HomeMy WebLinkAbout6597 Wagon Trail Stej
STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR
D.R. HORTON HOMES
12602 TELECOM DRIVE
TAMPA, FL 33637
TEL: (813) 740-9720
F
PAX: (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
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12602 TELECOM DRIVE, TAMPA, FL 33637
Tel: (813) 740-9720 Fax: (813) 740-9715
DESIGN
CRITERIA:
ABBREVIATIONS
-FLORIDA BUILDING CODE, RESIDENTIAL,
ABY
ABOVE
[AV.
LAVATORY
5TH EDITION (2014)
Aic
AIR CONDITIONING
LUX'
LUX N US
- ALL LOCAL AND STATE
CODES
ADJ
ALi
ADJUSTABLE
ALTERNATE
M.C.
Mm
MEDICIONE CABINET
MANUFACTURER
AMP.
AMPERAGE
MIN.
MINIMUM
-OCCUPANCY
- RESIDENTIC GROUP R3
SO.
BOARD
mm.
MOUNTED
-CONSTRUCTION TYPE
- VB
CL
CAB.
CENTER LINE
CABINET
WL
NTS.
METAL
NOT TO SCALE
INTERIOR FINISH
- CLASS B
CLE ,
CERIN
0 C.
ON CENTER
:MIN
BASIC WIND SPEED
- Vult=150 M PH
CLR.
CLEARG
PL
PROPERTY LIKE
Vasd=116 MPH
CONC.
CPT.
CONCRETE
CARPET
PB.
Pii.
PUSH BUTTON
PHONE
- B
C.T'
CERAMIC TILE
PLT.
PLATE
:EXPOSURE
I -STORY REgIDENCE
-
D.
DRYER
PLY`IrD*
PLYWOOD
-2-STORY RESIDENCE
- Mg. HEIGHT AS PER LOCAL
D L
DID.
DOUBLE
DUAL GLAZED
PH.
P.T.
PAIR
PRESSURE TREATED
AND STATE CODES
DIA,
DIAMETER
R.
RISER
DOE
DIMENSION
RAD
RADIUS
DISP
DISPOSAL
RA.G.
RETURN AIR GRILL
OP.
DEEP
REF
REFRIGERATOR
DR.
DOOR
RK.
ROOM
D S,
DOWNSPOUT
R.O.
ROUGH OPENING
DTL
DETAIL
S D.
SMOKE DETECT R
D W.
DISHWASHER
iff.
SINGLE HUNG
EA.
ELKV.A.
EACH
ELEVATION
S&G.
SRT
SHEET
SHEATHING
SQ.FT.
CALC.'S
RQ
EQUAL
SHYR.
SHOVER
Sm.
EXT
EXHAUST
E=OR
SIM.
SL
SIMILAR
SLIDING
LIAW,
IB25 S<Z FT�
F.G./FX .
FDOED GLASS
SL GL
SLIDING GLASS
GARAGE
430 50. FT.
F.G.
FUEL GAS
SM.
STANDARD
ENTRY
11, 5GI- FT.
FIN.
FINISH
STS
SHEAR WALL
LANAI
. FT
FLR
FLUOR.
FLOOR
FLUORESCENT
SC
SECTION
SOLID CDR
TOTAL
2362
ru. DR
FRENCH DOOR
TEMP.
TEMPERED CLASS
SQ. FT.
FrG.
FOOnNG
THK.
THICK
GA.
GAUGE
T.O.C.
TOP OF CURB
GAR
GARAGE
T.0 P.
TOP Of PLATE
GAi DISP.
GARBAGE DISPOSAL
T.o:s.
TOP OF SIAB
C.F.I.
GROUND-FAULN CIRCUIT
TYP-
TYPICAL
INTERRUPTER
U.N.O.
UNLESS NOTED
CL
CLASS
OTHERWISE
CYP. BU
CYPSUK BOARD
V.P.
VAPOR PROOF
H B.
HOSE BIB
V.
WASHER
H:C.
HOLLOW CORE
W/
In
HDR.
HEWER
VD.
WOOD
HOT. OR HT
HEIGHT
VOW.
WINDOW
INSUL
INSULATION
W/H
WATER HEATER
INT
INTERIOR
V1
WROUGHT IRON
REVISIONS
REV. I DATE DESCRIPTION
ALL
Coc)ES'CLO pt'� MTH PREVAIL,,,
NA770NAIL R'DA 8Ui6IN6
AND THE CW OF ZSPHYR
eLFoTp'C CODE CODE'
ORDINANdjS - �Iux
C/ Q Lit
PtAN&
INDEX OF DRAWINGS
SHEET # DESCRIPTION
PG CI -COVER PAGE
PG GN-GENERAL NOTES
PG I -FOUNDATION PLAN
PG 1A-DOWEL PLAN
PG 113-LINTEL SCHEDULE
PG 1B.1-SAFE LOADS
PG 2 -FLOOR PLAN
PG 3C-ELEVATION "C"
PG 4C-FRAMING PLAN ELEVATION "C"
PG 41-CONNECTOR SCHEDULE
PG 5-ELECTRICAL PLAN
PG 6-MECHANICAL PLAN
PG DI -MONOLITHIC FOUNDATION DETAILS/SECTIONS
PG D2-MISC. DETAILS
PG D3-MONOLITHIC I -STORY WALL SECTIONS & NOTES
PG D4-MONOLITHIC 2-STORY WALL SECTIONS & NOTES
PG D5-MISC. DETAILS
PG D6-PRODUCT APPROVAL
PG WAI -WALL ASSEMBLY DETAILS
PG WA2-WALL ASSEMBLY DETAILS
PG W-WALL ASSEMBLY DETAILS
PG WA4-WALL ASSEMBLY DETAILS
PG W-WALL ASSEMBLY DETAILS -WINDOW FL4SHING
PG W-WALL ASSEMBLY DETAILS -SUB -BAND
A R C H I T I C _
MO.!
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
w.w.abdesigngroup.com
AA #: 0003325
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ARCHrTECT.
STATr= OF P-01`11r,
F'IPRINT
3CAXJC: i/4"=!'-O"
B*EE=
c I
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPUANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), STH
EDITION (2014) AND IN CONJUNCTION WITH ASCE 7.10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS;
A. FLOOR UVE LOADS Ft3Dl.5 (PSF)
1. SLEEPING ROOMS
30
IL ATTICS VV/ STORAGE
20
Ill. 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 (PSFI
C. RDOF LIVE LOADS R301.6
1. -MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR5TH EDITION (2014)
D. ROOF DEAD LOAD (PSF)
1. FIBERGLASS SHING ES 17 (TCDL 7 & BCDL 10)
11. CONCRETETILES 25 (TCDL 15 & BCDL 10)
E. NND LOAD CPJTEPIA
1. BASIC WIND SPEED VULT=150 MPH, VASD=116 MPH
IL EXPOSURE CATEGORY B
Ill. WIND DIRECTIONALITY FACTOR (KD) 0.85
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS OAS
V. RISK CATEGORY 11
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING
OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH
EDITION (2014).
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE
ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.
5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN 18 BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABIUTY 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.
10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR310.1.2.
12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR310.1.3.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR 150 MPH PAN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERIVIT 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 $HAL BE EQUIPPED WITH SOLID WOOD
DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK,
OR 2D-MINUrrE FIRE -RATED DOORS AND MUST BE EQUIPPED W1 A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2DI4).
3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS DR 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-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. PER FBCR 5TH EDITION (2014) R302.6 &TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
AREA BY NOT LESS THAN Y, -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 JINCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTIUTIES, 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 BEAPING 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 TOBEAMINIMUMOF T- 0' BEYOND NEW FOOTING LINE.
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION ASPER ALL LOCAL AND STATE REQUIREMENTS.
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THEELEVATION
OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING
JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
WNCPM
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
IN BUILDINGS, AGI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402 2.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 3/4".
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/.".
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 Fy = 175 PSI E = 1,400,DDO PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MNIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHEREIN CONTACT WITH WOOD.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSS EXPOSURE-1 OR 1/7 COX PLYWOOD SHEATHING.
PROVIDE PANEL -CUPS 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. 5/8' COX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXJS 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 3W 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 7/16"OSB EXPOSURE-1 OR 10 COX PLYWOOD SHEATHING.
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24"AND THE MINIMUM AREA SHALL BE 8 FT SQ.
DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
NMONRY
POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS
1 . MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE NTH THE PROVISIONS OF SECTION 608 OR WITH
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
PROVISIONS OF TMS 402 / AGI 530 / ASCE 5.
CONSTRUCTION.
2. CONCRETE MASONRY UNITS SHALL BE GRADE'N' TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C9D-1 lb, STANDARD
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS,
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500
CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN
PSI.
ACCORDANCE WITH ANSI A5B.1-1982.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO GELLED BLOCK.
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
THE ANSIrTPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. UVE LOAD DEFLECTIONS
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE UMITED TO Lr240.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
VARY BUT IT SHALL NOT BE LESS THAN Y. INCH AND NOT MORE THAN % INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1
PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
FOR MORTAR JOINT THICKNESS TOLERANCES.
1B. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE"SIMPSON"STRONG-TlE BY SIMPSON CO., OR EQUAL. UNLESS
5. GROUT SHALL BE IN ACCORDANCE WITH ASTM G476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA
NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION RW9.1.2. OF THE FBCR 5TH EDITION (2014).
MANUFACTURER IN THE LATEST CATALOG.
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR5TH EDITION (2014).
B. MASONRY WALLS SHALL BE LAID INA RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDERTYPE
HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16' ON CENTER (MAX).
REINFORCING SMEL
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,
AGI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TOASTMA615, GRADE 40 (UNO).
3. WELDED WIRE FABRIC SHALL BE WX 6"- W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TOASTMA185. LAP
SIDES AND ENDS A MNIMUM OF 12'. LOCATE WWF 2FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R5D6.2.4
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR UNTEL
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 SPUCES 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, VV31 OR D31 AND SMALLER 2'
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
1. #11 AND SMALLER 3/4"
D. BEAMS, COLUMNS:
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS .1
7. 00 NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
TIMBER
1 . ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
LNATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07)
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX 'A' (GROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM 3W PVC (SCHEDULE 40), INSULATED WITH A' AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOLITS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014).
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014).
9. THE PLUMBER 13 TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10, DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2503.2 OF THE FBCR 5TH
EDITION (2014).
EMRM WALL COVEPtINGS
1. ALL EXTERIORWALL 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
EXTERIOR 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 APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-lia &
ASTMZ1063-12a
3. LATH & ACCESORIES PER ASTM-C-1063-1 IA & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT
LIMITED TO:
- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS
- 1' FLASHING - HORIZONTAL LATH AND PAPER DETAILS
- PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS
- WEEP $CREED DETAILS - CONDUIT PENETRATION DETAILS
- CASING BEAD DETAILS - DRIP EDGE DETAILS
- CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS
- WINDOW CASING DETPdLS - STUCCO TO SIDING TRANSITION DETAILS
- WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PER ASTM-C1063 - 1 1A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014)
24TORY GYPSUM BOMD
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL RAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH W" GYPSUM BOARD. FBCR R302.7.
CONTROL DATE. 02W17
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FOR GRAVITY, UPLIFT 4 LATERAL LOADS
5' PRECAST 4 PRESTRESSED J-LINTELS
4^=r_4#9qM
G fRA
v I TT'
LENGTP TYPE
BUB
OFS-15
BF12-15 I
&=16-15
8F20-15
84=24=115
DF25�115
DF32�15
2'-10'(34') PRECAST
2302
3166
4413
603S
1526
W04
10412
IIS3&
3IC16
4413
603S
1526
W04
10412
11-336,
3'-r,' (42') PRECAST
2302
3135
3311
4e5S
6001
1315
8630
SS41
— 3166
4413
ro 0 3S
2
ID2e
K443
W04
10412
11-336
4'-0'(4V) PRECAST
2021B
2325
24S6
3461
4435
541a_
6384
1355
2646
4413
_&03S
1526
S004
10412
11%36
4'-ro' (54') PRECAST
1
1161
1913
2&51
r '"
34.3
3403
1 414S
45S&
5&44
21-190)
402L
('03S
03"
1526
WLO 4
10412
'3665
5'-4" ((PW) PRECAST
Ila4
1223
1301
1509
2311
2526
3336
3846
1665
28ae
SOS1
FS
SOS&
S400
6424
1450
5'-10'(10') PRECAST
S12
1000
105J
1414
'4'4
1555
2304
2121
3131
14513
2464
4144
4144
5455
443
4431
1 5280
1 6122
PRECAST
J31
1255
2ioii
�e
3263
313
2146,
3358
S a
3SII
45&5
1255
2101
33S&
5260
_,
1134
813ar,
&BJ0
I'-ro' (130') PRECAST
-1(0-1
i029
_'S
1615
23135
1994
k33
2439
' 43
2SB6
3333
102S
1615
2610
353S
"Se
55S&
&613
504-1
13'-4' (112') PRECAST
513
632
1045
04S
14&9
1210
14.2
1452
1154
202-1
7&-a
I
1212
N
aia
2544
_ 4e,
346S
4030
3121
IV-6"(12ro") PRECAST
456
462
802
1125
S15
1122
1325
1535,
655
W
1025
1514
2051
1 2-1-14
3130
1 2404
W-4' (136') PRECAST
445,
5W
935
S36,
r
13 �5
15S4
2355
IIS3
2015
5Sa
S 3 5
S
13"
15S4
2441
3155
404-4
12'-0'(144') PRECAST
414
545
664
1254
RS12�
I&aS
20*14
1510
1518
555
564
1254
1 eS 3
2211
2532
35SO
13'-4" 06,0') PRECAST
3ro2
421
126
1028
1331
1635
1224
1418
4$5
14a
lole
6
1435
1555
2343
—
2S20
W-O'(16a') PRECAST
3313
3al
645
11-30
1462
1081
1260
—
455
100
1003
1 1335
1 1114
2153
2&&&
PRESTRESSED
NR
NR
NR
NR
NR
NR
NR
465
1 1&5
13-10
2045
2610
3155
31615
IS'-4'(l54') PRE5TRE55ED
NR
NR
NR
NR
NR
NR
NR
420
&e5
1250
'0
KNR
la55
2310
713SO
3410
ll'-4'(205')PRESTRES5ED
NR
NR
NR
NIR
NR
NR
NR
310
530
S50
14CW
1500
2200
2600
19'-4'(232") PRESTRESSED
N.R.
NR
NR
N R
NR
NR
NR
240
400
'150
1 1050
1 1400
1120
2030
21'-4' (256') PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
153
330
Clio
940
1340
lao,
2iio
22'-O'(2&4')F1R!ESTRE55ED
N.R_
NR
FNR
NR
NR
NR
NR
510
510
1250
Ie4E?O
MID
24'-0�2W) PRESTRESSED
N.R.
NR
NR
NR
NR
410
4'.
120
10)30
13SO
I lelo
t-14TERIAL5
L F'c precast lInteI5 = 3500 p5l.
2. F'c prestressed lintels = 6000 p5L
3� F'C grout = 3000 psi W/ maximum 3/5' aggregate.
4. Concrete masonry units (CMU) per ASTM C1.50 wl
minimum not area compressive strength = 1500 psi.
5. Rebar provided In precast lintel per ASTM A65 GRvo,
Field relbar per A5TM A&lr7 GR40 or GR&O.
&. Prestressing strand per ASTM A41r. grace
210 low relaxation.
1. 1/32 wire per ASTM A510.
a , Mortar per A5TM C210 type M or 5.
5' PRECAST 4 PRESTRESSED J-LINTEL5
4C^=r_44%q"
UFL
IFT
LATERAL
LENGTP TYPEaFa_'
3F8-21
12-IT
_12-2T!3FI6-2T3F20-273F24-2l3F25-27e�F32-2T
ib-ITOF20-ITBF24-lTleF28-IT&-32-IT
"
aF5
2'-10*(34') PRECAST
2121
21318,
4101
5332
6569
1511
WE'S
2011
1021
2121f2
.184
3-381
51-JO
6401
l63o;7r7—1
3'-&' (42') PRECAST
216�,
2 - 28S
3260
4231
S219
1�,204
1 l�B2
1251
1251
-2165
2215
3165
4125
50SI
60-611
10-36
4'-0'(45') PRECAST
1515
19139
2532
3680
4532
5351
6245
S313
121.3a
1518
1925
2150 1
3S53
4422
5264 1
6110
4'-&' (54') PRECAST
16&0
1162
25al_
3251
4010
14161
551
-121
121
1660
1105
2435
3111
3913
4655
5406
1393,
14134
2110
2141
3315
4010
41�,45
505
1393
1431
2050
2610
32'53
3920
4545 '505
5'-10'(10') PRECAST
1212,
1351
!S30
2
Kr,05
3084
3665
424-1
415
415
1212
1315
1815
,
2441
3010
3553
'
451
PRECAST
1141,
12—
1133
2250
2169
32W
3512
10-1
881
1141
1152
I&a4
21S2
2103
3216
313'2
(12io') PRECAST
95S-
912
1415
11314
23r,4
2191
3240
rorvi
c
5W
]On
1466
IS01_
2351
2191
3245
SIN
e�-4- (112') PRECAST
501-
6 12
'550
126S
1560
la52
214
1454
1 30
501
155
11-32
1550
)SID
2211
2634
l0'-ro"(12&') PRECAST
116-
455
IS3
1021
1261
14-36,
113L
1
3c)(P
4c33
lie
ell
1035
1,35S
I-Til
2034
_
5
2355
W-4- (136') F-REC45T
See,
43S
&36
a9S
1104
1305
1515
3&3
559,
66e
535
S05
1 12'55
15S5
IBS1
Sa
2158
K
12'-0-04.4-) PRECAST
601-
400
&31
ale,
ICE]—
115,�,
1312
340
4J4
1
631
486
518
12095
1514
11S9
__
20
13'- 4" N&O') PRECAST
500-
340
532
686
641
1.!151
1153_
302
39a
513
405
652
1004
136-11
1 163-1
I.S,
18SI
W-O'(168') PRECAST
455-
316
453
635
iia
S22
1065
256
360
545
31B
&2S
e22
12S4
1561
1516
PRE5TRE55ED
243
2eS
4SS
5151
124
851
S90
N.R
3SI
243
352
5,52
a52
11516
141-31
11-42
15'-4'(154') PRESTRESSED
228
21a
43E__
S53
611
801
'325
N.R.
.32
228
32S
542
-151
1012
1351
16-16
ll'-4' (205')PRESTRES5ED
ISS
23&
361
464
S61
(110
114
N.R.
255
155
216
44S
645
a14
1121
135S
IV-4' (232') PRESTRESSED
16,5,
201
313
401
4SO
51a
661
KIR.
204
—
165,
239
353
550
136
'340
—
II&o
21'-4' (25&')PRE5TRE55ED
145
15&
21a
356_
433
5,12
550
N R.
112
1 142
212
1 336
4-1-1
r.135
501
993
22'-0'(2&4')PRE5TRES5ED
1
140
180
265
343
418
4S3
5r.8
13-1
205
322
451
60-1
- IT
941
24'-0'(288') PRESTRESSED
1
12-1
9M210,
1 165
244
312
1380
441
r,15
N.P.
135,
1
405
1 535
eBV
633
-REDUCE VALUE 15Y 25% FOR GRADE 40 FIELD RE5AR
a' PRECAST W1 2' RECESS DOOR U-LINTELS
4C^=r_44q4M
GfRAVIT'T'
TYPE
LENG
RU( '
6FF&-t13
SWO-15
80:14-15
8FWFIS-15
Of;r-22-15
OFF26�13
Wa-30w!13
4'-4' (52') PRECAST
14&e
15-ji
3053 -
2W2
3c.354
4S21
5904
6880
1821
3412
4S52
6412
IS41
5416
10515
4'-6' (54') PRECAST
1351
1445
21:52
2114
3600
4481
r1315
6264
1102
3412
4SE52
6412
1541
'4"
S416,
105,15
632
1602
1550
2058
2566
30-15
3555
5'-a' (roa') PRECAST
155
1. 1153
2162
1 4014
6412
1 6516
5514
F' 14
6535
11`3
ISOO
1443
IS24
2400
2eiro
K3
3352
5'-10'(10') PRECAST
135
1103
2051
3511
6412
6516
7 7
5450
6411
&'-a' (50')PRECA5T
a22
901
Iroll
2S33
2516
3223
3812
4522
1501
1611
2S33
4100
r.130
8111
6101
lei
1311
2252
1556
2451
2944
3435
I'-&' OBO')PRECAST
e&r,
164
1311
232-3
360S
54S2
6624
V-a' (116') PRECAST
311
420
534
2L3
1011
1342
16,14
O9J!,
Er,132
1886
. 535
wa
211S
1 2eI5
3 5
2515
a- PRECAST LIJ/ 2- RECESS DOOR J-LINTEL5
ICAIrr-44M
UFL FT
LATERAL
LENGT�4 TYPE
6W&-]T
5WIV-IT
&W-14-IT
5FF18-1Tj&RF22-1Tj8RF26-1T
81;3:30-1T
5RF&-2TjaRF1V-2T
5W14-2T
DW15-2T
SW22-2T
aRF2647
e'W-30=27
5RUe
awe
4'-4' (52') FFPEC45T
1244
15-13
2413
32e�
4112
496-1
5525
S32
S32
1244
15113
2339
3110
40V5
4550
7;5_6
4'-ro' (54') PRECAST
11132
1501
2311
3121
M�31
4156
S77
---
-I-
142—
14r,5
2240
3036
3531
4643
5,453
---
F7'-8' (65') PRECAST
S24-
1112
1195
2423
3055
3&&S
4325
--�;24—
1132
1-141
1 2351
2S-TB
3603
723-0
5'-10'(10') PRECAST
5Se.
1135
1142
23S2
2S65
3551
41W
46S
469
5S&
10 j9
I&W
2255
25151
34131
4106
&'-5' (&0')PRECA5T
-I-T5
582
1513
2042
2513
3ivi
3r,42
530
1100
115
IB56
14(.5
1951
25OS
3035
3S63
OBO') PRECAST
686
&S-1
1325
1510
2280
2153
3221
S41
1
655
84S
1302
11&2
2225
2650
315,1
(116') PRECAST
533.
433
Boa
1123
1413
1104
lln5
1
614
1 1
, S33
521
1 10013
, 13613
1125
2055
1 245,0
516
T)'FE C)E51GNATION
F = FILLED WITP GROUT / U = UNFILLED
F
QUANTITY OF -5 REBAR AT
r 50TTOM Or LINTEL CAVITY
OF& �
15/1T
NOMINAL U)IDT"-j
L 05
NOMINAL �IEIGPT
QUANTITY Or
RE5AR AT TOP
GENERAL NOTE5
1. Provide Full mortar head and bed jointr.
2. Shore filled IinteI5 as required.
3� Installation OF [Intel must comply with the architectural andlor structural drawincls.
4. LInteI5 are manufactured with 5-1/2' [one notches at the ends to accommodate
vertical Cell reinforcing and grouting.
5. All [Intels meet or exceed L/360 vertical deflection, except lintels 1-l'-4" and
longer with a nominal height OF 5' meet or exceed L/150.
6. Bottom field added rebar to be located at the bottom of the lintel Cavity-
1. -1/32' diameter wire 5tirrupr are welded to the bottom steel For mechanical anchorage,
5. Cast-lin-place concrete may be provided In Composite lintel in lieu of concrete masonry units.
15. Safe load ratings based on rational derign analVslr per ACI 316 and ACI 530
-REDUCE VALUE 5r 15% FOR r.RADE 40 FIELD Rr=5AP
:E
LU
A
z
19
kiwis
I
01
T
REBAR A TOP
MIN- (1) REQ'D
1-1/2' CLEAR
1, REBAR AT 50TTOM
OF LINTEL CAVITY
I I-518-ACTUALI — BOTTOM REINFORCING
11 PROVIDED IN LINTEL
8. NOMINAL WIDTP (VARIES)
&AFE L0,4[) TABLE NOTE5
1. All values based on minimum 4' bearing. Exception: Safe loads for unfilled
lintels must be reduced by 20% IF bearing length is less than 6-1/2'.
Safe loads for all recessed lintels based on 5' nominal bearing.
2. NR. = Not Rated.
3. Safe loads are total superimposed allowable load an the section specified.
4. Safe loads based on gracle 40 or grade 60 Field rebar.
5. Additional lateral load capacity can be obtained by the designer by provfoling
addlonal reinforced masonry above the precast lintel.
6. One " relbar may be substituted For two �5 relbars in 8' Intels only.
-1. The designer may evaluate Concentrated loads From the safe load tables by
calculating the maximum resistln53 moment and shear at d-away From the Face OF support.
a. For composite lintel heights not shown, use safe load From next lower height.
�3, All safe loads in units OF pounds per linear root.
A R C N I T I C T
Des'!gn
G Ro VuOm
P Inm
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
www.abdes .-m
AA #: = _j
7
07MB77. & Zo
SILVERADO
LO T 31
BLK 6
P790JECT#
04128.000-03161
M0 Ex.:
4EBB
1828-CALI"
GAHAGE SMMG:
LEFT
PAGE'
SAFE LOAD
TABLES
150 MPH EXP. B 01
ARCHRECT;
STATE OF FLORIDA
IFROM 11/09/17
VATE:*
3CALE:- 1/4"=V-0"
BEIEW
1B.1
COMPMW AND CLADDINIG
WHD LOAD$
a$= WW EPOSM FOFI 3 SECOD
GM
opem
SOUAFE
Z%E
N WH 00 (ft
RBAAFKS
AND WE
FODTACE
MIN. WINDOW
10
5
25/-33
CRITERIA
EXTERIOR SWING
15
5
24/-31
DR. MIN. CRITERIA
SGD� MK
41
rl
22/-25
CRITERIA
16010 O.W.D-
112
F,
2I/-2F,
BASIC WIND SPEED MPH 150 (Vult) INTERNAL
PRESSURE COEFFICENT = 0.18 BLDG. CAT-11,
EXP-B, MEAN ROOF HT. = 15'-0"
PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2
OF THE FBCR 5TH ED. (2014) TO MEET TESTED
ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE
PRODUCT MANUFACTURER. CONTROL DATE 07M51
1'- 4'
TOP
PLATE
BAR DETAIL
5CALE: 1/2'-l'-O'
Hl
K,�,ARCH
W
(2) 3052 - 514
EGRESS
(2) 30E,2-5W
- - - - - - - - - - - - - L
LANAI
LIVING ROOM
5'-5*
14'-2"
0. 101-01
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5OLLARD
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<5
PER BLDG.
%,
BATH #
CODE
a'-5'CLr,.
GARAGE
r
c-: Er-
V.
j
FOYER ---
3'C
a -G.
BDRM.#
3065 W/-
36'XIC' TRAN5.
ARCP W-O'
ENTRY -
AFF.
a -a CEG.
W2
III 3012-SW
EGRE%Owl
1*1141 - - - - - - - - - - - - - - - - - -
161-0" 1 T-5-
4-- 0'
1
21'-4'
14'-0'
FLOOR PLAN
NOTE:
-2-8 LOJV. DOOR W/ AIR WANDLER ON METAL 5TAND OR 2-5 50LID
DOOR W1 RETURN PLENUM AND RETURN AIR GRILLE.
VERIFY CONDEN5ER PAD LOCATION WITW 51TE PLAN.
FRONT DOOR A55EMBLY TO BE TWERMA-TSW rIBERGLA55 DOOR W/
TRAN50M (SINGLE A55EMBLY)
- 20 MIN. FIRE RATED DOOR rROM GARAGE TO RESIDENCE TO BE
EQUIFIPED W/ 5ELF-CLOGING DEVICE (R302B.1) F5CR 5TH ED. (2014).
EXTERIOR MA5ONF;ZY
WALL BF;Ff.. PEIGHT5
W-5' 5f;r..
SQ.FT. CALC.'S
LIVING 1525 5Q. FT.
GARAGE 430 SQ FT.
ENTR'r 1& 5.0 FT.
LANAI as SQ. FT�
TOTAL 2362 60. FT.
A It C N I T It C T 3"'
6
G r WD"'!gn
oupOmnlm
-" ' 'Lu 'LVU,
LNG';0..,`FL 32750
PH: 407-774-6078
FA)L, 407-774-4078
—w.abdesigngroup.com
AA #-. 0003325
12
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SILVERADO
LOT 31
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04128.000-03161
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4EBB
1828-CALI"
GAP.AGE OWING:
LEFT
1PAGr.
FLOOR
PLAN
150 MPH EXP, B -J
ARCHrrECT-
STATE OF FLOFUDA
tV i (- It
10, (
I"PRINT .9
DATjM 11/09/17
OCAXX. 1/4"=l'-O"
B*IE=
2
A K C N I T I C T I
4-11 - — - — - — - — --
REAR ELEVATION
TEXTURED FINISH
-ri�
-— — — — — — —12
EQ. Ea.
4' FRIEZE
EAND
T".
-------------
LIGHT
O'-0'rIN. FLR
0.-0. FIN rLR-
OFF RIDGE VENT
OFF RIDGE VENT
AREA OF ATTC
2� SO, FT.
NET FREE VENTi.ATION AREA REQUIRED
I/ 3W
REQUIRED VENTli.ATION AREA
2� /3W
7.116
VENTI.ATION AREA X SQ, INCHES PER FT. (1")
113 .72 SO, IN.
MIN . REQUIRED VENTI.ATION
.5x lim.n
IN UPPER PORTION OF ATTIC
55736 SO, IN.
OFF RIDGE VENTILATION AREA
11 SO, IN. PER �ENT
SU36 /115
TOTAL#O VENTSREQUIRED
4.9nS7
TOTAL #OFVENTSPROVIDED
5
'AREA OF ATTIC ISTHE PERIMITER OF THE HOUSE,
UESS THE 0 G
�RIOROFWAU-TO�FUOR OF WALL. NO OVERHANc,S I=D)
I W 0 =ml
10 Mod
FRONT ELEVATION
TEXTURED FIN15H
NOTE: WALL FENESTRATION FLASPING AS PER rBCR R103,5.1
I—
W-13, BIRG. PGL--�-
0'-0' FIN. FLF,
—T — — — — — — — — — — — —
LEFT ELEVATION
TEXTURED FINISH
OFF RIDGE VENT OFF RIDGE VENT
V-5' 5R,-, WT� 0
0'-O'FIN. FLR.
RIGHT ELEVATION
TEXTURED FINISH
VI-0. FIN- FI-R.
SHINGLE
ROOF
DEI-ORATIVE
DRAIN
TILES
icclIX60' FYPON
14 >ECORATIVE
A
SPUTTERS OR
EQUIVALENT
5AND (TYI-.)
0'-0' FIN- FLR.
t6xa
a A-�DECO. DETAIL
�-EM -�V = I - .1 -
MO.!
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-774-4078
www.abdesigngroup.mm
AA #: OD03325
—7
roxymirv. a x'O 74
SILVERADO
LOT 31
BLK 6
]PROJECT#
04128.000-03161
MOIDET-
4EBB
1828-CALl"
CAP —WE 81rMG:
LEFT
]PAGE:
REAR, FRONT
LEFT &
RIGHT ELEV.
11 C"
150 MPH EXP. B
ARCHMECT;
FrATE OF FLORIDA
��o I V. 1 L1171
F'pRmT
DATE: 11/097
*CALE: 1/4"=V-0"
3 C
GJI ril
CJ3
C.15 —FK= 11 —4 11
A7
"-LI-L-L=L
A 2
v AID
A&— — — — — — — -—
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P'A R C N I T I C T 31
De n
.,,,.on
PH: 407-774-607
FAX: 407-774-4078
www.abdesigngroup.mm
I AA#:0003325 J
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BXMDIV. a. M-74
SILVERADO
LOT 31
BLK 6
plWJmCT#
04128.000-03161
MOD)EX.
4EBB
1828—CALI"
GARAGIC SWWG:
LEFT
PAGZ*
FRAMING
PLAN
ELEVATION
11 C"
150 MPH EXP. B J
ARCHrMCT-. -I
STATE OF FLOR
v
"pw
, .11/097
5CA=: 1/4"=l'-0"
HE=
4 C
CONNECTOR SCHEDULE CONTROL DATE: 01-L5-11
SIMPSON
USP
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META -I&
1450
WTA 16-18
*25
(8) l0d . 1 1/2' I -PLY, (6) Isd 2�PLYI (UW: (10) l0d X 1 1/2' - NO lbd OPTION)
(2) META-16
1965
(2) HTA 16-ID
29"
(10) lOd x 1 1/2' I -FLY (U5P: (10) Od x 1 1/2*)
251S
(14) I&d 2-P_Y (USP: NO I&d OPTION)
WETA-16
1810
WTA 16
talo
(9) 10d . 1 1/2' I -PLY, (8) l6d 2-PLY U51-: (10) Od x 1 1/2', NO *cf OPTION
HETA-20
1610
WTA 20
1810
(S) Iod x 1 1/2' I -PLY. (8) 16GI 2-PLY LISP; (10) 10d x 1 1/2', NO rad OPTION
>_
(2) HETA-20
2035
(2) WTA-20
3230
(10) lod x 11/2' I -PLY LISP: (10) lod x 1 1/2'
2500
(12) *d 2-PLY (U5P; NO 16d OPTION)
0
LOT-2
71510
LUGT-2
15150
(1) 1/4' x 2 1/4' TITEN, 2 (U5P: 5LK (501/4' W5, WOOD (16) 10d
V)
DETAL-20
2450
OWTA-20
2430
(18) 06 . 1 1/2,1 FLY
<
rVT
3S65
MU.T
4115
(I)S/S' AT.R. IN HIGH 5TFIMW.TW EPDXY (MIN. 12' EMBED). (22) 10d TO WOOD (USP7(25)IOdTOWO0D)
W.T-2
105W
WUGT-2
(2) 3/4' A_TP_ IN HIGH 5TREW.TW EPDXY (MIN. 12' EN15EDI, (14W 10d TO WOOD (USP1 WOOD (8) 10d)
W.T-3
10530
WUGT-3
j 9860
1
(2) 3/4' AT.R. IN HIGH 5TREW.TW EPDXY (MIN. 12' EMBED�, (16) 10d TO WOOD (U5P1 WOOD (5) l0d)
LGT3-SDS2.5
3285
LUGT-3
3525
(12)SDS V4'x3' TO GIF;VER. (4)3/3'x S' TITEN HD TO WALL (USF-;COt4C.(4)3/8'XS'WrDc�E50LT,UJOOD(12)ujr,2r,)
LTA2
PARALLEL TO WALL
PERPENDICULAR TO
WALL
LPTA
1510
(10) 10d x 1-1/2' (U5P: (10) l0d x 1 1/2'
VGT
4t4O
NO USP CONVERSION FOR SIMP50N VGT
(05/5' A.T.R. IN HIGH 5TIREN65TH EPDXY (MN. 12' EMBED), (lb)-SDS I/4'X3' TO WOOD
(2) VGT
1186
NO U5P CCNVER51ON FOR 5IMP50N (2) VGT)
(2) 5/5' A�T_P_ IN HIGH STREW3TW EPDXY (MIN- 12- EMBED), (32)-SDS 1/4'X3' / 2 PLY
MT542
1000
mTW 12
Iles
(14) )Od x 1 1/2' (USP: (14) 10cl x 1 1/2', (14) 10d)
WTS-16
1150
WTW 16
1260
(Is) told . 1 1/2' (USP: (16) l0d x 1 1/2', (16) 10d)
WT6-20
1450
WTW 20
1530
(24) 10d x 1 1/2' (UW-� (24) 10d x 1 1/2', (20) 10d)
WTS-24
1450
HTW 24
1530
(24) 10d x 1 1/2' (USP; (24) 10d x 1 1/2', (20) 10d)
LSTA-12 -
-J25,
LSTA 12
9130
(10) led LISP: (10) lod
LSTA-15 -
1235
L5TA 15
1235
(14) 10d USP; (14) Iftl
M5TA-15 -
1315
115TA-15
1310
(14) od usp: (14) l0d
cn
M5TA-24 -
1640
115TA-24
1640
(10) kZa USIP: (18)10.1
EL.
M5TA-30
2050
1_15TA-30
2065
(22) lod USP: (22) IVcA
<
Of
MSTA-36
2050
MSTA-36
2O&S
(26) 10d U$P; (76) lo�l
F-
1-15TI-36
3800
K5TI 23C,
3050
(36) l0d . 1 1/2' U5P; (36) 10d � 1 1/2'
V)
MSTI-40
Sloss
KTSl 248
5140
(48) 10d x I 12w U5P; (4a) 10cl x 1 1/2'
W6
eso
LFTA &
1210
(8) ad TO PLATE$, (5) ad TO STUDS (U5P: (16) ad x 1 1/2', (16) 5d)
SP4
a85
5PT 4
945
(&) 106 x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS
A34
3135
MP 34
350
(4) ad . 1 1/2' TO BEAM, �4) ad . 1 1/2' TO POST. U5P; (4) ad . 1 1/2' TO DEAM, (4) ad x 1 1/2' TO POST.
WCP2
645
WWCP 2
Boo
(12) 10d . 1 1/2' USP: (10) l0d 1 1/2' TO TRUSS, (10) Od X 1 1/2' TO PLATE
WIOA
1140
RT 16A
13W
(15) lod . 1 1/2' U5P; (W Od 1 112' 70 TRUSS, (8) Od X 1 1/2' TO PLATE
VGT 4 WDU4
4S40
FWD 4A
52tr,
(16)-SDS, 1/4'.3' TO WOOD, (10)-SDS 1/4'x2 1/2' W1 THREADED ROD. (2) NUT5AjA5WERn PLY
USP; 5/8' ATR MIN. I' EMBED SET IN 41,314 STREWTW EPDXY, (10) LL193 WOOD 51-REUS
VGT t WD15
4540
I
TDX 10
10140
(16)-SDC, 1/4'xV TO WOOD, (3)-3/4� STUD 15OLTS W/ THREADED ROD, (2) NUTS/WASWM2PLY
U5F- 1/5' ATR MIK V EMBED SET N HIGH 5TREWTW EPDXY, (4) 1/8' TWf;aJ-5OLT5
ABU 44Z
2200
6665
PAU 44
2535
6115
(1) 515' A�T.R. IN WIaW STREW.TW EPDXY, (MIN. 1- EMBED.) IN CONC, (V I&d TO WOOD UW: SAME AS SIMPSON
ABU &&Z
2300
12000
PAU 66
2350
i6cor,
(1) 5,15' 4T.R. IN WIr.W STRSW.TW EPDXY, (MIN. I- EMBED.) IN CONC, (17�1&d TO WOOD UWz SAME AS SIMPSON
V)
LTTl1h ...
1340
_T5 1-3
1205
(1) 3/4' A.T.R. IN HIGH 5TREW.TW EPDXY, (MIN. 1' EM5ED.) IN O�NC, (6)10.1 TO WOOD USP: SAME 45 SIMPSON
of
0
LTT208
15,00
LTS 205
1105
(1) 1/2' A.T.R. IN HIGH STREWGTW EPDXY, (MIN. I' EMBED.) IN CONC, 00)lod TO Woco
U5P; 3/4' ATR MIN 1' EMBED SET IN HIGH BTREW3TW EPDXY, (10) 10d, (10) Od x 1 1/2', 2-1/2'
0
z
W174
4455
WTT45
4160
(05/6'A.TR. IN HIGH STREWTW EPDXY (MIN. I'EMBED,) IN CONIC. (10) SOMO X 1 1/2' (Usps (20) Ibd X 2-1/2')
USP HAS MORE NAIL OPTION$; (20) 10d, (20) Od X 1-1/2', (20) l6cl x 2 1/2'
WTTS
Sow
WTT4S
5005
5,15' A-T.R. IN HIGH 5TREWTW EFOXY (MIN. I' EMBED,) IN CONC. (26) l6d X 2 1/2' (U5P: (20) I&d X 2 - 1/2')
US WAS MORE NAIL OPTIONS; (28) l0d, (28) 10d x 1-1/2', (20)[6d x 2 1/2'
HHDQII-SDB 25.
IlAlo
UPWD 11
143'35
(1) 1- A7R. IN HIGH 5TREW.TW EPDXY, (MIN. 10- EM5EDd IN CONC. (24) 5D5y.'. A'wooc, SCRELr. (Us�-: (24) uw WOOD SCREWS)
Hole
&645
TDX 10
10140
(1) 1/5' AB. IN HIGH 5TREWTW EPDXY, (MIN. 1- EMBED.) IN CONIC, (3) 3/4' STUD BOLTS To WOOD (USP: (4) 1/9' BOLTS)
V)
MBWA 356/1125,
3415,
51330
NFM35X12U
2580
1U.0
SIMF'<)N: (1).1/4' A_TP_ IN WIr.W STREW.TW EPDXY, (MIN. &.15' EMBEDMENT) IN CMU. TOP, (1) 3,14'
A.T.R. IN HI W 5TRE43T EPDXY, (MIN. 6.15- EMBEDMENV IN CMAJ. FACE, (IOAOd TO BEAM
USP: ( 1) lVJ-5OLT LLVM41NIMUM 6; EMBED. 4 NOT LE55 THAN 4'FROM EDGE OF CONC W1 3/4'DIA ITW
RAMSEVREPHEAD DYNA BOLT SLEEVE ANCHOR OR EO_ W/ MIK 5' EMBED DEPTH INSTALLED IN THE FACE.
(14) lVd AT J015T
l-U5C4]2 (1100D)
3635
2660 (FLR)
WU54121F
30610
2110 (FLR)
(10) l6d TO HEADER (10) I&d TO WOOD USP� SAME AS SIMPSON
-
32r�5 (ROOF)
3325 (ROOF)
z
<
HUC410 (CMU)
lam
4-520
I
H.41- 11
13-1
-
U5P (4' - 2 - 3/4' TITIEN (S PER rLAWDE) TO CM, (10) l0d TO WOOD; (U5P; (15) 114' K 3' W,53 5CRBU5, (10) 10d TO WOOD.
. ..... 1. 20) 3/16' TAPPERt (10) lOd TO WOOD
PUC210-2 (CMU)
I 500
5086
HD210-71F
1305
5,000
1 (15) 1(/4' . 2-3/4' TITEN (S PER FLANGGE) TO CMU, (10) IOd TO WOOD, (USP, (10) 1/4' . 3' WIS3 SCREWS, (10) 10d TO WOOD.
USP 20) 3A&' TAPPER, (10) Od TO WOOD
wur-210-3 (CMU)
lam
car,
WD210-31F
130r,
,,Vo
(15) 1(/4' 7 2'314' TITEN('JPERFLAWE)TOCt'rU,(10)10dlT WOOD: (U5P; (15) 1/4'x 3' UJ53 SCREWS, (10) 10d TO WOOD.
LISP 20) 3AW TAPPER, (10 10d TO WOOD
I-GUM26-2-605
1430
1 ss�.
'c"',2
2125
6,or's
('4) 31/8' . 4- TITEN WD AN -WORS (2 PER FLAWSE) TO CMU, (4) t/4' X 2 L12- SDS ISCREWS TO WOOD,
X 4' WED_1E `BOLT.� W53 WOODSCREWS
lo
W OW STRENGTH EPDXY - 5IMF50N *5ET EPDXY -TIE'_ CONTACT THE ARCWITECT/EN3INrER Or RECORD FOR WRITTEN APPROVAL PRIOR TO 5U55TITUTIW, FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADWE61VE
ANCHORING SYSTEMS.
WHERE ANCHOR EMBEDMENT IS GREATER THAN I' DEEP, THE VERTICAL CELL IN CM.U. WALL MUST BE FILLED SOLID / GROUt
10c' CCMMON NAILS CAN BE SUBSTITUTED WITH Od x 1 1/2" NAILS IN CONJUNCTION WITH A 737. REDUCTION IN THE ALLOWABLE LOAD WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION
RIOR TO INSTALLATION.
V)
... MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE I'
LLJ
F-
0
AT.R. . A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE. LENGTH, ETC. VARIES)
BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS TWAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE TWAT THE PROPER CORROSION PROTECTICIN
is USED.
WHEN USING. STAINLE55 STEEL CONNECTOR5, USE STAINLE55 STEEL FASTENERS. WHEN USING ZMAX I HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53
USE OF EXPANSION --- WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARX-HITECT/EwGINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C-2011', 'HIGH WIND -RESISTANT CONSTRJCTION F-C-HURCAGIfi, AND ANCHORING, I FASTENINIG, SYSTEMS FOR CONCRETE 4 MA50NRY
r - STRUCTURAL CONNECTORS 2015-2016.
_ATALOG C-5A5-2012 4 USf
HEADER SPAN CHART
SINGLE STORY APPLICATION
SIZE
C:LFAR 5PAN
DBL 2 x 6,
UP TO 5'-4'
DBL 2 x 6
W-4' TO 1'-0'
DBL 2 x 10
11-01 TO 101-01
D51- 2 x 12
10'-0' AND OVER
TWO STORY APPLICATION DOWN STAIRS
SIZE
CLEAR SPAN
D5L 2 x r
UP To 5'-0'
D5L 2 x a
t12
5'-0' TO &'-4'
DI5L 2 x 10
&'-4' TO W-O'
DBL 2= x
W-V AND OVER
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN MJ
UP TO
5'-0' TO
I.-,.
UNO�
4'-11 1/2'
-r-ll 1/2,
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMI5ER Or FULL LENGTH STUDS
1
2
AT EACH ENE) or WEADER
3
x 12
-2 SYP)
2
055
NAIL (3)12cl - 61-51 OC,
FRAMING NOTES, I TYP. 2x12 BM./HDR.
1, HURRICANE STRAPS TO BE mANurACTURED BY 5IMP50N 5TRoNG-TIE OR EOUAL, U.N.O.
2.TYPICAL HURRICANE STRAP5 ARE AS FOLLOW5, UN.O:
TRU55 TO M,45ONRY/CONCRETE SHALL BE META-1(o
FLOOR TIRU55 TO MA50NRY/CONCRETE SHALL BE PETA-16 AT EACH
ND AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
TRUSS TO WOOD FRAMING SHALL BE MTS-12
3. TRU66 TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNEE) AND SUPPLIED BY
TRUSS MANUFACTURER,
4- REFER TO TRU55 MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
PROFILE, AND 51ZE OF ROOF/FLOOR TRU55ES,
5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
STUD REQ. ARE STANDARD U.N.0 ON FRAMING PLAN
ro. MIN, 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES 6) EA�
END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS FIER APA REaUIREMENT6.
-1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRU55ES TO TOP OF TRU55 BEARING,
&PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REG?UIRED FOR MAX 1000 SF.
COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL-51ECTION R302J2.
9�REFER TO DETAIL & SHEET IDS FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS 4
DETAIL5.
A K C N I T I C T $1
6
Dwign
G r WouOm 1
P Inm
41 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX_- 407-774-4078
www.abdesigngroup.-m
AA #: 0003325
7
SUB377. & Lo
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I'PTNT 11/09/17
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ELECTRICAL LEGEND
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NOTES
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r
=r
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ALL R`ECEPTACLE5 IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROV15ION5 OF: F15CR 5TWI
EDITION (2014),
20 AMP DEDICATED LALINDRY CIRC-Ult
GFI - 15LAND (NOT ON KITCHEN CIFZC-UIT)
D15PWA5WER DISCONNECT TO BE LOI-KOUT
IN PANEL
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CAPACITY Or SO CFM INTERMITTENT PER
ELECTRICAL
F5(::�PRaOVI5ION SECTION
5TH ED>ITI(��
(2014)�
LAUNDRY ROOM RIECEPTACLE SHALL BE
GROUND FAULT CIRCUIT- INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
UJIRNS METWOD 5PALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS or
T�IlW(2014).
i� �OMPLY UJITW ELECTRICAL
C
PROVISIONS E T14E F5CR 5TH ED (2014).
ALL LAMPS 644 LL BE SELECTED BY
METER
FIELD
VERIrl
LOC.
------------
COACW
LIGPT
ELECTRICAL PLAN
LOAD CALCULATIONS ONE FAMILY
DWELLING WITH HEAT PUMP
— — —1
HOUSE PLAN: MODEL "'CALI"
LOAD INFORMATION
VA
1825 SQ FT GENERAL —ING X 3 VA PER SQ FT
—
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TOTAL —ERAL LOAD
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21 AMP 240 VA -
TO. - AMP —
NET GENERAL LOAD
...7
— TOTAL
moo
TOTAL ...
...
CALCULATED LOAD FOR SERVICE
40 JK5 AMP
150 AMP SERVICE
-WORST CAS
&YENARIOA�C —.H� LOAD
FOR C —
�tft CALCULATION.
L APIPLIANCE, LAUNDRY LOADS: 14253 VA
3000 VA 6 100%, REMAINDER - 35%
NET LOAD: 6,'54�3 VA
R4NGr; 12,000 - 10% 5,400 VA
DRYER: 5,000 - 10% 3500 VA
TOTAL 18,B49 VA
NEUTRAL AMPACITY: a 483 / 240 = la A
-2 AL MINIMUM NEUTRAL CONDUCTOR I
PROVIDE 3-2/0 CU, THUN - 1% CU IN 2' CONDUIT OR.3
4/0 AL,THUN - 1% CU IN 2"CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFF-IT - OVERHANG.)
I I
150 4t-lf= ELECTRICAL RISER I
NOT TO SCALE. COMBINATION SERVICE ISO AMP
DISCONNECT SWITCH AND 120/24e) VOLT
GENERAL NOTES: ELECTRIC METER IN I I-I-A5E
A. ELECTRICAL MATERIALS AND INSTALLATIONS 514ALL NEMA 3R ENCLOSURE MLO
COMPLY WIT14 ELECTRICAL PROVISIONS Or TPE F5CR STP PANEL
EDITION (2014) LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
B. ALL CONDUCTORS SPALL BE TYPE THPN/TPUN UNLESS
NOTED OTI-ES&I.115E. I I
POWER COMPANY
TRANSFOSZMER
GRADE
PROVIDE ISO AMP, 120/240 VOLT, I f-WA5E SECONDARY
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1-1/2" DIA SCLIEDULE 50 PVC CONDUIT OR PROVIDE 3
-2/0 ALUMINUM (AL) IN 2" DIA SGWEDULE 00 PVC
CONDUIT UNLESS SERVICE 19 PROVIDED BY TWIE
ELECTRIC COMPANY. COORDINATE LUITI4 TWE ELECTRIC
COMPANY PRIOR TO BID.
TELEPHONE SERV;CE I CABLEITELEVISION
z E
'T'. 'Cr
ENTRANCE 5ERVIC z
EQUIPMENT EGUIPMENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
1 -4 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE F5CR 5TH
EDITION (2014).
r5/5" DIA X 5 FT LONG COPPER CLAD GROUND ROE)
r A R C N I T I C T 8 '1
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1441 N. RONALD REAGAN BLVD
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PH: 407-774-6078
FAX., 407-774-4078
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1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING. PER
MFG . REQUIREMENTS.
2� ALL DUCT SY57EMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE
OF NO LE55 TPEN R-b RATING. ALL 5EAMS SHALL BE SEALED WITH GLASS FA5 4 MASTIC. AND
INSTALLED AS FIER F5CR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603.
3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLA56 I AIR DUCT AS PER NFPABVA 2-3.1
4� FRESH AIR INTAKE$ SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT
OUTLET, OR 64NITARY SEWER VENT OUTLET
5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED Or SMOOTH C.ALV. METAL.
OR OTHER MATERIALS AS PER F5CR STH EDITION (2014) MECHANICAL CODE SECTION 603
6. ENCLOSED 5UPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FMCR 5TH EDITION
(2014) MECHANICAL CODE 603.1
1. BATHROOMS CONTAINING 5AT"TUB5,5POWEIRS, SPAS AND 51MILAR BATHING FIXTURES SHALL BE
MECHANICALLY VENTED IN ACCORDANCE WITH F5CfR 5TP EDITION (2014) MECHANICAL CODE
SECTION 403.
8. ALL EXHAUSTED BATH ROOM$, SHALL "AVE UNDER -CUT DOORIS FOR MAKE-UP AIR TO BE
RETURNED, TO EQUAL AIR EXHAUSTED.
'B. ALL FIRE RATED CEILINGS AND WALL$ SHALL "AVE AN APPROVED FIRE OR FIRE/SMOKS
DAMPER'S LOCATED AT CEILIW, OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOOR5 TO
RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND F5CR 5TP
EDITION (2014) MECHANICAL CODE SECTION 60-1.
10� GRILLES AND DIFFUSERS $14ALL BE PROVIDED WITH EALANCIWG DAMPERS.
11. DRYER 500STER TO BE A FANTECP DBF 5005TER FAN OR EQUAL.
FANTECP D5F 110) DRYER 500STER CAPACITY &0 LINEAR FEET WITH MAX 51X ELBOWS.
NOTE
ALL HVAC TO PAVE PROPER
PANS W1 DR41NS
ATT
\ IC
CEILING-\ 00 EXTERIOR WALL
PLENU FO-10-1 AIR RETUFN
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RErRIrFRANT LINES TO
PLATFORM PETU CONDENSING; UNIT
TRAP DRAIN LINE AND TERTINATE
IN AN APROVED DRAIN, AS PER
FECR 5TP EDITION (2014)
MECHANICAL BLDG. CODE
SECTION 11112.1.1
HVAC DRAINS,
5CORIATED NICKEL FIN FLOOR
BRONZE FL. PL. OR WALL
BRASS PLUG
FITTING OR EXTENSION TO
501L OR WASTE AS
REQUIRED
WADE 5240-< J05AM 56000
INSIDE SERIES NICKEL BRASS TOP
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MANUFACTURER'5 INSTALLATION INSTRUCTIONS WHERE
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RA El CONNECTOWS FROM 5TIll TO PLATE ARE
SUPPORTED PANEL EDGES AND -5 RING SWANK GUN NAILS AT 6' OC. AT
140T REQUIRED EXCEPT OPENINGS
IN ERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE ENE) FRAME
USE -5 CAN NAILS - 4' OC.
1A&' O.S.B.
2X BLOCKING
. . . . . . . . . . .
EXTERIOR 6�41EATWING
USE 1 6' OLD. OR /2' PLY WITH � Rll� SHANK GUN NAILS AT &- O� AT
PANEL SIDES AND -5 RING SWANK GON NAILS 4- OZ. T P 4 BOTTOM
PAN L AND -15 RING SWANK COLN NAILS AT 6' OZ. AT
31 - - - -
(�l
lAgTOPSOMF
2X STUDS 6- O.C. MAXI
IN ERMEDIATE SUPPORTS. SEE DETAIL.
No TE: Rltlr, SHAW, GUN NAILS SWA L BE PERMITTED AS
ACCEPTABLE FASTENE FROM ANY MA"JFACTURER.
AN
4
4
RIW3 SWANK GUN NAILS
. 0!
.6 IN FIELD
3/4, F 2X BTM. PLATE
LOOR DECKING
NAIL fREQU[IREMENTS
R-z- E113INEEFtEll
_,P,.�L11WjDIA. TENSILE
T 2 3/5" 1 .113 1 nvoco
TOP CORD LOC;K[W, AT 4'
O.C. MAX. IN FIRST 2 FRAMING
SPACES AT EAC14 END
In
z
TYP. EXT. 5 EATWING ATTACHMENT FOR ROOF
IX4 5.
FLOOR
BOTTOM C4DNT.
W1 (5) 12cl NAILS
NOTE; NAILS TO BE MP53. BY MEMBER OF INT.
STAPLE, NAIL 4 TOOL
==TNE,
RAFTER OR TRUSS
ATWIW
0
514 EATW[W. (0.5B. TO BE STRUCTURAL GRADE)
WE TA-r6
BLK- WALL
l��=INAL
OR R VgAV12 OVER SHANK DIAMETE
ROOF5WE
Q CONTINUOUS 514FATHING, TO BEGIN AT TOP OF 51-r-
W1 1/4"GAP PROM 15LK TO OBB,
2X4X SECURE TO TRU65
Ta
HORIZONTAL 2X 5-Pr STRUCTURAL BLOCKING AT
61-0- OIC. MAX Tyr.
4 W ROU40 WEAD DIAMETER
I 1 0 1
5,
V DECK W5 W-5-
-Ra
oz. MAX - EDGES 4 12' OZ.
PERIMETER OF OSB. TO PROVIDE CONT. NAL. PATTERN
ZX4 SECURE TO 2X4 BLK W/2-12d
S. 2 INCH MAIL LENGTH
MAX IN FIELD- UNTW AIDED
REMAINING AREA TO BE SWEATWED FROM DDL. TOP
SECURE TO MILK Ull META-16
SH4kK TO EXTEND BEYOND'
PLATE TO HORIZONTAL BLOCKING.
T141CACNE55 OF $1.15-FLOOR
5WEATHIW. - TOP OF WOOD FRAMED WALL TO BE
F�00F= 5�4EAT�41NG L,4YOUT
. . . . . . . . . . .
SHEATHING
57AGGERED MIN- OF 16* FROM SWEET BELOW
@ INSTALL ALL SHEETS LWFACE GRAIN PARALLEL
11. EXT.,IWEA1141W, ATTACHMENT
4ND ENDWALL BfRAC�ING BUILDING LENGTH
TO 5 05
ENSION OOPT SERVICE DR
POF, G,45LE ENE) FRAMING
FOR
STRUCTURAL
WALL SHEATHING eOS5 TO
GRADE)
BE
L-4
WALL SHEATHING
.2�LO",,�
TYP. 3/4" T#G 5UE-FLOOR DECKING GLUED TO
--!�XT.
(93 ALE.
EXPOSE
ALL =D MEMBERS
A R C N IT E C T 11
6
Noe'
2r.70ign
Group..
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX'407-774-4078
www.abdesigngroup.mm
AA *: 0003325 A
E
7
sx7aniv. & Zo
SILVERADO
LO T 31
1 BLK 6
PPtOJMCT#
04128.000-03161
MODEX.:
4EBB
1828-CALI"
GJ%ptAG1c BIFMG:
LEFT
PAG :
misc.
DETAILS
150 MPH EXP. B
ARCHn'ECT,
STATE OF FLORDA
I RINT
DATIM 11/097
ISCALIM 1/4"=l'-O"
altrisT
D2
n
P15ERGLA55 SHINGLES
OVER *30 FELT PAPER
INSTALLED PER FBCR
R'B05.2.1 ON a' O.5B.
SHEATHING OR 2" CDX
PLYWOOD SECURED FIER
FASTENER SCHEDULE
PRE-ENG TRUSS
I.T. IX2 W1 MTL. DRIP EDGE
2x4 OR 2x& 5U5-54ND
PER ELEVATIONS
VENTED ALUM. SOFFIT
EM15ED. STRAP VERIFY W/
TRUSS PLAIN
%' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
[DIRECTLY TO MASONRY
WOOD
0
on
�EE ENERGY CODE FORMS
:OR INSULATION R-VALUE5
I GYPSUM BOARD OR �- HIC.
TRENGTH CLG. 50ARD
�ONC. FILLED LINTEL 5LK W1
1) 05 RE5AR CONTINUOUS
'RECAST LINTEL
EE ENERGY CODE FORMS
OR INSULATION R-VALUE5
IiNDOW ATTACHMENT AS
FIER MANUFACTURES
5PECIFICAT�ON5
PRECAST 5 LL
(1) -5 RE5AR VERTICALLY
W1 CONC. POURED CELL
Ix2 F.T. FURRING STRIPS
a I&' O.C.
a, CMU
1/2' GYP. WL. SD�
WOOD 5A5E
t-STORY
BLOCK WALL
1/16- 0.55. OR 2 CDX
.TYVEK BUILDING WRAP
rORTIrI5ER 5LDG PAP
-GALVD MTL. LATH
-115' TEXTURED
FINISH a WOOD
`)S' TO %'MID WALL
WEEPSCREED
(L
A
a, Cmu
5/8' TEXTURED
FINISH - MASONRY
WEEP SCREED
DETAIL (P WOOD TO
2 -) �' A 1 1/2'z 1'- 0
P Lk 5CALE:U U IN IN
DRYWALL
FIBERGLASS SHINGLES OVER
030 FELT PAPER INSTALLED
PER rBc;R R�bor,2_,i opq �,,
0.5.15. SHEATHING OR 21- CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
F.T, Ix2 W/ MTL. DIRIF EDGE
2x4 OR 2xro SUB-EAND
FIER ELEVATIONS
VENTED ALUM. SOFFIT
5TIFF5ACK (SEE SEALED
TRU55 ENG. FOR 51ZE 4
CONDITION.)
O.S.B. SHEATHING OR J'
CDX PLYWOOD. ATTACHED
PER FASTENER SCHEDULE
ON SHEET D5
'1/5' THICK, 3 COAT
PORTLAND CEMENT PILASTER
OVER EXPANDED GALV'F,>
METAL LATH ON FORTIFBER
JUM50TEX GRADE 'D' PAPER
OVER TYvEK BUILDING WRAP
(REFER TO STUCCO SPECS
FOR COMPLETE INFORMATION)
WEEP 5CREED
(SEE DETAIL 2)
SECURE CABLE TO 2x& P.T.
PLATE W/ 12d's 5' O.C. MAX
SECURE 2xro FIT. PLATE TO
BLK W/ 2"xV ANCHOR BOLT W1
2' WASHER SET IN SIMPSON
HIGH STRENGTH EPDXY -I'
EMBED. MIN- w 32' OG MAX�
5/a,' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
,t
74' OR VX2' PT�� ILER
x4 P.T. OR VX4' MIN. SECURE
TWRU — 9 EXTEND I-Y'
INTO BLOCK V )6' TAPOONS
OR DRIVE PIN
11111N. ,51ZE 145
M HEAD 5 ZE 300
�R
MR EMBEDMENT I-y"
WITH N 5' OF EACH END 4 10-
or_ MAX SPAIC ING.
DOOR CASING,
DOOR JAMB OR WINDOW
A TO 2X PER
MANUFACYUFMS DETAILS.
NOM� SHIM AS NEEDED TO PLU� JAMB (DO NOT EXCEED Y')
DOOR JAMB
TO BLOCK +3/4 OR 5/4
WINDOW TO BLOCK +3 4 OR +5 4
+
6, - - -
A: 1 .1 -0
2XA; CM
SECURE TO BLOCK W
TAPE," o4 pm PIN
(MIR SHAW OIZIE.14S
MIN. HEAD SIZE 300
MIN. EMBEDMENT 0' ')
WITHIN S' � EACH END 4
IS' OZ. MAX SPACIN63.
7X6; cao
5EPRE TO BLOM WT-%'
TAPC,CN5 OR PIN
�R[7
(MIR SWANK a ZE 145
'IN HEAD SIZE 300
MIN. EMBEDMENT I Y.,
LU7WN a. OF rACW END 4
W. CZ. MAX SPACW
2xa; 1=03
rRIWALL
SECURE TO BLOCK 2
TAPCONS OR DR VE PIN
I-X4- OR I-XV P.T. NAILER,
(MIR SWANK S= J45
DODIR CASING
M N. HEAD SIZE 3W
DOOR JAMB 01Z WINDOW
MIN. EMBEDMENT I y')
ATTA�W TO 2X PER
UT14IN a. OF EACH END 4
Ia, OZ. MAX WACW
MAR*ACTURES DETAILS.
NOTE� SAIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y
DOOR JAMB TO BLOCK + 1/
( -r-) � WINDOW TO BLOCK +1�0'
"��_ALE �r �
2x4 BLOCKING BETWEEN
TFRU95ES WHERE 'X' 5R/
15 PRESENT
PRE-ENG GABLE TRUSS
NAILER
CONT. 2x4 RAT RUN SECUM
W1 (2)12d's 9 EACH TRUSS
TYP
TO BE INSTALLED 9 MID.
0.14.
POINT OF TRU55 SPAN, OR
10'-0' O.C. MAX.
ENERGY I -ODE FORMS
.flF-zzZZZ___T---5EE
Ks
FOR INSULATION R-VALUE5
J, GYPSUM 50ARD OR 21'
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL 5LK I
(1) 05 RE5AR CONTINUOUS
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
PRECAST LINTEL
WINDOW ATTACHMENT AS
FIER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) S REBAR VERTICALLY
W/ CONIC. POURED CELL
T
Ix2 P.T. FURRING STRI P5
a 16' O.C,
A
a, C-MU
f ---
1/2' GYP� WL. 5D.
WOOD BASE
1-STORY GABLE
BLOCK WALL
SCALE: 3/4'=I'-0'
FIBERGLASS 5PINGLE5
OVER *30 FELT PAPER
INSTALLED PER F5CR
R905-21 ON a' OZB.
SHEATHING OR 2" CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. Ix2 W/ MTL, DRIP EDGE
2x4 OR 2xC, 5U5-5AND
PER ELEVATIONS
VENTED ALUM. SOFFIT
5TIFFBAC< (SEE SEALED
TRUSS ENG_ FOR 51ZE 4
CONDITION.)-
iS 0.5.5, SHEATHING OR 21,
CDX PLYWOOD. ATTACHED
FIER FASTENER SCHEDULE
ON SHEET DE,
1/5' THICK, 3 COAT
PORTLAND CEMENT PILASTER
OVER EXPANDED GALV'D
METAL LATH ON FORTIF15EIR
JUM50TEX GRADE 'D'
PAPER OVER TYVE<
BUILDING WRAP (REFER TO
STUCCO SPECS FOR
COMPLETE INFORMATION)
WEEP SCREED.
(SEE DETAIL 2)
SECURE GABLE TO 2xe, P.T.
PLATE W/ 12d's 6' O.C. MAX
SECURE 2x& FIT. PLATE TO
5L< W1 2"xlb' ANCHOR BOLT
W/ 2' WASHER SET IN SIMFI50N
HIGH STRENGTH EPDXY -I-
EMBED. MIN. a 321 OC MAX.
V THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
-----2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' 5RACING
15 PRESENT
PRE-ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED W1 (2)
l2d'e, s EACH TRU55
TO BE INSTALLED Q MID. POINT OF:
TYP. TRUSS SPAN, OR 10'-0' O.C. MAX,
O.W. SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
9- GYPSUM E30ARP OIR
HIGH STRENGTH CLG.
BOARD
2x4 NAILER
2x4 IT 24' O.C. 6 INTERIOR
KNEE WALL
CONC. FILLED LINTEL 5LK W1
(1) -2 RE5AR CONTINUOUS
DIRECTLY TO MASONRY
1-STORY GABLE
W/ VAULT CLG.
Uj_Bp_� BLOCK WALL
SCALE: 3/4'=I'-0'
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRZECA5T SILL
(1) -5 REBAIR VERTICALLY
W1 CONIC. POURED CELL
Ix2 P.T. FURRING STRIPS
a Ir,' O-C.
a, CMU
1/2' GYP. WL. 5D.
WOOD BASE
NCTE:
PER FBCR '�0521 - FOR ROOF SLOPES 2:12 TO
LE55 THAN 4:12, A (2) LATER UNDERLAYMENT
SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF
4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15
PERMITTED BUT MUST BE PER A5TM D22r. TYPE
11, ASTMI D 456-J TYPE V, OR A5TM D 6151
2X4: CM
2X4: CM
2X4: cm
SECURE TO 5LOCK W Y.-
SECURE TO 5LOCK Wil
SECURE TO BLOCK W02'
TAPCONS OR DRIVE PIN
TAPC.CNS OR DRIVE PIN
TAPCVNS OR DRIVE PIN
(MIN, SHAW SIZE W5
(MIN. SWANK SIZE J45
(MIN. SWANK SIZE J45
MIN. HEAD SIZE 3W
MIN. HEAD Sim
MIR HEAD SIM 300
MIR EMBEDMENT I V)
WIT14 N 6' OF EACH END I
MIR EM5W`E
WITHIN 41' A�14 D 4
EN I Y&
MIR EMBEDMENT 1,V.
WITHIN 8'0� EACH END
1'. OZ. MAX eq-AC
0C. MAX 5PACW,.
IS' OC. MAX SPACING.
2x&; cm
SECURE TO BLOCK
TAPOONS OR Dwil P�
NO Ew STRUCTURAL 2X MUST
BE ON - SIDE I 5E-11
2Xfii CE33
SECURE TO B��
OR VEI�%'
r__j
NOTE; 6TIRXTURAL MST
2X6; C83
SECURE T BLOCK �-114-
TAPOONS OR DRIVE PIN
NO STRUCTURAL IX MUST
BE ON OUTSIDE 4 SECURED
TWR� NON-STRIJCYJRAL
(MR SWANK SIZ
MIR WEAD SIZE --00
THRDtr.H NON-STRUCTURAL
)6' TAPCON MIN. I-Y,'
(MIR SWANK 51ZE J45
MIR HEAD SIZE
L _j
BE ON OUTSIDE I SECURED
THROUGH NON-5TRUCTURAL
(MIN, SPANK SIZE J.5
MIR HEAD 51ZE 300
V TAPCON MIN. 1-)�-
MIR EMBEDMENT I Y')
EMBEDMENT INTO BLOCK
MIR EMBEDMENT I Y')
lY*' T,A MIR I_yl-
MIR EM�T k.-I
EMMBEDMENT INTO 5L
WITHIN a- OF EACH END 4
a, cm
WITHIN 5- Ol- EACH END 4
EMEDME T INTO BLOCK
WITHIN 8'01� EACH �ID
18- OZ MAX &PACW
)5' DRYWALL
16- OZ. MAX SPACING..
a' CMU
LEI' OZ. MAX SPACING
\��A'
2xal c2m
I-X4' OIR I-X2' P.T. NAILER
2)18: CEM
h DRYWALL
2XII, C2M
DRYWALL
� I`,
SECURE TO BLOCK IW7-Y.'
TAPCONS OR DRIVE PIN
)6' 05.5. X 4- MIR
CU
SE RE TO BLOCK W2-Y.'
TAP=N5 OR OR VE PIN
I'X4' OR I'X2' P.T. NAILER
SIE RE TO BLOCK IIA-V4'
IT
TAPCONG OR DRIVE PIN
I'X4' -- I'-' I- NAILER
71.' OSB. X 4'MIK
(Mitt SHANK SIZE J45
M R HEAD SIZE
DOOR CASIW,
CIR $144INK EIZE J45
MIR HEAD 51ZE
DOOR CASING,
(MIK 5WAN< SIZE J45
M K HEAD SIZE "0
DOOR CA5iNa
MIR EMBEDMENT I Y'l
DOOR JAMB OR WINDOW
MIR EM5EDMENT )W�
DOOR JAMB OR WINDOW
MIK EM15EDMENT IkW)
DOOR JAMB OR WINDOW
WITHIN 5' OF EACH END 4
W O.C. MAX SPACING.
ATTACH TO 2X PER
MANUFACTURES DETAILS.
wl�Wlhl 0' Cl� EACW END I
le OZ. MAX SPACING-
ATTACH 70 2X FIER
MANUF-A=RES DETAILS.
WITHIN 0'
IS. OZ. Ol� EACH END 4
MAX SSPACIWI.
ATTACH TO 2X FIER
1101YURES DETAILS.
NOTE1 $14" 45 NEEDED TO PLUM5 JAM5 (DO NOT EXCEED Y4')
DOOR JAMB TO BLOCK + 15�16"
p� WINDOW TO BLOCK +lji5�
j SCALE; F-I'-O'
2X4: cm
SECURE TO BLOCK U/ Y.'
'PCONS OR DR VIE PIN
CMIR SHAW, SIZE AS
MIR HEAD SIZE �
MIN. EM15EDMIENT I Y .' — -
WITHIN S' OF EACH END 4
8' OC. MAX SPACIN&
2xb: CE93
5E -URE TO BLOCK un-V
C
TAPCONS OR DR VIE PIN
IIOTIE� TRUCTIRAL IX 111*1
BE ON OUTSIDE t SECURED
'MIN � SIZE J45
7141SO.155W NOR STRUCTURAL
MIR HEAD SIZE _1�
W,' TAIRCON MIR I-Y'
MIN. EMBEDMENT I Y
EMBEDMENT INTO 5 LOCK
WITHIN S' OF EACH END' 4
5' CI-lU
IS- OZ. MAX 5PACIN�
X' DRYWALL
"2xa: CEM
I-X4' OR I-X2' P.T. RAILER
RE TO BLOCK
TAPCON5 OR DRIVE PIN
X 4'MIR
(MIR SHAW, SIZE J45 �-_—VPY.
DOOR CASING
M R HEAD SIZE
DOOR JAMB OR WINDOW
MIR EMBEDMENT I
ATTACH TO 2X PER
WITHIN 6' OF IEACW END 4
IS. OZ MAX pACW
MAILFACTURES DETAILS.
NOTIF. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y-)
DOOR JAMB TO BLOCK +2 1��"
WINDOW TO BLOCK + 2 J/
SCALE;
NOTE: SHIM Ar NEEDED TO PLUMM JAM5 (00 NOT EXCEED YA')
DOOR JAMB TO BLOCK +3"
WINDOW TO BLOCK +T
SCALE,
2X4: CM
SECURE TO BLOCK W 14-
TAPCONS CIR, DRIVE PIN
(MIR SHANK SIZE J45
MIR HEAD SIZE 300
MIR EMBEDMENT I Y9
WITHIN 9' O� EACH END I
IS' OZ. MAX SPACIW,.
NOTE; STRUCTURAL 2X MUST
BE ON OUTSIDE 4 SECI.RED
TI4ROU3W NON�STRUCTURAL
2x6: CEM r__j
SIECURIE TO Bl_��IjVr
N.- TAPGON MIR
EMBEDMENT INTO BLOCK
TAPCONS OR [ pi;�'
(MIN. SWANK SIZE J45 L_j
a- CMU
MIR HEAD SIZE 300
_V D L
MIN. EMBEDMENT I Y ')
WITHIN 8' O� EACH END 4
/— I'X4' OR I-X7' PT NAILER
IS- OC. MAX SPACING5.
T". �. ..RE TO
2X&_ CEM
SrRUC URAL MEMBER W(2Md
5EC"IRE TO BLOC< �A.'
WITHIN 0- OF EACH END 4 6'
TAPDONS O`Iz DRIVE PIN
TO 01 OZ MAX
[
(MIR SWANK SIZE J45,
DOO?t CASING
MIR HEAD SIZE �
DOOR JAMB OR WINDOW
MIR EMBEDMENT I Y'�
ATTACH TO 2X PER
WITHIN 8' O� EAC44 END I
LWOC. MAX SPACW,.�
MANUI�ACTURE5 DETAILS.
NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 4')
DOOR JAMB TO BLOCK +3"
WINDOW TO BLOCK +T
NOTE; SHIM AS NEEDED TO M� JAM15 (00 NOT EXCEED),')
DOOR JAMB TO BLOCK +3-7/16"
WINDOW TO BLOCK
G
+3-7/16"
SCALE;
2X4� CEM
ercuRr TO BLOCK U34'
TAPCOINS OR DRIVE PIN
(MIR SHAW. 51ZE J4b
MIR HEAD SIZE _�W
MIR EMEDMENT I Y.1)
WITHIN 95- OF EACH END 4
0' OC. MAX WACINc3.
2X&: CM
SECURE! TO 15LOCK WA-114'
TAPCON5 OR DRIVE IIN
TRUC—1 2. MUST
fMIR SWANI� SIZE J45
BE ON OUTSIDE A SECURED
MIR HEAD SIZE 3M
TWRD.K�W NON-STRUCTURAL
MIR EMBEDMENT I YA')
%'TAPCON MIN I-Y'
WITHIN 6' OF EACH END A
EMBEDMENT INTO 6LOCK
IS' OZ. MAX SPAC4W�
DID, CEM
SE RE TO EILOCK Wll� 1/4'
TAPCCl,B OR DRIVE PIN
1'14' OR I'-' PT_ NAILER
(MIR SWANK SIZE J45
P.T. X 4- MIR
M K HEAD SIZE 300 ,\_I'
DOOR CASW,
MIR EMBEDMENT I),,-)
WITHIN 9- OF EACH END 4
DOOR JAMD OR WINDOW
Is, O.C. MA>, SPACINIG..
A ACH TO IX PER
MANUFACTURES DETAILS.
NOTE. SWIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED JI
DOOR JAMB TO BLOCK
+3 3/�"
WINDOW TO BLOCK
+3 3/4
ECALE�
A III C N I T E C T 3
6
L Noe,
GMrosoign
roup.n..
41 N. RONALD REAGAN BLV
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngmup.mm
AA 0:01303325
R
0
rax.mviv. & M-74
SILVERADO
LOT 31
BLK 6
1pRoj=T#
04128.000-03161
MODICIA
4EBB
1828-CALI"
GAPtAGE 1191FMG:
LEFT
]PAGE:
MONOLITHIC
1-STORY
WALL
SECTIONS & NOTES
150 MPH E)T. B of
ARCHrrECT:
STATE OF FLOR
0 10 -
10 .417
F,IPRMRT 11/09/17 1
DAWE:
scALr. 1/4"=V-0"
8*=ET
D3
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER F5CR
R-3052.1 ON a, 0.5.5.
SHEATHING OR P c;Dx
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRU55
P.T. IX2 W1 MTL. DRIP EDGE
2x4 OR 2xC� 5U5-5AND
PER ELEVATIONS
VENTED ALUM. 62OFFIT
DOUBLE TOP PLATE
WINDOW HEADER 51ZE
VARIES PER WINDOW
OPENING SEE HEADER
SPAN CHART FOR
DETAILS
0.5.5. SHEATHING OR 21,
CDX PLYWOOD.
ATTACHED PER FASTENER
SCHEDULE ON SHEET D5.
1/5' THICK, 3 COAT
PORTLAND CEMENT
PLASTER OVER
EXPANDED GALV'E:>
METAL LATH ON
FORTIF15ER JUM50TEX
GRADE 'D* PAPER OVER
TYVEK BUILDING WRAP
(REFER TO STUCCO
SPECS FOR COMPLETE
INFORMATION)
NOTE: SHEATHING MUST
NOT BREAK V-4'MIN.
FROM 2ND FLR LINE
2x4 CONT. a TOP AND 5T.
or FLR TRUSS (TOP 2x4
SUPPORTS BT PLATE OF
2ND FLR, 5TM- 2x4 15 FOR
WALL SHEATHING NAILER)
FASTEN EACH 2X4 R1550N
W1 (5)12d NAILS tD EACH
TRUSS. BTM. R1550N TO BE
P,T�
WEEP 5CREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W1 TRU55 PLAN
SS' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MA50NIRY
2-STORY
FIRST FLOOR
BLOCK SECOND
rj--�FLOOR FRAME
\\�:SEE ENERGY CODE FORMS
FOR INSULATION R-VALUE5
J' GYPSUM BOARD OR 1,
HIGH STRENGTH CLG.
E50ARD
TW15T STRAP VERIFY W/
TRU55 PLAN
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
xzz-- WINDOW SILL
2x STUDS w 16' O.C, MAX W/
IN5UL, SEE ENERGY CODE
FORMS FOR INSULAT10N
R-VALUES
J- T 4 6 5U5FLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRIEE-ENG FLOOR TRU55
(INSTALL PER MFG. SPECS.)
J'GYPSUM 50ARD OR J-
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL 5LK W/
(1) -5 IRIEIBAR CONTINUOUS
SEE ENERGY CODE FORMS
FOR INSULATION R-vALUE5
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECA5T SILL
(1) 05, RE5AR VERTICALLY
W1 CONC. POURED CELL
lx2 P.T. PURRING STRIPS
9) 161, O.C.
a, CMU
1/2' GYP. WL. BD�
WOOD BASE
2x STUDS a Ir.' OC. MAX W1
j 065 SHEATHING OR J- CDX--,
N6UL., SEE ENERGY CODE
PLY�06D. ATTACHED PER
FORMS FOR INSULATION
///-FA5TENER SCHEDULE ON SHEET
R-VALUE5
T 4 G suBrLOOR GLUED
D5
-1/5' THICK, 3 COAT PORTLAND-\
AND SCREWED AS FIER
CEMENT PLASTER OVER
EXPANDED GALV'D METAL LATH
FASTENER SCHEDULE
ON FORTIP15ER JUM50TEX
GRADE 'D' PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
2x4 CONT. 6 TOP AND BT. OF
Fl-R TRU-59 (TOP 2x4 SUPPORTS
5T PLATE OF 2ND FLR, 5TM. 2x4
PRE-ENG FLOOR TRUSS
15 FOR WALL SHEATHING NAILER)
FASTEN EACH 2X4 R155ON W1 (5)
12d NAILS a EACH Tf�RU55-
5iMI15ON HETA-IC, EMBED.
n5TM.
R155ON TO BE FIT
STRAP to 32' O�C� MAX VERIFY
W/ TRUSS PLAN
WEEP SCREED
(SEE DETAIL 2/D-
55' GYPSUM 50ARED OR 2"
EMBED. STRAP VERIFY::�i--Jj
HIGH 5TRENGTH CLG. BOARD
W1 TRUSS PLAN
V THICK, 3 COAT PORTLAND
CEMENT PLASTER AllIlLI!D
DIRECTLY TO MASONRY __/
FLOOR CONNECTION AT PAF
P-ERUNDICULAR PRE-ENG FL(
2 � ( �ERPE
SCALE: 3/4'=V-0'
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER F5CR
R1305-2.1 ON a, 0.5B.
SPEATPING OR �' CIDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
F.T. IX2 W1 MTL. DRIP EDGE
2x4 OR 2x& 5U5-5AND PER
ELEVATIONS
VENTED ALUM. SOFFIT
STIFF5ACK (SEE SEALED
TRUSS ENG. FOR SIZE 4
CONDITION)
SECURE 2x4 PLATE TO WALL W1
3.x
a 6' THRU-50LTS s 32' O.C.
MAX THEN SECURE r-45LE TO
2x4 PLATE W/ 12d's 5' O.C. MAX
OR
SECURE GABLE TO DBL TOP
PLATE W1 5IMP50N PTC4 0 24'
O.C� MAX
WINDOW HEADER SIZE VARIES
PER WINDOW OPENING SEE
HEADER SPAN CHART FOR
DETAILS
0.5.5. SHEATHING OR �' CDX
PLYWOOD. ATTACHED PER
FASTENER SCPEDULE ON SHEET
DS
1/5' THICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
EXPANDED GALV'D METAL LATH
ON FORTlrI5ER JUM50TEX
GRADE 'D' PAPER OVER TYVEK
BUILDiNG WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
NOTE: SHEATHING MUST NOT
BREA—Kr - 4' M IN, FROM 2ND rLR
LINE
2x4 CONT. a TOP AND BT� OF
FLR TRUSS (TOP 2x4 SUPPORTS
5T PLATE OF 2ND FLf;R, 5TM. 2x4
15 FOR WALL 5PEATPING
NAILER) FASTEN EACH 2X4
RIBBON W/ (5)12d NAILS a
EACH TRUSS. 5TM. R15BON TO
BE P.T.
WEEP SCREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W1 TRU55 PLAN
V THICK, 3 COAT
PORTLAND CEMENT
PILASTER APPLIED
DIRECTLY TO MASONRY
2-STORY GABLE go[ --
FIRST FLOOR J
BLOCK SECOND
gFL�RF
FLO 05ELFRAME
a. a��
1A SCALE: 3/4'-1'-0'
2x4 BLOCKING BETWEEN
TFPU55ES WHERE 'X' BRACING
ISPRESENT
PRE-ENG GA5LE TlRUE75
CONT. 2x4 RAT RUN SECURED
W/ (2)12d's 0 EACH TRUSS
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
9' GYPSUM BOARD OR 2"
HIGH STRENGTH CLG.
BOARD
DOUBLE TOP PLATE
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
WINDOW SILL
2x STUDS 6 111 O�C. MAX W1
INSUL, SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
J' T t G 5u5rLOOR GLUED
AND SCREWED AS PER
n,5TENER SCHEDULE
PIRE-ENG FLOOR TRU55
(INSTALL PER MFG. SPECS.)
9- GYPSUM E30ARD 01R 2t-
HIGH STRENGTH CL3.
50ARD
CONC. FILLED LINTEL 5LK W1
(1) 05 RE5AR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SF-ECiFICATION5
PRECAST SILL
(1) 1�:, RE5AR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
w iro, OC.
a, CMU
1/2' GYP. WL� BID.
WOOD BASE
2x STUDS v 1&' O�C. MAX W1
IN5UL, SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
J' T 4 G 51.15FLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
NOTE:
PER F5CR 13052,1 - FOR ROOF SLOPES 2:12 TO
LE55 THAN 4:12, A (2) LAYER UNDERLAYMENT
SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF
4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15
PERMITTED BUT MUST BE FIER A5Tt-1 D229, TYPE
11, ASTM D 4669 TYPE IV, OR ASTM D 6151
3/4' T 4 G 5U5FLOOR GLUED
AND SCREWED AS PER
7
FASTENER SCHEDULE ON
SHEET D2
PRE-ENG FLOOR TRUSS
FASTEN EACH 2X4 R155ON W/
(5)12d NAILS a EACH TRUSS.
GYP5um E30ARD OR
5TM. RIBBON TO BE P.T.
HIGH STRENGTH CLG-
BOARD
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
CONC. FILLED LINTEL 5LK W/
(1) *5 RE5AR CONTINUOUS
CONC. FILLED LINTEL 5L< W1
(1) 05 REBAR CONTINUOUS
RIBBON
FASTEN
_�IDETAIL
i=E _V_�G
F15EFRGLA55 SHINGLES
OVER *30 FELT PAPER
INSTALLED PER F5CR
R905-21 ON J' 0.5�5.
SHEATHING OR 21, c:Dx
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRU55
P.T. IX2 W1 MTL� DRIP EDGE
2x4 OR 2x6, SUB-15AND
PER ELEVATIONS
VENTED ALUM. SOFFIT
1,0000 UPLIFT
CONNECTOR
2x5 5Yll 02
D51- TOP
PLATE
WAL L
5PEATPING
2x8 SYP *2 —
WOOD STUDS
AT 12' O.C. MAX
2x& P.T. 5YP -2
50LE PLATE
*5 REBAR e lb
O.C. MAX, IN
CONCRETE
POURED CELL,
VERIFY PER
PLAN.
SEE ENERGY
CODE FORMS
FOR
INSULATION
R-VALUES :Z
IL -2� o
WALL
SECTION
WOOD
FRAME TO
LOCK WALL
EXTER OR 11ALL STIJDS
(ILALL SWEATI41W, NOT
swmN � CLARITY)
-STEN 5T.IDS TO BLOO< WALL
WIT14 USP MSTAAO STRAP WrTW
FASTENERS AS 5POM INSTALL
STRAP - tA- END e�) 4
SPACE STRA As FOLL.OILIS;
-110 MFW C. 32- OC�
-160 M— V; 32- O�
- 150 MP14 . 5'; 45: O�.
-M0 MPH V 4e OC-
TOP OF STUD "LL
SOLE PLATE
TOP OF
b&L
� 51-0� �1-1-
SEE ENERGY CODE F05316
FOR INSULATION R-VALUES
I- GYPSUM 50ARD OR 2"
HIGH STRENGTH CLG.
50ARD
SIMPSON
5F12 a EA.
2X5 STUD
" DRY WALL
" D[A ANCHOR BOLT
AT 16' O.C. MAX WITH -I-
EMBEDMENT AND 2'
DIA. WASHER
5IMP50N 51`1
e EA. 2X8
STUD
(1) COURSE TIE-5EAM
POURED 50LID WITH
CONCRETE (1) 05
RE5AR HORIZONTALLY
PRECA5T LINTEL
WINDOW ATTACHMENT AS
FIER MANUFACTURES
L,k-L zz-SPECIFICATIONS
PRECAST SILL
lx2 P.T. FURRING STRIPS
0 le" O.C.
a, CMU
.j 1/2'GYFI. WL. 5D-
(1) 14 CONTINUOUS RE5AR
WOOD BASE
04 RE5AR 48' LONG
W1&' WOOK 6 24' OC,
MIN. 24* IN SLAB
2'-0' (MIN�
\-4' CONC., REINF. W/ &'xro'
WIAXW1.40 WWM ON &-MIL POLY
ETHYLENE VAPOR RETARDER 01,
WELL -COMPACTED CLEAN FILL
TERMITE TREATMENT SHALL BE
BORA-CARE
(3) -, REBAR ON CHAIRS
2-
AND lAl NE. AS
5WOUN "T" 1*14E
ADDITIONAL STRAP AT
EAC44 WINDOIll KING STUD
MIN (10) Od COMMON NAILS
INTO STUD (0.146 DIA X 1 112-
LOWW
FILL ALL ANING STRAP
POLES W Od NAILS INTO
WOD EACKNG
DO NOT PLACE SCREW IN
TOP POLE NEAREST TO TOP
OP CM 5LOCK WALL
0ONRECT 50TT OF
STRAP TO CMU EILOCK WALL
W (1) �A&- DIA X 1-114.
LOW. TAPCCN MASONRY`
SCREUr
EXTERIOR STUD WALL CONNECTION
r;;-JO FIRST FLOOR MASONRY WALL
A R C N I T E C T 3
6
'toe'
Mirmsoign
Group..
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: 0003325 ]
14
6
64
6xyBDxv. de WT.
SILVERADO
LOT 31
BLK 6
PFt0jEcT# 1
04128.000-03161
MODEX.
4EBB
"1828-CALI"
GAP -WE SIVMG-
LEFT
PAGE:
MONOLITHIC
2-STORY
WALL
SECTIONS & NOTES
V, 150 MPH EXP. B )
ARCHrrECT.
STATE OF FLORDA
`P
= 11/09/17
91CAIX. 1/4"=V-0"
811EET
D4
PRECAST WEADER(MIN)
2 X 4 (MIN 7 X 3) 1�3A& TAZOH��-
OR DRIVE PIN (MIN SWAW SIZIEJ45
MIN HEAD SIZE
MIN EMBEDMENT 11/4-11
6- FROM EACH END AND lo-
MAX. MIN 1-1/4 EMBEDMENT
OZ. r
2 X (MIN 2 X 3) 2-3/16 TAPCON
VE PIN (MIN SPAIN!< SIZEJ45,
M N HEAD SIZE 3�1
'N EMBEDME T 1 14-)
FROM EACH END AND 15'
OC MAX MIN 1-V4' EMBEDMENT
X (MIN 2 X 3) 2.3A& TAPCON
02
R DRIVE PIN (MIN SHARK SIZE�5
M EAD r
IN H IZE 300
2X4 50LID BLOCKING
MIN EMSEDME14T 1 1/49
SECURE TO SHEATHING W
VCMU
F ROM EACH END AND 191,
-12d M
MIR 2 =R BLK. EA. END
0, MAX. MIN -1/4- EM5EDMERT
IAW 0-16 SHEATHING
WALL
ARCHWAY DETAIL
16" AN ER
LE� �R�
D5L OP A
T?op1L=TE.
'T?O
p
2X4 *- Z7=.
-
SECURE 2X4 TO
WOOD �-Qd - 6. -9,
OZ. STAGGERED
SECURE 2X4 W/ 2-V
TAPCON OR DRIVE
PIN (MltL SWANK SIZE
J45 Milk WEEAD 51M
300 mir-L
='MENT Qv WAN
E"r
5, EA END NOT To
EXCEED 15, OZ.
MAX
2X SOLID
SLOCKIN's SECURE
`21 PLYWOOD
IIATWINS WITH
SHE
OR 1/16. 0�5.5.
MIN, 2 .12d MR ELK
rA E14D
/'�,EXTERIOR
ARCHWAY
%;O.55.OR�-F-LYWO0De44EATHING
-� BLD� FELT
2A' WDE 26 GA GALVANIZED METAL
M-4514ING
MUST ADD DIZIO, 36- WIDE AND
AND MST BE A MIN 24- WIDE METAL.
FIBERGLASS SHINGLES
4 TEXT.
SIMPSON 2X4 DEL. TOP PLATE
1/2' DRYWA L
2X4 WOOD STUDS -16' OZ,
I�U.No. ON TRUSS PLAN
2X4 CCNT. STRE
BLOCKING MID -WALL
2X4 � PLATE
61�1�r6114 *
MAX
1/2'X5' A25.32- OjC�
EMBEDMENT
LAB
2 -S'. CCNT.
1-STORY
INT. BEARING WALL
No U"'T OI�
'CALF'
'R WALL
NOTE.
HAI FLOOR LOAD ONLY, 110 .111
INSTALL CLA-NECTOR5.
DEL. TOP PLATE
2X4 IS' OC. MAX
SECURE 2X4 V 2A
TAPC,ON5 OR DRIVE PIN
(MIR SWANK $IZE.10 MR
HEAD SIZE � MIN.
EMBEDMENT I VW/N S'
EA. END NOT TO EXCEED
0* OC- MAX
2X SOLIC
BLOCKING SECURE
T SHEATHING WItP
MIK 2-12d PER BILK
EA. ENE
\ - 11 SCALE; 1/2'-I'-V'
FRECAST WEADEWMIN)
2 X (MIN 2 X 3) 1�3A6 TAPCCN::��-�
OR DRIVE PIN (MIN SWAN< 61=145
MIN HEAD SIZE �
MIN Em5a 7 1 1/4')
6' FROM EACH END AND 15'
OZ MAX. MIN 1-1/4' EMBEDMENT
2 X 6 (MIN 2 X 3� 2-3116 TAPCON
OR DRIVE PH (MIN OWANK OIZEJ4!,
4KN
MIN HEAD 51ZE 300
MIN EMBEDMENT 1 1/4')
8'. FROM EACH END AND 18'
OZ. MAX, MINI-1/4' EMBEDMENT
2 X 5 (MIN 2 X 3) 2-3/16 TAPCON1
OR DRIVE PIN (MIN SWAN< SIZE.145
MIN HEAD SIZE 300
1/16- CSB SWEATW?N3-
MIR EM5EDMENT 1 1/4-)
2X4 V, - OZ. MAX
6' FROM EACH END AND 15'
(WHEN OVER I&- IN WEIGWTJ
or MAX. MIN 1-1/4'EMBEDMFNT
2X4 60LID BLOCKING,
SECURE TO 6WEAT141W, V
MIN. 2-12d PER ELK EA END
Kc'\CLOSED VALLEY FLASHING DETAIL
PRE-EW. TRUS5
DOUBLE TOP PLATE
2.4 CONTINOUS STRESS
-BLOCKING "'D WALL
SIMPSON
?x4 STUDS * 16' D.C. MAX,
O.C.
I' T 4 G SUBFLCOR GLUED
1,,�AIICI SCREWED AS PER
FASTENER 5C�,IEDULE
15T FLOOR STUDS TO
7ND FLOOR STUDS
SIMPSON MSTA-36 - 32'
OZ. MAX
PRE-EW. FLOOR TRU55
DOUBLE TOP PLATE
2.4 CONTINOUS STRESS
BLOCKING MID WALL
2.4 STUDS - *'OZ. MAX,
UON.
1/2, GYR WL. ED.
SECURE 5T. PLATE TO SLAB
LU/ 1'.9' ANCHOR BDLT W 2'
WASHER SET IN $ -
"' "ON
HIGH STRENGTH EPDXY 11
EMBED. MINL
SIMPSON SP4 0 32- OC. MAX
I Nj� Z2- 2
�F LB.W.
!.in IV
ARCIJWAY DETAIL
16 AND UP
5CALE�
PRE-ENG TFW&SES OR
CCNV. FRAMED RAFTERS
a' O.S.B. SHEATHING OR J'
CDX PLYWOOD SECURED
FIER FASTENER SC14EDULE
2.4 BLOCKING UNDER
WALL STUDS SCUIRE
BETWEEN TRIUS BAYS W1
(3)12d'. EACH END
2. DOUBLE TOP PLATE
5rUD5 0 16- OC,
MTS-12 - EVER STUD
2X4 5T. PLATE
DORMER
9 ATTA NT
DBL. TOP PLATE
SECURE 2 X RIP TO PIT
�-MdS 6--b- OZ. MAX.
1/0' TEXTURED FINISW
---2x4 -OcMAX.
eWWEN OVER 16' IN WIMGWtd
2 X 4 (WHEN OVER 6' IN WIEGHTI
" ' TEMPERED MA50NITE
GLUE A RAI '5 0'.12' Or.
F NEEDED.
2 >1 SOLID 51-Kn - ARCH
SECURE WQ-Ud EACH END
ATTACHMENT PER
MANUFACTURER15 5PEC'S.
MTL WOW FRAME
�NCTE, 1111 GAP . WDW 1.
TO EXCEED 1/4-
ARCHWAY DETAIL
6caa-
2 X 4 (MIN 2 X 3� 1-3A& TAPCON
OR DRIVE PIN (MIN SHANK SIZEJ45,
MIN W-AD SIZE 3W
MIN EMBEDMENT I v *?
5. 'ROM EACH END AND 15,
EXISTING BI-K ABV.
OC. MAX� MIN I-V4- EMBEDMENT
1/4' TEXTURED FINISH
2 X 6 (MIN 2 X V 2-3116 TAPCON
1/9' TEXTURED RN1644
OR DRIVE PIN (MI SWANK SIZE�5
MIN HEAD IZIE 300
IA&- 095 91E.TWING
MIN EMBEOM04T 1 114')
$'FROM EACH END AND 16'
2 X 4 *- OZ. MAX
(WHEN OVER *- IN WEIGHT.)
OZ MAX MIN 1-1/4' EMBEDMENT
2 X 4 ALWIEN OVER 16-
2 5 (MIN 2 X 3) 2-3A& TAPOON
,6. IN WE
=,GWTJ
OR DRIVE PIN (MIN SWANK SIZFJ45
7 X 50LID SILKY, - ARCW
MIN HEAD SIZE -300
MIN EMBEDMENT I V4-�
SECURE W/2-12d EACH END
WFROM EACH END AND 10-
ATTACHMENT MR
MAX MIN I-y4- EMBEDMENT
MANJFAC R*s =C,5.
EM
MTL WOW FRAME
1/4- TEMIPERED MA50NITE
OTE N. GAP ' WOW FRAME
NO �A
GLUE 4 NAIL W18dS 5--l" OZ.
I. EXCEED 114-
F NEEDED.
ARCHWAY DETAIL
CUTAWAY
�� E
ROOF TRUSS Jf-LIFT
CONNECTOR NOT
SPOLLN FOR
CLARITY (SEE
5140f. C>urlsd
EXTERIOR LUALL
SPEATHINI. (SEE
NOTES) FASTEN EACP STUD
TO D15L. TOF- I -LATE
UJ/ L15F- 5F-T24 NAIL
PER MANLF. SPEC5.
SECTION AT TOP
r---�OF EXTERIOR WALL
ASPWALT SWINGLFS OVER
30 FELTON 111& 0,5.5.
PRE-rN6 GABLE TF&ISS
5PF STIFFIBACK
(SEE 5EALP EN&. PACK FOR
SIZE t CONNECTION)
2x4 SPF BLOCKING BETWEEN TF4155E5
WHERE 'X' BRACW, 16 PRESENT
CONT, 1,4 5PF R4T,RUN -
SECURED W/ (7) l2d s 0 EACH
TRUSS
(2) 2.4 -2 SX . DIAGONAL BRACE W1 (3)
X-5RACW, TO COVER S-TRUS5E5
I'GYPSUM BOARD OR J'
WIGW 5T N3TW CLa
NOTE: 50AFRD
DIAGONAL BRACE - CENTER OF TRUGG SPAIN OR WIC144EST RIDGE.
DIAGONAL BR!ACE TO BE - ANY $PAN OR GRATER REFER TO
TRUSS El FOR ADDITIONAL WOFPJZONTAL TRUSS REINFORCEMENT.
0'-0' TO 30--0- (1) X-BRACE
30'-1- TO (3) X-5FEACE (1) X-5RACE - CENTER AND (V
BRAZE DIVIDED EQUALY FROM CENTER TO END
@�GABLE X-BRACINIG
id GAECA
SCALE: 1/2'-1'-0'
2x RIDGE ONE SIZE LAR51ER
TWA14 RAFTER SIZE
MI (3)12d NAILS OR
MIN. (4) Wd NAILS
N6 COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN. (3) 12d N4IL.5 OR
MIN. (4) Od GUN NAILS
2x RAFTERS
1.0 RAILER SECURE TO TRUSSES
13ELOW tLW
(2)12d NAILS OR
(3) 10d GA NAILS - EA, TRUSS
RAFTER TO TRUSS MTS-12
CFMATE VOID FOR STRAP
PENETRATION
ROOF DECKING. OVER
PRE-EW, TRUSSES
FIRE-ENG. TRU58
CO�NV
aZE.�J��D ROOF
0'-V' TO 3V'-O'(l)'X'5RACE
30'f TO (3) 'X' BRACE
(I Ix BRACE 0 CENTER)
(2 .1. BRACE DIVIDED EQUALY FROM CENTER TO END�
FIDEIEG31-A56 SHINGLES OVER
30 FELT ON IfIr - O.S.B.
(2) 2X4 -2 5YP DIAGONAIL BRACE
W1 342cl - EA TRUSS ( DIAGONAIL BRACE
TO COVER S-TRUSSIES Ll
2X4 BLOCKING WHERE *X' MRACW.
15 PRESENT
(2) led RAILS EA END
TO TRUSS
SIFF 5T FFEACK
IF
(SEE SEALD ENG. P�ZX FOR IS Ish ISIS IS IN% Isism Isisis
N
p
FOR RACE
SIZE 4 CONNIECTIO
1/16' 055 SWEATWI�. TRUSS 24'oz.
US ad NAILS AT
4' zz, EDGE 4 6' oz. FIELD
1/2' CLG. 50ARD
2X4 W1 3/9' x 5 LAG -3 OZ. MAX, NAIL C T. RAT RUN TO
OR 51MP50N META-�-24 - 2' OC. ]MAX \ TFEU% U/ (2) l2cl . rA TRUSS
2X4 SrP RAT ADJACEN
TO DIAGONAL BRACE.
SW ATWING NAIL ING TO BE D11L IPPLATE
01C. IN FI EI-D
r
4' OZAALL EDGES, UVSd NAILS 2X4 5T`UD 16' Or- MAX.
2-STORY GABLE END CROSS BRACING
6CALE:
12'
FINISH w LANDING
3/4' PLYWOOD FF.
D51- 2XIb-
III!, UPLIFT
SIMPSOM WT 0
WAO 10d TO TRU S
AND (4) 1/4' . 2 1/4'
TAPCONS TO CONT
POURED L NT L
- 23 0 UPL FT
(2) SIMPSOM 14TSM20
INSTALLED ON OPPOSITE
FACES OF BLOCK WALL
WAO 106 TO TRUSS
AND (4)1/4'x 21/4*
L��On jl��ECNT
Ui,�\TRUSS ANCHOR RETROFIT
2 N,..
36' MIN, FIN15P__�
3/4' PLYWOOD WITH
4 12 - D COMMONS WINDER DETAIL
LANDING DETAIL
NAILED TPIRU 3/4'
NN15I-4 s LAND1NG-- PLYWOOD INTO
-1/4- PLYWOOD FJY-- 5TRINGERZ
�EAC14
LESS TLIAN 4' TYP-
N,
-2xI2 SYP STIR 'E
,3,
3 1 _ R D51- 2X12 X12 T
ETWEEN SPINDLES
CUT TnAD
REINFORCED W/2X4 5FIFOR IT
W/CONT. BEAD OF FLOOR JOIST 1X8 RISER
5U5-FLOOR ADLIE51VE
PL-400 OR SIMILAR 0
HAND RAIL,
EA PORIZONTAL RUN
SECURE TREADS TO STRINGER
W/(3)06 3' SCREWS 6 EA
4
STRINGER UNTLIREADED 6�-IANK
1/2' DRYWALL-,,
TO EXTEN6 BEYOND TI-41CKNE55,
OF SU5-FLO0R 514EATPING
11 IX10 TRIM---'
NOTE:
I' N05ING TYP-
STAIRS RISER5 TO CONFORM
TO F5CR DTP EDITION (2014)
MIN. TREAD 10', MAX. RISER -1-3/4' (3) 10d CUT NAILS
3/16' MAX. VARIATION IN RISER5/TREADS a 2X4 F.T.
X
ADJACENT TO EACP OTPER SLEEPER INTO
3/5' MAX. VARIATION IN ANY RISER/TREAD SLA5
PANDRAIL CIRCULAR CROSS SECTION DIA.
To BE 1 3/4' -1/4' OR PROVIDE EQUIVALENT
GRASPABILITY STAIR
SECTION DETAILS
WINDERS- MIN. 6' WIDE ED NARROW END
MIN� 11' WIDTLI 6 12' FROM NARROW END SCALE:
3/4'sl'-O'
34'MIN. PANDRAIL PGT.
A R C N I T E C T 111I
6
Grou
41 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.mm
AA #: OD03325
e
F'sxmDrv. ac M-71.N
SILVERADO
LO T 31
BLK 6
PRoj=T#
04126.000-03161
MODEX.
4EBB
1828-CALI"
GAI%AGE 8111MfG:
LEFT
IPAGIC:
misc.
DETAILS
150 APH EXP. B
ARCHMECT.
STATE OF FLORDA
17
I Plum"
DA7m 11/09/17
SCALa 1/4"=V-0"
skEWL"r
D5
PRODUCT APPROVAL LISTING -SHINGLES -STANDARD
PRODUCT APPROVAL LISTING
EXPIRATION DATE
FIL 10446-114
SIMPSON STRONG -TIE DID
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FIL 10447-R3
SIMPSON STRONG -TIE CO,
STRUCT CDMP.
WOOD CON NECTORS
2014 FBCR
12/31/2017
FIL 10456-R3
SIMPSON STRONG -TIE CID
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FIL 17236-R2
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CON NECTORS
2014 FBCR
12/31/2020
FIL 17244-Rl
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FIL 17243
FIL 17241
FL 17236
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 17244
FIL 6223-R2
FL 17236
USP STRUCTURAL CONNECTORS
STRUCr COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FIL 7473-R6
EAGLE PRODUCTS
ROOFING
ROOFTILES
2014 FBCR
12/31/2018
FIL 12019-RS
AMERICAN CONST. METALS
PANEL WALLS
SOFFIT
2014 FBCR
3/2/2020
FL 17624
PLYGEM
PANEL WALLS
SOFFIT
2014 FBCR
7/31/2019
FIL 14039-R2
PLYGEM
SINGLE HUNG
2014 FBCR
7/31/2019
FL 14634-R2
PLYGEM
SLIDING GLASS DOOR
2014 FBCR
7/31/2019
FIL IS264
PLYGEM
WINDOWS
MULLIONS
2014 FBCR
7/31/2019
FIL 14253-R3
PLYGEM
FIXED GLASS
2014 FBCR
7/31/2019
FIL 15217-114
MI WINDOWS & DOORS
SINGLE HUNG
2014 FBCR
12/31/2017
FIL 13349-R4
MI WINDOWS & DOORS
SLIDING GLASS DOOR
2014 FBCR
12/31/2017
FIL 15333-R2
MI WINDOWS & DOORS
WINDOWS
MULLIONS
2014 FBCR
12/31/2017
FIL 15076-R3
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2014 FBCR
12/31/2017
FIL 5678-R3
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FL 5684-117
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FIL 15279-R4
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FL 5891-RS
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR
2014 FBCR
12/31/2018
FIL 10758-R6
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2014 FBCR
04/13/2018
FL 10477-R3
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2D14 FBCR
01/01/2018
FL 13192-114
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
FIL 13265-R2
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FIL 4103-118
TAMKO
ROOFING
ROOFING ACCESS05RIES
2014 FBCR
12/31/2018
FIL 7006-119
IKO
SHINGLES
30 YEAR
2014 FBCR
9/6/2021
FL 158-R8
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 (Sth EDITION) BUILDING CODE INFORMATION SYSTEM @
WWW.FLORIDABUILDING.ORG
CONTROL DATE: 09/26/2011
F-A It C It I T E C T 8-1
6
DesIgn
G rMo gue'. .
p lw-
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX, 407-774-4078
"w.abd�Igngmup.mm
L AA #: 0003325
P-SUB377. a M—PN
SILVERADO
LOT 31
BLK 6
Pp.ojzcT#
04128.000-03161
MODE11.
4EBB
"1828-CALI"
GAM&GE 81rMG-
LEFT
]PAGE:
PRODUCT
APPROVAL
LISTING
150 MPH EXP. B
"pmZ 11/09/17
5CAMM: 1/4"=l'-0"
5 ET
D6
NOTE:
AF4-ROVE BUILDIW, WRAP
SHALL BE LAPPED A MINIMUM OF
6' 0 VERTICAL LAPS (ROLL
END ) 4 6- - HORIZONTAL LAPS.
A L SEAMS NEED TO BE TAPED
LATH VERTICAL LAP TO BE P
WIT" FORT113ER SPEATWIWS TAPE
PREFORMED CONTROL JOINT
TWicr, 3 CC I CEMENT
FLAWSE OF ONTROL JOINTS I
:::R.R.
B WIRED TIED TO LATH * S'
-2. PO IF15ER
Or- MAX (YERT.). NOTE1 00
NOT FASTEN CONTROL JONI ID
BIJILDW3 PAPER
r MTAL LAIM
WALL EVEN IF STUD EXISTS
BEYOND XCEPT STAPLE5 LU/
LEG MAY BE USED TO TEMP.
APPROVE METAL LATH
FASTENED -1' (VERT.) Or- MAX
X=--X-
5r
=CURE CONTROL JOINT
URING. INSTALLATION
AT SUPPORTS
x
FA5 ENER5 TO BE SPACED
WRB LATER M,
STUCCO WRAP
IT
ETAL LATH
T D.C. MAX VERTICALL
N\\
U)OOD SW ATWING.
WRB LAYER -1,
STUCCO WRAP
�k
A",
Y
LAYER 1. FORTIFIBER
-�WIRE,
25UILDIW� PAPER
AT=TA IT -To.,
4ROLISW CCPNrROL
DINTS BUT SHALL
1E STOPPED AND
IED AT EAC SIDE.
�1=.. FLAT MAX. &' 10
-ER ASTM C1063 PROVIDE 2X4 BLOCKING.
J0.1.4 FROM CONTROL JONI W-It
i2lg';- 1 CONTROL JONI rA LS ON
FA5TENER5 FOR LATH TO BE KAJJLS STFJJCTURAL STUD
iTAPLES IN COMPLIANCE W1 ASTM C1063
.WIRS TIES TO BE (NO. 18100419- WIRE
k BLOCKING. SHOWN MAY BE IN ADDIT17
'0 WALL STUDS RE
=QJIRrC> PER PLAN
7=71
(D' M" TYPE CONTROL JOINT
0
I -A
4-
-ILL
E
J' THICK, COAT CEMENT
PLASTER (FI—E). - 2 C0AT
� �— 1-1
UIRB LAYER -2, FORTIFOER
BUILDIN13 PARER—E —
URB LA ER M,
STUCCO UJRAP� aN-r,
— LA� - --- —
—1- � OT—
DETAIL)
DMP 3%
LY
(4) KICKOUT
T'\ T' IT' A T T
Mr� —
FLA_— T—OF
L
�NQ7- — .1
=—I-- — OR
LOM
VERTICAL LATH
& PAPER DETAIL
NOTE
SIDE LAPS OF METAL
PLASTER BASES SHALL
BE 5ECU D TO
FRAMlW. MEMBERS.
T14EY SHALL BE TIED
BETWEEN 5UPPORT5
W r4 0041544.(121-MM)
WIRE AT INTERVALS NOT
MORE THAN W (221-MM).
AS PER ASTI C1063
IAL
FOR REPAIR OF TEARS
IN WRI5 LAYERS, TEARS
MAY BE PATCH D
UkHDU5E URAP TAPE
P R MANUP. SPEC. OR
PEEL 8 STICK
ROOF
4',4* SELF-AOWERIWI MEMIEIRANE-�
FLASI4W. (COMPATIBLE "' HOL"i
WRAP MATERIAL) OVER
APPR.OVED WOU WRAP
FLASWIW, TO EXTEND ONTO PIPE
P OR LESS PIPE
PENETRATION
ERIW. MEMBRANE
IATI15LE W/ HOUSE
) OVER 4'.4'
MEMBRANE
APPROVED
CU AND OVERLAP ONE SIDE
SELF-ADWIERIN6. MEM13RANE
CUT AND OVERLAP CIE I ICE OF
STEP 01
SELF�ADHERIW. MEMBRANE
STEP 02
THICK, 3 COAT CEMENT
FLASHING
PI -ASTER
WF15 LAYER M,
METAL LATH
STUCCO WRAP
WR5 LAYER -2, FORTF15ER
I----
Ull LAYER n, FORTIFIBER
BUILDING, PAPE
BUILDIW, PAP R
METAL LAT14
WR5 LAYER -1.
6' 6' SELF-ADHERW3 MEMBRANE
STUDCO WRAP
FLASWIW, OVER 4',4'
SEL -ADHERING. MEMBRANE
r'.
INSTALL FASTENERS (CLIPS.
FLA5HI OVER APPROVED
WOOD SHEATHING.
STRAPS, TAPLEW AS
E P
==VO
D TO SECURE
REQUIRES
EXTEND ONTO PIPE
'.IPE/ WIRE TO FRAMING
.. —
WOOD
SWEAM
BUILDI
PAPEF
STUCO
HORIZONTAL LATH
& PAPER DETAIL
UJOCE) 5HEATHINr, oi;R cr-lu
LUR5 LAYER *1,
STUCCO WRAP (FRAME ONLY)
THICK, 3 COAT CEMENT
PLASTER (FRAME), 1/2' 2 COAT
CEMENT FILA5TER (C-MU)
METAL LATH (FRAME ONLY)
LAP WR5 4 TAPE OVER
ROOF/WALL 5CREEP
5'X5' V TYf1E CONTINUOUS
GALV. METAL FLA5PING
(NAIL To ROOF DECK, NOT
LUALL SHEATHING)
CAFI 5HINGLE - DO NOT NAIL,
IN5TALL LUITI4 ROOF CEMENT
/-- ROOF FIER ELEVATIONS
L" FLASHING
N.T.S.
-WCONT. MAC) OF SEALANT
�N5TALL AFI-ROVED 4OU5EWRAf- AIR
NFILTRATION 13ARRIER OVER
514EATHW3
ELASTOME C COATING OVER STUCCO/
CY. FN15W (SEE TT-P WALL SECTION)
SECTION PER FBC Ill
WhkV W PMWft
E.I.h., ... of WM.� —.. A —
.,all co,ply i� tiv.ppk.�.
,qui—ems of ASTM 0
ISMIlatio, It 01111io, lalhiN " fl—N
shall comply with ASTM C 1063 12A�
I �f=IFE FENETRATION DETAIL (FFP,4�1
3A JN I -r a
INN "INNIN
DRAINAGE FLANE (WFZE3
L,4'rEI;R *11, 5TUCCO WfRAF)
WR5 LAYER #2 (FORTIF15EF� ------
5UILIDINC3 FAFER)
I-1ET,4L LAT�4 X—X—X—x
5TUCCO 1- �
m �w � � �- r A,,Fff## azz, rm ed I
5ELF-AD�4E51vE FL,45HINGI: - - - - - -
NOTE:
t-IETAL LATH: LATH TO 5E F=EfR F5C
R-103,ro.] / 457-1 C-a4-1-OcJ, �-11N. 2�E? L55,
FEF, &Q. YARD (UTILIT'T' OR NOr-11NAL
LATH DOE& NOT. r-1EET 5FECIFIGATION5)
r A R C N I T 1 9 T 3 14
Mmrsolgn
I.
Grour.Z.
�1 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX, 407-7744078
www.abdesigngroup.-m
AA *: 0003325
SILVERADO
LO T 31
BLK 6
]PROJECT#
04128.000-03161
MOIDEL:
4EI313
1828-CALI"
GARAGE OWING
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
t5O MPH EXP. B
11 1
ARcHrrEcT.
STATE OF FLOFUDA
171
r-paw 11/09/17
39CAXJM 1/4"=V-0"
81-KEET
WAI
L
5ACKER ROD
BACKER ROD
INSTALL 6' SELF -ADHERING
MEMBRANE FLASHING OVER
TOP, SIDE(S) AND BOTTOM
FLANGES Or NON -MOVABLE
FRAME OF T14E EXHAUST.
r
"QUEN,
_E 0, E�.,ING TO BE,
1, BOTTOM. 2. 51DE5,3. TOP
VENT CAP 15 TO 5E SET IN 15ED
OF SEALANT AT TOP AND
SIDES ONLY. SEALANT 15 TO BE
TOOLED $0 AS TO DEFLECT
WATER AWAY FROM JOINTS.
E-Z BEAD ALL AROUND
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
APPLY SEALANT AT PERIMETER OF
NON-MOVA5LE FRAME AND STUCCO
ON ALL SIDE5,X1' CAULKING - JOINT
ALL AROUND
PER FBG R703.8.1
Exlerlor lallhing and pkwWna
Exterior use of portland cement plaster
shall comply with the application
requirements of ASTM C 926-12A.
Installation of exterior lathing and framing
shall comply with ASTM C 1063-12A.
WR5 L ol,
AYER
STUCCO WRAP
X
HOODED VENT
THICK, 3 COAT CEMENT
PLA5TER
METAL LATH
WR5 LAYER -2. FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
DRYER
VENT (FRAME)
WOOD SHEATHING
WIRE, LAYER M,
STUCCO WRAP
WR5 LAYER -2, FORTIrIBrR
BUILDING PAPER
WOOD —
CONSTUCTION
—METAL LATH
a, Cr11U
VINYL CASING BEAD
W RAISED BAND
V TONMID-WALL
WEEP 5CRErj
WWIDE STRIP SELF
ADWE$IVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
Z FLA$141143
STORE VENEER
OVER SCRATCH COAT
HORIZONTAL WEEP SCREED
W/STONE VENEER
(FRAME TO BLOCK)
LEGEND
DRAINAGE PLANE (WFR5
LAYER 01, STUCCO WRAP)
WFRIB LAYER #2 (FORTIF-15ER ----- -
51JILDING PAPER)
METAL LATP X—X—X—x
5TUCCO
SELF-AD�IE51vE FL,45i.41NG
NOTE:
METAL LATH: LATH TO BE FEF� FEK;
R-103.6] / 45TM G-a4-1-09, MIN. 2.5 LSS.
PER 5a. Y,41R[;) (UTILITY OR NOMINAL
LATI-4 DOES NOT MEET 5PECIFIGATION5)
STUCCO
FINISH
6' 5ELF ADHE51VE
OVER TOP 4 SIDES
SELF
FLASHING
UNIT
FREMANUP. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT a
TOP 4 SIDES
(�� DRYER VENT (BLOCK)
BUILDI�G F.-AF-ER
OVER QUI K
FLASH'
PIPE THROUGH
WALL _N\
6' SELF ADHESIVE -
FLASHING (INSTALL
PEI;Z MANUR 5PEC5d
BUILDING PAPER —
UNDER 'QUICK FLASH'
(-4�VENT PENETRATION
SCALE: N.T.5.
ELEC.METEf
VERIFY LO
STUCCO SCRATCH COAT
4 1 COAT OF FAINT W/BAC<-
ROLL PRIOR TO
ELEC. METER INSTALLATION
'�ELEC. METER FIELD
VERIFY LOCATION
CONSTRUCTION
WOOD SHEATHING
WR5 LAYER 01,
STUCCO WRAP
WR5 LAYER 02, FORTIF15ER
BUILDING PAPER
9' THICK, 3 COAT CEMENT
PLASTER
3/a' TO '/a' MID -WALL
WEEP 5CREED
g�,' SELF-ADPE51VE
FLASHING
WOOD FRAMED
WALL
HORIZONTAL WEEP SCREED
(FRAME TO FRAMEJ
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF FAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
��FEY�N -!:OLY5LEND FOAM
_ , �I�L
R SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC_ WIRE PENETRATES
:�O 5CRATCHI
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
AfIfIROVED HOUSELURAF
FOR BOX INSTALLATION
WR5 LAYER -1,
STUCCO WR,4F-
WOOD SHEATHING
,APPROVED
POU5EWRAF-
BELOW
CUT SUCH TPA
No MEM5RANt
ENTER5 5OX,
AF>F-LY TO rA,
EDGE
AF-f-LY E-Z
OYER &0 M
GRADE ID,
PELT-PROVI
SEALANT AT
JOINTS AND
INTER5ECTIC
WOOD SHEATHING
/--WR5 LAYER 'I,
S STUC -0 WRAP
Cr
RB LAYER -2. FORTIFIBER
BUILDING PAPER
METAL LATH
WOOD -1/5'TEXTURED
CON5TFa_j.CT1O_NFINISW - WOOD
FASTEN TO WOOD STRUCTURAL
MEM15ER - 1' Or-, MAX
CM ---------
Y., TON MID -WALL
I
z
W WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
v FINISH - MASONRY
HORIZONTAL WEEP SCREED
(FRAME TO BLOCK)
LUIRS LAYER *1
STUCCO UJR.41�
CUT 'X' INTO
SELF-ADPEIRINC.
MEMBRANE FLASHING
AF-F`LY 5ELF-ADPERING
MEMBRANE FLASPING
OVER BOX AND OVER
APPROVED WF;e LATER
.1
STEF #1
STEF *2
&TEf= #3
WR5 LAYER *1,
STUCCO LURAP
AF-F'LY MIN
-5ELF-AC)PERING
rE
GRAD - L�
MEMBRANE FLASHING
OVER
5ELF-ADHERING
FLASHING OVER
APROVED
POU5EWf;ZAF,
W1 R5 LAYER -2, FORTIFIBER
5UILDINC. PAPER
5TEf= #4
ELASTOMERIC
COATING OVER
STUCCO/ C.V. FINISH
(SEE TYF-ICAL WALL
SECTION)
METAL LATH
5TEF "5 5TEF' '*(o-
(:�) ELECTRICAL RECEPTACLE
_74
A R C N I T I C T 8
6
GME)eVs0p
roupl...
Al N. RONALD RFAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdestgngroup.mm
AA #: 0003325 _,
rq
0
7
rGuiOrv. a. 7.3 .4
SILVERADO
LOT 31
BLK 6
PROJIDCT#
04128.000-03161
MOIDEU
4EBB
1828-CALI"
GAP.AGE 81rMG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHIFECT:
STATE OF FLORIDA
'-p2W 11/09/17
BCAXJM- 1/4"=V-0"
811z=
WA2
EXT- WOOD F
WOOD SHEATHING
'UAL L
WALL
WIRE, LAYER -1
.Z—
STUcco wl�ZAI�
D CK'N G
5UB-FLOOR DECKING—,
'R
WOOD
WR5 LAYER -2, FORTFIBER
C�CNSTFRUCTIOIN
BUILDING PAPER
T
PRE-ENG'D TRUSS
D
HAT CIWAIINEL
TH ICr, 3 COAT CEMENT
WEATHER RESIST 1 IVE
6 6 T VE
W/!Y. TYPE -X- DRYWALL
RILIJ�ALLA
f 'LASTER
A
BARRIER 'I
RR r
I �R
1. SAP. - TOP Or WEEP 5CREED
Z.
WEATHER RESISTIVE
6 'TIVE
TO SHEATHING BEHIND WEEP 5CREED
R _
BARRIER -2
E
4' POSITIVE DRAJN
�, �AF
THICK, 3 COAT CENEN
AT EIMEN' v4RiEe
WOOD 5HEATI-ING—.
WEEP SCREED
PLASTER
METAL LATH
WR5 LAYER -Mll
STUCCO WRAP
WOOD S"EATH ING
THICK, 3 COAT CEMENT
PLASTER
6' 5ELF-AD"EREINIG
Amr1cl-LIFILIC-180 CUSTOM CASI FLASHING WRAPPED
><
TOP OF WEEP $,-REED
TO SHEATHING BELOW
WRIB 01,
LAYER
4' POSITIVE DRAIN
STUCCO WRAP
5cgrro
WRE, LAYER -2, FORTIF15ER
NO
NO GAI IIN FELD
-----------------
BUILDING PAPER
(SWOUN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
W 5ELF-A WEREING
WRIB LAYER -1,
FLASHING DRA �FED
"CANTILEVER
STUCCO WRAP
CORIIER OF
4' POSITIVE DRAIN
AMICO AM&r.-WFWG-18O
Y2 WEEP 5CREED
CUSTOM CASING BEAD
(40.
FIN FIELD
0,, LARIFICATION OF
SEPARATE ACCESSORIES ONLY)
CASING BEAD
DTLAD CANT.
SCALE: 11/2'zl'-O'
NOTE:
METAL LAT�4: LAT�4 TO 5E PER F15C
fR103.0.1 /ASTM G-04-1-0'3, MIN� 2.5 L55.
FER 5Q. 'TARE) (UTILIT"r OF, NOMINAL
LAT�4 IDOES NOT MEET Sf-EC Ir IC;,4T IONS)
RE51LIENT
.T CHANNEL
ViTt CASING BEAD
5/8' TYPE *X' DRYWALL
WITEXTURED 4 FAINTED
FIN15H
THICK, 3 COAT CEMENT
PLASTER
VINYL CORNER BEAD
7
VINYL CASING BEAD z
DRIP EDGE
INSTALLATION
W/TEXTURED 4 FAINTED
FIN15W
J' THICK, 3 COAT CEMENT
PLASTER
VINYL CASING BEAD
WOOD CONSTRUCTION
RESISTIVE
RESISTIVE
-2
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
(2) 2xI2 HEADER
4' POSITIVE DRAIN
WEEP 5CREED
(SHOWN FOR CLARIFICATION Or
SEPARATE ACCES50RIES ONLY)
WOOD CONSTRUCITON
WEATHER RE51STIVE
BARRIER -1
WEATHER RESISTIVE
BARRIER -2
a' TWICK� 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
HEADER/51EAM
VINYL C-0f;a-. 4'
POSITIVE DRAIN
WEEP 5CREEID
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY�
@DRIP EDGE INSTALLATION
EXTERIOR GRADE
DRY WALL
THICK, 3 COAT r-EME
FLASTIER
VINYL CC
ANTILEVER DRIP
EDGE
LEGEND
E)RAINAGE PLANE (WRE3
LAYER #I, STUCC0 WRAF)
WR5 LAYER #2 (FORTIFIBER
E31JILE)ING FAFER)
r-1ETAL LAT�4 X-X-X-x
5TUC:CO L
SELF -4F-)�4E&I VE FL,45�41NG - - - - -
FIN15W LAYER (2 LAYER
FEEL 4 STICK)
6' FEEL 4
STICK - DRIF
GE To
ED
DECK
R SIMULATED
I VX1 3/4' F.T. 0
WOOD (TREX) FILLEIR,
CONTINUOUS
WATER PROOFING let
LATER (2 LAYER FE
STICK) WRAPPED FIR L
--------
BALCONY PECK TO
CANTILEVER
&' FEEL 4 STICK
DRIP EDGE TO DECK—\ I
I Y,'Xi Y4- P-t OR SIMULAT
WOOD (TREX) FILLER
CONTINUOUS
Y4' GAP FOR EA ER
ROD 4 SEALANT
Ff�
FINISH LAYER (2 LAYER
FEEL 4 STICK)
3/4 RESILIENT -------
HAT CHANNEL
5/5' TYPE 'X'
DRYWALL
W(TEXTURED FAINTED
FINISH—
THJCK� 3 COAT CEMENT
PLASTER —
3' X 3' 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL BED Or
SEA
LANT, Y�' MIN.
SPACE FROM DRIF
FACE TO TREX
)4' GAP FOR BACKER
ROD 4 SEALANT
VINYL CASING BEAD
WEATHER RE515TIVE
BARRIER -I
WEATHER RE515TIVE
BARRIER -2
DECK MEMBRANE,
EXTEND OVER DRIP
EDGE
3' X 3' 26 GA, GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEAL4NT,Y2* MIN -
SPACE FROM DRIP
PACE TO TRrX
VINYL CASING BEAD
WATER PROOFING I.t
LAYER (2 LAYER PEEL 4
STICK) WRAPPED FROM
BALCONY DECK TO
CANTILEVER
J' THICK, 3 COAT CEMENT
WOOD SHEATHING
PLASTER
METAL LATH
WEATHER RESISTIVE
BARRIER -1
WEATHER RESISTIVE
BARRIER -2
4' P051TIVE DRAIN
WEEP SCREEP
VINYL CASING BEAD --" NO GAP IN FIELD
(SPOLLN FOR CLARIFICATION Or
SEPARATE ACCE55ORIE5 ONLY)
BALCONY DRIP
EDGE INSTALLATION
2x FRAMING MEMBER
T�41C<, 3 COAT CEMENT
PLASTER
CORNER BEAD
FASTENED TO 5�4EAT�41NG
7 O.G. MAX
WR5 LAYER 01,
STUCCO WRAP
WOOD 5PEAT�41NG
METAL LAT�4
WIR5 LAYER w2, FORTIFBER
BUILDING PAPER
(14 A CORNER BEAD (�P FRAME
2 1/2
CORNER BEAD
(FASTENER 4 SPACING I' O.C.)
Cmu
TPICK, 3 COAT CEMENT
PLASTER AFFLIED
DIRECTLY TO MASONRY
COLUMN SHEATHING
T _WEATHER RESISTIVE
z BARRIER 'I
WEATHER RESISTIVE
BARRIER -2
6' 5�AP.
FEEL I 5�ICK
I X,'.3' 'L* FLASHING
FULLY EMBEDDED
IN ROOF CEMENT
IV X 3' 2r. GA. GALV.
=-4-
METAL DRIP EDGE
Y4 'GAP FO % R BACKER
SET IN FULL 15ED Or
ROD 4 SEALANT
SEALANT, Y,' MIN.
SPACE FROM DRIP
FACE TO TREX
VINYL CASING BEAD
WATER PROOFING I.t--/
LAYER (2 LAYER PFF1
4 STICK)
WOOD SHEATHING
WR5 LAYER -1,
STUCCO WRAP
WR5 LAYER -2, FORTIFIBER
BUILDING PAF-ER-------,,
METAL LATH ----------
THICK, 3 COAT CEMENT
PLASTER
FLASHING
DRIP CAP
WINDOW FLANGE
I r2'Xl r2' P.T. OR 51MUL�
WOOD (TREX) FILLER
CONTINUOUS
GAP FOR SEALANT
OFT. BACKER ROD.
MODIFIED w
3/4 RESILIENT
HAT CHANNEL
VINYL CASING 15EAD--N
5/8' TYFE *X' DRYWALL
WfTEXTUREO 4 PAINTED
FINISH
THlCr, 3 COAT CEMENT
PLASTER
WEATHER RESISTIVE
BARRIER -1
WEATHER RESISTIVE
BARRIER -2
EXTERIOR COLUMN
COLUMN SHEATHING
&*SAP
�l X2'x3' V FLASHING
'FULLY EMBEDDED IN
ROOF CEMENT
X 3.261 G
1 Y2 A. GALV.
METAL DRIP EDGE
SET IN FULL BED Or
SFALANT,)�' MIN.
SPACE FROM DRIP
'FACE TO TREX
VINYL CASING BEAD
WATER PROOFING I�t
STICK) WRAPPED FROM
LAYER (2 LAYER PEEL 4
BALCONY DECK TO
I-LASTER
CANTILEVER
TH ICK, 3 COA r CEMENT
METAL LATH
WOOD SHEATHING
4' POSITIVE RAJN
WEEP 5-rRErD
VINYL COI;NrR 5EAD-,/ (5WOLLN FOR CLARIFICATION OF:
VINYL CASING BEAD r -6 ONLY
= r
SEPARAT A _CESSORII=
BALCONY DRIP
EDGE INSTALLATION R COLUMN
W T VT A Q T-TTNTr,
WFO LAYE
5TUCC W
WRB LAYE
BUILDING
METAL LA
J- THICK, 3
I-LASTER
6'51ELF-4
FLASPINC-
DRIP C�
WINDOW
WOOD SHEATHING
fl,
WRB LAYER
STUCCO WRAP
WR5 LAYER #2, FORTIF15ER
51JILDING PAPER
METAL LATP
(EXPLODED J' THCK, 3 COAT CEMENT
'VIEW FOR PLASTER
CLARITY)
CASING BEAD (9) WINDOW
(FRAME, NO BAND)
A R C N I T I C T $'I
Dm'!gn
roup, Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAY, 407-774-4078
GWOn
.n.
www.aibdesIgngroup.wm
AA 0003325
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—
sunDrv. ac I�OT.
SILVERADO
LO T 31
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04128.000-03161
MODEL:
4EBB
1828-CALI"
GAI%AGZ SWING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHrrMECT.
STATE OF FLORIDA
A CPA
_j
AR NO 93723
r-p
Dw 11/09,
SCALE: 1/4"=f-O"
5*1EW
WA3
WOOE) SHEATHINr,
WRB LAYER -1,
5TUCCO WRAP
WR5 LAYER -2, FORTIFIBER
BUILDING PAPER —
METAL LATH -------- \,�
9' THICK, 3 COAT CEMENT
PLASTER —
&"5ELF-ADHERING—
FLASHING
VINYL ANGLED
CASING BEAD
DRIP CAP —
WINDOW FLANGE
WOOD 5PEATPING
WR5 LAYER 01,
STUCCO WRAP
WR5 LAYER 02, FORTIFIBER
-j PAPER
5ULDINC
METAL LATH
THICX, 3 COAT CEMENT
--�EXPLODED g
VIEW FOR PLASTER
CLARITY)
YER -1,
WRAP 4
ANGLED
BEAD
YER 12, FORTIF15ER
PAPER
.'ATP
3 COAT CEMENT
R
-ADHERING
j
DRIP GAP - ---------
WINDOW FLANGE
CASING BEAD (��) WINDOW
WOOD SHEATHING
METAL LATH
WR5 LAYER *1,
STUCCO WRAP
WR5 LAYER 02, FOIRTIFi5ER
5UILDiNG PAPER—
TPICX, 3 COAT CEMENT —
PLASTER
VINYL ANGLED
CASING 5EAD
VINYL CASING 5EAD
UJR5 L A
STUCCO
VINYL
WRE, LA
5ULPING
METAL
9' THICK.
PLASTE
C,'5ELF
FLASH 11
Y,' GAP TYP
GAVWS f5rAD
TO TRIM
Ix TRIM MEMBER
a STUCCO TO
51DING TRANSITION
W001) 5�4EAT�41NG
WR5 LATER -1,
STUCCO WRAP
9' THICK, 3 COAT CEMENT
PLASTER
METAL LAT"
UJR5 LAYER -2, FORTIP15ER
BUILDIWS PAPER
WOOD SHEATIAINC.
UJR5 LAYER 9,
STUCCO WRAP
CASING BEAD
ro' SELF-ADPEREING
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
CASING BEAD
(CROSS SECTION)
WOOD CON5TRXTI0N
BEYOND
WOOD SHEATHING.
WEATHI R RESISTIVE
BARRIER q
WEATHER RESISTIVE
BARRIER 12
!�' X I V LAP
WREVEAL
F-A5Hw.
STARTER STRIP -
6'15ELF-ADWERIW�
FLA5141W.
WEATW R RESISTIVE
BARRIER -1
L.ATH R FIIFII�TIVE
BARRIER -2
W5ELF-All"ERIN63
ILA5.1,10
GALVD METAL
1z, FLASHING,
DO NOT CAULK OR
I Y' X W SIMULATED -
WOOD TRIM MEMBER
STUCCO CASINQG
"RIM MEMBER
Y�X 6' 51MULATED
SEAL GAP W/CAULKIW.
OR APPROVED SEALANT
CEA
J;>
.PAD
SIDING TO STUCCO
(9� BLOCK TO FRAME
NOTE:
METAL LATH: LATH TO 5E PER F5C
R-103.6.1 / ASTM C-54-1-013, MIN� 2.5 L55.
PER 5Q. YARD (UTILITY OIR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
LUIR5 LAIT-EfR *11,
BEYOND
5TUCCO UJfR,4f=
WOOD SHEATHING.
WEATHER RESISTIVE
BARRIER M
WEATHER RESISTIVE
BARRIER -2
WR5 LA-T-ER #2, FORTIF:15EF
REVEAL
X-
5UILE)ING FAFER
W SELF
FLASHING.
�IETAL L,4TL1
STARTER STRIP-----il,
00 NOT CAULK OR
SEA[ OPENINQ,
T�41G<, 3 GOAT C;Et-lENT
(EXPLODE
a
VIEW FOR
f=LASTEIR
aALvv mrTAL-
W FLASHIW3
CLARITY)
I Y. X &'SIMULATED ----
WOOD TRIM MEMBER
CASING BEAD C-P RAISED
17A BAND (FRAME)
SCALE: 1 1/2'=l'-O'
(WY*' FLEXIBLE P`Vr
BACKER ROD)
6'5ELF-A WERIWS
FLASHING. -
WEATWE
BARRIER
WEATWE
Ir
BA =R
L IL
0
-----------------------------------------------------------------------------------------------------------
THICK, 3 COAT CEMENT
SEALANT PLASTER
METAL LATH
WINDOW FRAME WR5 LAYER *2, FORTIF15ER
j BUILDING PAPIER
E-Z BEAD VINYL CA51NG
(W/-Yb' FLEX15LE PVC, BACKER ROD)
6' SELF-ADWER[W.
FLA5441W,
WEATHER RESISTIVE
BARRIER M TO LAP
WMN. ABOVE TOP
OF WFLA544ING,
�-WEATIER -51STIVE
DARRI R M
WEATI4 R RESISTIVE
BARRIER -2
GALV'D METAL
WFLA5HIW.
DO NOT CAULK OR
WEATHER RESISTIVE
BARRIER 9 TO LAP
&'MrN ABOVE TOP
or -Z' FLASWIWS
X 5ML"TED
64'M
R
Anl
'STV
t -L
A -I
OAL -AP
R `
k ��ER 7RE�
WEA
RR
'r
BA =
SIDING TO STUCCO
(6� FRAME TO FRAME
@ TRANSITION
415LE PVC
ZOO)
RESISTIVE
2
WIR5 LATER 11, STUCCO WRAP,
WRAPPED AROUND FRAMING
MEMBER
6' SELF ADHESIVE FLASHING
WOOD SHEATHING
DETAIL BELOW EXPLODED
FOR CLARITY
--------------- i -----------------------------------------------
-------------------------------------------------------------------------------------------------
Y4' GAP TYP
a THICK, 3 COAT CEMENT
CA51NG BEAD
PLASTER
SEALANT TO WINDOW
IN
METAL LATH
WIRB LAYER #2, FORTIF15ER
BUILDING PAPER
WINDOW FFZ4ME
WOOD SHEATHING
!R5 LAYER 01,
STUCCO WRAP
6" WIDE PEEL 4 STICK
OVER FLANGE
WINDOW FLANGE
E-Z BEAD VINYL CASING
2X FRAMING (WI31a' FLEXIBLE PVC BACKER ROD)
MEMBER VA -APPLY FULL BED OF SEALANT BETWEEN
BUILDING FLANGE S BUILDING WRAP
WRAP
--------------------------------------------------------------------------------------------------
LEGEND
DRAINAGE PLANE (WR5
LAYER #I, STUCCO WRAP)
WR5 LAYER 02 (FORTIF15ER
BUILDING PAPER)
METAL LATH X—X—X—X
STUCCO I - ' ' - " I
5ELF-ADHESIVE FLASHING
774
IN I T F C T 8
WCFlesolgn
Group..._
1"I N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abde-igngroup.mm
P# AA *: OD03325
rstmDrv. ac =711N
SILVERADO
LO T 31
BLK 6
FROJ=T#
04128.000-03161
XODZU
4EI313
1828-CALI"
GARAGE SIFMG:
LEFT
]PAGIC:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHMECT,
STATE OF R-ORIDA
"PRINT 11/09/17 '1
DATr.
OCAUM 1/4"�l'—O"
S*ECZT
WA4
N I T E C T $A
CUT HOU$EUIRAP
AT 45' ANGLE
MODIFIED 'I' CUT
IN HOU5EWRAP
LINE OF UJINDOUJ-
OPENING
APPROVED WOUSEUIRAP
OVER SHEATHING OVER
LUD STUD WALL
STEP I
INSTALL
SELr-Ar
rLA5141M
NAILING
.AMBs
EXTEND
1. BELOU
FLEX15L
DO NOT
FIN
TEMPORARILY
FOLD -UP 4 SEC
POUSEUJRAP (01
TUCK 'LAP UND
F
atWEAD
FOLD WOlJSELUF
IN AT JAM55 4
SLOPE SILL R
NSTALL W
5ELF-ADHERING
=LASHING OVER
VINYL HEAD
=LASHING (WITH END
:)4:15) NAILING
= Atr
L 'E
=XTEND
,ELF -ADHERING
=LASWIWS I' MIN
5EYOND JAMB
=LASHING
NSTALL VINYL DRIP
::AP
STEP 7
MIN
ALIGN FLASHING
LU/ INT. EDGE Or
SILL Ra
MECHANICALLY
FASTEN FAI44E
EDGES. (CAP
NAILS, STAPLEW
INSTALL DUPONT
FLEXURAP AS TH
FLA5PIW3 AT THE
FOLD
DOUN
DIAGC
ACRO
WINDC
�PPLY %'
;ONTINUOU!
)F 5EAL4N
AMBS ANr
�PPLY TO
JINDOUJ NA
LANGE IN
'RE-PUNC�
IDLES OR
JIDE ADHESIVE -
EXIDLE FLASHING
,vER DRIP CAP
'ECTO-U)RAP
EQUIV)
WINDOW FLASHING
INSTALLATION DETAILS
(FULL WRAP)
5G,4LE: NT5
STEP 9
INSTALL
PLUMB, L
AND SOL
MANUFAC
LL�TTEN
INS Cl
F.'
Mg
FLA5'4[W,
OVER JOINT
NOTIZ:
1. IT 15 THE CON7ACTORS RESPONSIBILTY TO VERIFY
THE COMPATIBILITY OF ALL PRODUCTS INCLUDING
POUr,EU)FZAP, SEALANTS 4 SELF-ADPERIW,
FLASHING MATERIALS USED DURING CONSTRUCTION.
2. INSTALL ALL MATERIALS PER MANUFACTURERS
WRITTEN SPECIFICATIONS
ALANT5 MAY REACT ADVERSELY IF NOT
'n
B'
LE
NOTE:
CLEAN AND SEAL JAMB TO SILL JOINTS WITH
DOW 111315 FOLLOWING COMPLETION OF
EXTERIOR RETROFIT UJORK
NOTE:
REPAIR SCHEME SHOWN SHALL 5E
IMFILEMENTED AT ALL WINDOWS WITH
EVIDENCE OF WATER INTRUSION BELOW THE
WINDOW OFENING
:RIMETER OF WINDOW WITH
I rlm*el -.I_ I
L FAY-'4(17-774-4078
�.abdeslgngroup._m
AA #' 0003325
"SXMDrv. & M-74
SILVERADO
LOT 31
BLK 6
Pp.ojEcT#
04128.000-03161
MOIDEZA
4EBB
1828-CALI"
GABAGE 811117ING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
150 MPH EXP. B
r ARCHrMC7r-.
STA-M OF R-OFWA
N"AO 17
"POW 11/09/17
SCALr. 1/4"=V-0"
811=T
WA5
------- - -- - ----- - -----------
2xro 5U5-5ANb
W/I"x4' NOTCH v
END, WRAPPED IN
PEEL 4 STICK
IDRIP EDGE
- ----------- -
1/5' TEXTURED
FIN15H s WOOD
r
1/2" TEXTURED
FIN15H a CMU
:
METAL FA 5CIA
WRAPva" FROM
STUCCO, 11 FROM
WOOD WALL
EXTERIOR WALL
(FRAME OR CMU)
f
NOTE: NOTCH FOR 2Xro
SUB BAND ONL'I'
7-
(A_�ELEVATION
'c"
r--"FL,4N A
METAL FASCIA WRAP
2X6 5U5 5AND—/ �lt
`�'FLAN E3
/-t\--ROOF <C< OUT REMOVED
\ FOR CLARITY
.—A-Roor DEC-< (5ETOND)
DRIfl EDGE, I' OFF WALL
"�\NOT INTO STUCCO)
11/5' TEXTURED FINISH -m
I
IWOOD, 1/2' TEXTURED
FINISH m cmu
',,-12xro SUB-15AND Wli'x4' NOTCH a
END, WRAPPED IN FEEL 4 STICK
METAL FASCIA WRAP I' OFF
WOOD WALL, SUB BAND 2'
OFF WOOD WALL
IPRE-ENGV TRUSS TO BE CUT 9
WALL LINE TO AVOID CONTACT
W/TEXTURED FIN15H
2'x4'x4'-O"
SCABBED TO TRU55
W/12d NAILS ro'-V
O.C. MAX�
2x 5U5-5AND WIV2'x4'
NOTCH 6 END
METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
1/6* TEXTURED
FINISH - WOOD,
1/2' TEXI'LIRED
FINISH - CM
METAL LATI4
WOOD SHEATHING
OR cmu
WR5 LATER -1,
STUCCO Wf;ZAf'(rRAME ONLY)
WR5 LAYER '2, FORTIP15ER
BUILDING PAF-ER
(FRAME ONLY)
ROOFING CEMENT
DRII' EDGE
METAL KICK OUT
SUB BAND DETAIL @) WALL
x x x x x x x x x x
x x x . . . x x x x x
x x x x x x x x x x
x x x x x x x x
xx x
SUB BAND DETAIL (9� WALL
W/KIQ K— 0 UT
�ME OR GMU
T PAPER
DRIPEDGE
(REFERENCE POINT
ONLY, FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN.)'4' ABOVE BOTTOM OF
DRIP EDGE
2x 5U5-5AND
WAY2'x4' NOTCH a
ENE), WRAPPED IN
PEEL 4 STICK
-ROOF CEMENT a
ROOF EDGE
OMITTED FOR
CLARITY
FRAME OR CMU
WALL KICK -OUT FLAS�HING
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN� Y4',45OVE E30TTOM OF
DRIP EDGE
2x SU5-BAND
WAV2'x4' NOTCH Q
END, WRAPPEI-D IN
PEEL 4 STICK
-ROOF CEMENT s
ROOF EDGE
OMITTED FOR
CLARITY
mmn
"A R C N IT E C T
6
G WOO
roup...
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6079
FAX: 407-774-4078
"w�'llesl=,-,
14
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14
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SILVERADO
LO T 31
BLK 6
IPROJMT#
04128.000-03161
MODEXI:
4EBB
"1828-CALI"
GARAGE OWING:
LEFT
IPA :
WALL
ASSEMBLY
DETAILS:
SUB —BAND
t50 MPH EXP. B J
ARCHMECT'.
STATE OF FLORIDA
rpRn" -110,
DATM 11/09/17
8CAXZ: 1/4"=l'—O"
8 ET
WA6
9bb
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