HomeMy WebLinkAbout6605 Wagon Trail Sto STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
D.R. HORTON HOMES
12602 TELECOM DRIVE
TAMPA, FL 33637
TEL: (813) 740-9720
FAX: (813) 740-9715
STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
AR NO. 93723
A.B. DESIGN GROUP, INC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
I PLAN REVIEW I
4 E H 1B '�0-5
1 9 9 2605-HAYDEN99,
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
- MAX. HEIGHT AS PER LOCAL
AND STATE CODES
SOT. CALC.
SQ.FT. CALC.'S
IST FLR. L1vNG 1104 &Q. FT.
2ND FLR. LIVW. 1501 50. FT.
TOTAL LIYIW. 2605 SO, FT.
GARAGE 431 60. FT
POI;r_H 43 60. FT
TOTAL 3085 ec, FT�
,�'T" eO 60, FT 11
ABBREVIATIONS
MY.
MOVE
LAY.
LAVATORY
A/C
AIR CONDMONING
LUJI.
LUMINOUS
AN
ADJUSTABLE
M.C.
MEDICINE CABINET
AY:
ALTERNATE
In.
MANUFACTURER
AMP*
AMPERAGE
ION.
IANOIUM
BD.
BOARD
MTD.
MOUNTED
CL
CENTER I=
MTL
ME7AL
CAB'
CABINET
N13.
NOT TO SCALE
CID *
CEILING
O.0
ON CKNIER
CLR.
CLEAR
PL
PROPERTY LINE
CONC
CONCRETE
P.B
PUSH BUTTON
cpr.
CARM
PH.
PHONE
C.T.
CERAMIC THE
PIT,
PLAYS
D.
DRYER
PLYWD
PLYWOOD
DBL
DOUBLE
PR.
PAIR
D.G.
DUAL GUM
P.T.
PRESSURE TREATED
DIA.
DIAMETER
R.
ESER
DOI.
DIMENSION
BAD.
RADIUS
DISP
DISPOSAL
RA.G
RETURN AIR GRILL
DP.
DEEP
REP.
REFRIGERATOR
DR.
DOOR
RM.
BOOM
D.S.
DOWNSPOUT
P 0.
ROUGH OPENING
DTL
DETAIL
S.D.
SMOKE DETECTOR
D.W.
DISHWASHER
&H .
SINGLE HUNG
EA.
EACH
SHT.
MEET
EVA.
ELEVATION
SHTHG
SHEATHING
1Q.
EQUAL
sm.
SHOWER
EXH.
EKHAUST
Sim
MOLAR
ECT.
EMMOR
SIL
SLIDING
F.G /FX
FD(ED GIASS
SL GL
SLIDING GIASS
F.G�
FUEL GAS
SID.
STANDARD
FIN .
FINISH
sis
SHEAR WALL
FUL
FLOOR
SECTION
FLUOR
FLUORESCENT
SC
SOLID CORE
FR. DR.
FRENCH DOOR
TEMP
TMEPERM GLASS
M.
FOOTING
THE.
THICK
GA.
GAUGE
TAC
TOP OF CURB
GAII
GARAGE
T.O.P.
TOP OF PIATE
GARBAGE DISPOSAL
T.O.S.
TOP or SIAB
rDISP.
1.
,.I
GROUND -FAULT CIRCUIT
TYP-
TYPICAL
INTERRUPTER
U.N.O.
UNLESS NOTED
GL42S
OTHERWISE
GYP' BD.
GYPSUM BOARD
V.P
VAPOR PROOF
H.B.
HOSE BIB
W.
WASHER
H.C.
HOLWV CORE
if/
WITH
HDR.
HEADER
WD.
WOOD
HOT. OR BY
HEIGHT
WDW.
WINDOW
INSUL
INSULATION
W/H
TAM HEATER
INT_
DMOR
W.I.
WROUGHT MON
REVISIONS
REV. I DATE DESCRIPTION
�'L V�JRK SHALL CoMp
[3UILD1 LY 'wl--rH ppt
. ��V
I�ODES FUAIDA AILIIVG
vrioj4AL eLec., NG COL)E,
Atqj) IHE C17Y OFTZ' C- CODS
0RouvAiqcE,9 - ZEPHY44-ILLS
'tilt DAI.v
pw!s E,*,Av,1k P�HILLS
SHEET #
INDEX OF DRAWINGS
DESCRIPTION
PG CI -COVER PAGE
PG GN-GENERAL NOTES
PG 1 -FOUNDATION PLAN
PG IA -DOWEL PLAN FIRST FLOOR
PG I B-LINTEL SCHEDULE
PG 1B.1-UNTEL LOADS
PG 2 -FIRST FLOOR PLAN
PG 3 -SECOND FLOOR PLAN
PG 4C-FRONT & REAR ELEVATION *C"
PG 5C-LEFr & RIGHT ELEVATION "C"
PG 6-FRAMING PLAN ELEVATION "C"
PG 7C-ROOF FRAMING PLAN ELEVATION "C"
PG 7.1-CONNECTOR SCHEDULE
PG 8- FIRST FLOOR ELECTRICAL PLAN
PG 9- SECOND FLOOR ELECTRICAL PLAN
PG 10-FIRST FLOOR MECHANICAL PLAN
PG 11-SECOND FLOOR MECHANICAL PLAN
PG DI-MONOLOTHIC FOUNDATION DETALLS/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
_74
A R C H I T 9 C T 8
5
ms, 2.
G r Zouso. a
1"I N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-77"078
FAX: 407-774-4078
www.abdeslgngroup..m
AA #,. 0003326 J
8"3DIv- & Lo1r.
SILVERADO
LOT 32
LOT 6
pnoiwT# 1
04128,000-03261
MoDzu
4EHB
"2605-HAYDEN"
GARAGN SVMCF:
RIGHT
3PAGIM
COVER
PAGE
150 MPH EXP. B
ARCHrrECT-.
OF FLONDA
F-PRINT
DATM 11/08/17
DCAXJM 1/4-=l'-O"
B*mc3ffT
% c
1. ALL WORK DONE UNDER THIS CONTRACT SMALL BE IN COMPLIANCE NTH THE FLORIDA BIJILDING CODE, RESIDENTIAL (FBC% STH
EDITION (2014) AND IN CONJUNCTION NTH ASCE 7-10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS;
A. FLOOR LIVE LOADS R301.5 (PSF)
1. SLEEPING ROOMS 30
11. ATTICS W/ STORAGE 20
Ill. ATTICS W/OUr STORAGE 10
IV. POOLROOMS 75
V. BALCONIES AND DECKS 40
VI. STAIRS 40
VII. ALL OTHER ROOMS 40
B. FLOOR DEAD LOADS R301.4 15 (PSF)
C. ROOF LIVE LOADS R301.6
1. "MINIMUM ROOF LIVE LOADS SMALL COMPLY NTH TABLE R301.6 OF THE FBCR 5TH EDITION (2014)
D. ROOF DEAD LOAD (PSF)
1. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10)
11. CONCRETE TILES 25 (rCDL 15 & BCDL 10)
E. WIND LOAD CRITERIA
1, BASIC WIND SPEED VULT-050 MPH, VASD=116 MPH
IL EXPOSURE CATEGORY B
Ill. WIND DIRECTIONALITY FACTOR (KD) 0.85
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS *018
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 SMALL 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 N01IFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK.
5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR310.1.2.
12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SMALL BE 20 INCHES PER FBCR310.1.3.
GAUGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR 150 MPH MIN. WIND LOAD.
S. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
Z 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 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK,
OR 2D-MINUrE FIRE -RATED DOORS AND MUST BE EQUIPPED W1 A SELF -CLOSING DEVICE PER R302 5.1 OF FBCR (2014).
3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID
NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. PER FBCIR 5TH EDITION (2014) R302.6 & TABLE R3OZ6. 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/WNCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
I . REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REOUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILD114G 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 NTH SITE WORK NOTED HEREIMSEE 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 SMALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Yk THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING.
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED,
8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
9. EXCAVATIONS TO BE A MINIMUM OF T- 0"BEYOND NEW FOOTING LINE.
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
1. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO.
Fb = 1,100 PSI Fv = 175 PSI E = 1,400,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGEACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING
OTHERWISE).
JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS.
CONCME
6. ALL BOLTS SHALL HAVE MINIMUM 7 SQUARE STANDARD CUT WASHERS UNDER HEADS ANDIOR NUTS WHERE IN CONTACT WITH WOOD.
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.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & RBOZ1.8. OF THE F8CR 5TH EDITiON (2014).
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OS8 EXPOSURE-1 OR 1/2' CDX PLYWOOD SHEATHING
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R4OZ2.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16'ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE%".
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8' COX PLYWOOD. 5/8' 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
4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
AT MID -SPAN FOR SPANS GREATER THAN 16"ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING
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 CHAMFERED3/4.
10. FLOOR SHEATHING SHALL BE APA RATED %'SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116'OSB EXPOSURE-1 OR 1/2"CDX PLYWOOD SHEATHING.
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SMALL BE ZP AND THE MINIMUM AREA SHALL BE 8 Fr . SO.
DRAWINGS, SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
14. TRUSS MANUFACTURER SMALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
MASONRY POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR NTH SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. CONSTRUCTION.
2. CONCRETE MASONRY UNITS SHALL BE GRADE'N' TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 lb, STANDARD
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F�n = 1500
PSI,
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-08Z STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
VARYBUrIT SHALL NOT BE LESS THAN %INCH AND NOT MORETHAN %INCH, REFERTO FBCR 5TH EDITION (2014), SECTION R60711
FOR MORTAR JOINT THICKNESS TOLERANCES.
6. GROUT SHALL BE IN ACCORDANCE NTH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2. OF THE FBCR 5TH ED11ION (2014).
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
8. MASONRY WALLS SMALL 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 VX 6"- W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP
SIDES AND ENDS A MINIMUM OF 12'. LOCATE WWF 2FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
THIS REINFORCEMENT SMALL 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, NTH 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. #5, W31 OR D31 AND SMALLER 2'
C. CONCRETE NOT EXPOSED TO WEATHER ORIN CONTACT NTH GROUND:
1. #11 AND SMALLER -3/4'
D. BEAMS, COLUMNS:
1. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 */V
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
TIMBER
1 . ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
1. STANDARD GRADING RULES FOR SOLRHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I.NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (rPI-1-07)
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS,
CRICKETS A14D VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN
ACCORDANCE WITH ANSI A58.1-1982.
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240�
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE *SIMPSON' STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS
NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE
MANUFACTURER IN THE LATEST CATALOG.
19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014).
PLUMBING
1 . SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX W (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM 3/4' PVC (SCHEDULE 40), INSULATED WrrH/2' AMAFLEX
4 SHOWER HEADS SMALL 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 STH
EDITION (2014).
EXTERIOR WALL COVIEPJNGS
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
MEIWR FINISHES
1 . WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 3/8'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, 10. THICK,
WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE NTH ASTM-C926-1 la &
ASTM-C1063-12a
3. LATH& ACCESORIES PER ASTM4_1063-11A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT
LIMITED 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 -I 1A AND 13703,61 OF THE FBCR, 5TH EDITION (2014)
2-STORY GYPSUM BOAM
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH 112" GYPSUM BOARD. FBCR R302,7.
CONTROL DATE: 02/08/17
A R C N I T E C T S
G r ZDesign
ouspO-..a.
1441 IV. KUNALL) It"AN ts vlj.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdeslgngroup.com
L AA 0003325 A
!R
BUDDIV. &as LWO
SILVERADO
LOT 32
LOT 6
04128.000-03261
moDzu
4EHB
"2605-HAYDEN"
GI&RAOIC ewmcl--.
RIGHT
PAGO
GENERAL
NOTES
15a MPH E)T. B,,;
AFICHrMCT.
GTA'M OF
7
rpaluT -I
D.&Ta 11/08/17
SCAI.M- 1/4-=l'-O"
olmom
GN
r A R C N I T 9 C T $N
24'X24*XI2' CONC
(_4
PAD W13--, BARi E.W,
ON CHAIR$ MIN. 3'
4 " COVER (2 TYP.)
20-41,
FOUNDATION PLAN
NCTES�
VERIFY C004DENSER PAD LOCATION WITH SITE PLAN
FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL
MEET PROVISION OF SECTION R3113.1 OF T14E FISCR ST14
EDITION (2014)
21 vym
2j
k 1/2'
2'1'1'2 AV LAV
21 VTR
2'
3
2 A2' —
WASHER
"'s.,.T,
Q-1
VTR
AV
Co
3. Tus
4
2.
TO
MAIN
PLUMBING
RISER
NOTE; ALL PVC PLUMBED TRAP5 ARE TO BE 'P' TYPE
'S' TYPE AM PROHIBITED.
SECURE STRAP TO
UNIT W1 (2) -8xI 1/4
A/C
SHT MTL SCREWS
UNIT
SIMP50N WE, ROLL
STRAP OREQUAL
SECURE STRAP TO
CONC II/ (V-3/I&'X'2'
SLAB
TAP -CONS
A/C
CONNECTION
TO
PAD DETAIL
NOTE: MAIN COND. DRAIN 3/4' DIA�
OVER HEAD a 121 FROM STRUCTURE
er
_jjq��$n I
LuNuwuuu , M 42 IbU
PH: 407-774-6078
FAX 407-7744078
www.abdosigngroup.com
AA t. 0003325
Iq
roulwTv. a. m"P
SILVERADO
LOT 32
LOT 6
IPROJWT#
04128.000-03261
MODZM-
4EHB
"2605-HAYDEN"
GAP.*&GZ 81WING:
RIGHT
PAGM
FOUNDATION
PLAN
150 MPH EXP. B Of
ARCHMECT.
STATE OF FLOR0
affiEll
ROLAND A. ABOUCHACRA
L AR NO 93723 ,
F-PRDIFT ""o�
DATjft 11/08/17
SCALlft 1/4"=V-0"
DOWEL PLAN
A R C N I T E C T E
Design
Grou .n<
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdealgngroup.com
AA k: 0003325
F
y
V
y
2
F
0
G
y
O
F
O
ti
0
d
smwiv. 6e Lo;'
SILVERADO
LOT 32
LOT 6
PItOJWT#
04128.000-03261
MODIMA
4EHB
"2605-HAYDEN"
GARAGZ BWMG:
RIGHT
PAGD:
DOWEL
PLAN
150 MPH EXP. B Of
ARCHNTECT-
STATE OF FLORCA
�
I 11/08/17
BCAT.X- 1/4"=1'- 0"
sMe"
1A
PATI
Dt-------
( .068 SrS.D.
DINING
ROOM
8'-S'CLG.
KITCHEN
(3 (3
3052-&
(2) 3052-SP Plum -A.
UVING
ROO BEDRO
8'-S'CLG. 11 Il
2
�T
......... 41
0
FLEX
GARAG
W-a, FOYE
(V 3052-514
TRANS.
(9 L-2
F-
![�T -------
-------------
(3
S
LINTEL SCHEDULE
NOTE: THE LINTELS MAY BE SUMSTITUTED WITH
LINTELS FROM ANOTHER MANUFACTURER AS
LONG AS THE LINTELS ARE OF EQUIVALENT OR
GREATER CAFAr—ITY THAN THE VALUES
STATED
-400T-440R'l LINTEL SCHEDULE
LINTEL
NO.
LEII
TYPE
COMMENTS
L2
W-6-
8-15AT
L3
1.-'.
9FIl
L4
.11-&.
OF24-MAT
L5
W-6-
S-Il
L
SFI&-15/IT
L I
Ill
OF16-05AT
r A R C K I T E C T BN
6
Nes!Wgn
PH: 407-774-6078
FAX: -7;17.78=7.8
AA t. 0003325
IIJ
SILVERADO
LOT 32
LOT 6
R.0 Ma.=T.# 1
04128.000-03261
4EHB
"2605-HAYDEN"
GARAGM OTIl
RIGHT
PAGIM
LINTEL
SCHEDULE
150 MPH EXP. B
_IfARCWrMT'
STATE OF FLON
l
DATift 11/08/17
Il 1/4"=1'-0"
11111131za"
L I B
6AFE LOAD T,45LE6
FOR GRAvITY, UPLIFT 4 LATERAL LOAC>5
8' FRECA6T 4 FIRE5TRE55ED U-LINTEL5
(�'z
RA V I T'T'
LENGTH TYPE
&U,5
.
-
-
-16 JBFI&
-IS
-115
2'-10'(34') PRECAST
2302
3166
4413 1
603t
1526
S004
10412
11536
3lee
4413
003S
1526
W04
10412
IIWr.
3'-(o* (42') PRECAST
2302
3138
3311
468S
6001
1315
8630
SS41
3166
4413
&039
152&
W04
10412
IIWr.
4'-V(45'� PRECAST
202S
2325
24S&
346'1
4438
r:,410
63&4
1358
2646
4413
C�03S
ID26
W04
10412
IIS3r.
4'-(o' (54') PRECAST
Iro5l
Mal
11313
2651
3403
41413
48%,
5644
2110
49>21
6031
ID26
W04
10412
S668
5'-4* (64') PRECAST
1184
1223
IB01
ISOS
2311
2S26
3336
384f.
1665
2"S
5051
r.OS&
5400
6424
1450
PRECAST
e12
IOW
IOSS
1414
IMS
2304
2121
3131
145S
2464
4144
5450
4431
52M
6122
(c'-W(18") PRECAST
a3i
1255
2101
3263
2146
335$
3S-11
4585
1255.
2101
33S&
5260
1134
&SIBS
68W
I'-&' (eO') PRECAST
-liol
1029
Ir.15
2385
ISS4
24B-3
2886
3333
102S
irlE,
2roto
wn
ESs&
6613
5041
V-4' (112') PRECAST
513
632
104S
1461B
1210
14a2
1754
2021
168
1212
to 18
2544
546�
4030
3121
IV-6102ro') PRECAST
45(0
482
W2
1125
This
1122
1328
1535
658
1025
1514
2081
21-14
3130
2404
ll'-4' 036') PRECAST
445
5W
J35
B&5
1854
2355
1-TS3
2015
5se
S35
1365
1954
2441
355
4044
12'-0'(144') PRECAST
414
545
ft4
1254
1681b
20*14
1510
IBIS
r,5s
1 064
1254
16133
2211
2832
35W
V-4"(160') PRECAST
362
421
126
1028
1331
1635
1224
1418
485
149
1016
1438
1855
2343
2WO
14'-O'(IroV) PRECAST
338
381
648
IB19
11w
1462
108-1
1260
25
-7-
00
1003
133r
2
1114
2153
2669,
PRESTRESSED
N.R.
MR
MR
MR
MR
MR
MR
MR
- ZS
7r. -5
1310
204S
2610
�185
3165
l5'-4'(Io4') PRESTRESSED
N.R.
MR
MR
MR
MR
MR
MR
MR
20
12 '0
070
1955
2310
2eW
3410
1'1'-4' (206') PRESTRESSED
N.I;p
MR
WR
NR
MR
MR
MR -
--MR
-7o-
-73-o
550
1400
ISW
2200
2600
n'-4'(232') PRESTRESSED
N.R.
MR
R
MR
N
MR
R
MR
MR
MR
MR
2402400
,
-irO
IOW
1400
112o
7-3v
2I'-4'(2rpro')PRESTRESSED
N.R.
NR
14R
MR
MR
MR
MR
MR
163
330
610
S40
KINR
1.340
1'180
2110
22'-0'(2ro4') STRESSED
N
MR
MR
MR
MR
MR
Ir.0
300
510
810
1250
1660
I'alo
24'-Ot2S8') PRESTRESSED
MR
MR
MR
MR
MR
MR
14R
130
240
410
1 120
1030
1350=
t-IATERIAL5
L F'c precast lintel& = BE100 Pat.
2. F'C prestressed lintels - roOOO pot.
3. F'c grout - 3000 psi wl maximum 3113' aggregate.
4. Concrete masonry units (CMU) per A6TM CW w/
Minimum not area compressive strength - IWO psi,
5. F-1--bar provided in precast lintel per ASTM A&IS, GIR1100.
Field rebar per ASTM A615 GR40 or GR60.
ro. Prestressing strand per ASTM A41ro grade
2-10 low relaxation.
1. -1/32 wire per ASTM A510.
&. Mortar per ASTM C210 type M or S.
8' FREC,45T 4 FDRE5TRESSED U-UNTELS
*MT.4coomm
UFL
IFT
LATERAL
LENGTI-4 YPE
-
aP& 21
�F12-2T
"'-IT
16-2T
" -2T
TF�-IT
3F20-2
1
OF26-2T
8F32-2T
Bus
8F8
2'-10'(34') PRECAST
2121
28-18
4101
4101
5B32
loll
W55
2021
2121
2184
3 1
k
51SO
4 "l
Ir.3a.
Seal
.3'-&' (42') PRECAST
2165
228S
3260
4231
'211;
6204
IIS2
1251
1251 1
21&rp
2215
319,5
3
4125
50�al
60(11
1036
4'-0' (48') PRECAST
Is'
2832
3600
4532
538-1
6245
Wa
We
1
j"
S-IS
IS25
2150
3563
4422 15264
4412
1
6110
4'-ro'(54*) PRECAST
Ir,&0
1162
1250-1
3251
40NIC 1
4161 1
5525
121
1660
110F,
243r,
3111
3SI3 14,58
15406,
-- -
121
r7'-4' (64')PRECAST
13S3-
14S4
2110
2141
3315
4010
r 4
4r.48
1353
1431
2050
2610
32W
3c320
4
45415
PRECAST
1212-
1351
IS30
2505
3094
3665
4
4241
4
418
418
1212
1315
1815
2441
3010
'o
3583
4151
4'5
PRECAST
1141-
1200
1133
2250
216S
32-BO
3612
36'2
'101
1141
1182
1664
21S2
2103
321&
3132
"'2
I'-9>` (1BO')PRECA6T
S"'
'312
1415
11314
2354
2121
3240
�2.'-V
SW
19>23
1466
lWl
23N
21SI
3245
_'24'
531
V-4' (112') PRECAST
W"
r'12
9W
12613
560
1852
2144
2144
454
&3o
Sol
15S
IIS2
550
ISIO
2211
_'4
29,34
PRECAST
116-
4W_
IW
1021
1290
145&
M31
3S&
4W
11r.
611
103S
I-Ses
lill
2034
2355
11'-W (136') PRECAST
6(or.,
435
&S&
6SIB
1104
1301b
1515
3r03
55&
r. 9, (,
F,35
wk
12,35
15%5
ISS&
21,38
12'-0'(144') PRECAST
9>01*
40KO
6.31
at(.
109>1
1 1186
13-12
340.4S4
r.31
406
ele
120S
1514
IISS
=0
13'-4'(I(vO')PRECA5T
1500-
340
532
69V6
841
S-3-1
IS3
302
na
513
40S
682
1004
139,71
1631
1851
PRECAST
458*
31r.
4W
635
118
S22
1065
286
3roo
548
Xle
62S
S22
1254
15 61
1819,
14'-b'(116') PRESTRESSED
243
2W
45S
EISI
124
851
SW
N'R'
243
352
582
852
llr,.b
14SI
11-42
150-4'094') PRESTFiESSEr,>
22S
2-78
430
553
611
Sol
S25
NR_
321
128
321b
542
1SI
1012
;a-,
-1&I&
]1'-4' (208')PRESTRIESSED
'as
2-.6
361
464
59,1
610
114
N.R.
lee
216
44S
6413
814
1121
7'-',
IV-4' (232') PRESTRESSED
*5
201
313
401
4W
516
rpr.1
N.R.
204
165
231B
383
550
13r.
S40
1160
(25(.')PRE5TRESSED
145
IS&
218
356
433
512
5W
N.R.
112
212
336
41-1
&35
W-7
-
SW
_142
22'-O'(264')PRESTRESSIED
140
ISO
266
343
418
4W
565
-
13-1
205
322
�51
"01
"1'
S41
24'-0'r2SS') PRESTRESSED
*5
144
3.
1 T.7
74-1
5 15
_71221 1
196
2W
408
1 539
1 6SO
S33
rzENEIRAL NOTE5
-REDUCE VALUE BY 25% FOR GRADE 40 FIELD RE15AR
8' FIRECAST W1 2' RECE55 DOOR U-LINTEL5
GRAVITT'
LENGTH TYPE
OW14-
6-0e
OW22-
SW26-0e
OW30-OB
BRU
OW14-15
MWIS-115
OW22-IB
SRF26-113
OW30-IB,
4'-4" (52') PRECAST
148
ISSI
1821
3053
3412
2W2
4W2
3%54
6412
4WS
IS41
5W4
13416
&OW
10818
4'-ro' (54') PRI -CAST
144S
2-IS2
2114
3600
4481
5315
6264
1102
3412
4W2
64-12
11341
13414.
0ale
5'-8' (68')PRECA51'
832
1602
1550
2058
2566
3015
.1585
153
2162
4014
6412
6516
5614
1 663S
5'-IO'(l0')PRECA5T
135.-7-37-r
Ilt
1 1500
144B
IS24
2400
2616
3352
2 -or, I
-3all
64-12
651r.
5450
6411
io'-V (80')PRECAST
112
Wl
troll
21B33
25,16
3223
38-12
4522
-q1-
1611
2S33
4"
6130
ani
( loi
1'-6* (W')PRECA5T
'161
1311
2252
ISSO
2451
2544
343S
665
1&4
1311
232S
360S
54S2
bia,24
5132
V-V 01W) PRECAST
vil
420
$34
1253
1011
1342
1614
We&
535
;2;
[ i7S_1r
_211S
-7677FFF��
V PRECAST W1 2' RECESS DOOR U-LINTELS
4^"_4fflM
UFL
FT
LATERAL
LEN(STI-4 TYPE
Sf*6�7
ORPIO-IT
NW14-IT
SWIS-rr
80:22-IT
DOW26-IT
8W30-TT
ORF6-2T
SWIV-2T
81W!4�2T
SWO-2T
OW22-1-1
SIRR2.71
30-21
4'-4' (52") PRECAST
1244
1513
2413
3260
4112
4S&'I
5625
532
1244
151S
23B5
3110
400S
4850
5&S6
IB32
4'-ro' (EW) PRECAST
IIS2
1501
2311
3121
3S31
41Br.
5511
S53
IIS2
1455
2240
30-1&
3831
4643
5453 '
853
51-81 (651)FIRECAST
-324-
1112
IIS5
2423
3055
3e,80
4325
501
S24
1132
1 1-141
235-1
213-16
3r,03
42-30
501
rp'- 10'(10') PRECAST
8136.
1130
1142
2352
2%65
3551
41W
411
61B&
10SIB
16W
226e
28131
34S-1
-Z1V-(
41,11
Ila
SS2
1513
29>42
2513
3101
3&42
lie
95r.
d1468
isal
25M
3035
3563
'1'-6* (50")PRECAST
9188
rbsl
1325
1810
22W
2-153
3221
110
S41
&W
8415
I ,
1302
1162
2225
26W
3151
V-15' Clio') PRECAST
533'
5
i5_2
We
W0085
1123
1413
1104
99�
614
517
1 -21
1 1
1 1365
1128
208S
:1450
Sir.
TYPE DE61r_3N,4T10N
-REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR
M�m
1
HE
0
F - FILLED WITH GROUT / U - UNFILLED M
QUANTITY OF 05 REBAR AT
50TTOM Or LINTEL CAVITY
c5f=](o - 15/1T
NOMINAL WIDT _j L QUANTITY OF *5
NOMINAL 1!J4EIGWJ REIBAR AT TOP
a. MOM
SAFE L0,41D TABLE NOTE&
1, Provide full mortar head and i::>eci joints.
2. Shore filled lintals as required.
3, Installation of lintel must Comply with the architectural andlor structural drawIngb.
4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5, All lintel& meet or exceed L1360 vertical deflection, except lintel& 1'1'-4' and
longer with a nominal height of 8' meet or exceed L1180.
ro. Bottom field added rebar to be located at the bottom of the lintel cavity.
1, -1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
a. Cast -In -place concrete may be provided in composite lintel In lieu of concrete masonry units.
S. Safe load ratings based on rational design analysis per Art 318, and ACI 530
/6'ACTUALI
INAL WIDTH
-'S IREBAR AT TOP
MIN. (1) REQ'D
1-1/2' CLEAR
CM.U,
5 RESAIR AT BOTTOM
Or LINTEL CAVITY
BOTTOM REINFORCIW3
PROVIDED IN LINTEL
(VARIES)
1. All values based on minimum 4' bearing. Exception: Safe loads For unfilled
lintel& must be reduced by 20% if bearing length is less than 6-112',
Safe loaclb for all recessed lintels based on 6' nominal t)earing.
2. KIR. - Not Rated.
3. Safe loads are total superimposed allowable load on the section specified.
4. Safe loads based on grade 40 or grade 60 field rebar.
5, Additional lateral load capacity can be obtained by the designer by providing
addlonal reinforced masonry above the precast linteL
0. One r rebar may be substituted for two 05 rebars In 8' lintels only.
1. The designer may evaluate concentrated loads From the safe load tables by
calculating the maximum resisting moment and sh-ear at d-awag From the face of support.
0, For composite lintel heights not shown, use safe load from next lower height.
S, All safe loads In units of pounds per linear toot,
P-A R C N I T E C T 3
6
G r ZDe ign
ous®r..a.
1441 N - RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: 0003325
C,
F-summ a Lwzo
SILVERADO
LOT 32
LOT 6
1PX0n=T#
04128.000-03261
MODSU
4EHI3
"2605-HAYDEN"
GARAGM B'WMG-
RIGHT
3PAGM-
SAFE LOAD
TABLES
150 MPH EXP. B JI
ARCH111rECT.
STATE Or-
2
r-1,1111UNT
JDATM 11/08/17
8CAXJh 1/4"=I'-O"
11111115mew
1B. I
6. .00
V- 4'-
5 -4-
20'-4"
FIRST FLOOR PLAN
NOTE,
-2-8 LOLIV. DOOR W1 AIR HANDLER ON METAL STAND OR 2-a SOLID
DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
VERIFY CONDENSER PAID LOCATION WITI4 SITE PLAN.
FRONT DOOR ASSEMBLY TO 5E THERMA-TRU FIBERGLASS DOOR LU/
TRANSOM (SINGLE ASSEMBLY)
-20 MIN. FIRE RATED DOOR TO BE EQUIPPED W/ 5ELF-CLOSING DEvICE
PER SECTION R3023.1 Or THE FBCR BT14 EDITION (2014)
EXTERIOR MASONRY
WALL BRG. WEIGHT$
LOAD 5RG, WALL
UN.0 ON PI ANS
SQ.FT. CALC.'S
I&T rl-R LIVW.
104 So. FT
2ND FLR. LIVW.
�501 SQ.-FT'
TOTAL LlvlW.
2(.05 SQ. FT.
GARAGE
431 SQ. FT.
FORCW
43 SQ. FT.
TOTAL
3-CS5 50. FT.
PAlIO
Eli
1 4"
Ir
DaL�� I I "
TOP
PLATE
B A R DETAIL
61—ALE: 1/2'-1'-0'
/im;,�ARCH
I
COMPON3ff AND MADDING
WID LOADS
SAW WIND EFOSW FOR 3 SEMID
OM
Opel"
SOUAFE
WE
ODWHWINDM
FOWO
ANDTI?E
FOWAM
MIN. WINDOW
to
5
25/-33
CRITERIA
EXTERIOR SWIW3
Is
51
24/-31
' "
DR. MIN. CRITERIA
I
S,GD. MIN.
41
El
23/-2c3
CRITERIA
16010 O.W.D.
112
5
21/-25
BASIC WIND SPEED MPH 150 (Vult) INTERNAL
PRESSURE COEFFICENT = 0.18 BLDG. CAT.=II,
EXP.=B, MEAN ROOF HT. = 23'-0"
PRESSURES HAVE BEEN MODMED PER SEC71ON 612.2 OF
THE FBCR 5th EDMON (2014) TO MEET TESTED ALLOWABLE
OR NOMINAL WIND LOAD VALUES FROM THE PRODUCr
MANUFACTURER CMMLDAIE 07/00/5
A R C H I T I C T llI
6
Design
G r Zbusp0l! -
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774,8078
FAK 407-7744078
www.abdesigngroup.com
AA *1.0003325
rsxmDrv. a W74
SILVERADO
LOT 32
LOT 6
pnw T#
04128.000-03261
m0DZm'
4EHB
"2605-HAYDEN"
GAP.AGM 8WING:
RIGHT
PA03k
FIRST
FLOOR
PLAN
150 MPH EXP. Bf
rpqltnm "-*#,
Z)ATA 11/08/17
DCALlft 1/4"=l'-O"
opmew
2
HANDRAIL a 3*
Wl 2X4 RE - INFO
THE CLEAR 5PACE BETWEEN
THE HANDRAIL AND THE WALL
5PALL BE NO LESS THAN 1 1/2'
AS PER F5CR R311.1,15.2
NOTE:
1. PANDRAILS SHALL PAVE EITHER A CIRCULAR CROSS SECTIC
DIAMETER OF 1j"i 2' OR A NONCiRcULAR CROSS SECTION LUITH
PERIMETER DIMENSION Or AT LEAST 4' BUT NOT MORE THAN (c
A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'
SHALL PAVE A MINIMUM RADIUS OF 1/8'.
2 , TH15 RAILING 5Y5TEM 15 DESIGNED TO RESIST A LOAD OF 5
FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN Al -
DIRECTION AT THE TOP OF 5UCH 5ARRIEFro AT ANY LOCATIOI�
SAFEGUARD, WWICHEvER CONDITION PRODUCES THE MAXIMUM
5TRE86ES- PER SECTION 160-1.6.1 / F.B.C. 2014
(�)BHANDRAIL DETAIL
B P�!� PETAIL
SCALE: 3/4 -11 0'
4 -2' 4 r_2'
2
C=)
3052-SH
EGRESS (2) 3002 - SH 30_x-
7
:E
7::
wi
J,�,2'-
UPSTAIRS
CHASE
LO
F'g 1.4
LIVING
L C14ASE
'=
DEL STUD
0131- STUD—/
2'-4�
_10L
B g3
1'-4" 41-of"
12"-
42' H HALF
C�v
WALL W1 CAP
Z� 4" 101,
L9LAV
v
CLG.
OPT, OPT,
DN. D. W.
11
IE 4
d)
"0. c4G, 11
STAIR DATA
16 RISERS o 1541
-SHI
LEE'
TREADS * 101
15 Tf
-I' NOSING
ed 22X3(.
2 -4
2' -2'
'r ATTIC
4'-4-
-0.
1
ACCESS 13'
v
AAT!—f
4X4 POST 4X4 POST
CHASE
cl OWNER'S
SUIT
01-01
(2) 3052-5W
EGRES5
C=)
2040. EIRE
61-51 V-4" 4'-2' to -61,
ZZ� "-�12'.- HALF WALL
SECURE �FMADS TO STRINGER (2) LAYERS CIF 3/4' PL 0 / AP SECOND FLOOR PLAN
V4'T40 WIS FLOOR NOTE:
STRINGER UNTOWE )OR MATERIAL RIPS FOR GLUED A Scleritao 2-8 LOUV. DOOR III/ AIR WANDLER ON METAL STAND OR 2-8 SOLID
TO EXTEND ISEYOI NAILING PER FASTENER DOOR LU/ RETURN PLENUM AND RETURN AIR GRILLE
OF ",FLOOR SHEATHING _WPDI H E
AHU W/(3n 3 15CREWS �EA �R 12) LATE
ED FL,
0
B_
42' 14.1/2
WALL W1
3/4' KIC
CAP
I' MAX. PLATE
to,
MIN.
STOR.
-2xI2 SYP STRINGER
REINFORCE UV2X4 $PF
W/CCNT. 5EAD OF
SM-FLOOR ADHESIVE
PL 400 OR SIMILARE
'HORIZONTAL
0
EA RiN
ILO,
2 X 4 RE-INFORCING
- EA. 2 X 12 STRINGER
SECURE w/r2d 61-81 O.0
MASONRY NAILS - 2X4 P.T.
SLEEPER INTO SLAB W THIN S'
IT
OF EACH NO, 32' D.C. MAX.
10'-0 3/4' 2ND FIN. FLR.
S'-S'BF�33. HGT.
PRE - Ew.
FOR. TRUSSES
NOTE.
STAIRS RISE TO CONFORM TO FWR 5TI4
EDITIC14 (204)
STAIR DATA:
MKTREAD.10' MAXRIWR-13/4'3A6'
19,R 0 -1.54'1
mAX VARIATION IN RISERS/rREADS
15:READ5 *
ADJACENT TO EACH OTHER 3/0* MAX
10, p NOSING
VARIATION IN ANY RISERlrREAD HANDRAIL
�IRCULAR CROSS SECTION OIA TO BE 1314*
III- OR PROVIDE EQIJIVALENT
GRASPASILITY WINDERS� MIN. &'WIDE -
NARROW END MIN. 11' WIDTH - 12' FROM
NARROW END 34'MrN. HANDRAIL W.T.
-ENCLOSED ACCM]IBLE SPACE UNDER
STAIRS SHALL HAVE WALLS, UNDER STAIR
SURFACE AND ANY SOFFITS PROTECTED ON
TI-E ENCLOSED SIDE WITH Ij2'GYPSUM
BOARDS. FWR 3112.2
A STAIR DETAIL
0'-0' FIN. FLR.
i
F-A R C III i ir III C T 3
Des .
rqign
Gou a
roum..
PH:407-774-6078
FAK 407-7744078
www.abdesigngroupcom
L AA #,.0003325 1
axnmrv. so LO
SILVERADO
LOT 32
LOT 6
Pma=T#
04128.000-03261
wo
4EHB
"2605-HAYDEN"
GARAGM 8VWQ:
RIGHT
]PAOXI:
SECOND
FLOOR
PLAN
150 MPH EXP. B
ARcHffr-cT,
STATIE OF FLONDA
rpnmT 11/08/17
DA%M
OCAM 1/4"= l'— 0"
3
5TD. CALCS - OFF -RIDGE VENTS ONL
AREAOFATTIC ISB5 SQ. FT.
NET FREE VENTILATION AREA REQUIRED 11300
REQUI RED VENTILATION AREA 1595/300
5.28
VENTILATION AREA X SQ. 1 N CHES PER FT. (1") 760.9 SQ. IN.
MIN. REQUIRED VENTILATION SX 760.8
IN UPPER PORTION OF ATTIC
380.4 SQ. IN. 114' BR2. 1-*T.
115 SO, IN. PER VENT
OFF RIDGE VENTILAIION AREA LE
380.4/115 POOF
TOTAL#OF VENTS REQUIRED 3.30783
DECORATIVE
ITOTAL 101 VENTS PROVIDED FOAM DRAIN
'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG
(EXTERIOR OF WALL TO EXTERIOR OF WALL. NO OVER14ANM INCLUDED) FYPON IS-X4a----_
DECORATIVE
W RAISED
SHUTTER OR 4
EQUIVALENT WA 12 BAND
u
A 7A
WA
16-0 3/4' 2ND FLR.,L IND FLP
y,�d= _��4_
BRI3, W�_T. T
IT IYFICN 18-1.2-
DECORATIVE
2'- 0 0 H
'i, 5 U
AV_
TTER OR
EQUIVALENT
a14A CRICKET L -
A I
TYP. 1 5
IRA WA fE BANE)
--A R
A DECO. DETAIL 4
12 WA
SCALE: 1/2' - 1'-& 10-0 3/4'2ND FI W-0 3/4'2ND FIN. FLR.
_�4 . WA
8'-S* BRG. PGIT BIRG. W617.
TYP
RAISED
9 BAND
I/S'TWICK 3 rOAT ClEl-'IENT �IAY
PLASTER OVER 6 RAISED
FELT PAPER AND (TYF-.) 4B m
OVER APPROVED WOUSE UIRAP A
n I B 'D _- COACH
A=EAL'L,41.4
L IGWT
OR CRADE V' FELT PAPER 4' RAISED TYP.
PLASWING, SET IN
Roor1w. CEMENT
4'.4' CALv. ILI-TYPE BAND (TYpd
POEIRSLA96 SWIW. OVER -0
Ile$
PELT PER ON O.$jS, 2x& LEDWR SE01RED
W1 1/4'. 4' LAC, 150L
L
R
0
E
V
A_
L
T
R
PE
IN
NT
L
ON
lit IACK
T
E
M
P
'E'
TA
APE
IS.
L�A'114
AP
W
_X T
SHEATPWAIW. OR 1/2' C X &-o' FIN. rLR
PL W 2'DiA. WAS�eR
OR
YUJOOD SlEr-URED"PER 24
, _ DU
NAILING. 904EDULE 24* OZ. MAX u
t2
LBU-26 12
2.1b RAFTERS
7-
FRONT ELEVATION
LLIS26 W1 (4) 10d'.- TEXTURED FINISH
.. AND .
TO LEDGE AND (2) 10d'. I
TO 2�& JOIST
2x& LEDGE=112 * __
THREADED '2� 80Z. 2'- 0"
MAX. SET IN 61MPWN
HIGH STREW.TW Expoxy
SIM '>' --- I -
IN IE"SEr
1/2-THIor, 2 COAT CEMENT
PLASTER APPLIED
DIRECTLY To MASONRY
OFF RIDGE VENT OPF RIDGE VENT
,�r_
ROOF @ S.G.D.
SCALE: 1/2' 1'-0' W-0 3/4'2NO FLR. 41 - 0', 14'- 0" W-0 3/4'2N0 FLR.
SRS, WGT. BRG. HGT.
12
WA
L) E 'I I
15
A
16
TYPT L7 WA
W-0 3/4' 2ND FIN. FLR. '-0 3/4' 2ND FIN. FLR.
WA
W-W BR3. WGT. BRIG. WW.
(111A
TYP,j I
V-0'FIN. PLR. _11>' rIll- FLR
REAR ELEVATION
TEXTURED FINISH
A R C N I T I C T 8
4
eA 6Deslin
PH: 407-77"078
FAK 407-7744078
www,abdesigngroup.oDm
L AA #- 0003326 1
L1911,1IODIV. a X.02�1
SILVERADO,
LOT 32
LOT 6
PROJMT#
04128.000-03261
MODEMIC
4EHB
"2605-HAYDEN"
GAAAGZ 8WWO;
RIGHT
IPAGN:
FRONT&
REAR
ELEV. "C"
150 MPH EXP. B
I"PRUNT
DATM 11/08/171
BCAXJC: 1/4"=V-0"
slam"
% 4
RIGHT ELEVATION
TEXTUREr> FINISH
LEFT ELEVATION
TEX'rUfRE0 FINISH
F—A R 0 H I T E C T 5
6
be i n
G r ZOO. 1
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.cDm
AA 111: 0003325
Z'
Fmuiwrv. a
SILVERADO
LOT 32
LOT 6
04128.000-03261
MODEM&
4EHB
"2605-HAYDEN"
GAMAGN 8WING:
RIGHT
IPAGM
LEFT &
RIGHT
ELEV. "C"
150 MPH EXP. B
STA7EOT
FLOR
rpnoff -I
PAMM 11/08/17
MICALM 1/4"=l'-O'
slim=
�' 5 C
Fmuiwrv. a
SILVERADO
LOT 32
LOT 6
04128.000-03261
MODEM&
4EHB
"2605-HAYDEN"
GAMAGN 8WING:
RIGHT
IPAGM
LEFT &
RIGHT
ELEV. "C"
150 MPH EXP. B
STA7EOT
FLOR
rpnoff -I
PAMM 11/08/17
MICALM 1/4"=l'-O'
slim=
�' 5 C
BRACING LEGEND
EXTERIOR GABLE TO BE
BRACED Wt2X4 BLOC-KIWG
4'-o' O.0 . BETWEEN TOIP CHORD
4 2X4 SYP -2 X-BRAC1Wm
REFER TO DETAIL 15/05 FOR
Ii REQUIREMENTS
FASTEN 2X4 SYP -2 OR SPF
BEVEL CUT TO TRUSS TOP
CHORD W/10d x 3' NAILS a
6' O.C. STAGGERED
NOTE;
REFER TO TRUSS MFR'S SIGNED 4
SEALED DRAWINGS FOR WEB
BRACING LOCATION, SIZE 4
REQUIRED FASTENERS.
—A—
Icif IT o - i �
FTS PTS
rT
r. 11" if TFT4
11 U-
w w w w If I I H H H H H
I M M
11 11 11 if I II 111 11 o L�Tlli u u
I I I TO 4X 'I J51111. PTRi u
ST WTS-2
POST To SLA
d,--- ITT -
IL —El ft111111n[j
Z:Z== :3
(2) 2XI2 HDR LLJ(2�
2) FULL STUDS JA K 4;
K====
u-
-tft---
K===l
d)—
cl—
K====
FTGE2
�-IUC-410
iu :zw
- --- - - - - - - - - - - - - - -- - - -
-Tzz::a-
Taz�
0 (2) 2X6 LEDGER
SECURED W1 114"Xro'
E LAG BOLT W/2' DIA�
I WASHER * 24' OC.
FRAMING PLAN
CCA 0-1/22/16
El
F-A R C N I T E C T 8--1
G r aqDesign
ouscr, !
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
L —;&bd-Igngroup
#: 0003326
Z�
r,
00017. a LOTI
SILVERADO
LOT 32
LOT 6
]PROM="
04128.000-03261
MODMU
4EHB
"2605-HAYDEN"
GARAGN NVINCP
RIGHT
PAOM
FRAMING
PLAN
ELEVATION
r "c"
Q50 MPH,EXP. B)
I- AFtcHrrEcT..
STATE OF
nvto 011
r-p3twT
DAMM 11/08/17
BCAXM 1/4"=l'-O"
mime= _I
BRACIW3 LEGEND
EXTERIOR 63ABLE TO BE
BRACED W/2X4 SLOCKIW. 0
4'-O'O.C. BETLUEEN TOP C14ORD
4 2X4 SYP -2 X-BRACINCi.
REFER TO DETAIL 13/D5 FOR
BRACINr. REQUIREMENTS
FASTEN 2X4 SYP 02 OR SPFF
BEVEL CUT TO TRUSS TOP
V40RD UJ/10d x BI NAILS
ro' O.C. STACPGERED
NOTE:
REFER TO TRUSS I-FR'S SI(SNED 4
SEALED DRAWINCsS FOR WEB
BPACIWG LOCATION, SIZE 4
REQUIRED FASTENERS.
Cif
CJI
TRUSS TO 4X4
POST (2) MTS-12
POST TO BL<
HTT-4
-'--TRUSS TO 4X4
POST (2) MTS- 12
POST TO BLK
HTT-4
TRUSS TO 4X4
POST (2) MTS-t2
POST TO BLK
HTT-4
TRUSS TO 4X4
POST (2) MTS-12
POST TO 5LK.
I4TT-4
Fog=
VBL STUD
ROOF FRAMING PLAN
CCA 0"I/22A&
A It C H I T E C T 21
6
De ign
G r ZouslOn!
1"I N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAK 407-7744078
www.abdesigngroup.cDm
AA #-. 0003325
LJ
-10
rgFUNDIV. 11071)
SILVER7ADO
LOT 32
LOT 6
PROJWT#
04128.000-03261
moDmu
4EHI3
"2605-HAYDEN"
GARAGE OWWO;
RIGHT
PAGIM
ROOF
FRAMING
PLAN
ELEVATION
" C"
150 MPH EXP. B
.1 ARCHRECT
STATE OF
J//, lw-limy
rpRom
DATM 1111/0088/17
8CALM 1/4"=l'-O"
ollEET
7C
CONNECTOR SCHEDULE r__ DATE: 01-05-11
SIMPSON
USP I
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-16
1450
PTA 16-16
162S
(8) 106 . 1 1/2' I -FLY, (b) I&d 2-PLY, (USP, (10) IONd X 1 1/2' - NO lbal OPTION)
(2) META-Ir.
1505
(2) WTA 16-18
2800
(0) led x 1 1/2' I -PLY, (USP! (10) led x 1 1/2')
25115
(14) Ird 2-PLY (USP: NO Irbd OPTION)
WETA-I&
1810
WTA 16
18,10
(S) I" x 11/2' I -PLY, (8)16d 2-PLY U&P� (10) led x 11/2', NO I&d OPTION
WETA-20
tole
WTA 20
1010
(S) led x 1 1/2' I -PLY, (0) I&CI 2-PLY USP-. (10) 10d x 1 1/2', NO I&d OPTION
>_
w
z
(2) WETA-20
2035
(2) WTA-20
323-41
(10) 10,d x 1 1/2' I -PLY USP: (10) led x 1 1/2'
2500
(12) Ibel 2-PLY (USP� NO I&d OPTION)
0
LGT-2
250
LUGT-2
550
(1) - 1/4' x 2 1/4' TITEN, 2 (USP, MLK (5)1/4'WS, WOOD (16) led
DETAL-20
24W
DWTA-20
24310
(18) - led . 1 1/2, 1 PLY
MaT
3S&S
MUGIT
AIMS
IN HIGH STRrW.TW EPDXY (MIN. 12- EMIBED),(22) led TO WOOD (USP:(28)I0dTOWOOD)
WGT-2
losso
HOST-2
SISO
(2) 3/4' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 106 TO WOOD (USP:WOOD(W")
WGT-3
10030
4UGT_3
wbo
(2)3/4'A.T.P-IN141C.WSTF;EW.TWEf-OXY(MIK12'r=MWO),()&)IOdTOW00r.> (USP; WOOD (&)uzhd)
L6T3_SDS25
3285
LUST-3
3525
(12) SDS 1/4*.3'TO GIRDER, (4) 3/e'x WTITEN WO TO WALL (USP;C-L*C.(4)3/9*X5'UEDGEE�MT,WDOr>(12)WS25)
LTA2
12:0 PARALLEL TO WALL
12 0 PERPENDICULAR TO
WALL
LPTA
1510
(10) led . 1-1/2' (USP: (10) led . 1 1/2'
VGT
4S40
NO USP CONVERSION FOR SIMPSON VGT
(1) 5/8'A.T.R. IN PIGW STRENGTH EPDXY (MIN. 12' EMBED), (16)-SDS 1/4'XV TO WOOD
(2) VGT
1185
No USP CONVERSION FOR aim (2) VGT�
(2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIK 12' EMBED), (32)-eCS 1/4'X3' / 2 PLY
MTS-12
10"
MTW 12
Iw
(14) led x 1 1/2' (USP, 04� led x 1 112% (14) 10d)
WTS-16
1150
WTW 16
1260
(16) led x 1 1/20 (USPi (16) led . 1 1/2', (16) 10d)
WTS-20
1450
WTW 20
1530
(24) led x 1 1/2' (116P, (24) led . 11/2', (20) ")
14TO-24
1450
WTW 24
1530
(24) led . 1 1/2' (USP. (24) led . 1 1/2', (20� led)
LOTA-12
S25
LSTA 12
S30
(10) led USP, (10) led
LSTA-18
1235
LSTA 10
1235
(14) led USP: (14) led
MSTA-16
MIS
MSTA-16
INV
(14) led UC.P, (14) led
V)
MSTA-24
1640
MSTA-24
1640
(195) locl Usp, (IS)l
MSTA-30
2050
MSTA-30
2065
f22) ]Od Usp: (22) Wd
M-T-A--36-
2050
MSTA-36
2065
(26) led USP; (26) IMd
MSTI-36
3900
KSTI 23r.
3aw
(36) led x 1 1/2' Usp; (36)l0cl. 11/2,
MSTI-40
5065
KTSI 248
5140
(48) 10d . 1 1/2' LISP: (46) led . 1 1/2'
W6
sso
LFTA r.
1210
(8) Sd TO PLATES, (8) Sd TO STUDS (USP. 06� Sd x 1 1/2 *, (16) Sd)
SP4
"s
SPT 4
S45
e6) led x 1 1/2' TO STUDS USP. (6) led x 1 1/2' TO STUDS
A34
31B
MP 34
3w
(4) Od x 1 1/2' TO BEAM, (4) 1 1/2' TO POST. USP: (4) Sd x 1 1/2' TO BEAM, (4� Od I 1/2'TO POST.
14CP2
645
WHOP 2
am
(12) led x 1 1/2 USP: (10) led x 1 1/2' TO TRUSS, (10? led X 1 1/2' TO PLATE
WICA
1140
RT 16A
MOO
(18) 1 t/2' USP: (S) led x 1 1/2' TO TRUSS, (9) led X 11/2' TO PLATE
VIST A PIDU4
4%40
PI4D 4A
5215
(16)-SDS 1/4'x3' TO WOOD, (IV)-SDS 1/4'x2 1/2' W/ THREADED ROD, (2) NUTSAUASWERn PLY
USP, 5/8' ATR MIN. 'I' EMBED SET IN HIGH STRffw.TW EPDXY, (10) W53 WOOD SCREWS
VGT 4 WD*115
AS40
I
TDX 10
10140
(iW-SIDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W1 THREADED ROD, (2) NU78/WASWEfp12PLY
USP� I/S'ATR MIN. 1' EMBED SET IN WIG44 STRENGTH EPDXY, (4) 1/8'T�-M-BOLTS
AMU 44Z
2200
6665
PAU 44
2535
r.115
ei) 5/8' A.T.R. IN WI&W STREW3TW EPDXY, (MIN. 1'EMBEDd IN CIONC. (12)16d TO WOOD UbPs SAME AS SIMPSON
ABU 66Z
23"
12000
PAU 916
23080
16005
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, eMIN, I' EMBED.) IN CONC., (12)lbd TO WOOD USP; SAME AS SIMPSON
V)
LTTIS ...
1340
LTS IS
Res
(1) 3/4* AT.R. IN HIGH STRENGTH EPDXY, (MIN. I' EMMDd IN C.Otr (SAod TO WOOD USP; SAME AS SIMPSSCN
(If
0
LTT2013
1500
LTS 206
lies
(1) 1/2'A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I- EMBED.) IN CONC, 00)10d TO WOOD
USP: 3/4'ATR MIN I'EMISED SET IN 14IG14 STRENGTH EPDXY, (10) led, (10) loci x 1 1/2', 2-1/2'
0
z
14TT4
4450
WTT45
4160
WS/0' 4TR IN HIGH STRENGTH EPDXY (MIK I' EMBED,) IN OONC, (19) 6DOWX I 1/2'(USP-. (20)16d X 2-1/29
U$P WAS MORE NAIL OPTIONS: (20) 10do (20) " x 1-1/2', (20) *d x 2 1/2'
<
WTT&
sow
HTT45
5005
(1) S/a' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1 - EM5ED,) IN CONC., (29016d X 2 1/2 - (USP. (20) lgd X 2 -1/29
USP WAS MORE NAIL OPTIONS, (28) led, (213) 10ci x I� 1/2', (20) l6d . 2 1/2'
WWDQII-SDS 2-5-
11'sto
UPWID 11
14355
(1) PA.T.R. IN HIGH STRIEW.TW EPDXY, (MIN. O'EMBED.) IN-OONC, (24) 806 Y4'. 2&WOOD SCREWS (USP.- (24) W&3 WOOD SCREW5)
HDIB
6645
TDX 10
10140
(1) 1/8' A.B. IN WIG44 STRENGTH EPDXY, (MIN. I' EMBED.) IN CONC� (3) 3/4' STUD BOLTS TO WOOD (USP� (4) 1/0' BOLTS)
MBWA 3-'WA125
3415
5330
NPM313X?2U
2580
1130
SIMPSON, (1) 3/4'o0LTR. IN W*W STRENGTH EPDXY, (MK.&.15'EM5EOI`�lEmT) IN C1-U1 TOP, (1) 3/4'
A.TP_ IN WIGW STRENGTH EPDXY, (MR 6.15'EMBEDMENT) IN CJAU. FACE, (IO)Wd To BEAM
USP-. (9;/2'J-BOLT UY MINIMUM 6: EMBED. 4 NOT LESS THAN 4* FROM EDGE OF CONC W1 3/4'DIA ITW
RAMSETAREDWEAD DYNA SOLT SLEEVE ANC14OR OR EQ. W1 MIN. S' EMBED DEPTH INSTALLED IN THE FACE.
LLJ
0
WUSC412 (WOM)
3635
2660 (FLR)
WJ54121F
3060
2110 (rLR)
(10) 16ci TO WEADEIR, (10) Ibd TO WOOD USP: SAME AS SIMPSON
3265 (ROOF)
3325 (ROOF)
z
HUC410 (CMIJ)
1000
4920
HD410 IF
1305
5000
(16) 1/4'x 2-3/4'TITEN (S PER 'LAW.E)TO U,(10) lecl TOWOOD� (USPt (10) 114m x 3'WS3 5CRIEW6, (10) 10d TO WOOD.
USP (20) 3/16-17APPERt 10) e, .. WOODOM
�-IUC210-2 (CMU)
law
5085
1,40210-211F
13Aft
5000
(18)1/4'x 2-3/4'TITEN (9 PER FLANGE)TO C—M (10)"TOWOOD� (USP. (10) 114'. 3'W&3 SCREWS', (101 led TO WOOD.
USP (20) 3116' TAPPER-, (10) 10cl To WOOD
HUC210-3 (CMU)
1800
5085
I
WD210-31F
1505
5000
(10) 1/4'x 2-S/4'TITEN (S PER FLANGE) TO CM, (10) led TO WOOD, (USP: (18) 1/4'x VWS3 SCRELLIS, 00� 10d TO WOOD.
USP (20) 3A&'TAPPER-,?l0) " TO WOOD
I-C-A"e-2-SDIS
14W
SSS5
I
LGLM6-2
I
2125
i
6065
i
(4)3/8'x4'TITENWDAW-WOR$(2F-ERFLA� )TOCM,(4)1/4'X21/2'SDSSI-RSUJ&TOUIOOE>,
USP (4) 3/6' X 4' WEDGE BOLT.* W53 WOODSCREWS
HIGH STRENGTH EPDXY . Sit-PSON 'SET EPDXY -TIE'. CONTACT THE ARCWITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
ANCHORW. SYSTEMS.
WHERE ANCHOR EMBEDMENT IS GREATER THAN I' DEEP, THE VERTICAL CELL IN CMAJ. WALL MUST BE FILLED SOLID w/ GROUT.
led COMMON NAILS CAN BE SUBSTITUTED WITH led x I 1)2'NAILS IN OONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM T14E ARCHITECT IS REQUIRED FOR TPISAPPLICATION
PRIOR TO INSTALLATION.
... MINIMUM EMBEDMENT INTO THE TOP OF A BCNDBEAM WILL BE S', MINII`IUM EMBEDMENT INTO THE FOUNDATION WILL BE I'
Ld
0
ATJP - A-301 ALL THREAD RDID (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
Z
BECAUSE OF THE WIDE VARIETY or MATERIALS. LOCATIONS, AND CL)NDITIONS TWAT MAY AFFECT COIIP�IECTORS, T14E CONTRACTOR MST 15E RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION
1r, USED.
WHEN USING STAINLESS STEEL CONNECTOR$, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / WD& GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A53
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIvIDUAL BASIS AND MU67 WAVE WRITTEN APPROVAL FROM THE ARCWITECT/ENSINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CAONNECTORE, C-C2011'.'HIGH WIND -RESISTANT CONSTS&ICTION F-C-IWWRCAG16, AND ANCHORING 4 FASTENIW. SYSTEMS FOR C40NORIETE 4 MASONRY
CATALOG C-SAS_2012 4 USP STRUCTURAL CONNECTORS 20115-2016.
6INGLE STORY APPLICATION
SIZE
CLEAR SPAN
E:>BL 2 x &
UP TO S'-4'
DBL 2 x 8
5'-4' TO I'-V
DBL 2 x 10
11-01 TO 101-01
DBL 2 x 12
10'-0' AND OVER
TWO STORY APPLICATION DOUN STAIRS
51ZE
CLEAR SPAN
D15L 2 x (v
UP TO 5'-0'
DBL 2 x 8
W-V TO &'-4'
0131- 2 x 10
6'-4' TO V-0'
DBL 2 x 12
W-V AND OVER
FRAMING NQTE5;
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAIN (ft.)
UP TO
5'-V' To
B.-o'
U.N.O.
4'-11 1/2'
1--li 1/2-
AND Up
NUMBER Or HEADER STUDS
SUPPORTING ENID Or HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
��j
AT EACH END OF: HEADER
I
3
T r 2 x 12
1 2 SYP)
-1/161 065
NAIL(3)111
TYP. 2x12 BM.ZHDR.
1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O.
2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O:
TRUSS TO MASONRY/CONCRETE SHALL BE META-16
FLOOR TRU65 TO MASONRY/CONCRETE SPALL BE HETA-Iro AT EACH
END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
- TRUSS TO WOOD FRAMING SHALL BE MTS-12
3. TI;ZUSS TO TRUSS CONNECTfONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY
TRUSS MANUFACTURER.
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
PROFILE, AND 51ZE Or- ROOF/FLOOR TRUSSES.
5. HEADER SPAN r_�IART 4 MINIMUM WALL 4 HEADER
STUD REQ. ARE STANDARD UN.0 ON FRAMING PLAN
ro. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVESw EA,
END. CUT PITCH 4 BEvEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
-1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRU56ES TO TOP OF TRUSS BEARING.
&PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 W,
COMPARTMENT PER 5TP ED. 2014 F5C RESIDENTIAL -SECTION R302.12,
13.REFER TO DETAIL (o SHEET D5 FOR 1-STORY INTERIOR LOAD BEARING WALL 5TRAF5 4
DETAILS.
A R C N I T 9 C T 2
G r aDe ign
ous;®r..
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7744078
FAX, 407-7744078
www.abdesigngroup.com
AA #*. 0003326
L
I
J
roullarv. a. X"o-TN
SILVERADO
LOT 32
LOT 6
IPADJWT#
04128.000-03261
MOD311.9
4EHB
"2605-HAYDEN"
GAItAGIC BWMG:
RIGHT
PAGN:
CONNECTOR
SCHEDULE
150 MPH EXP. B
9�011
F-PRINT
T%ATJM 11/08/17
8CAXJh 1/4"=f-O"
exammT
L.7. 1 00
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
-e
125V OUTLET
20 � bN3L6 RXR
Z@
lwv CUTLET
n0V CUTLET
T% %07 CL'WL"
IIVV CUTLET
PRIGISTJO47
220V CUTLET
(4) W" �TM
�. "mpq�
OtrrUET
M_lw
�D I
BMTCW
SWITC14
3-U)AY OPER.
WLL MOUNTED
CEIL— I—
�Vp
LMIT
"o
wxaosw
�T. Fm
I
WIL�
I MR
C=Z�
11111iiiiin
Sxx
0 61W
10-
PA�ZL
m
Dma"
WALL tiCUWW
Dmcycl.
oloa 011octom
L�T
N`uft� 0"
O"T
ISLE.40M JACK
PATIO
D�NING
Oom
KITCHEN
OP T� 7
�PAN.
8"Ll. A "I TAI�Z
OF SIOT LEft � 4' PRE -WIRED
Mom WAL
CLG PAN
FLE_
FOYER
t I TKLR�*ICN
ACZORD
J/)= K� LIOW
El K"�
P� �-WJTTON FOR �VR6
um ftw
LOCATION Or TV JACKS 4 PHONE OUTLETS
FANS TO BE VERIFIED * HOMEOWNER
PRE-C,CNSTFWCTION MEETING.
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF FBCR 5TI4
EDI ION (2014).
20 AMP DEDICATED LALINDRY CIRCUIT.
GF1 - ISLAND (NOT ON KITCI-IEN CIRCUIT)
DISHWASHER DISC04NECT TO BE LOCKOUT
IN PANEL
BATHROOM EX14AUST FAN TO HAVE MIIL
CAPACITY OF 50 CFM INTERMITTENT PER
ELECTRICAL PROVISIONS Or SECTION
M 501.5 21A�
15
LAUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT-INTERRUPtER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRIW. tET1400 SHALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS OF:
ALL WOW TO COMPLY WITH ELECTRICAL
PROV15IONS OF THE FBCR 5TH ED (2014).
P.B. FOR
C H M 3:�
I Ea/
c
L — — — — — i�
VOING
Om
FIRE -WIRED
CLG FAN
SWITCH IN
CABINET
CUTLET
FOR DW TO 2ND FL
SWITCH
115T
10
GARAGE
DOOR
KEYLES&
FIXTURE
GFI
GARAGE
DOOR
PREWIRE
GARAG
I t
PIRE-WIRED
CLG IFAN
— 4�
BEDROOM #
;ATH
ID4
/,"LLARD
AS REQ.
PER ISIL
CODE —E
METER
FIELD
VERIFY
LOC.
IRRIGATI�N
OUTLET
46' Ar-.F.
— — — — — — — — — — — — — — — — — — — —
CIA
LIGHT
FIRST FLOOR ELECTRICAL PLAN
I UNIT - NEW CHART
IJOAD CALCULATIONS ONE FAMILY
DWELLING WITH HEAT PUMP
O&C Com �2?
HOUSE PLAN: 4EHB HAYDEN MODEL
LOAD INFORMATION
VA
2805 SQ G� UGMUG X 3 VA PER SQ FT
Y.5
2
WOO
I CmUff
.5m
I �03 " NAME P"TZ RkTOW OR COOIKTOP/O�
nOOG
I — —
--
I DIZHV�
12M
cw�
5000
2 Dw—
500
MCROWAM
�500
a REFRIGERATOR
1200
S�OTAL Or O� WAD
38215
PIRRT to � Or am� WAD AT loox
10000
�ER OF G� WAD A7 � 28216 VA —
112"
NET GENXR- —
21286
-5 To. �T � (w/ 6" �m" �T
. — . — v-
&6 TOM c_� 4G 240 V�
- �00
— — __
=.d
NET TOT" w-
"oo
�AL --
13"m
CALCULATED LOAD FOR SERVICE
__221ffL_ VA/9- -
150 AMP SERVICE
—RW c� �o - momm w� w�
V3RD FOR c�moxy -
NEUTRAL CALCULATION;
LIGH7ING, APLLIANCE, LAUNDRY LOADS:
14,283
3000 VA a 100%, REMAINDER 0 35%
NET LOADi
6,S45
RANISE: 120kw o 10%
0,400
DRYER: 5000 * 109.
3500
TOTAL
la,841b
NEUTRAL AMPACITY: 18,40S / 240 - 15 A
02 AL MINIMUM NEUTRAL CONDUCTOR
PROVIDE 3-2/0 CU, TALIN - 1% CU IN 2'CONDUIT OR 3
4/0 AL, TH11,114 - 1% CU IN 2' CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT 0 OVERHANG.)
F —I
150 4Mf= ELECTRICAL R15ER
NOT TO SCALE, COMBINATION SERVICE 15,11
DISCONNECT SWITCH AND 120/240 VOL
GENERAL NOTES: ELECTRIC METER IN P14ASE
A. ELECTRICAL MATERIALS AND INSTALLATIC145 SHALL NEMA 3R ENCLOSURE MLO
COMPLY WITH ELECTRICAL PROVISIONS Or THE FBCR 5TW PANEL
14 LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
FS--OA/27P
5, ALL CONDUCTOR5 SHALL BE TYPE THWN/THLLN UNLESS I MCIB
NOTED OTHERWISE.
POWER COMPA
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CU) IN
1-1/2" DIA SCHEDULE W PVC CONDUIT OR PROVIDE 3
2/0 ALUMINUM (AL� IN 2" DIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE 16 PROVIDED BY THE
ELECTRIC COMPANY . COORDINATE WITH THE ELECTRIC
COMPANY PRIOR To SiD.
r A It C N I T E C T I
Design
r, r aoqusm �_
LONGWOOD, FIL 32760
PH: 407�474-6078
FAX: 407-7�74-4078
L WWWZbdesigngroup.com
.332,
,
r E
t
11 j
rounDiv. a I'M
SILVERADO
LOT 32
LOT 6
PltojwT#
04128,000-03261
IWDZMA
4EHI3
"2605—HAYDEN"
GAAAGN DWINM
RIGHT
PASIM
FIRST
FLOOR
ELECTRICAL
PLAN
%'150 MPH EXP. Bj
TELEPHONE SERVICE _= TILE '-
ENTRANCE . CE .1,11=15
EQUIPMENT EQUIF"IENT
tic
BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
t
I, A.ABOUCHAOR
AR NO 93723
r_pxwT
- 1 -4 CU SERVICE GROUND CONNECTED TO DATM 11/08/17
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS Or THE F5CR 5TH 11111111CAlAft 1/4"=l'-O
5/8" DIA X 8 FT LOW. COPPER CLAD GROUND ROD
8
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
-e
125V OUTLET
W Al� 60414! PME
I;cv OUTLET
110Y OUTLET
T`OO'=L"' UMEO
GF1
WV OUTLET
"OU"""D W"S"C M
lNTlIWPTlM?TAllftM
RESISTANT TYPE)
220V OUTLET
e4l MISS CONNWCTtO4
WP
jt� "�
WIIIOUNO 1AULT
Opt
CUTLS�
INTEMPOPMR
SuTch4
9uTCW
1-111,41' OPEINIL
�-o
WALL Ma"C'
L*WT
CEILW. Lr,4T
�011 VP
V�
I.IdW?
yo
UALL SCONCE
(W-MC-6 Tw w
'I— I
LU04'1
NE ENT
,C
4' MUORI[WART
4' TRACK LIGNIT
cz;�
PANEL
MTE*
vioKe ce?gcTm
WALL MOUNTED
O.S,co I CASSON �wxivii
=— I MALE BE A O—IST-ANCE
MMPV�E JACK
lo-
-TER W."
AIM CONDITIM;
DIMCONNECT
—
IONJAICK
PlApeam AS, SJON OIS
FLOOD LOW
—F 1=`Ao
mi&N-muTTaw awras
um Pm
07
LOCATION Or TV JACKS 4 PHONE OUTLETS
FAN$ TO BE VERIFIED * HOMEOWNER
FIRE -CCNSTRUCTION MEETIW..
ALL RECEPTACLES N ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF FISCIR 5TW
20 AMP DEDICATED LAUNDRY CIRCUIT.
GFI * ISLAND (NOT ON KITCHEN CIR=IT)
DISHWASHER DISCI:)NNECT TO BE LOCKOUT
IN PANEL
BATHROOM EXHAUST FAN TO HAVE MIN.
CAPACITY Or SO CFM INTERMITTENT PER
ELECTRICAL
FISC;��VISICN -F SECTION
S "
M1501 STM EDITION C2014),
LAUNDRY ROOM RECEPTACLE %4ALL BE
GROUND rAAJLT C(RCUIT-INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING. MT440D SHALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS Or
E=
ALL UXWK TO COMFLY WITH ELECTRICAL
PROVISIONS Or THE FBr—R &TH ED (2014).
Mm�l P, =IzAg ad NO rtz: QlAj-j
SECOND FLOOR ELECTRICAL PLAN
A R C H I T E C T llll'�
6
D �n
esip
rnijff-.--
OD, 50
LONGWO,FL327J
PH: 407-7744;078
FAX: 407- ffa
77440 8
www.abdesigngroup.com
AA #-- 25
III
—17"ll
F-summ a LID
SILVERADO
LOT 32
LOT 6
raommT#
04128.000-03261
moDmIld
4EHI3
"2605—HAYDEN"
GAI%AGZ 9WD9Q.
RIGHT
PAGA
SECOND
FLOOR
ELECTRICAL
PLAN
Nftl5o MPH EXP. B -j
ARCHrrIECT-,
STATE OF F
)v - ��#
r,pamT -I
VATM 11/08/17
2CALM 1/4"=l'-O"
9
HVAC NOTES
1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER
MF63. REOUIREMIEENTS.
2. ALL DUCT SYSTEMS INSTALLED IN NON-CONDITIONIED AREAS SHALL 59 CONSTRUCTED OF A VALUE
OF: NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND
INSTALLED AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603.
3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NPPA WA 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 FBCR STH EDITION (2014) MECHANICAL CODE SECTION r.9>3
6. ENCLOSED SUPPORT PLATFORMS SHALL ME CONSTRUCTED IN ACCORDANCE TO PBCR STA EDITION
(2014) MECHANICAL CODE 603.1
1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING rlXTURES SHALL BE
MECHANICALLY VENTED IN ACCORDANCE WITH rBCR 5TH EDITION (2014� MECHANICAL CODE
SECTION 403.
S. ALL EXHAUSTED BATH ROOMS, SHALL WAVE UNDER -CUT DOOR$ FOR MAKE-UP AIR TO BE
RETURNED, TO EQUAL AIR EXHAUSTED.
13, ALL FIRE RATED CEILINGS AND WALLS SHALL 14AVE AN APPROVED FIRE OR FIRE/$MOKE
DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WIT14 ACCESS DOOR-S TO
RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBCR 5TH
EDITION (2014) MECHANICAL CODE SECTION 60-1.
10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WIT14 BALANCING DAMPERS.
11. DRYER BOOSTER TO BE A FANTECH 05r BOOSTER PAN OR EQUAL.
PANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS.
NOTE
ALL WVAC TO HAVE PROPER
PANS W1 DRAANS
ATTIC
CEILING-�\
00
EXTERIOR WALL
PLENUM
AIR RETURN
AUCTION AND LIQUID
AIR SUPPLY
REFRIGERANT LINES
AIR HANDLER_--
EXTERIOR WALL
3/4* PVC CONDENSATE DRAIN LINE
EVAP.TRAY
PVC SLEEVE TO LINES BELOW $LAD
REFRIGERANT LINES TO
PLATFORM
CONDENSING UNIT
TRAP DRAIN LINE AND TERMINATE
IN AN APROvED DRAIN, AS PER
FBCR 5TH EDITION (2014)
MECHANICAL BLDG. CODE
SECTION W12.1.1
HVAC
DRAINS.
5CORIATED NICKEL
BRONZE FL. PL.
5RA55 PLUG
INSIDE
CAULK
FIN, FLOOR
OR WALL
FITTING OR EXTENSION TO
SOIL OR WASTE AS
REQUIRED
WADE 8240-K J054M 56000
SERIES NICKEL BRASS TOP
P.V.0 OPTI/SPEC
IV. SEE
, *ITE PLAN
TFLOOR SLAB CLEAN —OUT (TYP. ' )
NTS'
FIRST FLOOR MECHANICAL PLAN
COUNTERSUNK
C.O. PLUG
SEE SPEC,
r- - - - - - - - - -
FIN. GRADE\
OR PAVING
FITTING OR
EXTENSION TO SOIL
OR WASTE AS
REQUIRED
71-
INV. SEE
�51TE PLAN
(�)EEXXTI. GROUND
CLEAN —OUT (TYP.)
NTS
SECURE STRAP TO CONC. CONDENSER
W1 (2)- 3/16'X2' TAPCON6 UNIT SIMPSON W5 ROLL STRAP
OR EQUAL
4'r-ONCRIETlE SLAB SECURE STRAP TO UNIT W1 (2)
5XI 1/4' SHT. MTL. SCREWS
CONDENSER UNIT
CONNECTION TO PAD
NOTE: MAIN C4OND. DRAIN 3/4' DIA.
OVER HEAD * 12'FROM STRUCTURE
LEGEND
SUPPLY AIR DIFFUSER
RETURN AIR GRILL
SIDE -WALL OR I WAY DIFFUSER
SOLID LINE- SUPPLY TRUNK
---
BROKEN LINE- RETURN TRUNK
BALANCING DAMPER OR 050
CEILING EXHAUST FAN
CEILING EXHAUST PAN 4 LIGHT
O/A
OUTSIDE AIR
(!)
THERMOSTAT
ED
PA5S-THIRU AIR GRILL
A It C It I T E C T 5-1
5
GraDe i n
I
ousPar-
L44i N. RONALD REAGAN BLVD.
LONGWOOD, FL 327W
PH: 407-774-6078
FAX- 407-7744078
www.abdosigngroup'com
AA #,. 0003325
E
stnmDrv. le
SILVERADO
LOT 32
LOT 6
IPBOJWT#
04128.000-03261
UO3DNMA
4EHI3
"2605-HAYDEN"
QAF_&GZ 8WING:
RIGHT
PAGM:
FIRST
FLOOR
MECHANICAL
PLAN
150 MPH EXP. B J
ARCHrrECT--
STATE OF
11/08/17
ECAXM 1/4"=l'—O"
511mT
to
SECOND FLOOR MECHANICAL PLAN
F-A K C N I T E C T Sl
6
G r MOm i n
.
1"IN. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 401-774-6078
FAK 407-7744078
www.abdesigngroup'com
AA # 0003325
rouimm as ir
SILVERADO
LOT 32
LOT 6
PROJWT#
04128.000-03261
UODZI,
4EHI3
"2605-HAYDEN"
GAItAOM M'WXNG:
RIGHT
PIPCOND
FLOOR
MECHANICAl
.PLAN
150 MPH EXP. B
AROHn'r--CT-
STATE OF
DATIM 11/08/77
BCAUM 1/4"=l*-O"
SHMET
I I -A
_*N
L
w w
MI a,. ft�m TO ft� v
CoKr- �v
PT. WT. ftAM TO W
lc4__m
-no
-MU. �Y ETWIJ� V� W�R
110A� W� W
ola�
&SDGE
*�L �l NT�"
AIL�
[4-
�6- ML �y VAPOR
-TM
4' b' 4'
1V 6 W�R
21-...l
6-L �Y 1—UM VAPM PVAF�
IMA"M W� W
4" 1- 1- lsl%m�m
..HLL PMY 9�
ir -
PLL TEW"H TWA�
1' 4'
ft� c-w
4' C04�_ M 0
..m �y 1�
ow� - mL��
4' PLL MWM �rlMff �L
1-STORY FOOTING
1-STORY FOOTING
2-STORY FOOTING
I -STORY FOOTING
4"
GARAGE STEP-UP
BLOCK WALL
(-,-\.AT L.B.W. W/ UPLIFT)-
8-m ..."w
AT
AT LB.W. (W/ NO -UPLIFT)
STAIR DETAIL
NON -BEARING
W.UM IT, W. ftAM TO 6L�
W"' � �T 2' 1'
4
UN 6LOM
4&.M P.I. — ftATN I
wx? v V I-
�.m-wm_
8T. ftAM TO *L�
� 4�4
bia..
V� uTH
7—
�LL
L
M �-�AC�
ML �y E�
MT� - ALL-�� a
F
�l
m �y
MLL�ACM m
4LCoW
M ETWLEM 1�"
6-ML �y V�
MTAP� � MLL-��
o L M"M IMATH&n WA.L ft
&-L PMY V�
- C�--
CLN� PU.L MAr� WA�
4' . 4 m ---
MWIM TWATMff WALL W
4�
FLL �M �A� �LD
��
la" 1�� W�
__�
2.
lsls�m�
4'
z
v 4-1 121 .
GARAGE STEP-UP
GARAGE STEP-UP
GARAGE STEP- UP
GARAGE P-UP
ONTOE
2-STORY L.B.W.
SLAB AT GARAGE
1-STORY FOOTING
2-STO .2.W. W/ UPLIFT
LB,W. UPLIFT
W/ NO UPLIFT
SERVICE DOOR
AT GARAGE
Lr v2.
SCALr:
1/2'.l'-9>*
w cow_ ca"
4. c�_ im-, w w
HL —Y B�
x To o".
�Wft TIWAWIW W� BE
ff
�M.WAV
-TAPC"MUNLL.C"�Tt
F�
' r
c� mw. w
VU" �A�
MLL MW —A� �L
r T �_clm
I
m
(1)
WTARD" M WJ�-M "EM
ML ��M �L W
47
=M F"
2-STORY FOOTING
2-STORY FOOTING
LT GA
__�CONCRETE PAD
(Q
S.G.D
RAGE DOOR FOOTING
R RECESS FOOTER�
W/ B C�.&LL
— I —
TM
TO �OMZ�AL
7�77 7R�
2X
`7
mmwm"�
�v � �"ML.
EXT. /INT. FRAME WALL TO
msw���"
T
*A.ATIM R-�ALLU
mw v 6�16- � wal
ft�KMMLL.��TE
"=wD
wm.
_Tm�m
6. HK
—1215 14T�
mm
m�.w_
lll.�AT
ww�mx
M 6-L PMY E�
WTA.CeR
I I L
rl� � r---)
4'
2-6T�
HORIZONTAL/VERTICAL
W�F*"M�m
HORIZONTAL/VERTICAL
REINFORCING AT
TYP. RETROFIT FOR
TYP. REBAR LAP
PIPE THROUGH
��CIN�G
rv_'�BEARING CHANGE
I -STORY FOOTING
rn-'\REBAR LAP AT FOOTING
rf_,'�AT LINTEL CORNERS
FA7L, F;X'r1ElRIOlR 1700'r]EIRS
Ar SI-A]B'S
TO 13E MII'q. 12" 13E;LOW
UllTIDISrUI:,:']3E]lD SOIE
CONTROL DATE: 07/01/1
A R C H I T E C T $1
6
N ign
G
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA *l. 0003326
7
rounciv. a. w N
SILVERADO
LOT 32
LOT 6
1pnoim'
04128.00t-03261
MODZI,
4
"2605-HAYDEN"
GARAGE ff'WWGs
RIGHT
3PAGUt
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
150 MPH EXP. B
STATE Cf-
20
F—PUMT 11/08/17
DAM.
DCALM 1/4"=I'—O"
0*11m"
DI
SECURE 2.6 MIN. TO BLK W/ (2)h'
ANCHOR BOLT W1 2' 11"I-EIR SET
IN SIMPSON MIG44 STRENGTH
EPDXY 4' EMBED.
Ei im__m_R m ��_ r.1 �� m U
SEOM 2x4 C
FLAT TO SLK
W1 CUT NAILS.
SIDES.
2X& GARAGE DOOR BUCK UP (3)
)iW' J-60LTS 4' EmsEomENT milt
W/ 2'x2A>eYf WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HD IN POINTS
PRIOR TO FILLING.
I.2X6 PT BLOCK - CENTER OF
DOOR HEADER WI(l))FXS' J-SOLTS
4' EMBEDMENT W1 2'X2'Xy.' WASHER
AND NUT
MANUFACIUREWS INSTALLATION INSTRUCTIONS WHERE
SUCH INSTRUCTIONS ARE MORE STRINGENT
GARAGE DOOR
(_o"�BUCK ATTACHMENT
\�� SCALE, 1/2'-1'-0'
2X4X4'5E
b'_s' O.C. MAX Typ�
2X4 SECURE TO 2X4 BILK W/2-12d
SEC.PPtE TO SLK W/ I-STA-16
;2' ENSION 0 OPT SERVICE DR.
G>EEA���
NOT USED
HEADER SIZE PER
SPAN CWART.
\'OOR/
U14DM
PRE -ENO TRUSSES W/ TRJ5$
C,C"eCTOR VERIFY W/
FRAMING PLAN
DC)USLE TOP PLATE
CRIPPLE 8=6 - 16' O.C.
MAX
SIMPSON LSTA-12 . EA,JACK
STUD, BOTH SIDES OF
OPENING.
2x STUDS * 16' OC. MAX W1
SHEATHING. SHEATHING TO BE
WITHIN 11 OF WINDOW/ DOOR
OPENING AND SECURE PER
FASTENER SCHEDULE
KING STUDS (SEE HEADER
SPAN CWART FOR DETAILS
AND SPECIFICATION)
JACK$ (SEE HEADER &PAN
C44ART FOR DETAILS AND
SPECIFICATIOW
JACK STUD ASSEMBLY TO IN
SECURE', ONE PLY - A TIME -
USE t2d NAILS, TWO WIT14IN 6'
FROM EACH END A NO MORE
THAN 12'O.C, STAGGERED
SP4 OR W5 - TOP AND
BOTTOM PLATES - EA. FULL
LENGTH STUD, BOTH SIDES
OF OPE)NINS,
SHEATWW. TO LAP TO TOP
OF MASONRY WALL.
SHEATHING MUST NOT
BREAK V-4'MIN, FROM 2ND
TYP. EXTERIOR WINDOW/ DOOR rLPQ_ LINE.
OPENING. I&RAMED (W/FLOOR TRUSS)
SCAL
FASTENEE-Ft 8QHE=-E>UL.E
Rcop DIAPHRAGM
USE Vla, OSS. OR 1/2' COX PLY WITH % RING, SHANK CAN NAILS AT 4' O.C. AT
SUPPORTED PANEL EDGES AND 'S RING SHANK, CAN NAILS AT V OZ. AT
INTERMEDIATE SUPPORTS SEE DETAIL.
PROOF SWEATHIN6, TO es—1 E END FRAME
USE 08 CAN NAILS . 4'O.C.
EXTERIOR SWEATWINS
USE OR V2' PLY WITH -8 RING SHAW, GUR "Ll AT 6' OC' AT
PANIEL SIDES AN NAILS 4' OC. TOP 4 BOTTOM
- SHANK C
AND .8 RIW
PANEL AND 'a RING. SHAW, GJN MAIL$ AT 6' Of-'. AT
INTERI'IEDIATr SUPPORTS SEE DETAIL.
NOTE: RW. SWANK GUN NAILS $HALL BE PERMITTED AS A14
Ar
'CEPTABLE FASTENER FROM ANY MANUFACTURER
NAIL RE(2U1REMENT$
�IZE I g�j'lffll TENSILE STIQ
'00" oz. MAX. N mRsT 2 FRAMING.
IF IE5I 1913 TOP OORD BLOCKING AT 4'
NOTE- NAILS TO BE IMFG. BY ME OF INT.
STAPLE, NA L 4 TOOL AMIA71ON
:W NaJINAL SHAW, DIAMETER
R OF 0012 R 844ANK DIAMETE
3. 16 TO 20 RINGS PER INCH
4.02so I V-STE
S. 2 INCH NAIL LENGTH
ROOF 6HEATHING LAYOUT
AND ENDWALL BRACING
FOR GABLE END FRAMING
SPACES AT EACH END.
RAFTER OR
PROOF: $WEATWW.
iBUILDING LENGTH
(_1 `� STICK BUILT WALL DETAIL
1 In
11
11
111, 1
SPS - EA STUD TOP A
BOTTOM
PRE-Ew. Tmisms W/rRuss
I_IEADER� CONNECTOR UP TO -1000
UPLIFT
CCUBLE TOP PLATE
SIMPSON MOTA-24 0 EA. JACK
2x8 STUDS - 16' OjC. MAX LLV
SHEATHING. SHEATHING TO BE
WITHIN J' OF WINDOW DOOR
I- 48� OPENING AND SECURE PER
FASTENER 5CHEDULE
(2) STUDS, (2) JACK$ . EA
wice OF OPENING
JACK STUD ASSEMBLY TO BE
SECUITSD ONE PLY - A TIME
USE r2d NAILS. TWO WIT14IN
F.ROM r
=ACW END 4 NO MOPE
THAN 12' 0-C. ST�RED
WINDOW SILL WICRIPPLES
16, O.C.
DIA ANCHOR BOLT
T 16' OC. MAX WITH 1'
EMBEDMENT AND 2'
DIA. WASHER
all MSTAM-24 - EA.
SPECIFIED ANCHONS,
JACK SECURED W/
— 2XS P.T. BOTTOM PLATE
�WINDOW OPENING
4 2-STORY WALL
T
TYIP. EXT. SHEATHING ATTACHMENT
FOR WALL SHEATHING (OSS TO BE
STPRLICTUFRAL GRADE)
�IQTE - TYP EXT. V-EATWING ATTAC44MENT
FOR SWEAR 4 UPLIFT (O.SS. To BE STRUCTURAL
GRADE) CONNECTOMS FROM STUD TO PLATE ARE
NOT REQUIRED EXCEPT - OPENINGS
TRUSS
1/16'06S.
2X4
ISTM.
PL.1
M2X4015L.TOPPLATE
2X4 STUD 16'0.
117OS.B.
2 A.S. W1 MIN.
I. EMBEDMENT
LOCATE &'-S'FROM ENDS
AND 32' OC. MAX
JU-Z-1.X-- FINISH
MTS-12-V
META -lb
32' OC'� MAX.
a' CMU WALL
PRE-ENGINEERED
TMSS
KNEE WALL DETAIL
rp'�. TO BLOCK
2. TO BLOCK
'TAPCON6
I SIZE.,:
SEC. I J')
VOF E
MAX
PLYWOOD
LL
ro—\ ARCH WINDOW FRAME (A\,SECTION
C, SHAW, GUN NAILS
VOt. IN FIELD
TO BE STRUCTURAL GRADE�
'e 2* DECK SCREwa - W-ell
O.C. MAX - EDGES 4 12' OC_
MAX IN FIELD, UNTWIREADED
-SHANK TO EXTEND BEYOND
TWICKNr
zSS C; SUB_FLOOR
SHEATHING
TYP. 3/4' T&M SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
PRE-EW. TRUSS
DSL. 2X TOP PLATE
1/16'0.6115.
2X BLOCKING 0
TOP OF
,'*' 0.6m.
2X STUDS IS, CZ. MAY,
2X 5TM. PLATE
3/A' FLOOR DECKING
PRE- ENGINEERED
PLC -OR TRUSS
2X4 0 TOP 4
BOTTOM 0".
W? (W 12d NAILS
BILK. WALL J--*-
(D CONTINUOUS SHEATHING To BEGIN AT Top or aLK
W/ 1/4' GAP FROM 5L.K. TO OA.B.
HORIZONTAL 2X SPP. STRUCTURAL BLOCKING AT
PERIMETER Or 0.615. TO PROVIDE CONT. NAIL PATTERN
REMAINING AREA TO BE SWEATWED FROM DEIL. TOP
PLATE TO HORIZONTAL BLOCKING,
SWEATHING . TOP OF WOOD FRAMED WALL TO BE
STAGGERED MIN. OF 19" FROM 944EET BELOW
INSTALL ALL OWEETS W/FACE GRAIN PARALLEL
TO STUDS
EXT. WALL SHEATHING
"l
F-A R C 11 IT EC T S
G r2ms,
gn
o qljo..!
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774,6078
FAK 407-774-4078
www.abdesigngroup.com
AA #: 0003326
Enum"v' as xovil
SILVERADO
LOT 32
L 9�
OT 6
jpRo"=T#
04128.000-03261
4EHB
"2605—HAYDEN"
GARAGE BWMG-
RIGHT
]PAGE:
misc.
.DETAILS
150 MPH EXP. B
A
IV I
RDIT
DATM 11/08/17
BCALIM 1/4"=V-0"
mismuT
D2
FIBERGLASS SHINGLES
OVER #30 FELT PAPER
INSTALLED PER FI5CR
RS05.2.-i ON a, 0.6.5.
SHEATHING OR J' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W1 MTL. DRIP EDGE
2x4 OR 2x6 SUB-15AND
PER ELEVATIONS
VENTED ALUM. SOFFIT
EMBED. STRAP VERIFY W1
TRUSS PLAN
V THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
ml�m
Brim
r i
ul
�EE ENERGY CODE FORMS
'OR INSULATION R-VALUE5
'GYPSUM BOARD OR 1, HIG
PTRENGTH CLG. BOARD
'ONC. FILLED LINTEL 5LK W/
1) S REBAR CONTINUOUS
DRECAST LINTEL
6E ENERGY CODE FORMS
OR INSULATION R-VALUE9
JINDOW ATTAC14MENT AS
PER MANUFACTURES
SPECIFICAT�ON5
PRECAST 6 LL
(1) S REBAR VERTICALLY
W/ CONC. POURED CELL
ix2 P.T. FURRING STRIPS
0 Irol O.C.
a, CMU
1/2, GYP. WL. IBD.
WOOD BASE
I —STORY
rj__� BLOCK WALL
lllrp� 0.5Z. OR f C.DX
TYVEK BUILDING WRAP
FORTIP15ER 5LDG PAP
raALv'D MTL. LATW
1/5' TEXTURED
FINISH * WOOD
Ya' TO V mio WALL
SCREED
(L
Z .4
y -1
a, cmu
5/8' TEXTURED
FIN15W 0 MASONRY
WEEP SCREED
DETAIL @) WOOD TO
k- U IN IN
a, cmu
)V DRYUIALL
FIBERGLASS SHINGLES OVER
030 FELT PAPER INSTALLED
PER rBr-R Rso�.2.i ON ii,
O.S.B. SHEATHING OR I- CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
F,T. Ix2 W/ MTL, DRIP EDGE
2x4 OR 2xro SUB-15AND
PER ELEVATIONS
VENTED ALUM. SOFFIT
STIFFBACK (SEE SEALED
TRUSS ENG. FOR SIZE 4
CONDITION.)
OSB. SHEATHING OR J'
CDX PLYWOOD. ATTACHED
PER FASTENER SCHEDULE
ON SHEET D5
I/V THICK, 3 COAT
PORTLAND CEMENT PLASTER
OVER EXPANDED GALV'D
METAL LATH ON rORTIFIBER
JUMBOTEX GRADE "D' PAPER
OVER TYVEK BUILDING WRAP
(REFER TO STUCCO SPECS
FOR COMPLETE INFORMATION)
WEEP $CREED
(SEE DETAIL 2)
SECURE GABLE TO 2xg, P.T.
PLATE W/ 12da a' O.C. MAX
SECURE 2xro FT. PLATE TO
BILK W/ J'xS' ANCHOR BOLT W1
2' WASHER SET IN SIMP5ON
HIGH STRENGTH EPDXY I'
EMBED. MIN. 6 32' OC MAX.
V THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
rX4' OR 1'4' P , T , AILER
1. OR VwX4' MIR SECURE
'At'a 4 EXTEND W",
TWRU Pp
INTO BLOCK V V TAPOL2115
OR DRIVE PN
1b,4
(MIN. SWANIC -41ZE 145
MIR HEAD 61ZE 3m
11DOOR
MIR EI-MOMINT 141,
W11141M V Or EACH END 4 W
_ MAX SPACIN3
or
DOOR CASINO
JAMB OR WINDOW
ATTACH TO 2X R
M44FACTURES, DETAIL&
NOTE, SWIM AS NEEDED TO PLUMB JAMIS (DO NOT E>CEED V)
DOOR JAMB
TO BLOCK +3/4 OR +5/4
AWINDOW TO FIT.0(�k +314 n"
WALE: 1'0-0'
2X4, CM
So BL K UJI
'A=POR %.. P.
(MIN XANK SIZE.145
MIN. AD SIZE _-,W
MR ht-WEVSW 1 YW
URTWN WOP EAC44 END 4
W Or- MAX SPACIN1,
2X6� EM
OE= OL C�!l
TA 0. e. P�'%
(MIR SHAW atzE.14b
El
Z M N. HEAD SIZE 300
EMBEDMENT I)W)
Wl WIN S' OF EAC44 END 4
VO,C.
MAX SPACING.
2XOg CM=
DRYWALL
SECURE TO BLOCK U612A.
TAPCONS OR VE PIN
Or
X4' OR I'X2'P.T. RAILER
(MR SHAW SIZE 1411
DOOR CASINO
MIR HEAD Size "
DOOR JAMB OR WINDOW
HIM EMBEDMENT I J1.1)
ATTACW TO 2X PER
WITHIN 8' OF EACH 4
END "
IS'01C. MAX SPACIW,,AMAMPACTURES
DETAIL&
NOTE, SWIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED A')
DOOR JAMB TO BLOCK +1-1/2"
@D'�_ WINDOW TO BLOCK +1-1/2"
) —Et
i.-I.
TYf'-
4
� In
1—STORY GABLE
A� BLOCK WALL
SCALE: 3/4'-V-0'
2x4 BLOCKING BETWEEN
FIBERGLASS SHINGLES
BLOCKING BETWEEN
TRU55E5 WHERE *X' BRACINC
G OVER OBO FELT PAPER
-----2x4
TRU55ES WHERE 'X'5RAClNG
15 PRESENT
INSTALLED PER F5CR
16 PRESENT
RS05.2:1 ON 1-16, O.S.B.
SHEATHING OR j'CDX
T
PRE-ENG GABLE TRUSS
PLYWOOD SECURED PER
PRE-ENG GABLE TRUSS
2x4 NAILER
FASTENER SCHEDULE
J)
CONT. 2x4 RAT RUN SECURED W1 (2)
CONT. 2x4 RAT RUN 6ECUREC:)
P.T. Ix2 W/ MTL. DRIP EDGE
12d's a EACH TRUSS
W/ (2)12d's o EACH TRUSS
2x4 OR 2xro SU5-BAND I _0'
TO BE INSTALLED * MID. POINT OF
TO BE INSTALLED o MID,
PER ELEVATIONS TY-.
TRUSS SPAN, OR IV-& O.C. MAX.
POINT OF TRUSS SPAN, OR
VENTED ALUM. SOFFIT
SEE ENERGY CODE FORMS
10'-0' O.C. MAX.
FOR INSULATION R-vALUES
SEE ENERGY CODE FORMS
STIrF5ACK (SEE SEALED
9, Gypsum BOARD OR
FOR INSULATION R-VALUE6
TRUSS ENG. FOR SIZE 4
HIGH STRENGTH CLG.
Gypsum BOARD OR
CONDITION.)
O.S.B. SHEATHING OR
BOARD
HIGH STRENGTH CLG.
CDX PLYWOOD, ATTACHED
2x4 NAILER
BOARD
PER FASTENER SCHEDULE
2x4 m 24' O.C. a INTERIOR
CONC. FILLED LINTEL BLK W1
ON SHEET DE,
KNEE WALL
(1) 45 REBAR CONTINUOUS
1/8' THICK, 3 COAT
CONC. FILLED LINTEL 5LK W/
SEE ENERGY CODE FORMS
PORTLAND CEMENT PLASTER
(1) S REIBAR CONTINUOUS
FOR INSULATION R-VALUES
OVER EXPANDED GALVD
PRECAST LINTEL
METAL LATH ON FORTIFIBER
PRECAST LINTEL
WINDOW ATTACHMENT AS
JUMBOTEX GRADE 'D'
WINDOW ATTACHMENT AS
PER MANUFACTURES
PAPER OVER TYVEK
PER MANUFACTURES
SPECIFICATIONS
BUILDING WRAP (REFER TO
SPECIFICATIONS
STUCCO SPECS FOR
PRECAST BILL
COMPLETE INFORMATION)
PRECAST BILL
(1) S RE5AR VERTICALLY
WEEP SCREED
(1) 05 REBAR VERTICALLY
W/ CONC. POURED CELL
(SEE DETAIL 2)
W1 CONC. POURED CELL
Ix2 F.T. FURRING STRIPS
SECURE GABLE TO 2xro fl,T.
Ix2 P.T. FURRING STRIPS
0 Iro, O.C.
PLATE W1 12d's 6' O.C. MAX
0 Iro I O.C.
al CMU
SECURE 2xro FT. PLATE TO
5LK W1 �'xV ANCHOR BOLT
5* CMU
1/2, GYP. WIL. 5D.
W/ 2' WASHER SET IN SIMPSON
1/2, (SYFI. WIL. BD.
WOOD BASE
HIGH STRENGTH EPDXY -l'
OD BASE
EMBED. MIN. ID 32' OC, MAX.
%' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED>
2X4. CM
SECURE TO BLOCK W/
TAPC4" OR DRIVE FIN
(MIR 6HANK SIZE 145
MIR HEAD Size 300
MIK EMBEDMENT I Y.'�
WITHIN a, OF EACH END 4
_ MAX SPACII
Is. or
2Xr- CEM
SECURE TO BLOCK W-V
NOTE: STRUCTURAL 2X MUST
TAPICONS OR OMIr PIN
BE ON OUTSIDE 4 SECURED
(MIN. SWANK SIZE 45
MIN. HEAD SIZE 300
%.. TAPCON MIN. I.Y..
MIN. EMBEDMENT 141)
E__ -0
WITHIN w Or EAC14,0101 I
a. cm
,,. or_ MAX
h'DRYIUALL
2X8! Cam
SECLM To
I'X4'OR I'X2'P-T. NAILER
TAPOONS OR DRIVE PIN
MN
)W O.Sa X 4- MIN
(MIR 894AW SIZE.145
DOOR CASINd.
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIR EMBEDMENT 010
ATTACH TO 2X PER
WITWN WOF EArW END A
V OZ. MAX SpACM.
MANFACTURES, DETAIL&
NOTE, SWIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED V)
DOOR JAMB TO BLOCK +1-15/16"
WINDOW TO BLOCK +1-15/16"
2X4: CM
TE=j0 A��F 16'
TA Ot P.
(MIR SHAW SIZE .145
MIN. HEAD SIZE
"N. EMSEDHL" I W)
WIT14N r OF IiAcW END
la. OIC. MAX SPACIN3.
2X6: CM
SECURE 10 ISL STRUCTURAL 2X
TAPC," OR fO< WP2I;�
RIVE BE C"I OUTSIDE 4
(MIR SHANK SIZE .145 THROUGH NON-STIM.10
MIN. HEAD SIZE 300 %'TAPCON MIR I-V
MIR EMBEIDMENT I V)
W A(EMBODIMENT INTO BIL
ITHIN WOF EACH END 4 a, clu
18 OC. MAX SPACING. h'DRYWALI-
2X& CIM I'X4'OFt)'X2' IRT. NAI
OE =p E$LeC,�K W
TA OR . E P�%* I* P.T. X 41 MIR
(MIR bWAW SIZE 145 DOOR CASING
M N. HEAD SIZE _W0 DOM JAMB OR WIND
M:K ATTACH TO 2X PER
WIT rmmu. J. MA)AFACTURSS DETAI
18' OZ. MAX SPACING,
NOTE, SWIM AS NEEDEDTO PLUMB JAM (DO NOT EXCEED V)
DOOR JAMB TO BLOCK++2 1�4"
WINDOW TO BLOCK 2 J/
D SCALE,
MUST
SECURED
TURAL
LEIR
L6.
DIRECTLY TO MASONRY
1—STORY GABLE
W/ VAULT CLG.
BLOCK WALL
SCALE: 3/4'zI'-0'
2X4, CM
SECURE To BLOCK Wit V
TAPC4rh* OR DRIVE PIN
(MIR SHANK SIZE.145
MIN. HEAD SIZE 3011
MIN. EMBEDMENT I yll)
LUIT14N V Or EAC44 END A
IVOC. MAX SPACING.
2X&s CEM
SECURE TO BLOCK W/2-V
TAPC4" OR DRIVE PN
F1
(MIN SHANK SIZE.145
BE ON OUTSIDE 4 $111CURED
MIN.4AO SIZE .300
THROUGH NON-871-tr-TURAL
MIR EMBEDMENT I Y 11
*.' TAPC4N MIR I-V
UNTWN OV OF EArW &D I
IS' Or-, MAX SPACIN3.
a, cm
�)V
2X8, CEM
DRYWALL
sEcURETo mLocK w2-4V6'
TAPOONS OR DRIVE PN
rX4' OR IW* P.T. NAILER
(MIN, SWANK. SUB .145
DOOR CASIW.
MIR HEAD SIZE 300
DOOR JAMB OR WINDOW
M IN. EMBEDMENT I?,')
ATTAC44 TO 2X PER
WITHIN WOF EACH END 4
10'0.Z. MAX SPACING.
MANUFACTURES CeTAILS.
NOTE, SHIM AS NEEDED 70 MUM15 JAM (DO NOT EXCEED Y4')
DOOR JAMB TO BLOCK +3"
:p—
.�_�[NDQW TO BLOCK +3"
I SCALE�
2X4: CM
SECURE To MOCK ULV V
TAPCONS OR DRIVE PIN
(MIN. 844ANK SIZE .145
MIN. HEAD SIZE 3W
MIN. EMBEDMENT I V)
VUN WIN V OF EACH END 4
O,C. MAX SPACIN1.
NOTE- STRUI 2X MUST
BE ON OUTSIDE 4 SECURED
THROUGH NDN-STRUC
2X6: CEO
%' TAPOCNI MIR I-Y.-
SECURE TO BLOCK W12-4W
EMBEDMIENT INTO BLOCK
TAPC," Olt DRIVE PIN
(MIR SHANK SIZE J4b
MIN. HEAD SIZE 300
I DRYWALL
MR EMBEDMENT IA )
WITHIN 6- OF EACH END 4
I*X4*CWI'X2'P.T.KAILER
is' C%C. MAX SPACIW..
2ND 2X SECURE TO
2X& CEM
STRICTURAL MEMBER UV(2)Ud
SE 5gK.%%'
WITHIN S'OF EAC END 4 6'
,.W.MTO
OR PI;
ro 8' 01r- MAX
(MIR SWANK SIZE .10
DOOR CA91W.
M N. HEAD SIZE 390
IN
DOOR JAMB OR UINDOW
MIN. EM13EDMENT I Jl,')
ATTArW TO 2X PER
Wl WIN WOF EACA4 END 4
1070,C. MAX $PACiNd,
MAI&FACTURE6 DETAILe,
NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXrEED Y4')
DOOR JAMB TO BLOCK +T
WINDOW TO BLOCK +T
1 v
NOTE:
PER F5CR S052,71 - FOR ROOF SLOPES 2:12 TO
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
SYSTEM 19 REQUIRED. FOR ROOF SLOPES OF
4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15
PERMITTED BUT MUST BE PER ASTM C>22(p TYPE
11, ASTM D 4a613 TYPE Iv, OR ASTM 0
2X4: CEO
SECURE TO BLOCK UA'
TAPCONS OR DRIVE PIN
(MIN. SWANK SIZE .145
MIR HEAD SIZE 300
MIR EMBEDMENT 1 V)
WITHIN WOF EACH END 4
W OC. MAX SPACIN&
2>cb� CM
SECURE TO BL
NOTE; ST.-TURAL IX MUST
TAPC" OR =44'
BE ON OUTSIDE 4 eecURED
(MIR SWANK SIZE .148
THROUGH NON-STIRLICTURA'
MIR HEAD SIZE 300
V TAPCON MIR WW
miK EMBEDMENT I Y4*)
EMBEDMENT 14TO BLOM
4
UAT14IN a' Or EACH END 4
Ul'O.C, MAX SPACIN2.
a, C:F.IU
2X8. CM
V
SECURE TO ISLOCK_U�lj�4'
OR 1-4- PT NAALER
TAPOONS OR ORM
36'0.6a x 4'MIK
(MIN. SWANK, SIZE .145
MIR HEAD SIZE 300
DOOR CASINO
MIhL EMBEDMENT 1),,')
DOOR J Olt WINCIOUI
UT44IN V OF EAC14 END 4
ATTACW TO 2X R
IS- Dc. MAX SPACINO,
MANUFACTURES DETAILS.
NOTE, SWffl AS NEEDED TO MUMS JAM (DO NOT EXCEED J14')
DOOR JAMB TO BLOCK +3-7/16"
WINDOW TO BLOCK
+3-7/16"
5CALEz
2X4: CM
SECURE TO BLOCK kLW4'
TAPCONS OR DRIVE PIN
fMIR SWANK SIZE .10
MIR 14EAD SIZE "
MIR EMBEDMENT 0' W)
WITWN WOF EACH END 4
IWO,C. MAX 6PACIN2.
2X6: CEO
SEC -WE TO BLOCK WA-)14'
TAPOONS OR DRIVE PIN
NOTE, 2-MUST
(MIN, SWANK SIZE .145
BE ON OUTSIDE 4 SECURED
MIR HEAD SIZE 3=
k
TwRour.A4 NoN-STR=TUmAL
MIR EMBEDMENT I V)
%'TAPCON MIR I-V
WITHIN 6- OF EAC44 END 4
EMBEDMENT INTO BLOCK
18'0,C. MAX SPACINC,
8* cmu
�)F
2XIS, CSW
4
DRYWALL
SECURE TO 15LOCK WA-114'
TAPWINS OR DRIVE PIN V�
I-X4' OR I-XV P.T. NWLER
(MIN SWANK SIZE.145
X 4'mIR
mmHiAo eizr Soo
DOOR CASINS;
Mft,L EMBEDMENT I V)
WITHIN W Lf EACH END 4
DOOR JAMB OR WINDOW
IWO.C. MAX SPACING,
ATTAC44 TO 2X PER
MANUFACTURES DETAILS.
NOTE� SWIM AS NEEDED TO PLUMB JAMB (DO NOT E>CMD A')
DOOR JAMB TO BLOCK +3 3/4"
WINDOW TO BLOCK +3 3/4"
A R C N I T E C T $"I
GrMr%a I
Design
otusl®r....
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup
AA #-. 000332B��j
rffX=DrV. a E074
SILVERADO
LOT 32
LOT 6
1pRojwT#
04128.000-03261
uopmu
4EHB
"2605-HAYDEN"
GAItAGZ 0'WD90k
RIGHT
PAZIM
MONOLITHIC
1—STORY
WALL
SECTIONS & NOTES
150 MPH EXP. B
ARCHn'ECT:
STATE OF
all"
1D.&M 11/08/17
a BCAM 1/4-=l'-0"
9*10=T
D3
F15EFZSLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
ReO5.2.1 ON J' 0,5M,
E44EATHING OR J* CDX
PLYWOOD -SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W1 MTL. DRIP EDGE
2x4 OR 2x,o SUB-�BAND
PER ELEv,4 T ONS
VENTED ALUM. SOFFIT
DOUBLE TOP PLATE
WINDOW HEADER SIZE
VARIES PER Wil 4DOW
N
OPENING SEE HEADER
SPAIN CHART FOR
DETAILS
0,6.15� 5HEAT14ING OR J'
COX PLYWOOD.
ATTACHED PER FASTENER
SCHEDULE ON SHEET D5.
-7/8' THICK, 3 COAT
PORTLAND CEMENT
PLASTER OVER
EXPANDED GALVD
METAL LATH ON
FORTIFIBER JUM150TEX
GRADE 'D'PAPER OVER
TYVEK BUILDING WRAP
(REFER TO STUCCO
SPECS FOR COMPLETE
INFORMATION)
NOTE: SHEATHING MUST
NOT BREAK I'-4'MIN.
FROM 2ND FLR LINE
2x4 CONT. 0 TOP AND 15T.
Or FLR TRUSS (TOP 2x4
SUPPORTS BT PLATE OF
2ND FLR, BTM. 2x4 19 FOR
WALL SHEATHING NAILER)
FASTEN EACH 2X4 R15BON
W1 (5)126 NAILS * EACH
TRUSS. BTM. R1550N TO BE
P'T.
WEEPSCREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
%* THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2—STORY
FIRST FLOOR
BLOCK SECOND
U-11_-�FLOOR FRAME
SCALE: 3/4'-l'-V
SEEENERGY CODE FORMS
INSULATION R-v4LUES
YPSUM B04RD OR J'
HIGH STRENGTH CLG.
BOARD
\—TWIST STRAP VERIFY W/
TRUSS PLAN
WINDOW ATTACHMENT .49
FIER MANUFACTURES
SPECIFICATIONS
;_x WINDOW SILL
2x STUDS 0 16' OC. MAX W/
INSUL, SEE ENERGY CODE
FORMS FOR INSULATION
R-vALUE5
J' T 4 IS SUBFLOOR GLUEr_>
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
I' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BILK W/
(1) 45 REBAR CONTINUOUS
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) 05 RE5AR VERTICALLY
W1 CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
0 Ic* I O.C.
a, CMU
1/2"GYP� WIL. BID.
WOOD BASE
FIBERGLASS SHINGLE;
OVER 030 FELT PAPER
INSTALLED PER FBCR
R'�05.2.1 ON a' O.S.B.
SHEATHING OR I' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T� IX2 W1 MTL. DRIP EDGE
2x4 OR 2x6 SUB-5AND FIER
ELEVATIONS
VENTED ALUM. SOFFIT
&TIFFBACK (SEE SEALED
TRUSS ENG. FOR SIZE 4
CONDITION)
SECURE 2x4 PLATE TO WALL W1
a'xro' THRU-BOLTS v 32'O.C.
MAX THEN SECURE GABLE TO
2x4 PLATE W1 12d's 8' 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
O.&B. SPEATPING OR J' CDX
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET
05
-1/6' THICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
EXPANDED GALVD METAL LATH
ON FORTIrI5ER JUMBOTEX
GRADE 'D' PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOP, COMPLETE
INFORMATION)
NOTE: SHEATHING MUST NOT
BREAK 1'-4' MIN. FROM 2ND FLR
L INE
2x4 CONT. 6 TOP AND 15T. OF
FLR TRUSS (TOP 2x4 SUPPORTS
BT PLATE OF: 2ND FLR, BTM. 2x4
15 FOR WALL SHEATHING
NAILER) FASTEN EACH 2X4
RIBBON W1 (5)12d NAILS 0
EACH TRUSS. 5TM. RIIB50N TO
BE PT.
WEEP SCREED
(SEE DETAIL 2/D3)'
EMBED. STRAP VERIFY
W/ TRUSS PLAN
THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2—STORY GABLE
FIRST FLOOR
BLOCK SECOND
1 A�FLOOR FRAME
1 -1
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BRACING
15 PRESENT
PRE-ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED
W1 (2� 12d's * EACH TRUSS
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
a, GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
DOUBLE TOP PLATE
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
WINDOW BILL
2x STUDS 0 fro' O.C� MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-vALUES
J' T 4 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-EW-i FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
I- GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK W/
(1) 05 REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIF ICAT IONS
PRECAST SILL
S REBAR VERTICALLY
W/ CONIC, POURED CELL
Ix2 P.T. PURRING STRIPS
6 fro I O.C.
a, CMU
1/2' GYP. WL. BD�
WOOD BASE
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER F5CR
FnOr,.21 ON a' O.S.B.
SHEATHING OR J' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T, IX2 W1 MTL. DRIP EDGE
2x4 OR 2xro SUB-15AND
PER ELEVATIONS
VENTED ALUM. SOFFIT
1,0000 UPLIFT
CONNECTOR
2x5 SYP 02
DBL TOP
PLATE
WALL
SHEATHING
2x6 SYP 02 —
WOOD STUDS
AT 12' O.C. MAX
2x8 P,T. SYP *2
SOLE PLATE
S REBAR 0 IIO\
O.C, MAX, �N
CONCRETE
POURED CELL,
VERIFY PER
PLAN.
SEE ENERGY
CODEFORMS
FOR
INSULATION
R-vALUES
WALL
SECTION
WOOD
FRAME TO
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
J'GYPSUM BOARD OR I'
HIGH STRENGTH CLG.
B014RD
SIMP50N
SP2 tv EA.
2X8 STUD
J'DRY WALL
J' DIA ANCHOR BOLT
AT I(o* O.C. MAX WITH I'
EMBEDMENT AND 2'
DIA. WASHER
E71MPSON SPI
10 EA. 2X8
STUD
(1) COURSE TIE-15EAM
POURED SOLID WITH
CONCRETE, (1) 05
REBAR HORIZONTALLY
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
Ix2 P.T. FURRING STRIPS
6 Iro' O�C.
a, CMU
1/2'GYP, WL. 50.
(1) 04 CONTINUOUS REBAR
WOOD BASE
04 RE15AR 46' LONG
Wlro' HOOK 0 24'O.C,
MIN. 24' IN 5LAB
2'-0" (MIN.
IN SLA5)
\_4'
CONIC, RE INF. W1 9,'xro'
WIAXWI.40 WWM ON (P-MIL POLY
I ETHYLENE VAPOR RETARDER ON
WELL -COMPACTED CLEAN FILL
TERMITE TREATMENT SHALL BE
BORA-CARE
(3) 05 RE5AR ON CPAIRS
2 -0�
2x STUDS a I&' 0,C. MAX W1
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
T 4 G 6u5FLOOR GLUED
AND SCREWED AS PER
FASTENER SCPE ULE
rA�,�C.S;B. 5PEATPING OR J' CDX
Y OD. ATTACHED PER
FASTENER SCPEDULE ON SHEET
D5
'1/&' THICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
EXPANDED GALVD METAL LATH
ON FORTIP15ER JUMBOTEX
GRADE '0' PAPER OVER TYVEK
BUILDING WRAP (REFER TO
2x STUDS 0 Iro' O.C. MAX W1
INSUL, SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
J, T s G SU5FLOOR GLUED
AND 50-CRELLIED AS PER
FASTENER SCHEDULE
NOTE:
PER F5CR SCS2,71 - FOR ROOF SLOPES 2:12 TO
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
SYSTEM 15 REQUIRED, FOR ROOF SLOPES OF
4:12 OR GREATER, (1) LAYER UNDERLAYMENT 16
PERMITTED BUT MUST BE PER ASTM D22(o TYPE
11, ASTM D 48&13 TYPE IV, OR ASTM D rol5l
EXTERIOR WALL STUDS
MIALL SWEATWINS. NOT
SHOUN FOR CLARITY)
FASTEN STUDS TO BLOCK WALL
Un4 USP MSTA" STRAP UT14
ASTENERS 45 SHOJUN. INSTAL
STRAP - EA. END (UND) 6
SPACE STRAPS AS FOLL ojr
-TIC MP44 V, 32' Of
PLACE SYRAPS SPACED
AND FASTENED AS
9HOWN WITM ONE
ADDITIONAL STRAP AT
EACW UNDM KW. STM
k
MIN (10) 10d COMMON NAILS
INTO STUD (0346 CIA X 1 1/2'
3/4' T 4 6 SUBFLOOR GLUED
STUC 0 SPECS FOR COMPLETE
AND SCREWED AS PER
-160 MF44V: 32- O.C.
LOW.)
INFORMATION�
FASTENER SCHEDULE ON
-50 I-IPW IS': 46. Or-
-WO MPI4 r,'48' O.C.
k,
2x4 CONT. a TOP AND 5T. OF
SHEET D2
TOP OF STUD UALL
FLR TRUSS (TOP 2x4 SUPPORTS
fs�
BT PLATE OF: 2ND FLR, ETM. 2x4
FILL ALL REMAINING STRAP
W/ Wd NAILS INTO
PRE-ENG FLOOR TRU55
16 FOR WALL SHEATHING NAILER)
FASTEN (5)
x'\tlj'GYPSUM
PRE-EW-i FLOOR TRUSS
FASTEN EACH 2X4 RIBBON W/
WOOD BACKM
EACH 2X4 R15BON Ji/
(5)12cl NAILS * EACH TRUSS,
00 NOT PLACE SCREW IN
SIMPSON HETA-Iro EMBED.
126 NAILS * EACH TRUSS. BTM.
BOARD OR J'
BTM. RIBBON TO BE P.T.
TOP OF
TOP WOLE NEAREST TO TOP
67TRAP -8 32' C.C. MAX VERIFY
RIBBON TO BE PJ.
\
PIGH STRENGTH CLG.
ffA_S6l4lW?_WAL_L
Or CM BLOCK UALL
W1 TRUSS PLAN
WEEP SCREED
1�
B014RD
PRE-ENG FLOOR TRUSS
CONNECT BOTTOM OF
J'GYPSUM BOARD OR J'
(SEE DETAIL 2/r>3)
CONC. FILLED LINTEL 5L< W1
(IN -STALL PER MFG. SPECS.)
STRAPTO CM BLOM UALL
W1 (W SWIDIA, X 1-1/4'
LOW. TAPCON MAWNW
HIGH STRENGTH CLG. BOARD
EM5Er% STRAP VERIFY
W1 TRUSS PLAN
(1) S RE5AR CONTINUOUS
CONIC. FILLED LINTEL 5LK W/1
CM BLOCK WAL L
%'TPICK, 3 COAT PORTLAND
(1) #5 RE5AR CONTINUOUS
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
RIBBON
EXTERIOR
STUD WALL CONNECTION
FLOOR CONNECTION AT PARALLEL/
S
ASTE��NI�NG DETAIL
�-�TO FIRST
FLOOR MASONRY WALL
r_'�PERPENDICULAR PRE-ENG FLOOR TRUSS
9
@Z1Z
SCALE: 3/4*zI'-0'
A R C N I T E C 73"4
6
G r WD e- ss' n
ou 101.2.
i"i N. RONALD REAGAN 8LVD.
LONGWOOD, Fl. 32750
PH: 407-774-6078
FAK 407-7744078
www.abdesigngroup.mm
AA#,.0003325 I
"v. a Lovil
SILVERADO
L LOT
OT 32
Lo�
LOT
[7,6
PROJWT#
04128.000-03261
mo
4EHB
"2605-HAYDEN"
GARLAZZ 9VfDM.l
RIGHT
PAGO
MONOLITHIC
2-STORY
WALL
SECTIONS & NOTES
% 150 MPH EXP. B f
ARCHRECT-,
STATE OF
rm" 11/08/17
I)AM
=AZ.M 1/4"=l'—O"
lamm
D4
oz,
PRECAST READEWMIN)
2 X 4 (MIN 2 X 3) 1-5/16 TAPCON
OR DRIVE PIN (MIN SPANK SIMI-45
MIN 44EAD SIZE 300
MIN EMBEDMENT 1 1/4')
a, FROM EACH END AND V
OZ� MAY_ MIN 1-1/4' EMBEDMENT
2 X & (MIN 2 X S) 2-3/16 TAPOON
OR DRIVE PN (MIN SHAW, SIZEJ4!)
li
HEAD SIZE .300
MMN
IN EMBEDMENT I V4*)
0. FROM EACH END AND 18'
C.C. MAX MIN 1-1/4' EMBEDMENT
2 X 8 (MIN 2 X 3) 2-3/16 7APC40N
OR DRIVE PW (MN SHAW SIZE,1411
MIN HEAD SIZE 39W
1>14 SOLID
MIN EMBEDMENT 1 1/4')
%LOCKING
SECIURE TO
�r
a. FROM EACH END AND Is*
HIM. 2-12d PER MILK EA. 010
M
Or- MAX MIN 1-1/4' EMBEDMENT
1/16'OSB SHEATHING
C.M WALL
ARCHWAY DETAIL
rj_'�_16" AND UNDER
COL. ' TOP PLATE
2X4 lb'O.C. MAX
SECURE 2X4TO
WOOD Wf2-12d - &'- *
OZ. STAGGERED
PlN (MIN. SPANK SIZE
Ab MIN. WEAD SIM
300 MIN.
EMBEDME147 I Y4'WIIN
a, EA� END NOT TO
AFICIHWAY
EXCEED M* OZ.
MAX
2X4 SOLID
IST I TE
BLOCKING SECURE
in, PLYWOOD -
TO SHEATHING WITH
OR lAr'Ob.B.
MIR 2-12d PER BLK
EA. END
rq_--�EXTERIOR ARCHWAY
Q '/�g Oba OR Jy PLYWOOD SH�ATklh*
(D -50 BLDG FELT
24- WIDE 26 GA. GALVANIZED METAL
PLASWINS.
MOT ADD DMIC, 36- WIDE AND
AND MUST BE A MIN 24' WIDE METAL.
FIBERGLASS SHINGLES
DBL. TOP PLATE
2X4 *1 01C. MAX.
1 114 1 2-l'
.:7_ __ VE PIN
,M. . .4 M.
HEAD SIZE Soo MIN.
EMBEDI-IENT I)VA'WIIN V
EA. END NOT TO EXCEED
18'04. MAX By'
2X4 SOLID
BLOCKING SOCURE
TO SWEATWNG WITH
MIN. 2-12d PER ELK
EA, END
Y
PRECAST HEADEWMIN)__
\�V
2 X 4 (MIN 2 X 3) 1-3/16 TAPOON
OR DRIVE PH CHIP 844ANK SIZE145
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
VFROM EACH END AND 10'
OZ, MAX MIN 1-1/4' EMBEDMENT
2 X 6 (MIN 2 X 24) 2-3/16 TAPCON
OR DRIVE PIN (MIN WANK SIZE.14b
MIN HEAD SIZE 3�=
MIN EMBEDMENT 1 1/4')
V FROM EACH END AND 16'
OZ. MAX MN 1-1/4 'EMBEDMENT
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE FIN (MIN SHANK $IZE.14S
MIN HEAD SIZE 300
1/16- OM SHEATHW.
MIN EMBEDMENT 1 1/4')
2X4 16- Or- MAX.
S' FROM EACH END AND 15'
(WHEN OVER W- IN HE*HT.)
Or- MAX. MIN 1-1/4' EMBEDMENT
2X4 SOLID BLOCKNO —
SECUPW TO SHEATNiW. W/
MK 2-12d PER BILK EA. END
ARCIIWAY DETAIL
16 AND UP
(D_ &CALEi 1/2'.F-0'
r=-\CLOSED VALLEY FLASHING DETAIL
SIMPSON
1/2 CLGk BOARD 4 TEXT. SP4 32'
SIMPSON SPA 2X4 D5L. TOP PLATE oz.
32' 0,C. �—LVDIQYUALL
2X4 WOOD STLVS -*- 04�
UNZ, ON TRUSS PLAN
2X4 CONT. STRESS
BLOCKING MIDAUALL
�X4 P PLATE
�S T ' -4-
:O�0
AM:
1 A�
E
EMBEDMENT
SLAB
CONT.
D_
1-STORY
INT. BEARING WALL
UPLIFT OR
AL8 "2
F WALL
OR
.A. FLOOR LOAD ILY , .11 NOT
INSTALL CONNIECTORB.
DOUBLE TOP PLATE
2.4 CONTINOLIS STRIESS
15LOCKM MID WALL
2X4 STUDS 0 16' OZ. MAX,
UON.
I- T 4 G SUBIFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
IST FLOOR STUDS TO
2ND FLOOR STUDS
SIMPSON MSTA-356 - S2'
Or.- MAX
FIRE-Ew. FLOOR TRUSS
DOUBLE TOP PLATE
2x4 CONTNOUS STRESS
BLOCKIN6. MID WALL
2.4 STUDS . 16' OZ. MAX,
UDA1/2' GYP. U)L. 5D.
SECLIRE BT. I -LATE TO SLAB
Ull �.S' ANCHOR BOLT W/ 2'
WASHER SET IN SIMPSON
HIGH STRENGTH EPDXY 1'
MOOD. MK
IMPSON SPA - 32' OjC. MAX
INT. 2-STORY LB.W.
SCALE:
PRE-ENG TRUSSES OR
CONV. FRAMED RAFTERS
2.4 BLOCKW3
(3) T2d'. EACH
2x DOJISLE TOP PL
STUDS - 16,
MTS-12 * EVER I
2X4 ST. Pt
DORMER
9 �k`TT4A N;T
.. M
. P,
DBL. TOP PLATE
SECURE 2 X PUP TO PIT
U112-12616 6'-W OIC. MAX.
1/8. TEXTURED FINISH
1/16, Obs SHEATHING
2 X 4 11 MAX
eU4EN OVER 46' IN WIEGWTJ
2 X 4 (WHEN OVER 16' IN WIZ5,14T.)
1/4' IM-11PERED MASONITIS
GLUS A NAIL W1Sd-S W-12'0r-
IF MENDED,
2 X SOLID BLKIG - ARCH
SECURE W/2-126 EACH END
_MTL WOW FRIXIE
-NOTE: NO GAP . WOW FRAME
TO EXCEED 1/4'
ARCHWAY DETAIL
/—A'\ CUTAWAY
2 X 4 (MIN 2 X a) 1-3/16 TAPC4;N
OR DRIVE PIN (MN SPANK SIZEJ45
MIN HEAD SIZE 3300
MIN EMII 1114')
a'. FROM EACH END AND 18'
EXISTING ELK AISV'.
0Z. MAX MN 1-1/4'EMBEDIP-IIENT
1/4' TEXTURED FINISH
2 X & (MIN 2 X 3) 2-31/16 TAP -CON
1/0, TEXTUNED FINISH
OR DRIVE PIN (MIN SPANK SIZE.Mb
MIN HEAD SIZE 300
IAO'065 SWEATHW.
MIN EMISEDMENT 1 1/41�
&'FROM EACH END AND 16'
2 x 4 *1 OZ, MAX.
0,C. MAX. MN IA/4' EMBEDMENT
(121WEN OVER IS- IN WEOWT.)
2 X 4 (WHEN OVER IS-
2 X 6 (MIN 2 X 3) 2-3/16 TARCON
IS' N HEIGHT.)
OR DRIVE PIN (MN SPANK SIZE.L45
MIN HEAD SIZE 300
MIN EMBECt'IENT 1 1/4')
2 X SOLID 51J<�G - ARCH
SECURE 114-12d EAC44 END
a. FROM EACH END AND 10'
ATTACHMENT PER
OC. MAX MIN 1-1/4' V-11BECtIENT
MANUFAClUl"'S SPEC'S.
MTL WDW FRAME
1/4'TEMPERED MASONITE
4�40TEII NO GAP - UIDW FRAME
GLUE 4 NAIL lVedS S'42' OZ
TO EXCEED 1/4'
F NEEDED:
ARCHWAY DETAIL
CUTAWAY
ROOF TRUSS UPLIFT
CONNECTOR NOT
SHOUIN FOR
CLARITY (SEE
SHOP r.>urr,.)
EXTERICI�l UIALL
S T"W
HEA . 'SE,
NOTES� FASTEN EACH STUC>
TO DBL.TOP PLATE
UJI USIP 5PT24 NAIL
PER MANUF. SPECS.
SECTION AT TOP
,--�OF EXTERIOR WALL
ASlPkALT SHING45 OVER
W FELT ON 1/* 0.6.5�
Imm-ENG 6ABLE TRUES
,r II&TEMArK
a EW
.. PACK FOR
SIZE 4 CONNECTION)
2x4 OFF BLOCKING BETWEEN TRUeOES
WI -ERE 'X' BRACW. IS PRESENT
Iml "I owy. 2.4 s" RAT RUN I
SECURED W/ (2) 1241. EACH
TRUSS
I) 2X4 -2 S.Y.P. DIAGONAL BRACE W1 (3)
12d.6 * EACH TRUSS (DIAGONAL
X-ISP,ACIW. TO OnVER S-TRUSWS
J'GYPSLIM WARD OR I'
HIGH STRENGTH CL6.
NOTE; BOARD
DIAGONAL BRACE - CENTER OF TRUSS OPAN OR HIGHEST RIDGE.
DIAGONAL BRACE TO BE - ANY SPAN V-V OR GRATER REFER TO
TRUSS ENS. FOR ADDITIONAL WOMZONTAL TRIM REINFORCEIMENT-
0'-0' TO X-SRACE
30'-V TO 60'-V'(3) X-BRACE (1) X-BIRACE * CENTER AND (2)
BRACE CMDEID ECIUALY FROM CENTER TO END
g_qGABLE X-BRACING
lo SCALE ..'�.�ACINI
SCALE: V2'-I'-C*
2x RIDGE ONE SIZE LARGER
THAN *AFTER SIZE
MIN. (3)12d NAILS OR
MINL (4) 10d C" NALS
Ix6 COLLAR 71E AT EVERY OTHER
RAFTER Wl
MIN. t3)12.1 MAILS OR
MIN. (4) 10d GUN NAILS
1.0 NAILER SECURE TO TRUSSES
BELOWW/
(2)12d NAILS OR
(3� 10d GUN NAIL$ - EA. TRUSS
RAFTER TO TRUSS MTS-rl
CREATE VOID FOR STRAP
FRE-EW� TRUSS
ALTERNATE CONNIECTI CONV. FRAMED ROOF
MSTA-24 RAFTER TO 5LKG 51-ALE:
BETUREN TRUSSE-�z
5
0'-0' TO 30'-C'(1) 'A'IBRACE
30'fTO BRACE
(I 'X BRACE -CENTER)
(2 'X'BPAZE DIVIDED SCUALY FROM CENTER TO END)
FIBERGLASS SHINGLES OVER
030 FELT ON 1116' O.S.B.
(2) 2X4 -2 SYP DIAGONAIL BRACE
kU/ 3-12d - EA TRUSS ( DIAGONAIL BIRACE
TO COVER 5-TRUSSES
2X4 BLOCKING ULIPERE 'X' SP.ACWG
IS PRESENT
(2) 10d NAILS EA END
TO TRUSS
SIFF STIPPISACK
(SEE SEALO ENS. PACK FOR
SIZE 4 CONNECTION) Lc
1AV 085 SHEATHING TRLISS 24' .1,
USE Sd NAILS AT
4' o� EDGE 4 6' o� FIELD
1/2' rLGL BOARD
2X4SgFMX 5 �A
.21 -32',O.C. MA NAIL CONT. RAT RUN TO
OR MST -2 - 32 O.C. TRUSS Uj/ (2)12d - EA. TRUSS
2X4 SYP RAT ADJACENT
TO DIAGONAL BRACE,
SWEATHN6. NAILING TO BE
6' OC INFIELD DBIL TOP PLATE
4' 5Z-ALL EDGE$ W/Od NAILS 2X4 STUD 16' O.C. MAX.
2-STORY GABLE END CROSS BRACING
SCALE:
IrM UPLIFT
SIMPSOM w1alloo
WIIV 10�1 TO TRIM
AND (4)1/4' . 2 1/4'
TAPCONS TO CONT
POURED LINTEL
- 23W UPLIFT
(2) SIMPSOM HTSM20
INSTALLED ON OPPOSITE
FACES OF BLOCK WAL
WAO led TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCV45 TO CONT
-POURED LINTEL
PRE-Ewl TRUSS
CONTINUOUS
BOND BEAM
TAP —
Mlli 2' COVER
2� APART
�TRQ I
12
FINISH o LANDING
3/4' PLYWOOD FF.
y CL
DBL 2
Xro
30" MIN. FIN16H
3/4' PLYWOOD WITH
412-D COMMONS WINDER DETAIL
LANDING DETAIL NAILED THRU 3/4'
FINISH 0 LANDING PLYWOOD INTO
3/4'PLYW000 F;— EAC14 5TRINGER�7
LESS THAN 4- TYP.
3-2x[2 SY'll STRINGER I DBL 2XI2 2X2T BETWEEN SPINDLES
TnAllp
REINFORCED W/2X4 5PFOR CUT. (9501
UJ/CONT. BEAD Or FLOOR J015T IXa RISER
5U5-FLOOR ADHESIVE
PL-400 OR 51MILAR 0 HAND RAIL-,
EA HORIZONTAL RUN
SECURE TREADS TO STRINGER
LU/(3)08 3- SCREWS EA
OR
L
ZI
L
0
E
0 R
I
Jo'
N G
R
2X
U
T
"X
0
T
T
a
0
R
F
T
F
1/2.
I- NO
STRINGER, UNTHREADED SHANK 1/2'DRYLUALL--,,
TO EXTEND BEYOND THICKNESS
-KN
OF SUB -FLOOR SHEATHING IXIO TRIM--'
NOTE; I'NOSING TYP.
STAIRS RISERS TO CONFORM
RM
TO F5CR 5TH EDITION (2014) od CUT NAIL
It I
MIN. TREAD 10', MAX. RISER -1-3/4' (3� 10d CUT NAILS
4
311ro'MAX. VARIATION IN R15ERS/TREADS a 2X4 P.T.
R INTO
ADJACENT TO EAC14 OT14ER 5LEEPERINTO
318'MAX. VARIATION IN ANY R16ER/TREAD SLAB I'Ar
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 13/4' --1/4' OR PROVIDE EQUIVALENT
GRABPABILITY (� �STAIR SECTION DETAILS
WINDERS- MIN. ro' WIDE 0 NARROW END
MIN. 11' WIDTH 0 12' FROM NIARR01-11 END SCALE: 3/4'=I--0'
34' MIN. HANDRAIL 14GT.
k R C N I T E C T IIIII
MSffi'n
GrWoul0J. In c..
41 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA P. 0003326
SILVERADO
LOT 32
LOT 6
Psojm'
04128.001-03261
mo
4EHI3
"2605-HAYDEN"
GAJtAGN BWMG-
RIGHT
PAGIM
misc.
DETAILS
150 MPH EXP. B Of
p
DATzh 11/08/17
8CALM: 1/4-=f-0"
5
PRODUCT APPROVAL LISTING -SHINGLES -STANDARD
PRODUCT APPROVAL LISTING
EXPIRA71ON BATE
�-Ti 10446-114
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FL, 10447-R3
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FL 10456-113
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2D14 FBCR
12/31/2017
FL 17236-R2
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 17244-Rl
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 17243
FL 17241
FL 17236
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBat
12/31/2020
FL 17244
FL 6223-112
FL 17236
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONN ECrORS
2014 FBCR
12131/2020
FL 7473-R6
EAGLE PRODUCTS
ROORNG
ROOF TILES
2014 FBCR
12/31/2018
FL 12019-115
AMERICAN CONST. METALS
PANEL WALLS
SOFFIT
2014 FBCR
3/2/2020
FL 17624
PLYGEM
PANEL WALLS
SOFFTr
2014 FBat
7/31/2019
FL 14039-112
PLYGEM
SINGLE HUNG
2014 FBCR
7/31/2D19
FL 14634-112
PLYGEM
SLIDING GLASS DOOR
2014 FBCR
7/31/2019
FL 15264
PLYGEM
WINDOWS
MULLIONS
2014 FBCR
7/31/2019
FL 14253-113
PLYGEM
FIXED GLASS
2014 FBCR
7/31/2019
FL 15217-114
MI WINDOWS & DOORS
SINGLE HUNG
2014 FBCR
12/31/2017
R 13349-114
MI WINDOWS & DOORS
SLIDING GLASS DOOR
2014 FBCR
12/31/2017
FL 15333-R2
MI WINDOWS & DOORS
WINDOWS
MULLIONS
2014 FBCR
1Z131/2017
FL 15076-113
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2014 FBCR
12/31/2017
FL 5679-113
CI.OPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBat
12/31/2038
FL 5684-R7
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FL 15279-R4
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FL 5891-RS
THERMA-TRIJ
EXT. DOORS
SWINGING EXT. DOOR
2014 FBat
12/31/2018
FL 107SB-R6
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2014 FBCR
04/13/2018
FL 10477-113
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 13192-114
JAMES HARDIE BOARD
PANELWALLS
SIDING
2014 FBCR
01101/2018
FL 13223-113
JAMES HARDIE BOARD
PANELWALLS
SIDING
2014 FBCR
01/01/2018
FL 13265-R2
JAMES HARDIE BOARD
PANELWALLS
SIDING
2014 FBCR
01/01/2018
FL 4103-R8
TAMKO
ROOFING
ROOFING ACCESSORIES
2014 FBCIt
12/31/2D18
FL 7006-119
IKO
SHINGLES
30 YEAR
2014 FBCR
9/6/2021
FL 158-R8
CASTCRETE
STRUCTURAL
LINTELS
20M FBCR
9/11/2018
THIS 5 A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA
VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO
PURCHASE AND INSTALLATION.
REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM @
WWW.FLORIDABUILDING.ORG
CONTROL DATE: 09/26/2011
A A C N I T 9 C T 3-1
Mi n
00. n2c.
Ai N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.cDfn
AA k OOD3325
oulmlv. 4k LWO%%
SILVERADO
LOT 32
LOT 6
PROJWT#
04128.000-03261
MODEM -
4EHB
"2605-HAYDEN"
GAltAGZ OWDM'.
RIGHT
PAGM
PRODUCT
APPROVAL
LISTING
150 MPH E)T. B
F-pawT -1*14
X)ATM 11/08/17
ECALM 1/4"=I'-O"
8*1mw
L D6 j
NOTE,
APPROVED BUILDM WRAP
SHALL BE LAPPED A MINIMIJM Or
6* 4 VERTICAL LAM (ROLL
ENDW 4 0' IS HORIZONTAL LAPS.
ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I'
WITH FORTIBER SHEATWIN13. TAPE
PRIEFOF&ED CCNTROL JOINT THICK, 3 COAT CEMENT
r OF ON L :;ILIVR
BE WIRED '�E. M'SjT0.T':-' AYER -2, FORTIFIBEIR
04. MAX (VERT.). NOTE, DO BUILDIW. PAPER 1AP MITI LAII
NOT FASTEN C40NTROL JOINT To
WALL EVEN IF STUD EXISTS
BEYOND EXCEPT STAPLE& tU/ APPROVED METAL. LATH
LEG MAY BE USED To TEMP. IIIAX X.
FASTENED -I- (VERT.) OC, MAX X
�URE C40NTROL JOINT AT SUPPORTS ;___2x�41'
DURING INSTALLATION WFES LATER 'I,
FASTENERS TO BE STUCCO WRAP METAL LATH
I' OC. MAX VERTI LY WOOD SHEATHING, IT —11 1
1'4�1 L-R 1,
STUCCO URAP
'N_
MN IR y
BUILDING, PAPER
LAYER -2, PORTIP15ER
ATM $WALL NOT
CONTINUOUS I- T 6, To S.
kR0Ua.w CONTIRDL MIN M.,
OrNIT6 BUT $WALL
SE STOPPED AND AT.
IED AT EACH SIDE- PROVIDE 2X4 BLOCKING, M.
'ER ASTM C"3
JO.IA PLACED FLAT MA>c r,' TO S' L4
L
FROM CONTROL JOINT J"EN APER LAP.
CONTROL JOINT FALLSUON
STMICTURAL STUD 51—ALE:
FASTENERS FOR LATH TO BE NAILS OR
i+Wkas IN COMPLIANCE tat AsTm cw&3
1. WIRE TIES To BE (NO. 10) 004TS' WIRE
L BLOCKING SHOWN MAY BE IN ADOITIOI* 1\
10 WALL STUDS REQUIRED PER PLAN
VERTICAL LATH
C><j & PAPER DETAIL
NOTE,
SIDE LAM OF METAL
PLASTER ]BASES SHALL
ME SECURIED TO
FRAMING. PIEM15E
M" TYPE CONTROL JOINT THEY 6WALL BE ITIED
BETWEEN SUPPORTS
LL4?W 0,0415-mi. (121-MM)
WPM AT INTERVALS NOT
MORE THAN S'(22%-MM).
AS PER ASTM C"3
A 10.1.
NOTE.
KICKOUT FOR REPAIR OF TEARS
IN UPS LATEERS, TEARS
DETAIL MAY BE PATCHED
WA40USE URAP TAPE
PER MANUF. SPEC. OR
FEEL 4 STICK
M.A
G) 2. CRINAM In. IS
2.CEMAINE PT.0
CRE�w W. a
OREAEG c
� PT.
a TILL FT. c 7�9
ma"O" ALANGI!
R.ANGI!
SSAI� 122
bka=.
J'THICK, 3 COAT CEMENT
PLASTER (PRAM. W' 2 COAT
OVIENT PLASTER, (�)
WRI5 LAYER -2, PORTIFIBER
BUILDING PAPER "AmE ONLY,
WRIB LAYER -1,
STUCCO WRAP(PmAM ONLY)
LAP LAYERS OF LDM WRAP
.I11R "im STOP
V,b
4,gjj@
% "OP A8012
ONLY) a,
m
EXTIFF"oft
DVAIL) A
FELT LINOIRMLAYMENt
M, X�F
WALL INTERSECTIONS
ENINGLE FICOINNS
�Eodlz OVERLAPS,
EX'END W. BELOW
"ATwWAS, ME wANcALLY P�tA WRN�
INNSTIN 4' Or— MAX.
WATER TIGHT SEAL. f8ENl> O%t
84ILDER,
4'x4'SELF-ADWE L"
Rw
rl_ASHW3 (COMPATIBLE LLV HOUSE
WRAP MATERIAL) OVER
APPROVED HOUSE WRAP.
rL ING
I' OR LESS PIPE
PENETRATION
CUT AND OVERLAP Ole SIDE OF
SELF-ADHERW. MEMBRANE
FLASHING
STEP #1
9'TWICK, 3 COAT CEMENT
PLASTER
METAL LAT14
BUILOIN5. PAPER
STUCCO UAP"A
INSTALL FASTENERS (CLIPS,
WCOO SHEATHING.
STRAPS, STAPLE6) AS
REQUIRED To SECURE
PIPE/ WIRE TO FRAMIN6.
WOOD
SHEATI
BUILD]
PAPEF
STLro
HORIZONTAL LATH
& PAPER DETAIL
OD SHEATHING OR CMU
B LAYER M,
JCCO WRAP (FRAME ONLY)
-HICK, 3 COAT CEMENT
ASTER (FRAME), 1/2" 2 COAT
IENT FLASTER (CMU�
TAL LATH (FRAME ONLY)
P WRa 4 TAPE OVER
OF/WALL 5CREEr->
V V TYFIE CONTINUOUS
Lv. METAL FLASPING
�IL TO ROOF DECK, NOT
LL SWEAT�41NG)
�F` SqINGLE - DO NOT NAIL,
�TALL WITH ROOF CEMENT
>OF PER ELEVATIONS
L" FLASHING
N.T.6.
&'x6'SELF-AOWERW. MEMBRANE
FLASHING. (COMPATIBLE W1 HOUSE
WRAP MATERIAL) OVER 4'x4'
SELF-ADWERINd. MEMISRAINE
FLASWI " OVER APPROVED
W
HOUSE WRAP.
&A elm
CLIT AND OVERLAP ONE SIDE OF
eeLF-ADWERIW. MEMBRANE
STEP 02 FLAX44w.
WRIB LAYER M
STUCCO m4f
WRIS LAYER -2. FORtFIBER
6' '6'61ELF�ADWERIW. MEMBRANE
FLASHING OVER 4'x4'
SELF-ADWERW. MEMISRANE
FLASWIN'S OVER APPROVED
HOUSE UIRAP.
FLASHIW. TO EXTEND ONTO PIPE
—41.41 SELF-AD14ERNG MWIBRANE
— FLASHING, OVER APPROVED
HOUSE URAP. ITO PIPE
COW. BEAD OF SEALANT
—INSTALL AFrROVED HOUeEWRAP AIR
NFILTRATION BARRIER OVER
SWEATWINn
--ELASTOP'NERIC COATING. OVER STUCCO/
C.V. FINISH (SHE TYP LUALL SECTION)
SECTION PFR FBC R703.8.1 I
SIT
E.t.d.r...f "ItI.M oII,1 pi-
.h.11 —ply jth the iIF311040-
rec,W�M of ASTM C 926-12A.
In.t.d
.1 emply vAth ASTM C 1063-12A.
A�FJFE FENETRATION
DRAINAGE FLANE (WR5
LA-T-ER 1*1, 5TUCCO WR4F)
WR5 L,4**TER:12 (FORTIF15ER
5UILDING FAFER)
METAL LAT�4
STUCCO
TAIL (F:R,4�1
WOOD SHEATHING 7�/Z��
5ELF-ArD�4E51vE FLA&HINra
NOTE -
METAL LATH: LATH TO BE PER FBC
R-103.6.1 / 45TM G-a471-0S, MIN. 2.5 L55.
FER SQ. 'TARC) (UTILIT'I' OR NOMINAL
LATH POE5 NOT MEET SFECIFIGATION5)
A R C H I T E C T 3-1
5
MDesign
00.!
IT...
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-77445078
FAX: 407-7744078
www.abdesign9roup.00m
AA 111. 0003325
- v
reummm a. LOMM',
SILVERADO
LOT 32
LOT 6
PmjwT#
04128,000-03261
MODRU
4EHB
"2605-HAYDEN"
GAP-WM BVnM:
RIGHT
PA031:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. Bf
[ARCHrTECT-
STATE OF
F-Pum" -I
IDATJ& 11/08/17
8CA1M 1/4"=I'-O"
WAI
BACKER ROD
BACKER ROD
WRB LAYER -1,
STUCrO WRAP
INSTALL ro' SELF-ADHERIW.
MEMBRANE FLASHING OVER
TOP, SIDE(S) AND BOTTOM
FLANGES Or NON -MOVABLE
FRAME OF: THE EXHAUST.
SEQUENCE OF FLASHING TO BE;
1. BOTTOM, 2. SIDES, 3. TOP
VENT CAP 15 TO BE SET IN BED
Or SEALANT AT TOP AND
SIDES ONLY. SEALANT 15 TO BE
TOOLED 50 AS TO DEFLECT
WATER AWAY FROM JOINTS.
E-Z ISEAD ALL AROUND
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
APPLY SEALANT AT PERIMETER Or
NON -MOVABLE FRAME AND STXC40
ON ALL SIDES, Y4* CAULKING 0 JOINT
ALL AROUND
PER FBG R703.6.1
Exterior lathing and plastering
Exterior use of Portland cement plaster
shall comply %Mth the application
requirements of ASTM C 926-12A.
Installation of exterior lathing and framing
shall comply with ASTM C 1063-12A.
HOODED VENT
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
WOOD -SHEATHING
DRYER
VENT (FRAME)
WOOD SHEAT141W.
WRB LAYER 01,
STUCCO WRAP
WIRE, LAYER -2, FORTIFIBER
BUILDING PAPER
WOOD -
C474STUCTION
�,, -METAL LATH
VINYL CASING BEAD
6' RAISED BAND
F1- % MID -WALL
61 WIDE STRIP SELF
ADHESIVE FLASWIN". CLEAN
MASONRY BEFORE APPLYING
Z FLASHIW.
STONE VENEER
OVER SCRATCH COAT
HORIZONTAL WEEP SCREED
W/STONE VENEER
(FRAME TO BLOCK�
LEGEND
DRAINAGE PLANE (WR5
LA'Y'ER 01, 5TUCCO WRAP)
WR5 LATER 02 (FORTIFSER
BUILDING PAPER)
METAL LATH X—X—X—x
-STUCCO F _.-
WOOD &HEATHING E��Z
SELF-ADHESIVE FLASHING
NOTE:
METAL LATH; LATH TO 5E PER F5C:
R103.6.1 / ASTM C-&4'1-01b, MIN, 25 L55.
PER 5Q. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICAT IONS)
STUCCO
FINISH
6' SELF ADHESIVE
OVIER TOP 4 SIDES
SELF
FLASHING
UNIT
PPEMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT *
TOP 4 SIDES
(@ DRYER VENT (BLOCK)
BUILDING PAPER
OVER:QUICK
FLASH
FIPrz THROUGH
WALL
&' SELF ADHESIVE -
FLASHING (INSTALL
PER MANUF. SPECS.)
BUILDING PAPER —
UNDER 'QUICK FLASH'
A VENT PENETRATION
SCALE, N.T.S.
FLEC. METER FIELD
VERIFY LOCATION
AREA TO RECEIVE
STUCCO SCRATCH COAT
4 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC, METER INSTALLATION
. METER FIELD
FY LOCATION
ELEC
VERI
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO 5E FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLY5LEND FOAM
-('GREAT STUFF' OR SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
CONSTRUCTION
WOOD SHEATHING
WR5 LAYER 01,
STUCCO WRAP
WR5 LAYER 02, FORTIFIBER
5UILDING PAPER
9- THICK, 3 COAT CEMENT
PLASTER
19' TO %' MID -WALL
WEEP $CREED
k��ro' SELF-ADHESIVE
FLASHING
_ WOOD FRAMED
WALL
HORIZONTAL WEEP SCREED
(FRAME TO FRAME)
PROVIDE STUCCO 5CRATCI-4
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
D16CONNECT
ELECTRICAL CONDUIT
PENETRATION
CUT OPENIWG IN
APPROVED HOUSIEWRAP
FOR BOX INSTALLATION
WRIB LAYER 01,
STUCCO WRAP
WOOD 914EATWING
APPROVED
WOUSELLRAP
15ELOW
CUT SUCH THAT -
NO MEMBRANE
ENTERS BOX,
APPLY TO FACE
EDGE
APPLY E-Z BEAl
OVER roo MIN
GRADE 'D'
rELT-PROVIDE
SEALANT AT ALL
JOINTS AND
INTERSECTIONS
5TEF *1
&TEF> #3
WOOD SHEATHING
LAY
TUCCO
LAYER -2 FORTIFIBIER
BUILDING WAkR
i X__MwRET5AL LATH
WOOD I/&. TEXTURED
CONSTRUCTION ��FINISH 0 WOOD
-FASTEN TO WOOD STIRUCTURAL
MEMBER . 1, OC
MAX
S*
&To
"'
E1
&'WIDEST IF SELF
ADWEStVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
v FINISH - MASONRY
HORIZONTAL WEEP SCREED
(FRAME TO BLO
5'
WR5 LAYER 01,
STUCCO WRAP A
CUT 1XI INTO __
SEL15-ADHERIN63 X
MEM5RANE FLASHIWG
A llw�
APPLY 5ELF-ADWERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRIB LAYER
01
&TEF *2
APPLY 60 MIN
GRADE V'FIELT
OVER
SELF-ADHERINGt El
FLASHING OVER
APROVED
WOUSEWRAP
WRIB LAYER 'I,
STUCCO WRAP
SELF -ADHERING
MEMBRANE FLASHING
WFZB LAYER 02, FORTIFIMER
5UILDING PAPER
5 T E F #4
ELASTOMERIC
COATIWG OVER
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
& T E F *5 &TEF #(o
(A) ELECTRICAL RECEPTACLE
A R C H I T E C T $I
G r aNsign
buSM0..a.. -
41 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX 407-7744078
www.abd�igngroup.com
AA If. 0003325
tq
F-sualay. a LCT�l
SILVERADO
LOT 32
LOT 6
Pnoa=T#
04128.000-03261
3WDM.
4EHB
"2605-HAYDEN"
GARAGIC 01rING:
RIGHT
PA1113ft
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHrrECT-.
STATE OF
� 4Z/
F-FRTNT
DATZ: 11/08/17
80ALIM 1/4"=1'-0"
B*nmw
k WA2
WOOD SWEATWINd.
WRIB LAYER -1,
STUCCO WRAP
WOOD WRB LAYER -2, FORTIFIMER
=NSTRUCTION 5UILDIW. PAPER
%'HAT CHANNEL J' THICK, 3 COAT CEMENT
W/%' TYPE 'X' DRYWALL PILASTER
r.' SAP. 0 TOP OF WEEP 5CIREED
TO 84-EATHINd. BEHIND tLEEP SCREED
4'POSITIVE DRAIN
WOOD $�-EATHIWS WEEP SCREED
WRIS LAY I ER M"
STUCCO WRAP
THICK, 3 COAT CEMENT
PLASTER &'SELF-ADWEREINd.
AM( &-WF-WC-lSQ CUSTOM CASIWQ SEA2
FLASHING WRAPPED
TOP OF WEEP 5CFEED
TO SWEATWIWG BELCW
WRB LAYER -4,
STUCCO WRAP
fUPS LAYER -2, rowirie
BUILDIW, PAPER
--------- -- -----
SELr-Aowmsw�
WRB LAYER 01, FI=IRAPPED
STUCCO WRAP 0 OF CANTILEVER
yl 1, 4' POSITIVE DRAIN
AMICO AM6&-UPWC-IW WEEP SCREED
CUSTOM CASIw. ISEAD �i4�4
140 CAP INFIELD --/
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
CASING BEAD
DTL '_ (P C ANT.
SCALEz 1 1/2'-1'-0'
NOTE:
METAL LAT�4: LAT�4 TO 5E FER F5C_
R7103,ro.l / 45TM G-641-0B, MIN. 2.5 L55.
f=EfP, &a. YAfRrD (UTILITY OIR NOMINAL
LAT�4 DOE& NOT MEET SFECIFICATIONS)
WOOD CONSTRUCTION
WEATHER RESISTIVE
5ARRtER -1
RESILIENT WEATHER RESISTIVE
HAT CHANNEL rBARRIER -2
J' THICK, 3 COAT CEMENT
I'LASTER
METAL LATH
5/5'TYPE 'X* DRYWALL
W/TEXTUREID 4 PAINTE
WOOD SWEATWIWS
FINISH
J' THICK, B COAT CEMENT
(2) 2x12 HEADER
PLASTER
4' POSITIVE DRAIN
VINYL CORNER SEAD
tLEEIP r�-_REED
VINYL
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
DRIP EDGE
INSTALLATION
WOOD CONSTRUCITON
WEATHER RESISTIVE
BARRIER -1
u WEATHER RESISTIVE
BARRIER -2
SIN5 BEAD
THICK, 3 COAT CEMENT
X 'P,LASTER
5/8, TYPE 'X' DRYWALL
METAL LATH
W/TEXTUREr.> 4 PAINTED
WOOD SWEATWIW.
FINI5_
THICK, 3 COAT CEMENT
WEADER/15EAM
PLASTER
VINYL COWER BEAD
VINYL COW, 4'
P05111)�E_QRAIN
L
VINYL CASIWj BEAD
WEEP 51—REED
IN PIPI
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
@D IP EDGE
a-
INSTALLATION
EXT. WOOD FRAMED-,,_
WALL
SUB -FLOOR DECKING
PP.E-Ew.lr.> TRUSS
WEATHER RESISTIVE
BARRIER -1
UJEAT14ER RESISTIVE
BARRIER -2
J* THICK 3 COAT CEMENT —
PLASTER
METAL LATH
WOOD Si4EATHIZ::::::::::::1Z
EXTERIOR GRADE
DRY WALL
J* Twicr, 3 COAT CEME
PLASTER
VINYL QORKER BEAD
-VINYL CASIWS BEAD
(SHOWN FOR CLARIFICATION CIF
SEPARATE ACCESSORIES ONLY)
ANTILEVER DRIP
EDGE
LIFIGEND
DRAINAGE PLANE (WR5
LAYER *I, 6TUr_C:0 WRAP)
WR5 LAYER 02 (FORTIF15EIR
5UILDING PAPER)
METAL LATH X—X—X—x
5TUCC;C) J,
5ELF-AD�4E51VE FL,46HING
3' X 3' 2r. GA, GALV.
FINISH LAYER (2 LAYER
METAL DRIP EDGE
PEEL 4 STICK)
SET IN FULL BED Or
6" PEEL 4
SEALANT,)i MIN.
STICK 0 DRIP
SPACE FROM DRIP
EDGE TO
FACE TO TREX
DECK
..........
Y4' GAP FOR BACKER
I Y"xl %, P.T. OR SIMU��LA�TED,,-
ROD 4 SEALANT
WOOD (TREX) FILLER,
CONTINUOUS
VINYL CASIW3 BEAD
WATER PROOFING ist ol
WEATHER RESISTIVE
LAYER (2 LAYER PEEL i,
BARRIER 01
STICK) WRAPMD FROM
WEATHER RESISTIVE
BALCONY DECK TO
BARRIER -2
CANTILEVER
V PEEL 4 STICK 0
DECK MEMBRANE,
DRIP EDGE TO DECK
�_\�
EXTEND OVER DRIP
SUB FLOOR
EDGE
5�=CME=L�
3' X 3' 2r. GA. GALV.
METAL DRIP EDGE
.. .. .......
',SET IN FULL BED Or
I Y2*xl P.T. OR SIMULATE
1 SEALANT, A' MIK
WOOD (TREX) FILLER
F
/SPACE FROM DRIP
CONTINUOUS
FACE TO TREX
Y4 FOP
—,7e BACKER
VINYL CASIWG BEAD
,�GAP
D 4 al
ROD 4 SEALANT
WATER PROOrIW. Ist
F
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 QAVW3 BEAP--\
THICK, B COAT CEMENT
PLASTER
METAL LATH
5/S* TYPE 'X' DRYWALL
WOOD SWEATWIW.
W/TEXTURED A PAINTED
WEATHER RESISTIVE
FINISH _--I.UEATHER
BARRIER -1
RESISTIVE
T TW
HICK, 3 COAT CEME
BARRIER -2
PLASTER
4' POSITIVE DRAIN
vl� Y
WEEP SCREED
VINYL CASlWj BEAD NO GAP IN FIELD,\
(SHOWN FOR CLARIFICATION OF:
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP
EDGE INSTALLATION
2x FRAMING MEMBER
9' THICK, 3 COAT CEMENT
PLASTER
2 1/2 CORNER BEAD
FA6TENE0 TO SHEATHING
'1' O.C. MAX.
/=s�---WR5 LAYER 01,
STUCCO WRAP
WOOD SHEATHING
7'/ V/-- METAL LATH
WIR5 LAYER 02, FORTIFIBER
BUILDING PAPER
(14 A CORNER BEAD (N FRAME
/� 2 1/2 " lk
(FASTENER 4 SPACING 0 1" O.C.)
CMU
%' THICK, 3 COAT CEMENT
PLASTERAPPLIED
DIRECTLY TO MASONRY
I
y4l GAP FOR BACKER
ROD 4 SEALANT
VINYL CASIW, BEAD
WATER PROOFING. Ist
LAYER (2 LAYER PEEL,
4 STICK)
WOOD SWEATWING
WRB LAYER 01,
STUCCO WRAP
::OLUMN SHEATI-11W.
WEATHER RESISTIVE
BARRIER -1
ur=A:i`WER RESISTIVE
BARRIER -2
6'.
—PEEL 4 STICK
�lYa'.3' VrLASHING.
FULLY EMBEDDED
IN ROOF CEMENT
I)J' X 3' 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANT,)f MIN.
SPACE FROM DRIP
FACE TO TREX
WEATHER RESISTIVE
BA .1
RESISTIVE
-2
ISARRIER
EXTERIOR COL UMN
COLUMN SWEATHINd.
PEEL i
CONTINUOUS
Y4'r.AP FOR SEALANT
Opt BA_R ROD -
&' SAF
I X2'.3' 'L'FLASHINC.
FULLY EMBEDDED IN
ROOF CEMENT
I )J' X 3' 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANT.)J' MIR
SPACE FROM DRIP
A R 1w. Ist
MODIFIED So
LAYER (2 LAYER PEEL 4
3/4 RESILIENT
STICK� WRAPPED FROM
HAT CHANNEL�
BALCONY DECK To
CANTILEVER
J' THICK, 3 COAT CEMENT
PLASTER
5/6' TYPE *X' DRYWALL
METAL LATH
W/TEXTURED 4 PAINTED
WOOD 5HEATWING
FINISH
a' THIICK, 3 COAT CEMENT
4' POSITIVE DRAIN
PLASTER
VINYL COFWNER BEAD
(SHOWN FOR CLARIFICATION Or
VINYL CASIW. BEAD
SEPARATE ACCESSORIES ONLY
BALCONY DRIP
EDGE INSTALLATION 0 COLUMN
@
f W / " T "
7 T A �-_ T-T T"KT r,- �
WR5 LAYER 02, FORTINBER
BUILDING PAPER-----,
METAL LATH
9' THICK, 3 COAT CEMENT
PLASTER —
ro'SELr -ADHERING
FLA-044ING
DRIP CAP
WINDOW FLANGE
STUCCO 11)
j\
WRB LAYE
BUILDING
METAL LA
J' THICK,
PLASTER
&"SELF-�
FLASWINC
DRIP c
llljNm^lI
CASING BEAD @) WINDOW
(FRAME, NO BAND)
WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
WR5 LAYER 02, FORTIFf5ER
BUILDING PAPER
L x -) I
I METAL LATH
(iXPL ED J' THICK, 3 COAT CEMENT
'VEWF PILASTER
CLARITY)
P'A R C N I T E C T i
G r aDesi n
ousO....
___ - j
r32—
LONGZOD FrL;�W
PH:407-774-6078
FAX: 40'- i : 78
777440
www.abdeslgngfoup.00m
L AA #,. 000 25
F-ammm a
SILVERADO
LOT 32
LOT 6
PROnWT#
04128.000-03261
MODMI.9
4EHI3
"2605-HAYDEN"
GARAGM 8WWO:
RIGHT
PAGIM
WALL
ASSEMBLY
DETAILS
,Q50 MPH EXP. B,,#
ARCHnr--CT-
STATE OF FLOPH
IDAM 11/08/17
DCAM 1/4"=l'-0"
x2mc"
W
A3
"A R C N I T E C T 6
WOOD SHEATHING ___\
WRIB LAYER *1 - ----------
STUCCO WRAP
WRIB LAYER 02, FORTIFIBER
BUILDING PAPER —
METAL LATH
J' THICK, 3 COAT CEMENT
PLASTER
ro'SELF-ADPERING—
FLASHING
VINYL ANGLED
CASING BEAD
DRIP CAP —
WINDOW FLANGE
WOOD -SHEATHING
t I
WRIB LAYER 01,
STUCCO WRAIF
_WR5 LAYER 02, FORTIF15ER
BUILDING PAPER
METAL LATH
--a&
(EXPLODED J' THICK, 3 COAT CEMENT
VIE UJ FOR PLASTER
CLARITY)
URS LAYER 01,
STUCCO WRAP
WRIB LAYER *2, FORTIFIBER
5UILDIING PAPER
METAL ��,TH
THICK, 3 COAT CEMENT
PLASTER
WSELF-ADHERINIG
FLASHING 7!2��
DRIP CAP
LUINDOUJ FLANGE
CASING BEAD Ca) WINDOW
(15 C (FRAME, W/BAND)
WOOD SHEATHING
METAL LATH
WRB LAYER 01,
STUCCO WRAP
WRB LAYER 02, FORTIFIBER
BUILDING PAPER—
J' THICK, 3 COAT CEMENT —
PLASTER
VINYL ANGLED
CASING BEAD
VINYL CASING BEAD
YW GAP TYP
CASiNG SEAD
TO TRIM
IX TRIM MEMBER
ID STUCCO TO
61DIN63 TRANSITION
51 DING -7
F
WCOD &HEATHING
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WR5 LAYER -2, FORTIFIBER
BUILDIW. PAPER
WOOD SHEATWW.
U"= L, .?� \ \\\�� ='LOYEM *1
STUCCO U)RAP
CASING BEAD
ro' SELF-ADHEREIW-i
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
c � �����A D�
Uk= SWEATWIN*
U.EATWER RESISTIVE
15APMER m
UEATHER RESISTIVE
BARRIER 12
%?1.1 LAP 6101w.
V SELF-ADi-ERM
AL
FLAS441W,
IWSELF-ADWERIW3
IL
I
FLA644w.
0
UEAT14ER RESISTIVE
BARRIER 'I
UEATHER RESISTIVE
STARTER STRIP
BARRIER -2
OR
WSELF�ADWERIW.
FLASWINC.
C�.AL V METAL
GALV't:> METAL
.1. ILASHIW.
L 1.
'Z'FLAS44W. DO NOT CAULK OR
US, SmLATfrl>e
TRIM
STUSW CASWQ
BEAD
l,"'. SIMULATED
TRIM I"IEMBER
BEAL e.AP IU/CAULKIW.
OR APPROVED SEALANT
QASNQ
SIDING TO STUCCO
9 BLOCK TO FRAME
NOTE:
METAL LATH: LATH TO BE PER F5C
R103,6.1 / ASTM C-541-01b, MIN. 2.5 L55�
PER SQ. YARD (UTILITY OR NOMINAL
LAT14 DOES NOT t�EET SPECIFICATIONS)
X
UJR5 LAYER *'I,
STUCCO WfRAF
WOOD S�EATWW
LIJEATWER FeE$ISTIVE----_
BARRIER 14
UJEATWER RESISTIVE
BARRIER -2
x
UJRE3 LAYER *2 F0fRTlFI5EF_
j�r X 1)1! LAP
, REVEAL
BUILDING FAFER
rLASWW.
METAL LAT�4
STARTER STRIP____
00 NOT CAULK OR
6 TkICK, 3 C0AT CEMENT
(EXPLODED
VIEW FOR
FL,45TEFR
CALvli:, METAL
*Z' PLASWrw.
CLARITY)
LY&X f.' SIMULATED—-
,, TRIM MEMBER
CASING BEAD 0S) RAISED
17A BAND (FRAME)
I SCALE: 11/2"=I'-O'
fWIV FLEXIBLE PVC
BACKER ROD)
WSELF-ADWERM
FLASWIWS —
UJEATNPR
BARRIER
UEAT14ER
BARRIER
----------------------------------------------------------------------------------------------
THICK., 3 COAT CEMENT
SEALANT PLASTER
METAL LATH
WINDOW FRAME WRB LAYER w2, FORTIFIBER
BUILDING PAPER
BEAD VINYL CASING
(111131s' FLEXIBLE F>Vr_ BACKER ROD)
UR5 LAYER 01, STUCCO WRAP,
WRAPPED AROUND FRAMING
MEMBER
ra" SELF ADHESIVE FLASHING
WOOD SHEATHING
2X FRAMING
MEMBER DETAIL BELOW EXPLODED
1/\ FOR CLARITY
11JEATHER RESISTIVE
BARRIER -1 TO LAP
&'MN' ABOVE TOP
or r Fi�Asww.
-+UEATWER RESISTIVE
BARRIER 'I
UJEATWER RESISTIVE
BARRIER -2
GALv'D METAL
7'rLASf4N5
i�� OR
`LLEATI-
BARR
61 MIN
OF 71
6' SIMULATED
TRIM MEMBER
SEAL &AP W/r-AULKW.
OR APPROVED SEALANT
LLEATWER RE616TIVE
BARRIER 'I
(W/V FLEXIBLE PVC
BACKER ROD;
SIDING TO STUCCO \—LIJEATIIER RESISTIVE
MAMRIrR -j
0 FRAME TO FRAME
SEALANT
WINDOW FRAME
WINDOW FLANGE
Y4' GAfl 7T'Fl
CASING 5EAD
70 UJINDOW
------------------------------------
THICK, 3 COAT CEMENT
PLASTER
METAL LATIH
U)RB LAYER 02, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
WRIS LAYER 01,
STUCCO LURAP
6' LUIDE PEEL 4 STICK.
OVER FLANGE
E-Z BEAD VINYL. CASING
2X rRAMING (LU/3/e,' FLEXIBLE PVC BACKER ROD)
MEMBER IV I -APPLY FULL BED Or SEALANT BETWEEN "I
FLANGE 4 [BUILDING WRAP
BUILDING
WRAP
-------------------------------------------------------------------------------------------
�E Z�B�E A�D �W I �ND �OW�C�A S �IN �G
t��A
LEGEND
DRAINAGE PLANE (WR5
LAYER *I, STUCCO WRAP)
WR5 LAYER 02 (FORTIF15ER
BUILDING PAPER)
METAL LATH X—X—X—x
STUCCO
WOOD SHEATHING
SELF-ADHESIVE FLASHING
GM�n
000. In 0
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA III, 0003325A
* a XL. 0
IL
SU7
SILVERADO
LOT 32
LOT 6
04128.000-03261
3WDMU
4EHB
"2605- HAYDEN"
CFAMAGE 8lrU40'
RIGHT
PAGM
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B w
Lu m u a --; .1 G w_ i 11 IvA
F-PAINT
DATM 11/08/17
SCAXJk 1/4"=l'-O"
SIZE=
WA4
"__j
ho
CUT HOUSEWR4P-
AT 45 . ANGLE
MODIFIED 'I' CUT -
IN WMSEWRAP
LINE OF WINDCW--�-
OPENING
APPROVED HOUSEWRAP
OVER SHEATHING OVER
WD STUD WALL
STEP 1
INSTALL 6
SELr-ADWE
FLASHING C
NAILING FL,
JAMBS
EXTEND FL
I' BELOW 9
FLEXIBLE F
DO NOT SE
FIN
TEMPORARILY
FOLD -UP 4SEC
WCUSEWRAP (Ol
TUCK FLAP UND
at HEAD
FOLD WOUSEWI
IN AT JAM15S A
SLOPE SILL R.
INSTALL &I
SELF-ADHERIW3
FLASHING OVER
VINYL HEAD
FLASHING (WITH END
DAM5) NAILING
1.
*1
FLANGE
EXTEND
SELr-ADHERIW.
FLASWIW. I' MIN
BEYOND JAMB
FLASHrl�,IG
tMIN
INSTALL VINYL DRIP I �
CAP ilillkil 'N'll
STEP 7
ALIGN FLASHIN5.
W/ INT. EDGE OF
SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGES. (CAP
NAILS, STAPLES)
INSTALL DUPONT
FLEXWRAP AS TI-
FLASHING ATTPE
FOLD
DOWN
r:>iA/.0
ACROI
WINDO
wri-y %. NOM.
;ONTINUOUS BE,
�F SEALANT AT
IAMBS AND PE�
4PPLY TO BAC
JINDOW NAILING
LANSE IN LINE
RE-PUNCWED
40LES OR &LOI
JIDE ADHESIVE -
-XIBLE FLASHING
VIER DRIP CAP
ECTO-WRAP
EQUIV)
WINDOW FLASHING
INSTALLATION DETAILS
(FULL WRAP)
5CALE- NT6
STEP 9
INSTALL
PLUMB, L
AND SOL
MANIJFAC
WRITTEN
INSTRUC-1
�A
4;4NE
LASHING
OVER JOINT
1. IT IS T14E CONTACTORS RESPONSIBILTY TO VERIFY
THE COMPATIBILITY OF ALL PRODUCTS INCLUDING
HOUSEWRAP, SEALANTS 4 SELF-ADHERIW,
FLASHING MATERIALS USED DURING CONSTRUCTION,
2. INSTALL ALL MATERIALS PER MANUFACTURERS
WRITTEN SPECIFICATIONS
WARNIW- SEALANTS MAY REACT ADVERSELY IF NOT
COMPATIBLE.
NOTE:
CLEAN AND SEAL JAM5 TO SILL JOINTS WITH
DOW IIS5 FOLLOUJIWG COMPLETION OF:
EXTERIOR RETROFIT WORK
NOTE:
REPAIR SCHEME SHOWN $14ALL. 5E
IMPLEMENTED AT ALL WINDOWS WITIHI
r A R C N I T E C T 3"1
InDFels�jilign
--W. Z�i4-6-0-7'8--
FAX, 407-774-4078
www.abdeslgngroup.com
I. AA #: 0003325�j
ou"m a I.OlTr.,
SILVERADO
I
LOT 32
L
OT 6
ipaoj=T#
04128.000-03261
mopmm.c
4EHB
"2605-HAYDEN"
0AAA0Z 9VWG:
RIGHT
I ]PAOXI:
WALL
ASSEMBLY
DETAILS:
CNDOW FLASHING
150 MPH EXP. B
EVIDENCE Or WATER INTRUSION 15ELOW THE
WINDOW OPENIWs
ARcHn-EcT..
9TATE OF FLOR
9��INTERIO
V 7
R PERIMETER OF
S EAL IN PERIMETER OF
tRlop
EAL Tr
SEALANT_-
X ABMCHACRA
LROLA%
NO 93723
p
DA-PI& 11/08/17
SCAM 1/4"=l'-O"
um"
n
WA5
----------
2x(o SUe-eANt)
W / 1. x4' NOTCH 6
END WRAPPED IN
FEEL 4 STICK
DRIP EDGE
METAL FASCIA Il)RAP
1/6' TEXTURED I
FIN16H e WOOD
1/2' TEXTURED
FINISH a CMU
METAL FASCIA
2Xf. SUB BAND
r
WRAP YS -Rom
STUCCO, 11 FROM
WOOD WALL
FLAN 5-
EXTERIOR WALL
(FRAME OR CMU)
NOTE NOTCH FOR 2Xro
SUB BAND ONLT'
ROOF KICK OUT REMOVED
FOR CLARITY
10/
ROOF DECK (BEYOND)
\DRIP EDGE, I' OFF WALL
Lzz/
NOT INTO STUCCO)
II/V TEXTURED FINISH 0
WOOD, 1/2' TEXTURED
FINISH tv cmu
---L2xro -SUB-BAND W/I'x4'NOTCH 'w
END, WRAPPED IN FEEL 4 STICK
(4)ELEVATION
\—METAL
FASCIA WRAP I' OFF
WOOD WALL. SUB BAND 2'
H
OFF WOOD WALL
le'\f=>L,4N A
ft
FRE-ENG'D TRUSS TO BE CUT 0
WALL LINE TO AVOID CONTACT
W/TEXTUIRED FIN15H
2'x4'x4'-O'
6CA55ED TO TRU55
W/126 NAILS ro'-V
O.C' MAX,
2x 6Ue-BAND WIV2'x4'
NOTCH a ENE)
METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
1/8' TEXTURED
NNISH 0 WOOD,
14' TEXTURED
IMINSH 0 CMU
METAL LATW
OR CMU
WRB LAYER 01,
STUCCO WRAP(FPAME ONLY)
WR5 LAYER -2, FORTIP15ER
BUILDING PAPER
(FRAt�E ONLY�
ROC)FIW. CEMENT
DRIP EDC.E
METAL KICK OUT
SUB BAND DETAIL @) WALL
SUB BAND DETAIL Q-9 WALL
W/KICK-OUT
ME OR Cmu
7 PAPER
F EDGE
FERENCE POINT
_Y FOR WALL OFF
OF COMPONENTS)
AL FLASHING, WRAPPED
Y4' A50VE 50TTOM OF
P EDGE
?U5-5AND
.x4'NOTCP is
), WRAPPED IN
�L 4 STICK
OF CEMENT 6
;�F EDGE
umiTTED 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
M IN� Y4' ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
LU/%'x4' NOTCH e
END, WRAPPED IN
FEEL 4 STICK
-ROOF CEMENT 6
ROOF EDGE
OMITTED FOR
CLARITY
A R C N I T III C T
g ou pin
Gg* n2c..
l"i N. RONALD REAGAN
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA 41. 0003325
E
s
-A'
F-summ a
SILVERADO
LOT 32
LOT 6
PAOJWT#
04128.000-03261
MOIDXU
4EHI3
"2605—HAYDEN"
GARAGN BWZNGI
RIGHT
PAQ10:
WALL
ASSEMBLY
DETAILS:
SUB —BAND
,.,150 MPH EXP. Bj
ARCtlTr-CT--
STATE OF FLORID
F-pann
DATZ: 11/08/17
BOAM 1/4"=l'-0"
millle=
WA6
a6� -t��-( 67-
0,5 K50-r
ge
3, 0,56
a