HomeMy WebLinkAbout36108 Carriage Pine Ct• 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
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
1 PLAN REVIEW
MIN
99 1672-ARIA99
12602 TELECOM DRIVE, TAMPA, FL 33637
Tel: (813) 740-9720 Fax: (813) 740-9715
DESIGN CRITERIA:
• FLORIDA BUILDING CODE, RESIDENTIAL,
5TH EDITION (2014)
•ALL LOCAL AND STATE CODES
• OCCUPANCY
- RESIDENTIAL, GROUP R3
•CONSTRUCTION TYPE
- VB
• MIN. INTERIOR FINISH
- CLASS B
•BASIC WIND SPEED
- Vult=150 MPH
Vasd=116 MPH
•EXPOSURE
- B
•1-STORY RESIDENCE
-
•2-STORY RESIDENCE
- MAX. HEIGHT AS PER LOCAL
AND STATE CODES
SQ.FT. CALC.'S
LIVING 1612 SQ. FT.
BLVD. GARAGE 432 SQ. FT.
ENTRY 36 SQ. FT.
LANAI S6 5Q. FT.
TOTAL 2236 50. FT
ABBREVIATIONS
ARV.
ABOVE
LAV.
LAVATORY
A/C
AIR CONDITIONING
LUM.
LUMINOUS
ADM.
ADJUSTABLE
M.C.
MEDICINE CABINET
ALA.
ALTERNATE
MFR.
MANUFACTURER
AMP.
AMPERAGE
MIN.
MINIMUM
BD.
BOARD
MTD.
MOUNTED
CL
CENTER LINE
MTL
METAL
CAB.
CABINET
N.T.S.
NOT TO SCALE
CLG.
CEILING
O.C.
ON CENTER
CLR.
CLEAR
PL
PROPERTY LINE
CONIC.
CONCRETE
P.B.
PUSH BUTTON
CPT.
CARPET
PH.
PHONE
C.T.
CERAMIC TILE
PLT.
PLATE
D.
DRYER
PLYWD.
PLYWOOD
DBL
DOUBLE
PR.
PAIR
D.G.
DUAL GLAZED
P.T.
PRESSURE TREATED
DIA.
DIAMETER
R.
RISEN
DIM.
DIMENSION
RAD.
RADIUS
DISP.
DISPOSAL
R.A.G.
RETURN AIR GRILL
DP.
DEEP
REF.
REFRIGERATOR
DR.
DOOR
RM.
ROOM
D.S.
DOWNSPOUT
R.O.
ROUGH OPENRIG
DTL.
DETAIL
S.D.
SMOKE DETECTOR
D.W.
DISHWASHER
S.H.
SINGLE HUNG
EA.
EACH
3HT.
SIFT
ELEVA.
ELEVATION
SHTHG.
SHEATHING
EQ.
EQUAL
SHVR.
SHOWER
EEH.
EXHAUST
M.
SIMILAR
EET.
EXTERIOR
SL
SLIDING
F.G./FE .
FDMD GLASS
SL. GL.
SLIDING GLASS
F.G.
FUEL GAS
STD.
STANDARD
FIN.
FINISH
SWS
SHEAR WALL
FLR.
FLDOR
SECTION
FLUOR.
FLUORESCENT
SC
SOLID CORE
FR. DR.
FRENCH DOOR
TEMP.
TEMPERED GLASS
FRG.
FOOMG
THE.
THICK
GA.
GAUGE
T.O.C.
TOP OF CURB
GAR.
GARAGE
T.O.P.
TOP OF PLATE
CAR. INSP.
GARBAGE DISPOSAL
T.O.S.
TOP OF SLAB
GFI.
GROUND -FAULT CIRCUIT
TYP.
TYPICAL
INTERRUPTER
U.N.O.
UNLESS NOTED
GL
GLASS
PROOF
GYP. DO.
GYPSUM BOARD
V P
VAPOR
H.B.
HOSE BIB
W.
WASHER
H.C.
HOLLOW CORE
W/
WITH
HDR.
HEADER
WD,
WOOD
HGT. OR HT
HEIGHT
WOW.
WINDOW
INSUL
INSULATION
W/H
WATER HEATER
INT.
BITP.RIOR
I.I.
WROUGHT IRON
REVISIONS
REV. I DATE DESCRIPTION
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SHEET #
INDEX OF DRAWINGS
DESCRIPTION
PG CI -COVER PAGE
PG GN-GENERAL NOTES
PG 1 -FOUNDATION PLAN
PG IA -DOWEL PLAN
PG IB-LINTEL SCHEDULE (CAST-CRETE)
PG 2 -FLOOR PLAN
PG 3D-FRONT, REAR, LEFT & RIGHT ELEVATION "D"
PG 3D.2-WALL ASSEMBLY ELEVATION "D"
PG 4D-FRAMING PLAN ELEVATION "D"
PG 4.2-CONNECTOR SCHEDULE
PG 5-ELECTRICAL PLAN
PG 6-MECHANICAL PLAN
PG DI -FOUNDATION DETAILS/SECTIONS
PG D2-MISC. DETAILS
PG D3-MONOLITHIC 1-STORY WALL SECTIONS & NOTES
PG D4-MONOLITHIC 2-STORY WALL SECTIONS & NOTES
PG D4.1-MONOLITHIC 2-STORY WALL 1-HR SECTIONS & NOTES
PG D5-MISC. DETAILS
PG D6-PRODUCT APPROVAL LISTING
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
A R C H I T E C T S`
Design
Grou M...
141 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-77"078
FAX: 407-7744078
w .abdesNgngmup.com
AA #: 0003325
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PROJL•CT#
04128.000-13001
MODE
4EAB
"1672— ARIA"
GARAGE 87f=G:
LEFT
PAGE :
COVER
PAGE
150 MPH EXP. B
10
P T DATE: 11/04/16
SCALE: 1 /4"=1'— O"
SKEET
C1
GENERAL NOTES
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.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS;
A FLOOR LIVE LOADS R301.5 (PSF)
I. SLEEPING ROOMS
30
II. ATTICS W/ STORAGE
20
III. ATTICS W/OUT STORAGE
10
IV. POOLROOMS
75
V. BALCONIES AND DECKS
40
VI. STAIRS
40
VII. ALL OTHER ROOMS
40
B. FLOOR DEAD LOADS R301.4 10 (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 (TCDL 7 & BCDL 10)
11. CONCRETE TILES 25 (TCDL 15 & BCDL 10)
E. WIND LOAD CRITERIA
I. BASIC WIND SPEED VULT=150 MPH, VASD=116 MPH
11. EXPOSURE CATEGORY B
III, WIND DIRECTIONALITY FACTOR (KD) 0.85
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS t0.18
V. RISK CATEGORY II
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 318-08.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3000 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''/A'.
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE.
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)
E. APA - THE ENGINEERED WOOD ASSOCIATION:
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 =1,500 PSI Fv =175 PSI E=1,600,000 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 7/16" OSB EXPOSURE-1 OR 1/2' CDX PLYWOOD SHEATHING.
PROVIDE PANEL -CLIPS 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 518" CDX PLYWOOD. 518" COX 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.
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
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
10. FLOOR SHEATHING SHALL BE APA RATED'/,' SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH
9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
EDITION (2014).
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING.
MASONRY
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ.
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
PROVISIONS OF TMS 402 / ACI 5301 ASCE 5.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE
2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500
POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
PSI.
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.
CONSTRUCTION.
3. OPEN-END BLOCK MAYBE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
5. THE ARCHITECTIENGINEER 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.
8. 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.
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) R302.5.1: 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 W/ A SELF -CLOSING DEVICE PER R307.5.1.
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
NOWMETALLIC 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 518 -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 I/HNCH 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.
4. MORTAR SHALL BE TYPE M OR SIN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 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
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/81NCH THICK. THE BED JOINT OF THE STARTING COURSE MAY ACCORDANCE WITH ANSI A58.1-1982.
VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN % INCH, REFER TO FBCR 5TH EDITION (2014) , SECTION R607.2.1 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
FOR MORTAR JOINT THICKNESS TOLERANCES. THE ANSI/TP1 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
CWAI I RC I IAAITCn Tn I /zan I1CAn RI 1 IC I Il/C I nAn MrC1 CPTTnMQ CNAI I RC I IAAITCII Tn I I9dn
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 3180.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
3. WELDED WIRE FABRIC SHALL BE 6" X 6"- WlA X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP
SIDES AND ENDS A MINIMUM OF 12'. LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3'-0'.R506.2.5(2)
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 26" 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:
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS _ _ _ 1%"
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 7 DO UT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
OTHERWISE. DOAPPROVAL CUT
OF THE ARCHITECT.
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL DISTANCE FROM THE A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
NEAREST EDGE OF THE FOOTING. B. NATIONAL FOREST PRODUCTS ASSOCIATION:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND
COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO
THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
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'/' 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.
7. 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.
ARC N I T E C T E
5
D.S�n
Grou Ina
L441 N. RONALD REAGAN HLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngmp.com
AA #: OW3325
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eVSDIV. & LOT
SILVERADO
LOT 13
BLK 1
PROJECT#
04128.000-13001
UODffis
4EAB
1672- ARIA"
GARAGE BVMG:
LEFT
PAGE:
GENERAL
NOTES
50 MPH EXP. B
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH ARCHITECT
EDITION (2014). STATE OF FL.OFNDA
EXTERIOR WALL COVERINGS \' 1 2
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR Y
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
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 TWO COATS,1/2" THICK,
1 FiOL lND A. ABOUgiACRA
\ AR NO 93723 l
WHERE APPLIED OVER MASONRY OR CONCRETE.
3 � i l �04�16
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-D6.
SCALE: 1 /4"=1' - O"
2-STORY GYPSUM BOARD
erKMET
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 07/15/15
V
KITCHEN
SINK W/
AUTO VENT
2y'�V.TR.
2�
2, I I/2,1
\ I I/2'
i I
2_
�
2'
I
3, I
I12'
LAV.
n I SHWR
I
WASH£
�/fj 1 '
LAV. ICI /
III///
2' V.T.R.
2•� � I
11/2 ,� i / I
�I 1/2'
2• I
11/2'� i 1
TUB I
LAV: I I
I
W � I
MAITO
PLUMBING RISER DIAGRAM
TYP.
I DI
■ I 0'-0' ELEV.
DI FIN. GONG. SLAB
I i
I
I i m
■I
■
I
I `
Z v
(� a
Lam_ PZ r�
4' CONC. +
SLAB
�o 1, GGND.
m�-
i
4
I
I
r
I I
I
/2 G L
_JI( �G 8 5
LAV.
t B
NL
} II LAV. r
6'x60' \\ °
WR PAN J//JL
Z i
3 /
BOLLARD
AS REO. PER
BLDG. CODE
EXTEND END OF PVC.
CHASE UP 12' ABOVE
I COND. CONC. PAD
PY7Q71
r- - -I
I� I
r1
i
F 4
XTE
Di �lfi, -ONC
I®
3 12' I I
AB
■
L� - -
I
10'-0°
I/
4' GONG, REINF. W/ 6'xro'
WIAXWIA Uk M ON 6-MIL POLY-
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN FILL
TERMITE TREATMENT SHALL BE
BORA-CARE �_ I ■
I
I
I
II I' PVC CHASE
1
II FOR ELEC. TO
d I vl
II ISLAND
■
■
m
/
/ `-4'
PVC
/
CHASE
/ 10
EMEND
SLAB 1 1/2'
•
3
—_.
S 1/2' S
_.. —2
DI
-
I
_ s
I
S
LA`. ( 1 I m I
J
N
I m�
—
"2X6
EMEND I
SLAB I 1/2' ,
5 2' EXTEND WALL
FTG. UNDER
ENTRY COLS.
-3 12'
3--d"
6" I
1 ■
•
0'-0' ELEV.
'
I
FIN. CONC. SLAB
4' CONC.
8
SLAB
—
■
■
■ ■
2'-8°. .__ _ 16-O. .._v...—__ 6�2- "-- 4_4_ 1/ 2'2'
9, —
I 38 8
FOUNDATION PLAN
NOTES:
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
- FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL
MEET PROVISION OF R3113.1 OF THE FBCR 5TH EDITION (2014)
24'X24'XI2' GONG.
PAD W/3-"S BARS
E.W. ON CHAIRS
MIN, 3' COVER
A R C H I T E C T S
MDean
L..�wtvu, rL.X (
PH: 407-77"078
FAX: 407-774d078
www.abdesigngroup.com
AA M 0003325
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SUBDIV. de LOT:
SILVERADO
LOT 13
BLK 1
PROJECT#
04128.000-13001
MODEL
4EAB
"1672- ARIA"
GARAGE B'WMG:
LEFT
PAGE:
FOUNDATION
PLAN
50 MPH EXP. B
ARCHfiECT
STATE OF FLORIDA
0
---
-
SECURE STRAP 4
UNIT W/ (2)'8xl I/4
^Oq
L 1
A/C SHT MTL SCREWS
UNIT SIMPSON WB ROLL
STRAP OR EQUAL
SECURE STRAP TO
CONC. CONC. W/ (2)-3/I6'X2'
SLAB TAP -CONS
A/C CONNECTION
A. ACRA
AR NO 9C3723
DPA 11/oasis
eCALM 1i4"=l'-0"
TO PAD DETAIL
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER HEAD e 12' FROM STRUCTURE
_— IY_m"-
13'-8"
0 4,
DOWEL PLAN
A R C R I T E C T S l
6
Design
Grou .n�.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX 407-7744078
www.abdesigagroup.com
AA #: 0003325
W
h
V
W
O
G
y
A
F
O
F
1
Stnmrv. a L07
SILVERADO
LOT 13
BLK 1
PROJECT#
04128.000-13001
MODELc
4EAB
1672- ARIA"
GARAGE SWMG:
LEFT
PAGE:
DOWEL
PLAN
150 MPH EXP. B
ARCHITECT=
STATE OF FLOPMA
DATE:
11/04/1.
SCALE: 1 /4"=1' - 0"
SHEET
1A
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
CwswtGMM
SAFE LOAD - POUNDS PER LINEAR FOOT
xPE
tl-
-
•-
LEM'aiH
8U8
tro-B
eFQ-e
6I!-rm
su•Im
2a-o
wlf-®
21-10'(346) PRECAST
2231
9EN5
9m69
4ba5
46m6
en!
iL1
TSeI
ll4l
el,4
Iml51
10.le4
Im'0!
nem9
3'-6' (42') PRECAST
2231
9bD
lmb9
9,D
4emD
51a!
enn
660'1
'H4l
ems4
aY14
5em
w9le
Im»I
IwD!
4'-0- (48') PRECAST
I%&
Mbl
26r9
]'AI
Nmb
lntm
by
4a90
TMl
-1
a51+
1094
IOS44
&Ol
IDm9
4'-6' (54') PFECAS7
E+99
2IB!
]Ilm
Jl,b
]anl
alu
!»!
Rfl
Mx
MV
D4atm
ImiSs
ev4
IIB05
5'-4' (64')PRECABT
1211
DH
N.9a
e>b
28eo
9Q9
9eM
4a4e
IK9
9m.e
s9K
rsl
ls4
5'-10'(10')FTECAST
1063
xo6
m!
Imsl
fmDm
!
l4lm
usl
area
4snm
,w
,w
e9
6'-6'(18')PRECA5T
we
Q98
Q9e
2m
am
!eM
less
9mll
s9a
9lml
sobs
4!e!
•iMl
l'-&' (50')PRECAST
143
I011
Has
n]5
mu
2K1
2109
9D9D
ab56
D6e1
9w
9e»
e4
V-4' (112') PRECAST
594
e93
,a]
IYm
eM
wA
te49
]se4
25b4
91b
letb
aeb
99m]
10'-bY126')PQECABT
415
°t»
e50
tl41
109a
]lll
1N9
bM
Imo]
2m51
]lN
4T!{•
II'-4' (L%')PWC.ABT
362
9�
aab
otIo
243
!Ql
4mm1
5D]
9M
uK
b4e
2429
9Ql
40e6
12'-0'(144')PRECA6T
331
D40
�!
Q54
I60I
1!l
YOD
9»]
M0
e,9
QD4
I.M
2199
2ALa
9%]
13'-4'(W0'PPfECAST
2%
nl
4ll
,ae
11!6
ImA
IOID
u2e
ub
was
b!e
a916
2lla
ate!
2e61
141-0'(l68')PRECA5T
219
tl4
-
-
-
-
2.1
2690
100]
Wb
Nal
Ql
M
14'-8'(nb')f'la=4rfa=
N
Ne
Ne
Nt
rR
M
W
ulm
190]
}]M
Mi
}1Q
IS'-4'(184') ImeEST1ElBE
NAL
tR
4Q
1.
Q90
n!!
2w
2
]514
n'-4-(2089FlaeTlff
NR
IR
NY
H2
N2
IR
1ae
N¢
9m0
596
950
W.
W09
bay
'a0ol
I5'-4'(2329Flwaft�
NR
eR
1ae
2.
4N
,9m
1091
12.1
uD
nN
2l'-4' (256')-
NP-
wD
55a
eA
151
11aB
22'-OY264'1FIEaTeE
�,
aR
tR
rR
Na
we
9D
»m
lB4
Im{,
Q»
uss
24'-0l288')FlrtatmE
NR
H2
Ha
H2
Nm
lam
tR
Ne
m
2ao
Mm
65e
ea4
10b
a22
SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
CMIT-GMM
I SAFE LOAD - POUNDS PER LINEAR FOOT
LENGTH
LFe-n
. -R
BFb-
m -R
k24-n
acl -n
-2-R
68-2T
iQ-a
?la-aT
M 4-1
tND-1
M9]-21
3'-&' (42') PRECAST
Day
2a95
»]4
4-
5109
bD3
lgel
Gs5
26D5
24
49rI
but
10m1
4'-C' (48') PRECAST
u6.9
t2m6
l060
no
M,m
99a!
burls
ue!
alms
l0603f6
Mlm
5.125
bm19
4'-6' (SW) PRECAST
Q01
]9e0
21m1
1.19
40a9
AN
6915
nmt
2msm
z1m
,s
4m49
nn
,5
5'-4' (645) PRECAST
'
nD
2
2M
---
95a1
M22
1016
nD
2M
2
39ge
lD51
M2]
PRECAST
5�
f
2
l
9r.
a-
929
Dal
2~
2s!!
1 -1
3870
4ma
PRECAST
P99J!
-J
2
9]sl
lQ
B»
IM
wNl
]s2.
2,Aa
-
1 310
T-6' (90') PRECAST
l2l
W
2
l]1
Q]4
.24
2026
2426
2621
M26
W-4' e112') PIMCAST
»I
101111
I
.11.
2D
]
»I
K3
unB
KI!
Da9
f]9e
2.D
10'-6'(Db')PRECAST
r''�
5
•Ja
Il»
44,6
n
2011
I
NV
nb9
2-
294b
(I-W)PRECAST
4l4
103
Q
Dmm
f199
45e
60l
.12
bM
19Dr
2101
12'-9)' (144')PRECA8T
nm
124
99D
I69
Dar
4lm
690
um2
Du
19'-4' (IbO'.PIEEC49T
410
em1
l
9a
lug
W!
Oft
K0
lM
IDS
Wl
14'-0'(168')PRECA6T
384
9Ba
"96
lu
QT
4.
4M
In
14'-8' (Ilb')19tE9Tlff
239
!!e
lYr
D
K!
alt
O2D
a10
Dm
Iml
IS'-4' (184') PItS9T1E»E
MI
Iu
2
3u
968
b
b2l
Ia
511
lab
n'-4- (208'.1•IEBTIE»!
u,
X9
! I
69e
l96
OV
19'-4' (232')PRE6'reEeaD
b2
329
3M
441
Del
64l
14l
21'-4- (256'YF aT
lK
N2
269
204
4]9
619
!al
NI
Qa]
22'-O'(264'PRESTPE9BE
M
ul
ul
2!2
ul
aa3
313
2Y
9»
5.1
9,5
5u
VI
4e]
9M
%
D!9
24'-CY258')P-s-
w
]mx
-1
9D
912
4i6
49f
15l
BBl
el6
SAFE GRAVITY LOADS FOR 8" PRECAST W 2" RECESS DOOR U-LINTELS
0--*wNn
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
eRn-
Rtlrs
�- ®elee> etm+-
4'-4' (520) PRECAST
n49 !!56 3280 49M D4]I a4v Teel
IB3B
u91 se D K ambm 9415 ImeSl
FIWCAST
H94
Fi96 9mb9 3»2 a I- -I a-
6�6
n» lot» Nma 99 embm 9a19 Ia'a3!
5'-8' (68'1 F'FiECABT
72m ff10 nla ]2n fB9D 34m2 3944
IM, 24ei Mal b!B! T!n 9911
S'-IO'(l0'1 PRECAST
01®
BB9 lay! 1600 2Q4 2649 3n4 l,mm
Nu 1!e] 4a42 K l e
&'-8'(80')PREGAST
Ml
r01 INS lQm 90M T141 5/M ,96a
G01 wro lQ0 5mee l!D sn.
l'-b' (9O')PRECAST
1» U50 24» 9T16 DlM 1295 »29
bey
l95 M!D f4» 3T16 9lM
5'-b- 0169 PF&CAST
4n
4rb s!s Dbs 2]D! !Qa +oll 9w
!26 D6D 2as3 1129 46m 5091
SAFE UPLIFT LOADS FOR 8" PRECAST wl 2" RECESS DOOR U-LINTELS
4COM14C Mw
SAFE LOAD- POUNDS PER LINEAR FOOT
rTPE
LENGTN
4'-4' (52') PRECASTS
.laa
a
eR}e.n
.mle-
IsOe
2li2
90lb
3lWm
1445
5N0
ter5
K6B
2U2
90D6
lIml
4M5
5140
4'-&' (54') PRECAST
Bbl
Ibm.
2T2
ova
9bml
42A
4.e1
Kl
rM
22l]
]S!!
16m2
4a15
/•w9
5'-8' (68')PRECAST
p'
Gbh
f1.1
2l26",
fBS1,.
l.4af
9911
BY9
Qa
ns,
]!]e
2a84
g992
fell
51-101(10') PRECAST
s»
Qmis
rl4e
2]as
2113
2,l9
b»
Q!9
n44
}}»
2TU
9]8a
i,l9
b'-8' (80')PaECA81
9�0
525iw�
D!0
}
}
510
me0
D!m
1la0
2121
]L,a
9l]D
l'-b' (9C')PZECA81
ems
,42
I2M
n
2
xsa
2y
B06
B!b
L4a4
nK
2W,
M6l
2ab0
5'-e' nw•) PREcnsT
lie
M
m]
2
!95
560
Ipl2
19N
f101
2mb
2991
L- 2 L- 2
(2) 3052-SH L- 3
EGRESS (2) 3052-614
L-1 � EClRE55 � ,
LINTEL SCHEDULE
NOTE: THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM
ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF
EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED
<AN-r+4TIdLINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L 1
Il'-4'
EF26-IBAT
L 2
1'-6'
Wilt-IB/IT
L 3
12'-0'
8FI6-IB/IT
L 4
S'-4'
8FI6-115AT
L 5
1'-b'
8F24-IB/IT
L 6
4'-6'
8FI6-06/IT
L 1
4'-6'
8FB-IB/IT
ASV. DOOR ASSEMBLY, BTM. a 8'-0
MATERIALS
GENERAL NOTES
3. eerm bad reeInnqq based urn ra onel d«Ign snalyem pe
SAFE LOAD TABLE NOTES
TTPE DESIGNATION
I. Ye e' precast INtml 4Q:CC pal
T. Ye eatl Ilnwl , 6Omt7
I. Fi-V "I sorter bmd erd h d Joaaa.
I. Elrorm flllad IlMele rpwretl.
ACI 918 and ACT Sam
�• °
L All va A,« based m nlnllmml 4 Inch
1. For Co.",. Ilmsl Mkyrte not shown,
pr«t p°I
3. Grout pas ABTfi C416 " • 3=
ae
9. Inatalletlon oI Ilmml mwt comply - -.-tec 1
IO.e Thm .xtmrlor surface of 0-1, IrMelbd In mxlslor fd�ata
ronlnal baering.
Exeeptlon, 5eia loads for rnfillmd IkHela mwt
wee ears bed hon rImMT hml�K shown.
B. Fu IlMsls length. not slwwn, we ea fe load
F • FILLED - GFgn / U • 1lFILLED
W I m/..I- wo Ir Jl
aggregate . 8 b II Inch eMmp
and/or eV -.I deeumm�te.
4. tl.Lbule are nrrufeetvsd mhh S Va' brg nmdre at
a Ile eNll hevm a coati f .wcco Tied In accordance
7' pll re o epp
mIN ASTH C-296 u oLLr approved rcatlriy.
II. Linlau betlmtl eMuluneauly with Vrtlul ( Ity u
SEE SAFE LATERAL LOAD
TABLES FOR LOAD RATING be reduced by T0x If b«ring length le
FOR EACH ADDITIONAL �° than a I!) k lw.
hen next loncq t Imriglh al-
9 All eefm beds In v114 of pountle pa Ilnmer
II--g1A2RITl' GF 5 REDAR AT
I gpTTq•l GF LDLrEL C4VffT If
4. Convete Masoey Unite (=) pa,
451M 09m e/nbhmn net arse
tM ode to accarodats vwtlul ulI relnrwcNg erd grwtlrg.
9. Rsfsralcm tar CAST-CRETE Load Denaclbn Graph brochre
uplift) end horll'amel (bteraU bed ehoula be dndstl
fu the loading the folbming
,`.�
- •
REItfORGED CFRI FlRL
z N1E . NM Rated
3. Safe loads arm etparinpoead allomabN beds.
root
W. All mrm bade based - slnply euppatsd
`
ccnNx«alum etrogth • p�0m Pel
Ab5
ru 11-1 d latol- alfamatlal.
oombinsd with equetlon�
COURSE
4. Safe loads based on grade 40 u ds 60
�a
M
n
I -
5. Rrtaer per A91M grade 60
b. I-r=2-ng I= per 45T A4W
6. Bohan flsld added mbar - be located at t}n rotten
of tYr 1M 1 -tq.
BpRJItffi.YIllGAIIPCd • Bppllad 1-i-ltel load S 10
safe 1-1 bad 'Safe hor1-1 load
'. 0..
R' CLR TYP
fNld ratVr.
9. One °7 rarer may be eLLaetlWtatl for uua
II.' nsnbr In Ua the paremarera
Mtllmt« Ua perunt reduelim for gads 40
✓�
✓/� Q
I
grade 2l0 lao ralaxeuon
1. Fluter ps ASTM C210 type M or 8
1. lAT' dlaerlm mire attrty2a ere welded to tar
bottom steel for neehaniceI anchorage.
V
pac y Vn
U. Additlaal [.-.I bad - tt b.
(2) 9 REBAR
7 rabere m 8' INrtale only
6. Tla d«Igrr say mvawate <mlto«°rat.d
Held added rMar.
Ezanple l'-6' IMtsl type SF32-Ei eafm
OLAMttY OF 9 3
L REBAI2 AT TOP
& Gast -In- laps co-ste ma t7m Idad 1n Its 1-1
P ! f�oV ccnPo°
obtained by Ur d«Ignm by providing addlllonel relMuced
GR40 u GR60
loads rron the sofa bed tabl« by
g®aNty bad . 64laru w/ PS%
NQIINAL VEKaNT
In Hsu of cot - ma.." vllU.
cpluet. naeorry abovm tar ll tall. see dstan at rtglx.
"i Natr'g t e maxmunora«r� o f t
duct -n 412 eA5) • %01 pu
rypIyINAL naDTN
�I-I!a' CLEAR
GROUT
9 fq B AT 0O -
OF LINTEL CAVITY
BOTfOH REIIROR-DYs
PROVIDED M LINTEL
(VARIEa)
A R C N I T E C T S
5
DesO.na.
Grou
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7745078
FAX: 407-7744078
www.a bdesigngroup.com
AA 8: 0003325
W
4
W
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Z
F
4
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h
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SU31MIV. AC 1,07
SILVERADO
LOT 13
BLK 1
PROJECT
04128.000-13001
HODEIc
4EAB
"1672- ARIA]]
GARAGE SNII'TG:
LEFT
PAGE:
LINTEL
SCHEDULE
150 MPH EXP. B
ARCHITECT:
STATE OP FLOPoDA
PltuqT
DATr, 11/04/16
,: SCAT1 /4"=1'- O"
SI'E =
in
COWO►M MD CLADIM
MRD LOADS
SAW MILD E FOWE FOR S SEC=
WITS
OPEWIGS
SOUME
ZOIE
150 WH MID ado
FBAPAKS
AND TYPE
FOOTAGE
MIN. WINDOW
10
5
25/-33
CRITERIA
EXTERIOR SWING
18
5
24/-31
DR. MIN. CRITERIA
S.Csp, MIN.
41
5
23/-2S
CRITERIA
16010 OHD.
112
5
2OA/-22.1
BASIC WIND SPEED MPH = 150 (Vult) INTERNAL
PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II,
EXP.=B, MEAN ROOF HT. = 15'-0"
PRESSURES HAVE BEEN MODIFIED PER FBCR 612.2
TO MEET TESTED ALLOWABLE OR NOMINAL WIND
LOAD VALUES FROM THE PRODUCT MANUFACTURER.
CONRiOL DATE 07/W%l
FLOOR PLAN
NOTE:
-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID
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 A55EMBLY)
- 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE
EQUIPPED W/ SELF -CLOSING DEVICE (R3025.1) FBCR 57H ED. (2014).
SQ.FT. CAM'S
LINNG 1612 90. FT.
GARAGE 432 SO. FT,
ENTRY 38 50. FT.
LANAI S6 90. FT.
TOTAL 2238 80. FT.
EXTERIOR MA50NRY
WALL BRG. HEIGHTS
8'-8' BRG.
N 1 - 4"
DBL.
TOP
PLATE 0
m
nBAR DETAIL
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ARC N I T E C T S
Design
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41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-7744078
FAX: 407-7744078
www.abdesigngroup.wm
AA #: 0003325
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LOT 13
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04128.000-13001
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4EAB
1672— ARIA"
GARAGE STrIN0.
LEFT
PACE:
FLOOR
PLAN
150 MPH EXP. B
ARCHITECT. -
STATE OF FLORA
n- = 11/04/16
SCALE: 1 /4"=1' — O"
8i1 ZET
2
A R C H IT E C T!
BLDG. HGT.
FYPON
BKTIIXII -
OR
EQUIVALENT -
DECORATIVE
BRACKET
FYPON
LV12X24 OR
EQUIVALENT 12
6
8'-8' BRG. HGT. --
6' RAISED 0
BAND (TYP.) -
I
0
v� �
0'-O' FIN. FLR. -'
FRONT ELEVATION
TEXTURED FINISH
STD. CALCS - OFF -RIDGE VENTS ONLY
I�6
AREA OF ATTIC
= 2235 SQ. FT.
NET FREE VENTILATION AREA REQUIRED
= 1/300
REQUIREDVENTILATION AREA
= 2235/30D
= 7.45
VENTILATION AREA X SQ. INCHES PER FT.(144)
= 1072.8 SQ. IN.
MIN. REQUIRED VENTILATION
= .5X 1072.8
IN UPPER PORTION OF ATTIC
- 536.4 SQ IN.
OFF RIDGE VENTILATION AREA
= 115 SQ. IN. PER VENT
536.4 /115
TOTAL#OF VENTS REQUIRED
= 4.66435
TOTAL#OF VENTS PROVIDED
= 5
*AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG
(EXTERIOR OF WALLTO EXTERIOROF WALL, NO OVERHANGS INCLUDED)
8'-8' BRG.
I'-0
0'-O' FIN. PLR.
SHINGLE
ROOF
8' BRG.-HGT. 8'-8' BRG
i�FYPON
BKTIIXII OR
EQUIVALENT
4' RAISED
BAND (TYP.)
0 -0' FIN. FLR. 0'-0' FIN.
OFF RIDGE T
OFF RIDGE VENT
I — —�
2 t -0 2'
nLOUVER DETAIL
\ti SCALE: I/2' I'-0'
OFF RIDGE VENT
�❑ ElEl
`av
I
REAR ELEVATION
TEXTURED FINISH
LEFT ELEVATION
TEXTURED FINISH
OFF RIDGE VENT OFF RIDGE VENT 12
6
v,
�I I
0'-0'_FIN. FLR._ r
RIGHT ELEVATION
TEXTURED FINISH
_8,
8'-8' BRG. HGT.
0'-O' FIN. FLR
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PX: 407-7746078
FAX 407-774-0078
www.aLbdesigngroup.can
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LEFT
PAGE:
FRONT, REAR,
LEFT &
RIGHT
ELEVATIONS
50 MPH EXP.
ARCHffECT: -
STATE OF FLORIDA
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SCAM: 1 /4"=1' — 0"
SiZEET
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FRONT ELEVATION
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REAR ELEVATION
LEFT ELEVATION
RIGHT ELEVATION
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1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774.6078
FAX: 407-774-4078
www.abdesigngroup.mm
AA #: 0003326
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MODEL:
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PAGE:
WALL
ASSEMBLY
ELEVATIONS
50 MPH EXP. B
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STATE OF FLOMA
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MODEL:
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"1672—ARIA"
GARAGE SIWMG:
LEFT
PAGE:
FRAMING
PLAN
50 MPH EXP. B-cc)
ARCHITECT
STATE OF FLORDA
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BCALE: 1 /4"=1'- 0"
BFEEET
4D
'CONNECTOR SCHEDULE CONTROL DATE: 01-01-15
SIMPSON
USP
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-I6
1450
HTA 16-10
1400
(1) 10d x 1 1/2' I -PLY, (6) Ibd 2-PLY, (USP: 110) 10d X 1 1/2' - NO Ibd OPTION)
(2)META-16
1985
l21 HTA 16-18
2800
(10) 10d x 1 1/2' I -PLY. (USP: (10) 10d x 1 1/2')
1900
1141 Ibd 2-PLY CUSP: NO 16d OPTION)
HETA-16
1610
HTA I6
ISM
(9) 10d x 1 1/2' I -PLY, (8) Ibd 2-PLY USP: (10) 10d x 1 1/2', NO Ibd OPTION
HETA-20
1810
HTA 20
1615
C9110d x 1 1/2' I -PLY, (8) I6d 2-PLY USP: (10) 10.1 x 112% NO 16d OPTION
(2) HETA-20
2035
(2) HTA-20
3110
(I0) 10d x 1 12' I -PLY USP: (10) IOd x 1 1/2'
2500
(12) Ibd 2-PLY (USP: NO 16d OPTION)
Z
O
LGT-2
2150
LUGT-2
1915
(1) - 114' x 2 1/4' TITEN, 2 PLY (USP: BLK (5) 1/4' LLB, WOOD (I6) 101d
V)
DETAL-20
2400
NO USP CONVERSION FOR SIMPSON DETAL-20
08) - 10d x 1 112, 1 PLY
MG7
3965
MRJCsT
4000
(1) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) 10d TO WOOD)
HGT-2
109W
HUGT-2
9365
(2) 3/4' A.TR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 06) 10d TO WOOD (USP: WOOD (8) 10d)
HGT-3
10530
HUGT-3
9365
(2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN_ 12' EMBED), (1( ) 10d TO WOOD (USP: WOOD (8) 10d)
LGT3-50525
3285
LUGT-3
5330
(12) SDS 1/4'41/L' TO GIRDER (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X B' WEDGE BOLT, WOOD (12) WS25
LTA2
1210 PARALLEL TO WALL
1425 PERPENDICULAR TO
WALL
LPTA
1555
00) 10d x 1-1/2' (USP: (10) 10d x 1 1/2'
VGT
4940
NO USP CONVERSION FOR SIMPSON VGT
(1) 5/8' ATR IN HICsH STRENGTH EPDXY (MIN. 12' EMBED), 06)-506 1/4'X3' TO WOOD
(2) VGT
7185
NO USP CONVERSION FOR SIMPSON (2) VGT)
l2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. IY EMBED), (32)-SDS 1/4'X3' / 2 PLY
MTS-12
1000
MTW 12
15%
(14) 10d x 1 1/2' (USP: (14) 10d x 1 1/2', (14) 101d)
HTS-16
1150
HTW 16
1660
(I6) IOd x 1 1/2' (USP: (16) 10d x 1 1/2', (16) 10d)
HTS-20
1450
HTW 20
2045
(24) 10d x 1 1/2' (USP: (24) 10d x 1 12', (20) 10d)
HTS-24
1450
HTW 24
2045
(24) 10d x 1 12' (USP: (24) 10d x 1 12', (20) 10d)
LSTA-12 .
S25
LSTA 12
910
(10) 10d USP: (10)10d
LSTA-18 «
1235
LSTA 18
1360
041 10d USP: (14) 10d
M5TA-18 +
1315
MSTA-18
1315
1w1.0d (14)10d
V)
M57A-24 .
1640
MSTA-24
]ISO
(16) IOd USP: (18) 10d
CL
MSTA-30 ..
2050
MSTA-30
2140
(22) 10d USP: (22) 10d
<
MSTA-36 .
2050
MSTA-36
2525
(26)10d USP: (26)IOd
MSTI-36
3800
KSTI 236
3090
(36)10d x112' USP: (36)10d x112'
V)
MSTI-48
5065
KTSI 248
4250
(48) 10d x 1 12' USP: (48) 10d x 1 12'
H6
S50
LFTA 6
IS%
(a) ad TO PLATES, (8) 8d TO STUDS (USP: (I6) ad x 1 12', (16) ad)
SP4
SS5
OPT 4
945
(b) 10d x 1 12' TO STUDS USP: !6) I" x 1 12' TO STUDS
A34
355
MP 34
410
(4) 8d x 1 12' TO BEAM, (4) 8d x 1 12' TO POST. USP: (4) Sd x 1 12' TO BEAM, (4) 8d x 1 112' TO POST.
HCP2
645
NHCP 2
1010
(12) 106 x 1 12' USP: (10) 10d x 1 1/2' TO TRUSS, (10) 10d X 1 12' TO PLATE
HIOA
1340
RT 16A
2180
(18) 10d x 1 1/2' USP: (9) 10.1 x 1 12' TO TRUSS, (8) 10d X 1 12' TO PLATE
VGT 4 HDU4
4565
PHD 4A
4535
(lb)-SDS I/4'x3' TO WOOD, (10)-SDS 1/4'x2 12' W) THREADED ROD, (2) NUTSNIA5HER2 PLY
USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS
VGT 4 HD15
4540
TDX 10
5110
(16)-SDS 1/4'x3' TO WOOD, (W-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSAUASHER2PLY
USP: 1/9' AIR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/V THRU-BOLTS
ABU 44
2200
6665
PAU 44
2535
6175
(I) 5/8' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC- (12) Ibd TO WOOD USP: SAME AS SIMPSON
ABU Sr.
2300
12000
PAU 66
2535
13615
(I) 5/8' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG., (12Ar-1 TO WOOD USP: SAME AS SIMPSON
V)
LTTI9 +
1340
LTS 19
1205
(I) 3/4' A.TR. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED) IN CONC., (8)10d TO WOOD USP: SAME AS SIMPSON
O
=I
LTT20B ...
1500
LTS 20B
1105
(1) 12' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (10)10d TO WOOD
USP: 3/4' AIR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 1/2', 2-12'
C)
Z
HTT4
4455
HTT4
4465
(I) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONC., (10) SO-10 X 1 12' CUSP: (20) Ibd X 2-12')
USP HAS MOIRE NAIL OPTIONS: (20) 10d, (20) IOd x 1-12', (20) Ibd x 2 12'
Q
HTTS
Sow
HTT5
5430
(U 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN 1' EMBED,) IN GONG., (26) Ibd X 2 12' (USP: (20) Ibd X 2-1/2')
USP HAS MORE NAIL OPTIONS: (20) 10d, (28) 10d x 1-12', (20)16.1 x 2 12'
HHDQII-$D$ 25+
11,510
UPHD II
12050
lU 1' A.TR IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC„ (24) SOS Ys' x 2Xi' WOOD SCREWS (USP: (24) W53 WOOD SCREWS)
HD1B
6645
TDX 10
5110
(1)1/8' AB. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC„ (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/5' BOLT$)
V)
MBHA 356/1125
3415
5330
NFM35X12U
3165
1130
SIMPSON: !1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMUU. TOP, (1) 3/4'
A.T.R. IN NIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMEN7) IN CMW. FACE, (18N0d TO BEAM
USP: (1) 12' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EWE OF CONC W/ 3/4' DIA ITW
RAMSETREDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
LJ
0
HU90412 (WOOD)
3635
2660 (FLR1
HU$412IF
3060
2530 CFLR)
(10) Ibd TO HEADER (IO) Ibd TO WOOD USP: SAME A9 SIMPSON
3265 (ROOF)
3225 (ROOF)
QHUC410
(CMU)
1840
5085
H0410 IF
1505
3115
(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO 1.1.1000: CUSP: (IS) 1/4' x 3' WB3 SCREWS, (10) 10d TO WOOD.
=
HUC210-2 (CMU)
1810
5085
H0210-21F
IS05
3115
08) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CM, (10) 10d TO WOOD: CUSP: (18) 1/4' x 3' W83 5CR£W14, 00) 10d TO WOOD
HUC210-3 (CMU)
1810
4000
HD210-31F
1905
3175
(IS) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' W53 SCREWS, (10) Od TO WOOD
LGUM26-2-SIDS
1430
5555
1 NO USP CONvER51ON FOR SIMPSON LGUM26-2-505
(4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 12' SOB SCREWS TO WOOD
HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
ANCHORING SYSTEMS.
+ WHERE ANCHOR EMBEDMENT IS GREATER THAN I'DEEP, THE VERTICAL CELL IN CMU. WALL MUST BE FILLED SOLID w/ GROUT.
+. 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION
PRIOR TO INSTALLATION.
0
+ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE V, MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
W
I—
0
A.T.R. • A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
Z
BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION
18 USED.
WHEN USING STAINLESS STEEL CONNECTOR$, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153
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-2013' , 'HIGH WIND-RE515TANT CONSTRUCTION C-HW09, AND ANCHORING 1 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG
C-SA6-2012.
SOFFIT SMALL COMPLY WITH FDCR 5TH EDITION R703.1.3
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 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
SIZE
CLEAR SPAN
DEL 2 x 6
UP TO 5'-0'
DEL 2 x 8
5'-0' TO 6'-4'
DBL 2 x 10
6'-4' TO 8'-0'
DBL 2 x 12
8'-0' AND OVER
FRAMING NOTES:
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0' TO
8.-0.
UN.O.
4'-11 1/2'
T-11 1/2,
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH ENE) OF HEADER
1
3
2 x 12
("2 SYP)
VI6' 055
NAIL (3) 12d ® 6'-8' O.G.
TYP. 2x12 BM./HD&
I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O.
2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O:
TRUSS TO MASONRY/CONCRETE SHALL BE META-16
FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 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 UN.O ON FRAMING PLAN
6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES g EA,
END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
'1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
&.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
COMPARTMENT PER 5TH ED, 2014 FBC RESIDENTIAL -SECTION R302.12.
'3.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
DETAILS.
A R C R I T E C T 3 1
Design
Gr u 1. .
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-7746078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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LOT 13
BLK 1
PROJECT#
04128.000-13001
1[ODEL:
4EAB
"1672— ARIA"
GARAGE STUNG:
LEFT
PACE:
CONNECTOR
SCHEDULE
50 MPH EXP. B-CC
ARCFtl1ECT:
STATE OF FLORIDA
D � 11/04,
SCALE: 1 /4"=1'- 0"
altmm
4.2
ELECTRICAL LEGEND
SY-MM''WL
DEFINITION
NOTES
-{-y
125V CUTLET
204 S E POLE
110V OUTLET
00V OUTLET
- OF OUTLET WRED
TO SWITCH
�GFI
10V OUTLET
EOUIPED WAEa1D fall
LATER PTCR [TM R
RESISTANT TYPE)
220V OUTLET
141 WEE GMlLTILH
CFI
OUTLET
MTEREFRERT
`f�Its
SwncH
SWITCH
3-UWT Omw_
W4
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4-WAT OPER
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LNiNT
CEILING LIGHT
VP
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�O�
RECESSED CAN
WALL 8CQ10E
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J
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a� SEwaTY
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PUSH-E%tTTON
fCR CHITES
4-�
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LOCATION OF TV JACKS / PHONE OUTLETS
FANS TO BE VERIFIED • HOMEOUNER
PRE -CONSTRUCTION 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 s ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO BE LOCKOUT
IN PANEL
BATHROOM EXHAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT PER
ELECTRICAL PROVISIONS OF SECTION
MI5013 FBCR 5TH EDITION (2014),
LAUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING METHOD SHALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS OF
FBCR 5TH ED (2014).
ALL RECEPTACLES TO BE TAMPER -
RESISTANT TYPE
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FBCR 5TH ED (2014).
ALL LAMPS SHALL BE SELECTED BY
BUILDER AND 15% OF LIGHi1NG MU97 BE
ELECTRICAL PLAN
LOAD CALCULATIONS ONE FAMILY
DWELLING WITH HEAT PUMP
[NEC CODE •D21
HOUSE PLAN: MODEL "ARIA"
LOAD INFORMATION
VA
lET2 SQ FT G@DHW. FIGHTING % 3 VA PER Sp FT
601E
2 20 AHP APPLIANCE CBiCUIT AT 1500 VA EA
5000
_-.LAUNDRY CDiCVIT
1500
1 RANGE AT NA1� PL.1TE RATING OR COOMOP/OVEN
1200D
t wATER NEATER
4600
DtSXNA3HER
LY00
1 CWTHES DRYER
6000
nLSPovwL
500
1 1BCROWAW
MOO
1 REFRIGERATOR
1200
SUBTOTAL OF GENERAL WAD
3805E
FMT 10 EVA OF GENERAL WAD AT ]OOS
t0000
REMAINDER OF GENERAL WAD AT 40x 2805E VA i
11223
TOTAL NET GffiiERAL WAD
21223
9.5 TON HBAT PUMP (w/ 5IC1I �m" HEAT STRIP)
21 AtIP z 240 VA-
---
3.5 TON COO— SYETEY 40 240 Vw
9E00
NEf GBNERAL WAD
212Y3
_ _
TOTAL WAD
30823
CALCULATED LOAD FOR SERVICE
90823 VA/240 W 129
150 AMP SERVICE
•NOAST CASE SCENARIO - XI0HE9T HVAC WAD
US® FOR CAWUWTIONS.•
NEUTRAL CALCULATION:
LIGHTING, APPLIANCE, LAUNDRY LOADS: W203 VA
3000 VA B 100%, REMAINDER 0 35%
NET LOAD: 6,94E VA
RANGE: 12000 0 109. 8,400 VA
DRYER: 5,000 8 10% 35CO VA
TOTAL 18,849 VA
NEUTRAL AMPACITY: 16,489 / 240 = 18 A
'2 AL MINIMUM NEUTRAL CONDUCTOR.
PROVIDE 3 -1 CU, I % CU GND 2" CONDUIT OR PROVIDE
3 '2/0 AL, I'4 AL GND IN 2" CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT ® OVERHANG.)
Ism AMP ELECTRICAL RISER
NOT TO SCALE. COMBINATION SERVICE 150 AMP
DISCONNECT SWITCH AND 120/240 VOLT
GENERAL NOTES: M ELECTRIC METER IN I PHASE
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCL05URE MLO
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH PANEL
EDITION (2014) LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS. n
B. ALL CONDUCTORS SHALL BE TYPE THHN/THU,N UNLESS
NOTED OTHERWISE.
POWER COMPANY
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE 3'1 COPPER (CU) IN
1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
210 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE 15 PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
TELEPHONE SERVICE CABLE TELEVISION I
ENTRANCE SERVICE ENTRMIGE
EQUIPMENT EQUIPMENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
1 -4 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE FBCR 5TH
EDITION (2014).
5/8" DIA X 5 FT LONG COPPER CLAD GROUND ROD
A R C H I T E C T S
LONG WOOD, FL 82750 �Y
PH: 407-774-5078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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04128.000-13001
MODE
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1672— ARIA"
GARAGE award:
LEFT
PAGE:
ELECTRICAL
PLAN
50 MPH EXP. B
ARC rrr=CT[
STATE OF FLOPoDA
R
D � 11/04/16
SCALE: 1 /4"=1'- 0"
Skim=
5
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 ALAS SHALL BE CONSTRUCTED OF A VALUE
OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND
INSTALLED AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603.
3. ALL FLEX DUCTS SHALL BE APPROVED UL IN CLA55 I AIR DUCT AS PER NFPA 90A 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
5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, 61-1ALL BE CONSTRUCTED OF SMOOTH GALv. METAL.
OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603
6. ENCLOSED 5UPPORT PLATFORMS 5HALL 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.
8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE
RETURNED, TO EQUAL AIR EXHAUSTED.
5. 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 DAMPER5.
11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL.
FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS.
NOTE:
ALL HvAC TO HAVE PROPER
PANS W/ DRAINS
ATTIC
CEILING r..,-.
EXTERIOR WALL
PLENUM T
AIR RETURN
SUCTION AND LIQUID
AIR �SUPPLY y
REFRIGERANT LINES
�y
AIR HANDLER
_
I' ��---� _
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i� y 13/4'
PVC CONDENSATE DRAIN LINE
E VAP. TRAY y
PVC SLEEVE TO LINES BELOW SLAB
f
REFRIGERANT LINES TO
PLATFORM RETURN
CONDENSING UNIT
---___-_-
TRAP DRAIN LINE AND TERMINATE
IN AN DRAIN,PER
5TH EDITION
FBCR 5TH EDITION (2014))
4- MECHANICAL BLDG. CODE
SECTION 3012.1.1
HVAC
DRAINS
SCORIATED NICKEL FIN. FLOOR
BRONZE FL. PL — — � OR WALL
i
BRASS PLUG-- _ --�
______—FITTING OR EXTENSION TO
I I SOIL OR WASTE AS
t — — 1 REQUIRED
WADE 8240-K JOSAM 56000
INSIDE I 1 SERIES NICKEL BRASS TOP
CAULK J I P.v.G OPTI/SPEC
y t
—
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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
l
BALANCING DAMPER OR OBD
O
CEILING EXHAUST FAN
CEILING EXHAUST FAN 4 LIGHT
CIA
OUTSIDE AIR
(E)
THERMOSTAT
[S]
PASS-THRU AIR GRILL
SECURE STRAP TO CONC. CONDENSER
W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP
OR EQUAL
4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2)
18XI 1/4' BHT. MTL. SCREWS
CONDENSER UNIT
CONNECTION TO PAD
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER HEAD ® 12' FROM STRUCTURE
COUNTERSUNK
G.O. PLUG
SEE SPEC.
_
m
----------
I'-8'X8' CONC.
FIN. GRADE
A.
`— OR PAVING I---
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I EXTENSION TO SOIL
1
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SITE PLAN
NEXT. GROUND
CLEAN —OUT (TYP.
N S
I c
MECHANICAL PLAN
PROGRESSIVE AIR SYSTEMS 05/20/14
A R C H I T E C T S
6
Deign
Grou s.!
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdeslgngroup.wm
AA S: 0003325
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CONTROL DATE: 07/01/15
A R C H I T E C T Is
Design
Grouo.nc.
i41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX 407-774-4078
www.abdesigngroup.com
AA M. 0003326 J
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F—summ ag LOT
SILVERADO
LO T 13
BLK 1
PROJECT
04128.00 —13001
moaELc
4EAB
"1672—ARIA"
GARAGE 8'WM0-
LEFT
PAGE
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
50 MPH EXP. B
ARCHITECTS I
07
DATE: 11/04/16
SCALE: 1 /4"=1'— 0"
SHEET
D1
♦ O! Y I T C I• T a
SECURE 2x6 MIN. TO BLK W/ (2) k/'
ANCHOR BOLT W/2'WASHER SET
IN SIMPSON HIGH STRENGTH
EPDXY 4' EMBED.
SECURE 2x4 <
FLAT TO BLK
W/ CUT NAILS.
SIDES: [9
2X6 GARAGE DOOR BUCK W/ (3)
VXS' J-BOLTS 4' EMBEDMENT MIN.
W/ 2'XNA WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HIM IN JOINTS
PRIOR TO FILLING.
1-2X6 PT BLOCK • CENTER OF
DOOR HEADERR WKU)S'X8' J-BOLTS
4' EMBEDMENT W/ 2'X2'Xl(r' WASHER
AND NUT
O 17
GARAGE DOOR
r3JBUCK ATTACHMENT
SCALE: IR'•1'-0'
q
2X4X4' SECU� TO TR 165 W/ 3-12d "._IS. O.C. MAX TYP.
2X4 SECURE TO 2X4 BLK W/2-12d
SECURE TO BLK W/ META-16
r-7 2'-0" EXTENSION @ OPT SERVICE DR.
SCALE, I/2'•I'-0'
2X4 SECURED TO
GABLE END
W/(2)I2d.EA. UPRIGHT
2X4 SECURED TO
GABLE ENG WK2N2d
6'-8' O.C.
L-30
i!!r
BLOCKING
Tx4 BLOCKING
EA. RAFTER
L-30 EA
RAFTER
EA.
TER
2.4
FRAMING
(TYP)
�4�FRAMED OVERHANG
8 NOT USED
STICK BUILT WALL DETAIL
J N.TS.
N W _ PRE-ENG TRUSSES W/ TRUSS
1
•'roo
Im
E!,
Ir Z!
FOR!
e
mill
CONNECTOR VERIFY W/
FRAMING PLAN
DOUBLE TOP PLATE
— CRIPPLE STUDS a IW OL.
MAX
SIMPSON LSTA-12 ♦ EA. JACK
STUD, BOTH SIDES OF
OPENING.
2, STUDS a 16' OZ. MAX W/
SHEATHING, SHEATHING TO BE
WITHIN }' OF WINDOW/ DOOR
OPENING AND SECURE PER
FASTENER SCHEDULE
it KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
L JAGK STUD ASSEMBLY TO BE
SECURED ONE PLY • A TIME,
USE 12d NAILS, TWO WITHIN W
FROM EACH END t NO MORE
THAN 12' OC- STAGGERED
-- SP4 OR H5 s TOP AND
BOTTOM PLATES a EA FULL
LENGTH STUD, BOTH SIDES
OF OPENING.
— SHEATHING TO LAP TO TOP
OF MASONRY WALL.
_ SHEATHING MUST NOT
BREAK 1'-4' MIN. FROM 2ND
TYP. EXTERIOR WINDOW/ DOOR FLR LINE.
`� JOPENING WD FRAMED �/FLOOR TRUSS
9CALEIQ'•I'_0•
FASTENER SCHEQUL-E
ROOF DIAPHRAGM
USE 1/16' OSB. OR 1/2' CDX PLY WITH 'S RING SHAW, GIN NAILS AT 4' OL. AT
SUPPORTED PANEL EDGES AND '8 RING SHANK GUN NAILS AT 6' O.C. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
WOOF SHEATHING TO GABLE END FRAME
USE % GIN NAILS • 4' O.C.
EXTERIOR SHEATHING
USE 1/16' OSB. OR 1/2' PLY WITH ffi RING SHANK GUN NAILS AT 6' OL. AT
PANEL SIDES AND 'S RING SHANK GW NAILS 4' OL. TOP I BOTTOM
PANEL AND '8 RING SHANK GUN NAILS AT 6' OL. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
NOTE:
RING SHANK GUN NAILS SHALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
NAIL (REQUIREMENTS
SIZE HEAD 1 LENGTH IDIA. lTrNSILE STRJ
8d
ROUJDJMODFIE
2 3/8'
J13
1T0,000
TOP CORD BLOCKING AT 4'
OR T
O.C. MAX. IN FIRST 2 FRAMING
SPACES AT EACH END.
NOTE, NAILS TO BE MFG. BY MEMBER OF INT.
RAFTER OR
STAPLE, NAIL 4 TOOL ASSOCIATION
I. 0.113 INCH NOMINAL 9FIANK DIAMETER
ROOF SHEATHING
IAMETE
16 TO 20 RINGS PER INCH
1_.
rUL3.
JR
5.2 INCH NAIL LENGTH
i
z
_ l__-1In
-E�l
p
5 3
W
ROOF SHEATHING LAYOUT
AND ENDWALL BRACING,
FOR GABLE END FRAMING
61=8 a EA. STUD TOP 4
BOTTOM
F'W-ENG TRUSSES W/TRUSS
CONNECTOR UP TO 11000
UPLIFT
DOUBLE TOP PLATE
SIMPSON META-24 s EA JACK
2x8 STUDS • 16' OL. MAX W/
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 ® A TIME.
USE 12d NAILS, TWO WITHIN 6'
FROM EACH END 4 NO MORE
THAN 12' OL. STAGGERED
WINDOW SILL W/CRIPPLES e
IS, OL.
}' DIA ANCHOR BOLT
AT I6' O.C. MAX WITH T'
EMBEDMENT AND 2'
DIA. WASHER
SIMPSON M57AM-24 a EA.
JACK, SECURED W/(3)Y' X 1
3/4' TAPCONS TO CP1U
W/MIN. 2' COVER N 2' APART
2X8 P.T. BOTTOM PLATE
5 WINDOW OPENING
C� 2—STORY WALL
xni�s • 4• oc.
Z
"J e
TYP. EXT. SHEATHING ATTACHMENT
FOR WALL SHEATHING (OSB TO BE
STRUCTURAL GRADE)
NOTE: TYP. EXT. SHEATHING ATTACHMENT
FOR SHEAR 4 UPLIFT (OSB. TO BE STRUCTURAL
GRADE) CONNECTORS FROM STUD TO PLATE ARE
NOT REQUIRED EXCEPT a OPENINGS
Y
TRUSA.-
MTS-
,/16'
2X4
BTM.2X4
PLA
DBL. TOP PLATE
2X4 STUD *'Or-.
,/16' 050.
1/2' AB. W/ MNJ.
I.EMBEDMENT
LOCATE 6'-8' FRCP I ENDS
AND 32' OL. MAX.
TEXTURED FINISH
MS-ITSMETA-lb
32' O
CMU WALL
PRE-ENGINEE�D
TRUSS
KNEE WALL DETAIL
2 TO BLOCK
SCALE: 1/2'4'-0-
A
SECURE 2x i0 BLOCK
W/ l2) �' TAF'CON8 OR
DRIVE PIN
(MIN SHANK SIZE .145) _
(MIN EMBED. 1 g
rl'£cs♦r
WITHIN 8' OF EACH
C
END AND 18' OL. HAX-
SPACING.
O.5B. SHEATHING OR
}' CDX PLYWOOD
I
U, TOT--o!
2x4 BLOCKS
-
CMU WALL
I
- -
�RCH WINDOW FRAME A SECTION
v SCALE; 1/2'-1'-0'
�-8 RING SHANK GUN NAILS
• 6' Of IN FIELD
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (OSB. TO BE STRUCTURAL GRADE)
'8 2' DECK SCREWS � 6'-8'
OG. MAX ♦ EDGES t 12' OL.
MAX IN FIELD. UNTHREADED
'SHANK TO EXTEND BEYOND
THICKNESS OF SUB -FLOOR
SHEATHING
TYP. 3/4' T,G SUB-fLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
PRE-ENG. TRUSS -�
DBL. 2X TOP PLATE
l/ 6' O.Z.B.
2X BLOCKING s
TOP OF
,/I6' OSB.
2X STUDS 16' O.C. MAX. .�
2X BTM. PLATE
3/4' FLOOR DECKNG i
PRE- ENGINEERED s
FLOOR TRUSS
2X4 s TOP
BOTTOM COAT.
META-16
BLK WALL
QI CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK,
W/ 1/4, GAP FROM BLK TO OSB.
O HORIZONTAL 2X $PP. STRUCTURAL BLOCKING AT
PERIMETER OF OSB. TO PROVIDE CONT. NAIL PATTERN
Q3 REMAINING AREA TO BE SHEATHED FROM DEL. TOP
PLATE TO HORIZONTAL BLOCKING.
® SHEATHING • TOP OF WOOD FRAMED WALL TO BE
STAGGERED MIN. OF 16' FROM SHEET BELOW
Q5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL
TO STUDS
9 EXT. WALL SHEATHING
SCALE: I/1''I'-0'
L441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-7746078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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Sv077. de LOT:
SILVERADO
LOT 13
BLK 1
PROJECT#
04128.000-13001
MODET2
4EAB
"1672-ARIA"
GARAGE S W7NO:
LEFT
PAGE:
MISC.
DETAILS
50 MPH EXP. B
ARCHITECT.
STATE OF FLEA
DA� 11/04/16
SCATM 1/4"=V-0"
ST;EETlj^
FIBERGLASS SHINGLES
OVER *BO FELT PAPER
INSTALLED PER FBCR
R9052.1 ON 1-16' O.S.B.
SHEATHING OR I' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
'.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -SAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
EMBED. STRAP VERIFY W/
TRUSS PLAN
%' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
•
TEE ENERGY CODE FORMS
OR INSULATION R-VALUES
' GYPSUM BOARD OR }' HIG
TRENGTH CLG. BOARD
:ONC. FILLED LINTEL BLK W/
1) 05 REBAR CONTINUOUS
'RECAST LINTEL
'EE ENERGY CODE FORMS
OR INSULATION R-VALUES
IINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) 115 REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
a 16' O.C.
8' CMU
1/2, GYP. WL. BD.
WOOD BASE
1—STORY
1 BLOCK WALL
SCALE: 3/4'= I'-0'
1/1v O.S.B. OR }' CDX
TYVEK BUILDING WRAP
FORTIF15ER BLDG PAP
GALV'D MTL. LATH
1/8' TEXTURED
FINISH ® WOOD
Ya' TO %' MID WALL
WEEP SCREED
za
Q
-8' CMU
-5/8' TEXTURED
FINISH 0 MASONRY
WEEP SCREED
DETAIL C) WOOD TO
2 LVLn UUININ
SCALE: I I/2'=1'-0'
FIBERGLASS SHINGLES OVER
030 FELT PAPER INSTALLED
2x4 BLOCKING BETWEEN
FIBERGLASS SHINGLES
2x4 BLOCKING BETWEEN
PER FBCR R9052.1 ON
TRUSSES WHERE 'X' BRACIN
TRUSSES
OVER INSTALLLL ED PER FBGR FELT PAPER
TRUSSES WHERE 'X' BRACING
I,'
PRESENT
IS PRESENT
O.S.B. SHEATHING OR 1' GDX
R905.2.1 ON 116' O.S.B.
PLYWOOD SECURED PER
SCHEDULE
PRE-ENG GABLE TRUSS
SHEATHING OR I' CDX
PRE -ENO GABLE TRUSS
FASTENER
PLYWOOD SECURED PER
P.T. lx2 W/ MTL, DRIP EDGE
2x4 NAILER
FASTENER SCHEDULE
CONT. 2x4 RAT RUN SECURED W/ (2)
2x4 OR 2x6 SUB -SAND
CONT. 2x4 RAT RUN SECUREC
P.T. Ix2 W/ MTL. DRIP EDGE
12d's a EACH TRUSS
PER ELEVATIONS
W/ (2) 12d's a EACH TRUSS
2x4 OR 2x6 SUB -BAND m•
TO BE INSTALLED e MID. POINT OF
VENTED ALUM. SOFFIT
TYP.
o.".
TO BE INSTALLED 1B MID.
PER ELEVATIONS TYF.
TRUSS SPAN, OR 10'-0' O.C. MAX.
STIFFBACK AT ALL UPRIGHTS
POINT OF TRUSS SPAN, OR
VENTED ALUM. SOFFIT o"
SEE ENERGY CODE FORMS
OVER 4'-10' HIGH (SEE
MAX.
10'-0' OCMAX
STIFFBACK AT ALL
FOR INSULATION R-VALUES
SEALED ENG. FOR SIZE 4
SEE ENERGY CODE FORMS
UPRIGHTS OVER 4'-10' PTI
J' GYPSUM BOARD OR
CONDITION.)
FOR INSULATION R-VALUES
HIGH (SEE SEALED ENG.
HIGH STRENGTH CLG.
O.S.B. SHEATHING OR
�•'
GYPSUM BOARD OR
FOR SIZE 4 CONDITION.)
'
BOARD
CDX PLYWOOD. ATTACHED
`
HIGH STRENGTH CLG.
B O.S.B. SHEATHING OR
f � - �'
2x4 NAILER
PER FASTENER SCHEDULE
BOARD
CDX PLYWOOD. ATTACHED -
2x4 +;r 24' O.G. o INTERIOR
ON SHEET D5
PER FASTENER SCHEDULE
KNEE WALL
lTHICK, 3 GOAT
CONC, FILLED LINTEL ELK W/
/ ON SHEET D5
CEMENT
PORTLAND CEMENT PLASTER
(1) 05 REBAR CONTINUOUS
116' THICK, 3 GOAT
CONC. FILLED LINTEL BLK W/
OVER EXPANDED GALV'D
SEE ENERGY CODE FORMS
PORTLAND CEMENT PLASTER
(1) 05 REBAR CONTINUOUS
METAL LATH ON PORTIFIBER
(
FOR INSULATION R-VALUES
OVER EXPANDED GALV'D
dd
JUMBOTEX GRADE 'D' PAPER
PRECAST LINTEL
METAL LATH ON FORTIF15ER i
PRECAST LINTEL
OVER TYVEK BUILDING WRAP
WINDOW ATTACHMENT AS
JUM50TEX GRADE 'D'
WINDOW ATTACHMENT AS
(REFER TO STUCCO SPECS
PER MANUFACTURES
PAPER OVER TYVEK
PER MANUFACTURES
FOR COMPLETE INFORMATION)
SPECIFICATIONS
BUILDING WRAP (REFER TO
SPECIFICATIONS
STUCCO SPECS FOR
WEEP SCREED
PRECAST SILL
COMPLETE INFORMATION)
PRECAST SILL
(SEE DETAIL 2)
(1) 05 REBAR VERTICALLY
WEEP SCREED
(1) 05 REBAR VERTICALLY
SECURE GABLE TO 2x6 P.T.
W/ CONC. POURED CELL
(SEE DETAIL 2)
W/ CONC.POURED
PLATE W/ 12d's 8' O.G. MAX
Ix2 P.T. FURRING STRIPS
SECURE GABLE TO 2x6 P.T.
Ix2 P.T. FURRING STRIPS
s 16' O.C.
PLATE W/ 12d's 8' O.C. MAX
Is 16' O.C.
SECURE 2x6 PT. PLATE TO
i
S' CMU
SECURE 2x6 PT. PLATE TO =
ELK W/ }'x9' ANCHOR BOLT W/
ELK W/ }'x9' ANCHOR BOLT
2' WASHER SET IN SIMPSON
I/2' GYP. WL. BD.
W/ 2' WASHER SET IN SIMPSON
IS/2 GYP. WL- BD.
HIGH STRENGTH EPDXY l'
WOOD BASE
HIGH STRENGTH EPDXY -1
WOOD BASE
EMBED- MIN. ® 32' OC MAX.
EMBED. MIN. - 32' OC MAX.
%" THICK, 3 COAT
S_
5/B' THICK, 3 COATPORTLAND
CEMENT CEMENT
i
CEMENT
PLASTER APPLIED
w
PORTLAND
ASTER APPLIED
DIRECTLY TO MASONRY
a l .
DIRECTLY TO MASONRY fl
Z
�o
�o
NOTE:
1—STORY GABLE
1—STORY GABLE
PER FECR402,A- FOR
-�
W/ VAULT CLG.
AERNSLOPES
LE55 THAN MENTO
U
BLOCK WALL
n SCALE: 3/4'=P-0'
1 D BLOCK WALL
SYSTEM IS REQUIRED- FOR ROOF SLOPES OF
4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS
11� SCALE: 3/4'=1'-O"
PERMITTED BUT MUST BE PER ASTM D226 TYPE
11, ASTM D 48C69 TYPE IV, OR ASTM D 6151
8' CMU
!f' DRYWALL
I'X4' OR I'X2' P.T. NAILER
P.T. OR SECURE
a
Tq A&E 4 E EN
FRAME t EXTEND I
INTO
INTO BLOCK W/' TAPCONS
O
OR DRIVE PM
RL NK SHASIZE A45
MI
MM. HEAD 912E 900
MIN EMBEDMENT I-Y'
WITHIN 9' OF EACH END t IS'
OC. MAX SPACING
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANFACTURES DETAILS.
NOTE: SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB TO
BLOCK +3/4 OR +5/4
WINDOWTO BLOCK +3/4 OR +5/4
1y SCALE:
I'.I'_0•
2X4: CM
SECURE TO BLOCK W/'
TAPCON. OR DRIVE PM
(MIN. SHANK SIZE J45
MIN HEAD SIZE 300
MIN. EMBEDMENT I kw)
WITHIN 6' OF EACH END 4
IS- D.C. MAX SPACING.
2xb: CEO
SECURE TO
SECURE TO BLOCK W2-'('TAPCO
DRIVE PIN
(MIN SWANK SIZE .149
❑
MRL HEAD 812E 300
MIN EMBEDMENT I JV')
WITHIN 8' OF EACH END 4
B' O.C. MAX SPACWY
CMU
2xB: ®
1S8' DRYWALL
SECURE TO BLOCK W/2-M(`'
TAPC," OR DRIVE PM
I'X4' OR I'X2' P.T. NAILER
(MIN. SHANK SIZE J45
DOOR CASING
MM. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. EMBEDMENT Y.')
ATTACH TO 2X PER
WITHIN 8' OF EACH END t
B' OC. MAX SPACING.
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya')
DOOR JAMB TO BLOCK +1-1
B WINDOW TO BLOCK +1-1 2//2"
SCALE: I'•I'-®'
2X4: ®
2X4: ®
2X4: CM
SECURE TO BLOCK W/ ir'
SECURE TO BLOCK W/ 34'
SECURE TO BLOCK WY4'
TAPOONS OR DRIVE PIN
TAPCONS OR DRIVE PIN
TAPCONB OR DRIVE PIN
(MIN. SHAW SIZE 145
(MIN. SHASIZE J45
W,
(MIN. SHANK SIZE J45
MIN. HEAD SIZE 300
MIN. HEAD SIZE 300
MR HEAD SIZE 300
MIN EMBEDMENT I Y.')
MR EMBEDMENT I Y')
MIR EMBEDMENT I Y')
WITHIN S' OF EACH END 4
WITHIN S' OF EACH END 4
WITHIN 4
18' OC. MAX SPACING.
Is, OG. MAX SPACING.
IS'- O.C. MAX SPACING.
2X6: CM
SECURE TO BLOCK W2-V
TAPCONS OR DRIVE PM
NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE / 9EGIAiD
2X6: ®
SECURE TO BLOCK W2-j('
TAPCONS OR DRIVE PM
❑
NOTE: STRUCTURAL 1X MIST
2X6:
SECURE TO BLOCK W/1-1A4'
TAPCONS OR DRIVE PIN
NOTE: STRUCTURAL 2X MIST
BE ON OUTSIDE t SECURED
THROUGH NON-STRUCTURAL
(MIN SHANK SIZE J45
MIN. HEAD SIZE 300
THROUGH NON-STRUCTURAL
i(p' TAPCON MIN. 1-Y'
(MIN. SHANK SIZE .145
MIN HEAD SIZE 300
BE ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
(MIN. SHAWL SIZE J45
MIN. HEAD SIZE 300
14- TAPCON MIN 1•Y'
MIIN. EMBEDMENT I Y')
EMBEDMENT INTO BLOCK.
MIN. EMBEDMENT I YW)
9(' TAPCCN MRL I-Y'
MIN EMBEDMENT I Y4'1
EMBEDMENT INTO BLOCK
WITHIN B' GF EACH END 4
8• C'Il
WITHIN 8' OF EACH END 4
EMBEDMENT INTO BLOCK
WITHIN S' OF EACH END 4
1910 G. MAX SPACING.
)5' ORl'IU4LL
IB' OG. MAX SPACING.
B, CMU
IB' OG. MAX SPACING.
8' Cm
IV DRYWALL
2Xa: ®
SECURE TO BLOCK W2-'iG'
I'X4. OR I'X2' P.T. NAILER
2XS: C�
SECURE TD BLOCK W2-?(e'
)S' DRYWALL
2XS: ®
BECURE TO BLOCK WA-1/4'
I'X4' OR I'M' P.T. NAILER
TAPCONS OR DRIVE PIN
3W OBB. X 4' MK
TAPGONB OR DRIVE PIN
I'X4' OR I'X2' P.T. NAILER
TAPCONS OR DRIVE PIN
Xc• OJiB. X 4' MIN.
(MIN. SHA , SIZE 145
DOOR CASNG
(MIN. SHANK SIZE 345
DOOR CASING
(MIN. SHANK SIZE J45
DOOR CASING
MIN. HEAD SIZE B00
DOOR JAMB OR WINDOW
MIN HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN HEAD SIZE 300
MIN. EMBEDMENT I Y.'1
ATTACH TO 2X PER
MR EMBEDMENT I Y')
ATTACH TO 2X PER
MM. EMBEDMENT Y.')
DOOR JAMB OR WINDOW
WITHIN S' OF EACH END 4
18' OC. MAX SPACING.
MANUFACTURES DETAILS.
WITHIN 8' OF EACH END 4
IS' OC. MAX SPACING.
MANUFACTURES DETAILS.
WITHIN B' CP EACH END 4
IS- OC. MAX SPACING.
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A')
DOOR JAMB TO BLOCK +1-15/16"
WINDOW TO BLOCK +1-15/16"
SCALE: I' • I'-i
2X4: CM
SECURE TO BLOCK WA
O
TAPCONS R DRIVE PIN
(MIN. BFIANK SIZE .145
MIN 4EAD SIZE 300
MIN. EMBEDMENT I J")
WITHIN 8' OF EACH END 4
is, OG. MAX SPArwk
2X6: csm
SECURE TO BLOCK W2-'4
NOTE: STRUCTURAL 2X MIST
TAPCCN8 OR DRIVE PIN
BE ON OUTSIDE 4 SECURED
(MIN SHANK SIZE .145
THROUGH NON-STRUCTURAL
MIN HEAD SIZE -100
)W TAPCON MIN 1-Y.'
MIN. EMBEDMENT I Y')
EMBEDMENT INTO BLOCK
WITHIN 8' OF EACH END 4
a' Cm
IS' OG. MAX SPACING.
19 DRYWALL
2xs: ®
I'X4' OR I'X2' P.T. NAILER
SECURE TO BLOCK W2-i(�'
TAPCONS OR DRIVE PM
I' P.T. X 4' MIN.
(MIN. SHANK SIZE .145
DOOR CA51NG
MIN HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. EMBEDMENT I Y'1
ATTACH TO 2X PER
WITHIN ItCF EACH END 1
MANAFAGTIIRE. DETAIL..
NOTE: 814IM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +2 1/4"
�n1 WINDOW TO BLOCK +2 1/4"
SCALE: I'•I'-0'
NOTE: SHIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +T
WINDOW TO BLOCK +3"
E % SCALE: V-F-o'
2X4: CEM
SECURE TO BLOCK W/�('
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE J45
MIN HEAD SIZE 300
MIN EMBEDMENT I
WITHIN S• OF EACH END 4
LWOC. MAX SPACING.
NOTE. STRUCTURAL 2X MUST
ON OUTSIDE /SECURED
TF'
THROUGH NONI-STRUCTURAL
2X6' ®
TAPO
TAPCON MIN. I-E
SECURE TO BLOCK W2-',(e'
EM
EMBEDI'1EM INTO BLOCK
T OR DRIVE PIN
(MIN. IN. SHASHA NK SIZE J49
❑
8' CMU
MIN. HEAD SIZE 300
_)'DRYWALL
MIN EMBEDMENT I Y.9
WITHIN 8' 01 EACH END t
I'X4' OR 1'X2' P.T. NAILER
B' OC.MAX .PACING.
2ND 2X 8E0URE TO
2X& ®
STRUCTURAL MEMBER W/(2112d
SECURE TO BLOCK W2-4W
WITHIN B' OF EACH END 4 6'
TAPCONS OR DRIVE PIN
TO B' OL. MAX
(MIN SHANK SIZE .145
DOOR CASING
MIN. HEAD 812E 300
DOOR JAMB OR WINDOW
MIN. EMBEDMENT 1 Ya')
ATTACH TO 2X PER
HIl WITN 8� CF EACH END
M AKFAGTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +T
rut WINDOW TO BLOCK +T
iSCALE: I'.I'_0•
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +3-7/16"
WINDOW TO BLOCK
+3-7 16"
G
2X4:
SECURE To BLOCK W//'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE J4b
MIN HEAD SIZE 300
MIN EMBEDMENT I Y9
WITHIN S' OF EACH END 4
18' OC. MAX SPACING.
2x6: CEM
SECURE TO BLOCK WA-1/4'
TAPC40NS OR DRIVE PIN
NOTE: STRUCTURAL 2X MUST
(MIN. SHANK SIZE J45
BE ON OUTSIDE 4 SECURED
MIN HEAD SIZE 300
THROUGH NON-STRUCTURAL
MIN EMBEDMENT I V)
%! TAPCON MIN 1414'
WITHIN 8' GF EACH END 4
EMBEDMENT INTO BLOCK
I& OG. MAX SPACING.
8' CMttI
2X8, ®
JS DRYWALL
TO BLOCK W/-I/4'BE0.
TAPCCN5 OR DRIVE PIN
I'X4' OR 1'-' P.T. NAILER
(MIN. SHANK SIZE J49
I' P.T. X 4' MIN.
MIN. HEAD SIZE 300
DOOR CASING
MIN. EMBEDMENT I /49
WITHIN 5' OF EACH END 4
DOOR JAMB OR WINDOW
Is- OG. MAX SPACING.
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +3 3/4"
�u� WINDOW TO BLOCK
+3 3/4"
SCALE: I'•I'-0'
A R C N IT E C T S
6
Design
Grou �2T42.
141 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.a bd esigngrou p.com
AA #: 0003325
w
y
w
w
x
0
m
0
0
SLTBDIV. at LOT
SILVERADO
LOT 13
BLK 1
PROJECT#
04128.000-13001
monzIl
4EAB
"1672-ARIA"
GARAGE S'WMG:
LEFT
PAGE:
MONOLITHIC
1—STORY
WALL
SECTIONS & NOTES
%150 MPH EXP. B
ARCHrrECT:
STATE OF FLORIDA
D � 11/04,
SCALE: 1 /4"=1'- 0"
9iElmET
1) 3
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R'B052:1 ON a' 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
DOUBLE TOP PLATE
WINDOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER
SPAN CHART FOR
DETAILS
b O.S.B. SHEATHING OR 1'
CDX PLYWOOD.
ATTACHED PER FASTENER
SCHEDULE ON SHEET D5.
'1/8' THICK, 3 COAT
PORTLAND CEMENT
PLASTER OVER
EXPANDED GALv'D
METAL LATH ON
FORTIF15ER JUM50TEX
GRADE 'D' PAPER OVER
TYVEK BUILDING WRAP
(REFER TO STUCCO
SPECS FOR COMPLETE
INFOR'1AT ION)
NOTE: SHEATHING MUST
NOT BREAK 1'-4' MIN.
FROM 2ND FLR LINE
2x4 CONT. 6 TOP AND
BT. OF FLR TRUSS (TOP
2x4 SUPPORTS BT
PLATE OF 2ND FLR, BT.
2x4 IS FOR WALL
SHEATHING NAILER)
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
FLOOR FRAME
1 SCALE: 3/4'=1'-0'
2x STUDS o 16' O.G. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
4' T 4 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
SIMPSON HETA-16 EMBED.
STRAP 6 32' O.G. MAX VERIFY
W/ TRUSS PLAN
J' GYPSUM BOARD OR 2'
HIGH STRENGTH CLG. BOARD
\,__SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
9' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
TWIST STRAP VERIFY W/
TRUSS PLAN
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIF ICAT IONS
UNDOW SILL
?x STUDS a 16' O.G. MAX W/
NSUL., SEE ENERGY CODE
:ORMS FOR INSULATION
R-vALUES
" T 4 G SUBFLOOR GLUED
4ND SCREWED AS PER
-ASTENER SCHEDULE
'RE-ENG FLOOR TRUSS
'INSTALL PER MFG. SPECS.)
R' GYPSUM BOARD OR
41GH STRENGTH CLG.
BOARD
::ONC. FILLED LINTEL BLK W/
'1) 05 REBAR CONTINUOUS
5EE ENERGY CODE FORMS
:OR INSULATION R-VALUES
'RECAST LINTEL
1JINDOW ATTACHMENT AS
'ER MANUFACTURES
SPECIF ICAT IONS
'RECAST SILL
1) 05 REBAR VERTICALLY
W/ CONIC. POURED CELL
Ix2 P.T. FURRING STRIPS
9 16' O.C.
8' CMU
1/2' GYP. WL. BD.
WOOD BASE
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
RW52.1 ON J' O.S.B.
SHEATHING OR J' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUS -BAND PER
ELEVATIONS
VENTED ALUM. SOFFIT
BTIFFBACK AT ALL
UPRIGHTS OVER 4'-10'
HIGH (SEE SEALED ENG.
FOR SIZE 4 CONDITION)
SECURE 2x4 PLATE TO WALL W/
S'x6' THRU-BOLTS ® 32' O.G.
MAX THEN SECURE GABLE TO
2x4 PLATE W/ 12d's 8' O.C. MAX
OR
SECURE GABLE TO DBL TOP
PLATE W/ SIMPSON HTC4 ® 24'
O.C. MAX
WINDOW HEADER SIZE VARIES
PER WINDOW OPENING SEE
HEADER SPAN CHART FOR
DETAILS
16 O.S.B. SHEATHING OR }' CDX
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET
D5
7/8' 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 I'-4' MIN. FROM 2ND FLR
LINE
2x4 CONT, 0 TOP AND BT. OF
FLR TRUSS (TOP 2x4 SUPPORTS
BT PLATE OF 2ND FLR, BT. 2x4
IS FOR WALL SHEATHING
NAILER)
WEEP SCREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
5/s' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2-STORY GABLE
FIRST FLOOR
BLOCK SECOND
1A FLOOR FRAME
SCALE: 3/4' = I' -0'
1 0.S.B- SHEATHING OR }' COX
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET
D5
l/8' THICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
EXPANDED GALV'D METAL LATH
ON FORTIFIBER JUM50TEX
GRADE 'D' PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
2x4 CONT. a TOP AND BT, OF
FLR TRUSS (TOP 2x4
SUPPORTS BT PLATE OF 2ND
FLR, BT. 2x4 IS FOR WALL
SHEATHING NAILER) I
WEEP SCREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
5/s' THICK, 3 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
FLOOR CONNECTION AT PARALLEL/
(�TERPE�
NDICULAR PRE-ENG FLOOR TRUSS
SCALE: 3/4'=I'-O'
2x STUDS e IV O.G. MAX W/
INSUL., SEE ENERGY CODE
FOR'15 FOR INSULATION
R-vALUES
4' T 4 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
I' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONG. FILLED LINTEL BLK W/
(1) S REBAR CONTINUOUS
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BRACING
IS PRESENT
PRE-ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED
W/ (2) 12d's - 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 6 16' O.C. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-vALUES
4' 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
CONC. FILLED LINTEL BLK W/
(1) S REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
PRECAST SILL
(U 05 REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
9 Ifo' O.C.
8' CMU
1/2' GYP. WL. BD.
WOOD BASE
3/4' T 4 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE ON
SHEET D2
FASTEN 2X4 RIBBON (P.T. s
CMU) W/ (3) 12d NAILS's EACH
TRUSS
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
CONC. FILLED LINTEL BLK W/—�
(1) 05 REBAR CONTINUOUS
RIBBON
FASTENING DETAIL
�, ti SCALE: 3/4'
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R'50521 ON Z' O.S.B.
SHEATHING OR }' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P-T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUS -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
1,0000 UPLIFT —
CONNECTOR
2x8 SYP 02 —
DBL TOP
PLATE
WALL
SHEATHING
2x8 SYP 02 —
WOOD STUDS
AT 12' O.G. MAX
2x8 P.T. SYP 02
SOLE PLATE
05 REBAR s 16'
O.C. MAX, IN
CONCRETE
POURED CELL,
VERIFY PER
PLAN.
SEE ENERGY
CODE FORMS
FOR
INSULATION
R-vALUES z w
�CL zQ
WALL
SECTION -
WOOD
FRAME TO
1 B LOCK WALL
NOTE:
PER FBCR 9052.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
II, ASTM D 4869 TYPE IV, OR ASTM D 6-151
9
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
J' GYPSUM BOARD OR }'
HIGH STRENGTH CLG.
BOARD
SIMPSON
SP2 a EA.
2X8 STUD
' DRY WALL
}' DIA ANCHOR BOLT
AT Iro' O.G. MAX WITH -l'
EMBEDMENT AND 2'
DIA. WASHER
SIMPSON SPI
g 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
Is 16' O.G.
8' CMU
1/2' GYP. WL. BD.
(U 04 CONTINUOUS REBAR
WOOD BASE
1*4 REBAR 48' LONG
W/6' HOOK a 24' O.G.,
MIN. 24' IN SLAB
2'-0" (MIN.
IN SLAB)
4' CONC., REINF. W/ 6'x6'
WIAXW1.40 WWM ON (o-MIL POLY
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN FILL
TERMITE TREATMENT SHALL BE
BORA-CARE
(3)'5 REBAR ON CHAIRS
A R C H I T E C T S
ou 1
Design
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.abdesigngroup.com
AA #: 0003325
w
x
h
w
0
i
h
0
0
5
F
LOT:DO
000-13001
][ODE":
4EAB
"1672- ARIA"
GAitAGE SWING:
LEFT
PAGE:
MONOLITHIC
2-STORY
WALL
SECTIONS & NOTES
150 MPH EXP. B
ARCHRECT:
STATE OF FRI LODA
k7 20
pvn4T
DATM 11/04/10
8CALE: 1 /4"=1' - 0"
8I1mET
D4
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R905.2.1 ON 2' O.S B-
SHEATHING OR J' 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 I'
CDX PLYWOOD,
ATTACHED PER FASTENER
SCHEDULE ON SHEET D5.
7/6' THICK, 3 COAT
PORTLAND CEMENT
PLASTER OVER
EXPANDED GALV'D
METAL LATH ON
FORTIRBER JUMBOTEX
GRADE 'D' PAPER OVER
TYVEK BUILDING WRAP
(REFER TO STUCCO
SPECS FOR COMPLETE
INFORMATION)
NOTE: SHEATHING MUST
NOT BREAK I'-4' MIN.
FROM 2ND FLR LINE
2x4 CONT. a TOP AND
BT. OF FLR TRUSS (TOP
2x4 SUPPORTS BT
PLATE OF 2ND FLR, BT.
2x4 IS FOR WALL
SHEATHING NAILER)
WEEP SCREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY /
W/TRUSS PLAN J
s/e' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2-STORY
FIRST FLOOR
BLOCK SECOND
U-11---�FLOOR FRAME
SCALE: 3/4'= I'-0'
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
I' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
TWIST STRAP VERIFY W/
TRUSS PLAN
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
WINDOW SILL
2x STUDS 9 16' O.G. MAX W/
INS-L., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
J' T t 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
CONC. FILLED LINTEL BLK
(1) 05 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
6 16' O.C.
S' CMU
1/2, GYP. WL. BD.
WOOD BASE
OVER «30 FELT PAPER
2x4 BLOCKING BETWEEN
FIBERGLASS SHINGLES
INSTALLED PER FBCR
TRUSSES WHERE 'X' BRACING
OVER 030 FELT PAPER
RS052.1 ON ib' O.S.B.
IS PRESENT
INSTALLED PER FBCR
SHEATHING OR }' CDX
R9052.1 ON �v O.S.B.
PLYWOOD SECURED PER
SHEATHING OR �' CDX
FASTENER SCHEDULE
PRE-ENG GABLE TRUSS
PLYWOOD SECURED PER
P.T. IX2 W/ MTL. DRIP EDGE
CONT. 2x4 RAT RUN SECURED
FASTENER SCHEDULE
SEE ENERGY CODE FORMS
2x4 OR 2xro SUB -BAND PER
W/ (2) 12d's 0 EACH TRUSS
PRE-ENG TRUSS
FOR INSULATION R-VALUES
ELEVATIONS
P.T. IX2 W/ MTL. DRIP EDGE
I' GYPSUM BOARD OR }'
VENTED ALUM. SOFFIT
2x4 OR 2xro SUS -BAND
HIGH STRENGTH CLG.
BOARD
PER ELEVATIONS
STIFFBAGK AT ALL
UPRIGHTS OVER 4'-10'
VENTED ALUM. SOFFIT
SIMPSON
HIGH (SEE SEALED ENG.
SEE ENERGY CODE FORMS
1,000« UPLIFT
SP2 g EA.
2X8 STUD
FOR SIZE t CONDITION)
FOR INSULATION R-VALUES
CONNECTOR
SECURE 2x4 PLATE TO WALL W/
2x8 SYP 02
3'x6' THRU-BOLTS 9 32' O.G.
' GYPSUM BOARD OR
DBL TOP
8
MAX THEN SECURE GABLE TO
HIGH STRENGTH CLG.
BOARD
PLATE
IN DRY WALL
2x4 PLATE W/ 12d's 8' O.G. MAX
DOUBLE TOP PLATE
WALL
SHEATHING
A' DIA ANCHOR BOLT
OR
AT O.C. MAX WITH 1 '
SECURE GABLE TO DBL TOP
WINDOW ATTACHMENT AS
2x8 SYP "2
EMBEDMENT
E DMENT AND 2'
PLATE W/ SIMPSON HTC4 6 24
PER MANUFACTURES
WOOD STUDS
DIA. WASHER
O.C. MAX
SPECIFICATIONS
AT 12' O.C. MAX
WINDOW HEADER SIZE VARIES
WINDOW SILL
SIMPSON SPI
m EA. 2X8
PER WINDOW OPENING SEE
HEADER SPAN CHART FOR
2x STUDS 6 16' O.G. MAX W/
STUD
DETAILS
INSUL., SEE ENERGY CODE
O.S.B. SHEATHING OR J' GDX
FORMS FOR INSULATION
R-VALUES
2x8 P.T. SYP 02
0 SOLE PLATE
(1) COURSE TIE -BEAM
PLYWOOD. ATTACHED PER
POURED SOLID WITH
FASTENER SCHEDULE ON SHEET
4' T a G SUBFLOOR GLUED
w
--
CONCRETE. (1) 05
IDS
AND SCREWED AS PER
W q
REBAR HORIZONTALLY
1/6' THICK, 3 COAT PORTLAND
FASTENER SCHEDULE
0
CEMENT PLASTER OVER
PRECAST LINTEL
EXPANDED GALV'D METAL LATH
WINDOW ATTACHMENT AS
ON FORTIFIBER JUM50TEX
'D'
z w
PER MANUFACTURES
GRADE PAPER OVER TYVEK
SPECIFICATIONS
BUILDING WRAP (REFER TO
J 0
STUCCO SPECS FOR COMPLETE
PRE-ENG FLOOR TRUSS
w
PRECAST SILL
INFORMATION)
- (INSTALL PER MFG. SPECS.)
z 5 REBAR 6 IV
NOTE: SHEATHING MUST NOT
BOARD OR �°
MAXIN
O.C.MAX,GYPSUM
Z �
BREAK 1'-4' MIN. FROM 2ND FLR
HIGH STRENGTH CLG.
w CONCRETE
I
LINE
BOARD
CELL,
O VERIFY
STRIPS
1216
2x4 CONT. ID TOP AND BT. OF
00 PER
PLAN.
� O.C.ING
FLR TRUSS (TOP 2x4 SUPPORTS
CONG. FILLED LINTEL BLK W/
B ()
8' CMU
BT PLATE OF 2ND FLR, BT. 2x4
IS FOR WALL SHEATHING
(1) "5 REBAR CONTINUOUS
:i O SEE ENERGY
1/2' GYP. WL. BD.
NAILER)
PRECAST LINTEL
0
c0 0 CODE FORMS
(1) 04 CONTINUOUS REBAR
WEEP SCREED
WINDOW ATTACHMENT AS
n PER MANUFACTURER
-j w FOR
--r > INSULATION
WOOD BASE
(SEE DETAIL 2/D3)
T rtJT
SPECIFICATIONS
40
M R-VALUES 7_
« 4 REBAR 48' LONG
PRECAST SILL
w
OL.4 F Q Ll
W/6' HOOK 6 24' O.C.,
EMBED. STRAP VERIFY
(1)05 REBAR VERTICALLY
Q
O =;
MIN. 24' IN SLAB
W/ TRUSS PLAN
W/ GONG. POURED CELL
(L o
2'-0' (MIN_
THICK, 3 COAT
__
x2 P.T. FURRING STRIPS
�
0
-
I
IN SLAB)
PORTLAND CEMENT
16' O.G.
lk
—
— —
PLASTER APPLIED
DIRECTLY TO MASONRY
8' CMU
___
WALL F
I a= " a
1/2' GYP. WL. BD,
e
4' CONC., REINF. W/ 6'x6'
2-STORY GABLE
] WOOD BASE
SECTION - OI
l��
WIAXW1.40 WWII ON 6-MIL POLY
FIRST FLOOR
WOOD--
«
ETHYLENE VAPOR BARRIER ON
a a
WELL -COMPACTED CLEAN FILL
BLOCK SECOND
9
uo1
FRAME TO6
TERMITE TREATMENT SHALL BE
1A FLOOR FRAME
Lam_`
1B LOCK WALL m
6„6.
T 0
_ � 'CARE
(3) «5 REBAR ON CHAIRS
SCALE: 3/4'=1'-0'
a
A R C H IT EC T S
6
Design
Gm �n�.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
w
w
w
0
4
0
F
0
2
BVHDIV. de LOT:
SILVERADO
LOT 13
BLK 1
PROJECT*
04128.000-13001
moDEL:
4EAB
"1672-ARIA"
GARAGE SInNG:
LEFT
PAGE:
MONOLITHIC
2-STORY
1- HR WALL
SECTIONS & NOTES
150 MPH EXP. B
p- ARCHfiECT:
DP � 11/04,116
SCALE: 1 /4"=1'- 0"
BIDET
D4.1
PRECAST HEADER(MIN)
2 X 4 (MIN 2 X 3)1-3/16 TAPCON
OR DRIVE PM (MIN SHANK SIZEJ45
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND IS' z�
OL. MAX MIN 1-114' EMBEDMENT?w
2 X 6 (MIN 2 X 3) 2.3/I6 TAPCON u�x
OR DRIVE PIN (MIN SHANK SIZE-145 w=
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND IS'
OL. MAX. MIN 1-1/4' EMBEDMENT
2 X 8 (MIN 2 X 3) 2-3/I6 TAPCON
OR DRIVE PM (MIN SHANK SIZE145
MIN HEAD SIZE 300
2X4 SOLID BLOCKING
MIN EMBEDMENT 1 1/4')
SECURE TO SHEATHING W/
S.FROM EACH END AND IS'
MIN. 2-12d PER ELK EA END
O.C. MAX. MIN 1-114' EMBEDMENT
T/16- OSB SHE
CMU WALL
ARCHWAY DETAIL
%116" AND UNDER
1 SCALE: 12'.I'-0'
DBL. TOP PLATE
2X4 16. O.C. MAX
SECURE 2X4 TO
D W/2-12d a 6'-8'
.145 MIK HEAD SIZE
300 MIN.
EMBEDMENT I& WAN
e' EA END NOT To
ARCHWAY
EXCEED B' OC.
MAX
2X4 SOLID
BT. PLATE
BLOCKING SECURE
12' PLTUI�D-
TO SHEATHING
OR T/Ib• OSS.
MIN 2.12d PER BLK
EA END
EXTERIOR ARCHWAY
v SCALE: 12'.I'-0'
lO. T/W' os.5. OR IV PLYWOOD SHEATHING
O 9O SLOG. FELT
® 24WIDE 26 GA. GALVANIZED METAL
FLASHING
MUST ADD DISTO, 36- WIDE AND
AND MUST BE A MIN 24' WIDE METAL.
® FIBERGLASS SHINGLES
TRUSS
12' CLG. BOARD t TEXT.
SIMIPSON SP4 ZX4 DBL- TOP PLATE
a EVERY 12' DRYWALL
OTHER STUD 2X4 WOOD STUDS sib' Or-,
UNA. ON TRUSS PLAN
2x4 CONT, STRESS
BLOCKING MID -WALL
-2X4 PT. PLATE
SIMPSON SP4
32' OC, MAX
CONC. SLAB
2 W. COI.
1-STORY
6 INT. BEARING WALL
SCALE: 12'.I'-0'
NOTE: FOR WALLS W/NO UPLIFT OR
HAS FLOOR LOAD ONLY, DO NOT
INSTALL CONNECTORS.
DBL. TOP PLATE
2X4 I6. OL. MAX
SECURE 2X4 W/ 2-V
TAPCONS OR DRIVE PIN
(MN. SHANK SIZE .145 MIN.
HEAD SIZE 300 MIN.
EMBEDMENT 0'' W/IN 8'
EA END NOT TO EXCEED
10' OC. MAX
2X4 SO -IC
BLOCKING 5ECUf�
TO SHEATHING WITH
MIN 2-12d PER BLK
EA. ENE
PRECAST HEADER(MIN)
2 X 4 (MIN 2 X 3) 1-3/16 TAPCCN
OR DRIVE PN (MIN SHANK SIZE.145
MN HEAD SIZE 30O
MIN EMBEDMENT 1 1/4')
e' FROM EACH END AND 18'
0C. MAX. MIN I-1/4' EMBEDMENT
2 X 6 (MN 2 X 3) 2-3/16 TAPCON
OR DRIVE PM (MIN SHANK SIZE145
MN 3 HEAD SIZE 00
MIN EMBEDMENT 1 I/49
8' FROM EACH END AND 18'
OL. MAX MIN1-V4' EMBEDMENT
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SHANK 51ZE.145
MIN HEAD 912E 300
l/Ib' 09B 914EdTNING
MN EMBEDMENT 1 1/4')
2X4 IS' OL. MAX
8' FROM EACH END AND 10'
(WHEN OVER 16' IN HEIGHT)
OC, MAX. MIN 1-1/4' EMBEDMENT
2X4 SOLID BLOCKING —
SECURE TO SHEATHNGG W/
MIN 2-12d PER BLK EA END
ARCIAWAY DETAIL
,-�_IL6L AND UP
SCALE: I/P.I'-0'
r�CLOSED VALLEY FLASHING DETAIL
v N.TS.
DOUBLE TOP PLATE
2x4 CONTINOUS STRESS
BLOCKING MID WALL
2.4 STUDS a I6' OC. MAX,
UON.
J' T ( G SUBFLOOR GLUED
AND SCREWED A5 MR
FASTENER SCHEDULE
IST FLOOR STUDS TO
2ND FLOOR STUDS
SIMPSO4 MSTA-36 a 32'
OC. MAX
PRE-ENG FLOOR TRUSS
DOUBLE TOP PLATE
2x4 CONTINOUS STRESS
BLOCKING MID WALL
2.4 STUDS a I6. OC. MAX,
UON.
12' GYP. ILL. 50.
SECURE ST. PLATE TO SLAE
W/ INS' ANCHOR BOLT W/ 2'
WASHER SET IN SIMPSON
HIGH STRENGTH EPDXY l'
EMBED. MIN.
SIMF"90N 9P4 a 32- OC. MA;
INT. 2-STORY LB.W.
SCALE: 112 1'--'
PRE-ENG TRUSSES OR
C0NV. FRAMED RAFTERS
(a' OBB. SHEATHING OR }'
CDX PLYWOOD SECURED
PER FASTENER SCHEDULE
2.4 BLOCKING UNDER
WALL STUDS SCURE
BETWEEN TRUSS BAYS W/
(3) 12d'a EACH END
2x DOUBLE TOP PLATE
STUDS a 16, OC.
MTS-12 a EVER STUD
2X4 ST. PLATE
DORMER
8 ATTACHMENT
SCALE: 12'.I'-0'
DEN- TOP PLATE
SECURE 2 X RIP TO FIT
W/2-12dS 6'-8' OL. MAX.
1/8' TEXTURED FINISH
T/16' OSB 9HEATHU4Cs
2 X 4 16' OL. MAX
(WHEN OVER 16' IN HIE HT.)
2 X 4 (WHEN OVER 16' IN HIEGHTJ
1/4' TEMPERED MASONRE
GLUE ( NAIL W/8d'S 8'-12' OL.
IF NEEDED.
2 X SOLID BLK'G a ARCH
SECURE W/1-12d EACH END
�MTL WDW FRAME
:NOTE: NO GAP a WDW FRAME
TO EXCEED 1/4'
ARCHWAY DETAIL
A CUTAWAY
SCALE: 12'•I'-0'
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZEJ45
MIN HEAD SIZE 300
MIN EMBEDMENT I V4')
8' FROM EACH END AND 18'
EXISTING BLK ASV.
OC. MAX. MIN 1-1/4' EMBEDMENT
I/4' TEXTURED FINISH
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
1/8' TEXTURED FINISH
OR DRIVE PM (MIN SHANK 51ZE.145
MIN HEAD SIZE 300
1/16. 0915 SHEATHING
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND 18'
2 X 4 16. OL. MAX.
OL. MAX. MIN 1-1/4' EMBEDMENT
(WHEN OVER IN HEIGHT.)
2 X 4 (WHEN OVER Ib'
V
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
16' IN HEIGHT)
OR DRIVE PIN MIN SHANK SIZEJ45
MN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
2 X SOLID SLK'G a ARCH
SECURE W2-12d EACH END
8' FROM EACH END AND E'
ATTACHMENT PER
O.C. MAX MIN 1-1/4' EMBEDMENT
MANUFACTURER'S 5MC'S.
MTL UAW FRAME
1/4' TEMPERED MASONITE
'NOTE' NO GAP a WDW FRAME
GLUE 4 NAIL W/8d'S 8'-12' OC.
TO EXCEED 1/4'
F NEEDED.
ARCHWAY DETAIL
B CUTAWAY
SCALE: 12'•t'-0'
ASPHALT SHINGLES OVER
�30 FELT ON T/I6' OSe.
PRE-ENG GABLE TRUSS
SPF STIFFBACK
(SEE 5EALD ENG. PACK FOR
SIZE 1 CONNECTION)
2.4 SPF BLOCKING BETWEEN TRUSSES
WHERE 'X' BRACING 15 PRESENT
CCNT. 2.4 SPF RAT RUN '
SECURED W/ (2) 12d'e a EACH
(2) 2x4 -2 S.YP. DIAGONAL BRACE W/ (3)
12d'c a EACH TRUSS (DIAGONAL
X-BRACING TO COVER 5-TRUSSES
yN� ` I' GYPSUM BOARD OR }•
HIGH STRENGTH CLG.
NOTE: BOARD
DIAGONAL BRACE a CENTER OF TRUSS SPAN OR HIGHEST RIDGE.
DIAGONAL BRACE TO BE a ANY SPAN B'-0' OR GRATER REFER TO
TRUSS EW— FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.
0'-0' TO 30'-0' (1)X-BRACE
30'-1' TO 60'-0' (3) X-BRACE (1) X-BRACE a CENTER AND (2)
BRACE DMDED E01ALY FROM CENTER TO END
9 GABLE X-BRACING
SCALE:
2x RIDGE ONE SIZE LARGER
THAN RAFTER SIZE
MIN. (3) 12d NAILS OR
MIN. (4)10d CAN NAILS
Ixb COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN. (3) 12d NAILS OR
MIN. (4) 1Od CAN NAILS
2x RAFTERS
Ix8 NAILER SECURE TO TRUSSES
BELOW W/
(2) 12d NAILS OR
(3) 10d GUN NAILS a EA. TRUSS
RAFTER TO TRUSS MTS-12
CREATE VOID FOR STRAP
PENETRATION
ROOF DECKING OVER
PRE-ENG TRUSSES
PRE-ENG. TRUSS
10 CONV. FRAMED ROOF
SCALE: 1/2'.I'•0'
0'-0' TO 30'-0' (U'X' BRACE
30'-1' TO 60'-0' (3)'X' BRACE
(I 'X' BRACE a CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO ENDI
FIBERGLASS SHINGLES OVER
�30 FELT ON 1/16' OAS.
(2) 2X4 a2 STP DIAGONAL BRACE —
W/ 3-12d a EA TRUSS ( DIAGONAL BRACE
TO COVER 5-TRUSSES
2X4 BLOCKING WHERE 'X' BRACING
19 PRESENT
(2) 10d HAILS EA END
TO TRUSS
SPF STIFFBACK
(SEE SEALD ENG. PACK FOR
SIZE ( CONNECTION)
l/I6' 05B SHEATHING —
USE 8d NAILS AT
4' — EDGE 4 (' ...FIELD
OR SW PSON MSTA- 4
SHEATHING NAILING TO BE
OC. IN FIELD
4- O.C.aALL EDGES W/8d NAILS,
TRUSS 24' —
12' CLG. BOARD
NAIL CONT. RAT RJN TO
'TRUSS W/ (2) 12d a EA TRUSS
2X4 STP RAT ADJACENT
TO DIAGONAL BRACE.
DBL TOP PLATE
2X4 STUD 16' OL. MAX.
in,2-STORYGABLE END CROSS BRACING
SCALE: 12'.I'-0'
• TITS UPLIFT
SIMP50M HTSM20
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCONS TO CONT
POURED LINTEL
• 2350 UPLIFT
(2) SIMP90M WTSM20
INSTALLED ON OPPOSITE
FACES OF BLOCK WALL
W/10 " TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCOVS TO CONT
(1-1TRUSS ANCHOR RETROFIT
N.TS.
12 z
FINISH a LANDING i
PLYWOOD F.F. _
- - - CL
DBL 2Xro -
I
3/0" I-11N. F- NI51-I
3/4' PLYWOOD WITH
LANDING DETAIL 4 12-D COMMONS WINDER DETAIL
NAILED R
PLYWOOD INTO
FINISH LANDING
3/4' PLYWOOD Ff. , EACH STRINRIN GER
3-2x12 SYP STRINGER 'DBL 2XI2
2XI2 TREAD ""�L'" """�"
REINFORCED W/2X4 SPFOR
CUT TO FIT
W/CONT. BEAD OF JOIST
IXS RISER
SUB -FLOOR ADHESIVE
PL-400 OR SIMILAR a
z HAND RAIL
EA HORIZONTAL RUN
�!
SECURE TREADS TO STRINGER
V
N
W/(3)08 3' SCREWS a EA
4
4 Vm
STRINGER, UNTHREADED SHANK
1/2' DRYWALL
TO EXTEND BEYOND THICKNESS
OF SUB -FLOOR SHEATHING
I
IXIO TRIM
NOTE:
1` NOSING TYP.
STAIRS RISERS TO CONFORM
TO FBCR 5TH EDITION (2014)
MIN, TREAD 10', MAX- RISER -1-3/4'_r
(3) 10d GUT NAILS
3/16' MAX. VARIATION IN RISERS/TREADS
Q
ADJACENT TO EACH OTHER
SLEEPER INTO
3/8" MAX. VARIATION IN ANY RISER/TREAD
SLAB
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 1 3/4' +-114' OR PROVIDE EQUIVALENT
GRASPABILITY
.STAIR
SECTION DETAILS
WINDERS- MIN. ro' WIDE a NARROW END
MIN. 11" WIDTH a 12' FROM NARROW END
SCALE:
3/4'GI'-O'
34' MIN. HANDRAIL HGT.
A R C H I T E C T S
Grou 1��.
Design
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.8078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325 II
E
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SVHDLV. � LOT:
SILVERADO
LOT 13
BLK 1
PROJECT#
04128.000-13001
HODRU
4EAB
"1672—ARIA"
GARAGE S11WG:
LEFT
PAGE:
MISC.
DETAILS
150 MPH EXP. B
07
PRINT
11/04/16
19CALM: 1 /4"=1' - 0'"
alcm=
D
PRODUCT APPROVAL LISTING
FL 10446-114
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 10447-113
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 10456-113
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 17236-R2
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 17244-R1
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 17243
FL 17241
FL 17236
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 17244
FL 6223-112
FL 17236
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
FL 7473-R6
EAGLE PRODUCTS
ROOFING
ROOF TILES
2014 FBCR
FL 12019-R5
AMERICAN CONST. METALS
PANEL WALLS
SOFFIT
2014 FBCR
FL 17624
PLYGEM
PANEL WALLS
SOFFIT
2014 FBCR
FL 14039-112
PLYGEM
SINGLE HUNG
-
2014 FBCR
FL 14634-R2
PLYGEM
SLIDING GLASS DOOR
-
2014 FBCR
FL 15264
PLYGEM
WINDOWS
MULLIONS
2014 FBCR
FL 14253-113
PLYGEM
FIXED GLASS
-
2014 FBCR
FL 15217-114
MI WINDOWS & DOORS
SINGLE HUNG
-
2014 FBCR
FL 13349-114
MI WINDOWS & DOORS
SLIDING GLASS DOOR
-
2014 FBCR
FL 15333-112
MI WINDOWS & DOORS
WINDOWS
MULLIONS
2014 FBCR
FL 15076-113
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2014 FBCR
FL 5678-113
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
FL 5684-R7
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
FL 15279-114
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
FL 5891-115
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR
2014 FBCR
FL 10758-116
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2014 FBCR
FL 10477-R3
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
FL 13192-R4
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
FL 13223-113
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
FL 13265-112
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
FL 4103-118
TAMKO
ROOFING
ROOFING ACCESSORIES
2014 FBCR
FL 7006-119
IKO
SHINGLES
30 YEAR
2014 FBCR
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.FLORIDABUILDING.ORG
CONTROL DATE: 05-19-16
A R C H I T E C T E�
Design
Grou .2.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abde igngroup.mm
AA M: 0003325 J
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mulmIV. ee LOT
-114
SILVERADO
LOT 13
BLK 1
PROJECT#
04128.000-13001
MODEM&
4EAB
"1672-ARIA"
GARAGE SWMG:
LEFT
PAGE:
PRODUCT
APPROVAL
LISTING
150 MPH EXP. B
ARCHrTECT-.
STATE OF FLORIDA
� v
P � D11/04/16
SCALE: 1 /4"=1' — O"
m*lmw
�6
A R C H I T E C T S
PREFORMED CONTROL JOINT
RANGE OF CONTROL JOINTS
BE WIRED TIED TO LATH • S'
O.C. MAX (VERT.). NOTE, DO
NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS
BEYOND EXCEPT STAPLES W/
%' LEG MAY BE USED TO TEMP.
SECURE CONTROL JOINT
DURING INSTALLATION
FASTENERS TO BE SPACED
e T' O.C. MAX VERTICALLY
I 7
j' THICK, 3 COAT CEMENT
PLASTER
WRB LAYER -2, FORTFIBER
BUILDING PAPER
APPROVED METAL LATH
FASTENED el' (VERT.) OC. MAX
AT SUPPORTS
UM LAYER M,
STUCCO WRAP
WOOD SHEATHING
1l 9H.4LL NOT
CONTINJ
-
l �
e• rc e'
(ROUGH CONTIlT ROL \
)1Ni9 BUT SHALL
? STOPPED AND
COD AT EACH SIDE.
ER ASTM C1063
PROVIDE 2X4 BLOCKING
0J.4
PLACED FLAT MAX. 6' TO 8'
FROM CONTROL JOINT WHEN
CONTROL JOINT FALLS ON
)TE.
-ASTENERS FOR LATH TO BE NAILS O\R
i /
STRUCTURAL STUD
'APLES IN COMPLIANCE W/ ASTM CI063 .�
WIRE TIES TO BE (NO. 18) 00415' WIRE /
FLOCKING SHOWN MAY BE IN ADDITI
\
WALL STUDS REQUIRED PER PLAN /
\1
O"M" TYPE CONTROL
JOINT
OL POLD WW4RD • PT. d
®FOLD
OI 1,WARD•
A.A
]. GTEdeE . Pr. B
3. CIffA6E • PT. C
1MM51.E ps" IA—/
DRIP ELl't, 0 ,sP a_
EXfpO 02- MLONI
SHEATHNG, MCHANICALLY
FA61EN 4' OG. 1'14x.
O1. FOLD INW/dd7 • R. 4
9. OREABE . Pi. C
4. FOLD Pf. C OKR Pr.
e nu n. c tootles
eDTTDYI RAeYsE
BOTTQ®
��� LLWTlR Tk�ILT
REAL. FOLD. QQ
tlQ2 QIT.
i' THICK, 3 COAT CEMENT
PLASTER
LIM LAYER -2, FORTIFIBER
BUILDING PAPER
UPS LAYER -1,
STUCCO WRAP
LAP LAYERB - IXILLDRI! YIQ.AP
OvER NNLW(i FLdNC£. STOP
use AM
a+rlaLe
5,61114LL FLdeHNS
�ao
t
tl KIOJC-OUr FLAf%IRKa (SEE
cerau
NOTE:
APPROVED BUILDING WRAP
SHALL BE LAPPED A MINIMUM OF
&' s VERTICAL LAPS (ROLL
4'x4' SELF -ADHERING MEMBRANE--
FLASHING (COMPATIBLE UV HOUSE
ENDS) 46' a HORIZONTAL LAPS.
MAP MATERIAL) OVER
ALL SEAMS NEED TO BE TAPED
LATH VERTICAL
LAP TO BE I'
APPROVED HOUSE WRAP.
WITH FORTIFER SHEATHING TAPE
FLASHING TO EXTEND ONTO PIPE I -.
/
I' OR LESS PIPE --
/
\
PENETRATION
/ N. LAP • —AL LATH
\
�JC XX X X
X X X
CUT AND OVERLAP COF
—
METAL LATH
NE
SELF-ADHERIMEBRANE
NG MEMBRANEBR
FLASHING
I
STEP 01
WRB LAYER sl,
j- THICK, 3 COAT CEMENT
STUCCO WRAP
(
PLASTER
s_nw PAe�R SAP eeLou _
/
METAL LATH
Wilco LAYER -2, FORTIF15ER
I
URB LAYER FORTFIBER
BUILDING PAPER
BUILDING PAFER
WRB LAYER-1,
STUCCO WRAP
IINSTALL
FASTENERS (CLIPS,
WOOD SHEATHING
STRAPS, STAPLES) AS --
REQUIRED TO SECURE
PIPE/ WIRE TO FFI
nw Lou jI�
- LAALL LAP R
_
2 APER LAP
SCALE:
I
Y
VERTICAL
LATH
& PAPER
DETAIL
WOOD STUDS
NOTE_
SHEATHING
SIDE LAPS OF METAL
PLASTER BASES SHALL
BE SECURED TO
_
BUILDNG �k
FRAMING MEMBERS.
PAPER
e
THEY SHALL BE TIED
-
BETWEEN SUPPORTS
\
WITH 0.0415-IN. (121-M M)
STUCCO k' LAP e LArH
WIRE AT INTERVALS NOT
s LAP ` PAPeR
MORE THAN S' (229-MM7.
AS PER ASTM CI063
A
1B.l.
_ .. _
® KICKOUT
NOTE
FOR REPAIR OF TEARS
B LAYERS, TEARS
HORIZONTAL LATH
DETAIL
M
MAY BE PATCHED
& PAPER DETAIL
UI/HIOIISE WRAP TAPE
PER MANIF. SPEC. OR
3 /�+1
PEEL 1 STICK
�� NBTALL KICKOVT , 1
FLA6HIWs AT E10TTOM CF ROLF
U14LL IMERBECrIOND
—MR T— W,sL <ealD OR
aOLDER DO Nbr an
WOOD SHEATHING
WRS LAYER "I,
STUCCO WRAP
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
LAP WRB < TAPE OVER
ROOF/WALL SCREED
�I
Z
5'X5' 'L' TYPE CONTINUOUS
GALV. METAL FLASHING
I
(NAIL TO ROOF DECK, NOT
n' 1
WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
ROOF
SHINGLE ROOFING
"L" FLASHING
6'x6' SELF-AOHEFI MEMBRANE
FLASHING (COMPATIBLE W/ HOUSE
WRAP MATERIAL) OVER 4'x4'
SELF -ADHERING MEMBRANE
FLASH NG OVER APPROVED
HOUSE WRAP.
FLASHING TO EMEND ONTO PIPE
CUT AND OVERLAP ONE SIDE OF
STEP "2 SELF-ADHERNG MEMBRANE
FLASHING
UPS LAYER -1,
STUCCO WI
URB LAYER 7, FORTFIBER
WRTAgHAPER
6'xb' SELF-ADHERNG MEMBRANE
FLASHING OVER 4'x4'
SELF-ADHEFI MEMISRANE
FLASHING OVER APPROVED
HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
4'x4' SELF -ADHERING MEMBRANE
--- FLASHING OVER APPROVED
HOUSE WRAP.
— FLASHOJG TO EXTEND ONTO PIPE
�.-3d' CONT. BEAD OF SEALANT
INSTALL APPROVED HOUSEWRAP AIR
INFILTRATION BARRIER OVER
SHEATHING
ELASTOMERIC COATING OVER STUCCO/
C.V. FINISH (SEE TYP WALL SECTION)
SECTION I PERFBCR703.601
I� Exledorla0d%.. Ales@ulna it
Exterior use of por6and cement plaster
hall comply with UIe application
�i r irerrents of ASTM C W6-11A
L_ Inslallatlpn o1 exterior I-r. and —I,.
shell comply with ASTM C 1063-11A.
FENETRATION IDETAIL
LEGENll')
DRAINI4GF= PLANE (UJRB
LAYER #I, STUCCO WRAP)
UJRB LAYER #2 (FORTIFIBER — — — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO F—--Z
WOOD SHEATHING [ZZZZ
6ELF-ADHE51VE FLASHING —
NOTE:
METAL LATH: LATH TO BE PER FBC
R-103-6.1 / ASTM C-84-1-12, MIN. 2.5 LBS.
PER 50. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
+T L0N0WO0D, FL 32750 �•v
PH: 407 774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA 111: 0003325
F:
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IN
POOR & LOT.
SILVERADO
LO T 13
BLK 1
PROJWT#
04128.000-13001
MODRLT
4EAB
"1672—ARIA"
GARAGE 8 WING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHTECT.
STATE OF FLORIDA
JDATE: 11/04/16
SCALE: 1 /4"=1' — 0"
WAI
BACKER ROD
BACKER ROD
INSTALL W SELF -ADHERING
MEMBRANE FLASHING OVER
TOP, SIDE(S) AND BOTTOM
FLANGES OF NON -MOVABLE
FRAME OF THE EXHAUST.
SEQUENCE OF FLASHING TO BE:
I. BOTTOM, 2, SIDES, 3. TOP
VENT CAP IS TO BE SET IN BED
OF SEALANT AT TOP AND
SIDES ONLY. SEALANT 15 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.Ya' CAULKING a JOINT
ALL AROUND
PER FBC R703.6.01 —
Exterior lathing and plastering
Exterior use of portland cement plaster
shall comply with the application
requirements of ASTM C 926-11A.
Installation of exterior lathing and framing !
shall comply with ASTM C 1063-11 A.
WRB LAYER
STUCCO WRAP
I
HOODED VENT
X
X THICK, 3 COAT CEMENT
•'
PLASTER
METAL LATH
WRB LAYER "2, FORTIRBER
BUILDING PAPER
WOOD SHEATHING
6A DRYER
VENT (FRAME
WOOD SHEATHING
WRB LAYER fl,
STUCCO WRAP
WRB LAYER -2, FORTIFIBER
BUILDING PAPER
WOOD —
CONSTUCTION
—METAL LATH
a' CMU VINYL CASING BEAD
W RAISED BAND
76' TO%' MID -WALL
- VEEP SCREED
W WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
Z FLASHING
STONE VENEER
OVER SCRATCH COAT
7C HORIZONTAL WEEP SCREED
W/STONE VENEER
(FRAME TO BLOCS
LEGEND
DRAINAGE PLANE (WRB
LAYER *I, STUCGO WRAP)
WRB LAYER *2 (FORTIFIBER - - - - -
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO Lam_
WOOD SHEATHING FFTi._/T Z
SELF-ADHESIVE FLASHING -
NOTE:
METAL LATH: LATH TO BE PER FBC
R-103.6.1 / ASTM C-84-1-12, MIN. 2.5 LBS.
PER SQ, YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
STUCCO
FINISH
6' SELF ADHESIVE
OVER TOP 4 SIDES
SELF
FLASHING,
UNIT
PREMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT e
TOP 4 SIDES
6 DRYER VENT (BLOCK)
CONSTRUCTION
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
WRB LAYER 02, FORTIFIBER
BUILDING, PAPER
THICK, 3 COAT CEMENT
'/a' TO %' MID -WALL
WEEP SCREED
:ro' SELF-ADHESIVE
FLASHING
BUILDING PAPER
O AS r 'Ql11CK WOOD FRAMED
\ — — — WALL
HORIZONTAL WEEP SCREED
WPIPIE
ALL THROUGH -� / - _ (FRAME TO FRAME
I
6" SELF ADHESIVE
FLASHING (INSTALL
PER MANUR SPECS.)
BUILDING PAPER
UNDER 'QUICK FLASH'
(_Ann_-�VENT PENETRATION
1 SCALE: N.T.S.
ELEC. METEF
VERIFY LO
h1FCf-1 lv TT_=1vC
STUCCO SCRATCH COAT
d 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
ELEC. METER FIELD
�\ VERIFY LOCATION
APPLY STUCCO SCRATCH COAT
AND ONE (I) LAYER OF PAINT
PRIOR TO INSTALLING, ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLEND FOAM
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
A 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 "I,
STUCCO WRAP
WOOD SHEATHING,
APPROVED
HOUSEWRAP
BELOW
CUT SUCH THAT -
NO MEMBRANE
ENTERS BOX,
APPLY TO FACE
EDGE
APPLY E-Z
OVER 60 MI
GRADE 'D'
FELT-PROVII
SEALANT AT
JOINTS AND
INTERSECTIC
WOOD SHEATHING
{{ WRB LAYER -1,
STUCCO WRAP
WRB LAYER -2, FORTIF15ER
BUILDING PAPER
METAL LATH
WOOD - 1/8' TEXTURED
CONSTRUCTION�FINISH •WOOD
FASTEN TO WOOD STRUCTURAL
{{ MEMBER • TO.C. MAX
a' CMU 3:
x' TO %, MID -WALL
T VEEP 51-REED
IL
N EJ
_ W WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
_--_.__ MASONRY BEFORE APPLYING
l FIN15H s MASONRY
�B HORIZONTAL WEEP SCREED
(FRAME TO BLOCK)
WRB LAYER0,
STUCCO WRAP
CUT 'X' INTO
SELF-ADHERINGx
/ t
MEMBRANE FLASHING
APPLY SELF -ADHERING
MEMBRANEFLASHWG
OVER BOX AND OVER
APPROVED WRB LAYER
.I
STEP #1
STEP #2
j
WRB LAYER "I,
Inc
I
STUCCO WRAP
APPLY 60 MIN -
GRADE CDl FELT
OVER
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP
5TEP #3
ADHERING MEMBRANE FLASHING
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
5 T E F #-.
ELASTOMIERIC
COATING OVER
STUCCO/ G.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
5TEi= #E� 5TEfi= #0
(A)ELECTRICALRECEPTACLE
A It C H I T E C T S
6
Design
Grou .n!
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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04128.000-13001
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4EAB
"1672—ARIA"
GARAGE S'WMG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHITECT
DP � 11/04,
8CALJC: 1 /4"=1'— 0"
alcmw
d� A-2
WOOD SHEATHING
WRB LAYER M,
STUCCO WRAP
WOOD
WRB LAYER n, FORTIFIBER
CONSTRUCTION
BUILDING PAPER
-V HAT CHANNEL
ii' THICK, 3 COAT CEMENT
WA/e' TYPE 'W DRYWALL
PLASTER
6' SAF. a TOP OF WEEP SCREED
�-
TO SHEATHING BEHIND WEEP SCREED
• 4' POSITIVE DRAIN
WOOD SHEATHING
WEEP SCREED
WRB LAYER'(,
/
STUCCO WRAP
-
;' THICK, 3 COAT CEMENT
PLASTER
AM(o6-WFWC-180 CUSTOM
% 6' SELF -ADHERE ING
CASING BEAD i
FLASHNG WRAPPED
�\ a TOP WEEP SCREED
r - TO SHEATHING BELOW
r
WRB LAYER'(,
X.'
STUCCO WRAP
WRB LAYER -2, FORTIFIB
BUILDING PAPER
W SELF-ADHEREING
WRS LAYER -1,
[ .-
FLASHING WRAPPED
STUCCO WRAP
�v
a CORNER OF CANTILEVER
I' 4' POSITIVE DRAIN
AMICO AM66-W°WC-1w
Y2 WEEP SCREED
CUSTOM CASING BEAD
NO GAP IN FIELD —�
(SHCHN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1—HOUR CASING
10A BEAD DTL.0 CANT.
SCALE: 1 1/2'.1'-0'
NOTE:
METAL LATH: LATH TO BE PER FBC
R_103-&.I / ASTM C-84l-12, MIN, 2.5 L55"
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
WOOD CONSTRUCTION
WEATHER RESISTIVE
BARRIER '1
3/I RE5ILIENT WEATHER RESISTIVE
HAT CHANNEL BARRIER -2
Ll
J* THICK, 3 COAT CEMENT
PLASTER
5/5' TYPE 'X' DRYWALL
METAL LATH
W/TEXTURED 4 PAINTED I
WOOD SHEATHING
FINISH
THICK, 3 COAT CEMENT ,�
(2) 2x12 HEADER
PLASTER
4' POSITIVE DRAIN
WEEP SCREED
VINYL CASING BEAD -� Z_ NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1—HOUR DRIP EDGE
11D INSTALLATION
WOOD CONSTRUCITON
HEATHER RESISTIVE
BARRIER 'I
WEATHER RESISTIVE
BARRIER -2
VINYL
CASING BEAD
>�' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
5/8' TYPE 'X' DRYWALL
W/TEXTURED 4 PAINTED
WOOD SHEATHING
FINISH
1�'
THICK, 3 COAT CEMENT s
HEADER/BEAM
PLASTER
VINYL COMER BEAD VINYL CORP. 4'
POSITIVE DRAIN
WEEP SCREED
VINYL CASING BEAD NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
@DRIP EDGE INSTALLATION
EXT. WOOD FRAMED
WALL
SUB-FLOOR DECKING
PRE-ENG'D TRUSS
WEATHER RESISTIVE
]BARRIER 'I
HEATHER RESISTIVE -
BARRIER -2
THICK 3 COAT CEMENI__'�
PLASTER
METAL LATH
WOOD SHEATHING
ES
EXTERIOR GRADE
DRY WALL
J' THICK, 3 COAT CEME
PLASTER
VINYL CORNER BEAD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
10 CANTILEVER DRIP
EDGE
LEGEND
DRAINAGE PLANE (WIRB
LAYER #I, STUCCO WRAP)
WRB LAYER °12 (FORTIFIBER
BUILDING PAPER)
METAL LATH
5TUcc0
3' X 3' 26 GA. GALV.
FINISH LAYER (2 LAYER
METAL DRIP EDGE
PEEL 4 STICK) _
SET IN FULL BED OF
W PEEL 4
SEALANT, Yz' MIN.
STICK a DRIP
SPACE FROM DRIP
EDGE TO i
FACE TO TREX
DECK
r
Yi GAP FOR BACKER
I Y,'XI 3/4' P.T. OR SIMULATED
ROD 4 SEALANT
WOOD (TREX) FILLER,
CONTINUOUS
VINYL CASING BEAD
%1
WATER PROOFING lot I\'.
WEATHER RESI5TIVE
LAYER (2 LAYER PEEL i\
r BARRIER -1
STICK) WRAPPED FROM
WEATHER RESISTIVE
BALCONY DECK TO
( BARRIER R
CANTILEVER
6PEEL 4 STICK a ,`
DECK MEMBRANE,
DRIP EDGE TO DECK ,
EXTEND OVER DRIP
SUB FLOOR
EDGE
®® .
3' X 3' 26 GA. GALV.
METAL DRIP EDGE
_'�
_ --—______ -
� SET IN FULL BED OF
h'XI I'i P.T. OR SIMULATED
I SEALANT, IS' MIN.
I
WOOD (TREX) FILLER,
SPACE FROM DRIP
CONTINUOUS
i FACE TO TREX
II
4' GAP FOR BACKER
VINYL CASING BEAD
ROD 4 SEALANT
WATER PROOFING Ist
FINISH LAYER (2 LAYER !
LAYER (2 LAYER PEEL 4
FEEL 4 STICK)
STICK) WRAPPED FROM
3/4 RESILIENT
BALCONY DECK TO
HAT CHANNEL
CANTILEVER
VINYL CASING BEAD I''`
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
5/8' TYPE 'X' DRYWALL !
WOOD SHEATHING
W/TEXTUSED 4 PAINTED `.
WEATHER RESISTIVE
FINISH
BARRIER "1
HEATHER RESISTIVE
J' THICK, 3 COAT CEMENT
BARRIER -2
PLASTER
4' POSITIVE DRAIN
VINYL CORNER BEAD
WEEP SCREED
VINYL CASING BEAD NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1—HOUR BALCONY DRIP
x—x—x—x 11A EDGE INSTALLATION
COLUMN SHEATHING
. WEATHER RESISTIVE
BARRIER M
WEATHER RESISTIVE
BARRIER -2
6' SAF.
PEEL 4 STICK
j
1 X2' x3' V FLASHING
IFULLY
EMBEDDED
i
IN ROOF CEMENT
I Ye X 3' 26 GA, GALV.
METAL DRIP EDGE
4,GAP FOR BACKER
SET IN FULL BED OF
ROD 4 SEALANT
- SEALANT, Y)' MIN.
SPACE FROM DRIP
FACE TO TREX
WEATHER RESISTIVE
VINYL CASING BEAD
BARRIER'(
WEATHER RESISTIVE
WATER PROOFING Ist
=
BARRIER -2
LAYER (2 LAYER PEEL
EXTERIOR COLUMN
4 STICK)
.wwrw.
ure,.
COLUMN SHEATHING
WOOD SHEATHING
PEEL 4
I )4'XI ,4' P.T. OR SIMULATED l
WOOD (TREX) FILLER, l
CONTINUOUS
Ys' GAP FOR SEALANT
OPT BACKER ROD
6' 5.4F
I X2' x3' V FLASHING
FULLY EMBEDDED IN
ROOF CEMENT
1 )5' X 3' 26 GA. GALV,
METAL DRIP EDGE
SET IN FULL BED OF
SEALANT, '2' MIN.
SPACE FROM DRIP
WATER PROOFING lot
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
5/6' TYPE 'X' DRYWALL
METAL LATH
W/TEXTURED 4 PAINTED
WOOD SHEATHING
FINISH
J' THICK, 3 COAT CEMENT
4' P081TIVE DRAIN
WEEP SCREED
PLASTER
O GAP IN FIELD
VINYL com'ER BEAD
(SHOWN FOR CLARIFICATION OF
VINYL CASNG BEAD
SEPARATE ACCESSORIES ONLY
1—HOUR BALCONY DRIP
11C EDGE INSTALLATION C COLUMN
(W/"L"
FLASHING)
SCALE:NTS
WOOD SHEATHING TlITT/i%/Tll 2x FRAMING MEMBER WTUSBCLAYWR P ER M---------
-- g' THICK, 3 COAT CEMENT
SELF-ADHE51VE FLASHING — — — — — PLASTER
WRB LAYER "2, FORTIFIBER
-- CORNER BEAD BUILDING PAPER
FASTENED TO SHEATHINGS METAL LATH
l" O.C. MAX
N J' THICK, 3 COAT CEMENT
f 1 PLASTER
j - - WRB LAYER al, 6'SELF-ADHERING
— STUCCO WRAP FLASHING
x
- WOOD SHEATHING:
- METAL LATH DRIP CAPS
WRB LAYER 02, FORTIF15ER
BUILDINGS FAF>E I WINDOW FLANGE
(14 A CORNER BEAD C FRAME
2 1/2
-- CORNER BEAD
(FASTENER 4 SPACING 6 -" O.G.)
CMU
%' THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
14B CORNER BEAD C� BLOCK
WRB LAYER -1,
STUCCp} WRAP
WRB LAYER -2, FORT(
BUILDING PAPER —
METAL LATH(,
THICK, 3 COAT CET
PLASTER
(o "SELF -ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE -
15B CASING BEAD Cb WINDOW
FRAME, NO BAND)
WOOD SHEATHING
STUCCO WRAP
WRB LAYER 02, FORTIF15ER
BUILDING PAPER
' . METAL LATH
_J
(EXPLODED J' THICK, 3 COAT CEMENT
'VIEW FOR PLASTER
CLARITY)
A R C H IT E C T S
Deli n
Grou It74.
�T LONGWOOD, FL 32750 �• V
PH: 407-7746078
FAX: 407-7744078
w .abde lgogroup.com
AA #: 0003325
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LK 1
PROJECT#
04128.000-13001
MODEL
4EAB
"1672-ARIA"
GARAGE BWWG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
I
D- = 11/04/16
SCALE: 1 /4"=1' - 0"
slILET
WA3
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
METAL LATH
J' THICK, 3 COAT CEMENT
PLASTER
ro"SELF-ADHERING—
FLASHING
vINYAL ANGLED '
CASING BEAD �-�
DRIP CAP —
WINDOW FLANGE
WRB LA'
STUCCO
VINYA
WRB LA'
BUILDIPL
METAL L
J' THICK
PLASTEI
Co'SELF
FLASHII
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
i
i
tWRB LAYER "2, FORTIFIBER
BUILDING PAPER
METAL LATH
(EXPLODED J' THICK, 3 COAT CEMENT
vIEW FOR PLASTER
CLARITY)
WINDOW FLANGE
CASING BEAD Ca?> WINDOW
(15C (FRAME, W/BAND)
WOOD SHEATHING
METAL LATH
WRB LAYER "I,
STUCCO WRAP
WRB LAYER 02, FORTIFIBER J
BUILDING PAPER
gT" THICK, 3 COAT CEMENT
PLASTER
-jJ
VINYL ANGLED
CASING BEAD
VINYL CASING BEAD
IX TRIM MEMBER
Q STUCCO TO -- --
SIDING TRANSITION
SIDING -7
WOOD SHEATHING
WRB LAYER •I,
STUCCO WRAP
Ya' GAP TYP
CASING BEAD
TO TRIM
II
�F l:
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER -2, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
- CASING BEAD
6' SELF-ADWEREING
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
18 CASING BEAD
(CROSS SECTION)
WOOD SHEATHING
WEATHER RESISTIVE
BARRIER 9
WEATHER RESISTIVE
-2
BARRIER
e ' x 1 Y! LAP SIDING
/
�VEAL
6' SELF -ADHERING
FLASHING
6' SELF -ADHERING
I Q
7
(LASHING 6
iry
WEATHER RESISTIVE
BARRIER -1
STARTER STRIP /
\� �\
WEATHERR SMSISTIVE
1 \
DO NOT CAULK OR I
\
y 6' SELF-ADHERM6
FLASHING
GALV'D METAL
GALV'D METAL
-�
'Z' FLASHING
Z' FLASHING
-
----
DO NOT CAULK OR
11" X 6' SIMULATED I
-
SEAL OPENING
UIEOD TRIM MEMBER
F \\�
STUCCO CASING
SIMULATED
�' I WIOOD TRIM MEMBER
\ SEAL GAP W/CAULKING
OR APPROVED SEALANT
MAQ
SIDING TO STUCCO
C) BLOCK TO FRAME
19 TRANSITION
NOTE:
METAL LATH: LATH TO BE PER FBC
R103.6.1 / ASTM C-841-12, MIN. 2.5 LBS.
PER 50. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
'
WRB LATER 1*1
WOOD CONSTRUCTION
BEYOND
STUCCO WRAP
WSHEATHING -\
WEATAT HER RESISTIVE
BARRIER'I
-
WEATHER RESISTIVE
-2
Wf;RS LAYER *12, FORTII=IBER
gB(ARRIER
UTb fievEALPSIDING-,
BUILDING PAPER
F LF- HEIRNG�
i
METAL LATH
STARTER STRIP��
(EXPLODED a�� THICK, 3 COAT CEMENT SEAL OFENI!
VIEW FOR PLASTER 7'FLA META
(LASHING
MI
CLARITY) WEoo�TRIM t
CASING BEAD C RAISED
17 A BAND ( FRAME)
SCALE: 1 1/2"=1'-O'
SEALANT
i
r
i
i
I WINDOW FRAME --
i
I
I
I
I
I
I
i
i
1
I
I
I
I
I
1 2X FRAMING —
MEMBER
SEALANT
I
I
WINDOW FRAME
I
i
I
I
I
I
i
1
i
I
I
WINDOW FLANGE
1
6' SELF -ADHERING
FLASHING
mil'/ I I
WEATHER RESISTIVE
BARRIER 9 TO LAP
60'F MIN. ABOVE TOP
_
WEATHER RESISTIVE
BARRIER -1
z
_-
- "
WEATHER RESISTIVE
BARRIER n
\
GALV'D METAL
'Z' FLASHING
DO NOT CAULK OR
-- - - - -
WEATHER RESISTIVE
-
BARRIER -1 TO LAP
6' MIN. ABOVE TOP
OF 'Z' FLASHING
(W/is' fLEXIBLE PvC ; \ / I WIOOp TF:in I-reneeTz
BACKER R . \ / 0' SELF -ADHERING
b' SELf-ADHERING I I FLASHING
FLASHING \
Ym' THICK, 3 COAT \� SEAL GAP W/CAULKING
CEMEM PLASTER I OR APPROVED SEALANT
WEATHER RESISTIVE \ 1.; ' WEATHER RESISTIVE
BARRIER -1 BARRIER M
WEATHER RESISTIVE E-Z BEAD VINYL CASING
BARRIER -2 !0 FLEXIBLE PVC
BACKER ROD)
SIDING TO STUCCO WEATHER RESISTIVE
BARRIER �1
® FRAME TO FRAME
19 TRANSITION
THICK, 3 COAT CEMENT
PLASTER
-- METAL LATH
.......�.__...-__....._.._.._._�_ WRB LAYER "2, FORTIF15ER
BUILDING PAPER
E-Z BEAD VINYL CASING
(W/3/9' FLEXIBLE PVC BACKER ROD)
U1R5 LAYER "I, STUCCO WRAP
WRAPPED AROUND FRAMING
MEMBER
6' SELF ADHESIVE FLASHING
WOOD SHEATHING
r
DETAIL BELOW EXPLODED
FOR CLARITY
--------------i----------------------------------------------------
4" GAP TYP ' THICK, 3 COAT CEMENT
GASINr, BEAD PLASTER
TO WINDOW - -METAL LATH
I
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
/ --- WOOD SHEATHING !
WRB LAYER 01,
STUCCO WRAP
- G " WIDE PEEL 4 STICK I I
OVER FLANGE
E-Z BEAD VINYL CASING
2X FRAMING -ILJ
(W/3/a' FLEXIBLE PVC BACKER ROD) I
MEMBER -APPLY FULL BED OF SEALANT BETWEEN
FLANGE d BUILDING WRAP
BUILDING
WRAP
-------------------------------------------------------------------------------------------
A EZ 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 Y=Z7Z zlJ
SELF-ADHESIVE FLASHING
A R C H I T E C T S
Gr2Design
ots nc.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.a bdesigngroup.com
AA #: 0. 25
w
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F
LODO
04128.000-13001
MODIM
4EAB
"1672—ARIA"
GARAGE SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
P � D11/04/16
8CALJ& 1/4"=1'-0"
DIEM=
WA4
CUT HOUSEWR
AT 45' ANGLE
MODIFIED 'I' CUT
IN HOUSEWRAP
LINE OF t
OPENING
APPROVED HOUSEWRAP
OVER SHEATHING OVER
WD STUD WALL
STEP 1
INSTALL 6'
SELF-ADHE
FLASHING C
NAILING FL.
JAMBS
EXTEND FL
V BELOW 6
FLEXIBLE
DO NOT BE
FIN
TEMPORARILY
FOLD -UP 4 SEC
HOUSEWRAP lO
TUCK FLAP UNC
at HEAD
FOLD HOUSEW
IN AT JAMBS 4
SLOPE SILL R
NSTALL
SELF -AC
FLASHING
VINYL HE
FLASHING
DAMS) N
FLANGE
EXTEND
SELF -AC
FLASHING
BEYOND
FLASHING
NSTALL
CAP
ALIGN FLASHING
W/ INT. EDGE OF
SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGES. (CAP
NAILS, STAPLES)
INSTALL DUPONT
FLEXWRAP AS TF
FLASHING AT THE
FOLD
DOWN
DIAGC
ACRO
WINDC
APPLY ems' NOM.
:ONTINUOUS BE.
7F SEALANT AT
IAMBS AND HE,
APPLY TO SAC
ANDOW NAILING
:LANGE IN LINE
'RE -PUNCHED
SOLES OR SLOB
UIDE ADHESIVE —
=XIBLE FLASHING
IVER DRIP CAP
'ECTO-WRAP
EQUI V)
WINDOW FLASHING
INSTALLATION DETAILS
( FULL WRAP)
O SCALE: NTS
STEP 9
INSTALL WIND(
PLUMB, LEVEL
AND SCIL ARE
MANUFACTURE
WRITTEN
INSTRUCTIONS
—APPLY
MEMBRANE
FLASHING
OVER JOINT
'NOTE:
11, IT IS THE CONTACTORS RESPONSISILTY TO VERIFY
Ii THE COMPATIBILITY OF ALL PRODUCTS INCLUDING
'I HOUSEWRAP, SEALANTS t SELF -ADHERING
FLASHING MATERIALS USED DURING CONSTRUCTION.
I
!2. INSTALL ALL MATERIALS PER MANUFACTURERS
^i WRITTEN SPECIFICATICNB
IWARNING: SEALANTS MAY REACT ADVERSELY IF NOT
'GOIMPATIBLE.
CLEAN AND SEAL JAMB TO SILL JOINTS WITH II
DOW IIe9 FOLLOWINGS COMPLETION OF
EXTERIOR RETROFIT WORK
II
NOTE:
REPAIR SCHEME SHOWN SHALL BE
IMPLEMENTED AT ALL WINDOWS WITH
I EVIDENCE OF WATER INTRUSION BELOW THE
WINDOW OPENINGS
: NOTE — - ---- --�
(SEAL INTERIOR PERIMETER OF WINDOW WITH
SEALANT
A R C R I T E C T E
6
Design
Group".n�.
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesfgngroup.corn
AA A: 0003325
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BVHDIV. AO LOT
SILVERADO
LOT 13
BLK 1
PROJECT#
04128.000-13001
HODRU
4EAB
"1672- ARIA"
GARAGE B'WMG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
150 MPH EXP. B
ARCHITECT
r
11/04: 1/4"=1'-0"
A5