HomeMy WebLinkAbout6362 Silverado Ranch Ct99 2605-HAYDEN99
12602 TELECOM DRIVE, TAMPA, FL 33637
Tel: (813) 740-9720 Fax: (813) 740-9715
—• STATE OF FLORIDA
DESIGN
CRITERIA:
ABBREVIATIONS
-FLORIDA BUILDING CODE, RESIDENTIAL,
ABV.
ABOVE
LAY.
LAVATORY
CERTIFIED BUILDING CONTRACTOR:
5TH EDITION (2014)
A/c
AIR CONDMONING
LUM.
LUMINOUS
• ALL LOCAL AND STATE
CODES
'�
ALT.
ADTEA
ALTERNATE
M.G.
HER
MEDICINE CABINET
MANUFACTURER
D.R. HORTON HOMES
AMP.
AMPERAGE
MIN.
MINIMUM
• OCCUPANCY
- RESIDENTIAL, GROUP R3
BD.
BOARD
MID.
MOUNTED
12602 TELECOM DRIVE
•CONSTRUCTION TYPE
- VB
CL
CAB.
CENTER LINE
CABINET
MTL
w.T.s.
TAL
NOT TO SCALE
TAMPA, FL 33637
•MIN. INTERIOR FINISH
- CLASS B
�.
CEILING
O.C.ON
CENTER
•BASIC WIND SPEED
- Vult=150 MPH
LINE
TEL: 740-9720
CONC.
CONCRETE
P.B.
PUSH BUTTON
(813)
Vasd=116 MPH
CPT.
CARPET
PH.
PHONE
FAX: (813) 740-9715
•EXPOSURE
_ B
G.T.
CERAMIC TILE
PIT.
PLATE
•1-STORY RESIDENCE
D.
DRYER
PLYWD.
PLYWOOD
•2-STORY RESIDENCE
- MAX. HEIGHT AS PER LOCAL
AND STATE CODES
DWI.
D.C.
DIA.
DOUBLE
DUAL GLAZED
DIAMETER
PR.
P.T.
R.
PAIR
PRESSURE TREATED
RISER
DIM.
DIMENSION
W.
RADIUS
• STATE OF FLORIDA
DISP.
DP.
DISPOSAL
DEEP
R.A.G.
REF.
RETURN AIR GRILL
REFRIGERATOR
PROFESSIONAL ARCHITECT:
ns.
DOWNSPOUT
R..
ROOM
ROUGH OPENING
ROLAND A. ABOUCHACRA
D.W.DISHWASHER
DETAIL
S.D.
S.H.
SMOKE DCTOR
SINGLE HUNG
AR NO. 93723
EA.
ELEV.A.
EACH
ELEVATION
S�HTHG.
sm.
SHEET
SHOWER
SQ.FT,
CALC.'S
EQ.
M.
EQUAL
AR
SLIDING
A.B. DESIGN GROUP, INC.
E)IT.
UTERIOMUS
FCl7'EWOR
SLSim
SL.
SLIDING
F.G./Fx .
FLED Goss
SL cL.
SLIDING Goss
1441 NORTH RONALD REAGAN BLVD.
F.C.
FUEL GAS
STD.
STANDARD
LONGWOOD, FLORIDA 32750
5T FLR LIVING
04 SQ. FT.
FE.
FLOOR
SITS
SHEAR "AIL
2ND FLR LIVING
ISmI 5Q. FT.
FLUOR.
FLUORESCENT
SC
SO DOCORE
Tel: (407) 774-6078
FR. DR.
FRENCH DOOR
TEMP.
TEMPERED GLASS
Fax: (407) 774-4078
TOTAL LIVING
GARAGE
2605 50. FT.
431 FT.
FIG.
GA.
FOOTING
GAUGE
THK.
T.O.C.
THICK
TOP OF CURB
PORCH
60,
115 SQ. FT.
CAR.
GARAGE
T.O.P.
TOP OF PLATE
PATIO
TOTAL
80 SQ, FT.
323-1 50, FT.
CAR. DISP.
G.F.I.
GL
GYP. BD.
H.B.
H.C.
NOR.
HGT. OR HT
INSUL.
GARBAGE DISPOSAL
GROUND -FAULT CIRCUIT
INTERRUPTER
GLASS
GYPSUM BOARD
HOSE BIB
HOLLOW CORE
HEADER
HEIGHT
INSULATION
T.O.S.
TYP-
U.N.O.
V.P.
W.
W/
WD.
WDW.
W/H
TOP OF si 4B
TYPICAL
UNLESS NOTED
OTHERWISE
VAPOR PROOF
WASHER
WITH
WOOD
WINDOW
WATER HEATER
PLAN REVIEW
DATE
CHECKED BY:
INT.
INTERIOR
W.I.
WROUGHT IRON
REVISIONS
REV. I DATE DESCRIPTION
REVIEW DATE:
CITY OF ZEPHYRH
BUILDING OFFICIAL
__o
FIM'S i 1wa .00R ,EL(!VATTON SHALL
COMPUY .�?4.,1rr"EEuD I7w(;A')
AN&OR CITY Of ZEPMY i1.14
iDWANCE.
BUILDING SiiAj...., Cc?1fXLY t1ITH
'iLL :.ci It E", I,-JILDING,
ELEr TtIC'AL, PLUIb�j'ZII`:CJ AND
MECHANICAL., CODES.
INDEX OF DRAWINGS
SHEET d DESCRIPTION
PG CI -COVER PAGE
PG GN-GENERAL NOTES
PG 1 -FOUNDATION PLAN
PG lA-DOWEL PLAN
PG 1B-LINTEL SCHEDULE FIRST FLOOR
PG 2 -FIRST FLOOR PLAN
PG 3 -SECOND FLOOR PLAN
PG 4D-FRONT & REAR ELEVATION "D"
PG 5D-LEFT & RIGHT ELEVATION "D"
PG 4D.1-WALL ASSEMBLY ELEVATION "D"
PG 5D.1-WALL ASSEMBLY ELEVATION "D"
PG 6-FRAMING PLAN ELEVATION "D"
PG 7D-ROOF FRAMING PLAN ELEVATION "D"
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 -MONOLITHIC FOUNDATION DETAILS/SECTIONS
PG D2-MISC. DETAILS
PG D3-MONOLITHIC I -STORY WALL SECTIONS & NOTES
PG D4-MONOLITHIC 2-STORY WALL SECTIONS & NOTES
PG D4.1-MONOLITHIC 2-STORY 1-HR WALL SECTIONS & NOTES
PG D5-MISC. DETAILS
PG D6-PRODUCT APPROVAL LISTING
PG WA1-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
ARCH ITEC T 3
6
Design
Group i��.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-774,4078
w .abdesigngroup.com
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M9UHDIV. ae LOT:
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SILVERADO
LOT 1
BLK 1
PROJECT#
04128.000-01001
MODEis
4EHB
"2605—HAYDEN"
GFAPAGIE 8TWWG:
RIGHT
PAG IC.
COVER
PAGE
150 MPH EXP. B
ARCHITECT
STATE OF FLORIDA
DA 09/20/16
8CALE: 1 /4"=1' - O"
814MET
C1
GENEM NOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTlAL(FBCR), 5TH
EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
A. FLOOR LIVE LOADS R301.5 (PSF)
1. SLEEPING ROOMS 30
11. ATTICS Wl STORAGE 20
Ill. ATTICS WIOUT STORAGE 10
IV. POOLROOMS 75
V. BALCONIES AND DECKS 40
V1. STAIRS 40
VII. ALL OTHER ROOMS 40
B. FLOOR DEAD LOADS R301.4 10(PSF)
C. ROOF LIVE LOADS R301.6
1. **MINIMUM ROOF LIVE LOADS SHALL COMPLY NTH TABLE R301.6 OF THE FBCR5TH EDITION (2014)
D. ROOF DEAD LOAD (PSF)
1. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10)
11. CONCRETETILES 25 (TCDL 15 & BCDL 10)
E. WIND LOAD CRITERIA
1. BASIC WIND SPEED VULT=150 MPH, VASID-0116 MPH
11. EXPOSURE CATEGORY B
111. WIND DIRECTIONALITY FACTOR (KD) 0.85
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS ±0.18
V. RISK CATEGORY 11
8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
9. EXCAVATIONS TO BE A MINIMUM OF 3'_ O'BEYOND NEW FOOTING LINE.
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION
OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING
JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE W.
4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED Y4*.
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
C. SOUTHERN PINE INSPECTION BUREAU:
1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITU`rE:
1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07)
E. APA - THE ENGINEERED WOOD ASSOCIATION:
1. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO.
Fb = 1,500 PSI Fv = 175 PSI E = 1,600,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 2"SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116"OSB EXPOSURE-1 OR 112* CDX PLYWOOD SHEATHING.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16'ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 518'CDX PLYWOOD. 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
AT MID -SPAN FOR SPANS GREATER THAN 16'ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING
OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION
8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
10. FLOOR SHEATHING SHALL BE APA RATED %"SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH
9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
EDITION (2014).
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16'OSB EXPOSURE-1 OR 112"CDX PLYWOOD SHEATHING.
MASONRY
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
1 . MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24"AND THE MINIMUM AREA SHALL BE 8 FT . SO.
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
PROVISIONS OF TMS 402 / ACI 530 1 ASCE 5.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE
2. CONCRETE MASONRY UNITS SHALL BE GRADE"N"TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD
ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF FYn = 1500
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
PSI,
POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURALENGINEER FOR REVIEW. ALLCALCULATIONS
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
CONSTRUCTION.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER.
-9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
GAAAGES AND CA"ORTS
1. GARAGE DOOR
A. ENGINEERED FOR 150 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. PER FBCR 5TH EDITION (2014) R302.51 OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES
SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK,
OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W1 A SELF -CLOSING DEVICE PER R307.5.1.
3, PER FBCR 5TH EDITION (2014) R302.51: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID
NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. PER FBCR 5TH EDITION (2014) R302.6 &TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
AREA BY NOT LESS THAN % -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THANX.-INCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
1 . REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, 014-SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE
CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON
AN ALLOWABLE SOIL BEARING CAPACITY OF ZODO PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED
OTHERWISE.
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING.
6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN OLAYERS AND
COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO
THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
4. MORTAR SHALL BE TYPE M OR SIN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS,
CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY ACCORDANCE WITH ANSI A58.1-1982.
VARY BUT IT SHALL NOT BE LESS THAN Y4 INCH AND NOT MORE THAN % INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1
FOR MORTAR JOINT THICKNESS TOLERANCES, 16, PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MI NIMUM DESIGN LOADS IN APPENDIX 8 OF
THE ANSUTPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
SHALL BE LIMITED TO L1360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1240.
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECT10N R609.1.2. OF THE FBCR 5TH EDITION (2014).
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING,
8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE
HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16"ON CENTER (MAX).
REINFORCING STEEL
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS,
ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
3. WELDED WIRE FABRIC SHALL BE 6"X 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 2' FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3'-O'.R506.2.5(2)
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
THROUGHOUT THE HEIGHT OF THE WALL, 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 OR IN CONTACT WITH GROUND:
1. #11 AND SMALLER
D. BEAMS,COLUMNS:
1. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 yll
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
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 PAJNT.
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 BOLTSNAILS AS RECOMMENDED BY THE
MANUFACTURER IN THE LATEST CATALOG,
19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE NTH SECTION R302.12. OF THE FBCR 5TH EDITION (2014).
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX 'A' (CROSS -LINKED POLYETHYLENE) NTH F1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM Y.* PVC (SCHEDULE 40), INSULATED WITH%' AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALL BE FLUSH NTH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014).
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014).
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH
EDITION (2014).
EXTERIOR WALL COVERINGS
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR
COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS
SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
SGERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %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 TWO COATS, 1/2"THICK,
WHERE APPLIED OVER MASONRY OR CONCRETE,
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-ClO63-06.
2-STORY GYPSUM BOARD
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
A R C 0 IT E C T S
Desl n
rou02.
GroulE.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www bd Sig=-com
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GENERAL
NOTES
V50 MPH EXP. B
j
r MCFnr=CT-. N
2 � /4116
DATE: 09/20,716
SCALM: 1/4"=l'-O"
spimmv
%'. G N.01
Q
24'X24'Xi2' CONC-
PAD W/3-5 BARS
EAU. ON CHAIRS
MIN. 3' COVER
(3 TYP.)
1 -4.-m. 6_'
2'_I' 10._0.
4'
CONC.
SLAB
0
lu OLL
W
I Na
29'
— — — — — — — — — — — 1
10 SLAB 1 1/2'
I DI 4' GONG, REINF. W/ 6'x6'
WIAXWI.4 WIM ON 6-MIL POLY-
0'-V ELEV. ETHYLENE VAPOR BARRIER ON
FIN. CONIC. SLAB WELL -COMPACTED CLEAN FILL ■
TERMITE TREATMENT SHALL BE
`n BORA-CARE
I 5 3 0 K f 13 -9' Z 9' 4 -1.
I ,
I � � e; I ■
I 30'X30'X12' CONC. —y--
i iJ z PAD W/3-5 BARS II I
IZQ E.W. ON CHAIRS r 1
L MIN, 3' COVER 6B h I
t F-j ��II DI n1�? ■
EXTEND
A
1p L
uic
6B _5 12 ` BOLLA
/ ! D1\ \ AS REQ. PER W.H.
OPT. T TO 2ND FLR
STUB U9 B � � --- —' BLDG. 1' PVC CHASE -_- --_ ___..-4�__\--
FOR ELEC. TO
ISLAND �\ `
24'X24'XI2' CONC. _ I CHASE
PAD W/3-5 BARS �'
EAU. ON CHAIRS
MIN. 3' COVER DI
v
0'-0. ELEV. EXTEND
FIN. CONC. SLAB $LAB 1 1/2-1
�
I = 0 4'
ICONIC.
SLAB 4 ■■ ■■ ■■ ■
L DI — — — — -, ' L DI -� ■ DI
7-0'
4' CONC.
SLAB
COND.
0 . w
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w d)
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6 -4-
-0' ''6'-0'
1'_4-
-- — _." 4
FOUNDATION PLAN
NOTES:
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
- FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL
MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TH
EDITION (2014)
r
2' VTR
I I2
Ic
AV
2. -1/2.: LAV
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NOTE: ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE
'S' TYPE ARE PROHIBITED.
SECURE STRAP TO
UNIT W/ (2) •6xl 1/4
A/C
514T MTL SCREWS
UNIT
5IMP50N WB ROLL
STRAP OR EQUAL
SECURE STRAP TO
CONC.
GONG. W/ (2)-3/16'X2'
SLAB
TAP -CONS
A/C
CONNECTION
TO
PAD DETAIL
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER HEAD ® 12' FROM STRUCTURE
A R C R I T E C T S
6
Design
Grou �..
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
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r-ARCN IT ECTE-1
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Design
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1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
L AA S: 0003325
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GARAGE BV/LNG:
RIGHT
PAGE:
DOWEL
PLAN
150 MPH EXP. B
ARCHITECT-
D TE 09/20/16
SCALE: 1 /4"=1' — 0"
8NEET
IA
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
4--+_
SAFE LOAD - POUNDS PER LINEAR FOOT
21wI0a(34w) PRECAST
3,06S
add!I5
0
�I
ft14
"I.
1100114
1-
3'w6' (42') PRECAST
2231
-
IfilII01
.10
1 1541
01.1,54
1 111
1 1502
1 IdI&54
1
I I1611M
4'-0'(49') PRECAST
is&b
2..
M'
-
1.
-
1-
I _'
-4
4'-V(54*) PRECAST
psB
-S
I'M
-"o
M'
DID'
1
5'-4' (9W)PRECAST
1211
1062
1 M41
=2
."3
4.
1
"_
F4MCAST
WS
..
*1
_
-
211
pum
!"
M-1
Dal
DWI
11-61 (W')PRECAST
143
MI
112t
22ft
26W
(112') FIMCAST
5x,4
"I"
W6
1
3�
Zbe
3M
-
415
.2_2
_92-
_22-
0'
2
2
.'as
1052
633
2
(136')FIMCAST
362
DID
ML
leli'l
V-4*060'PIFECAST
2S&
all
1.
-ML
4'-0'("')F-FeECA5T
215
424
We
P10
We
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M
_4Ds
`.D
wo
w,
as
v.
I5*-4'(t84')
NP_
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2320
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2511
02.
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mp
-
-
-
-
-
-
--
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W
9,110
ela,
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oll
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-
-
-
I
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1 .2
SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
SAFE LOAD - POUNDS PER LINEAR FOOT
-IT
-
IF-
-IT
VDA.IT
�T
W�_ff
02T
4F1,2T
W2T
�-21
271,02827
WW-2T
31o6a (428) PRECAST
-
�
-1
-
-
-
-
J=
A2.4
632
WdI4
4'-V'(48') PRECAST
.2LS
I3&D
23a0II
3815
ov
bws
-;;3
4'-&'�54') F'PECA5T
2-
ISIS
aeaD
4`1
5"S
2-
3315
�S
1111
61"
r,lm4� (64m) fj;MCA5T
12
5'- 10' (10') FIMCAST
pe,
D_
Dew
am$
(15-) PRECAST
--J
11�
21
1*.6' (SO') PIZECAST
ITT-
121
=4
*24
24*D
2426,
2011
Z16
V-4' (112') FIRECAST
Al,
I. -I
1.-
2.1
-2
".
I -
-
2-
a-
DI&A
..6
n
2011,.
a-
a-
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221.
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laol,
1151-
D121
lb
100.1
2.1
12'-0' (144')f-RECAST
4-.
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12
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I
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41.
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awI_j
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4'-0'(I6&')f-RECA6T
DAr
4.
42D
'ri j
2-
313-
.
T-4- (200'A�SW�
--L-
_2kL
-L_�
40"
_j
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11-
4,41
141
L63
4"
311d
.21 J
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121
-
-
2 .
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DID
4
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14
1
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344
4* 4
4�-
.1
qhrP P.RAVITVI I- Q
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SAFE LOAD - POUNDS PER LINEAR FOOT
le.
=Laa
4'-4' (52') TOMCAST
4 .1w I-T
a- .1 -
4'-6' (54') PRECAST
a-
5'-8- (60-)PRECAST
1'- 2211
.1 Dale -1 a- W"
3114
_30
6'-S'(80')FFMCAST
11. 12. 1
22
F-,`z-
S Ni Ie D143
S'-S* (1*') F`RECA5T
J_=127 E E 211S IR 4_0
SAFE LOAD � POUNDS PER LINEAR FO T
4'-4' (52') PRECAST
- �.E
ww=n
owz;=1T
ow;Ib�ff
-
2T
WZ-.2T
2T
2T
T
2
SW
141.
4'-&' (r,4') F-WCAST
-1
*04
2212
PD
36IF1
72W__��3
-1
n12
M.
--a
5'-S' �&S')FNECAST
I'll
I..
Do,,
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2..
2aal
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V- WOO') f"RECAST
&DD
w
nal.
229%�
2ils.
ns6,.
71--_.
IT.
22.
211D
Will
I
61-81 (W')PFZrA5T
IDDO.
leae.
242t.
20�.
-;_-I
2- -
'a
11 .61 (SO') PRECAST
-4
16.
2-
_C�qT
.2"
154,Ill-
PATIO
(9
r__ ____1 S
1
I i I i 0 70 1 WT7 I i I 1 101 1
GREAT
ROOM
0
.1kTH 2
-0
STOW 1
KITCHEN K-6PIE-0 I
00
PAN.
0
GARAGE
FOYER
3068 W/
10" TFP�ANS.
PORCH
Loi 51111 lop; I
-- --------- WOT ------
(9 (9
LINTEL SCHEDULE
NOTE: THE LINTELS MAY E3E SUBSTITUTED WITH
LINTELS FROt-1 ANOTHER "ANUFACTURER AS
LONr- AS THE LINTELS ARE OF EQUIvALENT OR
r-REATER CAf-ACITY THAN THE vALLIES
STATED
44IIIIIIIIIST-40"Tt LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L 1
MaAg
BF28-IBAT
L 2
4'-&'
EFS-18/11'
L 3
11-61
81=16-11BAT
L 4
1.-,.
BF24-15AT
L 5
4'-W
81=16-015AT
L &
SF16-15/ft
L 1
BF16-015AT
L 8
NOT USED
L S
11'-4'
81=16-11BAT
MATERIAL
GENERAL NOTE5
S. l3ar, IOa4 mt baled 01, latio,al delig, 81u'r. pe,
...Peep.,
SAFE LOAD TAE,LMETES
TYPE DE51GNATION
2
1. FY.Ild. Nil t., bed .,d 1,ead I—.
ACI No Id z 530
1. All �II,sa baled � ml
1� col,poafte I'tel ialirI, wt �,
-
:-:,::
3. �*,,t A,5� C416 I"S
lh.
The .1 Iled
ef.1 beal
lc�ad, ro, wrmod ii,ws
re lood t,_ t
& FO, 11, 1-d
I 1ILL10 IT" -I I I , -ILLEI
pe,
pal w, a .- S.
5 t. 11 I..h .1..p
4 5 In'll" -iOma Z
'81 '74111 "Il M`e a l"IS Or aPPIfed M d
C-2D&, 0, tte, pprzed --a.
loadso'.1-11 .1
Z
SEE SAFE LATElIlAL Lo�
TAELES � LOAID RAT`� be r A 11 loearl�g I.Vlh 1.
I- I
�Drtl C�'LLL
1 h-
_A[I Or p..,d. p- I-er
IQEE,AIIIt TAYT
EL CAI
F
4p 9 Wt. ?�Z)
AS�
e,,ae
w [fo ad I- lal fla=) lOade
RE lf;oRc_M �
2 wz slated
TOOt
CWI Wl.l-
... plea I= Ir pa
Re - CAST-CRETE L-d
1- 11-1 d1e,111-
tO, the loadilmg Iallh � roll"IN dqwI(
COLORSE
3 ure loa� am Fwkvwled a 11O,lable lOade.
1: S.I. ..da baled! - 40 60
All lar. Oad, baled � pI4
, =; 0 =
I Ioa A-Iled load
I-
g,,de
11.
OF]& IE3/IT
p I I,ol pe, ASIT'l A4*
19
Or lka, Ifta,l -Itg.
�Ifecl -tl- . toII-I
Sam -1-1 ].ad IDar, �Il load
CL.
S. C, 1 mba, "q r lubatuted TO, ia,O
litle p_-�� r- grade lap
�ITY Ce
210 Oa ia,a
1. FIOI pa, AID� C210 tw. M - a
1, 132- diallete, - tlrrp. am eeided w the
1
bo- .-I re, �I_l -=
%.d
12, �Itl-1 I&Idl lOad "FeIK4 be
� rebo� . 8' 1— -19
6.71mdel'g-,
7.f.
feld adIdled , ar.
EIpl, T-&' Iftel t "_I, late
L M� AT T-
III
Call._ M Oeb_,�. ift.,
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ARC K ITECTS-1
6
De ign
G f Zousp0l!
AiN - RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdes] n roup.com
- AA_8,._O 3325 df
I'SUDDIV. &9 X.01.
SILVERADO
LOT 1
BLK 1
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MODEX&
4EHI3
"2605-HAYDEN"
GAMAOR OWWO;
RIGHT
PACE:
LINTEL
SCHEDULE
150 MPH EXP. B
(CAST-CRETE)
00 ARCHTECT-75I
S M5AIa AT TCIP
-�T
AT IDOTT�
Ce L#fTEL CAITY
%Q-A WIRYW ;I
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09/20
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SCALM: 1/4"=f-O"
1B
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PATIO
21'-4" 12'-4"
_
ro
OVERHANG
r----- --- ---
OF ROOF
ABOVE
SH
(2) 3052-SH
EGR
6068 SGD
DINING
LIVING
j
ROOM
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ROOM
BEDROOM
v
_10.
5'-4"
3'-4"
9
j
9 I I V. C.
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-
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(ABS)
-- IR-ISH ----
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-----
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I
i o Q I
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2-8 6'-8' GLG.
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42' H. HALF L.B.W.
WALL W/ GAP
j
2'-8" 10'-10"
B
__
WH.
STOR. O
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HB
_
- -
OPT.
3-SH
I REF ---
S
4X6
POST STAIR DATA
2Xr, WALL
L — — J
=
C.
(CCA) 16 RISERS 9 -154'
ARCH V.
15 TREADS a 10'
(�
ry
.I' NOSING BOLLARD
J(
1
a
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GARAGE
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le
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68
(
NS.
N
RCH
CLG.
i
-----_----- —— —-----
----
--�
o
-
of
---- -
----- - ---
FIRST FLOOR PLAN
NOTE:
-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID
DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
- FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR W/
TRANSOM (SINGLE ASSEMBLY)
-20 MIN. FIRE RATED DOOR TO BE EQUIPPED W/ SELF -CLOSING DEVICE
PER SECTION R3025.1 OF THE FBCR 5TH EDITION (2014)
EXTERIOR MASONRY
WALL BRG. HEIGHTS
8'-8' BRG.
LOADLOAD®WALL
U.N.O. ON PLANS
SQ.FT.
CALC. S
15T FLR. LIVING
1104 SQ. FT.
2ND FLR LVING
1501 SQ. FT.
TOTAL LIVING
2605 SQ. FT.
GARAGE
431 50. FT.
PORCH
115 SQ. FT,
PATIO
80 SQ. FT.
TOTAL
3231 SQ. FT.
14
DBL.
TOP
PLATE 9
m
H BAR DETAIL
C�
Comm AID CLA =Wm
LOADS
BASIC W1D EVORM FM 3 SECOFD
GM
ommm
SOUAIE
ZOE
150 WH WIND iV�U
R3ANiC8
AND TYPE
FOGTAGE
MIN. WINDOW
10
5
25/-33
CRITERIA
EXTERIOR SWING
la
5
24/ 31
DR. MIN. CRITERIA
S.GD. MIN.
41
5
23/-2S
CRITERIA
16010 O.H.D.
112
5
21/-25
BASIC WIND .SPEED MPH = 150 (Vult) INTERNAL
PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II,
EXP—B, MEAN ROOF HT. = 23'-0"
PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF
THE FBCR 5th EDITION (2014) TO MEET TESTED ALLOWABLE
OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT
MANUFACTURER. OWROL DATE 07/08/5
A R C R i T E C T S
5
Design
Grou Ir,c.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abde igngroup.wm
AA #: 0003325
a
w
0
4
V
F
0
w
m
SLTSDIV. de LOT:
SILVERADO
LOT 1
BLK 1
PROJECT#
04128.000-01001
MODEL:
4EHB
"2605—HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
FIRST
FLOOR
PLAN
50 MPH EXP. B
r ARCHITECT
3
DRINT
A 09/20/16
SCALE: 1 /4"=1' - O"
BFIEET
2
THE CLEAR SPACE BETWEEN
THE HANDRAIL AND THE
WALL SHALL BE 2 114'
HANDRAIL O 36'
HANDRAIL m 36
W/ 2X4 RE-INFOf
NOTE:
HANDRAILS SHALL HAVE EITHER A CIRCULAR
CROSS SECTION WITH A DIAMTETER OF 1 3i4'i 2' OR
A NONCIRCULER CROSS SECTION WITH A
PERIMETER DIMENSION OF AT LEAST 4' BUT NOT
MORE THAN 6 1/4' AND A LARGEST CROSS SECTION
DIMENSION NOT EXCEEDING: 2 1/4'. EDGES SHALL
HAVE A MINIMUM RADIUS OF 1/0".
B HANDRAIL DETAIL
42' H. HALF WALL
A
9EGURE TREADS t0 STRINGER-
zz W/ CAP
(2J LAYERS OF 3/4' PLYLLK70
W/(3) d 3' SCREWS a EA
OR (2) LAYERS OF 3/4' SUB
- 3/4' T46 SUB FLOOR
STRINGER UNTHREADED SHANK
FLOOR MATERIAL RIPS FOR
GLUED 4 SCREWED
TO EXTEND BEYOND THICKNESS
SOLID NAILING
PER FASTENER
OF SUB -FLOOR SHEATHING
SCHEDULE
B
i
PRE-ENG.
FLR TRUSSES
/
/
42' H. 1/2
W/
3/4' KIWALL CK
/
1' nAx.
PLATE
CAP
NOSING
STAIR DATA:
I6R m 1.54'
10,
15 TREADS 6
MIN.
I' NOSING
STOR.
— 3-2x12 SYP STRINGER
i z
REIi-FORCED W/2X4 SPF
z QQ
W/CONT. BEAD OF
f- 4
SUB -FLOOR ADHESIVE
m
w
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Q
EA HORIZONTAL RAN
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EA. 2 X 12 STRINGER
SECURE W/12d &`a, O.C.
/
—2X4 ATTACHED W/10d
MASONRSLEEPETNAILS - TO%.A WP.t.
SLEEPER INTO SLAB WITHIN 8'
STAIR DETAIL
OF EACH END, 32' O.G. MAX.1n•.r-m•
10'-0 3/4' 2ND FIN. FLR.
V-6' BRG. HGT.
NOTE:
STAIRS RISERS TO CONFORM TO FBCR 5TH
EDITION (2014)
MIRTREAD•10' MAX.RISER•13/4'3/I6'
MAX. VARIATION IN RISERS/TREADS
ADJACENT TO EACH OTHER 3/8' MAX
VARIATION IN ANY RISER/TREAD HANDRAIL
CIRCULAR CROSS SECTION DIA. TO BE 1 3/4'
.-1/4' OR PROVIDE EQUIVALENT
GR49PABIL ITT WINDERS- MIN. b' WIDE
NARROW END MIN. 11' WIDTH a 12' FROM
NARROW END 34- MIN. HANDRAIL HST.
12'
_1m°1
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C
DBL STUD
II'-8°
BATH #3
f-V-0' CLG.
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39'�
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4'-10" 8'-0" -
------------ - CLG.
DN. I OPT. II OPT. I
D. II W I
9' c4c.- 11
I�
STAIR DATA
RISERS a 1.54-
- -
- 15 o 10'
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.READS
I' NOSING
p!
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8 0
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SECOND FLOOR PLAN
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DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE
A R C N I T E C T E
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FAX: 407-774-0078
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FRONT ELEVATION
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6
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- ---- -----
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A
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EEI
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REAR ELEVATION
TEXTURED FINISH
3TD. CALLS - OFF-RIE)GE VENTS ONL
4REA OF ATNC
= 1585 SQ. FT.
NETFREEVENTILATION AREA REQUIRED
= 1/300
REQUIRED VENTILATION AREA
= 1585/300
= 5.28
VENTILATION AREA X SQ. INCHES PER FT.(144)
= 760.8 SQ. IN
MIN. REQUIRED VENTILATION
= .5X 760.8
IN UPPER PORTION OF ATTIC
= 380.4 SQ. IN.
DFF RIDGE VENTILATION AREA
= 115 SQ. IN. PER VENT
3 A/115
TOTAL#OF VENTS REQUIRED
= 3.30783
TOTAL# OF VENTS PROVIDED
= 4
'AREA OF ATTIC IS THE PERIMITER OF THE HOME,
LESS THE OVERHANG
(EXTERIOR OF WALL TO EXTERIOR OF WALL NO OVERHANGS INCLUDED)
A R C H I T E C T S
6
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PH: 407-774-6078
FAX: 407-7744078
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AA #: 0003325
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SCALE: 1 /4"=1' - 0"
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ARC N I T E C T E
Design
Grou E.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
www.abdesigngroup.com
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6
Design
Grou .a
141 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-7744078
www.abdesigngmup'wm
AA #: 0003325
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6
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Grou .!
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngmp'mm
AA M: 0003325
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SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3
HEADER SPAN CHART
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO 5'-4'
DBL 2 x 8
5'-4' TO T'-0'
DBL 2 x 10
TO 10'-0'
DBL 2 x 12
10'-0' AND OVER
TWO STORY APPLICATION DOWN STAIRS
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO 5'-0'
DBL 2 x 8
5'-0' TO 6'-4'
DBL 2 x 10
6'-4' TO V-0'
DBL 2 x 12
8'-0' AND OVER
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0' TO
g_0•
U.N.O.
4'-II 1/2'
1'-II I/2'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
1
3
2 x 12
(e2 SYP)
l/16' OSB
NAIL (3) 12d ® 6'-8' O.C.
TYP 2x12 BM /HDR
FRAMING NOTES:
I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O.
2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O:
TRUSS TO MASONRY/CONCRETE SHALL BE META-16
FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-Iro AT EACH
END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL.
TRUSS TO WOOD FRAMING SHALL BE MTS-12
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY
TRUSS MANUFACTURER
4. REFER TO TRU55 MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
5, HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN
io. MIN. 2X4 NIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-12d HAND DRIVES 'a EA.
END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SR
COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12.
9.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
DETAILS.
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1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL M750
PH: 407-774-6078
FAX 407-774-4078
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E 2 1
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SCALE: 1 /4"=1' - 0"
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SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO 5'-4'
DBL 2 x 8
5'-4' TO l'-C'
DBL 2 x 10
l'-0' TO 10'-0'
DBL 2 x 12
10'-0' AND OVER
TWO STORY APPLICATION DOWN STAIRS
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO 5'-0'
DBL 2 x 8
5'-0' TO 6'-4'
DBL 2 x 10
&'-4' TO V-0'
DBL 2 x 12
V-0' AND OvER
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0' TO
8l-0.
U.N.O.
4'-II I/2'
1
l'-11 1/2'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
1
3
2 x 12
1 2 SYP)
l/I6' OSB
NAIL (3)12d ® e>'-8' O.G.
FRAMING NOTES: I TYP. 2x12 BM./HDR.
I. HURRICANE STRAPS TO BE MANUFACTURED BY 5IMP6ON STRONG: -TIE OR EQUAL, U.N.O.
2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O:
TRUSS TO MASONRY/CONCRETE SHALL BE META-16
FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
• TRUSS TO WOOD FRAMING SHALL BE MT6-12
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY
TRUSS MANUFACTURER,
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
PROFILE, AND 51ZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN
6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES 9 EA.
END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
Z. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRU55 BEARING.
0-PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12.
'B.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
DETAILS.
TRUSS TO 4X4
POST (2) MTS-12
POST TO BLK.
NTT-4
TRUSS TO 4X4
POST (2) MTS-12
POST TO BLK.
HTT-4
1�1
ROOF FRAMING PLAN
CCA 04/00/15
. TRUSS TO 4X4
POST (2) MT5-12
POST TO ELK_
HTT-4
. TRUSS TO 4X4
POST (2) MTS-12
POST TO BLK
NTT-4
A R C N I T E C T E
Design
Grou{rn�.
141 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-774.4078
www.abdesigngroup.com
AA #: G003325 J
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FRAMING
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150 MPH EF. B-ABS
r ARCHrrECT:
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A 09/20/16
SCALE: 1 /4"= l' — 0"
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ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES_
-e
125� 0UTLrT
20 AIIP �E �E
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NOTES:
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FANS To BE VERIFIED 0 HOMEOWNER
-CONSTRUCTION MEETING.
ALL RECEPTACLES IN ALL WA151TABLE
ROOM6 TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROV15ION5 Or FBCR 5TH
EDITI N (2014).
20 AMP DEDICATED LAUNDRY CIRCUIT.
GFI - ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER 015CONNECT TO BE LOCKOUT
IN PANEL
BATHROOM EXHAUST FA14 TO HAVE MIN -
CAPACITY OF 50 CFM INTERMITTENT PER
ELECTRICAL PROVISIONS Or SECTION
M15013 N4�,
LAUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT-INTEIRRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
UJIRIW. METHOD SHALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISION$ OF
FBCR 5TW ED (2014)
ALL RECEPTACLES TO BE TAMPER -
RESISTANT TYPE
ALL WORK TO COMPLY WITH ELECTRICAL
PROV16101,15 OF THE FECR 5TH ED (2014).
PATI
'k'o—'o'—m'
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NET LOAD: 6,$4S
RANGE: 12000 * -109. 15,400
DRYER: 5000 a -109. 3500
TOTAL le,84S
NEUTRAL AMPACITY: 1S,48S / 240 = 18 A
*2 AL MINIMUM NEUTRAL CONDUCTOIR.
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GENERAL NOTES; ELECTRIC METER IN I PHASE
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO
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!g�M:1�2014). LOCAL CODE&, AND ALL LOCAL POWER
7 REQUIREMENTS. Fe- 5Al2-
E. ALL CONDUCTORS SHALL BE TYPE THHN/TWWN UNLESS 1 MC5
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POWER COMPANY
TRANSFORMER
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PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY -
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CONDUIT UNLESS SERVICE 18 PROVIDED BY THE
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ELECTRICAL PROVISIONS OF FBCR STH
EDITION (2014).
20 AMP DEDICATED LAUNDRY CIRCUIT.
GFI • ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO BE LOCKOUT
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ALL WORK TO COMPLY WITH ELECTRICAL
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MFG. REQUIREMENTS.
2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE
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3. ALL FLEX DUCTS SHALL BE APPROVED UL 101 CLASS 1 AIR DUCT AS PER NFPA WA 2-3.1
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(2014) MECHANICAL CODE 603.1
1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE
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SECTION 403.
B. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE
RETURNED, TO EQUAL AIR EXHAUSTED.
S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE
DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO
RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBCR 5TH
EDITION (2014) MECHANICAL CODE SECTION 601.
10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS.
II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL.
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NOTE:
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ALL EXTERIOR FOOTERS
AT FINISH SLAB'S
TO BE MIN. 12" BELOW
UNDISTURBED SOIL
CONTROL DATE: 07/01/15
ARCRITE0T37
Design
Gr u �..
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdeslgngroup.com
AA #: 0003325 J
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W
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4
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Busmv. ad LOT.
SILVERADO
LOT 1
BLK 1
PROJECT#
04128.000-01001
MODEL:
4EHB
"2605- HAYDEN"
GARAGE 97IMC:
RIGHT
PAGE:
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
150 MPH EXP. B
P, ARCHffECT-.
DRINT
A E.. 09/20/16
SCALE: 1 /4"=1' — 0"
8HEET
L1
SECURE 2,1, MIN, 10 BLI, .1 111 �-
ANCHOR BOLT W1 2' WASWER SET
IN SMFSON HIGH STRENGTH
r"F'OX'y 4' EMEIED�
1.4 1:111
FLAT T BLK
7
W1 CUT NAILS.
1*1 SIDES;
W
2Xb GARAGE DOOR BUICK W/ (3)
YFX8 ' J-8OLT5 4' EMBEDMENT MIN.
W/ 2'x2'X)6 WASHER AND NUT
7-
SPACr0 EVENLY FROM FLOOR TO
GARAGE DOOR HDR. IN JOINT$
PRIOR TO FILLING.
1_2X" PT BLOCK 0 CENTER OF
EADE WI(I)Y2* S'J-BOLTS
4- EMBEDMENT Wl 2'X2'),Y.- WASHER
AND NUT
A
El
GARAGE DOOR
(-,q`�BUCK -,ATTACHMENT
51-ALE: 1/2--1'-0-
[H- � - 1 11
2X4X4'SECURE TO TRUSS
6,_8,Or
MAX TYr.
2X4 SECURE TO 2X4 BLK 1/2-12d
SECAIRE TO BLK W/ META-16
2'-0" EXTENSION @ OPT SERVICE DR.
2X4 5EC11FED TO
GABLE END
WjI2A2d-EA. UPRIGHT
2X4 SEC"RED To
GABLE EW. W(2)12d
1 6 . -81 oC,
L-30 -
BLOCKING
12 x4 BL
.4 8 OCKWG
. EA. RAFTER
L-30 EA.
P'FTER
RA
�� ff
W25 EA.
,�A
RAFTER
2x4 RAFTER
.24'O.C.
(DIRAM��
W I PRE-ENGTRJSSSSW/TRU5S
'o
CONNECT VERIFY UV
FRAMIW3 PLAN
— DOUBLE TOP PLATE
— CRIPPLE STUDS lr.'OZ-
MAX
STUD, BOTH SIDES or
OPENING.
2x STUDS 0 MAX W/
SHEATHING. SHEATHING TO BE
W17HIN J' OF WINDOUW DOOR
OPEN] AND SECURE PER
W
FASTENER 51-HEDULE
KING STUDS (SEE MEADER
SPAN CHART FOR DETAILS
4110 OPECIlICATIONI
JACKS (SEE 14EADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
JACK STUD ArSEM5IT TO BE
SECURED ONE PLY - A TIME.
USE 12d NAILS, TWO WIT14IN 6'
FROM EACH END 4 NO MORE
THAN 12' OC. STAGGERED
SPA OR WE, - TOP N
BOTTOM PLATES - EA. FULL
LEN= STUD, BOTH SIDES
OF NING,
SWEATWIW3 TO LAP TO TOP
OF MASONRY WALL.
SHEATHING MOT NOT
B14M 1'-4' MIN, FROM 2ND
TYP. EXTERIOR WINDOW/ DOO rLR. INE.
�QPENMG WD-FRAMED (W/FLOOR TRUSS)
SCALE: 1/2'-1'-0*
FASTENER SC�HEIDUL-E
ROOF DIAPH
USE OR 1/2' CDX PLY WITH -8 RING SWANK GUN NAILS AT 4'Or- AT
SUPPORTED PANEL EDGE& AND -8 RING 6144�1< CAN NAILS AT 6' O.C. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF 5HEATHIWG TO GABLE END FRAME
USE -8 GUN NAILS - 4' OC.
EXTERIOR SHEATHING
USE 1/16'OB.5. OR 1/2- PLY WITH -S RING SWAr4K GUN NAILS AT 6- OC. AT
PANEL SIDES AND 'S RING SWAN< GUN NAILS 4- O.C. TOP , 50TTOM
PANEL AND -0 RING SHAW, GUN NAILS AT 6* O.C� AT
INTEF"EDIATE SUPPORTS. SEE DETAIL.
NOT ; RIW
E SWANK GUN NAILS SMALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
NAIL REQUIIREMENTS
.,JEI HEAD J�B TOP CORD OCKING AT 4'
ROUND d LENGTH I D A- ITENSILE STR.
MODIFIE 2 3/8. 110000
OR T Or. MAX. IN FIRST 2 FRAMING
S'Z
NOTE- NAILS TO 8 Mr.. BY MEMBER OF INT-
STAPLE , NAIL 4 TOOL ASSOCIATION
INK 01 TER
.W NCMnSWANK 01
3. 1& To 20 RIW -Q21 0 R SHAW DIAMETER
� PER
5.2 INCH NAIL LENGTH
ROOF 5HEATHIN6 LAYOUT
AND ENDWALL 5RACINIS
FOR GzA5LE END FRAMINrz
rj-� STICK BUILT WALL DETAIL
SPACES AT EACH END.
RAFTER OR TRJ555
ROOF SIHEATWING-�
SW 77�
IDA
5JILzING-LENGTH
SPS - EA. STUD TOP A
[BOTTOM
PRE-ENG TRUSSES WfrRUS6
CONNECTOR UP TO -1,000
UPLIFT
DOUBLE TOP PLATE
2.8 5 05 - V. OC. MAX W1
SWEAT ING. SWEATWIWS TO BE
LUITW[N J' OF: WINDOW/ DOOR
OPENING AND SECURE PER
FASTENER SCHEDULE
(2) STUDS, (2) JACK5 - EA.
SIDE OF OPENING
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY - A TIME.
USE 12'd NAILS, TWO WITHIN 6'
FROM EACH END 4 NO MORE
THAN 12' O.C. STAGGERED
WINDOW SILL WCRIPPLES
16, or_.
D A ANCHOR BOLT
It
T 16'O.C. MAX WITH 1*
EMB DMENT AND 2'
DIA WASHER
SfMPSON MSTAM-24 - EA.
JACK, SECURED w/(3) Y, x I
3/4' TAPCONS TO CMU
W/MIN. 2' COVER 4 2' APART
2X8 P.T. BOTTOM PLATE
�WINDOW OPENING
4 2-STORY -WALL
—1--
T.1
I
z
ILI
Q
TYP. EXT. SWEATHIrG ATTACHMENT
FOR WALL SWEATWIW. (095 TO BE
STRUCTURAL GRADE)
NOTE. TYP. EXT. 5WEATWING ATTACHMENT
FOR SHEAR 4 UPLIFT (O�SB. TO BE STRUCTURAL
GRADE) CONNECTORS FROM STUD TO PLATE ARE
NOT REQUIRED EXCEPT - OPENINGS
$9
2X4 DBL. TOP PLATE
2X4 STUD Ir.' Or-,
1/16' OS13.
1/2' AB- W/ MIN.
7 EMBEDMENT
LOCATE &*-&'FROM ENDS
AND 32* OC. MAX.
TEXTURED FINISH
META-16
S'alU WALL
KNEE WALL DETAIL
TO BLOCK
SCALE: 1/2--l'-0-
SECURE 2. TO BLOCK
111 (2) J' TAPCONS OR
DRIVE FIN
(M. ... SIZE J45)
ITHIN S' OF E
Dk- X
END AND 10' AC44
MA
SPArING, OC MAX
OR
OSJ5. SHEATHING OR
COX PLYWOOD
2.4 BLOCKS
CMU WALL
C." RING SHAW, GUN NAILS
6' O.C. IN FIELD
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (OSB. TO BE STRUCTURAL GRADE)
10 2' DECK SCREWS - 6'-S'
OC, MAX - EDGES 4 12- O.C.
MAX IN FIELD. UNTHREADED
SWANK TO EXTEND BEYOND
THICKNESS OF SUB -FLOOR
SHEATHING
TYP " 3/4' TkG SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
_S
sj�IN� rA-� ECTION
Lr
:�Q
PRE-ENG. TRJS6
OBL. 2X TOP PLATE 9
I/Icll OzB.
2X BLOCKING
TOP OF
OS I-
2X STUDS V�l OC- MAX.
2X 5TM, PLATE
314' FLOOR DECKING::!
PFE- ENGINEERED
FLOOR TRUSS
2X4 - TOP
4 E50TTOM CONT.
WETA-Ir.
BLK WALL I
(DCONTINUCU5 5WEATWIW. TO BEGIN AT TOP OF: SLK
W1 I/4'GAl- FROM BILK TO O.SJ5.
HORIZONTAL 2X SPF. STI;bJCTURAL BLOCKING AT
F ERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN
REMAINIWS AMA TO BE SHEATHED FROM D5L. TOP
PLATE TO HORIZCNTAL BLOCKING.
SWEATHIW. . TOP OF WOOD FRAMED WALL TO BE
STAG4' ERED MIN- OF 16' FROM SWEET BELOW
INSTALL ALL SWEETS WFACE GRAIN PARALLEL
TO STUDS
@)E�A ��E�T�HIIIG
SC L�L
E
A R C H IT EC T 8-1
6
m I n
G r2o MOE..
I'S
6
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-774-4078
�.abdesigngroup.=Tl
AA #: 0003325 J
0
E�o
I SUBDIV. &ac LWO
SILVERADO
LOT 1
BLK 1
IpImoj=T#
04128.000-01001
MODRU
4EHI3
"2605-HAYDEN"
GAMAGE OWING:
RIGHT
PAGIC:
misc.
DETAILS
�150 MPH EXP. B
ARCHFECT:
STATE OF FLOR
at"t
PFttNT
DA*M: 09/20/16
/� 1�— 0
8CAI.M 1/4"=I'—O"
8*1r.=
I D 22j'
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
Rw52:1 ON 116, O.S.B.
SHEATHING OR 2" COX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T_ IX2 W1 MTL. DRIP EDGE
2x4 OR 2xCo SU5-5AND
PER ELEVATIONS
VENTED ALUM. SOFFIT
EMBED. STRAP VERIFY W/
TRU55 PLAN
%' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
WOOD
�EE ENERGY CODE FORMS
:OR INSULATION R-vALUES
I GYPSUM 50ARD OR �* HIG
,TRENGTH CLG. BOARD
'ONC, FILLED LINTEL BLK W1
1) 05 REBAR CONTINUOUS
'RECAST LINTEL
,EE ENERGY CODE FORMS
OR INSULATION R-vALUES
JINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECABT BILL
(1) 45 REBAR VERTICALLY
W1 CONC. POURED CELL
lx2 P.T. FURRING STRI116
0 Irol O.C.
a, CMU
1/2' GYP. WL� 51).
WOOD BASE
1.,�_ _-�.
4
1-STORY
BLOCK WALL
SCALE: 3/4'=I'-0'
1/16, O.S.B. OR J* CDX
TYVEK BUILDING WRAP
FORTIFIBER SLOG PAP
C.ALv'D MTL. LATH
1/6' TEXTURED
FINISH o WOOD
I/j,' TO %" MID WALL
WEEP SCREED
CIL
-a, Cmu
-5/8* TEXTURED
FINISH ID MASONRY
WEEP SCREED
DETAIL @) WOOD TO
2 \PLu 1" " u u 'N lN
SCALE: 1 I/2'=I'-0-
FIBERGLASS SHINGLES OVER
030 FELT PAPER INSTALLED
PER FBCR FnI05.2.7 ON �6-
0_5B. SHEATHING OR J' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. lx2 W1 MTL. DRIP EDGE
2x4 OR 2x& SUB -SAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
STIFF5ACK AT ALL UPRIGHTS
OVER 4'-10' HIGH (SEE
SEALED ENG. FOR SIZE 4
1-16 O.5B. SHEATHING OR �l
CDX PLYWOOD. ATTACHED
PER FASTENER SCHEDULE
ON SHEET D5
1/8' THICK, 3 COAT
PORTLAND CEMENT PILASTER
OVER EXPANDED GALV'D
METAL LATH ON FORTIP15ER
JUM50TEX GRADE 'D' PAPER
OVER TYVEK BUILDING WRAP
(REFER TO STUCCO SPECS
FOR COMPLETE INFORMATION)
WEEP 5CREED
(SEE DETAIL 2)
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BR/
16 PRESENT
PRE-ENG GABLE TRUSS
2x4 NAILEEIR
CONT, 2x4 RAT RUN SECURE
1 0, W1 (2)12cl's e EACH TRUSS
TYF, TO BE INSTALLED -a MID.
POINT OF TRU55 SPAN, OR
10'-0' O.C. MAX.
SECURE GABLE TO 2Xro F.T._j
L
PLATE W1 12d's 8' O.C. MAX
SECURE 2xro PT. PLATE TO
5LK W1 �'x'W ANCHOR BOLT W/
JTE
1
2' WASHER SET IN SIMFI50N
HIGH STRENGTH EPDXY 7
ZRM,_
-
EMBED. MIN. Q 32' Or— MAX..
%' THICK, 3 COAT
PORTLAND CEMENT
PILASTER APPLIED:
DIRECTLY TO MASONRY
7
111—l'
DRYWALL
OR I'X2' P.T. NAILER
�'X4'
,4 P 'T . OR 5/'X4' MN. SECURE
THRU FRAME 4 EXTEND 1-y I
INTO BLOCK , �6' TAPCOMS
"" DRIVE PN
(MIR SHANK 512E 145
MIR HEAD SIZE -140
MIN, EMBEDMENT I-V
WITHIN 0' OF EACH END 4 IS-
Oj::. MAX SPACING
DOOR CASIW.
DOOR JAMB OR WINDOW
ATTAC44 TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PILLS-115 JAM (DO NOT EXCEED Y,')
DOOR JAMB
TO BLOCK +3/4 OR +5/4
WINDOW TO BLOCK -1-3/4 OR +5/4
A
SCALE:
2X4: CM
SECURE TO BLOCK W/
TAPCCN8 OR DRIVE PIN
(MIR SWANK SIZE J46
M:N HEAD SIZE 300
M R EMBEDMENT I I')
WITHIN 8' OF EACH END 4
IS' OC. M" SPAr]W,.
2X6: CEO
SECURE TO MOCK W/2-%,
TAPCONS OR DRIVE PIN
(MIR SHANK SIZ 145
M R HEAD SIZE 300
MIR EMBEDMENT I Y -)
WITHIN S' OF EACH END 4
W* OC. MAX SPACIMS.
2XS: =
- ' �- I WALL
SECURE T BLOCK W/2-%*
0
TAPOCNS OR DRIVE PIN
I'X4' OR 'X2' P7. NAILER
(MIR SWAN< SIZE J45
DOOR CASINd.
MIR HEAD SIZE 300
DOOR JAMB OR WINDOW
MIR EmBrVMEMT I V)
A TACP TO 2X PER
WIT14IN S'OF EACH END 4
IS, Or. MAX SPACW
MA14LFACTURES DETAILS.
NOTEs SHIM AS NEEDED TO PLUMS JAM (DO NOT EXCEED Y4')
DOOR JAMB TO BLOCK +IT/12/�"
WINDOW TO BLOCK + 1_
SCALE:
1-STORY GABLE
A BLOCK WALL
SCALE: 3/4'-1'-0'
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUE5
1, GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL 5LK I
(1) S RE15AR CONTINUOUS
SEE ENERGY CODE FORMS
FOR INSULATION R-vALUE5
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
6PECIFICATION5
PRECAST SILL
(1) *5 REIBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
a 16' O�C.
a, CMU
1/2' GYP. WL, 5D,
WOOD BASE
FIBERGLASS SHINGLES
BLOCKING BETWEEN
OVER 030 FELT PAPER
-----2x4
TRUSSES WHERE 'X' BRACING
INSTALLED PER F5CR
IF; PRESENT
R-305.2.1 ON " O_SB�
I'
SHEATHING OR J, Cox
PRE-ENG GABLE TRUSS
PLYWOOD SECURED PER
FASTENER SCHEDULE
CONT. 2x4 PAT RUN SECURED W1 (2)
P.T. Ix2 W1 MTL. DRIP EDGE
12d's a EACH TRUSS
2x4 OR 2x& SUB -BANE)
TO BE INSTALLED a MID. POINT OF
PER ELEVATIONS TYP
TRUSS SPAN, OR 10'-0' O�C. MAX.
VENTED ALUM. SOFFIT
SEE ENERGY CODE FORMS
5TIFFBACK AT ALL
FOR INSULATION R-vALUES
UPRIGHTS OVER 4'-10'
1- GYF-5UM BOARD OR 2"
HIGH (SEE SEALED ENG.
HIGH STRENGTH CLG.
FOR SIZE 4 CONDITION.)
BOARD
O.S.B. SHEATHING OR
2x4 NAILER
CDX PLYWOOD. ATTACHED
PER FASTENERSCHEDULE
2x4 o 24' O-C. s INTERIOR
ON SHEET D5
KNEE WALL
1/6' THICK, 3 COAT
CONC. FILLED LINTEL 5LK W/
PORTLAND CEMENT PILASTER
(1) 05 REBAR CONTINUOUS
OVER EXPANDED GALV'D
METAL LATH ON FORTIF15ER
PRECAST LINTEL
JUMBOTEX GRADE 'D'
WINDOW ATTACHMENT AS
PAPER OVER TYVEK
PER MANUFACTURES
BUILDING WRAP (REFER TO
SPECIFICATIONS
STUCCO SPECS FOR
COMPLETE INFORMATION)
PRECAST SILL
WEEP 5CREED
(1) 05 REBAR VERTICALLY
(SEE DETAIL 2)
W1 CONC. POURED CELL
SECURE GABLE TO 2xro P.T.
lx2 P.T. FURRING STRIPS
PLATE W/ 12d's 6' O.C. MAX
s Iro' O_C_
SECURE 2xro PT. PLATE TO
5LK W1 I'x3' ANCHOR BOLT
a, Cmu
W1 2' WASHER SET IN SIMPSON
1/2' GYP. WL. BE).
HIGH STRENGTH EPDXY -I-
WOOD BASE
EMBED. MIN. a 32' OC MAX..
%' THICK, 3 COAT
7
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MA50NRY
<
iy
1-STORY G�B_LE
W/ VAULT CLG.
BLOCK WALL
SCALE: 3/4'=I'-0'
NOTE:
PER FBr_R '305�21 - FOR ROOF SLOPES 2:12 TO
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
SYSTEM 15 REOUIRED_ FOR ROOF SLOPES OF
4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15
PERMITTED BUT MUST BE FIER ASTM D22ro TYPE
11, A5TM 0 4861B TYPE IV, OR ASTM D ro-15-1
2X4: CM
2X4, CM
2X4: CM
SECURE TO BLOCK W/ W.-
TAPCONS OR DRIVE PIN
SECURE TO BLOCK Ull �6-
TAPCONS OR DRIVE PN
SECURE TO M.00K Wll,*
TAPCON5 OR DRIVE PIN
fMIN SWAM< SIZE J4r,
(MIR SHANK SIZE J45
(MIR SWANK, SIZE J45
HIN. HEAD SIZE 300
MIN. HEAD SIZE -100
MIR HEAD 91ZE 300
MIR EMBEDMENT I " — -
MIN. EMBEDMENT I V)
MIR EMBEDMENT I Y ')
WITHIN 0' OF EACH ENO I
UMTHrN S' OF EACH ENO 4
WITHIN S' O� EACH END I
LD' OC. MAX
18' OC. MAX SPACIW�
IS- O.C. MAX SPACINGS.
2X&: CEM
SECURE TO BLOM W12 �6'
TAPC4NS OR 01%
F-1
NO Ez STRUCSTURAL 2X MUST
BE ON OU SIDE 4 SECURED
2>16, CE93
SECURE TO Slg�
VEV,1,2�%'
TAPCONS OR z
NOTE: .—TU— 2. MUST
2X&z CEO
SECURE TO 1.,.114'
TAPCONS
ZE 4%Pl�
(MIN SHAW, 6 .
TWROW.H NON-STRJCTURAL
(MIN. 614AW SIZE A45
BE ON OUTSIDE 4 SECURED
(MIR SHANK SIZE .145
MIR HEAD SIZE -00
TAPCON MIN. I .
-Y'
MR HEAD SIZE -1,00
THFZDLIC44 NON -STRUCTURAL
MR HEAD SIZE -
300
MIR EMBEDMENT I Y')
EMISEOMENT 1-0 MOCK.
MIN. EMBEDMENT IV)
TAPOON MIR I.Y"
MR EMBEDMENT I Y,')
WITHIN S' Z 4
Cm
WI!HrN S' OF EACH END I
EMBEDMENT INTO OCK.
WITHIN 6'01� EACH END 4
eE,�ACNILND
Z, oc� M AC
)6' DRYU14LL
IS OC. MAX SPACIW�
IS- O.C. MAX SPACIW
2XD; M=
1'.4- OR I-XV P.T. NAILER
ZX81
V .111YWALL
2XIll Cr�10
SECURE TO BLOCK W/2-%'
TAPCONS OR DRIVE PIN
36- OSB. X 4- MIR
SECURE To BLOCK W/2-%'
TAPOONS OR ORJVE PlIN
MAIL..
SE RETOMOrKW/I-I/4'
TAPCONS OR DRIVE PIN
(MIR SHANK SIZE 145
DOOR CASIW3
(MIR SHANK, SIZE J45
DOOR CASIW3
(MIR SHAW, SIZE J45
M R HEAD SIZE 2�00
DOOR JAMB OR WINDOW
MN. HEAD SIZE N00
DOOR JAMB OR WINDOW
MR HEAD SIZE 300
MIN. EMBEDMENT IV)
ATTACH TO 2X PER
MIN. EMBEDMENT 1XV)
ATTACH TO 2X PER
MIR EMBEDMEI
WITHIN S' OF EACH END 4
18' OC. MAX 5FACW..
MAKFACTURES DETAILS.
WITHIN S' OF EACH END 4
19' OC. MAX SPACIW�
MANUFACTURES DETAILS.
WITHIN $' OF E,zlo
IS' D.C. MAX SPACIW
NOTE; 5411M AS NEEDED TO PLUMB JAM (00 NOT EXCEED V)
DOOR JAMB TO BLOCK +1-15/16"
WINDOW TO.,�L_ +1-15/16"
Lr
C) 1
2X4: CEO
SECURE TO BLOCK W/
TAPC,0NS OR DRIVE PIN
(ML SHANK SIZE J4b
MIN. HEAD SIZE 300
MIR EMBEDMENT 0")
WITHIN . - I
.' OC. MAX S
2X&i csm
SECURE ;04�O
TAf-,CN
IF,
110 STRUCTURAL IX MUST
BE ON OUTSIDE 4 SECURED
eMR SWANK SIZE J4S
TWROLY.14 NON-STRUCTURAL
MIR HEAD SIZE 3-00
N.' TAPCON MIR I-Y'
MIR EMBEDMENT I V)
ENT INTO BLOCK
WITHIN S' OF EACH END 4
I
8, cm
IB' 0C. MAX SPACIW-
�' DRYWALL
2XS: CZE0
0
I'X4' OR I'X2- P.T. NAILER
SECURE TO BLOCK W/2-%,
TAPOONS OR DRVE PIN
I' PT_ X 4' MIN.
fMIN_ SHANK SIZE J45
DOOR CASIW.
MIR HEAD SIZE 100
MIR .4-. -rjNT 1'
DOOR IAMS OR WINDOW
.1
W ITH END
ATTACW TO ZX R
18' O-C. MAX SPACW..
MAtlUFACTURES DETAILS.
NOTE, SHIM AS NEEDED TO PI-1.1-115 JAMB (DO NOT EXCEED Y�')
DOOR JAMB TO BLOCK +2
WINDOW TO BLOCK + 2 1
D SCALE:
NOTE: SHIM AS NEEDED TO PLUMS JAMIS (00 NOT EXCEED V)
DOOR JAMB TO BLOCK +T
WINDOW TO BLOCK +T
SCALE;
2X4; CEO
SECURE To BLOCK Wl
TAPCONS OR DRIVE I -IN
(MIN. SHAW, 512E J45
MR. HEAD SIZE 31"
MIN. EMBEDMENT I Y ') —
WITHIN WOF EACH END I
IS. OC. MAX SPACINd-
NO E: STRUCTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
TWIROLIG44 NON STRJCTURAL
2X6: CM
TARCON MIR I-&
SECIURE TO 0L 4'
EMBEDME T INTO M OCK
TAPCON1 3 OR
(MIN SHANK SIZE 345
a, CMU
MIR HEAD SIZE -100
�* DRYWALL
MIR EMBEDMENT 1)")
WITHIN S' OF EACH END I
-.4 OR 1'.1 - I.T. NAILER
IB' Oc. MAX SPACW�
2ND 2X SECURE TO
2X9:QECl
STRUC MEMBER W(2A2d
rl
SECURE To BLOCK W/2.%'
WT IN S' OF EACH END 4
TAPCONS OR DRIVE PIN
TO S' O.C. MAX
(MIR SHANK SIZE J45
DOOR CASIWG
M R HEAD SIZE 21"
DOOR JAMB OR WINDOW
MZ EMBEDMENT I J")
TTACP TO 2X PER
WITHIN 1. OF EACHIEND 4
IS' O.C. MAX SPAr W-
ANIJFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMS JAMB (00 NOT EXCEED V)
DOOR JAMB TO BLOCK +T
rv_,� WINDOW TO BLOCK +T
NO : STRUCTURAL 2X MUST
BE ON OUTSIDE S SEOUIRED
THROLGH NON-5TRJCTURAL
%'TAPC,CN MR
EMBEDMENT INTO BLOCK
a, cmu
6 DIRTULAILL
I'X4' OR I'X2' P.t NAILER
Y.' 0.6.5. X 4' MIR
DOOR 1w.
DOOR JAMI3 OR WINDOW
A TAC� TO 2X PER
MANUFACTURES OETAILS_
NOTE1 SWIM AS NEEDED TO PLUMS JAM (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +3-7/16"
WINDOW TO BLOCK
+3-7/16"
2X4: CEO
SECURE TO BLOCK W&W
TAPCONS OR DRIVE PIN
(MIR SHANK SIZE J45
MIR HEAD 51ZE 300
MIR EMBEDMENT I Y4')
WITHIN S' OF EAC44 END 4
18' 04. M� SPACiNd-
2X&: CE93
SECURE TO ll=!W,1�.114'
F1
TAPCONS OR
(MIN. SHANK SIZE J45
BE ON OUTSIDE 4 SECURED
MIR HEAD SIZE 3W
THROUGH NON-OTIELICTURAL
MN. EMBEDMENT I Y4')
4W TAPCON MR I-Y4'
WITHIN 0' OF EACH END 4
EMBEDMENT INTO 15LOCK
18' Or- MAX SPACIW
a, olu
2XS: CEM
DRYWALL
SECURE TO BLOCK WA-114-
TAPCONS OR DRIVE PIN
I'X4'Ofe I'X2* P.T, MAILER
(MIN. SHANK SIZE J45
I' P.T. X 4' MIR
M!N_ W AD SIZE 3�
DOOR CAGW.
M N EMBEDMENT I Y ')
WITHIN 8' OF EACH END A
DOOR J OR WINDOW
IS- O.C. MAX SPACIW�-/*
A T. TO 2X PER
MANUFACTURES DETAILS.
NOTE: SWIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED Y4')
DOOR JAMB TO BLOCK +3 3/4"
BLOCK +3 3
T4 WINDOW TO /4"
L�) SCALEt
A R C H I T E C T Sl
6
m i n
G r Zol S0.2..
1441 N - RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FA)L 407-774-4078
www.abdesigngroup.com
I, AA #-. 0003325
'91
Ql
1
1
1
1
1
rausDiv. se
SILVERADO
LOT 1
BLK I
P3moj=T#
04t28.000-01001
MODMIA
4EHB
"2605-HAYDEN"
GAAAGE DTaNG:
RIGHT
PACE:
MONOLITHIC
1-STORY
WALL
SECTIONS & NOTES
%.150 MPH EXP. V
r ARCHrTECT `4
2 3 N
F"PPANT
DATIL. 09/20/16
SCALM 1/4"=l'-0"
skim=
I D' 3
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER F5CR
R`B05.2.1 ON �,' 0.5.B.
SHEATHING OR �' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRU55
P.T. 1X2 W1 MTL. DRIP EDGE
2x4 OR 2xro SUB -BAND
FIER ELEVATIONS
VENTED ALUM. SOFFIT
DOUBLE TOP PLATE
WINDOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER
5PAN CHART FOR
DETAILS
116 0.5.5. SHEATHING OR il
CDX PLYWOOD.
ATTACHED PER FASTENER
SCHEDULE ON SHEET D5.
1/0' THICK, 3 COAT
PORTLAND CEMENT
PLASTER OVER
EXPANDED GALV'D
METAL LATH ON
FORTIF15ER JUM50TEX
GRADE 'D' PAPER OVER
TYVEK BUILDING WRAP
(REFER TO STUCCO
SPECS FOR COMPLETE
INFORMATION)
NOTE: SHEATHING MUST
NOT BREAK 1'-4* MIN.
FROM 2ND FLR LINE
2x4 CONT. e TOP AND
BT_ OF FLR TRUSS (TOP
2x4 SUPPORTS BT
PLATE OF 2ND FLR, BT.
2x4 16 FOR WALL
SHEATHING NAILER)
WEEP 5CREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W/ TRUSS PLAIN
THICK, 3 COAT
PORTLAND CEMENT
PILASTER APPLIED
DIRECTLY TO MASONRY
2-STORY
FIRST FLOOR
BLOCK SECOND
�FLOOR FRAME
2x STUDS os fr.' O.C. MAX W1
IN5UL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
34' T 4 G SUBFILOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
SIMPSON HETA-lro EM5ED.
STRAP 6 32' O.C. MAX VERIFY
W1 TRUSS PLAN
I- GyPeum Bo4RID OR 1,
HIGH STRENGTH CLG. BOARD
SEE ENERSY CODE FORMS
FOR INSULATION R-VALUES
J' GYPSUM BOARD OR
HIGH STRENGTH CLG.
50ARD
TWIST STRAP VERIFY W/
TRU55 PLAN
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
WINDOW BILL
2x STUDS a Iro' O.C. MAX W1
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-vALUES
34' T 4 G 6UBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
J' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK W1
(1) IS RE5AR CONTINUOUS
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUE5
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIF ICAT IONS
PRECAST BILL
(1) #5 REBAR VERTICALLY
W1 CONC. POURED CELL
lx2 P.T_ FURRING STRIPS
0 fro , O�C�
0. CMU
1/2'GYFI� WL� 5D_
WOOD BASE
F15EIRGLA65 SHINGLES
OVER #30 FELT PAPER
INSTALLED PER FBCR
R`B05.21 ON a' 0.5.5.
SHEATHING OR �' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2xCo SUIB-BAND PER
ELEVATIONS
VENTED ALUM. SOFFIT
6TIFFBACK AT ALL
UPRIGHTS OVER 4'-10'
HIGH (SEE SEALED ENG.
FOR SIZE 4 CONDITION)
SECURE 2x4 PLATE TO WALL W1
i'xro' TWRU-BOLTS a 32' O.C.
MAX THEN SECURE GABLE TO
2x4 PLATE W1 12d's 5' O.C. MAX
OR
SECURE GABLE TO DBL TOP
PLATE W1 6IMP5ON HTC4 0 24'
O.C. MAX
WINDOW HEADER SIZE VARIES
PER WINDOW OPENING SEE
HEADERSPAN CHART FOR
DETAILS
llc� 0.5-5. SHEATHING OR J, cDX
PLYWOOD- ATTACHED PER
FASTENER SCHEDULE ON SHEET
D5
1/8* THICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
EXPANDED GALV'D METAL LATH
ON FORTIFIBER JUMBOTEX
GRADE 'D' PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
NOTE! SHEATHING MUST NOT
BREAK 1�_-4' MIN. FROM 2ND FLR
LINE
2x4 CONT, o TOP AND BT. OF
FLR TRU65 (TOP 2x4 SUPPORTS
5T PLATE OF 2ND FLR, 5T. 2x4
15 FOR WALL SHEATHING
NAILER)
WEEP 5CREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
THICK, 3 COAT
PORTLAND CEMENT
PILASTER APPLIED
DIRECTLY TO MASONRY
2-STORY GABLE
FIRST FLOOR
BLOCK SECOND
1 A FLOOR FRAME
a�Al = 314' P-V
1,-, 0.5.5. SHEATHING OR J' CDX
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET
D5
I/V THICK, 3 COAT PORTLAND
CEMENT PILASTER OVER
EXPANDED GALV'D METAL LATH
ON FORTIFIE,ER JUMBOTEX
GRADE 'D* PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
2x4 CONT. im TOP AND 5T. OF
FLR TRUSS (TOP 2x4
SUPPORTS BT PLATE OF 2ND
FLR, 5T. 2x4 15 FOR WALL
SHEATHING NAILER)
WEEP SCREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W1 TRUSS PLAN
—I—%' THICK, 3 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MA50NRY
FLOOR CONNECTION AT PARALLEL/
(�T�PERPENDICULAR PRE-ENG FLOOR TRUSS
SCALE: 3/4'-l'-O'
2x STUDS ID I&' O-C. MAX W1
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-vALUES
34' T 4 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
FIRE-ENG FLOOR TRUSS
1, Gypsum BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL 5LK W1
(1) #5 REBAR CONTINUOUS
2x4 BLOCKING BETWEEN
FIBERGLASS SHINGLES
TRUSSES WHERE 'X' BRACING
OVER #30 FELT PAPER
15 PRESENT
INSTALLED PER FeCR
z
5n05.2.1 ON 1,' 0.5.5.
SHEATHING OR 21- COX
PRE -ENG GABLE TRU55
PLYWOOI_-) SECURED PER
',�SEE
CONT. 2x4 RAT RUN SECURED
FASTENER SCHEDULE
ENERGY CODE FORMS
W/ (2)126's ID EACH TRU55
PRE-ENG TRU55
FOR INSULATION R-VALUES
P.T. IX2 W1 MTL. DRIP EDGE
17
I' GYPSUM BOARD OR
2x4 OR 2xro 5UB-BAND
HIGH STRENGTH CLG.
PER ELEVATIONS
BOARD
VENTED ALUM. SOFFIT
SIMPSON
SEE ENERGY CODE FORMS
SP2 is EA.
FOR INSULATION R-VALUES
WOO* UPLIFT
2X6 STUD
CONNECTOR
6YP6UM BOARD OR 21.
2xaSYP 02p,
DeL TOP
HIGH STRENGTH CLG.
PLATE
BOARD
2" DRY WALL
DOUBLE TOP PLATE
WALL
SHEATHING
2" D[A ANCHOR BOLT
AT Iro' O.C. MAX WITH I -
WINDOW ATTACHMENT AS
2x6 5YP 12
EMBEDMENT AND 2'
PER MANUFACTURES
WOOD STUDS
DIA. WASHER
SPECIFICATIONS
AT 12' O.C. MAX
SIMI-SON 5PI
WINDOW BILL
6 EA ' 2X8
2x STUDS a fro' OC. MAX W/
STUD
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
2x& P.T. SYP *2
R-vALUEs
0 SOLE PLATE
(1) COURSE TIE -BEAM
POURED SOLID WlTI-I
T 4 G 5UBFLOOR GLUED
z
w
CONCRETE, (1) 05
AND SCREWED AS PER
(L
REBAR HORIZONTALLY
FASTENER SCHEDULE
PRECAST LINTEL
:E W
0-
WINDOW ATTACHMENT AS
w
PER MANUFACTURES
Lu L)
SPECIFICATIONS
PRE-ENG FLOOR TRUSS
U-
PRECAST SILL
(INSTALL PER MFG.SPECS.)
Z *5 REBAR 6 lro'
GYPSUM BOARD OR
L" 0,C. MAX, IN
0�
HIGH STRENGTH CLG,
Uzi . CONCRETE
50ARD
Z POURED CELL,
lx2 P.T. FURRING STRIPS
9 VERIFY PER
lr,. O.C.
CONC. FILLED LINTEL 5LK LIJ/
LL F-- PLAN.
a, Cmu
(1) 05 REBAR CONTINUOUS
SEE ENERGY
1/2' GYP. WL_ 51).
PRECAST LINTEL
s) L) CODE FORMS
(1) 04 CONTINUOUS REBAR
WINDOW ATTACHMENT AS
-I w FOR
>
WOOD BASE
PER MANUFACTURER
-1 INSULATION
SPECIFICATIONS
M R-vALUE5
04 RE5AR 48' LONG
PRECAST BILL
w 1: 0-
W/6' HOOK 6 24' 0,C.,
05
-5 -
0 -1
MIN. 24' IN SLAB
(1) REIBAR VERTICALLY
W1 CONC. POURED CELL
IL
2'-0' (r'11N.
�N SLAE3�_,
lx2 P.T. FURRING STRIPS
J t_
a, CMU
z
1/2' GYP� WL. BD_
WALL
4' CONC., REINF. W1 ro'xro'
WOOD BASE
SECTION
WIAXW1.40 WWM ON ro-MIL POLY
WOOD
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN FILL
FRAME TO
r
TERMITE TREATMENT SHALL BE
2�-O`
BORA-CARE
(3) 45 RE5AR ON CHAIRS
3/4' T 4 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE ON
SHEET D2
FASTEN 2X4 RIBBON (P.T.,m
CMU) W1 (3)12d NAILS 6 EACH
TRU55
PRE-ENG FLOOR TRU55
(INSTALL PER MFG. SPECS-)
CONC. FILLED LINTEL BLK W/—
(1) 05 REBAR CONTINUOUS
RIBBON
@,FSIT:ENI�NG DETAIL
S
6 aE zr_
NOTE:
PER FBCR e05.21 - FOR ROOF SLOPES 2;12 TO
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
SYSTEM 18 REQUIRED. FOR ROOF SLOPES OF
4:12 OR GREATER, (1) LAYER UNDERLAYMENT 19
PERMITTED BUT MUST BE PER ASTM D226 TYPE
11, ASTM D 4&roB TYPE IV, OR ASTM [) ro-151
A R C H I T E C T 3-1
De i n
G r Zoqs. !c.
21s
W —
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
PSEUDDIV. Se 1,07-il
SILVERADO
LOT 1
BLK 1
PltOjmcT#
04128.000-OtOOI
MODEL&
4EHB
"2605-HAYDEN"
GAMAGE STIMG:
RIGHT
IPAOZI
MONOLITHIC
2-STORY
WALL
SECTIONS & NOTES
%150 MPH EXP. B..#
ARCFWrr=CT- -I
r-PRMT
DATE: 09/20
SCAIM 1/4"=l'-O"
S*EWET
D4
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
RS05.21 ON fic" 0.5.15�
SHEATHING OR 2" COX
PLYWOOD SECURED PER
FASTENER SCHEDULE
FIRE -ENG TRU-55
P.T. IX2 W1 MTL. DRIP EDGE
2x4 OR 2xg, SL15-5AND
PER ELEVATIONS
VENTED ALUM. SOFFIT
DOUBLE TOP PLATE
WINDOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER
SPAN CHART FOR
DETAILS
1-16 0.5.15� SHEATHING OR 11
CDX PLYWOOD,
ATTACHED PER FASTENER
SCHEDULE ON SHEET D5.
-1/a' THICK, 3 COAT
PORTLAND CEMENT
PILASTER OVER
EXPANDED GALV'D
METAL LATH ON
FORTIFIBER JUMBOTEX
GRADE 'D' PAPER OVER
TYVEK BUILDING WRAP
(REFER TO STUCCO
SPECS FOR COMPLETE
INFORMATION)
NOTE: SHEATHING MUST
NOT BREAK l'-4' MIN.
FROM 2ND FLR LINE
2x4 CONT. 6 TOP AND
5T. OF FLR TRU55 (TOP
2x4 SUPPORTS BT
PLATE OF 2ND FLR, 5T.
2x4 IF, FOR WALL
SHEATHING NAILER)
WEEP SCREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W1 TRU55 PLAN
V THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2-STORY
FIRST FLOOR
BLOCK SECOND
U_11__-�FLOOR FRAME
SCALE: 3/4"=V-0'
SEE ENERGY CODE FORMS
FOR INSULATION R-vALUES
J, GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
TWIST STRAP VERIFY W1
TRUSS PLAN
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
WINDOW SILL
2x STUDS s lro' O-C. MAX W1
INSUL, SEE ENERGY CODE
FORMS FOR INSULATION
R-vALUES
J' T 4 G 5UBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRU66
(INSTALL PER MFG. SPECS.
I' GYPSUM BOARD OR 12.
HIGH STRENGTH CLG_
BOARD
CONC. FILLED LINTEL BLK
(1) S REBAR CONTINUOUS
SEE ENERGY CODE FORMS
FOR INSULATION R-vALUES
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) 05 REBAR VERTICALLY
W1 CONC, POURED CELL
lx2 P.T. FURRING STRIF15
6 16, O.C.
a, CMU
1/2' GYP. WL. BD.
WOOD BASE
OVER *30 FELT PAPER
2x4 BLOCKING BETWEEN
INSTALLED PER FBCR
TRU55ES WHERE 'X' BRACING
RS0521 ON 1,' 0.6.5.
15 PRESENT
SHEATHING OR J' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
_PRE-ENG GABLE TRUSS
P.T. IX2 W/ MTL. DRIP EDGE
CONT. 2x4 RAT RUN 5ECUREC)
2x4 OR 2x& 5U5-54ND PER
W/ (2)12d'e 6 EACH TRUSS
ELEVATIONS
VENTED ALUM. SOFFIT
6TIFFBACK AT ALL
UPRIGHTS OVER 4'-Io.
HIGH (SEE SEALED ENG.
SEE ENERGY CODE FORJ-15
FOR SIZE 4 CONDITION)
FOR INSULATION R-vALUES
SECURE 2x4 PLATE To WALL W1
3.x ro' THRU-BOLT5 6 32' O.C.
J' GYPSUM BOARD OR
6
HIGH STRENGTH CLG.
MAX THEN SECURE GABLE TO
50APID
2x4 PLATE W1 12d's 0' O.C. MAX
OR
DOUBLE TOP PLATE
SECURE G45LE TO D5L TOP
WINDOW ATTACHMENT AS
PLATE W1 SIMPSON HTC4 0 24'
PER MANUFACTURES
O.C. MAX
SPECIFICATIONS
WINDOW HEADER SIZE VARIES
WINDOW SILL
PER WINDOW OPENING SEE
HEADER SPAN CHART FOR
2x STUDS 6 lro' C.C, MAX W1
DETAILS
INSUL., SEE ENERGY CODE
0.5.5. SHEATHING OR J, CDX
FORMS FOR INSULATION
1,
PLYWOOD. ATTACHED PER
R-vALUES
FASTENER SCHEDULE ON SHEET
T 4 G &U5FLOOR GLUED
D5
AND SCREWED AS PER
116' THICK, 3 COAT PORTLAND
FASTENER SCHEDULE
CEMENT PLASTER OVER
EXPANDED GALV'D METAL LATH
ON FORTIFIBER JUM50TEX
GRADE 'D' PAPER OVER TYVEK
BUILDING WRAP (REFER TO
-STUCCO SPECS FOR COMPLETE
PRE-ENG FLOOR TRU55
INFORMATION)
(INSTALL PER MFG. SPECS-)
NOTE: SHEATHING MUST NOT
9' GYPSUM BOARD OR
BREAK 1'-4' MIN. FROM 2ND FLR
HIGH STRENGTH CLG.
LINE
50ARD
2x4 CONT. 6 TOPAND BT. OF
FLR TRUSS (TOP 2x4 SUPPORTS
CONC. FILLED LINTEL BLK W1
5T PLATE OF 2ND FLR, 5T_ 2x4
(1) 05 RE54R CONTINUOUS
15 FOR WALL SHEATHING
PRECAST LINTEL
NAILER)
WINDOW ATTACHMENT AS
WEEP 5CREED
PER MANUFACTURER
(SEE DETAIL 2/r-)3)
SPECIFICATIONS
PRECAST BILL
EMBED. STRAP VERIFY
W1 TRU55 PLAN
(1) 05 REBAR VERTICALLY
W1 CONC. POURED CELL
THICK, 3 COAT
__-----lx2 P.T. FURRING STRIPS
PORTLAND CEMENT
a irol O.C.
PLASTER APPLIED
DIRECTLY TO MASONRY
a, cmu
1/" - CST P. WL. ED.
2-STORY GAB E
----WOOD BASE
FIRST FLOOR
BLOCK SECOND__J'l'.
_A-jLOOR FRAME
A
L,_
'S& 3/4'= V-0'
I
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R'305.2.1 ON F'6' 0,6.5�
SHEATHING OR J' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRU65
P.T. IX2 W1 MTL. DRIP EDGE
2x4 OR 2xro SUB-BANC)
PER ELEVATIONS
VENTED ALUM. SOFFIT
1,000* UPLIFT
CONNECTOR
2x8 SYII 02
DBIL TOP
PLATE
WALL
SHEATHING
2xa SYP �2 —
WOOD STUDS
AT 12' O.C. MAX
SEE ENERGY CODE FORMS
FOR INSULATION R-vALUES
I' GYPSUM 50ARD OR
HIGH STRENGTH CLG.
BOARD
SIMPSON
5P2 a EA.
2X& STUD
J' DRY WALL
�'DIA ANCHOR BOLT
AT 16' O.C, MAX WITH I'
EMBEDMENT AND 2"
DIA. WASHER
SIMPSON SPI
EA. 2X8
STUD
2x,5 P.T. SYP *2
SOLE PLATE (1) COURSE TIE -BEAM
I-_ POURED SOLIC) WITH
z CONCRETE, (1) 05
In 7� REBAR HORIZONTALLY
CL
PRECAST LINTEL
0- WINDOW ATTACHMENT AS
V5 w PER MANUFACTURES
7
W Q SPECIFICATIONS
_711
ILL PRECAST BILL
�Z 05 REBAR a lro'
W O.C. MAX, IN
W CONCRETE
IV POURED CELL, Ix2 P.T. FURRING STRIPS
0 VERIFY PER a Irol O�C�
u- PLAN.
00 SEE ENERGY 1/2' GYP. WL. BID.
,6 0 CODE FORMS (1) 04 CONTINUOUS RE15AR
_j L" FOR WOOD BASE
> INSULATION
fo R-VALUES Z 04 RE5AR 48' LONG
Wlro' HOOK 6 24' O.C.,
-q MIN, 24' IN SLAB
Q) 2'-0" (MIN-
W IN 5'-4E3)
WALL 4' CONC., RE'INF. W1 Co'x&'
SECTION WI.4XW1.40 WWIM ON ro-MIL POLY
ETHYLENE VAPOR BARRIER ON
WOOD WELL -COMPACTED CLEAN FILL
FRAME To HA TERMITE TREATMENT SHALL BE
BORA-CARE
(3) 05 RE5AR ON CHAIRS
A R C IN I T E C T 3_1
6
F't^rp
I n
G WO.n!
mu
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abd�igngroup.com
AA #,. 0003325 J
F8XMD11V. ac LOTC1
SILVERADO
LOT I
BLK I
Paoi
4 wcT#
04128.000-01001
MODEL&
4EHB
"2605-HAYDEN"
GAP—WM BlaNG:
RIGHT
PAGE:
MONOLITHIC
2-STORY
1-HR WALL
SECTIONS & NOTES
Q50 MPH EXP. B)
F_ ARCHrrEcT.- '
aw
rp=NT
DATE: 09/20.7
SCA.LM 1/4"=l'—O"
8*fEET
D4.1
PRECAST HEADER(MIN)
2 X 4 (MIN 2 X 3)1-3/16 TAPCON
OR DRIVE PIN (MIN SHAW StZEJ45
MIN HEAD SIZE -WO
MIN EMBEDMENT 1 114')
1'. FROM EAC14 END AND 15"1
'MAX'".""'..
C IS - T
X
2 6 (MIN �l 1�312 TEA=
OR DRIVE PIN (MIN eHANK SIZEJ45
MIN HEAD SIZE 300
MIN EMBEDMENT 1 114')
'#�'.N
S'FROM EACH END AND IS-
C. MAX. MIN 1- 114' EMBEDMENT
2 8 (MI 2 X 3) 2-21/16 TAPCON
OR DRIVE PIN (MIN SHAW, SIZE I'S
MIN WEAD SIZE
ED LOOKING
'I""
L:
MIN EMBEOMEN;�11"4�
AT. W/
To W3 W/
E To
��ALT'.'
PEER
a. FROM EA IS
IS
I al .' END
L �.A END
OC� MAX. MIN 1-1/4' EMBEDMENT
EAT.I�
1/16'065 9HEATWIW,
CMU WALL
ARCHWAY DETAIL
16" AND
];��DER
D51L. T PLATE
2X4 16- Or. MAX
SECURE 2X4 TO
PIN (MIN. SWANK SIZE
SECURE 2X4 W 2-)6*
TAPCONS OR DRVE
145 MIN. HEAD SIZE
'w M"L
W/rN /,4fRCHW,4
EMBEDMENT I y ' AfRCHW,4Y
S' EA. END NOT TO
EXCEED Is, or.
MAX B
2X4 5OLIO—/ BT. PLATE
BLOCKING SECUSCE 1/2'F-LYWOM-
To SH ATWIW� WITH OR lA9,'ObB.
MIN 2-12d PER BLK-
EA� END
DIEREI�j�
/2 .'�
_:CHWAY
1,W O.S.B. OR PLYWOOD 9+41EATWING
-30 5LOG. FELT
24 WIDE 26 GA. GALVANIZED METAL
FLASHING
@ MUST ADD OIS10, --�' WIDE AND
AND MUST BE A MIN 24- WIDE METAL.
FIBERGLA55 SWIW.LE5
5'Mp6C
11 �L.. I TEXT.
S 4-
SIMPSON SP4J 2X4 DBL'. TOP PLATE
EVERY
EVERT 1/2' DRYWALL
OTHER
OTHER STUD 2X4 WOOD STUDS *16'OZ,
STUD
//-UN,O. ON TRILI55 PLAN
2X4 CONT. STRESS
BLOCKING MID -WALL.
PT.. ATE
r-2X4
SIMPSON SP4 SS
32' OZ. MAX
vx�
11/2'X'S' A15. 32 Or.
' EMBED ENT
Im
�'—f A.
�-2 -5'. CONT
1-STORY
r,--\ INT. BEARING WALL
NOTE: FOR LUALLS W/NO UPLIFT OR
FLOOR LOAD ONLY, DO NOT
WAS
NSTALL CONNECTORS.
DISL. TOP PLATE
2X4 IS,- Or, MAX
SECURE 2X4 W 2-%'
TAPOONS OR DRIVE PIN
(MRSHANK IZE.I45MFN.
WEAD SIZE -B" MIN.
EMBEDMENT I).' WAN 8'
EA END NOT TO EXCEED
Is- Or. MAX
BLOC 2X SOLIC
_Kj - SECURE
W
TO SWEATWING UT�
MIN. 2_12d PER BILK
EA� END
WITH WINDOW
SCALE 1/2'-1'-0'
PRECAST WEADEWMIN)
2 X (MIN 2 X 3)1-3/16 TAPCON
OR DRIVE PIN (MIN SWAJ4K 51 J45
MIN WEAD SIZE -100
MIN EMBE MENT 1 1/4')
0. FROM EACH END AND 8'
Or. MAX.M4 1-1/4'EMBEDMENT
2X6 3) 2-3� T
MIN 2 X APC4N
A
OR DR, VE PIN (MIN ANK SIZE.149
MIN WEAD SIZE 300,
MI N E EDMENT 1 1/4')
1. FROM EACH E AND IS--
OZ M AX MIN 1-1/4' EMBEDMENT
2 X (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SWANK SIZE.
HEAD SIZE -100
1/16' CGS SWEATWIN6—
MIMIN
N EMBEDMENT 1 1/4')
2X4 16 - Or. MAX —
1. FISCOM EACH END AND 10'
fWWEN OVER Id,' IN HEIGWT.)
CC. MAX. MIN I - 1/4' EMBEDMENT
2X4 SOLID BLOCKINGS
SECURE TO SHEATHING W1
MIN- 2-12a PER ELK- EA. END
r-,-�CLOSED VALLEY FLASHING DETAIL
r;"� INT 2
DOUBLE TOP PLATE
2x4 CONTINOUS STRESS
BLOCKING MID WALL
2.4 STUDS SS 16' O.C. MAX,
UON.
T 4 C. 51"LOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
IST FLOOR STUDS TO
2ND FLOOR TUDS
51 Z MAX
MP50N PIST4--',& 32'
0
PRE -ENG FLOOR TRIJSS
DOUBLE TOP PLATE
2x4 C40NTINOUS STRESS
BLOCKING MID WALL
2x4 STUDS - 16' Or- MAX,
UONL
1/2' GYP- WIL. BD.
SECURE 5T. PLATE TO OLAE
W1 J'xS' ANCHOR BOLT W/ 2'
WASHER SET IN SIMPSON
W'r
W STRENST EPDXY T
rMBED- MIN.
SIMPSON SP4 0 32' O.C. MA:
ARCIjWAY DETAIL
L& A U
SCALE �11� 1- --0
PRE-ENG, TRUSSES OR
GONV. FRAMED RAFTERS
Ob.5- SHEATHING OR J'
CDX PL SECURED
YWOOD
PER FASTENER SCHEDULE
2.4 BLOCKING UNDER
WALL STUDS SOURE
BETWEEN TRIJSS BAY W1
(B) 12d's EACH SEND
2. DOUBLE TOP PLATE
STUDS - 16, Or.
MT6-12 S, EVER STUD
2X4 IST. PLATE
DORMER
ATTACHMENT
DESIL. TOP PLATE
SECURE 2 X RIP TO FIT
=-12dS &*-S' O.C. MAX.
1/8' TEXTURED FINISH
1/16, SWEA114W.
Or
2 X 4 16 - MAX
(LU4EN OVER 16- IN HIEGHT.)
2 X 4 N"EN OVER 16- IN klEGkT.)
I
/4' TE RED MASONITE
GLUE 4 NAIL W/Sd'S Or.
1: NEEDED.
2 X SOLID BLKI� - ARCH
SECURE W/2-126 EACH END
—ML WDW FRAME
+IOTE; NO GAP - WDW FRAME
TO EXCEED [14'
ARCHWAY DETAIL
CUTAWAY
SCALE:
2 X 4 (MIN 2 X 3)1-3/16 TAPIC40N
OR DRIVE PIN fMIN SWANK SIZEJ45
HEAD SIZE 300
MIMIN
N EMBEDMENT 1/4')
a. FROM E END AND 18'
EXISTIW. BLK ABV.
Or M AX. MIN 1-1/4' EMBEDMENT
114' TEXTURED FINISH
2 X 6 (MIN 2 X 3) 2-3/16 TAFICON
1/0' TEXTURED FINIGH
OR DRIVE PIN (MIN SHAW, SIZE.145
MIN 14EAD SIZE 300
IA&' OSIS SHEATHI
MIN EMBE MENT 1 1/4')
8. P EACH END AND 18'
ROM
2 X 4 16' Or. MAX.
(II.WEN OVER 16' IN WEIGHT.)
OC. MAX. MIN 1-114' EMBEDMENT
2 X 4 (WHEN ClIER 16-
2 X & (MIN 2 X 3) 2-.�/I& TAPCON
16' IN WEIGHT.)
OR DRIVE PIN eMIN SWANK SIZEJ45
MIN HEAD SIZE -100
MIN EMBEDMENT 1 1/4-�
2 X SOLID ISLK,ri - ARCH
SECUNE W/2-12d EACH END
S'PRCM EAC14 END AND 18'
ATTAC�IMENT PER
OZ. MAX. MIN 1-1/4' EMBEDMENT
MANUFACTURERS SI -EC'S.
MTL 11M FRAME
1/4' TEMPERED MASONITE
-.NOTE: NO GAP - uA:,W FRAME
GLUE 4 NAIL W/Sd'6 '-12' Or-
TO EXCEED 1/4'
FONEEDED.
ARCHWAY DETAIL
CUTAWAY
ASP14ALT SHINIC5.46 OVER
30 FELTON 1/16 OGB.
PRE-rNG GABLE TRUSS
51-F STIFF5ACK
(SEE 5EALD ENG. PACK FOR
SIZE d CCNNECTION)
2x4 $FF BLOCKING BETWEEN TRJ55ES
WHERE 'X'BRACIWS 18 PRESENT
2,4 EPP RAT RUN
SEC:URED W1 e2)[2d'.
TRUSS
(2) 2�4 -2 S.T.P. DIAGONAL BRACE W/ (3)
12d.. . EAC44 TF;WS5 (DIAGONAL
X-BRACIW, TO CO�ER 5-TRJSSES
J'GYPSUM BOARD OR J'
WIG4 STR= TW CLa
NOTE: BOARD
DIAGONAL BFZACE CENTER OF TRUSS SPAN OR WIGWIEST RIDGE.
DIAGONAL BRACE TO BE . ANY SPAN 5*-0' OR GRATER REFER TO
Tf;aJSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.
V'-0: TO 30'-0' el) X-BRACE
30'-1 TO 60'-0'(3) X-BRACE ?1) X-BRACE - CENTER AND (2)
BRACE DIVIDED EQUALY FROM CENTER TO END
GABLE X- BRACING
2. RIDGE ONE SIZE LARGER
THAN RAFTER SIZE
MIN. (3)12d NAILS OR
MJN� (4) Od GUN NAILS
1.6 COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN. (3)12d NAILS OR
MIN. (4) 10cl GUN NAILS
2x RAFTERS
NAILER SECURE TO TWSSES
BELOW W1
(3) loCl C.�UN (2)12d NAILS OR
NAILS - EA. TF419S
RAFTER TO MSS MTS-12
CREATE VOID FOR STRAP
ROOF DECKIW. OVER
PRE-ENG TRUSSES
PRE - ENS. TRIJ-49
CO�NV
�D ROOF
0'-0' TO 30'-0* (1) 'X' BRAr-E
30'-1' TO 60-0' (3)'X' BRACE
(I X'BRACE - CENTER)
(2 'X'BRACE DIVIDED EOUALY- FROM CENTER TO END)
'LASS SWIW
F15EFW. LES OVER
-30 FELT ON 1116'0A.B.
(2) 2X4 -2 GYP DIAGONAL BRACE
TO COVER 5-TI14ISSES
W/ 3-12d 0 EA TRJ55 C DIAGONAIL BRACE
2X4 BLOCKING WHERE 'X'BF
16 PRE ENT
(2) lodsNAILS EA END
TO TRUSS
SIPF STFFISACK
(SEE SEALD ENG. PA FOR
SIZE 4 CONNECTION)
1/16'065 SHEATHING. —
USE Od NAILS SAT
4'o-EDGE 6'...FIELD
2X4 A "' 1 5 LAG :32'.Or-
OR SIMPSON MSTA-24 32 D.C.
SHEATHING NA LIWS TO BE
IL
Or. IN FIELD
4' OCAALL EDGE$ W18d NAILS
TRUSS 24'
1/2' CLG. BOARD
NAIL CONT. RAT FRUN TO
TRUSS W1 (2)12d . EA. TRUrS
2X4 6 RAT ADJACENT
TO DIAGONAL BRACE.
DBL TOP PLATE
2X4 STUD 16 O.C. MAX.
rjj�2-STORY GABLE END CROSS BRACING
81-ALEs 1/2'-l'-O'
1115 UPLIFT
SIMPSOM WT&120
W110 10d
ITO TRUSS
AND (4) 21/4'
TAPCONS TO CONT
POURED LINTEL
2350 UPLIFT
2) SIMPSOM WT5M20
INSTALLED ON OPPOSITE
PAC -Eel OF 15LOCK WALL
WAO Od TO TRUSS
AND (4)1/4' x 2 1/4'
TAPCONS TO CONT
POURED LINTEL
F-IN15H a LANDING
FLYWOOD FF.
DBL 2X4&-1
17\-
3/4'_FLYWOOD WITH
4 12 D COMMONS WINDER DETAIL
LANDING DETAIL NAILED THRU 3/4'
FLYWOOD INTO
FINISH,s EACH STRING
—1.
3 -2 12 5Yfl STRINGER ']--)BL 2X12
X
REINFORCED W/2X4 6F-FOR
W/r-ONT. BEAD OF FLOOR JOIST
5UB-FLOOR ADHESIVE
FIL-400 OR SIMILARs
DEIL 'X"
OR
EA HORIZONTAL RUN LOOR JOIST
SECURE TREADS TO STRINGER
W/(3)'5 3' SCREWS 6 EA
STRINGER UNTHREADED SPANK
TO EXTEND BEYOND THICKNESS
OF SU5-FLOOR SHEATHING
NOTE:
STAIRS RISERS TO CONFORM
TO FBCR 5TH EDITION (2014)
MIN. TREAD 10', MAX. RISER 1-3/4'
311ro' MAX. VARIATION IN RI&ERB/TREADS,
ADJACENT TO EACH OTHER
3/0' MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 13/4' -1/4' OR PROVIDE EQUIVALENT
GRASF1,451LITY
WINDERS- MIN. 6' WIDE e NARROW END
MIN, I I' WIDTH 6 12' FROM NARROW END
34'MIN. HANDRAIL HIST.
PRE -ENG TRUSS
CONTINUOUS
BOND 5rAM
TAP —S
MINL 2' COVER
2' APART
LESS THAN 4' TYfl.
1
2XI2 T ETWEEN SPINDLES
READ
RCUT TO FIT
i,
IX8 RISER
10
PAND RAIL,
3
1/2' DRYWALL
X10 TRIM
V NOE71NG TYFI.
(3) 10d CUT NAILS
6 2X4 P.T.
SLEEPER INTO
SLAB
STAIR SECTION DETAILS
SCALE: 3/4'zl'-O'
a D m IT c P v 0
Ign
roup,
Im.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroupcom
AA 111: 0003325
1�
ro-=Drv. a IMN
SILVERADO
LOT 1
BLK 1
PRojmcT#
04128.000-01001
MODELS:
4EHB
"2605-HAYDEN"
GAItAGE STaNG:
RIGHT
PAGE:
misc.
DETAILS
%,150 MPH EXFP. B)',f
ARCHrrECT-.
PIUNT 09/20
DATE:
SCAX.E: 1/4"=V-0"
SE
PRODUCT APPROVAL LISTING
PRODUCT APPROVAL LISTING
R 30046-R4
FL 10446-R4
SIMPSON STRONG -TIE CO
SIMPSON STRONG -TIE CO
STRUCf COMP.
STRUCT COMP.
WOOD CONNECTORS
WOOD CONNECTORS
2014 FBCR
2014 FBCR
FL 304M17-R3
FL 10447-R3
SIMPSON STRONG -TIE COSTRUCf
SIMPSON STRONG -TIE CO
STRUCT COMP.
COMP.
WOOD CONNECTORS
WOOD CONNECTORS
2014 FBCR
2014 FBCR
FL 30056-R3
FL 10456-R3
SIMPSON STRONG -TIE CO
SIMPSON STRONG -TIE CO
STRUCf COMP.
STRUCT COMP.
WOOD CONNECTORS
WOOD CONNECTORS
2014 FBCR
2014 FBCR
FL 17236R2
FL 17236-R2
USP STRUCTURAL CONNECTORS
USP STRUCTURAL CONNECTORS
STRUR COMP.
STRUCT COMP.
WOOD CONNECTORS
WOOD CONNECTORS
2014 FBCR
2014 FBCR
FL 17244-R1
FL 17244R1
USP STRUCTURAL CONNECTORS
USP STRUCTURAL CONNECTORS
STRUR COMP.
STRUCT COMP.
WOOD CONNECfO1i5
WOOD CONNECTORS
2014 FBCR
2014 FBCR
FL 17243
FL 17243
FL 17241
FL 17241
FL 17236
FL 17236
USP STRUCTURAL CONNECTORS
USP STRUCTURAL CONNECTORS
STRUCT COMP.
STRUCT COMP.
WOOD CONNECTORS
WOOD CONNECTORS
2014 FBCR
2014 FBCR
FL 17244
R 1R44
R 6223-R2
FL 6223-R2
FL 17236
FL 17236
USP STRUCTURAL CONNECTORS
USP STRUCTURAL CONNECTORS
STRUR COMP.
STRUCT COMP.
WOOD CONNECTORS
WOOD CONNECTORS
2014 FBCR
2014 FeCR
ft 7473-R6
FL 7473-R6
EAGLE PRODUCTS
EAGLE PRODUCTS
ROOFING
ROOFING
ROOF TILES
ROOF TILES
2014 FBCR
2014 FBCR
R 32019-RS
FL 12019-R5
AMERICAN CONST. METALS
AMERICAN CONST. METALS
PANEL WALLS
PANEL WALLS
SOFFIT
SOFFIT
2010 FBCR
2014 FBCR
FL 17624
FL 17624
PIYGEM
PLYGEM
PANEL WALLS
PANEL WALLS
SOFFIT
SOFFIT
203A FBCR
2014 FBCR
R 14039-R2
FL 14039-R2
PLYGEM
VLVGEM
SINGLE HUNG
SINGLE HUNG
-
2014 FBOt
2014 FBCR
ft 14634-R2
FL 14634-R2
PLVGEM
PLYGEM
SLIDING GLASS DOOR
SLIDING GLASS DOOR
-
2014 FBOt
2014 FBCR
FL 15264
FL 15264
PLYGEM
PLYGEM
WINDOWS
WINDOWS
MULLIONS
MULLIONS
2014 FBCR
2014 FBCR
FL 14253-R3
FL 14253-R3
PLVGEM
PLYGEM
FIXED GLASS
FIXED GLA55
-
2014 FBCR
2014 FBCR
FL 15217-R4
FL 15217-R4
MI WINDOWS &DOORS
MI WINDOWS &DOORS
SINGLE HUNG
SINGLE HUNG
-
2g14 FBCR
2014 FBCR
FL 13349-R4
FL 13349-R4
MI WINDOWS &DOORS
MI WINDOWS &DOORS
SLIDING GLASS DOOR
SLIDING GLASS DOOR
-
2014 FBCR
2014 FBCR
FL 15333-R2
FL 15333-R2
MI WINDOWS&DOORS
MI WINDOWS &DOORS
WINDOWS
WINDOWS
MULLIONS
MULLIONS
2014 FBCR
2014 FBCR
FL 15076-R3
FL 15076-R3
GLOBAL PROTECTION PRODUCTS
GLOBAL PROTECTION PRODUCTS
SHUTTERS
SHUTTERS
STORM PANELS
STORM PANELS
2014 FBCR
2014 FBCR
R 567&R3
FL 5678-R3
CLOVAY BLDG. PRODUCT CO.
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
EXT. DOORS
SECTIONAL
SECTIONAL
2014 FBCR
2014 FBCR
ft 5684-R7
FL 5684-R7
CLOPAY BLDG. PRODUCT CO.EXT.
CLOPAY BLDG. PRODUCT CO.
DOORS
EXT. DOORS
SECTIONAL
SECTIONAL
2016 FBCR
2014 FBCR
FL 15279-R4
FL 15279-R4
CLOPAY BLDG. PRODUCT CO.
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
EXT. DOORS
SECTIONAL
SECTIONAL
2014 FBCR
2014 FBCR
R 5891-RS
FL 5891-R5
THERMA-TRU
THERMA-TRU
EXT. DOORS
EXT. DOORS
SWINGING EXT. DOOR
SWINGING EXT. DOOR
2016 FBCR
2014 FBCR
FL 30758-R6
FL 10758-R6
OWENS CORNING
OWENS CORNING
ROOFING
ROOFING
ROOFING ACCESSORIES
ROOFING ACCESSORIES
2014 FBCR
2014 FBCR
FL 10477-R3
R 10477-R3
JAMES HARDIE BOARD
LAMES HARDIE BOARD
PANEL WALLS
PANEL WALLS
SIDING
SIDING
2014 FBCR
2014 FBCR
R 13192-R4
FL 13192-R4
JAMES HARDIE BOARD
JAMES HARDIE BOARD
PANEL WALLS
PANEL WALLS
SIDING
SIDING
2014 FBCR
2014 FBCR
FL 13223-R3
R 13223•R3
IAMES HARDIE BOARD
JAMES HARDIE BOARD
PANEL WALLS
PANEL WALLS
SIDING
SIDING
2014 FBCR
2014 FBCR
ft 33265-R2
FL 13265-R2
LAMES HARDIE BOARD
JAMES HARDIE BOARD
PANEL WALLS
PANEL WALLS
SIDING
SIDING
2014 FBCR
2014 FBCR
FL 4103-R8
FL 4103-R8
TAMKO
TAMKO
ROOFING
ROOFING
ROOFING ACCESSORIES
ROOFING ACCESSORIES
2014 FBCR
2014 FBCR
FL 7006-R9
FL 7006-R9
IKO
IKO
SHINGLES
SHINGLES
30 YEAR
30 YEAR
2014 FBCR
2014 FBCR
THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA
THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA
VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO
VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO
PURCHASE AND INSTALLATION.
PURCHASE AND INSTALLATION.
REFER TO THE FLORIDAFBCR 2014 (Sth EDITION) BUILDING CODE INFORMATION SYSTEM
REFER TO THE FLORIDA FBCR 2014 (Sth EDITION) BUILDING CODE INFORMATION SYSTEM @
W W W.FLORIDABUILDING.ORG
W W W.FLORIDABUILDING.ORG
CONTROL DATE:
CONTROL DATE: 05-19-1
A N C X IT E C T 5 1
Design
Grou ���.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
An r: 0003325 J
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04128.000-01001
1[ODEIs
4EHB
"2605—HAYDEN"
cswRwoE sws>rTcs:
RIGHT
PAGE:
PRODUCT
APPROVAL
LISTING
os/zo/> s
eHEET
D6
PIEEFORMED CONTROL JOINT-
FLAWSE OF CONTROL JOINTS T�
BE WIRED TIED TO LATH - S'
O.C� MAX (VERT.). NOTE: DO
NOT FASTEN C TROL JOINT TO
WALL EVEN IF STUD EXISTS
BEYOND EXCEPT STAPLES W/
V LEG MAY BE USED TO TEMP.
46TENERS TO BE SPACEE
1, O.C. MAX VERTICALLY
I
TH 101, 3 COAT CEMENT
: TF'
"LAIE. 1, .111..
BUILOINd. PAPER
APPROVED METAL LATH
FASTENED 01' (VERT.) Or— MAX
AT 8UPPORTS
WRIB LAYER -1,
STUCCO WRAP
WOOD SWEATWIW.
�TW SWALL NOT
E CONTI T�
ROU6.W CONTROL MIN
-INTS BUT $14ALL
e- T—
t STOPPED AND
i0 AT ACH SIDE.
PfbOVIDE 2X4 BLOCKIW3
!R ASTM C1063
PLACED FLAT MAX. 6,' TO S'
014 — ,
JOINT WHEN
TXITROL
= JOINT FALLS ON
2TEL
:ASTENERO, FOR LATH TO BE NAILS
STRUCTURAL STUD
APLES IN OOMPI-IANC = W/ ASTM C1063
r
WIRE TIES TO BE (NO. IS) 00415, WIRE
SLOCKIWG SHOWN MAY BE IN ADDITla/
) WALL STUDS REQUIRED PER PLAN
& - - - - - - - - - - ...
M" TYPE CONTROL
JOINT
A
--LE p-- —
� � �ft� s-,
E� 0' BIEL—
AT. .
'ASTE'l 4- 0�
A
0
(j)
- -- A
—EASE 5
CFIE— C
1. —D -. . DVER
S TILL �. C — 6
tlQj
—i'THICK, COATCEMENT
PLASTER
WQB LAYER -2, FORTIFISER
BUILDIN6. PAPIER
—URB LAYER -1,
STUCCO WF`Af-
L� L YERS � WL— tl�
0-R N-1— R-�, 87—
AiwvE
DETAIL)
F�IA
NOTE,
APPROVED BUILDIW. WRAP
SHALL. BE LAPPED A MINIMUM OF 4'.4' SELF-ADWER[W. ME 'ANE
MIR
0' a VERTICAL LAPS (ROLL FLASHINd, (COMPATIBLE
ENOS) 4 6- a HORIZONTAL LAPS. WRAP MATERIAL) OVER
ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' APPROVED HOUSE URA
FLA5141W, TO EXTEND ONT12":
WITH FOFZrl5ER SHEATHIWS TAPE IE
IE 1' 1' OR LESS PIPME
TAPE
NG TAI"
E
PENETRATION
ll. Al IFT� 1AT.
X
x
CUT AND OVERLAP ONE SIDE OIF
SELF-ADWERING. MEMBRANE
IT METAL LATH FLASHIW. STEF 01
WRIS LAYER -1, TWir-K, 3 COAT CEMENT
STUCCO WRAP PLASTER
WRB, LAYER -2, FORTIFIBER
LWRIB LAYER -2, FORTIFIBER., BUILDW� PAPER
11 BUILDINd. PAPER
WR5 LAYER 'I
STUCCO WRAf
INSTALL FASTENERS (CLIPS,
WOOD SHEATWIW. STRAPS, STAPLES) AS
REOJIREC TO SECLIFIE
PIPE/ WIRE TO FFAMIWG
@ )-TAPER LAP 7X�
SCALE: I
7�-'
0' 6' SELF-ADHIERINd. MEMBRANE
FLASWIW. (COMPATIBLE W/ LOUSE
WRAP MATERIAL) OVER 4'x4'
SELF-ADWERIN63 MEMBRANE
rl-ASWIW� OVER AFT -ROVED
HOLISE ULIRAP.
CUT AND OVERLAP ONE SIDE OF
SELF-ADWERWS MEMBRANE
AS141W
STEP 02 FL
WEB LAYER 9,
STUCCO WPAP
WIM LAYER -2, FORTFIBER
FNIhZW& PER
&'x&'SELF-AOWERIW. MEMBRANE
FLA WIW, OVER 4'x4'
SELF-ADWERIW. MEMBRANE
IW
FLAW OVE AFf-ROVED
WOUSE P.
FLASHI=O EXTEND ONTO PIPE
-----4'x4' 5ELF-ADHERIW3 MEMBRANE
FLASWI " OVER APPROVED
W
HOUSE WRAP.
FLASHIWG TO EXTEND ONTO PIPE
—%' COKT. BEAD OF SEALANT
- ---�NWALL APPROVED WOUSEWRAP AIR
NrILTRATION BARRIER OVER
SHEATWW�
- --ELASTOMERIC COATIPr. OVER STUCCO/
C.V. FINISH (SEE TYP WALL SECTION)
VERTICAL LATH
PAPER DETAIL
WOOD STUDS-
SECTION PEII I- R711-6.01
E?dq=g Eed plawairi
NOTE,
SWEATWIW.
use of por""d � plasts
SIDE LAPS OF METAL
shell ...ply iffi �.po�
PLASTER BASES SHALL.
BE SECURED TO
F � MEMBERS.
BUILDIWS —
PAPER
rg
Tp4lE`YlIWSWALl- BE TIED
.1,ell —ply iffi ASTM C 1063-1 1A
BE EN SUPPORTS
WITTI10.04IS-IN. (121-MM)
STUCCO
Lull;a= AT INTERVALS NOT
MORE TWAN S (225-MM).
AS PER ASTM C1063
1.0.1_
KICKOUT
NOTE,
FOR REPAIR OF TEARS
IN WFa5 LAYERS, TEARS
HORIZONTAL
LATH
E T
T QETAI�L
N�
DETAIL
MAY BE PATCHED
& PAPER DETAIL
��I:
� �IR,4 �10
� �NE
W/WOUSE WRAP TAPE
PER MANUF. SPE � OR
D3 NT
PEEL 4 STICK
0
E
—TE- I— SUAL I—
L
WOOD SHEATHING
WR5 LAYER 01,
STUCCO WRAP
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
LAFI WRIB 4 TAFIE OvER
ROOF/WALL 5GREED
E,'X5' V TYPE CONTINUOUS
GALv. METAL FLASHING
(NAIL To ROOF DECK, NOT
LUALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
ROOF
I/-- SHINGLE ROOFING
L"
N.T.5.
FLASHING
Df;P,AINAriE F=L,4NE (WfR5
L,4'T-EfR "I, STUCCO WfR,4f=)
WR5 L,4TEfR *2 (FOfRTIFI5EfR
5UIL1)lNr:: F:,4f=EfR)
MET,4L LATH X—X—X—x
STucco E
UJOOID 5HEATHING
SELF-ADHE&IVE FLASHING - - - - - -
NOTE:
MET,4L LATH: LATH TO 5E FER F5C
F�103.ro.l / ASTM C-04-1-12, MIN, 2,5 L55,
f=,EfR &Q. 'T4fRID (UTILIT*�' OfR NOMIN,4L
LATH DOES NOT MEET SFEGIFIC-4TIONS)
A R C H I T E C T 3
6
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LONGWOOD, FIL 32TELvL`
PH: 407-774-6078
FAk 407-774-4078
178
www.abd�igngroup.com
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SILVERADO
LOT 1
BLK 1
Pftoj1ccT#
04128.000-01001
MODEU
4EHB
"2605-HAYDEN"
GAl"GE 99TIMC:
RIGHT
PAGM,
WALL
ASSEMBLY
DETAILS
Q50 MPH EXP. B.#
ARCHITECT-.
STATE JM IFLORUDA
3 1
r'p
RAW 09/20,11,
NCAUM- 1/4"=I'—O"
almwr
WAI
A R C N I T E C T 3
BACKER ROD
BACKER ROD
WIR5 LAYER -1,
STUCCO WRAP
DRYER VENT
Uk=
CORSTUCTION
a, CMU
INSTALL W SELF-ADHERIWG
MEMBRANE FLASHING OVER
TOP, SIDE(S) AND BOTTOM
FI_4WGES OF NON -MOVABLE
FRAME OF THE EXHAUST.
SEQUENCE OF FLASHING TO BE:
1. BOTTOM, 2, 5 DES. 3. TOP
VENT CAP 15 TO BE SET IN BED
Or SEALANT AT TOP AND
SIDES ONLY. SEALANT 19 TO BE
TOOLED 50,45 TO DEFLECT
WATER AWAY FROM JOINTS.
E-Z BEAD ALL AROUND
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
APPLY SEALANT AT PERIMETER OF
NON-MOVA5LE FRAME AND STUCCO
ON ALL SIDES. V CAULKING JOINT
ALL AROUND
Exterior lathing and JAastednA
PER FBC R703.6.01
Exterior use of portland cement plaster
shall comply vvith the application
requirements ofASTM C926-11A.
Installation of exterior lathing and framing
shall comply vvith ASTM C 1063-11 A._
HOODED VENT
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WR5 LAYER -2, FORTIFIISER
BUILDING PAPER
WOOD SHEATHING
(FRAME)
WOOD SHEATHING
WRB LAYER -1,
STUCCO WRAP
WRB LAYER -2, FORTIFIBER
5UILDIN6, PAPER
METAL LATH
-VINYL CASIWG BEAD
W RAISED BAND
_V TO %' MID -WALL
6'WIDE ST P SELF
R
ADHESIVE FLASWINt CLEAN
MASONRY BEFORE APPLYINGG
Z FLASHIN53
STONE VENEER
OVER SCRATCH COAT
HORIZONTAL WEEP SCREED
W/STONE VENEER
(FRAME TO BLQCI�j
LEGEND -
DRAINAGE FLANE (WR15
LAYER #I, STUCCO WRAP)
WR5 L,4*TEfR *2 (FORTIF15ER -
BUILI-DING FAFEIR)
METAL LATH X—X—X—x
STUCCO
WOOD SHEATHING EZ1__Z1z2_=A
6ELF-ADHESIVE FLASHING
NOTE:
METAL LAT�4: LAT�4 TO BE FEIR FBG
FRI03.6.1 / 45TM C-a4l-12, MIK 2.5 L56.
FEIR &a. YARD (UTILITY OR NOMINAL
LATI-4 DOES NOT MEET SPECIFICATIONS)
STUCCO
FINISH
ro' SELF ADHESIVE
OVER TOP 4 SIDES
SELF
FLASHING
UNIT
PREMANUP. DRYER
VENT CAP (5ET IN
CONT. SEALANT)
SEALANT w
TOP 4 SIDES
DRYER VENT (BLOCK)
BUILDING PAPER
OVER:QUICK
FLASH
PIPE THROUGH -
WALL
r.' SELF ADHESIVE
FLASHING (INSTAL
PER MANLF. SPEC
BUILDING PAPER
UNDER 'QUICK FL�
�A__-)VENT PENETRATION
SCALE: N.T.5.
ELEC_ METEF
VERIFY LO
_Ivr
I'A IL.' r7_r
5TUCC`0Ar SCRATCH COAT
4 1 COAT OF PAINT W/5,4C:<-
ROLL PRIOR TO
ELEC. METER INSTALLATION
C. METER FIELD
IFY LOCATION
t i
_ELE
VER
lyAPPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO 5E FILLED
WITH RIGID POLYMERIC
15OCYANOTE-POLY15LEND FOAM
)R SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC_ WIRE PENETRATES
WOOD
WOOD
WRIB L
STUCC
WIRIB
5UILD
PLAS
" THI
-Ya' TO
WEEP
��ro' 5ELF-ADHESIvE
FLASHING
A
I'll., ___ WOOD FRAMED
Lv WALL
HORIZONTAL WEEP SCREED
(FRAME TO FRAMEA
:.0 SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
ELECTRICAL CONDUIT
PENETRATION
CONSTRUCTION
SHEATHING
AYER 01,
O WRAP
LAYER *2, FORTIF15EFR
ING PAPER
TER
CK, 3 COAT CEMENT
%' MiD-WALL
5CREED
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRIB LAYER 11,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOU5EWRAF-
BELOW
CUT SUCH THAT -
NO MEMBRANE
ENTERS BOX,
APPLY TO FACE
EDGE
APPLY E-Z
OVER 60 M!
GRADE 'D'
FELT-PROVI
SEALANT AT
JOINTS AND
INTERSECTIC
WOOD SHEATHING
STU'LAY
_CO Z*I,
P
��WZRBI LAYER -2, FORTIFIBER
��BUILDING PAPER
—METAL LATH
�:� -1/8' TEXTURED
WOOD
CONSTRUCTION WOOD
FASTEN TO WOOD STFWCTURAL
MEI`7R I- O.C. MAX
V
MID -WALL
J,
r.'WIDr STRIP SELF
ADHESIVE FLA5WIW., CLEAN
-ORE APPLYIW.
MASONRY BEr
FIN15H - r1A_-`C1NRY
HORIZONTAL WEEP SCREED
(FRAME TO BLOC
WR8 LAYER -4,
STUCCO WRAf1
CUT 'X' INTO
SELF -ADHERING
MEMBRANE FLASHING
APPLY 5ELF-ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WR5 LAYER
'�TEF*`l
8"
6TEF #2
rWq
APPLY �40
&r� MIN
� IFELT
GRADE _> FEL
OVER
-t
SELF- ADHERING
FLASHING OVER
APROVED
HOUSEWRAP
&TEF #3
WR15 LAYER -1,
I
STUCCO WRAf-
SELF - ADHERING
MEMBRANE FLASHING
5 T E F' #5 5TEf= #e?
ELECTRICAL RECEPTACLE
muff.i n
Inc.
LONGWOOD, FIL 3�77;�
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: 000
327
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group _m
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SILVERADO
ISUSDW - 4k
SILVER�
LOT 1
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PROJECTIP
PROJECT#
04128.000-01001
MODEL4
4EHI3
"2605-HAYDEN"
GARJAGE DTIMO:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
%,150 MPH EXP. B/
ARCHI[TIECT
STATE OF FLONDA
PANT —IN
[DATM* 09/20/16
a
8CALE: 1/4"=V-0"
811MET
WA2
�j
WOOD SHEATHING
WOOD
CONSTRUCTION
HAT CHANNEL —
ON,' TYPE 'X' DRYWALL
WOOD SHEATPING----pWjM
WP15 LAYER -1��
STUCCO WRAP
THICK, 3 COAT CEMENT
PLASTER
4 ,
WR5 LAYER -1,
STUC
AMICO AM6(, Y
CASING BE�-
rU$
WRS LAYER -1,
STUCCO WRAP
-2, FORTIF15ER
WRIB LAYER
BUILDING PAPER
THICK, 3 COAT CEMENT
PLASTER
C.' SAF. - TOP OF WEEP 51-REED
TO SHEATHING BEHIND WEEP SCREED
4' POSITIVE DRAIN
WEEP SCREED
r.* SELF-ADHEREING
FLASHING WRAPPED
TO SHEATHING BELOW
TOP OF WEEP SCREED
WR5 LAYER -1,
STUCCO WRAP
WR5 LAYER -2, FORTIFle
BUILDING PAPER
SELF-ADHEREING
FLASHIWG WRAPPED
9 COR-4ER OF CANTILEVER
7 , I
Y,7, /' 4�
4'PO$1TIVE DRAIN
WEEP SCREED
NO GAP INFIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE Ar
CESSORIES ONLY)
1 HOUR CASING
BEAD DTL.@I CANT.
SCALE: 1 1/2'-V-0'
NOTE.
METAL L,4T�4: LAT�4 TO 5E f=)EfRF5C
R703,ro.] / A57-1 G-a4-1-12, MIN. 25 LBS.
FEIR &Q, Y,4fRID (UTILITY Of;R NOMINAL
LAT�4 [DOE6 NOTMEET 6FECIFICATIONS)
I
3/4 RESILIENT
HAT CHANNEL
5/8' TYPE 'XDRYWALL
4
W/TEXTURED PAINTED
FINISH
THICK, 3 COAT CEMENT
PLASTER -
WOOD CONSTRUCTION
WEATHER RESISTIVE
BARRIER 'I
WEATHER RESISTIVE
BARRIER -2
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
(2) 2xI2 HEADER
4'PO-SITIVE DRAIN
WEEP 5CREED
VINYL CASING BEAD Z- NO GAP IN FIELD
�SHOWN FOR CLARIFICATION OF
SEPARATE ACCE55CRIES ONLY)
I -HOUR DRIP EDGE
INSTALLATION
5/6' TYPE DRYWALL
WITEXTURED 4 PAINTED_
FINISH
J' THICK, 3 COAT CEMENT
PLASTER —
VINYL CORNER BEAD
VINYL CASING BEAD
WOOD CONSTRUCITON
RESISTIVE
I
RESISTIVE
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
HEADER/5EAM
4' POSITIVE DRAIN
MEP SCREED
L//-
� IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
@D-RIP EDGE INSTALLATION
I
EXT. WOOD FRAMED
WALL
SUB-FLL-OR DECIQWG
FIRE -EW�'D TRUSS
WEATHER RESISTIVE
BARRIER 'I
WEATHER RESISTIVE
BARRIER n
THICK, 3 COAT CEMENT -
PLASTER
METAL LATH
WOOD SHEATHING—
EXTERIOR GRACE
DRY WALL
THICK, 3 COAT CEME
PLASTER
VINYL CORI,4ER 15EAD
Z- NO GAP IN FIELP
(SHOIN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
@�C�ANTILEVER DRIP
10
EDGE
LEGEND
[DRAINAGE FLANE (WR5
LA'T-EfR 01, 5TUCCO WfPAF)
WIRB LAYER *2 (FOIRTIFIBER
BUILDING FAFER)
METAL LAT�4
5TUCCO
FINISH LAYER (2 LAYER
3' X 3' 26 GA. GALV.
METAL DRIP EDGE
PEEL 4 STICK)
SET IN FULL BED Or
FEEL 4 SEALANT, � MIN.
STICK 0 DRIP
SPACE FROM DRIP
EDGE TO
FACE TO TREX
DEC<
'Y�' GAP FOR BACKER
I Y,'XI %' P7� OR SIMULATED
I ROD 4 SEALANT
WOOD (TREX) FILLER, 7�� // ,
CONTINUOUS
VINYL CASING BEAD
WATER PROOF�W. lot 0
WEATHER RESISTIVE
LAYER (2 LAYER PE EL 4
5AWIER -1
STICK) WRAPPED FROM
WEATHER RE51STIVE
BALCONY DECK TO
BARRIER 12
CANTILEVER
PEEL A STICK 0 %,
D9C< MEMBRANE,
DRIP E 06,E TO DECK
��\
EXTEND OVER DRIP
SUB FLOOR
EDGE
3' X 3' 26 GA. GALV.
METAL DRIP EDGE
'SET IN FULL BED OF
Xi -
I v,
1)2'Xi 4' �.T. OR SIMULATED
jSEALANT,,�'MIN.
FILL
WOO (TREX) FILLER,
SPACE FROM DRIP
CONTINUOUS
FACE TO TREX
Y,' GAP FOR BACKER
VINYL CASING BEAD
ROD 4 5 EALANT � 1
WATER PROOFING lot
FINISH LAYER (2 LAYER
LAYER (2 LAYER PEEL i
I -EEL 4 STICK) 5 �
STICK) WRAPPED FROM
3/4 RESILIENT
BALCONY DECK TO
HAT
CANTILEVER
VINYL
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
5/a* TYPE 'X' DRYWALL
WOOD SHEATHING
W/TEXTURED 4 PAINTED
!Nn
WEATHER RESISTIVE
FINISH
BARRIER '1
WEATHER RESISTIVE
THICK, 3 COAT CEMENT
BARRIER *2
PLASTER
4* POSITIVE DRAIN
VINYL CORNER BEAD
WEEf SCREED
VINYL CASING 57E kp_ rAP IN FIFLn
(SHOWN FOR CLARIFICATION Or
SEPARATE ACCESSORIES ONLY)
1-HOUR BALCONY DRIP
EDGE INSTALLATION
X—X—x—x I nt�
WOOED 5�41EATHING =ZZ"
5ELF-AlDHESIVE FLASHING
2x FRAMING MEMBER
THIC<, 3 COAT CEMENT
PLASTER
CORNER BEAD
FASTENED TO SHEATHING
ID '1' O.C. MAX,
WR5 LAYER 01,
STUCCO WRAP
WOOD SHEATHING
METAL LATH
WRIB LAYER 02, FORTIFIBER
BUILDING PAPER
—
CORNER BEAD OP FRAME
(14 A
CORNER BEAD
(FASTENER 4 SPACING IS '1' O.C.)
CMU
%'THIC<, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
COLUMN SHEATHING
T. WEATHER RESISTIVE
-1
�75ARRIER
WE��THER RESISTIVE
BARRIER -2
6, S.A.F.
PEEL 4 ST111
I X2'x3' V FLASHIWG
FULLY EMBEDDED
IN ROOF CEMENT
I Y2' X 3- 26 GA. GALV.
METAL DRIP EDGE
Y�' GAP FOR BACKER SET IN FULL BED OF
ROD 4 85ALANT SEALANT�'MIN.
51-ACE FROM DRIP
FACE TO TREX
WEATHER RESISTIVE
VINYL CASING BEAD
BARRIER -1
WEATHER RESISTIVE
WATER PROOFING I t---
BARRIER -2
LAYER (2 LAYER PE EL
EXTERIOR COLUMN
4 STICK) %
COLUMN SHEATHING
\PrEL 4 STICK-
-1 X2' 3- V FLASWIWS
SUB FLOOR
LL`YEMBEDr DEE) IN
::;EMENT
u
- I Y2 X 3- 2& GA. GAL).
METAL DRIP EDGE
I)j-Xl)i- P.T. OR SIMULATE ik
SET IN FULL BEE) OF
WOOD (TREX) FILLER,
SEALANT�' MIN.
CONTINUOUS
SPACE FROM DRIP
-FACE TO T7E
GAP FOR T
Y4 SEALAN
l;
OPT r
R ROD
VINYL EAD
WOOD SHEATHING
WRB LAYER -4,
STUCCO WRAP
.
. :tm
WATER PROOrIWG lot
M Op
LAYER (2 LAYER PEEL 4
3/4 RESILIENT
STICK) WRAPPED FROM
HAT CHANNEL
Y TO
VINYL CASING BEAD-\
CANTILEVER
THICI<, 3 COAT CEMENT
PLASTER
5/8' TYPE 'X'DRYWALL j
METAL LATH
W/TEX ZrINTE
TURED 4 PAINTED
WOOD SHEATHING
FINISH
�'TWICK, 3 COAT CEMENT
4'POSITIVS DRAIN
I'LASTER
WEEP 6CPEED
NO GAP IN FIELD
VINYL EAD
(SHOWN FOR CLARIFICATION Or
VINYL CASING BEAD
SEPARATE ACCESSORIES ONLY1
1-HOUR
BALCONY DRIP
EDGE INSTALLATION
@
Ob COLUMN
( W T "
PT A IZZ T-TTT,,T('-
WRIB LAYER *2, FORTIRIBEIR
IBUILDING PAPER------�,
METAL LATH ---------
THICK, 3 COAT CEMENT
PLASTER —
&"SELF- Ar->HERING—
FLA&WING
DRIP CAP
UJINDOLU FLANGE
UFZ LAY
BUILDING
METAL LATH
J' THICK, 3 COAT C-Et
PLASTER --------
6"5ELF-ADHERING
FLASHING
WOOL) SHEATHING
WRB LAYER
STUCCO WRAP
WR5 LAYER 02, FORTIFIBER
.
BUILDING PAPER
I_
d.
I
METAL LATH
-j:
�E XPLODED
VIEW FOR
J' THIC-<, 3 COAT CEMENT
PLASTER
CLARITY)
DRIP CAF
WINDOW FLANGE
CASING BEAD (�i) WINDOW
(FRAME, NO BAND)
F-A R C III I T E C T 3
F'%&&'
II n
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PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngmup.mm
AA #,. 0003325
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PROJECT#
04128.000-01001
MODRIA
4EHB
"2605- HAYDEN"
GARAGM STrING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. BJ
FPP.INT
DAT=* 09/20/16
8CALM J/4"=J'-0"
8HERT
WA3
% �J
r A R C N I T E C T i
WOOD SHEATHING
WR5 LAYER -4,
STUCCO WRAP
METAL LATH
J' THICK, 3 COAT CEMENT
PLASTER —
(o"SELF -ADHERING
FLASHING
VINYAL ANGLED
CASING BEAD
DRIP CAP —
WINDOW FLANGE
WOOD 51�IEATHING
METAL LATH
WR5 LAYEIR 01,
STUCCO WRAP
WRB LAYER "i FORTIRIBER
BUILDING PAPER—
J" THICK, 3 COAT CEMENT —
PLASTER
VINYL ANGLE[)
CASING 5EAD
VINYL CASING BEAD
WRE, LAY
STUCCO L
VINYAL
WR5 LAY
EBU[Lr)jNG
METAL
J- THICK,
PLASTER
ro'SELF-
FLA5HIN
WOOD &HEATkING
x
WfR5 LAYER 01,
STUCCO WRAP
5,,�—WR5
LAYER *2, FORTIFIBER
BUILDING PAPER
METAL LATH
--a
�Ex ODED
VIEW FOR
J" THICK, 3 COAT CEMENT
PLASTER
CLARITY)
Y�' GAF TYP
CASINr- BEAD
TO TRIM
1X TRIM MEMBER
6 STUCCO TO —
SIDING TRAN51TIlON
51DIN(3 7
WRB LAYER -1,
STUCCO WRAP
---------------------------
TH ICK, 3 COAT CEMENT
PLASTER
METAL LATH SEALANT --
WIRE, LAYER -2, FORTIFIBER
BUILDINr. PAPER
WOOD 5HEATHIWG,
WF45 LAYER -1,
STUCCO WRAP
\_ CASING BEAD
ro' SELF- ADHERE ING
FL46PING OR PEEL 4 STICK
SIDING TO STUCCO
A I A D
WOOD CONSTRUCTION
BEYOND
WOCO SWEATWIWS�E ----------
WEATHER RESISTI
BARRIER 'I
WEATHER RESISTIVE
BARRIER -2
V x I V LAP
W/r.'REVEAL
6' SELF-ADHERIWS
FL45WIW.
STARTER STRIP
00 NOT CAULK OR
SEAL OPENW,
C.ALVD METAL —
". FLASWIWG
I Y4' X 6- SIMULATED---'
WSELF AD"ERIW,
FLA5141;Z
13AQER RESISTIVE
ER
WEATHER RESISTIVE
BARRIER -2
SELF-ADHERIWS
1� FLASHIWS
GALVD METAL
,Z, FLASPIW.
00 NOT CAULK j2S
WOOD TRIM MEMBER��
STUCCO CASING, —
BEAD X r.' SIMULATED
WOOD TRIM MEMBER
r-AL GAP —AULKI-
OR A-11 SEALANT
BEAD
SIDING TO STUCCO
CP BLOCK TO FRAME
NOTE
METAL LATH: LATH TO BE PER F5C
R103.&.1 / 45TM C-a4-1-12, MIN. 2.5 L55.
WOOD 5HEATHING PER 5a. YARD (UTILITY OR, NOMINAL
I LATH DOES NOT MEET SPEC IFICAT IONS)
WINDOW FRAME
------------------------
SEALANT
WINDOW FRAME
WfR5 L A'TE fR *'l,
WOOD CONSTRUCTION
BEYOND
6' SELI ADWERINC,
FLA5WI��
5TUCCO WfR,4f=
WOOD SHEATHING.
WEATHER RESISTIVE
BARRIER -1
UJEAT14ER RESISTIVE
15ARRIER -1 TO LAP
WEATHER RESISTIVE
MIN. ABOVE TOP
-EfR
BARRIER -2
OF WILASWING
Wf;RE3 LAT #2, f=OfRT1f=1E3EfR
I Y�' LAI VDING
REVEAL
WEATHER RESISTIVE
51JILZ)INC, f-,4f=>EfR
6' SELF- ADHERIW.
BARRIER 01
I
FLASWIWG
WEATH R RESISTIVE
_-Lu,
I
BARRJEER -2
�'IETAL L,4T�4
STARTER STRIP
)<
DO NOT CAULK OR
GALVD METAL
7' FLASHIW.
>< T141G<, 3 COAT CEt-IENT
00 NOT CAULK OR
>� (EXPLO ED a
>� VIEW FOR FLASTEfR
C,4Lv'D METAL
WEATHER RESISTIVE
BARRIER 'I TO LAP
�<
CLARITY)
I YW X &- SIMULATED
&'MIN A50VE TOP
___ OF 7' FLASWIW3
—0
CASING BEAD C- RAISED
t7A BAND (FRAME)
5CALE: 1 1/2'=I'-O'
Ezz jy.Ap_ O_N_r�5 wa I & X 6' SIMULATED
(W/%, FILE 115LE PVC 4&�D TRIM MEMBER
B -E,iZ 'tO., 6' SELF-ADHERIW.
Aor -ADWERJ FLASWIW.
r." SELF
IW
FLASH
W IC COAT N\ SEAL GAP W/CAULKIW.
TH WASTER OR APPROVED SEALANT
CEMENT
WEATHER RESISTIVE WEATHER RESISTIVE
BARRIER 'I BARRIER -1
WEATHER RESISTIVE %/"r;e��[N!L CAS1W,
SARRIER -2 V F LE PVC
BACKER ROD)
SIDING TO STUCCO WEATHER RESISTIVE
BARRIER -2
(9) FRAME TO FRAME
WINDOW FLANGE
---------------------------------------------------------------------------
-EMENT
THICK., 3 COAT C
PILASTER
METAL LATH
7-7
WR5 LAYER 02, FORTIF15ER
.... . .......... . .......... . .................
BUILDING PAPER
------E-Z BEAD VINYL CASING
(W/3/&' FLEXIBLE PVC BACKER ROD)
WR5 LAYER 01, STUCCO WRAP,
WRAPPED AROUND FRAMING
MEMBER
ro' BELF ADHESIVE FL.45PINr,
WOOD SHEATHING
DETAIL BELOW EXPLODED
FOR CLARITY
------------ -------------------------------------------------
--------------------- ----------------------------------------------
z " THIr
_K., 3 COAT CEMENT
C46ING SEAD PILASTER
;0 LUINDOLU / �--METAL LAT�H
WR5 LAYER 02, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
WRIB LAYER *'I,
STUCCO WRAP
(o' WIDE PEEL 4 STICK
OVER FLANGE
[�� \-- — E-Z BEAD VINYL CASING
2X FRAMING --- (WI31s' FLEX15LE PVC_ BACKER ROD)
MEMBER -AFIFLY FULL BED OF SEALANT BETWEEN
FLANGE 4 BUILDING WRAP
BUILDING
WRAP
EZ 13EAD WINDOW CASING1
LEGEND
DRAINAGE PLANE (Wf;R5
LAYER 01, STUCCO WRAP)
WR5 LAYER 02 (FORTIF15ER
BUILDING PAPER)
METAL LAT�4 X—X—X—x
STUCCO L 7
WOOD SHEATHING
6ELF-ADHE61vE FLASHING
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Design
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LONGWOOD, W;�7W
PH: 407-774-6078
FAk 407-774-4078
www.abdesigngroup.com
L AA #: 0003325 A
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SILVER�ADO
LOT 1
BLK 1
PROJWT#
04128.000-01001
MODZU
4EHI3
"2605—HAYDEN"
GAPLAOM STIMO:
RIGHT
PAGIC:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B_J
r EC
STAWTFL, �VDA
SE 20 6
I
VOLIAD A ABOU<>IACRA
AR NO W723 /
r-PIUNT
JDATM 09/20
CAXX: 1/4"=V-0"
WA4
CUT HOU
AT 45' C
MODIFIEI
IN HOUSE
LINE OF
OPENING
APPRO,,
OVER &
WO STUD
INSTALL 6'
SELF-ADHE
FLASHING C
NAILING FL,
JAMBS
EXTEND FL.
I' BELOW SI
FLEXIBLE F
DO NOT SE
FIN
r
EMPORARILY
OLD -UP t SEC
IOUSEWRAP (O'
UCK FLAP UND
t HEAD
FOLD HOUSEU
IN AT JAMBS t
SLOPE SILL R
'.NSTALL 6'
SELF-ADHE
FLASHING C
VINYL HEA[
FLASHING (i
DAMS) NAIL
=LANGE
EXTEND
SELF- ADHE
=LASHING 1'
BEYOND J<
=LASHING
NSTALL vIl,
CAP
ALIGN FLASHING
W/ INT. EDGE OF
SILL RO,
MECHANICALLT
FASTEN FANNED
EDGES. (CAP
NAILS, STAPLES)
INSTALL DUPONT
FLEXWRAP AS TE
FLASHING AT THE
FOLD
DOWN
DIAGC
ACRO
WINDO
APPLY 4a' NOM.
:ONTIN000S BEAD
JF SEALANT AT
IAMBS AND HEAD o
APPLY TO BACK OF
JINDOW NAILING
LANGE IN LINE W/
-RE-PUNCHED
SOLES OR SLOTS.
JIDE ADHESIVE -
_XIBLE FLASHING
AVER DRIP CAP
'ECTO-WRAP
EQUIv)
WINDOW FLASHING
INSTALLATION DETAILS
O1� (FULL WRAP)
SC,4LE: NTS
STEP 4
STEP 9
INSTALL
PLUMB,L
AND SQL
MANLFAC
WRITTEN
INSTRUCT
—APPLY
MEMBRANE
FLA5HING
OVER JOINT
NOTE:
IL ITHE CONTACTORS RESPONSIBILTY TO VERIFY ;
THE
1
COMPATIBILITY OF ALL PRODUCTS INCLUDING II
HOUSEWRAP, SEALANTS / SELF -ADHERING
j FLASHING MATERIALS USED DURING CONSTRUCTION.
j2. INSTALL ALL MATERIALS PER MANUFACTURERS
WRITTEN SPECIFICATIONS
WARNING: SEALANTS MAY REACT ADVERSELY IF NOT
COMPATIBLE.
_._
ICFEAN AND SEAL JAMB TO SILL JOINTS WITH
DOW 11-39 FOLLOWING COMPLETION OF
IIEXTERIOR
RETROFIT WOW
NOTE:
REPAIR SCHEME SHOWN SHALL BE
IMPLEMENTED AT ALL WINDOWS WITH
1
EVIDENCE OF WATER INTRUSION BELOW THE
WINDOW OPENING
I
It
A
SEAL INTERIOR PERIMETER OF WINDOW WITH,,
L�EALANT
— _ S V
A R C H I T E C T S
6
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PH: 407-774 , 78
FAX: 407.7744078
www.abdesigngroup.com
AA A: 0003325
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19LIHDiv. & LOT
SILVERADO
LOT 1
BLK 1
PROJECT#1
04128.000-01001
MODRIA
4EHB
"2605- HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
150 MPH EXP. B
ARCHITECT:
DA�1.8,.,. 09/20/16
SCALJk 1/4"=1'-0"
S*mmTT
V V A5