HomeMy WebLinkAboutBUILDING PLAN• 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 BUILDER
THE BUILDER ASSUMES ALL
THE CONTRACT DOCUMENTS.
BLVD.
IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN
THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER
DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT
BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS
FOR THE BUILDER TO SUBMIT A WRITTEN R.F.T. (REQUEST FOR
INFORMATION) TO THE ARCHITECT OR ENGINEER FOR
DESIGN GROUP WILL RESPOND TO ALL WRITTEN BFI's IN
PTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN
UP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF
STRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN
ERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION
ED ON THE DRAWING SET.
1430
CULVER
DRIVE NE,
PALM
BAY,
FL
32907
Tel:
(321) 733-7092
Fax:
(321)
733-7972
DESIGN
CRITERIA:
ABBREVIATIONS
-FLORIDA BUILDING CODE RESIDENTIAL
ABV.
ABOVE
LAV.
LAVATORY
(FBCR) 2017, 6th EDITION
A/C
ADZ CONDITIONING
LUX.
LUMINOUS
ADJ.
ADJUSTABLE
X.C.
MEDICINE CABINET
- FLORIDA FIRE PREVENTION CODE 6TH EDITION
ALT.
ALTERNATE
M.
MANUFACTURER
- NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION
AMP.
AMPERAGE
MIN.
MINIMUM
-ALL LOCAL AND STATE CODES
BD.
BOARD
rm.
MOUNTED
CL
CENTER LINE
MTL.
METAL
• OCCUPANCY —
RESIDENTIAL, GROUP R3
CAB.
CABINET
N.T.S.
NOT TO SCALE
•CONSTRUCTION TYPE —
VB
CLG•
CEILING
O.C.
ON CENTER
• MIN. INTERIOR FINISH —
CLASS B
CLR.
CONC.
CLEAR
CONCRETE
PL
P.B.
PROPERTY LINE
PUSH BUTTON
• BASIC WIND SPEED —
Vult=160 MPH
CPT.
CARPET
PH.
PHONE
Vasd-124 MPH
C.T.
CERAMIC TILE
PLT.
PLATE
• EXPOSURE —
D
D.
DRYER
PLYWD.
PLYWOOD
DBL
DOUBLE
PR.
PAIR
• 1—STORY RESIDENCE —
D.G.
D� LAZED
PTERR.T.
PRESSURE TREATED
• 2—STORY RESIDENCE —
MAX. HEIGHT AS PER LOCAL
A
DIM.
DIMENSION
RAD.
RADIUS
AND STATE CODES
DISP.
DISPOSAL
R.A.G.
RETURN AIR GRILL
DP.
DEEP
REF.
REFRIGERATOR
DR.
DOOR
RM.
ROOM
D.S.
DOWNSPOUT
R.O.
ROUGH OPENING
DTL
DETAIL
S.D.
SMOKE DETECTOR
D.W.
DISHWASHER
S.H.
SINGLE HUNG
a
ELEVA.
EQ.
EACH
ELEVATION
EQUAL
SE.
SRTHG.
SM.
SHEET
SHEATHING
SQ.FT. CALC. S
Mi.
EXHAUST
Sa
SHOWER
samm
M.
EXTERIOR
SL.
SLIDING
LIVING
1828 SQ. FT.
F.G./FX .
FDMD GLASS
SL. GL.
SLIDING GLASS
GARAGE:
430 SQ. 1=T.
F.G.
FUEL GAS
sm
STANDARD
ENTRY
16 SQ. 1=T.
FIN.
FINISH
SWS
SHEAR WALL
LANAI
88 SQ. i=T.
FLUOR.
R
FLUORESCENT
SC
SECTION
SOLID CORE
FR. DR.
FRENCH DOOR
TEMP.
TEMPERED GLASS
TOTAL
23�a2 SQ. T.
�•
FOOTING
M.
THICK
GA.
GAUGE
T.O.C.
TOP OF CURB
GAR.
GARAGE
T.O.P.
TOP OF PLATE
A/C VOLUME:
Irom8ro.5
GAR. DISP.
GARBAGE DISPOSAL
T.O.S.
TOP OF SLAB
G.F.I.
GROUND -FAULT CIRCUIT
TYP-
TYPICAL
INTERRUPTER
U.N.O.
UNLESS NOTED
GL.
GLASS
OTHERWISE
GYP. BD.
GYPSUM BOARD
V.P.
VAPOR PROOF
H.B.
HOSE BIB
W.
WASHER
H.C.
HOLLOW CORE
W/
WITH
HDR.
HEADER
WD.
WOOD
HGT. OR HT
HEIGHT
WOW.
WINDOW
INSUL.
INSULATION
W/H
WATER HEATER
INT.
INTERIOR
W.I.
WROUGHT IRON
REVISIONS
INDEX OF DRAWINGS
REV.
DATE
DESCRIPTION
SHEET # DESCRIPTION
--
02 19 18
BID SET ISSUED
PG CI —COVER PAGE
PG GN—GENERAL NOTES
PG 1 —FOUNDATION PLAN ALL MANUFACTURES LABLES SHOWING
PG IA —DOWEL PLAN U FACTORS AND SHGC COMPLIANCE
PG 113—LINTEL SCHEDULE (CAST—CRETE) WITH FBC ENERGY CODE MUST
PG 113.2—SAFE LOAD TABLES REMAIN ON ALL DOORS AND WINDOWS
PG 2 —FLOOR PLAN U"L INSPECTIONS ARE APPROVED
PG 3C-ELEVATIONS "C"
PG 4C-FRAMING PLAN ELEVATION "C" THESE PLANS AND ALL PROPOSED WORK
PG 4.2—CONNECTOR SCHEDULE ARE SUBJECT TO ANY CORRECTIONS
PG 5-ELECTRICAL PLAN REQUIRED BYFIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
PG 6—HVAC PLAN COMPLY WITH ALL APPLICABLE CODES.
PG D1-FOUNDATION DETAILS/SECTIONS
PG D2-1-STORY WALL SECTIONS & NOTES (SHINGLE)
PG D3-2-STORY WALL SECTIONS (SHINGLE)
PG
E
D4-MISC.
DETAILS
PG
D5-PRODUCT
APPROVALS
C00AMFASILNERb0i�+�
hE
PG
WA1-WALL
ASSEMBLY DETAILS
pOF RECOAO
PG
WA2-WALL
ASSEMBLY D
TAILS
PG WA3-WALL ASSEMBLY DETAILS
PG WA4-WALL ASSEMBLY DETAILS
PG WA5-WALL ASSEMBLY DETAILS
PG WA6-WALL ASSEMBLY DETAILS
TERMITE TREATMENT REQUIRED
SCANNED
BY
St Lucie County
IK05 r 6-7 79
;T, LUCIE OU\TY BUILDr;^ I^^=70N
REVILWED FOR L i'CE
REVIEWED B]'
BATE _ /Y
PLA.N5 A ERNIIT MUST BE KEPT ON JOB
Olt NU !Ni PECTION WILL BE JIADE.
d N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abde-signgroup.com
AA #: 0003325
rN
W
W
U
W
Is
F
Q
U
W
a
F
A
114
h
LA
sysaiv. a� LAT:
CREEKSIDE
LOT# 31
PFt0jmCT*
4312.000 031R1
MODEU
4EBB
"1828—CALI"
GAitAGE SMMG:
RIGHT
PAGE
COVER
PAGE
WO MPH EXP. C
ARCHITECT -
STATE OF FLOIRIDA
5/10/18
C1
-File Copy
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
II. ATTICS W/STORAGE
20
III. ATTICS W/OUT STORAGE
10
IV. POOLROOMS
75
V. BALCONIES AND DECKS
40
VI. STAIRS
40
VI I. 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 R301.6 OF THE FBCR 6TH 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 VULT=160 MPH, VASD=124 MPH
II. EXPOSURE CATEGORY C
III. WIND DIRECTIONALITY FACTOR (KD) 0.85
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS ±0.18
V. RISK CATEGORY II
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,
ORTHE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCT'! ETC_ UNLESS SPECIFICALLY DETAILED.
10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER 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 3/8 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 Y -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8-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, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION
OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING
JURWtCTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
12, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/".
4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED/4".
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. CONTRACTOR/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 C90-11b, STANDARD
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500
PSI.
3. OPEN-END BLOCK MAYBE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
VARY BUT IT SHALL NOT BE LESS THAN INCH AND NOT MORE THAN'/ INCH, REFER TO FBCR 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 PSI PEA
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R606.2.11. OF THE FBCR6TH EDITION (2017).
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/CR VERTICAL REINFORCING.
8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE
HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX).
C. 1 ME CIVVI I VCCRCV vvuuu MoouIl Iri l I VIN .
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, UNO.
Fb = 1,100 PSI Fv = 175 PSI E = 1,400,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO, RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. 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 FBCR 6TH EDITION (2017).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING,
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 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'/" 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 ANSUTPI 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.
19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 6TH EDITION (2017).
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL,
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM '/" PVC (SCHEDULE 40), INSULATED 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 P2903OF THE FI3CR 6TH 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 W1.4 AND SUPPLIED 1N FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP EXTERIOR WALL COVERINGS
SIDES AND ENDS A MINIMUM OF 121. 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 SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3"
B. CONCRETE EXPOSED TO EARTH ORWEATHER:
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
D. 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-1063-11A & R703.7OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT
LIMITED TO:
ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS
- "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS
- PIPE PENETRATION DETAILS VENT PENETRATION DETAILS
- WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS
- CASING BEAD DETAILS DRIP EDGE DETAILS
- CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS
WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PER ASTM-Cl 063-11A AND R703.7 OF 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 EXTERIORSOFFIT 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 BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774.4078
www.atftsigttgmup.com
AA #: 0003325 J
F
w
r Cal
0
a
w
q
F
iMVHDiv. to LOT:
CREEKSIDE
LOT# 31
PiiOJZCT*
4312.000 031R1
MOD
4EBB
"1828-CALI"
CiA�i1�GE 911ING:
RIGHT
PAGE:
GENERAL
NOTES
160 MPH ME C
ARCHITECT --
STATE OF FLOFADA
YAJ
5/10/18
aCATJM 1/4"=1'-O"
BIT
GJLV
File c°p,�'
24"X24"XI2' CONIC. -
PAD W/3-*5 BARS
EAU. ON CHAIRS
MIN. 3" COVER
-n 1
Ei
3� _a
a =a
F —I
4"
CONG. LL DI
SLAB p T r 24'X24"X12" GONG. TYP.
PAD W/3-"5 BARS m'-O' ELEV.
_Ip _2" 1'-D" DI EAU. ON CHAIRS
FIN. GONG. SLAB ` ■ 1
'
3 I/2" MIN. 3' COVER 4
�
■ ■ ■ 4" CONIC., REINF. W/ 6"x6"
_ J WOLY-
IAXW1.4 WUPI ON ro-MIL Pr
F — — —10 — ETHYLENE VAPOR RETARDER
SLAB EI%2D° DI ON WELL -COMPACTED CLEAN • I
FILL TERMITE TREATMENT SHALL DI
I sE BORA-CARE--may
711711
3'-4" 14'-8" 4'-3"
■ oZ
0)
■
Q
�I
WC.
x
■ I Q
-A
uj
II w SHWR. PAN °?
IOPT. I DW d
REF II SINK m
■ I II �
II" PVC CHASE II 0 I ■
FOR ELEC. TO II ri -
IISLAND NCxE 4
II :
II �� x
■
IN
-10" -5"
1 1/2
7-
►r
■
_ 2X& WALL _
2XI21 WALL wC.
LAY. 5
pl
■ I I 'I
I
SLAB E V2D'
-3 1/2,
■ I F_ CC
• • SL
0'-0" ELEV.
FIN. CONC. SLAB
dl 8 I � ;
L—
31_411
a
I R/A
5
HB
\
4' CONC.
\ \
5 1/2"
SLAB
01
CHASE
0
BOLLARD AS
PER BLDG. CODE:
EXTEND END OF PVC.
CHASE UP 12" ABOVE
COND. CONIC. PAD
o
N S
7
2" VTR'
KITCHEN �/
�II VTR SINK w/ 1/2
I/2
AUTO VENT 1 1/2
11 �' i I/2"
r"r2"
TUB I LAY I 211/2"1 LA
2V Il
I I lf�
We 30
WASHER
2'
CO 4'
4" PLUMBING RISER
Lf, MAIN DIAGRAM
7 I/2' DI
SECURE STRAP TO
F
UNIT W/ (2) 08xI 1/4
All
SHT MTL SCREWS
■ ■
UNIT
SIMPSON WB ROLL
STRAP OR EQUAL
FOUNDATION
PLAN
2' �"
SECURE STRAP TO
NOTES:
CONIC. CONC. W/ (2)-3/I6"X2'
�I _4
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
SLAB TAP -CONS
- FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL
MEET PROVISION OF SECTION R3113.1 OF THE FBCR &TH
A/C CONNECTION
EDITION(2m1,).
TO PAD DETAIL
NOTE: MAIN COND. DRAIN 3/4" DIA.
OVER HEAD W 12' FROM STRUCTURE
.1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325 godi
F
W
W
U
W
W
a
F
a
ti
stmDm a LOT:
CREEKSIDE
LOT# 31
4312.000 031R1
MODETA
4EBB
"1828—CALI"
GARAGE SwmG:
RIGHT
PAGE:
FOUNDATION
PLAN
t60 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
RXKT
DA 5/10/1a
SCALE: 1/4 0=1'-0m
SHEET
I
File rly'upy
1 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
ICi
W
`.
0
h
El
11
rJ4
W
A
F
&4
8tmDrv. dC LOT:
CREEKSIDE
LOT# 31
PROMCTIF
MODEL:
4EBB
"1828—CALI"
GARAGE BWDCG:
RIGHT
PAGE:
LINTEL
SCHEDULE
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
DATE: 5/10/181
8CALE:
SHEET
Tile Copy
SAFE LOAD TABLES
FOR GRAVITY. UPLIFT & LATERAL LOADS
8" PRECAST & PRESTRESSED U-LINTELS
4awr4mom
GRAVITY
LENGTH TYPE
SUS
8F8-OB
8F12-0B
8F16-0B
8F20-OB
8F24-OB
8F28-OB
8F32-OB
8F8-1 B
8F12-1 B
8F16-1 B
8F20-1 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
T-6" (42") PRECAST
2302
3138
3377
4689
6001
7315
8630
9947
3166
4473
6039
7526
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
7' 6" (90") PRECAST
767
1029
1675
2385
1994
2439
28815
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
1 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
400
750
1090
1400
1720
2030
21'-4" (256") PRESTRESSED
N R
NR
NR
NR
NR
NR
NR
NR
183
330
610
940
1 1340
1780
2110
22--0" (264") PRESTRESSED
N. R.Ifl
NR
NR
NR
NR
NR
NR
300
570
870
1250
1660
1970
24'-0" (288") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
240
470
720
1030
1350
1610
8" PRECAST & PRESTRESSED U-LINTELS
C+
UPLIFT
LATERAL
LENGTH TYPE
8F8-1T
BF12-1T
8F16-1T
8F20-1T
8F24-1T
8F28-1T
8F32-1T
8U8
8F8
8F8-2T
8F12-2T
8F16-2T
8F20-2T
8F24-2T
8F28-2T
8F32-2T
2' 10" (34") PRECAST
2727
2878
4101
5332
656
77811
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
3 665
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
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
41$
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
2797
3240
591
657
990
1029
1466
1907
2797
3245
9'-4" (112") PRECAST
sot*
612
980
1269
r1261
1852
2144
454
630
801
755
1192
1550
2271
2634
10'-6" (126") PRECAST
716*
498
793
1027
1496
1731
396
493
716
611
1039
1389
1711
2034
2358
1V-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
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
45W
316
493
635
778
922
1065
286
360
548
378
629
922
1254
1567
1816
14'-8" (176") PRESTRESSED
243
295
459
591
724
857
997
N.R.
357
243
352
582
852
1156
1491
1742
15'-4" (184") PRESTRESSED
228
278
430
553
677
801
925
N.R.
327
228
329
545
791
1072
1381
1676
17'-4" (278") PRESTRESSED
188
236
361
464
567
670
774
N.R.
555
188
276
449
649
874
1121
1389
19'-4" (232") PRESTRESSED
165
207
313
401
490
578
667
N.R.
204
165 1
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
Cm"
GRAVITY
LENGTH TYPE
8RU6
8RF6-OB
8RF10-08
8RF14-OB
8RF18-OB
8RF22-013
8RF26-OB
8RF30-OB
8RF6-18
8RF10-1B
8RF14-1B
8RF18-1B
8RF22-1B
8RF26-1B
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
1 6730
8177
6707
T-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
1497
2179
2618
1 3595
2875
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
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
1 2240
3036
3837
4643
5453
5'-8" (68") PRECAST
924*
1172
1795
2423
3055
3689
4325
501
501
924
1132
1741
2357
2978
3603
4237
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
3257
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
1369
11728
2088
245D
*REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR
#5 REBAR AT TOP
MIN. (1) REQ'D
1-1/2" CLEAR
TYPE
DESIGNATION
J F a..
F= FILLED WITH GROUT/ U = UNFILLED a = °; Q e
C.M.U.
QUANTITY OF #5 REBAR AT - q "
BOTTOM OF LINTEL CAVITY in ? . • •.
O °..
GROUT
8F16-1
(D
B/1 T
#5 REBAR AT BOTTOM
}
• •
L
OF LINTEL CAVITY
NOMINALWIDTH
NOMINAL HEIGHT
QUANTITYOF#5
REBAR AT TOP 7-68`AC-UAL
BOTTOM REINFORCING
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.
9.
3. f'c 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 L/360 vertical deflection, except lintels 174" 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 L1180.
addional reinforced masonry above the precast lintel.
6. Prestressing strand per ASTM A416 grade
6.
7.
Bottom field added rebar to be located at the bottom of the lintel cavity.
7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only.
270 low relaxation.
T 7/32 wire per ASTM A510.
8.
Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units.
7. The designer may evaluate concentrated loads from the safe load tables by
8. Mortar per ASTM C270 type M or S.
9.
Safe load ratings based on rational design analysis per ACI 318 and ACI 530
calculating the maximum resisting moment and shear at d-away from the face of support.
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.
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
i
w
h
W
W
t-
ti
a
A
F
ti
8tMDM de LOT:
CREEKSIDE
LOT# 31
PROTECT#
MODEL:
4EBB
"1828-CALI"
GARAGE eWMa:
RIGHT
PAGE:
SAFE LOAD
'FABLES
(CAST-CRETE)
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
5/10/18
SCALE:
I�°2
File COA,Y
COM ORN AND CLADDW WPD LOADS
BASIC WIND SMff FOR 3 SEWO O1WSfS
OPENNGS
SOUNE
M
1d01rPH WILD NO
REMARKS
AND TYPE
FOOTAGE
MIN. WINDOW
10
5
34/-45
CRITERIA
EXTERIOR SUNG
21
5
32/-42
DR, MIN. CRITERIA
SG.D. MIN.
12
5
30/-37
CRITERIA
8070 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 MPH = 160 (Vult) INTERNAL
PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II,
EXP.=C, MEAN ROOF HT. = 15'-9"
PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED.
(2017) R301.2.1 TO MEET TESTED ALLOWABLE OR
NOMINAL WIND LOAD VALUES FROM THE PRODUCT
MANUFACTURER. TE
A BAR DETAIL
SCALE: 1/2"= I' -0"
, ,, f, ,,,e.w
WALLS
t " M
f r R
= a r
.0
0ASLE ROOFS
100< ,4
For SL I foo m 30,4.8 zri a.1 degree = 0.01'i5.,radw
Note- a � 4 feet In all osts,
SQ.FT.
CAM'S
LIVINGS
1828
SQ. FT.
GAR GE
430
SQ. FT.
ENTRY
16
SQ. FT.
LANAI
88
SQ. FT.
TOTAL
2362
5Q. FT.
A/C VOLUME
Ih08Sb
1 * < 0 3 450
VANITY
I
GABLE ROOFS
:5t"
r
O VANITY
r "
IA I
Q
° 04 5
HIP ROOF
l° < 0 1 300
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 OFIENINGS, BETWEEN THE GARAGE AND RESIDENCE SHALL
5E E=IPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" (35
MM) IN THICKNESS, SOLID OR HONEYCOM5- CORE STEEL DOORS NOT
LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS.
ml
i
39' = 0 "
g1_411
(2) 3052-SH
In
o
(2) 3052-514
EGRESS
3'-4"
COND.
EXTERIOR MASONRY
WALL 5RCs. HEIGHTS
1oolo■■■■■■�I
1 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
W
h
U
w
0
F
U
w
A
h
A
SVHDIV. de LOT:
CREEKSIDE
LOT# 31
PROJffiCT#
4312.000 031R1
MODEU
4EBB
//y. ic "1828-CAL//I��"
VAA0E SVMC;:
RIGHT
PAGIM
FLOOR
PLAN
160 MPH EXP. C
ARCHITECT.
STATE OF FLORIDA
SCALM:
SHEET
as
WoEll0
5 /10 /18
8'-8' BRG. HGT.
E
0'-0' FIN. FLR.
0'-0"_ r-IN. FLLRR
r=�
0'-0" FIN. FLR
REAR ELEVATION
TEXTURED FINISH
OFF RIDGE VENT
I�6
HIT
OFF RIDGE VENT
ROOF
DECORATIVE
FOAM DRAIN
TILES
8'- '
16 "X60" FYPON---�
DECORATIVE
SHUTTERS OR 14n
EQUIVALENT was
TYP.
4' RAISED
E5AND (TYP.)
0'-0" FIN. FLR
ELEVATION
TEXTURED FINISH
OFF RIDGE VENT
LEFT
TEXTURED FINISH
OFF RIDGE VENT
B
ELEVATION
I
Iy
_ _ +/-18'-II" BLDG. HGT.
6
EQ. Ea. EQ. EQ.
4" FRIEZE
BAND
8I8
7B 17B 1 U 7B
WA U h�a .WA 8'-8" 5RCs. HGT.
V -
0
I
�II�LI�LI�I
FRONT ELEVATION
TEXTURED FINISH
NOTE: U)ALL FENESTRATION FLASHING AS PER F5CR R103.4
s 0'-0" FIN. FLR.
8'-8' BRG, HGT.
J 0'-0' FIN. FLR
r � 9
II WA
—OPT.
COACH
<t LIGHT
0'-0' FIN. FLR.
MODEL 1828-CALI-4EBB
AREA OF ATTIC
= 2450 SQ. FT.
NET FREE VENTILATION AREA RI
1/ 300
REQUIRED VENTILATION AREA
= 2450/300
= 8.17 SQ. FT.
8.17
= 1176 SQ. IN.
MIN. REQUIRED VENTILATION
= AX 1176
IN UPPER PORTION OFATTIC
= 470.4 SQ. IN.
(BALANCE TO BE PROVIDED IN
SOFFITVENTS)
OFF RIDGE VENTILATION AREA
= 115 SQ. IN. PER VENT (net free area)
TOTAL#OF VENTS REQUIRED
= 4.09
TOTAL#OF VENTS PROVIDED
= 5
SOFFIT VENTILATION AREA
7 SQ. IN. PER LINEAR FT (net free
area)
LINEAR FEET OF SOFFIT REQUI RI
67.20
4
n�ECO. DETAIL
tl SCALE: 1/2"
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
0
h
w
a
F
StmDrv. rotiil
CREEKSIDE
LOT# 31
PROJECT#
4312.000 031R1
MODS"
4EBB
"1828—CALI"
GARAGE BWDCG:
RIGHT
PAGE:
ELEVATION
$1 C)7
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
7_v ;
PRINT DATE: 5/10/18
8CALM: 1/4"=f-Ow"
m
File COPY
BJ 1
II"' II II II II II II II II II I
5J3 II II II II II II II
�J5
DETAL-20
eG — — — —
A6 —
A5
A4
A3
A_2
4-0
GABLI= END
5RACIW4
SEE DTL. '4'
SHEET D2
17
I
I n
22 "X54'
- \�ATTIC I
ACC:
y�l
I I
IX4 DIACs. FIELD FRAMED
5Tm' CHORD ARCH 0 S'-0"
BRACIWS, AFF
rrp.
FRAMING PLAN
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774.4078
www.abdesigngroup.com
AA #: 0003325
00
w
w
0
a
A
E
0
ti
SV9DIP. dC LO'�:
CREEKSIDE
LOT# 31
PROJECT#
4312.000 031R1
1#[ODELa
4EBB
"1828—CALI"
GARAGE f9ITMG:
RIGHT
PACE:
FRAMING
PLAN
ELEVATION
„c„
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
DATE• 5 / 10 /18
OCALE:1/r=1'-0"
BEIRET
4C
File Cop,
CONNECTOR SCHEDULE
II CONTROL DATE: 01-05-17
MiTek USP
SIMPSON
MiTek USP
SIMPSON
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
FASTENER
HTA 16-18
1625
META-16
1450
(8) 10d X 11/2" 1-PLY, (7) 16d 2-PLY, EMBED 4"
(8) 10d x 11/2" 1-PLY, (6) 16d 2-PLY, EMBED 4"
(2) HTA 16-18
2430
(2) META16
1985
(12) 10d x 11/2" 1-PLY, EMBED 4"
(10) 10d x 11/2" 1-PLY, EMBED 4"
1900
(10) 16d 2-PLY, EMBED 4"
(14) 16d 2-PLY, EMBED 4"
HTA 16
1870
HETA-16
1810
(10) 10d X 11/2", (8) 16d 2-PLY, EMBED 4"
(9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4"
HTA 20
1870
HETA-20
1810
(10) 10d x 11/2", (8) 16d 2-PLY, EMBED 4"
(9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4"
}
Z
(2) HTA-20
2430
(2) HETA-20
2035
(12) 10d x 11/2", 1-PLY, EMBED 4"
(10) 10d x 11/2" 1-PLY, EMBED 4"
2500
(10) 16d 2-PLY, EMBED 4"
(12) 16d 2-PLY, EMBED 4"
00
LUGT-2
2260
LGT-2
2150
BILK (5) 1/4"x 3" Wedge-Bolt+Anchors, WOOD (16) 10d
(7) - 1/4" x 2 1/4" TITEN, WOOD (16) 16d
Q
DHTA-20
2430
DETAL-20
2480
(16) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE
(18) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE
MUGT15 +
4175
MGT+
3965
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD)
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD
HUGT2 +
9790
HGT-2 +
10980
WOOD (8) 10d, MASONRY (2) 3/4" A.T.R
(2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD
HUGT3 +
9860
HGT-3 +
10530
WOOD (8) 10d, MASONRY (2) 3/4" A.T.R
(2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD
LUGT-3
3525
LGT3-SDS2.5
3285
CONE (4) 3/8" X 5" Wedge-Bolt+Anchors, WOOD (12) WS25
(12) SDS 1/4"x3" TO GIRDER, (4) 3/8" x 5" TITEN HD TO. WALL
LPTA
15 10 PARALLEL TO WALL
1470 PERPENDICULAR TO WALL
LTA2
1210 PARALLEL TO WALL
1210 PERPENDICULAR TO
WALL
(10) 10d x 11/2"
(10) 10d x 1-1/2"
MUGT15
4175
VGT
4940
Ill) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (4) 10d TOP/(6) 10d FACE/(12) 10d BACK OF TRUSS
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) SDS 1/4"x3"
HUGT
7185
(2) VGT
7185
(2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (8) 10d
(2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32) SDS 1/4"x3"
MTW 12
1195
MTS-12
1000
(14) 10d x 11/2", (14) 10d
(14) 10d X 11/2"
HTW 16
1260
HTS-16
1150
(16) 10d X 11/2", (16) 10d
(16) 10d X 11/2"
HTW 20
1530
HTS-20
1450
(24) 10d X 11/2", (20) 10d
(24) 10d X 11/2"
HTW 24
1530
HTS-24
1450
(24) lod X 11/2", (20) 10d
(24) 10d x 11/2"
LSTA 12++
930
LSTA-12 ++
925
(10) 10d
(10) 10d
LSTA 18 ++
1235
LSTA-18 ++
1235
(14)10d
(14)10d
MSTA-18++
1310
MSTA-18++
1315
(14) 10d
(14) 10d
MSTA-24++
1640
MSTA-24++
1640
(18) 10d
(18) 10d
N
MSTA-30++
2065
MSTA-30++
2050
(22) 10d
(22) 10d
a
<
MSTA-36++
2065
MSTA-36++
2050
(26) 10d
(26) 10d
N
KSTI236
3890
MSTI-36
3800
(36) 10d X 11/2"
(36) 10d X 11/2"
KTSI248
5140
MSTI-48
5065
(48) 10d X 11/2"
(48) 10d X 11/2"
LFTA6
1210
H6
950
(16) 8d x 11/2", (16) 8d)
(8) Ed TO PLATES, (S) Sd TO STUDS
SPT24
1030
SP4
885
(6) 10d TO STUDS (6) 10d TO PLATE
(6) 10d x 11/2" TO STUDS
M P34
525 IN F1 @ 160%
A34
515 IN F1 @
160°�
(4) 8d x 11/2" TO BEAM., (4) 8d x 11/2" TO POST.
(4) Sd x 11/2" TO BEAM, (4) 8d x 11/2" TO POST.
HHCP2
800
HCP2
645
(10) 10d x 11/2" TO TRUSS, (10) 10d X 11/2" TO PLATE
(12) 10d X 11/2"
RT16A
1380
H10A
1140
(9) 10d x 11/2" TO TRUSS, (8) 10d X 11/2" TO PLATE
(18) 10d X 11/2"
MUGT15 & PHD4A
4175
VGT & HDU4
4565
(28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD
(16)-SDS 1/4"x3" TO WOOD, (10)-SDS 1/4"x21/2" W/THREADIED ROD, (2) NUTS/WASHER/2 PLY
MUGT15 & PHD4A
4175
VGT & HD7B
4940
(28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD
(16)-SDS 1/4"8" TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY
PAU44
2535
6775
ABU 44Z
2200
6665
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC„ (12) 16d TO WOOD
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12) 16d TO WOOD
PAU66
2380
16005
ABU 66Z
2300
12000
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12)16d TO WOOD
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12)16d TO WOOD
LTS19+++
1205
LTT19+++
1340
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (8)10d TO WOOD
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (8)10d TO WOOD
LTS20B+++
1100
LTT2013+++
1500
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (10)10d x 1-1/2 TO WOOD
(1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (10) 10d TO WOOD
O
HTT45
4160
HTT4
4235
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (18) 16d X 21/2"
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONE., (26) 16d X 2 1/2"
Z
HTT45
5005
HITS
5090
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONE., (26) 16d X 21/2"
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC., (26) 16d X 21/2"
UPH D11+
14395
HHDQ11-SDS
2.5+
11810
(1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED) IN CONC., (24) WS3 WOOD SCREWS
(1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONC., (24) SDS X" x 2W WOOD SCREWS
PHD5A
6525
HD7B
6645
(1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONC. (14) WS3 WOOD SCREWS
(1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONE., (3) 3/4" STUD BOLTSTO WOOD
TDX8
7870
(1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONE. (3) 7/8" STUD BOLTS TO WOOD
NFM35X12U
2580
7130
MBHA
3.56/11.25
3475
5330
(1) 1/2"' J-BOLT W MIN 6" EMBED & NOT LESS THAN 4" FROM EDGE OF CONE W/ 3/4" DIA ITW RAMSET/REDHEAD
DYNA BOLT SLEEVE ANCHOR OR EQ W/MIN 5"EMBED INSTALLED IN FACE. (14)10d ATJOIST
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH
EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. FACE, (18) 10d TO BEAM
H U54121F
3060
2710(100%)
HUSC412
(WOOD)
3635
2660(100%)
(10) 16d TO HEADER, (10)16d TO WOOD
(10) 16d TO HEADER, (10) 16d TO WOOD
3325 (125%)
3265 (125%)
w
C9
HD4101F (CMU)
1950
5000
HUC410
(CMU)
1800
4500
(18) 1/4"" x 3"" WS3 SCREWS, (10) 10d TO
WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD
(18) 1/4 x 2-3/4.. TITEN (9 PER FLANGE) TO CMU, (10) lOd TO WOOD:
Z
=
HD210-21F (CMU)
1950
5000
HUC210-2
(CMU)
1800
4500
(18) 1/4"" x3"" WS3 SCREWS, (10) 10d TO
WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD
(18) 1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD:
HD210-31F (CMU)
1950
5000
HUC210-3
(CMU)
1800
4500
(18) 1/4"" x 3"" WS3 SCREWS, (10) 10d TO
WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD
(18) 1J4 x 2-3J4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD:
LGUM26-2
2125
6
LGUM26-2-SD065 S
1430
5595
(4) 3/8" X 4" Wedge-Bolt+Anchors, WOOD (4) WS3 WOOD SCREWS
(4) 3/8 x 4 TITEN HID ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4 X 2-1/2 SDS SCREWS TO WOOD
HIGH STRENGTH EPDXY = USP CIA -GEL 7000-C. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS.
+ WHERE ANCHOR EMBEDMENT IS GREATER THAN 7" DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/GROUT.
++10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2" NAILS IN CONJUNCTION WITH A 23%REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION.
an
LLJ
+++ MINIMUM EMBEDM ENT INTO THE TOP OF A BONDBEAM WILL BE S", MINIMUM EMBEDM ENT INTO THE FOUNDATION WI LL BE 7"
0
A.T.R.=A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARI ES)
Z
BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED.
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING TZ/ HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON SI MPSON "WOOD CONSTRUCTION CONNECTORS C-C2017" , "HIGH WIND -RESISTANT CONSTRUCTION F-C-H W RCAG16, AND ANCHORING & FASTENING SYSTEMS FOR CONCRETE & MASONRY CATALOG C-SAS-2012 & USP STRUCTURAL CONNECTORS 2015-2016.
SOFFIT SHALL COMPLY( WITH FBC R703.1.2.1
FRAMING NOTES:
1. HURRICANE STRAPS TO BE MITEK-USP OR EQUAL, U.N.O.
2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O:
* FOR OPEN WEB TRUSSES - TRUSS TO MASONRY /CONCRETE SHALL BE HTA16 (INCLUDING FLOOR TRUSSES).
* FOR FLOOR JOISTS (I -JOISTS) - STRUCTURAL RIM BOARD TO MASONRY/CONCRETE SHALL BE HTA16 AT 32" ON CENTER MAX. STRUCTURAL RIM BOARD W/ PERPENDICULAR
I -JOIST STRAP TO MASONRY/CONCRETE SHALL BE HTA16-18 AT 24" ON CENTER MAX.
* TRUSS TO WOOD FRAMING SHALL BE MTW12 (INCLUDING FLOOR TRUSSES).
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER.
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART& MINIMUM WALL & HEADER
STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN
6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES @
EA. END. CUT PITCH & BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
7. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
8. PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 2017 FBC RESIDENTIAL -SECTION R302.12.
P. REFER TO DETAIL 8 SHEET D4 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS & DETAILS.
HEADER SPAN CHART
SINGLE
STORY APPLICATION
SIZE
CLEAR SPAN
DOL 2
x 6
UP TO 5'-4"
D5L 2
x 8
5'-4' TO i'-&
D5L 2
x 10
7'-0' TO 101-01
D5L 2
x 12
10'-0' AND OVER
TWO STORY APPLICATION DOWN STAIRS
SIZE
CLEAR SPAN
D5L 2
x Co
UP TO 5'-0'
D5L 2
x 8
5'-0" TO 6'-4'
D51- 2
x 10
6'-4" TO 4"-0'
05L 2
x 12
W-O' AND OVER
MINIMUM WALL AND HEADER
STUD RE UIREMENTS
7UN.C.
IMUM HEADER SPAN (Ft. J UP TO 5'-0" TO aI_IV
4' -II 1/2' -I'-II I/2' AND UP
NUM5ER OF HEADER STUDS
SUPPORTING END OF HEADER I 2 3
NUM5ER OF FULL LENCsTH• STUDS
AT EAGH END OF HEADER I 2 3
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
W
W
P
V
W
O
y�
K
W
A
E'
l9VHD_I- LOT:
CREEKSIDE
LOT# 31
PROJECT#
4312.000 031R1
MODELe
4EBB
"1828-CALI"
aGARAGE S1ii G:
RIGHT
PARE:
CONNECTOR
SCHEDULE
160 MPH EXP. C
ARCHRECT;
STATE OF FLORIDA
DAM 5/10/18
DATE:
SCA=:11,C=1'-0"
SHEET
Oat
m so
File
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
125V OUTLET
20 AMP SINGLE POLE
110V OUTLET
110V OUTLET
1/2 Or OUTLET WIRED
TO SWITCH
GFI
110V OUTLET
EOd11PED W/GRND MTERJPtER (TAMPERER
RESISTMIT TYPE)
EO
220V OUTLET
(4) WIRE CONNECTION
-- �qF-- Wp
=Q—Z
EXr. WATERPROOF
GROUND FAULT
INTERRWPTER
GFI
CUTLET
SSgTGN
SWITCH
S-WAY OPER.
64
6WITCF4
4-WAY OPER
o
WALL MOUNTED
LIG44T
CEILING LIGHT
VP
VAPOR PROOF
�O/1
RECESSED CAN
WALL SCONCE
�-
PRE -WIRED
VENT. FAN
101M PER $Q FT.
VENT. FAN
W)LIGHT
1 OFM PER sa Fr.
V
FIMUIqr=
CSPEC'S TCD BY
viw rse,
FLUT%!?15NT AROJC WRAP
AROUND
_ 2'FLucRE*.ENT
4'FLWOREBOENT
--n--�r+ 4' TRACK LIGHT
0 PANEL
METER
SMOKE DETECTOR W/ 44 UP
BD WALL MOUNTED BAIT, BACK-UP
SMOKE DETECTOR W/ 4AFWWI14E
BATT. SACK-WP UU
CAR!WN MONOXIDE HARDWIRE
® SIC,O SMOKE DETECTOR INTER -CONNECTED
COMBO SdALL BE A DISTANCE
OF NOT LESS THEN 4'
MROI L
PENDANT LIGHT
I� NATURAL GAS
TV OUTLET
► TELEPHONE JACK
WATER HEATER IGNITION OCALWIS
TO BE PI erATFJ�
DISCAtlYECr
A/C AIR CONDITIONNG
DISCONNECT
TV. TELEVISION JACK
CEILING BOX REOUIREr.
TO BE SUPPORTED IN
O J_CpX ACCORDANCE W/ COX
ARKED AS SUCH FOR
INSPECTION
CEILING BOX REOUIREG
TO BE SUPPORTED IN
CEILING FAN/LIGNT ACCORDANCE W/ BOX
MARKED AS SUCH FOR
FLOOD LIGHT
OPT. SECURITY
KEYPAD
I(-❑' P.C. PUSH-BUTTON FOR CI -LAMES
USS PORT
NOTES:
LOCATION OF TV JACKS t PHONE OUTLETS 1
FANS TO BE VERIFIED a HOMEOWNER
PRE -CONSTRUCTION MEETING.
ALL RECEPTACLES IN ALL 14A51TA5LE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF F5CR 6T14
EDITION (2017).
20 AMP DEDICATED LAUNDRY CIRCUIT.
GFI C ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO 5E LOCKOUT
IN PANEL
BATHROOM EXHAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT PER
ELECTRICAL PROVISIONS OF SECTION
M1507.4 FBCR 6TH EDITION (201-1),
LAUNDRY ROOM RECEPTACLE SHALL 5E
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING METHOD SHALL 5E NON METALLIC
CABLE PER ELECTRICAL PROVISIONS OF
FBCR 6TH ED (2017).
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE F5CR 6TH ED (201'1).
ALL LAMPS SHALL 5E SELECTED 5Y
BUILDER AND 75% OF LIGHTING MUST 5E
ENERGY EFFICIENT TYPE PER F.S.C. ENERGY
CONSERVATION (RESIDENTIAL ENERGY
EFFICIENCY) 201i, 6th EDITION R404.1
LANAI
CEILING
MTD, LIGHT LIYING ROOM
To BE
INSTALLED, ter^
PROVIDE ( WP PRE -WIRED
J-BOX FOR 1 OsFI CLG FAN Q
OPT. FAN \ C
MI -- —
DINING
ROOM
I I I
\ II
\ \ S/
SWITCH IN \ \ OUTLET" — —
CA5INET FOR DW r
— — — — — — —
)
LL
CFI
IIIi l / I
W.I.C.
REF I I DW /
�I KITCHEN / SINK
LAUN.I
PA-N. _ j / GFI
FOOD WIRE R.
OUTLET FOR �
FUTURE MICRO
BDRMM..#3
M —�\
PRE -WIRED \
CLG FAN \
\\Q
BATH
BDRM•#2
/
CLG FAN
FA
V I
I
1
1
I
I
1
S/ o /
/
4
r
OWNER'S
SUITE `'
/ PRE-IUI�D
CLG FAN
/
�A
0.
BATH
(COND.,I
I
I
I
I
I GF
BDR DE4/
PRE -WIRED
CLG FAN
I I �RAI
� L
44' GFI
P.B. FOR AFF.
GARAGE \ GFI — — — — —
DOOR \ Ifni•, —
\ WALL MOUNTED
\\ LIGHT W/SWITCH IN
ATTIC
` GFI
CLG.
KEYLES OUTLET
FIXTURE
ENTRY
GARAGE
\JUH\
5OL'LARD
AS REQ.
PER BLDG.
CODE
IRRIGATION
OUTLET A
48" A.F.F.
\\----------------------- .-..
OPT.
COACH
LIGHT
METER
FIELD
VERIFY
LOG.
PJI2�- 11T HOOT
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 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 Exterior Receptacle GFI for TUG 1200 1 2 Space
#12 2 20 Irrigation Pump 1000 3 4 Space
5 6 5304 A/C C.U.-1 35 2 #8
Space 7 8
PANEL - A
PANEL: 42 crt. breaker VOLTAGE: 1201240 V -1 Ph MAIN: 150 Amp M.L.Q.
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
# 12 1
# 12 1
#12 1
# 12 1
# 12 1
#12 1
#14 1
#14 1
#14 1
#14 1
#12 1
20 Small Appliance
20 Microwave / Hood GFI
20 Small Appliance
20 Refrigerator
20 Dining Receptacles AFCI
20 Bath GFI Receptacles
15 Foyer / Hall / Bed. #2 & #3/ Bath #2 AFCI
15 Living Room, Lanai Lights AFCI
15 Kitchen, Pantry, & Dining Lights AFCI
15 SD & C/O AFCI
20 Laundry / Bed #4 / Den AFCI
Vatts
Circuit
Circuit
I Watts
Description
1500
1
2
8000
Range
1800
_3
4
1500
5
6
4500
Water Heater
1500
7
8
1500
9
10
1200
Disposal GFI
1200
11
12
1500
Dishwasher GFI
900
13
14
5000
Dryer GFI
900
15
16
900
17
18
1500
Washer GFI
900
19
20
1000
Garage Door Opener GFI
1200
21
22
1200
Garage Lights and Receptacles GFI
23
24
900
Owner's Suite AFCI
25
26
900
Owners Bathroom AFCI
27
28
900
Exterior Lights and Recept GFI
29
30
1000
Irriant ion controls only
#8 1 2 1 35 A/C AHU-1 5525
(Heater 5 KVA at 65%
Load subject to demand factor calculations / line 16000
Demand Factor Calculations:
3I load subject to demand factor 43600
t 10000 watts at 100% 10000
naining watts at 40% 13440
it A/C load 10829
Connected Load Watts 34269
Amps (watts / 240 volts) 142.8
IE ,O X-IP ELECTRICAL RISER
NOT TO SCALE.
GENERAL NOTES:
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 6TH
EDITION (201-). LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
5. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS
NOTED OTHERWISE,
POWER COMPANY
TRANSFORMER
GRADE
39
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY
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 5Y THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO 51D.
Bkr Pole
50 2
25 2
20 1
20 1
30 2
20 1
20 1
20 1
15 1
15 1
15 1 1
Wire
#6
#10
#12
#12
#10
#12
#12
#12
#14
#14
#14
1 27600 1 Load subject to demand factor calculations / line I
ABBREVIATIONS:
AFCI: ARC FAULT CIRCUIT INTERRUPTER
NC: NON -COINCIDENT LOAD
GFI: GROUND FAULT INTERRUPTER
LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD
Total A/C Square Feet 1828
General Lts & Rec 3 W / Sq. Ft. 5484
HR-Hats 1 at 65W/Li ht at 100% 65
Total General Lights & Rec (Watts) rrAO
Tota I watts
1General Lts & Rec Panel A 191 6171 55491
PROVIDE 3"2/0 CU, THWN + 1%6 CU IN 2" CONDUIT OR 3
04/0 AL, THWN + 1%6 GU IN 2" CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.)
0
00I" 151NATION SERVICE 150 AMP
DISCONNECT SWITCH AND 120/240 VOLT
ELECTRIC METER IN 1 PHASE
NEMA 3R ENCLOSURE MLO
PANEL
15OA/2P
MCB
TELEPHONE SERVICE
ENTRANCE
EQUIPMENT
INTERSYSTEM 50NDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
CCALE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
1 04 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE F5CR 6TH
EDITION (201-0,
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
y
W
U
W
O
0.
a
W
q
F
A
x
SIMM . dre LOT:
CREEKSIDE
LOT# 31
PROJECT#
4312.000 031 1
MODRu
4EBB
"1828—CALI"
GARAGE BWXNO.
RIGHT
PAGE:
ELECTRICAL
PLAN
t60 MPH EXP. C
ARCHITECT -
STATE OF FLORIDA
" iM.C1H'11CRA
RO D
AR No 93723
PRAT 5/1O/18
DATE:
aCALE: l/4"=1'-0"
SHEET
5
File Copy
COND.
CALI
EQUIPMENT SG-IEDULE
3 TONS
MFG
CARRIER
Cu
25HI3C536A*030*
AHU
FX4DNl5,FJ03-tL
PEAT
5<u
SEER
15 5EER
TOTAL GAP
34800
ELECTRIC
208/230/II-IP
5RKR
Cu 35 AI-IU 35
REF LINES
3/4" 4 3/611
H VA C LAYOUT PLAN
F
W
�14W
U
W
O
W
U
�W
A
F
A
C:
9tmn v. de LOT:
CREEKSIDE
LOT# 31
4312.000 031R1
MODELe
4EBB
"1828-CALI"
G&%RAGE s vngo-.
RIGHT
PAGE:
H VAC
]E' LAN
160 MPH EXP. C
Yj4,1
ra m a
DATZ: 5 /10 /18
BCA M:1/4'=1'-0"
wo
ra m a
DATZ: 5 /10 /18
BCA M:1/4'=1'-0"
wo
„�(1) b WEAR VERTICALLY UV CONC,
FOUR CELL
SEE ENERDY CODE FORMS FOR
INSULATION R-VALUES
? TEMWRED MNIBH
a
v g e• a7u
�4 Irz' GYP. UL. DO.
WOOD EASE
z S
z p STOP - 4' CONC. REINFORCED W/ 6'X6'
e . 1 a �a WAXINA IW.F OR FIBEFf'IEBFI ON
�h L 6-MIL. VAPOR RETARDER ON
p WELL -COMPACTED CLEAN FILL.
TERMITE TREATMENT TO DE
BORA-GAR`e APPLIED AT FRAMING.
IL z(y
L m It
G
�, p •.-n p I�_6.
(2) b REBAR ON C:41AIR8
1-STORY FOOTING
W/ BLOCK WALL
1 SCALE: I//'.I'-0•
4' GONG, MITE P. W/ 6'xi' WAXUTAO WUM ON
6-MIL POLY ETHYLENE VAPOR RETARDER
ON DELL-COMFACTED CLEAN FILL TERMITE
m a„ TREATMENT SHALL DE MORA-CARE
(1) b REBAR ON CHAIRS
4 THICKEN EDGE
SCALE:
wm
zq(y
ro O > °..< a 4 i'Xb' WL4XW1,4
L) FIDE OV i-MIL VAF�R
°? RET L-COMPACTED CLEAN
FILL. TREATMENT TO DE
4 ARE APPLIED AT FRAMNG.
1 b REBAR ON rPAIRB
w 4' 4'
Q i° ✓-4'
1-STORY FOOTING
AT FRONT PORCHES
w
a
Q
°
INF, W/ 6'x6' WIAWMAD WW
ON 6 POLY ETHYLENE VAPOR
ER ON WE CLEAN
TERMITE TREATMENT 64ALL BE
,..
-CARE
4 W
(2) •B CN CHAIRS
L>
O
0 4'
•' i
• 1 �■� ••
KAM
z p TOP d 4' OONC. REINFORCED W/ 6'X8'
WU4XN.4 W- OR FIDERMEEH ON
L a`' 6-MIL. VAPOR RETARDER ON
aU '� LL-COMPACTED CLEAR PILL.
I ITE TREATMENT TO DE
-CARE APPLIED AT
FRAMI
z O 4” 8�� a' 4. !3) b RE ON CHAIRS
2'_0.
2-STORY FOOTING
W/ BLOCK WALL
1tJl— SCALE:IR"=I'-m'
(1) b MBAR SET IN SIMPSON 4 *4
STRENGTH EPDXY 6' BMBED. MIN
LGONG-IW/b'x6'WIAXWl40
ULM
ON 6-M-MILL POLY E114YLENE
VAPOR RETARDER ON
• • DELL -COMPACTED GLEAN FILL
TERMITE TWATMENT SHALL BE
SORA-CARE
TYP. RETROFIT FOR
OMITTED/1 DOWELS
SCALE: 11,lr-Ol
1� ZA
t0 STUD W/ANAIL
OL. MAX'LATATE2 TAR W/ }' � PLA32IE ' O.C. MAXlOd
• 32' OC MAX
4' . REINFORCED W/ 6'X6' WIAXWIA
UUF PIBERMESH ON 6-MIL. VAPOR
REt R ON WELL -COMPACTED CLEA
FILL Y'E TE TREATMENT TO DE
m 4„ I, -ID, 4, 1 ORA-CA APPLIED AT FRAMING.
(2) b REBAR CI4AIRB
1-STORY FOOTING
%SAT L.B.W. (W/ UPLIFT)
(.. SCALE:
C
sJ—
4' CONC, MINK W/ 6'x6' WL4AMAC WlM
ON 6-MIL POLY ETHYLENE VAPOR
RETARDER ON WELL -COMPACTED CLEAN
4' 4" FILL TERMITE TREATMENT SHALL DE
FORA -CARE
GARAGE STEP-UP
iJ NON -BEARING
GALE: Irz'=I -O'
i
rARAGE STEP—D_;
NON —BEARING
EXTENDED STEP
uu
a ° W/ 6'x6' WIAXWIAO WHIM
ON -M LY ETHYLENE VAPOR
ER ON WELL -COMPACTED CLEAN
a PI ITE TREATMENT SHALL BE
-CARE
z a. MIS R ON CHAIRS
�>
in D
ID.
ARAGE STEP-UP
2-STORY L.B.W.
6 EXTENDED FOOTING
SCALE:
E SLAB 1 1)2' CURB HEI E6
1/2. Ba
y REINP. W/ 6'x6' W64XWL40 WUM
ON 6-MIL POLY ETHYLENE VAPOR
RETARDER ON WELL -COMPACTED CLEAN
R TERMITE TMATMENT SHALL BE
CARE
z [2) b RE ON CHAIR$
m LAB AT GARAGE
7 SERVICE DOOR
BOALE:
14 NOT USED
POURED LINTEL CCNT. lTYPJ
:•e;, 8' CMU FILLED CELL (rTP.)
2X WALL FRAMING
(4)1PXT ANCHOR DOLTS a Whl>ct.
J-SOLI O MIN b' EMBEDMENT W/ 2')(2'XI/8'
WASHER AND NUT SPACED EVENLY FROM
FLOOR TO BOND DEAM. SET IN JOINTS
PRIOR TO PILLING. (SLEEVED A{'CI-OR IN
SOLID POUR AGCEPtABLE RETROFIT)
EXT. /INT. FRAME WALL TO
� 1 BLOCK WALL CONNECTION
115 SCALP:
4• INF M0 %V 6M W.4)614.4
U21F OR F 6H ON 6-TTIL VAPOR
RETARDER DELL -COMPACTED CLEA
FILL. tEIGMIY'IF ATMPTIT TO DE
FORA -CARTE A RED AT FRAMNG.
(3l b REBAR ON R6
2-STORY FOOTING
�1 AT L. B. W.
SCALE: 1/2"•1'-0'
Ha*147 OF G
VARIES WITH
8=6 16' O.C. MAX
MIN.
0'-0' FIN. PLR
- •.
04 WEAR
-
tltlm��
(/
'-CONC.
'
I/)�'.�RA�DyI�U�6
--
REINED W[ 6'X6' WAXIIIA
E
OR
z '!
OR PIEER'7ESI-4 ON b-ttIL. VAPOR
ON WELL-CO`lPAGtED CLE
r
}�
FILL ITE TREATMENt t0 ICE
MOR4- APPLfED AT FRAMING.
e'
1
(2) b CHAIRS
12' MIN.
1—STORY
FOOTING
44
rqlf
�)AT L.B.W. (W/ NO —UPLIFT) 3STAIR DETAIL SCALE: I//'=I'-0' SCALE:
' SIMPBOV SP4 • ' O
W/ }'x8' SECURE ET. A O W/ }'x8'
r' EMBED. HEIGHT OF GARAGE
VARIES WITH SLOPE ANOHOR 2' R T' ENDED.
EXPANSION MIN. • OC MAX
'EPDXY D FOR EXPANSION
RENFORCED W/ 6
'X6'
Wilit
FIBERMES41 ON 6-MIL. No
I$TA ON WELL-CCMPAC1j
FILL. TE 7E TREATMENT TO ID
'^ 0, 41, FORA- APPLIED At FRAh
-a"
C2) b RESViR44
AIRS
GARAGE STEP-UP
v L. W. W/ UPLIFT
•srFrTwALL TO DE MIN. 3 COURSES
..,� lU b REBAR VERTICALLY W/ GCNC.
POURED DELL
a, am
z
NOTE, OPtICNAL USE OF
Q CDNcMI ct11qo • GARAGE
�. WALLS TO DE DETERMINED DY
S BUILDER DY DIVISION.
STOP
CURB HEIGHT VARIES
w w e
� Z
az
E
a Oj4"
NC. REIW-ORCED W/ 6'X6' WU4XN.4R FIDERM=SW ON 6-MIL VAPOR
RDER ON WELL -COMPACTED GLEAN
TERMITE TREATMENT TO DE
A -CARE APPLIED AT FRAMING.d Rr5AR ON CHAIRS
Fmmg
_o
1—STORY FOOTING
8 AT GARAGE
I '.r-0'
CAULK AND SEAL
GAS LINE
1 }' PVC SLEEVE
FOR GAS LINE
0 ecmu
�1/1' DRYWALL
WOOD EASE
07
GAS LINE THRU BLOCK
iv
' CONC. REINFORC-.Ep W/ b'X6' WIAXWIA
l OR FIBERME84V ON 6-MIL. VAPOR
17t ER OV DELL -COMPACTED CLEA
FILL. ITE TREATMENT TO BE
FORA- APPLIED At FRAMINCx
(3) b REBA CHAIRS
GARAGE STEP-UP
2-STORY L.B.W. W/ UPLIF
w ri SCALE: 1/2"=1'-0'
(1) I'b WDAR I Y
W/ CONC. CEL
a' cMu
z
QNON,of
O TERMY
STUCCO DIVISION.
ATOP
IGHT VARIER
w It Q .. a
1
ro 4' Gael REINFORCED tLV 61X6' WIAXUTA
- I►lF OR FIBERMESH ON 6-MIL. VAPOR¢
° RE: IWER ON UELL-COMPACTEp CLEAN
_• FILL. RMITE TREATMENT TO DE
BORA- APPLIED AT PRATING.
(3) b 14E CHAIRS
O 2'-0
2—STORY FOOTING
A AT GARAGE
SCALE:1/2'=r-0'
1 ^) NOT USED
ms
16.
1I41 2b00 PSI • 28 DAYS
SLAB REINFORCED W/
6 x 6 - WIAAUTA WWUM.
•
CaF1C. REINFORCED W/ 6'X6' WAXWA
FIBERMEBH R{ 6-MIL VAPOR
w PIET R ON UELL-COMPACTED CLEAN
FILL ITE TREATMENT TO DE
I' -ID" 4" DORA- APPLIED AT FRAMINCx
a (2) b REBAR CHAIRS
GARAGE STEP-UP
vB1 L.B. W. W/NO UPLIFT
S-ALE:I/2'=1'-0'
GRADE
Q °4
WIAXII1,40 UWM
:RASE THR) FOOTING
b REBAR ON CHAIRS
9 C CRETE PAD
6' 1' RECESS FOR
SAD -TRACK
w FINISH FLOOR
a:
>
a'
1 O SLAB AT S. G. D.
SCALE:
(2) b RFBAR ON C44AIR6
2-STORY
(3) b REBAR ON CHAIRS
'el) IS REBAR VERTICALLY W/ CONc.
POUR CELL
GEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
a' GMu
1/2' GYP. WL. DD
3A NOT USED _
lm
u
a n
. a Mr F. W/ 6'x6' WAXWIAO U LM
-MIL POLY E114YLENE VAPOR
° TARDER ON WELL -COMPACTED CLEAN
FILL TERMITE TREATMENT SHALL DE
-CARE
W (2) b R ON CHAIRS
a
GARAGE STEP—UP
2—STORY L.B.W.
W NO UPLIFT
c E ENDED FOOTING
SCALE, I!1'=1'-m'
/--- RECESS FOR
GARAGE DOOR
A
6-MIL POLY ETHYLENE VAPOR FETARDER ON
WLL-COMPACTED CLEAN FILL TEF>!`IITE
TREATMENT SHALL BE BORA-CARE
(u b REBAR ON OHAIRS
11 GARAGE DOOR FOOTING
SCALE: iQ'•I'-®' _
SHOWER RECESS FOOTF1
GROUTED BOND BEAM
71E VERTICAL RADAR
70 HORIZONTAL
WDAR W/ 10' HOOK TIE VERTICAL R
CoROUTED BAD ° , ro HORIZONT �0114
REBAR W/ 10,
4 �, VAR— E8 f ELEV• '�
zon
a
C a
Z WOOD BABE E .
L a w l 4' CONIC, MIFF. W/ 6'xb' WIAXWIAO UU M y NOT USED c z o ON 6-MIL POLY ETHYLENE VAPOR
RETARDER ON DELL -COMPACTED CLEAN
0 FILL TERMITE TREATMENT SHALL BE
n I) I BORq-CARE s TIE I
t0 4
t2) b REDAR • Y - We
(3) b MBAR • 2-STO 2-STORY J z I
° as OUTSIDE REBAR TO BE L i' PVC CHASE 11-R1 FOOTING
�• ,�•. r CONTINUOUS L
[U b VEIQ'T. DOUEL a in OU
ea I LAPPED WU BOND BEAM '.
(U b REBAR AT C•ORNERB Eo I -STORY
W/ 26' LAP MIN. m U 4" a" 4" (2) b REDAR ON CHAIRS
2-STORY
aP 4" l3)bREEAlON04AIRS HORIZONTAL/VERTICAL
PIPE THROUGH E REINFORCING
B REBAR LAP AT FOOTING TYP. REBAR LAP 1-STORY FOOTING
BGALE.Irz'=1'-• AT LINTEL CORNERS D W BLOCK WALL
G+
_lll
. -0
ALL ]EXrr]ERIOR FOOT=(-ZS Arr F'INIS]FI SLAB'S rro ]R= MIN. 12" BELOW UNIDISTUR]BEEID SOIL
h
0§ 1
IREDAR s+ `• . I"
HOOK
Lj
`^ U
BOND BEAM
FIN FLIT
°R(ICAL REB.A'
)RIZONTAL
R W/ 10' HOOK
/HORIZONTAL/VERTICAL
REINFORCING AT
F BEARING CHANGE
SCALE: -®
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
KEN
w
W
U
W
t
ti
F
0.
U
h
W
A
F
Q
ti
stmDIV. dt LOT:
CREEKSIDE
LOT# 31
PROJECT#
4312.000 031R1
MODEL:
4EBB
"1828—CALI"
GARAGE OWING:
RIGHT
PAGE:
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
160 MPH EXP. C
ARCHITECT
STATE
^OF FLONDA
DATE: 5 /1 O /18
S SCALE: i/r=1'—O"
8HEET
Di
File C'oAy
FIBERGLASS SHINGLE"
OVER 030 FELT PAPEf
INSTALLED PER FBCf
RR905.1.1 ON �r." O.S.E
SHEATHING OR I" CD:
PLYWOOD SECURE!
PER FASTENEf
SGHEDUL'
PRE-ENG TRUSS
MTL. DRIP EDGE
2x4 OR 2x6 FASCIA PER
ELEVATIONS
VENTED ALUM. SOFFIT
EMBED. STRAP VERIFY
W/ TRUSS PLAN
5/6" THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
1—STORY
BLOCK WALL
SCALE: 3/4"
NEE ENERGY CODE FORMS FOR
"ISULATION R-VALUES
GYPSUM BOARD OR �" HIGH
TRENGTH CLG. BOARD
CNC. FILLED LINTEL BLK W/ (1)
RE54R CONTINUOUS
RECAST LINTEL
EE ENERGY CODE FORMS FOR
SULATION R-VALUES
,".INDOW ATTACHMENT AS PER
MANUFACTURES 5PEGIFICATION5
PRECAST SILL
(1) "5 REBAR VERTICALLY W/
GONG. POURED CELL
Ix2 P.T. FURRING STRIPS a 16" O.C.
8' CMU
1/2' GYP. WL. BD.
WOOD BASE
F1 5ERGsLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER F5CR
RRS05.1.1 ON a" 0.5.5.
SHEATHING 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/D3)
2X6 P.T. SECURED TO
MASONRY w/ I/Vx9" A.B.
w/ 2" DIA. WASHERS, -t"
MIN. EMBEDMENT WITHIN
8' OF EA. END, 32" O.G.
MAX IN FIELD.
CONC. FILLED LINTEL
BLK. W/ (1) "5 RE5AR
CONTINUOUS
PRECAST LINTEL
5/8" THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
(I) S REBAR
VERTICALLY W/ GONG.
POURED CELL
all CMU
11-011
TYP.
o.H.
N
1—STORY �o
GABLE BLOCK~
� WALL
5GALI=: 3/4" = I' -0"
2x4 BLOCKING BETWEEN TRUSSES
At FIRST FIVE BAYS 4'-0" O.0
(AT SHEATHING SEAMS)
STIFFBACK AT ALL UPRIGHTS
OVER 4'-10" HIGH (SEE SEALED
ENG. FOR SIZE AND CONDITION)
PRE-ENG WD. TRUSS 24" O.C.
MAX.
2x4 At RUN SECURED W/
(2)12 E
(2) 12d'6 a EACH TRUSS
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
5/8" GYPSUM BOARD OR 1/2"
HIGH STRENGTH CLG. BOARD
IX2 FIRE -SLOP
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
I PRE -CAST GONG. SILL
p . Ix2 P.T. FURRING STRIPS m 24" O.C.
1/2" GYP. WL. BD.
�— WOOD BASE
2x4a
SECURE r0 BLOCK W/ �/4'
2X4a
2x4s
TAPCONS OR DRIVE PIN
SEcuRE TO BLOCK W/ 54'
SECuRE TO BLOCK wW4
CMIN, SHANK SIZE .148
TAPGONS OR DRIVE PIN
TAPCONS OR DRIVE PIN
(MIN. BFFANK GIVE
MIN. HEAD 612E -400
(MIN. SHANK 612E .148
.145
MIN' HEAP SIZE 300
MIN. EMBEDMENT I Y4)
WITHIN 8' OF EACH END 4
MIN. HEAD 612E Soo
MIN. EMBEDMENT I Ya')
MIN. EMBEDMENT I Y4') NOTE, STRUCTURAL 2X MUST BE
B' G`0.J
14 DRYWALL
18' O.C. MAX SPACING,
NOTE: 9TRJCTURAL 2X MUST BE
ON OUTSIDE 1 SECURED THROUGH
W THIN B' OF EACH END 4
NOTE: STRUCTURAL 2X MUST BE
ON OUTSIDE 4 SECURED
WITHIN W OF EACH END 4 ON OUTSIDE 4 SECURED
18' OL. MAX PAGING
PX4' OR 1'XU' P.T. NAILER
2%6!
6ECU� t0 BLOCK W/2-'14'
NON-STRUCTURAL. 'No' TAPGGN
b' O.C. MAX BPACNG.
2XOm
THROUGH NON-STRUCTURAL i4'
THROUGH NON-STRUCTURAL ''
2X6: I-Y4 EMBEDMENT
IX4 P.T. OR 9'4'X4' MIN.
TAPCONS OR DRIVE PIN
MIN I-Y4 EMBEDMENT N70
SECURE TO BLOCK
TAPCON MIN. IA' EMBEDMENT
8ECUM TO BLOCK MTO 15 �
❑
SECURE THRU FRAME 1
(MIN. SHANK SIZE A40
B_OCK
WR-%' TAPCONS OR
INTO BLCJLIC
WA-I/4' rAPGONS OR
❑
EXTEND I-Ya' INTO BLOCK
ul/ j4' 7APCONS OR DRIVE
MIN. HEAD 812E 300
MIN. EMBEpMENT 1 Y4')
CMU
DRIVE PIN
(MIN. SHANK 612E .145
DRIVE PIN
SPANK STYE .148
' CMu
(MIN. SHANK 912E
WITHIN V 0- EACH END 4
DRYWALL
'X4' OR I'X2' P.T. NAILER
MIN. HEAD SIZE 300
8' Cm
4'
MINL
MIN. HEAP SIZE 300
MIN. EMBEDMENT I Y4)
, pR,T,wal L
.145
MIN. HEAD 612E 300
18' O.C. MAX PACING.
2X8,®
❑
MIN. EMBEDMENT 1 Y4')
WITHIN V OF EACH END 4
❑
OR
'X4' OR I'X)' P.T. NAILER
IS' HIN W OL. MAX SPACING:. EACP END 1
I'X4' oR I'X2' P.r. NAILER
MIN. EMBEDMENT 1-,Y4
SECURE TO BLOCK U)/U-84'
Ni Ob.B. X 4' MIN.
Is, O.C. MAX SPACING.
WITHIN B' OF EACH END 1
TAPCCNS OR DRIVE PN
2Xbdm
2X8�
V4. O'S.B. X 4' MIN.
18' O.C. MAX PAGING
DOOR CASINGS
(MI 0HA4C 612E .14b
DOOR CASING
SECURE 70 BLOCK W/4-�li'
DOOR CASING
SECURE TO BLOCK W/I-1/4'
TAPCONS OR DRIVE PIN
DOOR CASING
DOOR JAMB OR WINDOW
MIN. HEAD SIZE 300
MIN. EMBEDMENT I YEN
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
TAPGON6 OR DRIVE PM
(MIN. SHANK SIZE .145
DOOR JAMB OR WINDOW
(MIN. SHANK SIZE J45
DOOR JAMB OR WINDOW
MANUrA TU 2X PER
MANUFAC7UIE8 DETAILS.
WITHIN 8' OF EACH END 1
IB' OG. MAX PAGINCx
MANLFAGTUR`=6 DETAILS.
MIN. HEAD 612E 300
MIN. EMBEDMENT I Y4)
ATTACH TO 2X PER
MAWFAGTLLRE6 DETAILS.
MIN, HEAP SIZE 300 ATTACH TO 2X PER
MIN. EMBEDMENT I Y4) MANUFAGTURE6 DETAILS.
NOTE: SHIM AS NEEDED t0 PLUMB
NOTE: 84'T
AS NEEDED TO I'l lt1B
WITHIN V OF EACH END 4
18' OG. MAX PACINGx
NOTE: 8HI1't AS NEEDED TO PLUMB
WITHIN V OF EACH END 4 , SHIM AS NEd7ED To PLUME
HI NIEMM TO
18' O.C. MAx PACING.
JAMB (DO NOT ExCEEDY.')
JAMB (DO
NOT EXCEED A1)
JAMB (DO NOT Exmro 4')
JATB [ NOT
DOOR JAMB TO BLACK +3/4 OR +6/4
DOCI JAMB
TO HIACK +1-16/isl"
DOOR JAMB TO BLOCK +3"
DOOR JAMB TO BLOCK +3-7/18"
A WDiDOW TO BLOCK +3/4 OR +6/4
C W TO BLOCK +1-16 8
�1�83 'm
r WINDOW TO BLOCK +3"
r, WWOW TO BLACK +3-7/16"
`%sG E: 3/8'-I'-0'
-0
SCALE: 3/e'=I'-0'
�f E:
2X4s1
2X4:-
SECURE TO BLOCK W/ i4'
SECURE r0 BLOCK W/
TAPCONS OR DRIVE PIN'
SECURE TO BLOCK W/Y4'
TAPCONS OR DRIVE PIN
TAPCONS OR DRIVE PINN
(MIN. SHANC SIZE J46
TAPCCNS OR DRIVE PIN
(MIN. SFIAIVIG SIZE .14b
(MIN. SHANK fiIYE
MIX HEAD SIZE 300
(MIN L SPANK SIZE .145
MIN. HEAD SIZE 300
.145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4) WITHIN
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4) WITHIN
V OF EACH END 4 IV O.G.
MIN. EMBEDMENT I Y4') WITHIN
OZ.
V OF EACH END 4 18' OG.
MAX SPACING.
NOTE: STRUCTURAL 2X MUST
MIN. EMBEDMENT I Y4 )
WITHIN 8' of EACH END 4 NOTE: STRUCTURAL 2X MUST
MAX PACING.
V OF EACH END 4 10'
MAX SPACING.
NOTE: 2X MUST
2X6:m
� � AUTSIDE 1 SECURED
IV O.G. MAX SPACING. IE ON OUTSIDE 4 SECURED
2X6:m
2X641e
44I_
OUTSIDE
BE ON WTSIpE 4 SECURED
SECURE 70 BLOCK34'
THROUGH NON-STRUCTURAL
2X6 THROUGH NON-STRUCTURAL
SECURE TO BLOCK Iva-�1 ,
SECURE TO BLOCK WR-')4'
%' TAGH NON-STRUCTURAL 1,V4' 4L
I-B
TAPCONB OR
7APGON MIN. B
EMBEDMENT
EMBEDMENT INTO BLOCK
TAPGON MN. 1-B
BEGUR'e 70 BLOCK WA-I/4' EMBEDMENT
EMBEDMENT INTO BLOCK
TAPGONS OR DRIVE PIN
TAPCONS OR DRIVE PIN
INTO
EMBEDMENT INTO BLOCK
DRIVE
DRIVE PIN
TAPCCNB OR DRIVE PIN
(MIN. SHANK 817E .145
(MIN. SHANK SIZE .146
(MIN. SHANK SIZE .146
(MN. SHANK 61YE .145
MIN. HEAD SIZE 300
MIN. HEAD SIZE 300
MN. HEAD SIZE 300
6, CMU
MX HEAD SIZE 300
MIN. EMBEDMENT I Y4 >
MIN. EMBEDMENT t Y4) WITHIN
S, GMU
MIN. EMBEDMENT 141)
y), pRYWALI
MX EMBEDMENT I Y4)
8' GMU
RBITHIN V OF EAC14 END ' O.G MAX PACNG. 4
B' CMU
8' Q= EACH END a I8' o.C.
WITHINj�:®• AX PACING.
ILER
HIN W 0- 0,4C44 END 4
IT MAX
I.—
K' DRYWALL
MAX PAGING
IY�'X4' OR I'k2' P.T. NAILER
y
2ND'2XRSE,CURE TO
SPACING.
❑
OR I'X2' P.T. NAILER
yxg:m
❑
I'X4' aIQ I'X2' P.T. NAILER
CASING
2X8�
6ECLLRE TO BLOCK W/U '�(►
GAbING
SECURE TO BLOCK
67RUGTUR.4L MEMBER
SECURE t0 BLOCK W/I-1/4'
' P.T. X 4' MIN.
TAPCONS OR DRIVE PIN
SECURE TO BLOCK W/2-V*'7EA=14
TAPCONS OR DRIVE PIN
U!/U_�{p' TAPCONS oR
W/(2)I2d WITHIN V OP EACH
ENp 1 6' TO 8' O.G. MAX
TAPCONS OR DRIVE PIN
OOR CASING
(MIN. SHANK BITE .145
MIN. HEAD SIZE 300
JAMB OR WINDOW
(MIN. SHANK SIZE .143
MIN. HEAD SIZE 300
0
DOOR JAMB OR WINDOW
DRIVE PIN
(MIN. SHANK SIZE.145
MIN. HEAD SIZE 300
CASING
DOOR JAMB OR WINDOW
lMN. SFIANIIC 612E .148
MIN. HEAD SIZE 300
DOOR JAMB WINDOW
V OF p 4 18 pr I
10 2X PER
MINL EMBEDMENT I Y4) WI1%N
Or-
t TO 2X PER
MN. EMBEDMENT I Y49
TTACH TO 2X PER
MIN. EMBEDMENT 1114,
WITHIN V OF EACH END 4
X
ATTACH TO 2X PER
EACH E
MANUFACTURES DETAILS.
V OP EACH END 4 IW
MAX PACING—
MANUFACTURES DETAILS.
WITHIN V OF EACH END 4
MANUFACTURES DETAILS.
IV O.G. MAX SPAVWG A&PACTURES DETAILS.
MAX SPACING
. SHIM AS NEEDED TO PLUMB
NOT£, SHIM A8 NEEDED TO PLUMB
18' 0.G. MAX SPACING. NOTE,
SHIM AS NEEDED TO PLUMB
NOTE: 814IM AS NEEDED TO PLUMB
JA1B (DO NOT EXCEED Y4)
JAMB (DO NOT EXCMD V)
JAMB (DO NOT EXCEED 49
JAMB (DO NOT EXCEED V)
B' cm
1S' DRYWALL
1'X4' OR I'X2' P.T. NAILER
❑ IX4 Pt. OR °Y4k4' MIN. SECURE THRU
FRAM£ t EMEND I Y<' INTO BLOCK W/
14' TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EM DMENT I-&
WITHIN V OF EACH END 4 18' O.G. MAX
PACING
CASING
JAMB OR WINDOW
H TO IX PER MANUFACTURES
NOTE: 614IM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED Ya )
DOOR JAMB TO BLACK +9 4 OR +6/4
T 11INDOw TO BLOCK +3/ OR +6/4
DOOR SAME TO HT1)CK +1-1//2' �ppR
JA1[B TO BLOCK +2 �.
DOOR JAB TO BLOCK +3"
DOOR JAMB TO BLOCK +3 3/4"
-r
/v1 WINDOW TO HIACK +1-1/2" ii�1
"
WBLDOW TO BLOCK +2 1 4
�L1 AINDOW TO BLOCK +3"
iuul WDiL70W TO BLACK +3 3/4"
(m
SCALE= 3/B'•I'-0' 6C
3/8'=I'-0'
SCALE: 3/8'•I'-0'
LJ 6GALE: 3/8'=I'-0'
FASTENER SCHEC7ULE
NAIL
REQUIREIMENTS
TOP CORD BLOCKING AT 4'
�O
ROOF DIAPH¢AGM
USE 1/16" OS.B. OR 1/2' CDX PLY WITH "8 RING SHANK GUN NAILS AT
4' O.C. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN
NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS • 4' O.G.
SIZE
HEAD
LENGTH
DIA.
TENSILE STR.
Sd
ROUNDJ"IODINED
11/8"
.113
110000
OR T
10d
ROLND)MODIFIED
21/8'
'128
110000
OR T
O.G. MAX. IN FIRST 2 FRAMING NOTE - TYP. EXT. SHEATHING ATTACHMENT
SPACES AT EACH END. FOR SHEAR 4 UPLIFT (OS$. TO BE STRLIGTUR4L N u
RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE z
ROOF SHEATHING NOT REQUIRED EXCEPT ®OPENINGS n
EXTERIOR SHEATHING
NOTE. NAILSEMBERAOr INT.
APL M MN :GL 4 700MEMBER
USE 1/1' CDX OR 1/16' 065 PLY WITH 08 RING SHANK GUN NAILS AT 6i'
I. 0.113 INCH NOMINAL SHANK DIAMETER
?
O.G. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.C. TOP t
Q
BOTTOM PANEL AND "8 RING SHANK GUN NAILS AT 6' O.C_ AT
2. RING DIAMETER OF 0Ja12 OVER SHANK DIAMETER
INTERMEDIATE SUPPORTS OR 1/16' ZIP SHEATHING SYSTEM
3. 16 TO 20 RINGS PER INCH
3
m
ROOF 5�4EATI4ING LA`rOUT
(INSTALLED PER MANUF. SPECS). SEE DETAIL.
4. 0280 INCH FULL ROUND HEAD DIAMETER
NOTE: -RING SHANK GUN NAILS SHALL BE PERMIrMp AS AN
5. 2 INCH NAIL LENGTH
4I V 1� �lJ 1 V
AND D EN RID I TALL 5RAG ING
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
-ROOF DESIGN PRESSURE BASED ON WORST CASE
BUILDING LENGTH
FOR GzABLE ENP ERA(" ING
0�tnl A=lam ❑ro Vi 11= m
•3 RING SHANK 311N NAILS a 4' OG_
TOP E BOTTOM EDGES
FIBERGLASS SHINGLES OVER
I'30 FELT PAPER INSTALLED
PER FBCR RR905.1.1 ON 1," O S.B
S1.1
SHEATHING OR" GDX
PLYWOOD SECURED PER
FASTENER SCHEDULE 1-0
TYF.
O.H.
MTL. DRIP EDGE U I
2x4 OR fo FASCIA PER J
ELEVATIONS
VENTED A M. SOFFIT
STIFF$AC T ALL
UPRIGHTS OVER '-10"
HIGH (SEE SEALED G.
FOR SIZE 4 CONDITIO
O.S.B. SHEATHING OR }' CD
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET 7.>2
OR 1/16" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
1/8" THICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
EXPANDED GALV'D METAL LATH
ON FORTIFIBER JUM50TEX GRADE
'D" PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
OR "1/16" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
WEEP SCREED
(SEE DETAIL -t/WA2
SECURE GABLE to 2x6 P.T.
PLATE W/ 12d's 8' O.G. MAX
SECURE 2x6 PT. PLATE TO 5L /
j"x9" ANCHOR BOLT W/ 2' W ER
SET IN SIMPSON HIGH St NGTH
EPDXY 1" EMBED. MIN 32" OC
MAX.
5/B" THICK, 3 CO PORTLAND /
CEMENT PL TER APPLIED
DIREC Y TO MASONRY z 7
1— ORY GABLE "
VAULT CLG.
LO C K WALL
C
2X6 P.T. SECURED TO
MASONRY w/ I/2'x13' A.B. w/
2" PIA. WASHERS, 1" MIN.
EMBEDMENT WITHIN 8' OF
EA. END, 32" O.G. MAX IN
FIELD.
MB 2' DECK SCREWS s go '-a'
O.G. MAX • EDGES t 12' O.G.
MAX IN FIELD. UNTHREADED
SHANK TO EXTEND BEYOND'
THICKNE85 OF SUB -FLOOR
SHEATHING
TYP. 3/4" T4G SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
2x4 BLOCKING BETWEEN TRUSSES
WHERE "X" BRACING IS PRESENT
PRE-ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED /
(2) 12d's a EACH TRUSS
TO 5E INSTALLED a MID. DINT
OF TRUSS SPAN, OR I V - " O G
MAX.
SEE ENERGY C E FORMS FOR
INSULATION R- ALUES
R30ARD OR i" HIGH
CLG. BOARD
\_r2xAILER
24" O.C. ® INTERIOR KNEE
� 0< 7 % WALL
CONC. FILLED LINTEL BLK W/ (1)
a� 05 REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRECAST SILL
(1) S REBAR VERTICALLY W/
GONG. POURED CELL
Ix2 P.T. FURRING STRIPS a 16" O.G.
CMU
1 " GYP. WL. BD.
NOTE:
PER F5CR R905.1.1 - E=OR ROOF SLO S 2:12 TO
LESS THAN 4:12, A (2) LAYER UNDERLA ENT
SYSTEM IS REQUIRED. FOR ROOF SLOPE
4:12 OR GREATER, (1) LAYER UNDERLAYi" 1E IS
PERMITTED BUT MUST 5E PER ASTM D22ro TY
II, ASTM D 4869 TYPE IV, OR ASTM D 615-1
IX4 DIAGONAL BTM.
CHORD BRACINGs.
SEE PLAN FOR
LOCATION
PRE-ENG'D WOOD
TRUSS (TYP) im 24'
O.C. MAX
SIMPSON
0 HETA-16
(TYP) VERIFY
TW/ TRUSS PLAN
CONC. POURED
LINTEL COURSE
IX4 SYP LATERAL
RE-INFORCING 3W O.C.
MAX ® TRUSS BTM.
CHORD, SECURE W/(3) 10d
NAILS 6 EA. TRUSS
CHORD
GABLE END BRACING
5AALE: 1/2" =1' -O"
�08 RING SHANK GUN NAILS
® 6' O.G. IN FIELD
TTF'. EXT. 6HEATHINICT ATTACHMENT FOR ROOF
SHEATHING (O.8.B. TO BE STRUCTURAL GRADE)
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
11111140 AA #: 0003325
F
W
y
rw
U
w
1.
0
F
4
w
A
h
A
ti
stnmrV. da LOT:
CREEKSIDE
LOT# 31
PROJECT#
idODEL:
4EBB
"1828—CALI"
RIGHT
PAGE:
SHINGLE MONO.
SECTIONS &
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
Y.
5 /10 /18
SCALE:1/4"=1'-0"
SHEET
E
File Copy -_
15ERGLAS5 SHINGLES
VER *30 FELT PAPER
STALLED PER FBCR
R905.1.1 ON r" O.S.B.
iH\14R }" CDX
ECURED
STENER
HEDULE
D.TRUSS
.C. MAX.
P EDGE
2FASCIA
VATIONS
VENTED ALUM.`SOFFIT
1/2" CDX OR -1/16" dZ515
SECURE TO WALL III
FASTENER SCHEDU
ON SHEET
OR 1/16' ZI
SHEATHING SYSTEM
( INSTALLED PER
MANUF. SPECS.)
1/8" THICK, 3 COAT
CEMENT PLASTER
APPLIED t0 METAL
LATH OVER 2 LAYERS
OF GRADE "D"
BUILDING PAPER OR
PAPER BACKED LATH
OVER AN APPROVED
HOUSE WRAP
DETAIL 15/1
CONC. FILLED LINTEL
BLK. W/ (1) *5 REBAR
CONTINUOUS
5/8" THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO
2—STORY
WALL
SECTION
SCALE: 3/4" = I' -0"
OVER *30 FELT PAPER
INSTALLED PER FBCR
RR905.1.1 ON J' O.S.B.
SHEATHING OR �" CDX
PLYWOOD SECURED
PER FASTENER
SCHEDULE
MTL. DRIP EDGE._ 10
2X4 OR 2X6 FASCIA)
PER ELEVATIONS
SECURED W/ (3) 12c1
NAILS
1/2" CDX OR 1/16' OSB
SECURE TO WALL PER
FASTENER SCHEDULE
ON SHEET 02
OR 1/Iro" ZIP SHEATHING
SYSTEM (INSTALLED PER
MANUF. SPECS.)
WEEP SCREED, SEE —
DETAIL -15, SHEET WA2
2X6 P.T. SECURE W/-
1/2"X9' ANCHOR
BOLT 32" O.G. MAX.
NAIL GABLE TO 2X6
W/ 126 NAILS 6" O.G.
MAX.
SECURE TO
TRUSS W/
(2) 12d
NAILS
FIBS LASS SHINGLES OVER
EMBED. STRA
*30 LT PAPER INSTALLED
VERIFY W/ T SS
PE FBCR RR905.1.1 ON �"
PLAN
O.S.B. EATHZ OR ? GDX
PLY OD SECURED PER
F TENER SCHEDULE
SEE ENERGY CODE ORMS
MTL. P IP EDGE
FOR INSULATION R ALUE5
2X4 OR 2X6 ASCIA
5/5" GYPSUM BO OR 1/2"
PER ELEV TIONS
HIGH STRENGTH LG. BOARD
DOUBLE TOP P ATE
VENTED ALUM. IT
WINDOW HEAP R SIZE VARIES
1/2" CpX OR -I/16"
PER WINDOW PENING SEE
SECURE TO WALL R
HEADER SP CHART FOR
FASTENER SCHEDUL
DETAILS
ON SHEET D
WINDOW ACHMENT AS PER
OR 1/16" ZIP
MANUFA URES SPECIFICATIONS
SHEATHING SYSTEM
WINDOW ILL
(INSTALLED PER
2X6 ST pS a 16" O.G. MAX W/
MANUF. SPECS)
INSUL. SEE ENERGY CODE
FO FOR INSULATION
V LUES
/8" THICK, 3 COAT
4 G SUBFLOOR GLUED AND
CEMENT PLASTER
REWED AS PER FASTENER
APPLIED t0 METAL
HEDULE ON SHEET D2
LATH OVER 2 LAYERS
PRE-ENG Fl-OOR TRUSS
(INSTALL PER Mi SPECS.)
j" GTPSUM BOARD OR J' HIGH
STRENGTH GLG. BOARD
IX2 NAILER/DRAFT STOP
- SEE ENERGY CODE FORMS
FOR INSULATION R-VAI
PRECAST LINTEL
WI OW ATTACHMENT AS PER
MA FACTURES SPECIFICATIONS
PRE AST CONCRETE SILL
(1) *5 BAR VERTICALLY
lU/ CON POURED CELL
Ix2 P.T. FU RING
STRIPS a " O.G.
8' CMU
1/2" GYP. WI
WOOD SASE
0' -011
FIN. FLR
OF GRADE 'D°
BUILDING PAPER OR
PAPER BACKED LATH
OVER AN APPROVED
HOUSE WRAP
DETAIL 7B/W1
5/8" THICK, 3 OAT
PORTLAND 9EMENT
PLASTER Afli
DIRSECTLT TO
2—STORY
WALL
SECTION
SCALE: 3/4" =1' -0°
2x4 BLOCKING BET
TRUSSES AT FIRST I
BAYS 4'-0" O.G. (A
Sul=ATHING SEAMS)
PRE-ENG PD.tRUSS
I
. 2x4 RAT N SECURED
12d's a CH TRUSS
NERGY ODE FORMS FOR
ATION -VALUES
GYPS BOARD OR
IGH RENGTH GLG.
RDL TOP PLATE
O HEADER SIZE VARIES
NDOW OPENING SEE
ER SPAN CHART FOR
ILSOW ATTACHMENT AS PER
FACTURES SPECIFICATIONS
OW SILL
2x6 STUDS m 16" O.G. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
T 4 G SUBFLOOR GLUED AND
SCREWED AS PER FASTENER
SCHEDULE ON SHEET D2
OL PRE-ENG FLOOR TRUSS
( INSTALL PER MFG. SPECS.)
I" GYPSUM BOARD OR J'
HIGH STRENGTH CLG. BOARD
p<441/ IX2 NAILER/DRAFT STOP
GONG. FILLED LINTEL BLK W/
(1) *5 RE5AR CONTINUOUS
EE ENERGY CODE FORMS
R INSULATION R-VALUES
P CAST LINTEL
WIND ATTACHMENT AS PER
MANUF CTURES SPECIFICATIONS
PRE-G T CONCRETE SILL
(1) *5 RE R VERTICALLY
W/ CONC. RED CELL
Ix2 P.T. PURR
STRIPS Q 24" C.
8' CMU
1/2' GYP. WL. BD.
WOOD BASE
FIENRIGLAS5 SHINGLES OVER
*30 FELT PAPER (OR
APP OVED EQUIVALENT) ON
O.S.B.\ORxro
OR CDX
PLRED PER
SCHEDULE
NG TRUSS
RIP EDGE
SUB-BANDEVATIONS
UrI SOFFIT
1000* OF
ONNEC7
2SYP
D TOF
ZIP SI-I THINCs -�
SYSTEM NSTALLED
PER MAN . SPECS.)
OR
WALL
SHEATHING
2x8 SYP *2
WOOD STUDS
AT 12" O.C. MAX
2x8 P.T. SYP *2
SOLE PLATE
0
z
ul
yO
V
WEEP SCREED PER
ASTI"I 926-C 4 10�o3-C
)
-1 Q
(SEE DETAIL 2/D3 ��••//
Z LU
v z
*5 RE5AR m 16
Z w
O.G. MAX, IN
w
CONCRETE
ly z
POURED C L,
op
VERIFY P
PLAN.
OD
O O
R-4.1
cr) U
INS LATION
73 ca
wAz�
z
(N
Q
A Willi' ) '-0'
eT— p FLR. F
LLCTIONOD
FRAME TO
LOCK WALL m o
PRE-ENG GABLE TRUSS
no=ems way * irlli >=v
OVER *30 FELT PAPER
�SPF gtIFFBACK IEEE SEALD TRUSS
INSTALLED PER FBCR
ENG. PACK FOR SIZE 4 CONNECTION)
RR905.1.1 ON " O.S.B.
Si BLOCKING 5ETWEEN
SHEATHING OR }" CDX
,_2x4
TRUSSES AT FIRST (5) SAYS 4'-0'
PLYWOOD SECURED
O.C. (AT SHEATHING SEAMS)
PER FASTENER
NOTE-
SCHEDULE
DIAGONAL BRACE 6
MTL. DRIP EDGE
S
PRE-ENG Wp. tRU 24°
CENTER OF TRUSS SPAN OR
2X4 OR 2X6 FASCIA
O.G. MAX.
HIGHEST RIDGE. DIAGONAL
PER ELEVATIONS
BRACE TO BE a ANY SPAN
SECURED W/ (3) 12d
15'-0' OR GREATER. REFER
NAILS
TO TRUSS ENG. FOR
`SEE FASTENER
APPITIONAL HORIZONTAL
SCHEDULE ON SHEET
TRUSS REINFORCEMENT.
D2 FOR SHEATHING
FASTENER PATTERN
0'-0" TO 30'-0' (1)
1/2' CDX OR /I0" 055
X-BRACE
CURE TO WALL PER
30'-1' TO 60'-0' (3)
FASTENER SCHEDULE
X-BRACE (I) X-BRACE
ON SHEET D2
Q Y r';sv< `J
m CENTER AND (2)
-1/16' ZIP SHEATHING
CONT. 2x4 Sill RAT RUN SECURED W/
BRACE DIVIDED
EQUALY FROM CENTER
SYSTEM (INSTALLED PER
ANUF, SPECS.)
(2) 12d's 6 EACH TRUSS
TO END
2X4 W/ 3/5' X 5 LAG
(2) 2x4 *2 S.Y.P. DIAGONAL BRACE W/
GABLE
632" O.G. MAX. OR
SIMPSON MSTA-24
(3) 12d's 0 EACH TRUSS DIAGONAL
a
X-BRACING TO COVER 5-TRU55ES ''r
X— BRACING
32' O.C. MAX.
5/8' GYll BOARD OR 1/2" HIGH
SCALE: 3/4 - - 0
DBL TOP PLATE
STRENGTH CLG. BOARD
-1
2X STUD 16' O.C. MAX.
PROVIDE EAVE
BAFFLE OVER THE TOP
OF INSULATION FOR
CLEAR VENTILATION /
PER F5EC R402.2.3
EE ENERGY CC
�R INSULATION
GYPSUM BO
IGH STRENGT
IOARD
IMPSON
1P2 E
XS STU
v FORMS
-VALUES.
OF
GLG.
" RY WALL
DIA ANCHOR BOLT
AT IF " O.G. MAX WITH -1"
EMBEDMENT AND 2"
DIA. WASHER
SIMPSON SPI
m EA. 2x8
STUD
(1) COURSE TIE -BEAM
POURED SOLID WITH
CONCRETE. (1) *5
REBAR HORIZONTALLY
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
_ SPECIFICATIONS
PRECAST SILL
ZIP SHEATWNG SYSTEM
(INSTALLED PER MANUF.
SPECS.) OR
WOOD SHEATHING
LURE, LAYER *I,
STUCCO WRAP
WRB LAYER *2, FORTIFIBER
BUILDING PAPER
METAL LATH
FASTEN TO WOOD STRUCTURAL
MEMBER 0 T O.G. MAX
1/8' TEXTURED
FINISH a WOOD
"M" TYPE CONTROL JOINT
FRAME TO BLOCK
=" CONNECTION SEE DETAIL
6' METAL LATH STRIP
6' WIDE STRIP SELF
^ADHESIVE FLASHING, GLEAN
MASONRY BEFORE APPLYING
TEXTURED
FINISH a MASONRY
8' CMU
VERTICAL CONTROL
BETWEEN DISSIMILAR
4 ATERIALS
SCALE: N.T.S.
" T 4 G SUBFLOOR GLUED
ND SCREWED AS PER
FA ENER SCHEDULE ON
SHEET D2
FASTEN 2X4 550N CPi.
CMU) W/ (5) 12d N S
PRE -EN OOR SS—'
( INSTALL EC
2 P.T. FURRING STRIPS
III O.G.
GONG. F I EL BLK W/
8" MU
C1 5 CONTINUOUS
I/2" YP. WL. BD.
�B B O N
(1)04 NTINUOUS RE5AR
FASTENING DET
WOOD SE
6
SCALE: 3/4"=1'-0"
*4 REBA 48" LONG
Li 11 HOOK 24" O.G.,
MIN. 24" IN S 5
ROOF TRUSS UPLIFT
2 ' _ 0 " (� I N
CONNECTOR NOT
IN 5LA5)
SHOWN FOR
CLARITY (SEE
SHOP DWs5.)
W/ (o "xro"
I ...
W1.4XWIAO WWM ON -MIL
EXTERIOR WALL
SHEATHING (SEE
`=
POLY ETHYLENE V POR
NOTES) FASTEN EACH STUD
° a °
RETARDER ON
TO DBL. TOP PLATE
WELL-COMF:ACTED GL AN
W/ USP ell NAIL
PER MANUF. SPECS.
FILL TERMITE TREATME T
I
2'-
SHALL 5E BORA-CARE
SECTION AT TOP
(3) *5 RE5AR CONTINUO
OF EXTERIOR WALL
ON CHAIRS
r (, l
SCALE: NTS
PRE-ENG GABLE TRU55
NOTE:
SPF STIFFBACK (SEE SEALD TRUSS
DIAGONAL BRACE 0
ENG. PACK FOR SIZE 4 CONNECTION)
CENTER OF TRUSS
2x4 Si BLOCKING BETWEEN
SPAN OR HIGHEST
TRUSSES At FIRST (5) BAYS 4'-0'
RIDGE. DIAGONAL
O.G. (AT SHEATHING SEAMS)
BRACE TO BE a ANY
SPAN 15'-0" OR
GREATER. REFER TO
TRUSS ENG. FOR
PRE-ENG RUBS 24'
ADDITIONAL
O.G. MAX.
HORIZONTAL TRUSS
REINFORCEMENT.
SECURE TO
0'-0" TO 30'-0' (1)
TRUSS W/
X-BRACE
(2) 12d
30'-1" TO 60'-0" (3)
NAILS
X-BRACE (1) X-BRAGS
tv CENTER AND (2)
BRACE DIVIDED
EQUALY FROM CENTER
T
F n
TO END
CONT. 2x4 SPF RAT RUN SECURED W/
2—STORY
(2) 12d's 0 EACH TRU55(2)
GABLEEND
2x4 02 61 W/
(3) 2d's m EACHDIAGONAL
DIAGONAL
CROSS
X-BRACING TO COVER 5-TRUSSES BRACING
5/8" GYPSUM BOARD OR 1/2" HIGH
STRENGTH GLG. BOARD
SCALE: 3/4"=I'-0"
XTERIOR WALL STUDE
� WALL 54EATHIt
FASTEN STUD O BLOCK WA
WITH Ur
MS7 STRAP WI
FASTENERS AS sd INSTA
STRAP • EA. E UNO
SPACE STRAP6 AS OU
-1-To MPH 'C': 32
-li0 MPH 'B': 32' C
-160 MPH 'C': 32' C
-130 MPH 'B': 49' C
-140 MPH 'C' 48' C
TOP OF STUD WALL -
SOLE PLATE -
TOP OF _
MASONRY WALL
CMU BLOCK WALL
i-
In-
PLACE STRAPS SPACED
AND FASTENED AS
SHOWN WITH ONE
ADDITIONAL ST AT
EACH WINDOW STUD
CI Od COMMON NAILS
T TUD (0.148 DIA X 1 1/2,
)
STRAPS INSTALLED
OVER WALL SHEATHINCs
--FILL ALL REMAINING STRAP
HOLES W/ 10d NAILS INTO
WOOD BACKING
DO NOT PLACE SCREW IN
TOP HOLE NEAREST TO TOP
OF CMU BLOCK WALL
— CONNECT BOTTOM of
STRAP TO CMU BLOCK WALL
W/ CTI 3/16' DIA. X 1-1/4'
TAPCON MASONRY
XTERIOR STUD WALL CONNECTIO
TO FIRST FLOOR MASONRY WALL
3 sca . Nts
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-774-4078
www.a bdesigngrou p.com
AA #: 0003325
w
U
W
R
0.
W
A
A
�9tJ8gIV.. $ LOT:
CREEKSIDE
LOT# 31
P1ZOd8iCT#
MODEL:
4EBB
"1828—CALI"
RIGHT
PAGE:
SHINGLE MONO.
2—STORY
WALL
SECTIONS & NOTES
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
rIr
JDAATz: 5 /10 /18
BCALM 1/4'=1'-0"
File Copy
TOP PLATE
HOC. MAX
SECURE 2x4 W/ 2-I/4'•
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE J45 MIN.
HEAD SIZE 300 MIN.,
EMBEDMENT I Ya' W/1p v
EA ENp NOT To ExOFIN
2X4 SOLID CKING
9ECUiR T HEATHING
WITH MIN. 2d PER BLK
EA END
*NOTI=: NAIL SNI=ATI-LING TO ALL 2X AS FER EXT. SNEATNING NAILING, ad 4" O.G. MAX 1w r=DCsj=-S 4 ro"-8" O.G. MAX IN THE J--IEL_ )
_ ��.���, /:-: •_ . ,���■I■I II II,IIIIIIIIIIII' fIIII- � ® -, IIIIIIII_ '_
BT.
XTERIOR ARCHWAY
WITH WINDOW
1
1 / SGALE: In' • I'-o'
CLOSED VALLEY FLASHING DETAIL
N.TS.
32, O.G.
4 BOTTC
1n" GLG. OARD
In' DR a
WOOD
UPS Gib,
C, U.O.N.
2X4 CONT.
2X4 WOOD
Sim .
STUDS •16"
BLOCKING
O.G„ U.ON.
MID -WALL
SECURE BT.
1/2
FLATS TO
In' DRYWALL
32' OG.
w! loci MA
EMBE
0
NAIL o 32 O.
MAX
SE
�■+�
'GONG. SLAB
DET I,
YILATION—)eo
S
1ST FLOOR
INT. BEARING W.
(NO UPLIFT)
5P4.32'
MSTA-36 32'
MAX
SP4032' O.G. ryfAX
u
C. MAXJ
c.
1ST FLOOR
INT. BEARII
(W/ UPLIFT
OD ■ 6'-8'
O.G. STAGsEREp
SECURE 2x4 W/ 2-Yo-
TAPCON8 OR DRIVE PIN
(MIN. SHANK SIZE .145 MIN.
HEAD SIZE 300 MIN.
EMBEDMENT I Ya' W/IN V
EA. ETIp NOT
O
ARGHLUA r
18' Z. MAXX
BT. PLATE J
2X4 SOLID BLOCKMG
SECURE TO SHEATHING
In' CPX
WITH MIN. 2-12d PER BLK
EA. END
2 EXTERIOR ARCHWAY
2X4 SECURED TO
GABLE ENG W/(2)1
b'-8' O.G.
r/ifillo-w-40 IMA�m
FRI !
911A
P2B EA \
j7 RAFTER
�2x4R
• 24' O.G.
2x4
FRAMING
(TYP)
G
\FRAMED OVERHANG
V N.tS.
2X4 TOP PLATES "GLG. E
1/2" GLG.
'2X4 CONY.
In" DRYWALL
STRESS
BLOCKING
MID -WALL
SECURE BT.FLAT
TO SLAB W/ 10d
MASONRY NAIL ■
32" O.C. MAX
2X4 PT -
PLATE
CONC.SLAB
TRU88
=I-r- TAL—
TRAGKS, OP t
50T'TC M
In" DRYWAL
2X4 WOOD CHANNEL SHAI°
STUDS 024' STUDS 24' O.G.
OZ. LAYER OF In'
TYPE GYP56M
WALLBOA
Z.
AtTACHE
SIDE o 12AON
UPRIGHT
ONC. SLAB
1ST FLOOR
1ST FLOOR TYP. WALL
W TYP. INT. WALL METAL STUDS
( NON— BRG.) NON— BRG.
7' 8 SCALE: 8C SCALE:I/2'=I'-0"
TRUSS TO WOOD FRAMING
SIIMPSON MT5-12
® D TOP LATE P�-E1S.TRUSS
2 ONT STRESS DBL. 2X TOP PLATE i
1 ID WALL 7/16' OS$.
�Zx 9 Ib' OZ. MAX, OR 1/16' ZIP SHEATHING vN
SYSTEM (INSTALLED PER
MANUF. SPECS-)
4 SUBFLOOR GLUED 2X BLOCKING •
RE14ED AS PER TOP OF In
ER SCHEDULE in' CDX
I FLOOR O
ORTUD2X STUDS 16' O.G- MAX w
SIMPSON MSTA-36 • 32' 2X STM. PLATE
OC. MAX 3/4' FLOOR DECKING
PRE- ENGINEERED
FLOOR GIRDER
PRE-ENG FLOOR TRUSS
DOUBLE TOP PLATE PRE- ENGINEERED
2x CONTINOUS STRESS FLOOR TRUSS
LOCKING MID WALL ( CONTINUOUS SHEATHING TO BEGIN At TOP OF BLK
2 STUDS ■ Ib' O.G. MAX, W/ 1/4" GAP FROM BLK TO OS$.
U.O .
In' P. WL. BD. HORIZONTAL 2X 5.1-P. STRUCTURAL BLOCKING AT
J�SEGU Bt. PLATE t0 ^IE�ETER OF OA5. TO PROVIDE CONT. NAIL PATTERN
SLAB W 'xS" ANCHOR V WMAINING AREA TO BE SHE,4T011E0 MWI T DBL. TOP
BOLT W/ W"HER SET IN PLATE TO HORIZONTAL ♦31.OGKINGs.
SIMPSON STRENGTH ^
EPDXY -1`V
" D. MIN. SHEATHING • TOP OF WOOD FRAMED WALL TO BE
5TAGCsERED MIN. OF IS' FROM 54MT BELOW
�SIMPSON SP4 Q INSTALL ALL SWEETS W/FACE GRAIN PARALLEL
32' O.G. MAX TO STUDS
2—STORY L.B. EXT. WALL SHEATHING
scALE: ln'=r-m' 4
SCALE;
1 _
n
SECURE 2x4 ON
FLAT TO MILK
W/ GUT NAILS.
SIDES:
2X6 GARAGE DOOR BUCK W/ l5)
NX6" A -BOLTS 4' EMBEDMENT MIN. n
W/ 2'X2'XJ6 WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HDR IN JOINTS
PRIOR TO FILLING.
1-2X6 PT BLOCK ® CENTER of
DOOR HEADER WKI) J6'X8' J-BOLTS
® 4' EMBEDMENT W/ 2"X2'A' WASHER J.
AND NUT.
0 INOTES:
ALL ANCHORS SHALL BE IN ACCORDANCE TO
MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE
SUCH INSTRUCTIONS ARE MORE STRINGENT
�-� GARAGE DOOR
/ 3\BUCK ATTACHMENT
SCALE:
CDX PLYWOOD
71
°
PRECAST LINTEL a
a
4
It0 SECURE Cs I °
ED MIN I , L THAN
11 ', WIND T
SI_ TO L. GK
° 4 LOCKS c
a T BLOCK W/ (2)
111x3ON DRIVE PIN
C N ANK SI 145)
C I"fBED. I")
IN 8" OP EACP D AND
1 O.G. MAX SPAGI 1
4° I
CMU W L
A'' ° J .v J
4
=�4
p ° °a I a
_ 4 ° r
p a a
° 4 1a 4
4 a °
° Q°
I^� ARCH WINDOW FRAME
li�lloll—On
E3
Fir
III
TYP. EXTERIOR WINDOW/
DOOR OPENING WD FRAA
SCALE: In' = I' -0'
PRE-ENG TRUSSES W/ TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
DOUBLE TOP PLATE
G LE STUDS s O.C.
S 50N L5T -12 a EA JACK
`�OTUD, BOT IDES OF
/OPENING
2x St S a I6" O.G. MAX W/
5H PING. SPEATPING TO BE
PIN }' OF WINDOW/ DOOR
NING AND SECURE PER
NAILING SCHEDULE
KING STUDS (SEE HEADER
8104N CWART FOR DETAILS
AND SPECIFICATION)
JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY ■ A TIME.
12d NAILS, TWO WITHIN 6'
EACH END t NO MORE
TP 12' O.C. STAGGERED
SP4 H5 • TOP AND
MTT ATE$ m EA FULL
LENGTH 9 BOTH SIDES
OF OPEN
5HEATWING T AP TO
BOTTOM OF NG'D
TRUSS BELOW- THING
MUST NOT BREAK I'- MIN.
FROM 2ND FLR LINE,
-ENG TRUSSES OR
FRAMED RAFTERS
2x RIDGE ONE SIZ RCsER
tHAN RAPt E IZE
MIN. (3) 12d NAILS
MIN. (4) 10d GUN NAILS
2x4 COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN. (3) 12d NAILS OR
MIN. (4) 106 GUN NAILS
2x RAFTERS
Ix8 NAILER SECURE TO TRUSSES
BELOW W/
(2) 12d NAILS OR
(3) 10d GUN NAILS • EA TRUSS
RAFTER TO TRUSS MTS-12
CREATE VOID FOR STRAP
PENETRATION
ROOF DECKING OVER
PRE-ENG TRUSSES
HEADER SIZE PER
SPAN CHART.
TYP. INTERIOR
DOOR OPENING WD
-I- �- SCALE: I/2"=1'-0'
5 R.EBAR VERT. IN
SOLID GROUTED CELL
5/8' THICK 3 COAT
CEMENT PLASTER
APPLIED
DIRECTLY TO
MASONRY
(�-A--)CONV. FRAMED ROOF
SCALE: I n' =1' -0'
PRE-ENG TRUSSES W/ TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
OUBLE TOP PLATE
RIPPLE STUDS o 16' O.G.
MAX
SIMPSON LSTA-12 A. JACK
BOTH 51 OF
PE NG.
2 S 16' O.G. MAX W/
14
RING, SHEATHING TO BE
PIN J' OF WINDOW/ DOOR
OPENING AND SECURE PER
NAILING SCHEDULE
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
i
JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
CK STUD ASSEMBLY TO BE
RED ONE PLY ® A TIME.
�
USE NAILS, TWO WITHIN 6'
"X%
FROM E END i NO MORE
THAN 12' O . TAGGERED
In"x'3' A.B. MIN. i'
EME EDMENMT 8' F CH
END E 32' O.G. MAX.
SP4 OR 145 ■ TOP AND
BOTTOM PLATES ® EA. FULL
LENGTH STUD, BOTH SIDES
OF OPENING.
LINE OF SLAB
CORNER BEAD
SEALANT E
BACKER ROD
\
e' CMU SEE
STRUCTURAL FOR
REINFORCEMENT
—2x6 P.T. LLD
,.
ATTACHED TO FILL
k p ,
CELL AS PER
/ PRODUCT
SPPROVAL StEQ.
FROM MIAMI-DADS
COUNTY
r/j, ;'
WEATHER STRIP
GALv. STEEL
-�7
TRACK BRACKETS
FASTENED TO
WOOD JAMB W/
3/16'xl I/4' LAG
GA-v. STEEL
VERTICAL TRACK
DOOR
SCREWS
BY MAVF
1' MIN
BY OTHERS
FASTENED TO
SLIDE '
TRACK BRACKETS
ROOM
W/1/4'-20x1n'
GARAGE DOOR JAMBS
CARRIAGE BOLTS
13 GALE: In"=1'-0'
AND LOCK NUTS.
Sr
PRE-ENG)t
Tf
MTS-12
05.5.
2X4 DBL.
TOP PLATE
r} O.S.S. SWEAT OR
2
X4 STUDS 16"
CDX PLYWOOD. T D
T
PER FASTENER
T/IS" OSB.
HIT 2
MT5-12
OR 7/16' ZI SHE
SYSTEM ( R
TEXT. FINI6I-4
MANUF.
2x4 NDER
STU SCURE
ETA-16
BETWEEN MAYS W/
PRE-E
(3) 1Td' ACP END
SSRED
MU WALL
2x POLO TOP PLATE
5 � *1 O.G.
MT -12 a EVER STUD
2X4 BT. PLATE
DORMER
KNEE
16
WALL DETAIL
{� ENTR
SCALE:
3/4'=1'-m'
ATTACHMENT
15 SCALE:In'=l'-0'
" 1175 UPLIFT
SIMPSOM PTSM20
W/10 loci TO TRUSS
AND (4) 1/4' x 2 1/4"
TAPCON5 TO CONT
POURED LINTEL
» Iso0 UPLIFT
(2) SIMPSOM H7SM20
INSTALLED ON OPPOSITE
FACES OF BLOCK WALL
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4"
TAPGONS To CONT
-POURED LINTEL
PRE-ENG TRUSS
CONTINUOUS
/- BOND BEAM
TRUSS ANCHOR
� 2 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
F
W
W
U
W
0
F^.
0.
V
W
A
h
q
F
4
SLTHDIV, a, LAY:
CREEKSIDE
LOT# 31
PROJ3ECT#
MODICLs
4EBB
"1828—CALI"
G'ARAGIC SWING:
RIGHT
PAGr:
MISC.
DETAILS
160 MPH EV. C
ARCHITECT:
[STATE OF FLORIDA
DpTZ; 5/10/18
SCALM: 1/r=1'—O"
File �OpY
Planning & Development Services Department
midBuilding
& 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 ) / ( 67 )
Therma-Tru
Smooth Star
FL20461.17
N/A
distance @jamb, 4" each side of transom centerline to
bucking. Fastenerspacing @ 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: 3J16" or 1/4" ITW concrete tapcon
SH Window
(+38) / (-48)
(+50) / (-50)
Ply Gem
Ply Gem 1500
FL16103.1-R9
Non Impact
anchor. 6" max. from corners, 7 1/4" 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 Ultracan 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. 2 1/2" 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) / (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
FL7006.1-1110
shingle placed 6-1/8"above the butt edge, approx. 1" 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
Interwrap
Rhinoftoof U20
FL15216.1-R3
gauge 1'/a" 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
1J4" 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)
pan€.I MFG.
24 GAGE
FL16293-R2
edge distance, 12" o/c max, spacing. Can be headed screw
orall thread but with wing nuts.
Zip System
Install per manufacturers recommended requirements.
Sheathing
Huber
Wall Sheathing
17147-R2
•1 N. RONALD REAGAN BLVD.'
LONGWOOD, FL 32750
PH: 407-774607$
FAX: 407-774,4078
www.abdesigngroup.com
AA #: 0003325 I
F
W
h
W
v
w
0
F
0.
U
W
A
F
A
E•;
etraa=v'. ee LOT:
CREEKSIDE
LOT# 31
PIiOJ>iBCT#
MODEL:
4EBB
"1828—CALL"
GARAC%S. 911IrTQ:
RIGHT
PAGE:
PRODUCT
APPROVALS
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
r
5 /10 /18
19HEET
File C"f"v
NOTE: NOTE:
IF ZIP SI41=ATI41NG SYSTEM IS APPROVED BUILDING WRAP IF ZIP E14EATL41NG SYSTEM 15
INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELF -ADHERING MEMEIRANII
6' S VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE
MANUFACTURERS MANUFACTURERS
ENDS) a b' ®HORIZONTAL LAPS. WRAP MATERIAL) OVER
INSTALLATION PROCEDURES ALL SEAMS NEED TO 5E TAPED LATH VERTICAL LAP TO BE 1" INSTALLATION PROCEDURES APPROVED HOUSE WRAP.
WITH FORt15ER SHEATHING TAPE •� PLASHING TO EXTEND ONTO PIPE
\ 1' OR LESS PIPE `' , 6'X6' SELF -ADHERING MEMBRANE
PENETRATION
PREFORMED CONTROL JOINT �' THICK, 3 COAT CEMENT " "
FLASHING (COMPATIBLE W/ HOUSE
WRAP MATERIAL) OVER 4 x4
FLANGE OF CONTROL JOINTS t \ PLASTER / \ SELF -ADHERING MEMBRANE
5E WIRED TIED t0 LATH s g" \ WIRE, LAYER 02, FORTIFIBER FLASHING OVER APPROVED
O.C. MAX (VERT.). NOTE: DO BUILDING PAPER / I" MIN. LAP a NETAL LATH \ J FASTEN HOUSE
O EW TO EXTEND ONTO PIPE
NOT CONTROL JOINT TO S
WALL EVEN IF STUD EXISTS
BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH
X
%2 LEG MAY BE USED TO TEMP. FASTENED •Z' (VERT.) O.C. MAX X
SECURE CONTROL JOINT AT SUPPORTS X X X
DURING INSTALLATION L CUT AND OVERLAP ONE SIDE OF
WRB LAYER M,
FASTENERS TO 5E SPACED STUCCO WRAP METAL LATH SELF -ADHERING MEMBRANE GUT AND OVERLAP ONE SIDE OF
a t' O.G. MAX VERTICALLY FLASHING CUT AND OVERL MEMBRANE
.Z7'EP 01 STEP '02 FLASHING OR"T/164 ZIP WOOD SHEATHING
> AtHING % / , WRB LAYER M, �' THICK, 3 COAT CEMENT
SYSTW-T INSTALLED F'ER � , � /� � � STUCCO WRAP � PLASTER STUGCLOYWRAP
M F• ') / METAL LATH WRB LAYER •2, FORTINEIER
' 6' MIN PA�Eft LAP EELOW ONLY
WR5 LAYER 02, FORTIFI5ER 6UILPINGs PAPER
WR5 LAYER 02, FORTIFI5ER BUILDING PAPER
BUILDING PAPER I METAL LATH
��j �/i �i � � � GAYER WRAP LASHING: OVER RING MEMBRANE
\ I' To ; SELF -ADHERING MEMBRANE
LATH SHALL NOT P MIN. INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED
WOOD SHEATHING STRAPS, STAPLES) A8 HOUSE WRAP.
BE CONTINUOUS MIN 6'MN " SYSTEM (INSTALLED PER II S/ WIRE
TO SECURE
OR 'I/I6' ZIP SHEATHING: FLASHING TO EXTEND ONTO PIPE
THROJaW CONTROL \ PIPE/ WIRE t0 FRAMING
JOINTS BUT SHALL M UF. 9PEC8") 4"X4" SELF -ADHERING MEMBRANE
BE SLOPPED AND ""`""a .� "".'' `�,...�:. � :.,, " ,ikr��
TIED AT EACH SIDE. N LATH FLASHING OVER APPROVED
PER ASTM GI063 PROVIDE 2X4 BLOCKING HOUSE WRAP
LAP, a" OVER PLASHING TO EXTEND ONTO PIPE
PLACED FLAT MAX. 6' TO S' ALL LAP
7.10.1.4 FROM CONTROL JOINT WHEN
\ / CONTROL JOINT FALLS ON 2 APER LAP' GONE. BEAD OF SEALANT
NOTE: \ / STRUCTURAL STUD SCALE: I I/2'=1'-0^
I. FASTENERS FOR LATH TO BE NAILS OR INSTALL APPROVED HOUSEWRAP AIR
STAPLES IN COMPLIANCE W/ ASTM CI063 ' INFILTRATION BARRIER OVER
2. WIRE TIES TO BE (NO. 19) 0.04111 WIRE SHEATHING
3. BLOCKING SHOWN MAY 5E IN ADDIPLAN \ EL.ASTOMERIC COATING OVER STUCCO/
t0 WALL scups REGIUIRED PER PLAN
G.Y. FINISH (SEE 7YP WALL SECTION)
VERTICAL LATH
& PAPER DETAIL
WOOD STUDS
\ / SECTION �EMe ofatingadiahnnpserina
NOTE: SHEATHING • Exterior use of portland cement plaster
SIDE LAPS OF METAL OR 1/16' ZIP SHEATHING SYSTEM shall comply with the application
PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS.) requirements of ASTM C 926-12A,
BE SECURED TO 5UILDING NOTE:
'" �" IF ZIP SHEATHING SYSTEM 15 Installation of exterior lathing and framing
„ FRAMING: MEMEERS. PAPER LAP --
1 M TYPE CONTROL JOINT TWEY 544LL 5E TIED IN5TALLED, PL =ASE 51=� shall comply with ASTM C 106312A.
BETWEEN SUPPORTS
WITH 00415_IN. a2i-MM) STUCCO LAP 9 LATH MANUFACTURERS
WIRE AT INTERvALS NOT 3" LAP ° PAPER INSTALLATION PROCEDURES
a
MORE THAN 9' (229-MM). � _?
AS PER A5TM C1063 y}��r� *\ }�/ (/ //� \/
l I FOLD NWARD • PT. A 2 I FOLD INWARD PT. A 1.B.L 1/ .` A I � N T A 7 1 0 ` 1: T A 11� ` 1 IR 41� /
T ® 3. CRI • PT. B ® �, OUT NOTE:
FOLD ® FOR REPAIR OF TEARS HORIZONTAL LATH N.T.SIN .
DETAIL MAY BE PATCHED TEARS & PAPER DETAIL
W/HOUSE WRAP TAPE
PER MANUP• SPEC" OR
FOLD PEEL 4 STICK
. 4&
® -1/I6" ZIP 51-4EAT4-41NG
SYSTEM ( INSTALLED PER
MANUF. SPECS.) OR
ALD INWARD . LFOLD INWARD • PT. A WOOD SHEATHING OR CMU
2. CAZAee • PT. B L L1R5 LAYER #I,
2. CREASE • PT. O
s. CREAM • Pr. c i STUCCO WRAF (FRAME ONLY)
9. CREASE • PT. C
4. FOLD Pt'. C OVER Pr.
B TILL Pr. C TOUCHES
earT®OmFLA @ ' ` 8" THICK, 3 COAT CEMENT
k PLASTER (FRAME), 1/2" 2 COAT E
CEMENT PLASTER CGMUJL Il a (C-1N1)
METAL LATH (FRAME ONLY)
® LAP LURE # TAPE OVER R, I N>4 FLN (I,UR�
FOLD ® uarERrGHr ROOF/WALL SCREED LANE-EfR '*1 STUCCO UJRAf=)
• „• BOTTOM
FLANGE
NOTE: eeat.. FOLD, ea
IF ZIP SHEAT4NG 5Y5TEP? IS �'
INSTALLED, PLEASE SEE III, THICK, 3 GOAT CEMENT $"X$" "L" TYPE CONTINUOUS #
PLASTER (FRAME), IR' 2 COAT '� ` GALV. METAL FLASHING UJRB ,� R 2 � OR I I B R
MANUFACTURERS CEMENT PLASTER (CM) z }�
INSTALLATION PROCEDURES WRB LAYER »2, FC)RTIFISER (NAIL TO ROOF DECK, NOT 5U I L D INCH PAFE R)
EUILDING PAPER�"P ONLY) WALL Si-4 HINC4J
WRI3 LAYER M, CAP SI-•41NGLE - DO NOT NAIL,
j"IETAL LATH X X X X
sruGco wRAP(FRa1EE ONLY) INSTALL WITH ROOF CEMENT
• . LAP LAYERS OF BUILDING UIRAP
OVER NAILING FLANl 8TOP
WRB AM! C I R ABOVE R
� � � BNINGLEB (FRAh1E GYL•Y) �.� %C C O q ° a"
FRAME OR CMU
EXTERIOR
�� ROOPAtIM6L SCREED'�f ROOF CEMENT
y,5WAJ-FL.AGWINr. RooF PER ELEVATION: WOOD SHEATHINGLIN
�� OR rt/16" ZIP 5Nr=AT1 41NG SYSTEM
\�i 1 of A -ILO R-A54NG(WE ��- (INSTALLED PER MANLl=. SPECS.)
�a NOTE: 5ELF—ADHE51VE FLASHING —
IF ZIP 51-4EATPING SYSTEM IS NOT
INSTALLED, PLEASE SEE MANUFACTURERS R 1 ITAL LATH- LATH TO PE PESEECTION
FELT UNDERLAYMETIr �� INSTALLATION PROCEDURES
�{t WATER r, DO NOT
(BEND OR ///T/ ^� 1 /,t� A G',
jam. INSTALL KICICOUt �LPER DO NOT CUT ) Rl u/ .,% .� . I � 7�'t 5 �� C — �� � — O J � � I N. � .� L � �/.
SHINGLE ROOFING �6�0 FLAI ING AT BOTTOM OF ROOF 4
WALL LATER GTICN6 f=E R SQ. Y,ARD C UT I L I TY OR NO„I• I N.AL
DRIP EDGE, OVERLAP 3'
EXTEND I/2' BELOW /q� J� C, /�
SHEATHING, MECHANICALLY FASCIA WRAP L A T LL DOES NOT ,� E E T S F!_ C I� I C A T ION S
FASTEN 4'Or— MAX. �j '1 i L) 2 F L A S� I N
N.T.S.
.1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325 I
ti
W
W
U
W
0
0.
U
W
A
h
A
ti
8V8DTv. de LOT:
CREEKSIDE
LOT# 31
PROJECT#
XODEL:
4EBB
"1828—CALI"
GARAGE 81wINci:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
SCALE:
5/10/18
File CoA3,
NOTE:
IF ZIP SH THINGS SYSTEM IS INSTALL 6' SLASHING
LEASE SEE TOP, SI ANEDE( FLASHING
Ca
INSTALLED, TOP, SIDEIS) AND pC
rLANGES INSTALLATIONMANUFACTURS�R RE OGEDURS FRAME OF:THE EXHA
X
VENT C.Ap IS BE SET IN BED
X,
OF AL t t TOP AND
SI . SEALANT IS TO BE
T L AS TO DEFLECT
AY FROM JOINTS.
i
E- AD ALL AROUND
N APPLY SEALANT ALL
TS AND INTERSECTIONS
r ti'
LY SEALANT At PERIMETER OF
BACKER ROD
ON -MOVABLE FRAME AND STUCCO
ON ALL SIDES,YW CAULKING a JOINT
ALL AROUND
PER SECTION R703.7
Exterior lathing and plastering
BACKER ROD
Exterior use of portland cement plaster
shall comply with the application
X
requirements of ASTM C 926-12A.
In llation of exterior lathing and framing
Al, �. X I
shal omply with ASTM C 1063-12A.
WRB LAYER "I, '
K
STUCCO WRAP
HOODED t
.
X
X"
THICK, 3 COA EMENT
PLASTER
METAL LATH
WRB LAYER 02, FORTIN R
BUILDINGS PAPER
WOOD SHEATHINGS
A DRYER
VENT
(FRAME),,
8' GMU
1-KA
WRB LAYL * M
STUCCO WRAP
WRB LAYER FORTIFIBLR
BUI ING F' R
W/Al
LATH
1- V YL CASINGS BEAD
6" RAISED 15AND
Yo" TO Xr' MIL7-WALL
WEEP SGREF�
6' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY ISEFORE APPLYING
Z FLASWNGS
OVER 6GRATCH COAT
7IZONTAL WEEP SC ED
W./STONE VENEE
HR
(FRAME TO BLOCK)
LEGEND
DiRAINAC-;E PLANE (IURB
LATER #I, 5TUCCO UJRAP)
UJRB LAYER #2 (FORT11=15ER
BUILDING PAPER)
METAL LATH
STUCCO
X—X—X—X
WOOD SHEATHING II'
OR 1/16" ZIP SHEATHINGS SYSTEM
(INSTALLED PER MANUF. SPECS.)
5EL1==ADHESIVE i=LASHING - NOTE -
METAL LATH: LATH TO SE PER SECTION
R103.7.1 / A5TM C-B4l-013, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
ELEC. 1" IETEf
VERll=*' LO
STUCCO
FINISH
6" SELL ADHESIVE
OVER TOP E SIDES
SELF
FLASHING
UNIT
PREMANUF. DRYER
VENT GAP (SET IN
CONT. SEALANT)
SEALANT m
TOP E SIDES
9 DRYER VENT (BLOCK)
BUILDINGS PAPER
OVER 'QUICK
FLASH"
PIPE tHROUCSH
WAIL
6" SELF ADHESIVE —
FLASHING (INSTALL
PER MANUF. SPECS.)
BUILDINGS PAPER —
UNDER "QUICK FLASH"
/ NOTE:
IF ZIP SGIEATHINCS SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
A VENT PENETRATION
SCALE: N.T S.
AAMI=f-1 1 CJ IeCC-Im I V C
STUCCO SCRATCH COAT
1 COAT OF PAINT W/BACK—
ROLL PRIOR TO
ELEC. METER INSTALLATION
:C. METER FIELD
:11=Y LOCATION
WOOD CONSTRUCT[
/I6" TIP SHEATHING SY &A
I EM
(INSTALLED PER MAN . SPECS.) OR
WOOD 5HEATHI G
-R n, FORTIFIBER
PAPER
rHICK, 3 COAT CEMENT
ASTER
TO Y$" MID -WALL
or
�6" SEL DHESIVE
FLA51-41NCz
WOOD FRA D
WALL
ZONTAL WEEP SCR D
FRAME TO FRAME)
NOTE:
IF ZIP SHEATHINGS SYSTEM IS INSTALLED,
PLEASE SEE MANUFACTURERS
INSTALLATION PROCEDURES
'LY STUCCO SCRATCH COAT
AND ONE (1) LATER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLENDFOAM
i ni r—,� A t & ti irrn �R SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
.:0 SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR 1" iETER CAN
COM50 OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT
PENETRATION
CUT OPENINGS IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER "I,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEWRAP
BELOW
CUT SUCH THA
NO MEMBRANE
ENTERS BOX,
APPLY TO SAc
EDGE
APPLY E—Z 5EAD
OVER 60 MIN
GRAPE "D"
FELT —PROVIDE
SEALANT AT ALL
JOINTS AND
INTERSECTIONS
5T' '*1-
&TES #3
-o• .e.
o •O.O.O p
•or o•
AOO
1116' ZIP SHEATHINGS SYSTEM
(INSTALLED PER MANUF. SPECS.) OR
WOOD SHEATHINGS
WRB LAYER "I,
STUCCO WRAP
1,
WRB LAYER M2, FORTIFIBER
BUILDINGS PAPER
METAL LATH
WOOD
',��rms1-4
a WOOD
CONSTRUCTION
FASTEN TO WOOD STRUCTURAL
MEMBER ® 'I' O.C. MAX
8' GMU
.
V TO J�" MID -WALL
WEEP SCREED
rl
6" WIDE STRIP SELF
ADHESIVE KLASHING, CLEAN
MASONRY BEFORE APPLYING
TEXTURED
FINISH o MASONRY
HORIZONTAL WEEP SCREED
( FRAME TO BLOCK)
NOTE.
IF ZIP SHEATHINGS SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
8 11
WRB LAYER "I, —
STUCCO WRAP
CUT "X" INTO
\
SELF -ADHERING
MEMBRANE FLASHING
f \
APPLY SELF -ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRBLAYER
"1
5T f= 2
WRB LAYER "I,
STUCCO WRAP
APPLY 60 MIN SELF—APPERING
GRADE "D" FELT MEMBRANE FLASHING
OVER
SELF—ADHERINGS
FLASHING OVER
AFRO VED
HOUSEWRAP
WRB LAYER 02, FORTIFIBER
BUILDINGS PAPER
5TEF #4
ELASTOI" (EERIC
COATING; OVER
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
5T f #E5 eT f= #ro
(: ) ELECTRICAL RECEPTACLE
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
a
U
w
q
F
A
2
h
flVHarv. ae LOT:
CREEKSIDE
LOT# 31
PROJECT#
MODEra
4EBB
"1828—CALI"
awRAGIC s1ilMG:
RIGHT
Ip Ga
WALL
ASSEMBLY
DETAILS
t60 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
awTE: 5 /1 O /18
SCALA11% i/r=i'-0"
8HEET
-pile CoAY
WOOD SHEATHING
WOOD
CONSTRUCTION
F4' HAT CHANNE
LM TYPE 'X'
WOOD SHEATHINGS
WRB LAYER "I,
STUCCO WRAP
" THICK, 3 COAT CEMENT
PLASTER
WR5 LAYER 01,
STUCCO WRAP
AMICO AM66-WFWC-780
CUSTOM CASING BEAD
(SHOWN FO CLARIFICATION OF
S A!T ACCESSORIES ONLY)
ASING BEAD
10A DTL. @ CANT.
SCALE: 1 1/2' = i' -0"
EXT. OD FRAMED
WR5 LAYER 01, WALL
STUCCO WRAP SUB-FLOO ECKINCs
WRB LAYER 02, FORTIF ER
BUILDING PAPER PRE-ENG'D 5 TrrT�
" THICK, 3 COAT MENT WEATHER RE515TI
PLASTER BARRIER
6" S.A.F. * TOP WEEP SCREED WEATHER RESISTIVE
TO 5 ING HIND WEEP SCREED BARRIER "2 7<
4" IN THICK 3 GOAT GEMEN
PLASTER V RIES
S PLASTER
METAL LATH
WOOD SHEATHING:
6" SELF-ADHEREING
FLASHING WRAPPED
® TOP OF WEEP SCREED
TO SHEATHING BELOW
WR5 LAYER "I,
X \ STUCCO WRAP 4" POSITIVE DRAIN
WEEP SCREED
t
WRB LAYER "2, FORTIFI5ER
-ry A FIELD
BUILDING PAPER (SHOWN FORA9CAIMI.OATION OF
SEPARATE ACC IES ONLY)
6" SELF-ADHEREING
FLASHING WRAPPED
s CORNER OF CANTILEVER
1 u 4' O5ITIVE DRAIN
,• SC
IF ZIP SHEATHING
INSTALLED, PLE>
MANUFACTURERS
INSTALLATION PP
EXTERIOR GRADE
DRY WALL
THICK, 3 COAT CEME
PLASTER
VINYL CORNER BEAD
10 CANTILEVER DR
STEM IS EDGE
SEE
= URES L E E N
JILJ
NOTE:
1" ITAL LATIi: LAT1i TO 5E fi=R SECTION
R103.1.1 / 45T1" I C = 84-i - 0 J, 1" I1N. 2.S L 5S.
i=ER SQ. ,1'ARD (UTILIT%1' OIR NOl„IIN.4L
LATd4 POES NOT 1-I'EET SFEGFICATIONS)
NOTE:
IF ZIP SHEATHING
5YSTE
15
INSTALLED, Ill
MANUFACTURE.R5
INSTALLATION
PROCE
RES
3/4 RESILIENT
HAT CHANNEL
5/8" TYPE 'X" DRYWALL
W/TEXTURED 4 PAINTED
FINISH
° THICK, 3 COAT CEMENT
PLASTER
VINYL CORNER BEAD
VINYL CASING BEAD
11D DRIP EDGE
INSTALLATION
NOTE:
IF ZIP SHE4THING SYSTEM IS
INSTALLED, PLEASE S E
MANUFACTURERS
INSTALLATION PROCEDURES
5/8' TYPE "X' DRYWALL
W/TEXTURED 4 PAINTED
FINISH '
s' THICK, 3 COAT CEMENT
PLASTER
VINYL CASING 5EAD
WOOD CONSTRUCTION
-WEATHER RESISTIVE
BARRIER "1
WEATHER RESISTIVE
BARRIER "2
J" THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WOO, SHEATHING
oR T ZIP SHEATUMG SYSTEM
(LL
2) 2x? I I�E,�DER SpEcw
4' POSITIVE DRAIN
WEEP SCREED
NO SAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
WOOD CONSTRUCITON
WEATHER RESISTIVE
BARRIER "1
WEATHER RESISTIVE
BARRIER "2
g THICK, 3 COAT CEMENT
PLASTER
�MEETTApLr�Ly.A�TdI.4 ���
�I�RgT/Ib' E2110 NEgAyTI-4h�t's SYSTEM
I-fEADER/5EA;?Nth. SPECS.)
PIFVINYL CORP. 4"
POSITIVE DRAIN
WEEP SCREED
ge
No GA IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
DRAINAC_l PLANE (WRB
LAl"i 11, STUCCO WIRl
WRB LA%l #2 (1-0RT1F15ER
BUILDING PAPER)
METAL LATH
STUCCO
WOOD 5I4EAT4NC;
OR '1/16" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
5ELF—A1_-),k4E51VE FLA5d41NG
FINISH LAYER l2 LAYER
\CK
STI4D
I Vxi V, P.T. 6R. SIMULATED
WOOD (TREX) LER,
CONTINUOUS
3" X 3' 26 CaA. GA .
METAL DRIP ED
SET IN FULL 5;0 OF =
SEALANT, �"
SPACE FRO DRIP %
FACE TO t X
r
ya" G#y = FOR SACKER
ROO 4 SEALANT
WATER PROOFING 1 I WEATHER RESISTIVELAYER (2 LAYER 4 BARRIER M
STICK) WRAPPED FIR1 WEATHER RESISTIVE
BALCONY DECK TO ) BARRIER 02
CANTILEVER APAW ?
6" PEEL 4 STICK a
DRIP EDGE TO DECK DECK MEM5RANE,
EXTEND OVER DRIP
SUB FLOOR N EDGE
®®1 3' X 3" 26 GA. GALV.
METAL DRIP EDGE
' = == SET IN FULL BED OF
-- --.
I V XI % P.T. OR I At D SEALANT, Yz' MIN.
WOOD (TREX) FI E SPACE FROM DRIP
CONTINUOUS ! I` FACE t0 TREX
y4" GAP FO ! r- INY CASING: 5EAD
ROD *a L W TER PROOFING lat
FINfSH LAYER AYER
LA R (2 LAYER PEEL 4
PEEL 4 STICK) STIG WRAPPED FROM
3/4 RESILIEN 5ALC Y DECK t0
HAT CHANN '" CAN TIL R
VINYL CASIN 5 A I'' J" THICK, COAT CEMENT
PLASTER
METAL LATH
5/8, TYPE " DRYWALL WOOD SHEAt G
W/tEXTURE 4 PAINTED WEATHER RE515 VE
FINISH BARRIER "1
WEATHER RESIST(
8° THIC 3 COAT CEMENT 5ARRIER 02
PLA5 R 4" POSITIVE DRAIN
V I N Y CORNER BEAD WEEP SCREED
VkYL CASING 5EAP- NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP
11A EDGE INSTALLATION
2 1/2"
2x 1=RAMINCs MEMBER
$" TNICK, 3 COAT C ENT
PLASTER
D�/l 5I-4EAT1-41NG
5 LAYER 01,
STUCCO WRAP
WOOD 5I4EAT41`iiiilGx
TAL LATH
WR5 L ER it 1=ORT11=15ER
y4" GAP FOR BACKER �' I LAROD 4 SEALANT I`
VINYL CASING BEAD
WATER PROOFING; Is'
LAYER (2 LAYER PEEL "
4 STICK) APAW PM '^
`EEL 4
WOOD SHEATHINGS
WRB LAYER 01, —
STUCCO WRAP
WR5 LAYER 02, FORTIFIBER
BUILDINGS PAPER\
METAL LATH -------- ---
$' THICK, 3 COAT CEMENT\
PLASTER
6 "5ELF-ADHERING
FLASI-41NG
DRIP CAP
5UILDING APER WINDOW FLANGE
iAX�CORNER BEAD k
2 1 /2 "
AME I _._-- --.--
CORNER 5EAD
(FASTENER 4 SPACING -1" O
4
CMu
V T4CK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRI'
1 A-q1CORNER BEAD 05) BLOCK
COLUMN SHEATHING
WEATHER RESISTIVE
BARRIER 01
WEATHER RESISTIVE
5ARRIER "2
6 SAP. \
—PEEL 4 STICK
1 X7"xV 'L' FLASHING
FULLY EMBEDDED
IN ROOF CEMENT
1 V X 3' 26 GSA. GALV.
METAL DRIP EDGE
SET IN FULL 5ED OF
SALANT,1�" hI}1Q
SPACE FRO\RIp/)
FACE TO Tqr%iX
YYW�rOR
R SIMULA
FILLER,
SEALANT
ROD.T ,
HAT CHANNEL
WEATHER RESISTIVE
BARRIER "1
WEATHER RESISTIVE
BARRIER "2
EXTERIOR COLUMN
-COLUMN SHEATHING
16' S.AF.
1 X2"xV 'L" FLASHING
`FULLY EMBEDDED IN
ROOF CEMENT
I X" 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 let
LAYER (2 LAYER PEEL 4
STICK) WRAPPED FROM
5ALCONY DECK TO
ANTILEVER
ICK, 3 COAT CEMENT
PL TER
/8" TYPE "X" DRYWALL % METAL ATH
W/TEXTURED 4 PAINTED WOOD 5 ATHING
FINISH
8" THICK, 3 COAT CEMENT 4' POSITI RAIN
PLASTER WEEP 5C
NO GAP IN FIELD
VINYL COMER BEAD (SHOWN FOR CLARIFI TION OF
VINYL CASING 5EAD SEPARATE AGCESSOR 5 ONLY
BALCONY DRIP
11C EDGE INSTALLATION @ COLUMN
(wr L" FLASHING)
SCALE: NTS
NOTE:
IF ZIP SHEATHINGS SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
%i:1 INSTALLATION PROCEDURES
r WOOD 5I 4EATI41NG
WR5`LAYER 01,
STUCCQ WRAP
WR5 LAVER 01,
! P
I V
STUCCO WRAP
P
x�
WR5 LAYER 02, FORTIFI5ER
' BUILDINGS PAPER
I"4ETAL LAT,14
� J
(EXPLODED $° THICK, 3 COAT CEMENT
'VIEW FOR PLASTER
CLARITY)
WRB LAYER 02, FORTIF15ER .1 '
BUILDINGS PAPER
\ ) e e
1 •
METAL LATH
1 G �
' THICK, 3 COAT CEMENT
PLASTER
110"5ELF-ADHERING ;
FLA5HING
DRIP CAP
WINDOW FLANGE
�5B CASING BEAD CabWINDOW
( FRAME, NO BAND)
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
h
W
y
04
v
W
4
O
F
�0.
h
A
[E-
:1
BXMDIV. tle LOT:
CREEKSIDE
LOT# 31
PROJECT#
MODEL:
4EBB
"1828—CALI"
GARAGE 87 MG -
RIGHT
PAGM:
WALL
ASSEMBLY
DETAILS
t60 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
Dp�Ta.. 5 /10 /18
8CALM 11r=1e-O"
8I43CMT
WA.3
File Copy
WOON SHEATHING
WR5 LAY *I,
STUCCO UJ
WR5 LAYER *2, E TIFI5ER
5UILDING PAPER
METAL LATH
" THICK, 3 COAT CEMENT
PLASTER
(o "SELF -ADHERING
FLASHING
VINYL ANGLED
CASING BEAD
DRIP CAP
WINDOW FLANGE
I
I
I
I
I
1
1
1
I
f
YI
NOTE:
IF ZIP SHEATHING SYSTEM 15
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
WOOD SHEATH
WR5 LAY ,
ER
STUCCOP
WR5 L ER 02, FORTIFIIBER
5UIL G PAPER
�E AL LATH
✓✓" THICK, 3 GOAT CEMENT
PLASTER
GJR6 LAYER'), FCRT15V
BUILD ING PAPER ��\
METAL LAT--------------
H
" THICK, 3 COAT CEMENT
PLASTER
6"SELF-ADH1rRlNG `\
FLASHING
DRIP GAP
WINDOW FLANGE
CASING BEAD O WINDOW
15C FRAME, W/F3AYVD)
SHEATHING
METAL LAT
WR5 LATER *I,
STUCCO WRAP
WR5 LATER 02, FORTIFI5E
BUILDING PAPER
$" THICK, 3 COAT CEMENT
PLASTER
VINYL ANGLED
CASING BEAD
VINYL CASING BEAD
CASING
NOTE:
IF ZIP SHEATHING SYSTEM IS
INSTALLED, PLEASE SEE
MANUFACTURERS
INSTALLATION PROCEDURES
(EXPLODED
VIEW FOR
CLARITY)
UJ00D 5i4EAT
Y4` GrAP TYP
CASING BEAD
TO TRIM
IX TRIM M5ER
a STUCCO
SIDING TRAN ION /
SIDING —
WR5 LAYER *I,
STUCCO WRAP O
" THICK, 3 COAT G NT
PLASTER
METAL LATH
L ER *2, FORTIFI5ER
' INCH PAPER
OOD SI-IEATWNC-s
WRB LAYER "I,
STUCCO WRAP
6" SEL DHEREING
FLASHING PEEL E 5TIGK
SIDING TO S T-L C
CASING BEAD
(CROSS SECTION)
WOOD CONStRUGTION
BEYOND
WOOD Sk4EATHINGx—
W1E+4 01 PIvE
TWER RESISTIVE —
02
X "[X LAP SIDING
6' SELF-aD 1NCs
FLASHIf�Us
STARTER STRIP —
DO NOT CAULK OR
E-".�1S��i��11►C��
GALVD MET4L
Z' FLASHING
I Ya' X W SIMULATE[
WOOD TRIM MEMBER
SIDING TO STUCCO
C� BLOCK TO FRAME
TRANSITION
pl1 II�;� r%
-- -
-Ji
X 6' SIMULATED
7D TRIM MEMBER
L GAP W/CAULKIWv
APPIVVED SEALANT
NOTE:
METAL LATH: LATH TO 5E PER SECTION
R-I03.7•1 / ASTM G-547-0B, MIN. 2.5 LBS.
PER SQ. TARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
SEALANT
WINDOW
2X FRAMING
MEM5ER
----------------------
SEALANT
I
I
I
6' SELF- HERINGs
Ip //�
GO ILRAF
WOOD SH THINrs---
WEATHER TIVE
FLABHI
I `
BARRIER 01
�/ HER RESISTIVE
\
A
EE
WATHR R=SISTI
6ARR.
/BOVE TOP
BARRIEYR� 1'2
OF 'Z' FLASHINGs
IIIIII /� 1/ p 7
WIR5 LI I\ 'G, f0fRTI�If5EfR
W1%6REvEALPSIDINCs
BUI I
I L D I* G; P,4PE
6' SELF-ADF�ERINCs
/ 1 WEATHER RESISTIVE
BARRIER M
FLA(SI41NGs
\
/ 8AfERRRE$ISTIVE
�IE AL L A t 4
STARTER STRIP /
\� \�
GALV'D METAL
1
DO NOT CAULK OR I
7
�.. FLASHINCs
'
2 '- I
�II THIGIG, 3 G0,4T CM IENT
I� \
/ � �'� SEAL OPENIDO NOT lNG LK OR
i5TEfR
GfALV'D METAL
/� WEATHER RESISTIVE
Z' FLASHING
BARRIER 01 TO LAP
1 V X W SIMULATED
WOOD TRIM MEMBER
6" MIN. ABOVE TOP
'Z" FLASHINCs
E� BEAD vIN7L CASING
— I Y4 16' SIMULATED
(W/%, FLEXIBLE PvG
/ ' WOOD TRIM MEMBER
SACKER ROD)
\ / ' SELF -ADHERING
6' SELF- HERMGs
I I i { HIND
\
CEMENT PLATER
\,� OR A SEEAL AP VED SEALANT
WEATHER RESISTIVE
�' WEATHER SISTIVE
�H�1 �µf�-t
BARRIER F BARRIER 7
BEAD@) RAISED WEATHER REelet -Z vlN Cd
BARRIER 2 (W/%' FLEXIBLE NC
BACKER ROD)
17
]BAN D (FRAME) SIDING TO STUCCO WEAAti
ERERRESIStIvE
SCALE: 1 1/2"=1'-m"
*2
C FRAME TO FRAME B RR
1( QT?l TRANSITION
WINDOW FRAME
FLANGE
2X FRAMING
MEMBER
5UILDING
WRAP
I6
" THICK, 3 GOAT CEMENT
j PLASTER
METAL LATH
E-Z BEAD VINYL CA
CWA/8" FLEXI5LE PVC
WR5 LAY *2, FORTIFI5ER
BUILDIN PAPER
ROD)
UJR5 LAYER 01, UCCO WRAP,
WRAPPED AR ND FRAMING
\ MEM5ER
r" L A I-4ESIVE FLASHING
EATHING
T ELOW EXPLODED
O R CLARITY
-y-----------------------------------------------
--------------a-- -- --
4 TYP" THICK, 3 COAT CEMENT
BEAD PLASTER
UlNpc�UJ —METAL LATH
WRB LAYER *2, FORTIFI5ER
UILDING PAPER
k
I
W D SHEATHING
1' I
I
I
s itinr� e�nnr'" •'—!'....
•
1r I
I
I
WR5 LAYER 01,
STUCCO WRAP
6" WIDE PEEL E STIC
OVER FLANGE
E-Z BEAD VINYL CASING
(W/3/8" FLEXIBLE PVC 5AGK ROD)
•APPLY FULL 5ED OF SEALANT 5ETWEE
FLANGE $ BUILDING WRAP
LEGEND
DRAINAGE PLANE (WR5
LATER *I, STUCCO WRAP)
WR5 LATER *2 (FORTIF15EiR - - - -
5UILDING PAPER)
METAL LATH x-x-x-x
STUCCO
WOOD SHEATHING / ,
OR 1/16" TIP SHEATHING: SYSTEM
(INSTALLED PER MANUF. SPECS.)
SELF-ADHESIVE FLASHING - -
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774,6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
w
w
U
w
h
F
a
+v
w
Q
F
A
x
I9vHDiV ea LOT:
CREEKSIDE
LOT# 31
P3EtoJ=T#
MODS
4EBB
"1828—CALI"
GAl%AZZ 8WMG:
RIGHT
PACE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
DATE:- 5/10/113
SCA M:1/4"=1'-0*
�14 y
File Copy
OUT HOUSEWRAP
AT 45' ANGLE
MOpIFIEp 'r cur
IN HOUSEWRAP
LINE OF WINDOW -
OPENING
APPROVED HOUSEWRAP
OVER SHEATHING OVER
U.D STUD WALL
STEP
INSTALL b'
SELF-ApHERm
FLASHING OVER
NAILING FLANGE AT
JAMBS
EXTEND FLAeI-IING MIN
I' BELOW SILL
FLEXIBLE FLASHING
p0 NOT SEAL HOTTOM
FIN
STEP
0
11
N 0 T
IF LFn eH ATH IN e�ST le NeTALL ,
F)fR0CElDUfR,Ee
APPLY
:: `MEMBRANE
FLASHING
OVER JOINT
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
1640 AA #: 0003325
F
W
h
W
U
W
4
4
F
0.
U
W
A
h
A
F
h
IP
8U'BDIV. de LOCREEKSIDE
LOT# 31
PtOJ3CCT#
MODEL:
4EBB
"1828—CALI"
GABAG'E 8WING:
RIGHT
PAG IC:
WALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
ROL:ARN0
MACRA
937 3
ltl3N 5/10/18
)
File Copy
2x(o SUB -BAN%
W/1 "x4" NOTCH 6
END, WRAPPED
PEEL 4 STICK
DRIP EDGE
-I/5" TEXTURED
FINISH s WOOD
1/2" TEXTURED
FINISH t) CMU
0
I\
I\
I\
I \
I \
I \
METAL FASCIA \\
WRAP Ys" FROM \
STUCCO, 1" FROM \
WOOD WALL \\
EXTERIOR WALL \
1
(FRAME OR CMU) \
\
NOTE: NOTCH FOR 2X6
5U5 BAND ONLY
\
METAL FASCIA WRAP
2X6 5U5 BAND
-1/b TEXTURED
FINISH m WOOD,
1/2' TEXTURED
FINISH a CMU
METAL LATH
WOOD SHEATHING:
" 1
OR CMU
WRB LAYER 01,
I" STUCCO WRAF' (FRAME ONLY)
WRB LAYER "2, FORTIFIBER
—� a BUILDINGS PAPER
(FRAME ONLY)
ROOF KICK OUT REr LOVED
FOR CLARITY
ROOF DECK (BEYOND)
DRIP EDGE, I" OFF WALL
(NOT INTO STUCCO)
Irt/5" TEXTURED FINISH a
�� \ /WOOD, 1/2" TEXTURED
FINISH a CMU
�I'N,,Z-2xro SUB -BAND W/I"x4" NOTCH 6
J END, WRAPPED IN PEEL 4 STICK
)ELEVATION l-rAL FASCIA WRAP 1" OFF
ff WOOD WALL. SUB BAND 2"
OFF WOOD WALL
ROOFING: CEMENT
DRIPS EDGE
METAL KICK OUT
NOTE:
IF ZIP SHEATHING
PLEASE SEE MA
PROGEDURE5
PRE-ENG'D TRUSS TO BE CUT im
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2 "x4"x4' -m"
SCABBED TO TRUSS
W/12d NAILS 6"-5"
O.C. MAX.
2x SUB -BAND W/V2"x4"
NOTCH -m END
METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
SUB BAND DETAIL C WALL
SUB BAND DETAIL @ WALL
-N/KICK--OUT
FRAME OR CMU
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY, FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y411 ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
W/IY"x4" NOTCH m
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 SUB -BAND
W/ly1x4" NOTCH 'm
END, WRAPPED IN
PEEL $ STICK
*ROOF CEMENT a
ROOF EDGE
OMITTED FOR
CLARITY
•1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
N
h
w
U
w
0
F
U
W
A
q
svHDrv. ae wT:
CREEKSIDE
LOT# 31
PROJECT#
MODEU
4EBB
"1828—CALI"
GARAGE s11I G:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS:
SUB —BAND
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
rI
RINT5/10/18
ATE:CAzM:1/4"=1'-0"
iZEET
WAO
File Copy