HomeMy WebLinkAbout6378 Silverado Ranch Blvd4EBB
A� 1828-CAL199
12602 TELECOM DRIVE, TAMPA, FL 33637
Tel: (813) 740-9720 Fax: (813) 740-9715
• STATE OF FLORIDA
DESIGN
CRITERIA:
ABBREVIATIONS
•FLORIDA BUILDING CODE, RESIDENTIAL,
ABV
ABOVE
LAY.
LAVATORY
CERTIFIED BUILDING CONTRACTOR:
5TH EDITION (2014)
A/C
AIR CONDITIONING
LUM.
LUMINOUS
• ALL LOCAL AND STATE CODES
AT
ALr,
ADJUSTABLE
ALTERNATE
In
10R.
MEDICINE CABINET
MANUFACTURER
D.R. HORTON HOMES
BOARD GE
IMUM
.00CUPANCY -RESIDENTIAL,
GROUP R3
BD
Mm.
MOUNTED
12602 TELECOM DRIVE
•CONSTRUCTION TYPE -
VB
CRAB.
CABINET LINE
NTS.
NOT TO SCALE
TAMPA, FL 33637
•MIN. INTERIOR FINISH -
CLASS B
�_
PAC
O.C.L
PROP
• BASIC WIND SPEED -
Vult=150 MPH
LINE
TEL: (813) 740-9720
Vasd=116 MPH
CONC.
CONCRETE
P.B.
PH.
PUSH BUTTON
PHONE
FAX: (813) 740-9715
:EXPOSURE -
B
CPT.
C.r.
CARPET
CERAMIC TILE
PLT.
PLATE
•1-STORY RESIDENCE
D.
DRYER
PLYWD.
PLYWOOD
• 2-STORY RESIDENCE -
MAX. HEIGHT AS PER LOCAL
AND STATE CODES
DBI.
D.G.
DIA.
DOUBLE
DUAL GLAZED
DIAMETER
P
P.P.T .
R.
PAIR
PRESSURE TREATED
RISER
DIM.
DIMENSION
BAD.
RADIUS
• STATE OF FLORIDA
DLSP.
DP.
DISPOSAL
DEEP
R.A.C.
REF.
RETURN AIR GRU.L
REFRIGERATOR
PROFESSIONAL ARCHITECT:
os.
DOWNSPOUT
R..
ROOM
ROUGH OPENING
ROLAND A. ABOUCHACRA
DD.WI.
ETAIL
D. DISHWASHER
S.D.
S.H.
SMOKE DETECTOR
SINGLE HUNG
AR NO. 93723
EA.
ELEV.A.
EACH
ELEVATION
SITHG.
Sm
SHEAATiHING
SHOWER
SQ.FT.
CALC.'S
EQ.
EQUAL
ssm.E70'EWOR
SIMILAR
A.B. DESIGN GROUP, INC.
E%T. ff
UMMOEXHAUS
SL
SLIDING
1&28430 SQ. FT.
F.G./FX .
FU(EDEL GLASS
SL cL
SIZING cuss
1441 NORTH RONALD REAGAN BLVD.
GARAGE
GARAGE
430 SQ. FT.
F.G.
FUEL CAS
��
STANDARD
LONGWOOD, FLORIDA 32750
LLAANNAI
SQ. FT.
FIN.
PLR.
FL
FLOOR
sWs
SHEAR WAIL
SHEAR
Ira
FLUOR.
FLUORESCENT
SC
SOLID CORE
Tel: (407) 774-6078
TOTAL
2362 50. FT.
FR. DR.
FRENCH DOOR
TEMP.
TEMPERED CLASS
Fax: (407) 774-4078
�.
GA.
GAUFOOGE
GAUGE
T.O.C.
T'O.
HICK
TOP OF CURB
TOP
GAR.
GARAGE
T.O.P.
TOP OF PLATE
CAR. DISP.
GARBAGE DISPOSAL
T.O.S.
TOP OF SLAB
G.F.I.
GROUND -FAULT CIRCUIT
� UPTER
TYP.
U.N.O.
TYPICAL
�3 NOTED
SE
PLAN REVIEW
CL.
GYP. BD.
H.B.
H.C.
HDR.
HGT. OR HT
INSUL.
GYPSUM BOARD
HOSE DID
HOLLOW CORE
HEADER
HEIGHT
INSULATION
V.P.
W.
W/
WD.
NOW
W/H
VAPOR PROOF
WAS
WITH
WOOD
WINDOW
WATER HEATER
ATE
CHECKED BY:
7 OS 15
J.M.-FBCR 2014 CODE UPDATE
INT.
INTERIOR
W.I.
WROUGHT IRON
REVISIONS
REV. I DATE DESCRIPTION
FINIW FLOOR ELEVAMN SHALL
COMPLY WITH ENGiNEEIDWIG)�;
AI . OR CITY Of ZEPI4YRHI1-1:S
p_,o
(� #
"\ �1 VIEW
DATE:r1TY0FZEPHY(jiRBUiLDIFO/
ry
l
BUIL DLNG S -:AIL CGNaPLY @%'ITN
A;l.. Al^ LICAr*1„f MJILDING,
ELEL i rUCAL, PLUN-,'BFP• G AND
MECHANICAL CODES.
INDEX OF DRAWINGS
SHEET # DESCRIPTION
PG CI -COVER PAGE
PG GN-GENERAL NOTES
PG 1 -FOUNDATION PLAN
PG IA -DOWEL PLAN
PG 1B-LINTEL SCHEDULE
PG 2 -FLOOR PLAN
PG 3D-ELEVATION "D"
PG 3D.2-WALL ASSEMBLY ELEVATION "D"
PG 4D-FRAMING PLAN ELEVATION "D"
PG 4.1-CONNECTOR SCHEDULE
PG 5-ELECTRICAL PLAN
PG 6-MECHANICAL PLAN
PG DI -MONOLITHIC FOUNDATION DETAILS/SECTIONS
PG D2-MISC. DETAILS
PG D3-MONOLITHIC 1-STORY SECTIONS
PG D4-MONOLITHIC 2-STORY WALL SECTIONS
PG D5-MISC. DETAILS
PG D6-PRODUCT APPROVAL LISTING
PG D7-WATER PROOFING DETAILS DETAILS
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
ARC R I T E C T E
GDes�n
rou Fna
Ai N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.mm
AA #: 0003325
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P'IOJECT
04128.00 —02001
MODEL:
4EBB
"1828—CALI"
GARAGE 8'wmG:
LEFT
PAGE:
COVER
PAGE
150 MPH EXP. B.
ARCHITECT
STATE OF FLOPoDA
• P � D09/19/1.
SCALE: 1/4"=1'- O"
SI1MET
C1
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH
EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS;
A. FLOOR LIVE LOADS R301.5 (PSF)
1. SLEEPING ROOMS
30
It. ATTICS N STORAGE
20
Ill. ATTICS NOUT STORAGE
10
IV. POOLROOMS
75
V. BALCONIES AND DECKS
40
Vt. STAIRS
40
VII. ALL OTHER ROOMS
40
B. FLOOR DEAD LOADS R301.4 10 (PSF)
C. ROOF LIVE LOADS R301.6
1. **MtNIMUM 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--1 50 MPH, VASD= 116 MPH
11. EXPOSURE CATEGORY B
Ill. WIND DIRECTIONALITY FACTOR (KD) 0.85
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS to.18
V. RISK CATEGORY 11
9. EXCAVATIONS TO BE A MINIMUM OF 3'_ O"BEYOND NEW FOOTING LINE.
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION ASPER ALL LOCAL AND STATE REQUIREMENTS.
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION
OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING
JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
12. SUMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS,
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUNI AGGREGATE SIZE SHALL BE
4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED Y4.
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07)
E. APA - THE ENGINEERED WOOD ASSOCIATION:
1. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, LINO.
Fb = 1,500 PSI Fv = 175 PSI E = 1,600,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 2"SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R807 1.8. OF THE FBCR 5TH EDITION (2014).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116"OSB EXPOSURE-1 OR 1/2"CDX PLYWOOD SHEATHING.
PROVIDE PANEL -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 SHAJ_L BE 518' COX PLYWOOD. 518'CDX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16"ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING
OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
10. FLOOR SHEATHING SHALL BE APA RATED/' SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH
9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
EDITION (2014).
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16'OSB EXPOSURE-1 OR 1/2CDX PLYWOOD SHEATHING.
MASONRY
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24"AND THE MINIMUM AREA SHALL BE 8 FT . SQ.
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
PROVISIONS OF TMS 402 1 ACI 530 / ASCE 5.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE
2. CONCRETE MASONRY UNITS SHALL BE GRADE 'N'TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD
ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm = 1500
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
PSI.
POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.
S,HAU_ BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
CONSTRUCTION.
5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
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) R30251: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES
SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK,
OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W1 A SELF -CLOSING DEVICE PER R307.5.1.
3. PER FBCR 5TH EDITION (2014) R302.52 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 1' MIN. RIGID
NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE,
4. PER FBCR 5TH EDITION (2014) R302.6 &TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS AT -TIC
AREA BY NOT LESS THAN % -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THAN Y�INCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
I . REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS,
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE
CONFLICTS WITH SITE WORK NOTED HEREIMSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON
AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED
OTHERWISE.
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING.
6. ALL BACKFILLAT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND
COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO
THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
4. MORTAR SHALL BE TYPE M OR SIN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS,
CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY ACCORDANCE WITH ANSI A58.1-1982.
VARY BUT IT SHALL NOT BE LESS THAN Y4 INCH AND NOT MORE THAN 3/ INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1
FOR MORTAR JOINT THICKNESS TOLERANCES. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
THE ANSIlTPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
A PD- 1 1 DC I� A-D-C -TU -A- OD-C-1-0 -D EAD -V DOI SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240.
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2. OF THE FBCR 5TH EDITION (2014).
7. FILL CAMU CELLS SOLID NTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
8. MASONRY WALLS SHALL BE LAID INA RUNNING BOND PATTERN OR, IFA STACK BOND PATTERN ISTO BE USED 9 GA. LADDERTYPE
HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT `115- 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 318A.
Z 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 TOASTM A185. LAP
SIDES AND ENDS A MINIMUM OF 12'. LOCATE WWF T FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3'-0".R506.2,5(2)
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR UNTEL
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25.
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25"WHEREVER POSSIBLE.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH -3-
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
1. #5, W31 OR D31 AND SMALLER 2'
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
1. #11 AND SMALLER 3/4'
D. BEAMS,COLUMNS:
1. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS I
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
17. THE CONNECTIONS FOR ALL 11MBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS
NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF 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).
PLUMBING
1 , SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX 'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITHW AMAFUEX.
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 RIDGES.
7. SIZE AND LOCATION OF CLEANOUrS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014).
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014).
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH
EDITION (2014).
EXTERIOR WALL COVERINGS
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR
COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301,2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS
SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
TIMBER WERIOR FINISHES
1 . ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK,OVER FRAMED WALLS APPLIED OVER
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, 1/2"THICK,
B. NATIONAL FOREST PRODUCTS ASSOCIATION: WHERE APPLIED OVER MASONRY OR CONCRETE.
1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-06.
2-STORY GYPSUM BOARD
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 07/15115
A R C H I T E C T $-I
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LEFT
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GENERAL
NOTES
%t5O MPH EXP.
ARCHrrr=CT-
STATE OF FLONDA
N
r_pRn4T
IDATIC- 09/19,
SCA=: 1/4"=l'-O"
skrm=
G -k
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A R C H I T E C T S
2' VTR
i 2' I \& 1/2'
(-1 1/2' \
\
�1 1/2' � \ WC I \l
I 2.
LAV �I I/2 3' I
I I
2' SHUR I _, 1/2,
KITCHEN
SINK W/
2' VTR
AUTO VENT
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2�
I I/2i.�
I I/2'��2�1
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II 7:
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0'-0' ELEv.
I
I
FIN. CONC. SLAB
DI
4' GONG., RE INF. W/ 6'x6'
I
W1.4XW1.4 WWM ON 6-MIL POLY-
ETHYLENE VAPOR BARRIER ON
L
WELL -COMPACTED CLEAN FILL
TERMITE TREATMENT SHALL BE
BORA-CARE
•I
�
I
I
SLAB
DI
J-2
+_f }11C IDI/2'
---
HB■
4' GONG. j{
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1
■
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I
BOLLARD AS REQ.
%
5
PER BLDCs. CODE
DI
EXTEND END OF PVC.
HASE UP 12' ABOVE
7r
—
COND. CONC. PAD
OPT. LOCATION -
EXPRESS HOMES
REPRESENTATIVElu
TO FIELD VERIFY O
I
I
8
D I
4'
■
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■
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8
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I
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Imo' ri I
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■
oL 0'-0' ELEV.
FIN. CONIC. SLAB
I
FOUNDATION PLAN
NOTES:
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
- FLOOR ELEVATIONS AT REQUIRED EGRE56 DOOR SHALL
MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TH
EDITION (2014).
14'-0"
24'X24'XI2' CONC. I
P5 AD W/3-BARS
E. ON CHAIRS
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LEFT
PAGE:
FOUNDATION
PLAN
150 MPH EXP. B
ARCHrrECT
STATE OF FLORIDA
I
SECURE STRAP TO
UNIT W/ (2) �'8xl I/4 I///
A/C SHT MTL SCREWS
UNIT SIMP50N WB ROLL
STRAP OR EQUAL
AR N09372�3�AC
SECURE STRAP TO
CONC. CONC. W/ (2)-3/16'X2' Pik
SLAB TAP-CONSE 09/19/16
A/C CONNECTION '°"l'o: 1/4•"-1'-O"
TO PAD DETAIL HIMIT
NOTE: MAIN CONp. DRAIN 3/4' DIA,
OVER HEAD • 12' FROM STRUCTURE JJJLLL
DOWEL PLAN
A R C R I T E C T E
6
Design
Grou a
AI N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
www.abdesigngmp.eom
AA #: 0003325
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PAGE:
DOWEL
PLAN
k.150 MPH EXP. B
r ARCHRECT
DP � 09/19/16
SCALE: 1 /4"= l' - 0"
IA
r A R C H I T E C T 8
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
SAFE LOAD POUNDS PE
T-10'(SW) PRECAST
Bus
2231
31w6a e42m) PREMAIST
22BIll
4'-0'(48') PRECAST
tS&6
4'-&' (54') PIRWECAST
W-4' (64')FIRECAST
i2n
W-10'00') PRECAST
1,062
W-6-089 PRECAST
We
21TI
-1
11m6l rW�)PWCAST
143
.2
2-
2-1
W-4* (112') PRECAST
5&4
10-61(1269PIll
415
Sea
I'm
2s!'e
-
4�
ll'-4' (06I)PRECAST
362
'Its.
M3
SUI
W-0'(144')PRECAST
_531
WW"
2005
sell
411
15111
.m
I less
2se
2.16
-
2
I4'-0'0"')PREC4ST
21%
2
We
20
26ND
N.R.
Ale
310
22.
Np_
w
=-
-
4
M.
2~
U20
11'-4'(208'�
NIP
set
w
V-4' (2.S2') --
Np
teti
"s
"'s
'Its
NX
. ad
_=
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4CMMN*�
SAFE LOAD - POUNDS PER LINEAR F
-!E-
Vrr
rr
ma-'Imm-nr
�-2`r
2T
M-T
Ml
2T
al
V-6' (429 PRECAST
.�2T
43,54
52-
4'-C* (48') PRECAST
_LW
M Im
4'-&' (54') PRECAST
2040
_
s"
-
Is
5'-4' (64') PRECAST
nits'
2 -
-
- 1
-2
__
='-
5-Ad'(10-) PRECAST
2.
PRECAST
M
2-
M1.
m
I'-&' eW)PRECAST
kb�j
*24A
20�
282
1
04
*24
1 M16
242*
2W
W`*
%'-4' 012') PRECAST
uss-I
I-
21s
2
-L
*45
116s
2..
W-6-02W)PRECAST
ls�
mA
-.
-s-
-1
lwj
-i
m3.
D-
(1W)PRECAST
-
j
-2
2W
12'-O'eI44I)PRECAST
411.
454.
124j
938.
163.
1216%
twI.
_
,
418
�-111
.3-
02s
'"
is
14'-0'(I&S')FRECA5T
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124
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124'-O`(283-�_S�_
14,
2&1
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SAFF GRAVITY I OAn% FOR A" PIRFCAST.11" RFCF.�q OOOR 11.1 INTFI A
4-4-
SAFE LOAD - POUNDS PE 11 1�1jjT
4'-4- (521) PRECAST
ass
':,go eeit.
41�60 eb4*) PRECAST
IM. 2- -4
5'-S' (6115')PRECAOT
rite S`l6e
-'sn wu
V-10'(109PRECAST
--a6's tees 2.4 - -
1402-A J!
6'-S'(W')PRE=CAST
31w `6 1 `3a`v I
bess"i
1'-&'(S0')PRECAST
2- 1— -21
"in
OW) PRECAST
2.2.2
1 E I m 1 7-1.1; s- 450
rAFF UPLIFT LOADS FOR R' Pt / 2" RFCF�% DOOR 11-1 IWFI S
ICAEV-*�
SAFE LOAD - POUNDS PER LINEAR FOOT
mess-
4'-4' (52') PRECAST
2-
��l
-a
b-
4'-&' (54') PRECAST
(68*)PRECAST
.16
ae,
rl�
2.
2-.
-1
-S
-
..
2-
SI-10'(101) PRECAST
sea
iWl.
M,l*.
2251i��
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M
11416
22"
1 M3
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2
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18
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0
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3068 306
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36'. E'FG
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2) 3052-SH
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a
a
LINTEL SCHEDULE
4C^ZT-44Rf7W LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L 1
L2
4'-W
Mr-051IT
L3
1._'.
2FIrb-11SAT
L4
11'-4'
&-16-15AT
L5
V-4-
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L6
11-1.
8F24-115/IT
L'I
4--l'
SF6-15/T
Al DOOR ASSEMIBLY, 50TTOM Or LINTEL 0 S'-O' APP,
L S
NOT USED
LS
NOT USED
L 10
5'-8'
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LINTEL SET S' MACK FROM FRONT Or HOUSE
I L 11
INOT USED
I L 12
1
INOT USED
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PAGM:
LINTEL
SCHEDULE
150 MPH EXP. B
(CAST-CRETE)
ARCHrrECT:
STATE Of= I=LORIDA
NOTE r, L 0
THE LINTELS MAY BE SUBSTITUTED LUITH LINTEL6 FROM ANOTHER
MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR
GREATER CAfACITY THAN THE vALUES STATED
`sRl!iS4R�T7CP BOLAM A
L a
A\: ACRA
MATERIAL c3ENERAL NOTE S Safe toad,atm 5LE NOTE5 I, AR NO 93723
weadi o,, ratfo,,al dasig, analps par Ol 5AFE LOAI:) TYPE 0ESICzNATION
12 V, It ll�tat - pf 1. Po,lde Nil eorta, bad! 4,ol head J, ACI 310 sd AC SM L All -I- tossed f 4 1-1, T.For
tras'ad ls�ldl P.1 2. Shore I'llted ll,tel, dq.Flac. IV. The -fe- or 11. etaiiadm W. I-
-1", b-11
3. �_ Par AST_` 0416, "S 3. I-lutl- of I-i -, ..Pig m theeld's--al N. 1-1. use F I "T1 � I U -ILLED
"it ha- . ooatis of a- ppIrad'r._da_ ME SAFE LATERAL LOAD froe - i_Q F'pRmT
shoss, _=Ty -
Pat . 3,8 ,oh C-216 or -9. S, dota �L ^' DATJ& 09/19777�
a to It '�.I_p 4. U-L-I. a- es-r--ad .= �'Il Tll� All, f, oad, 1, wIt, a po�d, per
O'Ll
a
I- ) Par S. LZOE-1-t-k. -CAST-CiEZE Load Derlsot- Graph brodhr. for lJ,a �I,eol load.9 lih 1J,a follosg q E 3. Set, load, ='�rspcesdl alloeablet loade. 10. All safe loads W"d --pig "FP_ad SCALM: 1/4"=l'-O"
- 0i; A�f'A
4 od L.tml. I-ded.sZ-1. (g,"tu I_. ",, _,_ _ I , I..L rv,Ty
rQ = 9,t'r19. �Pirrt) e,,d ho,ttal (W-.]) I_d4 sho�ld 1,a 6reolked 2- Np- - lot Rated
COURSE - grade 60 pa�
'ooepr-..r ir� [fft*l derla�tld,, woeat or. 4. Sara load. orgr,clm 40
Ra6a, par ASTmm Im grad,701 . l field added rabar to ,& loostad at the iottm '12' 0-IR TTP Meld relott, The bw 1, the the pamtheel, lR=
Prg 61 Per AS� A41,s .1 he 11-1 -,Itg. Applied 1 iotid. Applied ho,t,tal I" � a
S 0" q For teo T J_
11.1�12 &at. -1-1 load Safe orl-I load �,r Is, 11.1d ..sdsd1 raba, L�� AT I-T_
7- A
p- AS� CTIO t&- M 6 bm"dstsel ro, 'Ica a, age. 1� :L C
=210 los a 4.4tfd, '=ded! to the L2, Addltl�[ b.ThdasIg agealuattdol EpI. 11-6,.1..] t, -TOP Ol� Lll� CAA=
Id 'm we load taoiss, .9 9r."t9 L
8. ca t-.-Pw- - -9 Ise P_"dad . o-posite dral'st'aoroad loade rrats load 6412- wJ 1,% 100"0" Rlli��
Gss� or GR60
or - .q �Its. ai the ll,ttel. Saw, detail at right; "louleti's the " 0 or� 12 (,05). 5501 plf PsO,I� N 1_1�1_
ard -, .' d-.-q froe face of s,pport. �11`4AJL WIPTA (VA�S)
00kFONW AND CLADDING
WIND LOADS
BASIC 00 EFOSSIE
FOR 3 SECOND
GUM
OPENINGS
SOUAFIE
ZOE
161) WH 00 (M
FBAARKS
AND TYPE
FOOTAGE
MIN. WINDOW
10
5
25/-33
CRITERIA
EXTERIOR SWING
a
5
24/-31
DR MIN� CRITERIA
SnD- MIN.
41
rp
22/-26
CRITERIA
AL----f
160-10 0 D,
112
1-1
5
21/-25
BASIC WIND SPEED MPH 150 (Vult) INTERNAL
PRESSURE COEFFICIENT = 0.18 BLDG. CAT.=11,
EXP-B, MEAN ROOF HT. = 15'-0"
PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2
OF THE FBCR 5TH ED. (2014) TO MEET TESTED
r
ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE
PRODUCT MANUFACTURER. �DATE�12
"0'
'r, -0"
(2)3052-SW
I I I
--- - - - - - - - - - - --
LIVING ROOM LANAI
8'-8' CLG.
101,
OWNER's
SUITE
W-81 CLG.
6068 96D�
DINING
2XS ROOM
�L4
-�Cl
- -4-5,
I M, tell] - 91m, 0 1 HA a
NOTE:
-2-0 LOUV. DOOR W1 AIR HANDLER ON METAL STAND OR 2-0 SOLID
DOOR W/ RETURN PLENUM AND SZIEETURN AIR GRILLE.
VERIFY CONDENSER PAD LOCATION WITH SITE PLAIN.
FRONT DOOR A55EMOLY TO BE THERMA-TRJ P15ERGLASS DOOR
W1 TRANSOM (SINGLE ASSEMBLY)
- 20 MIN. FIRE RATED DOOR FROM GARAGE TO RE51DENCE TO BE
EQUIPPED W/ 5ELF-CLOSING DEVICE (R3025.1) FECR 5TH ED. (2014).
(D 0.
BATH W. I. C.
2'- 4 KITCHEN
V.1
CL.
PAN
SHWR. DID I
OPT.
REr
R-ISH -L-- 5INK S) b2
ab36 L 3 0'
UN. 4' 1. 2-5
L _i CLG.
= , RANGE�
b36 ,
v PAN.
b3b -8' CLG
C�
I 3-SA
BDRM. #4/ ARCW. �F
DEN
8'- 6' CLG.
J, IC.
2� 4
W
4' 11'-4
r
IFR A BDRM.#3
a'-8' CLG.
im
OFFICE#I
r -i2�T5;p - -I
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L
10 -2'
5'-4"
3,-
'_0
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:Ell
>
2
3080
3000
H
I I LITE rR
LITE -R-
I LITE FIR-
FI -
R R Fix ED
=D
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I L TE rp
I LITE FIR
I LITE FIR
v.
OR
OR
1-4-
15, DEEP
TOP - 42' TV
AFF. CENTERED --3
WELCOME CENTER
3ro' 40' FG
FIR DR
TIEMP�GLA65 FIR DR
MT
MT
2 - 81'
7"—=4
f 4'- 47
6 -4
--4.
� TE -
ORESS:HOLD AT
WALKWAY DOORWAYS SHALL
BE 112'HIGH MAX.
2 1'--4
BDRM.#
LINTEL 6 1'-0'
AFF.
-0' 11 -4ff
ENTRY
ADA ACCESS
WOOD RAMP
2 -8' 2'-242'�J__ -�-O"
A -4 -0"
LIVNGS 182S SQ. FT.
GARAGE 43090 FT.
ENTIRT 16 SQ FT.
LANAI as 6Q. FT.
TOTAL 2362 50, FT.
EXTERIOR MASONRY
WALL BRG. HEIGHTS
DB
TOP
PLATE
BAR DETAIL
�,aARCH
��ARCH
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SILVERADO
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04128.007-02001
MODEL&
4EBB
"1828—CALI"
GAP-%GiC- 8WMO:
LEFT
PAGE.
FLOOR
PLAN
50 MPH EXP. B ;I
--)ARCH
MCHrrECT-
AR'CHrrECT'
OF FL(:'"DA
STATE OF FL(AIDA
& ABOLK3-MCFAA
AR NO 93723
F-PIUNT
DATE, 09/19
scAmm:774-71-o"
VARCH
81121=
2
A R C III i ir E C T 3-1
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1441 N. RONALD REAGAN BLVD.
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PH: 407-77"07J8
FAX- 407-77440.78
�.abdesigngroupmm
AA #. 0003325
ITD. CALCS - OFF -RIDGE VENTS ONLI
A R C H I T E C T S
-1:_W-II' BLDG. HGT
FYI -ON LV12X24
OR EQUIVALENT
8'-8' BRG. HGT.
v uT
�-
.9i V V LL
� r Q
0
0'-0' FIN. FLR. - m
FRONT ELEVATION
TEXTURED FINISH
12
6
ROOF
-,—FYPON
BKTIIXIT OR
EQUIVALENT
BRG. HGT_ 8'-8' BRG. HCsT. ,t_ —
„ OY Y
16'X62' FYPON
DECO.
SHUTTER OR
EQUIVALENT
4' RAISED
BAND (TYP.)
OFF RIDGE VENT
Y ,-O
0'-0' FIN. FLR
LEFT ELEVATION
TEXTURED FINISH
OFF RIDGE VENT OFF RIDGE VENT
di
r�
0'-0' FINFLR
RIGHT ELEVATION
TEXTURED FINISH
F' I�/ OFF RIDGE T
AREA OF ATTIC
= 7.364SQ.FT.
NET FREE VENTILATION AREA REQUIRED
= 1/300
REQUIRED VENTILATION AREA
= 2364/300
7.88
VENTILATION AREA %SQ. INCHES PER FT. (144)
= 1134.72 SQ.IN.
MIN. REQUIRED VENTILATION
= .5% 1134.72
IN UPPER PORTION OF ATTIC
- 567.36 SQ. IN.
OFF RIDGE VENTILATION AREA
= 115 SQ. IN. PER VENT
567.36 /115
TOTAL#OF VENTS REQUIRED
= ...7
TOTAL#OF VENTS PROVIDED
- 5
'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG
(B(TERIOR OF WALL TO EXTERIOR OF WALL,
NO OVERHANGS INCLUDED)
8'-8' ERG. HGT.
0'
EIH
EIE
a
0.0' FIN. FLR.
REAR ELEVATION
OFF RIDGE VENT
i
I�-0.
h0,-0' FIN. FLR.
01_-0' FIN. FLR
2" I'-0" 1"
ER" j
hLOUVER DETAIL
SCALE: 1/2' = 1'-0'
/I / ■ lOClfl(li I
FAX: 407.7744078
www.abdesigngroup.com
AA #: 0003325
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SILVERADO
LOT 2
BLK 1
PROJECT
04128.001-02001
AtODEi e
4EBB
1828- CALI"
GARAGE STIMG:
LEFT
PAGE:
FRONT,REAR,
LEFT &
RIGHT
ELEVATIONS
150 MPH EXP B
ARCHTECT:
STATE OF FLORIDA
32
A. ABOUCHACRA
AR NO 93723
DPA�TI& 09/19/16
SCAM 1/4'=1'-0"
SHEET
3D
A R C N I T E C T a
TYP.
- - - - WAe
TYPEl E
I
FRONT ELEVATION
TIP.
E:
LEFT ELEVATION
'TYP.
wa
IF
I
RIGHT ELEVATION
11
i9A
TIP.
REAR ELEVATION
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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SILVERADO
LOT 2
BLK 1
P1 oJEC
04128.00 -02001
mopmu
4EBB
"1828-CALI"
GARAGE STUNG:
LEFT
PAGE:
WALL
ASSEMBLY
ELEVATIONS
150 MPH EXP B
ARCHTTECT
STATE OF FLORDA
E 3 20
A ABOUCHACRA
AR NO 93723
DATE: 09/19/16
SCALE: 1 /4"=1' - 0"
9IxmET
3De2
L:—:::TE RAT R IN • 10' O/C MAX. 24 ST(O43ACK a V CIC MAX
A R C H I T E C T S6
Design
Grou .a
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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$LTHDIV. a LOT:
SILVERADO
LOT 2
BLK 1
Paoi=T#
04128.000-02001
1[ODEL:
4EBB
"1828—CALI"
GARAGE EeT#MG:
LEFT
PAGE:
FRAMING
PLAN
50 MPH EXP. B CC
ARCHITECT
STATE OF FLORDA
DAR� 09/19/16
8CALE: 1 /4"=1'- 0"
SIEMET
4D
CONNECTOR
SCHEDULE CONTROL DATE: 01-01-15
SIMPSON
USP
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-Ir.
1450
HTA 16-10
1400
(1) IcDd . 1 1/2' I -PLY, (6) I&d 2-PLY, (U6P: (10) 10d X 1 1/2' - NO l6d OPTION)
(2) META- Ir.
1-65
(2) HTA 16-18
21300
(10) 10d . 1 1/2' I -PLY, (U61': (10) 10d . 1 1/2*)
IS00
(14)16d 2-PLY (U6P: NO Ird OPTION)
HETA- 16
1810
HTA I&
WPM,
(5) iOd � 1 1/2' I -PLY, (8) I9,d 2-PLY USP; (10) 10,1 . 1 1/2', NO l6d OPTION
14ETA-20
laic
HTA 20
ISE,
(S) 10d x 1 1/2' I -PLY, (8) I&d 2-PLY USP: (10) 10d . 1 1/2', NO Ibd OPTION
>_
(2) HETA-20
202�5
(2) HTA-20
3110
(10) 10d x 1 1/2' 1 -PLY USP: (10) 10d x 1 1/2'
2500
(12) I(bd 2-PLY (USP; NO lbd OPTION)
0
LGT-2
2150
LUGT-2
1-315
(1) - 1/4' � 2 114' TITEN, 2 PLY WSP: BILK (s) I/4'WB, WOOD (16) 10d
0
DETAL-20
24SO
NO U&P CONVERSION FOR SIMPSON DIFTAL-20
(18) - 10d x 1 1/2,1 PLY
<
MGT
3,565
MUGT
4000
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP! (28) 10d TO WOOD)
W.T-2
HUGT-2
(2)3/4' A.TR. IN HIGH STRENGTH EPDXY (MIN. 12'EM51ED),06) 10.1 TO WOOD (USP:UIOOD(S)I0d)
W.T-3
HUGT-3
9365
WOO O'd
(2)3/4'A.T.R. IN HIGH STRENGTH Epoxy (miN. 12, EMBED), or.) 10d TOwOOr> (LISP: D(s), )
LGT5-SD625
3285
LUGT-3
5330
(12)SDSI/4'.21/2*TCC.IRDER,(4)3/6'xB'TITENHDTOUIALL (USP: CONC_ (4)3/8' X 5'WEDGE BOLT, 11000 (12)UJ825)
LTA2
1210 PARALLEL TO WALL
425 PERPENDICULAR TO
WALL
LPTA
1555
(10) 10d x 1-1/2' (USP: (10) 10d . 1 1/2'
VGT
4540
NO USP CONVERSION FOR SIMPSON VGT
(1) 5/0' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12* EMBED), (16)-505 1/4'X3' TO WOOD
(2) VGT
1185
NO USP CONVERSION FOR SIMPSON (2) VGT)
(2) 5/8' 47K IN HIGH STRENGTH EPDXY (MIN. IVEMBED), (32)-905 1/4-xv / 2 PLY
MTS- 12
1000
MTUI 12
15W
(14) 10d x 1 1/2' (USP: (14) Old x 1 1/2', (14) 10d)
HTS-le,
1150
HTw 16
1660
(1( ) [Old x 1 1/2* (1.15f-i 06) 10d . 1 1/2', (16) 10d)
WTS-20
1450
WTW 20
2045
(24) 10d . 1 1/2' (U5P: (24) 10,61 . 1 1/2', (20� 10.0
HTS-24
1450
14TUJ 24
2045
(24) 10cl . 1 1/2' (USP: (24) 10d . 1 1/2', (20) 10d)
LSTA-12
S25
LSTA 12
S'10
(10) 19)d Usp: (10) lod
LSTA-18
1235
LSTA 18
1360
(14) Od USP: (14) 101d
MSTA- 18 ++
1315
MSTA-18
1315
(14) 10d USP; (14) 10d
cn
M5TA-24
1640
M5TA-24
1150
(16)10.1 Usp:
CL
MSTA-30
2050
M6TA-30
2140
M) lod USP: (22) 10d
<
MSTA-3&
2050
MSTA-36
2525
(26) led USP: (26) 10d
MST[-3r,
58w
K5TI 246
3050
(390 lod . 1 1/2' usp: (36) 10d . 1 1/2'
MSTI-48
5065
KTSI 245
4250
(4a) 10d x 1 1/2' USP: (4W 10,1 x 1 1/2'
H6
S&O
LFTA r.
15S5
(6) Sd TO PLATES, (S) Sd TO STUDS (USP: (16) ad x 1 1/2', (16) ad)
SP4
885
SPT 4
945
1
(6) 10d x 1 1/2* TO STUDS USP: (6) 10d x 1 1/2' TO STUDS
A34
355
MP 34
410
(4) Sd x 1 1/2' TO BEAM, (4) Sol x 1 112' TO POST. USP: (4) Od . 1 1/2' TO BEAM, (4) Sd x 1 1/2' TO POST.
HCM
645
HHCP 2
10,10
(12) 10cl x 1 0' USP: (10) 10d x 1 1/2' TO TRUSS, (10) 10d X 1 1/2' TO PL ATE
HIOA
1340
RT I&A
21W
(16) lod . 1 0, USP: (13) 10d . 1 1/2' TO TRUSS, (B) 10d X 1 1/2' TO PLATE
VGT 4 HDU4
4565
PHD 4A
4535
(16)-SD5 1/4'.3' TO WOOD, elO)-SDS 1/4'x2 1/2'W/ THREADED ROD, (2) NUTSAUASHER12 PLY
USP: 5/V ATR MIN. 7 EMBED SET IN HIGH STREN63TH EPDXY, (10) W5W WOOD 5CRELU5
VGT 4 HD-115
4S40
TDX 10
5110
(Ir,).SDS 1/4'.3' TO WOOD, (3)-3/4' STUD BOLTS Ull THREADED ROD, (2) NUTSAUASHER/2PLY
U5f: 11V ATR MIN. 1'IEMBED SET IN HIGH STRENGTH EPDXY, (4) -1/6' THRU-15OLTS
ABU 44
2200
6665
PAU 44
25-15
6115
(1) 5/8' ATP_ IN HIG44 STRENGTH EPDXY, (MIN. -VEMBED.) IN CONC:., (12) Ifd TO WOOD U5P: SAME AS SIMPSON
ABU rr.
2300
12000
PAU 66
253s
1 13815
(1) 5/6' A-T.R. IN HIGH STRENGTH EPDXY, (MIN. -I' EMBED.) IN CONC, (12)16.1 TO WOOD USP: SAME AS SIMPSON
V)
Qt�
LTTIS
1340
LTS IS
120S
(1) 3/4' A.TP_ IN HIGH STRENGTH EPDXY, (MIN.'VEMIBED.) IN CONC., (8)10.1 TO WOOD USP: SAME AS SIMPSON
0
m
LTT208 ...
1500
LTS 20B
1105
—
(1) 1/23A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I'llEMBED.) IN CONC., (IOAod To WOOD
U6P: /4'ATR MIN I'EM5ED SET IN HIGH STIREN63TH EPDXY, (10) 10d, (10) 10d � 1 1/2% 2-1/2'
HTT4
4455
HTT4
4465
A.TR_ IN HIGH STRENGTH EPDXY (MIK-T'EMBEDd IN CONC,06) 60-10 X I 1/2'(USP: (20) I&d X 2-1/2')
USP HAS MORE NAIL OPTIONS: (20) 0d, (20) 10d . 1-1/2', (20) lrd x 2 1/2'
<
HTT5
Sow
HTT5
5430
);5/S. .T R. IN HIGH STRENGTH EPDXY (MIN. " EMBED) IN CONIC, e290 1661 X 21/2' (USP: (20) Ird X 2-1/2')
UIS HAS MORE NAIL OPTIONSs (28) 10d, (20) Od . 1-1/2', (20) 166 . 2 1/2'
14HDQII-SDS 25.
II)BIO
UPHD 11
12090
(I)I'A.TKINHICd4STREW.THEf'O>(Y,eMl�LIO'EM5ED-)[N CONC, (24) 606,14' A' WOOD SCREUJ6 (USP: (24� UJS3 WOM SCREWS)
HD15
6645
TIDx 10
5110
(1) -1/8' AM. IN HIGH STRENGTH EPDXY, (MIN. -I'EMSED.) IN CZNC, (3) 3/4' STUD BOLTS TO WOOD (1.15P� (4) 1/8' BOLTS)
MBHA 356/11.25
34-15
5330
NFM35X12U
3165
-1130
simpsoNz (1) 3/4, A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 615' EMBEDMENT) IN CM.U. TOP, (1) 3/4'
A.T R_ IN HIGH STRENGTH EPDXY , (MIN. 6.15'EMSEDMENT) IN CMU. FACE, (IS)IOd TO BEAM
USP: (1) 1/2' J-50LT W/ MINIMUM 6: EMBED. 4 NOT LE55 THAN 4* FROM EDGE OF CONC W1 3/4'DIA ITW
RAMSETRED4EAD DNABOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
(14) 101d AT J015T
Ld
HUSC412 (WOOD)
3635
2660 (FLR)
HUS4121F
3060
2530 (FLR)
(10) 16d TO HEADER, (10) Ird TO WOOD U5P: SAME AS SIMPSON
—
3265 (ROOF
3225 (POOF)
HUC410 (CMU)
1810
5085
HD410 IF
IS05
31-15
(18) 1/4' . 2-3/4' TITEN 03 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP; (18) 114' x _4'W93 SCREW6, (10) 10d TO WOOD.
WUC210-2 (CMU)
1810
50&5
H0210-21F
ls
(0) 1/4' x 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) 10d TO WOOD: (1.15P� (18) 1/4' x 3* LL63 SCREW6, (10) Od TO WOOD
HUG210-3 (CMU)
1810
40W
HD210_31F
1 =
1
(18) 1/4' x 2-3/4* TITEN (S PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP; (18) 1/4' x 3' UJ53 SCREWS, (10) 10d TO WOOD
LGUM2&-2-!2!_L
14-10
56�5
NO USP CONVERSION FOR SIMPSON LGUM2&-2-SDSj
e4) 3/6' x 4- TITEN HD ANCHORS (2 PER rLANGF) TO CMU, (4)1/4' X 2 1/2- sr>5 5cREW5 TO WOOD
IC
W Cd-4 STRENGTH EPDXY - SIMF--CN 'SET EPDXY -TIE'. CONTACT T14E AFb-_WITEr_T/EW.NEER OF RECORD FOR MITTEN APPROVAL PRIOR TO SUBSTITUTIW3 FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
ANC14ORING SYSTEMS.
WHERE ANCHOR EMBEDMENT 15 GREATER THAN I' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID ./ GROUT.
�Rlod COMMON NAILS CAN BE SUBSTITUTED WITH 10d . 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRI7TENAPPROvAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION
[OR TO INSTALLATION.
.. MINIMUM EMBEDMENT INTO THE TOP OF A EONDISEAM WILL BE 5% MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BIE -1*
Ljj
Ir
0
A.TR. = A-301 ALL THREAD ROD (sim, PROTECTION TYPE, LENGTH, ETC. VARIES)
BECAUSE OF THE WIDE VARIETY OF: MATERIALS, LOCATIONS,AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION
is USIED.
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AIS3
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN ApFROvAL FROM THE AFb-'HITECT/EW�INEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRLICTION CONNECTORS C-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-14WO15, AND ANCHORING 4 FASTENING SYSTEMS FOR OONCRETE 4 MASONRY CATALOG
C-5.45-2012.
T
ISOFFIT SHALL COMPLY WITH FBCR 5TFIL EDITION R'703.1.�]
HEADEE �SPAIN UHAET
SINGLE STORY APF'LICATION
SIZE
CLEAR SPAN
DIBL 2 x r.
UP TO 5'-4'
DML 2 .0
5'-4' TO 1'-0'
DIBL 2 x 10
-V-0" TO
OBL 2 x 12
10'-0' AND OVER
TWO STORY APPLICATION DOWN STAIRS
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO �'-O'
DIBIL 2 x a
5'-0' TO &'-4'
DEL 2 x 10
r.'-4' TO &'-0*
DBIL 2 x 12
W-0' ANO OVER
FRAMING NOTES:
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAIN (ft.)
UP TO
V-0' TO
V-0.
U.N.O.
4-
I
AND UP
NUMEIER OF WEADER STUDS
SUPPORTIN6, END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF: HEADER
1
3 1
2 12
2 `SYP)
/16,056
1TYP. 2x12 BM.ZHDR.
1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O.
2.TYF`iCAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O:
TRUSS TO M,45ONRY/CONCRETE SHALL BE META-lro
FLOOR J015T TO MASONRY/CONCRETE SHALL BE HETA-lro AT EACH
END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
- TRU55 TO WOOD FRAMING SHALL BE MTS-12
3. TRU55 TO TRU65 CONNECTIONS AND HANGERS SHALL BE DESIGNEE) AND SUPPLIED BY
TRUSS MANUFACTURER.
4- REFER TO TRU55 MANUFACTURER'5 SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
F'ROFILE,AND SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
STUD REQ. ARE STANDARD UN.0 ON FRAMING PLAN
ro. MIN. 2X4 HIF` CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES 0 EA,
ENID. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU55 AS IIER Afl.4 REQUIREMENTS.
-1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRU55E5 TO TOP OF TRUS5 BEARING.
0_11ROvIDE DRAFT STOF�FING IN FLOOR TRU56E5 AS REQUIRED FOR MAx 1000 ef--_
COMPARTMENT PER 5TH ED. 2014 FBC RE51DENTIAL-5ECTION R302,12,
S.REFER TO DETAIL ro SHEET D5 FOR I-6TORY INTERIOR LOAD BEARING WALL STRAPS 4
DETAILS.
A R C H IT E C Ts
G rMm ign
b tusj0n..
41 N, RONALD REAGAN BLVD.
LONGWOOD , FIL 32760
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AAi,:0003325 A
I
N
__j
r9itnaDiv. at 1101,
SILVERADO
LOT 2
PRO BLK 1 1
04128.00 -02001
MODE1.4
4EBB
"1828-CALI"
GARAGIC O'lli
LEFT
PAGZ:
CONNECTOR
SCHEDULE
1�50 MPH EXP. B CC9
AR EC
STATETTFL,�IDA
DATje: 09/19/16
8CALM: 1/4"= f— 0"
4.1
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
125V OUTLET
W���E
lke-V CUTLET
=n
110V OUTLET
C+l
l0v OUTLET
RESISTANT TM)
220V OUTLET .(4)
URE �NECT�
LUP JEXT.WATE�140-�O—
C-F,
cuTLET JiNTEFALrm�
SWITCH
SWITCH
.4-uk4y OPEW-
SWITCH
4-WAY OPER
I-0
3::�
-U- L— .
I " VFI
VAPOR
'0
*ScSmD CAN
WALL SO—
PRS-�
— IM
'AN
W&IG.T
V%�'
'SMC mv ey
FLUORE&.NT
2. muomSs�
TRAO< L*HT
Ez;;�
PANEL
I
.ja.
TIETER
1 —� =OR
SC0
=—=
�- I=
SHALL
"'DisTANM
NOT INS. ,
�ANT L�
NA
WATER HEATER
ING SOX REGURED
TO W�
�AS--
10 - SU—RTE.
OWNER'S
SUITE
CLG FAN
-0
BDRM. #4/
DEN
PRE-LUIRED
CLG FAN
0.
BATH
LANAI
LIVING ROOM MTD. LIGHT
TO BE
INSTALLED,
-WIRED LUP PROVIDE 1
CLG PAN GFI i-BOX FORI
OPT. FAN
G
DINING
ROOM
L 1 L
��----61.1:FLET,' 7 FOWITCH IN
N, �= �� n' CABINET
i R� A Tt'�,
W.I.c
LAUN.'
-�Tl' 5- f�OR
GARAGE
�`CON
PRE -WIRED PRE-URED
L CLG 11. CLG FAN
(0-
r
;L/�=
FL— L—T
METER
FIELD
F--]
VERIFY
LOC.
07T
LOCATION OF TV JACKS 4 PHONE OUTLETS 4
FANS To BE VERIFIED - HOMEOWNER
FI;M-CONSTfRUCTION MEETING.
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
(2) FLOOD
ELECTRICAL PROVISIONS OF FECR 5TH
EXIT LIGHTS
EDIT[ (2014).
20 AMP DEDICATED LAUNDRY CIRCUIT.
GFI - ISLAND (NOT ON KITCWrN CIRCUIT)
DISHW45HER DISCONNECT TO BE LOCKOUT
IN PANEL
BATHROOM EXHAUST FAN TO HAVE MIN.
CAPACITY OF 50 C.FM INTERMITTENT PER
ELECTRICAL PROV'8'f�"'5 OF SECTION
(2) FLOOD
M50-13 F5cR 5TH EDITION =J42,
L GHTS
LAUNDRY ROOM RECEPTACLE SHALL 5E
GROUND FAULT CIFCUIT-INTEFF!I�LIPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING METHOD SHALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS OF
(2014).
��IED
1 rACLES TO BE TAMPER -
RESISTANT TYPE
ALL WOW, TO COMPLY UJITH ELECTRICAL
PROVISIONS OF THE ESCR-5TR ED (2014).
WELCOME CENTER
\El
�0
L IGHT
L . . . .
/A
GFI
OF
iL j- REF E
KITCHE
PAN.
RANGE
HOOD WIRE W/
OUTLET FOR
FUTURE MICRO
BDRM.#
-CLG
FAN
ITT,
ELECTRICAL PLAN
BATH #2
BDRM.#2
PRE -WIRED
CLG FAN
LOAD CALCULATIONS ONE FAMILY
DWELLING WITH HEAT PUMP
,NEC Cc" W2)
HOUSE PLAN: MODEL "'CATI"
VA
2 20 � —E CIRCUTT AT 15W VA EA.
LAUNDRY cmUTT
1 RANGE A� —c FL*rE —NO m
A� HEATER
Dm"�
woo
DmmsAL
S-TOTAL OF GENERAL LOAD
.5884
.1 — LOAD A—
l0000
OF GKNKRAL LOAO AT 40% —24 VA —
10354
TOTAL NOT G--
3.. pu� -- -AT —)
21 — . 240
3.5 TON 4. — . —
NWT G�—L LOAD
2074
To—
..o.
2-4
LOAD
CALCULATED LOAD FOR SERVICE
---9925-4 VA/240
0 P S
-w— a �=o - = An LOAD
— FOR CA-U—ONS.-
'��LA710N:
ANCE, LAUNDRY LOADS: 14283 VA
3000 VA 0 10019., REMAINDER a 359.
NET LOAD: r.,-34S vA
RANGE: 12000 a '10% 0,400 VA
DRYER; 5,000 a -10% 3500 VA
TOTAL 1804S VA
NEUTRAL AMPACITY: 10,48S / 240 = 18 A
2 AL MINIMUM NEUTRAL CONDUCTOR-
PROVIDE 3 -1 CU, I % CU GND 2" CONDUIT OR PROVIIDE
3 -2/0 AL ' 1-4 AL GNP IN 2" CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT - OVERHAW-)
150 AMf= ELECTRICAL fRI&EfR
NOT TO SCALE. COMBINATION SERVICE 150 AMP
DISCONNECT SWITCH AND 120/240 VOLT
GENERAL NOTES: ELECTRIC METER IN I PHASE
MLO
A . ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE
COMPLY WITH ELECTRICAL PROVISIONS Or THE F5CP 5T PANEL
EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQJIREMENTS. 1150,4/2f-
5. ALL CONDUCTORS SHALL BE TYPE THHN/THLUN UNLE55 I MCIB
NOTED OTHERWISE.
POLUEP COMPA
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY
ELECTRICAL SERVICE. PROVIDE 3 -1 C0PPER (CU) IN
1-1/2" 1) A SCHEDULE W PVC CONDUIT OR PROVIDE 3
1�
-2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PR�OR 70 BID.
A R C N I T E C T Sl
D
r qesign
ou �
Groum—
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX- 407-774-4078
www.abdesigngroup.com
AA #: 0003326 do
--7
suminiv. a. Zo
SILVERADO
LOT 2
BLK I
lipla0im
04128.007-02001
W030211.4
4EBB
"1828—CALI"
GARAGE B'WMG:
LEFT
PAGIE:
ELECTRICAL
PLAN
150 MPH EXP. B
TELEPHONE SERVICE CABLE TELEVISION
ENTRANCE SERVICE ENTRANCE
EQUIPMENT EQUIPMENT
—J�NTEIS�ISTEM
1 2 3
BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
OLAND A. ABOUCHACRA
AR NO 93723
FPltmqT
DA7m* 09/19/16
1 -4 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
OCA=: 1/4"=l'-O"
ELECTRICAL PROVISIONS OF THE F5CR 5TH
EDITION (2014).
J%
BUZZIT
5/6" DIA X & FT LONG COPPER CLAD GROUND ROD
5
HVAC NOTES
1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER-
MFG . REQUIREMENTS.
2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS $HALL BE CONSTRUCTED OF A VALUE
OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC- AND
INSTALLED AS PER FECR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603.
3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLA56 I AIR DUCT AS PER NFPA SOA 2-3-1
4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT
OUTLET, OR SANITARY SEWEER VENT OUTLET
5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL.
OR OTHER MATERIALS AS PER FBCR 57H EDITION (2014) MECHANICAL CODE SECTION 60.3
r.- ENCLOSED SUPPORT PLATFORTIS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION
(2014) MECHANICAL CODE 603.1
1. BATHROOMS CONTAINING BATHTUBS, SHOWEI;r5, SPAS AND 51MILAP BATHING FIXTURES 5HALL BE
MECHANICALLY VENTED IN ACCOR[:>ANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE
SECTION 403.
8. ALL EXHAUSTED EATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE
RETURNED, TO EQUAL AIR EXHAUSTED.
9. ALL FIRE RATED CEILINGS AND WALL5 $HALL HAVE AN APPROVED FIRE OR FIRE/SMOKE
DAMPER'5 LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOOR$ TO
RESET DAMPER_ ALL DAMPERS SHALL BE INSTALLED TO Ml`�.. RECOMMENDATIONS AND FBCR 5TH
EDITION (2014) MECHANICAL CODE SECTION 60-1.
10 GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS.
11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER rAN OR EQUAL.
FANTECH DeF 110 DRYER 500STER CAPACITY 60 LINEAR FEET LU17H MAX. SIX EL5OLLG.
N07E
ALL HVAC TO HAVE PROPER
PANS W1 DRAINS
ATT
CEILING�\
o FcD-
EXTERIOR WALL
PLENUM
TURN
5UC71ON AND LIQUID
AIR SUPPLY---
REFRIGERANT LINES
AIR HANDLER
XTEI
EXTERIOR WALL
,1
3/4, PVC CONDENSATE DRAIN LINE
EVAP. TRAY
i
PVC SLEEVE TO LINES BELOW SLAB
i
REFRIGERANT LINES TO
PLATFOI;;2M
RN
RETURN
CONDEN51NG UNIT
TRAP DRAIN LINE AND TERMINATE
IN AN APROVED DRAIN, AS PER
FECR 5TH EDITION (2014)
MECHANICAL BLDG. CODE
SECTION 30-1.2.1.1
HVAC
DRAINS
SCORIATED NICKEL FIN. FLOOR
BRONZE FL. PL. OR WALL
BRASS PLUG
rITTIW3 OR EXTENSION TO
SOIL OR LU45TE AS
REQUIRED
WADE 6240-K JOSAM 56000
INSIDE
=RIES NICKEL BRASS TOP
CAULK
P_vC OPTI/SPEC
- -
- - -
- qlNTV�MN
TFLOOR SLAB CLEAN —OUT (TYP�j
LEGEND
Z
SUPPLY AIR DIFFUSER
RETURN AIR GRILL
SIDE -WALL OR I WAY DIFFUSER
SOLID LINE- SUPPLY TRUNK
---
BROKEN LINE- RETURN TRUNK
BALANCING DAMPER OR Oer)
CEILING EXHAUST FAN
FIL
CEILING EXHAUST FAN 4 LIGHT
O/A
OUTSIDE AIR
(1)
THERMOSTAT
17D
PAS6-THRU AIR GRILL
SECURE STRAP 70 CONC. - CONDENSER
W1 (2)-3/1&'X2' TAPCONS UNIT SIMPSON WB ROLL STPAP
OR EQUAL
\-SECURE STRAP TO UNIT W1 (2)
4' CONCRETE SLAB -SXI 1/4* 5HT. MTL. SCREWS
CONDENSER UNIT
CONNECTION TO PAD
NOTE:MAIN OND.DRAIN3/4'DIA.
r
OVER HEAD a 12' FROM STRUCTURE
COUNTERSUNK
CO. PLLr_
SEE SPEC.
- - - - - - - - - -
-S'Xa' CONC.
FIN GKADE L
OR PAVIWG FITTING OR
EXTENSION TO SOIL
OR WASTE AS
REQUIRED
y
INV. SEE
`rSITE PLAN
(�)EXT. GROUND CLEAN —OUT (TYPN�
NAS
14' LANAI
14XI4 14X14
OWNER'S
SUITE
LIVING ROO
DINING
ROOM
12X6
12X&
ouloxr. 12XB
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14'
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WELCOME CENTER
FIRST TFLOOR MECHANICAL PLAN
PROGRESSIVE AIR SYSTEMS 05/20/14
A R C H IT E C T 3
6
De I n
G Ro MO.!
LONGWOOD, FL 32760
PH: 407-774-6078
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FAX: 407-7744078
�.abdesigngroupxm
om
AA #: 0003326J
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CAP-#,GZ S'WMG:
LEFT
PAGE:
MECHANICAL
PLAN
1%150 MPH EXP. Bow
ARCHn"ECT-
STATE OF FLORDA
2
F-pitINT 'I
DAT]C. 09/19/16
SC.t=: 1/4"=l'-0"
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2—STORY FOOTING
1—S TORY FOOTING
•
W/ BLOCK WALL
1 BCA E• N'.I'-0
AT L.B.W. (W/ UPLIFT)
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2 SC(�E, IR•=I•_m•
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GARAGE STEP—UP
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VARED WTH xmPE
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PLO xAB W/
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EXTENDED xAB I!e' CIY® IEICi1iT VARIES
I!!' REC£DD TOR SERVICE DR
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TMATFEM D IL
4 4 pORA-CARE
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LB.W. W NO UPLIFT
SERVICE DOOR
8 AT GARAGE
c YLE: Irs•.r-m•
SCALE: Il1'•I'-0'
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A AT GARAGE
9 CONCRETE PAD
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GARAGE DOOR FOOTING
11
SHOWER RECESS FOOTERL
12
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13
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---
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EXT./INT. FRAME WALL TO
1�Z1 NOT USED
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r�BLOCK WALL CONNECTION
�l ll / DDALI, I/1•.I'_m'
GAS LINE THRU BLOCK
16 8C E: i•.I'_m•
<I�M_ VERTICALLY
S!E EIERGT CODE FOR19 FOR
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8' OM11
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rv1 REINFORCING
,_I a�,4€i1'•. •'i m
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1-�A-LE. Ili^Z�
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AT LINTEL CORNERS
C �ALE:I •.I•-m•
W— BL
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�� scaLg-o�ra�
ALL EXTERIOR FOOTERS
AT FINISH SLAB'S
TO BE MIN. 12" BELOW
UNDISTURBED SOIL
CONTROL DATE: 07/01/15
A R C H IT E C T S
6
Design
Grou EF,..
141 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-7744078
w .abdesigngroup.com
AA #: 0003325
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w
0
W
0
4
Chi
W
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Summm & LORD
SILVERADO
LOT 2
BLK 1
PROJEC
04128.00 -02001
MODEL
4EBB
"1828-CALI"
GARAGE 3WING:
LEFT
PAGE:
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
50 MPH EXP. j
PRE4—
TRUS
4'-C'MIN.
M9-
BOTTOM PLATE:
l/Ib'
(2) 12d NAILS AT
2X4
EA. STUD. III
BTM.
PLA1X4
DBL. TOP PLATE
2X4 STUD I6' OL.
l/I6' OBB.
1/2' A.B. W/ MIN.
I EMBEDMENT
LOCATE W-8' FROM ENDS
AND 32' O.C. MAX.
TEXTURED FINISH
MT9-
META-Ib
T
32, O8' CMU WALL
(2)12d NAILS WITHIN 4' OF EA.
PRE
END 4 (2) 12d NAILS s 12' OL.
TRUSS
MAX IN FIELD.
KNEE WALL DETAIL
1 STICK BUILT WALL DETAIL
N.TS.
(? - BLOCK
SCALE: 1/1'•1'-m'
SP8 • EA. STUD TOP 4
_
RS
BOTTOM
SECURE 2xb MIN. TO BLK W/ (2) $
ANCHOR BOLT W/ 2' WASHER SET
CONNECT 1TTRUS5
FRAMING PLAN
A
IN $IMPS 4 HIGH STRENGTH
DOUBLE TOP PLATE
HEADER
CONNECTOR�UPPTTO 10mm
SECURE 2x TO BLOCK
EPDXY 4' EMBED.
2X4 SECURED TO
UPL FT
W/ f2) �' TAPCON9 OR
_�
GABLE END
W/(2JI2dsEA. UPRIGHT
CRIPPLE STUDS • Ib' O.C.
MAX
DOUBLE TOP PLATE
DRIVE PIN
(MIN SHANK SIZE .145)
.T _-
-- ..._ _—.
HEADER SIZE PER
F1ECe8T
2X4 SECURED TO
SIMPSON LOTA-12 • EA JACK
SIMPS MSTA-24 s EA. JACK
''-"
(MIN EMBED. I }'J o
G C]
Gi
GABLE ENS W/l2L2d
SPAN CHART.
STUD, BOTH SIDES OF
2xe STUDS Ib' OL. MAX W/
oa
b'-8' OL.
OPENING.
SHEATHING. SHEATHING TO BE
EINDIMID IB' O.C.MAX
-J_
2x STUDS • W OL. MAX W/
o�u�r� �'
WITHIN ' OF WINDOW/ DOOR
SPACING'
SECURE 2x4 ON
SHEATHING. SHEATHING TO BE
OPENING AND SECURE PER
FLAT TO BLK
W/ CUT NAILS..
1
DOOR/
WINDOW
WITHIN J' OF WINDOW/ DOOR
OPENING AND SECURE PER
FASTENER SCHEDULE
(2) STUDS, (2) JACKS s EA'
J' O.SB. SHEATHING OR
CDX PLYWOOD
OPENING
`
FASTENER SCHEDULE
SIDE OF OPENING
KING STUDS (SEE HEADER
JACK STUD ASSEMBLY TO BE
-
SPAN CHART FOR OETAIL9
AND SPECIFICATION)
SECURED ONE PLY • A TIME.
e
o0
2.4 BLOCKS
USE 12d NAILS, TWO WITHIN 6'
L•]
0
L-� s
GABLE BLOCKING
JACKS (SEEFOR HEADER SPAN
FROM EACH END 4 NO MCRE
THAN 12' OL. STAGGERED
o a
CMU WALL
SIDES:
2x6 GARAGE DOOR BUCK W/ l3)
TRUSS
1x4 BLOCKING
OFIARf FOR DETAILS AND
SPECIFICATION)
WINDOW SILL W/CRIPPLES
)S'Xe' J-BOLTS 4' EMBEDMENT MIN.
EA RAFTER
I6' OL.
W/ 2'X2'Xlb WASHER AND NUT
L-30 EA.
JACK STUD ASSEMBLY TO BE
SPACED EVENLY FROM FLOOR TO
RAFTER
SECURED ONE PLY s A TIME.
I• DIA ANCHOR BOLT
GARAGE DOOR IN JOINTS
--RH2bAF ER
USE 12d NAILS, TWO WITHIN 6'
AT Ib' O.C. MAX WITH l'
G.
PRIOR TO FILLING.
BLOCK CENTER OF
"`^�'� '"'--'
RAFTER
FROM EACH END 4 NO MORE
THAN 12' O.C.STAGGERED
EMBEDMENT AND 2'
DIA WASHER
PF�cAeT
eILL
DOORH
DOOR HEADER W/l11 K'Xe' J-BOLTS
2x4 RAFTER
ar 24' OL
JJ IL
SP4 OR H5 4r TOP AND
SIMPSON MSTAM-24 s EA.
4' EMBEDMENT W/ 1'X2'XJ6' WASHER
2.4
O
BOTTOM PLATE$ - EA. FULL
JACK, SECURED W/(3) Y.' X I
�-
AND NUT
FRAMING
LENGTH STUD, BOTH SIDES
3/4' TAPCONS TO CMU
C]
(TYP)
OF OPENING.
W/MIN. 2' COVER 4 2' APART
SHEATHING TO LAP TO TOP
2X9 P.T. PLATE
_ _
. i' -
OF MASONRY WALL.
SHEATHING MUST NOT---
BOTTOM
-_-
BREAK 1'-4' MIN. FROM 2ND
-_ -_ __i•
__'-__..
T
1
GARAGE DOOR
TP.
Y EXTERIOR WINDOW
/ DOOR
FLR LINE.
%q�BUCK ATTACHMENT
U
4 FRAMED OVERHANG
N.TS.
rF�OPENING
v
WD FRAMED
LW,LFLOOR
TRUSS)���
WINDOW
2—STORY
OPENING
WALL
ARCH WINDOW
scALE:1/2••I'-m•
FRAME A SECTION
SCALE:112.0--0'
9CALE:IQ'•I'-m'
FASTENER SCHEDULE
T
NO 1 1=YYP. SHEATHING
ROOF DIAPHR.4GI-I
L
UPLIFT.
.SIS.TO AL
FOR SHEAR 4 UPLIFT (ORB. TO MEATTACHMENTIJCTUR
USE 1/16' OSB. OR I/2' GDX PLY WITH d RING SHANK
GILD NAILS AT 4' OL. AT
STUD O PLATE
GRADE) CONNECTORS FROM STUD TO PLATE ARE
SUPPORTED PANEL EDGES AND -S RING SHANK GUN
NAILS AT b' CC. AT
NOT REQUIRED EXCEPT OPENINGS
PRE-ENG. TRUSS
j / T
INTERMEDIATE SUPPORTS. SEE DETAIL.
DBL. 2X TOP PLATE
1
ROOF SHEATHING TO GABLE END FRAME
USE 'e GIN NAILS e 4' OL.
vi
lOC
I
. j
IWG -
2X BLOCKING •
EXTERIOR SHEATHING
1/2' •d SWANK AT
1
_
TOP OF
USE l/16' OSB. OR PLY WITH RING GNAILS b' Or -AT
PANEL SIDES AND 13 RING SHANK GUN NAILS 4' OL. TOP 4 BOTTOM
'8
z.l C
l/Ib' OSB.
2X STUDS IB' OZ. MAX
ry
PANEL AND RING SHANK GUN NAILS AT b' OL. AT
�i '8 RING SHANKGUNGNAILS
?I
ell
-i
INTER'9:DIATE SUPPORTS. SEE DETAIL.
_
• 6' OG. IN FIELD
2X BTM. PLATE
NOTE: RING SHANK GUN NAILS SHALL BE PERlITTED AS
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
AN
/1
of
3/4' FLOOR DECKINGG
NAIL REQUIREMENTS
SIZE -- HEAD _ -- - _ LENGTI-I jqk TENSILE S T
8d ROWDMODIFIE 1 3/8' .113 ilmL9271
OR 7
d w
TOP CORD SLOGGING AT 4' §Sol
OL. MAX. IN FIRST 2 FRAMING w
SPACES AT EACH END.
a
o
Q
yU u
qq
Y
T'
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
PRE- ENGINEERED m
FLooRTRLss
('�
2X4 s TOP _ S
4 BOTTOM CONT.
l
NOTE: NAILS TO BE YFG. BY MEMBER OF INT.
U
o
RAFTER OR TRUSS
�
K It
N 0
SHEATHING (OSB. TO BE STRUCTURAL GRADE)
HETA-I6
BLK WALL
STAPLE, NAIL 4 TOOL AB' CIATION
I. m.113 INCH NOMINAL 8HANK DIAMETER
ROOF SHEATHING
�p
0 CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK
- -
I I
e
W/ I/4' GAP FROM BLK TO OSB.
2X4X4'SECURE TO TRU9$ W/ 3-12d
3. Ib TO 20 RINGS PER INCH
a
O HORIZONTAL 2X BPF. STRUCTURAL BLOCKING AT
b'-8' OL. MAX TYP.
I z C
L I
�'" •8 2' DECK SCREWS s W-6'
O.C. MAX • EDGES 4 12' O.C.
PERIMETER OF OSUS. TO PROVIDE CONT. NAIL PATTERN
2X4 SECURE TO 2X4 BLK W/2-12d
5. 2 INCH NAIL LENGTH
_� p�
rr
-rr 3
IN FIELD.
a '
O3 IRE AINING AREA TO BE SHEATHED FROM DBL. TOP
ATE PLATE TO HORIZONTAL BLOCKING.
SECURE t0 BLK W/ META-Ib
_MAX
W
SHANK TO EXTEND BEYOND
�o THICKNESS OF SUB -FLOOR
® SHEATHING • TOP OF WOOD FRAMED WALL TO BE
ROOF 6HEATI--IING LAYOUT
$HEATHING `\
rc�
STAGGERED MIN. OF 16' FROM SHEET BELOW
Q5 INSTALL ALL SHEETS W,FACE GRAIN PARALLEL
AND ENDLUALL BRACING
BUILDING LENGTH P /
'�----- '-- LENGTH TYP. EXT. SHEATHING ATTACHMENT
TO STUDS
2'-0" EXTENSION ® OPT SERVICE DR.
/�
NOT USED
FOR GABLE END FRAMING
FOR
STRUCTURAL
WALL SHEATHING (OSB TO
GRADE)
BE
TYP. 3/4' TAG SUB -FLOOR DECKING GLUED TO
EXT. WALL SHEATHING
7
SCALE: I-1-0'
SCALE:
IR'•I'-m'
ALL EXPOSED MEMBERS
A R C H I T E C T 81
6
Design
Grou .r,�.
WS N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
www.a bdesigngroup.corn
AA #: 0003325
114
W
y
V
W
0
4
y
W
O
C
W
SILVERADO
LOT 2
BLK 1
PROJECT
04128.000-02001
MODELS
4EBB
1828- CALI"
GARAGE OWMAM:
LEFT
PAGE:
MISC.
DETAILS
50 MPH EXP. B
ARCHn'ECT-
STATE OF PLORIDA
2 016
V
D � 09/19/16
SCALE: 1 /4"=1'— 0"
SHEET
�2
F15ERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER F5CR
R'.�05.2.1 ON I,' O.S.B.
SHEATHING OR I' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T_IX2 W1 MTL. DRIP EDGE
2x4 OR 2x& SU15-15AND
PER ELEVATIONS
VENTED ALUM. SOFFIT
EMBED. STRAP VERIFY W/
TRU55 PLAN
%' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
WOOD
0
�EE ENERGY CODE FORMS
:OR INSULATION R-VALUES
I GYPSUM BOARD OR �, HIG
,TRENGTH CLG. BOARD
'ONC. FILLED LINTEL ELK W1
1) 05 REEAR CONTINUOUS
'RECAST LINTEL
EE ENERGY CODE FORMS
OR INSULATION R-VALUES
JINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) 05 RIEBAR VERTICALLY
W/ CONIC. POURED CELL
lx2 P.T. FURRING STRIPS
6 iro I O.C,
a, Ct_lU
1/2' GYP. WL. BID.
WOOL) BASE
Z
1—STORY
BLOCK WALL
lll� SCALE: 3/4'=l'-O'
-1/le" O.'s.B. OR j. CDX
-TYVEK BUILDING WRAP
-FORTIF15EP, 5LDG flAF
-GALVD MTL. LATH
-116' TEXTURED
FINISH a WOOD
-Y.' T 0 5
V MID WALL
WEEP SCREED
(L
4
_j
a, cmu
5/8' TEXTURED
FINISH a MABONRY
WEEP SCREED
DETAIL Cab WOOD TO
;,",P
LOCK CONNECTION
SCALE! 1 112'=I'-O'
a, cm
N DRYUkALL
FIBERGLASS SHINGLES OVER
030 FELT PAPER INSTALLED
PER FBCR RS052.7 ON 2'
O�SB. SHEATHING OR I' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. lx2 W1 MTL. DRIP EDGE
2x4 OR 2xro SUB -BAND
FIER ELEVATIONS
VENTED ALUM. SOFFIT
5TIFF15ACK AT ALL UPRIGHTS
OVER 4'-10' HIGH (SEE
SEALED ENG. FOR SIZE 4
CONDITIONJ
O.S.B. SHEATHING OR I-
CDX PLYWOOD. ATTACHED
PER FASTENER SCHEDULE
ON SHEET D5
-1/8' THICK, 3 COAT
PORTLAND CEMENT PILASTER
OVER EXPANDED GALVID
METAL LATH ON FORTIFIBEIR
JUMBOTEX GRADE 'D' PAPER
OVER TYVEK BUILDING WRAP
(REFER TO STUCCO SPECS
FOR COMPLETE INFORMATION)
WEEP 5CREED
(SEE DETAIL 2)
SECURE GABLE 70 2xro P.7.
PLATE W/ 12d's 5' O.C. MAX
2x4 BLOCKING BETWEEN
TRUSSES WHERE *X' BRe
15 PRESENT
FIRE-ENG GABLE TRUSS
2x4 NAILER
CONT. 2x4 RAT RUN SECURE
_V W1 (2)12d's a EACH TRUSS
TYF TO BE INSTALLED S, MID,
044, POINT OF TRU65 SPAN, OR
1 6, 1 101-01 OC. MAX.
SECURE 2x& PT. PLATE TO
BLK W/ �'xcb' ANCHOR BOLT W/
2' WA5HER SET IN SIMPSON
HIGH STRENGTH EPDXY I"
EMBED. MIN. a 32� OC MAX�
Ns' THICK, 3 COAT
PORTLAND CEMENT
PILASTER APPLIED
w
DIRE CTLY TO MASONRY
2; 0
I'X4' OR Do' P , I , AILER
1.4 1. OR %IX4' MR SECURE
TARU FRAME 4 EXTEND 41-
INTO BLOCK W1 %' TAPOONS
OR DRIVE PIN
eMIN SHAW, SIZE J45
M N
MjTl4.EMBEDMNT 144
IS'
OC. MAX SPACING
—OR
CASRGR WINDOW
DO
ATTACH TO 2X R
MANUFACTURIES DETAILS.
NOTE: SHIM AS NEEDED TO MU-15 JAMB �DO NOT EXCEED )W)
DOOR JAMB
T%LBLOCK +3/4 OR +5/4
WINDOW TO OCK +3�/4 OR +5/4
A
SCALE;
2>14: CEO
SECURE TO BLOCK W1
TAFOONS OR DRIVE I -IN
(MIK SHANK SIZE 145
M K HEAD SIZE -100
MR EMBEDMENT 0�')
WITAI S' OF EACH END 4
ID, CO. MAX SPACING.
2�. CEM
SECURE TO BLOCK W12-%'
TAPCONS OR PIN
DRIVE
(MIN. SHANK 6 ZE 145
MIN ' HEAD SIZE 300
MIN. EMBEDMENT 0")
WI HIM V OF EACH END 4
VOC. MAX SPACING.
a, CMU
2XS, OEM
Ji DRYWALL
SECURE TO BLOCK W,12-34'
TAPCON6 -OR DRIVE PIN
I'XA' OR Do' P.T. NAILER
(MR SHAW, _6�345
DOOR CASIN6.
MIN. HEAD SIZE -100
DOOR JAMB OR WINDOW
MIN. E DMNT'y
'E'.D
j
ATTACH TO �. IR
WITHI= rA.
V Oc . MAX ,AO1W
MANLFACTURES DETAILS.
NOTE; SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y,')
DOOR JAMB TO BLOCK +
WINDOW TO BLOCK +
ull SC,4LEs
1—STORY GABLE
BLOCK WALL
SCALE: 3/4'cl'-V
SEE ENERGY CODE FORMS
FOR INSULATION R-vALUES
9' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK U
(1) 05 RE15AR CONTINUOUS
SEE ENERGY CODE FORMS
FOR INSULATION R-vALUES
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST BILL
(1) 05 REBAR VERTICALLY
W1 CONC. POURED CELL
Ix2 F.T. FURRING STRIPS
a Iro I O.C�
a, CMU
1/2' GYP. WL. 5D.
WOOD BASE
FIBERGLASS SHINGLES
BLOCKING BETWEEN
OVER 030 FELT PAPER
___�-2x4
TRUSSES WHERE 'X' BRACING
INSTALLED PER FBCR
16 PRESENT
RS05�21 ON 1,' 0.5-6.
SHEATHING OR J' COX
PRE-ENG GABLE TRUSS
PLYWOOD SECURED PER]
FASTENER SCHEDULE
CONT. 2x4 RAT RUN SECURED W/ (2)
P.T. Ix2 W1 MTL. DRIP EDGE
12d's e EACH TRUSS
2x4 OR 2xro SU5-BAND—J
TO BE INSTALLED e MID. POINT OF
FIER ELEVATIONS Tyl.
TRUSS SPAN, OR 10'-0' O.C. MAX.
VENTED ALUM. SOFFIT
SEE ENERGY CODE FORMS
STIFFBACK AT ALL
FOR INSULATION R-vALUES
UPRIGHTS OVER 4'-10'
1, GYPSUM BOARD OR
HIGH (SEE SEALED ENG.
HIGH STRENGTH CLG.
FOR SIZE 4 CONDITION.)
BOARD
I, O.S.B. SHEATHING OR
2x4 NAILER
CDX PLYWOOD. ATTACHED
PER FASTENER SCHEDULE
2x4 6 24' O.C, s INTERIOR
ON SHEET D5
KNEE WALL
-1/8' THICK, 3 COAT
CONC. FILLED LINTEL 5LK W/
PORTLAND CEMENT PILASTER
(1) S RE5AR CONTINUOUS
OVER EXPANDED GALVD
METAL LATH ON FORTIFIBEIR
PRECAST LINTEL
JUMBOTEX GRADE 'D'
WINDOW ATTACHMENT AS
PAPER OVER TYVEK
PER MANUFACTURES
BUILDING WRAP (REFER TO
SPECIFICATIONS
STUCCO SPECS FOR
COMPLETE INFORMATION)
PRECAST SILL
EP 5TREED
WEEP
(1) 05 REBAR VERTICALLY
(SEE D:ECTAIL 2)
W1 CONC. POURED CELL
SECURE GABLE TO 2xro flT�
Ix2 P.T. FURRING STRIPS
PLATE W1 12d's V O.C, MAX
Irb, O.C�
SECURE 2x& FIT. PLATE TO
5LK W1 j"xV ANCHOR BOLT
a, CMU
W1 2" WASHER SET IN SIMPSON
1/2' GYP. WL. BD.
H IGH STRENGTH EPDXY I"
WOOD BABE
EMBED. MIN. e 32' OC MAX.,
%* THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
,7
4
1—STORY GABLE
W/ VAULT CLG.
Uj_B_p_� BLOCK WALL
SCALE; 3/4'=l'-O'
NOTE:
PER FeCR '305.2.1 - FOR ROOF SLOPES 2:12 TO
LE56 THAN 4:12-4 (2) LAYER UNDERLAYMENT
SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF
4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15
PERMITTED BUT MUST BE PER ASTM D224�, TYPE
11, ASTM D 486IJ TYPE IV, OR ASTM D 6-15-1
2X4: C83
2XAs CE13
2X4: CRI
SECURE TO BLOCK W
SECURE TO BLOCK W
SECURE TO BLOCK W4/4-
TAPCONS OR DRIVE PIN
TAPCONS OR DRIVE PIN
TAPOONS OR DRIVE PIN
(MIN. SHAW, SIZE W5
(MIN. SHAW, SIZE J45
(MIK SHAW, SIZE J45
MIN. HEAD SIZE _W0
MIR HEAD SIZE 300
MR HEAD SIZE -100
MIN. EMBEDMENT I -) —
WITHIN S' OF EACH END 4
-
MIR EMBEDMENT I Y '?
WITHIN V OF EACH END 4
MftL EMSEC41ENT I Y -)
WITHIN VOF EAC44 END 4 _TL
IB' OC. MAX SPACING.
IS' O.C- MAX SPACIW�
IS' OZ. MAX SPACING.
2X&� CEM
SECURE TO BLOCK Wn-V
NOTE: STRUCTURAL 2X MUST
2X&: CEM
SECURE TO
2�w CEO
SECURE To
TAPCONS OR
BE ON OUTSIDE 4 SECURED
TAPC_ONS
NOTE: STRUCTURAL 2X MUST
IAPI. OR
IPIN
(MIK SHAW, 2ZER
THROUGH NON--
1-1- SHANK IZE 145
BE ON OUTSIDE 4 SECURED
(MIN. SHAW SIZE .145
MIN. HEAD SIZE 300
V TAPCON MIN. 1-Y'
MIN. HEAD SIZE 3,W
THROUGH NON-STRJICTURAL
MR HEAD SIZE 300
MIR EMBEDNE14T 04-)
E—D-NT 1-0 BLOCK,
MR EM15EDMENT Ik.")
TAPCON MIN, I-V
MR EMBEDMENT I J/4,)
WITHINV OF EAC44 END 4
a- cm
WIT 44 END 4
MIN 8 OF EAC
EM—BEDt-E INTO BLOCK
WITHIN V OF EAC44 E140 4
18' OC. MAX SPACING.
A' DRYWALL
CO. MAX SPACING.
a, Cm
V O.C_ MAX SPACING,
2XSr CEM
I-X4- OR -,12- P.T. NAILER
2XS: =
W DRYWALL
2Xai CEM
SECURE I BLOCK W/2-��
TAPOONS OR DRIVE PI�N
0
)I.' O.S.B. X 4' MR
SECURE I BLOCK W/2-%'
TAPCCN6 OR DRIVE PIN
0
I'X4' OR I'X2* P.T. NAILER
BE TO BLOCK W/1-1/4'
TAPCON5 OR DRIVE PIN
(MI'L SHAW SIZE J4S
DOOR CASING
(Mir-L SHAW, SIZE J45
DOOR CASING
(MIN. SMANI< SIZE 14S,
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. HEAD SIZE 3�W
DOOR JAMB OR WINDOW
MR HEAD SIZE 300
ZMEIEDMENT 1)")
MIN, r
ATTACH TO 2X PER
MIN. EMBEDMENT 1)")
ATTACH TO 2X R
MR EMBEDMENT I Y49
WIT"I N VOIF EACH END 4
IS' OC. MAX SPACft4y
MANUFACTUSES DETAILS_
WITHIN OF EACH END
- or V
Is _. MAX SPACING.
MANIPACTURES DETAILS-
WITHIN V OF EACH END 4
IS - OC. MAX SPACING.
NO7Ex SHIM AS NEEDED TO FLU-0 JAM15 (DO NOT EXCEED J14')
DOOR JAMB TO BLOCK +1-15/16"
WINDOW TO.�BL � -+1-15/16"
E
c
2X4% CE13
SECURE TO BLOCK W/ 34-
TAPCONIS OR DRIVE PIN
(MIN. SHAW SIZE J45
MIN. 14EAD SIZE ""
MIN. EMBEDMENT I Y')
WITHI - V - r
IV .C. MAX Sl%�
2X&: CEO
SECURE To BLOCK W/2-4w
NOTEi 5 TRJCTURAL IX MOT
I APOONS, OR DR/E PIN
BE ON OUTSIDE 4 SECURED
(MIN. SHANK SIZE .145
THROUGH NON STRUCTURAL
MIN. MEAD SIZE '00
%'TAPr_ON MIN. I-Y'
MIN. EMBEDMENT I Y9
EMBEDMENT INTO 111-0111-
WIT14IN V OF EACH END 4
5, cm
V OC. MAX SPACING.
_�'DRYWALL
I'X4'OR I'X2'P.T. NAILER
SECURE TO BLOCK W/2-%'
TAPCONS OR DRIVE PIN
I' P.T. X 4'MR.
(MIN, SHANK SIZE J45
DOOR CASING
MIN HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. EMBEDMENT 14')
ATTACH TO 2X PER
WITH[ S' OF EACH END I
�411AIIJ
IB Or MAX SpACIW
-,ACTURE5 DETAILS,
NOTE� SHIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +2 1/�"
WINDOW TO BLOCK + 2 i�4
D
NOTE: SHIM AS NEEDED TO PLUMB JAMB �00 NOT EXCEED W)
DOOR JAMB TO BLOCK +3"
WINDOW TO BLOCK +3"
E, SCALE� 1'-1'-0'
2X4: cm
SECURE TO BLOCK wl
TAFICON6 OR DRIVE PIN
(MIN. SHAW, SIZE .145
MIN. HEAD SIZE ZOO
MIN. EMBEDMENT I W)
WITHIN V OF EACH ENID 4
NOTE, STRUCTURAL 2X MUST
IVO.C. MAX SPACING.
BE ON OUTSIDE 4 SECURED
THROUGH NON-67RUCTURAL.
2X&: CEM
%'TAP_ON MIN. 1-Y*
SECURE TO BLOCK W12I;�%'
EMBED NT INTO BLOCK
TAPOONS OR DRIVE P
eMIN. SHANK SIZE J45
MIN. HEAD SIZE 300
DRYWALL
MIN. EMBEDMENT I V)
WIT IN V OF EACH END d
I'X4' OR I'X2' P.T. NA :R
ILE
IV 0 . MAX SPACING.
2ND 2X SECURE TO
2XS:
STRJCTURAL MEMBER W/(2A2d
SECURE TO BLOCK W/2-34-
WITHIN V OF EACH END 4 6'
TAPCONS OR DRIVE PIN
io
TO V OC. MAX
(MIN SWANK SIZE 145
-ASING
MIN.HiiAD SIZE �&i
DOOR JAMB OR WINDOW
MIN_ EMBEDMENT I Y*)
ATTACH TO 2X PER
WIT IN V OF EACH E14D 4
IS' CO. MAX SPACING.
M41,11PACTUSEe, DETAILS.
NOTE; 9141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y�')
DOOR JAMB TO BLOCK +3"
WINDOW TO BLOCK +3"
NOTE: STRICTURAL 2X MST
BE ON OUTSIDE 4 SECURED
THROUGH NCN-STRJCTURAL
%'TAPCON MIR Wl'
Loa,
EMBEDMENT INTO 13
a, cm
Yi' DIRYWALL
I'X4' OR 1'>12'P.T. NAILER
36. ObB. X 4. MIN.
DOOR CASING
DOOR JAMIS OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AD NEEDED TO PLUMB jAm (Do NOT exczrD Y,)
DOOR JAMB TO BLOCK +3-7/16"
rt,'� WINDOW TO BLOCK
+3-7/16"
���KCALF F.Fv
2>14: CM
SECURE TO BLOCK W114-
TAPCON6 OR DRIVE I -IN
(MIN. SHAW SIZE .145
MIN. HEAD SIZE 2�00
MIK EMEaDMIENT I Y4')
WITHIN V OF EACH END 4
IS' O.C. MAX SPACING.
2X6: CEM
SE TO
IA.. C:L .%W'A
NOTE, --.I— �X -.I
(MIN. SHANK SIZE .145
BE ON OUTSIDE 4 SECURED
MIN. HEAD SIZE .300
THR� NON-STRUCTURAL
MIN. EMBEDMENT I Y')
TAPCON MIR 1-Y'
WITHIN 6' OF EAC44 END 4
EMBEDMENT INTO BLOCK.
18' CO. MAX SPACING.
2XS; C2M
DRYWALL
SECURE TO BLOCK WA 1/4
TAPCONS OR DRIVE P N
6,
OR I'-' I*_T_ NAILER
(MIN ' SHANK SIZE J45
\:I'X4'
I' P.T. X 4 - MR
MIK HiAD SIZE
DOOR CASING
MIK EMBEDMENT I Y
WITHIN V OF EAC14
DOOR J OR WINDOW
IVOC. MAX SPACING.
A TAC14 TO IX PER
MANJFACTURES DETAILS.
NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4')
DOOR JAMB TO BLOCK +3 3/4"
BLOCK +3 3
T4 WINDOW TO /4"
L!�/ SCALE:
6
GrZDe i n
oSOE..
L44i N - RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAk 407-774-4078
wwwabdesigngroup.rom
AA #-. 0003325
__R
F-su=rv. Se Lo
SILVERADO
LOT 2
BLK 1
Fa0im'
04128.001-02001
MODEL&
4EBB
"1828—CALI"
GAPLAGIC BMWO:
LEFT
PAGE:
MONOLITHIC
1—STORY
WALL
SECTIONS & NOTES
150 MPH EXP. B
ARCHrrECT-.
STATE Of FLO
2
]DATE: 09/19
F) 3
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER F-BCR
RJ052:1 ON a* O.SR.
SHEATHING OR �' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W1 MTL. DRIP EDGE
2x4 OR 2x6 SUIB-BAND
PER ELEvATIONS
VENTED ALUM. SOFFIT
DOUBLE TOP PLATE
WINDOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER
SPAN CHART FOR
DETAILS
0.6.5. SHEATHING OR �'
CDX PLYWOOD.
ATTACHED PER FASTENER
SCHEDULE ON SHEET D5.
'1/6' THICK, 3 COAT
PORTLAND CEMENT
PLASTER OVER
EXPANDED GALV'D
METAL LATH ON
FORTIFIBER JUM50TEX
GRADE 'D' PAPER OVER
TYVEK BUILDING WRAP
(REFER TO STUCCO
SPECS FOR COMPLETE
INFORMATION)
NOTE: SHEATHING MUST
NOT BREAK V-4' MIN.
FROM 2ND FLR LINE
2x4 CONT. e TOP AND
BT. OF FLR TRU55 (TOP
2x4 SUPPORTS 5T
PLATE OF 2ND Fl-R, 5T.
2x4 15 FOP, WALL
SHEATHING NAILER)
WEEP 6CREED
(SEE DETAIL 2/D3)
EM15IED. STRAP VERIFY
W/ TRUSS PLAN
5/.' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2-STORY
FIRST FLOOR
BLOCK SECOND
(T�FLOOR FRAME
SCALE1 3/4'=V-0"
2x STUDS -a lro' 0 ' C ' MAX W1
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
T 4 G SU5FLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
SIMPSON HETA-Irb EMBED.
STRAP 6 32' OC� MAX VERIFY
W1 TRUE76 PLAN
I- GYPSUM BOARD OR I'
HIGH STRENGTH CLG. BOARD
\_SEE ENERGY CODE FORMS
FOR INSULATION R-vALUES
\��J'GYPSUM 50AFPD OR J'
HIGH STRENGTH CLG.
50AFPJD
TWIST STRAP VERIFY W1
TRUSS PLAN
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
JINDOW SILL
Ix STUDS s Iro' O.C� MAX W1
'45UL., SEE ENERGY CODE
:ORMS FOR INSULATION
;Z-vALUES
'�' T 4 G &U5FLOOR GLUED
6�ND SCREWED AS PER
:ASTENER SCHEDULE
'RE-ENG FLOOR TRUSS
'IN5TALL PER MFG. SPECS.)
�' GYPSUM BOARD OR
416H STRENGTH CLG.
BOARD
7,ONC. FILLED LINTEL 5LK UP
'1) 05 RE15AR CONTINUOUS
�EE ENERGY CODE FORMS
:OR INSULATION R-vALUES
'RECAST LINTEL
IJINDOW ATTACHMENT AS
'ER MANUFACTURES
�PECFICATIONS
=RECAST SILL
1) 05 REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
a Iro I O.C.
a, cmu
1/2' GYP. JJL. BD.
WOOD BA5E
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
Rw52:1 ON a' 0.515.
SHEATHING OR J' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x& 6UE-BAND PER
ELEVATIONS
VENTED ALUM. SOFFIT
STIFFBACK AT ALL
UPRIGHTS OVER 4'-10'
HIGH (SEE SEALED ENG.
FOR 51ZE 4 CONDITION)
SECURE 2x4 PLATE TO WALL W1
i"xr.' THRU-50LTS 6 32' O.C.
MAX THEN BECURE GABLE TO
2x4 PLATE W/ l2d's 8' O.C. MAX
OR
SECURE G45LE TO D5L TOP
PLATE W1 SIMPSON HTC4 6 24'
O.C. MAX
WINDOW HEADER SIZE VARIES
PER WINDOW OPENING SEE
HEADER SPAN CHART FOR
DETAILS
OSB. SHEATHING OR J' CDX
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET
D5
'1/6' THICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
EXPANDED GALV'D METAL LATH
ON FORTIFIBER JUM50TEX
GRADE 'D' PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
NOTE: SHEATHING MUST NOT
BREAK l'-4- MIN. FROM 2ND FLR
LINE
2x4 CONT. e TOP ANII 5T. OF
FLR TRUSS (TOP 2x4 SUPPORTS
BT PLATE OF 2ND FLR, 5T. 2x4
15 FOR WALL SHEATHING
NAILER)
WEEP SCREED
(SEE DETAIL 2/D3)
EMBED- STRAP VERIFY
W1 TRUSS PLAN
V THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2-STORY GABLE
FIRST FLOOR
BLOCK SECOND
�,�FLOOR FRAMF�
1 1 S�Al � 3/4'al'-O'
10.515. SHEATHING OR J' CDX
PLYWOOD. ATTACHED PEIR
FASTENER SCHEDULE ON SHEET
05
I/V THICK, 3 COAT PORTLAND
CEMENT PLA5TER OVER
EXPANDED GALV'D METAL LATH
ON FORTIF15ER JUM50TEX
GRADE 'D' PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
2x4 CONT. 0 TOP AND 5T. OF
FLR TRUSS (TOP 2x4
9UPPOIRTS 5T PLATE OF 2ND
FLR, 5T. 2x4 16 FOR WALL
SHEATHING NAILE
WEEP SCREED
(SEE DETAIL 2D)
EM5ED. STRAP v IFY
W1 TRUSS PLAN
V THICK, 3 COAT PORTLAND
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
FLOOR CONNECTION AT PARALLEL/
PERPENDICULAR PRE-ENG FLOOR TRUSS
5CALE; 3/4'cl'-O'
2x STUDS 6 Iro' O.C. MAX W1
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
4-l' T 4 G SU5FLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
J' GYPSUM E30ARD OR
HIGH STRENGTH CLG.
IBOARZ)
CONC. FILLED LINTEL 5LK W1
(1) 05 REBAR CONTINUOUS
2x4 BLOC -KING BETWEEN
TRUSSES WHERE 'X' BRACING
15 PRESENT
PRE-ENG G45LE TRUSS
CONT. 2x4 RAT RUN SECURED
W/ (2)12d's 0 EACH TRU85
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
J' GY106UM BOARD OR
HIGH STRENGTH CLG.
BOARD
DOUBLE TOP PLATE
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICAT IONS
WINDOW BILL
2x STUDS Q Iro' O.C. MAX W1
IN&UL., SEE ENERGY CODE
FORMS FOR INSULATION
R-vALUE5
J' T 4 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
I' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL 5LK W1
(1) *5 R>EIBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
PRECAST SILL
(1) 05 REIBAR VERTICALLY
W1 CONC. POURED CELL
lx2 P.T. FURRING STRIPS
a iro I O.C.
a" r_MU
1/2' GYP. WL. BD.
WOOD BASE
3/4' T 4 G SU15FLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEI--)ULE ON
SHEET D2
FASTEN 2X4 R155ON (P.T. a
CMU) W/ (3)12cl NAILS 6 EACH
TIRU55
PRE-ENG FLOOR TRUSS— /IMI
(INSTALL PER MFG. SPECS.) /
CONC.FILLED LINTEL I5LKW/—/ jw
(1) 05 REBAR CONTINUOUS
RIBBON
�FASTENING DETAIL
SCALE: 3/4'-l'-O'
SE -� /I
FIBERGLASS 5HINGLE5
OVER 030 FELT PAPER
INSTALLED PER F5CR
FR�3052.7 ON �,' O.S.B.
SHEATHING OR J' GDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
PJ. IX2 W1 MTL. DRIP EDGE
2x4 OR 2xro 5U5-BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
1,0000 UPLIFT
CONNECTOR
2x6 SYP 02
DBL TOP
PLATE
WALL
SHEATHING
2x8 SYfl 02 —
WOOD STUDS
AT 12' O.C. MAX
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
I- GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
SIMPSON
SP2 -a EA.
2X6 STUD
I" DRY WALL
J' DIA ANCHOR BOLT
AT 16" O.C. MAX WITH -1-
EMBEDMENT AND 2'
DIA. WASHER
'5'MPF ON P
6 EA. 2X6
STUD
2x8 P.T. SYP 02
13
SOLE PLATE
(1) COURSE TIE-5EAM
POURED SOLID WITH
al
CONCRETE. (1) #5
RE5AR HORIZONTALLY
PRECAST LINTEL
WINDOW ATTACHMENT AS
w
PER MANUFACTURES
W Q
SPECIFICATIONS
u-
PRECAST SILL
Z
05 REBAR 19 1&*
iu
IV
O.C. MAX, IN
UZJ
CONCRETE
6
POURED CELL,
Ix2 P.T. FURRING STRIPS
0-
VERIFY PER
a Iro, O.C.
u- t
PLAN,
SEE ENERGY
1/2' GYP. WL. 5D.
d)
CODE FORMS
(1) 04 CONTINUOUS REIBAR
-i >
FOR
WOOD BASE
-j
40
INSULATION
3 ca
R-vALUES
*4 REIBAR 48' LONG
yl
1: (L
W1&' HOOK 10 24' OC,,
MIN. 24* IN 5LA5
IL
fy
In
2'-0' 0-11N,
co I
IN SLAB)
z
WALL
SECTION
4' CONC., RE INF. W1 &'xro'
WlAXW1.40 WUoM ON 9-MIL POLY
WOOD
ETHY LENE VAPOR 5ARRIER 01,
L-CC"PACTED CLEAN FILL
FRAME TO >
TERMITE TREATMENT SHALL BE
50RA-CARE
(3) 05 REBAR ON CHAIII
NOTE:
PER FBCR e0521 - FOR ROOF 5LOPE6 2;12 TO
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF
4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15
PERMITTED BUT MUST BE PER ASTM D22ro TYPE
11, A5TM D 48613 TYPE IV, OR A5TM D ro-15-1
A R C H I T E C T 3-1
6
pn
G r %S0.2.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
� o
r-suimrv. &a 07"1
SILVERADO
LOT 2
BLK 1
FIWJ=
04128.007-02001
MOIDEU
4EBB
"1828-CALI"
GAPULGE SI
LEFT
PAGIC:
MONOLITHIC
2-STORY
WALL
SECTIONS & NOTES
Q50 MPH EXP. J
ARCHrrECT-
STATE Qf= FLORD
I PRXNT
DATM 09/19/16
CAX.M 1/4"=V-0"
skiza"
D4
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R9052.1 ON �,,' O.S.B.
SHEATHING OR %' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
DOUBLE TOP PLATE
WINDOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER
SPAN CHART FOR
DETAILS
b O.S.B. SHEATHING OR I'
CDX PLYWOOD.
ATTACHED PER FASTENER
SCHEDULE ON SHEET D5.
-I/8' THICK, 3 COAT
PORTLAND CEMENT
PLASTER OVER
EXPANDED GALV'D
METAL LATH ON
FORTIFIBER JUM50TEX
GRADE 'D' PAPER OVER
TYVEK BUILDING WRAP
(REFER TO STUCCO
SPECS FOR COMPLETE
INFORMATION)
NOTE: SHEATHING MUST
NOT BREAK 1'-4' MIN.
FROM 2ND FLR LINE
2x4 CONT. a TOP AND
BT, OF FLR TRUSS (TOP
2x4 SUPPORTS BT
PLATE OF 2ND FLR, BT.
2x4 IS FOR WALL
SHEATHING NAILER)
WEEP SCREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
V THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2—STORY
FIRST FLOOR
BLOCK SECOND
��FLOOR FRAME
SEE ENERGY CODE FORMS
FOR INSULATION R-vALUES
R' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
TWIST STRAP VERIFY W/
TRUSS PLAN
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
UINDOW SILL
?x STUDS 6 16' O.C. MAX W/
NSUL., SEE ENERGY CODE
:ORM8 FOR INSULATION
R- VALUES
J' T 4 G SUBFLOOR GLUED
4ND SCREWED AS PER
°ASTENER SCHEDULE
'RE-ENG FLOOR TRUSS
'INSTALL PER MFG, SPECS.,
�' GYPSUM BOARD OR °
-SIGH STRENGTH CLG.
50ARD
:ONC. FILLED LINTEL BLK
) 05 REBAR CONTINUOUS
SEE ENERGY CODE FORMS
-OR INSULATION R-VALUES
'RECAST LINTEL
.UINDOW ATTACHMENT AS
'ER MANUFACTURES
3PEG IF ICAT I ONS
-RECAST SILL
1) "5 REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
G 16' O.G.
8' CMU
1/2' GYP, WL. BD.
WOOD BASE
OVER 030 FELT PAPER
2x4 BLOCKING BETWEEN
FIBERGLASS SHINGLES
INSTALLED PER FBCR
°®��,� TRUSSES WHERE 'X' BRACING
OVER 030 FELT PAPER
R905.2.1 ON I,' O.S.B.
IS PRESENT
INSTALLED PER FBCR
SHEATHING OR �, CDX
R805.21 ON 2' O.S.B.
PLYWOOD SECURED PER
SHEATHING OR J' CDX
FASTENER SCHEDULE
PRE-ENG GABLE TRUSS
PLYWOOD SECURED PER
P.T. IX2 W/ MTL. DRIP EDGE
GONT. 2x4 RAT RUN SECURED
FASTENER SCHEDULE
SEE ENERGY CODE FORMS
2x4 OR 2x6 SUB -BAND PER
W/ (2) 12d's 9 EACH TRUSS
PRE-ENG TRUSS
FOR INSULATION R-VALUES
ELEVATIONS
P.T. IX2 W/ MTL. DRIP EDGE
GYPSUM BOARD OR
� #
VENTED ALUM. SOFFIT
2x4 OR 2xroo SUB -BAND
HIGH STRENGTH CLG.
PER ELEVATIONS
BOARD
STIFFBAGK AT ALL
f
UPRIGHTS OVER 4'-10'
VENTED ALUM. SOFFIT
SIMPSON
NIGH (SEE SEALED ENG.
SEE ENERGY CODE FORMS
r
1000 UPLIFT
XS STUD
FOR SIZE 4 CONDITION)
FOR INSULATION R-VALUES
CONNECTOR
SECURE 2x4 PLATE TO WALL W/
2x8 SYP 02
8'xb' THRU-BOLTS a 32' O.C_
BOHGYPSUM A
P
HIGH SIRE CLG.R
DEBATE
MAX THEN SECURE GABLE TO
BOARD
DRY WALL
2x4 PLATE W/ 12d's S' O.G. MAX
OR
DOUBLE TOP PLATE
WALL
SHEATHING'
DIA ANCHOR BOLT
SECUREGABLE TO II TOP
WINDOW ATTACHMENT AS
2x8 SYP "2
AT I6' O.C. MAX WITH 1'
EMBEDMENT AND 2'
PLATE W/ SIMPSON HTC4 g 24'
PER MANUFACTURES
WOOD STUDS
DIA. WASHER
O.C. MAX
SPECIFICATIONS
AT 12' O.C. MAX
WINDOW HEADER SIZE VARIES
WINDOW SILL
SIMPSON SPI
PER WINDOW OPENING SEE
-a EA. 2X8
STUD
HEADER SPAN CHART FOR
2x STUDS 9 16' O.G. MAX W/
DETAILS
INSUL., SEE ENERGY CODE
1, O.S.B. SHEATHING OR I' CDX
FORMS FOR INSULATION
R-vALUES
2x8 P.T. SYP "2
O SOLE PLATE
(1) COURSE TIE -BEAM
PLYWOOD. ATTACHED PER
~
POURED SOLID WITH
FASTENER SCHEDULE ON SHEET
' T 4 G SUBFLOOR GLUED
Z
CONCRETE. (1) 05
D5
AND SCREWED AS PER
O Q
REBAR HORIZONTALLY
115' THICK, 3 COAT PORTLAND
FASTENER SCHEDULE
irj
(
CEMENT PLASTER OVER
ly
PRECAST LINTEL
EXPANDED GALV'D METAL LATH
7111
0-
1
WINDOW ATTACHMENT AS
ON FOR71FIBER JUM50TEX
'D'
UPER
w
MANUFACTURES
GRADE PAPER OVER TYVEK
z
SPECIFICATIONS
BUILDING WRAP (REFER TO
J
STUCCO SPECS FOR COMPLETE
PRE-ENG FLOOR TRUSS
w O
INF
PRECAST SILL
INFORMATION)
(INSTALL PER MFG. SPECS.)
"5 REBAR 16'
NOTE: SHEATHING MUST NOT
l"' GYPSUM BOARD OR }'
Z O.C. MAX, IN
BREAK I'-4' MIN. FROM 2ND FLR
HIGH STRENGTH CLG.
w CONCRETE
LINE
BOARD
Z POURED CELL,
Ix2 P.T. FURRING STRIPS
2x4 CONT, a TOP AND BT. OF
O VERIFY PER
(
9 16' O.C.
FLR TRUSS (TOP 2x4 SUPPORTS
CONC. FILLED LINTEL BLK W/
LL t PLAN.
00
8' CMU
BT PLATE OF 2ND FLR, BT. 2x4
IS FOR WALL SHEATHING
(1) S REBAR CONTINUOUS
::i O SEE ENERGY
1/2' GYP. WL, BD.
l PRECAST LINTEL
O (JNAILER) d) CODE FORMS
WEEP SCREED
WINDOW ATTACHMENT AS
FOR
J
(I) 04 CONTINUOUS REBAR
WOOD BASE
(SEE DETAIL 2/D3)
PER MANUFACTURER
INSULATION
M
SPECIFICATIONS
R-VALUES Z w
04 REBAR 46' LONG
PRECAST SILL
f Q Y W O
W/6' HOOK 6 24' O.G.,
EMBED. STRAP VERIFY
41 ? Q
O
MIN. 24' IN SLAB
W/ TRUSS PLAN
(1) S REBAR VERTICALLY
�I
Q �7
2'-0" (HIN,
W/ CONIC, POURED CELL
N
V THICK, 3 COAT
Ix2 P.T. FURRING STRIPS
IN SLAB)
PORTLAND CEMENT
9 16' OG
'—
PLASTER APPLIED
I
DIRECTLY TO MASONRY
8' CMU
�I'i
WALL
s
I `
1/2' GYP. WL. BD.
- I
^
4' GONG, REINF. W/ 6'x6'
2—STORY GABLE
1 WOOD BASE
SECTION — �_
L�
WIAXW1.40 WWII ON 6-MIL POLY
FIRST FLOOR
WOOD
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED GLEAN FILL
BLOCK SECOND
�/s
/
w
FRAME TO �
�
6' 6 6 �,
TERMITE TREATMENT SHALL BE
,— FLOOR FRAME
L _;
U
1B LOCK WALL °
2: m'* *
BORA-CARE
(3) "5 REBAR ON CHAIRS
SCALE: 3/4'=P-0'
a
A R C H I T E C T S
Design
Gros .nc.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.can
AA #: 0003325
w
w
U
m
0
a
0
R
0
Suimrv. Ae -OT
SILVERADO
LOT 2
BLK 1
PROJECT
04128.001-02001
moDgma
4EBB
"1828— CALI"
GARAGE S'WI NG:
LEFT
PAGE:
MONOLITHIC
2—STORY
1—HR WALL
SECTIONS & NOTES
150 MPH EXP. B
D � 09/19/16
SCALE: 1 /4"= l'- 0"
SHEET
D4. 1
PRECAST HEADEWMIN)
2 X 4 (MIN 2 X 3)1-3/16 TAPCCN
OR DIRIVE PIN (MIN SHANK SIZEJ45
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
13. FROM EACH END AND IS-
0 . MAI_ MIN 1- 1/4' EMBEDMENT
2 X 6 (MIN 2 X 3) 2-3/16 T_
OR DRIVE PIN eMIN SHANK
MIN HEAD SIZE
"/2.�7L
MIN EMBEDMENT 1 1/4')
S' FFROM EAC44 END AND 18'
0 MAX. MIN 1-1/4' EMBEDMENT
___2 X (MIN 2 X 3) 2-3/16 TAPCON k
OR DIRIVE PN (MIN SHAW SIZE
MIN HEAD SIZ�E :
Omwl
MIN EMI E� NT 41
SE
SE Uy
a. FROM EAC IS
END IS
MI. EA. END
M'_
O_C_ MAY- MIN 1-1/4' EMBEDMENT
IA6' COB S+-EATHING
C _ WA
M WALL
ARCHWAY DETAIL
16" AND UNDER
SCALE: vr.r-v
DBL_ TOP PLATE
2X4 IS' OC-. MAX
SECURE 2X4 TO
WOOD W/2-12d - & . -S'
OZ. STACV.ERED-
SeOIRE 2X4 W1 2-%'
P
.145 MIN. HEAD SIZE
TA 300 MINF�
':'CONS OR I'VE
MI. S.Nr
6 "E
EMBEDMENT I V WIIN
8' EA_ END NOT TO ARCHW14Y
EXCEED IS'OC.
MAX
B,
PLATE
2X SOLID
EILOC��ING SECURE In' PLYUJOOD.
To SHEATHING WITH OR 1/16, O.SB.
MIN. 2-12d PER BLK
EA. END
M _CHWAY
Q 1,W OAJ3 OR IV PLYWOOD e�EATIHIW.
Q W EILDG. FELT
24 WIDE 26 GA. GALVANIZED METAL
FLASHING
@ MUST ADD DIS10, 336' WIDE AND
AND MUST 512 A MIN 24' WIDE METAL-
(�j) FIBERGLASS SHINGLES
- TMSS
S"'�
1/2' . BOARD 4 TEXT�
OLC
SP4
611"� SP4
2X4 DBL. TOP PLATE
EVERY
. EVEfRY
1/2' DRYUJALL
OTHER
OT14ER STUID
2X4 WOOD STUDS -WOZ�
STUD
//'UN.0 ON TRUSS PLAN
2X4 OONT. STRESS
BLOCKING MID -WALL
2X4 PT. PLATE
SIMPSON SP4
32' 0,C. MAX
� Z SLAB
21. 1..
1-STORY
r,-\INT. BEARING WALL
NOTE; FOR WALL$ W/NO UPLIFT OR
WAS FLOOR LOAD ONLY, DO NOT
INSTALL CONNECTORS.
COL. TOP I -LATE
2X4 16' OZ- MAX
SECURE 2X4 Ull 2-V
TAPOONS OR DRIVE PIN
�MR SHAW SIZE .145 MIN.
HEAD SIZE -100 MK
EMBEDMENT I ill, WAN a,
r
:A� END NOT TO EXCE D
18' OC. MAX
2X SOLIr
BLOM � SEIM
W
TO SHEATHING WIT�
MIN_ 2-12d PER IBLK
E� IFNr
PRECAST WEADEWMIN)
2 X (MIN 2 X 3)1-3116 TAPCON:���
OR DIRIVE PIN ?MIN SHAW, SIZE.145
MIN HEAD SIZE -100
MIN EMBEDMENT 1 114')
S' FROM EAC44 END AND IS'
OIC. MAX, M N 1-114- EMBEDMENT
2 X 6 (MIN 2 X 3) 2-3/16 TAPCCN
OR DRIVE FIN (MI SHAW SIZE.14t,
M04 HEAD SIZE -900
11IN ENIBIE NT 11/4')
a. FROM EACH END AND IS'
OZ. MAX. MIN 1- 1/4' EMBEDMENT
:4v
2 8 (MIN 2 X 3) 2-3/16 TAPCON4
OR DRIVE PIN (MI SHANK SIZEJ4r,
MIN HEAD SIZE 300
1/16'OSB SHEATHING
MIN EMBEDMENT 1 1/4')
2X4 W Or-, MAX
S' FROM EACH END AND 15'
(WHEN OVER IS' IN HrIGHTd
OC. MAX. MIN 1-1/4"'MI
2.4 SOLID BLOCKII,* —
SECURE TO SHEATHING Wl
MIN. 2-12d PER BLK EA END
r�� �CLOSED VALLEY F
DOUBLE TOP PLATE
2.4 CONTINCUO $TRES$
BLOCKIW. MID WALL
2x4 STUDS . 16' OC. MAX,
U,ON,
J' T 4 G SUBFLCOR GLUED
AND SCRELLED AS PER
FASTENER SC44EDULE
IST FLOOR STUDS T
2ND FLOOR STUDS
SIMF-,ON MSTA-36 - 32'
O.C. MAX
FLOOR TFRUS$
DOUBLE TOP PLATE
2x4 C40NTINOJS STFRE 55
BLOCKING MID WALL
2x4 STUDS * W Oj=. MAX,
VUCN.
1/2' GYP. WL. 5D.
SECURE BT. PLATE TO SLAB
W/ ANC44OR BOLT Wl 2'
WASHER SET IN SIMPSON
HIGH STRI=NGTH EPDXY I'
EMBED. MIN.
SIMPSCIN .1-4 -52' O.C. MA.
. . A—
(�,�INT 2-STORY LBW.
ARCqWAY DETAIL
16- AND�,Ul`
PFRE-EW, TRISSIES OR
CONV. PP.AMED IRAFTERS
a'O.SJB. SHEATHINd. OR J'
COX PLYWOOD SECURED
PER FASTENER SCHEDULE
2.4 BLOCKING UNDER
WALL STUDS SCUM
BETWEEN TRU55 BAY Wl
e3)12d'. EAC44 END
2x DOUBLE TOP PLATE
STUDS - WO.C.
MTS-12 a EVER STUD
2X4 BT. PLATE
DORMER
K_o'� ATTACHMENT
DEL. TOP PLATE
SECURE 2 X IRIP TO FIT
W/2 -12dS 6'-S' OC. MAX
1/8' TEXTURED FINISH
2 X 4 1&- OC. MAX.
(UJHEN OVER 16' IN HIE T.)
2 X 4 ARHEN OVER 16' IN HIEG44T,)
I/ A50NITE
GLUE 4 RAIL WlSd'S W-12'Or-
IF NEEDED.
2 X SOLID BLKG - ARCH
SECUIRE W/2-12d EACH END
ATTAC441ENT PER
MAKUFACTUREWS SPEC'S.
MTL UM FRAME
ND
TO EXCEED 114'
ARCHWAY DETAIL
(���CUTA�WAY
'�Y
-ULTE
2 X 4 (MIN 2 X.S) 1-3/16 TAFICON
OR DPJVr PIN (MIN SHAW, SIZEA45
MIN HEAD SIZE _%W
MIN EM151E NT 1 1/4*)
S'FROM EAC44 ENE) AND 18'
EXISTING MLK ABV_
OC. MAX. MIN 1- 1/4' EMBEDMENT
1/4' TEXTURED FINISH
2 X 6 (MIN 2 X 3J 2-3/16 TAPCON
1/0' TEXTURED FINISH
OR C"VE PIN (MIN SHAW, SIZE.145
MIN HEAD SIZE SSO
lA&'OS5 SHEATHING
MIN EMBEDMENT 1 1/4')
S'FROM EACH END AND 18'
2 X 4 IS' OC. MAX.
OC. MAX. MIN 1-1/4' EMBEDMENT
(WHEN OVER 16' IN HEIC�HTJ
2 X 4 (WHEN OVER IS'
2 X 0 (MIN 2 X 3) 2-3/16 TAPCON
16' IN HEIGHT.)
OR DRIVE PIN (MIN SHAW SIZE.145
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1149
2 X SOLID MILKI. - ARCH
SECURE W/2-12d EACH END
W FROM EAC14 END AND 18'
ATTAC44MW PER
orz. MAX. MIN 1-1/4,
MANUFACrUIRER'S 5"C'S.
MTL WDUI FRAME
114' TEMPERED MASONITE
+4CrrE: 140 GA'
"OlE GAP ' WOW F"'AME
GLUE 4 NAIL W/bd'6 S'-12' OC.
TO EXCEED 1/4'
IF NEEDED.
ARCHWAY DETAIL
CUTAWAY
ASPHALT SHINSLFS OVER
3C FELTON 1/16 O.&B.
PRE-Ews GABLE TIRLISS
SPF STIFFBA
(SEE 5EALD EN*, PACK FOR
SIZE 4 CONNECTION)
2.4 SPF BLOCKING BETWEEN TRUSSES
WHERE WeRACING IS PRIESENT
ml CONIT* 1,4 SPF RAT RUN
0 "1" '
SECURE W, (') L
TRUSS
(2) 2.4 -2 S.Ypi ]DIAGONAL ISPEACE W/ (3)
12d'. . EAC44 'ONAL
T"'US5 (DIAC
X-IMPACIN63 TO COVER S-TRUSSES
1, Gypsurl 50ARD OR J,
HIGH STIRENSTA C-G.
NOTE: BOAF!0
DIAGONAL BRACE CENTER OF TF4JS9 SPAN OR HIGHEST RIDGE.
DIAGONAL BRACE TO BE - ANY SPAN OR GRATER IRErER TO
TRJUSS ENG. FOR ADDITIONAL HORIZONTAL TFRUSS REINFORCEMENT.
0'-0: TO 30'-0' (1) X-BRACE
30, To &0'-0' (3) X-5RACE (1) X-BRACE a CENTER AND (2)
BRACE DMIDED EQUALY FROM CENTER TO ENO
n�CGABLE X-BRACING
_F
2. IRIDGE ONE SIZE LARGER
THAN RAFTER SIZE
MIR (3)12d NAILS OR
MIN. (4) 10d CAN NAILS
lx& COLLAR TIE AT EVERY OTHER
RAFTER UY
MIR <3)12d NAILS OR
MIN. (4) Od GUN NAILS
2x RAFTERS
Ix8 NAILER SECURE TO TRUSSES
BELOW Wl
(2)12d 14AILS OR
(3) 10d C-0.11N NAILS - EA. TFAJSS
R,AFTER TO TIRUSS NTS-12
CREATE VOID FOR STRAP
ROOF DECKING OVER
PIRE-Ew. TRUSSES
PRE -ENG. TRILISS
ALTIER,IATE CONNECTION CO�NV
64E.Fl,
� _�D ROOF
M57A-24 RAFTER TO ISLKG 2 �jt
BETWEEN TRUSSES
0'-0' TO BIZACE
30'-I'TO &0'-0'(3)'X'5fRACE
(I 'X' BRACZ - CENTER)
(2'X'BRACE DIVIDED EQUALY FROM CENTER TO END)
FIBERGLASS SHINGLES OVER
W FELT ON 1/16- O.SJS.
(2) 2X4 -2 SYP DIA60NAIL BRACE �
Wl 5-12d - EA TRUSS ( DIAGONAL EIRACE
TO COVER 5-TFRU55E5
2X4 BLOCKING UHEFRE 'X' BRACING
16 PSMSENT
<2) kVd NAILS EA END
TO TRlSS,
SFF 97PP95ACK
(SEE SEALD FW.. PACK FOR
SIZE 4 CONNECTION)
lA&* 0513 SHEATHING —
USE Sd NAILS AT
4' — EDGE 4 ( ' — FIELD
2X4 W/ 3/8' X 5 LAG -32' 0C.
OR SIMPSON MSTA-24 - 32' OC.
SHEATHING NAILING TO BE
&:-&' O.C. IN FIELD
4 O.C.-ALL EDGES W/Sd NAILS
TRUSS 24' ...
1/2' CLG. BOARD
NAIL CONT. FZAT FRUN TO
TftSS W/ e2)12d - SA. TFW86
2X4 SYP RAT ADJACENT
TO DIAGONAL BRACE.
D5L TOP PLATE
2X4 STUD 16' D.C. MAX.
in, 2-STORY GABLE END CROSS BRACING
SCALE: 1/2'.1'-0'
!2 z
FINISH * LANDING
3/4' PLYWOOD FF.
D B L 2 X ro
-1115 UPLIFT
SIMPSCM 14TSMO
W/10 10d TO TF!USS
AND(4)1/4 .21/4'
TAPCCta TO CONT
POURED LINTEL
-2350 UPLIFT
(2) SIMPSOM WTSM20
INSTALLED ON OPPOSITE
FACES Or BLOCK WALL
U1110 Od TO TRIJ
AND (4)1/4' . 2 1/4'
TAPCONS TO CONT
POUIRED LINTEL
CONTINUOUS
MOND BEAM
\ T""'SS
IIH /I
M N. 2' COVER
12 -IAP—ART
TRUSS A "CH R RETROFIT
'LT"
36" t'I�N.
3/4" PLYWOOD WITH
4 12 - D COMMON5 WINDER DETAIL
LANDING DETAIL
NAILED TH RU 3/4'
NAILED THRU 3/4'
LYWOO INTO
FINISH s LANDING__� PLYWOOD INTO
FA
E CH STRI N.E.
3/4'f'LYWOOD FF. EACH STRINGER
LESS THAN 4' TYFI.
5L X 12
3-2xl2 SYf' STRINGER D5L 2X12 2XI2 TREAD
2XI2 T
ETWEEN SPINDLES
0 CUT T FAD
IT
REINFORCED W12X4 SFFOR CUT TO FIT
W/CONT. BEAD OF FLOOR J015T IXO R15ER
ER
5U5-FLOOR ADHESIVE
HAND RAIL,
I"L-400 OR SIMILAR Q
Z
EA HORIZONTAL RUN
SECURE TREADS TO STRINGER
T
WI(3)05 3' SCREWS 0 EA
STRINGER, UNTHREADED SHANK
1/2
1/2' DRYWALL-,,,
TO EXTEND BEYOND THICKNESS
OF SUB -FLOOR SHEATHING
IXIO TRIM
NOTE:
I' NOSING 7YFI-
STAIRS RISERS TO CONFORM
TO F5r_R 5TH EDITION (2014)
�3) lod CUT NAILLS%.
MIN. TREAD 10', MAX� RISER 1-3/4'
Q 2X4 P.T.
311(o* MAX. VARIATION IN RI5ER5/TREAD5
ro
SLEEPER INTO
ADJACENT TO EACH OTHER
315'MAX. VARIATION IN ANY R15ER/TREAD SLAB
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 13/4' 114' OR PROVIDE EQUIVALENT
GRASPA51LITY STAIR
SECTION DETAILS
WINDERS- MIN. 6' WIDE a NARROW END
MIN. 11' WIDTH o 12' FROM NARROW END SCALE:
3/4'al'-O"
a4'MIN. HANDRAIL HGT.
IS
A R C N IT E C TS
G r2Desi n
o Vuo.nc..
Al N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FAk 407-7744078
�.abdesigngroupmm
AA #-.0003325
—1:7
Floulmm de Lo
SILVERADO
LOT 2
BLK 1
1pRoJ=T#
04128.000-02001
MODEM&
4EBB
1828-CALI"
GARAGIC SWMG:
LEFT
IPA03C:
misc.
DETAILS
50 MPH EXP. B_j
ARCHMECT:
QIF FLONDA
1w
mIDATM 09/19
SCA.L.M 1/4"=V-0"
8*1mw
D
5
SEP
6
PRODUCT APPROVAL LISTING
FL 10446-114 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR
FL 10447-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR
FL 10456-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR
FL 17236-112 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR
FL 17244-R1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR
FL 17243
FL 17241 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR
FL 17236
FL 17244
FL 6223-112 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR
FL 17236
FL 7473-116 EAGLE PRODUCTS ROOFING ROOF TILES 2014 FBCR
FL 12019-R5 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR
FL 17624 PLYGEM PANEL WALLS SOFFIT 2014 FBCR
FL 14039-112 PLYGEM SINGLE HUNG - 2014 FBCR
FL 14634-112 PLYGEM SLIDING GLASS DOOR - 2014 FBCR
FL 15264 PLYGEM WINDOWS MULLIONS 2014 FBCR
FL 14253-113 PLYGEM FIXED GLASS - 2014 FBCR
FL 15217-114 MI WINDOWS &DOORS SINGLE HUNG - 2014 FBCR
FL 13349-114 MI WINDOWS &DOORS SLIDING GLASS DOOR - 2014 FBCR
FL 15333-112 MI WINDOWS &DOORS WINDOWS MULLIONS 2014 FBCR
FL 15076-113 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2014 FBCR
FL 5678-113 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR
FL 5684-117 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR
FL 15279-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR
FL 5891-115 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2014 FBCR
FL 10758-116 OWENS CORNING ROOFING ROOFING ACCESSORIES 2014 FBCR
FL 10477-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR
FL 13192-114 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR
FL 13223-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR
FL 13265-112 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR
FL 4103-118 TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR
FL 7006-119 IKO SHINGLES 30 YEAR 2014 FBCR
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 @
WW W.FLORIDABUILDING.ORG
CONTROL DATE: 05-19-16
A R C X I T E C T 5
Design
Grou ..�.
141 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32760
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA fi: 0003325 A
F
h
w
a
a
w
4
sysD:v ae r.,o�
SILVERADO
LOT 2
BLK 1
PROJEC
04128.00 -02001
MODEIc
4EBB
"1828—CALI"
GARAGE sIWING:
LEFT
PAGE:
PRODUCT
APPROVAL
LISTING
150 MPH EXP. B
Dp � os/ls/ls
SCALE: 1/4"=1'-0"
SHEET
6
PRODUCT APPROVAL LISTING
FL 10446-114 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR
FL 10447-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR
FL 10456-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR
FL 17236-112 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR
FL 17244-R1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR
FL 17243
FL 17241 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR
FL 17236
FL 17244
FL 6223-112 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR
FL 17236
FL 7473-116 EAGLE PRODUCTS ROOFING ROOF TILES 2014 FBCR
FL 12019-R5 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR
FL 17624 PLYGEM PANEL WALLS SOFFIT 2014 FBCR
FL 14039-112 PLYGEM SINGLE HUNG - 2014 FBCR
FL 14634-112 PLYGEM SLIDING GLASS DOOR - 2014 FBCR
FL 15264 PLYGEM WINDOWS MULLIONS 2014 FBCR
FL 14253-113 PLYGEM FIXED GLASS - 2014 FBCR
FL 15217-114 MI WINDOWS &DOORS SINGLE HUNG - 2014 FBCR
FL 13349-114 MI WINDOWS &DOORS SLIDING GLASS DOOR - 2014 FBCR
FL 15333-112 MI WINDOWS &DOORS WINDOWS MULLIONS 2014 FBCR
FL 15076-113 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2014 FBCR
FL 5678-113 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR
FL 5684-117 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR
FL 15279-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR
FL 5891-115 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2014 FBCR
FL 10758-116 OWENS CORNING ROOFING ROOFING ACCESSORIES 2014 FBCR
FL 10477-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR
FL 13192-114 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR
FL 13223-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR
FL 13265-112 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR
FL 4103-118 TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR
FL 7006-119 IKO SHINGLES 30 YEAR 2014 FBCR
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 @
WW W.FLORIDABUILDING.ORG
CONTROL DATE: 05-19-16
A R C X I T E C T 5
Design
Grou ..�.
141 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32760
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA fi: 0003325 A
F
h
w
a
a
w
4
sysD:v ae r.,o�
SILVERADO
LOT 2
BLK 1
PROJEC
04128.00 -02001
MODEIc
4EBB
"1828—CALI"
GARAGE sIWING:
LEFT
PAGE:
PRODUCT
APPROVAL
LISTING
150 MPH EXP. B
Dp � os/ls/ls
SCALE: 1/4"=1'-0"
SHEET
A R C X I T E C T 5
Design
Grou ..�.
141 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32760
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA fi: 0003325 A
F
h
w
a
a
w
4
sysD:v ae r.,o�
SILVERADO
LOT 2
BLK 1
PROJEC
04128.00 -02001
MODEIc
4EBB
"1828—CALI"
GARAGE sIWING:
LEFT
PAGE:
PRODUCT
APPROVAL
LISTING
150 MPH EXP. B
Dp � os/ls/ls
SCALE: 1/4"=1'-0"
SHEET
sysD:v ae r.,o�
SILVERADO
LOT 2
BLK 1
PROJEC
04128.00 -02001
MODEIc
4EBB
"1828—CALI"
GARAGE sIWING:
LEFT
PAGE:
PRODUCT
APPROVAL
LISTING
150 MPH EXP. B
Dp � os/ls/ls
SCALE: 1/4"=1'-0"
SHEET
ORMED CZNTROL JOINT-
FLAW_,E OF ROL JOINTS
CC14T T�
BE WIRED TIED TO LATH - W
OZ. MAX (VERTd. NOM, DO
N CONTIRM JOINT TO
NOT rASTIE
WALL EVEN IF STLID EXISTS
BEYOND XCEPT STAPLES LU/
VLEG MAY ISE USED TO TEMP.
SEOLIRE C014TIWDL JOINT
DURW. INSTALLATION
FA67ENEIRS TO BE SPACED
I' Or-, MAX VERTICAL.LY7
THICK, B COAT CEMENT
PLAST R
URB LAYER -2, FORTIFIBER
BUILDING. PAPER
APPROVED METAL LATH
FASTENED -1* (VERT.) O.C. MAX
AT SUPPORTS
WRIS LAYER -1,
STUCCO U)R,4p
UJOOD WEATHIWS
4TH SHALL NOT
E C40NTI
T
I TO
i:T
4ROUGH 'ONTROL
,,,T, SUC WALL
3��
E STOPPED AND
ED AT EAC44 SIDE.
PROVIDE 2X4 ISLOOKINd.
ER
A STM CI"3
"n,.rr>
PLACED FLAT MAX. WTO 8'
0.1
FROM CONTROL JOINT U14EN
CZNTROL JOINT FALLS ON
STRLICTURAL STUD
FASTENERS FOR LATH TO BE NAILS Ol_Q
—
TAPLES IN CZMPLIANCIE III/ ASTM C1063
T_
WIFE TIES TO BE eNO. IS)0,0415'WIRE
BLOCKINd. WOtLN MAY BE IN ADDITIa
WALL STUDS REQUIRED A14
PER PL
"M" TYPE CONTROL JOINT
Q
�AT,Ilws, LM CALLY
I-- -.A
.TILL T�
A.
LD. 122
J' THICK, COAT CEMENT
PLASTER
URIS LAYER -2, FOWIF15ER
ISUIL01W. PAPER
W-15 LAYER -1,
STUCCO WRAP
LAP L - - -
ES
U
Kil FLAW� I�E
DETAILI
NOTE,
APPROVED BUILDING. UAQAP
SMALL ISE LAPPED A MINIMIJM OF
C'. . VERTI CAL LAPS (ROLL
ENDS) 4 A' 0 HORIZONTAL LAPS.
D
ALL S.E.ARPTIBEEIED TO BE TAPED
UJITW R SHI TAPE
PE
I- Mll LAI _TA
T�
x I
LATH VERTICAL LAP TO BE I'
METAL LATH
T
WRB LAYER -4.
STUCCO UPAP
Ull;aB LAYER -2. FORTFIBER.,,
5JILDINd. PAPER
ro TAPER LAP
�� I �__
(4) KICKOUT
T_'N L- 1P A T T
MALL J
VERTICAL LATH
& PAPER DETAIL
NOTE,
SIDE LAPS OF METAL
PLASTER BASES SHALL
BE SECURED TO
FRAMW� MEMBERS.
THEY SHALL BE TIED
15ETUEEN SUPPORTS
UNTH 0,0415-IN_ (121-MM)
WIFE AT INTERVALS NOT
MORE THAN 5'(225-MM).
As PER ASTM Clors
FOR REPAIR OF TEARS
IN WRB LAYERS, TEARS
MAY Me PATCHED
WHOUSE UqAP TAPE
PER MANI SPEC. OR
PEEL 4 STICK
ROOF
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
ORB LAYER -2, FORTFIBER
BUILDIW. PAPER
WOOD SHEA7111W.
WOOD S7UC
SMEATHIWS
BUILDW.-
PAPER
STUCCO —
HORIZONTAL LATH
& PAPER DETAIL
WOOD SHEATHING
WR5 LAYER 01,
STUCCO UJRAfl
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
LAP W TAPE OvER
ROOrlr4LL 5CREED
5'X5' V TYPE CONTINUOUS
GALV - METAL FLASHING
(NAIL TO ROOF DECK, NOT
WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
SHINGLE ROOFING
L" FLASHING
N.T.S.
4'.4' SELF ADHIERIW. MEMBRANE
ATE IAL) OVER
PPRO - 'r-4
FLASWW3 (COMPATIBLE W/ wou-
WRAP M
A VIED HOUSE URAP.
I' OR LESS PIPE
PENETRATION
CUT AND OVERLAP ONE SIDE OF
SELF�ADW RIN63 MEMBRANE
FLASMIW E
INSTALL FASTENERS (CLIPS,
STRAPS, STAPLES) AS
REQUIRED TO SECURE
PIPE/ WIRE TO PRAMIW.
6ELIF-ADHERIN6, MEMBRANE
FLAWIWG (COMPAT115LE W1 HOUSE
U�Ap MATERIAL.) OVER 4'x4'
5ELF-ADHERIWS MEMBRANE
FLASHI OVER APPROVED
HOUSEW
FLASHI=EXTEND ONTO PIPE
OUT AND OVERLAP ONE SIDE OF
SELF-ADHERIW. MEMBRANE
STEP 02 FLA '
UPS LAYER -1, WIW
STUCCO WRAP
lR5 LAYER -2, FORTIFIBER
%WN rHAPEP
—&- W SELF-ADHERN63 MEMRANE
FLZWIN63 OVER 4'x4'
rELF-AIDWERIN6. I"IEMBRANE
AWIW R
FL . OVE APPROVED
HOUSE ue.Ap
-4'x4'5ELF-ADHERIW, MEMBRANE
FLAWING� OVER APPROVED
HOUSE
FLASHItTATO EXTEND ONTO PIPE
%'ODNT. BEAD OF SEALANT
INSTALL APPROVED HOUSEILRAP AIR
INFILTRATION BARRIER OVER
ELASTOMERIC COATING. OVER STUCCO/
r.V. FINISH (SEE TYP WALL SECTION)
E�� IaMing a
E,tH,, u f wda� plasW
SECTION PER FBC . .01
d 0.4—g
hM —ply Mth ftppb,�
llul—*�l 11 A6TM C 121-1 IA,
=Ib...f -1.�mr I.Itmg 1 �—Im
" _y wilh ASTM C 1�1 A-
f='If=E FENET FRATION DETA
LEGENIJ
DRAINAGE f=LANE (WFP,5
LAYER *I, 5TUC-GO WfR,4f=)
WfR5 LAYER *2 (FORTIF15ER - - --- - -
BUILE)ING f=,4f='EFR)
METAL LATH X—X—X—x
STUCCO
WOOD SHEATHING
eELF-AIDHESIVE FLA&�41NG
NOTE:
METAL L,4TH. L,4TH TO BE f=Ef;R F5C:
103.r -1
F, oJ / 45TM G-a,4 -12, MIN. 2.5 L55.
F=EfR 50. YARID (UTILITY OR NOMINAL
LATH DOES NOT MEET 51=ECIFICATION6)
A It C N I T E C T 8
Dmign
GWO2.rouir....
41 N. RONALD REAGAN BLVD.
LONGWOOD, FIL 32750
PH: 407-774-6078
FA)L 407-7744078
www.ab esigngmup.mn
AAd#1003326
9�
11
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SILVERADO
LOT 2
BLK 1
PRO
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04128.00 -02001
MODZTA
4EBB
"1828-CALI"
GARAGE 8TnN4G:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MP� ���B
ARCHITECT
STATE Cf- FLONDA
2
F-PRINT
DATE: 09/19
8CALE: 174"=f-10"
11921E]"
WAI
FrA R C H IT EC T 3
INSTALL 6' SELF- ADHERING
MEMBRANE FLASHING OVER
TOP, SIDE(S)AND BOTTOM
FLANGES OF NON-MOVAIBLE
FRAME OF THE EXHAUST.
SEQUENCE OF FLASHING TO BE:
I� BOTTOM. 2. SIDES, 3. TOP
X VENT CAP 15 TO BE SET IN BED
I
OF SEALANT AT TOP AND
SIDES ONLY- SEALANT 19 TO BE
TOOLED 50 AS TO DEFLECT
WATER AWAY FROM JOINTS.
E-Z BEAD ALL AROUND
VIENT-APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
APPLY SEALANT AT PERIMETER OF
BACKER ROD
NON -MOVABLE FRAME AND STUC,--O
ON ALL SIDES, Y4* CAULKING 0 JOINT
ALL AROUND
PER FBC R703.6.01
Exterior thin g�er�dtqnjng
BACKER ROD
Exterior use of portland cement plaster
shall comply vvith the application
11X
requirements of ASTIM C 926-1 IA.
Installation of exterior lathing and framing
shall comply vAth ASTIA C 1063-11 A.
1R5 LAYER 01,
STUCCO WI;P.AP
HOODED VENT
X
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRIB LAYER -2, FORTIFIBER
BUILDING PAPER
WOOD SHEATHIW.
DRYER
VENT (FRAME)
COD SHEATHN'�'
Y
LA
5_, '
__ A_
BUL LA _ _ "_-TIFIBER
_'N_ PAPER
"OOD ___
CON5TIJCTIO�N
—METAL LATH
a, CMU
VINYL CASINGS BEAD
WPWSED BAND
% VTO VMID-WALL
UEEP SOSEED
b'WIDE STRIP SELF
ADHESIVE FLASHIW., CLEAN
MASONRY BEFORE APPLYIWS
Z FLASHIW.
STONE VENEER
OVER SCRATCH COAT
HORIZONTAL WEEP SCREED
W/STONE VENEER
(FRAME TO BLOCK�
LEGEND
DRAINAGE PLANE (WR5
LAYER 01, STUCCO WRAP)
WR5 LAYER W2 (FORTIF15ER
BUILDING PAPER)
METAL LATH X—X—X—X
STUcco L:�
WOOD SHEATHING Fz'��
SELF -ADHESIVE FLASHING
NOTE;
METAL LATH: LATH TO 5E PER F5G
R-103,ro.1 / A5TM C-64-1-12, MIN. 2.5 L56.
PERSQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET 5PECIFICATION5)
STUCCO
FINISH
ro' 5ELF ADHESIVE
OVER TOP 4 SIDES
SELF
FLASHING
UNIT
PREMANUF, DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT a
TOP 4 SIDES
DRYER VENT (BLOCK)
BUILDING PAPER
OVER:QUICK
FLASH __j
—1
RIPE THROUGH ---
WALL
61 SELF ADHESIVE-
FLASHIWG (INSTALL
PER MANUF. SPECS.)
BUILDING PAPER
UNDER 'QUICK FLASH'
A VENT PENETRATION
SCALE: N.T.5�
ELEC. METEF
VERIFY LO
STUCC'O'=5C�:IRATCH COAT
4 1 COAT OF FAINT W/5ACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
ELEC. METER FIELD
VERIFY LOCATION
V
WOOD
WOOD
_�WR5
oo
STUCC
UR15
BUILD
THI
PLAS
TO
WEEP
ro' SELF-ADHE51VE
FLASHING
I !
WOOD FRAMED
WALL
HORIZONTAL WEEP SCREED
(FRAME TO FRAMEJ
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
15OCYANOTE-POLY]BLEND FOAM
Al ')R SIMILAR)
APPLY A 51LICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATE6
CONSTRUCTION
SHEATHING
LAYER 01,
O WRAP
-0 SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
ELECTRICAL CONDUIT
PENETRATION
LAYER *2, FORT1rI5ER
ING PAPER
CK, 3 COAT CEMENT
TER
V MID -WALL
5CREED
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER -1,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEWRAfl
BELOW
CUT SUCH THAT -
No MEMEIR�41NIE
ENTERS BOX,
APPLY TO FACE
EDGE
APPLY E-Z
OVER r.0 M1
GRADE 'D'
FELT-PROVI
SEALANT AT
JOINTS AND
INTERSECTIC
WOOD SHEATHIWG
��IWIQM LAYER 01,
STUCCO WRAIP
LAYER -2, FORTIF15ER
BUILDING. PAPER
METAL LATH
WOOD
��,I/WTEXTURED
CONSTRUCTION ��FINISH - WOOD
FASTEN TO WOOD STRUCTURAL
MEMBER - 1* OZ. MAX
VTO %'MID -WALL
- 5CFEED
WEEf
WWIDE STRIP SELF
ADHESIVE FLA5WIW., CLEAN
MASONRY BEFORE APPLYIW.
T_-TI_
U
FINISH MASONRY
(!�oHORIZONTAL WEEP SCREED
(FRAME TO BLOCK)
WIRB LAYER #1,
STUCCO WRAP
CUT 'X' INTO
SELF -ADHERING
MEMBRANE FLASHING
APPLY 5ELF-ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED LURB LAYER
6TEF #1
APPLY MIN
GRADE "L�
OVER
5ELF-ADHERING
FLASHING OVER
APROVED
HOUSEWRAP
6TEF *3
STEF #2
WR5 LAYER 01,
STUCCO WRAP
vmwq
viSELF-AC)HERING
MEMBRANE FLASHING
WRIS LAYER 02, FORTIF15ER
IBUILDING PAPER
5 T E F #4
ELASTOMIERIC
COATING OVER
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
STEF #E� &TEf= #ro
ELECTRICAL RECEPTACLE
I n
S
My.c.
G
LONGWOOD, FIL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: GOO
-L 327A
_7.
group _m
2 F
1.4
U=rv. 89
SILVERADO
LOT 2
BLK 1
PROJECT
04128.001-02001
MODZIU
4EBB
"1828—CALI"
GARAGE BWMG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
vo,.150 MPH EXP. B.,;
F_ ARCHITECT -
STATE Of FLORIDA
F-PRMT 09/19
3DA*1 —
8CALM: 1/4"=V-0"
SPEIIIIINT
%, WA J
WOOD SHEATHING
WOOD
CONSTRUCTION
HAT CHANNEL—
W/b/.' TYPE 'X' DRYWALL
WOOL) SHEATHING
WR5 LAYER -1,
STUCCO WRAP
THICK, 3 COAT C
PLASTER
WRB LAYER -1,
STUCCO WRAFI_)(
AMICO 1166-WFLLIC-180J'11�
CUSTOM CASING BEAD
WRIB LAYER 11,
STUCCO WRAP
WR5 LAYER -2, FORTIrI5ER
BUILDING PAPER
THICK, 3 COAT CEMENT
PLASTER
6' 5AF. - TOP OF WEEP SCREED
TO SHEATHING BEHIND WEEP 51CREED
4' POSITIVE DRAIN
WEEP 51-REED
-ADHEREING
6' SELF
FLASHING WRAPPED
TOP OF WEEP 6CREED
TO SHEATHING 15ELOW
=zz,\
WRB LAYER -1,
STUCCO WRAP
WR5 LAYER *2, FORTIF
BUILDING PAPER
W SELF- ADHERE ING
FLASHING WRAPPED
CORNER OF _ANTILEVER
4'POVT1VE PERAIN
7y WEEP SCREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1-HOUR CASING
BEAD DTL.Ca) CANT.
SCALE: 1 1/2'=1'-O'
NOTE:
METAL LAT�4: LAT�4 TO BE PER F5G
R-103.ro.] / 45TM C-0471-12, MIN. 25 L55.
FER SQ. 'TARD (UTILITY OR NOMINAL
L,4TP DOES NOT MEET 6f=EG IF ICAT IONS)
'3/� RESILIENT
HAT CHANNEL
5/8'TYF-E 'XDRYWALL
W/TEXTURED 4 PAINTED
FINISH
THICK, 3 COAT CEMENT
I-LASTER -
WOOD CONSTRICTION
WEATHER RESISTIVE
BARRIER -1
WEATHER RESISTIVE
BARRIER -2
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
(2) 2x12 HEADER
f IN
-051TIVE DRA
VINYL CORNER BEAD /-4
VINYL C jwNo GAP IN FIELD
eSHOWN FOR CLARIFICATION OF
SEPARATE AOCESSORIES ONLY)
1-HOUR DRIP EDGE
INSTALLATION
WOOD CONSTI;;3JCITON
R _WEATHER RESISTIVE
BARRIER -1
5: RESISTIVE
'_—WEATHER
BARRIER -2
vi CASING MEAD—\
J' THICK, 3 C40AT CEMENT
PLASTER
5/8' TYPE 'X' DRYWALL
METAL LATH
W/TEXTURED 4 PAINTED
NTED
A�
WOOD SHEATHING
FINISH
� :
r
9' THICK, 3 CO -EMENT
' HEADE"EAM
PLASTER -C-0-AT
VINYL CORNER BEAD
4'PO$lTIVE DRAIN
WEEP $CREED
VINYL CA ING BEAD
IN FIEL
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
@DRIP EDGE
INSTALLATION
EXT. WOOD FRAMED --,.-
WALL
SUB -FLOOR DECKING---
PRE-ENG'D TRUSS
WEATHER RESISTIVE
BARRIER -1
WEATHER RESISTIVE
5ARRIER n
J' THICK 3 COAT MEN
PLASTER
METAL LATH
WOOD SHEATHING
4'FIOSITIVE DRAIN
WEEP SCREED
E 6
(SHOUIN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
EXTERIOR GRADE
DRY WALL
I' THICK. 3 COAT C
ANTILEVER DRIP
EDGE
LEGEND
DRAINAGE FLANE (WIR5
LA'T-EfR #I, STUCCO WRAP)
WR5 L,4YEfR *2 (FORTIFIBER
BUILDING F,4F=EfR)
METAL LATH X—X—X—x
STUCCO F-7
WOOD SHEATHING L'1_
12Z .......
5ELF-AIDHESIVE FL,45HING
FINISH LAYER (2 LAYER
FEEL 4 STICK) ------
6' FEEL 4
STICK a D��"
EDGE TO
DECK
)�'Xl %' P.T. OR SIMULATED
WOOD eTREX) FILL
CON71NUOU6
WATER PROOR
NG [at
LAYER (2 LAYER PEEL 4�,
STICK) WRAPPED F70M
BALCONY DECK TO
CANTILEVER
r2* PEEL 4 STICK 0
DRIP EDGE TO DECK--�
I Y2'XI -/4' P7. OR SIMULA7
WOOD (TREX) FILLER,
CONTINUOUS
Y,' GAP, FOR 15A�X��R
ROE) 4 SEALANT
FINISH LAYER (2 LAYER
PEEL 4 STICK)
3/4 RESILIENT
HAT CHANNEL
516' TYPE 'X*,DRYWALL
W/TEXTURED PAINTED
FIN15H
THICK, 3 COAT CEMENT
PLASTER
VINYL CORNER BEAD
VINYL CASING BEAD
3' X 3' 26 CIA. GALV.
METAL DRIP EDGE
SET IN FULL MED OF
SEALANT, Y2' MIN.
SPACE FROM DRIP
FACE TO TREX
V,' GAII FOR BACKER
ROD 4 SEALANT
VINYL CASING BEAD
00
WEATHER RE61STIVE
BARRIER 01
WEATHER RESISTIVE
zu
BARRIER -2
DECK MEMBRANE,
EXTEND OVER DRIP
EDGE
3' X 3' 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANT, Y,' MIN.
SPACE FROM DRIP
FACE TO TREX
VINYL CASING BEAD
WATER PROOFING let
LAYER (2 LAYER PEEL 4
STICK) WRAPPED FROM
BALCONY DECK TO
CANTILEVER
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
WEATHER RESISTIVE
5ARRIER *1
WEATHER RESISTIVE
BARRIER -2
4'POSITIVE DRAIN
WEEP SCREED
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
1-HOUR BALCONY DRIP
EDGE INSTALLATION
2x FRAMING MEM5EIR
THICK, 3 COAT CEMENT
PLASTER
CORNER BEAD
FASTENED TO SHEATHING
a "I" O.C. MAX.
WR5 LAYER 01,
STUCCO WRAP
WOOD SHEATHING
METAL LATH
WIRIB LAYER w2, FORTIRIBER
IBUILDING PAPER
CORNER BEAD 6) FRAME
14A
(4
2 1/2
CORNER BE
D
(FASTENER 4 SPACING 6 71" O�C.)
cmu
THICK, 3 COAT CEMENT
PLASTER AFF'LIED
DIRECTLY TO MA50NRY
Il
GAP FOR BACKER
ROD 4 SEALANT —
VINYL CASING BEAD
WATER PROOFING II;'
LAYER �2 LAYER PEEL
4 STICK)
PEEL 4
WOOD SHEATHING
tURIB LAYER -1,
STUCCO WIRAP
WRB LAYER 02, FORTIF15ER
BUILDING PAF1ER---,
METAL LATH ------------
THICK, 3 COAT CEMENT
PLASTER
ro'SELF-ADHERING—
FLASHING
DRIP CAP
WINDOW FLANGE
:OLUMN SHEATHING
WEATHER RESISTIVE
BARRIER -1
WEATHER RESISTIVE
BARRIER *2
11 - SAP.
-FEEL 4 S�I�K
-I Ya'x3' 'L' FLASHING
FULLY EMBEDDED
IN ROOF CEMENT
-I V X 3' 2r. CIA. GALV.
METAL DRIP EDGE
SET IN FULL 15ED OF
SEALANT,)J'MIN.
SPACE FROM DRIP
FACE TO TREX
WEATHER RE515TIVE
BARRIER -1
RESISTIVE
BARRIER -2
AWEATHER
EXTERIOR COLUMN
-
COLUMN SHEATHING
I VXIV F.T. OR SIMUL�
WOOD (TREX) FILLER,
CONTINUOUS —
Y4'GAF` FOR SEALANT
OPT. 5ACKER ROID.
MODIFIED SO
3/4 RESILIENT
HAT C14ANNEL
5/5' TYPE 'X' DRYWALL
W/TEXTURED 4 PAINTED
FINISH
I- THICK, 3 COAT CEMENT
PLASTER
61 SAP.
I X2'x3' V FLASHING
FULLY EMBEDDED IN
ROOF CEMENT
I Y�' X 3' 2e, GA. GALv.
METAL DRIP EDGE
SET IN FULL BEE) OF
SEALANT,h'MI14.
SPACE FROM DRIP
'FACE TO TREX
VINYL CASING BEAD
WATER PROOFING Ist
LAYER (2 LAYER PEEL 4
STICK) WRAPPED FROM
BALCONY DECK TO
CANTILEVER
- THICK, 3 COAT CEMENT
PLASTE
METAL LATH
WOOD SHEATHING
4'f-OBITIvr= DRAIN
WEEP 6CREED
VINYL C05aER BEAQ:�/ (SHOWN FOR CLARIFICATION OF
VINY CASING BEAD SEPARATE ACCESSORIES ONLY
1-HOUR BALCONY DRIP
EDGE INSTALLATION 0 COLUMN
W T " PT A q T-TT IsTr-,)
WOOD SHEATHING
WR5 LAYER 01,
1
STUCCO WRAP
WRB LAYER 02, FORTIF BIER
BUILDING FAFIER
4
METAL LATH
THICK 3 COAT CEMENT
(EXPLODED
VIEW FOR FILA5TER
CLARITY)
WRIB LAYER 02, FORTIFIDER :1
'x.
BUILDING PAPER-- A
METAL LATH
THICK, 3 COAT r-Er
PLASTER ------- \�
ro'SELF-ADHEIRING
FLASHING
DRjf1
WINDOW FLANGE
CASING BEAD (�i) WINDOW
(FRAME, NO BAND)
FA R C N IT E C T3
I n
W.
GM n2c.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
N
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1�
1�4
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SILVERADO
LOT 2
BLK 1
PnoJ=T#
04128.000-02001
3dODEMc
4EBB
"1828-CALI"
GAP-4kGE 81FMG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
%,150 MPH E . Bi
ARcHrrEcT.-
STATE Of-- FLORDA
2016
1"'PRINT 09/19/16
DATM
SCAIM 1/4"=V-0"
9111m=
% WA3
WOOD SHEATHING
WR5 LAYER -1,
STUCCO WRAP
UARB LAYER -2, rORTIFIBER
BUILDING PAPER —
METAL LATH --------- \,�
J' THICK, 3 COAT CEMENT
PLASTER
(o'SELF- ADHERING— -
FLASHING
vINYAL ANGLED
CASING BEAD 7L�
DRIP CAP
WINDOW FLANGE
WOOD 5HE,4THING
METAL LATH
WR5 LAYER 01,
5TUCCO WRAP
WR5 LAYER #2, FORTIFIBER
IBUILDING PAPER—
�' THICK, 3 COAT CEMENT—
FLAe)TEfR
VINYL ANGLED
CASING 5EAID
VINYL CA61NG 5E,4[)
WOOD 6HEATHING
WR5 LAYER 01,
5TUCCO WRAP
tWR5 LAYER *2, FORTIFISER
IBUILDING PAPER
METAL LATH
�EXPLODED J" THICK, 3 COAT CEMENT
vlEW FOR PLA5TER
CLARITY)
WRB LAYER -1,
STUCCO WRAP
VINYAL ANGLED
WRB LAYER -2, "
BUILDjNG PAPER —
METAL L:ATH
THICK, 3 COAT C
PLASTER
1. 'SELF - ADHERI�
FLASHING —
DRIP CAP
WINDOW Fl ANGE
Y* GAP TYP
fA51NC, FlEAD
TO TRIM
IX TRIM MEMBER
0 STUCCO TO —
SIDING TRANSITION
SIDING -7
F�
L_ 4_7
W00C) 6HEATHING
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
LAYER -2, FORTIFIBER
BUILDING PAPER
WOOD 5HEATHIWG
WRB LAYER -1, =(,L:,AYER -1.
STUCCO WRAP LURA,
CASING BEAC)
ro' SELF-ADHEREING
FLASHING OIR PEEL 4 STICK
SIDING TO STUCCO
WOOD CONSTRUCTION
�CTION
5EYOWD
UOOD S�ISATWIW�
UEAT14ER RESISTIVE
TIVE
BARRIER -1
T
LLEAT�IER RESISTIVE
BARRIER -2
x I Yw LAP SIDING
' REVEAL
SELY-ADWERING
e,' SELF -AD ZW
'4ER'NG
IL
FLASHING
FLA5HIW.
UEATHER RESISTIVE
BARRIER -1
ILEATI-ER IWS15TIVE
STARTER STRIP
BARRIER -2
00 NOT CALILK OR
SEAL OPENIW,
SFLF_AD"ER'WG
FLASHIW.
GALVD METAL
GALYD METAL
7* FLASHIWS
=WSIMULATED—
TRIM MEMBER
STUCCO CASII
ISAW61MULATED
u TRIM MEMBER
BEAL GAP WCAULKING
OR A"
�OVED SEALANT
STUC.—rQ CASW,
SIDING TO STUCCO
(�i) BLOCK TO FRAME
NOTE:
METAL LATH: LATH TO 5E PER F5C
R103.6.1 / A6TM C-a4l-12, MIN� 2.5 L55.
PER 5Q. YARID (UTILITY OR NOMINAL
LATH DOE5 NOT MEET SPECIFICATIONS)
WF,5 LAYER *I,
MOOD CONSTRUCTION
BEYOND
STUGG0 WfR,4f='
WOOD SHEATHING
WEATHER RESISTIVE— --
BARRIER -1
11JEATI-EIR IISSISTIVE
LUfP,5 LAYER *�2, FC)RTIF15ER
BARRIER -2
1'� LAP .01NG___
RE AL
51JILDING PAPER
WSELF-ADI-ERIWS
)<
FLASHIWS
)< rIETAL LATH
STARTER 6TRIP____,y_l
DO NOT CAILK OR
THICX, 3 COAT CEMENT
(EXPLODED 6
vIEW FOR PLASTER
,ITY)
GALV-1—
'Z* FLASHING
I V X 9,' SIMULATED— --
WOOD TRIM MEMBER
CASING BEAD C0 RAISED
t7A BAND (FRAME)
I
5 ALE: 11/2'=I'-O'
C,
r.' SELF-ADWERIN6.
FLASHIW
UJEAT�ER
BARRIER
UJEATWER
BARRIER
---------------------------------------------------------------------------------------------------------
THICK, 3 COAT CEMENT
lElLANT PLASTER
METAL LATH
-7- —.
WINDOW FRAME
WI LAYER 02, FORTIFIBER
BUILDING PAPER
--- — ------------------
-------E-Z BEAD VINYL CASING
(LU/3/a' F-LEX15LE PVC 5ACKER ROD)
WR5 LAYER 01, STUCCO WI
WRAPPED AROUND FRAMING
MEMBER
ro' SELF ADHESIVE FLASHING
WOOD SHEATHING
4MING
2X FRo
MEMBER DETAIL BELOW EXPLODED
FOR CLARITY
---------------------------------------------------- i -----------------------------------------------------
--------------------------------------------------- ------------------------------------
Y4" rAF` THICK, 3 COAT CEMENT
CASING 5EAllF
PLASTER
SEALANT TO LUINIDOLU METAL LATH
FLASHING
UEATHER RESISTIVE
BARRIER 'I TO LAP
WMIN ABOVE TOP
FLASHING
OF z.
UEATHER FiESISTIVE
BARRIER 'I
USATWER RESISTIVE
BARRIER -2
GALVD METAL
'Z' FLASHIW.
DO NOT CAULK OR
SEAL OPENW3
IJEAT�4ER RESISTIVE
BARRIER -1 TO LAP
I TOP
LASWII
I I WX 6' SIMULATED
WOOD TRIM MEMBER
WSELF-ADHERII
FLASH[W.
SEAL. GAP W/CAULKJI
OR APPROVED rEAJ
JEAT14.- RI
BARRIER -1
E-Z BEAD VINYL CA
(W/W FLEXIBLE PVC
SACKER ROD�
SIDING TO STUCCO JEATWER RESISTIVE
BARRIER -2
FRAME TO FRAME
WINDOW FRAME
WINDOW FLANGE
WIR5 LAYER w2, FORTIF15ER
BUILDING PAPER
WOOD SHEATHING
WR5 LAYER *1,
STUCCO WRAP
(o" WIDE PEEL 4 STICK
OVER FLANGE
E-Z 5EAr_) VINYL CASING
2X FRAMING (W/3/a' FLEXIBLE PVC 5ACKER ROD)
MEMBER -APPLY FULL BED OF SEALANT BETWEEN
FLANGE 4 BUILDING WRAP
BUILDING z
WRAP
-----------------------------------------------------------------------------------------------
BEAD WIN.DO.WCASING
C, A
LEGEND
DRAINAGE PLANE (WI
LAYER #I, 5TUCCO WRAP)
WI LAYER 02 (FORTIF15ER
5UILDING PAPER)
METAL LATH X—X—X—x
5TUCCO I
WOOD SHEATHING
5ELF-ADHESIVE FLASHING
A R C N I T F C T Ill"I
m *vin
G r ZqouSj.n2c..
1"I N. RONALD REAGAN BLVD.
LONGWOOD, 19. 32750
PH: 407-774-6078
FAX: 407-774-4078
�.abd�lgngmupxom
AA#-.0003325
E-;
__7
UBDIV. a. 3LO .4
SILVERADO
LOT 2
BLK 1
[pnoi=T#
04128.000-02001
MODEL&
4EBB
1828-CALI"
GAIRAGE BVMG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHITECT. -
STATE OF FLONDA
111 -1
3DATE: 09/19/16
ISCAI&I 1/4"=l'-O"
size=
WA4
A R C H I T E C T S
CUT HOUSEWRAP
wAT A5' ANGLE
MODIFIED 'I' CUT
IN HOU5EWR4P
LINE OF WINDOW -
OPENING
APPROVED HOUSEWRAP
OVER SHEATHING OVER
WD STUD WALL
STEP 1
IINSTALL b'
SELF-ADPE
FLASHING C
NAILING FL,
JAMBS
EXTEND FL
I' BELOW 61
FLEXIBLE F
'DO NOT BE
FIN
TEMPORARILY
FOLD -UP t SEC
NOUSEWRAP(0
TUCK FLAP UND
at HEAD
FOLD HOUSEWI
IN AT JAMBS 4
SLOPE SILL R
NSTALL 6'
SELF-ADHE
-LASHING C
ANYL HEAL
=LASHING l
TAMS) NAIL
=LANGE
EXTEND
SELF-ADHE
-LASHING I'
5EYOND Ji
=LASHING
NSTALL VIA
�AP
ALIGN FLASHING
W/ INT. EDGE OF
SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGES.(CAP
NAILS, STAPLES)
INSTALL DUPONT
FLEXWRAP AS TH
FLASHING AT THE
FOLD
DOWN
DIAGC
ACRO
WINDO
APPLY V NOM.
:ONTINUOUS BEAD
)F SEALANT AT
IAMBS AND HEAD o
APPLY TO BACK OF
ANDOW NAILING
LANGE IN LINE W/
'RE -PUNCHED
40LES OR SLOTS.
11DE ADHESIVE -
:XIBLE FLASHING
VER DRIP CAP
'ECTO-ILRAP
EQUIV)
WINDOW FLASHING
INSTALLATION DETAILS
O1� (FULL WRAP)
SCALE: NTS
STEP 4
STEP 9
INSTALL WIND<
PLUMB,LEVEL
AND SQUARE
MANUFACTURE
WRITTEN
INSTRUCTIONS
APPLY
MEMBRANE
FLASHING
OVER JOINT
NOTE:
I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY
THE COMPATIBILITY Cl- ALL PRODUCTS INCLUDING
HOUSEWRAP, SEALANTS / SELF -ADHERING
FLASHING MATERIALS USED DURING CONSTRUCTION.
1. INSTALL ALL MATERIALS PER MANUFACTURERS
WRITTEN SPECIFICATIONS
WARNING SEALANTS MAY REACT ADVERSELY IF NOT
COMPATIBLE.
NOTE;
CLEAN AND SEAL JAMB TO SILL JOINTS WITH
DOW 1199 FOLLOWING COMPLETION OF
EXTERIOR RETROFIT WORK
— I
NOTE: I
SEAL INTERIOR PERIMETER OF WINDOW WITH
L�ALANT
WDeshin
PH: 407-7745078
FAX: 407-7744078
w .abdesigngroupxom
AA #: 0003325
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PROJECT
04128.001-02001
HODELa
4EBB
"1828-CALI"
GARAGE BVING:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
150 MPH EXP. B
ARCHITECT
STATE OF FLORIDA
S P
Qo'�ROLAPD A ABOUCHACRA
AR NO 93723
DP AT]m 09/19/16
SCALIM 1 /4"=1'- 0"
eximmTr
7 tl A5
6