HomeMy WebLinkAbout6613 Wagon Trail Sta a f. m I T 5 f. T A
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STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
D.R. HORTON HOMES
12602 TELECOM DRIVE
TAMPA, FL 33637
TEL: (813) 740-9720
FAX: (813) 740-9715
STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
AR NO. 93723
A.B. DESIGN GROUP, INC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
I PLAN REVIEW I
Q Q 9 9
1" 2605 -HAYDEN-----,
12602 TELECOM DRIVE, TAMPA, FL 33637
Tel: (813) 740-9720 Fax: (813) 740-9715
DESIGN CRITERIA:
• FLORIDA BUILDING CODE, RESIDENTIAL,
5TH EDITION (2014)
• ALL LOCAL AND STATE CODES
OCCUPANCY
- RESIDENTIAL, GROUP R3
CONSTRUCTION TYPE
- VB
:MIN. INTERIOR FINISH
- CIASS B
BASIC WIND SPEED
- Vult=150 MPH
Vasd=116 MPH
E)TOSURE
- B
I -STORY RESIDENCE
-
-2-STORY RESIDENCE
- MAX. HEIGHT AS PER LOCAL
AND STATE CODES
YT. CALC
SQ.FT.
CAM'S
15T FLP_ L1vIWj
104 60. FT.
2ND FLP, LivWs
�501 50� FT.
TOTAL LIv1W.
2605 0-0, FT
GARAGE
431 SQ. FT
PORLW
Ill 50. FT.
TOTAL
3153 eQ ' FT.
so 50� FT,
ABBREVIATIONS
mv.
MOVE
tAV.
LAVATORY
A/C
AM CONDITIONING
M.
LUMINOUS
Aw
ADIUSTABLE
M.C.
MEDICINE CORO
Ali
ALNM72
m
MANUFACTURER
AMP,
AMPERAGE
In.
MINIMUM
ILL.
Bow
MTD.
MOUNTED
CL
CENTER LINE
MTL
MAL
CAB
CABINET
KT.S.
NOT TO SCALE
CE
CEILING
O.C.
ON CENTER
CIR
CLEM
PL
PROPERTY M
CONC
CONCREI's
P.B'
PUSH HIMN
CPT.
CARPET
PH.
PHONE
CT.
CERAMIC TILK
PLT.
PLATE
i
DRYER
PLYWD
PLYWOOD
DEL
DOUBLE
PR.
PAIR
D.G.
DUAL GLAZED
P r
PRESSURE TREATED
DIA.
DIAMETER
i
RISER
DIM.
DHWSION
RAD.
RADIUS
DISP
DISPOSAL
RXG
RETURN AIR GRILL
DP
DEEP
REP.
REFRIGERATOR
DR
DOOR
RM.
ROOM
Di
DOWNSPOUT
R.O.
ROUGH OPENING
DTL
DETAIL
S'D.
SMOKE DETECTOR
ON
DISHWASHER
S.H.
SINGLE HUNG
Ek
EACH
sm.
SHEET
EIZVA'
ELUA71ON
SHTHG
SHEATHING
EQ.
EQUAL
SHWIL
SHOWER
EXH,
EMUST
SIM,
SIMILAR
EXT.
WERIOR
SL
SUDING
FG./FX
FMD GLASS
SL GL
SWING GUM
Fi.
AM GAS
STD.
STANDARD
FIN.
FINISH
SWS
SHEAR WALL
FLR.
FLOOR
SECTION
FLUOR.
FLUORESCENT
SC
SOLID CORE
FR DR
FRENCH DOOR
Tw
TEMPERED GLASS
FTG
FOOTING
THE.
THICK
GA.
GAUGE
T O.C'
TOP OF CURB
GAR
GARAGE
T OT '
TOP OF PIATE
GAR. DISP.
GARBAGE DISPOSAL
T.O.S.
TOP OF SLAB
G.F.I.
GROUND -FAULT CIRCUIT
TYR
TYPICAL
INTERRUPTER
U.N.O.
UNLESS NOTED
GL
GLASS
OTHERWISE
GYP* BD.
GYPSUM BOARD
V.P'
VAPOR PROOF
H.B.
HOSE BIB
WASHER
H.C.
HOLLOW CORE
WITH
HDR.
HEADER
WD.
WOOD
HGT. OR BY
HEIGHT
WDW
WINDOW
INSUL
INSULATION
W/H
WATER HEATE
INT.
INTERIOR
W.I.
WROUGHT MON
REVISIONS
REV, I DATE DESCRIPTION
Cqv CAF ZEPOYR"
PLAN's
� IS -3 s6 4�t
�3
q
v'v
� 0�r;"
SHEET #
INDEX OF DRAWINGS
DESCRIPTION
PG Cl-COVER PAGE
PG GN-GENERAL NOTES
PG 1 -FOUNDATION PLAN
PG IA -DOWEL PLAN
PG IB-LINTEL SCHEDULE
PG IBA -LINTEL LOADS
PG 2 -FIRST FLOOR PLAN
PG 3 -SECOND FLOOR PLAN
PG 4D-FRONT & REAR ELEVATION 'D"
PG 5D-LEFT & RIGHT ELEVATION "D"
PG 6-FRAMING PLAN ELEVATION "D"
PG 7D-ROOF FRAMING PLAN ELEVATION "D"
PG 7.1-CONNECTOR SCHEDULE
PG 8- FIRST FLOOR ELECTRICAL PLAN
PG 9- SECOND FLOOR ELECTRICAL PLAN
PG 10-FIRST FLOOR MECHANICAL PLAN
PG If -SECOND FLOOR MECHANICAL PLAN
PG DI-MONOLOTHIC FOUNDATION DETAILS/SECTIONS
PG D2-MISC. DETAILS
PG D3-MONOLOTH1C I -STORY WALL SECTIONS & NOTES
PG D4-MONOLOTHIC 2-STORY WALL SECTIONS 8c NOTES
PG D5-MISC. DETAILS
PG D6-PRODUCT APPROVAL LISTING
PG WAI-WALL ASSEMBLY DETAILS
PG WA2-WALL ASSEMBLY DETAILS
PG WA3-WALL ASSEMBLY DETAILS
PG WA4-WALL ASSEMBLY DETAILS
PG WA5-WALL ASSEMBLY DETAILS WINDOW FLASHING
PG WA6-WALL ASSEMBLY DETAILS SUB BAND I
Des
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L441N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
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PAGE
150 MPH EXP.
VA—Tij 11/10/17
INICALM 1/4"=l'-O"
ci
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR� ffN
EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS;
A. FLOORUFVELOADS R301.5 (PSF)
1. SLEEPING ROOMS 30
11. ATTICS N STORAGE 20
111. ATTICS W/OUT STORAGE 10
IV, POOLROOMS 75
V. BALCONIES AND DECKS 40
VI. STAIRS 40
VII. ALL OTHER ROOMS 40
B, FLOOR DEAD LOADS R301.4 15 (PSF)
C. ROOF LIVE LOADS R301.6
1. -MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR STH ED11ION (2014)
D. ROOF DEAD LOAD . (PSF)
I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10)
11. CONCRETETILES 25 (TCOL 15 & BCDL 10)
E. WIND LOAD CRITERIA
1. BASIC WIND SPEED VULT-150 MPK VASD=il6 MPH
II. EXPOSURE CATEGORY B
111. WIND DIRECTIONALITY FACTOR (KD) 0.85
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS ±0.18
V. RISK CATEGORY 11
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING
OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH
EDITION (2014),
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE
ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANWOR FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR310.1.2.
12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR310.1.3.
GAMGES AND CMPORTS
1. GARAGE DOOR
A. ENGINEERED FOR 150 MPH MIN, WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES
SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK,
OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014).
3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID
NON-METALUC CLASS OR CLASS I DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. PER FBCR 5TH EDITION (2014) R302.6 &TABLE R302 6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
AREA BY NOT LESS THAN % -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS TFIANI/�INCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
I . REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE
CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION,
3, RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON
AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED
OTHERWISE.
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING.
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED, (WHERE APPLICABLE)
9. EXCAVATIONS TO BE A MINIMUM OF 3- 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 NTH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING
JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
1 . ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C3a-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/..
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED NTH ADHESIVE TAPE.
8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
MASONRY
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH
PROVISIONS OF TMS 402 / ACI 530 1 ASCE 5.
2. CONCRETE MASONRY UNITS SHALL BE GRADE"IT TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-i 1 b, STANDARD
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF FYn = 1500
PSI.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
VARY BUT IT SHALL NOT BE LESS THAN % INCH AND NOT MORE THAN % INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1
FOR MORTAR JOINT THICKNESS TOLERANCES.
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2. OF THE FBCR 5TH EDITION (2014).
7. FILL CMU CELLS SOLID WITH GROU'r AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE
HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16"ON CENTER (MAX),
REINFORCING STEEL
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS,
ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
3. WELDED WIRE FABRIC SHALL BE 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 TFROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25'.
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25"WHEREVER POSSIBLE,
6, CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3'
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
1. #5, W31 OR D31 AND SMALLER 2'
C. CONCRETE NOT EXPOSED TO WEATHER ORIN CONTACT NTH GROUND:
1. #11 AND SMALLER Y.,
0. BEAMS, COLUMNS:
1. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS _1 w
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
TIMBER
I . ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
A, AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
1, NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
INATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (rPI-1-07)
1. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO.
Fb = 1,100 PSI Fv = 175 PSI E = 1,400,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. WMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 2' SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116' OSB EXPOSURE-1 OR 1/2' CDX PLYWOOD SHEATHING.
PROVIDE PANEL -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' COX PLYWOOD. &8' COX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CUPS
AT MID -SPAN FOR SPANS GREATER THAN 16"ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING
10. FLOOR SHEATHING SHALL BE APA RATED %"SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116'OSB EXPOSURE-1 OR 1/7 COX PLYWOOD SHEATHING.
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24* AND THE MINIMUM AREA SHALL BE 8 FT . SO.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
CONSTRUCTION,
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS,
CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN
ACCORDANCE WITH ANSI A58.1-1982,
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240.
17, THE CONNEC11ONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
18, ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSON'STRONG-TiE BY SIMPSON CO,, OR EQUAL. UNLESS
NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE
MANUFACTURER IN THE LATEST CATALOG.
19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12, OF THE FBCR 5TH EDITION (2014).
PLUMBING
I . SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX 'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM 3W PVC (SCHEDULE 40), INSULATED WITH/2' 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
EMRIOR FINISHES
1 . WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER
PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK,
WHERE APPUED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1 la &
ASTM-CIO63-12a.
3. LATH & ACCESORIES PER ASTM-C-1063-1 1A & R703.6.1 OF THE FBCR, 5TH EDITION (2014), ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT
LIMITED TO:
ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS
'L' FLASHING HORIZONTAL LATH AND PAPER DETAILS
PIPE PENETRATION DETAILS VENT PENETRATION DETAILS
WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS
CASING BEAD DETAILS DRIP EDGE DETAILS
CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS
WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PER ASTM-CIO63 - 11A AND R703.61 OF THE FBCR, 5TH EDITION (2014)
24TORY GYPSUM BOARD
UNDER STAIR PROTECTION.
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH 1/2"GYPSUM BOARD. FBCR R302.7.
CONTROL DATE: OZW17
A R C N IT EC T 8
6
m 1wn
G r abuslO..a.
L44i N. RONALD REAGAN BLVD.
LONGWOOD, FL 32760
PH: 407�-774W-6078
FAX: 407t74-4078
www.abdeslgngroup.cDm
fn
L AA #*. 00OF25A
ro,uiwiv. a 7,07%
SILVERADO
LOT 33
BLK 6
IPROJWT# 1
04128.000-03361
moDzu
4EHB
"2605-HAYDEN"
GAPtAGM BMWO:
LEFT
PAGM
GENERAL
NOTES
150 MPH EXP. B
ARCHn"r-im.
STATE OF FLOFM
r-mul"
]DATM 11/10/17
DCALZ- 1/4"=l'-O"
B*uc=
GN
r A R C N I T I C "T SN
N
- — —
— — — — — — — — — — — — —
4' CONC, REINF. W/ WxW
LUIAXLUIA WIM ON r.-MIL POLY-
ETHYLENE VAPOR RETARDER
ON WELL -COMPACTED CLEAN
FILL TERMITE TREATMENT SHALL
BE BORA-CARE--__�
2 _'Y -10'
22'
I
17'- 5"_
L
_J
L eTEN
L A5 11/2'
4' CONIC.
— — — — — — — —
2XI2 lo�l
vSLAB
2--
�.�7
3
T
S ue UP
TO 2ND rLR
9'- 4.
0"
EOLLARD
AS REQ. PER
BLDG. CODE PAD W/3--5 BARS
E.W. ON CHAIRS
4* PVC MIN� 3' COVER
CHASE
0
EXTEND
x x
Is
Is
_O�
4-
CONC.
SLAB
4�, -2'
(v
w
OL o,-o- gLEV.
-FF54. coNc. SL;iB
'01 RVIO
LL—ij
_j
&
T
I
L
I' PVC CHASE
FOR ELEC.TO
ISLAND
24'X24'Xl2 * CONIC.
FIAD W/3--5 BARS
EALJ. ON CHAIRS
MIN, 3' COVER
0'-0'ELEv_
\-FrIN. CONC.
L
2' VrR
�2
KITCWEN
SW ILI/
AUTO VENT
F&
21 VTW
2-
LAV� 1/24-2'
LLr
21 VTRl
w >' 112
-0
T� 4- r
To
MAIN
PLUMBING RISER
NOTE: ALL PVC PLUMBED TRAIcS ARE TO BE 'P' TYPE
WTYPE ARE PROHIBITED.
4' SECURE STRAP TO
CONC.
IN IN SLAB Wl _j UN T W1 121 *8411/4
/�4 F- 'WT MTL 5, UJ5
A/C
_j UNIT ROLL
L- —T ism STRAP OR EQUAL
1'- 4 12'-0*
SIMPSON M
10 -4' eL4" SECURE STRAP TO
CONC. CONC� W/ (2)-311r.IX2
3e -a,- SLAB TAP -CONS
24'X24'XI2'COWC.j_
PAD W/3--1 BARS
E.W ON CHAIR5 A/C CONNECTION
FOUNDATION PLAN MIN. 3' COVER
NOTES; (3 TYP.) TO PAD DETAIL
VERIFY CONDENSER PAD LOCATION WITH SITE PLAN NOTE: MAIN COND. DRAIN 3/4'01A.
FLOOR ELEVATIONS AT REQUIRED EGKESS DOOR SWALL OVER HEAD 0 12'FROM STRUCTURE
MEET PROVISION OF SECTION R3113.1 Or THE F5CR STH
EDITION (2014)
L.N" 77' rL.41—
PH: 407-774-6078
FAX: 407'774,4078
www.abdesigngroup M
AA #: 0003326 1
7
MGM a. 7.0
SILVERADO
LOT 33
BLK 6
04128.07-03361
wopmu
4EHB
"2605-HAYDEN"
GARAQZ 8WWG:
LEFT
PACM
FOUNDATION
PLAN
150 MPH EXP. B
A. JACPA
AR 93723
F'PRINT
DA,TM 111/10/17
SCAM- 1/4"=V-0"
DOWEL PLAN
A R C N I T E C T 3-1
6
iru .
Uwsi n
G r ZouslOv.nac.
AIN' RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngmp'com
AA M 0003325 J
POOR a. ZMN
SILVERADO
LOT 33
BLK 6
PROJZCT#
04128.000-03361
MODMXIC
4EHB
"2605-HAYDEN"
GAVtAQZ NVMG:
LEFT
PAGM
DOWEL
PLAN
150 MPH Exp. B
F-PRINT
DATM
OCALM 1/4"=V-0"
8DIMM
�. I A
a
BEDROOM #2
81-8* cca.
-0.
Fo
GARAG
(9 (2) B052-5H
LIVING
ROO
8'-8'CLG.
PATIO
r.o&s
DINING
ROOM
6'-O'CLG.
LL-
KITCHE
FLEX
FOYER
XO �J�
70LL-2 PORCH
-------------------- III K�
S------ ww ------------
8
LINTEL SCHEDULE
NOTE: THE LINTELS MATeE SUMSTITUTED WITH
LINTELS FROM ANOTHER MANUFACTURER AS
LONG AS THE LINTEL5 ARE OF EQUIVALENT OR
GREATER CAPACIT'T' THAN THE VALUES
5TATED
4C*WT-440W1@'r4LlNTEL SCHEDULE
LINTEL
NO.
LEWST44
TYPE
COMMENTS
L 1
ll'-4'
EF20-ISAT
L 2
4'-,'
8F8-B/IT
TTOM A'-&)' AFF
L 3
T-1.
&-IV.-Ts/TT
L 4
11-1.
BF24-11BIAT
L 5
4'-&'
BF16-015AT
L
Sri&-IB/JT
Ll
51-10,
_. M
9FIr.-OBAT
=BFlr.-IB/IT
(NOT USED)
ll'-4'
.,._,./,T
--'N
rA It C N I T I C T 5
— Nesimm
FAK 407-7744078
www.ab(l'esigngroup.com
AA #: 0003325
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I
reummm a. Zop�
SILVERADO
LOT 33
BLK 6
04128.001-03361
MODMIA
4EHB
"2605-HAYDEN"
GARAGN BWXNG:
LEFT
PAGIC:
LINTEL
SCHEDULE
150 MPH EXP. B
ARCHITECT'
STATE OF FLORIDA
TOM
ZIA7M 11/10/17
8CAl.ft 1/4"=l'—O"
alimm
IB
IIIIN
5AFE LOAD T,45LES
FOR GRAVITY, UPLIFT 4 LATERAL L0,406
5' PRE046T 4 PRESTRESSED U-LINTELS
4^mr-4011114"
GfRAVIT�'
�L:ENGTH�TYF�E
OB
SFS�015
ZF!2�05
0-16�00
3F20-9)n
3F24-08
�1726-012
N-32-08
aFa-15
EF12-15
MC.-IB
OF20-15
SF24-IB
aF25-15
SF32-15
2'-10'(34') PRECAST
2302
31(.r.
4413
605S
752r.
W04
10412
IIS3&
3166
4413
6031B,
1526
SW4
10412
IIS36
3'-ro' (42') PRECAST
2302
BIBS
3311
46013
6001
1315
$630
IBS41
31(0r�
4413
r. 0 3S
152e,
W04
10412
111336
4'-0'(4V) PRECAST
202
2325
24S&
3461
4438
B410
6384
1358
2646
4413
(.035
1526
SM4
10412
11%36
4'-ro' (54') PRECAST
Iro5l
1161
1513
2657
3403
4145
46Sr.
56,44
2119)
4021
6031b
152r.
W04
10412
S668
5'-4" (roW) PRECAST
1184
1223
1301
L805
2311
2826
3339,
3846
16,65
2WS
5051
60S6
5400
6424
1450
5'- 10'('10') PRECAST
CJ12
10M
105-3
14-14
IWS
2304
2121
3131
14513
2464
4144
54SO
4431
52W
6122
PRECAST
1531
1255
2101
32CP3
214r.
3358
31371
4585
1255
2101
33S&__
--52&0 _
1134
SSS5
9,9W
OBV)PRECAST
lrol
102S
1615
2385
ISS4
243S
289*
3333
102S
1615
2610
3831B
55`36
6613
5047
.3'-4' (112') PRECAST
513
9,32
104S
14&S
1210
1482
1154
2021
76a
1212
1518
2544
3465
4030
312-1
10'-ro'(12ro') PRECAST
4 5&
4S2
802
1125
S15
1122
1326
1535
r &58
1025
514
2081
2-1-14
3130
2404
ll'-4* (13ro') PRECAST
445
5W
S35
13915
1854
2355
1153
2015
5W
sarp
1365
1854
2441
3155
4044
12'-0'(144*) PRECAST
414
545
864
1254
Irbat
2014
1510
Isis
555
864
12�,4
lr.S3
2211
1 2832
35130
13'-4" (100') PRECAST
3iS2
421
129,
1026
13BI
1635
1 1224
1416
485
148
1010
1438
1855
2343
2520
14'-0'(Iro8') PRECAST
33a
361
645
sm
IIW_
1462
1081
1260
455
-100
1003
1335
1714
2153
2(.66
PRESTRE681ED
N.R.
NR
NR
NIR
NR
NR
NR
NIR
465
165
1310
2045
2610
3195
3165
V-4'(184') PRESTRESSED
N.R.
NIR
NR
NIR
NR
NR
NR
NR
420
&S5
1250
195�
2310
28W
3410
II'-4'(208')PRE6TRESSE0
N.R.
NR
NR
NR
NR
NR
NR
NR
310
530
-350
1400
1800
2200
2600
IV-4'(232') PRE5TRESSED
NR,
NR
NR
NR
NR
NR
NR
NR
240
400
150
IOW
1400
1120
2030
2I'-4'(25&')F1RE5TRE55ED
N.F;Z,
NR
NR
NR
NR
NR
NR
NR
IS3
330
&10
S40
1340
1-180
2110
22'-V(2(o4')F`RIE5TRESSED
N.R.
1
NR
NR
NR
NR
NR
NR
NR
1&0
300
511R_
810
1250
Irr.0
ISIO
24'-Or288') PRESTRE55ED
N.R.
I
NR
NR
NR
NR
NR
NR
NR
F 130
240
41�
120
1030
1350
1610
MATERIAL&
1. F'c precast lintels . 3500 PSI.
2. F'r- prestressed lintel5 - 6000 psi,
3, f'c grout - 3000 psi w/ maximum 3/5' aggregate.
4� Concrete masonry units (CMU) per A5TM CS0 w/
minimum net area compressive strength = IS00 Psi.
5. Ralbar provided in precast lintel per A5TM A&IE, GR60.
Field rebar per ASTM 4615 GR40 or GIR&O.
(o. Prestress1mg strand per A6TM A416 grade
2-10 low relaxation.
I� -1/32 wire per ASTM A510.
6. Mortar per ASTM C210 type M or S.
5' I=RECA6T 4 FRE57RESSED U-LINTELS
UFL
IFT
LATERAL
LENGTH-__ TYPE
SFO-11
5Fa-2TE__
I!4i
ttaSF20-IT
!ELZ
M6-2T
�F20-2
I
F4:: T
21
BP28-IT
IF213 27
OF32-IT
SF31 27
aus
SF5
2'-10'(34') PRECAST
212-1
le
' le
4101
5332
3
lall
S055
2021
2021
2,
2-12-1
21614
1114
3WI
51W
-
4L1
0
1630
�l
3'-(o' (42') PRECAST
2165
22Se
22.,
3260
4231
521113
6204
IIS2
12r,
1251
2 165
2215
21
3165
412 5
5� 1
5 O'l
6061
70,,
4'-0'(48') PRECAST
ISIS
1 W13
2832
3600
532
453 2
53S1
6245
153a
lala
IS25
2-150
3583
4422
5264
6110
(54'� PRECAST
1660
1162
2501
3251
4010
419,1
5525
121
121
1660
1105
2435
3111
3313
.
49,58
5406
5'-4' (ro4") PRECAST
1353-
1484
1
2110
2141
3315
4010
4648
505
I
505
13S3
1431
29*0
26-10
32S3
31320
7_413
5'-I0'(10N) PRECAST
1212'
12-12
1351
IWO
2"F,
3064
3665
4241
418
418
1212
1315
lair,
2441
3010
3583
4151
ro'-b'(16") PRECAST
1141-
1200
1133
2250
216-3
1 32W
3812
101
0&1
1141
1162
1664
2152
2103
1 321(,,
3152
(TIO') PRECAST
S51b.
S12
14*15
1914
2354
21SI
3240
5151
�W-
1025
14ror.
IWI
2351
2131
3245
13'-4' (112') PRECAST
Sol-
&12
wo
1269
1560
1652
2144
454
&30
WI
155
11-32
1550
11510
2211
2634
10'4o'(126') PRECAST
llr.-
41ba
ISB
1021
1261
14S&
1131
i1r.
r.11
103S
136S
1-111
2034
2356
ll'-4' (136") PRECAST
"C"
43S
C"B6
ae'B
1 1104
1305
1515
3( o3
666
535
905
12S5
15c35
1596
=,
12'-0*(144') PRECAST
601-
400
631
Vry
1001
Ila&
1312
340
41B4
=,,
486
ale
12015
1514
1-113S
-
2;;;
I3'-4'(Iro0') PRECAST
500-
340
532
696
"
13,31
1153
302
336
513
40S
652 .
1004
1361
163-1
185-1
14'-0'(Irb8') PRECAST
458-
316
4133
635
lie
-322
1065
28ro
3roOl
548
BIS
629
W2
1254
1561
1816
14'-&'(Ilr.*) PRESTRESSED
247'
2%r,
45S
551
-124
551
SSO
NR.
BE71
-
243
352
582
852
1156
14131
1142
V-4'(184') FIRESTRE86ED
228
21B
553
611
801
WS
NR.
32-1
-;2 -a
32S
_430
542
ISI
0.,2 -
-
laal
- 76=6
ll'-4' (20W)PRIESTRIES5150
188
23r.
361
4r.4
5al
610
114
NR.
2S5
- 188
21r.
4413
64S
814
1121
-738S
IS'-4'(252') PRESTRESSED
165
201
313
401
41B0
51S
r.911
N - R
204
-
Ir
,5
23J
3a3
550
139,
e4O
1160
21'-4' (25&')PRESTRES5ED
145
186
218
3r2ro
433
512
5so
N.R.
1-12
142
212
33r�
4-11_
635
&01
SSB
140
180
268
343
415
453
560
131
205
322
451
C101
III
S41
24'-0'(288') PRESTRESSED
121
Ilb!5
244
]W
312
300
441
515
124
186
4�08
53S
&SO
83-
GENERAL NOTE5
-REDUCE VALLE BY 25% FOR r.RADE 40 FIELD RESAR
0' FRECAST W1 2' RECESS DOOR U-LINTEL5
GRAVIT�'
LENGTH TYPE
RLI,
OW6 .00
SPRIPro-IS
OW10-015
SWIC-18
OW14-OB
OW14-IS
SWIS-0e
SWID-15
ORF22-019
MF22-18
ORP26-08
SW26-0,
OW30-05
4'-4* (52') PRECAST
1551
3OS3
2W2
aS54
4WS
5W4
6880
148%
1821
3412
4W2
6412
T541
S416
10818
41-&' (541) PRECAST
i3ri
144t
2182
2114
3600
4481
5315
6264
1102
3412
4SS2
6412
'1941
S416,
1081a
r5'-13' (68')PRECAST
532
1602
1550
2056
25rr.
3015
3585
185
IIP13
21r.2
40-14
6412
051r.
5614
6835
PRECAST
139
lis
f500
144S
lIZ24
2400
2810
3352
1103
2051
Bell
6412
6516
5450
6411
ro'-V (80')PRECAST
S22
WI
1611
2S33
2516
3223
3812
4522
501
1611
21333
4100
6130
Bill
6101
71'-W (130') PRECAST
161
131-1
2252
1 J58
2451
21B44
343S
&(.5
164
1311
232S
360S
54S2
6624
132
V-V (Ilro') PRECAST
311
420
034
1253
1011
1342
1614
1
5.35
S28
r 1431
r 211S
2&IB
35S5
2615
5' PRECAST W1 2' RECESS DOOR U-LINTELS
UFL FT
ATERAL
E STH TYPE
8RF* -IT
-IT
SWIC-IT
OFF14-IT
OW184TIM-22-IT
8FM9ITj8W30-1T
s
-2T
SWIV-2T
9SP14-2T
84*18-2T
5W22-2T
'T_'T 21
ORF26-27
SM:30-21
4'-4' (E,2') PRECAST
1244
'�44
1513
2413
3260
4112
4 1
4S&l
5825
32
"44
1244
R124
1511
233S
3110
4006
0
4850
(.S&
4'-(o' (54') PRECAST
11W
"W
1501
2311
3121
3-B31
415,i�
4 6
55-11
853
1
IIS2
1' 2
1455
2240
303r.
3831
4643
4 4 3
5453
653
S'-V (OW)PRECAST
-324-
1112
IIS5
2423
3055
B&SS
4325
501
S24
1132
1141
2351
2SIS
3603
L
-4-2-3-0-1
501
5'-10'(10') PRECAST
as&'
1138
1142
2352
2%65
35 81
4198
46S
8156
10515
I&W
2288
28V
34SI
410( .
46S
ro'-8' (60')PRECA5T
Ila
882
1513
2042
25-13
319>1
36,42
Ila
S56
1468
ISal
250S
3035
-
1563
'11-io' (JV)PRECAST
r."
Will
1325
1810
22W
2,153
322*1
__
-110
S41
&88
84S
1302
1162
2 5
2(
'W
-
3151
S'-V (116'� PRECAST
533-
433
we
1 11113
1 1413
1104
ISS5
614
533
521
i -
I i3rs
I ii2a
1 2088
.
2450
516
-REDUCE VALUE BY 15% FOR (3RADE 40 FIELD REEAR
�S REBAR AT TOP
MIN ' (1) REQ'D
4 4
1-1/2' CLEAR
TYPE
DE51GNATION
F - FILLED WITH GROUT / U = UNFILLED
i-u
FQUANTITY OF $5 REBAR AT
BOTTOM OF LINTEL CAVITY
z
V '4 'A
0
9
_C.ROUT
aF I (o 15/1T
z
�i�-
-
S REIBAR AT BOTTOM
L
0
OF LINTEL CAVITY
NOMINAL WIDTH
NOMINAL HEIGHT-]
QUANTITY OF 15
F;E�BARAT TOY'
)II-5/e'ACTUALI
BOTTOM REINFORCING
PROVIDED IN LINTEL
6"NOMINAL WIDTH
(VARIES)
5AFE LOAD TABLE NOTE5
1. Provide full mortar head and bad joint&,
2. Shore filled lintals as required.
3. Installation of lintel must comply with the architectural andlor structural drawings.
4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate
vertical call reinforcing and grouting.
5. All lintels meet or exceed L/39,0 vertical deflection, except Itntels 1'1'-4' and
longer with a nominal height of Vmeet or exceed L/180.
(o. Bottom field added relbar to be located at the bottom or the lintel cavity.
1. -1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
a. Cast -In -place concrete may be provided in composite lintel in lieu of concrete masonry units.
S. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
1� All values based on minimum 4' bearinq. Exception: Safe loads for unfilled
lintels must be reduced by 20% If bearinp length is less than (o-112'.
Safe loads for all recessed lintel& baseJ on a' nominal bearing.
2. N.R. = Not Rated,
3. Safe loads are total superimposed allowable load on the section specified.
4. Safe loads based on grade 40 or grade 60 field rebar.
5. Additional lateral load capacity can be obtained by the clesignasr by providing
addlonal reinforced masonry above the precast lintel,
One 01 rel:�ar may be substituted For two 05 rebars in S' lintals only.
I� Thes designer may evaluate concentrated loads from the safe load tables by
calculating the maximum resisting moment and shear at d-away From the Face of support,
8. For composite linte heights not shown, use safe load from next lower height.
,B, All safe loads In uri�ts of pounds per linear Foot.
A R C H I T I C T 3-1
Desl'-dn
G r Mou 90F. Z.
41N - RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
FAX- 407-774-4078
www.abdeslgngroup.com
AA #: 0003325
O'EmBDIV. 89 L01.1
SILVERADO
LOT 33
BLK 6
]PROJIM
04128.601-03361
IWDZIf,
4EHB
"2605-HAYDEN"
GARAGE! B'WMG.
LEFT
PA011h
SAFE LOAD
TABLES
150 MPH EXP. Bj
ARCHn'ECT:
STATE Of FLORIDA
F-IPRERT -1
Z,AM 11/10/17
SCALM 1/4"=V-0"
DEC=
1B.1
313, - a,
L 2 -l'- 1 - I 1 101-01 '2'-l' 1,
OVERHANG PATI
61 i OF ROOF
lj� ABOVE
10'-2'
in 11 1101 Do I I 1 0 1 1 11 1 11 loll 1 1101
.1 4
EGRESS 3052-SH
LIVING DINING
BEffi M ROO ROOM
#2
-6 CLG. 8'-S'CLG.
12'-a' 2'1 -
3'-&-
r
C.Iv.
A
(B� 0
0--
V. C. 9
zo FAA%'
LAV,
L5W UP r i
IR R13A
T 2
S'-S'CLG 2 IE00
_L_
LAI.
KITCHE
8'-S* CLG.
LB,LU' 4W* H. HALF T
LL Wl CAP 2'- 5' 3' �O
HE, STORrl
SLOPED CLG,
STAIR DAT4� SH
Irb RISERS 0 1-54'
15 TREADS 0 10'
A Rf--R
.1, NOSING IV- —1
WILLARD
AS REQ. 2P-4' E oll a
�!" 4'-
PER BLDG.
CODE
GARAG
FOYE FLEX
Ogle Lu/
10' TRAN&'�T
7
CIE)
---- --- ----------
a
PoRc
&,-a, CLG.
------ --------------
11-11,
1-4" 101-01,
20'-4'
FIRST FLOOR PLAN
NOTEi
-2-a LOUv. DOOR Wl AIR HANDLER ON METAL STAND OR 2-a SOLID
DOOR LU/ RETURN PLENUM AND RETURN AIR GRILLE,
VERIFY CONDENSER PAD LOCATION WITHSITE PLAN.
FRONT DOOR A55EM5LY TO BE TWERM4-TRU FIBERGLASS DOOR UJ/
TRANSOM (SINGLE A5SEMIBLY�
-20 MIN. FIRE RATED DOOR TO BE EQUIPPED UP SELF-CLOSIN63 DEVICE
PER SECTION P-5025.1 OF THE PBCR rpT�4 EDITION (2014)
EXTERIOR MASONRY
WALL BRG. HEIGHTS
a,.a, EIRG.
LOAD BIIW.. LUALL
UN.O. ON PLANS
SQ.FT.
CAM'S
IST FLIP LIvIW.
1104 SQ. FT.
2ND FLP- LIvW.
15,01 SQ� FT.
TOTAL LIVW.
2605 SQ. FT.
C�41RAGE
431 SQ. FT,
PoRclw
III SQ, F .
TOTAL
3153 80. FT.
""T"
�80 So. FT.
TOP
PLATE
(�)BAR DETAIL
SCALE: 1/2*-l'-O'
i�
OOMPOWIT AM MOM
WIND LOAM
BW WIND EMW
FOR 3 SEMID
Q=
Opom
SOIJARE
zm
WIN WIND ft
m3wo
AND M
FOOTAGE
MIN. WINDOW
10
5
25/-33
CRITERIA
EXTERIOR 5WIW3
IS
5
24/-31
DR. MIN. CRITERIA
SGD. MIN.
41
5
23/-2S
CRITERIA
I
I
16010 O.H.D.
1 112
1 r,
21/-25
BASIC WIND SPEED MPH 150 (Vult) INTERNAL
PRESSURE COEFFICENT = 0.18 BLDG. CAT,=Il,
EXP—B, MEAN ROOF HT. = 23'-0"
PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF
THE FBCR 5th EDITION (2014) TO MEET 7W= ALLOWABLE
OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT
MANUFACTURER. CONTROL DATE
F"A R C N I T I C T 3
G r ZMsign
ousp0l!
i"I N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup,com
%. AA #-. 0003325 j
IN
oumzv. at z1oln
SILVERADO
LOT 33
BLK 6
PMJWT#
04128.000-03361
molDm
4EHI3
"2605-HAYDEN"
GAP.AGM B'WD90:
LEFT
PAGIM
FIRST
FLOOR
PLAN
150 MPH EXP. B
—'"%rA III C N I T E C T 3%
14
WANDRAIL a 36'
LIJ/ 2X4 RE-IWOR
THE CLEAR SPACE BETWEEN
THE HANDRAIL AND THE WALL
SHALL BE NO LESS THAN 1 1/2'
AS PER FBCR P-3111 . 6.2
NOTE:
1. PANDRAILS SHALL PAvE EITHER A CIRCULAR CROSS SECTIC
DIAMETER OF li't 2' OR A NONCIRCULAR CROSS SECTION WITH
PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 9
A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'
SHALL HAVE A MINIMUM RADIUS Or 1/0'.
2. TH15 RAILING SYSTEM 15 DESICNIED TO RESIST A LOAD OF 5
FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN At,
DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATIO�
SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM
STRESSES- PER SECTION 16015,1 / F.B.C. 2014
@HHANDRAIL DETAIL
B
,PETAIL
Sr
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SCA /4 -c �11
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CHASE
DBL STUD
2'- j4'-
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-8"'
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CHASE 6-O'CL5.
DeL STUD
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LL-L-i
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0 pt) T l>PT' DN.
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STAIR DATA
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15 TREADS 0 10'
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0 -0� '-2'
SECOND FLOOR PLAN
NOTE:
42' W. 14ALF WALL
2-8 LOUV� DOOR Ull AIR WANDLER ON METAL STAND OR 2-8 SOLID
W/ CAP
DOOR W1 RETURN PLENUM AND RETURN AIR GRILLE
(2 � LAYERS OF: 3/4' PLYWOOD
SEOJRE TREADS TO STRIW.ER
3/4'T40 SUB FLOOR
OR (2) LAYERS OF 3/4' SUB
W'(5ft ,, 51-FMLUS - EA
AHU
GLAIED 4 SCREWED
FLOOR MATERIAL RIPS r�/
STRW.AR, LINTWRIEADrD $HANK,
PER FASTENER
SOLID MAILIW.
TO EXTEND BEYOND YW,_8S
SCHEDULE
OF SUIB�FLOCR SHEATHING.
IV-0 3/4'2ND FIN. FLR.
a, -a, SlRa WGT,
—PRE-ENG.
FLP- TRUSSES
NOTE,
STAIRS RISERS TO CONFORM TO P&CR 5TM
/4'KICK
42' W. 1/2
WALL
EDITION (2014
PLATE
11 MAX.
W1
MN. TREAD 10- MAX. RISER;,lA3,/>4' 311r.
MAY- VARIATION IN RISERS/T 5
STAIR DATA�
ISR 4D 7.S4'
10
CAP
ADJACENT TO EACH OT14ER 3;8 115
�Tt"IL
TREADS a
VARIATION IN ANY RISERITRE 110'-
CROSS SECTION DIA TO BE 13/4'
1' N0S NG
�IRCULAR
1/4' OR PROVIDE EQUIVALENT
GRASPAISILITY WNDEIRS- MIN. &'WIDE -
NARROW END HIM. II* WIDTH - 12'PROM
STOR.
NARROW END 34'MIKL HANDRAIL W.T.
34.12 SYP STRIW.ER
RENFORCED WX4 SFIF
I
NOTE,
ENCL08ED ACCESSIBLE SPACE UNI:>ER
W/CONT BEAD OF
SUB-rLCOR ADHESIVE
STAIRS SHALL WAVE WALL$, UNDER STAIR
FL-400 OR SrMILARE 0
SURFACE AND ANY SOFFITS PROTECTED ON
EA HORIZONTAL
THE ENCLOSED SIDE WITH 1/2'GYPSUM
BOARD5� FISCR 302.6�
2 X 4 RE-INFORCING.
09,
—4
EA. 2 X 12 STRINGER
SECURE WA2ci OC.
2X4 ATTACHED W/ TO
STAIR DETAIL
MASONRY MAIL$ - 2X4 RT,
SLEEPER INTO SLAB WITHIN S'
�'Aill
OF EACH END, 32' O.C. MAX.
—Desim
PH: 407-774-607
'fS
78
FAX- 407-7744C Sj
www.ab esigngroup.com
5
AAd#(. 0003325
SILVERADO
LOT 33
BLK 6
Pxon=T#
04128.000-03361
XMIDMIA
4EHB
"2605-HAYI)EN"
GAItAGM BWMWG*
LEFT
PAGIC:
SECOND
FLOOR
PLAN
150 MPH EXP. B
5TD, CALC5 - OFF -RIDGE VENT5 ONL
AREAOFATTIC
1565 SQ. FT.
NET FREE VENTILATION AREA REQUIRED
11300
REQUIRED VENTILATION AREA
1585/300
5.28
VENTILATION AREA X SQ. INCHES PER FT. (144)
760.8 SM IN.
MIN. REQUIRED VENTILATION
.5X 760.8
IN UPPER PORTION OF ATTIC
380.4 SO. IN.
OFF RIDGE VENTILATION AREA
115 SQ, IN, PER VENT
38D.4 /115
TOTAL# OF VENTS REQUIRED
a. 30783
TOTAL # OF VENTS PROVIDED
4
'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG
JEXTERIOR OF WALL TO EXTERIOR OF VVAlL_
NO OVERHANGS INCLUDED)
1/8' THROW, 3 C-OAT CEMENT
PLASTER OVER GRADE -D'
PELT PAPER BAC.K MIETAL LATM
OVER APPROVED HOUSE UIRAP
OR GRADE 'D* FELT PAPER
4'x4' GALV. 'L*.TYPE
PLASWIW. eeT IN
'WoFrw
CEMENT
FIBERGLASS SHINGLES OVER '30-
L E 6 ERI
-0
Sr
V 2xb LEDGER SECURED
2 XS V��
A L
FELT PAPER ON 1/16' OAa
a
LU/ 1/4' x 4' LAG BOLT
4 LAGR,
C X
SHEATHING. OR 112' COX
0
LV'/�D
LUI 2' DIA WASHER
P
PLYWOOD SECURED PER
E E
V MAX
2 r
24' OZ. MAX
NAILING SCHEDULE
L E
LSU-26--
4 _L2_
4_L2_
2xr, RAMR6
.81-8* emr� W.T.
LU626 W1 (4) htds—
To LEDGER AND' (2)
To 2.6 JOIST
2X& LIEDGER Wl 1/2'xO' -
THRIEADE ROD S2� O,=
MAX. SET W P�V.C.
4 SIM '
2 -0"
X ,
HIC04 STRENGTH EXPDXY
r
' . MIN EMSED.
1/2'TWICK� 2 COAT CEMENT
PLASTER A PPLIr
=D
DIRECTLY TO MASONRY
R 0 0 F @ S. G. D.
WALE: 1/2' - 1'-0'
-/-2l'--1 1/4' 5RG, HIGT
FYPON Ir.'X4&'
12
DECORATIVE 6HEATHINC. TO LAP
SHUTTER OR FRAt'�E TO GA5LE
EQUIVALENT CONNECTION 12' r'IIN—
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BAND
7A
A
W-0 3/4' 2ND FL
51W.. HST
FYPON lWXr.2'
I IrT
DECORATIVE
51-UTTER OR
ECUVALENT
:it
4'IRA15ED
ttfm,
0'
BAND
cl
t-11N.
V-15, BRG.
-A
_lB
w
F:7
6' RAISED ----------
BAND
71 1
COACH LIGHT
_v FIN _Lp
FRONT ELEVATION
TEXTURED FINISH
so
SHINGLE
ROOF
FYFON 16'X48'
,---DECORATIVE
SHUTTER OR
EOUIVALENT
3/4' 2ND FLR.
FYPON
I �14 4 A� 5K7 IXIl OR
FAff EQU;VALENT
TYP,
�J&-o 3/4*-2-ND FIN. FLR.
70
I
Mrall
E::� _*,�_��
OFF RIDGE VENT OFF RIDGE VENT
12
W-0 3/4' 2ND FLR--- 3/4' 2ND FLR - ------
BRI.. WGT. _BRG. W.T.
A5
0 � 5
A 2'_O
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0'-& FIN FLR_ FlNrLRREAR ELEVATION
TEXTURED FIN154-4
RA15ED
BAND (TYF`d
TYP
4'RAISED
_15AND (TYP.)
8' RAISED
BAND (TYP.)
- 0'. PIN. FLR.
--'IN
rA R C H I T E C T 8
— DMesign
LPH: 407-
FAX: 407-7744078
www.al>designgroup.com
AA #-. 0003325 1
III
-17
"BUNDIV. & I.E.
SILVERADO
LOT 33
BLK 6
IPROJWT#
04128.000-03361
MOT%=,
4EHB
2605—HAYDEN
GARAGM 11511111WO:
LEFT
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REAR
ELEV. "D"
150 MPH gp. B
LEFT ELEVATION
TEXTURED FINISH
12
OFF RlD6E VENT
FRAME DOLLIN
FORFYPON
5KTIIXll OR
EQUIvALENT
IV-0 3/4' 2ND FLR- 5/4'-2ND FLR -- ------
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0
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4
10- .0 31,V 2NID FIN rLR,� IV-0 3/4' 2ND FIN. FLR.
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RIGHT ELEVATION
TEXTURED FINISH
A R C N I T E C T 3�
6
Des'
, pin
G r ZOO. !
1441 N. RONALD REAGAN BLVD.
LONGWOOD . FL32750
PH: 407-774-6078
FAX: 407-774,4078
...�".Igngroupxom
AA #: 0003325
!R
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LOT 33
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04128.000-03361
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PAGIM
LEFT &
RIGHT
ELEV. "D"
150 MPH EXP. Boo,
rACRA
3
_j
F—FRDrr
DATJ& 11/10/17
SCALM 1/4"=l'—O"
919MMT
�. 5
BRACING LEGEND
EXTERIOR GABLE TO BE
BRACED W12X4 BLOCKIW.
O.C, BETWEEN TOP CWORD
72-)-<4 SYP 02 X-BRACING.
REFER TO DETAIL S/05 FOR
BRACING REMIREMENT5
FASTEN 2X4 ST'f- -2 OR S"
237333� BEVEL CUT TO TRU56 TOF-
L;HCqia:? W/10cl x 3' NAILS
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NOTE:
REFER TO TRUSS I'FR'S SIGNED 4
SEALED DRAWINGS FOR WEB
BRACING LOCATION, SIZE 4
REOUIRED FASTENERS.
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1441 N. RONALD REAGAN BLVD.
LONGWOOD FL32750
PH: 407.7i4-6078
FA)C- 407-7744078
www.abdesigngroup.com
AA #'. 0003325
SILVERADO
LOT 33
BLK 6
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04128.000-03361
MID
4EHI3
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REFER TO DETAIL S/D5 FOR
BRACING REQUIREMENTS
FASTEN 2X4 5YP -2 OR SPIF
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W O.C. STAGGERED
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REFER TO TRUSS MFIR'S SIGNED 4
SEALED DRAWING$ FOR LUE5
BRACING LOCATION, SIZE 4 M
REQUIRED FASTENERS,
—[I r 11 11 EJ'lIj 11 11-1 11 11 11 11 11 Cil
Cil Ll
CJ3 CJ3
CJ5 C.15
TRJ65 TO 4X4 TRU55(TO 4X4
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POST TO BLK- LK-
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1441 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-7744078
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SIMPSON
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DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
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META-16
1450
WTA 16 - 18
1625
(8) Iccl 1 1/2' I -PLY, (b) *d 2-PLY, (USP; (10) 10d X 1 1/2' - NO 166 OPTION)
(2) META-16
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(2) HTA 16 -IS
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(10) 10d 1 1/2' I -PLY, (USPs (10) 10d . 11/2')
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(2) kTA-20
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(10) Ifti . 1 1/2' 1-1-LY USP, (10) loci x 11/2'
2500
(12) I&d 2-PLY (USP� NO I&CI OPTION)
0
LGT_2
2150
LUGT-2
550
(1) - 114- . 2 1/4' TITEN, 2 (USP: BLK (5) 1/4' W5, WCOD (16) 10,d
V)
DETAL-20
24W
DHTA-20
2430
(18) - 10d x 1 1/2,1 PLY
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4115
(1) 5/8'A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (Usp� (28) Iod TO WOOD)
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W.T-3
10530
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(2) 3/4'A.T.R. IN WIG14 STRENGTH EPDXY (MIN. 12' EMBED), (16) Od TO WOOD (USPt WOOD (S) loci)
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27)
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MTW 12
IIS5
(14� 10d x 1 1/2* (USP, (14) 10d x 1 1/2', (14) 10d)
HTS-19,
]ISO
wTw 16
1260
(16) 10d x 1 1/2' (USP, (16) lo'cl . 1 1/2', (16) loci)
WTS-20
1450
WTW 20
1530
(24� 10.1 x 11/2' (USP� (24) Wd . 1 1/2', (20) 10d)
HTS-24
1450
WTW 24
1530
(24) 10d x 1 1/2' (U5P; (24) 10ci x 1 1/2', (20) 10d)
LSTA42
S25
LSTA 12
S30
(10� lod USP, (10) lod
LSTA-18
1235
LSTA 18
1235
(14) 10di U&P: (14) 101d
MSTA-10
135
MSTA-10
1310
(14) 10�1 USP: (14) 10d
MSTA-24
1640
MSTA-24
1640
(16) lod USP; (1a) lod
CL
MSTA-30
2050
MSTA-30
2065
(22) 106 USP; (22) lod
<
ry
MSTA-36
2050
MSTA-36
2065
(26) lold USP: (26) 10d
I—
MSTI-36
-�STI-48
3000
KSTI 236
3aw
(36) 10d . 1 1/2* USP: (36) 10d x 1 1/2'
5065
KTSI 249
5140
(4S) 0d x 1 1/2' USP: (48) 10d x 11/2'
W6
S50
LFTA ( .
1210
(8) Bet TO PLATES, (0) ad TO STUDS (USP, (16) ad 1 1/2 " (16) S.0
SP4
OW,
SPT A
545
(b) lod x 1 1/2' TO STUDS USP: (( ) 10d 1 1/2' TO STUDS
A34
3S5
MP 34
3W
(4) ad . 1 1/2' TO BEAM, (4) ad . 1 1/2' TO F`05T� USP: (4) ad x 1 1/2' TO SEAM, (4) ad x 1 1/2' TO POST.
HCP2
645
14WCP 2
am
(12) 10d x 1 1/2' USP: (10) 10d x 1 1/2' TO TRUSS, (10) 1" X 1 112' TO PLATE
HIOA
1140
RT 16A
13W
66) 1" x 1 1/2' USP: (S) lod . 1 1/2' TO TRUSS, (8) 10d X 1 1/2' TO PLATE
VGT 4 W1':>U4
4-340
PHD 4A
5215
(16).SDS 1/4'x3' TO WOOD, (10)-SDS 1/4'x2 1/2* tU/ THREADED ROD, (2) NUTSAI)ABWEIR/2 FLY
LISP: 5/8' ATR MIN. I' EMBED SET IN HIGH STRENGTH EPDXY. (10) W53 WOOD SCREW5
VGT 4 WD15
4S40
TDX 10
10140
1/4*x3' TO WOOD, e30-314', STUD BOLTS W1 THREADED ROD, (2) NUTSA"SWERAPLY
USP-. 1/6' ATR MIN. 1- EMBED SET N HIGH STRENGTH EPDXY, (4) 1/0' THRU-BOLTS
ABU 44Z
2200
&&&S
PAU 44
25a5
6115
(1) 5/8'A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN CONC, (12) *d TO WOOD USP: SAME AS SIMPSON
ABU 66Z
2300
12000
PAU (.r,
23W
ir.005
(1) 5/S' AT.R. IN HIGH STRENGTH EPDXY, (MlN. -I' EMBED.) IN CONC., (12)16,1 TO WOOD USP: SAME AS SIMPSON
V)
LTTIS ...
1340
LTS IS
1205
(1) 3/4' A.T.R. IN HIGH STRENGTH Epoxy, (MIN. -I- EMBED.) IN coNc. (aAod To WOOD USP. SAME AS SIMPSON
0
LTT20B ...
1500
LTS 205
1105
(1) 1/2' ATR_ IN HIGH STRENGTH EPDXY, (MIN. I - EMBED.) IN CZWC (10A0.1 TO WOOD
USP; 3/4' ATR MIN I'EMISED SET IN WIC-d-I STRENGTH EPDXY, (10) 1" � 1 1/2%2-1,12'
z
WTT4
4455
WTT45
4160
WS/8'A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1'EMBErQ IN CONC,, (1W SD-10 X I 1/2'(Uep� (20) I&d X 2-1/2'�
U&P WAS MORE NAIL OPTIONS: (20) Tod, (20) Od . 1-1/2', (20) I&d . 2 1/2'
WTTS
Dow
HTT45
5005
5/8'A.T.R. IN HIGH STRENGTH EPDXY (MIN. I'EMBED,) IN C.ONC (2 l6d X 2 1/2'(USP: (20)16d X 2-1/2')
USP WAS MORE NAIL OPTIONS: (28) 10d, (2b) tOd . 1-1/2', (20) I&d x Y 1/2
��DQII.509 2,5.
11010
UPWD 11
143S5
0) 1' AJA IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONIC, (24) eOS YW . 2h' WOOD SCfMtlJI0 (USP! (24) W53 WOOD SCREM)
WD.15
6645
TDX 10
10140
(1) 1/8' AB. IN WhSW STRENGTH EPDXY, (MIN. I' EMBED.) IN C4VNC, (3) 3/4' STUD 15OLTS TO WOOD (USP, (4) 1/5' BOLTS)
MISWA 356/11.25
3415
5330
NrM35Xl2U
2580
'1130
SIMPSONi (1) 3/4'AT.R. IN HIGH STRENGTH EPDXY, (MIN. &.1S'EMSEr.>MENT) IN CMIJ. TOP, (1) 3/4,
A.T.R. IN WIG44 STRENGTH EPDXY, (MIN.615' EMBEDr.IENT) IN CM.U. FACE, (I&Aod TO BEAM
USP.- (1) 1/2'J-BOLT W/ MINIMUM 6: EMBED- 4 NOT LESS THAN 4'FROM EDGE OF CONC W/!�/4* DIA ITW
=17DHEAD DYNA BOLT SLEEVE ANCHOR OR Ea LLV MIN, S' EMBED DEPTH INSTALLED IN T14E FACE.
J IST
Ld
0
WU5CA12 �WOOD)
3635
2660 (FLR)
HUS4121F
3060
2,110 (FLR)
(10) 16d TO HEADER, (10) I&d TO WOOD USP: SAME AS SIMPSON
3265 (ROOF)
3325 (ROOF)
<
WUC410 (CMU)
law
4S20
WD410 IF
1305
5000
(to) 1/4' x 2 -3/4' TITEN (S PER FLANGE) TO CMU, (10) k1d TO WOOD: (USP: (18) 1/4' x 3' UJS3 SWCREWS, (10) lod TO WOOD.
I USP (20) 3/16' TAPPERt (10) hod TO UOOD
HUC210-2 (CMU�
Is"
51085
14D210-21F
13M
50"
(16) 1/4' x 2 -3/4* TITEN (S PER FLANGE) 70 CM, (10) 10d TO WOOD: (USP: (18) 114' . 3' WS3 SCREWS, (10� Od TO WP=.
USP (20) 3/16' TAPPERt e 10) 10d TO WOOD
(CMU)
1 —
5005
WD210-311F
t3Or,
54*00
(18) 114' x 2 -3/4' TITEN 03 PER FLANGE) TO CP-W, (10) 104 TO WOOD, (USP: (18� 1/4' x 3' WS3 &CREUS, (10) Od TO Wom�
USP e2O) 3/16' TAPPERt (10) Iftl TO WOOD
SDS
1 1430
$555
LCAI-126-2
2125
91065
(4) 3/8' x 4' TITEN WD ANCHORS (2 PER FL AW.E) TO CMU, (4) 1/4' X 2 1/2 - SDS SCREW$ TO WOOD,
U$P (4 � 3/0' X 4' 11 EDGE 15OLT41 WS3 WOOD_ -CREWS
HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARC-141TECT/IENGINEER CIF RECORD FOR WRITTEN APPROVAL PRIORTO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
ANCHORING SYSTEMS.
WHERE ANCHOR EMBEDMENT 18 GREATER THAN I' DEEP, THE VERTICAL CELL IN CJ-W. WALL MUST BE FILLED SOLID ./ GROUT.
ZOcl COMMON NAIL$ C414 BE SUBSTITUTED WITH 10d x I 1/2'NAILS IN C4)NJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 1$ REQUIRED FOR THIS APPLICATION
IR TO INSTALLATION.
... MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5*, MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE I'
LAJ
0
AJR. . A-301 ALL THREAD Ror.> (sizE, PROTECTION TYPE, LENGTH, ETC. VARIES)
Z
BECAUSE OF THE WIDE VARIETY OF: MATERIALS, LOCATIONS, AND CONDITION5 THAT MAY AFFECT CONNECTORS, THE CC14TRACTOR MUST BE RESPONSIBLE FOR MAKIW. SURE TWAT T14E PROPER CORROSION PROTECTION
Is USED.
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTOR5, USE PASTENEFF45 GALVANIZED PER ASTM-AI53
USE OF EXPANSION ANCHORS WILL BE EvALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON SIMP50N 'WOOD CONSTRUCTION C:CNNECTOft C-C2VJT','i4IGW WIND-RES15TANT CONSTRUCTION F-C-WWRCAGI&, AND ANCHORING 4 FASTENING SY6TEMSFOR CONCRETE 4 MA50NRY
CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016-
HEADER SPAN CHART
SINGLE STORY APPLICATION
SIZE
CLEAR &PANI
DBL 2 . r.
UP TO S'-4'
0151- 2 x 8
5'-4' TO T-0"
05L. 2 x 10
1'-0' TO 10'-0'
OISL 2 x 12
10'-0' AND OVER
TWO STORY APPLICATION DOUN STAIRS
SIZE
CLEAR SPAN
D5L 2 x 6
UP TO V-0'
DBL 2 x &
5'-0* TO &'-4'
DBL 2 x
ro 1- 4' TO 8'� 0'
f
DEL 2 x 2
W-O' AND OVER
I
FRAMING NOTES:
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER $PAN (ft.)
UP TO
51-01 TO
81-0.
U.N.O.
4'-11 1/2'
1'-11 1/2'
AND UP
NUMBER OF HEADER STUDS
SUFF'ORTIN63 END OF HEADER
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
F( 2 Syp)
11-11161 0815
NAIL (3)12cl * O.C.
TYP. 2x12 BM.ZHDR.
1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O.
2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O:
TRUSS TO MABONRY/CONCRETE SHALL BE META-1ro
FLOOR TRUSS TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
END AND 32' ON CENTER ON JOIST5 PARALLEL TO WALL.
- TRUSS TO WOOD FRAMING SHALL BE MTS-12
3. TRU55 TO TFPU55 CONNECTIONS AND kANGERS SHALL BE DESIGNED AND SUPPLIED BY
TRUE76 MANUFACTURER.
4. REFER TO TRU56 MANUFACTURER'5 SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
PROFILE, AND 51ZE OF ROOr/rLOOR TRUSSES.
5. HEADER $PAN CHART 4 MINIMUM WALL 4 HEADER
STUD REQ. ARE STANDARD U.N.0 ON FRAMING PLAN
ro, MIN. 2X4 HIP CUT BLOC<ING SECURED W13-10d GUN NAILS OR 3-12d WAND DRIVES a EA.
END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU55 AS PER APA REQUIREMENTS.
'I. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRU567ES TO TOP OF TRUSS BEARING.
$.F1ROv1r_>E DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
COMPARTMENT PER E5TH ED. 2014 r5C RESIDENTIAL -SECTION R302.12.
13.REFER TO DETAIL ro SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL 6TRAPS 4
DETAILS.
A It C N I T E C T 5
6
Design
rouo
.a Group.n,-
Ai N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.ab esignigroup.com
AA #; 0003326
eB�UIWIV. Jk W74
SILVERADO
LOT 33
BLK 6
PADJWT#
04128.000-03361
MOD=
4EHB
"2605-HAYDEN"
GAPLAGM OWDM:
LEFT
PAGN:
CONNECTOR
SCHEDULE
150 MPH EXP. B
Al
F'PRINT
-DATM 11/10/17
DCAS.M 1/4"=f-O"
7. 1
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
125V OUTLET
20 AMP WNSILS POLE
IN&V OUTLET
-�M=)
110V OUTLET
W� `SWCCV1r4LE UPW
6pt
IWV OUTLET
Em W10000 FALL1
WMPWMW ffAMPM
220V ouTLrT
7418ET=!�' KN
PATI
- - - - - - - - - - - - - - Mr
wl
ZD SUTC14 T
�11 &WTCW 3-WAY OFEW-
GMTOW 44JAY OPEFt
PRE -WIRED �IVIN MG
CLG FAN ON
3:�- , PRE -WIRED
0, Vp
BEDROOM #2 CLG PAN
'o
WALL S=N=
7,
SWITCH IN
"ENT, Fm CA51NET
1 cw PER $a FT. OUTLET
limp
TO 2NII FL. FOR D�—
ey SWITCH LU
S/ 0
ymom BATH
FLUOW�—
AROLM
w
MUORESCANT
4- m.uowx� KITCHE
4'TRACK LIGWT
W14
PANEL W14 Pa. F
F-
to GARAGE
Siam METER -'R REr
DOL
__p
5.D, SMOKE l>EMCTOR
0 11 5CLLAR1 =E
AS REQ.
s,K,KE ��TOR ULmammm PER BLDG.
mmcm� CODE
8/Co sm 02 A DIST�
Or NOT LESS T� 4- PPE -WIRED
FIEND-T L�T CLG PAN
METER 1-- 7
. w
FIELD KEYLESS
CUTLET VERIFY
w
LOC. i FIXTURE
(L I FLEX
AR IGATION GFI FOYER
O—Nro'"--ct 0 U_ LET GARA/GE
4 4 '.
DOOR
PREWIRE
01�CT
F-1 GARAGE
ammm—w—mw — I —
TO we SUPPORTED N
ACCORD 5 W W.
J-eKo, MARKED Ab &�W Pa. FOR
ON*. CHIMES
To me supromm N PORC
I. AC—W� 0
MARKED AS, St"
SOPECTKN
- - - - - - - - - - - - - - - - - - - - - - - - -
F--] =—At> LIGHT
fts.-Wnm mR�ms
RMES:
LOCATION Or TV JACKS 4 F44ONE OUTLETS A
FANS To BE VERIFIED * WOMEOMER
FIRE -CONSTRUCTION I-EETIW., FIRST FLOOR ELECTRICAL PLAN
ALL SECEPTACLES IN ALL WAINTAIBLE
ROOM$ TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS Or FBCR STW
EDITI (2011
20 Amp DEDZATED LAUNDRY CIRCUIT.
G'I - ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO BE LOCKOUT
IN PANEL
BATHROOM EX14AUST FAN TO HAVE MIN,
CAPACITY OF SO CFM INTERMITTENT PER
ELECTRICAL PROVISIONS OF SECTION
MII F5CR 5TH EDITION (2014).
LAUNDRY ROOM RECEPTACLE 644ALL BE
GROUND FAULT CIAZUT-INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRIW. METWOO SHALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS Or
5TH jj� (2014).
ALL WORK COMPLY WITH ELECTRICAL
PROVISIONS OF THE F15CR 5TH ED (2014).
OR
I UNIT - NEW G�44RT
LOAD CALCULATIONS ONE FAMILY
DWELLING WITH HEAT PUMP
nMC �R -D2)
HOUSE PLAN: 4EH]B HAYDEN MODEL
LOAD INFORMATION
VA
M6 SQ " O� l,IOH710?Rl X 3 VA PM SQ FT
7815
2 � -F APP�Z 1500 VA
3ow
l —.R, �Un
l5w
I �E AT N-C P-n OR CGO�P/OWR
121300
I W�Tlllt 1�721,
4500
l DISHWASDIRR
law
l cW7143DS DKM
5.00
DISPOS�
SOO
I wcmw��
l5w
SUIBTOT� Or O�
—5
FIRST 10 "A OF OSN� LO" KT 10-
1-
11131AINDER OF G� W" AT — 28915 � 1.4
ll286
TOT" NIM ol� w"
91—
&5 TOR llRAT — (W/ 5" �MCY �T STRIP>
AllP 240
TO. 40
9-1
R- omsRlz
ns,as
—"T�—
osoo
TOT� W"
soesil
CALCULATED LOAD FOR SERVICE
--224M- VA/240 _ __W�
MR .=—Twm�
11 -A. 111. A-1
LIGHTING, APLLIANCE, LAUNDRY LOADS:
Il VA
3000 VA * 10096, REMAINDER * 35%
NET LOAD:
rb,eAS VA
RANGE: 12,000 " 10%
8,400 VA
DRYER: 5,000 . '10%
TOTAL
18,13413 VA
NEUTRAL AMPACITY: 18,41 / 240 . -19 A
12 AL MINIMUM NEUTRAL CONDUCTOR
PROVIDE 3-2/0 CU, THUN . 1% CU IN 2' OONDUIT OR 3
04/0 AL, THUN + 1% CU IN 2' CONDUIT.
(CONDUIT TO TERMINATE A50VE SOFFIT * OVERHANG.)
r- I
150 AMF ELECTRICAL R15ER
NOT TO -SCALE. 00111114ATICII SERVICE 11,11,1111
DISCONNECT SWITCH AND 120/240 VOLT
GENERAL NOTES: ELECTRIC METER IN I PHASE
A. ELECTRICAL MATERIALS AND INSTALLATIONS $HALL NEMA 3R ENCLOSURE MLO
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR STH PANEL
( 4 LOCAL CODES, AND ALL LOCAL POWER
COMPANY REOUIREMENTS.
F---A/2-
5. ALL CONDUCTORS SWALL BE TYPE THWN/TWLLN UNLESS 1 MC5
NOTED OTHERWISE
POWER COMPA
TRANSFORMER
GRACE
PROVIDE 150 AMP, 120/240 VOLT, I P14ASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE 3 -1 CZPPER (CU) IN
1-1/2" DIA SCHEDULE W PVC CONDUIT OR PROVIDE 3
-210 ALUMINUM (ALd IN 2" DIA SCHEDULE SO PVC
CONDUIT UNLESS SERVICE 18 PROVIDED BY THE
ELECTRIC COMPANY, COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID,
----I
F-A R C H I T I C T 3
De i n
GrZoiSO...
V _
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-7744078
wwwabdesIgIngroup.0DRI
AA #-. 0003325
Jj
es'xii0xv. a LOT,
SILVERADO
LOT 33
BLK 6
PROJMT#
04128.000-03361
MOD21,
4EHB
"2605—HAYDEN"
GARAGE 8WMG:
LEFT
PAGE:
FIRST
FLOOR
ELECTRICAL
PLAN
150 MPH EXP. B Sr
ARCHrMCT-.
STAV OF
TELEPWCNE SERVICE I-ABL. TEL. .1%
ECUIPMENT
SE,
ENTRANCE 'C. T�.
SQUIPI-ENT
!�IN'TEF*SY.TEMSIROON'C.E�..
TERMINAL AT LOW
VOLTAGE C40NNECTIONS
IND A ABOUCHACRA
AR Rd 93 23JM
1 -4 CU SERVICE GIRCUND CONNECTED TO F-PAWT 11/10/17
CONCRETE ENCASED FOOTER STEEL PER DATE:
ELECTRICAL PROVISIONS Or THE FBCR 13TH SCAZAI-. 1/4"=l'-O"
5/e" DIA X 8 FT LOW, COPPER CLAD GROUND ROD
ELECTRICAL LEGEND
SYM50L
DEFINITION
NOTES
-e
125V OUTLET
W A� *W.Ll ftXIR
t)
tIOV CUTLET
=(n
IVV OUTLET
GPI
wv mET
�`MD
wtawp7ER a�
220V OUTLET
(41 UWE �TICN
Up
9�7. uAlepo-Rom
� PALLT
C-F!
CUTL'T
wm R
OOTC14
SWITC14
5-WAY OPER.
IS4
WITCH
4- OPER.
1--o
MU'U. �O
LOW
CEILM LhSWT
VP
V�
'q
WALL
(N-SC-6 Tw y
2=6
2. PLuaftscaw
FL
TRA= L�
PAIIJEL
METER
,,,X M,,,
MAtL
UA.L �
wom DETECTOR
I. LAR...a
CARIIM
OHM DIM C"
OHALL A 0.
LE" ?HE. 4'
—ANT L—
mATM&L GAs
OXT.FT
mz� JAcic
A� OCHDITION
D'sca"CT
-L.-.1-
1110.
J.—
TO an sup"ORTED N
ACCORD v
MAN= AS SUCH
MILM Wx MM
CEIL� �LIGHT
To - W""TED'"F`7
�ANCN & mc�
om,—cT'—
FLOOD L—
F--]
==—
rusw. ""
" CL�s
UR, raw
LOCATION OF TV JACI<S 4 PHONE OUTLETS A
FANS 70 BE VERIFIED * HOMEOUJNER
PRE -CONSTRUCTION MEETING —
ALL RECEPTACLES IN ALL HABITABLE
ROOM$ TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS Or FBCR STW
20 AMP DEDICATED LAUNDRY CIRCUIT.
C-O'l 0 ISLAND (NOT ON KITCHEN CIRCUIT�
DISI-UAS�-IER D150ONNECT TO BE LOCI<OUT
IN PANEL
SATI-4ROOM EXHAUST FAN TO HAVE MIN.
CAPACITY Or 50 CPM INTEWIITTENT PER
ELECTRICAL PROVISIONS OF SECTION
M1501.3 PW.
LAUNDRY ROOM RECEPTACLE $LIALL BE
CKOUND FAULT CIRCUIT- INTERRJPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRIW. METHOD SHALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS OF
,ALL WORK To COMPLY LUTH ELECTRICAL
PROVISIONS Or THE
9��rmg AND 1596 Cli!��T. "r
EMICIr;NT ly NEI!rY
=Y
RVATION (RESIDENTIAL ENERGY
EFFICIENCY) 2014, Sth EDITI
UPSTAIRS
LIVING BDRM.
PRE-11YRED PRE -WIRED PRE -WIRED
CLG FAN Cl-r. FAN CLG PAN
3:� " [�� y Lill
L
BDRM-
LAUN.
BATH
A/C
s1CO T� IST � Z�
K` — -'I
N/
F-
3::� � �' —35
L -j
W
%LL MOUNTED
LIGHT W/SWITCH IN
ATTIC S
0. 0)
BAT
PRE-LUIRED
N PRE -WIRED
CLG FA
Cl-r. rAN
OWNER'S
\-V BDRM. #3
SUITE I
SECOND FLOOR ELECTRICAL PLAN
A K C N I T I C T 5"111
6
,,Mesi
Dl,�p
gn
Min-
LONGWOOD, FL 32750
PH: 407-774-6078
FAK 407-774-4078
www.abdesigngroup.com
L #: 0003326 1
N
rUZWXV. ft WT6
LOT 33
BLK 6
PROJWT#
04128,000-03361
MODZI1,
4EHB
"2605-HAYDEN"
GARAGM OWING:
LEFT
PAGE:
SECOND
FLOOR
ELECTRICAL
PLAN
150 MPH EXP. B
1, LiFoltifil
11/10/17
lum" 9
HVAC NOTES
1. ALL MECHANICAL EQUIPMENT $HALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER
r'l REQUIREMENTS.
2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE
OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND
INSTALLED AS PER F5CR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603.
3. ALL FLEX DUCT$ SHALL BE APPROVED UL 191 CLASS I AIR DUCT AS PER NFPA WA 2-W
4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT
OUTLET, OR SANITARY SEWER VENT OUTLET
S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CON61ml OF: SMOOTH GALv. METAL.
OR OTHER MATERIALS AS PER Fl 5THI EDITION (2014) MECHANICAL CODE SECTION r.03
6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO F5CR STW EDITION
(2014� MECHANICAL CODE
1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHIWG FIXTURES SHALL BE
MECHANICALLY VENTED IN ACCORDANCE WITH FMCR STH EDITION (2014) MECHANICAL CODE
SECTION 403.
S. ALL EXHAUSTED 15ATW 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 WAVE 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 rBCR STW
EDITION (2014) MECHANICAL CODE SECTION il
10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH 5ALANCIwG DAMPERS.
It. DRYER BOOSTER TO 15E A FANTIECH DBr BOOSTER FAN OR EQUAL,
PANTEC14 1 110 DRYER B005TER CAPACITY 60 LINEAR FEET WITH MAX. Six ELBOWS.
NOTE
ALL PVAC TO HAVE PROPER
PAN$ W/ DRAINS
ATTIC
CEILINI
___EXTERIOR WALL
PLENUM AIR RETURN
SUCTION AND LIQUID
AIR SUPPLY REFRIGERANT LINES
AIR HANDLER EXTERIOR WALL
3/4' PVC CONDENSATE DRAIN LINE
EVAP. TRAY PVC SLEEVE TO LINES 15ELOUJ SLAB
REFRIGERANT LINES TO
PLATFORM RETUF:I CONI UNIT
TRAP DRAIN LINE AND TERMINATE
IN AN APROVED DRAINo AS PER
FI51-R 5TH EDITION (2014)
MECHANICAL BLDG, CODE
SECTICII -11012.1.1
HVAC DRAINS
ACORIATED NICKEL FIN, FLOOR
BRONZE rL. PL. OR WALL
L
5RASS PLUG
rITTIW. OR EXTENSION TO
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A It C 11 1 T I C T 8-1
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oso.l
41 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
POOR a LOSM"I
SILVERADO
LOT 33
BLK 6
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04128.000-03361
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6
G r MDesi n
ou o.a.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #,. 0003326
rsumxv. a Lo;N
SILVERADO
LOT 33
BLK 6
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41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.ebdeslgngroup.CDM
AA#:0003326 -A
F-munDiv. ag!�02'
SILVERADO
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EACH
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MAX
—L-7—
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I
SPACING.
SECURE 2.4 ON
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OPENING AND SECURE PER
FLAT TO ELK
WITHIN J' OF WINDOW/ DOOR
FASTENER SCHEDULE
THING M
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W1 CUT NAILS.
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AND SPECIFICAT ION)
SECURE = PLY . A TIME.
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USE 12.1 NAILS. TWO WITHIN &-
2x4 BLOCKS
It
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SPACED EVENLY PROM FLOOR TO
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DIA ANIC BOLT
GARAGE DOOR HDIRL IN JOINTS
—1425 EA.
USE 126 NAILS, TWO WITHIN 6'
T IS, OC.WOR
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PRIOR TO FILLING.
1-2X& -
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PROM EACH END 4 NO MORE
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AND NUT
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SPECIFIED ANCHOR&
It
(TYP)
OF OPENING.
SHEATHING TO LAP TO TOP
OF MASONRY WALL,
2X0 P.T. BOTTOM PLATE
NOTESt ALL ME IN ACCORDANCE T
ALL ANI SH
lF
M IN ONS
ANUFACTURER'S STALLATION INISTRUCTI WHERE
SHEATHING MU T NOT
SUCH INSTRUCTIONS ARE MORE STRINGENT
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GARAGE DOOR
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EXTERIOR WIN
OW/ DOOR
FLRL LINE�
r��BUCK ATTACHMENT
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NOTE: TYP. EXT. SHEATHING ATTACHMENT
ROOF DIAPHRAGM
FOR SWEAR 4 UPLIFT (0.6.6. 70 BE STRIACTURAL
USE lAr.'O.SZ. OR 1/2'Cr.>X PLY WITH -5 RI SWAJIK
GUN NAILS AT 4'OC. AT
GP�) CONNECTORS FROM &TUE> TO PLATE AM
SUPPORTED PANEL EDGES AND -5 RING SHAW, GUN
NAILS AT 6' O-C. AT
NOT REQUIRED EXCEPT OPENW-,S
PRE -ENS. TRUSS
INTERMEDIATE SUPPORTS SEE DETAIL.
DEL- 2X TOP PLATE
ROOF SHEATHING TO GABLE END FRAME
"I
14
4,0
USE 'S CAN NAILS - 1C.
. . . . . . . . . . .
2X BLOCKING
EXTERIOR SHEATHING,
TOP OF
use 1/16- O.S.B. OR 1/2' PLY WITH 48 RING SWANK GUN NAILS AT 6' OjC� AT
PANEL SIDES AND -8 RING SHANK GUN NAILS 4'O.C. TOP 4 BOTTOM
OAZ.
2X STUDS 16' MAX.
.8
PANEL AND RING SWANK CAN NAILS AT 6'0,C. AT
0. -0 R SWANK CAN 14AILS
:
INTEIII'llEDIATE SUPPORTS. SEE DETAIL.
NOTE Rlw. S44AW GUN NAILS SHALL BE PERMITTED AS
ADCEPTABLE FASTENER FROM ANY MANUFACTURER
AN
I
z
. , C�.*
C, IN FIELD
a
2X BTM. PLATE
3/4' FLOOR DECKINd.
NAIL REQUIREMENTS
SjlZEj HEAD ST ITIENSILE 8
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FL
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N
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SPACES AT EACH END
Lu
TYP. EXT. SHEATHING ATTAC44MENT ROOF
BOTTOM CONT.
LU/ `5 12d NAILS
NOTE, NAILS TO 15E WIS. BY MEMBER OF INT,
RAFTER OR TRU
SHEATHING (OSZ. TO BE STRUCTURAL GRADE)
WETA-16
ELK. WALL
STAPLE, NAIL 4 TOOL ASSOCIATION
1 0,113 INCH L40MI
ROOF SHEATH
(D CONTINUOUS SHEATHING 0 BEGIN AT TOP OF ELK
0 ohs.
W1 1/4, GAP FROM BLKTT
2X4X4'SE W1 3-12dj
OZ. MAX 7YP.
OF 0011 R SWAM DIAMETE
4.0-280 w FULL !19�EAD DjAmETr
C'% VIDECK SCREWS - 6'-S'
HORIZONTAL 1 5,11, SlFWClUFZAL BLOCKING AT
PERIMETER Or X0.6.5. TO PROVIDE CONT. NAIL PATTEIRN
5 2 INCH NAIL LENGTH
OZ. MAX - EDGE& 4 12' O.C.
REMAINING AREA TO Be S+-EATWED FRom DEL. Top
2X4 SECURE TO 2X4 ELK W/2-12d
MAX IN FIELD. UNTHREADED
PLATE TO HORIZONTAL ISLOCKNIS.
SECURE TO ELK W/ META-16
(a
SHANK TO EXTEND BEYOND'
TWIOQESS Or &UM -FLOOR
SHEATHING - TOP OF WOOD FRAMED WALL TO BE
STAGGERED SWEET
ROOF SPEAT�-IING LAYOUT
. . . . . .
SWEATWIW.
MIK OF II BELOW
INSTALL ALL %EEtS W/FACE GRAIN PARALLEL
AND ENDWALL 5RACING
11 BUiL ING LENGTH
TYP.
EXT. SHEATHING ATTACHMENT
TO STUDS
2'-0". EXTENSION 0. OPT SERVICE DR.
POE G,45LE END FRAMING
FOR
STRUCTURAL
WALL SHEATHING (055 TO
GRADE)
BE 4
TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO
EXT. tA
,4L SHEATHING
ALE 1;
SCALE, 1/2*-1'-0'
ALL EXPOSED MEMBERS
A R C N I T E C T 3
Des'
, pin
G r ZoquSE...
41 N. RONALD REAGAN BLVD.
LONGWOOD , FL32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #; 0003325
a LOM
SILVERADO
LOT 33
BLK 6
PRojwT#
04128.000-03361
La
4EHB
"2605—HAYDEN"
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LEFT
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DETAILS
150 MPH EXP. B
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mm*'�
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SCAM 1/4"=I'-0"
mizow
D2
F115ERGLASS SHINGL98
OVER 030 FELT PAPER
INSTALLED PER F5CR
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SHEATHING OR 1, Cox
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
�.T. 1X2 W1 MTL. DRIP EDGE
2x4 OR 2x& SU5-5AND
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PORTLAND CEMENT
PLASTER APPLIED
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WOOD
CONSTRUCTIC
I M77
I F
�EE ENERGY CODE FORMS
:OR INSULATION R-vALUES
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EE ENERGY CODE FORMS
OR INSULATION R-vALUES
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PER MANUFACTURES
SPECIFICATIONS
PRECAST BILL
(1) IS REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
0 Irol O.C.
a" Cmu
1/2' GYP. WL� BID,
WOOD BASE
1—STORY
(I BLOCK WALL
7/1&1 O'BB. OR J, CDX
-TYVEK BUILDING WRAP
-FORTIFIBER BLDG PAP
-GALv'D MTL. LATH
-1/5' TEXTURED
F-IN15H 'm WOOD
-)V TO V MID WALL
WEEP SCREED
CL
—a, CmU
—5/8' TEXTURED
FINISH o MASONRY
WEEP SCREED
DETAIL @) WOOD TO
BLOCK CONNECTION
) SCALE: 1 1/2'=F-0-
FIBERGLASS SHINGLES OVER
030 FELT PAPER INSTALLED
2x4 BLOCKING BETWEEN
FIBERGLASS SHINGLES
BLOCKING BETWEEN
PER r-er-R R305.2.1 ON J'
TRUSSES WHERE 'X' BRACINC
G OVER 030 FELT PAPER
INSTALLED PER FeCR
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15 PRESENT
R'3052.1 ON �,,, O.BB.
15 PRESENT
PLYWOOD SECURED PER
SHEATHING OR I' CDX
FASTENER SCHEDULE
---PRE-ENG
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PLYWOOD SECURED PER]
PRE-ENG GABLE TRU55
P.T. Ix2 W1 MTL. -1-11 EDGE I
v
NAII ER
FASTENER SCHEDULE
CONT. 2x4 RAT RUN SECURED W/ (2)
2x4 OR 2xCo SU5-5ANDj
��2x4
CONT. 2x4 RAT RUN SECUREC
P.T. Ix2 W1 MTL DRIP EDGE
12d's a EACH TRUSS
PER ELEVATIONS
�-V
W/ (2)12d's m EACH TRUSS
2x4 OR 2xro' SUB-5ANDj
70 BE INSTALLED * MID. POINT OF
VENTED ALUM, SOFFIT
TYP.
TO BE INSTALLED o MID.
PER ELEVATIONS TYF
TRUSS $PAN, OR 10'-0' 0,C, MAX.
POINT Or TRUSS SPAN, OR
�4
VENTED ALUM. SOFFIT
SEE ENERGY CODE FORMS
STIFF15ACK (SEE SEALED
101-0* O.C. MAX.
FOR INSULATION R-vALUES
TRUSS ENG. FOR SIZE 4
4--BEE
ENERGY CODE FORMS
5TIFFBACK (SEE SEALED
j'GYP-NJM BOARD OR j-
CONDITION.)
FOR INSULAT10N R-VALUES
TRUSS ENG. FOR SIZE 4
WIG14 STRENGTH CLG.
0.6.5. SHEATHING OR 1'
1, GYPSUM BOARD OR J*
CONDITION
BOARD
CDX PLYWOOD. ATTACHED
HIGH STRENGTH CLG.
0.6.B. SHEATHING OR
2x4 NAILER
FIER FASTENER SCHEDULE
BOARD
CDX PLYWOOD. ATTACHED
2x4 0 24' O.C. a INTERIOR
ON SHEET D5
PER FASTENER SCHEDULE
KNEE WALL
-1/5' THICK, 3 r
-OAT
CONIC. FILLED LINTEL BLK W1
ON SHEET DE,
PORTLAND CEMENT PLASTER
(1) S REBAIR CONTINUOUS
-1/8' THICK, 3 COAT
CONC. FILLED LINTEL SILK W/
OVER EXPANDED GALVD
SEE ENERGY CODE FORMS
PORTLAND CEMENT PLASTER
(1) wo REBAR CONTINUOUS
METAL LATH ON FORTIF15ER
FOR INSULATION R-VALUES
OVER EXPANDED GALVD
JUMBOTEX GRADE 'D'FIAPER
PRECAST LINTEL
METAL LATH ON FORTIFIeER
PRECAST LINTEL
OVER TYVEK BUILDING WRAP
WINDOW ATTACHMENT AS
JUM50TEX GRADE 'D'
WINDOW ATTACHMENT AS
(REFER TO STUCCO SPECS
PER MANUFACTURES
PAPER OVER TYVEK
PER MANUFACTURES
FOR COMPLETE INFORMATION)
SPECIFICATIONS
BUILDING WRAP (REFER TO
SPECIFICATIONS
STUCCO SPECS FOR
WEEP &C-REED
PRECAST BILL
COMPLETE NrOIIRMATION�
PRECAST SILL
(SEE DETAIL 2)
(1) 05 REBAR VERTICALLY
WEEP $CREED
(1) 05 REBAR VERTICALLY
SECURE GAIBLE TO 2xr&o P.T.
W/ CONC. POURED CELL
(SEE DETAIL 2)
W/ CONIC. POURED CELL
PLATE W/ 126's 5' O.C, MAX
Ix2 P.T, FURRING STRIPS
SECURE GABLE TO 2xrc, P.T.
lx2 P.T. FURRING STRIPS
lro, OC,
PLATE W/ 12d's 6' O.C, MAX
0 191, C.C.
SECURE 2xro FIT. PLATE TO
a, CMU
SECURE 2xCo PT, PLATE TO
BLK W1 j'xc.3' ANCHOR BOLT W/
5LK W1 J'xS' ANCHOR SOLT
a, r_MU
2'WA5HER SET IN SIMPSON
1/2' GYP. WL, 5D.
W/ 2' WASHER SET IN SIMPSON
1/2'GYII, WL. BD�
HIGH STRENGTH EPDXY 7'
WOOD BASE
HIGH STRENGTH EPDXY -1-
WOOD BASE
EMBED. MIN. w 32' Or- MAX..
EMBED. MIN. a 32' Oc- MAX
%' THICK 3 COAT
%' THICK, 3 COAT
PORTLAN 1) CEMENT
PORTLAND CEMENT
PLASTER APPLIED
PLASTER APP I
'LIED
DIRECTLY TO MASONRY
CTLY TO MASONRY
DIRE Z
Q3
NOTE:
1—STORY GABLE
1—STORY G,�BLE
PER FISCR W5.21 - FOR ROOF SLOPES 2:12 TO
LO WALL
W/ VAULT CLG.
LESS THAN 4!12,,4 (2) LAYER UNDERLAYMENT
SYSTEM 16 REQUIRED. FOR ROOF SLOPES OF
OCK
SCALE: 3/4'-l'-O'
BLOCK WALL
4f12 OR GREATER, (1) LAYER UNDERLAYMENT 15
UB SCALE: 3/4*ml'-C'
PERMITTED BUT MUST BE PER ASTM D22ro TYPE
11, ASTM D 46613 TYPE Iv, OR ASTM D 9>15-1
DRYWALL
I-X4- OR I-XVIF.T. NAILER
RT, OR %. X4- MIN, SECURE
THRU FRAMIE 4 EXTEND I -Al
INTO BLOCK W/ %- TAPCONS
OR DRIVE PIN
(MIN, SHANK 6'. J45
k1,4
MIR HEAD SIZE 3"
MR EMBEDMENT 1,YA'
-SPA-C-2. - - -
0-.C-]M.AlX,.
=OR J-A-M8-0R WINDOW
ATTACH TO 2X PER
MANLFACTURES DETAILS.
NOTE� $WIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4')
DOOR JAMB
TO BLOCK +3/4 OR +5/4
-A-� U WINDOW TO BLOCK +3Z4 OR +5,/4
A
SCALE;
2x4: CM
SECURE TO BLOCK Wl V
TAPCONS OR DRIVE PIN
(MIR 64" SIZE A45
MR HEAD SIZE "
MIR EMBEDMENT I V)
UT"N S. OF EACH END 4
IWO,C. MAX SPArW..
2X&i CIM
SECJJRE TO BLOCK W/2-%
TAPCONS OR DRIVE PIN
(MIN- SHAW, IZE Je
MIN. HEAD SIZE WO
MIR Et-MCIIENT 04')
WITHIN &'Or EACH END 4
18'0,C. MAX SPACW�
2XS, EMM
)5' DRYWALL
4000R
SECURE To BLOCK wl2--%
TAPODN6 OR DRIVE PIN
I'XA' OR I->0- P.T. NAILER
(MR SHAW, SIZE J45
DOOR CASW.
MR HEAD SIZE 3M
J OR WINDOW
"'A
MU'T'IL4 1WV 9'lE`ACW '&D,
TTACW TO 2X PER
4
W O.C. MAX SPACING�
MANUFACTURES DETAAL6.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49
DOOR JAMB TO BLOCK + '/�"
WINDOW TO BLOCK +11T/2
2X4i CM
SECURE TO BLOCK W1
TAPC4O4S OR DRIVE PIN
(MIN ' 614AW SIZE .14b
MIR HiiAD SIZE -'M
MIN. EMBEDMENT 1 Y4')
WITHIN 8- OF EAC44 END 4
IWO.C. MAX SPACIW.
2X& CEM
&Ec�RE To BLOCK w/2-%,
NOTE, STRUCTURAL 2X MAT
TAPCCN$ OR DRIVE PIN
me ON CUTSDE ' SECURED
fMIN SHAW SIZE.14S
THROUGH NON-STRUCTUPAL
MIR'4EAD SIZE MO
lI6'TAPC4)W MIN. 0,'
MIN. EMBEDMENT 1 A')
EMWDME14T 11410 BLOCK
WITHIN$' OF EACH END 4
6, cm
w, CC. mAx epAcw�
YFDRYUALL
2X& com
SECURE TO MOCK W/2-%'
-XA- OR I-XV P.T. NAILER
TAPOONS OR DRIVE PIN
V OAB. X 4'MR
(MIR SHAW SIZE.145
DOOR CASW.
MR HEAD SIZE 3"
DOOR JAMIS OR WINDOW
MR EMBEDMENT I )I,')
ATTACH TO 2X PER
WITHIN WOF EACH END A
10- OC. MAX SpAcwa
MANUFACTURES DETAILS.
NOTE. SHIM AS NEEDED TO PLLM5 JAM (DO NOT EXCEED YW)
DOOR JAMB TO BLOCK +1-15/16"
WINDOW TO BLOCK +1-15/16"
A: 1-6.
2X4� cm
SECURE To BLOCK W1 %-
TAPCONS OR DRIVE PIN
(MIR OHANK 61ZE,149-
MR HEAD SIZE '"
MIN. EMBEDMENT IV)
WITHIC - - E,
IS-C _. M
2X ; CEO
S= TO BLO�VK.-
r
NOTE� STRUCTURAL 2X MUST
TAPCONS OR I . &%'
BE ON OUTSIDE I SECURED
(MIN. SHAW SIZEJ4S
Lj
TWPtCL*W NON-STRIJCTURAL
MR HEAD SIZE "
%- TAPCCN MIR I-Y.-
MIN. EMBEDt� I Y ')
EMBEDMENT INTO OCK
MTWIN a, OF EAC44 0.
ol cm
18' OC. MAX SPACW�
)9 DRYWALL
2xo� CEO
SECURE TO BLOCK W12-%'
I'X4* OR l')Q'f-.T. NAILER
TAPODNS OR DRIVE PIN
I' Pt X 4' MIN.
(MIN. SWANK. SIZE,14S
DOOR CA61W.
HIM. HEAD SIZE 34DO
MIR EMBEDMENT 1,129
DOOR JAMB OR UHNCOWI
UTWIN 8* Or EACH END 4
ATTACH TO 2X PER
IWOC. MAX SPAr W
MAKFACTUIM6 DETAILS.
NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49
DOOR JAMB TO BLOCK +2 1/4"
WINDOW TO BLOCK +2 1/4"
SCALE�
2X4: CE13
OECURS To MOCK W1 �W
TAPOONS OR DRIVE PIN
(MIN. SHAW, SIZE A45
MR HEAD SIZE '"
MIN. EMBEDMENT I V)
WITHIN 8' OF EACH END 4
IS' OC. MAX SPACING..
2X6: CEO
SECURE TOOL C
9ZEMNV
TAPOONS OR
L —ST
(MIN. SWANK. SIZE J45
am ON OUTSIDE t SECURED
MR HEAD SIZE
THROUGH NON-SIRUCTURAL
MIN. EMBEDMENT I Y')
%- TAPCON MIN. 144-
VWI WIN WOF EACH END 4
EM69OMNT INTO K
O.C. MAX 6PACW..
a- am
2X& cmm
)5' DRYWALL
SECURE TO BLOCK W,2-36-
'�36
TAPGONS OR DRIVE PIN
I'X4' OR I'X2' P.T. NAILER
(MIN. SWANK, SIZE J45
DOOR CASIM
MR HEAD SIZE 300
DOOR JAMS OR WINDOW
M IN. EMBEDMENT 019
ATTAC14 TO 2X PER
UT14N S' CP EACH END
IS, OC. MAX ZACIW�
MANUFACTURES DETAILS.
NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4')
DOOR JAMB TO BLOCK +T
WIN20W TO BLOCK +3"
E, S-ALE�
2X4: M5
SECURE TO BLOM UY
TAPCONS OR DRIVE PIN
(MIN. SHAW SIZE 140,
MIR HEAD SIZE "0
MR EMBEDt-IENT 1 Y49
WIT14IN a- OF EACH END 4
18' OC. MAX SPACW�
NOTE; STRUCTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTLOPAL
2X6: CEO
%- TAPCON M"", ,
SECURE TO BLOCK W/2-v
EMBEDMENT INTO BLOCK
TAPCONS OR DRIVE PIN
(MIN. SWANK. SIZE .145
-9 . cm
MIR HEAD SIZE 300
I-V DRYWALL
MIN. EMBEDMENT I Y49
WI HIM 8- OF EA CH D
Tor-
OR I'XVI.T. NAILER
MAX SPAC43N
TIl-l'
2ND 2X SECURE TO
2XS, CM
STRUCTURAL MEMBER W((=�'
T
0
SECURE T 15LOCK
WIT14IN a, OF EACH END 4 &-
TAPCOWS OR DRIVE PIN
To 8. or_ MAX
(MIN. SHAW, SIZE.10
DOOR CASING.
MR HEAD SIZE 300
MR EMBEDMENT I V)
DOOR JAMB OR WINDOW
WITHIN WOF EAC14 END
ATTACH TO 2X
OC. MAX PACW
MANAFAC7rURES DETAILS.
NOTE: SWrl AS 14EEDED TO PLUMB JAMS (DO NOT EXCEED I',')
DOOR JAMB TO BLOCK +3"
WINDOW TO BLOCK +T
2X4: CM
SECURE TO 15L.00K WIV
TAPCON5 OR DRIVE PIN
(MR SHAW SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y.,)
WITHIN 8' OF EACH END 4
Is- 01C. MAX SPACIw..
2X&, CEO
SE CURE
NOTE, STMIrIURAL IX MUST
�114'
lAPOONS
Be ON OUTSIDE 4 SECURED
(MIN. SWANK SIZE .143
Tw ROJaw NCN-STRUCTURAL
MIR HEAD SIZE .31W
IV TAPCON MIR I-k -
MR EMBEDMENT 014')
EMBE DMENT INTO BLOCK
WITHIN S' OF EAC44 END A
10- O.C. MAX SPACINd..
cm
2XS, CEM
DRYWALL
SECURE TO BL A;,1,14'
1'114' OR I'Xl' IIT, NAILER
1APCONS OR �=Wp
14- OAS. X 4- MIN.
(MIN , SHAW SIZE .145
MIN H� SIZE -
DOOR CASIM
MR EMBEDMENT I
WITHIN S' OF EA I�-/
OR
ATTACH TO 2X PER
Is- O.C. MAX SpAcRa.
MANUFACTURES DETAILS.
NOTE, SWIM AS NEEDED TO PLUMB jAmm (DO NOT Exreso Yw)
DOOR JAMB TO BLOCK +3-7/16"
WINDOW TO BLOCK
+3-7/16"
SCALE;
2X-4. CM
SECURE TO BLOCK W*4*
TARCONS OR DRIVE PIN
CMK SWANK SIZE .145
MIN. HEAD SIZE 3M
MK EMBEDMENT 01.1)
LUIT14IN WOF EACH END 4
IWO.C. MAX SPACIN63.
2x&s CEO
SECURE TO lllI=lUA 114'
T. OR P;.
2--
(MIR SHANK SIZE .145
BE ON OUTSIDE d SECURED
MIN 14EAD SIZE 300
TWRCU5.14 NON-STRIJCTURAL
MR EM NT
9.
4w YAPCON MR I-y
WITHIN Irg!'"VCH
EMBEDMENT INTO BLOCK
to, O.C. MAX SPACIWS.
ol CmU
�A'
2x& CEM
�\K--
DRYWALL
SECURE TO BLOCK W/1-1/4'
TAPCONS OR DRIVE PIN
�:I'X4'OR1*-'P-T.NAILEIl
(MIR SHAW 61ZE .14-3,
X 4'M9,L
MFR 14EAD SIZE 300 �tl'P.T,
DOOR CASW.
MIR EMBEDMENT 01�',
WTWrN S' Or EACH END
DOOR JAMS OR WINDOW
18'0,C. MAX ePACINd..
ATTAC14 TO 2X PER
MANUFACTURES DETAILS.
NOTE, SWIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED Y4*�
DOOR JAMB TO BLOCK +3 3/4'
WINDOW TO BLOCK +3 3/4"
SCALE,
A R C H IT I C TS
6
Design
G rMo tu po-. 2.
2.441 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
FOUDDwtoil
"v' 8'
SILVERADO
LOT 33
BLK 6
Pftoiw_
04128.601-03361
MOIDZU
4EHI3
"2605-HAYDEN"
)a ]�
GAI%AGM DWING:
LEFT
PAGIRC
MONOLITHIC
1—STORY
WALL
SECTIONS & NOTES
\, 150 MPH EXP. B _j
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER F5CR
R'505.2.1 ON J' 0.5,15.
5HEATPING OR J' CDX
PLYWOOD SECURED FIER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W1 MTL. DRIP EDGE
2x4 OR 2xro SUB-15AND
FIER ELEVATIONS
VENTED ALUM. SOFFIT
DOUBLE TOP PLATE
WINDOW HEADER 51ZE
VARIES PER WINDOW
OPENING SEE HEADER
SPAN CHART FOR
DETAILS
O.S.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
FORTIrIBER 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. a TOP AND 5T.
OF rLR TRUSS (TOP 2x4
SUPPORTS BT PLATE OF
2ND FLR, BTM. 2x4 15 FOR
WALL SHEATHING NAILER)
FASTEN EACH 2X4 R155ON
W/ (5)12d NAILS 0 EACH
TRUSS. BTM. R15BON TO BE
P.T.
WEEP SCREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
p A
V THICK, 3 COAT
PORTLAND CEMENT
PILASTER APPLIED
DIRECTLY TO MA50NIRY
2-STORY
FIRST FLOOR
BLOCK SECOND
K-1-�FLOOR FRAME
\\�:SEE ENERGY CODE FORMS
FOR INSULATION R-vALUES
1, GYPSUM BOARD OR ?
HIGH STRENGTH CLG.
BOARD
-TWIST STRAP VERIFY W1
TRUSS PLAN
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
lz WINDOW E71LL
2x STUDS ID Iro' O�C. MAX W/
IN5UL., SEE ENERGY CODE
FORMS FOR INSULATION
R-vALLIES
J' T 4 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-EWG FLOOR TRUSS
(INSTALL PER tFG. SPECS.)
J, GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONIC, FILLED LINTEL BLK W/
(1) S RE5AR CONTINUOUS
SEE ENERGY CODE FORMS
FOP, INSULATION R-vALUES
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPEC FICAT IONS
PRECAST SILL
(1) S REBAR VERTICALLY
W1 CONIC. POURED CELL
Ix2 P.T. FURRING STRIPS
0 Iro I O.C.
a, CMU
1/2'GYP. WL, 15D.
WOOD BASE
FIBEFPGLA55 SHINGLES
OVER 030 FELT PAPER
INSTALLED PER F5CR
RS05.21 ON J* 0.6,15.
5wEATwNG OR i, r-Dx
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BRACING
15 PRESENT
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-EW-i GABLE TRUSS
P�T. IX2 W1 MTL. DRIP EDGE
CONT. 2x4 RAT RUN SECURED
2x4 OR 2xro SUB -BAND PER
W1 (2)12d's 6 EACH TRUSS
ELEVATIONS
VENTED ALUM. SOFFIT
5TIFFBACK (SEE SEALED
-'-�SEE
TRUSS ENG, FOR SIZE 4
ENERGY CODE FORMS
CONDITION)
FOR INSULATION R-VALUES
SECURE 2x4 PLATE TO WALL W/
i'x(p"THRU-BOLTS 0 32'O.C,
I- GYPSUM BOARD OR
HIGH STRENGTH CLG.
MAX THEN SECURE GABLE TO
BOARD
2x4 PLATE W1 126's a' O.C, MAX
OR
DOUBLE TOP PLATE
SECURE GABLE TO DBL TOP
WINDOW ATTACHMENT AS
PLATE W1 SIMPSON HTC4 0 24'
PER MANUFACTURES
O.C. MAX
SPECIFICATIONS
WINDOW HEADER SIZE VARIES
WINDOWSILL
PER WINDOW OPENING SEE
HEADER $PAN CHART FOR
2x STUDS ID Iro' O.C. MAX W1
DETAILS
N5LIL, SEE ENERGY CODE
O.SB. SHEATHING OR J' COX
FORMS FOR INSULATION
PLYWOOD. ATTACHED PER
R-VALUES
FASTENER SCHEDULE ON SHEET
T 4 G SUBFLOOR GLUED
DE,
AND SCREWED AS PER
-1/8' THICK, 3 COAT PORTLAND
----,--FASTENER SCHEDULE
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)
PRE-ENG FLOOR TRU58
NOTE: SHEATHING MUST NOT
(INSTALL PER MFG. SPECS.)
BREAK 1'-4' MIN. FROM 2ND FLR
LINE
j'GYP5UM BOARD OR J'
2x4 CONT. a TOP AND 5T. OF
HIGH STRENGTH CLG.
FLR TRUSS (TOP 2x4 SUPPORTS
BOARD
BT PLATE OF 2ND FLR, 5TM. 2x4
CONC. FILLED LINTEL BLK W1
15 FOR WALL SHEATHING
(1) S REBAR CONTINUOUS
NAILER) FASTEN EACH 2X4
R15BON W1 (5) 12d NAILS 0
PRECAST LINTEL
EACH TRUSS. 5TM. RIBBON TO
WINDOW ATTACHMENT AS
BE P.T.
PER MANUFACTURER
WEEP SCREED
SPECIFICATIONS
(SEE DETAIL 2/03)
PRECAST VLL
EMBED. STRAP VERIFY
(1) S REBAR VERTICALLY
W/ TRU65 PLAIN
W1 CONC. POURED CELL
V THICK, 3 COAT
Ix2 P.T. FURRING STRIPS
PORTLAND CEMENT
0 le" O.C.
PLASTER APPLIED
DIRECTLY TO MASONRY
8' Cmu
1/2, GYP. WIL. 5D�
2-STORY GAB E
JA WOOD BASE
FIRST FLOOR
-A I
BLOCK SECOND_-j
A�FLOOR FRAME
SCALE: 3/4'-1'-0'
FIBERGLASS SHINGLES
OVER. *30 FELT PAPER
INSTALLED PER FBCR
RS05.21 ON J' O.S.B.
5WEATWING OR J' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W1 MTL. DRIP EDGE
2x4 OR 2x& SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
10000 UPLIFT
CONNECTOR
2x8 5YP 02
DBL TOP
PLATE
WALL —
SHEATHING
2xa SYP 02 —
WOOD STUDS
AT 12' O.C. MAX
2x6 PT. SYP 02
SOLE PLATE
05 REBAR tv 16'
O.C. MAX, IN
CONCRETE
POURED CELL,
VERIFY PER
PLAN.
SEE ENERGY
CODE FORMS
FOR
INSULATION
R-VALUE5 z w
y IL I-)
ly
y: 1�
WALL
SECTION
WOOD
FRAME TO
1 )BLOCK WALL
—B
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
J'GYPSUM BOARD OR J'
HIGH STRENGTH CLG,
BOARD
SIMPSON
SP2 a EA.
2X8 STUD
" DRY WALL
J' DIA ANCHOR BOLT
AT Iro' O.C. MAX WITH -I'
EMBEDMENT AND 2*
DIA. WASHER
SIMPSON 5PI
o EA, 2X8
STUD
(1) COURSE TIE-51EAM
POURED SOLID WITH
CONCRETE. (1) S
FRE5AR HORIZONTALLY
PRECAST LINTEL
WINDOW ATTAC14MENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
Ix2 P.T. FURRING STRIPS
.2 Iro, O.C.
a, CMU
1/2'GYP. WL. 5D�
(1) 04 CONTINUOUS REBAR
WOOD BASE
04 REBAR 48' LONG
W1&' HOOK 6 24' O.C.,
MIN� 24' IN SLAB
2'-0" (r'11N.
\\\-4'
CONC., REINF. W/ ro'xro'
Wl.4XWI.40 UAIM ON ro-MIL POLY
ETHYLENE VAPOR RETARDER ON
WELL -COMPACTED CLEAN FILL
TERMITE TREATMENT SHALL BE
BORA-CARE
(3) 05 RE5AR ON CHAIRS
2x STUDS ID 16' 0 'C ' MAX W/
IN5UL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
T 4 G euBrLOOR GLUED
AND SCREWED:) AS PER
FASTENER SCHEDULE
rbL OSB- SHEATHING OR J' CDX
PLYWOOD, ATTACHED PER
FASTENER SCHEDULE ON $PEET
D5
I/VTPICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
EXPANDED GALV'D METAL LATH
ON FORTIFIBER JUMBOTEX
GRADE 'D' PAPER OVER TYVE<
ING WRAP (REFER TO
2x STUDS G, 16' O�C. MAX W1
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-vALUES
J' T 4 G SU5FLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
NOTE:
PER FBCR 50IS21 - 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 15
PERMITTED BUT MUST BE PER A5TM D226> TYPE
11, ASTM D 4B&S TYPE IV, OR ASTM D &15-1
E>(TERJOR WALL STUDS
CUIALL SWEATWW. HOT
SHOWN FOR CLARIM
FASTEN 97LIDS TO BLOCK WALL
WITH U
FAST SP MSTA48 STRAP WITH
ENERS AS SHOWN. INSTALL
STRAP . EA. END (UMD) 4
SPACE STRAPS AS FOLL ,
-110 MPH C's 32' OC.
4- -0-
� PLACE OTRAPS SPAC 11
AND FASTENED AS
SHOWN WITH ONE
ADDIT AT
EACH STIC
MIN (10) Wd Cat" NAILS
INTO STWD (C." DIA X 1 1/2'
LONM)
3/4' T 4 5 SU5rLOOR GLUED
STUCCO 5PEC5 FOR COMPLETE
AND SCREWED AS PER
-160 MPH 'C's 32' Or,
INFORMATION)
FASTENER SCHEDULE ON
-50 MPH !S'� 40 Or —
-140 ""4 'C' 48' Orl
2x4 CONT. v TOP AND 5T. OF
SHEET D2
TOP OF STUD WALL
FLR TRUSS (TOP 2x4 SUPPORTS
SCLE 'PLA -
5T PLATE OF 2ND FLR, BTM. 2x4
FILL ALL REMAIII.11. STRIP
HOLES W1 10d NAILS INTO
PRE-ENG FLOOR TRUSS
15 FOR WALL 5PEATPING NAILER)
PRE-ENG FLOOR TRUSS
FASTEN EACH 2X4 R155ON W/
WOOD MACKW.
FASTEN EACH 2X4 R155ON W/ (5)
(5))2cl NAILS * EACH TRRJUS-6.
DO NOT PLACE SCREW IN
SIMPSON PETA-Iro EMBED.
126 NAILS s EACH TRUSS. 5TM.
GYPSUM BOARD OR
BTM. R155ON TO BE P.T.
TOP O�p I
TOP HOLE NEAREST TO TOP
STRAP 6) a2* O.C. MAX VERIFY
RIBBON TO BE F.T.
HIGH STRENGTH CLG.
KA�&*W-WALL
OF BLOCK WALL
W1 TRUSS PLAN
WEEP SCREED
BOARD
FIRE -Et,* FLOOR TRUSS
L
C40"rT BOTTOM OF
STRAP TO CM BLOCK WALL
(SEE DETAIL 2/r)3)
(INSTALL PER MFG. SPECS.)
7
W/ 0) &W.' OIA� X 1-1/4'
GYPSUM BoARr-> OR
EMBED. STRAP,� �ERIFY
CONC. FILLED LINTEL 5LK W1
LC*,* TAPCON MASONRY
HIGH STRENGTH CLG. BOARD
W1 TRUSS PLAN
(1) IS RE15AR CONTINUOUS
CONC. FILLED LINTEL 5LK Wl-l-
CM BLOCK WALL—/___
SCREWS
%'THICK, 3 COAT PORTI-2AND
(1) 05 REBAR CONTINUOUS
r
CEMENT PILASTER APPLIED
DIRECTLY TO MA50NRY
RIBBON
EXTERIOR
STUD WALL
CONNECTION
FLOOR CONNECTION AT PARALLEL/
FASTENING DETAIL
(:;"\TO FIRST
FLOOR
(9VERPENDICULAR PRE-ENG FLOOR TRUSS
SCALE:
--N
A R C H IT E C T 3
6
m ign
G r aouslOy. 2...
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
%. AA #: 0003325 1
N
I oumxv. a LoTil
SILVERADO
LOT 33
BLK 6
PROJWT#
04128.000-03361
MODRE,
4EHI3
"2605-HAYDEN"
GARAGE 8WING:
LEFT
PAGIM
MONOLITHIC
2-STORY
WALL
ECTIONS & NOTES
150 MPH EXP. B )
ARC**TECT.-
STATEOF
I I (']
F-PaDrr
]DATIM ll//lLuo/17
DCAXJM 1/4"=l'—O"
slimwr
D4
PRECAST WI!ADEWMIN)
2 X 4 (MIN 2 X 3� 1-3/19, TAPCON
OR DRIVE PIN (MIN SHANK SIZE,
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
'4
V PROM EAC44 END AND IS.
I
Or' MA>C MIN I-I/4'Et'BEDMEMT
2 X & (MIN 2 X 3) 2-31V, TAPCON
OR DRIVE PIN (MIN SHANK b1zt.mb
MIN HEAD b ZE 300
MIN EMISE NT 1 1/4')
0, FROM EACH END AND TO'
1-1/4' EMBEDMENT
or
2 X b (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SHAW SIZE. HIS
MIN HEAD SIZE SOO
2X4 SOLID BLOCKING
MIN EMBEDMENT I 1/4'�
SECURE TO SHEATHING W1
B."
8. FROM EACH END AND 10'
M,
MIR 2-12d PER 5LK EA. END
BL'
' A END
orM AX MIN 1-114' EMBEDMENT
1116'088 "IATWW.
C . WA
MU WALL
ARCHWAY DETAIL
rj_`�16" AND UNDER
DEL. TOP PLATE
2X4 I&- Or. MAX,
SECU 2X4 TO
WOOD W/2-t2d - V-S'
D.C. ST44i;GERED
J45 MR HEAD SIZE
.Sw MK
EMsEDmksff I Y, WIN
8- EA. END NOT TO
ARCHWAY
EXCEED 18'Or,
MAX
2X4 SOLID
IST.PLATE
BLOCKING SECURE
b2l PLYWOOD.
To SHEATHING WITH
OR 1116, O.S.B.
MIN 2-12d PER ELK
EA. END
K;3-�EXTERIOR ARCHWAY
Q 11W 0.6.5 OR)V PLYWOOD SHEATHING
(�) -0 151.01- FELT
24- WIDE 26 GA. GALVANIZED METAL
FLASHING
MUST ADD 01-510, 36- WIDE AND
AND MUST BE A MIN 24'WIDE METAL.
(D FIBERGLASS SHINGLES
rim-rm TRUSS
1/2'CLG. BOARD 4 TEXT.
SIMPSON
2X DBL. TOP PLATE
SPA - 32'
Or.
1/2�DRYWALL
2XA WOOD STUDS .16, Or,
UN,O ON TIRUSS PLAN
2X4 CZNT. STRESS
BLOCKIW. MID -WALL
2X4 PT. PLATE
SIMPSON SP4
32' OZ. MAX
112'XS* AJS. 32' Or.
:`Nc� SLAB
.W. CON?.
I -STORY
INT. BEARING WALL
I'D., '0. L. PL 'TCR
"0 0 IF
WAS FLOOR LOAD ONLY, DO NOT
INSTALL CONNECTORS.
DEL. TOP PLATE
2XA 16, or. MAX
SECURE 2X4 W/ 2-V
TAPC" OR DRIVE PIN
(MIR 814ANK SIZE WS MIR
HEAD SIZE -100 MIR
EMBEDMENT I J4' WIIN S'
EA, END NOT TO EXCEED
10' Or. MAX
2X4 SOLD
BLOC
_KING SECURE
TO SHEATHING WITH
MIR 2-12d PER ISLK
SA. END
BT.
AY
PRECAST HEADEWMIN)
2 X 4 (MIN 2 X 3)1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK, SIZE.145
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/49
S. FROM EACH END AND IS'
_ MAX. MIN 1-114- EMBEDMENT
or
2 X g, (MIN 2 X 3) 2 -3119, TAMON
OR DRIVE PIN (MIN SH" SIZE.145
MIN HEAD SIZE _300
MIN EMBEDMENT I L149
S' FROM EACH END AND 10'
Or. MAX MN 1_1�4. EMBEDMENT
2 X (MIN 2 X 3) 2_3/16 TAPC4:lN
OR DMVI� PIN (MIN $WANK SIZE.145
MIN HEAD SIZE 300
1/16'0515 bl�
MN VIDEC"ENT 1 1/4')
2X4 I*- Or.
8. FROM EACH END AND 10'
(WHEN OVER IS. IN WEHT�
Or. MAX MIN 1-1/4' EMBEDMENT
2X4 SOLID BLOCKING —
SECURE TO 6Wl!ATWW2 Wl
MIR 2-12d PER BLK EA_ END
r_-�C_gLOSED VALLEY FLASHING DETAIL
DOUBLE TOP PLATE
2.4 C40NTINOUS STRESS
BLOCKIW. MID WALL
2.4 STUDS . 16' OC. MAX,
ur,'4.
j- T 4 G WBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCI-EDULE
BY FLOOR STUDS TO
2ND FLOOR STLVS
SIMPSON MSTA-56 - 32'
O.C. MAX
'4-PRE-EW. FLOOR TIRLISS
DOUBLE TOP PLATE
2x4 CONTINOUS STRESS
ISLOCKIWG MID WALL
2.4 STUDS - 16' Or. MAX,
UON,
1/2' GYP. W_. 50.
SECURE ST. PLATE TO SLAI
W/ J'xS' ANC44OR BOLT W/ 2'
WASI-ER SET IN SIMPSO`4
HIGH STRENGTH EPDXY I'
EMBED. MIN.
SIMPSON EPA - 32' Or. MA
(-A,) INI�AQ-a_ RY LB.W.
LIE, I,2TF
1 -1.
ARCIJWAY DETAIL
�N
'6 A"D�rUP
PRE-ENG TRUSSES OR
CONV. FRAMED RAFTERS
AT.I.
X "=I,
D
PER FASTENER SCHEDULE
2x4 5LOCX'ING UNDER
WALL STUDS, OCURE
BETWEEN TRUSS DAYS W1
(3) 12d'. EACH END
2x DOUBLE TOP PLATE
STUDS - 16, Or.
MT6.12 o EVER STUD
2X4 ST. PLATE
DORMER
AZA T
LE MIFF
DEL, TOP PLATE
SECURE 2 X RIP TO FIT
uA_t2dS 61-8. D.C. MAX.
1/3' TEXTURED FINIS14
2 X 4 16* OC MA>l
CUIHEN OVER 16' IN HIS604TJ
2 X 4 (WHEN OVER IS' IN WIROWT.)
1/4* TEMPERED MASONrrl!
GLUE 4 NAIL 111"'6 11"', Or.
I,
2 X SOLID BLK'G 0 ARCH
SECURE W/2-12d EACH END
ATTACHMENT PER
MANUFACTURERS SPEC'S.
MTL WIDW FRAME
q4OTE, NO GAP - WOW FRAtlE
TO EXCEED 1/4'
ARCHWAY DETAIL
rA'\ CUTAWAY
2 X 4 (MIN 2 X 3) I-S116 TAFICON
OR DRIVE PIN (MIN SHAW SIZE.145
MN HEAD SIZE _�OO
MN EMBEV-SNT 1 1149
S' FROM EACH END AND IS'
EXISTING ISLK AISV.
Or. MAX. MIN 1-1/4' EMBEDMENT
i/4'TEXTURED FINISH
2 X 6 (MIN 2 X 3) 2-S/16 TAPCON
1/0' Ti!XTURED FINISH
OR DRIVE PIN (MIN SHAW SIZE.143
MIN HEAD SIZE SOO
1/16- OSE, SWEATWIW.
MIN EMBEDMENT 1114')
S. FROM EACH END AND IS-
2 X A 16 '
- OC MAX
D.C. MAX. MIN 1-1/4' EMBEDMENT
(WHEN OVER 16' IN NEfGWTd
2 X 4 (WHEN OVER if,'
2 8 (MIN 2 X S) 2-3/16 TAPC40N
16, IN HEIGHT.)
OR DRIVE PIN (MIN SWAW_ SIZE.W5,
MN HEAD SIZE _100
MIN EMBEDMENT 1 1/4')
2 X SOLID BLKG - ARCH
SECURE W2-12d EACH END
S* FROM EACH END A14D 19'
ATTACHMENT PER
OjC. MAX. MIN 1-114, EMSEV41ENT
MANUFACTURERS SPECS,
MTL WOW FRAM
1/4' TEMPERED MASONITE
-1.4OTEI NO GAP - UVW FRAME
GLUE 4 NAIL W/8dS V-12' Or,
TO EXCEED 14-
IF NEEDED.
ARCHWAY DETAIL
rn--� CUTAWAY
�� �rll__v
ROOF TRUSS UPLIFT
CONNECTOR NOT
SHOUN FOR
CLARITY (SEE
SHOP Dur.5.)
EXTERIOR WALL
11EIT111. 11EE
NOTES) FASTEN EACH STUD
TO 0115L. TOP PLATE
LU/ USP SPT24 NAIL
PER MANUF. SPECS.
SECTION AT TOP
r_,--�OF EXTERIOR WALL
ASPHALT SHINGLES OVER
W FELT ON 1/16' O.S.M.
PRE-ENG GABLE TRUSS
a" STIPPS
(SEE SEALt"ENd. PACK FOR
SIZE 4 CONNECTION)
2x4 SPF BLOCKING BETWEEN TRUSSES
WHERE 'X' BRACIW. IS PRESENT
CONT 1,4 1,11- RAT RILIN '
SECURED W1 (V 12.1'. . EACH
TRUSS
<2) 2.4 -2 &Y.P. DIAGONAL 151"CE W/ (3)
12.1'. . EACH TRUSS (DIAGONAL
X�ISIRACIWG TO COVER S-TRLISSES
I' GYPSUM BOARD OR
HIGH STRENGTH CLG,
NOTE: BOARD
DIAGONAL $RACE CENTER OF TRLISS &PAN OR HIGHEST RIDGE,
DIAISONAL BRACE TO BE - ANY SPAN 5--0' OR CRATER REFER TO
TRUSS ENG. FOR ADDITIONAL HOIRIZONTAL TRUME, REINFORCEMENT.
0'-0: TO 30'-V' (1) X-BRACE
30'-1 To 60'-V (3) X-EIRACE (1) X-BRACE - CENTER AND (2)
BRACE DIVIDED EQUALY FROM CENTER TO END
@y_PABLE X BRACING
lo G_ABLE X- �ACINI
2. RIDGE ONE SIZE LARGER
TW414 RArTrR SIZE
MIR (3)12d NAILS OR
MIM (4) 10d OLIN NAILS
Ix6 COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN. (3) r2d NALS OR
MIN. (4) 1" GUN NAILS
1.8 NAILER SECURE TO TRUSSES
BELOW LU/
(2)12d NAILS OR
(3) Od GUN NAILS - EA, TRUSS
"TER To TRI)ISS MTS-12
CREATE VOID FOR STRAP
PENETRATION
m YA C06NV �D ROOF
e -24 RAFTER TO ISILKii
BETWEEN TRUSSES_
0'-0' TO 3O'-O'(V'X' BRACE
TO 60'-V' (3)'X' BRACE
(I 'X' BRACE . CENTER)
(2 'X' BRACE DIVIDED EOUALY FROM CENTER TO END)
FIBERGLASS e4-4tW.LES OVER
SO FELT ON
(2) 2X4 -2 SYP DIAGONAL BRACEE ---/
LIJV 3-12d - EA TRUSS ( DIAGONAIL BRACE
TO COVER 5-TRUS6ES
2x4 BLOCKIWG UA41EPW
15 PRESENT
(2) 10d NAILS EA END
TO TRUIS6
SPF STFFBACK
(SEE SEALD rW.. PACK FOR
SIZE A CONNECTION)
1/16, Oes SHEA TwIwG —
USE " NAILS AT
4' EDGE 4 ( V ... FIELD
2X4
C,e Sl��ll RT LAI,
M A-24
SWEATHINGIRAILING TO BE I
61 O'C' IN F ELD
4' OrAALL EDGE$ W/" NAILS
rl 1).,-_-�Y
SCALEt V2'.I'-V*
TMOS 24' ..
1/2' CLG. BOARD
NAIL CONT, RAT RUN TO
T"S UP (2)12d . EA TRUSS
2X4 SYl- RAT ADJACEN
TO DIAGONAL BRACE
IDSL TOP PLATE
2X4 STUD IS' 04. MA>C
12
FINISH m LANDING
3/4' PLYWOOD FF.
PLY�
z
D E53 L 2 X &
1115 UPLIFT
SIMPSOM WTSM2O
W/10 )old TO Tmiss
AND (4) 1/4' x 2 1/4,
TAPC,ONS TO CON
POURED LINTEL
-2350 UPIL FT
(2) SIMPSOM 14TSMO
INSTALLED ON OPPOSITE
FACES OF BLOCK WALL
WAO Od TO TFSUSS
AND (4) li4o x 2 1/4
TAPCONS TO CONT
n12 TRUSS AhjSjOR RETROFIT
117_1�
�11N. FINISH
3/4' PLYWOOD WITH
LANDING DETAIL 4 12 - D COMMONS WINDER DETAIL
NAILED THRU 3/4"
PLYWOOD INTO
FINISH im LANDING___�H
3/4' PLYWOOD rp STRINGER,7
LE65 THAN 4'TYfl,
3-2XI2 6YP STRINGER I Del- 2X12 X12 TnA
BETWEEN SPINDLES
T Ilp
TnA
REINFORCED W/2X4 5PFOR CUT I
W/CONT. BEAD OF FLOOR J015T IX0 R167ER
SUB-rLOOR ADHESIVE
FIL-400 OR SIMILAR o
HAND R41L-�
EA HORIZONTAL RUN
SECURE TREADS TO STRINGER
W/(3n 3' SCREWS IS EA
STRINGER, UNTHREADED SHANK
1/2' DRYWALL
TO EXTEND BEYOND THICKNESS
OF SUB -FLOOR 614EATHING
IXIO TRIM---'
NOTE:
I' NOSING TYP.
STAIRS RISERS TO CONFORM
TO FBCR 5TH EDITION (2014)
MIN. TREAD 10% MAX, RISER 1-3/4' (B) 10d CUT NAILS
-m 2X4 P.t
311(o'MAX. VARIATION IN RISER5/TREADS
5LEEPERINTO
ADJACENT TO EACH OTHER
SLAB
3/a'MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA,
TO BE 1 3/4' +- 1/4' OR PROVIDE EQUIVALENT
GRASPABILITY (� �STAIR
SECTION DETAILS
WINDERS- MIN. ro' WIDE a NARROW ENE)
MIN. 11' WIDTH EI 12' FROM NARROW END SCALE:
3/4--l'-O'
34'MIN. HANDRAIL HGT.
6
G Ro UU0.2.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www,abdesigngroup-com
AA#:O 25
IR
POOR a L074
SILVERADO
LOT 33
BLK 6
Pno T#
04128.000-03361
MODRU
4EHB
"2605- HAYDEN"
GAPLAGM NTrlKQ
LEFT
PAGIM
misc.
DETAILS
150 MPH EXP. B
ARCHRIECT-
STATE Of=
D DAM 11/10/17 '1
Tm
a ISCA.Lft 1/4"=I'-O"
DIU=
`5 IT
PRODUCT APPROVAL LISTING -SHINGLES -STANDARD
PRODUCT APPROVAL LISTING
EXPIRATION DATE
FL 10446-114
SIMPSON STRONG -TIE CD
STRUCr CDMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FL 10447-113
SIMPSON STRONG -TIE CO
STRUCr CDMP.
WOOD CONN ECTORS
2014 FBCR
12/31/2017
FL 10456-R3
SIMPSON STRONG -TIE CO
STRUCr COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FL 17236-R2
USP STRUCTURAL CONNECTORS
STRUCT ODMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 17244-Rl
USP STRUCTURAL CONNECTORS
STRUCr CDMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 17243
FL 17241
FL 17236
USP STRUCTURAL CONNECTORS
STRUCT CDMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 17244
FL 6223-112
FL 17236
USP STRUCTURAL CONN ECTORS
STRUCT ODMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 7473-116
EAGLE PRODUCTS
ROOFING
ROOFTILES
2014 FBCR
12/31/2018
FL 12019-R5
AMERICAN CONST. METALS
PANEL WALLS
SOFFIT
2014 FBCR
3/2/2020
FL 17624
PLYGEM
PANEL WALLS
SOFFIT
2014 FBCR
7/31/2019
FL 14039-112
PLYGEM
SINGLE HUNG
2014 FBCR
7/31/2019
FL 14634-R2
PLYGEM
SLIDING GLASS DOOR
2014 FBCR
7/31/2019
FL 15264
PLYGEM
WINDOWS
MULLIONS
2014 FBCR
7/31/2019
FL 14253-113
PLYGEM
FIXED GLASS
2014 FBCR
7/31/2019
FL 15217-114
MI WINDOWS & DOORS
SINGLE HUNG
2014 FBCR
12/31/2017
FL 13349-114
MI WINDOWS & DOORS
SLIDING GLASS DOOR
2014 FBCR
12/31/2017
FL 15333-R2
Ml WINDOWS & DOORS
WINDOWS
MULLIONS
2014 FBCR
12/31/2017
FL 15076-113
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2014 FBCR
12/31/2017
FL 5678-113
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FL 5684-R7
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FL 15279-114
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FL 5991-RS
THERMA-TRU
EXT. DOORS
SWINGING EXr. DOOR
2M4 FBCR
Q/31/2018
FIL 10758-R6
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2014 FBCR
04/13/2018
FL 10477-R3
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 13192-R4
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 13223-113
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 13265-112
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FIL 4103-118
TAMKO
ROOFING
ROOFING ACCESSORIES
2014 FBCR
12/31/2018
FL 7006-119
IKO
SHINGLES
30 YEAR
2014 FBCR
9/6/2021
FL 159-118
CASTCRETE
STRUCTURAL
LINTELS
2014 FBCR
9/11/2018
THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA
VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO
PURCHASE AND INSTALLATION.
REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM @
WWW.FLORIDABUILDING.ORG
CONTROL DATE: 09/26/2011
A R C N I T 9 C T 8-1
6
G r aQesl n
ousO. 2.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA 0: 0003325
e a 'um I V. a. MOM
SILVERADO
LOT 33
BLK 6
PROJWT# 1
04128.000-03361
MODMU
4EHB
"2605-HAYDEN"
GARAGM BWDM:
LEFT
PAGIM
PRODUCT
APPROVAL
LISTING
150 MPH EXP. B _Of
I SCAIM 1/4"=I'—O"
8*mcm
D6
P'A R C N I T E C T 8
lPREFOIRMED CONTROL JOINT--\
FLAW-e OF CONTROL JOINTS Td
BE tUIRED TIED TO LATH . S' -
O.C, MAX (VERT.). NOTE, DO
NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS
BEYOND EXCEPT STAPLES Ull
111.
SE LEG MAY BE USED TO TEMP.
CURE CONTROL JOINT
DIJRR4l. INSTALLATION -------- \
FASTENERS TO BE SPACED-7
l'O.C. MAX VERTICALLY
W SHALL NOT
CONTINUOUS
mr.14 CONTROL
4TS BUT 15WALL
STOPPED AND
AT EACH SIDE
TWICY, 3 COAT CEMENT
PLASTER
WKS LAYER -2, FORTIFIBER
IBUILDINd. PAPER
APPROVED METAL LATH
FASTENED .1, (VERT.)
O.C. MAX
AT SUPPORTS
57UCCO WRAP
UIRB LAYER -1,
WOOD SWI
E AS PROVIDE 2X4 BLOCKIW.
R TM CI0*3 PLACED FLAT MAX. 6' TO S'
0.1. 4 FROM TIROL JOINT LUIASN
CONTRCOOLNJOINT FALLS ON
STRUCTURAL STUD
:AOTEWRS FOR LATH T� 11.1AILS
rAPLE
r
=6 IN CCMPLIANCE
WIFE TIES TO BE (NO. 10) 00419' WIRE
BLOCKOr. &WOUN MAY BE IN ADDITIa/
> WALL STUDS REQUIRED PER PLAN
2
M" TYPE CONTROL JOINT
CREAN PT. 5
-�E
mp� 3
EXT04P ""WLM
A-
3. M. C
a ll� W. C TOX 6
00"� MANM
—T—IM T_
THICK, COAT CEMENT
PLASTER ?FRAMI), W 2 �AT
� M-45MR (�'
UIRS LAYER -2, FORTIFISER
BUILDING, PAPER CPR" �T)
U10 LAYER M,
STUCCO IURAP� �y>
L MULDW.
�Y)
7.]
NOTE.
APPROVED BUILDINGS U)RAP
SHALL BE LAPPED A MINIMUM OF
6' 0 VERTICAL LAPS (ROLL
ENDS) 4 HORIZONTAL LAPS,
ALL 9 NEE�� TA
To BE PED
ALL SEAMS NEED TO ME TAPED
UJITI4 FORTIBEIR SHEATHIN6. TAPE
T'EER EAT ' TAM
HWAL
JLAIW��
LATH VERTICAL LAP TO BE V
METAL LATH
T
WIRE, LAYER -1
\L STUCCO upw,;
_�_LAYER 01, FORTIFIBER
BUILDIW. PAPER
>TAPER LAP
ALIEs
E.
KICKOUT
DETAIL
VERTICAL LATH
& PAPER DETAIL
NOTE
SIDE LAPS OF METAL
I-LASTER BASES SWALL
BE SECURED TO
FRAMW. MEMBE
THEY SHALL BE 7716FE-D
BETUIEEN SUPPORTS
WITH 0,0415414.021-mm)
WIFE AT INTERVALS NOT
MORE TWA" S'"22%-MM�.
AS PER ASTM CbV&3
I.S.I.
FOR REPAIR Or TEARS
IN WRIS LAYERS, TEARS
MAY BE PATCHED
WIHOUSE mAPrAPE
PER MANUF. SPEC. OR
PEEL A STICK
ROOF
THIO<, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER -2, FORrIFIBER
BUILDIN6. PAPER
UIRIS LAYER
STUCCO WRA"p
WOOD SWEATNINd.
WOOD $TUC:
SHEATHING,
PAPER
STUCCO
HORIZONTAL LATH
& PAPER DETAIL
WOOD SHEATHING OR CMU
WR5 LAYER 01,
STUCCO WRAP (FRAME ONLY)
j'THIC<, 3 COAT CEMENT
PLASTER (FRAME), 1/2'2 COAT
CEMENT PLASTER (CMU)
METAL LATH (FRAME ONLY)
LAP WRIB 4 TAPE OvER
R '/WALL 6CREED
OOF
E,'X5* V TYPE CONTINUOUS
GALV. METAL FLASHING
(NAIL TO ROOF DECK, NOT
WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
ROOF FIER ELEvATION5
L" FLASHING
N.T.5.
4'.4' SELIF-ADHIRING. MEMBRANE—,
FLASWIWG (COMPATIBLE Ull
'F
WRAP MATERIAL) 01 _R
APPROVED HOUSE UqAP,
V OR LESS PIPE
PENE�RATICN
CUT AND OVERLAP ONE SID OF
E
SELF-ADWE IW. MEMBRANE
FLA&HW3
6TEP 01
INSTALL FASTENERS (CLIPS,
STRAPS, STAPLES? AS --
REQUIRED TO SECURE
PIPE/ LUIRE TO FRAMW3
—6' 'SELF-ADWERIN62MEMBRANIE
lCOMPATOLIE - WOUSE
UARAP MATERIAL) OVER 4'x4'
6ELF-ADI-4EIR 0 MEMBRANE
FLASWtW. OVVR APPROVED
HOUSE UIRAP.
—CUT AND OVERLAP ONE SIDE OF
SELr-A0HrRW. MEMBRANE
STEP 02 FLASHIN6.
UM LAYER -1,
STUCCO WRAP
UMM LAYER -2, FOWNFIBEIR
BUILOW. PAPER
METAL LATH
__6'x6'SEL ADWERINd. MEMBRANE
FLASHIWGIDVIER 4'x4'
SELF-ADWERING. MEMBRANE
FLASHIW. OVER APPROVED
HOUSE WRAP.
HOUSE WRAP.
FLAIIWIW� TO EXTEND ONTO PIPE
CCNT. BEAD OF SEALANT
INSTALL APPROVED HOUSEUURAP AIR
INFILTRATION BARRIER OVER
SHEATHING,
SECTION
Edwlor Whina mW
Exwrloru olporfiand�plww
shall=y h the apW��
requi ,VfA,TM C 926-12A-
Insla labon .1 oxwlar lah a� hmig
shall'mmply with ASTMC`IgO63�12A.
'\f=llf=E FENETfRATION DETAIL (FRAt-1
A
N.T.5.
I I ple NJ
I)R,41N,4r-:;E FLANE (WfRB
LAYEfR '*I, 5TUGG0 WfRAF)
WRB LAYER *2 (FORTIFIBER - ----- ---
5UILDING FAFER)
METAL LAT�4 X—X—X—X
WOOD SHEAT�41NG
6ELF-AD�4E61VE FL,45�41NG - - - - - -
NOTE:
METAL L,4TH: LATH TO 5E FER FRC_
fR-103.(o.1 / 45TM C-041-0e, MIN. 25 L55,
f=ER &a. YARE) (UTILITY OfR NOMINAL
LAT�4 DOE5 NOT MEET 5f=ECIFIGATICNS)
Dn'!gn
row I.C.
LONGWOOD, FIL 32750]
-774-6078
PH:407
FAX: 407-7744078
p _
wvm.abdesigngmup.cm
L AA #: 0003326
11
I
9
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.
.
.
F-muswv. ik 10,2cl
SILVERADO
LOT 33
BLK 6
pmojw
04128.60 -03361
4EHB
"2605-HAYDEN"
GAI%AGZ DIM90'
LEFT
PAG&
WALL
ASSEMBLY
DETAILS
150 MPH EXR B
DAM 11/10/17
_XCAXJb 1/4"=l'-O"
WAI
INSTALL 6' SELF-ADWERINd.
MEMBRANE FLASHING OVER
TOP, SIDE(S) AND BOTTOM
FLANGES Or NON -MOVABLE
FRAME Or THE EXHAUST.
SEQUENCE OF FLASHING TO BE:
1. BOTTOM, 2. SIDE5. 3. TOP
X VENT CAP IS TO BE SET IN BED
OF SEALANT AT TOP AND
SIDES ONLY, SEALANT 15 TO BE
TOOLED So AS TO DEFLECT
WATER AWAY FROM JOINTS,
I
X E-Z BEAD ALL AROUND
I VENT -APPLY SEALANT ALL
1[X
JOINTS AND INTERSECTIONS
APPLY SEALANT AT PERIMETER Or
BACKER ROD
NON -MOVABLE FRAME AND STUCCO
ON ALL SiDES,)'I' CAULKING 0 JOINT
ALL AROUND
PER FBC R703.6.1
BACKER ROD
Exterior use of portland oement plaster
shall oomply with the applicatio
requirements of ASTI, C ._, �A.
Installation of exterior lathing and framing
shall comply with ASTIM C 1063-12A.
WRI5 LAYER -1,
P11
STUCCO WRAP
`
- WOODED VENT
J'THIICK, 3 COAT CEMENT
I-LASTER
METAL LATH
WR5 LAYER -2, FORTIFIBER
5U1LDIW. PAPER
WOOD SWEATHIWG
DRYER
VENT (FRAME)
WOOD SHEATHIW.
RTIFIBER
WOOD
CONSTUCTIC;�\ It
—METAL LATH
a, CMU
VINYL CASIW. BEAD
r.* RAISED BAND
To MID -WALL
&'WIDE STRIP 6ELF
ADHESIVE FLASHING., CLEAN
MASONRY BEFORE APPLYIW.
Z FLASHIW.
STONE VENEER
OVER SCRATCH COAT
HORIZONTAL WEEP SCREED
W/STONE VENEER
(FRAME TO BLOCI!a
LEGEND -
DRAINAGE PLANE (WRB
LAYER 01, 6TUCCO WRAP)
WRB LA`rER *`2 (FORTIFIBER
BUILDIN(:� PAPER)
METAL LATH X—X—X—x
6TUCCO
WOOD 5HEATHING
5ELF-ADHESIVE FLA6HING
NOTE:
METAL LATH: LATH TO BE PER F5C;
R-103.6.1 / A5TM C-a4l-OS, MIN_ 2.S, LB5.
PER 5Q. YARD (UTILITY OR NOMINAL
LATH DOE6 NOT MEET SPECIFICATION5)
ELEC. METEF
VERIFY LO
STUCCO
FINISH
&'SELF ADHESIVE
OVER TOP 4 SIDES
SELF
FLASHING
UNIT
PREMANUP, DRYER
VENT CAP (5ET IN
CONT. SEALANT)
SEALANT s
TOP 4 SIDES
(@ DRYER VENT (BLOCK)
BUILDING PAPER
OVER:QUICK
FLASH
PIPE THROU6.1-1 —
WALL
6' SELF ADHESIVE
FLASHING (INSTALI
PER MANUP. SPEC
BUILDING PAPER
UNDER 'QUICK FL4
A VENT PENETRATION
SCALE: N.T.S.
/'71=1" 1�11 r�,=L.Mly=
STUCCO SCRATCH COAT
4 1 COAT OF PAINT W/5ACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
ELEC
VERI
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF FAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLEND FOAM
R SIMILAR)
APPLY A 51LICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
CONSTRUCTION
WOOD SHEATHING
WR5 LAYER *I,
STUCCO WRAP
WR5 LAYER *2, FORTIF15ER
BUILDING PAPER
J' THICK, 3 COAT CEMENT
PLASTER
V TO 'Ya'MID-WALL
WEEP SCREED
ro" SELF-ADHESIVE
FLASHING
WOOD FRAMED
WALL
RIZ( EEP SCREED
(FRAME TO FRAM
::0 SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COM50 OR METER CAN AND
DISCONNECT
ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED POUSEWRAP
FOR BOX INSTALLATION
WRIB LAYER 01,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOL*EWIRAP
BELOW
CUT SUCH TWA
NO MEMBRANE
ENTERS BOX,
APPLY TO FAi
EDGE
APPLY E-Z
OVER roo M
GRADE 'D'
FELT-PROvI
SEALANT AT
JOINTS AND
INTERSECTIC
WOOD SHEATWIW.
STUC.L1A:>yXF"
LAYER -2, FORTIFIBER
BUILDING PAPER
METAL LATH
WOOD —1/8' TEXTURED
CONSTRUCTION FNISW . WOOD
FASTEN TO WOOD STRUCTURAL
TI_
7 OC. MAX
mE7R
a, CMU
,,-MID-WALL
- 69�
6'WIDE STRIP SELF
ADHESIVE FLASHING., CLEAN
BEFORE APPLYING.
v FIN15H - MA50N11Y
(�4 HORIZONTAL WEEP SCREED
(FRAME TO BLO
WRIB LAYER 01,
STUCCO WRAP
CUT 'X* INTO —
SELF-ADHERIN6
MEMBRANE FLASHING
APPLY 5ELF-ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRB LAYER
*I
STEF *'I
APPLY &0 MIN -
GRACE 'D* FELT
OVER
BELF-ADWIERING,
FLASHING OVER
APROVIED
HOUSEURAP
5TEF #3
A -
lux.,
&TEF *12
WRB LAYER 01,
STUCCO WRAP
SELF-ADPERING
!MEMBRANE FLASHING
WREI LAYER 02, FORTIFIBER
BUILDING PAPER
&TEF #4
ELA5TOMERIC
COATIWS OVER
STUCCO/ C.V. FIN15H
(SEE TYPICAL WALL
SECTION)
METAL LATH
&TEF *S &TEF
(�) ELECTRICAL RECEPTACLE
F'A R C N IT E C TS
6
G r ZDe i n
OUS0.2..
PH: 407-774-6078
FAX: 407-774-4078
www.abdosigngroup.com
I
AA #: 0003325 j
F IL
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SILVERADO
LOT 33
BLK 6
PADJWT#
04128.000-03361
MODRU
4EHI3
"2605-HAYDEN"
GARAGE BWMG:
LEFT
IPAGIM
WALL
ASSEMBLY
DETAILS
1, 150 MPH, EXP. Bj
� Anicwmat-
3TATE F FLOMA
I
r]DD '"T 11/10/17
111111111CALM: 1/4"=1'-0"
MEW
WA2
22" 1;
. METER FIELD
FY LOCATION
F"
EXT. WOOD FRAMED
WOOD SHEATHING
WALL
WRIB LAYER -1,
STUCCO WRAP
SUS-rLOOR DECKING
WOOD
WR5 LAYER -2, FORTIFIMER
CONSTRUCTION
BUILDING PAPER
PRE-EN31ID TRUSS
%'WAT CHANNEL
J' THICK, 3 COAT CEMENT
WEATHER RESISTIVE
W/5/.' TYPE 'WDRYWALL
PLASTER
BARRIER -1
6' SAP. - TOP OF WEEP SCREED
WEATHER RESISTIVE
TO SHEATI-11W. BEHIND WEEP SCREED
BARRIER -2
WOOD SHEATHING
4' POSITIVE DRAIN
LLIEEP SCREED
THICK, 3 r-cAT CEMEN v4RIES
PLASTER
METAL LAT14
WRIS LAYER -1,
STUCCO WRAP
WOOD SHEA I
THICK, 3 COAT CEMENT
PLASTER O'SELF-ADWEREING,
AMrpr,-UF-ljr�-18Q QSTOM CASING BEAD rLAS4-4W. WRAPPED
TOP Or WEEP 6CREED
TO SHEATHING BELOW
WIRB LAYER -1,
4'PO$ITIyE DRAIN
STUCCO WRAP
WErP Or
WR5 LAYER -2, FORTIFIBER
-REED
------------------
BUILDING PAPER
NO GA IN FIELD
(SWOUN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
WSELF-ADWEREIN6.
WRB LAYER -1,
FLASHING WRAPPED
STUCCO WRAP
CORI4ER OF CANTILEVER
4'POSITIVE DRAIN
AMICO M6&-WFWC-18Q
CUSTOM CASING BEAD
Y2 WEEP SCREED
NO GAP IN FIELD ---x
(SHOUN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
CASING BEAD
DTL. @� CANT.
(�� SCALE:
NOTE:
METAL LAT�4- LAT�4 TO 5E FER F5C
R103.ro.1 / 46TM C-a4l-OCJ, MIN, 2.5 L55.
FER 5Q. 'I'ARID (UTILIT'T- OR NOMINAL
LAT�4 DOE& NOT MEET 5f=EGIFICATION5)
CON TRUCTION
T-U
WOOr
'reARRIER -2
WEATHER RESISTIVE
BARRIER -1
RESILIENT WEATHER RESISTIVE
��ZT' CHANNEL 1
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
5/V TYPE WDRYWALL
D
W/TEXTURE . 4 PAINTED
11000 SHEATHING
FINI—
THICK, 3 COAT CEMENT
(V 2xI2 HEADER
tNO
VINYL COWER BEAQ
4'f'V*1TiVE DRAIN
WEEP 5CREED
VINYL CAS0,* BEAD
GAP IN FIELD
(SHOWN FOR CLARIFICATION Or
SEPARATE ACCESSORIES ONLY)
DRIP EDGE
INSTALLATION
5/$'TYM 'X' DRYWALL
W/TEXTURED 4 PAINTED_
FINISH —
J'THir-K, 3 COAT CEMENT
PLASTER —
RWjjWj@ ffja"[�_3
WOOD CONSTRUCITON
WEATI-IER RESISTIVE
BARRIER -1
WEATHER RESISTIVE
BARRIER -2
j'TWCK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
HEAr.>ERJSEAM
VINYL CORP. 4'
POSITIVE DRAIN
tUEEP 5CREED
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
@2RIP EDGE INSTALLATION
EXTERIOR GRADE
DRY WALL
J' THICK, 3 COAT r-EmE
PLASTER
RNIER BEAD
-VINYL CASING BEAD
ANTILEVER DRIP
EDGE
L E GIF-Lil N D-
DRAINAGE PLANE (WfR5
LAYER *11, STUC;CO WR,4f=)
WR5 L,4YEfR *12 (FORTIFIBER
BUILDING PAPER)
METAL LATH
5TUCCO
FINISH LAYER (2 LAYER
PEEL 4 STICK)--\
6' PEEL 4
STICK -
EDGE TO
DECK
I �'Xl %' P.T. OR SIMULATED
WOOD (TREX)
CONTINUOUS
WATER PROOFING let
LAYER (2 LAYER PEEL
STICK) WRAPPED FR�
BALCONY DECK TO
CANTILEVER
W PEEL 4 STICK a
DRIP EDGE TO DECK�
I Y2-XI %4- P.T. OR SIMULAT
WOOD (TREX) FILLER,
CONTINUOUS —
Y4'GAI- FOR BA �nl—'
ROD 4 SEALANT
FINISH LAYER (2 LAYER
PEEL A STICK)
314 RESILIENT ------
HAT CHANNEL
5/S' TYPE *X* DRYWALL
W/TEXTURED 4 PAINTED_
FINISH
J'THICK, 3 COAT CEMENT
PLASTER
VINYL CORNER sEAr>
VINYL CASING BEAD
COLUt'N SHEATHING
UJEAT14ER RESIST VE
BARRIER -1
3' X 3' 26 GA. GALV.
—WEATHER RESISZE
METAL DRIP EDGE
BARRIER -2
SET IN FULL BED OF:
SEALANT Yj MIN,
SPACE rlRbm DRIP
r., SAP.
PEEL 4 STICK
PACE TO TREX
1 YQ*x3' VFLA&HIWG
FULLY EMBEDDED
IN ROOF CEMENT
I)JI x 312r. GA. GALV.
YA* GAP FOR BACKER
METAL DIRIP EDGE
ROD 4 SEALANT
Y4, GAP FOR BACKER
SET IN FULL BED Or
f,
ROD 4 SEALANT
SEALAN T, h, MIN.
VINYL CASING 5EAO
SPACE FROM DRIP
FACE TO TREX WEATHER RESISTIVE
WEATHER RE515TIVE
VINYL CASING BEAD
I
CWE
R
BA=
I I
BARRIER -1
T"EIRRENSTIVE
WEATHER RESISTIVE
WATER PROOFING lot
'\
BARR '
BARRIER -2
LAYER (2 LAYER PEEL",
J..
t
AL.
E.1RZVCOLUMN
4 STICK)
COLUMN SHEATI-Ilt
DECK MEMBRANE,
XTENID OVER DRIP
DGE
3' X 3' 29, GA. GALV
METAL DRIP EDGE
SET IN FULL BED Or
SEALANT,)j- MIN.
SPACE FROM DRIP
FACE TO TREX
ANYL CASING BEAD
WATER PROOFING lot
LAYER (2 LAYER FEEL A
STICK) WRAPPED FROM
BALCONY DECK TO
CANTILEVER
J* THICK, 3 COAT CEMENT
PLASTER
METAL LAT44
WOOD SHEATHING
WEATHER RESISTIVE
BARRIER -1
WEATHER RESISTIVE
BARRIER -2
4' POSITIVE DRAIN
WEEP SCIIREED
(SWOUN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY�
BALCONY DRIP
110A EDGE INSTALLATION
X—X—X—X
WOOD 5HEATHING
6ELF-ADHE61VE FLA6HING — — — — —
X R G 5 R
THICK, 3 COAT CEMENT
PLASTER
7 tli2 1/2'1 CORNER IBEAD
FASTENED TO SHEATHING
11 O.C. MAX.
--WR5 LAYER 01,
STUCCO WRAP
WOOD SHEATHING
METAL LATH
WR5 LAYER 02, FORTIFIBER
BUILDING PAPER
C
—) ORNER BEAD @) FRAME
IC14A —
'k 2 1/2
L-L�M[N=m C;1=11AL-1
(FASTENER 4 SPACING s I' O.C.)
CMU
%'TPICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MA50NRY
WOOD SHEATHING
WRB LAYER 11,
STUCCO WRAP
SAP.
\PEEL A STICK
I"
"I Y,2*.3* V FLASWIWG
SUB FLOOR
FULLY EMBEDDED IN
ROOF CEMENT
I V x 31 2& GA. GALv.
— --------
METAL DRIP EDGE
I P.T. OR SIMULATE
IN FULL BED OF
WOOD (TREX) FILLER,
SEALANT, Y2- MIN.
CONTINUOUS
SPACE FROM DRIP
TO TREX
Y4'GAP FOR SEALANT
�/FACE
VINYL CASING BEA2
OPT. SACKER ROD,
WATER PROOFING lot
mnnlFlpn so
LAYER (2 LAYER PEEL A
3/4 RESILIENT
STICK) WRAPPED FROM
HAT CHANNEL
Y C TO
1
VINYL CASIW3 BEAD
CANTILEVER
J' TW cK, 3 COAT CEMENT
ymm-mm
PLASTER
-.Ww—
5/8' TYPE 'X'DRYWALL
i META LATH
W/TEXTURED 4 PAINTED
I
WOOD SHEATHING
FINIS44
THICK, 3 COAT CEMENT
WPOWTIVE DRAIN
WEEP SC
PLASTER
-REED
VINYL CONNER BEAD
(SHOWN FOR CLARIFICATION Or
VINYL CASING BEAD
SEPARATE ACCESSORIES ONLY
BALCONY
DRIP
EDGE INSTALLATION (9) COLUMN
I
(W/"L"
FLASHING)
SCALE: NTS
WR5 LAYER *2, FORTIFI5ER
BUILOIN(S PAPER-----,,
METAL LATH
J' THICK, 3 COAT CEMENT
PLASTER
ro'SELF- ADHERING—
FLA5HING
DRIP CAF
WINDOW FLANGE
WOOD SHEATHING
WR5 LAYER 01,
STUCCO WRAP
WRB LAYER *2, FORTIF15ER
BUILDING PAPER
METAL LATH
LitT
-
9' THICK, 3 COAT CEMENT
!E L E
V F
PLASTER
CLARITY)
WRB LAYER w2, FORTIFIBER :1
BUILDING PAPER .x
METAL LATH —7
"�j
j- THICK, 3 COAT CEr
PLASTER
& ISELF- ADPERING
FLASPING —
DRIP CAP
WINDOW FLANCsE
CASING BEAD @) WINDOW
(FRAME, NO BAND)
F-A It C IN I T E 0 T 3
G r2ftac.,
Desp
b qUum.a..
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdosigngroup.com
L AA #., 0003325
E
Fzv' a. 1,074
SILVERADO
LV F
L LOT 33
T
L
BOL K 6
]PROJECT#
04128.000-03361
MOD111
4EHI3
"2605-HAYDEN"
GARAGM 811111ING.
LEFT
PAGIR:
WALL
ASSEMBLY
DETAILS
150 MPH, EXP. B j
ARCKTIECT
STATE OF FLOP40A
"I
11/10/17
WA3
WOOD SHEATHING
WRB LAYER fl,
STUCCO UJRAP
WRB LAYER *2, FORTIP15ER
BUILDING PAPER —
METAL LATH
J' THICK, 3 COAT CEMENT
PLASTER
ro"SELF-ADHERING�
FLASHING
VINYL ANGLED
CASING BEAD
DRIP CAP
WINDOW FLANGE
WOOD SHEATHING
WRIB LAYER 01,
STUCCO WRAP
I rl
WR5 LAYER *2, FORTIFIBER
BUILDING PAPER
METAL LATH
�EXPLOD THICK, 3 COAT CEMENT
VIEW FOR PLASTER
CLARITY)
ER 01,
WRAP
NGLED
B E A C2, - -
ER -2, FO
RTIFIMER r.
PAP7 �1'. i
TI4
3 CbAT CEMENT
A
ADHER!I43
I L
DRIP CAP
llllklM^Iil rl Akl�_= :::��
WRIS LAY
BUILDING
METAL CA
J' THICK,
PLASTER
&'SELF-
FLASHI
METAL LATH
WR5 LAYER 01,
STUCCO WRAP
WRE, LAYER 02, FORTIFBER
BUILDING PAPER
J" THICK, 3 COAT CEMENT —
PLASTER
VINYL ANGLED
CASING BEAD
VINYL C,45ING BEAD
Y4"GAP TYP
CASIN6 BEAD
TO TRIM
IX TRIM MEMBER
ID STUCCO TO
51DING TRANSITION
SID ING 7
WOO[) 5�4EAT�41NG
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH SEALANT
WRB LAYER -2, FORTIF15ER
BUILDING PAPER
WOOD SHEATHING
WIRE, LAYER -1,
STUCCO WRAP W5TRUB, LAYER
UIRAF�
CASING BEAD
I&' SELF- ADHERE ING
FLASHING OR FEEL 4 STICK
SIDING T
0 STUCCO
DOM CONSTMJCTION
13EYOND
WOOD SHEATHM
LUEATWER REMOTIVE
'VE
BARRIER di
VE
UJEATWER RESISTIVE
17
BARRIER
j.S?<pMl%LAP SIDIW.
AL
V SELF-ADWERW.
FLASHW.
b'SELF-AD4RERIW.
FLA-644W.
UEATWER RESISTIVE
BARRIER -1
STARTER STRIP
ILEATWER RESISTIVE
13ARRIER -2
LK OR
WSELF-A WERIW.
FLAS441W.
GALV'D METAL
GALVD MIETAL—
FLASWW.
'Z"PLASWW3
4��WSIMILATED
TRIM MEMBER
Re CASW.
4��&'SIMULATED
TRIM MEMBER
BEAL GAP WICAAILKW.
OR APPROVED SEALANT
CASNG
SIDING TO STUCCO
(D BLOCK TO FRAME
NOTE:
METAL LATH: LATH TO BE PER FBC
R'103.ro.1 /ASTM C-841-0S, MIN. 2.5 L55.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
WIRB LAT'EIR *11,
WOOD CON$TR=TION
BEYOND
&TUCCO WFRAF
UJO00 e"EATWIW. —
UJEATWER RESISTIVE-—-
BARRIER
IIJEATWER RESISTIVE
BARRIER -2
WfRE3 LAYER *�2, FORTIFIBER
I.. X 1'� LAP stDw.--._
ME AL
BUILDING f=,4f=EfR
FLASWIW
-7--
METAL LAT�4
STARTER STRIP
OR
S T�41CK, 3 COAT CEMENT
(EXPLODEr)
VIEW FOR
f=LASTER
GALvv METAL
'Z'FLASHtW.
CLARITY)
Lg�,<&'SIMULATED_____
TRIM MEMBER
CASING BEAD @0 RAISED
17A BAND (FRAME)
SCALE: 11/2"=V-0-
1
("I FLEXIBLE PVC
BACKER ROD)
6' SFLF-ADWER[W.
PLASWIW, —
WEATWER
BARRIER
UEATWER
BARRIER
LAP
TOP
WINDOW FRAME
2X FRAMING
-----------------------------------------------------------------------------
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
. ....... WR5 LAYER 02, FORTIF15ER
BUILDING PAPER
,JOK ------- E-Z BEAD VINYL CASING
(WI-11s' FLEXIBLE PVC BACKER ROD)
WRB LAYER 01, STUCCO WRAP,
WRAPPED AROUND FRAMING
MEMBER
ro' SELF ADHESIVE FLASHING
WOOD SWr=ATWIWG
DETAIL BELOW EXPLODED
FOR CLARITY
----------------------------- - - - -
------------------------------------------------
r,,41- TYP
4
C46ING BEAD
SEALANT TO WINDOW
UJEATWER RESISTIVE
BARRIER -1 TO LAP
r,'MrhL ABOVE TOP
0 - 'Z'FLA&4W
r
q.—ER RE.I.TIVE
BARRIER -1
UEATWER PM516TIVE
ISARRIER -2
'ALV'D METAL
_1
'Z'FLASWW.
DO NOT CAULK OR
W.
SELF- AD_RW.
rLASWIW.
�-SEAL GAP LLVCAULKM
OR APPROVED SEAL T
�-IIJEATWEIQ RESISTIVE
BARRIER -1
(W/%* FLEXIBLE PVC
SACXEIR ROD
SIDING TO STUCCO \-UJEA'4MlQRE8ISTIVE
BARRIER -2
FRAME TO FRAME
TRANSITION
WINDOW FRAME
WINDOW FLANGE
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER *2, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
(o"WIDE PEEL 4 STICK
OVER FLANGE
E-Z 15EAD VINYL CASING
2X FRAMING (W/%'FLEXIBLE PVC BACKER ROD)
MEMBER APPLY FULL BED Or SEALANT BETWEEN
BUILDING F-LANGE 4 BUILDING WRAP
WRAP
EZ BEAD WINDOW CASING1
LEGEND
DRAINAGE PLANE (WR5
LAYER 1*1, STUCCO WRAP)
WR5 LAYER 02 (FORTIF15ER
BUILDING PAPER)
METAL LATH X—X—X—x
STUCCO L--
WOOD SHEATHING
61ELF-ADHEVvE FLASHING
A III C N I T E C T $I
ou pin
J441 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774,6078
FAk 407-7744078
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SILVERADO
LOT 33
BLK 6
PROJECT# 1
04128.000-03361
MODEL,
4EHI3
"2605-HAYDEN"
GAFtA0Z BTrING:
LEFT
p
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
I PRINT
DATJ& 11/10/17
8CALlft 1/4"=V-0-
opmoRT
WA4
WRE, LAY
STUCCO
VINYL A
_7%
r A R C K I T E C T 8
CUT HOUSEWRAP
AT 45' ANGLE
MODIFIED Y CUT
IN HOUSEWRAP
LINE or WNDOW-
OPENING
APPROVED HOUSEWRAP
OVER SHEATHING OVER
WID STUD WALL
STEP I
INSTALL 6'
SELF-ADWE
FLASHING C
NAILING FL,
JAMBS
EXTEND FL
I' BELOW al
FLEXIBLE F
DO NOT SE
FIN
TEMPORARILY
FOLD -UP 4 SEC
WOUSEWRAP (01
TUCK FLAP UND
at HEAD
FOLD k:)USEU-X
IN AT JAM55 4
SLOPE SILL R
NSTALL r.*-
5ELF-ADWERIW.
FLA-'kWtW. OVER
VINYL HEAD
�LASHIW. (WITH END
DAMS) NAILING
PLANSE
EXTEND
SELr-ADWERIN�;
PLASWIWG I' MIN
BEYOND JAMB
PLAS4.41W.
NSTALL VINYL DRIP
CAP
STEP 7
MIN
ALIGN FLASHING
W1 INT. EDGE Or
SILL P-O�
MECHANICALLY
FASTEN FANNED
EDGES. (CAP
NAILS, STAPLES)
INSTALL DUPONT
FLEXWRAP AS TI-
FLASHING AT THE
FOLD
DOWN
DIAGC
ACRa,
WINDO
�,PPLY V NOM.-
:ONTINUOUS BEAD
:)F SEALANT AT
IAMBS AND HEAD o
WPLY TO BACK Or
UINDOW NAILING
:LANGE IN LINE W/
RE-PUNCWED
40LES OR SLOTS.
�IDE ADHESIVE -
-XIBLE FLASHING
,VER DRIP CAP
'ECTO-WRAP
EQUIV)
WINDOW F"LASHING
-'TAILS
INSTALLATION DE
(FULL WRA-r'---')
SC,4LE: NTS
STEP 4
STEP 9
INSTALL
PLUMB, L
AND SOL
MANUFAC
WRITTEN
INSTRUC1
iA Ly
EQANE
LASHING
VER JOINT
�11�Tlg. THE C TACTORS RESPONSIBILTY TO VERIFY
E r
COMPAT151LITY Or ALL PRODUCTS INCLUDING
WOUSEWRAP, SEALANTS 4 SELF -ADHERING
FLAS441W6 MATERIALS
USED DURING CONSTRUCTION.
2. INSTALL ALL MATERIALS PER MANUFACTUR
WRITTEN SPECIFICATIONS
WAJ744INS: SEALANTS MAY REACT ADVERSELY IF NOT
COMPATIBLE.
NOTE:
CLEAN AND SEAL JAMB TO $ILL JOINTS WITH
C>OW 1113S FOLLOWING COMPLETION OF
EXTERIOR RETRONT WORK I
1 FN2-T-9-
REPAIR 5CHE . ME 514OUN SHALL BE
IMPLEMENTEC> AT ALL WINDOWS WITH
EVIOENCE OF WATER INTRUSION BELOW THE
WINr>OW OPENIWG
'NOTE:
SEAL INTERIOR PERIMETER or WINDOW WIT14
EALANT
U
ms,
,ffin
Gr WOU p 00. n2c.
l"i N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-7744076
designgroup com
www,&,#: 0003325'
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SILVERADO
LOT 33
BLK 6
[PRO T#
04128.000-03361
MOD=-
4EHB
"2605-HAYDEN"
GAP.&GE OWMRO:
LEFT
PAIII3111h,
WALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
150 MPH EXP. B
w
2xro 5U5-BANb
W/I'x4' NOTCH e
END, WRAPPED IN
PEEL 4 STICK
DRIP EDGE
'1/8' TEXTURED
FINISH 6 WOOD
1/2' TEXTURED
FINISH 0 CMU
METAL FASCIA
WRAP Ya' FROM
STUCCO, V FROM
WOOD WALL
EXTERIOR WALL
(FRAME OR CMU)
METAL FASCIA WRAP
2Xr. SUB BAND—/
(Qf=L,4N 5-
NOTE NOTCH FOR 2X(o
OUT REMOVED
SUB BAND ONLY FOR CLARITY
ROOF DECK (BEYOND)
EDGE, I' OFF WALL
_Z =ZZ Z� Z-I= L L L VNOT INTO STUCCO)
TEXTURED FINISH
IWOOD, 1/2' TEXTURED
FINISH w CMU
'T'\-_-'L2x(b 5UB-BAND W/I'x4'NOTCH s
END, WRAPPED IN PEEL 4 STICK
rA_)ELEV,4TlQN
METAL FASCIA WRAP I" OFF
WOOD WALL, SUB BAND 2'
OFF WOOD WALL
PRIE-ENG'D TRUSS TO BE CUT ID
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2'x4'x4'-O"
SCABBED TO TRU55
W/126 NAILS ro'-a"
O'C' MAX.
2x SUB -BAND W/IY2'x4'
NOTCH o END
METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
1/&' TEXTURED
FINISH 0 WOOD
1/2'TEXTURED
FINISH * CMU
METAL LATH
WOOD SHEATH[WG
OR CMU
IJR5 LAYER 01,
STUCCO U)RAP(FRAmE ONLY)
WRB LAYER -2, FORTIFIBER
BUILDING PAPER
(FRAME ONLY)
ROOFING CEMENT
DRIP Ece.E
METAL KICK OUT
SUB BAND DETAIL @) WALL
SUB BAND DETAIL (9) WALL
W/KICK—OUT
FRAME OR CMU
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY FOR WALL OFF
BET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4' A50VE 50TTOM OF
DRIP EDGE
2x SU5-5AND
WA�'x4' NOTCH 0
END, WRAPPE r- IN
PEEL 4 STICK
-ROOF CEMENT o
ROOF EDGE
OMITTED FOR
CLARITY
FRAME OR CMU
WALL KICK -OUT FLASHING
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY FOR WALL OFF
SET Or COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4' ABOVE BOTTOM OF
DRIP EDGE
2x BUB-BAND
W/11/2'x4' NOTCH Q
END, WRAPPED IN
PEEL 4 STICK
*ROOF CEMENT
ROOF EDGE
OMITTED FOR
CLARITY
A R C IN I T III C T I
G r2o Vu,01.!..
L441 N KUNALL) HLAUAN ULVIJ.
LONGWOOD,,FL A32750
W
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
r
L AA #,. 0003325
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SILVERADO
LOT 33
BLK 6
PMJWT#
04128.000-03361
MODEM&
4EHI3
"2605— HAYDEN"
GARAGIC 191WING,
LEFT
PAGIM
WALL
ASSEMBLY
DETAILS:
SUB —BAND
150 MPH EXP. B
ApocHrrEcT.-
STATE OF
F-PRMT 'I
DA6Tlk 11/10/17
CALM: 1/4"=l'—O"
BlEmw
k WA6