HomeMy WebLinkAboutBUILDING PLANFILE COPY
• STATE OF FLORIDA
CERTIFIED BUILDING
CONTRACTOR:
DR HORTON HOMES
1430
CULVER DRIVE NE
PALM
BAY, FL 32907
TEL:
(321) 733-7092
FAX:
(321)
733-7972
• STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
AR NO. 93723
A.B. DESIGN GROUP, INC.
1441 NORTH RONALD REAGAN
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
REVIEW BY
CONTRACT DOCUMENTS.
BLVD.
ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN
IS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER
FAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT
SED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS
R THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR
'ORMATION) TO THE ARCHITECT OR ENGINEER FOR
IAB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN
RITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN
ROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF
ONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN
ENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION
ASED ON THE DRAWING SET.
11
1 .11 0 0
028
1430
CULVER DRIVE NE,
PALM
BAY,
FL
32907
Tel:
(321)
733-7092
Fax:
(321)
733-7972
DESIGN CRITERIA:
ABBREVIATIONS
-FLORIDA BUILDING CODE RESIDENTIAL
(FBCR) 2017, 6th EDITION
-FLORIDA FIRE PREVENTION CODE 6TH EDITION
-NATIONAL ELECT'MCAL CODE (NEC) - 2014 EDITION
-ALL LOCAL AND STATE CODES
• OCCUPANCY - RESIDENTIAL, GROUP R3
•CONSTRUCTION TYPE - VB
• MIN. INTERIOR FINISH - CLASS B
• BASIC WIND SPEED - Vult=160 MPH
Vasd=124 MPH
• EXPOSURE - 0
• 1-STORY RESIDENCE -
• 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL
AND STATE CODES
AHV.
A/C
ADJ.
ALT.
AMP.
CL
CAB,
CLG.
CLR.
CONC.
CPT.
C.T.
D.
DBL.
D.G.
DIA.
DIM
DISP.
DP,
DR.
D.S.
DTL.
D.W.
EA.
EEQ A.
EXIT.
EXT.
F.G./FX .
F.G.
FIN.
FLR.
FR. DR.
FIG.
GA.
GAR.
GAR. DISP.
G.F.I.
GL,
GYP. BD.
H.H.
H.C.
HDR.
HGT. OR HT
INSUL.
INT.
ABOVE
AM CONDITIONING
ADJUSTABLE
ALTERNATE
AMPERAGE
HOAR➢
CENTER LINE
CABINET
CEIIJNG
CLEAR
CONCRETE
CARPET
CERAMIC TILE
DRYER
DOUBLE
DUAL GLAZED
DIAMETER
DIMENSION
DISPOSAL
DEEP
DOOR
DOWNSPOUT
DETAIL
DISHWASHER
EACH
EEQUALION
EXHAUST
EXTERIOR
FDiED GLASS
FUEL GAS
FINISH
FLOOR
FLUORESCENT
FRENCH DOOR
FOOTING
GAUGE
GARAGE
GARBAGE DISPOSAL
GROUND -FAULT CIRCUIT
INTERRUPTER
GLASS
GYPSUM BOARD
HOSE BIB
HOLLOW CORE
HEADER
HEIGHT
INSULATION
INTERIOR
LAY,
LUM.
M.C.
M.
MIN.
M
MmTL
N.T.S.
O.C.
PL
P.B.
PH.
PLT.
PLYWD.
PR.
P.T.
R.
BAD.
R.A.G.
REF.
RM.
R.O.
S.D.
S.H.
SHT.
SHHWR. G.
SDI.
SL.
SL. GL.
STD.
SWS
TEMP.
M.
T.O.C.
T.O.P.
T.O.S.
TYP.
U.N.O.
V.P.
W.
W/
WD.
WOW.
W/H
W.I.
LAVATORY
LUMINOUS
MEDICINE CABINET
MANUFACTURER
MINIMUM
MOUNTED
METAL
NOT TO SCALE
ON CENTER
PROPERTY LINE
PUSH BUTTON
PHONE
PLATE
PLYWOOD
PAIR
PRESSURE MATED
RISER
RADIUS
RETURN AIR GRILL
REFRIGERATOR
ROOM
ROUGH OPENING
SMOKE DETECTOR
SINGLE HUNG
SHEET
SHEATHING
SIMILAR
SLIDING
SLIDING GLASS
STANDARD
SHEAR WALL
SECTISC SOLIDCOREFLUOR.
TEMPERED GLASS
THICK
TOP OF CURB
TOP OF PLATE
TOP OF SLAB
TYPICAL
UNLESS NOTED
OTHERWISE
VAPOR PROOF
WASHER
WITH
WOOD
WINDOW
WATER HEATER
WROUGHT IRON
REV.
DATE
--
02 19
SQ.FT, CALC.�S
LIVING 1828 5Q. F=T.
GARAGE 430 SQ. FT.
ENTRY I(o SQ. PT.
LANAI 88 SQ. F=T.
TOTAL 23(02 SQ. FT.
A/C VOLUME 1(008(0.5
REVISIONS
BID SET ISSUED
DESCRIPTION
INDEX OF DRAWINGS
SHEET # DESCRIPTION
PG
Cl-COVER
PAGE
PG
GN-GENERAL
NOTES
PG
1 -FOUNDATION
PLAN
PG
IIA-DOWEL
PLAN
PG
113-LINTEL
SCHEDULE (CAST-CRETE)
PG
1B.2-SAFE LOAD TABLES
PG
2 -FLOOR
PLAN
PG
3C-ELEVATIONS
"C"
PG
4C-FRAMING
PLAN
PG
4.2-CONNECTOR
SCHEDULE
PG
5-ELECTRICAL PLAN
PG
6-HVAC PLAN
PG
D1-FOUNDATION
DETAILS/SECTIONS
PG
D2-1-STORY
WALL SECTIONS & NOTES (SHINGLE)
PG
D3-2-STORY
WALL SECTIONS (SHINGLE)
PG
D4-MISC.
DETAILS
PG
D5-PRODUCT
APPROVALS
PG
WAI-WALL
ASSEMBLY DETAILS
PG
WA2-WALL
ASSEMBLY DETAILS
PG
WA3-WALL
ASSEMBLY DETAILS
PG
WA4-WALL
ASSEMBLY DETAILS
PG
WA5-WALL
ASSEMBLY DETAILS
PG
WA6-WALL
ASSEMBLY DETAILS
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.a bdesigngroup.com
AA #: 0003325
44
U
W
0
u4
v
r
a
F
A
F�
8tMDIV. ae LOT:
CREEKSIDE
LOT 50
PROJECT*
04321.000 050R1
MODEL:
4EBB
"1828—CALI"
GARAGE 9WWO:
LEFT
PAGE:
COVER
PAGE
160 MPH EXP C
ARCHITECT:
STATE OF FLORIDA
RO ACHACRA
r�NO , 23
`� m `
DATE: 06/01/18
E.
BCAL.E: 1/4"=1'-O"
8HEET
IN
18
Uu fa
U0 aZ
�W Z
v33 as
�ww w �n0
F a F
W1-
% jX C 2 to
SCANNFED
BY
St Lv II `?'
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 6TH
EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS;
A. FLOOR LIVE LOADS R301.5 (PSF)
I.
SLEEPING ROOMS
30
11.
ATTICS W/ STORAGE
20
III.
ATTICS W/OUT STORAGE
10
IV.
POOLROOMS
75
V.
BALCONIES AND DECKS
40
VI.
STAIRS
40
VII.
ALL OTHER ROOMS
40
B. FLOOR DEAD LOADS R301.4 15 (PSF)
C. ROOF LIVE LOADS R301.6 *�
I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6OF THE FBCR6TH EDITION (2017)
D. ROOF DEAD LOAD (PSF)
I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10)
II. CONCRETE TILES 25 (TCDL 15 & BCDL 10)
E. WIND LOAD CRITERIA
I. BASIC WIND SPEED
11. EXPOSURE CATEGORY
III, WIND DIRECTIONALITY FACTOR (KD)
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS
V. RISK CATEGORY
VULT=160 MPH, VASD=124 MPH
C
0.85
±0.18
I I
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING
OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 6TH
EDITION (2017).
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE
ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7, DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH ITECT/ENGINEER.
9, NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, €TC. UNLESS SPECIFICALLY DETAILED.
10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR 310.2.1.
12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR 310.2.1.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR 160 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 6TH EDITION (2017) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES
SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK,
OR 20-MINUTE FIRE -RATED DOORS PER R302.5.1 OF FBCR (2017).
3. PER FBCR 6TH EDITION (2017) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID
NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. PER FBCR 6TH EDITION (2017) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE
CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON
AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED
OTHERWISE.
4, ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING,
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.
8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE.
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION
OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING
JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES,
12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. ALL CONCRETE FORTHE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 25DO PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 3/".
4, 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 3/".
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.
8. CONTR CTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
MASONRY
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH
PROVISIONS OF TMS 402 / ACI 530 / ASCE 5.
2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 lb, STANDARD
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500
PSI.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK,
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
VARY BUT IT SHALL NOT BE LESS THAN '/, INCH AND NOT MORE THAN 3/4 INCH, REFER TO FBCR 6TH EDITION (2017), SECTION R606.3
FOR MORTAR JOINT THICKNESS TOLERANCES.
6 GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY OR 2500 P
C. !\r-tl\- I F1C CIVVIIVCCRCU VVUUU mooukUIMI IUN .
I. 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=1,100PSI Fv=175PSI E = 1,400,000 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, 6TH EDITION (2017), 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 R602.6 & R802.7. OF THE FBCR6TH EDITION (2017).
8. FORASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTERAND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING,
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING OR 7/16 ZIP SHEATHING
SYSTEM.
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
CONSTRUCTION.
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS,
CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN
ACCORDANCE WITH ANSI A58.1-1982.
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240.
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE `SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS
NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE
MANUFACTURER IN THE LATEST CATALOG.
. SI PEA
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R606.2.11.OF THE FBCR 6TH EDITION (2017).
19.
DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12.OF THE FBCR 6TH EDITION (2017).
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
PLUMBING
1.
SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE
2.
WATER SUPPLY LINES SHALL BE CPVC OR UPONOR REX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX).
3.
CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX.
4.
SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
REINFORCING STEEL
5.
ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING
6.
NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES,
REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS,
7.
SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 6TH EDITION (2017).
ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
8.
FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR6TH EDITION (2017).
9.
THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
10.
DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 6TH
EDITION (2017).
3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X WI A AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP
EXTERIOR WALL COVERINGS
SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS,
1.
ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR
THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4
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
4, ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
EXTERIOR FINISHES
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 SURFACESSH ALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3"
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
I. #5, W31 OR D31 AND SMALLER 2"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
I. #11 AND SMALLER 3/"
D. BEAMS, COLUMNS:
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/"
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
�. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07)
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER
PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK,
WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la &
ASTM-C1063-12a.
3. LATH & ACCESORIES PER ASTM-C-1 063-1 1A & R703.7 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, I NCLUDING BUT NOT
LIMITED TO:
ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS
"L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS
PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS
WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS
CASING BEAD DETAILS - DRIP EDGE DETAILS
CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS
WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PERASTM-C1063-11AAND R703.7OF THE FBCR 6TH EDITION (2017)
FIRE-RESISTANT CONSTRUCTION
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.
EXTERIOR CEILINGS
1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING
MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4"
TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) .
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.a bdesigngrou p.com
AA #: 0003325
ti
w
0
w
0
03
W
A
ti
a
h
Sttmm v LOT:
CREEKSIDE
LOT 50
PiiOJmCT*
04321.000 05OR1
MODB> Le
4EBB
"1828-CALI"
GAitA"Z 8Ir7NG:
LEFT
PAGIM
GENERAL
NOTES
160 MPH EXP C
ARCHPTECT-
STATE OF FLORIDA
D T a 06/01/18
MCA10: 1/4"=1'-0"
GN
DOWEL LEGEND
■ CONT. VERTICAL DOWEL
TO LINTEL COURSE
SECURE STRAP TO
UNIT W/ (2) Oftl 1/4
SH't MTL SCREWS
SIMPSON UB ROLL
STRAP OR EQUAL
SECURE STRAP TO
GONG.
CONC. W/ (2)-3/16'X2°
SLAB
TAP -CONS
A/C
CONNECTION
TO
PAD DETAIL
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER HEAD a 12' FROM STRUCTURE
2� 2 VTR
KITCHEN
SINK W/ 2' VTR
21 \ 1/2 AUTO VENT 1 1/2"
I< 2"� �I
�i� 1/2' i \\ 1 1/2' i. I
I Irz 1 ' I I/2 ��211 I
I 3 I 2
v I LAV kI 1/2
,
3„ I LAv I "
I z° I
I 3 3" WC
2 SHWR Imo"
WASHER
CO
PLUMBING RISER
]DIAGRAM
TO
MAIN
m
d)
4' CONC.
SLAB
1
M
n
on
Ext1=ND END OF PVC
CHASE
UP 12" ABOVE
1
HP
COND. GONG. PAD
4
DI
DI
\\\\
1
•
O � B
24'X24"XI2" GONG.
I I
PAD W/3-*5 BARS
■
E.W. ON CHAIRS
MIN. 3" COVER
4" PVC \\ c0
4' CONC., REINF. W/ 6'x6" •I0
wLuM ON 6-MIL POLY ETHYLENE
■ ■
■
■
CHASE\
L—
\\ —
VAPOR BARRIER ON
—
— — — --
•
\\
WELL -COMPACTED CLEAN
I(a EXTEND
\\
TERMITE TREATE:MENT SHALL
DI SLAB 1 1/2"
\\
BE BORA-CARE
le
LQ
\\ i UIC. q I I1
\\\ LJ
cXv
>
\\
■
�Y3("x60"
36
\\\\ O'O" FIN. ELEV.
\ -
2X4 WALL
�--
SITIM PAN
\\ FIN. GONG. SLAB
i bra
II F
r
@
a
SINK
I I
I I
III$\
ROE
•
\
1 0
\�
I" PVC
-
\ 10
CHASE
RAN3E
III FOR ELEc.
TO ISLAND
3' 12"
11'-1" \
15'-1ID"
iz 2'-9^ i I'-11"
DI
�C EXTEND
SLAB
1 1/2"
—
•
LL-5
1/2°
2
2X12
■
_
`
2X6 WALL WAL
3'
BOLLARD AS
REQ.
•
PER BLDG.
CODE:
LAV.
i
�_i�■
i
04
^
EXTEND
SLABA5 I I/2'
-3 1/2"
CONC.41
SLAB
(a'-O' FIN. ELEV.
FIN. CONC. SLAB
•
I
LDI
-I
RI/2'
-
■
II 8 DI �
DI DI
4'-4"
FOUNDATION PLAN
NOTES:
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
- FLOOR ELEVATIONS AT RI=QUIRED EGRESS DOOR SHALL
MEET PROVISION OF SECTION R3113.1 OF THE FBCR 6TI-4
EDITION (2011).
1
DI
FWI
WI
24'X24'X12' CONC.
PAD W/32' BARS
E.W. ON CHAIRS
MIN. 3" COVER
r
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
w
y
U
W
ti
4
U
W
q
F
p
ti
otmDIV. de LOT:
CREEKSIDE
LOT 50
PROJECTyJi
04321.000 050R1
MODEL:
4EBB
"1828-CALI"
GARAGE SWMG:
LEFT
PAGE:
FOUNDATION
PLAN
160 MPH EXP C
aATZ; 06/01/18
®CAUD 1/4"=1'-0"
SHEET
III
S
t
a
41
OWEL LEGEND
VERTICAL DOWEL
NTEL COURSE
1441 N. RONALD REAGAN BLVD,
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
oo
W54
U
W
ti
0.
U
h
A
F
CF
V DJ/J.V• iL1v/T:
CREEKSIDE
LOT 50
Pi20JECT#
04321.000 050R1
MODEU
4EBB
"1828—CALI"
GABAaI i91IMG:
LEFT
PAGE:
DOWEL
PLAN
L160 MPH EXP C
ARCHITECT:
STATE OF FLORIDA
d
as
NO
DA06/01/18
®CALI: 1/4"=1'-0"
81-MET
L— 3 —
L— 8
L 4
(2) 3052-5H
EGRESS (2) 3052-SH
■ li
AST- RETd"
LANAI LINTEL LENGTH TYPE COMMENTS
LIVING ROOM I L-5
OWNERS I
SUITE 6068 SAD I
L— 8
j DINING
I ROOM
0. I ---------
BATH
-------- El
I I I• • I I
r — — KITCHEN
------ I I LAUN. a'-8^ cLG.
atll
I v v
L__� GLCBx.
8RF6-0B/IT EN6-0B/IT SFI6-I5/IT 8F24-IB/IT W28-I5/IT
r — — PAN.
8'-8" CLG
L__J
BDRM. #4/ II
?� DEN
L-2 8'-8' CLG. 11 I
B w
L-2
mw II I
II
BDRM• 33
v I _y
00 F - - - -
--
I I
L ----- J
o
BATH #2
I I 8'-a, CLG.
GARAGE
8'-8' CLG. FOYER
S'-8" CLCx.
4"
BDRM•#2iff
CLG.
I
I
I
I
8'-8" GLG.
l2) 3052-SH
L-1 EGRESS
L— 3
LINTEL SCHEDULE
THE LINTELS MAY BE SU56TI1UTED WITH LINTELS FROM ANOTHER
MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR
GREATER CAPACITY THAN THE VALUES STATED
LINTEL SCHEDULE
C
NO.
L I 17'-4' 8F28-IB/IT
L 2 4'-6" 8FI6-0B/IT
L 3 SFl6-IB/IT
L 4 II'-4' 8FI6-IB/IT
L 5 9'-4' 8FI6-IB/IT
L 6 7'-6' SF24-IB/1t
L rt 4'-6" 81FF6-0B/lt I�EGE38ED
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
w
w
0
4
a
U
W
a
F
A
8tmDIv. de LOT:
CREEKSIDE
LOT 50
PROJECT*
043211.000 05OR1
MODEL:
4EBB
"1828—CALI"
GARAGE BVING:
LEFT
PAGE:
LINTEL
SCHEDULE
L160 MPH EXP C
06 /01 /18
8CAUM 1/4"=V-0" 1
SHEET
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
w
w
0
4
a
U
W
a
F
A
8tmDIv. de LOT:
CREEKSIDE
LOT 50
PROJECT*
043211.000 05OR1
MODEL:
4EBB
"1828—CALI"
GARAGE BVING:
LEFT
PAGE:
LINTEL
SCHEDULE
L160 MPH EXP C
06 /01 /18
8CAUM 1/4"=V-0" 1
SHEET
8tmDIv. de LOT:
CREEKSIDE
LOT 50
PROJECT*
043211.000 05OR1
MODEL:
4EBB
"1828—CALI"
GARAGE BVING:
LEFT
PAGE:
LINTEL
SCHEDULE
L160 MPH EXP C
06 /01 /18
8CAUM 1/4"=V-0" 1
SHEET
SAFE LOAD TABLES
FOR GRAVITY. UPLIFT & LATERAL LOADS
8" PRECAST & PRESTRESSED U-LINTELS
CRC
GRAVITY
TYPE
LENGTH
8LI8
8F8-OB
8F12-0B
8F16-0B
8F20-0B
8F24-OB
8F28-OB
8F32-OB
8F8-1 B
8F12-1 B
8F16-1 B
BF20-1 B
8F24-1 B
8F28-1 B
8F32-1 B
2'-10" (34") PRECAST
2302
3166
4473
6039
7526
9004
10472
11936
3166
4473
6039
7526
9004
10472
11936
3'-6" (42") PRECAST
2302
3138
3377
4689
6001
7315
8630
9947
3166
4473
1 6039
7526
1 9004
10472
11936
4' 0" (48") PRECAST
2029
2325
2496
3467
4438
5410
6384
7358
2646
4473
6039
7526
9004
10472
11936
4' 6" (54") PRECAST
1651
1787
1913
2657
3403
4149
4896
5644
2170
4027
6039
7526
9004
10472
9668
5' 4" (64") PRECAST
1184
1223
1301
1809
2317
2826
3336
3846
1665
2889
5057
6096
5400
6424
7450
5'-10" (70") PRECAST
972
1000
1059
1474
1889
2304
2721
3137
1459
2464
4144
5458
4437
5280
6122
6'-6" (78") PRECAST
937
1255
2101
3263
2746
3358
3971
4585
1255
2101
3396
5260
7134
8995
6890
T-6" (90") PRECAST
767
1029
1675
2385
1994
2439
2886
3333
1029
1675
2610
3839
5596
6613
5047
9'-4" (112") PRECAST
573
632
1049
1469
1210
1482
1754
2027
768
1212
1818
2544
3469
4030
3127
10'-6" (126") PRECAST
456
482
802
1125
915
1122
1328
1535
658
1025
1514
2081
2774
3130
2404
11' 4" (136") PRECAST
445
598
935
1365
1854
2355
1793
2075
598
935
1365
1854
2441
3155
4044
12' 0" (144") PRECAST
414
545
864
1254
1689
2074
1570
1818
555
864
1254
1693
2211
2832
3590
13'-4" (160") PRECAST
362
427
726
1028
1331
1635
1224
1418
485
748
1076
1438
1855
2343
2920
14' 0" (168") PRECAST
338
381
648
919
1190
1462
1087
1260
455
700
1003
1335
1714
2153
2666
14'-8" (176") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
465
765
1370
2045
2610
3185
3765
15'-4" (184") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
420
695
1250
1855
2370
2890
3410
17'-4" (208") PRESTRESSED
N. R.
NR
NR
NR
NR
NR
NR
NR
310
530
950
1400
1800
2200
2600
19'-4" (232") PRESTRESSED
N. R.
NR
NR
NR
NR
NR
NR
NR
240 1
400
750
1090
1400
1720
2030
21'-4" (256") PRESTRESSED
N. R.
NR
NR
NR
NR
NR
NR
NR
183
330
610
940
1340
1780
2110
22'-0" (264") PRESTRESSED
N. R.
NR
NR
NR
NR
NR
NR
NR
160
300
570
870
1250
1660
1970
24-0" (288") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
130
240
470
720
1030
1350
1610
8" PRECAST & PRESTRESSED U-LINTELS
Ci�si4era
UPLIFT
LATERAL
LENGTH TYPE
8F8-1T
8F12-1T
8F16-1T
8F20-1T
8F24-1T
8F28-1T
8F32-1T
8U8
8F8
8F8-2T
8F12-2T
8F16-2T
8F20-2T
8F24-2T
8F28-2T
8P32-2T
2'-10" (34") PRECAST
2727
2878
4101
5332
6569
7811
9055
2021
2021
2727
2784
3981
5190
6407
7630
8857
3'-6" (42") PRECAST
2165
2289
3260
4237
5219
6204
7192
1257
1257
2165
2215
3165
4125
5091
6061
7036
4'-0" (48") PRECAST
1878
1989
2832
3680
4532
5387
6245
938
938
1878
1925
2750
3583
4422
5264
6110
4'-6" (54") PRECAST
1660
1762
2507
3257
4010
4767
5525
727
727
1660
1 1705
2435
3171
3913
4658
5406
5' 4" (64") PRECAST
1393*
1484
2110
2741
3375
4010
4648
505
505
1393
1437
2050
2670
3293
3920
4549
5-10" (70") PRECAST
1272*
1357
1930
2505
3084
3665
4247
418
418
1272
1315
1875
2441
3010
3583
4157
6'-6" (78") PRECAST
1141*
1200
1733
2250
2769
3290
3812
707
887
1141
1182
1684
2192
2703
3216
3732
7'-6" (90") PRECAST
959*
912
1475
1914
2354
2797
3240
591
657
990
1029
1466
1907
2351
2797
3245
9'-4" (112") PRECAST
801*
612
980
1269
1560
1852
2144
454
630
801
755
1192
1550
1910
2271
2634
10'-6" (126") PRECAST
716*
498
793
1027
1261
1496
1731
396
493
716
611
1039
1389
1711
2034
2358
11'-4" (136") PRECAST
666*
439
696
899
1104
1309
1515
363
556
666
535
905
1295
1595
1896
2198
12'-0" (144") PRECAST
607*
400
631
816
1001
1186
1372
340
494
631
486
818
1209
1514
1 1799
2086
13' 4" (160") PRECAST
500*
340
532
686
841
997
1153
302
398
573
409
682
1004
1367
1637
1897
14' 0" (168"} PRECAST
458*
316
493
635
778
922
1065
286
360
548
378
629
1 922
1254
1567
1816
14'-8" (176") PRESTRESSED
243
295
459
591
724
857
990
N.R.
357
243
352
582
852
1156
1 1491
1742
15'-4" (184") PRESTRESSED
228
278
430
553
677
801E667
327
228
329
542
791
1072
1381N.R.
17'-4" (208") PRESTRESSED
188
236
361
464
567
670
255
188
276
449
649
874
1121N.R.
19'-4" (232") PRESTRESSED
165
207
313
401
490
578
N.R.
204
165
239
383
550
736
940
1160
21'4" (256") PRESTRESSED
145
186
278
356
433
512
590
N.R.
172
142
212
336
477
635
807
993
22'-0" (264") PRESTRESSED
140
180
268
343
418
493
568
N.R.
161
137
205
322
457
607
771
947
24'-0" (288") PRESTRESSED
127
165
244
312
380
447
515
N.R.
135
124
186
290
408
538
680
833
*REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
4^ZTW'*94"
GRAVITY
TYPE
LENGTH
SRU6
8RF6-OB
8RF10-06
8RF14-OB
8RF18-06
8RF22-OB
8RF26-OB
8RF30-OB
8RF6-1B
8RF10-18
8RF14-18
8RF18-113
8RF22-1B
8RF26-16
8RF30-1B
4'-4" (52") PRECAST
1489
1591
3053
2982
3954
4929
5904
6880
1827
3412
4982
6472
7947
9416
10878
4'-6" (54") PRECAST
1357
1449
2782
2714
3600
4487
5375
6264
1702
3412
4982
6472
7947
9416
10878
5'-8" (68") PRECAST
785
832
1602
1550
2058
2566
3075
3585
1153
2162
4074
6472
6516
5814
6839
5'-10" (70") PRECAST
735
779
1500
1449
1924
2400
2876
3352
1103
2051
3811
6472
6516
5450
6411
6'-8" (80") PRECAST
822
907
1677
2933
2576
3223
3872
4522
907
1677
2933
4100
6730
8177
6707
7'-6" (90") PRECAST
665
761
1377
2252
1958
2451
2944
3439
764
1377
2329
3609
5492
6624
5132
9'-8" (116") PRECAST
371
420
834
1253
1071
1342
1614
1886
535
928
1 1497
2179
2618
3595
2875
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
4~r4an-
UPLIFT
LATERAL
LENGTH TYPE
8RF6-1T
8RF10-1T
8RF14-1T
8RF18-1T
8RF22-1T
8RF26-1T
8RF30-1T
8RU6
8RF6
8RF6-2T
8RF10-2T
8RF14-2T
8RF18-2T
8RF22-2T
8RF26-2T
8RF30-2T
4'-4" (52") PRECAST
1244
1573
2413
3260
4112
4967
5825
932
932
1244
1519
2339
3170
4008
4850
5696
4'-6" (54") PRECAST
1192
1507
2311
3121
3937
4756
5577
853
853
1192
1455
2240
1 3036
3837
4643
5453
5' 8" (68") PRECAST
924*
1172
1795
2423
3055
3689
4325
501
501
924
1132
1741
2357
2978
3603
4230
5'-10" (70") PRECAST
896*
1138
1742
2352
2965
3581
4198
469
469
896
1099
1690
2288
2891
3497
4106
6'-8" (80") PRECAST
778
882
1513
2042
2573
3107
3642
830
1100
778
956
1468
1987
2509
3035
3563
7' 6" (90") PRECAST
688
697
1325
1810
2280
2753
3227
710
941
688
849
1302
1762
2225
2690
3157
9'-8" (116") PRECAST
533*
433
808
1123
1413
1704
1995
516
614
533
527
1009
1 1369
1728
2088
2450
"REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR
#5 REBAR AT TOP
MIN. (1) REQ'D
°
1-1/2"CLEAR
TYPE
DESIGNATION
2
e
F=
FILLED WITH GROUT/ U = UNFILLED V = �i a
C.M.U.
QUANTITY OF#5 REBAR AT a J •'
BOTTOM OF LINTEL CAVITY � z a.
0O °..
GROUT
8F16-1
z
�
B/1 T
#5 REBAR AT BOTTOM
}
} • •
OF LINTEL CAVITY
NOMINAL WIDTH J
L QUANTITY OF#5
BOTTOM REINFORCING
NOMINAL HEIGHT
REBAR AT TOP 7-5/8"ACTUAL
PROVIDED IN LINTEL
8" NOMINAL WIDTH
(VARIES)
SAFE LOAD TABLE NOTES
MATERIALS
GENERAL NOTES
1.
All values based on minimum 4" bearing. Exception: Safe loads for unfilled
1. f'c precast lintels = 3500 psi.
1.
Provide full mortar head and bed joints.
lintels must be reduced by 20% if bearing length is less than 6-1/2'.
2. f'c prestressed lintels = 6000 psi.
2.
Shore filled lintels as required.
Safe loads for all recessed lintels based on 8" nominal bearing.
3. fc grout = 3000 psi w/ maximum 3/8" aggregate.
3.
Installation of lintel must comply with the architectural and/or structural drawings.
2.
N.R. = Not Rated.
4. Concrete masonry units (CMU) per ASTM C90 w/
4.
Lintels are manufactured with 5-1/2' long notches at the ends to accommodate
3.
Safe loads are total superimposed allowable load on the section specified.
minimum net area compressive strength = 1900 psi.
vertical cell reinforcing and grouting.
4.
Safe loads based on grade 40 or grade 60 field rebar.
5. Rebar provided in precast lintel per ASTM A615 GR60.
5.
All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and
5.
Additional lateral load capacity can be obtained by the designer by providing
Field rebar per ASTM A615 GR40 or GR60.
longer with a nominal height of 8" meet or exceed L/180.
addional reinforced masonry above the precast lintel.
6. Prestressing strand per ASTM A416 grade
6.
Bottom field added rebar to be located at the bottom of the lintel cavity.
6.
One #7 rebar may be substituted for two #5 rebars in 8" lintels only.
270 low relaxation.
7.
7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
7.
The designer may evaluate concentrated loads from the safe load tables by
7. 7/32 wire per ASTM A510.
8.
Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units.
calculating the maximum resisting moment and shear at d-away from the face of support.
8. Mortar per ASTM C270 type M or S.
9.
Safe load ratings based on rational design analysis per ACI 318 and ACI 530
8.
For composite lintel heights not shown, use safe load from next lower height.
9.
All safe loads in units of pounds per linear foot.
1441 N. RONALD REAGAN Bt
LONGWOOD, FL 32750
PH: 447-7746078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: 0003325
w
W
G
0
0.
W
A
h
A
suBm . da LOT:
CREEKSIDE
LOT 50
04321.000 050R1
MODICs4
4EBB
/+�
"1828-CALI"
GARAGIC OWDCG:
LEFT
PAGE:
SAFE LOAD
TABLES
160 MPH EXP C
nPA 06/01/18
SCALE: 1 /4"=1' - 0"
�IMET
FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN
ACCORDANCE WITH SECTION F5C R302.9.1 THROU6I-4 F6C R302,3.4
FLAME SPREAD AND SMOK1=-DEVELOPED INDEX FOR INSULATION SHALL 5E IN
ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH F5C R302.10B
CMFONEW AND CLADDING WIND LOADS
BASIC MIND EVOSUFE FOR 3 SECOND GUSTS
OPENNGS
SOUAFIE
ZONE
10D WH WND (NO
FBAAWS
AND TYPE
FOOTAGE
MIN. WINDOW
10
5
34/-45
CRITERIA
EXTERIOR SWING
21
5
32/-42
DR MIN. CRITERIA
S.G.D. MIN.
12
5
30/-3'1
CRITERIA
80'70 O.H.D.
56
5
30/-38
160-t0 O.H.D.
112
5
29/-35
SOFFIT
N/A
5
31.6/-38.8
-6829/
IF
ROOF TILE
N/A
3
-5829
APPLICABLE
BASIC WIND SPEED MPFt = 160 (Vult) INTERNAL
PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II,
EXP.=C, MEAN ROOF HT. = 15'-9"
PRESSURES HAVE BEEN MODIFIED PER FBCR R301.2.1
TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD
VALUES FROM THE PRODUCT MANUFACTURER.
r<S
WALLS
I ..'.«. k
a_T
p°<0�45"
tt�A, S— 9 Y
GABLE ROOF
6GC.40-,4
Far SL 1. foot - 304.8 mrn, I. degri m (W175 ra .
Note. a = 4 feet in all cases.
GABLE ROOFS
0<lot
I �
I
0 � 300
1 �-
HIP ROOFS�y
'10' < 0 -5 300
FIGURE R301.2(7)
COMPONENT AND CLADDING PRESSURE ZONES
F��
(2) 3052-SH
39'-8°
9' -4'
1'-011
x
11 EGRESS (2) 3052-SH
LIVING ROOM 8 SNP
8 -8 CLCs.
14'-2" 0" 101_01[ I S
i OWNER'S 6068 SCxA.
SUITE _ _—_—
CLG.
DINING
2X8 ROOM
8'-8" CLG.
`r -O" 4'-8' ? 10" IQ m [ �'-2" 4' 8" i'-5"
m 1
V.
r
�o Q WC. _ _IF2_�SH -
,�
c 0W.I.C. ' I _c.---
b36
V.
KITCHEN
(D 5 -all -� 1 2' 4" e l 8" (K 8'-8" CLCs.
36 "x60"CT
V. C. i I — —
SH AN J OPT.
-SH _ IR-15H — INK b24 REF
s 36 L--J
1-O
-- i iOQ i LAUN 31I� 8'-I(D" ti2�
'-10" '-1 "
BDRM. #4/ m ti I LO ���, ARcr v 0 O 3-SH
DEN
I � _
c2 � 1'-8° 4'-O�� 3�_4�� II 61-411 N�? c0
-
�II BDRM. 3
8 -8 CLG.
In
H5 O r— 22'x54
I ATTIC I
L ACGESB
Ii Q
50LLAR0
AS REQ.0PER 5LDG. LAV.j 3'-4" b
CODE 0 I I L)>D
'.0,
BATH #2
W-8" CLG.
ro GARAGE FOYER
8'-8' CLCs. 8'-8° CLCs. � C• � co
V. 1
a I BDRM•#2
ENTRY7T�
71
ARCH g W l ?
8'-O' APP. 0 m
� I
------
, "
(2) 3052-SH
6
EGRESS
161- 1 2'-8" 3'-101. 4'-0" (I -O"
21'-4" 4'-4" 14'-0"
FLOOR PLAN
I Dw��e e--
NOTE:
-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
-OTHER OPENINGS 5ETWEEN THE GARAGE AND RESIDENCE SHALL 5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS
THAN 1 3/8" (35 MM) IN THICKNESS, SOLID ORHONEYCOM5-GORE STEEL DOORS NPT LESS THAN 1 3/8" (35 MM) THICK, OR
20-MINUTE FIRE -RATED DOORS.
EXTERIOR MASONRY
WALL 5RCs. HEIGHTS
SQ.FT.
CALC.'S
LIVING
1828 SQ. FT.
GARAGE
430 5Q. FT.
ENTRY
16 80. FT.
LANAI
88 SQ. FT.
TOTAL
2362 SQ. FT.
A/C VOLUME
16086.5
coo
� 1�K
D51z
TOP
PLATE
A BAR DETAIL
( SCALE: 1/2"=1'-0"
DIM. VAPIES
EQ. EQ,
VANITY
I
(D)VANITY
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
w
w
U
w
0
4
U
W
p
h
A
f1
BVHDm de LOT:
CREEKSIDE
LOT 50
PEtOJECT#
04321.000 050R1
MODEU
4EBB
"1828-eeCALI"
�AfiAVE QVMQ:
LEFT
PAGIM:
FLOOR
PLAN
160 MPH EXP C
ARCHITECT:
STATE OF FLORIDA
RO D' A ABOLX>-'ACRA
AR NO 93723
DATE:`06/01/18
OCALE: 1/4"=1'-0"
8HEET
-A'
0'-0" FIN. FLR.
I�6
TEXTURED FINISH
OFF RIDGE
� VENT
1�6
a, -all BRCm. HGT.
ELEVATION
0'-0" FIN. FLR
14
WA
TYP.
V
r
8'-8" BRCS. PGT.
0-0" FIN, FLR.
OFF RC>GE VENT OFF RIDGE VENT
■
v
N
FEET ELEVATION
TEXTURED FINISH
OFF RIDGE t
I'-0°
r
w
0'-0" FIN. FLR. L N
OFF RIDGE t
RIGHT ELEVATION
TEXTURED FINISH
BLDG. HGT. L
FRONT ELEVATION
TEXTURED FINISH
NOTE: UJALL FENESTRATION FLASHING AS PER FBCR R103A
0'-0" FIN. FLR.
SI INGLE
ROOF
DECORATIVE
FOAM DRAIN
TILES
16'X60" FYPON
DECORATIVE
SHUTTERS OR
EQUIVALENT
4" RAISED
BAND (TYP.)
0'-0" FIN. FLR.
MODEL 1828-CALI-4EB8
AREA OF ATTIC
= 2450 SQ, FT.
NET FREE VENTILATION AREA RI
1/ 300
REQUIRED VENTILATION AREA
= 2450/300
= 8.17SQ.FT,
8.17
= 1176 SQ. IN.
MIN. REQUIRED VENTILATION
= AX 1176
IN UPPER PORTION OFATTIC
= 470.4 SQ. IN.
(BALANCE TO BE PROVIDED IN
SOFFIT VENTS)
OFF RIDGE VENTILATION AREA
= 115 SQ. IN. PERVENT(netfree area)
TOTAL#OFVENTSREQUIRED
= 4.09
TOTAL#OFVENTSPROVIDED
= 5
SOFFIT VENTILATION AREA
7 SQ. IN. PER LINEAR FT (net free
area)
LINEAR FEET OF SOFFIT REQUIRI
67.20
�88
AD]ECIO.I mDETAIL
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
Il
ra
0
.JrIra
y
Q
F
A
ti
BLTHaIV. de LOT:
CREEKSIDE
LOT 50
PRoizcT#
04321.000 050R1
4EBB
"1828-CALI"
GARAGM BWMG:
LEFT
PAGIC:
ELEVATION
rf c n
160 MPH EXP C
DarmT -I
ATZ.. 06 /01 /18
8CALM. 1 /4"=1' - 0"
WMICIT
d) (n
1111 1 11 1 5JI
5JI
5.13 II II I I I I II5J3
5J5JEP
E?
2
Lc)r=AL-- = A
A&
�A4
roll-oll -011
(o �011 oll ol
<1
LL
Ix4 PIACs. 57M.
CHORD BRACING,
--T
2N.
lx4 ISTM. CHORD BRACING 0-
t2l O.C. MAX., SECURED W1
(2) 19)d COMMON NAILS a AIA.
EA. C140FRO INTERSECTION,
Tylo.
IL @
Cj) To
4"l
-A
tIC
AD
ow
L52-=
.54
5(b
Jv 5-t
lu
\55
CIGE
J31 oll -1-3 -0
/ a,-oll 31" :0
W DIACs. STM. C440FRJO—/ FIELD FRAMED C-A5LE END 5RArIW:P—/
BRACING, TYP. ARCH a 6-0" APF SEE DTL. '4' SWEET 02
FRAMING PLAN
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
�a AA #: 0003325J
yE
11
' stmnrv. a rLAo
CREEKSIDE
LOT 50
I PROJECT#
104321.000/050R1
MODELA
4EBB
"1828-CALI"
GARAGE 8WMG:
LEFT
PAGE: I
FRAMING
PLAN
160 MPH EXP Cj
06/01/18
DATE.O
I scAxm: 1/4"=10-0111
811EET
4C
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: 0003325
F
Ww
y
W
V
W
4
4
k
W
A
F
h
9VBDIV. CREEKSIDE
LOT 50
PROJECT#
04321.000 050R1
MODEUJ�T
4EBBI"1828-CAL"
GARAGE 8WING:
LEFT
PAGE:
CONNECTOR
SCHEDULE
160 MPH EXP C
ARCMTECT.
STATE OF FLORIDA
J(41
ROL A. ABOUJ UCRA
AR NO 93 '2
"A `. 06/01/18
11--DATE.-
SCALE: 1 /4"=1' - 0"
SHEET
4.1
ELECTRICAL LEGEND
SYMBOL DEFINITION I NOTES
121 ,V OUTLET 20 AMP 6NULE POLE
110V OUTLET
110V OUTLET I1/2 OF OUTLET
TO SWATCH WIRED
I GFI I 110V OUTLET I �G1'llrtra sUcsrVVV rAwL I'
INtEI81PTER (CAMPER
itCAIMTdNY TYPO)
220V OUTLET 1 (4) WIRE CONNECTION
---L—'>— CAI I FXr. WATERPROOF I OUTLET N IDP'rER T
SWITCH
SWITCH I 3-WAY OPER.
'V4
SWITCH
4-WAY OPER
I I�
WALL MOUNTED
I�
LIGHT
CEILINGS LIGHT
Vlo
VAPOR PROOF
`Ol
LIGHT
RECE88ED CAN
WALL SCONCE
PRE -WIRED
[�
VENT. FAN
1 CP M PER III FT.
VENT. PAW
W/LIGI4"
I a" PER 52 PT.
LL
FIXTUR
IX E
THE SY
i6P'E
SUI ER)
1>UIESl
PLUO4R
WRAP
AROUN D
AROUNGHT 1D
2'FLUORESCENT
I �= = = = =( 1 4' rLIIOR[ W2NT I I
4' TRACK LIGHT
® I PANEL
METER
O��. BT1010E DBTECTOR BAIT. BACK-UP
• W/ NARDUIIRE
SD. UJAI 11- I TEo BAT". BACK-UP
SMC KE DETEC"OR W/ HARDWIRE
CARBON MONOXIDE
6MOKE DErECTOR Nl'ER d64ALL I
GC>I`IBO OF NOT
PENDANT LIGHT
NATURAL 046
OUTLET
`
TELEPI404E JACK
WwhDISCONNECT
WATER HEATER
TO BE ELEVATED
I 8' AFF.
A
AIR CONDITIONING
OISCONNECt
Tv. I 1 TELEVISION JACK
TO BE SUPPORTED IN
O J-SOX ACCORDANCE W/ BOX
MARKED AS SUCH FOR
CEILING rAN4.IG4T IACCORDANCE W/
FLOOD LIGHT
HE P.S. I PUSH-BUTTON I FOR 041MES I
LOCATION OF TV JACKS E PHONE OUTLETS 1
FANS TO BE VERIFIED O HOMEOWNER
PRE -CONSTRUCTION MEETING:.
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF FBCR 6TH
EDITION (2017).
20 AMP DEDICATED LAUNDRY CIRCUIT.
GFI a ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO BE LOCKOUT
IN PANEL
BATHROOM EXHAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT PER
ELECTRICAL PROVISIONS OF SECTION
M15014 FBCR 6TH EDITION (2011).
LAUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING: METHOD SHALL BE NON METALLIC
GABLE PER ELECTRICAL PROVISIONS OF
FBCR 6114 ED (201-1),
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FBCR 6TH ED (2011).
EFFICIENCY) 201-1, 6th EDITION R404.1
J
----------------------------
OFT.
COACH
LIGHT
ELEECTRICALL PLAN
######
W P Panel MAIN - A
PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C. B
FEEDER: 3- #1 Cu THWN & 1-#6 Cu (G) in 1 112" C. OR 3-#2/0 AL THWN & 1- #6 Cu (G) in 1 1/2" C.
Wire
Pole
Bkr
Description
Watts
I Circuit
Circuit
I Watts
Description
Space
Space
Bkr
Pole
I Wire
#12
1
20
Exterior Receptacle GFI for TUG
1200
1
2
#72
2
20
Irrigation Pump
1000
8
4
5
6
5304
A/C C.U.-1
35
2
#8
Space
7
8
PANEL - A
PANEL: 42 on. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O.
FEEDER: 3- #1 Cu THWN & 1-#6 Cu (G) in 1 1/2" C. OR 3-#2/0 AL THWN & 1- #6 Cu (G) in 1 1/2" C.
Wire
Pole
Bkr
Description
Watts
Circuit
Circuit
Watts
Description
Bkr
Pole
Wire
# 12
1
20
Small Appliance
1500
1
2
8000
Range
50
2
#6
#12
1
20
Microwave / Hood GFI
1800
3
4
#12
1
20
Small Appliance
1500
5
6
4600
Water Heater
25
2
#10
#12
1
20
Refrigerator
1500
7
8
#12
1
20
Dining Receptacles AFCI
1500
9
10
1200
Disposal GFI
20
1
#12
#12
1
20
Bath GFI Receptacles
1200
11
12
1500
Dishwasher GFI
20
1
#12
#14
1
15
Foyer / Hall / Bed. #2 & #3/ Bath #2 AFCI
900
13
14
5000
Dryer GFI
30
2
#10
#14
1
15
LiWng Room, Lanai Lights AFCI
goo
15
16
#14
1
15
Kitchen, Pantry, & Dining Lights & Rcpts AFCI
900
17
18
1500
Washer GFI
20
1
#12
#14
1
15
SO & C/O AFCI
900
19
20
1000
Garage Door Opener GFI
20
1
#12
#12
1
20
Laundry / Bed #4 / Den AFCI
1200
21
22
1200
Garage Lights and Receptacles GFI
20
1
#12
Space
23
24
900
Owner's Suite A FCI
15
1
#14
Space
25
26
900
Owner's Bathroom AFCI
15
1
#14
Space
27
28
900
Exterior Lights and Recept GFI
15
1
#14
Space
29
30
1000
1 Irrigation controls only
20
1
#12
Space
31 1
32
Space
Space
33
34
Space
Space
35
36
Space
Space
37
38
Space
#8
2
35
A/C AHU-1
(Heater 5 KVA at 65%
5525
39
�
Space
41
42
Space
Load subject to demand factor calculations / line
16000
27600
Load subject to demand factor calculations / line
Demand Factor Calculations:
ABBREVIATIONS:
AFCI: ARC FAULT CIRCUIT INTERRUPTER
NC: NON -COINCIDENT LOAD
GFI: GROUND FAULT INTERRUPTER
Total load subject to demand factor 43600
'
First 10000 watts at 100"A
10000
Remaining watts at 40%
13440
Total A/C load
10829
LOAD CALCULATION IS BASED ON AC NON -COINCIDENT LOAD
Total Connectetl Load Watts
34269
Totai Amps (watts / 240 molts)
142.8
General Lighting & Receptacle Load
Total A/C Square Feet
1828
General Us & Rec 3 W / Sq. Ft.
5484
Hi -Hats 1 at 65W/Li ht at 10D%
65
Total General Lights & Rec (Watts)
5549
Ckts# watts/ekt Total watts
General Lts & Rec Panel A
9
617
5549
150 N*01F ELECT�'ICAL fRl5ER
NOT TO SCALE.
GENERAL NOTES:
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH ELECTRICAL PROVISIONS OF THE: FBCR 6TH
EDITION (2017). LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
5. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS
NOTED OTHERWISE.
POWER COMPANY
TRANSFORMER
GRADS
PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE: SECONDAR'F
ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN
1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
PROVIDE 341 CU, THWN + 1% CU IN 2" CONDUIT OR 3
0410 AL, THWN + 1% CU IN 2" CONDUIT.
(CONDUIT TO TERMINATE A50VE SOFFIT A OVERHANG,.)
COMBINATION SERVICE
DISCONNECT SWITCH AND
M ELECTRIC METER IN
NEMA 3R ENCLOSURE
150A/2P
MCB
TELEPHONE SERVICE
ENTRANCE
EQUIPMENT
INTERSYSTEM 50NOINGx
TERMINAL AT LOW
VOLTAGE CONNECTIONS
150 AMP
120/240 VOLT
I PHASE
MLO
PANEL
GABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
1 e4 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE FBCR 6TH
EDITION (2011).
5/8'' DIA X 8 FT LONG COPPER CLAD GROUND ROD
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
W
t7
w
U
W
O
F
V
cl
W
Q
F
tiLLLLL
11
BtmDV• 11119 TNT:
CREEKSIDE
LOT 50
PROJECT*
04321.000 050R1
MODEU
4EBB
"1828-CALI"
GARAGE BWDCG:
LEFT
PAGE:
ELECTRICAL
PLAN
160 MPH EXP C
DA E: 06/01/18
SCALE: 1 /4"=1' — 0"
SHEET
CALI EQUIPMENT SCHEDULE
3 TONS
MFG
CARRIER
G.U.
2B 1H5C536A*30,
A.H.U.
FX4DNl5,F)03-tL
HEAT
5KW
SEER
15 SEER
TOTAL GAP
34800
ELECTRIC
208/230/II4P
51;;PJKR
G.U. 35 A.1-4.U. 35
REF LINES
3/4' < 3/6'
9
W
V
W
4
0.
a
w
q
F
A
istmDIV. aC L %%.
CREEKSIDE
LOT 50
PROJECT*
04321.000 05OR1
MODEL:
4EBB
"1828-CALI"
GARAGE ®VrnWG:
LEFT
PACE:
H VAC
PLAN
U60 MPH EXP C
0)
`'" m ` 06 01 18
DATE•
MICALE: 1 /4"=1' - 0"
SHEET
o)
(U b REBAR VERTICALLY W/ CONC.
`�I
=iiUzi
( S
z p STOP ° ' ° ° 4' CONC REINFORCED W/ 11'X6•
a a WI,4XWIA U11F OR NBEIWIESH ON
6-MIL VAPOR IWTARPER ON
p L - UELL-COMPACTEP CLEAN FILL.
—. TERMITE TREATMENT TO BE
BORA-CARE APPLIED At PPWN .
zp zU
6 F 4" v-m' 4
np m0 a°
(2) b RESAR ON CHAIRS
1-STORY FOOTING
W/ BLOCK WALL
1 SCALE: 1/)'.1'-O'
-! L4' GONG. REINF. W/ 6'x6' WIAXWL4WUM ON
'G � ° b-MIL POLY ETHYLENE VAPOR VIE TARDER
L 4" GN LLELL-COMPACTED CLEMI FILL TERMITE
m 0 8, TREA'IFEI'1T SHALL Ed= BORA-CARE
(1) b MOAK CN CHAIRS
4 THICKEN EDGE
zq�
W'q
a 0 &'X6' WIA)IA
IET FIRE ON & -MIL- VAPOR
COMPACTED CLEAN
FILL TREA7(`ENt TO SE
A•et Ar itl A+ =•s wiun
b REBAR Oi CHAIRS
w 4" 4"
-94��
1-STORY FOOTING
Q
4A AT FRONT PORCHES
T
ON 6 CrNF
ETHYLENEVAPOR
DELL -COMPACTED CLEAN
a F tmm ITE TREATMENT SHALL BE
-CARE
? � (2) b RE ON G4AIR8
L>
4
jGARAGE STEP-UP
1-STORY L.B.W.
W/ UPLIFT
F) D EXTENDED FOOTING
SCALE, I/2'=1'-0°
=1
�NEI r,,nr►r
w111
.. a 41 CONC. REINFORCED W/ WI
WAXWA WIF OR FRIES! $4 ON
1: WL
. 6-MIL VAPOR RETARDER ON
°
COMPACTED CLEAN.FILL.
0
• CIE TREATMENT TO BE
-CAAPPLIED AT
FRAM -CAM
z p F
4' g, 8„ 411, (3) b RE ON CHAIRS
/ 2-STORY FOOTING
W/ BLOCK WALL
(V b REBAR SET IN SR`P•SON 401
i 6111ENGTI4 EPDXY &' EMBED. MIN.
L
4' CONC. MINK UV 6'x6' WW W"
a WiLM ON 6-MIL POLY ETHYLENE
VAPOR IETARDER ON
°°; WELL -COMPACTED CLEAN FILL
TERMITE TREATMENT SHALL BE
BORn-CARE
TYP. RETROFIT FOR
("� OMITTED DOWELS
Akk
iG'I ATE TO 01VD W(
• O.0 MAX
PLATE TO SLAP W/
LT W/ 2' WASHER Y'
• 32. OC MAX
" 4 REINFORCED W/ 6'X6' WIAXWL4
USF FIBERME&F1 ON &-MIL. VAPOR
IY RETA ON DELL -COMPACTED CLEAN
FILL. TE TE tRMATMENt TO BE
m BORA- APPLIED Al PRAMINGL
4" I' -ID..
(2) b REM` CI.AIIQB
1-STORY FOOTING
%1 AT L.B.W. (W/ UPLIFT)
iv SCALE: I/)'.I'-0'
e
m.
4' CONC, REINF. W/ &'x6' WA)OUTAO WUM
ON 6-MIL POLY ETHYLENE VAPOR
RETARDER ON WELL -COMPACTED II
4^ ,4' FILL TERMITE TREATMENT SHALL BE
MORA-CARE
GARAGE STEP-UP
5 NON -BEARING
�1
CLEAN FILL tERMITE
., HALL BE BORA-CARE
RAGE STEP-V1
NON -BEARING
EXTENDED STEP
a '
> ON -M
' FI 14111
a
L� (3)b
4-
RAGE STEP-UP
2-STORY L.B.W.
C E EXTENDED FOOTING
SCALE: I/$'.I'-10°
WED SLAB I III —CURB F
TA
WAXWAV ULLM
Y EtWYLENE VAPOR
N WELL -COMPACTED CLEAN
TREATMENT SHALL 1W
ON CHAIRS
E
NC, REINF. W/ 6'x&' WA)GUTAW U1LM
ON &-MIL FOLY ETHYLENE VAPOR
RETARDER CN U,ELL-COMPACTED CLEAN
TERMITE TREATMENT SHALL Me
B CARE
z w (2) b 1111M CHAIRS
LAB AT GARAGE
SERVICE DOOR
Pr
14 NOT USED
POURED LINTEL COW.(TYPJ
IWASkeR
S' CMU FILLED CELL (rYPJ
2x WALL FRAMING
WVXV ANCHOR BOLTS a (4))Px7l'
J-BOLTS MR1 b' E "WPC ENT UV VWX141'
AND NUT SPACED EVENLY FROM
FLOOR TO DONP SEMI. SET IN JOINTS
PRIOR TO FILLING. (SLEEVED ANCFKJR IN
SOLID POUR ACCEPTABLE RETROFIT)
EXT. /INT. FRAME WALL TO
�15 BLOCK WALL CONNECTION
SCALE:
SLAB TH 2bW PSI • 26 DAYS
i �ULKAX T MATE NAIL • 32T O.C. MO O-ANAX IOd r 6 x 6SLAB REINFORCED
UV
vnai
U LF OR r0mrQM6W ON 6-MIL VAPO
RETARDER DELL-COMPDC
FILL TERMITE tMENT TO BEACTE
BOR4-CARE AFI AT N7i7M11m.
(3) b M15AR ON CPWRO
2-STORY FOOTING
�1 AT L. B. W.
SCALE: I/2' x 1'
STUDS W' O.C. MAx �
SECURE BOT7CM W/
SMIPSON SP4 • O
HEIGHT CF GARAGE SECURE B7 O W/;'w
VARIES WITH SLOPE 2' R T' ETIBED.
MIN. • MA
w ewxY FOR EXPANSION
71
REPFORf.ED UV b'X6' WL4xWA
z - FISERMESH ON &-MIL VAPOR
MTR ON IIELL-COMPACTED CLEAN
L FILL. TE TREATBE
m -m' MENT TO 4' BORA-C APPLIED AT FRAMING.
I'-8" (2) b REBAR IRS
GARAGE STEP-UP
L. B. W. V W/ UPLIFT E: 'd'.I-O'
'STEMUALL TO BE MIN. 3 COURSES
" (U b W13AR VERTICALLY UV CONG.
POUIED CELL
e' cm
z
v NOTE. OPTIONAL USE OF
- I , CONCRETE CURB • GARAGE
WALLS TO BE DETERMINED BY
5. CO BUILDER BY DIvISIONt
STOP
CURB HEIGHT VARIES
w s
t
?Z E _
a 0 4' CCNC. REINFORCED UV 6•X6' WAXWIA
UWF OR FIBEf®MESI-1 ON 6-MIL. VAPOR
�- RETARDER ON UELL-COMPACTED CLEAN
?. FILL TERMTE TIEATI-ENT TO BE
BORA-OAF'S APPLIED AT FRA- IPIG.
L 4 o 4'
(2) b RESAR ON CHAIRS
m
Np 1-STORY FOOTING
8 AT GARAGE
��
a
0'-4' FIN. FLR
04 REBAR
.
• CONC, REINFORCED UV &'X6' WAxWIA
m
IA' RADIUS
z U'
OR FIR ON DISH -C 6-MIL. VAPOR
ER M U 64 ON 6-MIL. A CLE
'^
FILL. ItE TREATMENT TO BE
BORA- APPLIED At FRAMING.
4" I' -ID" 4"
(2)'S RE CHAIRS
12' MIN. BE
1-STORY
FOOTING
f
AT L.B.W. (W/ NO -UPLIFT) STAIR DETAIL
�.. .LJ SCALE: I/1•.I'-O' SCALE: I'•I'-O'
HEIGHT of GARAGE SECURe
A O W/;'xv
VARIES WITH SLOPE 712• IR T' EMBED.
MIN. •AX'ED FOR EXPANSION
e
c'
CAULK AND SEAL
GAS LINE
\�I i, Pvc& ILVE
FOR GAS LINE
&' cm
�IA' DR7WA1
WOOD BABE
1� NOT USED
4 a.
GAS LINE THRU BLOCK
� a
' CONG REINFORCED W/ &'Xb' WL4XWL4
OR PIR . 4 ff
H ON 6-MIL VAPOR
z a' RE ER ONACTED CLEA
L > FILL. ITS TO
a 4 4-
2-0-
ME DORA- ARAMING.(3) b REBA
GARAGE STEP-UP
4 2-STORY L. B. W. W/ UPLIF
11145 IESAR I Y
W/CONC. CEL
&• cm
z
L OF
Q • GARAGE
N O ETERMINED BY
STUCCO DIVISION.
STOP
K,HT VARIES
N
W W Q
>z L
o� 41 CONC. REINFORCED W/ 611 WIAXWA
io a OR FISER-I ON 6-MIL VAPOR
° ° RDER CN WELL -COMPACTED CLEA
/77
•- • FILL. FCMITE TREATMENT TO SE
BORA- RE APPLIED AT FRAMING.
U 41
- (3) b OY CHAIRS,
2-STORY FOOTING
A AT GARAGE
v SCALE:I/2'=1'-m'
STUDS 16,
•
fm
CONC. REINFORCED W/ WI WL4xWIA
FISERME64 ON 6-MIL VAPOR
z wRET ER ON DELL -COMPACTED CLEA
L FILL. ITS TREATMENT TO Me
4° " MORA- APPLIED AT PRAMING.
(2) b REBAR CHAIRS
GARAGE STEP-UP
�1 L. B. W. W/NO UPLIFT
vB SCALE:I/4'.I'-0'
apE
WL4> WIAO UUM
6-MIL 7LENE VAPOR
J� T DELL -COMPACTED
LL TERMITE TREATMENT SHALL
O 4" o a" 4 '"'LryS�BBBORA-CARE
4', iS �R ON CHAIRS,
CONCRETE PAD \�
P F
7 SG.D. O
D.TRA
TRACK
CK
DOOR
w
4
d4
4°4 .
1 O SLAB AT S. G. D.
(2) b WEAR ON CHAIRS
2-STORY
(3) 5 WEAR ON CHAIRS
-(U b RESAR VERTICALLY W/ CONC.
FOUR CELL
ONE ENERGY CODE FORMS FOR
IN&ULATION R-VALUE&
&' CALL
1/2' GYP. WL BD,
WOOD BASE
i NOT USED 4 w 4' OON I REIN°. W/ &'W W1A?AUTAo Or
b ON -ML POLY ETHYLENE VAPOR
RETARDER ON 11E1-L-COMPACTED CLEAN
lh FILL TERMITE TIEATMNT &HALL BE
BORA-CARE
s
(2) b REBAR • 1-STORY
(3) b REBAR • 2-STORY z
L I n
OUTSIDE REBAR TO BE ro b' PVC CHASE TNRU FOOTING
�+� �� "mot• 1 GONTINUOI& -_ E
(U b vERT. DCIUEL
77 LAPPED U1/ BOND BEAM
lU b REBAR AT cOa.1EERS L 1-STORY
UV 20' LAP MIN, - 0 4" e" 4'
m � (2) b REBAR ON CHAIRS
°2'-1" MIN. LAP I'-4, (3)Sb RESAR ON CHAIRS
HORIZONTAL/VERTICAL
r.>. PIPE THROUGH I REINFORCING
1-STORY FOOTING SCA:14'.r_m.
REBAR LAP AT FOOTING TYP. REBAR LAP
D WBO�WALL c AT LINTEL CORNERS
. -®
,AL,L EXTERIOR FOOTERS AT ]F'7CN]C FC S]L,AB'S 70 BE MIN. 12" BELOW UNIDISTURBEID SOIL,
NOT USED
W/
a . PERT. W/ 6'x6' U. IWL40 ULM
-MIL POLY ETHYLENE VAPOR
TARDER ON UK I -COMPACTED CLEAN
n t%ILL TERMITE TMATM6TlT SFfALL BE
CARE
V (2) b ON CHAIRS
L
m O 4' I' 4"
'-a'
GARAGE STEP-UP
2-STORY L.B.W.
W/NO UPLIFT
6 C EXTENDED FOOTING
J SCALE: '
RECES& rOR
-m" GARAGE DOOR
1
° 4' CO{C. REINF. W/ 6'xb' WAXWIAS WUM ON
6-ML POLY ETHYLB4E VAPOR RETARDER ON
p_ppU&LL-C"ACTED CLEAN FILL TM ,rM
TREATMENT SHALL BE BORA-CARE
(1) b RESAR CN CHAIRS
11 GARAGE DOOR FOOTING
SCALE. 1//'.I'-C'
WVOUT REOWRED
INSPECTION
/HO RIZ 0 NTAL/VERTICAL
REINFORCING AT
Dazqml��
CONTROL, DATE: 07/01/1°
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
w
W
U
W
O
(,
ca
p
F
A
suBnm de LOT:
CREEKSIDE
LOT 50
P1iOJECT#
04321.000 050R1
MODEL:
4EBB
"1828—CALI"
GARAGE ®YMM:
LEFT
PAGE:
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
160 MPH EXP C
ARCHITECT -
STATE OF FLO ADA
BOLA
AR NO 93723
a TE 06/O1/18
®CALF: 1/4"=1'-O"
SHEET
D 1
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
RR905.1.1 ON �6' O.S.B.
SHEATHING OR J" CDX
PLYWOOD SECURED
PER FASTENER
SCHEDULE
PRE-ENG TRUSS
MTL. DRIP EDGE
2x4 OR 2x6 FASCIA PER
ELEVATIONS
VENTED ALUM. SOFFIT
EMBED. STRAP VERIFY
W/ TRUSS PLAN
THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
1— STORY
1 BLOCK WALL
Zr* DRYWALL
X4' OR 1'X2' PT. NAILER
AIxXT15-ND
4 P.T. OR °/4X4' MIN.
ECU� THR.I FRAME I
14e INTO 15LOCIK
W/ ' TAPCONG OR DRIVE
PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MM. EMBEDMENT I-Y4
WITHIN 8' OF EACH END !
18' OG. MAX SPACING
DOOR CARING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE, SHIM AS NEEDED TO PLUMB
JAMB (DO NOT O CEED 49
DOOR JAMB TO BLACK +
9/9 OR R 6/�4
n WINDOA TO BLOCK +
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
I' GYPSUM BOARD OR i" HIGH
STRENGTH CLG. BOARD
GONG. FILLED LINTEL BLK W/ (U
°5 REBAR CONTINUOUS
PRECAST LINTEL
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRECAST SILL
(1) 05 REBAR VERTICALLY W/
CONC. POURED CELL
Ix2 P.T. FURRING STRIPS 16" O.G.
all CMU
1/2' GYP. WL. BD.
WOOD BASE
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
RRS05.1.1 ON J' O.S.B.
SHEATHINGS OR 2'" CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x4 OR 2x6 FASCIA PER
ELEVATIONS
VENTED ALUM. SOFFIT
PRE-ENG. GABLE TRUSS
WEEP SCREED
(SEE DETAIL 5/03)
2x6 P.T. SECURED TO
MASONRY w/ 1/2"xV A.B.
w/ 2' DIA. WASHERS, -t'
MIN. EMBEDMENT WITHIN
8" OF EA. END, 32' O.G.
MAX IN FIELD.
CONIC. FILLED LINTEL
BLK W/ (U 05 REBAR
CONTINUOUS
PRECAST LINTEL
5WW THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY t0 MASONRY
(1) 05 REBAR-
VERTICALLY W/ GONG.
POURED CELL
8" CMU
1—STORYo
GABLE BLOCK
WALL
SCALE: 3/4" =1' -0"
2X4m
SECURE TO BLOCK W/ V*'
2X4a
TAPGONS OR DRIVE PIN
SECURE TO BLOCK W/'
(MIN. SHANK SIZE .145
TAPCONS OR DRIVE PIN
MIN. HEAD b178 300
(MIN. 614ANK NZE J46
MIK EMBEDMENT 1 )1)
MIN. HEAD SIZE 300
WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X MUST BE
Is, O.G. MAX SPACING.
MIN. EMBEDt�T1T 1149
WITHIN e' OF EACH END t
NO7E, STRUCTURAL 2X MUST BE
2Xgm ON OUTSIDE ! SECURED TF4R000sH
10' O:. MAX SPACING.
ON OUt61DE t SECUI D
SECURE TO SLOCiK W/J-a(.' NON-RTRUCTURAL V TAPCON
MIK I_& EMBEDMENT INTO
SECURETAFCOTo
TXbm
THROUGH NON-STRUCTURAL '
TAPCON MIN. 44 EMBEDMENT
DRIVE PIN BLOCK.
SECURE 70 BLOCK
INTO BLOCK.
(MIN. SHANK SIZE J4b
W/R-%' TAPC," OR
MIN. HEAD OIZE 300 CMU
DRIVE PIN
MIN. EMBEDMENT 1149
JL' DRYWALL
(MIN. SHANK SIZE .145
WITHIN e' or EACH END +P�q
'X4' OR I'kT' P.T. NAILER
MIN. HEAD SIZE 300
K' DRYUW-L
Ia' oc. MAX SPACING.
❑
MIN. EMBEDMENT I Y4)
WITHIN S' oP EACH END 1
OR I'Xt' P.T. NAILER
2X8>m
SE�6TO BLOCK a- '
36' OAS. X 4' MIN.
IS' Or -MAX SPACING.
❑
OR K
DOOR CASING
(MIN. SHANK 81 J4b
SECURE TO BLOCK WR-%'
DOOR CASING
MIN. HEAD SIZE 00
DOOR JAMS OR WINDOW
TAPCON6 OR DRVE PIN
MIN. EMBEDMENT I Y4) ATTACH TO 2X PER
SHAHIC SITE Job
DOOR JAMB OR WINDOW
WITHIN 8' Op EACH END t M4NIPACTURE6 DETAILS.
MM.'dD SIZE 300
ATTACH TO 2X PER
Is' O.G. MAX 6PACMG.
MIN. EMBEDMENT 1 Y4)
MANUP-ACTURES DETAILS.
NOTE, SHIM AS NEEDED TO PLUMD
WITHIN a' OF EACH END !
18' OG. MAX SPACING.
NOTE, aw" AS NEFAED To PLUMB
JAMB (DO Nor EXCr+D Y4')
JAMB (DO NOT EXCEED V)
DOOR JAMB TO 31= +1-1 If
DOOR JAMB TO BLACK +3"
na WINDOW TO HIDCK +1-56 8
(1 WINDOW TO BLOCK +3'
3/W -0
3/8'��-0'
2X4W
TX4:®
TAOAPCCNS
SECwIE TO BLOCK W/ W
SECURE
SECURE t0 BLOCK W/ tiff'
OR DR VKE PIING,
TAPCONS OR DRIVE PM
TAPCONS OK DRIVE PIN
(MIN. 614ANK SIZE .145
(MIN. SHANK SIZE .145
(MIN. SHANK SIZE .Wb
MIN. HEAD 617E 300
MIN. HEAD 617E 300
MIK HEAP SIZE J' 00
MK IN
! Is,
MIN. EMBEDMENT 1 Y4') WITHIN
8' OF EACH END t 18' O.G.
MIN. hEAC14T-rENTViD I Y4) WITHIN
B' OF E� END O.C,
MAX SPACING
NOTE: STRUCTURAL 2X MUST
MAX SPACING.
a' OF EACH END ! la' O.G
MAX 6PACINf.
NOTE, TX MUST
2)(6gm
BE ON OUTSIDE /SECURED
2Xbz,
OUTSIDE 4
BE ON OUTRIDE ! SECUR3D
SECURE TO BLOCK
THROUGH NON-STRUCTURAL
SECURE
RECURS r0 BLOCK WA-9fr'
To BLOCK WR-�'
THROUGH NON-
I-Y G' 1JRAL
)Wr T.W�C-ON MIN. I-Y4
W/J-�1(t' tAPCONB OR
w 7AP IE N MIK I-B
EMBEDMENT INTO BLOCK
TAPCONS OR DRIVE PIN
rA PIN
TAPCOPA OIS
.
0-11 EDMENT INTO BLOCK
DRVE PM
(MIK SHANK SIZE .14a
M -1
(MIK 6HANK bIZE Job
(MIK SHANK SIZE .146
MIN. HEAD SUE 300
MIK HEAD SIZEjLUrT"N
MIK HEAD 617E 300
Cm
MIK EMBEDMENT I Y4)
MIK EMBEDt'�'WITHIN
8, GMU
MIK EI'TBEDMENT I Y4)
K' DRYWALL
WITHIN a'OP EACH END 1
g' p.IU
®: OF EACH C�1O.C.
15'w°
WITHIN 6' aF EACH END
,18' OR I'X2' P.T. NAILER
O.G. MAX SPACING.
lDRYWALL
I'X4' I'XT' NAILER
MAk 61PACIN�I'X4'
2X8!OOR
❑
OR DO' P.T. NAILER
! 18' OJ:. MAX SPACING.IX4'
2xa,mN2X8:m
❑
OR P.t.
CASING
SECURE 70 CL1-i(s'WJ2-
CASING
SECURE rO BLOCK
6TRUCTUR
TO BLO(.IK WR-
OR DRIVE PIN
tAPCCNB OI DIN
ryiTAPCONS ORSECURE
DRIVE PIN
W/CT/l2d WITHIN 9' OP EACTAPOONS
END + 6' TO a' O.C. MAX
(MIK SHANK RITE .14b
HEAD SIZE 300
POOR JAMS OR WINDOW
(MIK 614ANK SI
MIK HEAD SIZEDOOR
JAMB OR WINDOW
!MIK SHANK SIYE J45
G
OOR CARINGMIK
MIK SMSEPFIENt IY4') WITHIN
ATTACH10 2k PER
MIK EMBEDMEWIt 41
ttAGH t0 2X PER
MIK HEAD RISE 300
MM. EMBEDMENT 1 Y4')
DOOR JAMS WINDOW
O 2X
ttACd-I TO 2x PER
V OP EACH END / 10' O.C. MANUFACTURES DETAILS.
8' OP EACH ENO.C.
MANUFACTURE6 DETAILS.
WITHIN 8' oP EACH END !
MANI1kAO DETAILS.
MAX SPACING. BRIM AS NEEDED TO PLUMB
MAX SPACING -NOTE,
&41I"T AS N EDED TO PLWiS
18' O.G. MAX SPACING. AS NEEDED PLUMB
JAMB (DO NOT EXCEED AV
JAMB (DO NOr EXCEED Ye)
JAMB DoNoTs.SWjNOT 41
D Y4 )
DOOR JAMB TO BLACK +1-1/2"
DOOR JAMB TO BLOCK +2 ���} "
DOOR J�AU13 TO BLOCKXC+S
B WINDOW TO BLACK +1-l3k"
%n1 WINDOW
"
TO BLOCK +2 1/4
i1_ WINDOW
`
TO HLA K +9"
SCALE,3/0 '•I'-0'
SCALE= 3/8'=I'-0'
SCALE, 3/8'•I'-0'
ROOF DIAPHRAGM
USE 1/16' OZZ. OR 1/2' CDX PLY WITH 08 RING SHANK GUN NAILS AT
4" D.C. AT SUPPORTEID PANEL EDGES ANp 08 RING SHANK GUN
NAILS A7 6" O.C. At INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS w 4' O.G.
EXTERIOR SHEATHING
USE 1/2' CDX OR 1/16' OSB PLY WITH 08 RING SHANK GUN NAILS AT 6'
O.C. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.G. TOP 1
BOTTOM PANEL AND 06 RING SHANK GUN NAILS AT 6' O.G. AT
INTERMEDIATE SUPPORTS OR 1/16' ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS). SEE DETAIL.
NOTE: -RING SHANK GUN NAILS SHALL BE PERMITTED AS AN
ACCEPTABLE FASTENER PROM ANY MANUFACTURER
-ROOF DESIGN PRESSURE BASED ON WORST CASE
NAIL RI=QUIREIMENT5
SIZE
HEAD
LENGTH
I DIA.
TENSILE STR
Sol
ROUNP.MODIFIED
11/8,
.113
1T0000
OR T
10d
ROUND;TODIFIED
21/8'
.126
1*10000
ORT
NOTE: NAILS TO BE MFG- BY MEMBER OF INT.
STAPLE, NAIL 1 TOOL ASSOCIATION
I. 0.113 INCH NOMINAL SHANK DIAMETER
2. RING DIAMETER OF 0012 OVER SHANK DIAMETER
3, 16 TO 20 RINGS PER INCH
4. 0280 INCH FULL ROUND HEAD DIAMETER
5. 2 INCH NAIL LENGTH
2x4 BLOCKING BETWEEN TRUSSES
AT FIRST FIVE BAYS 4'-0" O.G.
(AT SHEATHINGS SEAMS)
STIFFBACK AT ALL UPRIGHTS
OVER 4'-10" HIGH (SEE SEALED
ENG. FOR SIZE AND CONDITION)
I E IMI 110-6,
CONT. 2x4 RAT RUN SECURED W/
(2) 12d's o EACH TRUSS
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
5/8' GYPSUM BOARD OR 1/2"
HIGH STRENGTH CLG:. BOARD
IX2 FIRE -STOP
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRE -CAST CONC. SILL
-Ix2 P.T. FURRING STRIPS ® 24" O.G.
1/2" GYP. WL. BD.
WOOD BASE
2X4,-
SECURE TO BLOCK W&
TAP -CONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Yv
NOTE: STRUCTURAL 2X MUST BE
WITHIN 8' OP EACH END 4
ON OUTSIDE + SECURED
18' OL. MAX SPACING.
THROUGH NON-STRUCTURAL W6'
2X6,®
TAPCOy MIN. 144' EMBEDMENT
SECURETO BLOCK
INTO BLOCK.
111/1-1/4' TAPCONS OR
DRIVE PIN
(MIN. SHANK SIZE .145
, CMU
MIN. HEAD SIZE 300
MIN EMBEDMENT I Y4)
' DRYwN.L
W1114M 8' OF EACH END +
'X4' OR I'XJ' P.T. NAILER
O.C. MAX WACJWA
❑M'
2k6m
7is' 0.4 J5. X 4' MIN.
SECURE TO BLOCK W/1-V4'
TAPGONS OR DRIVE PIN
CASING
(MIN. SHANK BITE .14b
DOOR JAMB OR WINDOW
MIN. HEAD 81XE 300
ATTACH TO 2X PER
MIN. EMBEDMENT 1)4.)
MANUFACfUR=S DETAILS.
WITHIN 8' OF EACH END !
18'
As PIAM
O):. MAX SPACING.
JAMNclvB (DO NOT E �D sp
DOOR JAMB TO BLACK +3-7/16"
WINDOW TO BLACK +3-7AO
2X4ft
RECURS ro BLOCK IW/Y4'
tAPGONg OR DRIVE PIN
(MIK SPANK SIZE .14b
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y
WITHIN a' OF EACH END
ENND !
NOTE, STRUCTURAL 2x MUST
OZ. MAX SPACINGS.
ME ON OUTSIDE ! SECURED
2X
X b,r
THROUGH NON-STRUCTURAL
SECURE TO BLOCK W/I-1/4'
%
'E�ITY®MBDMENTNO
OR DRIVE PINE
LOKTAPCONS
!MINI, SHANK SIZE .14b
MIK HEAD 612E 300
MIK EMBEDMENT 141
6' CMU.
WITHIN a' OP +AO-F END !
A' DRYWALL
16' OZ. MAX SPACNG.
❑
I'X4' OR I'X2' P.T. NAILER
2
SECURE t0 BLOCK WA 1/4'
' P.T. X 4' MIK
TAPOONB OR DRVE PIN
OR CASING
(MIK SWANK SIZE 145
MIK HEAD SIZE 300
MIK EMBEDMENT I Y49
DOOR JAMB OR WINDOW
WITHIN 8' OF EACH END /
ATTACH TO 2X PER
ANUPACTUREB DETAILS.
Is' O.G. MAX SPACMCi.
NOTE, SHIM
AS NEp7ED YO PLUMB
JAMS (DO NOT EXCEED 49
TOP CORD BLOCKING AT 4'
O.C. MAX IN FIRST 2 FRAMING
SPACES AT EACH END.
RAFTER OR TR °ll �S
ROOF SHEATHING
L V 1. I'X4' OR D0' PT. NAILER
Xr ❑ 1x4 P.r. OR %lx4' MIN. SECURE THRI
RAM+ +Xt+ND I -A' INTO BLOCK W/
PGONS OR DRIVE PIN
❑f'V_",Lr.4E
6HANK SIZE 146
MIN. HEAD SIZE 300
MIN. EMBEDMENT I &
WITHIN 8' OP EACH END 1 18' O,C. MAX
SPACING
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO IX PER MANUFAGTURE6
DETAILS.
NOTE, SHIM AS NEEDED TO PLUMB
JN'IB (Do NOT EXCEED Ap
DOOR JAMB TO BLACK +9/4 OR +5/4
/i1 WIRDOW TO BI4CK +O/4 OR +6/4
�"J>'�C E:3/ 11'10'
DOOR JAMB TO BLACK +9 /3 J
BLACK+894r/4"
z�
NOTE. TYP. EXT. SHEATHINGS ATTACHMENT
FOR SHEAR + UPLIFT (O.S.B. TO BE STRUCTURAL m °
GRADE) CONNECTORS FROM STUD TO PLATE ARE g
NOT REQUIRED EXCEPT a OPENINGS a
i°
Z
�a
ROOF 5#4EATI4ING LA'rCUT
AND ENDWALL 5RAGING
BUILD11yCs LENGTH -i FOR GA51-E END HRX-IINCH
•6 RING SHANK Gl1N N/XL6 9 4" OG
TOP a BOTTOM EDGES
FIBERGLASS SHINGLES OVER
030 FELT PAPER INSTALLED
PER FBCR RRSOr7l1 ON J" O.S.B.
SHEATHING OR J" CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE -
2x4 OR 6 FASCIA PER -
ELEVATIONS
VENTED A M. SOFFIT -
STIFFBAC T ALL -
UPRIGHTS OVER '-10"
HIGH (SEE SEALED G.
FOR SIZE t CONDITIO
O.SB. SHEATHING OR ;" CD
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET D2
OR 1/16" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
1/8' THICK, 3 COAT PORTLAND-
CEMENT PLASTER OVER
EXPANDED GALVD METAL LATH
ON FORTIFIBER JUMBOTEX GRADE
"D' PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
OR 1116" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
WEEP SCREED A
(SEE DETAIL -t/UJA2
SECURE GABLE TO 2x6 f .T.
PLATE W/ 12d'6 8" O.C. MAX
S
PT. PLATE TO BL /}" BOLL W/ 2" W ER SON HIGH ST NGTHEMBED. MIN 32"OC
/NR
MAX. 3 CO PORTLAND PL TER APPLIEDC Y TO MASONRYRY GABLE
AULT CLG.
K WALL
SCALE: 3/4" =1' -0"
0
1'-0'
Trite.
O.N.
2X6 P.T. SECURED TO
MASONRY w/ I/VxV A.B. w/
2' DIA. WASHERS, 7' MIN.
EMBEDMENT WITHIN 8" OF
EA. END, 32' O.G. MAX IN
FIELD.
PJ
"8 2' DECK SCREWS ®b'-8'
O.G. MAX a EDGES 1 12' O.C.
MAX IN FIELD. UNTHREADEp
'SHANK TO EXTEND BEYOND'
THICKNESS OF SUB -FLOOR
SHEATHING
TYP. 3/4' t+G SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
2x4 BLOCKING BETWEEN TRUSSES
WHERE "x' BRACING: 15 PRESENT
PRE-ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED
(2) 12d's a� EACH TRUSS
TO BE INSTALLED MID. IN7
OF TRUSS SPAN, OR 10'- " O.C.
MAX.
SEE ENERGY CCOE FORMS FOR
INSULATION R-J/ALUES
o16OARD OR }" HIGH
CLG.BOARD
x4 +1 24" OC. • INTERIOR KNEE
WALL
CONIC. FILLED Llt�ltEL BLK W/ (I)
a. "5 REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRECAST SILL
(U *5 REBAR VERTICALLY W/
CONC. POURED CELL
Ix2 P.T. FURRING STRIPS a 16" O.C.
c GIB u
I ' GYP. WL, BD.
NOTE:
PER FBCR R905.1.1 -FOR ROOF SLO S 2:12 TO
LESS THAN 4:12, A (2) LAYER UNDERLA ENT
SYSTEM IS REQUIRED. FOR ROOF SLOPE F
4.12 OR GREATER, (1) LAYER UNDERLAYME IS
PERMITTED BUT MUST 5E PER ASTM D226 TY
II, ASTM D 486S TYPE IV, OR ASTM D (5-I5l
C
IX4 DIAGONAL 5TM.
CHORD BRACING.
SEE PLAN FOR
LOCATION
PRE-ENG'D WOOD
TRUSS (TYP) a 24"
O.G. MAX
SIMPSON
HETA-16
(TYP) VERIFY
VW/TRUSS PLAN
CONC. POURED
LINTEL COURSE
"�- IX4 SYP LATERAL
RE-INFORCING 3ro" O.C.
MAX a TRUSS BTM.
CHORD, SECURE W/(3) 10d
NAILS a EA. TRUSS
CHORD
GABLE END BRACING
SCALE: 1/2 " = I' -0"
08 RING SWANK GUN NAILS
• 6" O.C. IN FIELD
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (OS$. TO ea STRUCTURAL GRADE)
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
IQ:ca
w
0
A
F
A
h
gvea=v. ae LOT:
CREEKSIDE
LOT 50
P1iOJECT�Jii
04321.000 050R1
MODEIt
4EBB
"1828-CALI"
GARAGE OTM90:
LEFT
PAGE:
SHINGLE MONO.
SECTIONS &
DETAILS
160 MPH EXP C
ARCHITECT:
STATE OF FLORIDA
NOS
FD 06/01/18
SCALM 1/4"=1'-0"
01-IMET
IBERGLASS SHINGLES
VER 030 FELT PAPER
I STALLED PER FBGR
2x4 BLOCKING BE N
R905.1.1 ON a" O.S.B.
TRUSSES AT FIRST C
FI RGLASS SHINGLES OVER
PROVIDE SAVE
SH ATHING OR }" CDX
BAYS 4'-0' O.C. (A
�30
FELT PAPER (OR
BAFFLE OVER THE TOP
P YWOOD SECURED
FIRE LASS SHINGLES OVER
SHEATHING SEAMS
AP OVED EQUIVALENT) ON
OF INSULATION FOR
PER FASTENER
EMBED. StRA
"30 LT PAPER INSTALLED
" O.5.B.
HEATHING OR CDX
CLEAR VENTILATION
SCHEDULE
VERIFY w/ t SS
PE FBGR RR905.1.1 ON r}'
FL
OOD SECURED PER
PER FBEC R402.2.3
PRE- NG WD. TRUSS
PLAN
O.S.B. EATHING OR ill CDX
F STENER SCHEDULE
24" O.C. MAX.
PLY D SECURED PER
PRE-ENG TRU5S
ZIP SHEATHING SYSTEM
F TENER SCHEDULE
(INSTALLED PER MANUF.
MTL. RIP EDGE:
SEE ENERGY CODE ORMS
MTL. D IP EDGE TYP.
PRE-ENG D. TRUSS
TL. DRIP EDGE
SEE ENERGY GOD FORMS
SPECS.) OR
FOR INSULATION R ALUEs
2X4 OR 2X6 ASGIA �'
24" O.G. X.
2x4 OR xro SUB -SAND
FOR INSULATION -VALUES.
WOOD SHEATHING
2X4 OR 2 FASCIA
PE:R EL VATIONS
5/8 GYPSUM BO OR 1/2 "
HIGH STRENGTH LG. BOARD
PER ELEV LIONS
PE ELEVATIONS
GYPSUM BO D OR
WR6 LAYER M,
GONT. 2x4 RAT N SEEGURE D
I�IGI-I STRI=NGT GLG.
STUCCO WRAP
o"
DOUBLE TOP P ATE
VENTED ALUM. S IT
WJ C2) 12d's ® CH TRUSS
VENTED UM. SOFFIT
BOARD
WRB LAYER 02, FORTIFI13ER
VENTED ALUM. IT
TYP.
WINDOW HEAD R SIZE VARIES
1/2° GDX OR �/16" 5B
SEE ENERGY ODE FORMS FOR
E `• BUILDING PAPER
o.H.
PER WINDOW PENING SEE
SECURE to WALL P R
INSULATION -VALUES
1,000° UPLIFT
SIMPSON
METAL LATH
HE ADE R SP N CHART FOR
FASTENER SCHEDUL
5/8 CaYPS BOARD OR
ONNEGTOR
5P2 E
FASTEN t0 WOOD STRUCTURAL
I/2 GDX OR �/16 SB
DETAILS
ON SHEET D
I/2" HIGH RENGTH GLG.
2 SYP2
2X8 STU
MEMBER ae �' OZ. MAX
',', t/8' TEXTURED
SECURE TO WALL R
FASTENER SGHEDU
WINDOW A AGHMENT AS PER
OR WWI ZIP
BOARD
D TOP
FINISH , WOOD
ON SHEET p
MANUFA USES SPECIFICATIONS
SHEATHING SYSTEM
DOUSE TOP PLATE
WINDO HEADER SIZE VARIES
PLA E
'M' TYPE CONTROL JOINT
OR 1/16" ZI
SHEATHING SYSTEM
WINDOW ILL
(INSTALLED PER
MANUF. SPECS.)
PER NDOW OPENING SEE
k FRAME To BLOCK
CONNECTION SEE DETAIL
(INSTALLED PER
2x6 ST PS ® 16' O.G. MAX W/
INSUL. SEE ENERGY CODE
HEA ER SPAN CHART FOR
DET ILS
ZIP SHE THING
RY WALL
15/DI
6 METAL LATH STRIP
MANUF. SPECS.)
FO FOR INSULATION
WI OW ATTACHMENT AS PER
SYSTEM NStALLED
PER MAN SPECS.)
I ANCHOR BOLT
6' WIDE SCRIP SELF
ADHESIVE FLASHING,
l/8" THICK, 3 GOAT
V LUES
�/s" THICK, 3 coat
NUFACTUREES SPECIFICATIONS
OR
AT 16" O.C. MAX UJITH{ -�"
16"
GLEAN
'' MASONRY BEFo1� APPLYING
CEMENT PLASTER
4 G SUBFLOOR GLUED AND
CEMENT PLASTER
INDOW SILL
U1ALL
EMBEDMENT AND 2"
;,;
TEXTURED
APPLIED TO METAL
REIUED AS PER FASTENER
APPLIED t0 METAL
2x6 STUDS is 16" O.G. MAX W/
SHEATHING
pIA. WASHER
FINISH a MASONRY
LATH OVER 2 LAYERS
HEDULE'. ON SHEET D2
LATH OVER 2 LAYERS
INSUL., SEE ENERGY CODE
8' CMU
OF GRADE "D"
OF GRADE "D'
FORMS FOR INSULATION
2x8 5YP *'2
N SP1
PAPER
BUILDING PAPER OR
R-VALUES
UJOOP STUDS
a EA. 2
S EA. 2X8
LATH
PAPER BACKED LATH
PAPER B
PAPER BACKED LATH
�, T 4 G SU5PLOOR GLUED AND
AT 12' O.C. MAX
STUD
VERTICAL CONTROL
OVER AN APPROVED
HOUSE WRAP
OVER AN APPROVED
HOUSE WRAP
SCREWED AS PER FASTENER
SCHEDULE ON SHEET
BETWEEN DISSIMILAR
D2
2x8 P.T. 5YP °11
ATERIALS
I `29
SOLE PLATE (I) COURSE TIE -BEAM
POURED SOLID UJITHI
DETAIL-1B/WA2
PRE-ENG FLOOR TRUSS
Z
CONCRETE. C I)
SCALE: N.T.S.
( INSTALL PER MFG. SPECS.)
l
BOARD OR HIGH
O
REBAR I-IORIZONTALLY
" T e G SUBFLooR GLUED
GONG. FILLED LINTEL
GYPSUM
DETAIL-15/WA2
1L
WEEP SCREED PER
BLK. W/ (1) 05 REBAR
CONTINUOUS
O
STRENGTH CLG. BOARD
Q
PRE-ENG FLOOR TRUSS
LL
O ri
ASTM 926-C E 1063-C O
PRECAST LINTEL
ND SCREWED AS PER
FA ENER SCHEDULE
Ix2 NAILER/DRAFT STOP
(INSTALL PER MFG. SPEGSJ
� uj
(SEE DETAIL 2/D3
WINDOW ATTACHMENT AS
ON
SWEET D2
PER MANUFACTURES
" GYPSUM BOARD OR
W
SEE ENERGY CODE FORMS
HIGH STRENGTH GLG. BOARD
Z
w
SPECIFICATIONS
FASTEN 2X4 $BON
FOR INSULATION R-VALUES
IX2 NAILER/DRAFT STOP
O
CMU) UJ/ (5) 12d N S A
u
PRECAST SILL
�1
PRECAST LINTEL
Z
#�) REBAR tv 16
CONIC. FILLED LINTEL BLK W/
1— W
O.C. MAX, IN
PRE -EN OR 5S
AS
WI ow ATTACHMENTPER
(I) "5 REBAR CONTINUOUS
W
CONCRETE
C INSTA LL EG
5/8' THICK, 3 GOAT
M ACTURES SPECIFICATIONS
EE ENERGY CODE: FORMS
W O
POURED G L,
VERIFY P
2 P.T. FURRING STRIPS
PORTLAND CEMENT
PRE AST CONCRETE SILL
R INSULATION R-VALUES
(3—
16" O.G.
CONC. F I EL BLK UJ/
PLASTER APPLIED
P CAST LINTEL
Q Q
PLAN.
a, MU
(1 B CONTINUOUS
DIRECTLY TO
MASONR
(1)� BAR VERTICALLY
W/ CON POURED CELL
WIND ATTACHMENT AS PER
MANUF CTURES SPECIFICATIONS
Z
-1 O
R-4.1
1/2' P. WL. BD.
IBB O N
5/5" THICK, 3 OAT
O U
IN LATION
04
Ix2 P.T. FU DING
PORTLAND ME:NT
PRE-C T CONCRETE SILL
N
(I) NTINUOUS REBAR
FASTENING DET
STRIPS e " O.G.
PLASTER PLIED
U100D SE
6
1
8 CMU
DI TLY TO
(U "5 REB R VERTICALLY
d O
SCALE:3/4"=1'-0"
I/2" GYP. WL• D.
ASONRY
W) CONE P URED CELL
ttl
Z_ W
°4 REBA 48" LONG
Q
yL C)
W/roll HOOK 24" O.C.,
z I
w
WOOD BASE
Ix2 P.T. FURR G
-
MIN. 24" INS B
0'-0'
STRIPS o 24" C.
O
_ ..'
ROOF TRUSS UPLIFT
FIN.FLR.
8" CMU
= l�
2'-O" (MIN.
cauNBctoRNOT
FSOR
�D
I/2" GYP. WL. BD.
I
IN SL,45)
CLARITY
z
WOOD BASE
SHOP DUOS-)
-0"
z °
T �T'
a 4
" "xro"
W
L L (,
3 1/2 CONC., RE I LU1 6
aa
p� a °
C TIO N
° UJIAXUJI.40 UJUJM ON -MIL
a
EXTERIOR WALL
SHEATHING (SEE
1
—t
: POLY ETHYLENE V FOR
NOTES)
-STORY
2-STORY
°`
O O D
a ° RETARDER ON
FASTEN EACH STUD
TO DBL_ TOP PLATE
W/ USP SPt24 NAIL
-`
CL AN
PER MANUF.SPEGS.
WALL
WALL ,:
:�, ,
-;
� �, ��
FRAME TO }
FILLWELL
TERMITE
�, �� � �� � �� FILL TERMITE TREATME T
SECTION
SECTION
LOC]K WALL °
SHALL BE BORA-CARE
-01
Cv
SECTION AT TOP
1I
JL
B
REBAR CONTINUO
OF EXTERIOR WALL
SCALE: 3/4 -- 1 -0 e
SCALE: 3/4 -= I -0
OONN CHAIRS
C�
i / /SCALE: NtS
FIBERGLASS SHINGLES
PRE-ENG GABLE TRUSS
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBGR
VER 030 FELT PAPER
ALLED PER FBGR
PRE-ENG GABLE TRUSS
NOTE:
\
XTERIOR WALL SCUDS � PLACE StRApB SPACED
RR905.1.1 ON "OMB.
Sp:F STIFFBACK (SEE SEALP TRUSS
RR9 .I ON " O.s.B.
SPF STIFFBACK (SEE SEALD TRUSS
DIAGON ACE m
WALL SHEATHING AND FASTENED AS
WITH ONE
SHOUNADDITIONAL
SHEATHING OR CDX
ENG, PACK FOR SIZE 4 CONNECTION)
SHEATH( GDX
ENG. PACK FOR SIZE 4 CONNECTION)
GENT OF TRUSS
FASTEN STUD o BLOCK
ADDITIONAL s At
WALL
PLYWOOD SECURED
2x4 SPF BLOCKING BEtU1EEN
PLYWOOD 5 RED
2x4 SPF BLOCKING BETWEEN
S OR HIGHEST
EACH WINDOW STUD
WITH USP MST STRAP WITH
PER FASTENER
TRUSSES AT FIRST l5) BAYS 4 -0
PER FASTS
TRUSSES AT FIRST (5) BAYS 4'-0"
IDGE. DIAGONAL
FASTENERS AS S INSTALL
SCHEDULE
O.G. (AT SHEATHING SEAMS)
t
SCHEDULE
O.G. (AT SHEATHING SEAMS)
BRACE TO BE 0 ANY
SPAN 15 -0 OR
STRAP • EA. E UN.0)
SPACE STRAPS AS F
4 (1 0d COMMON NAILS
Mal,
MTL. DRIP EDGE
NOTE:
DIAGONAL BRACE ®
MTL. DRIP EDGE
GREATER REFER t0
-110 MFH 'C': 32
410 MPH 'B': 32:
T TUD (0.148 DIA X I I/2"
)
O
PRE- G W . TRUS 24 CENTER OF TRUSS SPAN OR
2X4 OR 2X6 FASCIA
PER ELEVATIONS
T 2
TRUSS ENG. FOR
AppltfONAL
-160 MPH 'C': 32
15¢J MPH 'B': 4P.'
O.G. STRAPS INSTALLED
oC OVER WALL SHEATHINCs
2X4 OR 2X6 FASCIA
O.C. MAX.
HIGHEST RIDGE:. DIAGONAL
BRACE t0 BE ® ANY SPAN
SECURED W/ (3) 12d
HORIZONTAL TRUSS
-140 MPH 'Ci 40'
TOP OF STUD WALL
Or-
00
PER ELEVATIONS
15'-O" OR GREATER REFER
NAILS
REINFORCEMENT.
SOLE PLATS
Nl
FILL ALL REMAINING STRAP
SECURED WJ (3) 12d
SECURE TO
TO TRUSS ENG. FOR
SEE FASTENER SECURE TO
0'-0' TO 30'-0" (1)
�
HOLES W/ 10d NAILS INTO
NAILS
TRUSS W/
ADDITIONAL HORIZONTAL
SCHEDULE ON SHEET t TRUSS W/
X-BRACE
wow BACKING
1/2" CDX OR 1116" 0515
(2) 12d
TRUSS REINFORCEMENT.
D2 FOR SHEATHING
(2) 12d
30'-1" TO 60'-0" (3)
DO NOT PLACE SCREW IN
SECURE TO WALL PER
NAILS
0'-0" TO 30'-0" (1)
FASTENER PATTERN
1/2" CDX OR 1/16" OSB
NAI
X-$RAGE (1) X-$RAGE
-
TOP HOLE NEAREST TO TOP
FASTENER SCHEDULE
X-BRACE
SECURE TO WALL PER
CENTER AND C2)
MSONRT WALL
OF CMU BLOCK WALL
ON SHEET D2
OR 7/16" ZIP SHEATHING
30'-I" t0 60'-0" (3)
FASTENER SCHEDULE
BRAGS DIVIDED
EQUALY FROM CENTER
� CONNECT BOTTOM OF
=L STRAP to BOTTOM BLOCK WALL
SYSTEM (INSTALLED PER
X_ RACE (l) X-BRACE
ON SHEET D2
TO END
Wi (�)
MANUF. SPECS.)
6 CENTER AND (2)
OR 1/16" ZIP SHEATHING
^
TAPcON MAS NRY
WEEP SCREED, SEE
BRACE DIVIDED
CONT. 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER
SYSTEM (INSTALLED PER
MANUF. SPECS.)Gortt.
2x4 SPF RAT RUN SECURED
2 -STORY
CMU BLOCK WALL
WS
DETAIL iB, SHEET WA2
' TRUSS
l2) 12® EACH d $ E
t0 END
2X4 W/ 3/8 X 5 LAG
(2) 12d s a EACH TRUSS
ABLE END
2X6 P.T. SECURE W/
(2) 2x4 02 S.Y.P. DIAGONAL
BRACE WJ
GABLE
032" O.G. MAX O
(2) 2x4 112 S.Y.P. DIAGONAL BRACE WJ
(3) 12d's a EACH TRUSS DIAGONAL
S
I/2'X9" ANCHOR
BOLT 32" O.G. MAX.
(3) 126's 0 EACH TRUSS DIAGONAL
X-BRACING TO COVER 5-TRU55ES
X- BRACING
SIMPSON MaT
32" MAX
X-BRACING TO COVER 5-TRUSSES
BRA
XTERIOR
STUD WALL CONNECTIO
NAIL GABLE TO 2X6
p 0P PLATE
5/8' GYPSUM BOARD OR 1/2" HIGH
8
TO FIRST
FLOOR MASONRY WALL
W/ 12d NAILS
I"'I I/2
NIGH SCALE: 3/4" = I' -0"
SCALE: 3/4" =
3
6" O.C.
sT NOTH G, 50A D
STRENxtH GLG. BOARD
2X D 16" QZ. MAX.
STRENGTH GLG. BOARD
SCALE: N7S
MAX.
1441 N. RONALD REAGAN Ell
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
W
E,
U
W
0
F
A
Q
stmDIV. de TAT:
CREEKSIDE
LOT 50
P1ZOJECT#
04321.000 050R1
MODEU
4EBB
"1828-CALI"
GARAGE ®WxG:
LEFT
PAGE:
SHINGLE MONO.
2-STORY
WALL
SECTIONS & NOTES
%l MPH EXP C
08/01/18
®CAT• 1/4" V-0"
8HZET
TOP PLATE
r&L O.C. MAX.
SECURE 2X4 W/ 2-1/4'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145 MIN.
HEAD SIZE 300 MIN.
EMBEDMENT I Y4' W1u w
EA. END NOT TO E
2X4 SOLID ING
SECURE T HEATHING
WITH >P^12d PER BLK.
EA. END
*NOTE: NAIL 51 41=AT4NG TO ALL 2X A5 PER EXT. 51 4r=AT41NC: NAILINCx, ad 4" O.C. MAX 1w EDGES 4 (o"-8° O.C. MAX IN TNI= 1=1ELp
BT.
EXTERIOR ARCHWAY
i WITH WINDOWACAI
_
/CLOSED VALLEY FLASHING DETAIL
N.T,S.
132' O.C.
t BOTT(
C BG
1/2' CLG. ARD
WOOD
1/2, D A04 .
UDS •16'
.c., U.Ox
2X4 CONT.
2X4 WOOD -
STRESS
STUDS 016,
BLOCKING
O.G., U.Ox
MID -WALL
SECUR BT.
1/2'X9' A
PLATE TO B
1/2' DRYWALL
32, O.G.
W/ 10d M RY
EMBE
NAIL • 32 O
/ram MAX
/
�CONC. SLAB
SE
F DET I,
G►E
d O
N ATION—
r IS
SP 32' .C. MAX
1ST FLOOR 1ST FLOOR
INT. BEARING WA INT. BEARI.
(NO UPLIFT) A (W/ UPLIF`.
SECURE 2X4 TO
WOOD W/2-12d s 6'-8"
O.G. STAGGEREp
SECURE 2X4 W/ 2-3(6'
TAPCONS OR DRIVE PIN
(MIN SWANK SIZE .148 MIN.
HEAD SIZE 300 MIN.
EMBEDMENT I Y4' W/IN 8'
EA. END NOT 8EXCEED
'
ARGN4WA r
O.G. MAX
[)
Bt. PLATE J
2X4 SOLID BLOCKING
SECURE TO 514EATWING
1/2' CPX
WITH MIN. 2-I2d PER BLK
EA END
2 EXTERIOR ARCHWAY
SCALE: 1/2' =1' -O'
2x4 SECURED TO
GABLE ENO WK2)
6"-8" O.C.
_ •
'Amp
N '
FA
2X4 TOP PLATE I \2: CLG. BOARD--e
1/2' CLG,
2X4 CONT.
I/2' DRYWALLS
STRESS
BLOCKING
MID -WALL
SECURE BT. PLAT
TO SLAB W/ 10d
MASONRY NAIL o
32' O.C. MAX
2X4 PT_
PLATECONC.SLAB
GONT. AL-
1 O4GK8, OP 4
80770M
112' DRYWAL
2X4 WOOD CHANNEL SHAP
STUDS *24" STUDS 24' O.C. I
OZ. LAYER OF 1/2'
TYPE GYPSUM
WALL50A
ATTACHE I
SIDE a 12
Eli IN, M-112c.
UPRIGHT
001
ONC- SLAB
JM7
1ST FLOOR
W TYP. INT. WALL
1' 01N—BRG.
1A LE:1/2'=1'- ' SLEII-0'
TRUSS TO WOOD FRAMING
5IMP80N MTS-12
PRE-ENG TRUSS
FIRS-ENG. TRUSS
D TOP LATE
2 T CO STRESS
DBL. 2X TOP PLATE i
SP4o32' O MAXI
ID WALL
T/Ib' OSB. `a
2x S S 16' O.C. MAX,
OR 1/16' ZIP SHEATPING vN
SYSTEM (INSTALLED PER
MANUF. SPECS.)
i SUBFLOOR GLUED
2X BLOCKING O
CREWED AS PER
TOP OF
A ER SCHEDULE
1/2, COX
I FLOOR STUDS TO
`a
FLOOR STUDSw
2X STUDS I6' O.C.MAX.
SIMPSON M5TA-36 6 32'
2X BTM. PLATE—
Or MAX
3/4' FLOOR DECKING
MSTA-36 32'O.C,
MAX
PRE- ENGINEERED
FLOOR GIRDER
PR-ENG FLOOR TRUSS
DOUBLE TOP PLATE
PRE- ENGINEERED
FLOOR TRUSS
2x CONTINOUS STRESS
LOCKING MID WALL
(D
CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK
2 STUDS w 16' O.G. MAX,
W/ 1/4' GAP FROM BLK TO 0.613.
UA
In' WL. BD.
�PERIMETERORIZONTAL
2
OSM. TO PROVIDE CONT. NAIL PATTERN
SECU BT. PLATE TO
SP4e3 O.C. AX
SLAB W 'x9' ANCHOR
(�3
REMAINING AREA TO BE SHEATHED FROM DBL. TOP
BOLT W/ WASHER SET IN
PLATE TO HORIZONTAL BLOCKING.
—
SIMPSON P STRENGTH
EPDXY 7' E ED. MIN.
®
SHEATHING • TOP OF WOOD FRAMED WALL TO BE
STAGGERED MIN. OF I6' FROM SHEET BELOW
or.:
61MPSON SP4
32' O.G. MAX
05
INSTALL ALL SHEETS W/FACE GRAIN PARALLEL
TO STUDS
9 INT.
2—STORY L.B.
EXT. WALL SHEATHING
BCALE:1/2'=I'-0'
4 SCALE.I/2'=1'-0'
C
SIZE PER
DOOR//
WINDOW
OPENMG�
I
E
SECURE 2x4 ONJ
FLAT TO BLK
W/ CUT NAILS.
SIDES:
2X6 GARAGE DOOR SUCK W/ (5)
o NX8' A -BOLTS 4" EMBEDMENT MIN. 0
W/ 2"X2'Xlb WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HDR. IN JOINTS
PRIOR TO FILLING.
1-2X(o PT BLOCK • CENTER OF
DOOR HEADER W/0)1i1XB" J-BOLTS
0 4" EMBEDMENT W/ 2'X2'X6' WASHER
AND NUT.
�NorEs: I ® [
ALL ANCHORS SHALL SE IN ACCORDANCE TO
MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE
SUCH INSTRUCTIONS AR MORE STRINGENT
GARAGE DOOR
rQ�l BUCK ATTACHMENT
u SCALE: 1/1'=I'-0'
" COX PLYWOOD
OPENING
q
°
4
d
°
°
a
°
d
44 a
�d
° PRECAST LINTEL
or, °
°
-
dp
O SECURE M
E ) MIN ki L THAN
l a
°
°
1 1 ', WIND T E
a
SE TO L CK
LOGK3
q
°
IT
BLOCK W/ (2)
"x3" ON R DRIVE PIN
l N ANK SIT 145)
Q
( MBED. I }")
a
T IN S' OF EACH D AND
I O.C. MAX SPACIN
°
CMU W L
°
n 14 °
4
4 a
°
° ° a 4
4 d C 4.
Q d
d
a 4 a
ARCH WINDOW FRAME
ez TYP. EXTERIOR WINDOW/
4 DOOR NOPEGWD FRAMED
m
PR-ENG TRUSSES W/ TRUSS
CONNECTOR VERI/0,C.
FRAMING PLAN
DOUBLE TOP PLA
CRIPPLE STUDS e
SMPSON LST 12 ,o EA. JACK
�TUD, BOT IDES OF
OPENING
2x ST S o 16' O.C. MAX W/
5P PING SHEATHING TO BE
PIN J' OF WINDOW/ DOOR
ENING AND SECURE PER
NAILING SCHEDULE
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
JACKB(SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY o A TIME.
SE I2d NAILS, TWO WITHIN 6"
EACH END < NO MORE
TH 12' O.G. STAGGERED
SP4 H5 a TOP AND
BOTT LATES • EA. FULL
LENGTHS D, BOTH SIDES
OF OPENI
SHEATHING T AP TO
BOTTOM OF NG'D
TRUSS BELOW_ 814 THING
MUST NOT Wr=AK I'- " MIN.
FROM 2ND FLR. LINE.
ENG TRUSSES OR
FRAMED RAFTERS
GDX PLYWOOD. T D
PER FA6' ZI W41P
E
2
OR '1/Ib' Zf8Y8TEM(MANUF. 2x4R
ST SCURE
BETWEEN BAYS W/
(3) I2d' ACP END
2x DOUR TOP PLATE
UDS a I6' O.C.
MT -12 • EVER STUD
2x4 BT. PLATE
DORMER
ATTACHMENT
15 SCALE; 1/2"=I'
2x RIDGE ONE SIZE LARGER
THAN RAFTER SIZE
N. (3) 12d NAILS OR
MIN. (4) 10d GUN NAILS
2x4 COLLAR TI VERY OTHER
R W/
MIN. (3) I2d OR
MIN (4) 10d GUN
i37 713i3�-'
Ix8 NAILER SECURE TO TRU88E8
BELOW W/
(2) I2d NAILS OR
(3) 10d GUN NAILS a EA TRUSS'
RAFTER TO TRUSS MTS-12'
CRATE VOID FOR STRAP
PENETRATE
ROOF DE OVER
PRE.Wa TRUSSER
PR-ENG. TRUSS
ALTERNATE CONNECTION
MSTA-24 RAFTER TO BLK'G
BETWEEN TRUSSES
HEADER SIZE PER
SPAN CHART.
Obi
TYP. INTERIOR
11
S REBAR VERT. IN
SOLID GROUTED CELL
5/8' THICK 3 COAT
CEMENT PLASTER
APPLIED
DIRECTLY TO
MASONRY
GALV.STEEL
L
TRACK BRACKETS
FASTENED TO
WOOD JAMB W/
I/4' LAG
GALV. BTEEI----
SGREW6
SCREl
vERTIGAL TRACK
5Y MAUF.
FASTENED TO
TRACK BRACKETS
W/ 1/4'-20XI/2'
CARRIAGE BOLTS
AND LOCK NUTS.
PRE-ENCs'i{
MTS-12
�/Irta" OS.B.
MTS-12
4 CONV. FRAMED ROOF
SCALE: 1/2'.I'-0'
PR-ENG TRUSSES W/ TRUSS
CONNECTOR VERIFY W/ /
FRAMING PLAN
0OU5LE TOP PLATE
CRIPPLE STUDS e-41 O.C.
MAX
0.
SI SON L -12 s EA JACK
TU B 81DES OF
N
2,v,,o6TUDS s 16' O.G. MAX W/
G-EATPING.$-EATWING TO BE
WITHIN }' OF WINDOW/ DOOR
OPENING AND SECURE PER
NAILING SCHEDULE
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
-JACK STUD ASSEMBLY TO SE
SECURED ONE PLY in A TIME.
SE I2d NAILS, TWO WITHIN 6'
F EACH END t NO MORE
TPA O.C. STAGGERED
1/2'x'S' AB. IN. i'
EMBEDME "FROM EACH
END i 32' O.G.
SP4 OR H5 o TOP
BOTTOM PLATES • E ULL
LE IGTP STUD, BOTH SID
•OF OPENING.
LINE OF SLAB
COIINER BEAD
SEALANT <
BACKER ROD
a, CMU SEE
STRUCTURAL FOR
REINFORCEMENT
2xb P.T. add
ATTACPED TO FILL
CELL AS PER
PRODUCT
SPPROVAL Wa.
FROM MIAMI-DADE
COUNTY
UEATPER STRIP
MOULDING ALL
AROUND (BY
DOOR MANUF.)
'OVERHEAD DOOR
BY OTHERS
13 GARAGE DOOR JAMBS
ETAIL @
2X4 DBL.
TOP PLATE
IX4 STUDS I6'
IAA' 06.5.
TEXT. FINISH
J'1ETA-fro
'MU WALL
• 1175 UPLIFT
SIMPSOM PTSM20
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCONS TO CONT
POURED LINTEL
M 1900 UPLIFT
(2) SIMPSOM HTSM20
INSTALLED ON OPPOSITE
FACES OF BLOCK WALL
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCONS TO CONT
-POURED LINTEL
PR-ENG TRUSS
CONTINUOUS
BOND BEAM
TRUSS ANCHOR
�� RETROFIT
N.TS.
CONTROL DATE: 07/01/15
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
W
V
w
0
F
U
w
Q
h
A
BMW. as LOT:
CREEKSIDE
LOT 50
PROJECT#
04321.000 050R1
MODELt
4EBB
"1828-CALI"
GARA03C SWMG.
LEFT
PAGE:
misc.
DETAILS
160 MPH EXP C
n 06/01/18
IHCALE: 1/4"=1'-0"
SHEET
�4
_ Planning & Development Services Department
®
Building
& Regulations Division
Product
Review Affidavit
Building Permit #
Owners Name
Applicant
Product
Opening Design
Product Rated
Manufacturer
Model #
Product Approval
Glass Type
Method of Attachment
Pressure
Design Pressure
Number
1/4" concrete screw 6" edge distance @head, 4" edge
Swing door
(+36 ) / ( 47 )
(+67 ) J ( 67 )
Therma-Tru
Smooth Star
FL20461.17
N/A
distance @jamb, 4" each side of transom centerline to
bucking. Fastener spacing @ 15" o/c max. @head and
jamb. Min. embedment of all anchors to be 1 1/4"
Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from
corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4"
embedment. Type II: 3/16" or 1/4" ITW Concrete tapcon
SH Window
(+38 ) J ( 48 )
(+50 ) / ( 50 )
Ply Gem
Ply Gem 1500
FL16103.1-R9
Non Impact
anchor. 6" max. from corners, 7 1J4" o/c at jamb, 10 1/4"
@ head. 1 1/4" embedment. Two additional tapcons
midspan and one at lower frame required vertically each
side. Install per manufacturers recommended
requirements.
Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from
corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment.
Type II: 3/16" or 1/4" ITW Concrete tapcon anchor. 6" max.
SH Window (Integral
(+38) / (-48)
(+50) / (-55)
Ply Gem
Ply Gem 1500
FL16100.1-R6
Non Impact
from corners, 8 1/2" o/c at jamb, 6" @ head. 1 1/4"
Mulled}
embedment. Eight additional tapcons top and bottom
required horitontally, one midspan vertically each side.
Install per manufacturers recommended requirements.
1/4" concrete tapcon anchor. 2 1/2" minimum edge
Sliding Glass Door
(+33) / (-41)
(+50) / (-50)
Ply Gem
Builders Series
FL14634.2-R3
Non Impact
distance. 6" max o/c from corners and 20 3/4" max o/c
4780
elsewhere top, vertically and bottom. Z 1J2" min
embedment.
1/4" concrete tapcon anchor. 6" max o/c for corners.
Tapcon required 3" each side of center of opening top and
Opaque single door
(+36) / (-47)
(+47) / (-47)
Therma-Tru
Smooth Star
FL14985.1-R2
N/A
bottom. Top and bottom centerline of each door slab get
with transom
tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4"
embedment.
3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C
Double Garage Door
(+29) / (-35)
(+46) J (-42)
Clopay
16.2x7 73 W6
FL16546.6-R9
N/A
Use galvanized (zinc coated) roofing nails, 11 or 12 gauge,
with at least 3/8" dia. heads, long enough to penetrate
through plywood or 3/4"into boards. Use 4 nails per
Roof
IKO Cambridge
FL7006.1-R10
shingle placed 6-1/8"above the butt edge, approx. I" and
13" from each end and 1/2" above each cutout. Drive nails
straight so that nail head is flush with, but not cutting into
shingle surface.
Miami -Dade approved corrosion resistant tin -caps and 12
Underlayment
Intenvrap
RhinoRoof U20
FL15216.1-R3
gauge IN" annular ring -shank nails,
spaced 6" o.C. at all laps and three staggered rows
fastened 12" o.C. in the field of the roll
Soffit
+31.6, -38.8
(+157) / (-46.1)
PlyGem
Variform Soffits
FL24161.1
1/4" x 20 stainless steel or ELCO Panelmate with minimum
Hurricane Panels
Hurricane Storm
embedment @ 1 3/4" in concrete /masonry, 2 1/2" min.
Less than 6' span
(+47) / (-53)
panel MFG.
24 GAGE
FL16293-R2
edge distance 12" o/c max. spacing. Can be headed screw
orall thread but with wing nuts.
1/4" x 20 stainless steel or ELCO Panelmate with minimum
Hurricane Panels 6'
Hurricane Storm
embedment @ 1 3/4" in concrete / masonry, 2 1/2" min.
span or more
(+45) / (-50)
panel MFG.
24 GAGE
FL16293-R2
edge distance 12" o/c max. spacing. Can be headed screw
or all thread but with wing nuts.
Zip System
Install per manufacturers recommended requirements.
Sheathing
Fluber
Wall Sheathing
17147-112
1441 N. RONALQ REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-774-4078
www.abdesigngroup.com
l AA #: 0003325
F
W
y
W
U
W
ti
0.
W
F
FF
aysa=v. ae LOT:
CREEKSIDE
LOT 50
PIiOJECT�f
04321.000 050R1
arcoaEU
4EBB
"1828-CALI"
GARAGE ®1►i%TCi:
LEFT
PAGE:
PRODUCT
APPROVALS
160 MPH EXP C
ARCHITECT -
STATE
OF FLORIDA
�
` DATE: 06/01/18
®GALE: 1/4"-1'-0"
IBHZET
I! s
NOTE: NOTE: NOTE:
IF ZIP SHEATHINGS SYSTEM 15 APPROVED BUILDING WRAP IF ZIP SHEATHING SYSTEM 15
INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4" SELF -ADHERING MEMBRANES
MANUFACTURERS 6" s VERTICAL LAPS (ROLL MANUFACTURERS FLASHING (COMPATIBLE W/ HOUSE \Ik!7
ENDS) 4 6 * HORIZONTAL LAPS. WRAP MATERIAL) OVER
INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' INSTALLATION PROCEDURES APPROVED HOUSE WRAP..
WITH FORT15ER SHEATHING: TAPE ` FLASHING TO EXTEND ONTO PIPE /
/ I" OR LESS PIPE / 6'x6' SELF -ADHERING MEMBRANE
PENETRATION FLASHING (COMPATIBLE W/ HOUSE
PREFORMED CONTROL JOINT THICK, 3 COAT CEMENT WRAP MATERIAL) OVER 4'x4'
FLANGE OF CONTROL JOINTS T \ PLASTER SELF -ADHERING MEMBRANE
BE WIRED TIED TO LATH a V ` WRB LAYER 12, FORTIFIBER / \ / FLASHING OVER APPROVED
O .MAX ! .). O BUILDING PAPER a HOUSE WRAP.
.G Y�RT NorE D I MSJ. LAP METAL LATH
NOT FASTEN CONTROL JOINT TO FLASHING TO EXTEND ONTO PIPE
WALL EVEN IF EXISTS / �\
BEYOND EXCEPT
STAPLES W/ APPROVED METAL LATH
V LEG MAY BE USED TO TEMP. FASTENED •-l' (VERT.) O.G. MAX 1X X X ' \
SECURE CONTROL JOINT AT SUPPORtS X X X —
O A SI GUT AND YERL PONE DE OF
DURING INSTALLATION WRB LATER "I,
FASTENERS TO BE SPACED STUCCO WRAP T METAL LATH FLASHING
SELF -ADHERING MEMBRANE71 CUT AND OVERLAP ONE 51DE OF
• T' O.C. MAX VERTICALLY / FLASHI SELF -ADHERING MEMBRANE
WOOD SHEATHINGS
STEP 02 FLASHING
OR 146' ZIP SHEA"PiNG WRB LATER "1, }' THICK 3 COAT CEMENT WRB LAYER M,
I SYSTEMSTALLED PER STUCCO WRAP PLASTER STUCCO WRAP
MANUF. GS.) METAL LATH
•' n ell MIN FADER LAP BELOW ONLY /
WRB LAYER 12, FORCIFIBER WRB LAYER M2, FORCIFIBER WRB LAYER 01, FORCIFIBER
BUILDNG PAPER BUILDING PAPER LADLING LATH
STUCCO WRAP WI LAYER 01,
&'x6' SELF -ADHERING MEMBRANE
FLASHING OVER 4'x4'
SELF -ADHERING MEMBRANE
TO } I INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVEp
LATH SHALL NOT GAF MIN.
WOOD SHEATHING SCRAPS, STAPLES) AS HOUSE WRAP.
BE CONTINUOUS W TO e° 6' TO f ' OR IAA ZIP SHEATHING
SYSTEM !INSTALLED PER REQUIRED TO SECURE FLASHING TO EXTEND ONTO PIPE
THROUGH CONTROL MIN. MIN, M SPECE0 PIPE/ WIRE CO FRAMING
JOINTS BUC SHALL FLASHING OVER APPROVED
BE STOPPED AND Vt " «wy , T. tf tt: v„ HOUSE WRAP.HERING MEMBRANE
LIED AT EACH SIDE. PROVIDE 2X4 BLOCKING MIN LATH
PER ATE C14 SI PLACED FLAT MAX. 6' G S' LAF LAP R FLASHING t0 EXTEND ONTO PIPE
T.10.1.4 FROM CONTROL JOINT WHEN
\ CONTROL JOINT FALLS ON APER LAP %' CONT. BEAD of SEALANT
NOTEt \ / STRUCTURAL STUD �'J SCALE: 1 1/4'=I'-0'
I. FASTENERS FOR LATH CO BE NAILS Ole INSTALL APPROVED HOUSEWRAP AIR
STAPLES IN COMPLIANCE W/ ASTM C1063
INFILTRATION BARRIER OVER
2. WIRE TIES TO BE (NO. 19) 0041150 WIRE / SHEATHING
ELASTOMERIC COATING OVER STUCCO/
3. BLOCKING SHOWN MAY BE INALANDPI\ G.V. FINISH !SEE TYP WALL SECTION)
TO WALL STUDS SQUIRED PER PLAN
VERTICAL LATH
� & PAPER DETAIL ..
WOOD STUDS
SECTION
PER Exteriorlathing� gandplastering
NOTE: SHEATHING 'I Exterior use of portland cement plaster
SIDE LAPS OF METAL OR 7A6' ZIP SHEATHINCz SYSTEM ,' shall comply with the application
PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS> requirements of ASTM C 926-12A.
BE SECURED To BUILDING NOTE:
FRAMING MEMBERS. P=F15R s 6 QP" IF ZIP SHEATHINGS SYSTEM 15 Installation of exterior lathing and framing
1 M TYPE CONTROL JOINT THEY SHALL BE TIED INSTALLED, PLEASE SEE shall comply with ASTM C 1063-12A.
BETWEEN 54PPORTS MANUFACTURERS
WITH 00419-IN. (1.2I-MM) STUCCO 5' LAP w LATH
WIRE AT INTERVALS NOT y 31, LAP ° PARR INSTALLATION PROCEDURES
MORE THAN 5' (229-MM).
AS PER ASTM Clii
OI. FOLD INWARP 1 PT. A ( 1 I. FOLD INWARD a Pf. A '1•$•1• ,� I I I 1 1�1 T i� A T 10N IDT A I L
® 7. CREASE 1 PT. B 4 K I C K O U T NOTE:
LLD FOR REPAIR OF TEARS
® IN WRB LAYERS, GEARS HORIZONTAL LATH
DETAIL MAY BE PAtCHED & PAPER DETAIL
W/HOUSE WPAP TAPE
PER MANUF. SPEC. OR
LLD PEEL t STICK
1 48-
'1/16' ZIP SHEATHING
SYSTEM (INSTALLED PER
MANUF. SPECS.) OR
j J 1. FOLD INWARD L FOLD INWARD a PT. A i WOOD LAYER
OR CMU Pt. A
2. CREASE 1 Pt. 13 !%
2. CREASE 1 Pt. C ,
3. CREASE 1 Pr. C- STUCCO WRAP (FRAME ONLY)
3. CREASE . PT. C
4. FOLD PT. G OvHR Pr.
C TILL PT. C TOUCHES j
EottoMLA ® 1"" 8" TRICK, 3 COAT CEMENT
® k PLASTER (FRAME), 1/2" 2 COAT
I i CEMENT PLASTER (CMU) LEGEND
M�`METAL LATH (FRAME ONLY)
® LAP WRB TAPE OVER DRA1�j,��E I�LAN (UJR5
1tt,MOTTOM ROOF/WALL SCREED L1'R #1, STUCCO I.UR),�i��
law
NPLAWBE WATEROTE:
eE.>L. FOLD,
22
IF ZIP SHEATHING SYSTEM I5cur
INSTALLED, PLEASE SEE III, THICK 3 COAT CEMENT $"X$" "L" TYPE CONTINUOUS WR5 L A%rE R *12 (FOIRT IF I E5R — — — — — —
PLASTEREv-IE), iR' z coAt � z AMETAL FLASHING 5� I L D I NCB I AFE R�
MANUFACTURERS CEMENT PLASTSTER(CMU) `` z (NAIL
TO ROOF DECK, NOT
INSTALLATION PROCEDURES WRB LAYER 02, FOW F15ER
BUILDING PAPER (FRAME ONLY) WALL SHEATHING)
wRa LAYER w, GAP SHINGLE - DO NOT NAIL,
1`IETAL L; T` 4 X X X X
Stucco wRAp(FRa1E ONLY) INSTALL WITH ROOF CEMENT
• LAP LAYERS OP CUILDING WRAP
OVER NAILI FLANGE. STOP j
04WBLEB I Yi' O
AlIll
STUCCO'
r' FRAME OR CM EN
" . EXTERIOR
ROCPNIAI fiCREED ROOF CEMENT
sxSWALLLAN-4Mi m ROOF PER ELEVATIONS WOOFD 5�4EATd41NC �� //
"=Q o �� OR 1/1(0" ZIP SHEATHING 5Y5TEM
ul- nlL)/3TL4B IN4(8� ! NN5TALLED PER MANU7=. SPECS.)
� NOTE:
5ELF—A1D�451V FLA!54NG�
IF ZIP &4EATHING SYSTEM IS NOTE:
INSTALLED, PLEASE SEE
\ MANUFACTURERS 1" IETAL LATd4: LATE TO 5E f'r=R SECTION
FELT UNDERLAYMENT INSTALLATION PROGEDURES
WATER tk:44T SEAL (ISI OR
NOTE: INSTALL KICKOUT SOLDER DO NOT Our 1z103.7.1 / A57-1 C-8-41-09/ 111N, 2.J' L85.
SFiRJGL fNG (�"�p� FLA& ING AT ISEMOM OF ROOF 4
WALL INTERSECTIONS DRIP EDGE: OVERLAP 9' FEFP� SCE. N"rAFRD (UTILITY CR N01"I'INAL
EXTEND 1/2'6ELOW
SHEATHING, MECHANICALLY FASCIA WRAP l_ ,4 T" 4 1D O E 5 N C T 1* I E E T SF E C I� I C A T ION S
FASTEN 4'01 MAX " L" FLASHING
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
KMN
W
W
U
W
0
y
4
F
ti
3 tME111 V. ae LOT:
CREEKSIDE
LOT 50
PROJZCT#
04321.000 050R1
M0DRLa
4EBB
"1828-CALI"
GARAGE e1111111► WO:
LEFT
PA4IC:
WALL
ASSEMBLY
DETAILS
160 MPH EXP C
ARCHITECT:
STATE OF FLORIDA
'" M `
DATR: 06/01/18
OCALM 1/4"=1'-0"
WAl
NOTE:
IF ZIP SHEATHING SYSTEM 15
STALLED, PLEASE SEE
r-tkNUFACTURERS
INS LLATION PROCEDURES
BACKER ROD
WRB LAYER #I,
STUCCO WRAP
X
i
DRYER VENrT
WOOD
CONSTUCTION
INSTALL b" SELF -ADHERING
MEMBRANE FLASHING: OVER
TOP, SIDE(S) AND BOTTOM
FLANGES OFNON-MOVABLE
FRAME OF THE EXHAUST.
VENT CAP IS t0 15 SE?IN BED
OF SEALANT At TOP D
SIDES ONLY. SEAL IS TO BE
COOLED AS t DEFLECT
WATE WA F M JOINTS.
E- AROUND
TaAR L SEALANT ALL
OI INTERSECTIONS
�A�I?L EALANt At PERIMETER OF
N -OVABLE FRAME AND STUCCO
NA4LLVSIDES," CAULKING: ® JOINT
AROUND
PER SECTION R703.7
Exterior lathing and plastering
Exterior use of portland cement plaster
shall comply with the application
\sh
irements of ASTM C 926-12A.
llation of exterior lathing and framing
comply with ASTM C 1063-12A.
HOODED V5
t
THICK, 3 COAT EI
PLASTER
METAL LATH
WRB LAYER "2, FORT
BUILDING: PAPER
WOOD SHEATHING
(FRAME)
WRB LAYER el,
STUCCO WRAP
WRB LAYER 02,
BUILDING: PAPI
mio '
�41,40
6" WIPE STRIP SELF
ADHESIVE FLASHING:, GLEAN
MASONRY BEFORE APPLYING
Z FLASHING:
STONE vSNEER
OVER sclftTC44 COAT
ORIZONTAL WEEP SC1-Z
W/STONE VENEER
(FRAME TO BLOCK)
LEGENL)
DRAINAGE PLANE (WR5
LAYER #1, 5TUGGO WRAP)
WR5 LATER #2 0=0RTF-15ER - - - - -
5UILDING PAPER)
I" IETAL LATH x—x—x—x
5TU000
WOOD 5H;=ATHING E
OR 1116" ZIP SHEATHINGS SYSTEM
( INSTALLED PER MANUF. SPECS.)
51=L1=-ADHE5IVE PLA5HING — — — — —
NOTE:
1" 11=TAL LATH: LATH TO 5E PER 5ECTION
Rrt03.rt.1 / A5T1l G-541-09, MIN. 2.5 L55.
PER SQ. YARD (UTILITY OR NOMNAL
LATH DOES NOT 1" IEET SPEGIPICATIONS)
STUCCO
FINISH
(o" SELF ADHESIVE
OVER TOP E SIDES
SELF
FLASHING
UNIT
PREMANUR DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT �+
TOP E SIDES
6B DRYER VENT (,BLOCK
BUILDING PAPER
OVER "QUICK
FLASH"
PIPE THROUGH
WALL
I
b" SELF ADHESIVE —
FLASHING (INSTALL
PER MANUF. SPECS.)
BUILDING PAPER
UNDER 'QUICK FLASH"
JJOOD CONSTRucTI
7/16' ZIP SHEAt111Nc. SY EM
(INSTALLED PER MAN . SPECS.) OR
WOOD SH1=-ATI-41 G
:R n, FORTIF15ER
PAPER
1-HICK, 3 COAT CEMENT
ASTER
TO Yell MID_UJALL
SELF\ADHESIVE
PLASHIN
WOOD FRA D
WALL
7A H/(FORAMEL
TAWEEP SCRL 1
TO FRAME)
NOTE:
IF ZIP SHEATHING SYSTEM 15 INSTALLED,
PLI=ASE SEE MANUFACTURERS
INSTALLATION PROCEDURES
NOTE:
IF ZIP SHEATHING SYSTEM 18
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
A VENT PENETRATION
SCALE: N.T.S.
ELEC. METEF
VERIFY LO
/AM=H V MMLC =IYM
STUCCO SCRATCH COAT
I COAT OF PAINT W/5ACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
C. METER FIELD
:IFY LOCATION
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
I5OCYANOTE-POLY5LEND FOAM
^t CM-N " '�R SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
7,0 SCRATCH
COAT LARGER THAN TIHE ELEC.
METER CAN OR METER CAN
COM50 OR METER CAN AND
DISCONNECT
ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER *l,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEWRAP
BELOW
CUT SUCH THA
NO MEMBRANE
ENTERS BOX,
APPLY TO FAc
EPIGE
APPLY E-Z BEAD —
OVER 60 MIN
GRADE "D"
FELT -PROVIDE:
SEALANT AT ALL
JOINTS AND
INTERSECTIONS
1116" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.) OR
WOOD SHEATHING:
LAYER M,
STUCCO WRAP
WRB LAYER 02, FORTIFIBER
BUILDING: PAPER
METAL LATH
WOOD
CONSTRUCTION
1/8" TI=XTURED
FINISH 0 WOOD
^; ;I FASTEN TO WOOD STRUCTURAL
MEMBER ® I" O.G. MAX
s' CMU
;
Yo' TO )j' MID -WALL
WEEP SCREED
2 L
�a
6' WIDE STRIP SELF
AD1-4ESIVE FLASHING:, CLEAN
MASONRY BEFORE APPLYING
V FINISH MASONRY
B HORIZONTAL WEEP SCREED
(FRAME TO BLOCK)
5TEF 1
5T F #
•o•o•o•0
e .o.o.o 0
.o o.
o• •o
•o o•
o. .e
•o o•
o• •o
.o o•
o. .o
.o e.
•o•o•o•o
NOTE:
IF ZIP SHEATHING SYSTEM 15
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
WRB LAYER *I,
STUCCO WRAP
CUT "X" INTO
SELF -ADHERING
MEMBRANE FLASHING
APPLY SELF -ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRB LAYER
*1
APPLY 60 MIN -
GRADE "D' FELT
OVER
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP
5Tf' #2
WRB LAYER *I,
STUCCO WRAP
SELF -ADHERING:
MEMBRANE FLASHING:
WRB LAYER *2, FORTIFIBER
BUILDINGS PAPER
5T F
ELASTOMERIC
COATING OVER
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
STEP #�5 STEP #�o
OELECTRICAL RECEPTACLE
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
W
y
U
W
ti.
0
0.
U
w
a
r4
Q
x
stmDly. ae LOOT:
CREEKSIDE
LOT 50
PROJECT#
04321.000/050R1
MODELA
4EBB
"1828-CALI"
GARAGE ®'111MG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
%J60 MPH EXP C
aA��., 06/01/18
®CALM 1/4"=1'-0"
9IMET
WOOD SHEATHING
WOOD
CONSTRUCTION
s/4' HAT CHANNEL
W/s/e" TYPE "X' DRYWALL
WOOD SHEATHING
WRB LAYER "M,
STUCCO WRAP
' THICK, 3 COAT CEMENT
PLASTER
WRB LAYER "I,
STUCCO WRAP
AMIGO AM66-WFWC-180
CUSTOM CASINGS BEAD
NO OAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
CASING BEAD
DTL. Cal CANT.
I O
SCALE, 1 I/2"=I'-0"
WRB LAYER +M,
STUCCO WRAP
WRB LAYER 02, FORTIFIBER
BUILDINGs PAPER
$" THICK, 3 COAT CEMENT
PLASTER
6' SAP. a TOP OF WEEP SCREED
t0 SHEATHIWS BEHIND WEEP SCREED
4" POSITIVE DRAIN
WEEP SCROD
— W SELF-ADHEFEING
FLASHING WRAPPED
Q TOP OF WEEP SCREED
t0 SHEATHING BELOW
WRB LAYER "I,
Stucco wRAP
i-- WRB LAYER "2, FORtI-iE
BUILDING PAPER
I
W SELF-ADHEREINGs
FLASHING WRAPPED
a CORNER OF CANTILEVER
4" POSITIVE DRAIN
WEEP SCREED
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
NOTE:
i IETAL LAT�4: LrATI4 TO 5E FER SECTION
R103.1,1 / ,A57%1 C-a4l=O9, 1"IIN. 2-F�) L55-
FER SCQ. YARD (UTILITI' OfR NO IINAL
LATI4 DOES NOT 1�-IEET 5FCIFIC;ATION5)
OTE : WOOD CONSTRUCTION
IF SHEAT ING SY T IS
INST EEF" EEASEE E
MANUFA RS WEATHER RESISTI
INSTALLArl PROCED RE S BARRIER "I
HAT 3/4 CHANNEL SILIENT E R rER STIVE
5/8' TYPE "X"
W/TEXTURED 4
FINISH
" THICK, 3 Gg
PLASTER 7-E
01DRIP EDGE
10 INSTALLATION
NOTE.
IF ZIP SHEATHING SS EM IS
INSTALLI=D, PLEAS S E
MANUFACTU RS
INSTALLATION PRO E URES
5/8" TYPE 'X" DRYWALL
W/TEXTURED 4 PAINTED
FINISH
" THICK, 3 COAT CEMENT
PLASTER
VINYL CORNER BEAD
VINYL CASING BEAD
JeTHICK, 3 COAT CEMENT
PLASTER
METAL LATH J [�
OR iO6D' YIPH6 AtFfI.Y�§Y6TEhf
nxloZEADER erecs�
(2) 2x2x
SEPARATE
)N of
ONLY)
WOOD CONSTRUCITON
WEATHER RESISTIVE
BARRIER "I
WEATHER RESISTIVE
BARRIER "'2
' THICK, 3 COAT CEMENT
PLASTER
METAL gLA�TpH� ��(s
NI�Iy�`g7T112' �Zlip��SH�Egi1�'(I`(-I% sYBTEM
{ 4EADER✓BEAMANUP. 5?=EC5.)
VINYL CORP. 4'
POSITIVE DRAIN
WEEP SCREED
NO GrtAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
I=XT. WOOD FRAMED
WALL
1 %-FLOOR DECKING
WEATHER SISITIVE
BA ER "1
WEATHER RESI IVE
BARRIE "2
' THICK, 3 COAT CEME �� v RIES
PLASTER
METAL LATH
WOOD SHEATHING
44POSITI���IN 1
WEEP SCREED
IN FIELD
(SHOWN F [CATION OF
SEPARATE AC ORIES ONLY)
N
ANTI]LEVER
EDGE
EXTERIOR GRAPE
PRY WALL
° THICK, 3 COAT CEME
PLASTER
VINYL CORNER BEAD
DRIP
DRAINAGE FLANE (WRIB
LAYER #1, STUCCO LJRAF)
LJRB LA%T'ER *2 (F0RTIF=IPER—
BUILDING F4FER)
1"fETAL LAT+4 x x x x
5TUCC0
LJOOD 5HEATHI INCH
OR 7/Iro" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
5ELF= ADHESIVE 1-LASHING — — — — —
JI- II JLl �
FINISH LAYER (2 LAYER
EEL < STICK)�
6' EL 4
Sri DRIP
ED TO
DECK
I Y"XI s/4" P.t.XIN
WOOD CrREX
CONTINUOUS
WATER PROOLAYER (2 LASTICK) WRAPBALCONY DCANTILEVER
fc" PEEL 4 STICK
DRIP EDGE TO PECK-1
I N XI 3YW P.T. OR
WOOD (TREX) FIL
CONTINUOUS —
Y4" GAP FOR AC
ROD 4 SEA NT
FINISH L E
PEEL 4 T )
3/4 RESILI —
HAT
5/8, TYPE "X" DIIWALL
WlCEXTURED 4 I INTED
FINISH
" THICK, 3 AT CEMENT
PLASTER
3' X 3" 26 CsA. CxA
METAL DRIP ED
SET IN FULL BE OF
SEALANT, Ys'
SPACE I- DRIP J
EACE TOT X
BACKER
i� a
SEALANT
Y4" OAP FOR BACKER
ROD 4 SEALANT
CASINCs BEAR
rFOR
REESISTIVEE
VINYL CASING BEAD
R •I
R RESISTIVE
WATER PROOFINCs lst-
R "2
LAYER (2 LAYER PEE
4 STICK)
DECK MEMBRANE,
EXTEND OVER DRIP
EDGE
3" X 3' 26 GA. GALV.
METAL DRIP EDG;=
E
SET IN FULL BED OF
SEALANT, Y2" MIN.
SPACE FROM DRIP
FACE TO TREX
VINYL CASING BEAD
ATER PROOFING 1st
L YER l2 LAYER PEEL 4
St K) WRAPPED FROM
EBA -CrONY DECK TO
CANT EVER
FAJ'
THIC , 3 COAT CEMENT
METAL LAS
WOOD SHEo
WEATHER F
BARRIER M
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP
EDGE INSTALLATION
2x FRAMING MEMBER
8° TRICK, 3 COAT CEMEN
/ PLASTER
2 1/2 CORNER BEAD
FAST ED TO EATHINCx
o-.x-*-x
Iu
'I `, . LAYER "I,
STUCCO WRAP
X:
WOOD SHEATHING
xea TAL LATH
- WRB LA *2, FORTIFIBER
BUILDING P R
CORNER BEAD @) FR E
ialIIIImom I ] a I�
CORNER BEAD
(FASTENER 4 SPACING I" O-G.)
THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONR*,r
@) B DLO C IK
WOOD SHEATHING
LAYER #I,
STU O WRAP
WRB LA "2, FORTIFIBER
BUILDINGz PER\
METAL LATH
8" THICK, 3 GOAT C ENT
PLASTER
(.o°SELF-AC) EKING
FLASI IING
WINDOW FLANGE
.,—COLUMN SHEATHINCs
,WEATHER RESISTIVE
BARRIER "1
'N.
WEATHER RESISTIVE
BARRIER °2
6' SAP.
PEEL 4 S i \CK
I Ya'x3" "L" FLASHING
FULLY EMBEDDED
IN ROOF CEMENT
1 V X 3" 26 CAA. GA
METAL DRIP EDG
SET IN FULL BE
SEALANT, A" MI .
SPACE FROM
FACE TO TRIIX AATER RESISTIVE
I VxI k'i' P.T.
GAPPO SEALANT
R ROD. -
7D:ELIENT
0
ARRIER M
WEATHER RESISTIVE
000
BARRIER 02
EXTERIOR COLUMN
COLUMN SHEATHING
6" SAP.
1 X2"x3' 'L' FLASHING
FULLY EMBEDDED IN
ROOF CEMENT
1,19 X 3' 26 GA. GALV.
-
-- METAL DRIP EDGE
SET IN FULL BED OF
SEALANT, )�" MIN.
SPACE FROM DRIP
FACE TO TREX
VINYL CASING BEAD
WATER PROOFING Ist
LAYER (2 LAYER PEEL 4
STICK) WRAPPED FROM
BALCONY DECK t0
CANTILEVER
Y" THICK, 3 COAT CEMENT
ASTER
5/8" YPE 'X' DRYWALL ME L LATH
W XTURED 4 PAINTED WOO SHEATHING
F ISH
" THICK, 3 COAT CEMENT - OSI IN
PLASTER WEEP ED
O A INFI
VINYL CORNER BEAD (SHOWN FOR CLA FICATION OF
VINYL CASING BEAD SEPARATE AGGES)RIES ONLY
BALCONY DRIP
11C EDGE INSTALLATION 0 COLU N
( W/" L" FLASHING 1
SCALE, NTS
WRB
$TUC
L E FORTIFI
UIL Ca APER��
ET LATH
�" HICK, 3 COAT GEME
LASTER —�
(o "5ELP-ADHERING
PLA51-41NCx G
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDUF&e
WOOD SPEAtI-IINCx
AVER
S
R 02, FORTIFIBER
PAPER
H
P/A'
GOAT CEMENT
o;
i °
- G °
° f
°
DRIP CAP �.-
WINDOW 1=LANGE
1 CASING BEAD @) WINDOW
FRAME. NO BAND)
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
w
CIO
W
U
w
0.
A
F
A
2
-m
mow
evHa=v. CREEKSIDE
LOT 50
TPROd&C
04321.000 050R1
MOD&LaaeT
4EBB
"1828—CALI"
GARAGE SInNG:
LEFT
PAG&:
WALL
ASSEMBLY
DETAILS
160 MPH EXP C
ARCHITECT.
STATE OF FLORIDA
ROLAND A.
AR N
DAT3c: 06/01/18
®CALM 1/4"=1'-0"
aH&&T
L
i'
WOODS SHEATHING
WRB LAY *I,
STUCCO WR
WR5 LAYER *2, F IFIBE
BUILDING PAPER
METAL LATH
" THICK, 3 COAT CEMI=NT
PLASTER
6 "SELF-ADH;=RING—
FLASHING
VINYL ANGLED /
CASING BEAD
DRIP CAP
WINDOW FLANGE
01,
NOTE:
IF ZIP SHEATHING 5Y5TEM IS
INSTALLI=D, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
WOOD SHEATH
WRB LAYER
en
STUCCO W P
WRB L ER *2, FORTIFIBER
BUIL G PAPER
I�E AL LATH
✓s✓" THICK, 3 COAT CEMENT
PLASTER
-----------
y4 nAR TYP" THICK, 3 COAT C NT
r-ASING BEAD PLASTER
TO TRIM METAL LATH ; SEALANT
IX TRIM MBER � ;
� STUCCO ;
SIDING TRAM ION I LINCs PAPER RTIFIBER f
SID ING —
OD SHEATHING
,irua+n innym +u +nnnia p+i+y+ WINDOW FRAM
------------
I
WRB LAYER *I, WRB LAYER *I,
STUCCO WRAP O STUCCO WRAP
I
CASING BEAD
I
ro SEL DHEREING
FLASHING PEEL d STICK
I
SIDING TO S TUC O
I
CASING BEAD
I
(CROSS SECTION)
2X FRAMING
1\ MEMBER
9
R '
i f
f
f
,f
f
f �J
f
1
WINDOW FLANGE
CASING BEAD (4) WINDOW
5 C ( FRAME, W/B AND )
SHEATHING
METAL LAT
WRB LAYER *1,
STUCCO WRAP
WRB LAYER 02, FORTIFIBE
BUILDING PAPER
$" THICK, 3 COAT CEMENT
PLASTER
VINYL ANGLED
CASING BEAD
VINYL CASING BEAD
'CURB LAYER *2, FORT
BUILDING PAPER
METAL LATH
" THICK, 3 COAT CEh
PLA5TEFR
6 "SELF -ADHERING
FLASHING
NOTE:
IF ZIP SHEATHING SYSTEM 15
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
WOOD CONSTTION
EIEYOND
WOOD SHEATHING —
WEATHER RESISTIVE
BARRIER '1
THEIR RESISTIVE —
9A ER ►2
X 7 'LAP SIDING
/6' RE L
6' SELF -AD ING —
PLASHING
STARTER STRIP
DLO NOT CAULK
GALV'D METAL
Z' FLASHING
I Y' X 6' SIMULATED—
WUOD TRIM MEMBER
/
SIDING TO STUCCO
® BLOCK TO FRAME
TRANSITION
MJ,
<USJSA
INGsER RESISTIVE
IER M
ER RESISTIVE
ER 02
F-ADHERING
FLASHING
GALVD METAL
"Z' FLASHING
DO NOT CAULK OR
SEAL OPENING
>DS11 TRM MEMBER
L GAP W/GAULKING
APPROVED SEALANT
NOTE:
METAL LATH: LATH TO BE PER SECTION
R-103.7.1 / ASTM C-84-7-09, MIN. 2.5 LBS.
WOOD 5 AT C PER 50. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPEC I;-- ICAT IONS)
� � #
woo CONSTRUCTION
BET
6' SELF- HERING
CO l,Uj�,�P
WOOD SW THING
WEATHER sTIVE
PLASH(
I -
ip
BARRIER "I
HER RESISTIVE
i
\ RRIER M TO LAP
'
/ / \ 'MIN. ABOVE TOP
BAATHER RRERSISTI
/ OF Z FLASHING
I I Ip �$2
x W i \ � � O � I I �
X i Y' LAP SIDING
j6 ii L
/ L
,
,
/ 14
8l� 11= D f fi�'r4 P R
�\ BARRIER WEATHER �SISTIYE
6 SELF -ADHERING
FLASHING
Z WEATHER
t
/
EARRI7 RESISTIVE
\� \� /
ME I AL L A �
STARTER STRIP
;,00GALV'D
METAL
DO NOT CAULK OR I
I Z FLASHING
SII T CIG, 3 COAT CE1"'fENT
SEAL OPENING
\
DO NOT CAULK OR
- SEAL OMNIKG
(EXPLODED
// �
VIEW FOR5TEfR
GALV'D METAL
"Z' FLASHING
WEATHER RESISTIVE
BARRIER M TO LAP
CLARITY)
I Y4' X 6' SIMULATED
6' MIN. ABOVE TOP
Z FLASHING
WOOD TRIM MEMBER
E-Z BEAD VINYL CASING
I Ya X 6' SIMULATED
ALft' FLEXIBLE 10
/ WOOD TRIM MEMBER
BACKER ROD)
\ / I "SELF -ADHERING
W SELF -ADHERING
I + I I SDNG
CASING BEAD RAISED
17
A BAND (FRAME)
SCALD: i 1/2"=1'-0"
FLASHING \
74' 7HIQK 3 GOATSEAL
MENT PLASTER \ OR A P CEVED SEA
WEATHER RESISTIVE � WEATHER SISTIVE
BARRIER M BARRIER M
WEATHER RESIST -
BARRER 02 (W/W" FLEXIBLE f
BACKER ROD)
SIDING TO STUCCO WEATHER RESISTIVE
(6)FRAME TO FRAME BARIER 02
TRANSITION
SEALANT
WINDOW FRAME
FLANGE
2X FRAMING
MEMBER
BUILDING
WRAP
s" THICK, 3 COAT CEMENT
PLASTER
METAL LATH
a . a�¢ • m
,q
E-Z BEAD VINYL CAI
(W/3/e" FLEXIBLE PVC
I
I
I
I
I
I
I
I
I
WRB LAY ", 2FORTIFIBER 1
i
BUILDIN PAPER
ROD)
WRB LAYER *I, CDCO WRAP,
WRAPPED AR NFRAMING
MEMBER
Ga" L A HESIVE FLASHING
EATH ING
ET ELOW EXPLODED
O R CLARITY
_1__ ---------------------------------------------
-------- �r -- ---
Ne
Tl P
r% 5EAD
WINDOW
----------------------------------
-" THICK, 3 COAT CEMENT
PLASTER
- METAL LATH
WRB LAYER *2, FORTIFIBER
ULDING PAPER
WtSpD SHEATHING
WRB LAYER *I,
STUCCO WRAP
6" WIDE PEEL E STIC
OVER FLANGE
E-Z BEAD VINYL CASING
(W/%" FLEXIBLE PVC BAC
*APPLY FULL BED OF SEALANT B
FLANGE E BUILDING WRAP
LEGEND
DRAINAGE PLANE (WRB
LAYER *I, STUCCO WRAP)
WRB LAYER *2 (EORTIFIBER — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
WOOD 5I41H=A-4 LING
OR 7/16' ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SP�,GS.)
SELF-ADHESIVE FLA54NG — — —
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
90
m
U
w
0
F
0.
U
w
a
F
A
h
9tmDIV. de LOT:
CREEKSIDE
LOT 50
PROJECT#
04321.000 050R1
MODMIA
4EBB
"1828-CALI"
GARAGE 9 VrJXG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP C
ARCHITECT:
STATE OF FLORIDA
0
AR NO 93723
aPENT
A06/01/18
SCALE: 1/4"=1'-0"
CUT HOUSEWRAP-
AT 4W ANGLE
MOpIFIEp "I' CUT
N HOUSEWRAP
LINE OF WINDOW-
OPENNG
APPROVED HOUSEWRAP
OVER SHEATHMG OVER
WP STUD WALL
STEP 1
"TALL 6'
SELF -ADHERING
FLASHING OVER
NAILING FLANGE AT
EXTEND FLASHING MIN
I' 19ELOW SILL
FLBXIBLE FLASHING
DO NOT SEAL BOTTOM
FIN
STEP 6
NOTE
IF ZIP 5�4A7�4 (N &*�ST � 15 lNeTALLED,
FL AB e �IANL FFAC e INeTALLAT ION
O E)I� Ee
APPLY
j
LASHING
ER JOINT
IT 18 THE CONTACTORS RESPONSIBILTY TO VERIFY
THl= COMPATIBILITY OF ALL PRODUCTS INCLUDING
HOUSEUPAP, WALANTS 4 SELF -ADHERING
FLASHING MATERIALS USED DURING CONSTRUCTION.
INSTALL ALL MATERIALS PER MANUFACTURERS
WRITTEN SPECIFICATIONS
WNING; SEALANTS MAY REACT ADVERSELY IF NOT
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
W
ti
W
U
O
F
V
W
A
F
A
F
avenrv. a LOT:
CREEKSIDE
LOT 50
PROJECT#
04321.000 050R1
MODEU
4EBB
"1828-CALI"
GARAGE BVMG:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
160 MPH EXP C
DA 06/01/18
aCALM 1/4$$=f-0"
aIMET
z
2x6 SUB -BAND
W/I "x4" NOTCH 0)
END, WRAPPED
PEEL 4 STICK
DRIP EDGE
7/5" TEXTURED
FINISH 's WOOD
1/2" TEXTURED
FINISH Is CMU
Z
I�
I�
I�
I �
1 �
METAL FASCIA
WRAP Ya" FROM
STUCCO, I" FROM >>
WOOD WALL
EXTERIOR WALL
(FRAME OR CMU)
NOTE: NOTCH FOR 2X6
SUB BAND ONLY
METAL FA
2X6 SU5 E
01
ROOF KICK OUT REMOVED
FOR CLARITY
_ ROOF DECK (BEYOND)
,\ DRIP EDGE, I" OFF WALL
(NOT INTO STUCCO)
�-1/S" TEXTURED FINISH a
WOOD, 1/2' TEXTURED
FINISH ow CMU
2x6 SU - AN W/1"x4" NOTCH 6)
5 5 D
END, WRAPPED IN PEEL < STICK
METAL FASCIA WRAP 1" OFF
WOOD WALL- SU5 BAND 2"
OFF WOOD WALL
7/8' TEXTURED
FINISH a U)OOD,
1/2" TEXTURED
FINISH ® CMU
METAL LATH
UJOOD SHEATHINC-i
OR CMU
UJR5 LAYER 01,
STUCCO UJRAP (FRAME ONLY)
UJR5 LAYER 02, FORTIP15E:R
5UILDING PAPER
(FRAME ONLY)
ROONNG CEMENT
DRIP EDGE
METAL KICK OUT
NOTE :
IF ZIP SHEATHING SYSTEM IS INSTALLED,
PLEASE SEE MANUFACTURERS INSTALLATION
PROCEDURES
PRE-ENG'D TRUSS TO BE CUT 6
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2'x4"X4' -0'
SCABBED TO TRUSS
W/12d NAILS 6"-8"
O.G. MAX.
2x SUB -BAND W/IY"x4"
NOTCH 6 END
METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
SUB BAND DETAIL @ WALL
SUB BAND DETAIL 9 WALL
W./KICK-OUT-
FRAME OR CMU
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY, FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4" ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
W/V2"x4' NOTCH 6
END, WRAPPED IN
PEEL 4 STICK
*ROOF CEMENT
ROOF EDGE
OMITTED FOR
CLARITY
FRAME OR CMU
WALL KICK -OUT FLASHING
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY, FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4" ABOVE BOTTOM OF
DRIP EDGE
2x 5U5-5AND
W/UZ"x4" NOTCH e
END, WRAPPED IN
PEEL E STICK
*ROOF CEMENT w
ROOF EDGE
OMITTED FOR
CLARITY
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
W
y
U
w
0
w
q
F
A
8v8Div. to IAT:
CREEKSIDE
LOT 50
PROJECT#
04321.000 050R1
MODRLe
4EBB
"1828-CALI"
GARAGE 8IMMS:
LEFT
PAGE:
WALL
ASSEMBLY
DETAILS:
SUB -BAND
160 MPH EXP C
ARCHITECT -
STATE OF FLORIDA
i7
NO 93723
DATE: 06/01/18
MICALR: 1 /4"=1' — 0"
311EET