HomeMy WebLinkAboutBUILDING PLAN PAGE 1-16• 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
CONTRACT DOCUMENTS.
ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN
S DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER
CABLING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT
3ED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS
2 THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR
ORMATION) TO THE ARCHITECT OR ENGINEER FOR
DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN
CTEN/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.
DESIGN CRITERIA:
C
1430
CULVER
DRIVE NE,
PALM
BAY,
FL
32907
Tel:
(321) 733-7092
Fax:
(321)
733-7972
ABBREVIATIONS
-FLORIDA BUILDING
CODE RESIDENTIAL
ARV.
ABOVE
LAV.
LAVATORY
(FBCR) 2017, 6th
EDITION
A/C
AIR CONDITIONING
LUM.
LUMINOUS
ADJ.
ADJUSTABLE
M.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.
CL
HOARD
CENTER LINE
MTD.
MTL
MOUNTED
METAL
• OCCUPANCY
— RESIDENTIAL, GROUP R3
CAB.
CABINET
N.T.S.
NOT TO SCALE
•CONSTRUCTION TYPE
— VB
CLG.
CEILING
O.C.
ON CENTER
CLR.
CLEAR
PL
PROPERTY LINE
• MIN. INTERIOR FINISH
— CLASS B
CONC.
CONCRETE
P.B.
PUSH BUTTON
• BASIC WIND SPEED
— Vult=160 MPH
CPT.
CARPET
PH.
PHONE
Vasd=124 MPH
C.T.
CERAMIC TILE
PLT.
PLATE
D.
DRYER
PLYWD.
PLYWOOD
• EXPOSURE
— D
DBL.
DOUBLE
PR.
PAIR
• 1—STORY RESIDENCE
—
D.G.
DUAL GLAZED
P.T.
PRESSURE TREATED
• 2—STORY RESIDENCE
— MAX. HEIGHT AS PER LOCAL
DIM.
DIM.
DIAMETER
DTA{ENSION
R
RAD.
RISER
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
EA.
ELEV.A.
EACH
ELEVATION
SHT.
SHTHG.
SHEET
SHEATHING
SQ.FT.
CALC. S
EQ.
EQUAL
SHWR.
SHOWER
M.
EXHAUST
SDd.
SIMILAR
EXT.
EXTERIOR
SL.
SLIDING
LIVING
1a28 SQ. FT.
F.G./FX .
FDIED GLASS
SL. GL.
SLIDING GLASS
F.G.
FUEL GAS
STD.
STANDARD
GARAGE
430 SQ. FT.
FIN.
FINISH
SWS
SHEAR WALL
)=NTRY
I6 SQ. �T.
FLR.
FLUOR.
FLOOR
FLUORESCENT
SC
SECTION
SOLID CORE
LANAI
a8 SQ. FT.
PH. DR.
FRENCH DOOR
W.
TEMPERED GLASS
FIG.
FOOTING
THK.
THICK
70?4L
23C�2 SQ. FT.
GA.
GAUGE
T.O.C.
TOP OF CURB
GAP,
GAIL DISP,
GARAGE
GARBAGE DISPOSAL
T.O.P.
T.O.S.
TOP OF PLATE
TOP OF SLAB
A/C VOLUME
1608615
G.F.I.
GROUND -FAULT CIRCUIT
TI'P•
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
WDW.
WINDOW
INSUL
INSULATION
W/H
WATER HEATER
INT.
INTERIOR
W.I.
WROUGHT IRON
REV. DATE
-- 02/19/
REVISIONS
BID SET ISSUED
DESCRIPTION
INDEX OF DRAWINGS
SHEET # DESCRIPTION
PG
CI —COVER
PAGE
PG
GN—GENERAL
NOTES
PG
1 —FOUNDATION
PLAN
PG
IA —DOWEL
PLAN
PG
1B—LINTEL
SCHEDULE (CAST—CRETE)
PG
1B.2—SAFE
LOAD TABLES
PG
2 —FLOOR
PLAN
PG
3C—ELEVATIONS
"C"
PG
4C—FRAMING
PLAN
PG
4.2—CONNECTOR
SCHEDULE
PG
5—ELECTRICAL PLAN
PG
6—HVAC PLAN
PG
Dl—FOUNDATION
DETAILS/SECTIONS
PG
D2-1—STORY
WALL SECTIONS & NOTES (SHINGLE)
PG
D3-2—STORY
WALL SECTIONS (SHINGLE)
PG
D4—MMC.
DETAILS
PG
D5—PRODUCT
APPROVALS
PG
WAl—WALL
ASSEMBLY DETAILS
PG
WA2—WALL
ASSEMBLY DETAILS
PG
WA3—WALL
ASSEMBLY DETAILS
PG
WA4—WALL
ASSEMBLY DETAILS
PG
WA5—WALL
ASSEMBLY DETAILS
PG
WA6—WALL
ASSEMBLY DETAILS
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
ti
W
U
w
4
O
F
4
U
Q
E
q
Fr
sysDlV: eo LOT:
CREEKSIDE
LOT 58
PROJZCT#
04321.000 058R1
MODimt
4EBB
"1828—CALI"
C;ARAGIC STIMG:
LEFT
PAGE:
COVER
PAGE
160 MPH EXP C
ARCHITECT:
STATE OF FLORIDA
0
+ 06/01/18
DATE.
SCALE: 1/4"=1'-0"
SHEET
ml
O
r.
O
m
o
zw
Om
R J
w3
w
ID
zz
Qw
n0
LLJ
J
umm
SCANNED
ZZ77 I
St. Lucie @90t1v
i
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
IL
ATTICS W/ STORAGE
20
III.
ATTICS W/OUT STORAGE
10
IV.
POOLROOMS
75
V.
BALCONIES AND DECKS
40
VI.
STAIRS
40
VII.
ALL OTHER ROOMS
40
B. FLOOR DEAD LOADS R301.4 15 (PSF
C. ROOF LIVE LOADS R301.6
I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 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
II. EXPOSURE CATEGORY
III. WIND DIRECTIONALITY FACTOR (KD)
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS
V. RISK CATEGORY
VULT=160 MPH, VASD=124 MPH
C
0,85
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.
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"- O" 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
JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. ALL CONCRETE 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'/+".
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.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE MASONRY
ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF PROVISIONS OF TMS 402 /ACI 530 / ASCE 5.
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES,
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER 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 1-318 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 V 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 1/2-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 1/2-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.
2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C9CO lb, STANDARD
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm = 1500
PSI. !
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY
5. MORTAR JOINTS FORALL 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 Y. 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
E. /1f-t1- 111C CINU I IN CCRCU YYVVU %ooukj U11 MIN .
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=1,100PSI Fv=175PSI E = 1,400,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 & R802.7. OF THE FBCR 6TH EDITION (2017).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON 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 BERR R THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240.
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS
NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE
MANUFACTURER IN THE LATEST CATALOG.
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R606.2.11.OF THE FBCR 6TH EDITION (2017).
19.
DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12.OF THE FBCR 6TH EDITION (2017).
7.
FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
PLUMBING
1.
SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
8.
MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE
2•
WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER( MAX)
3.
CONDENSATION LINES SHALL BE MINIMUM'/" PVC (SCHEDULE 40), INSULATED WITH%" AMAFLEX.
4
SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
REINFORCING STEEL "
5.
ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
1.
ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING
6.
NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS,
7.
SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 6TH EDITION (2017).
ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
8.
FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 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 WI A AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP
EXTERIOR WALL COVERINGS
SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
1.
ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR
THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4
COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS
SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
4,
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
EXTERIOR FINISHES
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
1.
WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 8" THICK, OVER FRAMED WALLS APPLIED OVER
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
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.
5.
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
2.
STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la &
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE.
ASTM-C1063-12a.
3.
LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT
6,
CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
LIMITED TO:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH_T
ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
"L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS
I. #5, W31 OR D31 AND SMALLER 2"
PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS
I. #11 AND SMALLER 3/"
CASING BEAD DETAILS - DRIP EDGE DETAILS
D. BEAMS, COLUMNS:
CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/'I
WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASHING DETAILS
7.
DO NOT Ct
TOR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
4.
SHALL BE INSTALLED PER ASTM-Cl 063 -1 IA AND R703.7 OF THE FBCR 6TH EDITION (2017)
APPROVAL
OF THE ARCHITECT,
FIRE-RESISTANT CONSTRUCTION
TIMBER
UNDER STAIR PROTECTION:
1.
ALL WOODS
AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
1
ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
A
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7.
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
I I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. IRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07)
EXTERIOR CEILINGS
1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING
MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 11/411
TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) .
1441 N. RONALD REAGAN BI
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-7744078
wiww.abdesigngroup.com
AA #: 0003325
w
y
U
w
0
4
y
q
1
64
aysla=v. eo LOT:
CREEKSIDE
LOT 58
PROJECT#
04321.000 058R1
MODEL:
4EBB
"1828-CALI"
GARAGE BVMG-.
LEFT
PAGE:
GENERAL
NOTES
60 MPH EXP 1P C
ARCHITECT'
STATE OF FLORIDA
A.
nA ` 06/01/18
SCALE: 1 /4"= V - 0"
SLAB
DOWEL LEGEND
■ CONT. VERTICAL DOWEL
TO LINTEL COURSE
SECURE STRAP TO
UNIT W/ (2) 06XI 1/4
SI4T MTL SCREWS
SIMPSON WB ROLL
STRAP OR EQUAL
SECURE STRAP TO
CONC. W/ (2)-3/16'X2"
TAP -CONS
A/C CONNECTION
TO PAD DETAIL
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER NEAP S 12" FROM STRUCTURE
2�2" VTR
� I\
2'
\
1/2" \
11/2" N. I \
1 WC 1 2
LAV I LAY �I 1/2' 3'
12 3 ° I<
I I
2
WASI-4ER
PLUMBING
DIAGRAM
KITCPEN
SINK W/ 2' VTR
AUTO VENT 2 '�i 1/21
1 1/2 I
11/2L (2LI 1/2
LAA ! TUB
WC
TO
MAIN
Csl-�l:
FOUNDATION PLAN
NOTES:
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
- FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR &&ALL
MEET PROVISION OF SECTION R3113.1 OF TI-4E FBCR &TI-I
EDITION (2011).
" GONG.
S BARS
LAIRS
VER
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
Km�N
w
y
W
U
h
4
A
F
A
ti
D
stmnrv. de LOT:
CREEKSIDE
LOT 58
PROJECT*
04321.000 058R1
MODEL:
4EBB
"1828-CALI"
GARAGE BVMC;:
LEFT
PAGE:
FOUNDATION
PLAN
160 MPH EXP C
" ` 06/01/18
DATE:
BCALM 1/4$$=V-0"
SHEET
1
I
�r
0
I
v
I
m
o�
m
I
m
e
N
�r
I
I
i
i
f
■
14'-4'
gl-8'
211-$'
■
10'-41
DOWEL LEGEND
■ CON?. VERTICAL DOLUEL
TO LINTEL COURSE
tt
I
I
i
r
i
m
V
r
cv
m
I
m
•a
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
W
W
U
W
O
F,
U
w
A
F
A
E:
ti
SUHIXV. de LOT:
CREEKSIDE
LOT 58
PROJECT#
04321.000 058R1
�toaEtr
4EBB
"1828—CALI"
GARAGE 39'YI'MG:
LEFT
PAGE:
DOWEL
(PLAN
160 MPH EXP C
ARCHITECT:
STATE OF FLORIDA
JUN 6 20
ROL�AIR
A C ACRA
NO 23
DRuiT
AATM- 06/01/18
8CALE: 1/4"=1'- 0"
a*==
A
E)
00
ED
L— 3(2) H
EGRESS (2) 3052-SH
OWNER'S
SUITE
8'-8" CLG.
0.
BATH
S'-8" CLG.
BDRM. #4/
DEN
8'-8" CLG.
LIVING ROO
8'-8" CLG.
W.I.C.
8'-8" CLG.
I LAUN.
i n
8 —8
I L_--1 CLa.
1 r--�
I I I
I I I
f -7r'z- -,I
1/1 \/ I
L/_V-_.y
F------�
I I
L - - - - - J
GARAGE
8'-8' CLG.
L- 7
--------------------
L-1
LINTEL SCHEDULE
LANAI
8'-8" CLG.
(b0ro8 S.Gz).
KITCHEN
8'-8' CLG.
DINING
ROOM
8'-8" cl-G.
' PAN.
S'-8" CL
BDRM.#3
8'-8' CL.G.
Ilo
NOTE:
THE LINTELS MAY 5E SUBSTITUTED UJITN LINTELS PROM ANOTHER
MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR
GREATER CAPACITY THAN THE VALUES STATED
/j BATH d#2
a' -a" CLG.
BDRM. #2
8'-8' CLG.
(2) 3052-SH
EGRESS
L- 3
e
4^%Tm44191GTd LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L 1
17'-4'
8P28-154T
L 2
4'-6"
8F16-05AT
L 3
7'-6'
BFI6-154T
L 4
11'-4'
8FI6-15/IT
L 5
9'-4'
8F16-15/IT
L 6
1'-6'
SF24-154T
L I
4'-6"
8W6-05/IT
RECESSED
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
F
w
U
W
0
F
4
U
w
a
F
A
F:
SLJHDIV. 8c LOT:
CREEKSIDE
LOT 58
04321.000 058R1
MODE>s
4EBB
"1828-CALI"
GAP.40M OWMG:
LEFT
PAGE:
LINTEL
SCHEDULE
160 MPH EXP C
D 7`. 06/01/18
SCALE: 1%4`1' - 0"
SHEET
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
8" PRECAST & PRESTRESSED U-LINTELS
4~11!441194"
GRAVITY
TYPE
LENGTH
8U8
8F8-OB
8F12-0B
8F16-0B
8F20-OB
8F24-OB
8F28-OB
8F32-OB
8F8-1B
8F12-1B
8F16-1B
8F20-1B
8F24-1B
8F28-1B
8F32-1B
2'-10" (34") PRECAST
2302
3166
4473
6039
7526
9004
10472
11936
3166
4473
6039
7526
9004
10472
11936
3' 6" (42") PRECAST
2302
3138
3377
4689
6001
7315
8630
9947
3166
4473
1 6039
7526
9004
10472
1 11936
4'-Q" (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
1 1301
1809
2317
2826
1 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
1 8995
6890
7'-6" (90") PRECAST
767
1029
1675
2385
1 1994
2439
2886
3333
1029
1675
2610
3839
5596
6613
5047
9' 4" (112") PRECAST
573
632
1049
1469
1210
1482
1754
2027
768
1212
1818
2544
3469
4030
3127
10' 6" (126") PRECAST
456
482
802
1125
915
1122
1328
1535
658
1025
1514
2081
2774
3130
2404
11' 4" {136") PRECAST
445
598
935
1365
1854
2355
1793
2075
598
935
1365
1854
2441
3155
4044
12'-0" (144") PRECAST
414
545
864
1254
1689
2074
1570
1818
555
864
1254
1693
2211
2832
3590
13' 4" (160") PRECAST
362
427
726
1028
1331
1635
1224
1418
485
748
1076
1438
1855
2343
2920
14'-0" (168") PRECAST
338
381
648
919
1190
1462
1087
1260
455
700
1003
1335
1714
2153
2666
14'-8" (176") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
465
765
1370
2045
2610
3185
3765
15-4" (184") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
420 1
95
1250
1855
2370
2890
3410
17-4" (208") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
310
530
950 1
1400
1800 1
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
1340
1780
2110
22'-0" (264") PRESTRESSED
N. R
NR
NR
NR
NR
NR
NR
NR
160
300
570
870
1250
1660
1970
24-0" (288") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
130
240
470
720
1030
1350
1610
8" PRECAST & PRESTRESSED U-LINTELS
Ci�sRera
UPLIFT
LATERAL
TYPE
LENGTH
8F8-1T
8F12-1T
8F16-1T
8F20-1T
8F24-1T
8F28-1T
8F32-1T
8U8
8F8
8F8-2T
8F12-2T
8F16-2T
8F20-2T
8F24-2T
8F28-2T
8F32-2T
2'-10" (34") PRECAST
2727
2878
4101
5332
6569
7811
9055
2021
2021
2727
2784
3981
5190
6407
7630
8857
3'-6" (42") PRECAST
2165
2289
3260
4237
5219
6204
7192
1257
1257
2165
1 2215
3165
4125
5091
6061
7036
4'-0" (48") PRECAST
1878
1989
1 2832
3680
1 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
6-10" (70") PRECAST
1272*
1357
1930
2505
3084
3665
4247
418
418
1272
1315
1875
2441
3010
3583
4157
6'-6" (78") PRECAST
1141*
1200
1733
2250
2769
3290
3812
707
887
1141
1182
1684
2192
2703
3216
3732
T-6" (90") PRECAST
959*
912
1475
1914
2354
2797
3240
591
657
990
1029
1466
1907
2351
2797
3245
9'-4" (112") PRECAST
801*
612
980
1269
1560
1852
2144
454
630
801
755
1192
1550
1910
2271
2634
10'-6" (126") PRECAST
716*
498
793
1027
1261
1496
1731
396
493
716
611
1039
1389
1711
2034
2358
11'4" (136") PRECAST
666*
439
696
899
1104
1309
1515
363
556
666t
535
905
1 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
458*
316
493
635
778
922
1065
286
360
548
378
629
922
1254
1567
1816
14'-B" (176") PRESTRESSED
243
295
459
591
724
857
990
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
542
791
1072
1381
1676
17'-4" (208") PRESTRESSED
188
236
361
464
567
670
774
N.R.
255
188
276
449
649
874
1121
1389
19'-4" (232") PRESTRESSED
165
207
313
401
490
578
667
N.R.
204
165
239
383
550
736
940
1160
21'-4" (256") PRESTRESSED
145
186
278
356
433
512
590
N.R.
172
142
212
336
477
635
807
993
22'-0" (264") PRESTRESSED
140
180
268
343
418
493
568
N.R.
161
137
205
322
457
607
771
947
24'-0" (288") PRESTRESSED
127
165 1
244
312
380
447
515
N.R.
135
124
186 1
290
408
538
680
833 1
*REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
4^=4494"
GRAVITY
TYPE
LENGTH
8RU6
8RF6-06
SRF10-OB
8RF14-OB
8RF18-OB
8RF22-OB
8RF26-OB
8RF30-OB
8RF10-18
8RF14-1B
8RF18-1B
8RF22-18
8RF26-1B
8RF30-18
4'-4" (52") PRECAST
1489
3053
2982
3954
4929
5904
6880
ERF6-1
3412
4982
6472
7947
9416
10878
4'-6" (54") PRECAST
1357
2782
2714
3600
4487
5375
6264
3412
4982
6472
7947
9416
10878
5'-8" (68") PRECAST
785
832
1602
1 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 1
6516
5450
6411
6'-8" (80") PRECAST
822
907
1677
2933
2576
3223
3872
4522
907
1677
2933
4100
6730
8177
6707
T-6" (90") PRECAST
665
761
1377
2252
1958
2451
2944
1 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
3595
2875
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
4~r-44M
UPLIFT
LATERAL
LENGTH TYPE
8RF6-IT
8RF10-1T
8RF14-1T
8RF18-1T
8RF22-IT
8RF26-17
8RF30-1 T
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
g53
853
1192
1455
2240
3036
3837
4643
5453
5' 8" (68") PRECAST
924*
1172
1795
2423
3055
3689
4325
501
501
924
1132
1741
2357
2978
3603
4230
5'-10" (70") PRECAST
896*
1138
1742
2352
2965
3581
4198
469
469
896
1099
1690
2288
2891
3497
4106
6'-8" (80") PRECAST
778
882
1513
2042
2573
3107
3642
830
1100
778
1 956
1468
1987
2509
1 3035
3563
T-6" (90") PRECAST
688
697
1325
1810
2280
2753
3227
710
941
688
849
1302
1762
2225
2690
3157
9'-8" (116") PRECAST
533*
433
808
1123
1413
1704
1995
516
614
533
527
1009
1369
1728
2088 1
2450
*REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR
#5 REBAR AT TOP
MIN. (1) REQ'D
°
1.1/2"CLEAR
TYPE
DESIGNATION
F =
FILLED WITH GROUT / U = UNFILLED U = a_!
C.M.U.
QUANTITY OF #5 REBAR AT Q
BOTTOM OF LINTEL CAVITY � �
O °"
GROUT
8F16-1
B/1 T z
" .
#5 REBAR AT BOTTOM
}
L • •
OF LINTEL CAVITY
NOMINAL WIDTH —J
NOMINAL HEIGHT
QUANTITY OF #5
REBAR AT TOP 7-5/8"ACTUAL
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.
3. grout = psi maximum 3/8" aggregate.
3.
Installation of lintel must comply with the architectural and/or structural drawings.
2.
N.R. = Not Rated.
C masonry units per ASTM C90 w/
4. Concrete masonry units (C
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.
ive psi.
minimum net area compressive strength =
vertical cell reinforcing and grouting.
4.
Safe loads based on grade 40 or grade 60 field rebar.
615
5. Rebar provided in precast lintel per ASTM A615 GR60.
5.
All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and
p
5.
Additional lateral load capacity can be obtained b the designer b
p y y g y providing
Field rebar per ASTM A615 GR40 ar GR60.
longer wa nominal omeet or exceed
lith il hiht f 8" t d L/180Y
addional reinforced masonr above the precast lintel.
6. Prestressing strand per ASTM A416 grade
cat be l d rebar t Bottom field adde
d eo located at the bottom of the lintel cavity.
6.
One #7 rebar may be substituted for two #5 rebars in 8" lintels only.
270 low relaxation.
7.
7/32 diameter istirrups welded tthe bottom steel fmechanical h
ameer wire srrups are weeo e oom seeor mecancaanchorage.
7.
The designer may evaluate concentrated loads from the safe load tables by
7. 7/32 wire per ASTM A510.
8.
Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units.
calculating the maximum resisting moment and shear at d-away from the face of support.
8. Mortar per ASTM C270 type M or S.
9.
Safe load ratings based on rational design analysis per ACI 318 and ACI 530
8.
For composite lintel heights not shown, use safe load from next lower height.
9.
All safe loads in units of pounds per linear foot.
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
www.abdesigngrou p.com
L AA #: 0003325
w
W
w
4
O
F
y
a
F
A
ti
sVHDIV. de LOT:
CREEKSIDE
LOT 58
P1iOJffiCT*
04321.000 058R1
MODEL:
4EBB
+"1828—CALI"
LEFT
PACi&:
SAFE LOAD
TABLES
160 MPH EXP C
06/01/18
BCAL C: 1 /4"=1'-
8MZLT
1B.1
GROUND
SOW
LOAD
WIND DESIGN
SEISMIC
DESIGN
CATAGORY°
SUBJECT TO DAMAGE FROM
WINTER
DESIGN
TEMP'
ICE 5ARRIER
UNDERTLAYMENT
REQUIRED"
FLOOD
HAZARDS g
AIR
FREEZING
INDEX i
MEAN
ANUAL
TEMPS
SPEED
(MPH)
tOPOGzRAPI IIG
EFFECTS"`
WEAt14ERINC�°
FROST LINE
DEPTHb
TERMITE°
NA
160 C
NA
NEGLIGASLE
NA
VERY HEAVY
42
NA
SEE SURVEY
NA
NA
FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINIS
ACCORDANCE WITH SECTION F5C R302.S.1 THROUGH FE3C R302.SA
FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN
ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH F5C R302.10.5
COMPONENT AND CLADDNO WIND LOADS
BASIC WND EXPOSURE FOR 3 SECOND GIM
OPENINGS
SQUARE
ZONE
10D MPH WIND (NO
FEMARKS
AND TYPE
FOOTAGE
MIN. WINDOW
10
5
34/-45
CRITERIA
EXTERIOR SWING
21
5
32/-42
OR. MIN. CRITERIA
S.G.D. MIN.
12
5
30/-3rt
CRITERIA
8010 O.H.D.
56
5
30/-38
III O.H.P.
112
5
2'3/-35
SOFFIT
N/A
5
31.6/-388
-6829/
IF
ROOF TILE
N/A
3
-582S
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 R301.2.1
TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD
VALUES FROM THE PRODUCT MANUFACTURER.
I<y
1 � 1
Y � I
s r s 451,
-tw 1 I
M14 . �MV Srn! ...wxiarY
GABLE ROOFS
100 < 0 �s 450
1 nr Sl: 1: foot - 304.8 rnm., 1 cic:r
roe a 0.017 5 ra1.
Nolen a = 4 feet in all cases.
e 'rhi
r' 1 0 :5 i0°
GABLE ROOFS
0<-10e"
1
1 a
I
I h
1011'e'0!; 3€6
Mam
HIP ROOFS
i0"<0s306
FIGURE R3012(7)
COMPONENT AND CLADDING PRESSURE ZONES
3'-4`
HP
(2) 3052-SH
16' -011
(2) 3052-AW
FLOOR PLAN
I I
DW IE�7011
—
II-011 I,
'3'-8'
-4„
NOTE:
-2-8 LOUV, DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
-OTHER OPENINGS 5ETWEEN THE GARAGE AND RESIDENCE SHALL 5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS
T4AN 1 3/8" (35 MM) IN THICKNESS, SOLID ORHONEYCOMB-GORE STEEL DOORS NOT LF58 THAN 1 3/8" (35 MM) THICK, OR
20=MINUTE FIRE -RATED DOORS.
WR
w
IEXTERIOR MASONRY
WALL 511 HEIGHTS
SQ.FT.
CALii
LIVING
182B SQ. FT.
GARAGE
430 SQ. FT.
ENTRY
16 SQ. FT.
LANAI
W SQ. FT.
TOTAL
2362 SQ. FT.
A/C VOLUME
16086.5
N
�.I 7'
A BAR DETAIL
SCALE: 1/2' = I' —O"
=I W
IN
(K)VANITY O VANITY
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: 0003325
F
W
U
w
0
0.
y
q
F
A
F:
0 unXI LOT:
CREEKSIDE
LOT 58
PitOJnCTl(i
04321.000 058R1
MODS
4EBB
""
//y�1828—CALI
GALi.AGIC 8 Aii\V'i
LEFT
IPAGIM
FLOOR
PLAN
160 MPH EXP C
ARCHITECT:
STATE OF FLORIDA
DATE. 06/01/18
®CALF: 1/4"=1'—O"
SIi3ffiET
2
I�6
i-
TEXTURED FINISH
OFF RIDGE �VENT
1�6
8'-&' 5RCs. HGT.
0'-0" FIN. FLR. _
OFF RIDGE VENT
S'-8" BRCS. HGT.
0'-0" FIN. FLR.
OFF RIDGE VENT
LEFT ELEVATION
TEXTURED FINISH
OFF RIDGE t
W-S"-
■
N
0-0" FIN -PLR.
OFF RIDGE T
RIGHT ELEVATION
TEXTURED FINISI-4
�r
r
1'-0
FRONT ELEVATION
TEXTURED FINISH
NOTE: WALL FENESTRATION FLAS-NNG AS PER F5CR R103A
I=01
0'-0" FIN. FLR.
SI-41NGLE
ROOF
DECORATIVE
FOAM DRAIN
TILES
0-8' 55C3 PGT
IFi'X60" FYPON
DECORATIVE
5I-4UTTERS OR
EQUIVALENT
4" RAISED
BAND (TYP.)
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
= 8.17SQ. FT.
8.17
= 1176 SQ. IN.
MIN. REQUIRED VENTILATION
= AX 1176
IN UPPER PORTION OF ATTIC
= 470.4 SQ. IN.
(BALANCETO 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 REQUIRI 67.20
Tea iz
qx�—�DEC1/2a O,-DETAIL
SCALE:
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325oo
rA
W
y
w
U
w
0.
w
a
F
A
OtmDIV. de LOT.
CREEKSIDE
LOT 58
PEiOJECT#
04321.000 058R1
MODEU
4EBB
"1828-CALI"
GARAGE OWING:
LEFT
PAGE:
ELEVATION
„C„
160 MPH EXP C
DA�TZ:: 06 /O1 /18
SCALE: 1 /4"=1' — 0"
SHEET
C
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) META-16
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, EM BED 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"
y
Z
(2) HTA-20
2430
(2) HETA-20
2035
(12) 30d x 11/2", I -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"
0
LUGT-2
2260
LGT-2
2150
BLK (5)1/4"x 3" Wedge-Bolt+Anchors, WOOD (16)10d
(7) - 1/4" x 2 1/4" TITEN, WOOD (16) 16d
a
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
H UGT3+
9860
HGT-3+
10530
WOOD (8} lOd, 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
CONC (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
1510 PARALLEL A
R TO WALL WALL
1470 PERPENDICULAR
LTA2
1210 PARALLEL TO WALL
1210 P RPPENDICULAR TO
WALL
(10) 1Dd x 11/2"
(10) 10d x 1-1/2"
MUGTIS
4175
VGT
4940
(1) 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) 30d 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) IOd X 11/2", (20) 10d
(24) 10d X 11/2"
HTW 24
1530
HTS-24
1450
(24) 10d X 11/2", (20) 30d
(24) 10d x 11/2"
(10) 10d
(14)10d
LSTA 12++
930
LSTA-12++
925
(10) 10d
LSTA 18 ++
1235
LSTA-18++
1235
(14)10d
MSTA-18++
1310
MSTA-18++
1315
(14) 10d
(14) 10d
MSTA-24++
1640
MSTA-24++
1640
(18) 10d
(18) 10d
vj.
MSTA-30++
2065
VISTA -30++
2050
(22) 10d
(22) 10d
<
cc
MSTA-36++
2065
MSTA-36++
2050
(26) 10d
(26) 10d
tF-
KSTI236
3890
MSTI-36 1
3800
(36) 10d X 11/2"
(36) 10d X 11/2"
KTS1248
5140
MSTI-48
5065
(48) 10d X 11/2"
(48) 10d X 11/2"
LFiA6
1210
H6
950
(16) 8d x 11/2", (16) 8d)
(8) 8d TO PLATES, (8) 8d TO STUDS
SPT24
1030
SP4
885
(6) 10d TO STUDS (6) 10d TO PLATE
(6) lOd x 11/2" TO STUDS
MP34
525 IN F1 @ 160°%
A34
515 IN F1 @
160°%
(4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST.
(4) 8d 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"x2 1/2" W/ THREADED 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"x3" 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
PA066
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
LTT20B+++
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 CONC., (26) 16d X 2 1/2"
u
Z
HTT45
5005
HTT5
5090
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (26) 16d X 2 1/2"
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC., (26) 16d X 2 1/2"
Q
UPHD11+
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 Th" WOOD SCREWS
PHD5A
6525
HD7B
6645
1
(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 CONC., (3) 3/4" STUD BOLTS TO WOOD
TDX8
7870
(1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC. (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 CONC W/ 3/4" DIA ITW RAMSET/REDHEAD
DYNA BOLT SLEEVE ANCHOR OR EQ W/MIN 5"EMBED INSTALLED IN FACE. (14)10d AT JOIST
(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
Ln
HU54121F
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°%)
cc u.I
V.
HD4101F (CMU)
1950
5000
HUC410
(CMU)
1800
4500
(18) 1/4"" x3"" WS3 SCREWS, (10)10dTO
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:
Q
a:HD210-21F
(CMU)
1950
5000
HUC210-2
(CMU)
1800
4500
(18) 1/4"" x 3"" WS3 SCREWS, (10)10d TO
WOOD. USP (20) 3/16""TAPPER+, (10) lOd 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) 1/4 x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD:
LGUM26-2
2125
6065
LGUM26-2-SD
1430
5595
(4) 3/8" X 4" Wedge-Bolt+Anchors, WOOD (4) WS3 WOOD SCREWS
(4) 3/8 x 4 TITEN HD 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 MLIST BE FILLED SOLID w/GROUT.
++10d COMMON NAILS CAN BE SUBSTITUTED WITH Sod 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.
H
+++ MINI MUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7"
Lu
O
A.T.R. = A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
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 SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2017" , "HIGH WIND -RESISTANT CONSTRUCTION F-C-H WRCAGI6, 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 HTA16AT 32" ON CENTER MAX. STRUCTURAL RIM BOARD W/ PERPENDIC;
LAR
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.
S. HEADER SPAN CHART & MINIMUM WALL & HEADER
STUD REQ. ARE STANDARDU.N.O ON FRAMING PLAN
6. MIN. ZX4 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 SHEATH ING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
& PROVIDE DRAFT STOPPING IN FLOOR TRUSSES ASREQUIRED FOR MAX 1000 SF. COMPARTMENT PER 2017 FBC RESIDENTIAL -SECTION R302.12.
9. REFER TO DETAIL 8 SHEET D4 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS & DETAILS.
HEADER SPAN CHART
SINGLE
STORY APPLICATION
SIZE
CLEAR SPAN
D5L 2
x 6
UP TO $'-4"
D5L 2
x 5
5'-4' TO 7'-0'
D5L 2
x 10
"
1'-0' TO 10"-0
D5L 2
x 12
10'-0' AND OVER
TWO 5TORY APPLICATION DOWN STAIRS
SIZE
CLEAR SPAN
D5L 2
x 6
UP TO 5'-O"
D5L 2
x 5
5'-0" TO 6'-4"
D5L 2
x 10
6'-4" TO 5"-0'
D5L 2
x 12
6-0" AND OVER
.MINIMUM WALL AND HEADER
STUD RE UIREMENTS
MAXIMUM I -LEADER SPAN (Pt.) UP TO 5'-0" TO 81-011
UN.O. 4'-11 1/2' TT-11 1/2" 1 AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER I 2 3
NUMBER OF FULL LENGTH STUDS
AT EACH END OF HEADER 1 2 3
2 x 12
(02 SYP)
T // 1/16' 055
NAIL (3) 12d m 6"-5" O.G.
TYP. 2x12 BM./HDR.
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
W
y
W
V
W
ti
0
0.
A
A
ti
suaDm 89 L40T:
CREEKSIDE
LOT 58
PROJrECT#
04321.000 058R1
MODEio
4EBB
"1828-CALI"
GARAGE B rtMG:
LEFT
PAGE:
CONNECTOR
SCHEDULE
160 MPH I: C
06/01/18
OCALE: 1 /4"=1' - 0"
811EET
4e1
5J1 EJ� 5JI
II II II II
5J3 11 II II I II II II II II II 5J3
I
5J5 = I = 5J5
DE AL-2
95
lit
A4 ® U
43
0-0" ���� �'-�D" �G'-�"—T r'-C"
or y
ILL @
Z
Q
Ix4 DIAL. BTM.
CHORD BRACING,
TYP.
Ul
i , i L-
—
1
I I I II I I
®U
Ix4 BTM. CHORD BRACING
12' O.C. MAX., SECUFRED W/
(2) Iod COMMON NAILS 0 - - _ __ __ _ _ AIA
EA. CHORD INTERSECTION, - - — = = I I - I - U
FL
®@
LL
ATTIC I
JU
AL
I Q
I
55
I I I I
56
jv��5-t
ICsE cI�E
3'-0" 3'-O" 3'-�" 377 3'-C" 3'-�" g�-��� 3'-��� 31_��� �_��� 31 Tii
IX4 DIA& BTM. CHORD FIELD FRAMED MARL E END 5RArIwrj
BRACING, TYP. ARCH m 6-0" AF-- SEE DTL. '4' SHEET 04
FRAMING PLAN
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
l AA #: 0003325
F
W
W
a
a
w
0
0.
w
a
F
q
Cti
SVBDIY. de LOT:
CREEKSIDE
LOT 58
PROJECT#
04321.000 058R1
MODEr.
4EBB
"1828-CALI"
GARAt%E 8WING:
LEFT
PAGIC:
FRAMING
FLAN
160 MPH EXP C
DA a: 06/01/18
BCALJC: 1/4 ft=i$— 0"
ELECTRICAL LEGEND
SYM50L DEFINITION I NOTES
12W OUTLET 20 AMP SMGLE POLE
lieu OUTLET
I II0v OUTLET I ro &_
CaFI
Ilydv OUTLET
cri0.i1m�' YP"r"� rr�'
INTEie)PTER frAMPER
RESISTANT TYPE)
221VV OUTLET
(4) WIRE CONNECTION
WATERPROCP
Riw"R FAULT
GFI
CUTLET
ININ
SWITCH
SWITCH I 3-WAY OPER
V4 SWITCH 4-WAY OMR.
WALL MOUNTED
o LICsHT
CEILING LICs14T
�01 VP I VAPOR PROOP
LIGHT
r
�Ql
RECESSED CAN
WALL SCONCE
PRE -WIRED
y
[ ,)
VENT. PAN
10" PER SO. PT.
W/LIC04r I I CPM PER SQ. FT.
FIXURE
rBPEc'S rBD Br
�w neor
2-11ULB WRAP
AROUND
= =( I V FLUORESCENr
_ _ _ =� 14'PLUOI:ESC=%t I I
4' TRACK LIGHT
® i PANEL
METER
OSMOKE
S.D.
" BACK-UP
DETECTOR
UV HARDWIRE
WALL MOUNTED
GATT- BACK-UP
SD.
SMOKE DETECTOR
W/ WARDWIIM
'�`"•' ® INTER -CONNECTED S/GO CCM DEt�cTOR SHALL BE A DISTANC
CP NOT LESS THEN 4'
PENDANT LIGHT
�I I�>
NATURAL GAS
fl
CUTLET
.
TELEPHONE JACK
TV. I 1 TELEVISION JACK
CEILING PAN/LIGFITIACCOIW0ANM W1 BOX
MARKED AS BUCH FOR
FLOOD LIGHT
KErPAP RITr
P$. PUSH-BUTTON POR CHIMES
USB PORT'
LOCATION OF TV JACKS 4 PHONE OUTLETS +
FANS TO 5E VERIFIED 0 HOMEOWNER
PRE -CONSTRUCTION MEETING.
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO 5E ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF FBCR 6TH
EDITION (2011).
20 AMP DEDICATED LAUNDRY CIRCUIT.
C%FI ® ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO 5E LOCKOUT
IN PANEL
5ATHROOM EXHAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT PER
ELECTRICAL PROVISIONS OF SECTION
M1501.4 F5CR 6TH EDITION (2011).
LAUNDRY ROOM RECEPTACLE SHALL 5E
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING METHOD SHALL BE NON METALLIC
CAALE PER ELECTRICAL PROVISIONS OF
FBCR 6TH ED (2011).
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FBCR 6TH ED (2011).
ALL LAMPS SHALL 5E SELECTED 5Y
5UILDER AND 15% OF LIGHTING MUST 5E
CONSERVATION (RESIDENTIAL ENERG'r
EFFICIENCY) 2011, 6th EDITION R404.1
COACH
LIGHT
'--.----------------.------"'i
ELECTRICAL PLAN
W P Panel MAIN - A
PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.B
FEEDER: 3- #1 Cu THWN & 1-#6 Cu (G) in 1 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
5304
Description
Space
Space
A/C C.U.-1
Bkr
35
Pole
2
Wire
#8
#12
1
20
Exterior Receptacle GFI for TUG
1200
1
2
#12
2
20
Irrigation Pump
1000
3
4
5
6
Space
7
8
PANEL - A
PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O.
FEEDER: 3-#1 Cu THWN & 1-#6 Cu (G) in 1 1/2" C. OR 3-#210 AL THWN & 1-#6 Cu (G) in 1 1/2" C.
Wire
Pole
Bkr
Description
Watts
Circuit
Circuit
Watts
Description
Bkr
Pole
Wire
# 12
1
20
Small Appliance
1500
1
2
8000
Range
50
2
#6
# 12
1
20
Microwave / Hood GFI
1800
3
4
#12
1
20
Small Appliance_
1500
5
6
4500
Water Heater
25
2
#10
# 12
1
20
Refrigerator
1500
7
8
# 12
1
20
Dining Receptacles AFCI
1500
9
10
1200
Disposal GFI
20
1
#12
#12
1
20
Bath GFI Receptacles
1200
11
12
1500
Dishwasher GFI
20
1
#12
#14
1
1 15
Foyer / Hall / Bed. #2 & #31 Bath #2 AFCI
900
13 1
14
5000
Dryer GFI
30
2
#10
#14
1
15
Living Room, Lanai Lights AFCI
900
15
16
#14
1
15
Kitchen, Pantry, & Dining Lights & Rcpts AFCI
900
17
18
1500
Washer GFI
20
1
#12
#14
1
15
SD & C/O AFCI
900
19
20
1000
Garage Door Opener GFI
20
1
#12
#12
1
20
Laundry / Bed #4 / Den AFCI
1200
21
22
1200
Garage Lights and Receptacles GFI
20
1
#12
Space _
23
24
900
Owner's Suite A FCI
15
1
#14
Space
25
26
900
Owner's Bathroom AFCI
15
1
#14
Space
27
28
900
Exteror Lights and Recept GFI
15
1
#14
Space
29 1
30
1000
Irrigation controls only
20
1
#12
Space
31
32
Space
Space
33
34
Space
Space
35
36
Space
L35A/C
Space
37
38
Space
#8
2
AHU-1
(Heater 5 KVA at 65%
5525
39
40
Space
41
42
Space
Load subject to demand factor calculations / line
16000
27600
Load subject to demand factor calculations / line
Demand Factor Calculations:
ABBREVIATIONS:
AFCI: ARC FAULT CIRCUIT INTERRUPTER
NC: NON -COINCIDENT LOAD
GFI: GROUND FAULT INTERRUPTER
Total load subject to demand factor 43800
'
First 10000 watts at 100%
10ODD
Remaining watts at 40%
13440
Total A/C load
10829
LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD
Total Connected Load Its
34269
Total Amps (watts / 240 volts)
142.8
General Lighting & Receptacle Load
Total A/C Square Feet
1828
General Us & Rec 3 W / Sq. Ft.
5484
Hi -Hats 1 at 65W/Liclht at 100%
65
Total General Lights & Rec (Watts)
5549
Ckts# wratts/ckt Total watts
General Us & Rec Panel A 1
9
617
5549
SO At CF' ELECTRICAL R15ER
NOT TO SCALE.
GENERAL NOTES:
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH ELECTRICAL PROVISIONS OF THE: P5CR 6TH
EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
5. ALL CONDUCTORS SHALL EIE TYPE THHN/THWN UNLESS
NOTED OTHERWISE.
POWER COMPANY
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE: 3 M COPPER (CU) IN
1-1/2" DIA SCHEDULE SC PVC CONDUIT OR PROVIDE 3
#2/0 ALUMINUM (AL) IN 2" DIA SCHE:DULE'. 80 PVC
CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO 51D.
PROVIDE 3012/0 CU, THWN + 10/6 CU IN 2" CONDUIT OR 3
04/0 AL, THWN + 1% CU IN 2" CONDUIT.
(CONDUIT TO TERMINATE A5OVE SOFFIT m OVERHANCs,)
COM51NATION SERVICE
DISCONNECT SWITCH AND
M ELECTRIC METER IN
NEMA 3R ENCLOSURE
150A/2P
P" IC5
TELEPHONE SERVICE
ENTRANCE
EQUIPMENT
INTERSYSTEM 50NDING
TERMINAL AT LOW
VOLTACsE CONNECTIONS
150 AMP
120/240 VOLT
I PHASE
MLO
PANEL
CABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
1 04 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE F5CR 6TH
EDITION (2011).
5/6" DIA X 8 FT LONG COPPER CLAD GROUND ROD
1441 N. RONALD REAGAN BI
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
W
w
V
W
Q
F
C.1
W
A
h
'T.
ti
F
BVHDIV. +aC LOT:
CREEKSIDE
LOT 58
PROJECT#
04321.000 058R1
MODETa
4EBB
"1828-CALI"
GARAGE SWMG:
LEFT
PAGE:
ELECTRICAL
PLAN
160 MPH EXP C
D `: 06/01/18
SCALE: 1 /4"=1'
SHEET
CALI EQUIPMENT SCHEDULE
3 TONS
MFG
CARRIER
C.U.
25H5C536A*30,
A.N.U.
FX4DNl5,F)03'IL
NEAT
5Kw
SEER
15 SEER
TOTAL CAP
34800
ELECTRIC
208/230/INP
5RKR
G.U. 35 A.N.U. 35
REF LINES
3/4' t 3/5"
ruNTIA r�:i� 10
h
N
y
U
W
may..
0
E
4
U
h
Q
F
A
C:
�9VHDIV: de LOT:
CREEKSIDE
LOT 58
PROJECT*
04321, 000 058R1
a�coaEs�
4EBB
"1828-CALI"
GARAGE 8WMG:
LEFT
PAGE:
HVAC
PLAN
160 MPH EXP C
06 /01 /18
OCALF:1/4"-l'-0$1 1
SHEET
!V We REBAR VERTICALLY W/ CONIC. Y Y
POUR CELL STUDS O.C. MAX
SEE EiERSY CODE FORMS FOR
INBULATIOJ R-VALUES ATE TO STUD W/
z TEM WIP FNISH
L W SE T. P SLAB W/ }' THI Zb00 PSI . 78 DAYS
? S• Cntl . PLATE TO SLAB IOU;' WASHER T PLATE TO SLAB UU 10d
ru UZ' GYP. W_ �. t W/ 2' WASHER 7' D. N. • Or_ MAX, SLAG REUFORGED W/
NAIL . 3Z' O.G. MAXx
O51 IO6 x 6 - WI,4AUTA W1UM.
WOOD EASE ..3]' OG MAX °
S
? q STOP - 4 CONIC. REINFORCED W/ i'X6' '14 IREB.AR .) ° z
L z _ WIAXWIA WLF OR EIBERMESH ON ° - u ' - °• �i . 1/2' RAPI 9 J m
6 MIL VAPOR RETARDER ON 4 MVC. RER'ES14 D W/ 6'X6' WI OR 4' INFOGH O W/ 6'Xb' VAPOR
' COW- REUFORCED W/ MIL, WIAi0111A E OR dZ
WIF FIBER' WELL -COMPACTED
-C 6-MIL VAPOR W1lF OR F G-f aH 6-MIL VAPOR OR FIDERMESH ON 6-MIL, VAPOR
WELL -COMPACTED CLEAN FILL. �' Wj FILL. ITE tREATMEdT TO BE'>
O RETA ON UELL ENIT TO BE
CLEAN lll RET:AEX
WELL-COMPACTED CLEAN z W R O{ LLELL-COI'7PACTED CLE r +-
DOPIA-CARE APPLIED AT Pl"ING. M a" 1'-m" 4° - 4 FILL ATMENT TO BE
• ". TERMITE 7REA1MEN7 70 ME FILL. TE TE tIREATI'h3dT TO BE N
BORA- APPLIED AT FRAMNG. 4„ A ED At PRAMNG. 4" 1'-0 4" APPLIED At PRAMNG.U: ON IRS
®= Ww
L In E I'-0' 4 I _g. f215 RED.AR CHAIRS 2�_O� I�_8� (Z) 5 RE O1AIR8 O• MN. s' >
(]) 5 REDAR ON CHAIRS . . raROWJD
1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING L I
W/ BLOCK WALL � AT L.B.W. (W/ UPLIFT) AT L. B. W. AT L.B.W. (W/ NO— UPLIFT) 3 STAIR DETAIL
: " w li SCALE: IR'=I'-®• SCALE: 1'-1'-0'
SCALE: I/4 .I -0
C
°•a ° ° a ..
4' CONG, REIPF. W 6'xi' wlAiauL40 WIM ON
w b-MIL POLY ETHYLENE VAPOR RETARDER 4' GONG, REIf'F. W/ i'x6' WIAXWIAi81W1'T�\/'''\\�
f > 4" ON DELL -COMPACTED CLEAN FILL TERMITE OV 6-MIL POLY ETHYLENE VAPOR S1UD8 W' OG. MAX STUDS 16' O AX\
o $, TIEATMENT SHALL ME BORA-CARE RETARDER CN WELL -COMPACTED CLEAN HEAD �I
[U 5 f�BAR Q•1 CHAIRS 4" 4' FILL TERMITE TREATMENT SHALL DE SECURE BOTTOM O W/ SECURE BOTTOM O VARI WI
BORA-CARE 6"'IbON SP4 ' O SIMPSON SP4 . '0
4 THICKEN EDGE GARAGE STEP—UP HEIGHT O= GARnr,E SECUR E DT 0 W/ kxv HEIGHT of GARAGE SEaI Dr. A o w/;'xs'
SCALE: IA'.1'-°' VARIES WITH SLOPE ]� R 7� EMIBED- VARIER WITH SLOPE ]' R 7' EMBED. TO SLAB WI IOd
@��NON�JBE�An�RING T1N. • MA MIN.. OC MAX 0 32' OG. MAX
w XY FOR EXPANSION Efgw D FOR EXPANSION w
� b W
> w j
pwW W
uo 6'X6' WIAXWIA __ °'` - •: - _ _
L OrCl FIRE Qy 6-MIL. VAPOR w a i�N`FORGED W/ 6'X6' WUFXWA ' CONC. RE0470 C D W/ 6'X6' WL4>WAA COVC. RENFORCED W/ 6'Xi' WIAXWIA
ro ONL�_
LL-COMPACTED CLEAN 4' N ! AXWIAO WLUM OV FIDERMESH CN 6HMIL VAPOR - OR FIE+ERMESH aV 6-MIL YAPOR flBERMESH ON 6-MIL. VAPOR
TIATMENT TO DE b-MI PDLY ET VAPOR RETARDER W RET R ON WELL-GOMPAGTIED CLEAN z B-' ER ON "ELL -COMPACTED CLEAN z WER ON LLELL-COMPACTED CLEAI
RE APPLIED AT FRAMING. } a 4 A I HALL BE CLEAN
FILL TEP _ FIBORA-C AP AVIENTTO } $• 4 4, FILL - ITEAPPLIED ITTOE I,-O FILL. f1E TI�ATMENT TO BE
m m' 4' 4" BORA- APPLIED AT FRAMING.
5 IREDAIR O{ CHANRB z — 5 REDAR AIRS (315 IREBA CHAIRS MIS RED.AR CHAIRS
K m 4 ,4"
1°
1—STORY FOOTING RAGE STEP— GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP
NON— BEARING L. B. W. W/ UPLIFT �A 2—STORY L.B.W. W/ UPLIF @�L. B.W. W/NO UPLIFT
AT FRONTPOREXTENDED STEP 6 STEMWAL M"�000RSEsscALe:SCALD:
sEGul P.T. Dr. To eL Wu
I/7'X9' t
EMBED. MIN. 7' OG M 1 1115 MBAR VERTICALLY W/ OONG (V 5 MBAR I Y a � N E VAPOR VIM
POURED CELL WV COJC. - N 6-MIL HYLENE VAPOR
�u ILL TERMITE TIATMENT SHALL
SECURE P.T. I. O W/ y CMU - T WELL-COMPACTEP
6HER 1. S' CMU q
EMBED. 3] A• m z F L OF U 4" all 4' F bRA-CARE
w E u NOTE: OPTIONAL USE OF oll GARAGE " 4" 5 R ON CHAIRS
4 . W/ 6'x6' W.4XWIA0 WU'T Q 'i, CONCRETE CURD .GARAGE EYERMINED BY -
WALLS TO DE DEIEWINED BY DIVISION.
m > > oN -M METHYLENE VAPOR BUILDER BY DIVISION STS CONCRETE PAD
w ° a R ON WELL -COMPACTED GLEAN 81UC(.O
NF. IW 6'x6' WAXWAO WLM - n PI RMITE TREATMENT SHALL 8E STOP IGH7 VARIES
? ' R' -G.A.� CURB HEIGHT VARIES m 5CALr: 1 '.I' -
ON 8 POLY ETHYLENE VAPOR a' w
° ! ER ON DELL -COMPACTED GLEAN MOD ON CHAIRS q w W L w °
° F TERMITE TREATMENT SHALL W z W W - > z s
b' -CARE L ? z L "' E .. _
a 4' CONIC. REINFORCED W/ 6'X6' WL4XWI.4
L <'' ro O 'a F FOR
OR PISeRMESH ON i-MIL VAPOR 6 Br DTR�AgC
z W (]) 5 RE CK CHAIRS ° -0 09 O 4' CONC. RENIKORCED W/ 6'X6' WL4XW.4 _ °�RPER CN WELL -COMPACTED OLEMI Sj3D. FLOOR
w Will- OR AMER°1ESH ON 6-MIL VAPOR - m
r � O„ 4„ q. "'�' RETARDER WELL-CO°1PAA rE CLEAN • • FILL. ITE TREATMENT TO BE
•FILL Temm" TW14TMENT TO BORA- RE APPLIED AT FRAMNCr.
AGE STEP—UP DORA-CARE APPLIED AT FRAMNG. W ° - a °
2—STORY L.B.W. j o L 4 4^ (2) 45 REBAR ON GHAIR3 4 e 8' a' . (3)$ qV G WIRS °
GARAGE STEP—UP EXTENDED FOOTING ryo m8 g $
1—STORY L B.W. 6 SCALE: 1/2'=r-O'
1—STORY FOOTING 2—STORY FOOTING ° 4
Wl UPLIFT AT GARAGE AT GARAGE
&EX�TIEIND�ED
FOOTING E GLAD i vJ' HE A IE6 8� A -
ALE.V9'_1' �" SCALE: 1/Z -I 0' 1O SCALE. PT S.G.D.
(1) 5 R OAR VERTICALLY W/ CONC. LI -
P u= CELL W ON 6-MIL. POLY �ETHYLee VAPOR
Ovc
SEE ENER3Y RETARDER CK"ELL-COMPACTED CLEAN
INSULATION R- •:� ° TERMITE TREAT"t-NT SHALL BE
TEXTURED YNItN4D
S' GMU z (Z) 5 ON CHAIRS
F L 1n' m
ryQ - � . LAB AT GARAGE
7 SERVICE DOOR
0'-01 FIN. FLR
z UCCO
w TOP ' 4' cow- ww-oRGED IOU 6'x6' ('� ^ \ NOT USED CAULK AND SEAL ° 4Q
E z_ u WAXWA UIILF OR FIDER°'ESH ON �- GAS LINE z
L - - b-MIL VAPOR RETARDER Oy r
w�° °. L-COMPACTED CLEAN FILL. g�N0 �� ITE TAEAIMEN7 TO BE PORED LRttEL CONT. ftYP) IFOIR GAbBLINE m O 6' F*/C CHASE THI81 fWTMG C
. VE
CARE APPLIED AT 'y.. S' CM FILLED CELL (TYP.)
FRAM
z Q 4• a' a° 4" !3) 5 RE ON CHAIRS :; : ]X WALL FRAMNG e' CI'41
(4)If'XV ANCHOR BOLTS or (4))?XT' /IR' DRTWALJ- I -row ON CHAIRS
p - O„ BOLLS MN. b' EMBEDMENT W/ ]'X]'XI/S' /
WASHER AND NUT SPACED EVENLY FROM WOOL? DAM 2-STORY
2—STORY FOOTING FLOOR TO DOND CAM. SET IN JONTS (3)'b REPAIR ON GHAIRB
PRIOR TO RLLNG. (SLEEVED ANCHOR N
SOLID POUR ACCEPTABLE RETROFIT) ' °
W/ BLOCK WALL EXT. /INT. FRAME WALL TO
lv SCALE. 1/2Y'-0" 5 BLOCK WALL CONNECTION nPojR L VERTICALLY W/GONG
SCALE, V)'.I'-IV SEE ENEMY CODE FORMS FOR
a INSULATION R-VALUES
v cm
16 GAS LINE THRU BLOCK IR'GYP-W-BD.
: P•P=�' z WOOD DAM
NOT USED � a w 4' COI%IC. POW W1 b'"6' WAX01,40 WWM
CN 6-MIL POLY ETHYLENE VAPOR
RETARDER O•I W=LL-COMPACTED CLEAN
FILL TERMITE TREATMENT SHALL BE
DORA-CARE
(V 5 MBAR SET N 6UMPSON HIGH
STRENGTH EPDXY 6' EMWSED. MN. (2) 5 REBAR • I -STORY
L (3) 5 IEBAIR • ]-STORY
TSIDE REBAR TO BE
CONTINUOUS
- 6' PVC CHASE 7HR1 FOOTING
OUEp
4' CONIC.. RENF. "V 6'xi' WL4)NJL40 - [I1 5 VERT. DOWEL
°. a.. VIM ON 6-MIL POLY ETHYLENE ' ° 'a o LAPr'ED W/ BOND BEAM
VAPOR MTA)RDER ON !U 5 REBAR AT CORNERb L I -STORY
" ..4 WELL -COMPACTED CLEAN FILL +' W/ Zb• LAP MIN, n 0 a. e" a" (])5 REPAIR ON CHAIRS
TERMITE TREATMENT SHALL Me ]-STORY
� B'-� a'-r MiN-LAP (3) 5 REBAR ON CHAIRS HORIZONTAL/VERTICAL
Y" PIPE THROUGH �E� REINFORCING
TYP. RETROFIT FOR SCALE:
1—STORY FOOTING
OMITTED DOWELS � REBAR LAP AT FOOTING TYP. REBAR LAP W BLOCK WALL
.r' rJ J 7 SCALE: IR'=I'-°' C AT LINTEL CORNERS D
SCALE: I '_jr-j�
AI.I, EXrr1E1:ZIO1z;," F'OOTEIRS Ar FINISH SLAB'S 70 BE MI]N-. 12" B]ELOW TJNIDISTTJ]EZBEB SOIL
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
mo
NOT USED
tuna
K
W/ i'xb' WAJ4W.40 UUrTLTREATMENT SHALL BE
vON CHAIRS
in O 4• I' 4"
1 _8.
GARAGE STEP—UP
2—STORY L.B.W.
W/NO UPLIFT
GC EXXTTENDED FOOTING
SCALE: I/1"=I'-0'
RECESS POR
vI_m GARAGE POOR
m
° 4' CONIC. R`e1I.F. W/ 6'x6' WAXWIAO WLM Oi
6-MIL POLY ETHYLENE VAPOR RETARDER Oi
WELL -COMPACTED CLEAN FILL TERMITE
TREATMENT SHALL BE BORA-CARE
(V 015 REBAR ON CHAIRS
�� GARAGE DOOR FOOTING
�11 SCALE: 112'=I'-0'
a/ .'VARIES
3^
(IJ 5- °
m� � SHOWER RECESS FOOTER CREEKSIDE
°
LOT 58
PROZECT#
04321.000 058R1
adODinu
4EBB
"1828-CALI"
GARAGE A. VIING:
LEFT
PAGE:
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
160 MPH EXP C
GROUTED DOND REAM
VARIES R ELEV.
TIE VERTICAL
TO HORIYONT
REBAR W/ 10'
M PER ELEV.
7ED BOND BEAM
a
°a
�I
CLEANOIT REQUIRED
FOR NSPECTION
0'-0' FN. FLR
IE VERTICAL REBAR
HORIZONTAL
R W/ WD' HOOK
Z � �
�0
°
HORIZONTAL/VERTICAL
REINFORCING AT
BEARING CHANGE
CONTROL DATE: 07/01/15
w
a
U
W
O
F
0.
5
Q
F
A
ti
aRINT -I
A 06/01/18
OCALM 1/4"=1'—O"
8HMICT
IDI
F15ERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FSCR
RR905.1.1 ON a, 0.6.5.
SHEATHING OR }' CDX
PLYWOOD SECURED
PER FASTENER
SCHEDULE
PRE-ENG TRUSS
MTL. DRIP EDGE
2x4 OR 2x6 FASCIA PER
ELEVATIONS
VENTED ALUM. SOFFIT
EMBED. STRAP VERIFY
W/ TRUSS PLAN
THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
1—STORY
1 BSCALEm�ALL
LO
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
' GYPSUM 50ARD OR J" HIGH
STRENGTH CLG. 5OARD
CONC. FILLED LINTEL 5LK W/ lU
wo RESAR CONTINUOUS
PRECAST LINTEL
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRECAST SILL
(1) 05 RESAR VERTICALLY W/
CONC. POURED CELL
Ix2 P.T. FURRING STRIPS 0 16" O.C.
8" CMU
1/2' GYP. WL. 5D.
WOOD SASE:
F15ER3LAS6 SHINGLES
OVER W FELT PAPER
INSTALLED PER F5CR
RR905.1.1 ON J' 0.5.5.
SHEATHING OR �" COX
PLYWOOD SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x4 OR 2x6 FASCIA PER
ELEVATIONS
VENTED ALUM. SOFFIT
PRE-ENG. GA5LE TRUSS
WEEP SCREED
(SEE DETAIL 5/D3)
2X6 P.T. SECURED TO
MASONRY w/ I/2"x9' A.5.
w/ 2' DIA. WASHERS, "I'
MIN. EMBEDMENT WITHIN
8" OF EA. END, 32' O.G.
MAX IN FIELD.
GONG. FILLED LINTEL
5LK W/ lU *5 R I5AR
CONTINUOUS
PRECAST LINTEL
5/5" THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY To MASONRY
(1) wo RE5AR
VERTICALLY W/ CONC.
POURE).M CELL
all GMU
2x4 5LOCKING 5ETWEEN TRUSSES
AT FIRST FIVE SAYS 4'-0" O.G.
(AT SHEATHING SEAMS)
STIFFIBACK At ALL UPRIGHTS
OVER 4'-10" HIGH (SEE SEALED
ENG. FOR SIZE AND CONDITION)
T''F PRE-ENG WD. TRUSS 24" O.G.
.. MAX.
MAX.
1— STORY wo
GABLE BLOCK
2 WALL
12 2x4 RAT RUN SECURED W/
(2)12d' C2) s g EACH TRUSS
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
5/8" GYPSUM BOARD OR 1/2"
HIGH STRENGTH CLG. 50ARD
IX2 FIRE: -STOP
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
`—PRE-CAST GONG. SILL
lx2 P.T. FURRING STRIPS m 24" O.G.
1/2" GYP. WL. 5D.
i— WOOD BASE
2X4s
SECURE TO BLOCK W/ V&'
2X4o
2'X
TAPCONS OR DRIVE PIN
SECURE TO BLOCK W/ )W
SECURE 10 BLOCK WN4'
(MIN. SHANK 812E J48
TARCONSSPA OR DRIVE PIN
TAPCONS OR DRIVE PIN
MIN. HEAP 512E 300
MMM. SHANK SITE .145
(MIN. SHANK SIZE .14b
MIN. EMBEDMENT I YSN
MIN. HEAD SIM 300
MIN. HEAD SIZE 300
0' CMU
WRHM B' OF EACH SNP t
18' OG, MAX SPACING. NOTE: STRUCTURAL 2X MUST BE
MIN. EMBEDMENT I Y1)
WITHIN 8' aF END t
NOTE; STRUCTURAL 2X MUST BE
MIN. EMBEDMENT I Y4')
WITHIN B' OF EACH END t
NOTE: STRUCTURAL E MUST BE
ON OUTSIDE t SECURED
1f' DRYIWILL
ON OUTSIDE t SECURED THROUGH
2Xim
SEACHPACING.
18 O.C. MAX BPACMG.
ON OUTSIDE t SECURED
18' O.C. Max SPACING.
THROUGH RUGTURAL Ns'
I'x4' OR 1'X2' P.t. NAILER
NON--& 01 5VII NT INTO
wP1-N.' MIN. I-Y4' EMBEDMENT INTO
SECURE TORBLOCKDRIVE
2E"m
TURAL Ni'
TAPCC I -I NON-Y4'
2XCUR
INL IA"
T MIN. I-Y4 EMBEDMENT
❑
Ix4 Pt. OR' X4' MIN.
SECURE THRU FRAME t
B OR DRIVE PIN BLOCK
SECURE
rAPC.ON MIN. I-Y<' EMBEDFIENt
MM
INTO BLOCK
SECUT TO BLOCK
W/1-1/4' TAPCONS OR
INTO BLOCK.
TO 13L
EXTEND I-Y1 INTO BLOCK
MIN. SIZE J45
MIN.TAPSHANK
MIN. HEAD SIM 300 '
WR-i(`' TAPCONB OR
A " O
DRIVE PIN
DRIVE PIN
❑
UW %- TAPGONS OR DRIVE
MIN. EMBEDMENT I Y1)
GR
,DRYWALL
(MIN. SHANK SAYE .145
'CMU
(MIN. SHANK SIZE A45
MIN. HEAD SIZE 3"
CT1LL
IONWITHIN
(MIN. SHANK S12E .145
B' OF EACH END t
18' O.G. MAX SPACING.
'X4' OR I'X2' P.T. NAILER
MIN. HEAD SIZE 300
MNL EMBEDMENT I Y1)
X/' DRYWALL
MIN. EMBEDMENT 1 Y49
'DRYWALL
'X4'
MIN. HEAP SIZE 300
I
2X8�
❑
WITHIN 8' OF EACH END 4
❑
'X4' OR I'X2' P-T. NAILER
WITHIN 8' OF EACd END /
16' O.C. MAX SPACING.
❑
OR 1'X2' P.T. NAILER
MIN. EMBEDMENT -XI
SECURE TO BLOCG WIJ-?fi'
4 O.S.B. X 4' MML
IS' OZ. MAX SPACING.
WITHIN 8' OF EACH END t
TAPCONS OR DRIVE PIN
2XO�
2X8m
w' OJiD. X 4' MIN.
18' OC. MAX SPACING
(MIN. SHAi'IK SAYE .145
DOpR CASING
BEGUN TO BLOCK W!J-N.'
OOR CASING
SECURE TO BLOCK UJ/I-I/4'
DOOR CASING
MIN HEAJ:3 SIZE 300
DOOR JAMB OR UANDOW
TAPCONS OR DRIVE PIN
TAPGONB OR DRIVE PIN
(MIN. SHANK STYE
POOR CASING
DOOR JAMB OR WINDOW
ATTACH r0 2X PER
MIN. rr-gD ENt 1 49 ATTACH TO 2X PER
WITHIN 8' OF EACH END 4
(MIN. SHMBK SIZE J45
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
.148
MIN. HEAP SIZE 300
DOOR JAMB OR WINDOW
ATTACH 70 2X PER
MANUFACTURES DETAILS.
MANUFA.CTURES DETAILS.
W or- MAX SPACING.
Mr•L EMBEDMENT 149
MANUFACTIUREB DETAILS.
MIN. EMBEDMETIT I Y4')
MANUFACtU b DETAILS.
NOTE, SHIM As NEEDED TO PLUMB
NOTE SHIM AS NEEDED TO PLUMB
WITHN 8' OF EACH END t
18' OJ:. MAX SPACING.
NOTE: SHIM AS NEEDED TO PLUMB
WITHN 8' OF EACH END t
IB' O.G. MAX SPACING.
NO1V- SFNM A6 NEEDED 'TO PLANS
JAMIB (DO NOT EXCEEP 49
JAMB (DO NOT EXCEED V)
JAMB (DO NOT EXCEED V )
JAMB (DO NOT EXCIMP 49
DOOR JAMB TO BLOCK +9/4 OR +5/4
DOOR JAMB TO BLOCK +1-15/16"
DOOR JAUB TO BLOCK +3"
DOOR JAMB TO BLACK +3-7/16"
U IIiIIDON TO BLOCK +S/4 OR +6/4
in1 WBIDOIf TO BLOCK +1-15/15"
i1 "DON
"
TO BLOCK +3"
r 1OMW TO BLACK +3-7/16"
e 3/B . '_0
1.: . �-. 3 8%�--rT
BGALE: 3/8'=1'-O'
2X44w
2X4:m
2X4:m
SECURE TO BLOCK W/'14'
2X4=
SECURE to BLOCK W/ Va'
SECURE r0 BLOCK W/
TAP0" OR DRIVE PIN
SECURE TO BLOCK WH4'
TAPCONS OR DRIVE PIN
N
TAPGOVB OR DRIVE PIN
(MIN. SHANK SIM J4b
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .140
(MIN. SHANK SIZE .H5_
MIN. HEAD SIM 300
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. HEAD OMEN 300
EMBEDMENT WITHIN
V 4Y1B'
IY4')
MIN. EMBEDMENT I Y1) WITHIN
B' OF EACH END t I8' O.G.
MIN. ENTND I Y1' WITHIN
END t 18' OZ.
OF ENO.C.
MAX SPACING,
NOTE: 2X MUST
MIN. EMBEDMENT IZE
WITHIN V OF EACH END t
NOTE; 2X MUST
MAX SPACING.
F EACH
8' MAXEACH
k 6pAC.MG.
STRUCTURAL 2X MUST
2X6
OUTSIDE 4
B£ ON OUTSIDE t SECURED
IB' O.C. MAX SPACING:.
ON OUTSIDE 4
1 SECURED
2X6:tta
2X6ts
ME O
BE RV OUTSIDE t SECURED
9EG1R`c r0 BLOCK
THROUGH NON-STRUCTURAL
2X6�m
THROUGH
H NONE
THROKsH NON-STRUCTURAL
SECURE TO BLOCK W/J-
SECURE r0 BLOCK WR-N�'
THROUGH NON-STRUCTURAL
_ ' TAPCONS OR
Nr' TAPCON MIN. 144'
SRCURE TO BLOCK WA-1/4'
%' TAPCON MIN. I-Y1
TAPCONS OR DRIVE PIN
TAPCONS OR DRIVE PIN
Nr TAPC.ON MIN. I-Y1
DRIVE PIN
EMBEDMENT INTO BLOCK
TAPCONS OR DRIVE PIN
EMBEDMENT INTO BLOCK
(MIN. SHANK SIZE .145
(MIN. SHANK SIZE .14b
EMBEDMENT INTO BLOCK
(MIN. SHANK SIZE J46
(MIN. SHANK SAYE .146
MIN. HEAD SIZE 300
MIN. HEAD SIZE 300
MIN. HEAD SIZE -1"
B, GMU
MIN. HEAD SIZE 3"
Y1)
MIN. EMBEDAl=A
MIN. EMBEPT'EZ'UT I Yl) WITHIN
8, GMLL
MIN. EMBEDMENT I As)
)S' DRYWALL
MCrL EMBEDMENT I Ya')
8' CMU
WITHIN 8' CEND t
8' CMLL
8' OF EACH END t 18' O.C.
K• DRYWALL
WITHM B' OF EACH END
t �' O.C. MAX SPACING:.
I'X4' OR I'X2' P.T. NAILER
WITHIN 8' CF EACH END t
16"
%%' DRYWALL
IB' OG. MAXING.
1j' DRYWALL
MAX SPACING.
❑
I'X4' OR 1'X2' P.T. NAILER
2XB.m
NO 2X SECURE TO
O.C. MAX SPADING.
2
I'X4' OR I'X'J' P.T. NAILER
2XB;m❑
I'X4' OR 1'X2' P.Y. NAILER
OOR CABH`Ya
2XB®
SECURE TO EN_OCK WR-Nd
OOR CASING
BECURRE TO BLOCK
STRUCTUW/Cd EAGa
SECURE td BLOCK W/I-I/4'W12-%'
' P.T. X 4' MIN.rAPCGNB
SECURE TO WR-'l4'11
TA1aCON8 OR DRIVE PIN
TAPGONS OR
WRItHIN
tAPCONS OR DRIVEIN
OOR G48MGs(MIK
OE PIN
64ANK45
(MIN. 8HANK SIZE Job
DRIVE PIN
END t 6' TO 8' OL. nAx
(MIN. SHANK SIZE Job
MIN. HEAD 0
DOOR JAMB OR WINDOW
70 2X
MIN. HEAP 'SIZE 300
MIN. I Yi) WITH
DOOR JAMB OR WINDOW
tTACFF t0 2X PER
(MIN. SHANK SIZE J40
MIN. HEAD SITE 300
OOR CASING
DOOR JAMB OR WINDOW
MIN. HEAD SIZE 300ATTACI-4
MIN, EMBEDMENT I Y4)
DOOR JAMB OR WIW70W
MIN. EMBEDY1) WITHIN
8' OF EACH18' OG.
PER
MANUFACTURES DETAILS.
EMBfsDMENt
8' OF EAC..H END 4 0' O.G.
MANUFACTIUIRES DETAILS.
MIN, EMBEDMENT 1 Ys)
TTACH TO 1X PER
WITHIN e' OP EACH END 1
ATTACH TO 2X PER
ANUFACTURES DETAILS.
MAX SPACISHM
A6 NEEDED TO PLUMB
MAX SPACING.
NOTE, 6FiI'I A8 NEEDED i0 PLUMB
WITHIN 8' OF EACH END 1
IB' O.G MAX SPACING
MMWFACTURES DETAILS.
18' O.G. MAX SPACING.
B' GMU
K' DRYWALL
I'X4' OR I'X2' P.T. NAILER
❑ IN4 P.T. OR 4'1X4' MIN. SECW� THRU
714t]'?
t EXTEND 1H1 INTO BLOCK W/
GONa OR DRIVE PIN
❑ANK SIM J45AD SIZE 300
MIN. EMBEDMENT I W
WITHIN 8' OF EACH END t IV O.G. MAX
SPACING
CASING
JAMB OR WINDOW
4 TO IX PER MANUFACTURES
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (PO NOT EXCEED Y1)
DOOR JAMB TO BLACK +3/4 OR +5/4
fir\ Olf3 8 .BLA CK +3/4 OR +5/4
JAMB (Do NOT EXCEED 41)
JAMB (Do NOT EXCEED Y1)
NOTE, 814M AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED Yv
NOTE: OHM A6 NEEDED ro I'LUT1B
JAMB (DO NOT EXCEED A,)
DOOR JAMB TO BLACK +1-1//2"
DOOR JAMB TO BLACK +2 }
DOOR JAMB TO BLACK +3"
DOOR JAMB TO BLACK +9 3/4'
in>1 VINDOM' TO BLOCK +1-1/l"
Tnl 1IIIiDOW 'LY) HIACK +2 1 4 iF
" `
WADOA TO BLACK +3'
rTTS1 Vomw TO HIACK +9 9/4"
e
SCALE: 3/8'=F-0'
SCALE: 3/8'=1'-0'
vy SCALE: 3/8'=1'-0'
a
;TENER SGHEIDULE
NAIL REQUIREMENTS
TOP CORD BLOCKING AT 4'
13W
USE 1/16' O.S.B. OR 1/2' COX PLY WITH V RING SHANK GUN NAILS AT
4" O.C. AT SUPPORTEZ) PANEL EDGES AND 08 RING SHANK GUN
NAILS AT 6" O.G. AT INTERMEDIATE SUPPORTS, SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS a 4' O.G.
EXTERIOR SHEATHING
USE 1/2' COX OR 1/16' OSB PLY WITH 08 RING SHANK GUN NAILS AT 6'
O.C. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.C. TOP I
BOTTOM PANEL AND 08 RING SPANK GUN NAILS AT 6' O.C. AT
INTERMEDIATE SUPPORTS OR T/16' ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS). 8EE DETAIL.
NOTE: -RING SPANK GUN NAILS SHALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
-ROOF DESIGN PRESSURE BASED ON WORST CASE
SIZEI
HEAD
I LENGTHI
DIA
NSILE STR
Sol
ROUNpMODIFIED
I '1/8'
.113
11
OR T
1
10d
RO *DMODIFIED
2 1/0'
.128
IT0,000
STAPLE,NAM COOME
AM CIATITIONNT
1. 0.113 INCH NOMINAL SHANK DIAMETER
2. RING DIAMETER OF 0012 OVER SHANK DIAMETER
3.16 TO 20 RINGS PER INCH
4. 0280 INCH FULL ROUND HEAD DIAMETER
5. 2 INCH NAIL LENGTH
O.C. MAX. IN FIRST 2 FRAMING NO I E: tl'io EXT SUEATPINCW ATTACI IMENT I
SPACES AT EACH END. FOR SHEAR 4 UPLIFT (OSJ3. TO SE STRUCTURAL N
RAFTER OR TRU55 GRADE) CONNECTORS FROM STUD TO PLATE ARE a
ROOF SHEATWING7 NOT REQUIRED EXCEPT 6 OPENINGS
BUILDING LENGTH
P
z
�ROOF e�4EAT�41NGx LAYOUT
AND ENDWALL 5RACING
FOR GABLE END 1=RX IINn
"8 RING SHANK GUN NAILS A 4" oD_
TOP a BOTTOM EDGE5
F15EIZI SHINGLES OVER
030 FELT PAPER INSTALLED
PER F5CR RR005.1.1 ON I" O.S.B.
SHEATHING OR 1" CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE O'
TYP.
O.H.
MTL. DRIP EDGE
2x4 OR 6 FASCIA PER
ELEVATIONS
VENTED A SOFFIT
STIF-5AC T ALL
UPRIGHTS OVER '-10"
HIGH (SEE SEALED G.
FOR SIZE 4 CONDITIO
O.S.B. SHEATHING OR Ij" CD
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET D2
OR l/16" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
1/8' THICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
EXPANDED GALV'D METAL LATH
ON FORtIF15ER 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 7AUA2
SECURE GABLE TO 2x6 P.T.
PLATE W/ 126's V O.C. MAX
Si CURE 2x6 PT. PLATE TO 5L /
0x9' ANCHOR BOLT W/ 2" W ER
SET IN SIMPSON HIGH ST NGTH
EPDXY l" EMBED. MIN 32" OC
MAX.
THICK, 3 CO PORTLAND
CEMENT 1F TER APPLIED
DIREC Y TO MASONRY z
1— ORY GABLE
/ VAULT CLG.
LO C K WALL
SCALE: 3/4" =1' -@"
w
u
N
u
rj
rol
2X6 P.T. SECURED TO
MASONRY w/ 1/2'x5" A.B. w/
2' DIA. WASHERS, "I' MIN.
EMBEDMENT WITHIN 8" OF
EA. END, 32' O.G. MAX IN
FIELD.
rI
MB 2' PECK SCREWS 0 6'-8'
O.G. MAX a EDGES 4 12' O.G.
MAX IN FIELD. UNTHREADED
'SHANK TO EXTEND SEYCI
THICKNESS OF 51115-FLOOR
SHEATHING
TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
2x4 BLOCKING: 5ETWEEN TRUSSES
WHERE "X' BRACING 15 PRESENT
PRE-ENGs GsA5LE TRUSS
CONT. 2x4 RAT RUN SE:GURE:D /
(2) 12d's a EACH tRU58
TO 5E INSTALLED a MID. INT
OF TRUSS SPAN, OR 10'- ° O.C.
MAX.
BEE ENERGY C E FORMS
FOR
INSULATION R- ALUES
1" GYPSUM ARM OR �" HIGH
StRENGt CLG.50ARD
_��Nx4 24" O.C. INTERIOR KNEE
WALL
GONC. FILLED LINTEL BLK W/ ()
i� "5 RESAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRECAST SILL
lU M5 RE:BAR VERTICALLY W/
CONC. POURED CELL
Ix2 P.T. FURRING STRIPS a 16" O.C.
" GMU
I " GYP. WL. 5D.
NOTE:
PER F5CR R905.1.1 - FOR ROOF SLO 5 2:12 TO
LESS THAN 4:12, A (2) LAYER UNDERLA ENT
SYSTEM IS REQUIRED. FOR ROOF SLOPE
4.12 OR GREATER, (1) LAYER UNDERLAYME IS
PERMITTED BUT MUST 5E PER ASTM D226 T
II, ASTM D 4869 TYPE IV, OR ASTM D 615-I
IX4 DIAGONAL STM.
CHORD BRACING:.
SEE PLAN FOR
LOCATION
PRE-ENG'D WOOD
TRUSS (TYP) a 24"
O.G. MAX
SIMPSON
® BETA-16
(TYP) VERIFY
VW/ TRUSS PLAN
CONC. POURED
LINTEL COURSE
1X4 SYP LATERAL
RE-INFORCING 36" O.C.
MAX a TRUSS STM.
CHORD, SECURE W/(3) 10d
NAILS o EA TRUSS
CHORD
GABLE END BRACING
5GALE: 1/2 " =1'
08 RING SHANK GUN NAILS
0 6' O.G. IN FIELD
TTP_ EXT. 5HEAT4HINC$ ATTACHMENT FOR ROOF
SHEATHING (OSB. To BE STRUCTURAL GRADE)
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
W
w
0
F
a
F
a
1:
99tTRP12v% de LOT:
CREEKSIDE
LOT 58
PROJECT#
04321.000 058R1
MODELa
4EBB
"1828—CALI"
GARAGE 81IIN'G:
LEFT
PAGE:
SHINGLE MONO.
SECTIONS &
DETAILS
160 MPH EXP C
ARCHITECT:
STATE OF FLORIDA
np�., 06/01/18
9CALE: 1/4"=1'-0"
13I'�ET
D 2LJ
1$ERCsLAS5 SHINGLES
VER 030 FELT PAPER
I STALLED PER FBCR
2x4 BLOCKING BAT N
RS05.1.1 ON a" OZ.$.
TRUSSES AT FIRST (
FI RGLASS SHINGLES OVER
PROVIDE EAVE
SH ATHING OR }" CDX
BAYS 4'-0' D.C. (A
030
FELT PAPER (OR
BAFFLE OVER THE TOP
P YWOOD SECURED
PIKE LASS SHINGLES OVER
SHEATHING SEAMS
APP OVED EQUIVALENT) ON
OF INSULATION FOR
PER FASTENER
SCHEDULE
-EMBED. STRA
030 Lt PAPER INSTALLED
o.S.B. IHEATHING OR 1" CDX
CLEAR VENTILATION
VERIFY W/ T SS
PE FBCR RReO5.1.1 ON �'
PL OOD SECURED PER
PER FBEC R402.2.3
PRE- WE). TRUSS
PLAN
O.S.B. EATHING OR �" CDX
F STENER SCHEDULE
24" O.C. MAX.
PLY OD SECURED PER
F
PRE-ENG TRUSS
�
ZIP SHEATHING SYSTEM
TANAR SCHEDULE
(INSTALLED PER MANUF.
MTL. RIP EDGE
SEE ENERGY CODE ORMS
MTL. D IP EDGE T P.
PRE -EN Cz D. TRUSS
TL. DRIP EDCxE
SEE ENERGY GOD FORMS
SPECS.)
FOR INSULATION R ALUES
2X4 OR 2X6 ASGIA""
24" O.G. X.
2x4 OR xlo SUB -BAND
FOR INSULATION -VALUES.
WOOD SHEATHING
E
2X4 OR 2 FASCIA
PER EL vATIONS
5/S" GYPSUM BO OR 1/2"
HIGH STRENGTH LG. BOARD
PER ELEv LIONS
PE ELEVATIONS
5" I..
$ GYPSUM BO D OR 2
WR6 LAYER "L
DOUBLE TOP P ATE
VENTED ALUM. S IT
GONt. 2x4 RAT SECURED
W/ (2) 12d's s H TRUSS
VENTED UM. SOFFIT
HIGH STRENG CLG-
stucco WRAP
WRB LAYER 02, FORTINSER
VENTED ALUM. OFFIt
�'-�"
WINDOW HEAD R SIZE VARIES
SEE ENERGY ODE FORMS FOR
BOARDPAPER
METADLI
o- -
PER WINDOW PENING SEE
I/2° COX OR I/16" 5B
SECURE t0 WALL P R
INSULATION -VALUES
*
1,000 UPLIFT
SIMPSON
L TI4
``
HEADER SpN CHART FOR
FASTENER SGHEDTL
5/8" GYPS BOARD OR
ONNEGTOR
SP2 g E
I.. FASTEN ro wooD STRUCTURAL
1/2" CDX OR 1/16" SB
SECURE to WALL R
DETAILS
ON SHEET D
1/2 HIGH RENGTH GLG.
2 S7 P 02
2X8 STU
MEMBER * 1' O.C. MAX
1/8' TEXrURED
FASTENER SGHEpU
WINDOW A TACHMENT AS PER
OR 1/16, TIP
gp
BOpp
POUL'L TOP PLATE
D TOP
_•
FINISH • WOOD
ON SHEET D
MANUFA TREE FPACIFICAtIONB
SHEATHING SYSTEM
WINDO HEADER SIZE VARIES
PLA E
'M' TYPE CONTROL JOINT
OR 7/I6" ZI
SHEATHING SYSTEM
WINDOW ILL
(INSTALLED PER
MANUF. SPECS.)
PER NDOW OPENING SEE
FRAME TI $LOCK
CONNECTION SEE DETAIL
(INSTALLED PER
2x6 St ps 16' O.G. MAX W/
HEA ER SPAN CHART FOR
ZIP 514 THING
15/Dt
MANUF. SPECS.)
INSUL. SEE ENERGY CODE
FO FOR INSULATION
DET ILS
SYSTEM NSTALLED
RY WALL
&' METAL LATH STRIP
1/8" THICK, 3 COAT
V LUES
WI OW ATTACHMENT AS PER
UFACTURES SPECIFICATIONS
PER MAN SPECS.)
I DIA ANCHOR BOLT
• • 6' WIDE stRlt= SELF
ADHESIVE FLASHING, CLEAN
CEMENT PLASTER
4 G SUBFLOOR GLUED AND
1/8" THICK, 3 GOAT
CEMENT PLASTER
INDOW SILL
OR
WALL
AT 16" O.C. MAX Wltl--I 7"
11
EMBEDMENT AND 2
r:` MASONRY EsEFO� APPLYING
TEXTURED
APPLIED t0 METAL
LATH OVER 2 LAYERS
RAWAD AS PER FASTENER
APPLIED TO METAL
2x6 STUDS + 16' O.G. MAX W/
SHEATHING
DIA. WASHER
FINISH ® MASONRY
HEDULE ON SHEET D2
LATH OVER 2 LAYERS
INSUL., SEE ENERGY CODE
S' cMu
OF GRADE D
BUILDING PAPER OR
OF GRADE "D'
FORMS FOR INSULATION
2x8 SYP 02
SP1
PAPER BACKED LATH
BUILDING PAPER OR
R-VALUES
WOOD STUDS
gIPASOX
OVER AN APPROVED
PAPER BACKED LATH
GLTEp ANp
3a t < G FUER
"
At 12 O.G. MAX
STUD
VERTICAL CONTROL
HOUSE WRAP
OVER AN APPROVED
HOUSE WRAP
SCREWED AS PAS FASTENER
PER
SCHEDULE ON SHEET 02
]BETWEEN DISSIMILAR
t
O
SOLE PLATE"
(1) COURSE TIE-BEAMM
ATERIALS
'
.a
POURED 50LID WIT; -I
(DSCALE:
DETAIL �/lU BA2
PRE-ENG FLOOR TRUSS
Z
CONCRETE. C1) S
N.T.S.
(INSTALL PER MFG. SPECS.)
w Z
0
CONS. FILLED LINTEL
ELK. W/ (1) S REBAR
/''�
�" GYPSUM BOARD OR J" HIGH
STRENGTH GLG. BOARD
DETAIL -tB/WA2
O �
WEEP SCREED PER
PRECAST LINTEL
" T 4 G 5U5FL00R GLUED
ND SCREWED AS PER
CONTINUOUS
Q
IX2 NAII.ER/DRAFT STOP
O
PRE-ENG FLOOR TRUSS
(INSTALL PER MPG. SPECS.)
� Lu
ASTM 926-C 4 1063-G O
(SEE DETAIL 2/D3
WINDOW ATTACHMENT AS
FA ENER SCHEDULE ON
SHEET DZ
" GYPSUM BOARD OR i"
Z 111
PER MANUFACTURES
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
HIGH STRENGTH CLG. BOARD
IX2 NAILAR/DRAFt STOP
LU V
O
SPECIFICATIONS
FASTEN 2X4 BBON
GMU) W/ (5) 12d N S i
PRECAST LINTEL
w u
Z
*S REBAR 6 16
PRECAST SILL
GONG. FILLED LINTEL 15LK W/
+5
—
O.C. MAX, IN
PRE -EN OR SS
WI OW ATTACHMENT AS PER
(1) REBAR CONTINUOUS
Z
u1
CONCRETE
( INSTALL EG
5/8' THICK, 3 COAT
MA FACTURES SPECIFICATIONS
EE ENERGY CODE FORMS
(K Z
POURED G L,
2 P.T. FURRING STRIPS
PORTLAND CEMENT
PRE AST CONCRETE SILL
R INSULATION R-VALUES
VERIFY P
16" O.G.
CONC. F I EL BLK W/
PLASTER APPLIED
P CAST LINTEL
�O
Q Q
PLAN.
8 U
C1 B CONTINUOUS
DIRECTLY TO
MASON R
(1) "5 BAR VERTICALLY
W/ CON POURED CELL
WIND ATTACHMENT AS PER
MANUF CTURES SPECIFICATIONS
-1 z
O
R-4.1
I/2" YP. WL. BD.
E1p3
I B JD O N
5/8" THICK 3 OAT
O U
INS CATION
*4
Ix2 P.T.Fu ING
PORTLAND NT
PRE-C T CONCRETE SILL
(1) NTINUOUS REBAR
FASTENING DET
STRIPS 0 ° O.G.
PLASTER PLIED
WOOD 5E
�j
8" CMU
DI TLY to
(U'5 RAB R VERTICALLY
4 O
SCALE- 3/4"=1'-0"
I/2" GYP• WL• D•
ASONRY
W/ CONC. P URED CELL
m
Z 11
04 REBA 48" LONG
p WOOD BASE
1x2 P.T. FURR G
a W/6" HooK 24" O.C.,
I
STRIPS a 24" C.
O
z
a (
MIN. 24" INS B
ROOr T Ec o P
FIN. FLE
8" GMU
CL
_ L�
2'-0" (MIN.
No�r
f
1/2" GYP. WL. BD.
Q I
IN SL4S�
rOR
CLARHITY SEE
f
i
WOOD BASE
SHOP Durs9�
• •
Yw\ I
�0
I-011
� d
—
d d -C
&
a.
4
FLR
W
LL I
a 3 1/2" GONG., REI W/ 6 x6
•
d
WI.4XWI.40 WWM ON -MIL
EXTERIOR WALL
C TIO N
POLY ETHYLENE v POR
SHEATHING (SEE
Nolte)
2—STORY
—STORY
O O D .
° Q a RETARDER ON
FASTEN EACH STUD
TO DEL. TOP PLATE
W/ USP SID NAIL
_: ;
;
WELL -COMPACTED CL AN
PER MANUF.sPECS.
WALL
WALL �a. , "
-, ` `
FRAME TO;
�° FILL TERMITE TREATME T
SECTION
SECTION
LOCK WALL
2'-0" SHALL BE BORA-CARE
SECTION AT TOP
1
ON CHAIRSAR CONTINUO
F EXTERIOR WALL
SCALE: 3/4"=1'-0"
SCALE: 3/4"=1'-0'
9
SCALE: NTS
FIBERCzLASS SHINGLES
PRE-ENG GABLE TRUSS
1=IBERGLA55 SHINGLES
OVER 030 FELT PAPER
VER 030 FELT PAPER
PRE-ENG GABLE TRUSS
NOTE:
INSTALLED PER FBCR
RR905.1.1 ON" OSB.
SPF 57IFF5ACK (SEE SEALD TRUSS
I LLED PER FBCR
RR -a ON O.S.B.
SPF STIPFBACK (SEE SEALD TRUSS
DIAGONA ACE m
XTERIOR WALL STUDS
WALL SHEATHING
1 PLACE STRAPS SPACED
AND FASTENED AS
SHEATHING OR �" GDX
ENG. PACK FOR SITE s CONNECTION)
.1 s"
SHEATHI" CDX
ENG. PACK FOR SIZE d CONNECTION)
CENT OF TRUSS
FASTEN STUD
SHOUN WITH ONE
WALL ADDITIONAL 8 AT
PLYWOOD SECURED
2x4 SPF BLOCKING BETWEEN
PLYWOOD S RED
2x4 SPF BLOCKING BETWEEN
S OR HIGHEST
O BLOCK EACH wlNDow sruo
wtrH usR Mer STRAP WITH
PER FASTENER
TRUSSES At FIRST l5) BAYS 4'-0'
PER FASTS
TRUSSES At FIRST (5) BAYS 4'-0"
IDGE. DIAGONAL
FASTENERS ASS .INSTALL
SCHEDULE
O.C.. (AT SHEATHING SEAMS)
CHEDULE
O.C. (AT SHEATHING SEAMS)
BRACE TO BE 0 ANY
STRAP • EA. E UND) 4 ( COMMON NAILS
NOTE:
MTL. DRIP EDGE
SPAN 15'-0' OR
GREATER. REFER t0
SPACE STRAPS AS F
-1-10 MPH 'G': 32
OWE:
r ttiD (0.148 DIA X I 1/2"MTL.
DRIP EDGE
DIAGONAL BRACE 0
-110 MPH 'B': 32'
O
PRE-ENG
TRUS 24' CENTER OF TRUSS SPAN OR
2X4 OR 2X6 FASCIA
PER ELEVATIONS
TRT 24
TRUSS ENG. FOR
ADDITIONAL
tsm MPH 'c': 32
150 MPH 'a': 4e'
OG.
oc. ovERPwALLraTHING
2X4 OR 2X6 FASCIABRACE
O.C.MAX.
HIGHEST RIDGE. DIAGONAL
TO BE s ANY SPAN
SECURED W/ (3) 12d
HORIZONTAL TRUSS
140 MPH 'a 45'
TOP OF STUD WALL
oc.
PER ELEVATIONS
15'-0" OR GREATER. REFER
NAILS
REINFORCEMENT.
_
SOLE PLATS
SECURED W/ (3) 12d
SECURE t0
t0 TRUSS ENG. FOR
SEE FASTENER SECURE t0
0'-0' TO 30'-0" lU
FILL ALL REMAINING STRAP
HOLES w/ I0a NAILS 1Nro
NAILS
TRUSS W/
ADDITIONAL HORIZONTAL
SCHEDULE ON SHEET TRUSS W/
X-BRACE
WOOD BACKING
1/2" CDX OR -1/16" OSB
(2) 12d
TRUSS REINFORCEMENT.
D2 FOR SHEATHING
(2) 12d
30'-1" TO 60'-0" (3)
0
FASTEN tO WALL PER
NAILS
0'-0" TO 30'-0" ll)
FASTENER PATTERN
I/2" CDX OR �/16" OSB
NAI
X-$RAGE (1) X-$RACE
DO NOT PLACE SCREW IN
TOP HOLE NEAREST TO TOP
FASTENER SCHEDULE
ON SHEET D2
X-BRACE
SECURE t0 WALL PER
a CENTER AND (2)
M�ONRY WALL
OF CM BLOCK WALL
OR -!/16" ZIP SHEATHING
30'-1" t0 60'-0" (3)
X-BRACE (1) X-BRACE
FASTENER SCHEDULE
ON SHEET D2
EQ ALYDFRODMEDENTER
-_ STRAP CONNECT5OTTOM Op
u >sL K WALL
SYSTEM (INSTALLED PER
MANUF. SPECS.)
s% CENTER AND l2)
OR 1/16" ZIP SHEATHING
t0 AND
Wi r1� ins' DIA x I-I/4'
TAPCON MASONRY
WEEP SCREED, FEE
BRACE DIVIDED
GONT• 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER
SYSTEM (INSTALLED PER
ANUF. SPECS)
GONT. 2x4 SPF RAT RUN SECURED
c
GMU BLOCK WALL
u>8
DETAIL 15, SHEET WA2
(2) 12d's is EACH TRUSS
TO END
2X4 W/ 3/8" X 5 LAG
(2) 12d s a EACH TRUSS
ABLE END
2X6 P.T. SECURE W/
(2) 2x4 02 S.Y.P. DIAGONAL BRACE W/
GABLE
032" O.C. MAX. a
(2) 2x4 02 S.Y.P. DIAGONAL BRACE W/
(3) 12d'e EACH TRUSS DIAGONAL S
I/2'X9" ANCHOR
BOLT 32" O.C. MAX.
NAIL GABLE t0 2X6
l3J I2d's s EACH TRUSS DIAGONAL
X-51RACING t0 COVER 5-TRUSSE6
X—BRACING
5Jg" �sYPSUM BOARD OR I/2" HIGH „- ,
SIMPSON MST s
32" .. MAX.
D OP PLAYA
X-$RACING TO COVER 5-TRUSSES
5/s' GYPSUM BOARD OR 1/2° HIGH
BRA
� "
XTERIOR STUD WALL CONNECTIO
TO FIRST FLOOR MASONRY WALL
W/ 12d NAILS 6 O.C.
ST�NGTH GLG. BOARD
SCALE: 3/4 -I -0
2X D 16" O.C. MAX.
STRENGTH GLG. BOARD
SCALE: 3/4"_ -
3 �E-. NT5
MAX.
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
N
w
U
w
0
F
0.
U
W
q
F
a
h
sveD=v. as LOT;
CREEKSIDE
LOT 58
PIROJECT#
04321.000 058R1
MODEL:
4EBB
"1828—CALI"
Gi'AP.AGE BTaNG;
LEFT
PAGE:
SHINGLE MONO.
2—STORY
WALL
SECTIONS & NOTES
160 MPH EXP C
ARCHITECT:
STATE OF FLORIDA
06/01/18
BCAXM 1/4°1=1°-0°'
F=J, a
�TOP PLATE&L IOjC. MAX.
SECURE 2X4 W/ 2-1/4'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145 MIN.
HEAD SIZE 300 MIN.
EMBEDMENT 1 Y4' EA. END NOT TO E Ul/Jpl,@'•
2X4 SOLID MeOCKING
SECURE TQO&EATHING
WITH MIN d PER BLK
EA. END
►NOTE: NAIL 5I41=ATI41NG TO ALL 2X A5 PER EXT. 514EAT4NG NAILING, ad 4" O.C. 1 IAX 1=DCxE5 4 (o"-8" O.C. MAX IN THE 1=1ELD
SECURE 2xb MIN. TO BLK W/ (2) 'XV A -BOLTS 4' EMBEDMENT I
A - _ W/ 2'X2'X1fi WASHER AND NUT SPACED EVENLY FROM FLOOR t0
GARAGE DOOR IN JOINTS PRIOR TO FILLI lG--
DBL. TOP PLATE
2X4 Ib' O.G. MAX.
SECURE 2X4 t0 ;jj
8T.
EXTERIOR ARCHWAY
1
WITH WINDOW
/_�f T.Oq,m VAT.T.FY FT,ASHTNG DETAIL
N TS.
132' O.C.
t sort(
WOOD W/2-12d IN b'-6'
O.C. STAGGERED
SECURE 2x4 W/ 2-We,
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .I48 MIN.
HEAD SIZE 300 MIN.
EMBEDMENT 1 Y4 WIN S'
EA. END NOT 6'
rAl)A1'
=. MADX
BT. PLATE J
2X4 SOLID BLOCKING
SECURE TO SHEATHING
In. CDX
WITH MIN. 2-124 PER BLK.
EA. END
2 EXTERIOR ARCHWAY
2X4 SECURED TO
GABLE ENG W/(2)1
6"-8" O.C.
L-30 •
BLOCKING
2x4 BLOCKING
a EA. RAFTER
EA.
H25 EA.
RAFTER
2x4 RAFTER
® 24' O G.
2x4
FRAMING
CTYPJ
FRAMED OVERHANG
N.TS.
2X4 TOP PLATE? GLG.
UPRIGHT
` B 1/2' CLG. BOARDy TRUSS
Im c .BOARD
2
1/2' CLG. ARD TRAC TAL
WOOD 1/2, D LL TRAGKi, OP t
UD6 016' BOTTOM
G UON 1/2' DRYWALL 1/2' DRYWAL
2X4 CONT. 2X4 WOOD 2X4 CONT.
STUDS •16' STRESS
STRESS CHANNEL SHA
OC UAN BLOCKING 2X4 WOOD
BLOCKING MID -WALL SECURE BT. PLATE STUDS ®24" STUDS 24' O.C. W
MID -WALL Off. LAYER OF 1/2'
SECURE BT. In'X9' A TO SLAB W/ loci TYPE GYPSUM
PLATE TO S0RBY I/2' DRYWALL 32' O.G. MASONRY NAIL • WALLBOA
W/ loci MA
iLNRY EMBE 32' O.C. MAX ATTACHE EAC
NAIL ® 32 O�A.7. 2X4 PT. SIDE i 12
MAX SEpATI PLATE
GONG. SLAB FOND ILS GGtNG. SLAB CONC. 5LA
o: u d °, ONC. SLAB
OUN ATION
FOR T ILS SP 32' .C. MAX 1ST FLOOR
1ST FLOOR 1ST FLOOR 1ST FLOOR TYP.INT. WALL
INT. BEARING WAL INT. BEARING W TYP.INT. WALL METAL STUD
8 (NO UPLIFT) (W/ UPLIFT) ff=Z_E- N-BRG.) NON-BRG.
SCALE: I/2'=1'-0' SCALE:I2'=I'-0' 1/1'=1'-0" SC' SCALE: 1/2'.1'-0'
TRUSS
SP4*32'
MSTA-36 32'
MAX
SP4632' O.C. Y
TFW65 TO WOOD FRAMIW3
51MPSON MTS-12
PRE-ENG.TRUSS
® DOAMTOP LATE
z
26 T O STRESS
DBL. 2X TOP PLATE
F
I ID WALL
t/I6' OS.B.
OR 7A6' ZIP SHEATHING
a
°7
x S 5 16' O.C.. MAX
N
SYSTEM (INSTALLED PER
MANUF. SPECS-)
t SUSPLOOR GLUED
2X BLOCKNNG
CREWED AS PER
TOP OF
A ER SCHEDULE
/2' CDX
I FLOOR STUDS TO
2X STUDS 16' O.C. MAX.
w
FLOOR STUDS
SIMPSON MSTA-36 s 32'
2X BTM. PLATE
O.G. MAX
3/4' FLOOR DECKING
e
PRE- ENGINEERED
FLOOR GIRDER
PRE-ENG FLOOR TRUSS
DOUBLE TOP PLATE
PRE ENGINEERED
FLOOR TRUSS
2x CONTINOUS STRESS
LOCKING MID WALL
Qj
CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK
�--2 STUDS a 16' O.G. MAX,
W/ 1/4' GAP FROM MILK. TO O.S.B.
U.O .
—I/2' WL. BD.
O
HORIZONTAL 2X 5PP. STRUCTURAL BLOCKING AT
PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN
SEC BT. PLATE TO
SLAB 'xS' ANCHOR
Q
REMAINING AREA TO BE SHEATHED FROM DBL. TOP
BOLT W/ WASHER SET IN
PLATE TO HORIZONTAL BLOCKING.
SIMPSON H 61 r ENOTH
EPDXY t' E ED. MIN.
®
SHEATHING • TOP OF WOOD FRAMED WALL TO BE
�32IM
STAGGERED MIN. OF 16' FROM SHEET BELOW
MAX4
Q
INSTALL ALL SHEETS W/FACE GRAN PARALLEL
TO STUDS
2-STORY L.B.
EXT. WALL SHEATHING
SCALE:
4 SCALE: V2'=I'-0'
HEANPR SIZE PER
SPAN V4AW.
DOOR/\
WINDOW
OPENING
7 _F,0
G
19 v-SECURE 2x4 ON� o
FLAT TO BLK
W/ CUT NAILS.
SIDES:
2X6 GARAGE DOOR BUCK W/ (5)
0 JS'XS' A -BOLTS 4" EMBEDMENT MIN.
lid
W/ 2"X2'A WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HDR. IN JOINTS
PRIOR TO FILLING.
1-2X6 PT BLOCK 6 CENTER OF
DOOR HEADER W/(I)JJ'XO" J-BOLTS 0
4" EMBEDMENT W/ 2'X2'>eX' WASHER
AND NUT,
0 INOTES: �0
ALL ANCHORS SHALL BE IN ACCORDANCE TO
MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE
SUCH INSTRUCTIONS ARE MORE STRINGENT
GARAGE DOOR
3 BUCK ATTACHMENT
SCALE: In' - I' -O'
" CDX PLYWOOD
6'-O" OPENING
°
d e
T
4
° q
°
° PIa�GAST LINTEL
q °
a
C.
n
°
°
TO SECURE� G,
ED MIN 1/Z L THAN
',
°
I °
d
I I WIND T E
SE TO L K
4
I
4 LOCKS
°
T 6LOGK W/ (2)
"x3" ON OR DRIVE PIN
( N ANK SIT 145)
d
( MBED. I j")
o
T IN 8' of EACH AND
I OZ. MAX SPACI
°
°
lea.. q
CMU W L
°
a u° - q a
q
4
q ° q °' a 4° ° ° 4 I a
-, > q °
d a ° q
a
a d . aq.
a
q ° ° 9'
— d a
ARCH WINDOW FRAME
TYP. EXTERIOR WINDOW/
4 DOOR OPENING WD FRAMED
SCALE: 1/2"=1'-.m'
SCALE: 3/4' =1'-0"
PRE-ENG TRUSSES W/ ?BUSS
CONNECTOR VERIFY W/
FRAMING PLAN
DOUBLE TOP PLATE
LE STUDS • " O.G.
Z51.5c
NLOT -12 a EA. JACK
P-rup, BOT IDES OF
OPENING
2x ST 6 0 16' O.G. MAX W/
SH THING. SHEATHING TO BE
PIN 3' OF WINDOW/ DOOR
NING AND SECURE PER
NAILING SCHEDULE
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY e A TIME.
SE 12d NAILS, TWO WITHIN 6"
EACH END t NO MORE
TH 12' O.G. STAGGERED
SP4 H5 s TOP AND
BOTT LATES e EA. FULL
LENGTHS D, BOTH SIDES
OF OPENI
SHEATHING T AP TO
BOTTOM OF NG'D
TRUSS BELOW_ SH THING
MUST NOT BREAK I'- " MIN.
FROM 2ND PLR LINE.
-ENG TRUSSES OR
FRAMED RAFTERS
0
2x RIDGE ONE SIZE LARGER
THAN RAFTER SIZE
MIL
N (3) 12d NAILS OR
MIN. (4) loci GUN NAILS
2x4 COLLAR TI VERY OTHER
FTER W/
MIN. (3) 12 I OR
MIN. (4) 10d GUN N
2x RAFTERS
NO NAILER SECURE TO TRUSSES
BELOW W/
(2) 12d NAILS OR
e3) loci GUN NAILS ® EA. TRUSS -
RAFTER TO TRUSS MTS-12'
CREATE VOID FOR 5TRAP-
PENETRATI
ROOF DEG OVER
P TRUSSES-
PRE-ENG.TRUSS
ALTERNATE CONNECTION
MSTA-24 RAFTER TO BLK'G
BETWEEN TRUSSES
HEADER SIZE PER
SPAN CHART.
TYP. INTERIOR
11 DOOR OPENING WD
crni e. n'_p_m'
«5 REBAR VERT. IN
SOLID GROUTED CELL
S/S' THICK 3 COAT
CEMENT PLASTER
APPLIED
DIRECTLY TO
MASONRY
4 CONK FRAMED ROOF
SCALE: I/2' = I' -0'
PR1 -ENG TRUSSES Wl TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
{?OUBLE TOP PLATE
CRIPPLE STUDS ® O.G.
MAX
SI L -12 s EA. JACK
TU B SIDES OF
N
2 TUD5 to 16' O.C. MAX W/
ATHING. SHEATHING TO BE
WITHIN §' OF WINDOW/ DOOR
OPENING AND SECURE PER
NAILING SCHEDULE
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
-JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND _
SPECIFICATION)
-JACK STUD ASSEMBLY TO BE
SECURED ONE PLY a A TIME -
SE 12d NAILS, TWO WITHIN 6'
F EACH END t NO MORE
tH ' O.C. STAG7CsER1=D
I/2'x9' AB. IN 7'
EMBEDME FROM EACH
-END t 32' O.C.
SP4 OR µ5 • TOP
• 1115 UPLIFT
SIMPSOM µTSM20
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPGONS TO CONT
POUND LINTEL
• 1500 UPLIFT
e2) SIMPSOM HTSM20
INSTALLED ON OPPOSITE
FACES Cr- BLOCK WALL
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCONS TO GONT
-POURED LINTEL
PRE -ENO TRUSS
CONTINUOUS
BOND BEAM
BOTTOM PLATES e E ULL TRUSS ANCHOR
LENGTH STUD, BOTH SID 1 RETROFIT
GF OPENING.
-LINE OF SLAB
CORNER BEAD
SEALANT t
BACKER ROD
5' CM SEE
STRUCTURAL FOR
REINFORCEMENT
2xb P.t. LLD
ATTACHED TO FILL
CELL AS PER
PRODUCT
SPpROVAL MG.
FROM MIAMI-DADS
COUNTY
WEATHER STRIP
MOULDIW4 ALL
AROUND (BY
DOOR MANUR)
GALV. SMEL
TRACK BRACKETS
FASTENED TO
WOOD JAMB W/
3/16'xl 1/4' LAG
GALV. STEEL
OVERHEAD DOOR
BGREWS
VERTICAL TRACK
i MIN.
BY OTHERS
BY MAUF.
5LIDE
FASTENED TO
TRACK BRACKETS
W/ I/4'-20XV2'
ROOM
GARAGE DOOR JAMBS
CARRIAGE BOLTS
13 5CALE: 1/2'=1'-0"
AND LOCK NUTS.
PRE-ENCsX�
MTS-12
1/16" OS.B.
SHEET OR
GDX PLYWOOD. T D
PLYWOOD.
PER FASTENER CIE
EET 2
MTS-12
OR IAZI SHE A
6YStEM ( R
MANUF. 5
'
2x4 DER
STU SCURE
PRE -El
BETUEEN BAYS W/
(W 12d' EACH END
2x DOUB TOP PLATE
UDS ® 16, O.G.
MT -12 a EVER STUD
2X4 BT. PLATE
DORMER
16ZATTACHMENT
15 SCALE:1/2"=1'-0'
WALL DET
2X4 DBL.
TOP PLATE
X4 STUpS IV
/16 ° OS$.
TEXT. FINISH
META-16
�CMU WALL
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
6.
W
y
W
W
112
0
F
U
W
A
F
A
F.:
avHDrv. ae LOT:
CREEKSIDE
LOT 58
PROJECT#
04321.000 058R1
MODICLA
4EBB
"1828-CALI"
GARAGE 91rING:
LEFT
PAGE:
misc.
DETAILS
160 MPH EXP C
ARCHITECT:
STATE OF FLORIDA
NO 937231
DATE. 06/01/18
1/4
OCALM
�3HEET
I4