HomeMy WebLinkAbout6581 Wagon Trail StSTATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR
D.R. HORTON HOMES
12602 TELECOM DRIVE
TAMPA, FL 33637
TEL: (813) 740-9720
FAX: (813) 740-9715
STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
AR NO. 93723
A.B. DESIGN GROUP, INC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
I PLAN REVIEW I
cIr 4ENB
75 UV'ILL
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
B
:EXPOSURE
I —STORY RESIDENCE
-2—STORY RESIDENCE
Mg. HEIGHT AS PER LOCAL
AND STATE CODES
YT. CALC.'S
LIVING 1-151 so. FT.
GARAGE 42C, SO ' FT.
ENTRY 3& 50. FT.
TOTAL 2213 5Q ' FT.
PATIO so 50. FT.
ABBREVIATIONS
ABV'
ABOVE
IAV.
LAVATORY
A/C
AIR CONDITIONING
LUM
LUMINOUS
ADJ.
ADJUSTABLE
ILC'
MEDICINE CABINET
ALT.
ALTERNATE
M.
MANUFACTURER
AMP,
AMPERAGE
MIN.
MINIMUM
ED,
BOARD
MIT)
MOUNTED
CL
CENTER LINE
MTL
METAL
CAB
CABINET
N.T.S.
NOT TO SCALE
CLG
CEILING
O.C.
ON CENTER
cu�
CLEAR
PL
PROPERTY LINE
CONIC.
CONCRETE
P.B.
PUSH BUTTON
M.
CARPET
PH.
PHONE
CT.
CERAMIC TILE
PLT
PIATE
i
DRYER
PLYWD
PLYWOOD
DBL.
DOUBLE
PR.
PAIR
DG.
DUAL GLAZED
P ' T.
PRESSURE TREATED
DIA.
DIAMETER
R�
RISER
D M.
DIMENSION
RAD.
RADIUS
2 P
DISPOSAL
RAG
RETURN AIR GRILL
UP
DEEP
REP.
REFRIGERATOR
Di
DOOR
RM.
ROOM
D.S
DOWNSPOUT
N.C.
ROUGH OPENING
DTL
DETAIL
S D.
SMOKE DETECTOR
D.W
DISHWASHER
S:H,
SINGLE HUNG
EA.
EACH
SHY,
SHEET
ELEV.k
ELEVATION
SRTHG.
SHEATHING
EQ.
EQUAL
SHIR
SHOWER
EXH.
E)HAUST
SrM.
suffia
EXT.
EXTERIOR
SL
SLIDING
FG./FX
FrAED GLASS
SL. GL.
SLIDING GLASS
F.G.
FUEL GAS
STD
STANDARD
FIN.
FIwH
sws
SHEAR WALL
na
FLOOR
SECTION
FLUOR.
FLUORESCENT
sc
SOLID CORE
FR, DR.
FRENCH DOOR
TEMP
TEMPERED GLASS
FTG
F007ING
TRK.
THICK
GA_
GAUGE
T O.0
TOP OF CURB
GAR
GARAGE
T.O.P.
TOP OF PLATE
GAR DISP,
GARBAGE DISPOSAL
T.O.S.
TOP OF SLAB
G.F.i.
GROUND -FAULT CIRCUIT
TYP
TYPICAL
INTERRUPTER
U.N.0
UNLESS NOTED
GL
GLASS
OTHERWISE
GYP ' BD
GYPSUM BOARD
V.P.
VAPOR PROOF
H.B.
HOSE BIB
W.
WASHER
B.C.
HOLLOW CORE
W/
WITH
HDR.
HEADER
WD.
WOOD
HOT. OR III!
HEIGHT
WOW.
WINDOW
INSUL
INSUIA71ON
W/H
WATER HEATER
INT.
INTERIOR
W.I.
WROUGHT IRON
REVISIONS
REV. I DATE DESCRIPTION
ALL WORK $HALL CONIP0 WITH PREVAILING
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC, CODE,
AND THE CITY OF: ZEPHYRHILLS
ORDINANCES
' ii,
11z
Rr-VIC& 0��C_
I "I
*210/6 CRY OF ZEPHYRNLLS
Ns
2,(3� pb
INDEX OF DRAWINGS
SHEET # DESCRIPTION
PG CI —COVER PAGE
PG GN—GENERAL NOTES
PG I —FOUNDATION PLAN
PG IA —DOWEL PLAN
PG IB—LINTEL SCHEDULE
PG IBA—IINTEL LOADS
PG 2 —FLOOR PLAN
PG 3D—ELEVATION "D"
PG 4D—FRAMING PLAN ELEVATION "D"
PG 4.1—CONNECTOR SCHEDULE
PG 5—ELECTRICAL PLAN
PG 6—MECHANICAL PLAN
KIDI—MONOLOTHIC FOUNDATION DETAILS/SECTIONS
PG D2—MISC. DETAILS
PG D3—MONOLOTHIC I —STORY WALL SECTIONS & NOTES
PG D4—MONOLOTHIC 2—STORY WALL 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
PG WA6—WALL ASSEMBLY DETAILS SUB BAND
A I C IN I T E C
6
GZSO.2.
902
1441 N ' RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-77443078
FAX- 407-774-4078
www.abdesigngroup.com
AA#:0003325
r-SUBDIV. & "707"14
SILVERADO
LOT 29
BLK 6
1-ROJECT#
04128.000-02961
MODEL:
4ENB
"1751—NEUVILLE"
GARAGE SWING:
LEFT
1-AGE:
COVER
PAGE
��10 MPH EXP. BJ
CT:
STA IDA
11/09/17
SCALE: 1/4"=l'-O"
S14EET
c I
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR� STH
EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
A. FLOOR LIVE LOADS R301,5 (PSF)
1. SLEEPING ROOMS 30
11. ATTICS W/ STORAGE 20
111. 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 A 15(PSF)
C. ROOF LIVE LOADS R301.6
1. "MINIMUM ROOF LIVE LOADS SHALL COMPLY NTH TABLE R301.6 OF THE FBCR 5TH EDITION (2014)
D. ROOF DEAD LOAD (PSF)
1. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10)
IL CONCRETETILES 25 (TCDL 15 & BCDL 10)
E. WIND LOAD CRITERIA
1. BASIC WIND SPEED VULTzi 50 MPK VASD=l 16 MPH
11. EXPOSURE CATEGORY B
111. WIND DIRECTIONALITY FACTOR (KO) 0.85
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS *0.18
V. RISK CATEGORY 11
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING
OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH
EDITION (2014).
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND,
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE
ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
iD. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3. 1.
11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR31 0A.2.
12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR310.1.3,
GARAGES AND CARPORTS
1. GARAGE DOOR
A ENGINEERED FOR 150 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. PER FBCR 5TH EDITION (2014) 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 13/8 INCHES 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 R3OZ5.1 OF FBCR (2014),
3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL I - MIN. RIGID
NOWMETALLIC CLASS OR CLASS I DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE,
4. PER FBCR 5TH EDITION (2014) R302.6 &TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
AREA BY NOT LESS THAN % -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THAN/�INCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE
CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON
AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED
OTHERWISE.
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOWTHE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
B. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
9, EXCAVATIONS TO BE A MINIMUM OF 3� O"BEYOND NEW FOOTING LINE.
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
It THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO, 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.
CONIORM
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 3/40�
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 W.
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
1. ENGINEERED WOOD CONSTRUCTIONIGUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, LINO.
Fb = 1,100 PSI Fv = 175 PSI E = 1,400,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM T SQUARE STANDARD CUT WASHERS UNDER HEADS AND/011 NUTS WHERE IN CONTACT WITH WOOD.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R80218. OF THE FBCR STH 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 CEMENTITIOUSTILE ROOFS, SHEATHING SHALL BE 51r COX PLYWOOD. 58' CDX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16"ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10. FLOOR SHEATHING SHALL BE APA RATED %* SUBFLOOR T & G INTERIOR PLYWOOD, GWED AND SCREWED. ADHESIVES CONFORMING
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE-1 OR 1/2"CDX PLYWOOD SHEATHING.
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24"AND THE MINIMUM AREA SHALL BE 8 FT . SO.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
MASONRY
POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS
I . MASONRY CONSTRUCTION SHALL BE DESIGNED AND C014STRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
PROVISIONS OF TMS 402 1 ACI 530 1 ASCE 5,
CONSTRUCTION.
2, CONCRETE MASONRY UNITS SHALL BE GRADE *N' TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 lb, STANDARD
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS,
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Fm = 1500
CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN
PSI
ACCORDANCE WITH ANSI A58.1-1982.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
SHALL BE LIMITED TO L1360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
VARY BUT IT SHALL NOT BE LESS THAN % INCH AND NOT MORE THAN % INCH, REFER TO FBCR 5TH EDITION (20`14), SECTION R607.2.1
PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
FOR MORTAR JOINT THICKNESS TOLERANCES.
18, ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE"SIMPSON"STRONG-TIE BY SIMPSON CO., OR EQUAL. UNLESS
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA
NOTED OTHERWISE ON PLANS, INSTALL CON14ECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1,2. OF THE FBCR 5TH EDITION (2014).
MANUFACTURER IN THE LATEST CATALOG
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING,
19, DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE NTH SECTION R302.12. OF THE FBCR 5TH EDITION (2014).
8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE
HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX).
REINFORCING STEEL
1 . ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS,
ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
3. WELDED WIRE FABRIC SHALL BE 6' X 6- WIA X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP
SIDES AND ENDS A MINIMUM OF 17. LOCATE WWF 2"FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25'WHEREVER POSSIBLE.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH -3
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
1. #6, W31 OR D31 AND SMALLER 2'
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT NTH GROUND:
1. #11 AND SMALLER -3/4,
D. BEAMS, COLUMNS:
1. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1%,
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
TIMBER
I . ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY NTH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
A, AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
S. NATIONAL FOREST PRODUCTS ASSOCIATION:
1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (rPI-1-07)
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 WITHIN 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 NTH 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.
10. DRILLING& NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH
EDITION (2014).
EKTMR WALL COVERINGS
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR
COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS
SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
I . WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER
PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK,
WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-CMI la
ASTM-CIO63-12a.
3. LATH & ACCESORIES PER ASTM-C-1063-1 IA & R703.6.1 OF THE FBCR, 5TH EDITION (2014), ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT
LIM ITED TO:
ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS
'L* FLASHING - HORIZONTAL LATH AND PAPER DETAILS
PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS
WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS
CASING BEAD DETAILS DRIP EDGE DETAILS
CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS
WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PER ASTM-C1063 - 11A AND R703.6.1 OF THE FBCR, 6TH EDITION (2014)
2-STORY GYPSUM BOARD
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH 1/2' GYPSUM BOARD, FBCR R302.7.
CONTROL DATE: 02M17
A It C N I T I C-T FI
6
G RDe i n
o tso.nar_
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesign9roup.com
AA #. 0003326
Piz-
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NOTES
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ARCHn'EECT.
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NOTES
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ON WELL -COMPACTED CLEAN
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BE 50RA-CARE--__�
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1 2X6,_q_
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UNDER
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2 1'- 0'
4 0
14'-5'
T
NOTE5i
VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SPALL
MEET PROVISION Or SECTION R3113.1 OF: THE F5CR STP
EDITION (2014)
2'
V.tp- 1 1121�1 I
WASHER
A
1 1/2' 2' 1/2 2'
LAV
LAV 6,WR
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AUTO VENT
A-1 I
1 1/2
2'
LAV TUBI
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TO
4' "IN
PLUMBING RISER DIAGRAM
SECURE STRAP TO
UNIT W1 (2) -5x; 1/4
AIC SHT MTL SCREW$
UNIT IMP50N LUB ROLL
STRAP OR EQUAL
SECURE STRAP TO
4CON1 CONIC. W/ (2)-311r,'X2'
SLAB 7AP-CONS
A/C CONNECTION
TO PAD DETAIL
NOTE: MAIN COND. DRAIN 3/4' DIA
OVER HEAD , 12' FROM STRUCTURE
F'A R C It I T E C T SN
1. 6Design
Ign
L PH: 407-774-607"
FAX 407-774-4,7.
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AA#: 0003325
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FOUNDATION
PLAN
150 MPH EXP. B
ARCHrrECT:
STATE OF FLORIDA
ROLAND A. ABOUCHACRA
%. AIR NO 93723
I"PRINT
DATE: 11/09/17
SCALE: 1/4"=l'-0"
SHEET
A R C H IT E C T S
6
Design
Grou .na.
141 N. RONALD REAGAN BU
LONGWOOD, FL32750
PH: 407-7746078
FAX: 407-7744078
www.abdesigngroup.com
AA M 0003325
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MODEL:
4ENB
"1751-NEUVILLE"
GARAGE SWING:
LEFT
PAGE:
DOWEL
PLAN
150 MPH EXP. B
PRINT DATE: 11 09 17
SCALE: 1/4"=1'—O"
SHEET
IA .01
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TRANS.
ENTRY
L-5
--------------------
(D
3052-SH
RE
EG3,56,
LINTEL
SCHEDULE
NOTE: THE LINTELS MAY 5E SUIBSTITUTED
LUITH LINTELS FROM ANOTHER MANUFACTURER
AS LONG AS TkE LINTELS ARE or EQUIVALENT
OR GREATER CAF`AVTY THAN THE VALUES STATED
1�*MT-4m~ LINTEL SCHEDULE
LINTEL
NO.
LENC.T�4
TYF-E
COMMENTS
L;
ll'-4'
BF28- 15AT
L 2
SF16-015/7
L 3
1.-,.
OF16 -05/7
L 4
T-W
BF24-S/IT
L 5
4'-6-
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PQTTom F
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"A R 9 N IT I C T 3
6
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G r2o tu 10T.2.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FA)C 407-774-4078
www.abdeslgngroup.com
L AA #: 0003325 -j
- mmm'
I-SXJBDIV. & LOT-.N
SILVERADO
LOT 29
BLK 6
PROJECT#
0412&000-02961
MODEL:
4ENI3
1751-NEUVILLE"
GARAGE SWING:
LEFT
I- AG E:
LINTEL
SCHEDULE
50 MPH EXP. Bj
F-PRINT
DA E: 11/09/17
SCALE: 1/4"=I'-O"
SHEET
&AFE LOAD T,45LE&
FOR GRAVITY, UF'LlFT 4 LATERAL LOADS
a" PRECAST 4 FDRE5TRE55EE) U-LINTELe,
G IRA V I T'�'
2'-10'(34") PRECAST
2302
316r�
4413
6033
1526
S004
10412
IIS3&
3166
44-13
603S
152(o
S004
10412
1193&
3'-&' (42') PRECAST
2302
3138
3311
46&t
6001
_1315
84.30
SS41
3*6
4413
&03S
152&
S004
10412
IS36
4'-V (45') PRECAST
2 02'3
2325
24S6
3,461
4438
5410
0304
135&
29,46
4413
6,03S
152&
S004
10412
1193r.
4'-re>" (54") PRECAST
1651
Mal
1SI3
2r�51
3403
41415
4at&
5r�44
2110
4021
r.03S
1526
13004
10472
Sr.68
5'-4' (64') l`1REGA5T
U54
=3
1301
150S
2311
2826
333&
3 T4 _r.
2aaS
5051
&OS(o
5400
&424
14EO
FIREC,45T
IB12
1000
105S
14-14
aaS
2304
2121
3131
145-J
2464
4144
5458
443-1
52W
6122
PRECAST
la3_1
1255
2101
3263
214r.
3358
3ST
4585
1255
2101
33Sr.
5260
1134
aSS5
&5130
102S
1615
236B
ISe4
2439
2856
3333
[on
1&15
2610
383S
5556
&r.13
5041
lb'-4" (112') 1"REGAST
5"13
632
10413
14&S
1210
1462
1154
2021
1&0
1212
1818
2544
346S
4030
3121
10'-ro'(12ro") PRECAST
45ro
452
502
1125
1122
132a
1535
658
1025
1514
20al
2114
3130
2404
ll'-4' PRECAST
445
5Sa
S35
1365
1654
2355
IS3
2015
5S&
e35
1365
1554
2441
3155
4044
12'-0'(144*) PRECAST
414
545
a6,4
1254
1&as
2014
1510
Isis
r 55r,
S64
1254
1(2-33
2211
2832
35130
13'-4" (160') f'REC,45T
3ro2
42-1
126
1026
1331
1635
1224
1418
465
'14a
1016
1435
1855
2343
21320
e,46
IBIS
liso
14&2
1081
1260
—Bel
455
100
1003
1335
1114
2153
2&66
fIRESTRESSED
NR.
NR
NR
NR
NR
NR
NR
NR
4(o5
165
1310
2045
2610
3185,
3'7&5
15'-4'(164') PRE5TRE65ED
N.R.
NR
NR
NR
NR
NR
NR
NR
420
6-35
1250
1855
2310
25eO
3410
M'- 4' (208') fIRESTRESSED
NR
NR
NR
NR
NIR
NR
NR
310
530
350
1400
1800
2200
2600
le'-4'(232') PRESTRE65ED
NR
NR
NR
NP
NR
NR
NR
240
400
1!510
1050
1400
1120
2030
21'-4' (25&')PRE5TRE55ED
N.R,
NR
NR
NR
NR
NR
NR
NR
163
330
610
IB40
1340
1180
2110
22'-0'(264')F`RE&TRES9ED
N.R.
NR
NR
NR
NR
NR
NR
NR
160
300
15_10
510
5_
1660
ISIO
0
24'-O�2aa') FRESTRE66ED
N.R.
1
NIR
NIR
NR
NR
NR
N
;;1250
NR
NR
1 130
240
410
120
1030
;350
1610
r'IATERIAL5
1. F'r- precast lintels = 3500 psi.
2, F'c prestressed lIntels = 6000 psi.
3. F'c grout = 3000 psi wl maximum 3/a' aggregate.
4. Concrete masonry units (CMU) per A6TM C90 w/
minimum net area compressive strength = ISOO psi.
5, Rebar provided in precast lintel per ASTM A(015 GR&O�
Field reloar per A5TM AroI5 GR40 or GR&O.
(o. Prestressing strand per A5TM 4416 grade
2-10 low relaxation.
7- -1/32 wire per 46TM ASIO.
a. Mortar per ASTM C210 type M or S.
a" FIREC-46T 4 FRE5171RE55ED U-LINTEL5
UFL IFT
LATERAL
LENGTH--__TYf'E
6F5-)T8F12-IT
BF8 -21BF12-2TeFIr.-2TBF20-2T5F24-21
61`16-IT
8F20-lT8F24-IT8F2a-IT
5F28 -2T
&F32-IT
8F32-2T
W6
51a
2121
2615
4101
5332
656S
1611
W55
2021
2021
2121
2154
3e&I
51SO
C,401
-1 - 630 -
��_T -
3'-&' (42') FIREr-A5T
2165
22aS
3260
4231
5215
6204
In2
125"1
1251
2165
2215
31&5
4125
50131
6061
1036
4'-0' (45") PRECAST
1810
ISSS
2532
3&80
4532
5381
&24!55
C330
I__,_T1S25
2150
35a3
4422
5264
&110
4'-(o' (54") PRECAST
Ir.&O
1-162
2501
3251
4010
4161
5525
121
-121
1660
1105
2435
3111
3S13
4655
5406
5'- 4' (ro4') PRECAST
1333-
1484
2110
2141
3315
4010
4648
505
505
13S3
1431
2050
26-70
32S3
3S20
454S
5'-10"(70') FDRECA5T
1212-
1351
WO
2505
3084
3665
424-1
415
410
1212
1315
1815
2441
3010
35&3
415"1
ro I -ro (7&1) FRECA6T
1141-
1200
1133
2250
216S
32W
3a12
101
aal
1141
1182
1&84
21-32
2103
321r.
3-132
I'- ro' (IBO') PREC,48T
S59.
IB12
1415
IS14
23554
21-31
3240
5cil
r051
SSO
102S
14(.(o--
1901
2 P35 1
21SI
3245
13'-4' (112") PRECAST
S01,
&12
Sao
1205
1560
IM52
2144
454
630
801
IBIE,
IIS2
1550
I "
ISIC
2211
2&34
I0'-(o'(I2&') PRECAST
110,
4138
-7133
1021
1261
14-36
1,131
3'b&
4c33
1*
611
103S
135S
IIH
2034
2358
ll'-4' (13(v') PRECAST
1.
431
j roS6
I $15S
1104
j 130S
1515
.3&3
666
535
IB05
12,35
15-35
15S6
2leg
12'-0'(144") FRECA5T
- r.01-
400
r. 31
air,
1001
liar.
1312
340
41B4
631
456
518
120S
1514
111313
208&
13'-4" (lroO') F'REC45T
500,
340
E132
666
641
SSI
1153
302
3ja
513
40S
6,82
1004
3&1
1631
Iasi
W-O"(1roo') PRECAST
456,
316,
4S3
r�35
118
1522
1065
2
546
310
62S
IB22
1254
15911
lale�
f-RESTRE55EI--)
243
2S5
4ES
5SI
124
Mll
jS0
R.
357
243
352
552
652
11!5&
14BI
1142
15'-4- (154') f-RE5TRE55ED
22&
218
430
553
9111
501
e2E,
N,R
32-1
226
32S
�542
1131
1012
1381
—
ir.116,
IT-4' (208')I`11RESTRE56ED
168
236
3(.1
4&4
5(.1
&10
-1-14
N.R.
255
44S
C,4S
6-14
1121
—
13&9
le'-4' (232*) IF-RE6TRE56ED
14EB
201
313
401
4SO
5,16
"'
I N.R,
204
16E,
2313
3133
550
136
e40
11&0
21'-4' (256')FRESTRESSED
145
106
2-1a
356
433
512
5W
N.R.
1'12
142
212
33ro
41-7
_635
WI
5153
22'-0'(2C,4")F`RE6TRES5ED
'40
'60
"0 S
343
41a
4S3
5r�a
131
205
322
451
(101
1-11
S41
24'-0'(265') FRESTRE55ED
121
lr�rl
244
312
380
44-1
il
515
124
1&&
2SO
405
1 538
680
833
GENERAL NOTE5
�REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR
0" FREG,45T Wl 2' RECE&5 DOOR U-LINTELS
G F�A V I T'�'
___TYf-E
&RU&
LENGTH
5IQFr. -16
SWIC -15
OIKF�4 -15
SWIS -115
VW22 -15
BRF26 -IS
4'-4' (52') PRECAST
148S
15131
3053
2S62
3IB54
4132c5
DS04
( B&O
1821
3412
4S82
6412
71341
S41r.
loals
4'-ro' (54') PRECAST
1357
144e
2182
2114
3600
44&1
5315
6264 1
1-102
3412
4S62
6412
IS41
941(o
10818
a32
1002
1550
2056
2566
301E,
3F,65
155
5'-8' (65') l"REGA5T
1 1153
2162
4014
64-72
1 6516
5S14
"313
'1113
1500
144S
IS24
2400
26-*
3352
E,'-10'(10') PRECAST
135
1103
2051
3611
6412
&EI&
54!50
6411
(00')PREC,45T
a22
901
le>11
2333
25,16
3223
3612
4522
SOI
1611
2e33
4100
6130
511-7
610
"Iell
131-1
2252
1 JFIS
2451
2S44
343S
(W')PRECAST
roc,5
164
1311
2329
360�B
54S2
6624
5132
1
(Ilb") l"RECAST
1 3-71
420
a34
1253
1011
1342
1614
laq3&
5'A 5
1 W5
1 1491
j 21-IS
26,18
35SB
2a-15
6' FREC,45T W1 2" RECE55 DOCR U-LiNTEL5
UFL IFT
LATERAL
1LENGT_H—1_yFE
SIRF14-IT
SIRFIO-IT
&1QF22-1fl51QF26-IT
8W30-IT
_RU&1
aRF&
..-2T
SIRF10-2T
&Tj�
18-2T
8W22-2T
26-2T
DIRF30-27
4'-4' (52") PRECAST
1244
1513
2413
3260
4112
4S61
5525
S32
S32
1244
IBIS
23313
3110
4006
4a5O
56S&
4'-0' (54') PRECAST
IIS2
1501
2311
3121
3WI
4150
5571
553
653
-
IS2
1455
2240
3036
31331
4r.43
5453
(roV)PRECA67-
S24,
1112
11,35
2423
30,55
36,8S
4325
501
501
1324
132
1141
2351
2-318
3C,03
4230
5'-10'(70") PRECAST
8-.Y,
1138
1142
2352
2S65
3581
4198
4&S
4r�S
5136
IOIBS
19, JO
22&&
2aBI
34Sl
4106
(&V)PREGAST
110
a62
1513
2042
2513
3101
3642
118
e5b
146a
IS51
2503
3035
3563
655
6S1
1325
1810
2280
2153
322-1
110
1
-341
'
64S
1302
2225
26SO
.3151
cJ'-a' (114e,') FRECASTL
1
533'
433
806
1 )123
1 1413
1104
ISSE,
1 516
:.141
1 533
1 E,21
looe
1 13—
1 11�A
205a
24�0
�REDUCE VALUE BY 1596 FOR GRADE 40 FIELD REBAR
-5 REIBAR AT TOP
MIN ' (1) REQV
1-1/2' CLEAR
T'T'FE
1)E&1GN,4T1QN
F FILLED LUITH GROUT / U = UNFILLED
0
W
CM.U,
QUANTITY Or S RE5AR AT
BOTTOM OF: LINTEL CAVITY
Z
T
,
—
GROUT
aFl& 15/7
z
5
REBAR AT BOTTOM
L
Or LINTEL CAVITY
NOMINAL WID7 H
NOMINAL HEIGHT-�
QUANTITY OF S
REBAR AT TOF1
11-5/8'ACTUA
50TTOt-I REINFORCING
PROVIDED IN LINTEL
a' NOMINAL WIDTLI
(VARIE5)
5AFE LO,4rD T,45LE
NOTE5
1. I"rovide full mortar head and bed joints.
2� Shore Filled lintels as required.
3. Installation of lintel must comply with the architectural andlor structural drawings,
4, LIntels are manufactured with 5-1/2" lone notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lIntels meet or exceed 1-1360 vertical deflection, except Intels 17'-4' and
longer with a nominal height of a" meet or exceed L/160.
6. 5ottom field added rebar to be located at the bottom of the lintel cavity.
7. '1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
5. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units.
9. Safe load ratings based on rational design analysis per ACi 315 and ACI 530
1, All values based on minimum 4" bearing, Exception: Safe loads for unfilled
Intels must be reduced by 20% IF bearing length is less then 6-1/2'.
Safe loads for all recessed lintels based on 6' nominal bearing.
2. N.R. a Not Rated-
3. Safe loads are total superimposed allowable load an the section specified-
4. Safe loads based on grade 40 or gracle 60 Field rei:,ar.
S. Additional lateral load capacity can be obtained by the designer by providing
addlonal reinforced masonry above the precast lintel.
6. One 11 reloar may be substituted for two S rebars in 8' lintele, only,
7� The designer may evaluate concentrated loads From the safe load tables by
calculating the maximum resisting moment and shear at cl-away From the fare of support.
0, For composite lintel heights not shown, use safe load From next lower height.
All safe loads in units of pourds per linear Foot.
_7
A It C N I T E C T 8*1
6
mgln
G r Zou 10.
1441 N. RONALD REAGAN BLVD.
"'750
B
PH: 407-774-6078
FAK 407-774-4078
www.abdesigngroup.com
AA 0: 000332,j
5
r4
A
rSUBDIV. & LO
SILVERADO
LOT 29
BLK 6
1-ROJECT#
04128.000-02961
MODEL:
4ENB
"t751-NEUVILLE"
GARAGE SWING:
LEFT
I -AGE:
LINTEL
LOADS
V,..t50 MPH EXP. BJ
ARCHnr`E-CT-.
STATE OF FLORIDA
k"A.ABOUCHACRA
AR NO 93723
F-PRINT
DATE; 11/09/17
SCALE: 1/4"=V-0"
SMEET
r A R C H I T F c —irsN
MT
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2�-4'
1—
5-01
IR-15H
RANGE b3&
PANTRY
SHWR. PAN
�RCH,
a,_a, CLr..
0- 0
3-SH
3-511
BEDROOM #
LINEN
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'(;��'2
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-4'
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12'-0'
BEDROOM
m
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V.
BA H 02
—
FOYER
.15
—
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AS REQ.
PER BLDG,
CODE
n
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-
GARAGE
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7
74
ENTR
ism! TT I w
1*10 INTEL
4--t- 'I'L EGRESS
2'-1' 10,
4'-0' 14'-0'
3c3 -13,
FLOOR PLAN
NOTE:
-2-5 LOUV. DOOR W1 AIR HANDLER ON METAL STAND OR 2-a SOLID
DOOR W1 RETURN PLENUM AND RETURN AIR GRILLE.
VERIFY CONDENSER PAC) LOCATION WITH SITE PLAN -
FRONT DOOR ASSEM5LY TO BE THERMA-TRU FIEIERI.LASS DOOR W1
TRAN50M (SINGLE AS5EMELY)
- 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO 5E
EQUIPPED W1 SELF -CLOSING DEvICE (R302.5,I) F15CR 5TH ED. (2014).
SQ.FT. CAM'S
LlvlW, 1151 50. FT
EXTERIOR MASONRY GARAGE 426 60, FT'
WALL 51RI.. HEIGHTS ENTRY 36 50. FT'
I I I I I I I I ED TOTAL 2213 SQ. FT.
V_a, ERG. PATIO 50 5Q, FT.
TOP
PLATE
17
(-A�BAR DETAIL
SCALE: ARCH
I
(��)ARCH
COMKMW RD CLADDING WIND LOCO
SAW WIND EAMAE FOR 3 SECOND WSTS
OPENNGS
SOME
Zoe
0 WH WIND (0)
I
FBWKS
ANDTff
FOOTAGE
MIN. WINDOW
10
5
25/-33
CRITERIA
EXTERIOR SWING
1&
5
24/-31
DR. MIN� CRITERIA
B.G.D. M:N.
41
5
23/-2s
CRITER A
160-10 O.H.D.
T112
I r7
1 20.4/-22.1
BASIC WIND SPEED MPH 150 (Vult) INTERNAL
PRESSURE COEFFICENT = 0.18 BLDG. CAT.=Il,
EXPB, MEAN ROOF HT. = 15'-0"
PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2
OF THE FBCR 5TH ED, (2014) TO MEET TESTED
ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE
PRODUCT MANUFACTURER.
I CONTROL DATE 07/00
0
GZSP.n.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.abdesigngroup.com
AA #: 0003326
-4
777W
SUBDIV. & LOT.1
SILVERADO
LOT 29
1 BLK 6
PROJECT#
04128.000-02961
MODEL:
4ENB
1751-NEUVILLE"
GARAGE SWING:
LEFT
PAGE:
FLOOR
PLAN
�.150 MPH EXP. B_j
A"
r-PRINT
DATE: 11/09/17
SCALE: 1/4"=l'-O"_
SHEET
2
F"A It C N I T E C T I
I WT'-O'5LDG- � _ _ _ _ _
1,-0.4
COACH LIGHT�
SAND
TE), r-,4LC5 - OFF-R�DGE VENT5 ONL'
REA OF ATTIC
2193 SO, FT.
ET FREE VENTILATION AREA REQUIRED
11300
EQUIRED VENT! LATION AREA
2193/300
7.31
'ENT] LATION AREA X SO, INCHES PER FT. 1144)
1052.64 SO, IN,
AIN. REQUIRED VENTILATION
.5 x 1052.64
4 UPPER PORTION OF ATTIC
526.32 SQ. IN.
)FF RIDGE VENTILATION AREA
115 SQ. IN. PER VENT
526.321115
OTAL# OF VENTS REQUIRED
4,5767
D,rAL# OF VENTS PROVIDED
5
-AREAO ATTIC 15 THE PTRIMITEROFTHE H OVERHANG
(E)nERlOR OF WALLTO EXTERIOR OF WALL,
SINCLUDED)
I I I LPN MEN
L---
FRONT ELEVATION
TEXTURED FINISH
5'-8' BRG. HGT
FYI -ON
LV12X24 OR
EQUIVALENT
SHINGLE
ROOF
Typ.
-�--DECORATIVE
SHUTTER
k0--O- FIN. FL
2" 2-
RAISED
5AND
B AND
wx-�LOUVER DETAIL
SCALE: 1/2' - 1'-0'
OFF RIDGE VENT
12
&--8- eFaG. HGT. V-5' 5RII., HI.T.
I,- rl 40�
TY WA
P,
7z
0'-0' FIN. FLR. 0'-0' FIN. FLR.
T- 7—
REAR ELEVATION
TEXTURED FIN15H
"2
OFr PiDGE VENT OFF RIDGE VENT
TYP.1
0'-O'FtN.
LEFT ELEVATION
TEXTURED FIN15H
01-F RIDGE VENT OFF RIDGE VENT
12
-tu�r��
— - — - — - — - — - — --
,v
TY1.1
0'-0' FIN. FLR.
RIGHT ELEVATION
TEXTURED FINISH
- WDesi ern I
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Ll
rSUBDIV. & LOT:l
SILVERADO
LOT 29
BLK 6
PROJECT#
04128.000-02961
MODEL:
4ENB
175t-NEUVILLE"
GARAGE: SWING:
LEFT
PAGE:
FRONT,REAR
LEFT &
RIGH,T ELEV.
D"
150 MPH EXP. B
ARCHMECT
STATE OF Fl-OR
ROLAND A. CRA
1093723 _j
FPRINT
DATE: 11/097
SCALE: 1/4"=l'-O"
SHEET
%.. 3 D 00
A R C N I T R C T II
(2) META-*
m m
yj U U U U U U .T�•
CJI EJ-I II II GJI
II II
GJ3 II I I II I I CJ3
GJ5 II II II II II II GJ5
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(2) META-16
Xr2otu
i44i N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-774-4078
www.abdealgngmup.com
AA #: 0003325
F
h
w
0
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4
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SUBDIV. & LOT:
SILVERADO
LOT 29
BLK 6
PROJECT#
04128.000-02961
MODEL:
4ENB
"1751—NEUVILLE"
GARAGE SWING:
LEFT
PAGE:
FRAMING
PLAN
ELEVATION
"D"
150 MPH EXP. B
A�T-'
STATE OF "10
PRINT DATE: 11 09 17
SCALE: 1/4"=1'—O"
SHEET
CONTROL DATE: 01-05-11
CONNECTOR SCHEDULE
SIMPSON
LISP I
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-16
1450
WTA le -IS
1625
(8) Od . 1 1/2' I -PLY, (r.) l6d 2-PLY, (USP: (10) 10d X 1 1/2' - NO 16cl OPTION)
(2) META-16
IS$Fl
(2� HTA I& -IS
2800
(10) 10d x 1 1/2' I -PLY, (USP: (10) Od x 1 1/2')
2515
(14)166 2-PLY (USPi NO 16a OPTION)
HETA-16
1510
WTA lrb
1610
eS) f0d . 1 1/2' I -PLY, (8� I&d 2-PLY USPi (10) Od x 1 1/2', NO I&d OPTION
HETA-20
1810
WTA 20
1810
(S) 10d . 1 1/2' I -PLY, (0) Ircl 2-PLY USP; (10) 10d . 1 1/2*, NO I&d OPTION
>_
cl�
(2) HETA-20
2035
(2) HTA-20
3230
(10) 10,�l . 1 1/2' I -PLY USP; 00) 10.1 . 1 1/2'
2500
02) I&d 2-PLY (USP: NO Ird OPTION)
z
0
LGT-2
2150
LUGT-2
1550
(1) 1/4' x 2 1/4' TITEN, 2 (USP: BLK (5) 1/4' W5, WOOD (16) 10d
0
DETAL-20
2480
01-ITA-20
2430
(1a) 10cl . 11/2,1 PLY
tr. T
3S&5
MUGT
4115
(1) 5/8'A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12'EMIBED), (22) 10di TO WOOD (USP: (28) 106 TO WOOD)
HGT-2
10560
HUGT-2
S150
(2) 3/4' A.TR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) Od TO WOOD (USP: WOOD (8) 10d)
W.T-3
10530
HUST-3
W&O
(2) 3/4'ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP:WOOD(S)Iod�
LGT3-SD825
3295
LU3T-3
3525
(12) 5D5I/4'x3'TO GIRDER, (4) 3/V. 5'TITEN 140 TO WALL (U5F: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) WS2SI)
LTA2
�2�O PARALLEL TO WALL
2 0 PERPEND ICULAR TO
WALL
LPTA
1510
(10) Od . 1-112' (U6P! (10) 10d x 1 1/2'
VGT
4S40
NO USP CONVER51ON FOR SIMPSON VGT
(1) 5/8' A,TP_ IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 66)-S051/4'X31 TO WOOD
(2) VGT
_TIS5
NO UeP CONVERSION FOR SIM (2) VGT)
(2) 5/VA.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SOS 114-XV / 2 PLY
MTS-12
1000
MTW 12
IS5
(14) l0d . 1 1/2' (USP: (14) 10d x 1 1/2', (14; 10d)
HTS-I&
1150
HTW 16
1260
Or.) 10d x 1 1/2' (U5P: (190 10d . 1 1/2', (16) 10d)
WTS-20
1450
HTW 20
15BO
(24) 10d x 1 1/2' (USP: (24) Od x 1 1/2', (20) 10d)
HTS-24
1450
WTW 24
IS30
(24) Oci . 1 1/2' (USP: (24) ;Od x 1 1/2', (20) 10d)
LSTA-12
925
LSTA 12
e3V
60) lod u5p; (10) lod
L5TA-18
1235
LSTA 18
123�1
(14) 10d USP; (14) Od
M5TA-15
1315
MSTA-15
1310
(14) 10d USP: (14) 10d
V)
MSTA-24
1640
MSTA-24
1640
(15) lod u5p� (15) lod
MSTA-30
2050
MSTA-30
2065
(22) IOd U5P� (22) 10d
M&TA-5&
2050
MSTA-.46
20&r,
(2&) 10,1 u5p� (26) lod
MSTI-3r.
3800
<$Tl 2B&
Saw
106 x 1 1/2' USp: (36) Od x 1 1/2'
V)
MSTI-4S
50(.5
KT51 245
5140
(45) 10cl x 1 1/2' USP: (45) 10d x 1 112'
H&
S50
LFTA &
1210
(8) Sd TO PLATES, (9) Od TO STUDS (USP: (16) ed . 1 1/2 " (K.) ad)
5P4
SSS
SPT 4
S45
(6) 10d � 1 1/2' TO STUDS USP; (6) 10d . 1 1/2' TO 5TUD5
A34
3e5
MP 34
380
1
(4) Sd x 1 112' TO 5EAM, (4) 8d x 1 1/2' TO POST. U5P: (4) Bd x 1 1/2' TO SEAM (4) Sal x 1 1/2' TO POST.
HCP2
645
WHOP 2
Boo
(12) locl x 1 112' USP: (IO)Od . 1 1/2' TO TRJS5, (�O) 10d X 1 1/2' TO PLATE
H10A
1140
RT I&A
13SO
(18) lod � 1 1/2. USP: (S) Od x 1 1/2' TO TRUSS, (6) 10d X 1 1/2' TO PLATE
VGT A WDU4
41.140
PWD 44
5215
(16)-SDS 1/4'.3' TO WOOD, (10)-5DS 1/4'x2 1/2' W1 T44REAIDED ROD, (2) NUT$/WA_644ER/2 PLY
USP: 5/8' ATR MIN. 'I' EMBED SET IN HIGH STRENGTH EPDXY, (10) W63 WOOD 61-RFWS
VGT 4 H015
4S40
TOX 10
10140
(16�-505114'�3' TO WOOD, (3)-3/4, 5TUD BOLTS W1 THREADED ROD, (2) NUTBALIASHER/2FLY
USP: -1/8' ATR MIN, I' EMBED-SIST IN - HIGH STRENGTH EPDXY, (4) 1/8' THIPU-50LTS
ABU 44Z
2200
6665
PAU 44
2535
6715
(1) S/S' A.TA_ IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (12) 16cl TO WOOD USP: SAME AS SIMPSON
ABU (,&Z
2300
12000
PAU 66
2380
16005
(1) 5/8' A.TR_ IN HIGH STRENGTH EPDXY, (MIN. T EM5ED.)N CONIC, (12)lod TO WOOD U5P; SAME AS SIMPSON
V)
O:f
LTTIt ...
1340
LTS IS
1205
(1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. i- EMBED.) IN CONIC, (9)IOd TO WOOD UeP� SAME AS SMPSON
0
r
LTT205 ...
600
LTS 2015
1105
(1) 1/22iATA. fN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONC, (IO)IOd TO WOOD
U5Fl /4' ATR MIN T EMBED SET IN HiGH STRENGTH EPDXY, (10) 106, (10) 106 x 1 1/2%2-1/2,
u
z
HTT4
4455
H7T45
4160
( )5/6' ATA, IN HIGH STRENGTH EFAOxY (MIN. I- EM5EDd IN CONC., 08) &D0IO X 1 1/2' (USP; (20) 166 X 2-1/2')
U5P WAS MORE NAIL OPTIONS� (20)106,(20) 106 x 1-1/2', (20)14&d x � 1/2'
HTT5
5050
HTT45
5005
5/8' A.T.P_ IN HIGH STRENGTH EPDXY (MIN. T EMBED,) IN C4�NC, (2�) 16.1 X 2 1/2' (USP� (20) ll�d X 2-1/2')
USP HAS MORE NAIL OPTIONSi (2&) 10d, (2a) Od x 1-1/2', (20) bd x 2 2
HwDQfl-SDS 25�
11.810
UPHD 11
143S5
(1) 1' A.TR. IN HIGH STRENGTH IEPDXY, (MIN, 10' EM5ED.) IN CONC., (24) ODS yl' WOOD SCREWS (USP: (24) W53 w000 e,-Fmu)5)
HD15
6645
TOX to
10140
1
(1) 1/8' AB. IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (U5P: (4) 116' BOLTS)
M5HA 3.56/11.25
3415
5330
NF:M35Xl2U
2580
1130
SIMPSON: (1) 3/4' A.T.R. IN WIG44 STRENGTH EPDXY, (MIN. &.1w EMBEDMENT) IN CM.U. TOP, e 1) 3/4'
A.TP-(IN HI?H 6TRENGTH,EPDXY , (MIN. 6.15- EMBEDMENT) IN CMU. FACE, (15ACd TO BEAM
USP; 1) 1/2 J-50LT W1 M NIMUM 6: 12115ED� A NOT LESS THAN 4' FROM EDGE Or CONC W/ 3/4' DIA TW
RAMSET/REDHEAD DYNA BOLT SLEEVE ANC14OR OR EQ, W/ MIN, 5' EMBED DEPTH INSTALLED IN THE FACE,
(14) Qzl AT JOIST
LLJ
0
HUSC412 (WOOD)
3&35
2060 (FLR�
HU54121F
3060
2110 (FLR)
(10) I&d TO HEADER, (10) 16d TO WOOD USP: SAME AS SIMP60N
32cle, (ROOF)
3325 (ROOF)
z
HUC410 (CMU)
two
4wo
H0410 IF
1305
5000
(181) 1/4' ANGE) TO CMU, (10) 10d TO WOOD: (USP! (18) 1/4' x 3* W53 SCRISWS, (10) 10d TO WOOD.
(,,. 2-3/4'TITEN (13 FIER FL
USP ) 3/16* TAPPER., (10) 10d TO WOOD
HUC210-2 (CMU)
Iwo
508S
H0210-21F
1305
5000
(16)1/4' x 2-3/4' TITEN (SPrRFLANGE)TOCMU,00) Od TO WOOD: (USP: (18)1/4'x VWS3 SCREWS,00)10d TO WOOD.
U5P (20) 3/16' TAPPER-, (10) 10d TO LLIOOD
HUC210-�� (CMU)
1800
5065
WD210-31f;
1305
5000
(18) ](/4' 2-3/4' TITEN eS PER FLANGE) TO CMU, (10) 10d TO WOODi (USP: (15) 1/4'. 3'WS3 SCREWS, (10) 10d TO WOOD.
USP 20) 3/16' TAPPER�, (10))Cd TO WOOD
1
I-GUM26-2-SIDS
1430
5S5
I-GUM26-2
2125
&065
(4) 3/9'. 4'TITFN HD ANCHORS (2 PER FLAWGE) TO CMU, (4)1/4' X 21/2' 50S SSREUr. TO WOOD,
161 14) 3,.- x 4- EDGE 50!_T-� W93 WOODSCRISUS
HIGH STRENGTH EPDXY . $IMPSON 'SET ISPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APF-POVAL PRIOR TO SUBSTITUTIW. FOR 51MIL-AR EPDXY PRODUCTS OR USP - CIA ADHESIVE
ANCHORING SYSTEMS.
WHERE ANCHOR EMBEDMENT 15 GREATER THAN 1' DEEP, THE VERTICAL CELL IN CMU. WALL MUST BE FILLED SOLID wl GROUT.
10d COMMON NAILS CAN BE SUBSTITUTED WITH 10cl x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT ISREQuIRED FOR THIS APPLICATION
PRIOR TO INSTALLATION.
... MINIMUM EMBEDMENT INTO THE TOP Or A BONDIBEAM WILL BE 15', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE -I'
Ld
0
A.T.R. - A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
Z
BECAUSE Or THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MA<NG SURE THAT THE PROPER CORROSION PROTECTION
IS USED.
WHEN USING STAINLE55 STEEL CONNECTOR$, USE STAINLESS, STEEL FASTENERS. WHEN USiNG ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AS3
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL 15ASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/EWsINIEER OF RECORD PRIOR TO USE.
A - =ECTa.VALUES BASED ON 5IMP50N 'WOOD CONSTRUCTION CONNECTORS C.C2011' , 'HIGH WIND -RE516TANT CONSTRUCTION f-C-HWRCAr.16, AND ANCHORING A FASTENING SYSTEMS FOR CONCRETE 4 MASONRY
LL C
ATAL 2012 4 U5f STRUCTURAL OONNECTOR. 20115-201r..
lihAI)hN �SFAIN U14ANY
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DEL 2 x 6
UP TO r,'-4'
DBL 2 x 8
5'-4' TO T-O'
D5L 2 x 10
T-O' TO 10'-0'
D5L 2 x 12
10'-0' AND OVER
TWO 6TORY APPLICATION DOIN STAIRS
SIZE
CLEAR SPAIN
DEL 2 x &
UP TO 5'-0'
DEL 2 x a
5'-C' TO 6'.4'
DEL 2 x 10
e,'-4' TO 8'-0"
DEL 2 x 12
6-0' AND OVER
MINIMUM WALL AND HEADER
STUD REqUIREMENTS
MAXIMUM HEADER SPAN (Ft.)
UP TO.
5'-0' TO
W-0.
UND,
4'-Il 1/2
1
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUD9
2
AT EACH END OF HEADER
1
3
1 1-2 x 12
, 2 5Yf-)
/16,065
NAIL (3)12d v V-8' O.C.
FRAMING NOTES: I TYP. 2x12 BM.LHDR. I
1. HURRICANE 5TRAF�5 TO BE MANUFACTURED BY SIMPSON BTRONG-TIE OR EQUAL, U.N.O.
2.TYPICAL HURRICANE 5TRAPS ARE AS FOLLOWS, UN.O:
TRU55 TO M45ONRY/CONCRETE SHALL BE META-Iro
FLOOR TRU65 TO M,45ONRY/CONCRETE SHALL BE HETA-I& AT EACH
ND AND 32" ON CENTER ON J015TB PARALLEL TO WALL.
TRUS6 TO WOOD FRAMING SHALL BE MT5-12
3. TRU65 TO TRU56 CONNECTIONS AND HANGERS e4-4ALL BE DESIGNED AND 5UPF'LIED BY
TRUSS I'lANUFACTURER-
4, REFER TO TRU55 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 REa. ARE STANDARD U.N.0 ON FRAMING PLAN
(o. MIN. 2X4 HIP CUT BLOCKING SECURE[) W/3-10d GUN NAILS OR 3-12d HAND DRIvE5 -a EA.
END. CUT PITCH 4 5EvEL TO FIT TIGHT TO TRU55 AS PERAFA REQUIREMENTS.
1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRU55ES TO TOP OF TRU66 BEARING.
a.FROvIDE DRAFT 5TOflFING IN FLOOR TRU55ES AS REQUIRED FOR MAX 1000 5F.
COMPARTMENT PER 5TH ED. 2014 F5G RESIDENTIAL-5ECTION R302.12.
e.REFER TO DETAIL ro SHEET D5 FOR 1-5TORY INTERIOR LOAD 5EARINr_i WALL 5TRAF'6 4
DETAILS.
ARCHITECT$
6
De ign
G r ZouspO.n!
41 N. RONALD REAGAN BU
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.00m
AA 0: 0003325
14
SU13DIV. & LOTl
SILVERADO
LOT 29
BLK 6
PROJECT#
04128.000-02961
MODEL:
4ENB
1751-NEUVILLE"
CARAGE SWINC;:
LEFT
P Ac; E:
CONNECTOR
SCHEDULE
�.150 MPH EXP.
ARCHITECT:
STATE OF FLORK)A
I PRINT
DATE: 11/09/17
SCALE: 1/4"=V-0"
SHEET
4.1
ELECTRICAL LEGEND
SYMBOL DEFINITION NOTES
-e 125V OUTLET 20 AMP SI�E POLF
IIVV OUTLET
I. - -,.T ump
ROV OUTLET , SWTO,
=Q wl lov OUTLET = R 'ITAMP'M"
RESISTANT Ift,
22� OUTLET 14) WPIE �CTIM
tup EXT, WATE� � `�
-TLET NTEFRU�TER
SWITCH
SWITCH -WAY
SUTC44 4-WAY OFEM
�-o WALL MOATEI
LGHT
CEILING LIGHT
o vf. VA-
1 LIGHT
�T. PAN I OPM nR PT,
-NITT
17F cls
_E I,
UORESCENT
LIC44T
2'fLU0PMI!OM4T
4' ILUOPZS�
I' � LIGHT
lmw� PANEL
aiiiIIIIIII METER
S.D. �— OEM—
�L �TEP
PETECToR
ISATT BAcP:.-
S/Co NTEM-�.�
SHALL A DISTANCE
OP NOT LESS TPIIN
LIGHT
NATUFAL GAS
T-eT
go- TELIEPNONE J�
-4TEI
016�CT
AM C�It-
01I!C�CT
-L-I.1- I —
LING ISO. RZOUI�
TO BE $UP"-O" IN
l-SO. CEW/wx
N�CTI04
—I- — ---E
10 BE �p N
CRIL- I�I44T ��.aox
AS 6� POR
LIGHT
Pa, -SH-BUTT- POR HMS
-4&
NOTE5;
LOCATION Or TV JACKS 4 PHONE OUTLETS
FANS To BE VERIFIED 6 HOMEOWNER
PRE.CONSTRUCT ON MEETING.
ALL RECEPTACLES IN ALL HASITA15LE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF r5CR STH
EDITION (201W.
20 AMP DEDICATED LAUNDRY CIRCUIT.
5FI - ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DSCCONNECT TO BE LOCKOUT
IN PANEL
BATHROOM EXHAUST PAN TO HAVE MIN.
CAPACITY Or 50 CFM INTERMITTENT PER
ELECTRICAL�*ROVISIONSNOF2 SECTION
Q
1115013 �TH EDITIO ( 014).
I. AIUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT- INTERRUPTER
PROTECTION FOR PER50NNEL ON FEEDERS
WIRING METHOD SHALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS OF
F51- 5TW ED (2014),
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FECR 5TH ED (2014).
OWNER'S
SUIT
PRE -WIRED
CLG FAN
0.
BATH
CLG PAN
BEDROOM #4
/ STUD
GREAT ROO
PRE -WIRED
CLG FAN
OT 0 , T
LAUN.
F � DOOR
IL -4�1
BOLLA
AS REO
WALL MOUNTED
PER 51-6S.
LIGHT W/SLUITCH IN
CODE
ATTIC
METER'
FIELD
Ul
z
KEYLESS
r
VERIFY
LOC.
FIXTURE
(L
IRRIGATION
GF1
OUTLET a
4W APP.
GARAGE
PATIO
— — — ----------
KITCHEN
--- - - - - --- - - - - - - - OUTLET
FOR Dw
1
L
6FI
SINK!5—SWITCH
IN
)OD WIRE W/ CA51NET
�TLET FOR
TURE MICRO.
PANT.
RANGE
PPE -WIRED
CLG FAN
'/ BEDROOM
BE
BATH #
iFOYE I
,7
E5
PRE -WIRED
CLG FAN
BEDROOM #
ENTRY
COACH
LIGHT
11, , II j 'I
LOAD CALCULATIONS ONE FAMILY
DWELLING WITH HEAT PUMP
(NEC c1c" V21
HOUSE PLAN: MODEL "NEUVILLE"
LOAD INFORMATION
VA
i"I $q FT GENERAL —NG X 3 VA PER SQ
6253
-1 -F.—E — .1
3000
1 —NOR,
—E � — P'Lu'r nAmG OR
— —n.
-00
t DI3"A5HtR
1200
L CLO— DRYE
S000
I DISPOSAL
-o
I MICROWA�
=o
1200
OF OEM.- W�
�.3
FUBT 10 — OF OR— LOAD 100%
l0000
RNUMNIDER Or GENERAL LOAD AT 40% 25653 �4
=6.
-T- NET E.ER- LOAD
2ozal
3.6 TON RE� PUMP (W/ 6� EMERGENCY — STRUP)
21 AMP -D VA-
3.5 TON COOILING S—M 40 AMP 240 VA-
9000
NET GENER� --Il
2028L
NET TOTAL H—
I —
-TAL LOAD
1 29"�
CALCULATED LOAD FOR SERVICE
VA/240 V-
150 AMP SERYME
'NO— �-E CE.,UUO - IRGHEST I-- LOAD
�w FOR c�UlAno".-
NEUTRAL CALCULATION;
LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA
3000 VA 6 100%, REMAINDER 0 35%
NET LOAD; &,'b4e VA
RANGE: 12,000 f 10% 5,400 vA
DRYER: 5,000 0 10% 3500 VA
TOTAL 15,54e vA
NEUTRAL AMPACITY; 16,45S / 240 - 15 A
2 AL MINIMUM NEUTRAL CONDUCTOR.
PROVIDE 3-2/0 CU, THWN - M& CLI IN 2' CONDUIT OR 3
4/0 AL, THLUNI - No CU IN 2- CONDUIT
(CONDUIT TO TERMINATE ABOVE SOFFIT 0 OVERHANG.)
F— I
150 Ar-IF ELECTRICAL R15ER
NOT TO SCALE I-OM15INATIIIN SERVICE 11,11 AMP
DISCONNECT SWITCH AND 120/240 VOLT
GENERAL NOTES: ELECTRIC METER IN I PHASE
A. ELECTRICAL MATERIALS AND INSTALLATIONS $14ALL NEMA 3R ENCLOSURE MILO
COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5TH PANEL
EDITION (2014) LOCAL CODES, AND ALL LOCAL POLUER
COMPANY REOUIREMENTS.
E. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS MC5
NOTED OTHERWISE.
POWER COMPA
TRANSFORMER
GRADE
PROVIDE SO AMP, 120/240 VOLT, I PHASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CU) IN
1-1/2" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3
*210 ALUMINUM (AL) IN 2- , DIA SCHEDULE W PVC
CONDUIT UNLESS SERVICE 15 PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
TEL,EPHONE SERVICE CABLE TELEVISION
ENT lZANCE SERVICE ENTRANCE
EQUIPMENT EOUIPMENT
INTERSYSTEM 5ONDIW.
TERMINAL AT LOW
VOLT4/,E CONNECTIONS
1 -4 CLI SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE F5CR 5TH
EDITION (20L4)�
5/5" DIA X 5 rT LONG COPPER CLAD GROUND ROD
F"A NCR ITEC T-8-1
0I
/Gr'hao'
LOM
rodai In
lasp. n2c.
i"I N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA 111: 0003325
m"T
F-SUBDIV. & LO
SILVERADO
LOT 29
BLK 6
PROJECT#
04128.000-02961
MODEL:
4ENI3
1751-NEUVILLE"
GARAGE SWING:
LEFT
PAGE:
ELECTRICAL
PLAN
V.150 MPH EXP. B
-j
r MA9� �FM%Q I
11"PRINT
DATE: 11/09/17
SCALE: 1/4"=l'-O"
SHEET
5
HVAC NOTES
L ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER
MFG. REQUIREMENTS.
2� ALL DUCT SYSTEMS INSTALLED IN NON-CONDIVONED AREAS SHALL BE CONSTRUCTED OF A VALUE
OF NO LESS THEN R-6 RATING. ALL SEAMS $HALL BE SEALED WITH GLA55 F45 4 MASTIC. AND
INSTALLED AS PER FECR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603.
3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA SOA 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, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL.
OR OTHER MATERIALS AS PER FECR STH EDITION (2014) MECHANICAL CODE SECTION 603
6. ENCLOSED SUPPORT PLATFORMS $HALL BE CONSTRUCTED IN ACCORDANCE TO F51-R 5TH EDITION
(2014) MECHANICAL CODE r.03.1
1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND 61MILAR BATHING FIXTURES SHALL BE
MECHANICALLY VENTED IN ACCORDANCE WITH FECR 5TH EDITION (2014) MECHANICAL CODE
SECTION 403.
5. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE
RETURNED, TO EQUAL AIR EXHAUSTED,
15. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FiRE/6MOKE
DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS COORS TO
RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MR3. RECOMMENDATIONS AND FECR 5TH
EDITION (2014) MECHANICAL CODE SECTION &01,
10, GRILLES AND DIFFUSERS SHALL BE PROvIDED WITH BALANCING DAMPERS.
11. DRYER 5006TER TO BE A FANTECH D5r 5006TER FAN OR EQUAL,
FANTECH D5F 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX EL50WS_
NOTE
ALL HVAC TO HAVE PROPER
PANS W1 DRAINS
ATT
CEILING-\
-----EXTERIOR WALL
PLENUM
AIR RETURN
SUCTION AND LIQUID
AIR SUPPLY
REFRIGERANT LINES
AIR HANDLER
WALL
X�EXTERIOR
3/4'PVC CONDENSATE DPAIN LINE
EVAP. TR,4Y
PVC SLEEVE TO LINES BELOW SLAB
REFRIGERANT LINES TO
PLATFORM
RETURN
CONDENSING UNIT
TRAP DRAIN LINE AND TERMINATE
IN AN APROvED DRAIN, 45 PER
VMECHANICAL
FECR 5TH EDITION (2014)
5LDG. CODE
SECTION 301.2.1.1
HVAC
DRAINS
SCORIATED NICKEL FIN. FLOOR
BRONZE FL. PL. OR WALL
L -
BRASS PLUG
--------FITTING OR EXTENSION TO
SOIL OR WASTE 46
REQUIRED
—WADE 0240-K JOSAM D&O00
INSIDE/
SERIES NICKEL ER456 TOP
CAULK J
F-,VC OPTI/SPEC
4
INV. SEE
51TE PLAN
T FLOOR SLAB CLEAN —OUT (TYP.)
NT5
LEGEND
SUPPLY AIR DIFFUSER
RETURN AIR GRILL
SiDE-WALL OR 1 WAY DIFFUSER
SOLID LINE- SUPPLY TRUNK
BROKEN LINE- RETURN TRUNK
BALANCING DAMPER OR 05D
CEILING EXHAUST FAN
CEILING EXHAUST FAN 4 LIGHT
O/A
OUTSIDE AIR
(!)
THERM05TAT
CSJ
PASS-THRU AIR GRILL
SECURE STRAP TO CONC. C 10"N D IE N *�S�E R
W1 (2)-3/16'X2' TAPCONS UNIT
N WB ROLL STRAP
OR EQUAL
_��SIMPSON
4" CONCRETE SLAB SECURE STRAP TO UNIT W/ (2)
A-
8XI 1/4' 5PT. MTL. SCREWS
CONDENSER UNIT
CONNECTION TO PAD
NOTE: MAIN CONE). DRAIN 3/4" DIA.
OVER HEAD a 12' FROM STRUCTURE
COUNTERSUNK
CO. PLUG
SEE 5PEr
- - - - - - - - - -
VXV CONIC.
FIN. GRAIE 11
J_ A
OR PAVING
FITTING OR
EXTENSION TO SOL
OR WASTE AS
REQUIRED
jINv.5EE
_9`51TE 1-11-AN
@oEXT. GROUND CLEAN —OUT (TYP.)
N76
MECHANICAL PLAN
PROGRESSIVE AIR SYSTEMS 05/20/15
A It C N I T E C T iI
6
m I n
GrZOSO. n2c.
L �
L44i N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
P'SU13DIV. & MOT�
SILVERADO
LOT 29
BLK 6
1-ROJECT#
04128.000-02961
MODEL:
4ENI3
"1751-NEUVILLE"
GARAGE SWING:
LEFT
PAGE:
MECHANICAL
PLAN
L,150 MPH EXP. BJ
I I ARCHMECT
STATE OF R��A
m RINT
ATE: 11/09/17
SCALE: 1/4"=l'-O"
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6
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CONTROL DATE: 07/01/1
G r ZDe ign
oqUsjT..2,..
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAk 407-7744078
www.abdesigngroup.com
L AA #'. 0003325 A
"m"
F"BUDDIV. 4k WWI
SILVERADO
LOT 29
BLK 6
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04128.000-02961
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11 1751—NEUVILLE"
GARAGE 8MMIG:
LEFT
]PAGE:
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
VQ50 MPH EXP. Bj
F-PRINT
DAM 11/09/17
OCAIM 1/4'=l'-O"
8WE"
DI
FSECURE 2x& MIN. TO MILK W/ (2) h'
ANC44OR BOLT W/ 2' WA84-ER SET
.
EPDXY 4' 2MIMD,
SECURE 2x4 0 IN
TO E
FLAT TO MILK
W/ CUT NAILS,
SIDE&
2X6, GAIRACZ DOOR BUCK W (3)
)J'XS' J-DOLTS 4' EMBEDMENT MIN.
W/ 2`X2X6 WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR WDR. IN JOINTS
PRIOR TO FILLING,
I-2X6 PT BLOCK - CENTER OF
DOOR HEADER LLV(I))J'Xe* J-BOLTS
4'EMBEDMENT W/ 2'X2*>0.* WASHER
AND NUT
NOTES,
Ic
ALL ANCHORS $14ALL BE IN ACCORDANCE TO
MANJ�ACTURER'S INSTALLATION NSTRJCTICN9 WI -ERE
SUCH INSTRUCTIONS APE MORE STRINGENT
uAnAuz uuun
BU�!K MEN
VCARM.
_H q IJI 11
2X4X*SE
&'4'O,C. MAX TYP
2X4 SECURE TO 2X4 5LK W/2-12d
SECURE TO ELK Uy MrTA-16
W_,.�NSION @ OPT SERVICE DR.
2X4 SECURED TO
GABLE END
W(2A26.rA. UPRIGHT
2X4 SECURED TO
GAISLIE EWS tLV(2)12d
1 61-81 orc.
t
FRAMED OVERHANG
NOT USED
STICK BUILT WALL DETAIL
1/16, C
2x4 -
ISTM
PLATE
MAX
PRI TRUSSES W/ TFUS6
SPS . EA STUD TOP 4
BOTTOM
CONNECTOR VERIFY W/
FRAMIN6. PLAN
PRE-ENG, TRUSSES WITRUSS
7. N.
DO-OLE TOP PLATE
E
CONNECTOR UP TO -10"
UPLIFT
CRIPPLE STUD& . 16, 01C.
MAX
DOUBLE TOP PLATE
SIMPSON LSTA-12 - EA JACK
SIMPSON MOTA-24 . EA. JACK
STUD, BOTH SIDES OF
OPENING.
2XS STUDS, - 16' OjC. MAX W1
SHEATHING. SWEATWIWG TO BE
2x STUDS * 16'O.C. MAX W1
WITHIN J'CF WINDOW/ DOOR
514EATW &-lEATWING. TO BE
OPENW. AMD SECURE PER
i�ING.
WITWN OF WINDOW/ DICOR
FASTENER SCHEDULE
IW
OPEN , AND SECURE PER
(2) STUDS, (2) JACK$ . EA.
F46TENE R SC44EDULE
SIDE Or OPENING
KING STUDS (SEE HEADER
JACK STUD ASSEMBLY TO BE
r
SPAN 'WART FOR DETAILS
SECURED ONE PLY - A TIME,
A SPE
ND CFICATION)
USE 12d NAILS, TWO WITHIN 6'
JACKS (SEE HEADER SPAN
� EACH END 4 NO MOIRE
CHART FOR DETAILS AND
THAN 12' O.C. STAGGERED
SPECIFICATION)
WINDOW SILL W/CRtPPLE5 0
JACK STUD ASSEMBLY TO BE
16, Olc�
SECURED ONE PLY 0 A TIME.
USE 74 NAILS, TWO WITHIN 6'
�fjl&� ANCHOR BOLT
OIC. MAX WITW I -
FROM EAC44 END 4 NO MOPE
EMBEDMENT AND 2-
THAN 12'Or. STAGGERED
DIA. WASHER
SP4 OR W5 - TOP AND
-SIMPSON MSTAM-24 - EA
BOTTOM PLATE$ - EA. FULL
JACK, SECURED W
LENGTH STUD , BOTH SIDES
4
SPECIFIED ANCHORS
OF OPENING.
6WEATWIW. TO LAP TO TOP
OF MASONRY WALL.
2X& P.T. BOTTOM I'LATE
SWEATWw. MST NOT
L
BREAK ]'�4'MIK FROM 2ND
1
TYP. EXTERIOR WINDOW/ DOOR FLR. LINE�
rR')OPENING.._WD FRAMED (W/FLOOR TRUSS)
��j SCALE, V7'-I'-V'
FASTENER SQHEIDULE
ROOF DIAPHRAGM
USE 1/16' O.$B, OR 1/2' CDX PLY WITH 'S RW3 SWANK GUN MAILS AT 4- Or- AT
SUPPORTED PANEL EDGE& AND -S R11110 SHAW, GUN NAILS AT 6- D.C. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SWEATWIW. TO GABLE END FRAME
USE -S GUN NAILS � 4'OZ,
EXTERIOR SWEATWIW.
USE lAr,' 0A.M. OR V2' PLY WITH IS RING, SWANK CAN MAILI AT g,'O.C' AT
PANEL SIDES AND -6 RING, SWANK. GILIN NAILS 4'O.C. TOP 4 BOTTOM
PANEL AND 19 RING, WANK GUN NAILS AT 6'0r- AT
INTEFRMI!DIATE SUPPORTS, SEE DETAIL,
NOTE, RINd. SWANK 64JN NAILS &WALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
NAIL REQUIREMENTS
SIZE HEAD LENGTH DIATENSILE STIR
ad
ROUND FIE
"OD
2 3/0,
I
.113
I
110~
TOP CORID OCKIN3, AT 4'
5L
OR T
1
1
O.C. MAX IN FIRST 2 FRAMING
SPA/_aS AT EACH END.
NOTE, NAILS TO BE Ml�.. MEMBER OF INT.
RAFTER OR TIRM
3;
STAPLE, N� 0 L ASSOCIATION
�L
1 011, W
_44
2 RING AMETER OF
PROOF 64-11EATWING
ROUND HEAD DIAI-ETER
ROOF 5PEATPING LAYOU
ANC) ENDWALL 51-A-114-
BUILDING LENGTH
FOR GABLE END FRAMING
(��,WINDOW OPENING
2_STORY WALL
-A- — -1- - �- —
I E-6
z
g r--,
NOTE ; TYP. EXT, SHEATHING. ATTACHMENT
FOR i�iAR 4 UPLIFT (O.SZ� TO BE STRUCTURAL
GRADE) CONNECTORS FROM STUD TO PLATE APE
NOT REQUIRED EXCEPT * OPSNW-,S
TYP. EXT. &-ffATWIW, ATTACHMENT p
FOR WALL SWEAT4W. �065 TO BE
STRUCTURAL GIRADE)
F-11
(L -
'S RING, 844A),K GUNNAILS
w Or:_ N FIELD
SWEATWIW. (O.SZ. TO BE STRUCTURAL GRADE)
-0 2' DECK SaRIEWS - &'-S'
-'O,C. MAX . EDGE$ 4 12- 04.
MAX IN FIELD, UNTHREADED
SHANK. TO EXTEND BEYOND'
TH100EM OF SUB -FLOOR
SHEATHING
TYP. 3/4' T4G SUB -FLOOR DECKW. GLUED 70
ALL EXPOSED MEMBERS
2X4 D5L.TOP PLATE
2X4 STUD 16' 04.
-VI6* O&B.
V21 Ada. tul MN.
11 EMBEDMENT
LOCATE 6`8' FROM ENDS
. �2' O.C. MAX,
TEXTURED FINISH
CA'IU WALL
KNEE WALL DETAIL
TO BLOCK
&-ALr. i/2,-v-v
SECURE 2x TO BLOCK
W1 (2) I''rAPCONS OR
DRIVE PIN
(MrN SHAM SIZE A45)
(MIN EMBED. I k)
LWTI4N S'OF EAC
END AND 10' OZ. MAX
SPACING,
J'O-SB SWEATWW. OR-�
COX PLYWOOD
I i
2x4 13L.C.5771
CMU WALL.
ARCH nW�INDO FRAME (_A`�SECTION
PRE-EW. TftS5
DBL. 2X TOP PLATE
1/16, OAS,
2X BLOCKING -
TOP OF
JZOZZ'
2X STUD$ 16' OZ, MAX.
2X BTM. PLATE
S/4' FLOOR DECKING
PRE- ENGINEERED
FLOOR TFRU"
2X4 - TOP 4
BOTTOM C4DNT.
W/ (5) 12d NAILS
SLK_ WALL —
(D CONTINUOUS SHEATHING TO BEGIN AT TOP Or ELK
W1 1/4' GAP FROM BILK TO OZZ.
(1) HORIZONTAL 2X SPP. STRUCTURAL BLOCKING AT
PERIMETER OF 0,6.5. TO PROVIDE CONT. NAIL PATTERN
(5) REMAINING AREA To BE swEATwEv FRom DEL. TOP
PLATE TO WMIZONTAL BLOCKING.
SHEATHING . TOP OF WOOD FRAMED WALL TO BE
STAII�FFED MIR OF 16' FROM 844EET BELOW
@) INSTALL ALL SWEETS WIFACE GRAIN PARALLEL
TO STUDS
EXT. WALL SHEATHING
SCALE, 1/2*.1'-0*
6
Dest
G%010.2.
1"I N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesign9roup.com
AA 111: 25
E
F-summ & xonl
SILVERADO
LOT 29
BLK 6
FROJMT#
04128.000-02961
mo
4ENB
"1751-NEUVILLE"
GARAGM BWJNG-.
LEFT
PAGM:
misc.
DETAILS
t,,150 MPH EXP. Bj
wk - L A I
I BOAUE 1/4"=V-0"
wimm"
D2
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER F5CR
FM05.21 ON a- O.S.B.
SHEATHING OR J' COX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
17. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x(o 91.15-15AND
PER ELEVATIONS
VENTED ALUM. SOFFIT
EMBED. STRAP VERIFY W1
TRUSS PLAN
%' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
0=00 0
HIM-
!;-7
I. 1�_ �_.
4
�EE ENERGY CODE FORMS
:OR INSULATION R-vALUE6
I GYPSUM BOARD OR �, HIGI
-TRENGTW CLG. 50AFRD
:ONC. FILLED LINTEL eLK W1
1) 05 REeAR CONTINUOUS
IRECA5T LINTEL
,EE ENERGY CODE FORMS
OR INSULATION R-vALUES
JINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) 05 REBAR VERTICALLY
W1 CONC. POURED CELL
Ix2 F.T. FURRING STRIPS
fD Iro ' O.C.
a, CMU
1/2'GYP, WL. BD.
WOOD BASE
1—STORY
BLOCK WALL
111ro' 0.5.5. OR j- CDX
TYVEK 5UILDIW3 WRAP
FORTIF15ER BLDG PAIm
GALv'D MTL. LATH
1/8' TEXTURED
F-IN15W e WOOD
)s' TO WMID WALL
WEEP SCRIEZED
-a, Cmu
-5/8' TEXTURED
FINISH ID MASONRY
WEEP SCREED
DETAIL 05) WOOD TO
2 W"' k-ul"
SCALE: 1
lNOT USED
)-N= —
a, cm
�'DIRYWALL
FIBERGLASS SHINGLES OVER
030 FELT PAPER INSTALLED
2x4 BLOCKING BETWEEN
___�TRUSSES
PER rBCR RS0521 ON
W14ERE 'X* 5RACI
O.S.B. SHEATHING OR J, cox
19 PRESENT
PLYWOOD SECURED PER
FASTENER SCHEDULE) -----PRE-ENG
GABLE TRUSS
I'll. Ix2 W1 MTL. DRIP EDGE 17-
2x4 NAILER
2x4 OR 2xro SU5-5ANDJ
CONT. 2x4 RAT RUN SECUM
PER ELEVATIONS 'y'f
W/ (2)126's e EACH TRUSS
T
VENTED ALUM. SOFFIT OR
TO BE INSTALLED * MID.
Y
POINT OF TRUSS SPAN, OR
STIFF5ACK (SEE SEALED
101-01 O.C� MAX.
TRUSS ENG. FOR 51ZE 4 ---5EE
ENERGY CODE FOR116
CONDITION.)
FOR INSULATION R-vALLIES
OZ.B. SHEATHING OR J'
1, Gypsum BOARD OR
CDX PLYWOOD. ATTACHED
HIGH STRENGTH CLG.
PER FASTENER SCHEDULE
BOARD
ON SHEET D�
1/8' THICK, 3 COAT
CONC. FILLED LINTEL 5LK I
PORTLAND CEMENT PLASTER
(1) S RE15AR CONTINUOUS
OVER EXPANDED GALv'D
SEE ENERGY CODE FORMS
METAL LATH ON FORTIFIBER I
FOR INSULATION R-VALUES
JUMBOTEX GRADE 'D* PAPER
PRECAST LINTEL
OVER TYVEK BUILDING WRAP
WINDOW ATTACHMENT AS
(REFER TO STUCCO SPECS
PER MANUFACTURES
FOR COMPLETE INFORMATION)
SPECIFICATIONS
WEEP SCREED
PRECAST SILL
(SEE DETAIL 2)
(1) S RE5AR VERTICALLY
SECURE GABLE TO 2xr&o P.T.
W1 CONC. POURED CELL
PLATE W1 12d's VOC. MAX
Ix2 F.T. FURRING STRIPS
Is Iro' OC,
SECURE 2xro PT. PLATE TO
a. CMU
BLK W/ j'xV ANCHOR BOLT W1
1/2'GYP. WL. 5D.
2'WA5HER SET IN SlMPSON
D BASE
HIGH STRENGTH EPDXY I -
EMBED. MIN, 0 32' OC MAX.
%'THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY x
E�
1—STORY GABLE
A� BLOCK WALL
SCALE: 3/4'.1'-0'
I`XA' OR I-,C' P ' T' NAILER
Ix4 P.T. OR %'X4' MIR SECURE
THRU PRAME , EXTEND I-&
INTO BLOCK W/ V TAPCON6
OR DRIVE PIN
?MR SWANK HIS
ZE 300
MIR E _41
END A Is*
C.C.
DOOR CASING
DOO_RJAMFOR_kWNDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE, $HIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V)
DOOR JAMB
TO BLOCK +3/4 OR +5/4
(_-�_�WINDOW�TO BLOCK +3Z4 OR +5/4
SCALE:
2X4i
SECURE TO BLOCK lill
TAPC4" OR DRIVE PIN
(MIN. SHAW SIZE .145
MIR HEAD SIZE "
MIN. EMBEDMENT 1)1,*)
LUITWIN 8' OF EACH END 4
IS- Or- MAX SPACINd..
Z>w CEO
IA OMM41"
OEMTo
(MIR SHAW SIZE.10
MIR HEAD SIZE 3M
MIN, EMBEDMENT 114'�
WITHIN V OF EAC44 END 4
_W
IS' Ot% MAX SPA r
a, cm
2X91 c3m
)i DRYWALL
.00
SECURE TO 5L _K Wni;�
TAF-4" OR DRIVE P
I'XA' OR t`>Q'P.T. NAJLER
(MIR SW" IZE J45
-DOOR
MIR WEAD SIZE! 300
J—AMB-OR WINDOW
MIR EMBEDMENT I I
ATTACJ4 TO 2X PER
!T!tll In 5!! LAS.�4.
.. DETAILS.
NOTE� SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED J' *)
DOOR JAMB TO BLOCK +1-1/2"
rp� WINDOW TO BLOCK +1-1/2"
����-AL.E, �1*1-- �
ZX4� CM
SECURE TO BLOCK W/
TARCONS OR DRIVE PIN
(MIN. SHAW SIZE J4S
MR HEAD SIZE 1500
MIN. EMBEDMENT I V)
UT14IN 8' OF EACH END 4
18'O.C. MAX SPACIW�
2X6, CEO
SECURE TO BLOCK W/2-V
TAPCONS OR VE PIN
(MI SINIANK. SIZE 345
MIN. HEAD SIZE 3300
MR EMBEDMENT I Y,-)
LUllWIN S' OF EACH END 4
18' Or_ MAX 6PACIW�
2XS, CM
SECIAM TO BLOCK W/2-%,
TAIRCONS OR DRIVE PIN
(MIN. SH" SIZE .145
MIN. WEAD SIZE 300
MIN. EI-MOMENT I yll)
UM714IN S'Or RAC44 Er�/
18' OC. MAX SPACING -
STRUCTURAL 2X MUST
OUTSIDE 4 SECURED
644 NON-ST%dJCTURAL
-CCN MrN. I-YA'
*IEWT INTO BLOCK.
I
11,14ILL
IR VX2- P.T. 14ALER
a X 4'MK
CASW.
JAMIS OR WINDOW
W TO ZX PER
ACTURES DETAIL&
NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4')
DOOR JAMB
TO BLOCK +1-15/16"
WINDOW TO BLOCK +1-15/16"
2X4:
SECURE TO BLOCK UY
TAPCONS OR DRIVE PIN
(MIN , SHAW SIZE �14ID
MIR 4� SIZE me
MIR EMBEDMENT I Y.)
WITHIN 0' OF EACH 90 1
is' OC. MAX SPACIN&
2X6� CIO
SECURE TO BLOCK W/2,%'
NOTEi STRUCTURAL 2X "JOT
TAPCONS OR DRIVE PIN
ISE ON OUTSIDE 4 SECURED
(MIN. SWANK SIZE `4S
YWROLU44 WON'STIQUICTURAL
MIR 14EAD SIZE 3"
%' TAPCON MIR I-V
MR EMBEDMENT I Y,-)
EMBEDMENT INTO BLOCK
WITHIN S' OF EAC44 END A
v cm
18' Or- MAX SPACIW�
\::)i' DRYWALL
2X9, CIM
SECURE TO BLOCK W'2-%.
I'X4' Olt l'X2' P.T. NAILER
TAPC4" OR DRIVE PIN
I' P.T. X 4- MIN,
(MR. SHAW, SIZZ.145
DOOR CAISM
MR WL40 SIZE 3m
DOOR JAMB OR WINDOW
MR EMBEDMENT I Y4-)
ATTACH TO 2X MR
�1!tt E-AIF5- ,
DETAILS.
NOMs SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A')
DOOR JAMB TO BLOCK +2 1
&__nNDOW TO BLOCK +2 1/
WI _�
D WALE,
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER F5CR
RS05.21 ON a' OSB.
SHEATHING OR J' COX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. Ix2 W1 MTL. DRIP EDGE
2x4 OR 2xC� 9UB-5AND
PER ELEVATIONS
VENTED ALUM. SOFFIT
STIFFBACK (SEE SEALED
TRUSS ENG. FOR SIZE 4
CONDITION.)-
0.5.D. SHEATHING OR j-
CDX PLYWOOD. ATTACHED
PER FASTENER SCHEDULE
ON SHEET D5
-716- 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)
LLEEP $CREED
(SEE DETAIL 2)
SECURE GABLE TO 2x(o P.T.
PLATE W1 12d's 8' O.C. MAX
SECURE 2xb PT. PLATE TO
5LK W/ J'xc3' ANCHOR BOLT
W/ 2' WASHER SET IN SIMP50N
HIGH STRENGTH EPDXY I'
EMBED, MIN. 0 32' OC MAX,
%'THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
2x4 BLOCKING BETWEEN
TRUSSES 11,44ERE 'X' BRACING
15 PRESENT
PRE-ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED W1 (2)
l2d's o EACH TRUSS
TO BE INSTALLED * MID. POINT OF
Typ. TRUSS 6PAN, OR 10'-V O.C. MAX.
SEE ENERGY CODE FORMS
FOR INSULATION R-vALUES
I- GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
2x4 NAILER
2x4 0 24'O.C. to INTERIOR
KNEE WALL
CONIC, FILLED LINTEL BLK W/
(1) S REBAR CONTINUOUS
I If I"
DIRECTLY TO MASONRY
I —STORY G,�BLE
W/ VAULT CLG.
Uj__Bp� BLOCK WALL
SCALE: 3/4'-l'-O'
2X4z CM
SECURE TO BLOCK W/
TAPC" OR DRIVE PIN
(Mll-t SHAW SIZE .14b
MR. HEAD SIZE 300
MR EMBEDMENT I W)
WITHIN 8' OF EACH END 4
IW OC. MAX SPACtW�
ZX6, CEM
SECIJRE TO BLOCK Wn-%'
TAPCONS OR DRIVE PIN
F1
(MR. SHANK SIZE .149,
BE ON OUTSIDE 4 SECURED
MIR HEAD SIZE 2-00
THROUGH NOW-STRIACTURAL
MIN. EMIBEOMENT OW)
TAPCCN MR lAW
WITHIN VOF EAC44 END 4
*'O,C. MAX SPACING.
a, CHU
�h'
2>00� CMM
DRYWALL
SECURE TO BLOCK UJ,2-%.
TAPCONS OR DRIVE PIN
I'X4' OR I'X2' P.T. NAILER
(MR SHAW, SIZE.14S
DOOR CASIw.
MIN. HEAD SIZE 3-cc
DOOR JAMB OR WINDOW
MIR EM590MNT 0111)
ATTAC44 TO ZX PER
WI WIN S' OF EACH END 4
VO.C. MAX SPACIWT 4
MANUFACTURES DETAILS.
NOTE� SWIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +3"
p, WINDOW TO BLOCK +3"
WALE� V.1'-V
2X4. =
SECURE TO BLOCK Wt
TAPCONS OR DRIVE PIN
(MIR SHAW SIZE .145
MIN. HEAD SIZE 300
MR EmmeomENT I jw)
WIT14IN O'OF EACH END 4
W0,C MAX SPACINd.
NOTE- STRUCTURAL 2X MUST
BE CN OUTSIDE 4 SECURED
TWROU13W NON'STRUCTUlilli
2x6a CE12
%'TAPCON MR I-YA'
SECURE To mam/.21�v.,
EMBEDMENT 14TO ISLOCK.
TAPCCNS OR I
CMIK SHAW 61ZE.45
MIN. HEAD SIZE "
I DRYWALL
MIN. EMBEDMENT 1)"')
WITHIN V OF EAC14 END 4
I'X4' OR IX2' P.T. NAILER
18' OC. MAX SPACW�
2ND 2X SECURE TO
ZX& COW
STRUCTURAL MEMBER W/(2A2d
SECURE 7 BLOCK W/2-V
WITHIN WOF EACH END 4 6'
TAPCONSO ATOS
OR DRIVE Pll�N
Or
_MAX
(MIN. SHAW SIZE J4b
DOOR CASW.
MIN. MEAD SIZE 3CO
DOOR JAMB OR WINDOW
M K EMBEOI� I V)
ATTACH TO 2X FEW
WITHIN S' OF EAC44 END d
V OC� MAX SPAr W
MAMPACTURE6 DETAILS.
NbOTE� SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +3"
rv'� WINDOW TO BLOCK +T
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) 05 RE5AR VERTICALLY
W/ CONIC. POURED CELL
Ix2 F.T. FURRING STRIPS
* 19>1 O.C.
a, Ct_Iu
1/2, GYP. WL. 50.
WOOD BASE
NOTE:
PER FeCR c305.21 - FOR ROOF SLOPES 2:12 TO
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
S*T'STEM 15 REQUIRED, FOR ROOF SLOPES OF:
4d2 OR GREATER, (1) LAYER UNDERLAYMENT 16
PERMITTED BUT MUST BE PER ASTM D226 TYPE
11, ASTM D 48613 TYPE IV, OR ASTM D 6157
2X4� CM
SECURE TO BLOCK W&4'
TAPOONS OR DRIVE PIN
(MIR SHAW, SIZE .145
MIN. 14EAD SIZE 300
MIR EMBEDmEw I Y.)
LUIT44IN 8' OF EACH END 4
is 'OjC. MAX SPACING-
2X9,: CIM
SECURE TO SL w1l;t14/4.
NOTE� STRUCTURAL IX MUST
)R r=
TAPOONS C I P
BE ON OUT61DE A SECURED
(MR SHANK SIZE.145
TWROU15,14 WON -STRUCTURAL
MIR HEAD SIZE 3-00
%'TAPCON MIR I-V
MR EMBEDMENT 1)�.)
01SEDMENT 94TO BLOCK
>
UTWIN V or EACH 04D
IS' O.C. MAX WAC�
CM
2X&
)9 DRYWALL
I I/
SECURE To BLOCK , LUA� 1/4.
l*X4'ORI'X2'P.T.N ILER
PI
TAPC4" OR DRIV 'IN
E
V OAB, X 4' MIR
(MIN SHAW, SIZE.WIS
MR4AV SIZE 3M
DOOR CASW.
MIR EMBEDMENT I Y,')
UT14IN $' OF EAC14 END 4
DOM JAM OR WINDOW
ATTACH TO 2X R
is, o,� MAX SpAcIW..
MANUFACTURES DETAILS.
NOTE, SWIM AS NEEDED TO PLUMB JAM15 (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +3-7/16"
WINDOW TO BLOCK
+3-7/16"
SCALE� V-I'-V
2XA: CIO
SECURE TO BLOCK WA4'
TAPCONS Olt DRIVE PIN
(MIN. SWANK size Io
MR HEAD SIZE 300
MR EMBEDMENT I jl")
WITHIN WOP EAC14 END 4
18' OZ. MAX SPACRa
2X6: CM
X WPl
SECURE 71 OL
TAPCONS VE -IN
OR
STRU-URAL
(MIN. SHANK SIZE 345
BE ON OUTSIDE 4 SECURED
MIR 14EAD SIZE 300
TWROUGI4 WON -STRUCTURAL
MIR
==miq 1-?4-
UMT14IN 8',
INTO BLOCK
,..o C. MAX SPArW�
v cm
�,15'
ZX& C�
DRYWALL
SECURE TO BLOCK WA-1/4
TAPCONS OR DRIVE PIN
I-' OR I'-* P-1. HAILER
(MR SWANK SIZE J45
I' P.T. X 4'MR
MIR HEAD 612S 3"
DOOR CASW.
MR. EMBEDMENT I Y..)
UT441H D'OF EAC44 END 4
DOOR JAMB OR 04DOW
Is- OjC. MAX SpACM,
ATTACH TO 2X PER
MANUFACTURE& DETAILS
NaM� SWIM AS NEEDED TO PLUM15 JAM15 (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +3 3/4"
BLOCK +3 3
T-T WINDOW TO /4"
L�) SCALE. V.V-V*
OOA R C N I T E C T 5-1
6
G gb, n
M 10.2c.
1441 N. RONALD REAGAN BLVD
LONGWOOD FL32750
PH: 407-7�4-6078
FAX- 407-774-4078
ww%,deslgngroup.com
#:0003325 i
"N
wj=rv. a. La n
SILVERADO
LOT 29
1 BLK 6
PRDJWT#
04128.000-02961
MODIMA
4ENB
1751-NEUVILLE"
GAZtAGE INWING:
LEFT
PAGW.
MONOLITHIC
1—STORY
WALL
SECTIONS & NOTES
50 MPH EXP..
rPDM&z 11/09/17
840,411,1M 1/4"=l'-0"
a no
lmom
-lrJ"'\ 3
FIBERGLASS SHINGLES
OVER *30 FELT PAPER
INSTALLED PER FBCR
R'BO52.1 ON a, O.S.B.
SHEATHING OR J' COX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE -ENG TRUSS
P,T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2xI�, 5UB-BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
DOUBLE TOP PLATE
WINDOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER
SPAN C34ART FOR
DETAILS
O.S.B. SHEATHING OR J-
CDX PLYWOOD,
ATTACHED PER FASTENER
SCHEDULE ON SHEET D5 ,
I/V THICK, 3 C014T
PORTLAND CEMENT
PLASTER OVER
EXPANDED GALVD
METAL LATH ON
FORTIF15ER JUM50TEX
GRADE '0' 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, * TOP AND BT.
OF FLR TRUSS (TOP 2x4
SUPPORTS BT PLATE OF
2ND FLR, BTM. 2x4 15 FOR
WALL SHEAT14ING NAILER)
FASTEN EACH 2X4 R1550N
W1 (5)126 NAILS * EACH
rRuss. 5TM. RIBBON TO BE
P.T.
WEEP -SCREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W1 TRUSS PLAN
V THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2—STORY
FIRST FLOOR
BLOCK SECOND
(—,--�FLOOR FRAME
2x STUDS a Iro' C
INSUL., SEE ENEF
FORMS FOR I
T 4 G suBrLC
AND -a---REWE
FASTENER
PRE-ENG FLOOR TRUSS
SIMPSON HETA-Iro EMBED,
STRAP 0 32' O.C. MAX VERIFY
W1 TRUSS PLAN
G�T-p5um BOARD OR I -
HIGH STRENGTH CLG, BOARD
2
�x
FLOOR
,EE ENERGY CODE FORMS
OR INSULATION R-vALUES
'GYPSUM BOARD OR
lIGH STRENGTH CLG,
�OARID
W15T STRAP VERIFY W1
RUSS PLAN
JINDOW ATTACHMENT AS
DER MANUFACTURES
PPECIFICATIONS
WINDOW SILL
2x STUDS a I&' or- MAX W1
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
J' T 4 G SUEFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRS-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
J'GYPSUM BOARD OR J'
PIGP STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK W/
(1) S REBAR CONTINUOUS
SEE ENERGY CODE FORMS
FOR INSULATION R-VALLIES
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) S RE5AR VERTICALLY
LLJ/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
6 Irol or -
a, CMU
1/2, GYP. WL� BD,
WOOD BA6E
fij O.S.B. SHEATHING OR J- COX
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET
05
1/8' THICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
EXPANDED GALV'r:> METAL LATH
ON FORTIFIBER JUM50TEX
GRADE 'D' PAPER OVER TYVEK
BUILDING WRAP (f -ENO
RET
STUCCO SPECS FOR PLETE
INFORMATION)
2x4 CONT. 6 TOP AND 5T. OF
FLR TRUSS (TOP 2x4 SUPPORTS
5T PLATE OF 2ND FLR, 5TM. 2x4
15 FOR WALL SHEATHING NAILER)
FASTEN EACH 2X4 R15BON W/ (5)
126 NAILS a EACH TRU55. BTM.
R15BON TO BE P.T.
WEEP SCREED
.(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W1 TRUSS PLAN
%'THICK, 3 COAT PORTLAND
CEMENT PLASTER: APPLIED
DIRECTLY 70 MASONRY
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
FnO521 ON a' O.S.5.
SHEATHING OR J'CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x& SU5-BAND PER
ELEVATIONS
VENTED ALUM. SOFFIT
STIFFBACK (SSE SEALED
TRUSS ENG. FOR SIZE 4
CONDITION)
SECURE 2x4 PLATE TO WALL W/
i'xro'THRU-5OLTS,m 32' O.C.
MAX THEN SECURE GABLE TO
2x4 PLATE W/ 12d's S' O.C. MAX
OR
SECURE GABLE TO DBL TOP
PLATE W1 SIMPSON HTC4 * 24'
O.C. MAX
WINDOW HEADER SIZE VARIES
PER WINDOW OPENING SEE
HEADER $PAN CHART FOR
DETAILS
C.S.B. SHEATHING OR J, r-Dx
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET
D5
1/6'THICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
EXPANDED GALVD METAL LATH
ON FORTIFIBER JUMBOTEX
GRADE 'D' PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
NOTE; SHEATHING MUST NOT
BREAK 1'-4' MIN. FROM 2ND FLR
LINE
2x4 CONT. o TOP AND BT. OF
FLR TRUSS (TOP 2x4 SUPPORTS
BT PLATE Or 2ND FLR, 5TM, 2x4
19 FOR WALL SHEATHING
NAILER) FASTEN EACH 2X4
RIBBON W1 (5)12d NAILS 6
EACH TRUSS. BTM. RIBBON TO
BE PT. -
WEEP SCREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W1 TRUSS PLAN
%'TPICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED -
DIRECTLY TO MASONRY
2—STORY GABLE
FIRST FLOOR
BLOCK SECOND
1 ATLOOR FRAME
't-i a�Al M 21A- 11 ^-
CONNECTION AT PARALLEL
2x4 BLOCKING BETWEEN
TRUSSES UJ14ERE 'X' BRACING
15 PRESENT
PRE-ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED
W/ (2)12d's 0 EACH TRUSS
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
I- GYPSUM BOARD OR
HIGH STRENGTH CLG,
BOARD
DOUBLE TOP PLATE
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
WINDOW SILL
2x STUDS 6 Iro' O.C. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
J' T 4 G 5UBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRU56
(INSTALL PER MFG. SPECS.)
1, GYP5um BOARD OR
HIGH STRENGTH CLG.
BOARD
CONIC. FILLED LINTEL BLK W1
(1) S REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
PRECAST SILL
(1) S REBAR VERTICALLY
W1 CONC. POURED CELL
Ix2 P.T. FURRING 5TRIP5
6 16, OC.
a, CMU
1/2, GYP. WL. BD.
WOOD BASE
2x STUDS tv 16' O.r- MAX W/
INSUL, SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
J' T 4 G SUBPLOOR GLUEr->
AND SCREWED AS PER
FASTENER SCHEDULE
NOTE:
PER F5CR S0521 - 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 15
PERMITTED BUT MUST BE PER ASTM D22ro TYPE
11, ASTM D 45&S TYPE IV, OR ASTM D ro-15-1
3/4' T 4 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE ON
SHEET D2
PRE-ENG FLOOR TRU55
FASTEN EACH 2X4 RIBBON W/
(5)12d NAILS * EACH TRU55
Gypsum BOARD OR
5TM. RIBBON TO BE P - T
HIGH STRENGTH CLG.
BOARD
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPEC5.)
CONC, FILLED LINTEL BLK W1
(1) S REBAR CONTINUOUS
CONC. FILLED LINTEL BLK W/1
(1) 05 REBAR CONTINUOUS
RIBBON
S—
AFASTENING DETAIL
SC tAL E.;T3 1,4'- 1'- 0'
FIBERGLASS SHINGLES
OVER *30 FELT PAPER
INSTALLED PER FBCR
RS05.2.1 ON J'OS.B.
SHEATHING OR J'CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2xro SUB-5AND
PER ELEVATIONS
VENTED ALUM. SOFFIT
1,0000 UPLIFT
CONNECTOR
2x8 SYP 02
DEL TOP
PLATE
WALL —
SHEATHING
2x8 SYP 02 —
WOOD STUDS
AT 12' O.C. MAX
2x6 P.T. SYP 02
SOLE PLATE
S REBAR 0 I(o'
O.C. MAX, IN
CONCRETE
POURED CELL,
VERIFY PER
PLAN.
SEE ENERG �
CODE roRms
FOR
INSULATION
R-vALUES
E 1L 2� c�
< -4
WALL
SECTION
WOOD
FRAME TO
5� . EA. END (�) .
SPACE STRAM Ab FOLLOIX5,
-)10 MPI4 V, 32- Or-
10 MPI4 r. . , 32' OZ,
W MP14 S', 40 or-
-1,40 MPN 'C' 46 01C.
TOP OF STUD "LL
&DLE
F-
TOP OF
`MAI�UJAL� - 1
O-U BLOCK WALL
SEE ENERGY CODE FOFelS
FOR INSULATION R-VALUES
1, Gypsum BOARD OR
HIGH STRENGTH CLG.
BOARD
SIMPSON
SP2 * EA,
2Xa STUD
J* DRY WALL
J' DIA ANCHOR BOLT
AT 16' O.C. MAX WITH '1'
EMBEDMENT AND 2'
DIA. WASHER
5IMfl5ON SPI
* EA. 2X6
STUD
(1) COURSE TIE-15EAM
POURED SOLID WITH
CONCRETE. (1) 05
REBAR HORtIZONTALLY
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
PRECAST 5 LL
Ix2 P.T, FURRING STRIPS
o Iro' O.C.
a, cmu
1/2 GYP. WL. 15D.
(1) 04 CONTINUOUS REBAR
WOOD BASE
04 RE5AR 48' LOWS
Wlro'HOOK 0 24'OC,
MIN. 24' IN SLAB
N r/02'-O` 0-11N.
4' CONC., RE INF. W/ ro'xro'
WIAXW1.40 WWM ON ro-MIL POLY
ETHYLENE VAPOR RETARDER ON
WELL -COMPACTED CLEAN FILL
TERMITE TREATMENT SHALL BE
BORA-CARE
(3) S REBAR ON CHAIRS
�ACE STRA" SPACED 11
AND PASTENED AS
SHOUN WITH ONE
ADDITIONAL STRAP AT
EAC44 WINDOW KW. STUD
"L
MIN (10) 10d COMMON NAILS
INTO STM (0J4S CIA X 1 1/2'
LOWW
FILL ALL REM4rNW. STRAP
WO-Eb W1 10d NAILS 04TO
WOOD BACKW.
DO NOT PLACE SCREW IN
TOP WOLE NEAREST TO TOP
OF CM BLOCK WALL
CC*MCT BOTTOM OF
STRAP TO CM BLOCK UALL
W1 (1),'�Ab' DIA, X 1- 114'
LOWa TAPCON MASONRY
SCREUJS
EXTERIOR STUD WALL CONNECTION
r��TO FIRST FLOOR MASONRY WALL
A R C N I T E C T 3-1
6
oft,
u pin
G rMo MOE.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAK 407-7744078
www.abdesigngroup.com
AA #: 0003326
E as
S VE
IL 1 RADO
LV
LOT 29
Lorl
BLIK 6
PROJMT#
04128.000-02961
MODRU
4ENI3
"1751-NEUVILLE"
GAP.AGZ NVMG:
LEFT
PAGIR:
MONOLITHIC
2—STORY
WALL
SECTIONS & NOTES
Q150 MPH EXP. Bj
E!
I"plan" '9
DATjb _11/09/17
scAuc: 1/4"=l'-O"
m*now
%. D 4
PFWCAST WEADERIMN)
2 X 4 (MIN 2 X 3� 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIMAS
MIN HEAD SIZE 300
MIN EMEED""ENY )1/41)
VPROM BAC14 END �ANOIWS'
.1
MAX` MIN 1-1/4. EMBE
of
2 X & (MIN 2 X 3) 2-3/16 TAPCON A
SWANK SIZE
OR DRIVE PIN (MI &tANK SIV-145
MINNWAD SIZE 300
MIN EMBEDMENT 1 1/4')
8* FROM EACH END AND 10'
0C. MAX. M"""'E"BED"B"T
2 X . IMIN I X 3) 2-3116 'l.APCDN
OR DRIVE PIN fMIN SW ZE "j,
' 1 .10
MIN HEAD at 3
AW ZE to
2X4 SOLID ELocKII
Dt-LENT 1/4)
MIN o" E 1
9E CURE TO SWEAT14ING W/
PROM E !. END AND 18
M, N. 2-12d PER BLK EA. END
MAX. MIN 1-1/4' E MBECMENT
1116' OW 614EATWINS.
CMU WALL
ARCHWAY DETAIL
rl_'�i6" AND UNDER
DEL' 'POP PLATE
2X4 16' OC. MAX
SECURE 2X4 W/ 2-V
TAPC" OR DRIVE PIN
(MIRSWANK IZE.W&M(K
MAD SfSZE _." H
EM5E VOIN D'
EA. ENN`X`OTWT 10 EXCE D
WO.C. MAX
ISL 2X4 SOLIC
OCKW. SECUM
TO SHEATHING WITI�
MR 2�12d PER ISLK
EA� PC
PRECAST WEADEWMIN)
2 4 (MIN 2 X 3)1-3/16 TAPCON
OR DRIVE PO4 (MIN SWANK e.IZEJ45
MIN WAD SIZE 300
DM. TOP PLATE
MIN EMBEDMENT 1 1/49
2X4 16'0.r- MAX
FROM EAC34 END AND 18'
SECU 2X4 TO
WOOD W/2-RE
- 6'-V
_MAX. MIN 1-1/4' EMBEDMENT
or
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
O.C. ;T12d
OR DRIVE PIN (MIN SWANK 601.14!�
MIN HEAD SIZE MO I
V
MIN Ef-iSEDMENT 1 1/41)
SECURE 2X4 W1 246'
0' PROM EACH END AND 0-
TAPOONS OR DRIVE
r
O.C. MAX MIN 1-1/4' EMBEDMENT
PIN (MOIL SWANK 6 ZE
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
.149, MIN. HEAD SIZE
OR DRIVI PIN (MIN SWANK SIZE.145
-I" MR
EMBEDMENT 1)'A'WIIN
MIN HEAD 8'ZE,3"
1/16'065 "AIWING
5' EA END NOT TO
4F:,CkUJAY
M *4 EMBEDMENT 1/4')
2X4 *'OC� MAX —
EXCEED 19'0r-
FROM EACH END AND 16'
(WHEN OVER 16- IN WEIGHT.)
MAX
IST.PLATE
_..,
M AX MIN 1.1/4'EMBEDMENT
2X4 SOLID BLOCKING —
2X4 SOLID
SECURE TO SWEATWIWG III/
BLOCKING SECURE
TO SWEATWN& WIT14
V2' PLYWOOD
OR 1/16' OAA
MIN. 2-12d PER ELK EA END
r,--,\EXTERIOR ARCHWAY
1,W OjSAk OR �y PLYWOOD SWEATWW,
-30 ELM FELT
24' WIDE 2o GA. GALVANIZED METAL
FLASHING
(D MJST ADD DISIV, 36- WIDE AND
AND MAT BE A MIN 24' ODE METAL.
rimEnsLAss swNGo_Es
rr--'\CLOSED VALLEY FLASHING DETAIL
N �T..
4 T
I �L& B EXT.
o= 4 TIE
S'MPSON
SP4 32'
SIMPSON SIP4 2X4 i;;L Top PLATE
01C.
12' O.C. In' DRYWALL
WOOD STUD$ -16'0,c�
/"_2)C4
UNLO. ON TRUSS PLAN
2X4 CONT. STRE"
BLOCKING. MID -WALL
x4 PT. ATE
SIMPSON SP4
32' D.C. MAX
I vx�
V2*XS' AS. a2' D.C.
I EMBEDMENT
T
SLAB
'-2 -54 CONT.
I -STORY
INT. BEARING WALL
E' n
���TE� 1O=.LLS" PLIFT OR
W/No U
WAS FLOOR LOAD ONLY , DO NOT
INSTALL CONNECTORS.
16, orc. MAX,
T4
IST F OOR STUDS To
IND L
SI FLOOR STUDS
MPSON MSTA-36 32'
O.C. MAX
PRE-EW. FL TRUSS
COR
DOUBLE TOP PLATE
2x4 CONTIN01,16 STRESS
BLOCKIWS MID WALL
2x4 STUD$ * 16' O)C. MAX,
lox
1/2'GYP. ILL. 00.
SECURE 157. PLATE TO SLAB
wl J,xs, ANCHOR BOLT Wl 2'
UWASWER SET IN SIMPSON
HIGH STRENGTH EPDXY I'
EMBED. MR
SIMPSON SP4 - 32'OZ, MAX
INT. 2-STORY 1.13.w.
-ALE, in
ARCIIWAY DETAIL
16- AND UP
SCALE,
C PRE-Ewl TRUSSES OR
ONV. FRAMED RAFTERS
J* OAS. _8,WEATWINdG OR
CDx PLYWOOD SECLINE
PER FASTENER SCHEDUL
2.A BLOCKING LINDE
(3)12d'. EAC44
2x DOUBLE TOP PL
STUDS
MTS42 - EVER I
2X4 ST. PL
DORMER
AA T
IT �E MWO
. -AL
DM. TOP PLATE
15ECLFE 2 X KIP TO PIT
W/2-12d& 6--b- OC. MAX.
1/8, TEXTURED FINISH
1/1&406S &.1EATWINd.
OZ MAX
2X 16
(W-EN OVER 16' IN 141111614T.)
2 X 4 (WHEN 16- IN WRIGHT-)
OVER
1/4'TEMI-ERE
GLUE 4 NAIL WDIZA&SCON[YE O.C.
F NEEDED.
2 X SOLID MLKG - ARC44
SECURE W/2-12d EAC14 END
MTL IUDW FRAME
+JOTE- NO GAP - UM FRAME
TO EXCEED 1/4'
ARCHWAY DETAIL
CUTAWAY
2 X 4 (MIN 2 X !1) 1-3/16 TAPOON
OR DRIVE PIN (MIN SHANK SIZE.145
IZ
MIN HEAD SZE 300
M IN EMBEDMENT 1 1/4')
S'FROM EACH END AND 10'
EXISTING BLK AMV.
O.C. MAX. MIN 1-1/4' EMBEDMENT
1/4'TEXTURED FINISH
2 X 6 tMIN 2 X 3) 2-3/16 TAPCON
1/8, TEXTURED FINISH
OR DRIVE PIN (MIN SWANK VIEWS
MIN HEAD SIZE 300
1116'065 SWEATWIN5.
MIN EMBEDMENT 1 1/49
S'PIWM EAC14 END AND IS*
2 X 4 *'D.C. MAX,
D.C. MAX. MIN 1-114- EMBEDMENT
(WHEN OVER I&- IN WEIGWt)
2 X 4 fWWEN OVIER 16'
2 X 0 (MIN 2 X 3) 2-a/lb TAPCON
16, IN WRIGHT.)
OR DRIVE PIN eMIN SHAW, SIZ!.Wb
MIN WMAD SIZE 300
MIN
2 X SOLID ISILKY, - ARCH
SECURE W*-12d EACH END
FROM ==� .1114'�
ATTAC4tlENT PER
O.C. MAX. Mr,
MANUFACTURER'S SPECS.
MTL WI>W FRAME
1/4'TLI
O�TE� No - WDUI FRAME
GAP
GLUE 4 NAIL W10d* V-12'0,C,
70 EXCEED 114
IF NEEDED.
ARCHWAY DETAIL
CUTAWAY
ROOF TRJSS UPLIFT
CONNECTOR NOT
SWOLLN FOR
CLARITY (SEE
SHOP EAGS.)
EXTERIOR WALL
SLEATHING (SEE
NOTES) FASTEN EACH STUD
To [:>BL. Top PLATE
W1 LISP SPT24 NAIL
PER MANI SPECS.
SECTION AT TOP
r,--�OF EXTERIOR WALL
ASFWALT SWING415 OVER
30 FELTON 1/16 OAS.
FWIE-ENG GABLE TRIAS
SPF STFFBACK
SIZE A CONNECTION)
(SEE SEALD EW.. PACK FOR
2.4 OFF BLOCKING BETWEEN TRUSSES
WHERE 'X'BRACIW. 16 PRESENT
COW. 2.4 SPF RAT RUN
EACH
SECURED W III Ild', I
TRIM
(2� 2.4 -2 S.Y.P. DIAGONAL BRACE Wl (3)
12d'. . EACH TRium (DIAGONAL
X-BRACING, TO COVEw;-TwjwS
Gypsum
BOARD OR
HIGH STRENGTH CLG.
NOTE� BOARD
DIA40NAL BRACE CENTER Or TRUSS SPA" OR WIGI-IEST RIID3111.
DIAGONAL BRACE TO BE . ANY &PAN W-O' OR GRATER REMIR TO
TRUSS, ENG, FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.
0'-V' TO 30'-0'(1) X-BRACE
TO 60'-0'(3) X-BRACE el) X-BRACE - CENTER AND (2)
BRACE DIVIDED EQUALY FROM CENTER TO END
@lo�gGAABLE X-BRACINIG
SCAl.0'
LIE, 1/2'.1'
2. RIDGE ONE SIZE LARGER
T14AN RAFTER SIZE
MR (3)lki NAILS OR
MR f4) 10d CAN NAILS
lxb COLLAR TIE AT EVERY OT14ER
RAFTER W1
MIN. (3)12d NAILS OR
MIN. (4) 1" GUIN NAILS
HAILER SECURE TO TIRUSSES
BELOW W/
(2)[24 NAILS OR
(3) Wd GUN NAILS - EA, TRUSS
RAFTER TO TRJ" MTS-12
CREATE VOID I -OR STRAP
ROOF DECKING OVER
PRE-EW. T111USSES
PRE-EW� TRUSS
COj LVr
2
O�D ROOF
0'-0' TO 30'-0' (1) �X' BRACE
30'-I'TO 60-0' (3)'X' BRACE
(I 'X'ISRACE - CENTER)
(2 'X'BRACE DIVIDED ECIUALY PROM CENTER TO END)
FII5ER5.LAa6 SHINGLES OVER
-30 FELT ON
(2) 2X4 -2 SYP DIAGONAL BRACE
Ull 3-12d . EA TRUSS ( DIAGONAIL BRACE
TO COVER 5-TIRUSSES
2XA BLOCKING WHERE 'A'SRACING,
is PRESENT
(2) 10d NAILS EA END
TO TRUSS
SPF ST"MACK
fSEE SEALD ENG. PACK FOR
SIZE 4 CONNECTIOW
1/16, OSB SWEATWIW. -
USE Od NAILSAT
2)<46�"l
MJT,k�A
opt 29 :1'2" 'OZ.
SWrATWIW. NLAIILING TO BE
6
4: OC. IN FIE D
O.C.-ALL EDGES LLV" NAILS
TRIA6 24'-
1115 UPLIFT
bitIPSOM WTSM20
W/10 led JO TRUSS
AND (4) /4' x 2 1/4'
TAPCONS TO CON
POURED LINTEL
- 2350 UPLIFT
(2) SIMPSCM WTSM20
INSTALLED ON OPPOSITE
FACES Or BLOCK WALL
WAO Od 70 TRUSS
AND (4� 1/4' . 2 1/4'
1/2' CL& BOARD
NAIL CONT. RAT R.N TO
TRUSS UV (2)12d - EA. TRUSS,
2X4 SYP RAT ADJACENT
TO DIAGONAL BRACE.
DISIL TOP PLATE
2X4 STUD 16' Or- MAX.
STORY GABLE END CROSS BRACING
SCALE:
12' z
FINISH 6 LANDING
3/4' PLYWOOD FF.
zl_
DeL 2X(2
>16*L
36' MIN. PIN15H
1 3/4' PLYWOOD WITH
4 12-D COMMONS WINDER DETAIL
LANDING DETAIL NAILED T14RU 3/4,
PLYWOOD INTO
FIN154-4 a LANDING——\ EACH STRINGER
3/4' PLYWOOD FF. 7
a-2 12 6TP STRINGER DBL 2X12
X
REINFORCED W/2X4 SPF OR
W/CONT. BEAD OF FLOOR JOIST
SUB -FLOOR ADHESIVE
FL-400 OR SIMILAR a
EA HORIZONTAL RUN
DEIL IX11
OR
'C',
ST
SECURE TREADS TO STRINGER
W/(3)05 3' SCREW$ * EA
STRINGER, UNTPREADED SHANK
TO EXTEND BEYOND THICKNESS
OF SU5-FLOOR SHEATHING
NOTE:
5TAIR5 RISER TO CONIF M
TO FBCR 5TW EDITION (2014)
MIN. TREAD 10', MAX. RISER 1-3/4'
311ro' MAX. VARIATION IN RISERS/TREAD5
ADJACENT TO EACH OTHER
3/a' MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT
GRASFIABILIT'r'
WINDERS- MIN. ro' WIDE o NARROW END
MIN. 11' WIDTH o 121 FROM NARROW END
B4' MIN. HANDRAIL HGT.
PRE-ENd. TRUSS
CONTINUOUS
BONDBEAM
2XI2 TREAD
CUT TO FIT 'I[
IX& RISER
HAND RAIL,
7
-
;o N
DRTUJALL-,,,,
IXIO TRIM�
I' NOSING TYP.
(3) 10d CUT NAILS
tv 2X4 P.T.
SLEEPER INTO
SLAB
03 j'�STAIR SECTION DETAILS
SCALE; 3/4'-1'-0'
Dmign
GrWowon.
Inc.
p
L44i N. RONALD REAGAN BLVD.
LONGWOOD, FL 32760
PH: 407-77448078
FAX: 407-774-4078
wwwabdesigrigroup.00171
L AA 0003325
SILVERADO
LOT 29
BLK 6
PF&OJMT#
04128.000-02961
mopmu
4ENI3
1751-NEUVILLE"
GARAGE BWXNG:
LEFT
PAGE:
misc.
DETAILS
%,150 MPH EXAP. Bpff
rARCARCHITECT.-.-
�T
STATE OF FLOWA
k"A.. CPAJ
AR NO 93723
rlI)ATM 11/09/17
UNT
NCALM 1/4"=V-0"
D5
PRODUCT APPROVAL LISTING -SHINGLES -STANDARD
PRODUCT APPROVAL LISTING
EXPIRA71ON DATE
R 10446-114
SIMPSON STRONG -TIE CO
STRUCT CCIMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FL 10447-113
SIMPSON STRONG -TIE CD
STRUC717 CDMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
R 10456-113
SIMPSON STRONG -TIE OD
STRUCT CDMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FL 17236-112
USP STRUCTURAL CONNECTORS
STRUCT CCIMP.
WOOD CONNECTORS
2014 FOCR
12/31/2020
FL 17244-RI
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FOCR
12/31/2020
FL 17243
FL 17241
FL 17236
LISP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FIL 17244
FL 6223-112
FL 17236
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 7473-116
EAGLE PRODUCTS
ROOFING
ROOF TILES
2014 FBCR
12/31/2018
R 12019-RS
AMERICAN CONST. METALS
P NEL WALLS
SOFFIT
2014 FBCR
3/2/2020
FL 17624
PLYGEM
PANEL WALLS
SOFFIT
2014 FBCR
7/31/2019
FIL 14039-R2
PLYGEM
SINGLE HUNG
2014 FBCR
7/31/2019
R 14634-R2
PLYGEM
SLIDING GLASS DOOR
2014 FBCR
7/31/2019
FL 15264
PLYGEM
WINDOWS
MULLIONS
2014 FBCR
7/31/2019
FL lQ53-R3
PLYGEM
FIXED GLASS
2014 FBCR
7/31/2019
FIL 15217-114
Ml WINDOWS & DOORS
SINGLE HUNG
2014 FBCR
12/31/2017
FIL 13349-114
Mi WINDOWS & DOORS
SLIDING GLASS DOOR
2014 FBCR
12/31/2017
R 15333-112
MI WINDOWS & DOORS
WINDOWS
MULLIONS
2014 FBCR
12/31/2017
FL 1SO76-113
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2014 FBCR
12/31/2017
FL 5678-113
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FIL 5684-117
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FL 15279-114
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
��R S891-RS
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR
2014 FBCR
12/31/2018
FL 10758-116
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2014 FBCR
04/13/2018
FL 10477-113
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
R 13192-114
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FIL 13223-113
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
R 13265-112
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 4103-118
TAMKO
ROOFING
ROOFING ACCESSORIES
2014 FBCR
12/31/2018
R 7006-119
IKO
SHINGLES
30 YEAR
2014 FBCR
9/6/2021
R 158-R8
CASTCRETE
STRUCTURAL
LINTELS
2014 FOCR
9/11/2018
THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA
VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO
PURCHASE AND INSTALLATION.
REFER M THE FLORIDA FBCR 2014 (Sth EDITION) BUILDING CODE INFORMATION SYSTEM @
WWW.FLORIDABUILDING.ORG CONTROL DATE: 09/26/2011
F—A It C H I T E C T 9-1
5
G r ZDesi n
ou O..a.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX- 407-7744078
www.abdosigngroup-com
AA #-. 0003325
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SILVERADO
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04128.000-02961
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4ENB
"1751-NEUVILLE"
GARAGE 9WING:
LEFT
PAGE:
PRODUCT
APPROVAL
LISTING
50 MPH EXTR
9.110
rpRINT
IDATM 111/09/17
8CAIM 1/4"=l'-0"
mum"
D
REFORMED CONTROL JOINT_�
.AW.E OF 04INTROL JOINT$ T
r URED TIED TO LATH - S'
C. MAX (VERTJ, NOTE, 00
:IT FASTEN CONTROL JOINT TO
ALL EVEN IF STUID EXISTS
EYOND EXCEPT STAPLES W/
�' LEG MAY ISE USED TO TEMP.
ECURE CONTROL JOINT
URING INSTALLATION ----\
4STENERS TO BE SPACED-7
i- oz. mAx VERTICALLY
J'THICK, 3 COAT CEMENT
PLASTER
UNM LAYER -2, FORTIFISER
BUILDING PAPER
APPROVED METAL LATH
FASTENED 01' (VERT.) 01 MAX
AT SUPPORTS
UIRB LAYER 'I,
STUC4= UWAP
WOOD SHEATHING
ROUGH CONTROL
IINT$ BUT SHALL
: STO17D
;D AT E, r.
AND
BLOCKING
TM C1063
PLACED FLAT MAX. 6' TO S'
FROM C40NTROL JOINT 1114EN
CONTROL JOINT FALLS ON
ASTENERS " LATH To BE NAILS 0'R
STRUCTURAL STUD
APLES IN COMPLIANCE U)/ ASTM CIC&3
WIRE TIES TO BE (No. 16) VA0415' WIRE
BLOCKINd. 61-1004 MAY BE IN ADDITI07
) U)ALL STUDS REQUIRED MR PLAN
-4 =4:l
v
M.A
2. CREAM M. 0
PoL.
. 711
6111!!Allll� �LY
I�TVI 4' o�
2. IzIItI!EMd
3. �Aft : M.
� PaD �. c ovm
a TILL �� C T�
C
�ANMN
Na UT,
J' THICK, 3 COAT CEMENT
PLASTER (PIt"). W' 2 COAT
CaMM MAS� (�l
UM LAYER -2, FOWTIFIISER
BUILDING PAPER mwe owLT)
UM LAYER -1,
STUCCO UJRAP� �y)
0 MANN, STOP
W.
CILY,
�=-= FL�M
NOTE.
APPROVED BUILDING WRAP
SHALL BE LAPPED A MINIMUM OF
4.4'SeLF-AIDWERING MEM94RAME
6. - VERTICAL LAM (ROLL
IW
rLAS44 ' (COMPATIBLE HOUSE
ENDS) 1 6' - HORIZONTAL LAPS.
ALL 9eAMS NEED To BE TAPED
0 50 TAPED
LAT14 VERTICAL LAP
TO BE V
WRAP MATERIALd OVER 'q,
APPROVED HOUSE UIRA
'Ir
WITH FORTIBIER SHEATHING TAPE
FLASHING TO EXTEND
I' OR LE65 PIPE
W.WSELF-ADWERIN3 MEMBRANE
PENETRATION
PLASWIW. (COMPATIBLE UP HOUSE
IlJRAP MATERIAL) OVER 4'.4'
SELF-ADI-IMING MEMBRANE
FLASHING OVER APPROVED
""I llp 'A-
HOUSE UAPAP.
�K-
t:x>�__xx X_'
CUT AND OVERLAP ONE SIDE Or
Al'
T
METAL LAT14
SeLF-ADWERING MEMBRANE
FLASHING
CJUT AND OVERLAP ONE SIDE OF
51EP 01
SELF-ADIHIERING MEMBRANE
STEP 02 PLAS14M
MW LAYER -1
J' TWIMS COAT CEMENT
URIS LAYER M,
STUCCO WRAF�
P 46-R
STUCCO WRAP
MLE'll LAT.
-2,
UPS LAYER 02, PORTIFISER
URM LAYER PORTRBER
BUILOW. PAPER
�IBUILDIWGPA 'R
BUILDING PAPER
METAL LAT14
Um LAYER -1,
b.,&'8ELF-ADHERING MEMBRANE
STUCCO UjRAP
FLASHING OVER 41'x4'
SELF -ADHERING MEMRA44E
INSTALL FASTENERS (CLIPS,
W
FLASHI - OVER APPROVED
WOOD 84-EATAING
STRAPS, STAPLES) AS
HOUSE P,
miculowo To secum
FLASHI= EXTEND ONTO PIPE
PIPE/ WINE TO FRAMING
—4*x4* SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
N/1 'A:'�-:!Tl�.T
_�
N
INTO PIPE
>TAPER- LAP
(9) KICKOUT
DETAIL
"TffR T� � (8111PID
�cemmQAQL=
VERTICAL LATH
& PAPER DETAIL
NOTE,
SIDE LAPS OF METAL
PLASTER BASES SHALL
BE SECURED 70
FRAMING MEMBERS.
THEY SWALL BE TIED
ISETWEN SUPPORTS
111TWOL0415-IN.021- )
W:RE AT INTERVALSMICT
MORE T14AN 5'(22S-MM.
AS PER ASTM C1063
I.S.I.
FOR REPAIR OF TEARS
IN WRI5 LAYERS, TEARS
MAY BE PATC44ED
WIHOUSE UARAP TAPE
PER MANOF. SPEC. OR
FEEL A STICK
WOOD
SWEATI
BUILDI
PAIMP
HORIZONTAL LATH
& PAPER DETAIL
WOOD SHEATHING OR cmu
UJR5 LAYER 01,
STUCCO WRAF (FRAME ONLY)
9' THICK, 3 COAT CEMENT
PLASTER (FRAME), 1/2' 2 COAT
CEMENT PLASTER (CMW
METAL LATH (FRAME ONLY)
L= ' TAPE OVER
R ALL acgEr;o
5'X5' V TYPE CONTINUOUS
GALV. METAL FLASHING
(NAIL TO ROOF DECK, NOT
WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
ROOF
/_ ROOF PER ELEVATIONS
L" FLASHING,
%' COW, DEAD OF WALANT
INSTALL APPROVED HOUINEWRAP AIR
INFILTRATION BARRIER OYER
e44EATWING
ELASTOMERIC COATING OVER STUCCO/
C.V. FINISH (SEE TYP WALL SECTION)
SECTION PER FSC R703.0.1
.hwl -.Ply wIth th. appicaflm
,.quI
1 .2 f &ASTM C 926-12A.
""""I"'on of extonIx lat*g wW kvwg
hwI —ply Ith ASTM C 1063-12A.
IFE ENETRATION
FDRAINAGE PLANE (WR5
LAYER #I, STUCCO WRAP)
UJRE3 LAYER 1*2 (FORTIFIBER
5UILDING f=Af=EfR)
METAL LATH
TA I L (
x_x_x_x
STUCCO I . '--' - - I
WOOD 6�4EATII-4ING I
6ELF-Al:)�4E61VE FLAe44ING — — — — — —
NOTE:
METAL LATH: LATH TO 5E fEfR F5C
R103.ro.1 / A5TM C-a4-1-0�, MIN, 2.5 L55.
f=EI;R SQ. YAR[) (UTILITY OR NOMINAL
LATH �)OES NOT MEET 6f=ECIFICATIONS)
---IN
A R C N I T I C T I
G r2r%n I
1116dresign
o INUSJOT....
L44i N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX, 407-774-4078
www.abdesigngroup.com
6 AA #. 0003325 df
0
IN
re'umm & 7,07N
SILVERADO
LOT 29
BLK 6
PnoiscT#
04128.000-02961
moDzx.c
4ENI3
1751-NEUVILLE"
GARAGM WWWO.
LEFT
PAOV.
WALL
ASSEMBLY
DETAILS
%.150 MPH EXR V
ARCHRECT;
sTATE oF FLoWA
F-PRINT
DA-M 11/09/17
MICALM 1/4"=V-0"
mlaw"
WAI
INSTALL 6' SELF-ADWERING
MEMMIRANE FLASHING OVER
TOP, SIDWS) AND BOTTOM
FLANGES Or NON -MOVABLE
FRAME Or THE EXHAUST.
SEQUENCE OF FLASHING TO ME:
1. BOTTOM 2. 5 DES, 3. TOP
X VENT CAP 16 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
BACKER ROD
NON -MOVABLE FRAME AND STUCCO
ON ALL SIDES, Y4' CAULKING 0 JOINT
ALL AROUND
I
If &Oaft
5A`C_KER ROD
Exterior use of portiand cement plaste r
a hall comply with the application
re quirements of ASTM C 926-12A.
Installation of exterior lathing and framing
shall comply vAth ASTM C 1063-12A.
WRIB LAYER -1,
STUCCO WRAP
HOODED VENT
X
THICK, 3 COAT CEMENT
PLASTER
METAL LAT14
URB LAYER -2, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
DRYER
VENT (FRAME)
A 14
T
LA=
:;_ _AP
LA �ER , ' IFIBER
_' CRT
'LD,NG _A_E-
WOOD
CONSTUCTI�;�\
-METAL LATH
81 CMU
VINYL CASIW. BEAD
61 RAISED BAND
MID -WALL
3l,' TO h
0
b'WIDE STRIP SELIP
ADHESIVE FLASWIW., CLEAN
MASONRY BEFORE APPLYIw.
Z FLASWIW.
STC)NE VENEER
OVER SCRATCH COAT
HORIZONTAL WEEP SCREED
WZST0NE VENEER
(FRAME TO BLQCK�
LEGEND
DRAINAGE F`LANE (WR5
LAYER *1, STUCCO WRAP)
WR5 LAYER *2 (FORTIFIBER
5UILDING PAPER)
METAL LATH X—X—X—x
STUCCO
WOOD SHEATHING
SELF-ADHE51vE FLASHING
NOTE:
METAL LATH: LATH TO BE FER F5C
R'103.6.1 /A-STM C541-0S, MIN. 2.5 L55.
PER Sa, YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPEC IF ICAT IONS)
STUCCO
FINISH
&I SELF ADHESIVE
OVER TOP 4 SIDES
SELF
FLASHING
UNIT
PREMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT 0
TOP 4 SIDES
DRYER VENT (BLOCK)
BUILDING PAPER
OVER 'QUICK
FLASH'
PIPE THROUGH
WALL
SELF ADHESIVE -
FLASHING (IIIISTALL
PER MANUr. SPECS.)
BUILDING PAPER —
UNDER 'QUICK FLASH'
ELEC.METEF
VERIFY LO
F-
rA VENT PENETRATION
SCALE: N.TZ.
7AA Z
5TUCC'0AT SCRATCH COAT
1 COAT OF FAINT W/5ACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
ELEC
vERI
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER Or FAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLENZ) FOAM
`)R SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATE6
CONSTRUCTION
WOOD SHEATHING
WR5 LAYER 01,
STUCCO UJRAF
WR5 LAYER 02, FORTF15ER
BUILDING PAPER
T�41CK, 3 COAT CEMENT
PILASTER
TO la' MiD-WALL
WEEP $CREED
6' SELr-ADHESIVE
FLASHING
WOOD FRAMED
WALL
TAL WEEP SCREED
(FRAME TO FRAME)
::0 SCRATCH
COAT LARiSER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
D15CONNECT
ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
API -ROVED WOUSeWRAP
FOR Box INSTALLATION
WRIB LAYER 01,
STUCCO WRAP
WOOD 61�41EATIIi?
APPROVED
HOU5EWRAF`
BELOW
CUT SUCH THA
NO MEMBRANE
ENTERS BOx,
APPLY TO rAi
EDGE
APPLY E-Z BEAL
OVER 60 MIN
GRADE 'D'
FIELT-PROvIDE
SEALANT AT ALL
JOINTS AND
INTERSECTIONS
� OR
0
WOOD SHEATHING
UPS LAYER 11,
STUCCO U)RAP
U)RB LAYER -2, FORTIF15ER
BUILDING PAPER
METAL LATH
I I TEXTURED
F/14ISH * WOOD
-FASTEN TO WOOD STRUCTURAL
MEMBER 0 V OZ, MAX
3'. TO)j'MID -WALL
wage -WA=
6' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYIW.
FNISH - MA50NRT
(�oHORIZONTAL WEEP SCREED
(FRAME TO BLOCK�
&TEF *1
STEF *5
WRB LAYER 01,
STUCCO WRAP
CUT 'X' INTO
SELF-ADHIERIN6, X
MEMBRANE FLASHING
APPLY SELF-ADWERIN5
MEM15RANE FLASHING
OVER BOX AND OVER
APPROVED WR5 LAYER
&TEF :2
APPLY 60 MIN
GRADE 'D'rELT
OVER t El
SELF-ADWERING
FLASHING OVER
APROVED
HMSEWRAP -1, j
WR5 LAYER 01,
STUCCO WRAP
SELF- ADHERING H,w
MEMBRANEFLAS
\- WRI5 LAYER v2, FORTIFIBER
5UILDIWi PAPER
& I E F *-4
ELASTOMERIC
COATING, OVER
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATW
61EF S 51EF "(o
ELECTRICAL RECEPTACLE
A R C N I T I C T
besWin
I,
roul
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdeslgn9roup.com
116 AA 0003326
G
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N
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SILVERADO
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04128.000-02961
310DZU
4ENB
1751-NEUVILLE"
GAPLAGM BWDM:
LEFT
PAGEL,
WALL
ASSEMBLY
DETAILS
VQ50 MPH EV. BJ
ARCHRECT-*
t3TATE OF
PDLA.N0 A. CRAJ
I M NO 93723
F_PXwT
DATM 1111/09/17
DCALM 1/4"=1'-0"
WA2
Ilk.
. METER F�ELD
-Y LOCAT ON
r
r
WOOD SHEATHING
EXT. WOOD PRAMEO--,�,
WALL
WRB LAYER 01
STUCCO WRAP
SUB -FLOOR 1:>ECKIW.-,,.
WOOD
WRIS LAYER -2, FORTIFIBER
CONSTRUCTION
BUILDfW. PAPER
PRE-EWS'D TI;3JSS
V HAT CHANNEL
1--i'TWICK, 3 COAT CEMENT
WEATHER RESISTIVE
W/%' TYPE 'X* DRYWALL
PLASTER
BARRIER 'I
Ib' SAP. - TOP Or WEEP be -REED
WEATHER RESISTIVE
To sHEATwiw. BEHIND WEEP OCREED
BARRIER -2
WOOD SHEATHING
4' POSITIVE DRAIN
WEEP SCREED
THICK a ccA EMENI__'�
PLASTER
WRE, LAYER -I,
METAL LATH
STUCCO WRAP
WOOD &WEATWIWG::��
THICK 3 COAT CEME T
PLASTER
SELF-ADHEREW.
AM&(p-I1F1WQ--ISQ CUSTOM CASING SrAD_
FLASHING WRAPPED
* TOP Or WEEP -5-CREED
TO SHEATHIWS BELOW
WRIB LAYER -1,
4' POSITIVE DRAIN-///
X STUCCO WRAP
WEEP SCREED
WRS LAYER -2, IFORTiriBER
Nog
BUILDING PAPER
(SHOWN FOR CLAr
SEPARATE ACCESS
S LF-AIDWEREIN6.
E
WRIS LAYER -1,
FLASHW. WRAPPED
STUCCO WRAP
* C0fiNER OF CANTILEVER
AMICO AM(,(,-UqX-'IW
)4_ 4' POSITIVE DRAIN
CUSTOM CASING BEAD
NO GAP IN FIELD --I
(SHOWN FOR CLARIFICATION CF
SEPARATE ACCESSORIES ONLY)
CASING BEAD
DTL.@) CANT.
SCALEi
NOTE:
METAL LATH: LATH TO 5E FER F5G
R703.&J / 46Ttl G-a4l-Ocj, MIN. 2.5 L56.
FER 5a. "rARD (UTILITY OfR NOMINAL
LATH DOE& NOT MEET 6f=ECIf=IC:,4TION6)
WOOD CONSTRUCTION
WEATHER RESISTIVE
'�_BARRIER -1
3/4 RESILIENT ,—WEATHER RESISTIVE
W4T CHANNEL BARRIER -2
VINYL CA$IWG BEAa7-\
I I' THICK, 3 COAT CEMENT
PLA R
DRYWALL METAL LATH
!,/S'TYPE 'X' DRYWALL
W/TEXTURED A PAINTED
FINISH WOOD SWEATI41WG
N'
THICK, 3 COAT CEMENT (2) 2x12 HEADER
PLASTER
VINYL cAsiw. BEAD --- Z_ No GAP IN FIELD
(SHOWN FOR CLARIFICATION OF,
SEPARATE ACCESSORIES ONLY)
DRIP EDGE
INSTALLATION
110� CONSTMJCITON
-WEATHER RESISTIVE
BARRIER 01
-LUEATHER RESISTIVE
BARRIER -2
VINLI. '-Amc; '--j' THICK_S COAT CEMENT
n PLASTER
5/8' TYPE X' DRYWALL METAL LATH
W/TEXTURED I 'AINTED
FINISH WOOD 544EATHIWG
THICK, 3 COAT CEMENT wEAr>ERJBEAM
PLASTER
VINYL COWER BIEAD� VINYL CORP. 4'
VINYL CASING BEAD NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
@DRIP EDGE INSTALLATION
EXTERIOR GRADE
DRY WALL
J'THICK, 5 COAT CEME
PLA5TER
VINYL ER BEAD
ONLY)
ANTILEVER DRIP
EDGE
LEE G E N D
E)RAINAGE FLANE (WRIB
LA-T-ER *11, &TUC;C;O WRAF')
WR5 LATER *2 (FORTIF-15EIR
5UILDIN(�:s FAFER)
MET,4L L,4TH X—X—X—x
5TUCCO L—,'. ' - - .-- '
-AD�4ESI
,45HING — — — — —
3' X 3' 26 GA. GALV.
FINISH LAYER (2 LAYER METAL DRIP EDGE
PEEL 4 STICK) SET IN FULL BED or
ib' PEEL 4 SEALANT - MIN,
STICK * DRIP SPACE rZM DRIP
EDGE TO FACE TO TREX
DECK EC
IV GAP FOR BACKER
i I
ROD 4 SEALANT
I Y2'Xi V P.T. OR SIM7ULATED
r _�A
WOOD (TREX) rILLER,
CONTINUOUS
VINYL CASIW4 15EAD
WATER PROOPIW. lot
WEATHER RESISTIVE
LAYER (2 LAYER PEEL 4k�,,
I BARRIER 'I
STICK) WRAPPED F RO M�
WEATHER RESISTIVE
BALCONY DECK TO
CANTILEVER
ib* PEEL 4 STICK o
DECK MEMBRANE,
DRIP EDGE TO DECK
EXTEND OVER DRIP
sum FLOOR
EDGE
a' X 3' 26 GA. GALV.
METAL DRIP EDGE
- ---------
SET IN FULL BEID OF
I VXI %' PT- OR 51 ULATE
SEALANT, V MIN.
)SPACE
WOOD (TREX) FILL
FROM DRIP
CONTINUOUS
FACE TO TREX
Y4' GAP FOR BACKE
VINYL CASING BEAD
ROD 4 SEALANT
WATER PROOFING let
FINISH LAYER (2 LAYER
LAYER (2 LAYER PEEL 4
PEEL 4 STICK)
STICK) WRAPPED FROM
3/4 RESILIENT
BALCONY DECK TO
HAT CHANNEL
CANTILEVER
VINYL CASI U.6a-'A
J' THICK, 5 COAT CEMENT
PLASTER
METAL LATH
5/8'TYPE *X' DRYWALL
WOOD SHIEATIIW3
W/TExTURED 4 PAINTED
WEATHER RESISTIVE
FINISH
BARRIER 'I
WEATHER RESISTIVE
J' THICK, 3 COAT CEMENT
BARRIER -2
PLASTER
4' POSITIVE DRAIN
WEEP $CREED
ANY CASING BEAD A
FI
(SHOWN
FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
BALCONY
DRIP
EDGE INSTALLATION
2x FRAMING MEMBER
9' THICK, 3 COAT CEMENT
PLASTER
CORNER BEAD
FASTENED TO SHEATHING
tv 'i I O.C. MAX.
WR5 LAYER 01,
STUCCO WRAP
WOOD SHEATHING
METAL LATH
WRB LAYER *2, FORTIFIBER
BUILDING PAPER
14A CORNER BEAD @) FRAME
2 1/2 "
CORNER 5EAD
/= A t a= A � lkj�_ 10 -1 1
CMU
TPIC<, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MA50NRY
NO
)14'GAP FOR BACKER
ROD A SEALANT
VINYL CASING BEAD
WATER PROOFING I�t
LAYER (2 LAYER PEA
EL,
4 STICK)
WOOD SHIEATHIWS
WR5 LAYER 11,
STUCCO WRAP
;'LUMN SHEATHING
EAT R RESISTIVE
5�RZEER -1
v�-'rHER REsisTiVrz
�jm -2
SAP.
-EEL 4 STICK
I Y2'x3' VFLASWING
FULLY EMBEDDED
IN ROOF CEMENT
I V X 3' 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANT,)J' MIN.
SPACE FROM DRIP
FACE" TO TREx
WEATi -ER RESISTIVE
BA7 'ER
WE 114 R RESISTIVE
,
'=E'ZIrl
_OLUMN
COLUMN SHEATHING
\PEEL 4 STICK-
SAP.
I Ya'.3' 'L' FLASHING
SUB FLOOR
FULLY EMBEDDED IN
ROOF CEMENT
I X 3' 26 GA. GALV.
METAL DRIP EDGE
I h. I P.T. OR SIMULA
SET IN FULL BED Or
WOOD (TREX) FILLER,
SEALANT, Yj' MIN_
CONTINUOUS
A FROM DRIP
-FACE TO TREX
Y4'GAP FOR SEALANT
A
I.
OPT. BACKER ROD..
WATER PROOFINd. lot
LAYER (2 LAYER PEEL 4
3/4 RESILIENT
STICK) WRAPPED FROM
HAT CHANNEL
BALCONY DECK TO
VINYL CASIWG BEAD--\
CANTILEVER
THICK, 3 COAT CEMENT
PILASTER
5/5* TTPE "X' DRYWALL
METAL LATH
W/TEXTURED 4 PAIN
WOOD SHEATHING
THICK, 3 COAT CEMENT
4'POSITIVE DRAIN
tLEEP SCREED
PLASTER
PI
VINYL CORNER BEAD
(SPOLLN FOR CLARIFICATION Or
VINY CASING BEAD
SEPARATE ACCESSORIES ON[LY1
BALCONY DRIP
EDGE INSTALLATION (9) COLUMN
@
( W /" T "
LIT A Q T-71'KTf'- \
WR5 LAYER 02, FORTIFIBER
BUILDING PAPER
METAL LATH
A' THICK, 3 COAT CEMENT
PLASTER
O'SELF-ADHERING—
FLA6HING
DRIP CAP
WINDOW FLANGE
WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
METAL LATH
(EXPLoorm J' THICK, 3 COAT CEMENT
VIEW FOR PLASTER
CLARITY)
WRIB LAYER 02, FORTIFIBER
BUILDIWG PAPr=R----
METAL LATH
THICK, 3 COAT �_El`
PLASTER —
ro'SELF-ADHERING
FLASHING
DRIP CAIP
WINDOW FLANGE
CASING BEAD @) WINDOW
(FRAME, NO BAND)
F'A R C N I T E C T 3
6
Gr2CVr%ac,
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1"i N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-774-6078
FAX 407-7744078
www.abdesigngioup.com
L AA #,. 0003325
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SILVERADO
LOT 29
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04128.000-02961
MODElu
4ENB
1751—NEUVIUE"
GARAGM BWMG-
LEFT
PAOXI:
WALL
ASSEMBLY
DETAILS
�,150 MPH EXP.
ARcHrrECT:
STATE OF FLOERIDA
:DATO 11/09/17 -1
8CAM 1/4"=1'-0"
also=
WA3
A A
WOOt) SHEATHING
WRIB LAYER -1,
STUCCO WRAP
LLIRM LA'T`ER 02, FORTIFIBER
BUILDING PAPER —
METAL LATH
J' THICK, 3 COAT CEMENT
PLASTER
ro'SELF-Ar->HERING-----)
FLASHING
VINYL ANGLED
CASI 6-- BEAD
DRIP CAP
WINDOW FLANGE
WOOD SHEATHING
WRIB LAYER 01,
STUCCO WRAP
_X WR5 LAYER *2, FORTIFIBER
BUILDING PAPER
METAL LATH
-.�EXPLODED J" THICK, 3 COAT CEMENT
VIEW FOR PLASTER
CLARITY)
WR5 LAYER 01, —
STUCCO WRAP
VINYL AlsGLED
WRB LAYER 12, Fc
BUILDIW. PAPER
METAL �ATH
THICK, 3 COAT
PLASTER ------ 7
,E,ISELF-ADHER
FLASHING —
DRIP CAP —
IIIINM^IJI rl Akl,-
WOOD SHEATHING
METAL LATH
WRB LAYER *I,
STUCCO WRAP
WRB LAYER *2, FORTIFIIBER
BUILDING PAPER
THICK, 3 COAT CEMENT--\
PILASTER x.
VINYL ANGLED
CASING BEAD
VINYL CASING EAD
&GAP TT-F J' TH ICK, 3 COAT CEMENT
CASINS BEAD PLASTER
TO TRIM METAL LATH
I
Ix TRIM MEMBER
e STUCCO TO
SIDING TRANSIT110NNA WRM LAYER -2o FORTIFIBER
BUILOING. PAPER
SIDING WOOD --WEATWIWS
W001) SHEATHING
WRB LAYER 01, WR5 LAYER 01,
STUCCO 11,RAP STUCCO WRAP
Il— CASING 5EAD
6' SELF-ADWEREING
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
c � ��U�A D�
WOOD SWEA7141W. -
WEATHER RESISTIVE
BARRIER -1
WEATHER RESIS:IVE
.2
BARRIER
LAI. IDIW.
?�Ily,4�,IIL —Al
b'bELF-ADNERNG
FLASHING
WSELF-AD44ERIN6.
FLASHW.
0
WEATHER RESISTIVE
BARRIER -1
STARTER STRIP
WEATHER RESISTIVE
BARRIER -2
oft
-V 61 SELF -ADHERING
PLASW W
GALvlD METAL
G V'D MET
AL V METAL
71 FLASHING
.1. ILASWWG
OR
TRIM MEMBER
ike CASNG
SIMJLATER
F 9 TRIM MEMBER
7�-SEAL GAP LtVCAULKW.
OR APPROVED SEALANT
SIDING TO STUCCO
0 BLOCK TO FRAME
NOTE:
METAL LATH; LATH TO BE PER F5C
R-103�ro.l / ASTM C-S41-013, MIN. 2.5 1-56�
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPEC IF I CAT IONS)
WfR5 LAYER,
WOOI:> 0"TRIXTION
meyoNo
6TUCCO WFR,4f=
WOOD SWEATWING —
WEATHER RESISTIVE -
BARRIER "
WEATHER RESISTIVE
BARRIER V
WIR5 LAYER 02, FORTIF-i5ER
X-FiEl �Yiob.A'
51JILDING PAPER
1. SFLf:-AD6eRlW. -
FLASHING
METAL LATH
STARTER STRIP—
' "' T�41GK, 3 COAT CEMENT
(EXPLODED a
VIEW FOR f=L,45TER
CLARITY)
CASING BEAD Cab RAISED
17A BAND (FRAME)
6CALE: 11/2'=V-0-
GALVD METAL
*Z* FLASWINd.
!I",. SIMULATED -----
TRIM MEMBER
---------------------------------------------------------------------------------------------
THICK, 3 COAT CEMENT
INI PLASTER
EALANT
METAL LATH
--7-77-7
WINDOW FRAME
WRB LAYER 02, FORTIrIBER
BUILDING PAPER
E-Z 5EA0 VINYL CASING
(W/3/s'FLEXIBLE PVC BACKER ROD)
WEATHER RESISTIVE
MARRIER -1 TO LAP
VMIN. ABOVE TOP
OF:'Z'FLASWW.
OL
WEATHER RESISTIVE
ISARRIER -1
2
WEATHER RESISTIVE
BARRIER -2
GALvID METAL
DO NOT CAULK OR
SEAL OPENING
WEATHER RESISTIVE
BARRIER -1 TO LAP
VMN ABOVE TOP
F
0 7-FLASWW
�m , ---& SELUDAERING
VOELF-Ar.". - +1 F"ASH
PLASWIW. COAT=-//Z/ \1� - I , SEAL GAP LLVCAULICII
MT ll�lw ASTER OR APPROVED SEA]
WEATHER IM616TIVE WEATHER RESISTIVE
BARRIER 'I BARRIER 'I
UEAT14ER RESISTIVEll
BARRIER -2 (tW`V FLEXIBLE �;VC
BAcKER R�m
SIDING TO STUCCO WEATHER RESISTIVE
`BARRIER -2
FRAME TO FRAME
TRANSITION
SEALANT
WINDOW FRAME
WINDOW FLANGE
WR5 LAYER 01, STUCCO WRAP,
WRAPPED AROUND FRAMING
MEMBER
Co' SELF ADHESIVE FLASHING
WOOD SWEATHIING
DETAIL BELOW EXPLODED
FOR CLARITY
,v4,, r,,4f= TT-1- THICK, 3 COAT CEMENT
CASING BEAD PLASTER
TO'LUINDOL) F�METAL LATH
WRB LAYER 02, rORTIRBER
BUILDING PAPER
WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
(o' WIDE FEEL 4 STICK
OVER FLANGE
E-Z 15EAr-> VINYL CASING
2X FRAM"* (Wl%' FLEXIBLE PVC BACKER ROD)
MEMBER -APPLY FULL BED OF SEALANT BETWEEN
FLANGE 4 BUILDING WRAP
BUILDING
WRAP
EZ BEAD WINDOW CASING1
LEGEND
DRAINArzE PLANE (WR5
LAYER 01, STUCCO WRAP)
WR5 LAYER 02 (FORTIF15ER
BUILDING PAPER)
METAL LATH X—X—X—x
STUCCO
WOOD SHEATHING
SELF -ADHE5 I VE FLASHING — —
GaSOam
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.n!
L"i N RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-60TS
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FAX, 407-7T44078
www.abdesigngroup.com
L AA III: i :25A
. EA
SILVERADO
LOT 29
BLK 6
pmj=T#
04128.000-02961
MODEMS
4ENI3
1751-NEUVILLE"
GARAQZ 8`111111NO:
LEFT
PAQft
WALL
ASSEMBLY
DETAILS
150 MPH EXP.
A 9 C N I T E C" TSN
CUT WOUSEM
AT 45* ANGLE
MODIFIED'I'CUT
IN HOUSEWR4P
LINE OF WINDOW -
OPENING
APPROVED HOUSEWRAP
OVER SHEATHING OVER
WD STUD WALL
STEP I
INSTALL
SELF-Ar
FLASHIM
NAILING
JAMBS
XTEND
I� BELOU
FLEXIBL
DO NOT
FIN
TEMPORARILY
FOLD -UP ' SEC
HOUSEWRAP (0
TUCK FLAP UND
at HEAD
FOLD WOUSEUM
IN AT JAM55 4
SLOPE SILL R
INSTALL &'
SELF-ADHERIW,
FLASHING OVER
VINYL HEAD
FLASHING (WITH END
DAMS) NAILING
FLANGE
EXTEND
SEI_r-ADHERiN�;_
rLASHING I'MIN
BEYOND JAMS
PLAS141WA
INSTALL VINYL DRIP
CAP
STEP 7
MIN
ALIGN FLASHING
W/ INT. EDGE or
SiLL R.O.
MECHANICALLY
FASTEN FANNED
EDGE5. (CAP
NAILS, STAPLES)
INSTALL DUPONT
FLEXURAP AS TI-
FLASHING AT THE
FOLD
DOWN
DIAGC
ACRO
WINDC
kPPLY 4b' NOM.-
�ONTINUOUS BEAD
)F SEALANT AT
AMBS AND HEAD
4PPLY TO BACK OF
JINCOW NAILING
'LANGE IN LINE W1
RE -PUNCHED
40LES OR INLOTS.
JIDE ADHESIVE -
EXIBLE FLASHING
VER DRIP CAP
'ECTO-UP-4P
EQUIV)
WINDOW FLASHING
INSTALLATION DETAILS
(FULL WRAP)
&C;,4LE- NT5
STEP 4
STEP 9
INSTALL
PLUMB, I
AND Sa
MANLFAC
WRITTEN
NSTIQUCI
�AQY
RANE
LASHING
OVER JOINT
NOTE,
1. IT 16 THE CONTACTORS RESPONSIBILTY TO VERIFY
THE COMPATIBILITY Or ALL PRODUCTS INCLUDING
HOUSEWRAP, SEALANTS 4 SELF -ADHERING
FLASHING MATERIALS USED DURING CONSTRUCTION.
2. INSTALL ALL MATERIALS PER MANUFACTURERS
WRITTEN SPECIFICATIONS
WA54NING: SEALANTS MAY REACT ADVERSELY IF NOT
COMPATIBLE.
C AND SEAL JAMB TO SILL J0114TS WIT14
DOW 1112IS FOLLOWING COMPLETION OF
��EXTERIOR
RETROFIT WORK
NOTEs
REPAIR SCHEME SHOWN SHALL IBE
IMPLEMENTED AT ALL WINDOWS WITH
EVIDENCE Or WATER INTRUSION SELOW THE
WINDOW OPENING
NOTE:
SEAL INTERIOR PERIMETER OF WINDOW WITH
SEALANT
1 0 0 Uo!g n I
PH: 407-7�4-6078
FAk 407-774-407.
wwwobdesigngroup.com
111I.. AA #-. 0003326
roumzv. a LoTo
SILVERADO
LOT 29
BLK 6
PROJW.r#
04128,000-02961
MODIIIIIII,
4ENB
"1751-NEUVILLE"
GARAGM OrWMWO-
LEFT
]PAGM
WALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
150� MPH EXP B
STATE OF FLOW
9 19k�lg"A .,A
F-PRUIT
DATM 11/09/17
8CAIM 1/4"=1'-0"
*00UT
WA5
e-
I-
ak
--------- -------------------- ------
----------
2xro 5UB-5ANt) 1/8' TEXTURED
777-7 z i2 W/I'x4' NOTCH a FINISH * UX)OD,
END, WRAPPED IN
--------------------------------------- 1/2'TEXTURED
FINISH * CMU
PEEL 4 STIC<
---METAL LATH
_��DRIP EDGE
METAL FASCIA WRAP "�_WOOID SHEATHING
OR Cmu
1/8' TEXTURED
UJRB LAYER -1,
FINISH 6 WOOD STUCCO IUI;?AP(FRAM ONLY)
1/2' TEXTURED WRIB LAYER -2, FORTIFIBER
FIN16H s CMU BUILDING PAPER
(FRAME ONLY)
2XC. S.115 EAND—/
ROOFING. CEMENT
A:
METAL FASCIA
WRAP Ys' FROM
DRIP EDGE
STUCCO, I' FROM
V \ -------------------- WOOD WALL "—METAL KICK OUT
FLAN 15
("\—EXTERIOR WALL
(FRAME OR CMU)
NOTE NOTCH FOR 2X(o
SUB BAND ONLY
(—A)ELEVATION
ROOF KICK OUT REMOVED
FOR CLARITY
ROOF DECK (BEYOND)
EDGE, I' OFF WALL
VNOT INTO STUCCO)
11/8' TEXTURED FIN15H 6
I
/WOOD, 1/2' TEXTURED
FIN15H 0 CMU
—2x(o 6LIB-BAND W/I'x4l NOTCH e
END, WRAPPED IN PEEL 4 STICK
METAL FASCIA WRAP I- OFF
WOOD WALL. SUB BAND 2'
OFF WOOD WALL
PRE-ENGT) TRU56 TO BE CUT 0
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2'x4'x4'-O'
SCA55ED TO TRUSS
W/12d NAILS ro'-O'
O.C. MAX�
2x SUB-15AND WIV2'x4'
NOTCH o ENE)
METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
x x x
x x x x x
x x x x x
x x x x x
x x x x x x x x x x x x
x x x x x x x x x x x x x
x x x x x x x x x x x x x
x x x x x x x x x x x
x x x x x x x x x x
x x x x x x x x x x
x x x x x x x x
x x x x x
x
SUB BAND DETAIL 0�) WALL
SUB BAND DETAIL @) WALL
W/KICK-OUT
kME OR CMU
T PAPER
DRIP EDGE
(REFERENCE POINT
ONLY FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4" ABOVE 50TTOM OF
DRIP EDGE
2x SUB -BANE)
U)/IY2'x4' NOTCH e
END, WRAPPED IN
PEEL 4 STICK
-ROOF CEMENT 0
ROOF EDGE
OMITTED FOR
CLARITY
FRAME OR CMU
WALL KICK -OUT FLASHING
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4' ABOVE BOTTOM OF
DRIP EDGE
2x SU15-5AND
W/lli'x4' NOTCH 0
END, WRAPPED IN
PEEL 4 STICK
*RO(::)F CEMENT
ROOF EDGE
OMITTED FOR
CLARITY
A RCHITEM
GrWDesg'n
ouloo.c.
_ .. _"� 4� MV
LONGWOOD , FL32750
PH: 407-77445078
FAX: 407-774-4078
www.abdesigngmup.cDm
AA #: 0003325
E
"T
rMMDXV. & LO
SILVERADO
LOT 29
BLK 6
PROMOTO
04128.000-02961
MODWOU
4ENB
"1751-NEUVILLE"
GARAGM OWWO:
LEFT
PAGIM
WALL
ASSEMBLY
DETAILS:
SUB —BAND
Q150 MPH,EXP. Bj
ARcHrrEcT..
STATE OF
F-prauT 11/09
JDATM ll/ /17
8CALU 1/4"=l'-O"
WA6
-0