. EXT. SHEATHING ATTACHMENT
FOR SHEAR 4 UPLIFT (O.SB. TO BE STRUCTURAL
GRADE) CONNECTORS FROM STUD TO PLATE ARE
NOT REQUIRED EXCEPT a OPENINGS
1/16, OSB.
2x4
BTI-L
PLATE
2X4 DBL. TOP PLATE
2X4 STUD 16' O.C.
1/16' OSB.
1/2' AB. W/ MIN.
I' EMBEDMENT
LOCATE 6'-8' FROM ENDS
AND 32' O.C. MAX
TEXTURED FINISH
MTS-12
META-16
32' D.C. MAX.
B' CMU WALL
PRE-ENGINEERED
TRUSS
KNEE WALL DETAIL
2 TO BLOCK
SCALE: 1/2'•I'-0'
A
SECURE 2. 70 BLOCK
W/ (2) a' TAPCONS OR
DRIVE PIN
(MIN SHANK SIZE .145)
1•1l•CJeT (MIN EMBED. I I')
WITHIN 8' OF EACH og
END AND 18' O.C. MAX
SPACING.
j' O.S.S. SHEATHING ORS
;' CDX PLYWOOD
2.4 BLOCKS
HH `CMU WALL
%a1 ARCH WINDOW FRAME A SECTION
SCALE: I/2'• I'-0'
RING SHANK GUN NAILS
• 6' OG. IN FIELD
TYP. EXT, SHEATHING ATTACHMENT FOR ROOF
SHEATHING (O.SB. TO BE STRUCTURAL GRADE)
•B 2'-- SCREWS • 6'-8'
D.C. MAX a EDGES 4 Tl' OC.
MAX IN FIELD. UNTHREADED
'SHANK TO EXTEND BEYOND'
THICKNESS OF SUB -FLOOR
SHEATHING
TYP. 3/4' TIG SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
PRE-ENG. TRUSS
DELL. 2X TOP PLATE
1116. 0.5.5.
2X BLOCKING e
TOP OF
1/16, OBB.
2X STUDS 16' OC. MAX.
2X BTM. PLATE
5/4' FLOOR DECKING
PRE- ENGINEERED
2X4 a TOP 1
BOTTOM CONT.
W/ (5) 12d NAILS
META-16
BLK WALL
QI CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK
W/ I/4' GAP FTAL M ROBLK TO O.SB.
O RII'EAT
TER or
O)3.8. TO PROVIDE GONT�.�N�AOPP. STRUCTURAL I L PATTERN
0 REMAINING AREA TO BE SHEATHED FROM DBL. TOP
PLATE TO HORIZONTAL BLOCKING.
® SHEATHING • TOP OF WOOD FRAMED WALL TO BE
STAGGERED MIN, OF 16' FRCM SHEET BELOW
® INSTALL ALL SHEETS W/PAC£ GRAIN PARALLEL
TO STUDS
9 EXT. WALL SHEATHING
SCALE: 1/2'.I'-0'
6
Design
Grou Rn.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.a bdesigngroup.eom
AA M: 0003325
E:
W
y
V
2
Fo
y
v
y
O
h
O
avmniv. ae M.
SILVERADO
LOT #43
BLK #6
pRGJMT#
04128.000-04361
ko�
4EBB
"1828- CALI"
GARAGE OVMG:
LEFT
PAGE
MISC.
DETAILS
150 MPH EXP. B
RDrr DA 10/19/17
SCAXM 1/4"=1'-0"
a�■Z'
12
FIBERGLASS SHINGLES
OVER *30 FELT PAPER
INSTALLED PER FBCR
R90521 ON 2' O.S.B.
SHEATHING OR J' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
'.T, IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
EMBED. STRAP VERIFY W/
TRUSS PLAN
%' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
3EE ENERGY CODE FORMS
'OR INSULATION R-VALUES
' GYPSUM BOARD OR }' WIG
>TRENGTH CLG. BOARD
;ONC. FILLED LINTEL BLK W/
1) "5 REBAR CONTINUOUS
'RECAST LINTEL
iEE ENERGY CODE FORMS
OR INSULATION R-VALUES
11NDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1)115 REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
® 16' O.C.
8' CMU
1/2' GYP. WL. BD.
WOOD BASE
1—STORY
1 BLOCK WALL
SCALE: 3/4' = I'-0'
1/16' OS.B. OR j' CDX
.TYVEK BUILDING WRAP
.FORTIFIBER BLDG PAP
-GALv'D MTL. LATH
-T/8' TEXTURED
FINISH o WOOD
-YB' TO %' MID WALL
WEEP SCREED
zIL
cFJ
-8' CMU
-5/8' TEXTURED
FINISH o MASONRY
WEEP SCREED
DETAIL ® WOOD TO
BLOCK CONNECTION
) SCALE: 11/2'=I'-0'
8 NOT USED
B' CMU
K' DRYWALL
FIBERGLASS SHINGLES OVER
030 FELT PAPER INSTALLED
PER FBCR R9052.1 ON I,'
O.S.B. SHEATHING OR J' COX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. Ix2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
STIF 15ACK (SEE SEALED
TRUSS ENG, FOR SIZE 4
ly O.S.B. SHEATHING OR i'
CDX PLYWOOD. ATTACHED
PER FASTENER SCHEDULE
ON SHEET D5
-1/8' THICK, 3 COAT
PORTLAND CEMENT PLASTER
OVER EXPANDED GALV'D
METAL LATH ON FORTIFIBER
JUMBOTEX GRADE 'D' PAPER
OVER TYVEK BUILDING WRAF'
(REFER TO STUCCO SPECS
FOR COMPLETE INFORMATION)
WEEP SCREED
(SEE DETAIL 2)
SECURE GABLE TO 2x6 P.T.
PLATE W/ 126's 8' O.C. MAX
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BR<
IS PRESENT
I PRE-ENG GABLE TRUSS
I 2x4 NAILER
CONT. 2x4 RAT RUN SECURE
m' W/ (2) 12d's ® EACH TRUSS
TYP. TO BE INSTALLED s MID.
O.H.
- POINT OF TRUSS SPAN, OR
10'-0' O.G. MAX.
SECURE 2x6 PT. PLATE TO
2I
BLK W/ J'x9' ANCHOR BOLT W/
2' WASHER SET IN SIMPSON
HIGH STRENGTH EPDXY 'I'
EMBED. MIN. o 32' CC MAX.
%' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
\ w
DIRECTLY TO MASONRY
i�
�o
1'X4' OR ]W'P.T. NAILER
I.4 P.T. OR %X4' MIN SECURE
❑
THRU FRAME 4 EXTEND I-AW
INTO IXCCK W/ V TAPCONS
OR DRIVE PM
WANK SIZE .14 MIN. 5
MIN HEAD DINE 300
❑
MIN EMBEDMENT 1-Y'
WITHIN 6' OF EACH END 4 10'
O.C, HAJc SPACING
DOOR CASNG
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO HOT EXCEED V)
DOOR JAMB
TO BLOCK +3/4 OR +5/4
�1 WINDOW TO BLOCK +3/4 OR +5/4
A
SCALE:
2X4: CM
SECURE TO BLOCK IU/
TAF-," OR DRIVE P
(MIN. SHAW SIZE .W5
MIN HEAD SIZE 300
MIN. EMBEDMENT I Y4-)
WITHIN B' OF EACH END 4
IS- OL. MAX SPACING.
2X6: Cw
SECURE TO BLOCK I11/2-%
OR DRIVE
T VE PM
SWANK
(MIN. IN. DRANK SIZE
❑
MR HEAD DIM 300
MR EMBEDMENT IY')
WITHIN 8. OF EACH END 4
IB' OL. MAX SPACING.
61 CTTJ
2X& CMW
IS' DRYWALL
SECURE i0 BLOCK W-'i(N'
OR DRIVEPPIN
I'X4' OR 1'x2' P.T, NAILER
(MRTAPS
HA
MIN. SHANK SIZE 0
DOOR CA9MCi
MIN *R SIZE 300
DOOR JAMB OR WINDOW
MIN EMSEHEAD
I YEN
ATTACH t0 2X PER
1N 8' O EACH
WITHIN D' OF EACH END 4
18' OL, MAX BPACRJG.
MANUFACTURES DETAILS.
NOTE, SHIM AS NEEDED TO PLUMB JAMB (Co NOT EXCEED V)
DOOR JAMB TO BLOCK +1-1/2"
B WINDOW TO BLOCK +1-1 2"
SCALE, I'.I'-0'
1—STORY GABLE
1 A BLOCK WALL _
SCALE:
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
J' GYPSUM BOARD OR J'
NIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK l
(1) M5 REBAR CONTINUOUS
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) 05 REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
.m 16' O.C.
8' CMU
1/2' GYP. WL, BD,
WOOD BASE
2x4: CIO
SECURE TO BLOCK W/'
TAPCONS OR DRIVE PM
(MIN. SHANK SIZE .145
MK HEAD SIZE 3"
MR EMBEDMENT I Y')
WITHIN 8,OF EACH END 4
18' OZ. MAX SPACING
2X6, CEO
SECURE TO BLOCK WR-dW
TAPCONS OR DRIVE PM
NOTE, STRUCTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
(MIN. SHANK SIZE .US
iHROUGIN NON-STRUCTURAL
MN. HEAD SIZE 300
51N' TAP'CGN MIN. I-V
MR EMBEDMENT I ,9
EMBEDMENT INTO 15LOCC
WITHIN B' OF EACH END 4
8. G-Al
IS' OL. MAX SPACING.
)5' DRYWALL
2XB, CEO
SECURE TO BLOCK W%1-:(`'
I'X4. OR 1'X2' PI. NAILER
TAPCONS OR DRVE P 1
)(N' OSJS. X 4' MIN
(MIN. SHANK SIZE .145,
DOOR CASING
MIN, MEAD 912E 900
DOOR JAMB OR WINDOW
HK EMBEDMENT 1 Y')
4TTACW TO 2X PER
WITHIN S' OF EACH END 4
18' D.C. MAX SPACING.
MANPACTURES DETAILS.
NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A')
DOOR JAMB
TO BLOCK +1-15 16"
�r1 WINDOW TO BLOCK +1-15/ 6"
V
SCALE: I'-V-0'
2x4:
SECURE TO BLOCK W/
TAPCCNS OR DRIVE PIN
(MIN. SHANK SIZE .I45
MR. 41EAD SIZE 300
MR EMBEDMENT 1)")
I.
WITHIN e' OR EACH END 4
B' MAX BPACRX=
2X6: CEO
SECURE TO BLOCK I-l/.
NOTE: STRUCTURAL 2X MUST
TAPCONS OR DRIVE PM
BE ON OUTSIDE 4 SECURED
(MIN. SHANK 617E J45
TWROIY=H NON-STRUCTURAL
MIN. HEAD 612E 300
- TAPCON MIN.
EMBEDMENT
EMBEDMENT I
INTO BLOCK
WITMINI
WITHIN 8' OF EACH END 4
EN
a, cm
B' O.C. MAX ePACING
K• DRYWALL
2X6, C�
1'X4' OR I'X2' P.T. NAILER
SECURE TO BLOCK W/2-%'
TAPCONS OR DRIVE PM
I' P.T. X 4' MIN.
(MIN. SHAM, SIZE .IA5
DOOR CASING
MIN I4BAD SIZE 300
DOOR JAMB OR WINDOW
MR EMBEDMENT I Y')
ATTACH TO 2X PER
WITHIN 8' OF EACH END 4
18' OL, MAX SPACING.
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +2 1/4"
WINDOW TO BLOCK +2 1/4"
SCALE: 1'.I'-O'
FIBERGLASS SHINGLES
2x4 BLOCKING BETWEEN
OVER 030 FELT PAPER
TRUSSES WHERE 'X' BRACING
INSTALLED PER FBCR
IS PRESENT
R90521 ON J' O.S.B.
SHEATHING OR }' CDX
PRE-ENG GABLE TRUSS
PLYWOOD SECURED PER
FASTENER SCHEDULE
CONT. 2x4 RAT RUN SECURED W/ (2)
P.T. Ix2 W/ MTL. DRIP EDGE
12d's m EACH TRUSS
2x4 OR 2x6 SUB -BAND m'
TO BE INSTALLED 's MID. POINT OF
PER ELEVATIONS TYP.
TRUSS SPAN, OR 10'-0' O.C. MAX.
VENTED ALUM. SOFFIT °
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
STIFFBACK (SEE SEALED
1' GYPSUM BOARD OR }'
TRUSS ENG. FOR SIZE 4
HIGH STRENGTH CLG.
CONDITION.)
BOARD
O.S.B. SHEATHING OR }'
2x4 NAILER
COX PLYWOOD. ATTACHED
PER FASTENER SCHEDULE
2x4 s 24' O.G. m INTERIOR
ON SHEET D5
KNEE WALL
1V8' THICK, 3 COAT
CONC. FILLED LINTEL BLK W/
PORTLAND CEMENT PLASTER
(1) 05 REBAR CONTINUOUS
OVER EXPANDED GALV'D
METAL LATH ON FORTIFIBER
PRECAST LINTEL
JUM50TEX GRADE 'D'
WINDOW ATTACHMENT AS
PAPER OVER TYVEK
PER MANUFACTURES
BUILDING WRAP (REFER TO
SPECIFICATIONS
STUCCO SPECS FOR
COMPLETE INFORMATION)
PRECAST SILL
WEEP SCREED
(1) S REBAR VERTICALLY
(SEE DETAIL 2)
W/ CONC. POURED CELL
SECURE GABLE TO 2x6 P.T.
Ix2 P.T. FURRING STRIPS
PLATE W/ 12d's 8' O.C. MAX
g 16' O.G.
SECURE 2x6 PT, PLATE TO
BLK W/ #'x9' ANCHOR BOLT
8' CMU
W/ 2' WASHER SET IN SIMPSON
1/2' GYP. WL. BD.
HIGH STRENGTH EPDXY T'
UIOOD BASE
EMBED. MIN. s 32' Or -MAX.
THICK, 3 COAT <
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY p
�o
1—STORY GABLE
W/ VAULT CLG.
1 B BLOCK WALL
SCALE: 3/4'-1'-0'
2X4: GO
SECURE TO BLOCK W/ V
TAPCONS OR DRIVE PN
(MIN. SHANK SIZE .145
MR 14EAD SIZE 300
MIN. EMBEDMENT I V
WITHIN 8' OF EACH END 4
B' OL. MAX SPACING.
2X6, CEM
SECURE To
TAPCONS ORREWPN�
NOTE: STRUCTURAL 2X MUST
(MIN. SHANK SIZE J4S
BE ON OUTSIDE 4 SECURED
MR HEAD SIZE 900
THROUChI NON-STRUCTURAL
MIN EMBEDMENT I V)
W.- TAPCON MIN, I-Y'
WITHIN 0' OF EACH END (
EMBEDMENT INTO BLOCK
W OL. MAX SPACING.
B' CMU
2X8, Con
)g DRYWALL
SECURE TO BLOCK W/2-%'
TAPCONS OR DRIVE PM
i'X4. OR VX2' P.T. NAILER
(MIN. SHANK SIZE .145
DOOR CASING
MIK HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN EMBEDMENT I W)
ATTACH TO 2X PER
WTWIN 8' OF EACH END
ID, OL. MAX SPACING.
MAUIFACTURES DETAILS.
NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED AW)
DOOR JAMB TO BLOCK +3"
WINDOW TO BLOCK +3"
L I SCALE:
2X4: CM
SECURE TO BLOCK W/ 91.'
TAPCONS OR DRIVE PM
(MIN. SHANK SIZE .149
MIN. HEAD SIZE 300
EMBEDMENT I Y.')
WIT
WITHIN B' 6 EACH END 1
IS- OL. MAX SPACING.
NOTE: STRUCTURAL 2X MUST
BE ON d1i61DE 4 SECURED
TWRCWH NON-67MXTURAL
2X6: C®
If.' TAPCON MIN. 1-Y'
SECURE TO BLOCK W/2-%'
EMBEDMENT INTO MOCIK
TAPCONL4 OR && PM
(MIN. SHANK SIZE .145
❑
8' CMU
MIN HEAD SIZE 300
h' DRYWALL
MR. EMBEDMENT I Y')
WITHIN 8. OF EACH END 4
I'X4' OR I'X2' P.T. NAILER
IS' O.C. MAX SPACING.
2ND 2X SECURE TO
2X& CIM
STRUCTURAL MEMBER WK2A2d
SECURE tO BLOCKW/2-'V'
WITHIN 8' OF EACH END 4 6'
TAPCCN5 OR DRVE PIN
TO 8' O.C. MAX
(MIN. SHANK SIZE .145
DOOR CASING
IN. MHEAD SIZE "0
DOOR JAMB OR WINDOW
MIN. EMBEDMENT IV)
ATTACH TO 2X PER
WITHIN 8' OF EACH END 4
16' OL. MAX SPACING.
MA LFACTURE6 DETAILS.
NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49
DOOR JAMB TO BLOCK +3"
WINDOW TO BLOCK +3"
SCALE,
NOTE:
PER FBCR 905.2.E - FOR ROOF SLOPES 2:12 TO
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
SYSTEM IS REQUIRED. FOR ROOF SLOPES OF
4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS
PERMITTED BUT MUST BE PER ASTM D226 TYPE
11, ASTM D 4869 TYPE IV, OR ASTM D 615"1
2X4: CM
SECURE TO BLOCK W'4'
TAPCONS OR DRIVE PIN
(MIN. SWANK SIZE J45
MIN. HEAD SIZE 300
MIN EMBEDMENT I W)
WITHIN B' OF EACH END 4
IS' OL. MAX 6PACIW-
2X6: CM
SECURE TO BLOCK WA-V4'
NOTE: STRUCTURAL 2X MUST
TRUCTU
OR DRIVE PM
BE ON 4 SECURED
(MIN. SWA SIZE J45
THROUGH NON-STRUCTURAL
MIN HEAD SIZE 300
V TAPCON MIN I-V
MM. EMBEDMENT IYi)
EMBEDMENT INTO BLOCK
WITHIN e' OF EACH END 4
10' OL. MAX SPACING.
8' CMU
2X8: C�
)f' DRYWALL
SECURE TO BLOCK WA-1/4'
V-' OR I'-' P.T. NAILER
TAPCONS OR DRIVE PM
36' OS15. X 4' MIN.
(MIN. SHANK SIZE .145 9
MIN. HEAD SIZE 00
DOOR CASNG
MIN. EI'®EDNffNT I
DOOR JAMB OR WINDOW
WITHIN B' OF EACH END 4
t
IB' O.C. MAX SPACING.
ATTACH TO 2X PER MANIIFACTURSS DETAILS.
NOTE, SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.')
DOOR JAMB TO BLOCK +3-7/16"
WINDOW TO BLOCK +3-7/16"
V SCALE:
2X4: CM
SECURE TO BLOCK WN4'
TAPCONS OR DRIVE PM
(MIN SWANK SIZE .149
MIN HEAD SIZE 300
MIR EMBEDMENT IY!)
WITHIN 8' 6 EACH END 4
18' O.C. MAX DPACH65.
2X6: CM
SECURE TO BLOCK WA-V{'
TAPCONS, OR DRIVE PM
NOTE, SiR1CtI1RAL 2X MUST
(MIN. SHANK SIZE .N5
ISE ON OUTSIDE 4 SECURED
MIN HEAD SIZE 300
TWROUGH NON-STRUCTURAL
MR. EMBEDMENT I V)
%' TAPCON MIN I-V
WITHIN B' OF EACH END 4
EMBEDMENT INTO BLOCK
W OL. MAX SPACING.
B, CHU
2X& ®
'DRYWALL
SECURE TO BLOCK WA-1/4'
TAPCONS OR DRIVE PIN
I'X4' OR I'M' P.T. NAILER
(MIN. SWANK SIZE .145
1' P.T. x 4' MR.
MRL HEAD SIZE 300
DOOR CASRNG
MIN EMBEDMENT I Y49
WITHIN 6' O= EACH END 4
DOOR JAMB OR WINDOW
IS, OL, MAX SPACING.
ATTACH TO 2X PER
MANUFACTURED DETAILS.
NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49
DOOR JAMB TO BLOCK +3 3/4"
II WINDOW TO BLOCK +3 3 4"
SCALE, V.I'-V
A E C N I T E C T 3
6
Design
Grou b,..
L441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774.6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
c.
m
0
m
0
c
b
OUDDIN. as LOT.
SILVERADO
LOT #43
BLK #6
PROJRCT�
04128.000- 04361
MODR1s
4EBB
"1828—CALI"
GARJIGR OVUM'
LEFT
PAGR:
MONOLITHIC
1—STORY
WALL
SECTIONS & NOTES
150 MPH EXP, B
D � 10/19/17
aCALft 1/4"=1'-0"
atmss'
D 3
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R90521 ON
SHEATHING OR }' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
DOUBLE TOP PLATE
WINDOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER
SPAN CHART FOR
DETAILS
O.S.B. SHEATHING OR }' —J
CDX PLYWOOD.
ATTACHED PER FASTENER
SCHEDULE ON SHEET D5.
-1/8' THICK, 3 COAT
PORTLAND CEMENT
PLASTER OVER
EXPANDED GALV'D
METAL LATH ON
FORTIFIBER JUMBOTEX
GRADE 'D' PAPER OVER
TYVEK BUILDING WRAP
(REFER TO STUCCO
SPECS FOR COMPLETE
INFORMATION)
NOTE: SHEATHING MUST
NOT BREAK 1'-4' MIN.
FROM 2ND FLR LINE
2x4 CONT. Is TOP AND BT.
OF FLR TRUSS (TOP 2x4
SUPPORTS BT PLATE OF
2ND FLR, BTM, 2x4 IS FOR
WALL SHEATHING NAILER)
FASTEN EACH 2X4 RIBBON
W/ (5) 12d NAILS * EACH
TRUSS. BTM. RIBBON TO BE
P.T. —
WEEP SCREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2—STORY
FIRST FLOOR
BLOCK SECOND
1 FLOOR FRAME
lll'��—�-
�-
2x STUDS tv 16' O.C. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-vALUES
' T 4 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
61MP50N HETA-I6 EMBED.
STRAP 0 32' O.G. MAX VERIFY
W/TRUSS PLAN
' GYPSUM BOARD OR 2
HIGH STRENGTH CLG. BOARD
2
EE ENERGY CODE FORMS
OR INSULATION R-vALUES
GYPSUM BOARD OR }'
IGH STRENGTH CLG.
50ARD
WIST STRAP VERIFY W/
RU95 PLAN
IINDOW ATTACHMENT AS
'ER MANUFACTURES
PECIFICAVONS
WINDOW SILL
2x STUDS A 16' O.C. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-vALUES
J' T 4 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
J' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONIC. FILLED LINTEL BLK W/
(U S REBAR CONTINUOUS
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPE C IF I CAT IONS
PRECAST SILL
(1) 05 REBAR VERTICALLY
W/ GONG. POURED CELL
Ix2 P.T. FURRING STRIPS
6 16' O.C.
B' CMU
1/2' GYP. ILL. BD.
WOOD BASE
FIBERGLA55 SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R905.21 ON J' O.S.B.
SHEATHING OR }' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND PER
ELEVATIONS
VENTED ALUM. SOFFIT
STIFFBACK (SEE SEALED
TRUSS ENG. FOR SIZE 4
CONDITION)
SECURE 2x4 PLATE TO WALL W/
i'x6' THRU-BOLT5 0 32' O.C.
MAX THEN SECURE GABLE TO
2x4 PLATE W/ 12d's 8' O.G. MAX
OR
SECURE GABLE TO DBL TOP
PLATE W/ SIMPSON HTC4 s 24'
O.C. MAX
WINDOW HEADER SIZE VARIES
PER WINDOW OPENING SEE
HEADER SPAN CHART FOR
DETAILS
O.S.B. SHEATHING OR Ui' CDX
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET
D5
1/8' THICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
EXPANDED GALV'D METAL LATH
ON FORTIFIBER JUMBOTEX
GRADE 'D' PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
NOTE: SHEATHING MUST NOT
BREAK 1'-4' MIN. FROM 2ND FLR
LINE
2x4 CONT. lv TOP AND BT. OF
FLR TRUSS (TOP 2x4 SUPPORTS
BT PLATE OF 2ND FLR, BTM. 2x4
15 FOR WALL SHEATHING
NAILER) FASTEN EACH 2X4
RIBBON W/ (5) 12d NAILS 9
EACH TRUSS. BTM. RIBBON TO
BE P.T.
WEEP SCREED
(SEE DETAIL 2/03)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2—STORY GABLE'
L FIRST FLOOR
BLOCK SECOND �e
1A FLOOR FRAME
SCALE: 3/4'-1'-0'
j O.S.B. SHEATHING OR }' CDX
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET
D5
116' THICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
EXPANDED GALV'D METAL LATH
ON FORTIFIBER JUMBOTEX
GRADE 'D' PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
2x4 CONT. la TOP AND BT. OF
FLR TRUSS (TOP 2x4 SUPPORTS
BT PLATE OF 2ND FLR, BTM. 2x4
IS FOR WALL SHEATHING NAILER)
FASTEN EACH 2X4 RIBBON W/ (5)
12d NAILS 6 EACH TRUSS. BTM,
RIBBON TO BE P.T.
WEEP SCREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
No THICK, 3 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
FLOOR CONNECTION AT PARALLE
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BRACING
IS PRESENT
PRE-ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED
W/ (2) 12d's 0 EACH TRUSS
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
I' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
DOUBLE TOP PLATE
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
WINDOW SILL
2x STUDS A 16' O.G. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
J' T 4 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
( INSTALL PER MFG. SPECS.)
I' GYPSUM BOARD OR }'
HIGH STRENGTH CLG.
BOARD
CONIC. FILLED LINTEL BLK W/
(1) "5 REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
PRECAST SILL
(U 05 REBAR VERTICALLY
W/ CONC. POURED GELL
Ix2 P.T. FURRING STRIPS
* Iro' O.C.
B' CMU
1/2, GYP. WL. BD.
WOOD BASE
2x STUDS A 16' O.C. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
J' T 4 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
NOTE:
PER FBCR 905.21 - FOR ROOF SLOPES 2:12 TO
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
SYSTEM IS REQUIRED, FOR ROOF SLOPES OF
4:12 OR GREATER, (U LAYER UNDERLAYMENT IS
PERMITTED BUT MUST BE PER ASTM D226 TYPE
11, ASTM D 4669 TYPE Iv, OR ASTM D 6'I5'1
3/4' T 4 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE ON
SHEET D2
PRE-ENG FLOOR TRUSS
FASTEN EACH 2X4 RIBBON W/
(5) 126 NAILS 0 EACH TRUSS.
' GYPSUM BOARD OR
BTM. RIBBON TO BE P.T.
HIGH STRENGTH CLG.
BOARD
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
CONC, FILLED LINTEL BLK W/
(1)45 REBAR CONTINUOUS
CONC. FILLED LINTEL BLK W/
(1) IS REBAR CONTINUOUS
RIBBON
FASTENING DETAIL
2 SCALE: 3/4'=I'-0'
FIBERGLASS SHINGLES
OVER #30 FELT PAPER
INSTALLED PER FBCR
R9052.1 ON J' O.S.B.
SHEATHING OR }' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
1,0000 UPLIFT —
CONNECTOR
2x6 SYP 02 —
DBL TOP
PLATE
WALL
SHEATHING
2x8 SYP 02 —
WOOD STUDS
AT 12' CC. MAX
2xB P.T. SYP 42
SOLE PLATE
"5 REBAR m 16'
O.C. MAX, IN
CONCRETE
POURED CELL,
VERIFY PER
PLAN.
SEE ENERGY
CODE FORMS
FOR
INSULATION
R-VALUES z W
i0.- _Q
WALL -
SECTION —i
WOOD
FRAME TO
qBQ LOCK WALL m
EXTERIOR WALL STUDS
(WALL SHEATFING NOT
SNOIW FOR CLARITY)
FASTEN STUDS TO BLOCK WALL
WITH USP MST A48 STRAP WITH
FASTENERS AS SHOIW. INSTALL
STRAP . EA. END (UND) r
SPACE STRAPS AS FOLLOWS,
-no MPH 'C': 37' OD.
"W0 MPH 'C': 3i' OD.
-50 MPFI $': 46. O.C.
.We MPH 'C' 4W or
TOP OF STUD WALL L
WLE PLATE
TOP of
MASONRY WALL -
CM BLOCK WALL
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
I' GYPSUM BOARD OR }'
HIGH STRENGTH CLG.
BOARD
SIMPSON
SP2 m EA.
2X8 STUD
}' DRY WALL
}' DIA ANCHOR BOLT
AT 16' D.C. MAX WITH '1'
EMBEDMENT AND 2'
DIA. WASHER
SIMPSON SPI
A EA. 2X8
STUD
(1) COURSE TIE -BEAM
POURED SOLID WITH
CONCRETE, (1) S
REBAR HORIZONTALLY
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
Ix2 P.T. FURRING STRIPS
0 16' O.G.
6' CMU
I/2' GYP. WL. BD.
(1) 04 CONTINUOUS REBAR
WOOD BASE
04 REBAR 46' LONG
O.C.,
MIN. 24' IN SLAB
({ °
4' CONC., R_INF. W/ 6'x6'
WI.4XWI.40 WWP'1 ON 6-MIL POLY
•
ETHYLENE VAPOR RETARDER ON
WELL -COMPACTED CLEAN FILL
TERMITE TREATMENT SHALL BE
BORA-CARE
(3) S REBAR ON CHAIRS
2 O -
PLACE STRAPS SPACED
AND FASTENED AS
$wow WTH ONE
ADDITIONAL STRAP AT
EACH WINDOW KING STUD
MIN (10) 0d COMMON NAILS
INTO STUD (0.145 DIA X 1 1/2'
Low.)
FILL ALL REMAINING STRAP
HOLE$ W/ — NAILS -11
WOOD BACKW.
DO NOT PLACE SCREW IN
TOP HOLE NEAREST TO TOP
OF CMU BLOCK WALL
COIMECT BOTTOM OF
L $TRAP TO CMU BLOCK WALL
W/ (1) 3/I6' DIA. X 1.1/4'
�— SCREW
ON MASONRY
EXTERIOR STUD WALL CONNECTION
3 TO FIRST FLOOR MASONRY WALL
AR CNITEC T 5
6
Design
Grou lr,..
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774,6078
FAX: 407.774-4078
www.abdosigngroup.com
AA 4k 0003326
m
a
0
W
0
m
0
F
0
3
�
POOR a. LOT:
SILVERADO
LOT #43
BLK #6
PAOJmCT#
04128.000-04361
MODmIc
4EBB
"1828—CALI"
GARAGm B WING-
LEFT
PAGIM
MONOLITHIC
2—STORY
WALL
SECTIONS & NOTES
150 MPH EXP. B
ARCHITECT
STATE OF FLORmA
DA' 10/19/17
sCAIM 1/4"=1'-0"
a81JE T
D4
PRECAST HEADEWMIN)
2 X 4 (MIN 2 X 3) 1-3/K 74PCON
OR DRIVE PM (MIN SHANK BREWS
MIN HEAD SIZE 300
MIN EMBEDMENT 11/4')
8' FROM EACH END AND IBM 3'
O.C. MAX MM I.1/4' EMBEDMENT.w
2X6 fMM Z X 3) 2-3/K TAF'CON �x
OR DRIVE PM (MIN SHANK SIZE.HS
MIN HEAD SIZE 300
MIN EMBEDMENT 1 V4')
8' FROM EACH END AND 18'
O.C. MAX. MIN 1-1/4' EMBEDMENT
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PM (MN SHANK SIZE.145
MIN HEAD SIZE "0 2X4 SOLID BLOCKING
MIN EMBEDMENT 1 1/4" SECURE TO SHEATHING W/
S' PROM EACH END AND b' MIN. 2.12d PER BLK EA. END
OC. MAX MIN 1.1/4• EMBEDMENT 1/I6' O86 SHEATHING
VCMU WALL
ARCHWAY DETAIL
�116" AND UNDER
11_1 SCALE: U2'.I'-0.
DBL. TOP PLATE
2X4 K' O.C. MAX.
SECURE 2X4 TO
WOOD W/2.124 . b'-8'
O.C. STAGGERED
SECURE 2X4 UV 2-V
TAPCOUB OR DRIVE
PIN (HIM, .1 812E
145 MIN. HEAD SIZE
300 MIN
EMBEDMENT IY' WAN
S' EA. END NOT TO
ARGFdUJAY
EXCEED IBM O.C.
MAX
2X4 SOLID
BT. PLATE
BLOCKING SECURE
1/2' PLYLLOOD.
TO SHEATHING WITH
OR 1/I6. 098,
MIN. 2.12d PER BLK
EA END
,,,'�EXTERIOR ARCHWAY
U
SCALEi I/2'•P-0'
lO. 15je 09B. OR IV PLYWOOD SHEATHING
3Q. 90 BLOC., FELT
® 24. WIDE 26 GA GALVANIZED METAL
FLASHING
O MUST ADD DIS10, 36' WIDE AND
AND MUST BE A MIN 24' WIDE METAL.
O9 FIBERGLASS SHINGLES
DBL. TOP PLATE
2X416- O.C. MAX
SECURE 2X4 W/ 2-V
TAPCON6 OR DRIVE PIN
(MIN 8 4AW SIZE .IA5 MIN.
HEAD SIZE 300 MIN
EMBEDMENT I Y' WfN 8'
EA, END NOT TO EXCEED
K' O.C. MAX
2X4 SOLI
BLOCKING SECURE
TO SHEATHING WITH
MIN 2-12d PER MILK
EA. END
EXTERIOR ARCHWAY
PRECAST HEADER(MIN)
2 X 4 (MIN 2 X 3) 1-3/16 TAPCCN
OR DRIVE PIN CHIN SHANK 512E145
MIN HEAD 812E 300
MIN EMBEDMENT 1 V4')
S' FRO9 EACH END AND IS'
OG. MAX. MN 1.1/4' EMBEDMENT
2 X 6 (MIN 2 X 3) 2-3/16 TAPCCN
OR DRIVE PM (MIN SHANK SIZE145
4.,
MN HEAD SIZE 300
MIN EMBEDMENT 1 1/4.)
8' FROM EACH END AND IS'
O.C. MAX. MIN I-V4' EMBEDMENT
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300
1/16. OWBHEATHNG
MIN EMISEDMIENT I V4')
2X4 K' O.G. MAX
8' PROM EACH END AND 18'
(WHEN OVER K' N HEIGHTJ
O,C. MAX. MIN I-V4' EMBEDMENT
2X4 SOLID BLOCKING —
SECURE TO SHEATHING W/
MIN. 2-12d PER BLK EA END
ARCIJWAY DETAIL
AND UP
416
Q0_SCALE: 1/2'•I'-0'
rti1CLOSED VALLEY FLASHING DETAIL
N.T9.
I/1' CLG.
TR1189 91MP80N-
BOARD 4 TEXT. 9P4 • 32'
SIMPSON SP4 J 2X4 DBL. TOP PLATE OG.
. 32' O.C. V2' DRYWALL
2X4 WOOD STUDS .16' O.G.,
11'UND ON TRUSS PLAN
2X4 CONT. STRESS
BLOCKNG MID -WALL
2X4 PT. PLATE
91MPSON SP4
32. O.C, MAX
IR'XS' A.B. 32' O.C.
l' EMBEDMENT
CONC, SLAB
2 8'. CONT.
1-STORY
ry INT. BEARING WALL
r SCALE, I/2'.I'-0'
NOTE, FOR W6ALLS WNO UPLIFT OR
WAS FLOOR LOAD ONLY, DO NOT
INSTALL CONNECTORS.
TOP PLATE
r"OUS STRESS
G MID WALL
S . K' O.C. MAX,
T4
IST FLOOR STUDS TO
2ND FLOOR STUDS
SIMPSON META-36 . 32'
O.C. MAX
PRE-ENG FLOOR TRUSS
DOUBLE TOP PLATE
2x4 CONTINOUS STRESS
BLOCKING MID WALL
2x4 STUDS . K' O.C. MAX,
UOK
1/2' GYP. ILL. BD.
SECURE ST. PLATE TO SLAB
W/ }' S' ANCHOR BOLT W/ 2'
WASHER SET IN SIMPSON
HOW STRENGTH EPDXY 1'
EMBED. MIN.
SIMPSON SP4 . 32' D.C. MAX
8 INT. 2-STORY L.B.W.
SCALE: I/1'.I•_0•
PRE-ENG TRUSSES OR
CONY, FRAMED RAFTERS
j' 098. SHEATHING OR }'
COX PLYWOOD SECURED
PER FASTENER SCHEDULE
2x4 BLOCKING UNDER
WALL STUDS SCUIRE
BETWEEN TRUSS BAYS W/
(3) 12d'. EACH END
2. DOUBLE TOP PLATE
STUDS . K' OIC.
MTS-12 . EVER STUD
2X4 BT, PLATE
DORMER
9 ATTACHMENT
SCALE: V2'•I'-0'
DBL. TOP PLATE
SECURE 2 X RIP TO FIT
W/2-12dS b'-B' OG MAX.
1/8' TEXTURED FINISH
1/16' OSIS 9HEATHNG
2 X4 K'OC MAX
(WHEN OVER K' IN HIEGHT.)
2 X 4 (WHEN OVER K' IN HIEGHT)
1/4' TEMPERED MASONITE
GLUE . NAIL W/8d'S S'-U' Or -
IF NEEDED.
2 X SOLID 6LK'G . ARCH
SECURE W12-12d EACH END
—MTL WDW FRAME
'NOTE: NO GAP . WDW FRAME
TO EXCEED 114'
AIL
2 X 4 (MIN 2 X 3) 1.3/16 TAPCON
OR DRIVE PM (MIN SHANK SIZE.145
MN HEAD 812E 300
MIN EMBEDMENT I V49
e' FROM EACH END AND 18'
EXISTING MILK AMIV.
O.C. MAX. MIN 1.1/4- EMBEDMENT
1/4' TEXTURED FINISH
2 X b (MIN 2 X 3) 2-3/16 TAPCON
1/8' TEXTURED FINISH
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300
1/I6' OSB SHEATHING
MIN EMBEDMENT I VA')
B' FROM EACH END AND B'
2 X 4 16' OZ. MAX
OL. MAX. MIN 1-1/4' EMBEDMENT
(WHEN OVER 16' IN HEIGHT.)
2 X 4(WHEN OVER IS-
2 X 8 (MN 2 X 5) 2-3/16 TAPOON
ISIN HEIGHT)
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
2 X SOLID BLKY.. ARCH
SECURE W/2-2d EACH END
8' FROM EACH END AND K'
ATTACHMENT PER
OZ. MAX.IN 1-1/4' EMIBEDHEM
X
MANUFACTUIER'S SPECS.
MTL UDW FRAME
V4' TEMPERED MASONITE
'NOTE: NO GAP . WOW FRAME
GLUE 4 NAIL W/8d'S 8'42' O.C.
TO EXCEED V4'
IFNEEDED.
ARCHWAY DETAIL
B CUTAWAY
BCALE:iR'•T-0'
ROOF TRUSS UPLIFT
CONNECTOR NOT
SHOU.N FOR
CLARITY (SEE
SHOP r>ur sd
EXTERIOR WALL
SHEATHING (SEE
NOTES) FASTEN EACH STUD
TO DBL. TOP PLATE
W/ LISP 5PT24 NAIL
PER MANUF. SPECS.
SECTION AT TOP
OF EXTERIOR WALL
6 SCALE: NTS
ASPHALT SHINGLES OVER
W FELT ON 1/16' O.S.B.
PRE -ENO GABLE TRUSS
(SEE SEALDENG. PACK FOR
SIZE 4 CONNECTION)
2z4 8PF BLOCKING BETWEEN TRUSSES
WHERE
'X' BRACING 18 PRESENT
CONY, 1,4 SPF RAT RUN '
rill SECURED W/ (2) IZd'.. EACH
(2)2.
112) 2X4 -2 B.Y.P. DIAGONAL BRACE W/ (3)
1d'.. EACH TRUSS !DIAGONAL
X-MIRACIN S TO COVER 5-TRUSSES
$' GYPSUM BOARD OR }'
HIGH STRENGTH CLG,
NOTE: BOARD
DIAGONAL BRACE . CENTER OF TRUSS SPAN OR HIGHEST RIDGE.
DIAGONAL BRACE TO BE . ANY SPAN W-V OR GRATER REFER TO
TRUSS ENO. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.
0'-C' TO 30'-0' (1) X-BRACE
30'-1' TO 60'-0' (3) X-BRACE (U X-BRACE . CENTER AND (2)
BRACE DIVIDED EOIALY FROM CENTER TO END
�n1 GABLE BRACING
1v SCALE: 1/t'•I'-0'
2x RIDGE ONE SIZE LARGER
THAN RAFTER SIZE
MIN. (3) 12d NAILS OR
MIN. (4) 10d GUN NAILS
Ix6 COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN, (3112d NAILS OR
MIN.(4)10d GUN NAILS
2x RAFTERS
Ix8 NAILER SECURE TO TRUSSES
BELOW UV
(2) 12d NAILS OR
(3) 10d GUN NAILS . EA. TRUSS
RAFTER TO TRUSS MTS-12
CREATE VOID FOR STRAP
PENETRATION
ROOF DECKING OVER
PRE -ENO TRUSSES -
PRE -ENO. TRUSS
ALTERNATE CONNECTION
META-24 RAFTER TO BLK'G
BETWEEN TRUSSES'
FIBERGLASS SHINGLES OVER
'W FELT ON 1/K' O.S.B.
�1 CONV.
L2'
FRAMED ROOF
SCALE: '
0'-0' TO 30'-0' (V 'X' BRACE
30'-I' TO 60'-0' (3) W BRACE
(I 'X' BRACE . CENTER)
(2 W BRACE DIVIDED EQUALY FROM CENTER TO END)
(2) 2X4 •2 SYP DIAGONAL BRACE �
W/ 3-12d . EA TRUSS ( DIAGONAL BRACE
TO COVER 5-TRUSSES
2X4 BLOCKING ULERE 'X' BF
IS PRESENT
(2) Od NAILS EA END
TO TRUSS
SPF STIFFSACK
(SEE SEALD ENG. PACK FOR
SIZE 4 CONNECTION)
1/I6' OSB SHEATHING TRUSS 24' oG.
USE 8d NAILS AT
4' — EDGE 4 6' oc. FIELD
I/2, CLG. BOARD
2X4 UIUU/ 3/8' X 5 LA 2G .32' O.C. MA NAIL CONT. RAT RUN TO
OR 91MP8CN META-24 . 32' O.C. MAX. TRUSS W/ (2) 12d . EA TRUSS
2X4 BYP RAT ADJACENT
TO DIAGONAL BRACE.
SHEATHING NAILING TO BE DBL TOP PLATE
6' O.C. IN FIELD
4' O.C.-ALL EDGES W/Bd NAILS 2X4 STUD K' O.C, MAX,
n2-STORY GABLE END CROSS BRACING
SCALE: I/2'.I'_®•
• Ills UPLIFT
SIMPSOM HTSM20
WA0 10d TO TRIS
AND (4) 1/4' x 2 1/4'
TAPCONS TO CONT
POURED LINTEL
• 2350 UPLIFT
(2) SIMPSOM HTSM20
INSTALLED ON OPPOSITE
FACES OF BLOCK WALL
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4'
PRE -ENO t1i1198
CONiIN0008
BOND BEAM
TAP CONE
MIN. 2' COVER
2' APART
12 R ANCHOR RETROFIT
N.T9.
2" 2
FINISH 0 LANDING y
3/4' PLYWOOD FF. -
- - -� -- CL
DBL 2X6
3/0" I"IW. FINIS
'
3/4' PLYWOOD WITH
LANDING DETAIL 4 12-D COMMONS WINDER DETAIL
NAILED THRU
3/4'
FINISH EI LANDING PLYWOOD INTO
EACH STRINGER
3/4' PLYWOOD FF.
LESS THAN 4' TYP,
3-2x12 SYP STRINGER DBL 2Xi2
2XI2 TREAD ETWEEN SPINDLES
REINFORCED W/2X4 SPFOR
CUT TO IT
W/CONT. BEAD OF JOIST
IXS RISER
SUB -FLOOR ADHESIVE
FL-400 OR SIMILAR m
lo°
Z HAND RAIL
EA HORIZONTAL RUN
F
SECURE TREADS TO STRINGER
II
U
W/l3n 3' SCREWS EA
c
STRINGER, UNTHREADED SHANK
Y 1/2' DRYWALL
TO EXTEND BEYOND THICKNESS
OF SUB -FLOOR SHEATHING
IXIO TRIM
NOTE:
1' NOSING TYP.
STAIRS RISERS TO CONFORM
TO FBCR 5TH EDITION (2014)
(3) 10d CUT NAILS
MIN. TREAD 10', MAX. RISER �-3/4'
PT X
3/16' MAX. VARIATION IN RISERS/TREADS
TO
SLEEPER INTO v
ADJACENT EACH OTHER
SLAB
3/6' MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 13/4' H-1/4' OR PROvIDE EQUIVALENT
GRASPA51LIT7
3 STAIR SECTION DETAILS
WINDERS- MIN. Co' WIDE a NARROW END
MIN, II' WIDTH a 12' FROM NARROW END
SCALE: 3/4'.1'-O'
34' MIN. HANDRAIL HGT.
A E C N I T E C T t
Design
Group"...
Al N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-77441078
www.abdesigngroup.com
AA M: 0003325
H:
y
W
O
V
W
O
W
O
F
O
Z
Fli
SunDIV aE LOT
SILVERADO
LOT #43
BLK #6
PROJECT*
04128.000-04361
MODEL&
4EBB
"1828- CALI"
GARAGE 8WDJG:
LEFT
PAGE:
MISC.
DETAILS
150 MPH EXP. B
DAM 10/19/17
EICALE2 1/4"=1'-O"
Bill" T
D 5
PRODUCT APPROVAL LISTING -SHINGLES -STANDARD
PRODUCT APPROVAL LISTING
EXPIRATION DATE
FL 10446-R4
SIMPSON STRONG -TIE CO
STRUCT CDMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FL 10447-R3
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FL 10456-R3
SIMPSON STRONG -TIE CO
STRUCr COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FL 17236-R2
LISP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 17244-RI
USP STRUCTURAL CONNECTORS
STRUCT CDMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 17243
FL 17241
FL 17236
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 17244
FL 6223-R2
FL 17236
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 7473-R6
EAGLE PRODUCTS
ROOFING
ROOF TILES
2014 FBCR
12/31/2018
FL 12019-R5
AMERICAN CONST. METALS
PANEL WALLS
SOFFIT
2014 FBCR
3/2/2020
FL 17624
PLYGEM
PANEL WALLS
SOFFIT
2014 FBCR
7/31/2019
FL 14039-R2
PLYGEM
SINGLE HUNG
2014 FBCR
7/31/2019
FL 14634-R2
PLYGEM
SLIDING GLASS DOOR
2014 FBCR
7/31/2019
FL 15264
PLYGEM
WINDOWS
MULLIONS
2014 FBCR
7/31/2019
FL 14253-R3
PLYGEM
FIXED GLASS
2014 FBCR
7/31/2019
FL 15217-R4
MI WINDOWS & DOORS
SINGLE HUNG
2014 FBCR
12/31/2017
FL 13349-R4
MI WINDOWS & DOORS
SLIDING GLASS DOOR
2014 FBCR
12/31/2017
FL 15333-R2
MI WINDOWS & DOORS
WINDOWS
MULLIONS
2014 FBCR
12/31/2017
FL 15076-R3
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2014 FBCR
12/31/2017
FL 5678-R3
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTONAL
2014 FBCR
12/31/2038
FL 5684-R7
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FL 15279-R4
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FL 5891-R5
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR
2014 FBCR
12/31/2018
FL 10758-R6
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2014 FBCR
04/13/2018
FL 10477-R3
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 13192-R4
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 13223-R3
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 13265-112
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 4103-R8
TAMKO
ROOFING
ROOFING ACCESSORIES
2014 FBCR
12/31/2018
FL 7006-R9
IKO
SHINGLES
30 YEAR
2014 FBCR
9/6/2021
FL 158-R8
CASTCRETE
STRUCTURAL
LINTELS
2014 FBCR
9/11/2018
THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA
VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO
PURCHASE AND INSTALLATION.
REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM @
WW W.FLORIDABUIIDiNG.ORG
CONTROL DATE: 09/26i2017
A E C N I T E C T 8 1
Design
Grou �!
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA t. 0003326
h
0
h
O
4
Ewan►. as LOT.
SILVERADO
LOT #43
BLK #6
PROJWT#
04128.000-04361
a�oazazr
4EBB
"1828-CALI"
GARAGIC 8'WI G:
LEFT
PAaM:
PRODUCT
APPROVAL
LISTING
150 MPH EXP. B
DATM 10/19/17
ECALR: 1/4"=1'-0"
Eifm=
D 6
PREFORMED CONTROL JOINT"
FLANGE OF CONTROL JOINTS Td
BE WRED TIED TO LATH • $'
O.C. MAX (VERTA NOTE. DO
NOT FASTEN CONTROL JOINT TO
WALL EVEN IF 87UD EXISTS
BEYOND EXCEPT STAPLES W/
4. LEG MAY BE USED TO TEMP.
SECURE CONTROL JOINT
DURING INSTALLATION -------
FASTENERS TO BE SPACED
° T' OL. MAX VERTICALLY
il' THICK 3 COAT CEMENT
PLASTER
MM LAYER 4. FORTIFIBER
BUILDING PAPER
APPROVED METAL LATH
FASTENED RT' (VERT.) O.C. MAX
AT SUPPORTS
WM LAYER -1,
STUCCO WRAP
WOOD SHEATHING
ATH -SHALL NOT
_
CONTINUOUS 6' TO a'
b• ro t'
NROUGFI CONTROL_—
INTS BUT SHALL
STOPPED AND
IED AT EACH SIDE.
R ABTM C1063
R.
PROVIDE 2X4 BLOCKING
PLACED FLAT MAX 6' TO S'
\
/ FROM CONTROL JOINT WHEN
JOINT FALLS ON
ioTEICONTROL
FASTENERS FOR LATH TO BE NAILS OR/
BTRUCtURAL STUD
tAPLEB IN COMPLIANCE Ul/ ASM C1063
. WIRE TIES TO BE (NO. 18) 0®419' WIRE /
. BLOCKING BHOM MAY BE IN ADDITIOI* \
O WALL STUDS REQUIRED PER PLAN /
I
I
O"M" TYPE CONTROL JOINT
Ot FOLD MW411D • PT. A
(pow
OI TOLD MaWRD
PT. A
2. CREASE . R. D
i
® ®FOLD
Oi. FOLD M mw • n. A
2.G Aw•PT.e
rDLp
M
®
L TOLD NtlY.ARD • PT. A
2 GREASE • W. D
3. cREA6E • PT. C
4. FOLD PT. C OVER PT.
a TILL rt. c TOIrAae
LOTTO, RANBE
eOTTQ,
FLAN3E
UH,TCR TIGNi
seAL raD. �
tl¢x cur.
/' THICK 3 COAT CEMENT
PLASTER (FRAME), N' 2 COAT
CLMENT PLASTER (CNN)
UIRB LATER -2. FORTFIBER
BUILDING PAPER (RPAME ONLY)
WRS LAYER 7,
STUCCO ILRAP(PPME OILY)
LAP LAYERS OF M LONi U141P
OvLR NAILMO MOP xAWR, ST
6H�MA1'@•
—PIRAME oR CMU
a I_Fqum
POUT RASNNa (SEE
blQg MSTALL KIdWlT
R.A&(NS AT eOTOM CF ROOF
RIALL MTERSECTKMS
NOSE,
APPROVED BUILDING WRAP
SHALL BE LAPPED A MINIMUM OF 4 ,,4' SELF -ADHERING MEMBRANE 6 °
6' R VERTICAL LAPS (ROLL FLASHING (COMPATIBLE UU HOUSE
ENDS) A 6' a HORIZONTAL LAPS. IURAP MATERIAL) OVER 4'
ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I- APPROVED HOUSE WRAP.
WITH FORTIBER BHEATHNG TAPE FLdBHING TO EXTEND ONTO PIPE l^
/ \ I' OR LESS PIPE — 6'xb' SELF -ADHERING MEMBRANE
/ \ PENETRATION
FLASHNG (COMPATIBLE W/ HOUSE
/ \ WRAP MATERIAL) OVER 4'x4'
L
SELF-ADHERING MEMBRANE
FLASHING OVER APPROVED
IN. LAP .METAL LATH 4HOUSE HEAP,
FLASHING TO EMEND ONTO PIPE
x X X
� CUT AND OVERLAP ONE? SIDE OF
1 METAL LATH SELF -ADHERING MEMBRANE CUT AND OVERLAP ONE SIDE OF
FLASHING yip �I ���p �1 _
STEP 0I STEP 02 FLASHING R
STU LATER 9, I P THICK, 9 COAT CEMENT
9tUCC0 WRAP PLASTER STUCCO
LATER P
METAL LATH STUCCO UIRAP
6' MM PAPER LAP BELOW ONLY_ 77-
RED
UM LAYER 4, FORTIP15ER
UPS LAYER -2, FORTIFIBER BUILDNS PAPER
UM LAYER -2, FORTIFIBERBUILDING PAPER- t'BTAL LATH
BUILDING PAPER —''SELF-ADHERING MEMBRANE
STU LAYER �, ___STUCCO WRAPFLASHING OVER4'x4'
BEL —ADHERING. MEMBRANE
WOOD SHEATHING INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED
STRAPS, STAPLES) AS HOUSEWRAREQUITO SECURE FLASHING TO EXTEND ONTO PIPE
PIPE/ WIRE TO FRAMING
_--4'x4' SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
le MIN LATH _ _ HOUSE WRAP.
L PALLL°P a — FLASHING TO EXTEND ONTO PIPE
2 APER A
SCALE: I --/6' CONT, BEAD OF SEALANT
INSTALL APPROVED HOUSEWRAP AIR
INFILTRATION BARRIER OVER
". SHEATHNG
ELASTOME 1. COATING OVER STUCCO/
C.V. FINISH (SEE TYP WALL SECTION)
® KICKOUT
DETAIL
"TER TI°M REAL (BEND M
SOLDER. y�yy�(y
VERTICAL LATH
& PAPER DETAIL
NOTE:
BIDE LAPS OF METAL
PLASTER BASES SHALL
BE SECURED TO
PIEA)'TMIG MEMBERS.
THEY SHALL BE TIED
BETUEEN SUPPORTS
WITH 0ID419-N. (121-MM)
WIRE AT INTERVALS NOT
MORE THAN S' ) (229-MM
AS PER ASM CI063
TUAI.
FOR REPAIR OF TEAR$
IN WM LAYERS, TEARS
MAY BE PATCHED
W/NOUSE WRAP TAPE
PER MANF. SPEC. OR
PEEL P STICK
WOOD
SHEATI
BUILDII
PAPER
STUCCO
HORIZONTAL LATH
& PAPER DETAIL
WOOD SHEATHING OR CMU
WRB LAYER °I,
STUCCO WRAP (FRAME ONLY)
J' THICK, 3 COAT CEMENT
PLASTER(FRAME), I/V 2 COAT
CEMENT PLASTER (CMU)
METAL LATH (FRAME ONLY)
LAP WR5 a TAPE OVER
ROOF/WALL 5CREED
zl 5'X5' 'L' TYPE CONTINUOUS
r GALV. METAL FLASHING
(NAIL TO ROOF DECK, NOT
n' F' WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
, i— L INSTALL WITH ROOF CEMENT
ROOF
ROOF PER ELEVATIONS
O"L" FLASHING
N.T.S.
SECTION PER FBC R703.6.1
ElMllu WMrR e. PRPter ",
ExlmWOT use d PcrderM —,.,A P.
shall comply with me a+Psce6on
requiremems of ASTM C 626-12A
LInstell,l*, oI extarl" WSing and hand g
IIshell wmply with ASTM C 1063-12A.
DETAIL 1P
DAPEF>ENET�)4TION
N.T.5,
LEGEND
DRAINAGsE PLANE (WRB
LATER *11, STUCCO WRAP)
WRB LATER 1*2 (FORTIFIBER — — — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO E.
WOOD SHEATHING
SELF—ADHESIVE FLA6141NG — — — — — —
NOTE:
METAL LATH: L)471+4 TO BE PER FBC
R103.6.1 / ASTM C—a4l-09, MIN, 2.5 LBS,
PER SQ. `I'ARD (UTILIT`I' OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
A! C N I T E C T 3
Design
Gr
.� LONG WOOD, FL 32760j
PH: 407-7746078
FAX: 407-7744078
www.abdesigngroup.co
AA k: 0003326
W
Lei
O
O
F
O.
2
L8"SD31V* a6 L
0
1RADO
LOT #43
#6
PROJmCT�
04128.000-04361
MODIn,
4EBB
1828— CALI"
GARAGE aWUTO:
LEFT
PAOR:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHfTECT-
3TAOF
9e9j372
ROLAND AAR N
DAR jk 10/19/17
®CALF 1/4"=1'-0"
alizmmFr
WAI
BACKER ROD
BACKER ROD
WRB LAYER M,
srurrn nPA,P
INSTALL 6' SELF -ADHERING
MEMBRANE FLASHING OVER
TOP, SIDE(S) AND BOTTOM
FLANGES OF NON -MOVABLE
FRAME OF THE EXHAUST.
SEQUENCE OF FLASHING TO BE:
1. BOTTOM, 2. SIDES. 3. TOP
VENT CAP IS TO BE SET IN BED
OF SEALANT AT TOP AND
SIDES ONLY. SEALANT IS TO BE
TOOLED SO AS TO DEFLECT
WATER AWAY FROM JOINTS,
E-Z BEAD ALL AROUND
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
APPLY SEALANT AT PERIMETER OF
NON -MOVABLE FRAME AND STUCCO
ON ALL SIDES, Yi CAULKING o JOINT
ALL AROUND
PER FBC R703.6.1
Exterior lathing and plastering
Exterior use of Portland cement plaster
shall comply with the application
requirements of ASTM C 926-12A.
Installation of exterior lathing and framing
shall comply with ASTM C 1063-12A.
111...
HOODED VENT
x
'
X, d' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER R, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
DRYER
VENT (FRAME.)
WOOD SHEATHING
WRB LAYER M,
STUCCO WRAP
WIRE, LAYER -2, FORTIFIBER
BUILDING PAPER
WOOD -
CONSTUCTION
-METAL LATH
s.,
B' GMU VINYL CASING BEAD
b' RAISED BAND
Y.' TO $' MID -WALL
WEEP SCREED
b' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
Z FLASHING
STONE VENEER
OVER SCRATCH COAT
HORIZONTAL WEEP SCREED
W/STONE VENEER
(FRAME TO BLOCK
LEGEND
DRAINAGE PLANE (LURE
LAYER *l, STUCCO WRAP)
WRB LAYER 02 (FORTIFIBER — — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO C_.
WOOD SHEATHING �777TlTTTTl
SELF-ADHESIVE FLASHING — — — — —
NOTE:
METAL LATH: LATH TO BE PER FBC
R103.6.1 / ASTM C-84"1-OS, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
STUCCO
FINISH
6' SELF ADHESIVE
OVER TOP a SIDES
SELF
FLASHING
UNIT
PREMANUR DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT 6
TOP d SIDES
0 DRYER VENT (BLOCK)
BUILDING PAPER
OVER 'QUICK
FLASH'
PIPE THROUGH —
WALL
6' SELF ADHESIVE
FLASHING (INSTAL
PER MANUF. SPEC
BUILDING PAPER
UNDER 'QUICK FL<
�VENT PENETRATION
U SCALE: N.T.v,
ELEC. METEF
VERIFY LO
STUCCO SCRATCH COAT
d 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
1
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLEND FOAM
-("GREAT STUFF" OR SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
I THAT ELEC. WIRE PENETRATES
ELE
C. METER FIELD
VERIFY LOCATION
CONSTRUCTION
WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
J' THICK, 3 COAT CEMENT
PLASTER
la' TO Ye' MID -WALL
WEEP SCREED
I �6' SELF-ADHESIVE
11 FLASHING
WOOD FRAMED
WALL
HORIZONTAL WEEP SCREED
( FRAME TO FRAME)
PROVIDE STUCCO SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER 01,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEWRAP
BELOW
CUT SUCH THA
NO MEMBRANE
ENTERS BOX,
APPLY TO FA(
EDGE
APPLY E-Z
OVER 60 MI
GRADE 'D'
FELT-PROVII
SEALANT AT
JOINTS AND
INTERSECTIC
WOOD SHEATHING
LAYER -1,
STUCCO WRAP
WRB LAYER -2, FORTIFIBER
BUILDING PAPER
- METAL LATH
WOOD
T/8' TEXTURED
�FINISH
CONSTRUCTION
• WOOD
.. FASTEN TO WOOD STRUCTURAL
MEMBER • T' O.C. MAX
s cMu
Ys' TON MID -WALL
�IICCP 4!'OCCC1
_ FJ
• 6' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
_ TEXTURED
FINISH • MASONRY
7B HORIZONTAL WEEP SCREED
(FRAME TO BLOCK
� 8
WRB LAYER "I,
STUCCO WRAP
CUT 'X'INTO
SELF -ADHERING
t"J,
MEMBRANE FLASHING
APPLY SELF -ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRB LAYER
STEP #1
STEP #2
ti,
LAYER 01,
STUCCO
STUCCO WRAP
APPLYR60D' MIN -
GADE ' FELT
OVER
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP
STEP #3
SELIF-ADHERING
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
STEP #4
ELASTOMERIC
COATING OVER
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
STEP #E� STEP #6
OELECTRICAL RECEPTACLE
A R C N I T E C T 8
6
Deign
Grous.2.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32160
PH: 407-774.6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
m
a
0
0
h
C
O
[s>�IV S. ��
SILVERADO
LOT #43
BLK #6
Pa0imiTo
04128.000-04361
MODELt
4EBB
"1828-CALI"
GARAGE E 'WMG:
LEFT
PAGR:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ROLAND A ABWCHACRA
AR NO 93723
10/19/17
BCAM 1/4"=1'-0"
B*IMW
V!W A2
WOOD SHEATHING
WRB LAYER'(,
STUCCO WRAP
WOOD
WRB LAYER -2, FORTIFIBER
CONSTRUCTION
BUILDING PAPER
s/i HAT CHANNEL
J' THICK, 3 COAT CEMENT
W/gy' TYPE 'X' DRYWALL
PLASTER
6' SAP, a TOP OF WEEP SCREED
- TO SHEATHING BEHIND WEEP SCREED
WOOD SHEATHING
4' POSITIVE DRAIN
WEEP SCREED
WIRE, LAYER -1, —�
STUCCO WRAP
a' THICK, 3 COAT CEMENT
PLASTER
6' SELF-ADHEREING
CUSTOM r-ASIW, BEAC-t>
FLASHING WRAPPED
• TOP OF WEEP SCREED
i
-
TO SHEATHING BELOW
i
WRB LAYER 1,
-x' \
STUCCO WRAP
�
WRB LAYER 2, FORtIFIB
i m I
BUILDING PAPER
t ..
`
6' SELF-ADHEREING
WRB LAYER'(,
FLASHING WRAPPED
STUCCO WRAP �v
o CORNER OF CANTILEVER
4'
POSITIVE DRAIN
AMICO AM66-ILFWC-180
1 /2 i WEEP
SCREED
CUSTOM CASING BEAD---�
NO GAP IN FIELD �
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
CASING BEAD
10A DTL. ® CANT.
SCALE: 11/2' • I'-®'
NOTE:
METAL LATH: LATH TO BE PER FBC
R103.Co.1 / ASTM C-84-1-09, MIN, 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFIGATIONS)
WOOD CONSTRUCTION
WEATHER RESISTIVE
BARRIER 'I
3/4 RESILIENT WEATHER RESISTIVE
HAT CHANNEL BARRIER -2
VINYL CASING BEAD
d' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
5/8' TYPE 'X' DRYWALL
W/TEXTURED 4 PAINTED
WOOD SHEATHING
FINISH
j' THICK, 3 COAT CEMENT
(2) 2x12 HEADER
PLASTER
VINYL CORNER BEAD
4' POSITIVE DRAIN
ILBEP SCREED
VINYL CASING BEAD
NO GAP IN FIELD
(SHOWNN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
11D DRIP EDGE
INSTALLATION
5/8' TYPE 'X' DRYWALL
W/TEXTURED 4 PAINTED
FINISH
J' THICK, 3 COAT CEMENT
PLASTER
VINYL CASING BEAD
WOOD CONSTRUCTTON
WEATHER RESISTIVE
BARRIER '1
WEATHER RESISTIVE
BARRIER "2
d' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
HEADER/BEAM
VINYL CORP. 4'
POSITIVE DRAIN
WEEP SCREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
11EDRIP EDGE INSTALLATION
EXT, WOOD FRAMED
WALL
SUB -FLOOR DECKING
PRE-ENG•D TRUSS
(LEATHER RESISTIVE -
15ARRIER'I
WEATHER RESISTIVE -
BARRIER '2
J' THIM 3 COAT CEMENT`
PLASTER
METAL LATH
WOOD SHEATHING
4' POSITIVE DRAIN
WEEP _!'PEED
ES
LNO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
EXTERIOR GRADE
DRY WALL
J' THICK, 3 COAT C
PLASTER
10 CANTILEVER DRIP
EDGE
DRAINAGE PLANE (WR5
LATER 01, STUCCO WRAP)
WRB LAYER 02 (FORTIFI5ER
BUILDING PAPER)
METAL LATH
STUCCO
FINISH LAYER (2 LAYER
PEEL 4 STICK)
--\
6' PEEL 4
STICK • DRIP 1
EDGE TO
DECK
I X4'XI %' P.T. OR SIMULATED
WOOD (TREX) FILLER
CONTINUOUS
WATER PROOFING lot t \'
LAYER (2 LAYER PEEL 4\
STICK) WRAPPED FROM /
BALCONY DECK TO —/
CANTILEVER
t
6' PEEL 4 STICK " V
DRIP EDGE TO DECKS 1
I $'XI 3'4' P.T. OR SIMULAT
WOOD (TREX) FILLER,
CONTINUOUS
Yd GAP FOR BACKER
ROD 4 SEALANT
FINISH LAYER (2 LAYER
PEEL 4 STICK)
3/4 RESILIENT
HAT CHANNEL
W/TEXTURED 4 PAINTED
FINISH
J' THICK, 3 COAT CEMENT
PLASTER
ANYL CORNER BEAD
VINYL CASING. BEAD ---
COLUMN SHEATHING
,WEATHER RESISTIVE
BARRIER'(
3' X V 26 GA. GALV.
WEAYH�R RESISTIVE
METAL DRIP EDGE
SET IN FULL BED OF
%
1 BARRIER n
�\
�l
SEALANT, Yt' MIN.
SPACE FROM DRIP
-
/
/
1 6' SAP.
I' FEEL 4 ST `CK
\\
FACE TO TREX
i
I V.3' 'L' FLASHING
FULLY EMBEDDED
\
IN ROOF CEMENT
I N X 3' 26 GA. GALV.
Y 4' GAP FOR BACKER
METAL DRIP EDGE
ROD 4 SEALANT
GAP FOR BACKER
SET IN FULL BED OF
ROD I SEALANT
R
SEALANT, Ji' MIN.
VINYL CASING BEAD
SPACE FROM DRIP
FACE TO TREX
WEATHER RESISTIVE
WEATHER RE515TIVE
VINYL CASING BEAD
•?
BARRIER'(
BARRIER -1
�X•
WEATHER RESISTIVE
'
WEATHER
WEATHER RESISTIVE
WATER PROOFING lot —
BARRIER 2
•co.n.u.�.e '
BARRIER R
LAYER (2 LAYER PEEL -
I -''
EXTERIOR COLUMN
4 STICK)
•..a.." ° .
COLUMN SHEATHING
DECK MEMBRANE,
EXTEND OVER DRIP
EDGE
3' X 3' 26 GA. GALV
METAL DRIP EDGE
SET IN FULL BED OF
I SEALANT, )S' MIN.
SPACE FROM DRIP
FACE TO TREX
WATER PROOFING lot
LAYER (2 LAYER PEEL 4
STICK) WRAPPED FROM
BALCONY DECK TO
CANTILEVER
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
WEATHER RESISTIVE
BARRIER '1
-WEATHER RESISTIVE
BARRIER '2
4' POSITIVE DRAIN
WEEP SCREED
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCE55ORIES ONLY)
BALCONY DRIP
x—x—x—X 11A EDGE INSTALLATION
WOOD SHEATHING �iii��lTll�
SELF-ADHESIVE FLASHING — — — — —
WOOD SHEATHING
6' SAP.
\ PEEL 4 STICK
` 11
1 Y,' 3' 'L' FLASHING
SUB FLOOR i
FULLY EMBEDDED IN
®
ROOF CEMENT
T-T+'
I YF X 3' 26 GA. GALV.
METAL DRIP EDGE
I J4'XI Jf' P.T. OR SIMULATED
BET IN FULL BED OF
WOOD (TREX) FILLER,
SEALANT, )4' MIN.
CONTINUOUS
SPACE FROM DRIP
I , /FACE TO TREX
77 Ya' GAP FOR SEALANT
VINYL CASING BEAD
OPT. BACKER ROD.
WATER PROOFING fat
MODIFIED 90
LAYER (2 LAYER PEEL 4
3/4 RESILIENT
STICK) WRAPPED FROM
HAT CHANNEL
BALCONY DECK TO
VINYL CASING BEAD
CANTILEVER
J' THICK, 3 COAT CEMENT
PLASTER
5/8' TYPE 'X' DRYWALL
i
! - METAL LATH
W/TEXTURED 4 PAINTED
t WOOD SHEATHING
FINISH
J' THICK, 3 COAT CEMENT
4' POSITIVE DRAIN
WIEEP SCREED
PLASTER
ND GAP IN FIELD
VINYL CORNER BEAD
(SHOWN FOR CLARIFICATION OF
VINYL CASING BEAD
SEPARATE ACCESSORIES ONLY
BALCONY DRIP
11C EDGE INSTALLATION ® COLUMN
(W /"T."
PT.ACT-TTM('_)
-- 2x FRAMING MEMBER
WRB LAYER W, ;�I
STUCCO WRAP 3i5
' THICK, 3 GOAT CEMENT
<<A
WOOD SHEATHING
PLASTER
WRB LAYER 2, FORTIN R
2 1/2" CORNER BEAD
BUILDING PAPER
t "I,
FASTENED TO SHEATHING
41
;J
METAL LATH
•-
i
WRB LAYER
STUCCO WRAP
to l' O.C. MAX.
�t
F •
�' THICK, 3 COAT CEMENT
i i WRB LAYER 02, FORTIFIBER
{{
PLASTER �• �
I ; BUILDING PAPER
�. -WRS LAYER "I,
6'5ELF-ADHERING
I METAL LATH
STUCCO WRAP
FLASHING
x.
'I
` THICK, 3 GOAT CEMENT
WOOD SHEATHING:
�`
-.(EXPLODED
VIEW FOR PLASTER
1
I GLARITY)
METAL LATH
DRIP CAP
1
WRB LAYER 02, FORTIF15ER
BUILDING PAPER
WINDOW FLANGE
(14 A CORNER BEAD C) FRAME
2 1/2"
— ----,K CORNER BEAD
(FASTENER 4 SPACING B 1- O.G.)
CMU
%' THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
� R\CORNER BEAD � BLOCK
U1R8-LAYER •I, i
STUCCQ WRAP
WRB LAYER 2, FORTIFIBER =
BUILDING PAPER =K 1.
\ I '
\ a
METAL LATH
THICK, 3 COAT CEMENT 4 .
PLASTER 7T_ _
6'SELF-ADHERING
FLASHING t
DRIP CAP
WINDOW FLANGE 'J
15B CASING BEAD ® WINDOW
FRAME, NO BAND)
A R C B I T E C T 8
Design
Gr u h..
L441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32780
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA H: 0003326
w
4
cam,
may..
0
y
c
F
0
[IPMGM 1s LOT
SILVERADO
LOT #43
BLK #6
ROJECT*
04128.000-04361
MODMXA
4EBB
"1828-CALI"
GARAGE B'WMG'
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHITECT.
STATE OF FLORA
647
D TM 10/19/17
BCAIM 1/4"=1'-0"
BI'>3ET
A3
WOOD SHEATHING —�
WRB LAYER •I,
STUCCO WRAP
WIRB LAYER °2, FORTIFIBER
` BUILDING PAPER —�
METAL LATH ------- �\
J' THICK.3 COAT CEMENT
PLASTER
6'SELF-ADHERING
FL ASH ING
VINYL ANGLED /
CASING BEAD
DRIP CAP —
WINDOW FLANGE
WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
r WRB LAYER "2, FORTIFIBER
BUILDING PAPER
METAL LATH
-(EXPLODED J" THICK, 3 COAT CEMENT
VIEW FOR PLASTER
CLARITY)
WRB LAYER "I, —
STUCCO WRAP
VINYL ANGLED
Y<' GAP TYP 9' THICK 3 COAT CEMENT
CASING sEAD PLASTER
TO TRIM --METAL LATH
1X TRIM MEMBER
® STUCCO TO
SIDING TRANSITION WRB LAYER 12, FORTIFIBER
BUILDING PAPER
SIDING WOOD SHEATHING
WRB LAYER LN, \ \ WRB LAYER II,
STUCCO WRAP STUCCO WRAP
�- CASING BEAD
6' SELF-ADHEREING
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
18 CASING BEAD
(CROSS SECTION)
••'-'•, ' ••.• '.•�•-••• / :�. r
\\ / j
•�
WOOD SHEATHING
WEATHER RESISTIVE
WRB LAYER 02, FORTIFIBER
`•
BARRIER �I
BUILDING PAPER -
`
BATHER RESISTIVE
I
/
\
METAL LATH ..
ui �XRl %LL, P SIDING
i
/
\ 0ELIF--'ADHERING
1
THICK, 3 COAT CEMENT sir
1
b' SELF -ADHERING
/
PLASTER iiii
C
r
FLASHW. L
�\ I U
LATHER RESISTIVE
\ '��'�'•
'
/,
STARTER STRIP /
\\ \\
RESISTIVE
6'SELF-ADHERING'
J
BARKER
FLASHING
�
�•
DO NOT CAULK OR I
I \\
y b' SELF-ADHERMG
`••\
rr
/
SEAL OPENING
�
/ FLASHING
T-��
/
GALVD METAL \
_
GALV'D METAL
'Z' fLABNING
DRIP CAP
WINDOW FLANGE
CASING BEAD C> WINDOW
(15 C (FRAME, W/BAND)
WOOD SHEATHING
METAL LATH —
WRB LAYER 01,
STUCCO WRAP
LURE, LAYER "2, FORTIFIBER
BUILDING PAPER
J' THICK, 3 COAT CEMENT -
PLASTER
VINYL ANGLED
CASING BEAD
VINYL CASING BEAD
'Z' FLASHING
DO NOT CAULK OR
I Y.a' �X�� b' SIMULATED - - —
WOOD TRIM MEMBER
l 1 Y+' X SIMULATED
T
I WOOD TRIM MEMBER
\� SEAL GAP W/CAULKING
/ OR APPROVED SEALANT
�`.
BEAD CASING
SIDING TO STUCCO
(9 BLOCK TO FRAME
19 TRANSITION
NOTE:
METAL LATH: LATH TO BE PER FBC
R-103.6.1 / ASTM C-84l-01B, MIN. 2.5 LBS.
U)001) SHEATHING PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
THICK, 3 COAT CEMENT
SEALANT PLASTER
METAL LATH
WINDOW FRAME ,l
/_ .......... __...._-.... _ .......__._.... �—.__ _ WRB LAYER 02, FORTIFIBER
BUILDING PAPER
E-ZE-Z BEAD CASING
CASING
— (W/3/a' FLEXIBLE PVC BACKER ROD)
2X FRAMING
MEMBER
#
WRB LA EIR I,
WOOL) C
WOOD CONSTRUCTION61
SE F-
b' SELF-AD4ERINGW.
STUCCO WRAP
�D 9NEATHSTI WEATHER RESISTIVE
it
BARRIER 1
TIVE
A' BAILERRILEATHER -1 TO LAPBARRIER'( TO LAPLEATHER
�619TIVE
/ b'MIN. ABOVE TOP
BARBER
=FLASHING
11JRB LATER "2, 1=0RTIFIBER
' x '1 Y' LAP BIDING
IbfXA L
/IBUILDING
PAPER
QOF
ILEATHERRE9ISTIVE
BARRIER ryBAtLEATWER
b'BELF-ADHERING
FLASHING
z
RRIER RESISTIVE
METAL LATH
STARTER STRIPGALV'D
DO NOT CAULK OR
METAL
Z' FLASHING
l" THICK, 3 COAT CEMENTDAL
SEA( Or+ENIN_-
A OPENW,
(EXPLODED
/,-
VIEW FOR PLASTER
CLARITY)
GALV'D METAL
FLASHING
I Y' X b' 'SIMULATED
TRIM MEMBER
WEATHER RESISTIVE
BARRIER R SI LAP
W MIN. ABOVE TOP
OF 'Z' FLASHING
CASING BEAD Ca?> RAISED
S17A��iSCALE;
BAND (FRAME)
1 1/2' = I'-(O'
E-Z BEAD VINYL CASING Yi X b' SIMULATED
(W/%' FLEXIBLE PVC �; \ / I WOOD TRIM MEMBER
BACKER ROD) R W SELF -ADHERING \\ I I L I FLASHING
FLASHING \
JL' THICK 3 COAT \` ' ' SEAL GAP W/CAULKING
CEMENT PLASTER '.�I OR APPROVED SEALANT
WEATHER RESISTIVE ,' _ LEATHER RE515TIVE
BARRIER BARRIER '7
WEATHER RESIBIIVE E-2 BEdD VINYL Cd81NG
BARRIER 9 (W/36' PLEXIBLE PVC
BACKER ROD)
SIDING TO STUCCO (LEATHER RESISTIVE
® FRAME TO FRAME BARRIER'l
TRANSITION
iJ
WINDOW FRAME
WINDOW FLANGE
2X FRAMING
MEMBER
mo,6107�
WRB LAYER "I, STUCCO WRAP,
WRAPPED AROUND FRAMING
MEMBER
6' SELF ADHESIVE FLASHING
WOOD SHEATHING
DETAIL BELOW EXPLODED
FOR CLARITY
9' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
6' WIDE PEEL 4 STICK
OVER FLANGE
E-Z BEAD VINYL CASING
(W/3/a' FLEXIBLE PVC BACKER ROD)
-APPLY FULL BED OF SEALANT BETWEEN
FLANGE 4 BUILDING WRAP
BEAD WINDOW CASING(
LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WRB LAYER *2 (FORTIFIBER — - - —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD SHEATHING ZTl/TT/�
SELF-ADHESIVE FLASHING — — — —
A R C N I T B C T 8
6
Des n
Grou
L441 N. RONALD REAGAN —
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA Y: 0003325
w
8
0
y
0
F
0
eUDDIV Ss WT"6
SILVERADO
LOT #43
BLK #6
PAOJffiCT*
04128.000-04361
wODaIs
4EBB
1828— CALI"
GwRwGE OWING:
LEFT
PAGII:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
rm:E_v�
10/19/17
1/4"=1'-0"
A4
CUT HOUSEWRAP
AT 45' ANGLE
MODIFIED 11• CUT
IN HOUSEWRAP
LINE OF WINDOW -
OPENING
I APPROVED HOUSEWRAP
OVER SHEATHING OVER
WD STUD WALL
EXTEND
BELOU
FLEXIBLI
DO NOT
FIN
ft
STEP I
TEMPORARILY
FOLD -UP 4 SEC
HOUSEWRAP(0
TUCK FLAP UND
at HEAD
FOLD HOUSEW
IN AT JAMBS /
SLOPE SILL R
NSTALL 6'
5ELF-ADHE
-LASHING C
VINYL PEA]
'LASHING (
DAMS) NAZI
=LANGE
EXTEND
SELF-ADHE
=LASHING I'
5EYOND J•
-LASHING
NSTALL VII
SAP
ALIGN FLASHING
W/ INT. EDGE OF
SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGES. (CAP
NAILS, STAPLES)
INSTALL DUPONT
FLEXWRAP AS TE
FLASHING AT THE
FOLD
DOWN
DIAGC
ACRO
WINDC
APPLY 4b• NOM.-
.ONTIN000S BEAD
SEALANT AT
AMEIS AND HEAD o�
APPLY TO BACK OF
11NDOW NAILING
'LANGE IN LINE W/
'FRE-PUNCHED
IOL£S OR SLOTS.
AIDE ADHESIVE -
_XISLE FLASHING
VIER DRIP CAP
'ECTO-WRAP
E(2UIV)
WINDOW FLASHING
INSTALLATION DETAILS
1� O ( FULL WRAP) SCALE: NTS
STEP 4
STEP J
INSTALL WIND<
PLUMB, LEVEL
AND SQUARE
MANUFACTURE
WRITTEN
INSTRUCTIONS
j APPLY
MEMBRANE
FLASHING
OVER JOINT
NOTE:
1. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY
THE COMPATIBILITY OF ALL PRODUCTS INCLUDING
HOUSEWRAP, SEALANTS 4 SELF -ADHERING
FLASHING MATERIALS USED DURING CONSTRUCTION.
2. INSTALL ALL MATERIALS PER MANUFACTURERS
/
WRITTEN SPECIFICATIONS
WARNING: SEALANTS MAY REACT ADVERSELY IF NOT
`
COMPATIBLE.
-._- ----III
ICLEAN AND SEAL JAMB TO SILL JOINTS WITH
IDOW 1199 FOLLOWING COMPLETION OF
(EXTERIOR RETROFIT WORK
NOTE: ---
REPAIR SCHEME SHOWN SHALL BE
IMPLEMENTED AT ALL WINDOWS WITH
EVIDENCE OF WATER INTRUSION BELOW THE
WINDOW OPENING
NOTE:
SEAL INTERIOR PERIMETER OF WINDOW WITH
SEALANT
A R C H IT E C T S
126�Lfl
PH: 407-77Z8
FAX: 407-7744078
www.a bdeaigngrou p.com
AA M 0003325
h
v
may..
0
v
h
O
F
O
v
J
sumxv ae LoI.
T
SILVERADO
LOT #43
BLK #6
PROJ>QCT#
04128.000-04361
moDIQL:
4EBB
1828— CALI"
GARAGM 91WI NG:
LEFT
PACM
WALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
150 MPH E)T. B
ARcHrm:m
STATE OF FLORIDA
IAB�C�72.3
PDAR Ak 10/19/17
sCALRft 1/4"=1'-0"
s8ffiffiT
V tl A�
O
A
2x6 SUB -BAND
NOTCH �
I/eW/I'x4'
FIN1 TEXTURED U.100D
FINISH . anoD,
END, WRAPPED IN
I/2' TEXTURED
PEEL 4 STICK
FINISH . CM
METAL LATH
—�
DRIP EDGE
,\
!
\
METAL FASCIA WRAP
I
r,
WOOD SHEATHING
8,
✓/
VS' TEXTURED
I \
�!
OR CMU
WREs LAYER h,
FINISH ® WOOD
I \\
pi
STUCCO WRAP(FRAME ONLY)
1/8
I/2' TEXTURED
�
v
• I"
RTIFIBER
:quILDING
AlaFINISH A CMU /
\
\
----
�
PARER
(FRAME ONLY)
/
O METAL FASCIA
2X6 SUB BAND
\\ m
ROOFING CEMENT
% WRAP Ya' FROM
\
STUCCO, I' FROM
\
DRIP EDGE
; WOOD WALL
\\
METAL KICK OUT
�`—EXTERIOR
\ O LAN
WALL
\\
(FRAME OR CMU)
\\
NOTE: NOTCH FOR 2X6
SUB SAND ONLY
ROOF KICK OUT REMOVED
\\ FOR CLARITY
ROOF DECK (BEYOND)
EDGE, 1" OFF WALL
.... -
-
NOT INTO STUCCO)
®ELEV,4T10N
r
®PLAN A
do
IiI!!IIIIIIIIml0m
— 1-1/8' TEXTURED FINISH A
/ WOOD, 1/2' TEXTURED
i
/ FINISH m CMU
—2x6 SUB -BAND W/I"x4" NOTCH s
END, WRAPPED IN PEEL 4 STICK
METAL FASCIA WRAP I' OFF
WOOD WALL. SUB BAND 2'
OFF WOOD WALL
PRE-ENG'D TRUSS TO BE CUT 9
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2'x4'x4'-O'
SCABBED TO TRUSS
W/126 NAILS 6"-0'
O.G. MAX.
2x SUB -BAND W/V2'x4'
NOTCH 9 END
METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
I
7l
x x x
x x x x
x x x x x
x X x X X X
x x x x x x x x x x x x
x x x x x x x x x x x x
x x x x x x x x x x x x x
x x x x x x x x x x x
i
x x x x x x x x x x
x x x x x x x
x x x x x x x x i
x x x x x O
I
I
SUB BAND DETAIL ® WALL
x \
x x x
3..
x x x x
x x x x x x -
x x x x x x
x X X x x X X x X X X
x x x x x x x x x x x x x
x x x x x x x x x x x x x
x x x x x x x x x x x
x x x x x x x x x x
x x x x x x x x x x
x x x x x x x x
� x x x x x
SUB BAND DETAIL Ca? WALL
W/KICK— OUT
sME OR CMU
T PAPER
DRIP EDGE
(REFERENCE POINT
ONLY FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4" ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
W/IY'x4' NOTCH 6
END, WRAPPED IN
PEEL 4 STICK
ROOF CEMENT
ROOF EDGE
OMITTED FOR
CLARITY
FRAME OR CMU
WALL KICK -OUT FLASHING
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING:, WRAPPED
MIN. Y4' ABOVE BOTTOM OF
DRIP EDGE
2x SUB -SAND
WA'x4' NOTCH e
END, WRAPPED IN
PEEL 4 STICK
*ROOF CEMENT
ROOF EDGE
OMITTED FOR
CLARITY
A R C N I T E C T i
Design
Grow inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-77"078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
i
w
y
U
w
0
0
F
0
aumxv. as I.o '.
SILVERADO
LOT #43
BLK #6
PROJWT#
04128.000-04361
MOaAMA
4EBB
1828— CALI"
GARAGE 8WING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS:
SUB —BAND
150 MPH EXP. B
ARCIiITECT-.
3TA OF FLORIDA
T GMT l
DA- 10/19/17
aCAU 1/4-=l'—O"
arm A 6