HomeMy WebLinkAbout6565 Wagon Trail StSTATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
D.R. HORTON HOMES
12602 TELECOM DRIVE
TAMPA, FL, 33637
TEL: (813) 740-9720
FAX: (813) 740-9715
STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
AR NO. 93723
A.B. DESIGN GROUP, INC.
1441 NORTH RONALD REAGAN BLVD
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
I PLAN REVIEW I
I I
'll"' N-.491'1311
99 1828-CAL199
12602 TELECOM DRIVE, TAMPA, FL 33637
Tel: (813) 740-9720 Fax: (813) 740-9715
DESIGN CRITERIA:
- FLORIDA BUILDING CODE, RESIDENTIAL,
5TH EDITION (2014)
-ALL LOCAL AND STATE CODES
OCCUPANCY
- RESIDENTIAL, GROUP R3
CONSTRUCTION TYPE
- VB
*MIN. INTERIOR FINISH
- CIASS B
-BASIC WIND SPEED
- Vult=150 MPH
Vasd=116 MPH
- B
:EXPOSURE
1-STORY RESIDENCE
-
-2-STORY RESIDENCE
- Mg. HEIGHT AS PER LOCAL
AND STATE CODES
. FT. CALC
LIVING. 1528 So. FT.
GARAGE 430 50.FT ,
ENTRY 16 Sa FT.
LA" SS 90. FT.
TOT& 2362 SQ. FT
ABBREVIATIONS
am
LAY.
LAVATORY
A/C
AM CONDITIONING
LUM.
LUMINOUS
Aw.
Awusrmz
N.C.
MEDICINE CABINET
ALT.
ALTERNATE
Mm
MANUFACTURER
AMP
AMPERAGE
Ia.
MINIMUM
BD.
BOARD
un.
MOUNTED
CL
CENTER LINE
m
METAL
W.
CABINET
N1 S.
NOT TO SCALE
CLr.
CELING
ox�
ON CENTER
CUL
CLEAR
PL
PROPERTY LINE
CONC
CONCRETE
P.B*
PUSH BUTTON
CPT.
CARPET
PH.
PHONE
C.T.
CERAMIC TUR
PIT.
PLATE
D.
DRYER
nYWD'
PLYWOOD
DBL
DOUBLE
PR.
PAIR
D.G_
DUAL GLAZED
P.T.
PRESSURE TREATED
INA.
DUMETER
R.
RISER
DIV.
DIVERSION
BAD
RADIUS
DISP
DISPOSAI,
RA.G
REM AM GRILL
DP.
DEEP
REF.
REFRIGERATOR
DR.
DOOR
SM.
ROOM
U.S.
DOWNSPOUT
FLO.
ROUGH OPENING
DTL
DETAIL
SD.
SMOKE DETECTOR
DI
DISHWASHER
Si
SINGLE HUNG
EA.
EACH
SHT.
SHM
ELUX
ELEVATION
SHTHG .
SHRATHING
RQ
EQUAL
SIM
SHOVE
KUL
EXHAUST
Sim
Sn"
W,
KX=OR
SL
SLIDING
F ' G./FX .
I= GLASS
SL GL
SUDING GUM
F.G.
FUEL GAS
STD.
STANDARD
FIN.
IBM
SWS
SHEAR ILAU
FIR
FLOOR
SECTION
FLUOR.
FLIJORETERY
SC
SOLID CORE
I& DR,
FRENCH DOOR
Tw*
TEMPERED GLASS
FTG.
FOOTING
THK.
THICK
GA.
GAUGE
T.0 C
TOP OF CURB
GAR,
GARAGE
T.Oi
TOP OF PLATE
GAR DISP.
GARBAGE DISPOSAL
T.O.S.
TOP OF me
G.F.I.
GROUND -FAULT CIRCUIT
TYP-
TYPICAL
INTERRUPTER
U.N.O.
UNLESS NOTED
GL
GLASS
OTHERWISE
GYP* BD.
GYPSUM BOARD
V.P'
VAPOR PROOF
H.B.
ROSE BIB
W.
WARNER
H.C.
HOLLOW CORE
if/
In
HDR.
HEADER
W&
WOOD
BUY. OR HT
HEIGHT
WDW.
WINDOW
INSUL
INSULATION
W/H
WATER BEATER
INT.
INTERIOR
W.I.
WROUGHT IRON
REV. I DATE
REVISIONS
DESCRIPTION
pREVAILING
ALL WORK $HALL COMPLt "N"TH
CODES FLORIDA 6UILD'No CODE�
NATIONAL ELFECTRIC COE)E'
AND THE _PHyRH'LL8
, CITY OF ZF
ORDINANCES
REVIEW DATE-L-Li �i
CITY OF ZEPHYRHiLLS
PLAN EXAMINER_�4,1_
INDEX OF DRAWINGS
SHEET # DESCRIPTION
PG CI -COVER PAGE
PG GN-GENER&L NOTES
PG 1 -FOUNDATION PLAN
PG IA -DOWEL PLAN
PG IB-IINTEL SCHEDULE
PG IB.I-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 WA1-WALL ASSEMBLY DETAILS
PG WA2-WALL ASSEMBLY DETAILS
PG WA3-WALL ASSEMBLY DETAILS
PG WA4-WALL ASSEMBLY DETAILS
PG WA5-WALL ASSEMBLY DETAILS -WINDOW FLASHING
PG WA6-WALL ASSEMBLY DETAILS -SUB -BAND
0
A R C N I T E C T 3
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i44iN. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAk 407-774-4078
www.abdeslgngroup.00m
AA #: 0003325
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LEFT
PAGM;
COVER
PAGE
150 MPH EXP.
""17
j;A—T3j 11/09/17
DCALM 1/4"=V-O"
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1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR� STH
EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS;
A. FLOORLIVELOADS R30i.6 (PSF)
1. SLEEPING ROOMS 30
11. ATTICS W/ STORAGE 20
Ill. ATTICS W/OUT STORAGE 10
IV. POOLROOMS 75
V. BALCONIES AND DECKS 40
VI. STAIRS 40
VIL ALL OTHER ROOMS 40
8. FLOOR DEAD LOADS R301 A 15 (PSF)
C. ROOF LIVE LOADS R301.6
1. "MINIMUM ROOF LIVE LOADS SHALL COMPLY NTH TABLE R301.6 OF THE FBCR 5TH EDITION (2014)
D. ROOF DEAD LOAD (PSF)
1. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10)
11. CONCRETE TILES 25 (TCDL 15 & BCDL 10)
E. WIND LOAD CRITERIA
1. BASIC WIND SPEED VULT=ISO MPK VASD-116 MPH
11. EXPOSURE CATEGORY B
Ill. WIND DIRECTIONALITY FACTOR (KD) 0.85
IV. INTERNAL PRESSURE COEFFICIENT (GCPQ
ENCLOSED BUILDINGS to.le
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 R30i.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH
EDITION (2014).
3. DO NOT SCALE DRAWINGS. THE C014TRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE
ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C, DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES
SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3f8 INCHES THICK,
OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED N A SELF -CLOSING DEVICE PER R3026.1 OF FBCR (2014).
3. PER FBCR 5TH EDITION (2014) R302,52 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL I - MIN. RIGID
NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. PER FBCR 5TH EDITION (2014) R302.6 &TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
AREA BY NOT LESS THAN % -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THAN/�INCH GYPSUM BOARD OR EQUIVALENT.
WE WORK
I . REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, 04-SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE
CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON
AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED
OTHERWISE.
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5, NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR RAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
9. EXCAVATIONS TO BE A MINIMLN OF 3- V BEYOND NEW FOOTING LINE.
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WfrHiN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION
OF THE FINISHED FLOOR SLAB NTH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING
JURISDICTION, INCLUDING ALL APPUCABLE 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.
CONCREM
I . ALL CONCRETE WORK SHALL COMPLY NTH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, Acl 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 V.
4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BAGKFILUNG AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6, ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED %".
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-014-GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
MASONRY
1 . MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH
PROVISIONS OF TMS 402 / ACI 530 / ASCE 5.
2. CONCRETE MASONRY UNITS SHALL BE GRADE"W TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 lb, STANDARD
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Fm = 1600
PSI.
1 OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK,
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-08Z STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
VARY BUT IT SHALL NOT BE LESS THAN % INCH AND NOT MORE THAN % INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1
FOR MORTAR JOINT THICKNESS TOLERANCES.
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2. OF THE FBCR 5TH EDITION (2014).
7. FILL CMU CELLS SOLID NTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING
8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE
HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16'ON CENTER (MAX).
REINFORCING STEEL
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS,
ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
3. WELDED WIRE FABRIC SHALL BE 6' X 6"- WIA X WIA AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP
SIDES AND ENDS A MINIMUM OF 1 T. LOCATE WWF 2* FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
THROUGHOUT THE HEIGHT OF THE WALL, NTH LAP SPLICES OF AT LEAST 25'.
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25* WHEREVER POSSIBLE.
6, CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH -3
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
1. #5, W31 OR D31 AND SMALLER 2'
C. CONCRETE NOT EXPOSED TO WEATHER ORIN CONTACT NTH GROUND:
1. #11 AND SMALLER
D. BEAMS, COLUMNS:
1. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS IV
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUTTHE
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, SOU'rHERN PINE INSPECTION BUREAU:
1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I.NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (rPI-1-07)
1. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO.
Fb = 1, 1 DO PSI Fv = 175 PSI E = 1,400,ODO PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 2SQUARE STANDARD CUT WASHERS UNDER HEADS ANDIOR NUTS WHERE IN CONTACT WITH WOOD.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16"OSB EXPOSURE-1 OR I/? 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 5/8' COX PLYWOOD. 5/8' CDX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16"ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING,
10. FLOOR SHEATHING SHALL BE APA RATED %"SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED, ADHESIVES CONFORMING
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16* OSB EXPOSURE-1 OR 112"CDX PLYWOOD SHEATHING.
12, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24"AND THE MINIMUM AREA SHALL BE 8 FT SQ.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
CONSTRUCTION.
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS,
CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN
ACCORDANCE WITH ANSI A58.1-1982.
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
THE ANSVTPI 1-2D07 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240.
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSOIT STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS
NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS NTH THE SIZE AND NUMBER OF BOLTSNAILS AS RECOMMENDED BY THE
MANUFACTURER IN THE LATEST CATALOG.
19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014).
211 Vd--it'LLej
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX 'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM %'PVC (SCHEDULE 40), INSULATED WITH%' AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5 ' ALL CLEANOUTS SHALL BE FLUSH WITH GRADE,
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGE$.
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 57FH EDITION (2014).
9� THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10. DRILLING& NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.20F -BCR STH
EDITION (2014).
EMRIM WALL COVERINGS
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR
COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS
SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
EMRIOR FINISHES
1 . WHEN PLASTERING NTH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Y8' 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, 117 THICK,
WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE NTH ASTM-C926-1 la &
ASTM-CIO63-12a.
3. LATH & ACCESORIES PER ASTM-C-1063-1 1A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT
LIMITED TO:
- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS
- 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS
PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS
WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS
CASING BEAD DETAILS DRIP EDGE DETAILS
CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS
WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASHING DETAILS
4, SHALL BE INSTALLED PER ASTM_C1063 -I 1A AND R703.6,1 OF THE FBCR, 5TH EDITION (2014)
2-STORY GYPSUM BOARD
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL RAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. FBCR R302.7,
CONTROL DATE: O2/nl7
A It C H I T E C T 8-1
6
N iFn
G r ZouspO. 2.
4iN - RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:- 407-7744078
www.abdesigngroup.com
AA OP. 0003325
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GA3111AGM NWIN0.
LEFT
PA03M
GENERAL
NOTES
% 150 MPH EXP. B J
DATM 11/09/17
BCA=: 1/4"=l'-O"
N*mcw
GN
2aA 2' VTR
1
KITCWEN
SINK W/
2.1 1/2'
I<
AUTO VEI,
1/2'
11/2'
/2' ur_
I
LAI 1 1/22'. 3'
'r
2' SHUR
1/2'
2' WASHER
TUB
2'
PLUMBING
RISER
DIAGRAM
2' 2
TUB
TO
MAIN
2 B'- 3' 111-01 1 ,
TIP
OIL 0'-C' ELEv.
'-,-rIN. CONC. SLA15
4' CONIC, REINF. Ilk Wxib' a
WIAXWIA WN ON 6-MIL POLY-0
ETHYLENE VAPOR RETARDER
L
r:
ON UELL-COMPACTED CLEAN
FILL TERMITE TREATMENT SHALL
BE BORA-CARE--____
14'- 3' 14'
13
IIF�
SWUP_ PAN�
L _J
x
2'
EXI
L 51_4
145
4' CONC
SLAB
PIC *3
CHASE
COND�
SOLLARD AS REQ.
PER BLDG, CODE
EX OF PIC
—CH ABOVE
CON PAD
1/2,
4'
CONC.
SLAM
-0. 2' 31-10,
*3 1/2' T
T
0
Di,
XT I'D
1' 4'
11 51
uj_
1'2
'lLL_%j(:J
oPr.
SINK
REF
L — _j_J
Ro*
3E
- I PVr
— CHASE
FOR ELEC. TO
ISLAND
j
3'-&, " 2
&�.3 r
U
I EXTEND o'l
SLAB 1 1/2'
0'-O'ELEY.
FIN. CONIC. SLAB
al
_j
__ -&' /�-3'-4" I_- \&-,/
'� 2'
4 - 4
FOUNDATION PLAN
NOTES,
VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
FLOOR ELEVATIOW AT IREQUIRED ECORESS DOOR 544ALL
MEET PROVISION Or SECTION R3113.1 OF THE FBCR 5TH
EDITION (2014).
24'X24'XI2' CONC. I
PAD LU/3-W, BARS
ElU. ON CHAIRS
MIN. 3* COVER
-"III
A A C H I T 9 C T 6
6
LUNU WVUL), PL 44 1 W
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngfoup.cofn
L_ AA #-. 0003325 1
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LEFT
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FOUNDATION
PLAN
150 MPH EXP. B
ARC+*TECT-
STAIE OF FAJXVD�A
0 1
SECURE STRAP TO
UNIT LI)/ (2) -8.11/4
A,C SW MTL S-1-REU)b
IT SIMF'SON WB ROLL
STRAP OR EQUAL ROLAND 1A.
AR NO 9371
L" Q SECURE STRAP To
CONC. CONIC, LLV (2)_B/lWX2' -11
LAS TAP -CONS DAM 11/09/17
OCAIM 1/4"=l'-o"
A/C CONNECTION g
TO PAD DETAIL
NOTE: MAN OND. DRAIN 3/4' DIA.
C�
OVER 44EAD 0 12' FROM STRJCTURE
R C
DOWEL PLAN
6
Design
Grou E,..
L441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407.7744S078
FAX 407-774-4078
www.abdesigngroup.com
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"1826—CALI"
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DOWEL
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DATM 11/09/17
9CALM 1/4"=1'-0"
emn"
1A
a
OWNER'S
SUIT
&'-S' CLG.
(Do.
BAT
(D 8'-5'CLG.
BEIRM. #4/
DEN
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- 041--
0
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— --------------------
8
LINTEL SCHEDULE
NOTE:
THE LINTEL$ MAY BE SUBSTITUTEC> WITH LINTELS FROM ANOTHER
MANUrACTURSR AS LONG AS THE LINTELS ARE OF EQUIVALENT OR
CiREATER CAPACITY THAN THE VALUES STATEO
--------------------
KITCHE
PAN.
a, -a, CLG
BDRM.#
8'-S'CLr..
I I
it k��j u
BATH
L-2
IC^ZT-4411111111111W LINTEL SCHEDULE
LINTEL
No.
LENGTIA
TYPE
1
COMMENTS
-
L 1
M-4-
8F26-IB/IT
L2
4'-11'
am&-CB/rr
L3
I.-,.
SFI&-SAT
L4
)1'-4'
SFIb-IBAT
LS
W-4'
SPIO-11SAT
L 6
1..,.
OF24-115AT
L 1
W�l-
SPS-SAT
ABV. DOOR ASSEMBLY, BOTTOM OF LINTEL a'-O'AJ-r-.
L 8
(NOT USED)
L -b
5'-S'
SR%-0BAT
ELEV. 'C', LINTEL SET 8' BACK FROM FRONT Or HOUSE
P'A R C H I T E C T 9'4
6
Design
GrZou;ov!
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-eO78
FAX: 407-774-4078
wwwabdesigngroup.com
AA # 0003325
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SILVERADO
LOT 27
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04128.000-02761
MoDzu
4EBB
1828-CALI"
GARAGM OWWO:
LEFT
PAO]&
LINTEL
SCHEDULE
150 MPH EXP. B
ARCHMECT.-
ffrATE OF
V 2 1
ROLAND A. ABOUCMCRA
AIR NO 93723
F-PRINT 11/09/17 '1
DATA
SCAL1& 1/4"=1'-0"
O*Mm"
j I B
&AFE LOAD T,45LE,5
FOR GRAVITY, UPLIFT 4 LATERAL LOADS
8' FREC,46T 4 FRE6TRE65ED U-LINTEL6
GRAVITY
TYPE
LENGTH
au I
8_013
OFS-115
SM-15
SF16-113
BF20-IB
SF24-151SF28-115
SR�2-115
2'-10'(34') PRECAST
2302
3166
4413
60391
1526
SW4
0412
11536
3166
44-13
603j
1526
W04
104-12
IIW9,
V-ro' (42') PRECAST
2302
3135
33*11
46815
6001
1315
30
8630
B134-1
3166
4413
9,03S
-1526
W04
0412
10412
IIS36
4'-0'(48') PRECAST
20213
2325
24S&
3461
443a
5410
364
6364
1358
264r.
4413 1
6035
1526 1
W04
0412
10412
_11133ro
4'-(o* (54') PRECAST
lial
IS13
1 2651
3403 1
4149
4
4899,
894
P
5644
2110
4021
60313
lr726
5004
1
10412
041 2
%668
5'-4' (eW) PRECAST
1184
r223
1301
IS09
231-1
2S2f.
3336
333&
3046
1665
26013
!,05-1
6M6
5400
jb424
6424
1450
5'- 10 *C10') PRECAST
S-12
1000
105-B
14-14
10815
2304
2-121
3131
1451B
2464
4144
S458
4431
5200
6122
PRECAST
c331
1255
2101
3263
2146
33$8
31311
4585
125�
2101
33S6
5260
-1134
SS95
68W
050')PRECAST
'161
102e
IS15
2305
115154
24311
2886
3,333
to2s
__*1_5T
2&io
3an
555&
&em
5o4l
V-4' (112') PRECAST
513
- 632
104S
146S
1210
1482
1154
2021
irva
1212
]ale
2544
5
3465
4030
3121
IV-6Y126") PRECAST
456,
482
802
U25
S5
12 2
1122
132a
1535
656
1025
514
2081
1 4
2114
2
3130
249>4
11'-4' (13ro') PRECAST
445
5W
935
13&5
1654
3 5
2355
IIS3
2015
Sw
S35
1365
1854
2441
2 4 4 I
3155
4044
12'-0*044') PRECAST
414
545
864
1254
IrsS
.1 4
2014
0
1510
Isla
555
8664
1254
161153
2
2211
2 1 1
21D32
35W
PRECAST
362
421
12r.
1028
1331
r
1635
r
1224
141S
485
149
101r.
143S
1055
S5 5
2343
21120
W-O'(168') PRECAST
338
391
b4a
SIS
IIW
14f.2
1081
1260
455
IM
1003
1335
1114
2153
2666
PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
--Zr-
P
Pr
165
1310
2045
2 10
1 2610
3185
3165
15'-4'(184') PRESTRESSED
N.R.
NR
NIQ
I NR
NR
NR
NIQ
NR
-
420
6%5
1250
1065
i
23110
28W
3410
Il'-4'(20W) PRESTRESSED
N,R,
NR
NR
NR
NR
NR
NR
NR
- =0
_73-0-
1!60
1400
IWO
2200
1 2600
IS'-W(252") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
-74-o
400
150
IOW
1400
1120
2030
21'-4'(25(o')PRSSTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
183
330
610
S40
1340
1-180
2110
22'- 0'(26 W) PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NfR
NR
- 160
300
510
!10
ILSO
1660
Islo
24'-0t28W) PRESTRESSED,
NR.
NR
ti,
NR
NR
NR
i NIR
NR
14R
240
410
'120
1 10>30
,7_
.
I 1610
I-1ATERIAL5
1. F'c precast lintels . 3500 Pei.
2. F'c prestressed lIntals - 6000 psi.
3� f'c grout - 3000 psi w/ maximum 3/6' aggregate.
4. Concrete masonry unite (CMU) per ASTM CSO wl
minimum net area compressive strength a ISOO psi.
5, Rel:�ar provided in precast lintel per ASTM ArO15 GRfoo.
Field rebar per ASTM 4615 GR40 or GR60.
6. Prestressing strand per ASTM A416 grade
210 low relaxation.
1. 1/32 wire per ASTM A510.
& Mortar per ASTM C210 type M or S.
8' FREC,45T 4 PRE5TRE55ED U-LINTEL5
Uf=L
FT
LATERAL
TYPE
I ENGTIA
16-1
20- TF24-1
"
-11
-
3'-'T
SUS
ape
3PS-21
FI2-2TrFIr2T
20-2
-2
24 21
2a-2
,
OF32-2T
V-10'(34') PRECAST
2121
2alS
4101
5332
&S
&
1.611
W55
2021
2021
2121
2184
aWl
5130
.4
1630
JOF
"1
3'-ro' (42') PRECAST
2165
22ft
32&0
4231
521S
&204
f
11132
1251
125-1
2165
2215
3V.5
4125
SOSI
_, 1
6"1
1 , ,
103r.
4'-0' (4W) PRECAST
1818
IWS
2832
3 6, W
,3
4532
5381
6245
12138
Isla
IS25
2irle
35S3
4422
5264
5
,
rolle
4'-ro' (54') PRECAST
1660
1162
2501
3251
4010
4161
5525
121
'121
1660
110S
2435
3111
31BI3
4658
549* '
5'-4' (64') PRECAST
13-33-
1484
2110
2141
3315
4010
4648
13S3
1431
2050
2610
32S3
3WO
454-h '50B,
1,10"1
PRECAST
1212.
1351
11130
2505
3084
3665
4241
416
.416
1212
1315,
1815
2441
300
35;3- '
4151
ro'-W(IS') PRECAST
1141-
1200
1133
2250
21be
32SO
3812
561
1141
IIa2
*84
2192
2-103
3219,
3-132
I'-W 02IV) PRECAST
S5S-
S12
1415
IS14
2a54
2ISl
3240
5SI
r051
eW
102S
1466
IW1
2351
.
21S-1
245
7-
S'-4' (112') PRECAST
Sol.
9112
we
l2rs
1560
1852
2144
454
(23
WI
155
IIW
15510
1 J10
2211
1
2634
10140102ro') PRECAST
1161
4W
IJ3
1021
12&1
14S&
1131
3ero
116
611
1031
13as
1-111
.2034
2 3 ;7
ll'-4' 036') PRECAST
6661
435
be&
ft9I
1104
130S
ISIS
3(03
&r.6
535
SOS
IM
15es
Ise&
21W
W-O'(144') PRECAST
&Oil
400
631
616
1001
Ilft
1312
340
4S4
631
486
sle,
120$
1514
IlV13
2086
PRECAST
S2>0*
340
S32
686
S41
SS-1
1153
302
31381
513
40S
&W
1004
1361
163-1
,
Iss-I
aS
14'-V(I(W� PRECAST
458-
316
1 4W
635
'118
922
1065
01142
28ro
3roO
54a
31a
(P215
W2
1254
lbrbol
]sib
14--8- Nle,') PRESTRESSED
243
2S5
45%
5151
124
801
sw
N.R.
351
=43
'352
r
782
as2
1156
14-11
l5'-4'(Ie4*) PRESTRESSED
228
218
430
553
611
WI
925
NR
321
228
32S
542
IV
10-12
1381
16-16
Il'-4' (20V)PRESTRE$5ED
]as
23ro
361
464
5,61
610
1IN14
ISS
21&
443
64S
614
1121
l3as
IS'-4' (232') PRESTRESSED
165
201
313
401
4W
518
661
N.R.
204
ISS
23S
383
550
136
S40
1160
11%0
21'-4' (256')PPESTREssEr.>
'
'8&
218
356
433
512
5W
0
N.R.
112
142
212
336
411
035
635
Wi
Wl
"S3
S3
22'-0'(2&4*)PRESTRESSED
140
ISO
268
343
1 418
453
565
131
205
322
451
1
-1-11
S41
24'-0"(288') PRESTRESSED
121
165
244
312
M
ff
-1
74
515
I
124
196
2W
40S
1 538
&W
8�13
GENERAL NOTES
-REDUCE VALUE SY 25% FOR ORAVE 40 FIELD RESAR
a' PREC46T W1 2' RECE55 DOOR U-LINTEL&
1CAmr-40"M
GRAVITY
LENGTH TYPE
80IF22-0081W26-
SFIF30_0B,
eRF14-115
SWIO-SlOW22-16
&M6-lej
ow"-15
4'-4' (52') PRECAST
14
15SI
1821
3053
3412
2W2
41BO2
3S54
6412
4S21B
IS41
DW4
S416
r1aw
10518
4'-ro' (F74') PRECAST
1351
144S
21a2
2114
5600
4481
53-15
6264
1102
3412
4W2
6412
IS41
5416
loals
F-V (68')FRECA5T
832
1602
1550
2058
2566
301�
3595
186
1153
2162
4014
6412
651ro
9014
(183S
PRECAST
135
lis
1500
144-B
IS24
2400
281r.
3352
1103
2051
3811
6412
1 6511,
54ro
6411
(W-V (aV)PRECAST
822
-
W-1
1611
2S33
251ro
3223
3812
4522
Wl
1611
2S33
4100
6130
- sill
6101
(So")FIRECA5T
- AS
1&1
1311
2252
IS50
2451
2S44
343S
obro!,
-7&-4
13-1-1
23213
360S
5492
6624
5132
V-V (11(V) PRE�C:AdST
3it
420
834
1253
loll
1342
1614
1806
S35
I IA28
a' PRECAST W1 2' RECESS DOOR U-LINTELS
UFL FT
LATERAL
I ENGTP TYPE
8116%.!T
8111FIC-171'
'o-TT
811IF14-IT
emis.rr
8M2.ITj&w26-rr
81QFW.IT
6IW*-2T
8WIV-2T
'"T
8WI4-2T
OWIS-2T
8IRF22-2T
OFIF26-27
SPIF.50-21
SM9
efir-6
4'-4* (5,2') PRECAST
1244
IS'
15-13
2413
3260
4112
4561
5825
532
1244
.3
151-B
233S
3110
4000
4850
56 Jr.
W2
4'-ro' (EW) PRECAST
li,32
159>1
R145
2311
3121
3531
4156
5511
853
11912
1455
2240
3036
383-1
4643
5453
S53
5'-V (9,8')IF`RECA5T
S24-
"j,
1112
1,11B5
2423
3055
368S
4325
Sol
S24
1132
'132
1141
2351
25-18
3603
423-0
5".
5'-10' (10') PRECAST
asbo
1130
1142
2352
2c*S
3581
41S5
4re
as(b
10513
I&W
2288
28SI
34S1
4106
4613
&'-W ($V)PRECAST
ile
882
1513
2042
2513
3101
3&42
630
1100
lie
-35r.
1468
ISS-1
2acs
3o3s
-
7_(.3
(SV�PRECAST
as
glee
rosi
1325
1810
22W
2153
3221
6158
2H
1
2
2
351
V-S' (Ilro') PRECAST
t5,33-
4.17
M
1 R'
123
141L
3
1995
1 W4
533
521
1 109n
1 136-3
1 1120
1 20"
1 245,0
519,
1
-REDUCE VALUE 5r IS% FOR CKADE 40 FIELD REMAR
_S REBAR AT TOP
MIN " (1) REQ10
1-1/2' CLEAR
TYPE
IDESIGNATION
-1 .4
=3
F FILLED WITW GROLIT / U - UNFILLED
Ul
FQUANTITY Or 05 REIBAR AT
BOTTOM OF: LINTEL CAVITY
-GROUT
Of=le� 15/1T
-
-05
REIBAR AT BOTTOM
L
Or LINTEL CAVITY
NOMINAL WIDTH _j
NOMINAL WEIGHT-1
QUANTITY OF 45
REBAR AT TOP
1.1-5/6-ACTUAL I
I
BOTTOM REINFORCING
PROVIDED IN LINTEL
8. NOMINAL WIDTI-I
(vAIRIES)
5AFE L0,41D TABLE
NOTE5
1. Provide full mortar head and bea joints,
2, Shore filled lintel& as required.
3. Installation of lintel must Comply with the architectural anclor structural drawings,
4. Lintels are manufactured with 5-1/2' long notches at the and& to accommodate
vertical cell reinforcing and grouting.
5. All lInteI6 meet or exceed L/360 vertical deflection, except lintels ll'-4' and
longer with a nominal height of 8' most or exceed LAW.
ro. Bottom Field added rebar to be located at the bottom of the lintel cavity.
1. 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage,
8. Cast -In -place concrete may be provided in composite lintel in lieu of concrete masonry units.
S. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
1. All value& based on minimum 4' bearing. Exception: Safe load& for unfilled
lintels must be reduced by 2051. If bearing length is less than 6-1/2'.
Safe loads For all recessed lintel& based on 6' nominal bearine-
2. N.R. - Not Rated.
3. Safe loads are total superimposed allowable load on the section specified.
4. Safe loads based on gracle 40 or gracle 60 field rebar.
5. Additional lateral load capacity can be obtained by the designer by providing
addlonal reinforced masonry above the precast lintel.
(0� One 01 rebar may be substituted for two 05 rebars In 8' lIntels only.
1. The designer may evaluate Concentrated loads from the safe load tables by
Calculating the maximum resisting moment and shear at cl-awaq from the Face of support.
a. For composite lintel heights not shown, use safe load from next lower height.
S, All sate loacle. in units of pounds per linear foot.
A" _K I T E " 8-1
Msign
G r ZOUSPO.ne-
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
H: 407- 7 78
FAX: 407-7744078
www.abdesIgngroup.ccxn
AA M. 0003325
summ & Lom"!
SILVERADO
LOT 27
BLK 6
IPROJWT#
'04128.000-02761
MODZU
4EBB
"1828-CALI"
GARAGM 8WWQ.
LEFT
PAGV.
SAFE LOAD
TABLES
150 MPH EXP. B
ARCHMECT.-
MTE OF FLORD
F-PRINT
DATM: 11/09/17
BCAXJb 1/4"=f-O"
skaw"
1B. I
1111,1 .0
COIFOMEhT AND aA=
WM LOADII
MW WIND EFONFIE
FOR 3 SECOND
OM
OFBN38
Illam
ZONE
ND NPH WIND (0
I
RBWO
AND TPE
FOOTAGE
MIN. WINDOW
10
5
25/-33
CRITERIA
EXTERIOR SWING
Is
5
24/-31
OR. MIN. CRITERIA
SG.D. M:N.
41
5
22/.26
CRITER A
16010 O.W.D.
112
1 S
1 21/-25
BASIC WIND SPEED MPH 150 (Vult) INTERNAL
PRESSURE COEFFICENT = 0.18 BLDG. CAT.=11,
EXPB, MEAN ROOF HT. = 15'-0"
PRESSURES HAVE BEEN MODIFIED PER SEC71ON 612.2
OF THE FBCR 5TH ED. (2014) TO MEET TESTED
ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE
PRODUCT MANUFACTURER. COWROL DATE
L
TOP
PLATE
BAR DETAIL
SCALE: 1/2'-1'-0'
c�uj
9 *-
eL -4'
.3L_al 1-4
(2).3052-514
EGRE55
- - - - - - - - - - - - -
LANAI
LIVING RO M
5'-B' CLT
14 -2'
OWNER'S
I
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0 m
2 8
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0
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AS REO.
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BATH
CODE
W-O'Cl-G. v
9
al
FOYE
CLG..
BDRM.#
36'XIO' TRANS.
T.
I
SV�RY—
(2) 3052-6W
T77 1 11111
4'-1'
EGRESS
Lq I 10 L101 - - - - - - - - - - - - - - - - - - -
2'-1"
r�' 0
4 - 4 -
14 -0'
FLOOR PLAN
NOTE:
-2-6 LOLIV. DOOR W/ AIR 14ANDLER ON METAL STAND OR 2-8 SOLID
DOOR W1 RETURN PLENUM AND RETURN AIR GRILLE.
VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
FRONT DOOR ASSEMBLY TO BE TWERMA-TRJ FIBERISLASS DOOR W1
TRANSOM (SIINGLE ASSEMBLY)
- 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE
EQUIPPED W1 SELF-CLOSIl DEVICE eR302.5.1) F5CR STH ED. (2014).
IWALL . PEIGHTS
81-81 IS
m Il 1
SQ.FT.
CALCS
LIVIWG
1828 SQ. FT.
GARAGE
430 SQ FT
ENTRY
16 So. FT�
LANAI
sa SO. FT.
TCrTAL
2362 6.2. FT.1
ARC H ITICTS-1
6
G r aDe I n
oso.n2c.
141 N. RONALD REAGAN BLVD.
LONGWOOD, FL 327W
PH: 407-774-6078
FAX: 407-7744078
www.abdosigngroup cm
AA #: 0003325
111%
111113
UMIV. as L021
SILVERADO
LOT 27
BLK 6
vooizcT#
04128.000-02761
4EBB
"1828-CALI"
GARAGM 81rn4Q:
LEFT
PA03k
FLOOR
PLAN
150 MPH EXP. B J
F-pnow
DATM 11/09/17
RICALM 1/4"= 1'-0"
2
Ir A R C N I T E C T I
V-0'FIR
2
OFF RIDGE VENT
FM ME ME
0
MINE imilm-
REAR ELEVATION
TEXTURED FINISH
12
.�, &'-&' 5RG. I-r.T.
0'- 0' FIN. FLR
OFF RIDGE VENT
BLIDG. W.T.
OFF RIDGE VENT
V-W BF;Z6. — — — — — — — — — — — —
LEFT ELEVATION
TEXTURED FINISH
12
OFF RIDGE VENT OFF RIDGE VENT
HnT. J. I
F
RIGHT ELEVATION
TEXTURED FINISH
AREA OF ATTIC
2364 SCL FT.
NET FREE VENTILATION AREA REQUIRED
I/ 30D
REQUIRED VENTILATION AREA
2364/300
7M
VENTILATION AREA X SQ. INCHES PER Ft. (244)
im. SO.M.
WN ' REQUIREDVENTILATION
.5 x 2234.72
IN UPPER PORTION OF ATTIC
567.36 SO,!N.
OFFRIDGE VENTILATION AREA
115 SCL N. PER VENT
567. 36 /115
TOTAL#OF VENTS REQUIRED
4--M7
I OF VENTS PROVIDED
5
ITOTAL
'AREA OF ATTIC IS THE PMMfTER OF
(E)(TERIOR OF WAULTO EXTERIOR OF
FRONT ELEVATION
TEXTURED FINISH
NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103,e.l
0'-0' FIN, FLR.
,1, 01-01 FIN. FLR.
SWIWGLE
ROOF
DECORATIVE
FOAM DRAIN
TILES
V-a' BRIG. HGT.-
I&IX601 FyflON
DECORATIVE
SPUTTERS OR
EQUIVALENT
4'RAISED
BAND (TYP,)
,&-& FI . FOR
4.
(-A-�DECQ. DETAIL
�,� S--ALEi 1/2'- P-0'
- Wnesmin I
Pli: 407 771=8
FAK Z.77 78
w a
L ww I
'T
SILVERADO
LOT 27
BLK 6
Pnon=T#
04128.000-02761
MoDin,
4EBB
"1828-CALI"
CAM"= B'WMG-
LEFT
PACIft
REAR, FRONT
LEFT &
RIGHT ELEV.
"c"
150 MPH EXP. B
MCM'EcT.-
SfATE or -
A
O"A R AV "72 3 CFI_Aj
F-pal"T
DATM 11/09/17
WCALM 1/4"=l'-O"
�. 3
.. _ DENOTE RAT PoN • 10' O/C MAX.
.. a Dwm 2* STRNA= I w 0X: M4X.
FRAMING PLAN
CCA 01/14/14
A R C N 1 T E C T I
6
Design
Grou 1nr.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407.77"078
FAX: 407-7744078
www.abdoslgngroup.com
AA M: 0003325 A
F
h
V
W
O
V
O
O.
C
E UNDIV. Ig LOT.
SILVERADO
LOT 27
BLK 6
PRon=T#
04128.000-02761
MODRIA
4EBB
"1828-CALI"
GARAGE BWMWI :
LEFT
PAGIQ:
FRAMING
PLAN
ELEVATION
»C"
150 MPH EXP. B
D TO 11/09/17
9CAIR: 1 /4"=1'- O"
8*1Z IT
C
CONNECTOR
SCHEDULE r-_ DATE: 01-05-11
SIMPSON
USP
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-16
1450
WTA 16-18
Ib2!5
(6) 10ci x 11/2'l-PLY, (6) ](..1 2-PLY, (USP, (10) Wci X 1 1/2' - NO l6d OPTION)
(2) META-11b
?W5
(2) WTA 16-16
2SOO
(10) Od . I 1,2'l-PLY, (USP.- Nv� 10,zi . 1 1/2')
2515
(14) I&d 2-PLY (USP: NO Ird OPTION)
WETA-16
iso
PTA 16
laic
(s) lod . 1 1/2' I -PLY, (8) W bd 2 -PLY LISP: (10) 10d x 1 1/2', NO 166 OPTION
14ETA-20
laic
WTA 20
Is -to
0b) 10d . 11/2' I -PLY, (8) I&d 2-PLY USP: (10) led . 1 1/2', NO l6d OPTION
Ck�
(2) WETA-20
20310
(2) HTA-20
3230
(10) 10d x 1 1/2' I -PLY USP.- (10) loci x 1 1/2'
2wo
(12) lbd 2-PLY (USP: NO Ird OPTION)
z
0
LGT-2
250
LUGT-2
15"
(1) - 1/4' x 2 1/4' TITER 2 (USP, BLK (5� 1/4' WIS, WOOD (16) led
0
DETAL-20
2400
014TA-20
2430
(18) - 10d x 1 1/2, 1 PLY
<
MGT
3565
MUGT
4115
(1) S/6* AJ.R. IN HIGH STRENGTH EPDXY (MIN. 12- EMBED�, (22) 10d TO WOOD (USP, (29) 10d TO WOOD)
WST-2
WUGT-2
e1w
C2) 3/4' ATA IN HIGH STRENGTH EPDXY (MIN, 12' EMBED), (16) 10d TO WOOD (USP� WOOD (b) Wd)
WGT-3
7.
WUd.T-3
W60
(2)3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12- EMISED)J-16) I0d_TCWOOD (USP: WOOD (S)l0d)
Ld,T3-S0S2.5
3285
LUGT-3
3525
(12)5DS 1/4'x3* TO GIRDER, (4)3/0* . 5'TITEN WD TO WALL (U5P, CCNC� (4)3/8' X WUEDGE BOLT, WOOD M)W525)
LTA2
210 PARALLEL TO WALL
�210 PERPENDICULAR TO
WALL
LPTA
sic
(10) led . 1-1/2' (USP, (10) Wd � 1 1/2'
VGT
4%40
NO USP CONVERSION FOR SIMPSON VGT
(1) 5/8' A.T.It IN WIGW STRENGTH EPDXY (MIN. 12' EMBED), (I6)-SDS;/4'x3' TO WOOD
(2) VGT
Iles
NO U&P CONVERSION FOR SIMPSON (2) VaT)
(2) 51W 4T.R. IN HIGH STRENGTH EPDXY (MIN. 12- EMBED), (32)�SDS 1/4-Xv / 2 PLY
MTS-t2
10"
MTW 12
IIS91
(W) led x 1 1/2' (USP: (14) 10d x 1 1/2', (14) Wa�
WTS-16
1150
WTW 16
1260
(146) 10d x I L12' (USP: (16) Wd x 1 1/2', (16) 10cl)
WTS-20
-14"
WTW 20
530
(24) 10d . 1 1/2' (USP; (24) 10d . 11/2', (20) 10d)
HIS-24
14"
WTW 24
1530
(24) 10d . 1 1/2' (USP: (241� 10d x 1 1/2', (20) Tod)
LSTA-12
%2S
LSTA 12
sw
(10) Wd USP: 00� lod
LSTA-10
)235
LSTA IS
1235
(1-4) 10d USP: (14) 10d
MSTA-18
1315
MSTA-10
13W
(14) 10d USP. (14) 10d
V)
MSTA-24
1640
MSTA-24
1640
(18) Wd USP: (10) loti
OL
MSTA-30
2090
MSTA-31V
2065
e22) 10d LISP: (22) Wd
<
MSTA-36
20"
MSTA-3r.
2065
(26) 10d USP; (26) 10d
MSTI-36
3800
KSTI 236
38w
1
(36) l0d x 1 1/2' USp. (36) 10d . 1 1/2'
V)
MSTI-48
w6r,
KTSI 249
B440
(48) l0d x 1 1/2' USp! (48) 10d x 1 1/2'
146
see
LFTA 6
1210
(8) Sd TO PLATES, (8) Sd TO STUD$ (U&P, (16) ad x 1 1/2', (16) ad)
SP4
OV!,
OPT 4
S45
(&� 10d x 1 1/2' TO STUDIO USP-. (6) 10d x 1 1/2' TO STUDS
A34
355
MP 34
3w
(4) Od x 1 1/2' TO BEAM, (4) 1 1/2' TO POST. USP.(4)Sdxll/2'TOMEAM,(4�"xli/2'TO"T.-
WCP2
645
WWCP 2
Boo
(12) 10d . 1 1/2' USP. (10�10d x 1 1/2' TO TRUSS, 00) l0ci X 1 1/2' TO PLATE
W10A
1140
RT 16A
13M
(10) lod . 1 1/2' USP; (S) 10d . 1 1/2' TO TRUSS, (S) 10a X 1 1/2* TO PLATE
VGT 4 HOU4
4S40
PHD 4A
5215
(16)-SDS 1/4'x3'TO WOOD, (10)-SDS 1/4'.2 1/2' W/ THREADED ROD, (2) NUITSAUASWER/2 PLY
USP, 5/5' AIR MIN. I' EMBED SET IN HIGH STRENGTH EPDXY, (10) W53 WOOD SCREWS
VGT 4 WDI
4540
TDx to
10140
(16)-SDS 1/4'.3'TO WOOD, (3)-3/4'STUD BOLT$ W1 THREADED ROD, (2) NUTSAUA&WER/2PLY
USP, 1/8' ATIR MIN. I' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/&' TWIRU-MOLTS,
ABU 44Z
2200
6665
PAU 44
2535
61175
(1) 5,8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN CONC, (12) Ird TO WOOD USP; SAME AS SIt"lP5ON
ABU 66Z
2300
129:00
PAU 66
23W
16005
(1) r,/S' ATA. IN WIG14 STRENGTH EPDXY, (MR V EMBED-) IN CONIC, (12)16cl TO WOOD USP, SAME AS SIt'IP60N
V)
LTTIS ...
1340
LTS IS
1200
(1) 3/4' ATA. IN HIGH STRENGTH EPDXY, (MIN.1' EMBED,) IN CONC, (OAOd TO WOOD USP, SAME AS SIMPSON
W
0
a:
LTT20B ...
1500
LTS 208
1105
-
el) 1/2* A.TR. IN WIGH.STIREW.TH EPDXY, (MIN. I'EMBED.) IN C424C, (IOACCI TO WOOD
USP: 3/4'ATR MIN 1 EMBED SET IN HIGH STRENGTH EPDXY, (10) l0d, (10) 10d . 1 1/2', 2-1/2'
0
z
WTT4
A455
WTT45
4160
(1) 5/8* ATR IN HIGH STRENGTH EPDXY (MIN. I' EMBED) IN CONIC, (18) DD-10 X 1 1/2' (USP, (20) *d X 2-1/2')
USP HAS MORE NAIL OPTIONS� (20) Wd, (20) 10d x 1-1/2% (20)16d x 21/2'
1
<
WTTS
5ow
14TT45
5000
(1) 5/0' A.T.R. IN HIGH STRENGTH EPDXY (MIN. I'EMBEDd IN CONC, (26)16d X 2 1/2'(USPg (20)16d X 2-1/2*)
USP HAS MORE NAIL OPTIONS� (26) 10d, (2S) 10d x 1-1/2', (20) lbd x 2 1/2'
WHDQII.SDS 2.5.
11010
UPWID 11
14355
(1) 1' AT.R. IN Wh3pW STR1D4GTW PPDXY, (MIN. 10' EMBED.) IN CZNC, (24) e0S)W . 24' WOOD SCIWWS (USP, t24) US3 Wom Scmuls)
WOIB
6645
TDX W
10140
(1) 1/0' AS. IN HIGH STRENGTH EPDXY, (MltL I' EMBED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (USP! (4) 1/8' BOLTS)
V)
MBWA 336/1129
3415
$330
NPM3�X12U
25"
1130
OIMP$ON� (1' 3/4' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 615' EMBEDMENT) IN CIIJU. TOP, (1) 3/4'
A.TR. IN H,GW STRENGTH EPDXY, (M91L 6.1S* EMBEDMENT) IN Cklik FACE, (IOAod TO BEAM
USP, (1) 1/2'J-SOLT W/ MINIMUM 6i EMBED. 4 NOT LESS THAN 4'FROM EDGE Or CONC U)1 3Y4'DIA ITW
RAMSET/REDW9AD DYNA BOLT SLEEVE ANCWOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
(14) " AT JOIST
W
LLI
0
WUSC412 (WOOD)
3635
WUS412F
3060
(10) 1641 TO HEADER, (10) Irbd TO WOOD USP, SAME AS SIMPSON
3265(
3325 (ROOF)
z
WUC4112> (rMU)
1900
41320
WD410 IF
1305
5000
(18) 1/4'. 2-3/4'TITEN (S PER FLANGE) TO CMU, (10) 10.1 TO WOOD: (USP: (18) 1/4'. VWS3 SCREWS, (10) led TO WOOD.
U5P (20� 3/16' TAPPER�, (10) 10d TO WOOD
HUC210-2 (CMU)
woo
5095
WD210-21F
13-10S
5000
(19) 1/4' ' 2-3/4' TITIEN (S PER FLAWSE) TO CMU, (10) lVd TO WOCO, (USP, (IS) 1/4' � VL43 SCREWS, (10) Od TO WOOD.
L19P (20) -q/16' TAPFIER�� (10) Wd TO WOOD
HUC210-3, (CMU)
two
5085
WD20-31F
1305
rl000
( 18) 1/4' x 2-38/4'TiTEN 03 PER FLANGE) TO CMU, (10) loci TO WOOD, (USP: (16) 1/4'x VW53 SCREtL*, (10) 10d TO WOOD.
It USP (20) 3/16' TAPPER-, (10) 0d TO WOOD
LddJM2&-2-SDS
1430
55W
LGLM92
212b
bobs
(4) 3/V . 4' TITEN WO ANO-IORS (2 PER PL CM, (4) 114' x 2 V2* $09 SCREWS To WOOD,
LOP (4) 3/8' X 4' UADGE MOLT-i WSA = TO
HIGH STRENGTH EPO KY - SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER Or RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
ANCHORING SYSTEMS.
. WHERE ANC40R EMBEDMENT 16 GREATER THAN I' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID wl GROUT.
;;RlOd COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAIL$ IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION
IOR TO INSTALLATION.
V)
... MINIMUM EMBEDMENT INTO THE TOP OF A SONDISEAM WILL BE W, MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE I'
LLj
I—
0
ATAL' - A-301 ALL TWREAr.> ROD eSIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
Z
BECAUSE OF 744E WIDE VARIETY OF MATERIALS, LOCATIONS, AND CCNDITICNS TWAT MAY AFFECT CONNECTOR$, THE CONTRACTOR MST BE RESPONSIBLE FOR MAKING SURE TWAT THE PROPER CORROSION PROTECTION
16 USED.
WHEN USING STAINLESS STEEL CONNECTOR$, USE STAINLESS STEEL FASTENERS. WHEN USING 231AX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53
USE OF EXPANSION AWSAORIS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MST WAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER Or RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011', 'WIGH WIND -RESISTANT CONSTRUCTION F-C-WWRr_AGI&, AND ANCWORIW. 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY
CATALOG C-SAS-2012 4 USP STRUCTURAL C40WECTORS 20115-2016.
ART
SINGLE STORY APPLICATION
SIZE
CLEAR 1-4-AN
DBL 2 x r.
UP TO Ell-41
DBL 2 x 9
V-4' TO 1'-0'
DBL 2 x 10
1'-0' TO 10%0*
DBL 2 x 12
10'-0* AND OVER
TWO STORY APPLICATION DOLLN 5TAIR5
SIZE
CLEAR SPAN
DBL 2 x 9,
Up TO 5'-0'
D5L 2 x 5
r7'- 0' TO &'-4'
DBL 2 x 10
r.1-4'TO &'-V'
DBL 2 x 12
W-O' AND OVER
MINIMUM WALL
AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0' TO
81-01
UND�
4'- 11
1 T-II 1/2,
AND UP
NUMBER Or HEADER STUDS
SUPPORTING END Or HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
3
IF2 x 12
, 2 SYP)
/19"OSS
NAIL (3)12d 0 6'-V O.C,
FRAMING NOTES: I TYP. 2x 12 BM. /HDR. I
1, HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O.
2.TYPICAL HURRICANE STRAPS ARE AS FOLLOIWS, UN.O:
• TRU55 TO MA6ONRY/CONCRETE SHALL BE META-Iro
• FLOOR TRUSS TO MASONRY/CONCRETE SHALL BE HETA-I& AT EACH
END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
- TRU55 TO WOOD FRAMING SHALL BE MTS-12
3, TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY
TRUSS MANUFACTURER,
4, REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
STUD RE0. ARE STANDARD UN.0 ON FRAMING PLAN
ro. MIN, 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES v EA.
END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PERAPA REQUIREMENTS.
1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING,
a.PROvIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12.
c�.REFER TO DETAIL (o SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
DETAILS.
A 2 C N I T I C T 81
G r aqNsign
ousp. 2.
41N i RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAK 407'7744078
www.abdesigngroup.com
AA #,. 0003325
F-suimm. as X.07,
m
SILVERADO
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AACKTIECT.-
M-M OF FLORI
10 - 7
r11/09/17
JDAM
scAm. 1/4'=V-0"
alum"
4.1 az 1,,,IF
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
-e
t25V OUTLET
W � 6�rAA POLK
110� OUTLET
IWV OUTLET
W OP OUTLET URED
TO "TOM
OR
Ilov OUTLET
W�KRMUP`"��FAULI
pa"TANT )
220V OUTLET
I
(4) IMRII OCWECTM
I
OLITLET
&ROUND FAULT
INTERRUPTER
IN
�_o
WALL HOUNTI!!O
LI-IT
CEIL- L—
Vp
"ROO"
L*WT
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momm CAN
t-1
UALL 6�
pw_uARw
WNT. Fm
I O� pelt Ga
vew. p
111,LIONT
I � FIR
IFT
mm'N
72==7
FLUqFM5ENT
2. muoplabelm
4. m�
-'TRAOC LIdlikT
PANEL
METER
&4012 DETECTOR
RIALL Ho>mo B&UjmoL.jr
am." I`ffTII`cTO.
'Enrlm" V
Woo CTED
WALL ME A DIVAN=
1 0 1 V"mcf—HOW."J. I
;L�= FLOOD LIOWT
7Kp OPT aa�
K"AO
Pz �-WTTON " �mo
4�— use m,:mT
Mr. —
LOCATION Or TV JACKS 4 PHONE OUTLETS,
PANS TO BE VERIFIED - HOMEOWNER
PRE-CONSTFEICTION MEETIWG.
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF FBCR 5TH
(2014)�
20 AMP DEDICATED LAU40RY CIRCUIT.
GFI * ISLAND (NOT ON KITC14EN CIRCUIT)
DISHWASHER DISCCT TO 15E LOCK.OUT
IN PANEL
SAT14ROOM EXHAUST PAN TO 14AVE MIN.
CAPACITY OF 90 CrM INTERMITTENT PER
ELECTRICAL PROVISIONS Or SECTION
M15013 FBCR 5TH EDITION (2014).
LAUNDRY ROOM RECEPTACLE $HALL BE
CIROUND FAULT CIRCUIT-INTERFUIRTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING. MET1400 514ALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS or
FBCR STW ED (2014).
ALL WOW TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE F5CR STH ED (2014).
METEF
FIELD
VERIF
LOC.
-----------
COACH
L *WT
ELECTRICAL PLAN
LOAD CALCULATIONS ONE FAMILY
DWELLING WITH HEAT PUMP
(MC OCOZ -02)
HOUSE PLAN: MODEL "'CALI"
LOAD INFORMATION
VA
IW8 9QFTG�UG�X3VAPXRSQFT
5�
a 20 AW APP� �UTT AT 1500 �A
3000
I �� cu."m
lOOO
I RANat AT X� FlA= HAMG OR CO0MP/OVI!IN
19000
WATIIIR NtEATEIlt
AOOO
marHm DRYER
50130
DmPOSAL
500
I IXICROWAW
USOO
I REPMERAT*R
�ROO
IYUBTOTAL OF GER� LOAD
FIRST 10 WA OF OZNXRAI� LOAD AT 100%
l0000
PAULADIDER OF OHX� AT 4OX 215IM14 VA —
IOW4
TOTAL um XXZRAL LOAD
&B TON Ra*T vump (w/ imF zIwzRolxcy mzAT 8TRIP)
21 � � 240 V�
.8 TON _=RO � AMP . � v-
"00
NET GMERAL LOAD
2OW4
NET __ "Ac
94100
TOTAL LOAO
2=
CALCULATED LOAD FOR S�
VA/240 W --- ARM-AMP-
150 AMP SERVIC
-WORST CARE S�ARID - WG�T RVAC LOAD
� FOR CAUM"MM'
NEUTRAL CALCULATION;
LIOWTIN63t, APPLIANCE, LAUNDRY LOAD$:
14;283 VA
3000 VA * 100%, REMAINDER 0 35%
NET LOAD:
6,5413 V4
RANGE: 12ADOO * -10%
8,400 VA
DRYER, 5000 * 10%
35M v4
TOTAL
ISS4S V4
NEUTRAL 4MPACITY; lS,4ISS / 240 - 10 A
02 AL MINIMUM NEUTRAL CONDUCTOR
PROVIDE 3-2/0 CU, TWUN . 1% CLI IN 2' CONDUIT OR 3
*4/0 AL, TWULN - 1-6 CLI IN 2' CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT 0 OVERWANGd
I --I
150 AMf= ELECTRICAL IR15ER
NOT TO SCALE.
COMBINATION SERVICE
DISCONNECT SWITCH AND
r.ENERAL NOTES;
ELECTRIC METER IN
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
NEMA 3R ENCLOSURE
COMPLY WITH ELECTRICAL PROV18IONS OF THE F8CR STA
EDITION (20142, LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS
C
NOTED OTHERWISE.
TELEPHONE SERVICE
ENTRANCE
EQUIPMENT
POWER COMPANY
TRANSFORMER
C.RADE
PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECONDARY
ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (OW IN
1-1/2" DIA SCHEDULE So PVC CONDUIT OR PROVIDE 3
1210 ALUMINUM (AL) IN 2" DIA SCHEDULE 90 PVC.
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
INTERSYSTEM BONDIW,
TERMINAL AT LOW
VOLTAGE CONNECTIONS
150 AMP
P/240 VOLT
I PHASE
MILO
PANEL
CABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
1 04 CU SERVICE (31ROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF: THE FBrR 5Tk
EDITION (2014).
5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD
A R C H I T E C T 8`4
G r ZqDesign
ouS[r..a.
LONGWOOD, FIL 32150
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA 41. 0003325
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PAGM
ELECTRICAL
PLAN
150 MPH EXP. B
op ARCFMOT'
STAM OF FLOMA
NO 17
F-PaINT
JDA-M lil//Log/17
SCALlh 1/4"=l'-O"
wDam"
11'., 5
HVAC NOTES
1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITI4 PROPER CLEARANCE, FOR SERVICING, PER
MFG. REQUIREMENTS.
2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS 54ALL BE CONSTRUCTED Or A VALUE
OF NO LESS THEN R-r. RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND
INSTALLED AS PER FBCR 5TW EDITION (2014) MEC14ANICAL BLDG. CODE SECTION 603.
3. ALL FLEX DUCTS SHALL BE APPROVED UL I&I CLASS I AIR DUCT AS PER NrPA WA 2-3.1
4. FRESH AIR INTAKE$ 5-44ALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT
OUTLET, OR SANITARY SELLER VENT OUTLET
5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED or SMOOTH GALV. METAL.
OR OTHER MATERIALS AS PER FBCR!5TW EDITION (2014) MECHANICAL CODE SECTION 603
6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO P15CR 5TH EDITION
(2014) MECHANICAL CODE 603.1
-1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES 514ALL BE
MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 57H EDITION (2014) MECHANICAL CODE
SECTION 403.
S. ALL EXHAUSTED BATH ROOMS, SHALL WAVE UNDER -CUT DOORS FOR MAKE-UP AIR To BE
RETURNED, TO EQUAL AIR EXHAUSTED.
S, ALL FIRE RATED CEILINGS AND WALLS 514ALL WAVE AN APPROVED FIRE OR FIRE/SMOKE
DAMPER'5 LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOOR6 TO
RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBCR STH
EDITION (2014) MECHANICAL CODE SECTION 601.
10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS.
It. DRYER 500STER TO BE A FANTECH DBF BOOSTER PAN OR EQUAL.
FANTEC14 DBF 110 DRYER 500STER CAPACITY (.0 LINEAR FEET WITH MAX. SIX ELBOWS.
NOTE
ALL HVAC TO WAVE PROPER
PANS W/ DRAINS
ATTIC
LEGEND
Z
SUPPLY AIR DIFFUSER
RETURN AIR GRILL
SIDE -WALL OR I WAY DIFFUSER
SOLID LINE- SUPPLY TR.INK
---
BROKEN LINE- RETURN TRINK
BALANCING DAMPER OR OBD
CEILING EXHAUST PAN
CEILIWG EXHAUST PAN 4 LIGHT
O/A
OUTSIDE AIR
(1)
THER."05TAT
ED
PASS-TPRU AIR GRILL
_\ 00 EXTERIOR WALL
PLENUM ---AIR RETURN
SUCTION AND LIQUID
AIR SUPPLY REFRIGERANT LINES
0 JOE E
XT
AIR
SUC
RE'R"
AIR HANDLER EXTERIOR WALL
3/ . r I_ClNLlI-N*l'N
SECURE STRAP TO CONC. CONDENSER
N
3/4'PVC CONDENSATE DRAIN LINE W/ (2)-3/I&'X2' TAPCONS UNIT SIMPSON LUB ROLL STRAP
EVARTRAY PVC SLEEVE TO LINES BELOW SLAB OR EQUAL
REFRIGERANT LINES TO
PLATFOli;!M RETUIRN CONDEN61WG UNIT
\'SIIECURE STRAP TO UNIT W1 (2)
P DRAIN LINE AND TERMINATE 4' CONCRETE SLAB -8XI 1/4' SHT. MTL. SCREWS
IN AN APROVED DRAIN, AS PER
FBCR 5TH EDITION (2014) c
MECHANICAL BLDG. CODE CONDENSER UNIT L
SECTION 3012.1.1
HVAC DRAINS CONNECTION TO PAD.
NOTE4 MAIN COND. DRAIN 3/4* DIA.
OVER HEAD 0 12'FROM STRUCTURE
50ORIATED NICKEL FIN. FLOOR
BRONZE FL. PL. OR WALL
BRASS PLUG
�-� _---FrrTiNGoRExTrzN5ioNTo
I I SOIL OR WASTE AS
J--L REQUIRED
WADE 0240-K JOSAM 560"
INSIDE SERIES NICKEL BRASS TOP
CAULK RVC OlPTI/SPEC
INV. SEE
751TE PLAN
TFLOOR SLAB CLEAN -OUT (TYPj.
COUNTERSUNK
C.O. PLLr.
SEE SPEC.
I'- S'XS' CONC.
- - - - - - - - -
FIN. GRAD.\=E
OR PAVING
FITTING OR
EXTENSION TO SOIL
OR WASTE AS
REQUIRED
INV, SEE
TSITE PLAN
gtEXXTl. GROUND CLEAN -OUT (TYP.)
NT5
FIRST FLOOR MECHANICAL PLAN
PROGRESSIVE AIR SYSTEMS 05/20/14
A R t N I T E C T 8-1
6
De lFn
G r aousrO. 2.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FA)L- 407-7744078
www.abdesigngroup.com
AA #*. 0003325
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rq
W
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SILVERADO
LOT 27
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150 MPH EXP. B f
ARCHrMOT-
STATE CX-- FLOW
N
DATM 11/09/17
8CAM 1/4"=l'-O"
0*1mw
kl,. 6
SIMIPtE P.T. OT. MAM TO
I= MOLT w 2.
P.T. st �m TO v
MCWM VOLT
"T. W. �Tv T. A�
-16
6-ML PMY ETfML0& Y� PET�
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I
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2. MR ISELM
0 .-MIL IPMY %N� —
PM!1� m I-
4' PILL � �VIOW �L NO
1-STORY FOOTING
1-STORY FOOTING
2-STORY FOOTING
1-STORY FOOTING
W �/B L �O
.�CI( WALL
AT L B. W. (W/ UPLIFT)
(DAL —L!—'.,
AT
M
AT LB.W.. (W/ NO -UPLIFT)
T_�
@Al
STAIR DETAIL
GARAGE STEP-UP
NON -BEARING.
".um .1. ft�TS 1. w__
MT. OT. �m TO OLAS
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6 M
�AOES
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PILL V TO TREAnIEW �L W
4' b' 4' 4'
M 6-MIL �Y MWILM Y�
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I'LL MPIMIM IPIM� ISO
4�_ MOM I" �L
4' 1- 4' 4 �-CAP`K
POO,
W 1190- 1,
GARAGE STEP-UP
GARAGE STEP-UP
GARAGE STEP-UP
GARAGE STEP-UP
2-STORY L.B.W.
SLAB AT GARAGE
1-STORY FOOTING
2-STO B. W. W/ UPLIFT
0 UPLIFT
W/ NO UPLIFT
SERVICE DOOR
ro'� AT GARAGE
AL,
60ALE, 1/2'.1'.0'
(1) s Immm� ��Ly V
L
tixm M 6-�L i-&�
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r CPU
L
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m `,JKLL��
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wv�,O,
4'rM
MOM ILL TEPIMM
01
MOM
PILL 11MOMME aw
jot
TINK A� �L W
lslv�
4' 1- 4'
2-STORY FOOTING
2-STORY FOOTING
LT Gj�?
ro'� C ONCRETE PAD
RAGE DOOR FOOTING
A—
WL
W/ B C
'.�.,,WALL
Ta �AL
77
TO �ZOWAL
� Li",
OANK
14
PIK 5. rlm�
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To
6MR, �11
__Lj
2_&T�w
EXT. /INT. FRAME WALL TO
14 NOT USED
/-.
iWTAPOMM ON =w
PILL ULL
E - L -
-T9 �ICAL ltlt�
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HORIZONTAL/VERTICAL
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-1 1 �Al
HORIZONTAL/VERTICAL
REINFORCING AT
TYP. RETROFIT FOR
TYP. REBAR LAP
PIPE THROUGH
—"�REBAR LAP AT FOOTING
r,,\AT LINTEL CORNERS
1-STORY FOOTING
Al-L, E1X'rE;1R1Oa POOTIEIRS
-ALT FIISTISI-1 SE.A13'S
TO IE3E: M1W. 12" IE3EIOW
UWI31STU1-,1BYD SOII�
CONTROL DATE: 07/01/1
A K C N IT E C TS
6
w ign
G W0. 2.
Al N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAK 407-774-4078
www.abdosigngroup.com
AA #,. 0003325
E2
4
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7
roumzv. de-mTo"N
SILVERADO
LOT 27
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PAGM-
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
150 MPH EXP. B J
ARcHnr:cT--
STAW Qf=
rpumT
DATM 11/09/17
8CALM 1/4"=1'-0"
alum"
DI
SECURE 2xb MIN. TO 15LK W/ (2) h'
FANCHOR BOLT W/ 2' UA64-ER SET
IN SIMPSON 14444 STRENGTH
.=--i L=
FLAT TO SLK
W/ CUT NAILS.
g' SIDES,
2X6 GARAGE DOOR MUCK V (3)
VX6. J-SOLTS 4'EMSEDMENT MIN.
w/ 2'X2'XIj WASHER AND HUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR WDIR. rN JOINT$
PRIOR TO FILLING.
I-2Xrb PT BLOCK * CENTER OF
DOOR HEADER w/m h'Xs' J-SmTS
4' EMBEDMENT W/ 2'X2'A' WASHER
AND HUT
[Rl NOTES.
w
ALL ANCHORS SHALL BE IN ACCORDANC-E TO
MANUFACTURER* INSTALLATION INSTRUCTIONS WHERE
VX14 INSTRUCTIONS ARE MORE STRINGENT
uanAuz vvvn
(-14"LDUCjff. ATIACHMEN
SCALE, 1/2'.1'-0'
-H q 111.11 -t
2X4X4'SE . -.. J7
&'-S'O,C. MAX TYP.
2X4 SECURE TO 2X4 BLK W/2-12.1
SECURE TO SLK W/ META-W,
2X4 SECURED TO
GA5LE END
W/(2)12d-EA. UPRIGHT
2,4 SECUREDTO
—1,4 5LOCKW3
EA. RAFTER
_W EA
RAFTER
� .7
W23 EA,
RAFTER
2x4 *AFTER
24* or
G)IRAM��
PRE-EW. TIW96EO W/ TRUSS
CONNECTOR VERIFY LLV
PP
.QjjW
. PLAN
DOUBLE TOP PLATE
CRIP
MAX PLE STUDS 0 16, oz.
HEADER SIZE PER SIMPSON LSTA-12 - E4JACK
SPAN CHART. STUD, BOTH SIDES or
OPENIW
2x STUDS a 16' CC. MAX W1
SHEATHING. SWEATWIWG TO BE
�-Doopj WITHIN J' OF WINDOW/ DOOR
OPENNG AND SECURE PER
FASTENER SCHEDULE
KING $TUD$ (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
JACKS (SEE 44EADER SPAN
CHART FOR DETAILS AND
1
SPECIF CATION)
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY 0 A TIME
USE 12d NAILS, TWO WITHIN &'
FROM EAC44 END 8 NO MOIRE
THAN 12' O.C. STAG6ERE
SP4 OR HIS . TOP AND
BOTTOM PLATE& - EA FULL
LENGTH STUD, BOTH 816ES
OF OPENING.
SHEATHING, TO LAP TO TOP
OF MASONRY WALL.
SHEATHING MST NOT
MIN' FROM 2ND
TYP. EXTERIOR WINDOW/ DOOR
�PNI �GFKRED lWLOMR TRUSS)
SCALE, 112--il.l.
FASTENER SOHEROUL
ROOF DIAPHRAGM
USE 1/16' OAS. OR 1/2' COX PLY WITH 'S RING SWANK GUN NAILS AT 4' CC. AT
SUPPORTED PANEL EDGES AND 'D RING SWANK GUN NAILS AT 9,' OZ. AT
INTERMEDIATE SUPPORTS SEE DETAIL.
ROOF SHEATHING TO IABLE END FRAME
USE -9 CAN NAILS . 4' OC,
EXTERIOR %-EATWW.
USE 1116' O.S.15. OR 1/2' PLY WITH -8 RIWG SHANK CAN NAILS AT 6' OC' AT
PA14EL SIDES AND 'S RING 614ANK CAN NAILS 4' CC. TOP 4 BOTTOM
PANEL AND -S RING SWANK C" NAILS AT WOC. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
NOTE! RING SHAW, CAN NAILS 614ALL BE PERMITTED AS A14
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
NAIL REQUIREMENT5
I DIZEI HEAD IF dILE142TWID14 TOP CORD OCKIW3 AT 4'
ad ROUND MOD IE 7 3/0, .113 SL
OR T OZ. MAX, IN FIMT 2 FRAMIN0.
NOTE, NAILSTO BE I"VG. BY MEMBER Or 114T.
I_ STAPLE, ll��L'l AS'CC'AMTr','N
INCH
SH A zT.,
2. RING DIAMETER OF =R SHANK DIAMETER
4,02M INCH ROUND 14EAD DIAMETER
S� 2 INCW NAIL LEWT.8
ROOF SHEATHING L,4'rOL
AND ENDLUALL BRACING
2'-0" EXTENSION @ OPT SERVICE DR. FOR GABLE END FRAMINrz
1 1p�
SPACES AT EACH END
RAFTER OR 57
;"JS
ROOF SI-EATHING
BUILDING LENGTH
STICK BUILT WALL DETAIL
spe - EA, STUD Top 4
BOTTOM
PRE-EW. TIRUWO WfrRUSS
CONNECTOR UP TO -10"
UPL FT
DOUBLE TOP PLATE
SIt'?P50N MSTA-24 - EA. JACK
2xb STUDS - 16' OC. MAX W/
SHEATHING. SHEATHING TO BE
WITHIN J' OF: WINDOW DOOR
OPENING AND SECURE PER
PASTE1,11ER SCHEDULE
(2) STUDS, (2) JACKS . EA
SIDE OF: OPENING
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY - A TIME,
USE 12d NAILS, TWO WITHIN 6'
FROM EACH TO 4 NO MORE
THAN 12'0C. STAGGERED
WINDOW SILL W/CRIPPLES
16* CC.
WOR BOLT
D.C. MAX WIT I'
EMBEDMENT AND 2'
CIA, WIAS"ER
,IMPSCN MSTAM-24 - EA�
2Xb F.T. BOTTOM PLATE
(�4 WINDOW OPENING
2-STORY WALL
NOTE: TYP. ExT. SHEATHING ATTACHMENT
FOR SWEAR 4 UPLIFT (OSS. 10 BE STRUCTURAL
GRACE) Cc"Imclofts, FROM STUD TO PLATE ARE
NOIREOUIRED EXCEPT - OPENINGS
In
TYR
EXT. "ATHING ATTACHMENT p
FOR
WALL SHEATHING (065 TO BE
STRUCTURAL GRACE)
TIRLISS
MTS-t2
2
1116' COS.
CS
2X4
STM.
PLATE
2X4 COL. TOP PLATE
2X4 STUD 16'O.C.
4M'AX..'
1/16, 05.13.
1/2, A131 W/ MIN.
I' EMSED?�T
LOCATE 6'-$'FRCM ENDS
AND 32, Or_ MAX,
TEXTURED FINISH
MTS-12
META-16
32' O�tC.
. WALL
PRE-ENSINEERED
TRUSS
KNEE WALL DETAIL
ro-'� . TO BLOCK
SCALE. V2'-I'-C'
SECAIRE 2. TO BLOCK
WI(2) 'TAPCONSOR
DRIVE PIN
(MIN SHANK SIZE .149)
M14 EMBED. I
WITHIN S' OF: EACH
END AND IS'0C, MAX
SPACING�
OSD. SWEATWIN5. OR
Cz>X PLYWOOD
WALL
t p ARCH WINDOW FRAME (-A _SECTION
�� �SEALE 1/2-.11.1.
RING SHAW, GUN NAILS
6' Ot. IN FIELD
SWEATHIN53 (OA.B. TO BE STRUCTURAL GRACE)
C'S 2' DECK S"REWS . 6*-S'
O.C. MAX 0 EDGES 4 t2l or,
MAX IN FIELD, LINTWREACED
SWANK To EXTEND BEYOND
TWICKI,Ebb OF $US -FLOOR
SWEATWIW.
TYP. 21/4' TAG SUS-rLO0R DECKWG GLUED TO
ALL EXPOSED MEMBERS
PIRE-Ew- TRUSS
DISL, 2X TOP PLATE
1/161 Obs.
2X BLOCKING 0
2x STUDS 16, OIC. MAX.-
2X ISTM. PLATE
3/4'FLOOR DECKIW.
PRE- ENGINEERED
FLOOR TRUSS
2X4 - 7
=OP 4,
BOTTOM CONT,
W (W 12d NAILS
14ETA-W
BLW
- WALLI
(D CONTINUOUS SWEATWIW. TO BEGIN AT Top or ELK,
W/ V4'GAP FROM 5LK TO OSS.
(2) HORIZONTAL 2X OPP. STRUCTURAL BLOCKING AT
PERIMETER Or 0.82L TO PROVIDE CONT. NAIL PATTERN
REMAINING AREA TO ISE SHEATHED FROM DSL. TOP
PLATE TO HORIZONTAL BLOCKING.
SHEATHING - TOP OF WOOD FRAMED WALL TO BE
STAGGERED MIN. OF 16'FROM SWEET BELOW
INSTALL ALL 514ESTO WFACE GRAIN PARALLEL
TO STUDS
EXT. WALL SHEATHING
WALE: 1/2'-1'-0'
A R C N I T E c T iI
6
M m2s'
rob i n
S0.2c..
1441 N. RONALD RFAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA t. 0003325 J
r-summ
W'r
SILVERADO
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LOT 27
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BLK 6
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04128.000-02761
wo
4EBB
"1828-CALI"
GARAGM BWZNG-
LEFT
PAGN:
misc.
DETAILS
150 MPH EXP. B
7
Itip"
DATM 11/09/17
0�
�7
8CAl.M 1/4"=l'-O"
a
Mm"
Is D 2!
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER F5CR
RS0521 ON 1,' 0,5.5.
SHEATHING OR J* CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE -ENG TRLISS
P.T. IX2 W1 MTL. DRIP EDGE
2x4 OR 2x(o SU15-15AND
PER ELEVATIONS
VENTED ALUM. SOFFIT
EMBED. STRAP VERIFY W1
TRUSS PLAN
V THICK, 3 COAT
PORTLAND CEMENT
PILASTER APPLIED
DIRECTLY TO MASONRY
WOOD —
CONSTRUCTI
0
I P
�EE ENERGY CODE FORMS
:OR INSULATION R-VALLIES
'GYPSUM BOARD OR J, wir.
�TRENGTH CLG. BOARD
'ONC. FILLED LINTEL 5LK W1
1) 05 REIBAR CONTINUOUS
,RECAST LINTEL
,EE ENERGY CODE FORMS
OR INSULATION R-VALUES
JINDOW ATTACHMENT AS
PER MANUFACTURES
5PECIFICAT7NS
PRECAST 5 LL
(1) *5 REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
0 I(o, O.C.
a, CMU
1/2' GYP. WL. 5D.
WOOD BASE
1—STORY
BLOCK WALL
SCALE: 3/4'=I'-O'
1/1(0- OSB� OR j. CDX
TYVEK 15UILDING WRAP
FORTIFIMER BLD(S PAP
GALVD MTL. LATH
1/a' TEXTURED
FINISH s WOOD
,ka* TO VMID WALL
WEEP SCREED
-81 cmu
-5/8' TEXTURED
FINISH 0 MASONRY
WEEP SCREED
DETAIL @) WOOD TO
u " " u `4 1-4
SCALE: 11/2'cl'-V
IW FELT PAPER INSTALLED
PER FIBCR FnV�2.1 ON J'
0.5.5-514EATWING OR J' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. Ix2 W1 MTL. DRIP EDGE
2x4 OR 2xro 51.15-15AND
PER ELEVATION$
VENTED ALUM. -SOFFIT
STIFFIBACK (SEE SEALED
TRUSS ENG. FOR SIZE 4
CONDITION.)
o.a.5. SHEATHING OR J'
CDX PLYWOOD. ATTACHED
PER FASTENER SCHEDULE
ON SHEET D5
-1/6' THICK, a COAT
PORTLAND CEMENT PLASTER
OVER EXPANDED GALV'D
METAL LATH ON FORTIF15ER
JUMBOTEX CARADE 'D'PAPER
OVER TYVEK BUILDING WRAP
(REFER TO STUCCO SPECS
FOR COMPLETE INFORMATION)
WEEP $CREED
(SEE DETAIL 2)
SECURE GABLE TO 2xro P,T.
PLATE W/ 12d's 8' O.C. MAX
SECURE 2xro PT. PLATE TO
BILK W/ J'xV ANCHOR BOLT W/
2' WASHER SET IN 5IMf=SON
HIGH STRENGTH EPDXY I'
EMBED. MIN. a 32' OC MAX.
%'THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
)V DRYWALL
I'X4' OR I'X2' P.T. 14AILER
IK4 Pt OR % 4- MR SECURE
TWft PR41-Iff 4 EXTEND 144'
INTO BLOCK W/ V TAPC4Z-Nb
OR DRIVE PH
(MIR SHANK SIZE .10
` N SIZE —
EMISEDMIENT I-Y'
WITHIN $'OF EACH END A IS'
O,C. MAX SPACING
L
DOOR CASING
DOOR J OR WINDOW
ATTACH TO 2X PER
MAMPACTURES DETAILS.
NOTE, SWIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED V)
DOOR JAMB
TO BLOCK +3/4 OR +5/4
(_A_� WINDOW TO BLOCK +3/4 OR +5/4
UA
SCALE%
2X4, CO
SECURE TO MOCK Wl
TAPCONS Olt DRIVE PIN
(MR SHANK SIZE .149,
M:NL HEAD SIZE 3500
M K EMBEDMENT 1 V)
VLul WIN Dl RAC44 END I
. MAOXII IA.FNG.
2X61 =
SE
"�=T":L
fMk SLIANK 61ZE.Mb
El
M thL HEAD SIZE 300
MIR EMBEDMENT I JW)
WITHN 6' OF EACH END A
10' OC. MAX SPACIW..
�:I=UALL
2XS, CEW
SECURE To BLOCK W/2-V
TAPCADP45 OR DRIVE PIN
I'X4' OR I'X2' P.T. NAILER
tMR SHANK OIZE.14b
DOM CASING,
MIN. HEAD SIZE 3"
DOOR J OR WINDOW
MIN. EMBEDMENT I Y '�
//*MANLFACTLRE6
ATTACH TO 2X PER
WITHIN a- OF Ncwl� 4
W. Or �L/
�MAXSPACW
DETAILS,
lr_ol
TYR
� Ifl
I —STORY GABLE
A BLOCK WALL
SCALE: 3/4'zl'-O*
—2x4 BLOCKING BETWEEN
F15ESrSLASS 944INGLES
BLOCKING BETWEEN
TRUSSES U94ERE 'X' BRACINX
G OVER 030 FELT PAPER
----2x4
TRUSSES U94ERE *X' BRACING
16 PRESENT
INSTALLED PER F15CR
18 PRESENT
RS05.21 ON I,' O.S.15.
GAIBLE TRUSS
SHEATHING OR J' CDX
PRE-ENG GABLE TRUSS
—PRE-ENG
PLYWOOD SECURED PER
�2x4 NAILER
FASTENER SCHEDULE
CONT. 2x4 RAT RUN SECURED W/ (2)
CONT. 2x4 RAT RUN SECUREC
P.T. Ix2 W/ MTL. DRIP EDGE
126's s EACH TRUSS
W1 (2) 12d's * EACH TRUSS
2x4 OR 2x(O SUB-15AND
TO BE INSTALLED 6 MID. POINT OF
TO BE INSTALLED 0 MID.
PER ELEVATIONS TYF.
TRUSS SPAN, OR 10'-V O,C, MAX,
POINT Or TRJUSS SPAN, OR
VENTED ALUM. SOFFIT
SEE ENERGY CODE FORMS
101-01 O.C. MAX.
FOR INSULATION R-VALUES
—SEE ENERGY CODE FORMS
STIFFBACK (SEE SEALED
1, GYPSUM BOARD OR
FOR INSULATION R-VALLIES
TRU55 ENG, FOR SIZE 4
HIGH STRENGTH CLG.
CONDITION.)
BOARC>
GYPSUM BOARD OR
O.SB. SHEATHING OR
2x4 NAILER
HIGH STRENGTH CLG.
CDX PLYWOOD, ATTACHED
BOARD
PER FASTENER SCHEDULE
2x4 a 24'O.C. is INTERIOR
CONIC. FILLED LINTEL 5LK W/
ON SHEET D5
KNEE WALL
(1) 45 REBAR CONTINUOUS
I/V THICK, 3 COAT
CONIC. FILLED LINTEL BLK W1
—SEE ENERGY CODE FORMS
PORTLAND CEMENT PLASTER
(1) 05 REIBAR CONTINUOUS
FOR INSULATION R-VALUES
OVER EXPANDED GALVD
—PRECAST LINTEL
METAL LATIH ON FORTIFIBER
PRECAST LINTEL
— WINDOW ATTACHMENT AS
JUMBOTEX GRADE 'D'
WINDOW ATTACHMENT AS
PER MANUFACTURES
PAPER OVER TYVEK
PER MANUFACTURES
SPECIFICATIONS
BUILDING WRAP (REFER TO
SPECIFICATIONS
STUCCO SPECS FOR
— PRECA5T 5ILL
COMPLETE INFORMATION)
PRECAST SILL
(1) 05 REBAR VERTICALLY
WEEP SCREED
(1) 05 REISAR VERTICALLY
_W/ CONC. POURED CELL
(SEE DETAIL 2)
W1 CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
SECURE GABLE TO 2x& P.T.
Ix2 P.T. FURRING STRIPS
—10 ho I OC.
PLATE W1 12d's 6' O.C. MAX
0 Irol O.C.
—IS, CMU
SECURE 2x& PT. PLATE TO
BLK W1 J'xcJ' ANCHOR BOLT
a, CMU
—1/2'GYP. WL. BID.
W/ 21 WASHER SET IN SIMPSON
I/2'GYP. WL� BD.
—WOOD BASE
HIGH STRENGTH EPDXY -I'
WOOD BASE
EMBED. MIN. 0 32' OC MAX
%' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
2X4, =
SECURE TO BLOCK w/ V
TAPCCN5 OR DRIVE PIN
(MIR SWANK SIZE J45
MIR 14EAD SIZE
MIR EMBE— 1 Y4"
W7wN a- _H END
Op EAr
le CO. MAX SPACIW4.
2xr,, CM
SECURE TO BLOCK W/2
TAPCOMS, OR DW%E Pl�
NOTE, STRUCTURAL 2X MST
BE ON OUTSIDE 4 SECURED
(MIN ' SHANK SIZE 'A'
T— ----L
MIN. IiAD SIZE
N ON MR I _Y4
MIN. EMBEDMENT 1 Y4'�
. , 4T
EgSTEAP,%
WITHIN 6' OF EACH END 4
&. cm
W OC MAX SPACING
A, DRYWALL
2X& CIEW
Sell— TO BLOCK
rXA' OR I`X2' P.T. NAILER
TAPCONO OR DRIVE PIN
%'OA25. X 4- MIR
(MIR SHARK SIZE .145
DOOR CASNd.
M N. HEAD SIZE 3M
DOOR JAMB OR W`NCCW
EMBEDMENT I W,
ATTACH To 2X
WITHIN S' OF EACH END 4
16' Or- MAX 6PACING3,
MANUFArTLRESPER AILS.
DET
NOTE, SHIM AS NEEDED TO PLtMIS JAM (DO NOT EXCESDA')
DOOR JAMB TO BLOCK +1-15/16"
WINDOW TO BLOCK +1-15/16"
2X4: CM
SECURE TO MOCK W/ v
TAPCONS OR DRIVE PIN
(MR SHAW SIZE .145
MtR HEAD SIZE 23M
MR EMBEDMENT I Al)
Wl!WN 8- OF: EACH END I
I& 0,C. MAX 9PACINd..
2X6, CM
Y6AEc.u.p.mT0,,m?,,%v,2i;�'
F�
NOTM STRUCTURAL ZX MUST
BE ON OUTSIDE d SECURED
(MIN. SHANK SIZE .145
L_j
TWROU.SW NON.61RUCTURAL
MIN. HEAD SIZE 300
%' TAMON MIN. I-V
MR EMBEDMENT I V)
EMBEDMENT INTO OCK.
WITHIN 0' OF EACH 9 4
a, cm
k�th
16' CC. MAX SPACIZ
DRYWALL
2XS, CIE111CI
sEcupw To BLOCK ua-v
I'X4' OR ?XV P.T. NAILER
TAPOONS OR DRIVE PW
—I- P.T, X 4- MIN,
(MN. SHANK SIZE J45
DOOR CASINO.
M N, HEAD SIZE 300
DOOR JAMB OR MOM
MIR EMBEDMENT I W)
ATTACH TO 2X PER
WI WIN 6'OF 9AC44 END 4
V=. MAX SPACI W
MANUFACTURES DETAILS.
NOTE, "IM AS NEEDED TO FLUM. JAI 1110 1101 EXCEED 41) NOTE, SLIM AS NEEDED TO PLUMB JAMB (Do NOT EXCEED V)
DOOR JAMB TO BLOCK + DOOR JAMB TO BLOCK +2 1/4"
ll��l/
WINDOW TO BLOCK + 0" WINDOW TO BLOCK +2 1/4"
�Vl-- SCALE. V.I�-.'
DIRECTLY TO MASONRY
1—STORY G,�BLE
W/ VAULT CLG.
Uj_B_p� BLOCK WALL
SCALE; 3/4'.P-0'
2X4, CM
SECURE To BLOCK W/ )W
TAPCON$ OR DRIVE PN
(MIR SHANK 6ME.W5
MR HEAD SIZE B00
MR EMBEDMENT 1 Y4.)
WITHIN &'OF EACH END
18' CC. MAX $PArIN5j.
2>16, CEM
SECURE To
TAPCONS I
NOM STRUCTURAL 2x MUST
(MR SHANK SIZE .145
BE - .. I SECURED
MIN. HEAD 6 ZE 3"
THROUGH NON-STMJCTURAL
MIR EMBEDMENT OW)
%' TAPCON MR I-W
UT14N S' OF EACH END 4
EMBEDMIEW NTO BLOCK
IS' OZ. MAX SPACIW..
a, cm
�XDRYWALL
2x&. CEO
EMP lb�� IVI;1W
TA OR .
I'X4'OR I*X2'P.T. NAILER
(MIR SHIANK SIZE .145
DOOR CASING.
M K HEAD SIZE 300
DOOR JAMB OR U94DOW
M:N. EMBEDMENT I V)
ATTACH TO 2X PER
!!�Ttlt ,!LD I
DETAILS,
NOTE: SWIM AS NEEDED TO PLLMIS JAMB (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +3"
WINDOW TO BLOCK +T
E, SCALE:
2x4s =
SECURE TO BLOCK W1
TAPCCN6 OR DRIVE PIN
(MIN. SHAW, SIZE J45
MIR HEAD SIZE 300
MR EMBEDMENT 1,1149
WITHIN 8' OF EACH END 4
18'0,C. MAX SPACIW�
NOTE: STRUCTURAL 2x MUST
BE ON OUTSIDE 4 SECUFIVO
THRO" NON-STRUCTURAL
2X&: CEO
TAPCCN MR I
9ECURE TO
TAPCOMS
(MIN. SHANK $UE.145
6, CHU
MIN. HEAD SIZE 3W
IDRYWALL
MIN. EMBEDMENT 14')
WITHIN a, OF EACH END 4
I'X4'OR I'X2'PT NAILER
is 'Or_ MAX SPACIW�
— 2X SEO�INE TO
2XS, CIECI
STRUC — MEMISEM -2112d
SECURE To BLOCK W12-%'
WITHIN &'OF EACH END 4 6'
TAPCONS OR DRIVE F41N
TO S, OC, MAX
(MR. SHANK SUN 14b
DOOR CANW.
MR HEAD SIZE 300
DOOR JAMB OR WINDOW
MIR EMBEDMENT I V)
ATTACH TO 2X PER
URT14IN 0' OF EAC44 END 4
IS' OC, MAX SPACW�
MANtFACTURIES DETAILS.
NOTE, SWIM AS NEEDED TO PLLMB JAM (00 NOT EXCEED Y49
DOOR JAMB TO BLOCK +T
WINDOW TO BLOCK +T
NOTE!
PER F5CR S05.21 - FOR ROOF SLOPES 2;12 TO
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
SYSTEM 16 REQUIRED. FOR ROOF SLOPES OF
4:12 OR GREATER, (1) LAYER UNDERLAYMENT 18
PERMITTED BUT MUST BE PER ASTM D221�, TYPE
11, ASTM D 48613 TYPE IV, OR ASTM D 6151
2XA, CM
SECURE TO BLOCK
TAPCONS OR DRIVE PIN
fMIR SHAW, SIZE .145
MR WAD SIZE _300
MIR EMBEDMENT 014')
WITHIN 0' OF EACH END 4
wl OZ. MAX &_Acwa
2X6 CIM
SEZRIS TO I5l_CCX WA-V4'
NOTE5 STRUCTURAL IX M11111
TAPCONS OR DRIVE PIN
F1
Be N OUY61DE 4 SECURJ!o
(MIN. &4ANK SIZE .145
THROUIH NON_bTRJCTUI-tAL
MIR 44EAD SIZE .500
VTAPCON MR I-W
MIN. EMBEDMENT OW)
14TO Ill.
WITHIN 4' OF EAC44 END 4
IWO.C. MAX SPACW,
�:EMISEDMENT
6* cm
2>12� clim
DRT�L
SECURE TO BLOM W11-1/4'
I'X4' OR DO' P.T. NA LER
'X2'
TAPCONS OR DRIVE PIN
IN
(MIN AW, SIZE .14S 1'—
36' OhB, X 4 MIR
MR AD SIZE 3-00
1
DOOR CASM.
MR EMBEDPI047 0�4')
WITHIN S' OF EACH END A
DOOR JAMIS OR WINDOW
ATTACH TO 2X MR
18'04. MAX SPACW�
MANUIACTUI-1.11 DETAILS.
NOTE, SWIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED YW)
DOOR JAMB TO BLOCK +3-7/16"
WINDOW TO BLOCK
G
+3-7/16"
SCALE,
2XA�
SECURE TO BLOCK 02'
TAPOONS OR DRIVE PIN
(MIN. SHAW, SIZE J45
MIR 14EAD SIZE 300
MR EMISEDMIENT 1 V)
WITHIN *'OF EAC44 END 4
ID'Or— MAX SPACIM.
2X6, CEM
SEOURE To BLOCK WA-114'
7APCj" OR DRIVE PIN
—BECNI _00SIDEA
(MIR SWANK 61ZE J45
SECXAM—D
MIR HEAD SIZE 300
TWFWUaW NON-STFIlUCTURAL
MIN. EMEDMW 01")
WITHIN 8' Or EAC14 END
Iwo BLOCK
IS'O,C. MAX SPACIW.
a, CMU
�V
2X& C3=
DRYWALL
SECURE TO BLOCK WAI-V4'
TAPCCN6 OR DRIVE I -IN
-X4' OR I - I
'X2 -.T. NAILER
(MIR SWANK SIZE .149,
�l
�I'P.T. X 4'MIR
MIR HEAD SIZE WO
DOOR CASW.
MIR EMBEDMENT I V)
WITHIN $'OF EAC14 END
D12OR JAMB OR WINDOW
IS- OZ. MAX SpACW,
ATTACH To 2X PER
MAI,WPACTURES DETAILS.
NOTE, $HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +3 3/4"
LT� WINDOW TO BLOCK +3 3/4"_
LI-) SCALE.
A R C N I T E t T 3
6
1.11a .
MOn
G r aouspO.2..
41 N. RONALD REAGAN BLVD.
LONGWOOD , FL32750
PH: 407-774-6078
FAX: 407-7744078
VAVW,a�bdesIgngrOUp.com
#:0003325 _j
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FRI
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sti0xv. as Lo N
SILVERADO
LOT 27
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04128.000-02761
MODEM&
4EBB
1828—CALI"
GARAGM OWWO:
LEFT
PACIL.
MONOLITHIC
1—STORY
WALL
SECTIONS & NOTES
, 150 MPH EXP. B )
ARCHITECT:
STATE OF FLORDA
I A
I
rA5 11/09/17
80ALM: 1/4"=l'-O"
a HI
IMCET
D3
FIBERGLASS SHINGLES
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
OVER 030 FELT PAPER
2x4 BLOCKING BETWEEN
FIBERGLASS SHINGLES
INSTALLED PER F5CR
INSTALLED PER Fer-R
TRUSSES W14ERE 'X' BRACING
OVER *30 FELT PAPER
RS052.1 ON J* O.S.5.
R-B052.1 ON 1,' 0,5.5.
16 PRESENT
INSTALLED PER F5CR
SHEATHING OR I' COX
SHEATHING OR J* COX
RSOE,.2,1 ON J' 0.5.5,
PLYWOOD SECURED PER
PLYWOOD SECURED PER
SHEATHING OR J' COX
F45TENER SCHEDULE
FASTENER SCHEDULE
GABLE TRJ55
PLYWOOD SECURED PER
PRE-ENG TRUSS
SEE ENERGY CODE FORMS
P.T. IX2 W1 MTL. DRIP EDGE
r-ONT. 2x4 PAT RUN SECURED
FASTENER SCHEDULE
\�5EE
ENERGY CODE FORMS
P.T. IX2 W/ MTL. DRIP EDGE
FOR INSULATION R-VALUES
2X4 OR 2xro SU5---,,-
W/ (2)12d's 6 EACH TRUS5
PRE-ENG TRUSS
FOR INSULATION R-VALUES
2x4 OR 2xro -'-U5-5ANr>
1, Gypsum BOARD OR
ELEVATIONS
P.T. IX2 W1 MTL. DRIP EDGE
j'GYP5UM BOARD OR J'
PER ELEVATIONS
HIGH STRENGTH CLG,
VENTED ALUM. SOFFIT
2x4 OR 2>(C� SUB -BAND
HIGH STRENGTH CLG.
BOARD
VENTED ALUM. SOFFIT
50ARD
PER ELEVATIONS
DOUBLE TOP PLATE
TWIST STRAP VERIFY W1
5TIFFIBACK (SEE SEALED
VENTED ALUM. SOFFIT
SIMPSON
WINDOW HEADER SIZE
TRUSS PLAN
TRUSS ENG. FOR 51ZE 4
SEE ENERGY CODE FORMS
1,0000 UPLIFT
SP2 * EA.
VARIES PER WINDOW
CONDITION)
FOR INSULATION R-VALUES
CONNECTOR
2X8 STUD
OPENING SEE HEADER
WINDOW ATTACHMENT AS
SPAN CHART FOR
PER MANUFACTURES
SECURE 2x4 PLATE TO WALL W1
GYPSUM 50ARD OR
2xe SYP 02
DETAILS
SPECIFICATIONS
i. x&'THRU-BOLTSm 32' O.C.
STRENGTH
05L TOP
O.S.B. SHEATHING OR
WINDOW SILL
MAX THEN SECURE GABLE TO
HIG14 CLG.
50ARD
PLATE
DRY WALL
CDX PLYWOOD.
ATTACHED PER FASTENER
2x4 PLATE W1 12d's 8' O.C. MAX
OR
DOUBLE TOP PLATE
WALL
SHEATHING
DIA ANCHOR BOLT
SCHEDULE ON SWEET DE,
2x STUDS 0 Iro' O.C. MAX W1
IN5UL., SEE ENERGY CODE
SECURE GABLE TO D5L TOP
WINDOW ATTAC14MENT AS
2x8 5YP 02
AT Iro' O.C- MAX WITH -1
EMBEDMENT AND 2'
-7/8' THICK, 3 COAT
FORMS FOR INSULATION
PLATE Wl SIMPSON WTC4 s 24'
PER MANUFACTURES
WOOD STUDS
DIA. WASHER
PORTLAND CEMENT
R-vALLIES
O.C. MAX
SPECIFICATIONS
AT 12' C.C. MAX
PLASTER OVER
WINDOW HEADER SIZE VARIES
WINDOW SILL
SIMP50N 5PI
EXPANDED GALV'D
T 4 G 5UBFLOOR GLUED
PER WINDOW OPENING SEE
* EA�2XO
STUD
METAL LATH ON
AND SCREWED AS PER
HEADERSPAN CHART FOR
2x STUDS 0 1&' O.C, MAX W/
FORTIF15ER JUM50TEX
GRADE 'D' PAPER OVER
FASTENER SCHEDULE
DETAILS
IN5UL., SEE ENERGY CODE
FORMS FOR INSULATION
2xa P.T. SYP *2
TYVEK BUILDING WRAP
I, O.S,B.-':,WEATWING OR I' CDX
R-VALUES
43 50LE PLATE
(1) COURSE TIE-5EAM
(REFER TO STUCCO
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SWEET
T 4 G 5U5FLO0R GLUED
z
POURED SOLID WITH
CONCRETE� (1) S
SPECS FOR COMPLETE
D5
AND SCREWED AS PER
RE5AR HORIZONTALLY
INFORMATION)
1/8' THICK, 3 COAT PORTLAND
-----,----FASTENER SCHEDULE
NOTE: SHEATHING MUST
CEMENT PLASTER OVER
CL
PRECAST LINTEL
NOT BREAK I'-4'MIN.
PRE-ENG FLOOR TRUSS
EXPANDED GALV'D METAL LATH
ON FORTIF15ER JUM50TEX
FROM 2ND FLR LINE
(INSTALL PER MFG. SPECS.)
GRADE 'D' PAPER OVER TYVEK
[L
WINDOW ATTACHMENT AS
2x4 CONT. m TOP AND 5T.
J'GYPSUM BOARD OR J'
BUILDING WRAP (REFER TO
Lu
211)
PER MANUFACTURES
or FLR TRUSS (TOP 2x4
HIGH STRENGTH CLG.
STUCCO SPECS FOR COMPLETE
1w
SPECIFICATIONS
SUPPORTS 5T PLATE Or
50ARD
INFORMATION)
PRE-EW-a FLOOR TRUSS
13
2ND FLR, 5TM. 2x4 15 FOR
WALL SHEATHING NAILER)
CONC. FILLED LINTEL BLK W/
NOTE; SHEATHING MUST NOT
BREAK V-4' MIN. FROM 2ND FLR
(INSTALL PER MFG. SPECS.)
u-
*S RE5AR a Iro'
PRECAST SILL
FASTEN EAC�4 2X4 R155ON
(1) 05 RE5AR CONTINUOUS
L INE
I GYPSUM BOARD OR
z O.C. MAX, IN
W1 (5)12d NAILS 0 EACH
TRUSS. 5TM. RIBBON TO BE
SEE ENERGY CODE FORMS
FOR INSULATION R-vALUES
2x4 CONT. a TOP AND 15T. Or
HIGH STRENGTH CLG,
50ARD
W1 CONCRETE
zp POURED CELL,
lx2 P.T. FURRING STRIPS
P.T.
PRECAST LINTEL
FLR TRU55 (TOP 2x4 SUPPORTS
15T PLATE OF 2ND FLR, 5TM. 2x4
VERIFY PER
§ t: PLAK
0 I(ol O.C.
WEEP SCREED
WINDOW ATTACHMENT AS
15 FOR WALL SHEATHING
CONC. FILLED LINTEL IBLK W/
(1) S REBAR CONTINUOUS
1210
a, CMU
(SEE DETAIL 2/D3)
PER MANUFACTURES
NAILER) FASTEN EACH 2X4
- '6 SEE ENEF�ry
1/2'GYP. WL. BID,
EMBED. STRAP VERIFY
SPECIFICATIONS
RIB50N W1 (5)12cl NAILS 0
EACH TRUSS. 5TM. R155ON TO
PRECAST LINTEL
L) CODE FORMS
y
(1) 04 CONTINUOUS RE5AR
W1 TRUSS PLAN
PRECAST BILL
BE PT.
WINDOW ATTACHMENT AS
FOR
WOOD BASE
%'THICK, 3 C
(1) *5 RE5AR VERTICALLY
W1 CONC. POURED CELL
WEEP SCREED
PER MANUFACTURER
SPECIFICATIONS
INSULATION
R-VALUE5 z
04 RE5AR 48' LONG
PORTLAND CEt-
PLASTER APPLI--
Ix2 P.T. FURRING STRIPS
(SEE DETAIL 2/D3)
PRECAST $ILL
-4 y ol �i
W/cl HOOK 0 24' O.C.,
DIRECTLY TO MASONRY
0 iro I O.C.
EMBED. STRAP VERIFY
(1) S RE5AR VERTICALLY
q
(y
MIN. 24' IN SLAB
2—STORY
alcmu
W1 TRUSS PLAN
---W/ CONC. POURED CELL
0
2'-0' (r'11N.
IN' SLo�5
FIRST FLOOR
1/2- GYP, WL. 5r->.
%' THICK, 3 COAT
lx2 P.T. FURS�NG STRIPS
0
WOOD BASE
PORTLAND CEMENT
o 16, O.C.
BLOCK SECOND
PLASTER APPLIED
----------
z
DIRECTLY TO MASONRY
7d ;7
a, Cmu
1/2'GYP. WIL. BD.
WALL
2—STORY GABLE
BASE
SECTION
4' CONC, RE INF. W1 ro'xCo'
WIAX1111.40 WLLJM ON 9-MIL POLY
FIRST FLOOR
WOOD
ETHYLENE VAPOR RETARDER ON
BLOCK SECOND_-�
FRAME TO
WELL -COMPACTED CLEAN FILL
TERMITE TREATMENT SHALL BE
A FLOOR FRAME
L
50RA-CARE
(3) 05 RE5AR ON CHAIRS
SCALE: 3/4'-l'-O'
2 STUD5 I&' O.0 MAX W1
I, O.S.B. SHEATHING OR c:r-)x
2x STUDS * 16' O.C. MAX W1
NOTE:
INSUL., SEE ENERaG�Y CODE
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SWEET
L
INSUL, SEE ENERGY CODE
PER F5r-R '30521 - FOR ROOF SLOPE$ 2:12 TO
FORMS FOR INSULATION
D5
FORMS FOR INSULATION
LESS THAN 4:12,A (2) LAYER UNDERLAYMENT
R-vALUES
-1/8' THICK, 3 COAT PORTLAND
R-VALUE6
SYSTEM IS REQUIRED. FOR ROOF SLOPES OF
EXTERI WALL STLIDS-\
("LLC,*W.ATi4M NOT
PLACE ISTIRA" WAC D
AND PASTENED As
T 4 G SU5FLOOR GLUED
CEMENT PLASTER OVER
J' T 4 G SUBFLooR GLUED
4:12 OR GREATER, (1) LAYER UNDERLAYMENT 16
SWOUN PM CLARTY)
S"CUN UT14 ow
AND SCREWED AS PER
EXPANDED GALV'D METAL LATH AND SCREWED AS PER
PERMITTED BUT MUST BE PER A5TM D22(p TYPE
rASTEN STUDS TO BLOCK WALL
ADDITIONAL STRAP AT
EAC14 WINDOW KW. ST=
FASTENER 9 CHEDULE
ON FORTIF15ER JUM50TEX
5
FASTENER SCHEDULE
11,ASTM D 46613 TYPE IV, OR ASTM D &-151
iVITI4 USP M&TA46 STIPAP UTH
FASTENERS AS SHOM INSTALL
GRADE 'D' PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STItAP 0 EA, END (UNO) 4
SPACE 61WAPS AS FOUC%*s
-110 MP44 32: or-
MIN ov) lod COMMON NAILS
INTO STUD (0.148 DA X 1 1/2'
3/4' T 4 G SUBFLOOR GLUED
STUCCO SPECS FOR COMPLETE
AND SCREWED AS PER
S:
-" MF44 C .42 Or-
LOW.)
INFORMATION)
FASTENER SCHEDULE ON
-lbo Mpw . IS, , 46- OIC.
-140 MPH 'C'48' D.C.
2x4 CONT. o TOP AND 5T, OF
SHEET D2
TOP OF OnD WALL
FLR TRUSS (TOP 2x4 SUPPORTS
BT PLATE OF 2ND FLR, 4
L x
FILL ALL FWMAINING. STRAP
WOLES UV 10d NAILS INTO
PRE-ENG FLOOR TRUSS
16 FOR WALL &HEATHIMMA-ILER)
FASTEN EACH 2X4 R15BON W1 (5)
PRE-EW-i FLOOR TRUSS
FASTEN EACW 2X4 R155ON W1
UX= BACKING.
1
E71MPSON HETA-I&E, EMBED.
12d NAILS Is EACH TRUS5. BTM. J'GYPSUM BOARD OR J'
(5� 12d NAILS s EACH TRUSS.
5TM. R15BON TO BE 1=,T,
TOP or
00 NOT PLACE SCFMW IN
TOP AOLE NEAPIEST TO TOP
STRAP 0 32' O.C. MAX VERIFY
R155ON TO BE P.T
HIGH STRENGTH CLG.
OF CT'U BLOCK UALL
W/ TRUSS PLAN
WEEP 5CREED
BOARD
PRE-ENG FLOOR TRUSS
IL
CONIECT TOM OF
TO
J'GYF--IUM BOARD OR J-
(SEE DETAIL 2/D3
EMBEID. STRAP VERIFY-
CONC. FILLED LINTEL 5LK W1
(INSTALL PER MFG. SPECS)
STRAP CM BLOCK UJALL
) 3AWDIA. X 1-1/4'
ILWOW". TAPCON MASOMW
HIGH STRENGTH CLG. 50ARD
R
W1 TRUSS PLAN
(1) IS RE5AR CONTINUOUS
CONC. FILLED LINTEL BL-
Cm SLOCK UJALL
;ZT
%'THICK, 3 COAT POR LAN
(1) 05 RE5AR CONTINUOUS
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
RIBBON
EXTERIOR STUD WALL
CONNECTION
FLOOR CONNECTION AT PARALLEL/
FASTE DETAIL
FLOOR MASONRY WALL
2
(�P
PENDICULAR PRE—ENG FLOOR TRUSS
E —R
��!N�I�NG
4 UL —E
��.-'JO.,�FIHRSST
J.
SCALE: 3/4'=I'-0*
-
A R C N I T E C T 8-1
6
G r airlIk'a .
Desi n
ous0E....
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003326
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umm A. w N
SILVERADO
LOT 27
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04128.000-02761
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"1828—CALI"
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LEFT
PAGM:
MONOLITHIC
2— STORY
WALL
SECTIONS & NOTES
� 150 MPH EXP. B j
an" -I
DATM 11/09/17
&CAM 1/4"=V-0"
D4
PRECAST MADEWMN)
2 X 4 (MIN 2 X 3)1-3/16 TAPCON
OR DRIVE PIN (MIN SWAW_ SIZEAS
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4'),
a' PRCtl EAC44 END AND Wil
01C. MAX MIN 1-1/41 101BEEDt-IBINT
2 X 6 (MIN 2 X 3) 2-W* TAPOON
OR DRIVE PIN (MIN $WAW 61ZE.1014
M 14EAD SIZE 300,
MIN EMBEDMENT 1 1/4')
8* FROM EACH END AND 18'
OC. MAX MIN 1414' EMBEE'r-IENT
2 X (MIN 2 X 3) 2-3/140 TAPODN
VE PIN (MIN 814AW SIZE
MN HEAD WIZE
2X4 &SMID 15LOCKING
MIN EMI!EDMENT 4'�
SECURE TO SMATWING W/
SE C
111/16'
a. FROM EAe, END IS
MIN. 2-12cl MR ISLK EA END
OC. MAX. MIN 1-1/4' EMBEDMENT
065 SMA114ING
CMU WALL
ARCHWAY DETAIL
OSL. TOP PLATE
2X4 16. OC� MAX
SECURE 2X4 TO
WOOD Wn-12d . 6. -8-
O,C, STAGGERW
PIN (MIN. SWANK, SIZE
.143, MN. HEAD SIZE
300 MN_
EMBEDMENT 1 y4' S'N
a. EA END NOT TO ARCH"
EXCEED Vl' OC.
MAX
2X4 SOLID
5L - SECURE 1/21 PLYWOOD.
C=W
TO Sw ATHING WTH OR 1/16, O.S.D.
,lK 2-12d PER 5Lr_y0A
EA. END
1-;3-�EXTERIOR ARCHWAY
%; ozj& oR)y PLYWOOD sMATwiw.
-30 5LDG. FELT
24. WIDE 26 GA. GALVANIZED METAL
PLANAING
4*7 ADD DISIV, 36- WIDE AND
AND "JOT BE A M14 24' WIDE METAL.
(�) rift-sni-Ass SWW.LES
DISL. TOP PLATE
2X4 IWOC. MAX
SECURE 2X4 W/ 2-%'
TAPCONS OR DRIVE PIN
(MN. 9"AW, SIZE.IAS MIN.
MAO SIZE 300 MIN.
EMBeDMENT I V11YIN S'
EA END NOT TO EXCEED
Is, D.C. MAX
2X4 SOLIC
BLOCKIM. SECURE
To SMATWNG WITI-
Mr,4.2-12d PER BLK
EA. END
EXTERIOR ARCHWAY
19MCAST MADEWMN)
2 X 4 (MEN 2 X.10 1-3/16 TAPCON
OR DRIVE PIN (MIN SWAW SIZE.14b
MIN 14EAD SIZE 3W
" 11/4')
MEN EMBEOME
1�
&'FROM EAC14 END AND 18'
-
O,C. I'WX MEN 1-1/4'EMISEX-ENT
2 'S (MIN 2 X 3) 2-3/6 TAPC4N
OR DRIVE PIN (MIN SHAW SIZEAb
T___l
F---L
MEN MAD SIZE 390
F�
14 EMBEDMENT 1 1/4')
S. Fp
OM rACW END AID 18'
OIC. MAX M`N'"I/4'EME2DMENT
--f
2 X 8 (MIN 2 X 3) 2-3116, TAPCCN
7
OR DRIVE PIN (MIN 944AW DIZE.145
MIN MAD SIZE 300
IA6'OeO SMATWING-
MIN EMBEDMENT 1 1,14')
2X4 16- 04. MAX -
FROM EACII END AID IS'
(WHEN OVER *- IN j4EOW.)
OC, MAX MIN 1-1/4' EMBEDMENT
2X4 SOLID IlLOOCNG -
SECURE TO 6MATWIN3 LW
MEN. 242d PER ELK EA, END
/'=-'\CLOSED VALLEY FLASHING DETAIL
-
IR TRUSS
1/2* CLG BOARD 4 TEXT.
SIMPSON -
SP4
2X DBL. TOP PLATE
�r
SP4 32'
O.C�
L .2 'L
2X4 WOOD STUDS **' 04,
/,,IUN,O. ON TRJUS-6 PLAN
I 2X4 CONT. STRE"
BLOCKING MID -WALL
Ft. PLATE
SIMPSON 6P4
v2X4
32' OJC� MAX
1/2"' AS. 32 D.C.
I
I
x�
A.
'-2 W. CONT.
I -STORY
INT. BEARING WALL
NO. I
.A. FLOOR LOAD ONLY, DO NOT
"?ALL CONNECTORS.
DOUBLE 701D PLATE
2.4 CONTINOUS STRESS
BLOCKING MID WALL
2x4 STUDS 0 *' OZ. MA>C,
UION.
J' T 4 G SUIBIFLOOR GLUED
AND SCREWED AS PER
FASTENER SC14EDLLE
IST FLOOR STUDS TO
2ND FLOOR STUDS
SIMPSON MSTA-36 . 52'
D.C. MAX
PRE-Ew. FLOOR TRUSS
DOUBLE TOP PLATE
2x4 CONTrNOUS STRESS
BLOCKING MID WALL
2x4 STUOS . IS, OIC. MAX,
UION.
I/2'GYP. Ltl_� W,
SECURE BT. PLATE TO SLAB
III/ I'x-3. ANCWOR BOLT W1 2'
WASMIR SET IN SIMPSON
WIGW STRENGT14 EPDXY I'
EMBED. MIN.
SIMPSON SP4 - 32' OC. MAX
n8 INL 2-a L.B.W.
SCALE ��g
v2
ARCIjWAY DETAIL
16- A"D�Ul?
PRE-ENG TRUSSES OR
C4CNV FRAMED RAFTERS
e DAB. SMATWINd. OR J*
COX PLYWOOD SECURED
PER FASTE7,EFt 6CMI>ULE
2.4 BLOCKING UNDER
WALL STUDS 9-CUREE
BETWEEN TRUSS SAYS W/
13) 12d'. EACW END
2x DOUBLE TOP PLATE
STUDS - 16, or_
MY$- 12 -EVER STM
2X4 IST. PLATE
DORMER
LTTAC TIFN.T
SCALE.
DISL. TOP PLATE
SeCUREE 2 X RIP TO PIT
LM-12.15 61-61 OZ. MAX
1/0' TEXTURED FINISN
1/16'065 SMATWING
2 X 4 *- OC MAX
(WHEN OVER 16' IN i4IEGWTd
2 X 4 (UMN OVER 16' IN WIEOWT�)
V4'TEMPENED MAWNITE
GLUE 4 NAIL WIW'b
IF NEEDED.
2 X $MID OLKG - ARCi4
$EDAM W/2-t2d EACW END
-NOTE, NO GAP . WIDW FRAME
TO EXCEED V4'
2 X 4 (MIN 2 X 3) 1-3/16, TAIPCON
OR DRIVE PIN (MIN 844ANK SIZE.14b
MN MAD SIZE 300
MIN EMBEDMENT I V4*)
1. FROM EACW END AND W
0'r
_ MAX. MIN 1-1/4' EMBEDMENT
2 X b (MIN 2 X 3) 2-3/16 TAI-CON
OR DRVE PIN (MIN SHAW, SUE.Mb
MIN 14EAD SIZE 300
MIN EMBEDMENT 1 1/4*)
S' FROM BAC44 END AND W
O,C. MAX. MIN 1-1/4' EMBEDMENT
2 X 8 (MIN 2 X 3) 2-3116 TAPCON
OR DRIVE I -IN (MIN SHAW, SIZE.145
MIN MAD SIZE 300
MIN EMBEDMENT I V4')
8' FROM EACW END AND IS'
D.C. MAX. MIN
1/4' TEMPERED MAICNITE
GLUE I NAIL Wed'S &'-12' O'C'
IF NEEDED.
EXISTING OLK AISV.
1/4'TEXTUFED FNIS44
1/9, TEXTURED FINISH
I/W,' 005 84-EATWNG
2 X 4 W OC� MAX,
OMEN OVER 16' IN WI&WT.)
2 X A (WMN OVER I&-
16. IN MIGWT.�
2 X SOLID BLKG - ARCN
SECURE W12-12d EAC44 END
ATTAC�IMENT PER
MAKWACTLOREKS SPEC'S.
-NOTE; NO CAP - &OW FRAME
TO EXCEED 1/4'
ARCHWAY DETAIL
rn', CUTAWAY
�� �E--I-V
ROOF TRUSS UPLIFT
CONNECTOR NOT
6HOUN FOR
CLARITY (SEE
5WOP r>M5.)
EXTERIOR WALL
SWEATHIWG (SEE
NOTES) FASTEN EACH STUD
TO ML. TOP PLATE
W1 LISP SP724 NAIL
SPECS,
PER MANI -
SECTION AT TOP
r,---�OF EXTERIOR WALL
AqPI4ALT SWII,�b OVER
030 FELTON IIV. O.S.B.
PRE-Ew. GAIMLE TRUSS
OPF STIFFBACK
(SEE SEALID ENO. PACK FOR
SIZE 4 CONNECTION;
2.4 OFF BLOCKING BETWEEN TRUSOE$
WE -ERE 'X'BPACW. 16 PRESENT
CONT. 2.4 SPF MAT RUNEAr
SECURED Wl (2)1241'* 6 _W
TRj"
(2) 2.4 -2 S.Yp . DIAGONAL BRACE tUV (.'I)
12d., . EACH TRUSS (DIAGONAL
X�BRACIW
� To COVER 5_TMJSSES
j'GYPVIJM BOARD OR J'
WIGH STRENGTw CLO,
NOTE: BOARD
DIAGONAL BRACE CENTER Or TFA" SPAIN OR WhrMST RIDGE.
DIAGONAL BRACE TO ISE - ANY SPAN W-WOR GRATER REFER TO
TRUSS ENG. FOR ADDITIONAL WORIZONTAL TRUSIS REINFORCEMENT.
0'-0' TO 30'-0' (1) X-BRACE
30'-1' TO 60'-0' (W X-BRACE (1) X-BRACIE - CENTER AND (2)
BRACE DIVIDED EQUALY FROM CENTER TO END
g_q_�ACING
id GA_ZBLE X-�BRI
"..'��ACIN�
SCALISs 1/2'.1'-0'
2x RIDGE ONE SIZE LARGER
TWAN RAFTER SIZE
MIN. (3)12.1 NAILS Oft
MIK (4) 10cl CAN NAILS
IX6 COLLAR lit AT EVERY OTNER
RAFTER W1
MIN. (3� 12d NAILS OR
M114.(4) MD41 GUN NAILS
171111=7�4_1
1.8 NAILER SECURE TO TRUSSIES,
BELOW W/
(2)12d NAILS OR
f3) hAd GUN NAILS - EA. TIEUSO
RAFTER TO TPWSS MTS-12
CREATE VOID FM STRAP
ROOF DECKING OVER
PIM-ENS TRUSOES
PRE-EING, TWOS
MTA-24 RAI-TER TO BI
BETWEEN TRUSSES
CONV
,��D ROOF
W-O' TO 30'-V' (V'X'5ft4CE
TO 601-0. (3) w BRACE
(I 'X BRACE 0 CENTER)
(2 X BRACE DIVIDED EOUALY FROM CLENTER TO END)
FIBERGLASS SHINGLES OVER
-W FELT ON A&, OSM.
(2) 2X4 V SYP DIAGONAIL BRACE
W1 3-12d - EA TRUSS ( DIAGONAL -r]:
TO COVER S-TRUSSES
2X4 BLCCXJW. L44EIRE 'X' BRACING
I$ PRESENT
(2) 10d NAILS EA 1111,11[)
TO TRUSS
S" STIR45ACK
(SEE SEALD ENG. PACK FOR YAB81311111018 is Isis Islix Mnm li islils,
SIZE 4 C4011INECTION)
c
I
1/*'055 514EATW TRUSS 24' o-
IN'
USE Sd NAILS AT
4' - EDGE 4 W - FIELD
1/2' CLG. BOARD
2X4SW/ 3/6' X RT LAO -32'.O,&MA NAIL CONT. RAT RUN TO
OR 01PSON M A-24 - 32 0 . MAX. TRIJISS, W/ (2)12d - EA. TRAM
2X4 6YP MAT ADJACENT
SMATWING NAILING TO BE TO DIAGONAL BRACE.
6' OIC. IN FIELD DBL TOP PLATE
4'01CAALL EDGES, M18.1 NAILS 2X4 STUD 16'0,C. MAX
rj_1�2�-O
12'
FINISH 1D LAN01NC, - -- ----
3/4' PLYWOOD FF.
D5L 2Xi�,
-1115 UPLIFT
SIMPSOM HTSM20
WAV Wd TO TRU"
AND (4) I/A' x 21/4,
TAPCONS To COKT
POURED LINTEL
- 2350 UPLIFT
(2) SIMPSOM WTOM20
INSTALLED ON OPPOSITE
FACES OF BLOCK WALL
WAO kDd TO TWilft
AND (4)1/4. x 2 1/4'
TAPCONS TO CONT
-POURED LINTEL
PRE -ENO TRUSS
CCNTIN
T_; BOND BEAM
TAP -11
MEN. 2' COVER
2' APART
9puu_Al`Ncl�-T �O
3,9," t-11N_ F-IN15
3/4' PLYWOOD WITH I'L
412-D COMMONS WINDER DETAIL
LANDING DETAIL
NAILED TWRU
FINISH e LANDING——\ PLYWOOD INT
3/4' PLYWOOD FF. EAC14 5TRINGIz?R
LESS THAN 4' TYP,
3-2xl2 SYII STRINGER DEL 2XI2 2XI2 READ
ETWEEN SPINDLES
REiNFoRcED W/2X4 SpIFOR CUT TO PIT
LU/CONT. BEAD Or FLOOR JOIST IX6 RISER
SUB -FLOOR ADHESIVE 10
FIL-400 OR SIMILAR s
HAND RAIL,
1�
EA HORIZONTAL RUN
SECURE TREADS TO STRINGER
u
LU/(3)05 3' SCREWS IS EA
STRINGER, UNTHREADED SHANK
1/2' DRYLUALL-,,
TO EXTEND BEYOND THICKNESS
OF SIJ15-FLOOR SHEATHING
IXIO TRIM---'
NOTE:
I' NOSING TYP.
STAIRS R15ERS To CONFORM
TO FBCR 5TH EDITION (2014�
-1-3/4' (3) led CUT NAILS
MIN. TREAD 10', MAX. RISER
lV 2X4 fl.t
3/16'MAX. VARIATION IN RISERS/TREADS
SLEEPER INTO
ADJACENT TO EACH OTHER
SLAB -
3/6'MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 13/4' +-1/4'OR PROVIDE EQUIVALENT
__'�STAIR
GRASPABILITY
SECTION DETAILS
WINDERS- MIN. &'WIDE 0 NARROW END
MIN, 11' UJIDTH 0 12' FROM NARROW END
34' MIN. HANDRAIL WGT,
F-A arm Ivor Ta-1
6
r"'Aftin.,
I n
GWO.n!
99
L441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774,6078
FAX- 407-774-4078
www.abdeslgngroup.com
L AA t. 0003325
0
r-sullwiv. a. MN
SILVERADO
LOT 27
BLK 6
PROJEC"
04128.000-02761
MODIIIIIIII,
4EBB
"1828-CALI"
GARAGM OWMG.
LEFT
PAGID:
misc.
DETAILS
150 MPH, EXP. B
ARcHrrEcV--
91AIE OF
A
r" 11/09/17
DAM
8CAIM 1/4"=l'-O"
BUM"
D5
w:El 1;
PRODUCT APPROVAL LISTING -SHINGLES -STANDARD
PRODUCT APPROVAL LISTING
EXPIRATION DATE
FL 10446-R4
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FL 10447-R3
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FL 10456-R3
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FL 17236-112
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 17244-RI
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 17243
FL 17241
FL 17236
LISP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 17244
FL 6223-R2
FL 17236
LISP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 7473-116
EAGLE PRODUCTS
ROOFING
ROOF TILES
2014 FBCR
12/31/2018
FL 12019-R5
AMERICAN CONST. METALS
PANEL WALLS
SOFFIT
2014 FBCR
3/2/2020
FL 17624
PLYGEM
PANEL WALLS
SOFFIT
2014 FBCR
7/31/2019
FL 14039•112
PLYGEM
SINGLE HUNG
2014 FBCR
7/31/2019
FL 14634-R2
PLYGEM
SLIDING GLASS DOOR
2014 FBCR
7/31/2019
FL 15264
PLYGEM
WINDOWS
MULLIONS
2014 FBCR
7/31/2019
FL 14253-R3
PLYGEM
FIXED GLASS
2014 FBCR
7/31/2019
FL 15217•R4
MI WINDOWS & DOORS
SINGLE HUNG
2014 FBCR
12/31/2017
FL 13349•R4
MI WINDOWS & DOORS
SLIDING GLASS DOOR
2014 FBCR
12/31/2017
FL 15333-112
MI WINDOWS & DOORS
WINDOWS
MULLIONS
2014 FBCR
12/31/2017
Fl 15076-113
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2014 FBCR
12/31/2017
FL 5678-R3
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FL 5684-R7
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FL 15279-R4
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FL 5891-R5
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR
2014 FBCR
12/31/2018
FL 10758•R6
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2014 FBCR
04/13/2018
FL 10477-R3
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2019
FL 13192-R4
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 13223-R3
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 13265•R2
FL 4103•R8
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
TAMKO
ROOFING
ROOFING ACCESSORIES
2014 FBCR
12/31/2018
FL 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 (5th EDITION) BUILDING CODE INFORMATION SYSTEM @
WWW.FLORIDABUILDING.ORG
CONTROL DATE: 09/26/2017
A R C N I T E C T R 1
6
Design
GrZ .2.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.a bdesigagroup.00m
AA N: 0003325 J
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SILVERADO
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BCAXM 1/4"=l'-0"
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URED
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UARETIEST BE(NO.IS)0A')4'S'URE
0
BLOCKINd. SWOJJN MAY BE IN ADDITia/
UALL STUDS REWIRED PER PLAN
. . . . ....
T ... . .......... IRF
'All"
"M" TYPE CONTROL JOINT
2. �Aft PT� 5
OL.
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A-
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115�01 ILANM
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r
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NOTE,
APPROVED BUILDINd UAAF`
$WALL BE LAPPED A MINIMUM OF
6. . VERTICAL LAPS (ROLL
ENDW4 &' . WMIZOKTAL LAPS.
ALL 0 BE
WITH [MR SWEAT14W. T
I- LAP LATH
LATH VERTICAL LAP TO BE I*
METAL LAT.
T
WRIS LAYER -1,
STUCCO UNIAP
L
WRIS LAYER -2, FORTIFIBER',,
BU]Lr.>iw. PAPER
(0)PAPER LAP
KICKOUT
DETAIL
"lWt T� W-
�repk QQ-tlQlzw
VERTICAL LATH
& PAPER DETAIL
NOTE�
SIDE LAP$ OF METAL
PLASTER OASES 15WALL
me SECURED TO
FRAMW. MEMME
THEY SHALL BE "TIE'D
BETLLEEN SUPPORTS
uTw cAvAlS-IN. (121-MM)
ORE AT INTERVALS NOT
MORE THAN S'(22S-MM,
AS PER ASTM C1063
REPAIR OF TEARS
IN WR5 LATER$, TEARS
MAY BE PATCHED
WA4CUSE WRAP TAPE
PER MANUP. SPEC. OR
PEEL 4 87ICK
ROOF
J' T14ICK 3 COAT CEMENT
PLASTER
METAL LATH
WR5 LAYER -2, FORTIFIBER
ISUILDIWG PAPER
U110 LAYER 14.
STUCCO UIRAP
WOOD SWEATWIW.
WOOD
$HEAT
BUILDI
PAPEF
STUCO
HORIZONTAL LATH
& PAPER DETAIL
WOO SHEATHING OR CMU
WRB LAYER *I,
STUCCO WRAP (FRAME ONLY)
THICK, 3 COAT CEMENT
PLASTER (FRAME), 1/2 - 2 COAT
CEMENT PLASTER (CMU)
METAL LATH (FRAME ONLY)
LAP�7 4 TAPE OVER
Roo L
AL
$CREED
5'X5' V TYPE CONTINUOUS
GALV. METAL FLASHING
(NAIL TO ROOF: r>ECr, NOT
WALL SHEATHIWa)
CAP SHINGLE - 00 NOT NAIL,
INSTALL WITH ROOF CEMENT
ROOF PER EI-EvATIONS
L" FLASHING
4'.4'
rLASWW. (COMPATIBLE UY HOUSE
UIRAP MATERIAL) OVER
APPROVED HOUSE UIRAP.
11 OR LESS PIPE
PENETRATION
CA9 AND OVERLAP ONE SIDE OF
FLASWW
SELF-ADW RINGA f�
SELP-ADHERINd. MEMBRANE
PLASHNG (COMPATIBLE Wl WMSE
WRAP MATERIAL� OVER 4'�4'
SELF-ADWERINd, MEMBRANE
FLAS44W. OVER APPROV50
HOUSE W"P.
PLAS44143,70 XTENI;l ONTO PIPE
STEP 41
STEP 02 ZAS�
UNIS LAYER -1,
&TUOCO URAP
WRB LAYER -2, PORTIFIBER
BUILDIN5. PAPER
METAL LATH
6.6'SELF-ADWERINd. MEM511ANE
rLASHING, OVER 4'x4'
ELF MEt
S -AD4-ERIW '115RANE
INSTALL FASTENERS (CLIPS,
IFLASWINd. OVER APPROVED
STRAPS, STAPLES) As
HOUSE WRAP.
REQUIRED TO SECURE
PIPE/ URE TO PP.011W.
4'x4'SELF-ADHERW. MEMBRANE
rLAfW4lWj OVER APPROVED
HOUSE WRAP.
FLASHW. To EXTEND ONTO PIPE
CONT� BEAD OF SEALANT
84-EATWW.
INSTALL APPROVED WOUSEWRAP AIR
WLTRATION BARRIER OVER
ELASTOMRIC COATIW2 OVER STUCCO/
C.v- FINISH (SEE TYP WALL SECTION)
SECTION PER FSC R?WAl
EA&Ior 4"T arid
Extd. U. of portlaw o—t pl"w
shW[ comply with ft application
mqulmo—w of ASTM C 926-12A.
InstallaMn of exterIor laftV and ftmkV
hall compty
�FIFE FENETRATION
T-N
LEGENIJ
DRAINAGE f=LANE (LUR5
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WR5 LAYER '*2 (FORTIFIBER
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METAL LATH
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OF.
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NOTE:
METAL LATH: LAT�4 TO 5E FER F5c:
R-103.6.1 / A&TM C;-a4l-O'3, MIN. 25 L55.
PER 5Q. YARD (UTILITY OR NOMINAL
LAT�4 DOES NOT MEET 6FECIFICATIONS)
A R C N I T E C T 8
GDesign
roulTin.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngmup.cm
L AA 0: OW3325
rOUDDIV. 8. Wr*4
SILVERADO
LOT 27
BLK 6
IPAOJNCT#
04128,000-02761
UODEM,
4EBB
1828—CALI"
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LEFT
PAGM
WALL
ASSEMBLY
DETAILS
IL'150 MPH EXP. B
ARCHrMOT'
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v
11/09/17
OCALM 1/4"=l'-O"
amalw
w I
BACKER ROD
BACKER ROD
WR5 LAYER -1,
STUCCO WRAP
INSTALL 6' SELF-ADWERIW.
MEMBRANE FLASHIWS OVER
TOP, SIDE(S) AND BOTTOM
FLAWGES OF: NON -MOVABLE
FRAME OF THE EXHAUST.
SEQUENCE OF FLASHING TO BE.
1. BOTTOM, 2. SIDES. 3- TOP
VENT CAP 16 TO 15E SET IN 5ED
Or SEALANT AT TOP A-40
SIDES ONLY. SEALANT 18 TO ISE
TOOLED 60 AS TO DEFLECT
WATER AWAY FROM JOINTS.
E-Z BEAD ALL AROL94D
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
APPLY SEALANT AT PERIMETER OF
NON-MOVA5LE FRAME AND STUCCO
ON ALL SIDES. V CAULKIW3 * JOINT
ALL AROUND
PER FBG R703.6.1
ExWrlor lahAno anif plastaft
Exterior use of portland cement plaster
shall comply with the applicallon
requirements of ASTM C 926-12A.
Installation of exterior lathing and framing
shall comply vAth ASTM C 1063-12A.
COD ED VENT
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WR5 LAYER '2, FORTIFIBER
SUILD1W. PAPER
WOOD SHEATHING
DRYER
VENT (FRAME.)
WOOD SHEATHIW.
WRB LAYER 01,
STUCCO WRAP
Wl!�B LAYER -2, FORTIFIBER
IBUILDIW. PAPER
WOOD
CONSTUCTION
—METAL LATH
a, CMU
VINYL CASW. BEAD
K", WRAISED MAND
VTO)j'MID-WALL
0
9,'WIDE STRIP SeLF
ADHESIVE FLASHIW., CLEAN
MASONRY DEPOW APPLYWG
Z FLASWR43
STONE VENEER
OVER SCRATCH COAT
HORIZONTAL WEEP SCREED
WZSTONE VENEER
(FRAME TO BLOCKI
LEGEND
DRAINAGE PLANE (WR5
LAYER *I, STUCCO WRAP)
WRB LAYER 02 (FORTIFIBER
BUILDING PAPER)
METAL LATIA X-X-X-X
STUCCO
5ELF-ADPE61VE FLAe44ING
NOTE:
METAL LoAT�4: LATH TO BE PER FBC
R103.ro] / 46TM C-a41-0S, MIN, 2.5 LB5,
PER 6Q. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICAT IONS)
ELEC. METEF
VERIFY LO
STUCCO
FINISH
&I SELF ADHESIVE
OVER TOP 4 SIDES
SELF
FL45HING
UNIT
PREMANUP. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT S
TOP 4 SIDES
DRYER VENT (BLOCK)
(@
BUILDING PAPER
OVER:QUICK
FLASH
PIPE THROUGH
WALL
6' SELF ADHESIVE
FLASHING (INSTAL]
PER MANUIF . SPEC41
BUILDING PAPER
UNDER 'QUICK FL4
A VENT PENETRATION
61-ALE: N.T.S.
STUCC".r SCRATCH COAT
4 1 COAT OF PAINT W/5ACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
- -
ELEC
VERI
AP
FLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
15OCYANOTE-POLYBLEND FOAM
-('GREAT STUFF' OR SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEG. WIRE PENETRATES
CONSTRUCTION
WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
WR5 LAYER *2, FORTIRBER
BUILDING PAPER
THIC<, 3 COAT CEMENT
PLASTER
'Ye' TO )/s' MID -WALL
WEEP 6CREED
ro' SELF-ADHESIVE
FLASHING
WOOD FRAMED
WALL
HORIZONTAL WEEP SCREED
(FRAME TO FRAM
. METER FIELD
FY LOCATION
PROvVE STUCCO SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COME50 OR METER CAN AND
DISCONNECT
ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WR5 LAYER M,
STUCCO IURAP
WOOD SHEATHING
APPROVED
HCUSEWRAP
BELOW
CUT SUCH THA
NO MEM15RANI
ENTERS BOX,
APPLY TO F4
EDGE
APPLY E-Z
OVER 9,0 MI
GRADE 'D'
FELT-rROvl
-SEALANT AT
JOINTS AND
INTERSECTIC
WOOD
CZNSTFOUCTION
a, CMU
11000 SWEATHIW3
WRIS LAYER 11,
STUCCO WRAP
WRB LAYER -2, FORTIFISER
BUILDING PAPER
METAL LATH
1/6, TEXTURED
FINISH - WOOD
�FASTEN TO WOOD STRUCTURAL
MEMBER . 1, OC. MAX
V To Jv MiD-WALL
6* WIDE STRIP SELF
ADHESIVE rLAS441W., CLEAN
MASONRY SEFOPM APftYIW.
FINISH - MASCNRY
HORIZONTAL WEEP SCREED
(FRAME TO BLOCKI
UAB LAYER M,
STUCCO WRAP
CUT 'X' INTO
SELF-ADHIERIN63
MEMBRANE PLAS44ING
APPLY SELF-ADWERIWG
MEMBRANE FLASHING
OVER 50XAND OVER
APPROVED WRB, LAYER
&TEF *1
APPLY 60 MIN
GRADE 'D' FIE
OVER
SELF-ADHERIWG
FLASHING OVER
APROVED
HOUSEWRAP
51EF *3
SELF - ADHERING
MEMBRANE FLASHING
WRIB LAYER f2, FORTIFIBER
BUILDING PAPER
&TEF *4
ELASTOMERIC
COATING OVER
STUCCO/ Cy. FIN15W
(SEE TYPICAL WALL.
SECTION)
METAL LATH
61EF #5 �5 T E F *ro
ELECTRICAL RECEPTACLE
A R C III I T E-C T 87N
6
Gas1%fte,
POO I n
In!
P.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 327W
10
PH: 407-774-6078
FAK 407-7744078
www.abdesigngroup.com
AA #: 0003325
"'o
U"Iv. 1107,
SILVERADO
LOT 27
BLK 6
I I
04128.000-02761
390DEMA
4EBB
"1828-CALI"
GARAGM OWING.
LEFT
PAGIW.
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHRECT,
STATE OF
1 11/09/17
I OCALM 1/4"ll'-f)"
WA2
ExT. WOOD
WOOD SHEATHING
WALL
WRIS LAYER -4,
STUCCO WRAP
W
SUB-rLOOR DECKWG
C K -
WOOD
WRE, LAYER -2, FORTIFIBER
CONSTRUCTION
BUILDING PAPER
PRE-ENGV TFW56
7'T
VHAT CHANNEL
J'THICK, 3 COAT CEMENT
WEATHER FM61STIVE
W/VTYPE 'X'DRYWALL
PLASTER
IE
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MAT14ER RESISTIVE
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7-
TO SHEATHING BEHIND WEEP $CREED
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WOOD SHEATHING
WPOSITIVE DRAIN
M E111 RIE8
J' THICK 3 COAT CEMEN v4RIEE
PLASTER
METAL LATH
WRB LAYER 7 _1
STUCCO WRAP
\,
WOOD SHEATHING
THICK, 3 COAT CEMENT
PLASTER
6' SELF- ADHERE IW.
AM&&-U,FtLr--IW
FLASWIWG WRAPPED
TOP OF WEEP SCREED
TO SHEATHING BELOW
WRB LAYER -1,
WPOSITIVE DRAIN
STUCCO WRAP
WRIB LAYER -2, FowirOER
1111 Q P 14 t",
r
.,r
NO GAP IN FIELD
BUILDING PAPER
(SWOUN FOR CLARIFICATION Or
SEPARATE ACCESSORIES ONLY)
WSIELF-ADWEREINGG
WIRE, LAYER -1,
FLASHINd. WRAPPED
STUCCO WRAP
* COWER OF CANTILEVER
AMICO AMbib-WFWC-'lW
CUSTOM CASING BEAD
1�_ 4'POSITIVS DRAIN
WEEP 5CREED
No GAP IN FIELD --/
(SHOWS! FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
CASING BEAD
DTL.(& CANT.
NOTE -
METAL LAT�4: LAT�4 TO BE f-ER F5C
R103.&J /,45TM G-a4l-O'B, MIN. 2.5 L55.
f=EfR 5Q. `IrARI) (UTILITY OIR NOMINAL
LATH [)OE6 NOT MEET 6f=ECIFIGATIONS)
WOOD CONSTRUCTION
WEATHER RESISTIVE
BARRIER -1
i RESILIENT WEATHER RESISTIVE
�T CHANNEL BARRIER -2
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
5/6' TYPE. 'X* DRYWALL
W/TEXTURED 4 PAINTED
WOOD SHEATHING
I
THICK, 3 COAT cEmE T
(2) 2xI2 HEADER
�r
PLASTER —
4' POSITIVE DRAIN
WEEP SCREED
VINYL CASING BEAD --- Z_ NO GAP IN FIEL12
(SHOWN FOR CLARIFICATION Or
SEPARATE ACCESSORIES ONLY)
DRIP EDGE
INSTALLATION
WOOD CONSTRUCITON
WEATHER RES�ST�VE
BARRIER -1
WEATHER RES ST VE
BARRIER -2
CASING BEAD
4
5
THICK, 3 COAT CEMENT
Ll
PLASTER
5/8' TYPE X - DRYWALL
-X' D
METAL LATH
W/TEXTURED I rA
:D P INTED
"TED
WOOD SHEATHING
THICK�, 3 COAT CEMENT
WEADERABEAM
PLASTER
/- VINYL CORP. 4'
VINYL CORNER BEAD POSITI)dg DRAIN
VINYL CASING BEAD :W,40�GAP IN FIELD
(SHOWN FOR CLARIFICATION Or
SEPARATE ACCESSORIES ONLY)
@DRIP EDGE INSTALLATION
EXTERIOR GRADE
DRY WALL
J'TWICK, 3 COAT CEME
PLASTER
VINYL CORNER BEAD
@PC A N� IT 1IL E �VE R�D R �IP
to EDGE
LEGEND
F_)fR,4IN,4GE f=L,4NE (WR5
L,4'T'Ef;R 1*1, STUGGO WRAP)
WR5 L,4TEf;R 02 (FORTIRIBER ------
BUILDING f=,4f=>ER)
METAL LAT�4 X—X—X—x
5TUC:C:O L . --.A__,_ _e -1
WOOD SHEATHING
SELF-ADHE61VE FL,45HING — — — — —
COLUMN SHEATHING
P,
'ESISTIVE
'I
AIAEZ
FINISH LAYER (2 LAYER
3' X 3' 2r. GA. GALv.
METAL DRIP EDGE
WEA4ER RESISTIVE
BARRIER -2
PEEL 4 STICK)
SET IN FULL BEID or
0
6' PEEL 4
MIN,
SPACE F DRIP
61 SAP.
PEEL 4 STICK
STICK * DRIP
EDGE TO
FACE TO TREX
00
1 Ya'.3' VFLASWING
DECK
FULLY EMBEDDED
0
IN ROOF CEMENT
I V X 3' 2r. GA. GALV.
Y4'GAP FOR BACKER
METAL DRIP EDGE
I X'XI -/,' P.T. OR SIMULATED
ROD 4 SEALANT
Y4, GAP FOR BACKER
SET IN FULL BED Or
WOOD (TREX) FILLER,
ROD 4 SEALAN
bEALANT,Jj'MIN.
SPACE FROM DRIP
CONTINUOUS
YL CASING BEAD
I
FACE TO TREX
WEATHER RESISTIVE
WATER PROOFING let
WEATHER RESISTIVE
BARRIER -1
LAYER (2 LAYER PEEL
BARRIER 01
WEATHER RESISTIVE
STICK) WRAPPED FROM
WEATHER RESISTIVE
WATER PROOrl III t
BARRIER -2
BALCONY DECK TO
BARRIER 2
LAYER(2LAY EL
EXTERIOR COLUMN
CANTILEVER
4 STICK�
COLUMN swEATWINd.
W PEEL 4 5T ICK 0
DECK MEMBIRANE,
DRIP EDGE TO DECK,—
EXTEND OVER DRIP
\PEEL A STICK
—
'XI
6' SAP.
Sm FLOOR
EDGE
V IFLASWINd.
3'X 3' 26 GA GALv.
SUS FLOOR
ULLY EMBEDDED IN
METAL DRIP EDGE
ROOF CEMENT
IR PAT
4 PT OR SIMULATED
'SET IN FULL BEV Or
SEALANT,)i MIN.
. ..... .. M_
]J'2'X 3' 2 r. GA. GALV.
METAL DRIP EDGE
Woor X) FILLER,
SPACE FROM DRIP
FACE TO TREX
I)2'XIVP.T. OR SIMULATE
SET IN FULL BED OF
CONTINUOUS
�! M 'M
WOOD (TREX) FILLER
SEALANTjJ' MIN.
YA' GAP FOR BACKER
VINYL CASING BEAD
CONTINUOUS
FROM DRIP
ROD 4 SEALANT
WATER PROOFING lot
Y4' GAP FOR SEALANT
,FACE TO TREX
FINISH LAYER (2 LAYER
LAYER (2 LAYER PEEL 4
OPT. BACKER ROD.
7HAT
PEEL 4 STICK)
STICK) WRAPPED FROM
MODIFIED W
WATER PROOFING 16t
3/4 RESILIENT
BALCONY DECK TO
LAYER (2 LAYER PEEL 4
HAT CHANNEL
CANTILEVER
3/4 RESILIENT
RE
STICK) WRAPPED FROM
VINYL CA51NG BEAD----\
THICK, 3 COAT CEMENT
CHANNEL
Y DECK TO
PLASTER
VINYL CASING BEAP--\
CANTILEVER
METAL LATH
lk
J' THICK, 3 COAT CEMENT
*X'D L
5/0' TYPE X. >RYWALL
WOOD SHEATHING
PLASTER
W
'D ' P Tr
71N 2L>
UJ/TEXTURED 4 -AINTED
WEATHER RESISTIVE
BARRIER -1
5/5, TYPE 'X* DRYWALL
METAL LATH
WEATHER RESISTIVE
W/TEXTURED 4 PAINTED
WOOD SHEATHING
J'THICK, 3 COAT CEMENT
BARRIER -2
FINI sw
PLASTER
; 4' POSITIVE DRAIN
THICK, 3 COAT CEMENT
4' POSITIVE DRAIN
SCREED
VINYL COFNER BEAD
WEEP SCREED
PLASTER
LLEEP
F
VINYL Caw. BEAD ,��P N r
VINYL CX>RNER BEAD (SHOWN FOR CLARIFICATION Or
(SHOWN FOR CLARIFICATION OF:
VINYL CASING BEAD SEPARATE ACCESSORIES ONLY
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP
EDGE INSTALLATION
0
BALCONY DRIP
EDGE INSTALLATION (R COLUMN
@ I
(W/"L" FLASHING)
2x FRAMING MEMBER
J' THICK, 3 COAT CEMENT
PLASTER
CORNER DEAD
FASTENED TO SHEATHING
0 11 O.C. MAX.
UJRB LAYER 01,
STUCCO WRAP
WOOD SHEATHING
METAL LATH
WRIB LAYER 02, FORTIF15ER
BUILDING PAPER
1/2
(FASTENER 4 SPACING is 'I" O.C.)
Cmu
%' THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
WOOD SHEATHING
WRB LAYER "l,
STUCCO WRAP
WRIB LATER -2, FORTIFIeER
5UILDING PAPER----,,
METAL LAT14
J' THICK, 3 COAT CEMENT
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DRIP CAP
WINDOW FLANGE
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JRB LAYER 01,
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WR5 LAYER 02, FORTIFIBER
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(E XpL DEC> J' THICK, 3 COAT CEMENT
V Ew F PLASTER
CLARITY)
WR5 LAYER 02, FORTIF15ER
BUILDING PAPER —
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J' THICK, .3 COATr-Et
I-LASTER
ro"SELF- ADHERING
FLASPING —
DRIP CAP
__ J_L
LUINDOLU FLANGE
CASING BEAD 0S) WINDOW
(FRAME, NO BAND)
r A R C N I T E C T 3
G r MDe 11 n
bSO.
1
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1441 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX, 407-7744078
www.abdosigngroup.com
AA #: 0003325 J
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PAGM:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B 01
AM Will
F, DATXL. 11/09/17
BCAZJM 1/4"=f-0"
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WA3
:2� � I
A R C N I T E c T 8-1
WOOD SHEATHING
WRB LAYER 01,
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WRI5 LAYER 02, rORTIFIBER
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METAL LATH
J' THICK, 3 COAT CEMENT
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WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
WR5 LAYER 02, FORTIFIBER
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METAL LATH
J" THICK, 3 COAT CEMENT
.(EXPLODED
VIEW FOR PLASTER
CLARITY)
WR5 LAYER 01,
STUCCO WRAP
WRB LAYER -2, FORTIFIBER
BUILDING
METAL �ATH
J'THICK, 3 COAT CEMENT
PLASTER ----
ro 'SELF -ADHERING
FLASHING
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CAS A
(15C (FRAME, W/BAND)
WOOD 5HEATHINC-i
METAL LATH
WRI5 LAYER 01,
STUCCO WRAP
WR5 LAYER 02, FORTIFIBER
5UILDING PAPER
J" THICK, -3 COAT CEMENT —
PLASTER
vINYL ANGLED
CASING 5EAD
VINYL CASING BEAD
)'�' GAP TYP
CASIN5 BEAD
TO TRIM
IX TRIM MEMBER
im STUCCO TO —
SIDING TRANSITION
SIDING -7
WOOD 6HEATHING
STUCCO WRAP
J' TH ICK� 3 COAT CEMENT
PLASTER
METAL LATH
WIM LAYER 02, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
WRIS LAYER -1,
STUCCO WRAP
\-- CASING BEAD
— ro' SELF-ADHEREEING
FLASHING OR PEEL 4 STICK
SIDING T
0 STUCCO
THICK, 3 COAT CEMENT
SEALANT PLASTER
METAL LATH
7 -7
V.
WINDOW FRAME WRB LAYER 02, FORTIFIBER
TV . .......... — ---- - - ---- - BUILDING PAPER
E-Z BEAD VINYL CASING
(W/3/a' FLEXIBLE PVC BACKER ROD)
71i
WRIB LAYER 01, STUCCO WRAP,
WRAPPED AROUND FRAMING
MEMBER
ro' SELF ADHESIVE FLASHING
WOOD SHEATHING
2X FRAMING
WOOD CONSTRUCTION
MEMBER
DETAIL BELOW EXPLODED
BEYOND
WOOD SHEATNII
FOR CLARITY
WEATHER RE IOTIVE
BARRIER 'I
MATHER RESISTIVE
-2
ISAFMIER
%LA
J.�?�IaY ALP 6101w WSELF-ADWEMN5.
---------------------------------------
--- -- - ------------------------------------------
I FLASHINd.
WSELF-ADHERING. <
FLASHIW. MATHER RESISTIVE
rAFI TYF THICK, 3 COAT CEMENT
�ko
BARRIER M
CASING 5EAD PLASTER
STARTER STRIP MATHER RE ISTIVE
BAWER -2 5
SEALANT
TO WINDOW METAL LATH
OR SELF-AD14ERNG
EAFCAULK
OPEANII FLASWINd.
GALV'O METAL
sAL V METAL
C VID MET 71 FLASHING
WR5 LAYER 02, rORTIFIBER
.1. ILASHWS
OR
BUILDING PAPER
U, SITIULATED
WINDOW FRAME
TRIM MEMBER
WOOD SHEATHING
STUCCO CA61I v
MEMBER
rTRIM
BEAL GAP WICAULKIN6,
APPROVED SEALANT
cOlt
57UCCO CASING,
5EAa
SIDING TO STUCCO
x
WRB LAYER 01,
BLOCK TO FRAME
STUCCO WRAP
7
r.' WIDE PEEL 4 STICK
WINDOW FLANGE
A.
OVER FLANGE
NOTE:
METAL LATH: LATH TO 5E PER F5C
R7103.ro,l /ASTM C-841-013, MIN. 2.5 L58.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
Wf;RB LAYEfR 01,
Rioal`c;_ -,-- -
5TUCCO WRAP
L�JOOO SHEATH
MATHER RE61SIT"
BARRIER -1
MATMER, RESISTNS
WR5 L,4TER *12, FCI;RTIF15EfR
-Ew 2
k6Xl LAP$10111
F"AL
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WSELF-ADWERNG
FLASWII
METAL LAT�4
STARTER STRIP—
_— TI" THICK, 3 COAT CEMENT I SEAL OPENINS
(EXPLODED GALVV METAL
.Z, FLA844W
vIEW FOR f-L,45TEIR
I =dll eff-UL.
CLARITY) TRIM ME
CASING BEAD Ca-) RAISED
17A BAND (FRAME)
�e CALE: 11/2";sV-0-
(W/%- FLEXIBLE Pvc.
.!ACKER Row
S-El".E!, =11.
FLASWIW. —
MATHER
BARRIER
WEATHER
BARlIbER
6* SELF�ADHERIW.
FLASHING.
MATHER RESISTIVE
BARRIER -1 TO LAP
WMIN. ABOVE T
OF WFLASWIN5.
L
MATHER, RESISTIVE
o BARRIER 'I
MATHER RESISTIVE
BARRIER -2
GAL V METAL
FLVASHIM.
Olt
MATHER RESISTVE
BARRIER -1 TO LAP
WMIN. ABOVE TOP
or w rLAswiw.
--I 'X 6' 61MLATED
TRIM MEMBER
-1. eaL ADHEMW.
U SEAL CAP WCALLIKING.
t OR APPROVED SEALANT
MATHER RESISTIVE
BARRIER 'I
SIDING TO STUCCO \-WEATHER—ISTIvE
BARRIER -2
0 FRAME TO FRAME
@ TRANSITION
rm-Z 5EAD VINYL CASING
2X FRAMING (WI -Ns' FLEXIBLE PVC BACKER ROD�
MEMBER -APPLY FULL BED Or SEALANT BETWEEN
BUILDING FLANGE 4 BUILDING WRAP
WRAP
---------------------------------------------------------------------------------------------
���E Z�B�E A�D �W I �ND �OW�C�A S �IN �G
LEGEND
DRAINAGE PLANE (WR5
LAYER 01, STUCCO WRAP)
WR5 LAYER 02 (FORTIFI5ER
BUILDING PAPER)
METAL LATH X—X—X—x
STUCCO
6ELF-ADHE51vE FLASHING — — —
e
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LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #. 0003325
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04128.000-02761
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LEFT
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WALL
ASSEMBLY
DETAILS
150 MPH EV. B
v
F-prauT
DATA 11/09/17
8CALM 1/4"=f-0"
PEW=
WA4
CUT WOUSEM
AT 45* ANGLE
MODIF ED III CUT -
r
IN HOUTEWRAP
LINE OF LUINOOLLI—
OPENING
APPROVED WOUSEILURAP
OVER SHEATHING OVER
LLID STUD WALL
STEP I
INSTALL
SELF-Ar,
FLASHIlt-k
NAILING
JAMBS
XTEND
I� BELOLL
FLEX15LI
DO NOT
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TEMPORARILY
FOLD -UP 4 SEC
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at HEAD
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IN AT JAMISS 4
SLOPE SILL R
INSTALL 6'
SELF-ADHE
FLASHING t
VINYL WEAI
FLASHING (
DAMW NAIL
FLANGE
EXTEND
SELF-ADHE
FLASHING I
BEYOND J,
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INSTALL At
CAP
ALIGN FLASHING
tLV INT. EDGE OF:
SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGE& (CAP
NAIL$, 5TAPLES)
INSTALL DUPONT
FLEXURAP AS TI-
FLASHING AT TI-E
FOLD
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WINDO
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VER DRIP CAP
ECTO-WRAP
EQUIV�
WINDOW FLASHING
INSTALLATION DETAILS
(FULL WRAP)
&C,4LE- NT6
STEP 9
INSTALL
PLUMB, L
AND SOL
MANUFAC
WR TTEN
Nszl
A" Ly
Pp
RANE
FLASHING
OVER JOINT
NOTE,
1. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY
THE COMPATIBILITY OF: ALL PRODUCTS INCLUDING
HMSEWRAP, SEALANTS 4 SELF-ADWERW.
FLASHING MATERIALS USED DURING CONSTRUCTION,
2. INSTALL ALL MATERIALS PER MANUFACTURERS
UJRITTEN SPECIFICA71ONS
WARNING: SEALANTS MAY REACT ADVERSELY IF NOT
C40MPATIBLE.
NOTE:
CLEAN AND SEAL JAMB TO SILL JOINT$ WITH
DOW IISS FOLLOWIN5 COMPLETION Or
ExTERIOR RETROFIT WORK
NOTE:
REPAIR SCHEME -144OUN $HALL BE
IMPLEMENTED AT ALL WINDOWS WITH
EVIDENCE OF WATER INTRUSION BELOW TH
WINDOW OPENING
DERIMETER Or IND
---"N
r A 2 C N I T E C T 8
G r ZOUSP0.2.
1441 N. RONALD RFAGAN BLVD.
LONGWOOD , FL 32750
PH: 407-774-6078
FAX 407-7744078
www.abdeslgngroup.com
AA #,. OOD3326 Jj
J",
-'7
0-BUDDIV. a. Lo
SILVERADO
LOT 27
BLK 6
IPROJWT#
04128.000-02761,
mopmu
4EBB
1828-CALI"
GAXAGM DIM90:
LEFT
PAGA
WALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
% 150 MPH EXP. B,,,
- - ----- - ------------------ - --- ------ -
2X(o 6UB-5ANb
W/I'x4' NOTCH a
------------------------------------- - END, WRAPPED IN
PEEL 4 STICK
DRIP EDGE
r
METAL FASCIA UJRAP__�
-116' TEXTURED I
I
FINISH 0 WOOD
'I I/al 1/2' TEXTURED
FINISH tv CMU
2xib SUB BAND--/
METAL FASCIA
WR14F Ye" FROM
FROM
STUCCO, I
V ------------------ WOOD WALL
--------------
FLAN 5
\—EXTERIOR WALL
(FRAME OR CMU)
NOTE NOTCH FOR 2X(o
SUB 5AND ONLY i KICK OUT REMOVED
FOR CLARITY
'01, ROOF DECK (5EYONI--))
7;
EDGE, I' OFF WALL
VNOT INTO STUCCO)
rZ)ELEVATION
FLAN A
11/8' TEXTURED FINISH 0
WOOD, 1/2' TEXTURED
FINISH a CMU
_2xro SUB -BAND Wll'x4' NOTCH s
END, WRAPPED IN FEEL 4 STICK
METAL FASCIA WRAP I' OFF
WOOD WALL, SUB BAND 2'
OFF WOOD WALL
PRE-ENGD TRUSS TO BE CUT tv
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2'x4'x4'-V
SCABBED TO TRU55
W/12d NAILS ro'-8'
O.C. MAX.
2x 5LIB-BANO WIV2'x4'
NOTCH -s END
METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
116' TEXTURED
FINISW 0 ujoi
1/2, TEXTURED
FINISH . CMU
METAL LATW
SWEATHIWG
OR Cmu
\-MRIB LAYER -1,
STUCCO MAP (FRAME ONLY)
\\--WRB LAYER 02, FORTIFIBER
BUILDIW. F-APER
(FRAME ONLY)
ROOFi CEMENT
DRIP EDGE
METAL KICK OUT
SUB BAND DETAIL 0) WALL
�3
x x x
x x x x
x x x x x
x
x x x x x x
x x x x x x x x x x x x
x x x x x x x x x x x x x
x x x x x x x x x x x x x
x x x x x x x x x x x
x x x x x x x x x x
x x x x x x x x x x
x x x x x x x x
x x x x x
SUB BAND DETAIL @) WALL
W/KICK-OUT
FRAME OF, CMU
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4' A50VE BOTTOM OF
DRIP EDGE
2x SU5-BAND
WA�'x4' NOTCH ID
END, WRAPPED IN
PEEL 4 STICK
*ROOF CEMENT o
ROOF EDGE
OMITTED FOR
CLARITY
FR14ME OR Cmu
WALL KICK -OUT FLASHING
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN, Y4' ABOVE BOTTOM or
DRIP EDGE
2x SUB-5AND
WIV2"x4" NOTCH Q
END, WRAPPED IN
FEEL 4 STICK
-ROOF CEMENT -a
ROOF EDGE
OMITTED FOR
CLARITY
A A C IN I T E C T I
r'loal n
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9up
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
III AA t. 0003325 1
F-mi at &OTO
SILVERADO
LOT 27
BLK 6
PROJECT#
04128,000-02761
MODM-
4EBB
"1828-CALI"
GARAGM BWDM:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS:
SUB -BAND
v, 150 MPH EXP. B
ARCHMECT.-
STATE OF:
I
plavi
pA= 11/09/17
NCALM 1/4"I'-f)"
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