HomeMy WebLinkAboutBUILDING PLAN PAGE 1-15• STATE OF FLORIDA
CERTIFIED BUILDING
D.R. HORTON HOMES
0\ C*O_Is
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.
BLVD.
ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN
S DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER
FAILING 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
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN
WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN
GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF
CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN
GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION
BASED ON THE DRAWING SET,
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1430
CULVER
DRIVE NE,
PALM
BAY,
FL
32907
Tel:
(321) 733-7092
Fax:
(321)
733-7972
DESIGN
CRITERIA:
ABBREVIATIONS
-FLORIDA BUILDING CODE RESIDENTIAL
ABV.
ABOVE
LAV.
LAVATORY
(FBCR) 2017, 6th EDITION
A/C
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
A'•
AMPERAGE
MIN.
MINNUM
-ALL LOCAL AND STATE CODES
BD.
OL
HOARD
CENTER LINE
MTD.
MTL.
MOUNTED
METAL
*OCCUPANCY -
RESIDENTIAL, GROUP R3
CAB.
CABINET
N.T.S.
NOT TO SCALE
• CONSTRUCTION TYPE -
VB
M.
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 —
C
DBL.
DOUBLE
PR.
PAIR
• 1-STORY RESIDENCE -
D.C.
DUAL GLAZED
P.T.
PRESSURE TREATED
• 2-STORY RESIDENCE -
MAX. HEIGHT AS PER LOCAL
DIM.
DIMNS
I-
RISER
DIM.
DIMEENSIOON
RAD.
RADIO
AND STATE CODES
DISP.
DISPOSAL
R.A.G.
RETURN AIR GRILL
OR
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.
EEQ A.
EACH
ION
SHT.
SSG.
SHEET
SHEATHING
/r
S Q FT. CALC � S
.
.
EXH.
EQUAL
EXHAUST
SIM.
SIMILAR
EXT.
EXTERIOR
SL.
SLIDING
LIVING
1672 50. FT.
F.G./FX .
FIXED GLASS
SL. GL.
SLIDING GLASS
GARACsE
432 50. FT.
F.G.
FUEL GAS
STD.
STANDARD
ENTRT
38 5Q. FT.
FIN.
FINISH
SIPS
SHEAR WALL
SECTION
LANAI
96 50. FT.
FLR.
FLUOR,
FLOOR
FLUORESCENT
SC
SOLID CORE
FR. DR.
FRENCH DOOR
TEMP.
TEMPERED GLASS
TOTAL
2238 50. FT.
FIG.
FOOTING
THIL
THICK
GA.
GAUGE
T.O.C.
TOP OF CURB
A/C VOLUME
14113.1
GAR.
GARAGE
T.O.P.
TOP OF PLATE
GAR. DISP.
GARBAGE DISPOSAL
T.O.S.
TOP OF SLAB
G.F.I.
GROUND —FAULT CIRCUIT
TYP•
TYPICAL
INTERRUPTER
U.N.O.
UNLESS NOTED
GL.
GLASS
OTHERWISE
GYP. B➢.
GYPSUM BOARD
V.P.
VAPOR PROOF
H.H.
HOSE HIH
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
I1OR .D
REVISIONS
DESCRIPTION
--
Ol
31
14
BID SET ISSUED
--
02
27
14
CONSTRUCTION DOCUMENTS
COMPLETE
--
06
02
14
RANEY TRUSS ENG.
160-C
ELEVATION "C" STD. ONLY
--
06
05
14
RANEY TRUSS ENG.
160-C
ELEVATION "D" STD. ONLY
--
07
31
14
1 RANEY TRUSS ENG.
160-C
OPT. LARGE LIV. & LANAI
--
07/01/15
1 FBCR 5TH EDITION
2014)
CODE UPDATE
INDEX OF DRAWINGS
SHEET # DESCRIPTION
PG
Cl-COVER
PAGE
PG
GN-GENERAL
NOTES
TERMITE TREATMENT REQ� iRED
PG
1 -FOUNDATION
PLAN
PG
lA-DOWEL
PLAN
PG
1B-LINTEL
SCHEDULE
PG
iB.l-SAFE
LOAD TABLES
ALL MANUFACTURES L4BLES SHOWING
U FACTORS AND SHGC
PG
2 -FLOOR
PLAN
°D"
COMPLIANCE
WITH FBC ENERGY CODE
PG
3D-ELEVATIONS
MUST
REMAIN ON A" DDOAS ML) WINDOWS
PG
4D-FRAMING
PLAN
u LIN81� �gNBARFAPPRDVED
PG
4.1-CONNECTOR
SCHEDULE
PG
5-ELECTRICAL
PLAN
PG
6-HVAC PLAN
PG
DI -FOUNDATION
DETAILS/SECTIONS THESE PLANS AND ALL PROPOSED WORK
PG
D2-1-STORY
WALL SECTIONS
& DETUBJECT TO ANY CORRECTIONS
IRED
PG
D3-2-STORY
WALL SECTIONS
By.FIELD INSPECTORS THAT
DETAIIBE NECESSARY IN ORDER TO
PG
D4-MISC,
DETAILS
PLY WITH ALL APPLICABLE CODES.
PG
WA1-WALL
ASSEMBLY DETAILS
PG
WA2-WALL
ASSEMBLY DETAILS
PG
WA3-WALL
ASSEMBLY DETAILS
PG
WA4-WALL
ASSEMBLY DETAILS
CONCEALED FASTENERS OR ATTACHMENTS
PG
WA5-WALL
ASSEMBLY DETAILS
-WINDOW FAZACTOROFLITYOF
ETENERSBILITYOFTHE
PG
WA6-WALL
ASSEMBLY DETAILS
-SUB -BAND
RECORD
SCANNV U
BY
St. Lucie County
� �-07.7
ST. LUCIE O "fY EUILDP-';
RF.VIEIVED FO L 'CE
REVIEWED BY
DATE I
PLANS AI\ E MUST BE KEPT ON JOB
G:., r1L 2;SP;ECTION WILL HE MADE.
1 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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"1672— ARIA"
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LEFT
PAGW.
COVER
PAGE
160 MPH EXP. C
ARC rrECT:
STATE OF FLORIDA
2
DAB 05/25/18
BCALR: 1/4"=1'-0"
BHRRT
CI
'alp Copy
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 6TH
EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS;
A. FLOOR LIVE LOADS R301.5 (PSF)
I.
SLEEPING ROOMS
II.
ATTICS W/STORAGE
III.
ATTICS W/OUT STORAGE
IV.
POOLROOMS
V.
BALCONIES AND DECKS
VI.
STAIRS
VII.
ALL OTHER ROOMS
B. FLOOR DEAD LOADS R301.4 15
30
20
10
75
40
40
40
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
±0.18
I I
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING
OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 6TH
EDITION (2017).
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE
ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WIT HOUT WRITTEN APPROVAL FROM THE ,CHITECT/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 1-3/8 INCHES THICK,
OR 20-MINUTE FIRE -RATED DOORS PERR302.5.1 OF FBCR (2017),
3. PER FBCR 6TH EDITION (2017) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID
NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE
4. PER FBCR 6TH EDITION (2017) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
AREA BY NOT LESS THANIA -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS,
2 REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE
CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON
AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF, TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED
OTHERWISE.
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING.
6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, 44D PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL, PLACE IN 8" LAYERS AND
COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY
SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
7. COMPACTION BY FLOODING OR JETTING IS STRCTLY PROHIBITED.
8. DO NOT BACKFILL UNTIL SLABS HAVE CURED ORHAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE.
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION
OF THE FINISHED FLOOR SLAB WITH THE SIGNEDAND 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 3/".
4, PROVIDE 61/o AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED/4".
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE,
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
MASONRY
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH
PROVISIONS OF TMS 402 / ACI 530 / ASCE 5.
2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1lb, STANDARD
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F1m = 1500
PSI.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
VARY BUT IT SHALL NOT BE LESS THAN'/a INCH AND NOT MORE THAN 3/4 INCH, REFER TO FBCR 6TH EDITION (2017), SECTION R606.3
FOR MORTAR JOINT THICKNESS TOLERANCES,
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R606 211 OF THE FBCR 6TH EDITION (2017)
L. /ll /l- II IL LIYVIIVLLI\LV YYVVV IIVVVVI(ll IVIV ,
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= 175 PSI E= 1,400,000PSI
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 RATED3/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING OR 7/16 ZIP SHEATHING
SYSTEM.
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
CONSTRUCTION.
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS,
CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN
ACCORDANCE WITH ANSI A58.1-1982.
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240.
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
PAINTED WITH ACORROSION RESISTANT POLYMER PAINT.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE `SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS
NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE
MANUFACTURER IN THE LATEST CATALOG.
19,
DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 6TH EDITION (2017).
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 3/4" PVC (SCHEDULE 40), INSULATED WITH f" AMAFLEX.
4.
SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICETO 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 (2)17).
3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP
EXTERIOR WALL COVERINGS
SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
1.
ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR
THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4
COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS
SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
4, ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
EXTERIOR FINISHES
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3'1
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
I. #5, W31 OR D31 AND SMALLER 2"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
I. #11 AND SMALLER 3/11
I D. BEAMS, COLUMNS:
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/11
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
i C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07)
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER
PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK,
WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la &
ASTM-C1063-12a.
3. LATH & ACCESORIES PERASTM-C-1063-11A & R703.7OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT
LIMITED TO:
ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS
- "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS
- PIPE PENETRATION DETAILS VENT PENETRATION DETAILS
- WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS
- CASING BEAD DETAILS DRIP EDGE DETAILS
- CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS
WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS
- WINDOW FLASHING DETAILS
4, SHALL BE INSTALLED PER ASTM-Cl 063-11A AND R703.7 OF THE FBCR, 6TH EDITION (2017)
FIRE-RESISTANT CONSTRUCTION
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH 12' GYPSUM BOARD. FBCR R302.7.
EXTERIOR CEILINGS
1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING
MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4"
TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) .
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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FOUNDATION (PLAN
NOTES:
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
- FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL
MEET PROVISION OF R3113.1 OF THE FBCR 6th EDITION (2011)
11'-O"
24"X24"XI2" CONIC.
PAD W/I BARS
E.W. ON CHAIRS
MIN. 3" COVER
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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DATE: 05/25/18
OCALM 1/4"=1'-0" 1
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File covy
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LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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STATE OF FLORIDA
05/25/18
NCALI: 1/4"=1'-0Sol
File Cave'
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3052-5H
LINTEL SCHEDULE
NOTE:
THE LINTELS MAY 51= SU55TITUTED WITH LINTELS FROM ANOTHER
MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR
C:REATER CAPACITY THAN THE VALUES STATED
) 3052-514
EGRESS
■
AST-CRETEe LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L 1
17'-4"
SF28-15/IT
L 2
7'-6"
SF16-I5/IT
L 3
12'-0"
SF16-15/IT
L 4
9'-4"
SF16-154T
L 5
7'-6'
8F24-15/1T
L 6
4'-6"
8F16-05/IT
L 7
4'-6°
SRF6-05/1T
RECESSED
8%P6-05/IT 8FI6-05/IT SFI6-15AT SF24-15AT 8F28-15/IT
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.a bdesigngrou p.com
AA #: 0003325
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STATE OF FLORIDA
a
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LROLLAND A ABOUCHACRA
AR NO 93723
np 05/25/18
8CALM 1/4"=1'-0"
SHMET
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
8" PRECAST & PRESTRESSED U-LINTELS
GRAVITY
TYPE
LENGTH
SUS
8F8-OB
8F12-OB
8F16-OB
SF20-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
1 10472
11936
3'-6" (42") PRECAST
2302
3138
3377
4689
6001
7315
8630
9947
3166
4473
1 6039
7526
9004
10472
11936
4'-0" (48") PRECAST
2029
2325
2496
3467
4438
5410
6384
7358
2646
4473
6039
7526
9004
10472
11936
4'-6" (54") PRECAST
1651
1787
1913
2657
3403
4149
4896
5644
2170
4027
6039
7526
9004
10472
9668
5'-4" (64") PRECAST
1184
1223
1301
1809
2317
2826
3336
3846
1665
2889
5057
6096
5400
6424
7450
5'-10" (70") PRECAST
972
1000
1059
1474
1889
2304
2721
3137
1459
2464
4144
5458
4437
5280
6122
6'-6" (78") PRECAST
937
1255
2101
3263
2746
3358
3971
4585
1255
2101
3396
5260
7134
8995
6890
T-6" (90") PRECAST
767
1029
1675
2385
1994
2439
2886
3333
1029
1675
2610
3839
5596
6613
5047
9'-4" (112") PRECAST
573
632
1049
1469
1210
1482
1754
2027
768
1212
1818
2544
3469
4030
3127
10'-6" (126") PRECAST
456
482
802
1125
915
1122
1328
1535
658
1025
1514
2081
2774
3130
2404
11'-4" (136") PRECAST
445
598
935
1365
1854
2355
1793
2075
598
935
1365
1854
2441
3155
4044
12'-0" (144") PRECAST
414
545
864
1254
1689
2074
1570
1818
555
864
1254
1693
2211 1
2832
3590
13'-4" (160") PRECAST
362
427
726
1028
1331
1635
1224
1418
485
748
1076
1438
1855
2343
2920
14'-0" (168") PRECAST
338
381
648
919
1190
1462
1087
1260
455
700
1003
1335
1714
2153
2666
14'-8" (176") PRESTRESSED
N . R.
NR
NR
NR
NR
NR
NR
NR
465
765
1370
2045
2610
3185
3765
15'4" (184") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
420
695
1250
1855
2370
2890
3410
17'-4" (208") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
310
530
950
1400
1800
2200
2600
19'-4" (232") PRESTRESSED
N R
NR
NR
NR
NR
NR
NR
NR
240
400
750
1090
1400
1720
2030
21'-4" (256") PRESTRESSED
N R
NR
NR
NR
NR
NR
NR
NR
183
330
610
940
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
4^XrK4#"M
UPLIFT
LATERAL
TYPE
8F12-1T
8F16-1T
8F20-1T
8F24-1T
8F28-1T
8F32-1TLENGTH
8U8
SFS
8F12-2T
8F16-2T
8F20-2T
8F24-2T
8F28-2T
8F32-2T
2'-10" (34") PRECAST
E2727
2878
4101
5332
6569
7811
9055
2021
2784
3981
5190
6407
7630
88572021
3'-6" (42") PRECAST
2289
3260
4237
5219
6204
7192
1257
1257
2165
1 2215
3165
1 4125
5091
1 6061
7036
4'-0" (4$") PRECAST
1878
1989
2832
3680
4532
5387
6245
938
938
1878
1925
2750
3583
4422
5264
6110
4'-6" (54") PRECAST
1660
1762
2507
3257
4010
4767
5525
727
727
1660
1705
2435
3171
3913
4658
5406
5'-4" (64") PRECAST
1393*
1484
2110
2741
3375
4010
4648
505
505
1393
1437
2050
2670
3293
3920
4549
5-10" (70") PRECAST
1272*
1357
1930
2505
3084
3665
4247
418
418
1272
1315
1875
2441
3010
3583
4157
6'-6" (78") PRECAST
1141*
1200
1733
2250
2769
3290
3812
707
887
1141
1182
1684
2192
2703
3216
3732
7'-6" (90") PRECAST
959*
912
1475
1914
2354
2797
3240
591
657
990
1029
1466
1907
2351
2797
3245
9'-4" (112") PRECAST
801*
612
980
1269
1560
1852
2144
454
630
801
755
1192
1550
1910
2271
2634
10'-6" (126") PRECAST
716*
498
793
1027
1261
1496
1731
396
493
716
611
1039
1389
1711
2034
2358
11'-4" (136") PRECAST
666*
439
696
899
1104
1309
1515
363
556
666
535
905
1295
1595
1896
2198
12'-0" (144") PRECAST
607*
400
631
816
1001
1186
1372
340
494
631
486
818
1209
1514
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'-8" (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
1 1121
1389
19'-4" (232") PRESTRESSED
165 1
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
1 771
947
24'-0" (288") PRESTRESSED
127
165
244
312
380
447
515
N.R.
135
124
186
290
408
538
680 1
833
*REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
4^NTI64444"
GRAVITY
TYPE
LENGTH
8RU6
8RF6-OB
8RF10-OB
8RF14-OB
8RF18-OB
8RF22-OB
8RF26-OB
8RF30-OB
8RF6-1B
8RF10-1B
8RF14-1B
8RF18-1B
8RF22-1B
8RF26-1B
8RF30-17
4'-4" (52") PRECAST
1489
1591
1827
3053
3412
2982
4982
3954
6472
4929
7947
5904
9416
6880
10878
4'-6" (5411) PRECAST
1357
1449
2782
2714
3600
4487
5375
6264
1702
1 3412
4982
6472
7947
9416
10878
5'-8" (68") PRECAST
785
832
1602
1550
2058
2566
3075
3585
1153
2162
4074
6472
6516
5814
6839
5-10" (70") PRECAST
735
779
1500
1449
1924
2400
2876
3352
1103
2051
3811
6472
6516
5450
6411
6'-8" (80") PRECAST
822
907
1677
2933
2576
3223
3872
4522
907
1677
1 2933
4100
6730
8177
6707
7'-6" (90") PRECAST
665
761
1377
2252
1958
2451
94
24
3439
764
1377
2329
3609
5492
6624
5132
9'-8" (116") PRECAST
371
420
834
1253
1071
1342
1614
1886
535
928
1497 1
2179
2618
1 3595
2875
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
4C^Wr'4Wr4
UPLIFT
LATERAL
TYPE
LENGTH
8RF6-IT
8RF10-1T
8RF14-IT
8RF18-1T
8RF22-IT
8RF26-1T
8RF30-IT
8RU6
8RF6
8RF6-2T
8RF10-2T
8RF14-2T
8RF18-2T
8RF22-2T
8RF26-2T
8RF30-2T
4'-4" (52") PRECAST
1244
1573
2413
3260
4112
4967
5825
932
932
1244
1519
2339
3170
4008
4850
5696
4'-6" (54") PRECAST
1192
1507
2311
3121
3937
4756
5577
853
853
1192
1 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
3035
3563
7'-6" (90") PRECAST
688
697
1325
1810
2280
2753
3227
710
941
688
849
1302
1762
2225
2690
3157
9'-8" (116") PRECAST
533*
433
808
1123
1413
1704
1995
516
614
533
527
1009
1369
1728
2088
2450
*REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR
#5 REBAR AT TOP
MIN. (1) REQ'D
°
1-1/2" CLEAR
TYPE
DESIGNATION
J = •.
F =
FILLED WITH GROUT / U = UNFILLED U = a; �. •
C.M.U.
QUANTITY OF #5 REBAR AT Q J
BOTTOM OF LINTEL CAVITY � z ,.
°.
GROUT
8F16-1
B/1T
#5 REBAR AT BOTTOM
• •
L
OF LINTEL CAVITY
NOMINAL WIDTH
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. f'c grout = 3000 psi w/ maximum 3/8" aggregate.
3.
Installation of lintel must comply with the architectural and/or structural drawings.
2.
N.R. = Not Rated.
4. Concrete masonry units (CM U) per ASTM C90 w/
4.
Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
3.
Safe loads are total superimposed allowable load on the section specified.
minimum net area compressive strength = 1900 psi.
vertical cell reinforcing and grouting.
4.
Safe loads based on grade 40 or grade 60 field rebar.
5. Rebar provided in precast lintel per ASTM A615 GR60.
5.
All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and
5.
Additional lateral load capacity can be obtained by the designer by providing
Field rebar per ASTM A615 GR40 or GR60.
longer with a nominal height of 8" meet or exceed L/180.
addional reinforced masonry above the precast lintel.
6. Prestressing strand per ASTM A416 grade
6.
d t l b t b d dd field fi Bot
tom
oom eadded rear o e located at the bottom of the lintel cavity.
6.
One #7 rebar may be substituted for two #5 rebars in 8" lintels only.
270 low relaxation.
7.
7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
7.
The designer may evaluate concentrated loads from the safe load tables by
7. 7/32 wire per ASTM A510.
8.
Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units.
calculating the maximum resisting moment and shear at d-away from the face of support.
8. Mortar per ASTM C270 type M or S.
9.
Safe load ratings based on rational design analysis per ACI 318 and ACI 530
8.
For composite lintel heights not shown, use safe load from next lower height.
9.
All safe loads in units of pounds per linear foot.
.1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abde-signgroup.com
AA #: 0003325
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CREEKSIDE
LOT 120
PROJECT#
04321.000
MODEra
4EAB
"1672- ARIA"
GARAGE >, MMCX:
LEFT
PAGE:
SAFE LOAD
TABLES
t60 MPH EXP. C
ARCHITECT -
STATE OF FLORIDA
05 /25 /18
DCALE: 1 /4"=1'-
BHEET
�C=1
COY1 j
GROUND
SNOW
LOAD
WIND DESIGN
SPEED`' TOPOGRAPHIC
(MPH) EFFECTS'
SEISMIC
DESIGN
CATAGORYr
SUBJECT to DAMAGE FROM
WINTER
DESIGN
TEMP
ICE 5ARRIER
UNDERTLAYMENT
REQUIRED"
FLOOD
HAZARDS e
AIR
FREEZING
INDEX
MEAN
ANUAL
TEMP!
WEATHERING°
FROST LINE
DEPTH10
TERMITE
NA
160 C
NA
NEGLIGA6LE
NA
VERY HEAVY
42
NA
SEE SURVEY
NA
NA
FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN
ACCORDANCE WITH SECTION 1=5C R302.13.1 THROUGH F5C R302.9.4
FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN
ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH FE3C R302.10.5
COI POMW AND CLADDING WILD LOADS
13= WIND DPOSIN FOR 3 SECOND GUSTS
OPE*=
SOUARE
ZONE
160 WH WW M d)
REMAW
AAD TYPE
FOOTAGE
MIN. WINDOW
10
5
34/-45
CRITERIA
EXTERIOR SWING
21
5
32/-42
DR. MIN. CRITERIA
S.G.D. MIN.
12
ra
30/-31
CRITERIA
8010 O.H.D.
56
5
30/-38
160-10 O.H.D.
112
5
29/-35
SOFFIT
N/A
5
31b/-38.8
-68.29/
IF
ROOF TILE
N/A
3
-582S
APPLICA5LE
BASIC WIND SPEED MPH = 160 (Vult) INTERNAL
PRESSURE COEFFICENT = t 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.
WALLS
i I i S
t a l
a � ,
10° s 0 :5 45*
GABLE ROOFS
S
f-or ,St, I foot = 304.8 nun, 1 degree = OM175 rad.
NiAv.. a. ,= 4 feet i n all cases.
GABLE ROOFS
a s 100
� ar
7�
1
TM� 10° g 0 300.
HIP ROOFS
10i'<0=3W
FIGURE R3012(7)
COMPONENT AND CLADDING PRESSURE ZONES
a
ug
2'-C"
1' -4'
D
l2) 3052-SH
EGRESS (2) 3052-514
I['�i11�[!Z!° I.�0��
NOTE:
-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID
DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
-OTHER OPENINGS 5ETWEEN THE GARAGE AND RESIDENCE SHALL
5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" (35
MM) IN THICKNESS, SOLID OR HONEYCOME3 -CORE STEEL DOORS NOT
LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS.
EXTERIOR MASONRY
WALL SRG. HEIGHTS
SQ.FT.
CALC. S
LIVING
1612
SQ. FT.
GARAGE
432
SQ. FT.
ENTRY
38
SQ. FT.
LANAI
96
SQ. FT.
TOTAL
2238
50. FT.
A/C VOLUME
14113.1
1' 4'
D15L.
TOP
PLATE:
�`�LIAR DETAIL
SCALE: I/2"=I'-0"
MM t
A
LOW
ce,
LW.
1,
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a. „ Ea.
VANITY (f) VANITY
I1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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A
A
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DUBDIV. & LOT:
CREEKSIDE
LOT 120
PROJECT#
04321.000
hcoaEU
4EAB
1672— ARIA"
GARAGE 19WING:
LEFT
PAGE:
FLOOR
PLAN
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
AY
ROLAND A ABdUCHACRA
AR NO 93723
A T ` JATE:
05/25/18
D
SCALE: 1/4$$=1'-0"
ti:>i Yti
I0'-0" FIN. FLR.
12
I
14B
WA
r
\
- - IN
8'-8" BRG$NGt
Y 1'-0
0'-0' FIN. FLR.
�o:��"mis o:������►rv�� � LI
TEXTURED FINISH
I�6
OFF RIDGE VENT
8'-8" BRCS. HGT
0-0" FIN. FLR.
OFF RIDGE VENT
4-18'-8" BLDG. HGT.
FYPON BKTIIXI- OR EQUIVALENT
DECORATIVE
BRACKET
FYPON —
LV12X24 OR
EQUIVALENT
8 -8' BRG. HGT.
6" RAISED —
BAND ITYI
OPT. COACH
—
LIGHT
0'-0' FIN. FLR.
LEFT ELEVATION
TEXTURED FINISH
OFF= RIDGE T OFFRIDrGI-=-::VE t12
�6
V -8' BRG. HGt.
2'-4" F7
C1
1
0'-0' FIN. FLR.—
RIGHT ELEVATION
TEXTURED FINISH
E Q.
v
cca
I_a
11
€O.
SHINGLE
ROOF
•4 — - FYPON
u — BKTIIXIl OR
NA m i� EQUIVALENT
'YP 7B�I'-0" � WA
WA TYP. 4" RAISED
a }� BAND (TYP.)
IUD
0'-0' FIN. FLR.
FRONT ELIEVAl"1'1ON
TEXTURED FINISH
NOTE: WALL FENESTRATION FLASHING AS PER FBCR R703.4
8'-8" BRG. HGT.
0'-0" FIN. FLR.
MODEL 1672-ARIA
AREA OF ATTIC
= 2334 SQ. FT.
NET FREE VENTILATION AREA RI
1/ 300
REQUIRED VENTILATION AREA
= 2334 /300
= 7.78 SQ. FT.
7.78
= 1120.32 SQ. IN.
MIN. REQUIRED VENTILATION
= AX 1120.32
IN UPPER PORTION OF ATTIC
= 448.128 SQ. IN.
(BALANCETO BE PROVIDED IN
SOFFIT VENTS)
OFF RIDGE VENTILATION AREA
= 11S SQ. IN. PER VENT (net free area)
TOTAL# OF VENTS REQUIRED
= 3.90
TOTAL# OF VENTS PROVIDED
= 4
SOFFIT VENTILATION AREA
7 SQ. IN. PER LINEAR FT (netfree
area)
LINEAR FEET OF SOFFIT REQUIRI
64.02
_0. .21,
I�
1
I -4
nLOUVER DETAIL
tl SCALE: I/V = 1'-0'
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigng ooup.com
AA #: 0003325
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CREEKSIDE
LOT 120
Pl?AJB:CT*
04321.000
MODE A
4EAB
1672— ARIA"
GARAGIC ssVM .
LEFT
]PACE:
ELEVATIONS
t60 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
DATE: 05/25/18
8CALM: 1 /4"=1' — O"
or-MICT
File COPY
Ix4 DIACs. BTM.
CHOIR BRACING,
TYP.
Ix4 5tM. C 4ORD BRACING
t2' O.C. MAX., SECURED W/
(2) 10d COMMON NAILS •
EA. CHORD INTERSECTION,
tYP.
5J I
5J3
5J5
AS —
A'I
A6
A5 _
_011
61-011
1 = -
1C1
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Q
IF
QI
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142
— = I� 22 X
Ac�5s
A3 = I _
_ D
ASD _
CV
(V r Q QII QII
_ H4=410
II
-- ---- 11
II
xS r=*E
3'-0" -0" 3'-O" 3'-0"
Q Q
Ql
IX4 DIACs. BTM. CHORD ABLE END BRACING
BRACING, TYP. SEE DtL. '4' SHEEt M
FRAMING PLAN
5J I
5J3
5J5
5J5
5J1
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
w
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0.
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A
F
A
M
>svHa=v. ea LOT:
CREEKSIDE
LOT 120
PROJECT#
04321.000
MOaEL:
4EAB
1672- ARIA"
GARAGE BVMGi�:
LEFT
PAG W.
FRAMING
PLAN
t60 MPH EXP. C
ARCHITECT_
STATE OF FLORIDA
I
r.c m a
DATE: 05/25/18
®CAL' :1/4"=1'-0"
8HZET
4 1)
Fi1e COPY
W.__
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
(30) 16d 2-PLY, EMBED 4"
(14) 16d 2-PLY, EMBED 4"
HTA 16
1870
HETA-16
1810
(10) 10d X 11/2", (8) 16d 2-PLY, EMBED 4"
(9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4"
HTA 20
1870
HETA-20
1810
(10) 10d x 11/2", (8) 16d 2-PLY, EMBED 4"
(9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4"
}
CC
(2) HTA-20
2430
(2) HETA-20
2035
(12) 10d x 11/2", 1-PLY, EMBED 4"
(10) 10d x 11/2" 1-PLY, EMBED 4"
2500
(10) 16d 2-PLY, EMBED 4"
(12)16d 2-PLY, EMBED 4"
O
LUGT-2
2260
LGT-2
2150
BILK (5) 1/4"x 3" Wedge-Bolt+Anchors, WOOD (16) 10d
(7) -1/4" x 2114" TITEN, WOOD (16)16d
Q
DHTA-20
2430
DETAL-20
2480
(16) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE
(18) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE
MUGT15 +
4175
MCT +
3965
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) lOd TO WOOD)
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD
HUGT2+
9790
HGT-2 +
10980
WOOD (8) 10d, MASONRY (2) 3/4" A.T.R
(2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD
HUGT3+
9860
HGT-3+
10530
WOOD (8) 10d, MASONRY (2) 3/4" A.T.R
(2)3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD
LUGT-3
3525
LGT3-SDS2.5
3285
CONC (4) 3/8" X 5" Wedge-Bolt+Anchors, WOOD (12) WS25
(12) SDS 1/4".0" TO GIRDER, (4) 3/8" x 5" TITEN HD TO WALL
LPTA
1 510 PARALLEL TO WALL
147PERPENDICULAR W WALL
LTA2
1210 PARALLEL TO WALL
1210 PERPENDICULAR TO
WALL
(10) 10d x 11/2"
(10) 10d x 1-1/2"
MUGTl5
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) 10d X 11/2"
HTW 16
1260
HTS-16
1150
(16) 10d X 11/2", (16) 10d
(16) 10d X 11/2"
HTW 20
1530
HTS-20
1450
(24) 10d X 11/2", (20) lod
(24) 10d X 11/2"
HTW 24
1530
HTS-24
1450
(24) 10d X 11/2", (20) 10d
(24) 10d x 11/2"
LSTA 12 ++
930
LSTA-12 ++
925
(10)10d
(10)10d
LSTA18++
1235
LSTA-18++
1235
(14) 10d
(14)10d
MSTA-18++
1310
MSTA-18++
1315
(14) 10d
(14) 10d
MSTA-24++
1640
MSTA-24++
1640
(18) 10d
(18) 10d
y
MSTA-30++.
2065
MSTA-30++
2050
(22) 10d
(22) 10d
CL
MSTA-36++
2065
MSTA-36++
2050
(26) 10d
(26) 10d
N
KSTI236
3890
MSTI-36
3800
(36) 30d X 11/2"
(36) 10d X 11/2"
KTS1248
5140
MSTI-48
5065
(48) 10d X 11/2"
(48) 10d X 11/2"
(8) 8d TO PLATES, (8) 8d TO STUDS
LFTA6
1210
H6
950
(16) 8d x 11/2", (16) 8d)
SPT24
1030
SP4
885
(6)10d TO STUDS (6) 10d TO PLATE
(6) 10d x 11/2" TO STUDS
MP34
5251N F1 @ 160%
A34
5151N F1 @
160%
(4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST.
(4) Sd x 11/2" TO BEAM, (4) 8d x 11/2" TO POST.
HHCP2
800
HCP2
645
(10) 10d x 11/2" TO TRUSS, (10) 10d X 11/2" TO PLATE
(12) 10d X 11/2"
RT16A
1380
HSOA
1140
(9) 10d x 11/2" TO TRUSS, (8) 10d X 11/2" TO PLATE
(18). 30d X 11/2 -
MUGT15 & PHD4A
4175
VGT & HDU4
4565
(28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD
(16)-SDS 1/4"X3" TO WOOD, (10)-SDS 1/4"x21/2" W/ THREADED ROD, (2) NUTS/WASH
M UGT15 & 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/WASH
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 WO
PAU66
2380
16005
ABU 66Z
2300
12000
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12)16d TO WOOD
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12)16d TO W04
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 WOO
Ln
LTS203 +++
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 WO
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"
Z
HTT45
5005
HTTS
5090
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (26) 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"
Q
UPHDll +
14395
HHDQ11-SDS
2.5+
11810
(1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED) IN CONC., (24) WS3 WOOD SCREWS
(1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONC., (24) SDS X" x 2'fe'
PHDSA
6525
HD7B
6645
(1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONC. (14) WS3 WOOD SCREWS
(1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED,) IN CONC., (3) 3/4" STUD BOI
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 ATJOIST
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN.6.75" EMBEDMENT) IN C.M.U. TOP, (1)
EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. FACE, (18) 10d TO BEAM
2710 (100°%) HUSC412 2660 (100°%)
3635 3265 (125°%) (10) 16d TO HEADER, (10) 16d TO WOOD (10) 16d TO HEADER, (10) 16d TO WOOD
HUS4121F 3060 3325 (125°%) (WOOD)
HUC410 (18) 1/411" x 3"" WS3 SCREWS (10) 10d TO
LLJ
H D4301F (CMU)
1950
5000
(CMU)
1800
4500
WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD
(18) 1/4 x 2-3/4.. TITEN (9 PER FLANGE) TO CMU, (10) 30d TO WOOD:
Z
HUC230-2
(18) 1/4"" x SCREWS, (10) lOd TO
HD210-21F (CMU)
1950
5000
CMU)
1800
4500
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:
HUC210-3
(18)1/4"" x 3"" WS3 SCREWS, (10) 10d TO
HD210-31F (CMU)
1950
5000
(CMU)
1800
4500
WOOD USP 120% 3/16"" TAPPER+ (10) 10d TO WOOD
(18) 1/4 x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) lOd TO WOOD:
LGUM26-2 2125 6065 S UM26-2-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 Tf
HIGH STRENGTH EPDXY = USP CIA -GEL 7000-C. CONTACT THE ARCH ITEC'T/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS.
+ WHERE ANCHOR EMBEDMENT IS GREATER THAN 7" DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/GROUT.
++10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2" NAILS IN CONJUNCTION WITH A 23%REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION.
N +++MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7"
Lu
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 (IASIS 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-HWRCAGI6, AND ANCHORING & FASTENING SYSTEMS FOR CONCRETE & MASONRY CATALOG C-SAS-2012 & USP STRUCTURAL CONNECTORS 2015-2016.
SOFFIT SHALL COMPLY WITH FBC R703.1.2.1
FRAMING NOTES:
1. HURRICANE STRAPS TO BE MITEK-USP OR EQUAL, U.N.O.
2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O:
* FOR OPEN WEB TRUSSES - TRUSS TO MASONRY /CONCRETE SHALL BE HTA16 (INCLUDING FLOOR TRUSSES).
* FOR FLOOR JOISTS (I -JOISTS) - STRUCTURAL RIM BOARD TO MASONRY/CONCRETE SHALL BE HTA16 AT32" ON CENTER MAX. STRUCTURAL RIM BOARD W/ PERPENDICULAR
I -JOIST STRAP TO MASONRY/CONCRETE SHALL BE HTA16-18 AT 24" ON CENTER MAX.
* TRUSS TO WOOD FRAMING SHALL BE MTW12 (INCLUDING FLOOR TRUSSES),
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER.
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART & MINIMUM WALL & HEADER
STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN
6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES @
EA. END. CUT PITCH & BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
7. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
8. PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 10005F. 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
51NGLE
STORY AFFLICATION
SIZE
CLEAR SPAN
D5L 2
05L 2
D5L 2
D5L 2
x ro
x &
x 10
x 12
UP TO 5'-4"
5'-4" TO I'-0'
1'-0" TO 10"-0"
10-0' AND OVER
TWO STORY AFFLICATION DOUN STAIRS
SIZE
CLEAR SPAN
D5L 2
D5L 2
D5L 2
D5L 2
x 6
x 8
x 10
x 12
UP TO 5'-O'
5'-0" t0 6'-4'
W-4" TO 8"-0'
8'-0" AND OVER
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SIDAN (ft.)
UP TO
5'-0' TO
8'-0"
U.N.O.
4'-11 1/2"
-t'-11 1/2'
AND UP
NUMBER OF HEADER STUDS
SUF"FORTINCs END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
AT EACH END OF HEADER
1
2
3
2 x 12
(02 SrF)
�/16" 05E5
NAIL (3) 12d a 6'-8' O.C.
TYP. 2x12 BM./HDR.
1441 N. RONALD REAGAN 13L
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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CREEKSIDE
LOT 120
PROJECT#
04321.000
MODEL•
4EAB
1672- ARIA"
GARAGE SW MG:
LEFT
PAGE:
CONNECTOR
SCHEDULE
I60 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
DATA 05/25/18
SCALD: 1 /4"=1' - 0"
SHEET
4.1
ar,0,,.I
ELECTRICAL LEGEND
SY//M50L
DEFINITION
NOTES
1215V OUTLET
20 AMP SINGLE POLE
II®v OUTLET
110v OUTLET
1/2 OF OUTLET WIRED
TO SWITCH
GFI
110v OUTLET
EGUIPED WKWP FAUL
INTERURTER (TAMPER
RESISTANT IT )
E@
220V OUTLET
(4) WIRE COrNECTION
--F�- WP
-�F- I
EM, WATERPROOF
GROUND FAULT
INTERRUPTER
OUTLET
SWITCF4
SWITCH
3-WAY OPER.
$'4
SWITCH
4-WAY OPER.
WALL MOUNTED
LIG+#T
CEILING LIGHT
VP
VAPOR PROOF
�O/1
`Q\
RECESSED CAN
WALL SCONCE
PRE -WIRED
�•�
V
VENT. FAN
I CFM PER sa FT.
VENT. FAN
W/LIUHT
I CW PER ea FT.
11
FIXTURE
r�T
CSPEG'8 TBD $T
2-BUL$ WRAP
AROUND
2'FLUORESOENT
4'FLUORESGENT
4' TRACK LIGHT
0
PANEL
METER
S.D.
5ATT. BACK-UP
WC HARIMIUM
eMOKE DETECTOR
WALL MOUNTED
BATT. BACJK-UP
SD.
SMOKE DETECTOR
W/ HARDWIRE
®'$/�
CARBON MONOXIDE
81100 ��
5ATT. BACK-UP W(
HARPAIRE
GT'ED
SHALL BE A DISTANCE
1
Cr- NOT LESS THEN 4'
PROM WALL
PENDANT LIGHT
NATURAL GAS
I V
OUTLET
.
TELEPHONE JACK
WATER HEATER
TO BE ELEVATED
DISCONNECT
A/G
AIR. CONDITIONING
DISCONNECT
TV.
TELEVISION JACK
CEILNG $oX WERE —
TO BE SUPPORTED IN
JO J-BOX ACCOWAI-10E W/ IM
MARKED AS SUCI-F FOR
CEILING PAR&IGHTIAGCORDANGE W/ BOX
MARKED AS SUCH FOR
FLOOD LIGHT
OPr. SECURITY
KEYPAD
P.B. PUS4-Bu1TaN FOR CHIMER
USB PORT
LOCATION OF TV JACKS E PHONE OUTLETS
FANS TO BE VERIFIED • HOMEOWNER
PRE -CONSTRUCTION MEETING.
P ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF FBGR 6TH
EDITION (2017).
20 AMP DEDICATED LAUNDRY CIRCUIT.
GFI w ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO BE LOCKOUT
IN PANEL
BATHROOM EXHAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT PER
ELECTRICAL PROVISIONS OF SECTION
M1507.4 FBCR 6TH EDITION (2011).
t LAUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
v WIRING METHOD SHALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS OF
F5CR 6TH ED (201-1).
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FBCR 6TH_15D (201-D
OWNER'S
SUITE
PRE -WIRED \
CLG FAN
- HOOD WIRE W/
OUTLET FOR
\ FUTURE MICRO.
SD.
W.I.C. \�
I \
7417 0
BATH p
— — J
� r
rI �
DINING
ROOM
S/CO
1 - , LAUN.
/ O
L — — J
04
-i
oo
� 03I
TVT LJ CsFI�
uk+ GFI 42" GFI ®42"
WH
o
L — /
/
WALL MOUNTED
LIGHT W/SWITCH INIle
/
ATTIC
>---C KEYLESS
FIXTURE
\
PROVIDE
DBL STUD
EA. END
OF
KNEEWALL
SWITCH IN
CABINET
I
I
I
I
_
F. FOR
GARAGE
1
DOOR
i
FOYER
=RIFY z
LOG. q �CLG'
tio- OUTLET
IRRIGATION
OUTLETOPD —1-
48' AJ--J--. GARAGE /
I I .
C%F I \ I
\ I
�1
WP
GFI I
ENTRY
■
i
OPT.
COACH
L IGHT
CE IL INCH
MTD. LIGHT
— TO BE
INSTALLED,
/ PROVIDE
W� J-BOX FOR
GFI OPT. FAN
GREAT ROOM
i'
/�� PRE -WIRED
/ CLG FAN
/
r
I
BDRM. �3
PRE -WIRED
r CLG FAN
I � i
r
D. V �\ V/
PRE -WIRED
Pz. FOR `, CLG FAN
HIMES jy.-��
BDRM.#2
ELECTRICAL PLAN
WP Panel MAIN - A
PANEL: 8/16 wp ort. 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- 92/0 AL THWN & 1- #6 Cu (G) in 1 1/2" C.
Wire
Pole
Bkr
Description
Watts
Circuit
Circuit
I Watts
I Description
Bkr
Pole
Wire
#12
1
20
Exterior Receptacle GFI for TUG
1200
1
2
S ace
#12
2
20
Irrigation Pump
1000
3
4
Space
5
6
4680
A/C C.U.-1
30
2
#10
Space
7
8
PANEL -A
PANEL: 42 ort. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O.
FEEDER: 3- #1 Cu THWN & 1- #6 Cu (G) in 1 1/2" C. OR 3- #2/0 AL THWN & 146 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
18m
3
4
#12
1
20
Small Appliance
1500
5
6
4500
Water Heater
25
2
#10
# 12
1
20
Refigerator GFI
1500
7
8
# 12
1
20
Dimino Recemacles AFCI
1500
9
10
1200
Disposal GFI
20
1
#12
#12
1
20
Bath GFI Receptacles
1200
11
12
1500
DishwasherGF1
20
1
#12
#12
1
20
Foyer / Hall / Laundry AFCI
1200
13
14
5000
Dryer GFI
30
2
#10
#14
1
15
Great Room, Lanai & Dining Lights AFCI
900
15
16
Space
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
Bed #2 & #3 / Bath #"_ AFCI
1200
21
22
1200
Garage Lts & Receptacles GFI
20
1
#12
Space _
23
24
900
Owners Suite AFCI
15
1
#14
#14
Space
25
26
900
Owners Bathroom AFCI
15
1
Space
27
28
1000
Exerior Lights and Recpt. GFI
20
1
#12
S ace
29
30
1000
Im anon controls onl
20
1
#12
Space
31
32
Space
Space
33
34
Space
Space
35
36
Space
Space
37
38
Space
#8
2
35
A/C AHU-1
(Heater 5 KVA at 65%
5120
39
40
Space
41
42
1S
ace
Load subject to demand factor calculations / line
15400
27700
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
43100
First 10000 watts at 100%
10000
Remaining watts at 40%
13240
Total A/C load
9800
101/ for future growth
LOAD CALCULATION IS BASED ON NC NON -COINCIDENT LOAD
Total Connected Load Watts
33040
Total Amps watts / 240 wits)
137.7
General Lighting & Receptacle Load
Total A/C Square Feet
1672
General Lts & Rec 3 W / Sq. Ft.
5016
Hi -Hats 1 at 65W/Li Mat 100%
65
Total General Lights &Rec (Watts)
5081
Ckts# wattsfold Total watts
General Lts & Rec Panel A
81
6351
5081
IE70 AMfi= ELECTRICAL RISER
NOT TO SCALE.
GENERAL NOTES:
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH
EDITION (2017J. LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS
NOTED OTHERWISE.
POWER COMPANY
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY
ELECTRICAL SERVICE. PROVIDE 3 01 COPPER CCU) IN
1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
02/0 ALUMINUM CAL) IN 2" DIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
PROVIDE 3"2/0 CU, THWN + 106 CU IN 2' CONDUIT OR 3
04/0 AL, THWN + 1% CU IN 2' CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT * OVERHANG.)
0
00MBINATION SERVICE 150 AMP
DISCONNECT SWITCH AND 120/240 VOLT
ELECTRIC METER IN I PHASE
NEMA 3R ENCLOSURE MLO
PANEL
15OA/2P
MCB
TELEPHONE SERVICE
ENTRANCE
EQUIPMENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
CABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
- 1 #4 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE FBC 6TH
EDITION (2017).
5/8'' DIA X 8 FT LONG COPPER CLAD GROUND ROD
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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:9LiHDi{T. d10 LOT:
CREEKSIDE
LOT 120
P1iOjzCT#
04321.000
MODW.T
4EAB
"1672— ARIA"
(;APACE 8WI.NG:
LEFT
PAG'IC:
ELECTRICAL
PLAN
t60 MPH EP. C
ARCHITECT -
STATE OF FLORIDA
kY 2. 8 "
I -
np=; 05/25/18
SCAM 1/4"=1'-0"
a
File Copy
t
1110,100
ARIA EQUIPMENT SCHEDULI=
2.5 TONS
MFG
CARRIER
G.U.
251-15C530A,030s
A.H.U.
FX4DN(5P)031L
Hr=AT
5KU
SEER
15 SEER
TOTAL CAP
28400
ELECTRIC
205/230/IHI=
5RKR
C.U. 30 A.W.U. 35
REr- LINES
3/4' < 3/5'
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CREEKSIDE
LOT 120
PROJECT#
04321.000
MODEra
4EAB
"1672— ARIA"
GARAGE SYnNG:
LEFT
PAGE:
HVAC
PLAN
t60 MPH EXP. C
DATE: 05/25/18
i SCALE: 1/4"=1'-0"'
File Cagy
!V 9 IREBAR VERTICALLY W/ C01%=
FOUR CELL
BEE B4ERSY CODE FOR" FOR
WSJLAt10N R-VALUES
z tEXtURED FINISH
LU
S' CTWI
iv �.•"'� 1/2, GYP. WL. BD.
WOOD BASE
C Z STOP °• W CCNG, REINFORCED W/6'X6'
WL4k1U1A WUP OR FISIMIMS14 ON
6-MIL VAPOR RETARDER ON
O ' L WELL -COMPACTED GLEAN FILL.
r ... TERMITE TREATMENT TO BE
BORA-CARE APPLIED AT PRAMNG.
?O ��
L m E 4' 1'_01 4'
O '^ 00 I'-g•
(a) •3 r�BAR ON CHAIRS
1-STORY FOOTING
�1 W/ BLOCK WALL
4r .
4' C:ONC, IREINF, W/ 6'x6' UAXWL40 WLLM ON
f ° 6-MIL POLY ETHYLENE VAPOR RETARDER
L > 4" ON dta_L-COMPACTED CLEAN PILL TERMITE
m a, TREATMENT SHALL ME BORA-CARE
(1) b DEBAR ON CHAIRS
4 THICKEN EDGE
SCALE.
�w
z �
_ 4
6'XG' UA)OWL4
-MII.. VAPOR
�F LL FIRE TIEA1MENt tTO BE CLEA
jMI—STORY
-ik 9REBAR ON CF+AIRB
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FOOTING
gAT-W T PORCHES
P.T.
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ii
0 ut"
4e
� CLEAN
BE
W/ CONC.
p TOP
a - 4' GONG. REINFORCED W/ 6'X6'
? 4
UAXWIA WWF OR PIBERMESH ON
- 6-MIL VAPOR RETARDER ON
LItE MPACttREATDD CLEANFFILL.
�. TO
-CAT
RE APPLIED AT
PRAM
z O
4' g' g 4= l3) wb RE ON CHAIRS
/ 2-STORY FOOTING
W/ BLOCK WALL
1 v� SCALE: 1/2'.I'-0'
(V'D MBAR BET IN OMPTION HIGH
N STRENGtI4 EP'N ;XY 6' EMBED. MIN.
4' CONC, REINK W/ 6'xi' 1111,4k01A0
WLM ON 6-MIL POLY ETHYLENE
VAPOR RETARDER ON
WELL -COMPACTED CLEAN FILL
TERMITE TREATMENT SHALL ME
BORA-OARS
TYP. RETROFIT FOR
A OMITTED DOWELS
q
e
ATE A STUD W/ O C. MAXwo*tIt I.
ATE TO GWIE WV }' V __K . 4
.1 P M EMIR WIt' el
/ }' PLATE TO
W2' WASHER M' D. R'L • OC MAX. NAIL • 3a' O
LTC MAX
4 'JNC. REII'FORCED W/ 6'X6' WIAXWL4
UAIF FIBERMESH ON 6-MIL. VAPOR
BETA ON U,ELL-COMPACTED CLEAN
Mill I
FILL TE TREATMENT TO BE
BORA- APPLIED AT PRA MWJ
,_g, fa1'6 REBAR CHAIRS
7/4 1
1-STORY FOOTING
�(�1 AT L. B. W. (W/ UPLIFT)
�.. SCALE: IR'.I'-0'
r
ate•: •�. ,
REINF. W/ 6'x6' U,4XWL40 021
ON 6-MIL POLY ETHYLENE VAPOR
RETARDER ON DELL -COMPACTED CLEAN
4" 4' FILL TERMITE TREATMENT SHALL BE
MOR4-CARE
GARAGE STEP-UP
NON -BEARING
a ,�6 I POLY ET� VAPOR
� AADER
LL- GLEAN FILL TERMITE
BORA-CARE
LRAGE STEP-t
NON -BEARING
XTENDED STE'
W/ 6'x6' WIAXWIAO U11UM
O4 -M Y ETHYLENE VAPOR
R ON ILELL-COMPACTED CLEAN
PI RMITE TIREATMENIT SHALL BE
-GORE
? X d (3)'S ON CHAIRS
L>
m O 4°
0'
ARAGE STEP-UP
2-STORY L.B.W.
6 E EXTENDED FOOTING
SCALE: 1/2' - I' -0"
SLAB 1 10'
FILL TEIe"tlT'E ATMENt t0
44" BORA-C:ARE A LED AT PiRAMING.
l31 9 REBAR ON IRS
2-STORY FOOTING
2 AT L. B. W.
SCALE: 1/2'.I'-0'
16' O.C. MAX
HEIGHT OF neG..v.F SE�MA
SITW/ }Se9'
VARIES WITH ELOPE 1 -1' EMBED.
I-stEXPANSION
��REk'FORC.ED W/ 6'X6' WL4;
E PIBERMESI-I ON 6-MIL YAM
L RE7 R ON WELL -COMPACTED C
FILL. TE TE TREATMENT t0 BE
BORA-GA APPLD AT FRAMING.
8"
(a) (b WEAR: IRS
GARAGE STEP-UP
06L. B. W rUPLIFT
®�
6TEMWALL TO BE MIN, 3 COURSES
(119 REPAIRVEWICALLY W/ CONK,
POURED CELL
6' GMU
z
F a NOtE: OPTIONAL USE OF
�. CONCRETE O)RB • 4ARAGE
WALLS TO BE DETERMINED BY
b1UC4.0 BUILDER BY DIVISION
STOP
m CURB HEIGHT VARIES
W
>z LS W
U4'CANC. R' P#;ORCED W/ 6'X6' U.4XWAWIP OR PIBERME614 ON 6-MIL. VAPOR
RETARDER ON WELL -COMPACTED GLEAN
FILL TERMITE TREATMENT TO BE
BORA-CARE APPLIED AT FRAMING.
µ z E 4 I'-o, 4"
Lm - (a) 9 RESAR ON CHAIRS
ryO m
1-STORY FOOTING
8 AT GARAGE
T-�
W/ 10d
REINFORCED W/ 6'X6' WIA
OR FIBER"IESH ON 6-MIL. VAPO
z ER ON WELL -COMPACTED C
FILL ITE TREATMH'LT TO PEE
MORA- APPLIED AT FRAMWIN
4" 0.
I'-e'
1 (a)'9 RE CHAIRS
-STORY FOOTING
() AT L. B. W. (W/ NO- UPLIFT)
SCALE.
HEIGHT OF GARAGE
VARIES WITH SLOPE
)RE St. A O W/ }'x9'
2' R'I' EMBED.
• DC MAX
O FOR EXPANSION
° .. ' CONC. REINFORCED W/ 6'X6' WIAXWI.4
OR FIBERMESH QV b-MIL VAPOR
z pie SR ON WELL -COMPACTED CLEA
t FILL ITE TREATMENT TO BE
s' 4 4", BOR'A APPLIED AT FRAMRJG•
2-0./3)'S REBA CHAIRS
GARAGE STEP-UP
2-STORY L.B.W. W/ Up
V A SCALE: 1/2'.1'-0'
(1) mb REBAR I Y
W/ CO'IG. CEL
STUCCO
STOP
BY
164r VARIES
4.
0 -
a 4' C:ONC. REINFORCED W/ 61X6' WL4XWIA
�? a OR PIMIWIESH ON 6-MIL VAPOR
d ° RIDER ON WELL -COMPACTED CLEAN
.- . FILL. ITE TREATMENT TO BE
BORA- Af= APPLIED AT PRAIMM
W 8 S 4 (3) IS REBA ON CHAIRS
2'_0"
ro
2-STORY FOOTING
eA AT GARAGE
SCALE: 1/2' = I' -0'
-0' FIN. PLR
1/2' RAD �. .
OR a
- °
la' MIN. BE
3 STAIR DETAIL
SCALE:
3
2b00 PSI • 26 DAYS
SLAB REINFORCED W/
6 x 6 - WL4AUTA WllNt.
9
w
STE TO SLAB W/ 10d
• 32' O.C. MAX
dam
GONG REINFORCED W/ 6'X6' WIAXWIA
FIBERMESH ON 6-MIL. VAPOR
�u RET ER ON WELL -COMPACTED CLEA
FILL ITE TREATMENT TO BE
APPLIED AT PRAMINCx
(a) -w MBAR CHAIRS
GARAGE STEP-UP
6 B L.B.W. W/NO UPLIFT
SCALE: 1/2'4-0'
GRADE
Xw WL4XWA0 WLM
WEAR ON CHAIRS
6 1' RECE66 FOP
SOD. TRACK
,R PIN164 FLOOR
"
ada a.
1 O SLAB AT 4 S. G. D.
SCALE: I'.I'-0'
E
WrNP. W/ 6'xb' W64XWIA0 WWM
ON 6-MIL POLY ETHYLENE VAPOR
RETARDER ON UPIL-COMPACTED CLEAN
• TERMITE TREATMENT SHALL BE
GARS
�1` ? (a) 9 ON cHAIRB
LAB AT GARAGE 7 TIE VERTICAL REBAR SERVICE DOOR
. i . _ TO HORIZONTAL
0-0�RREBAR W( 10' HOOK
d GROUTED BOND BEAM
14 NOT USED CAULK AND SEAL /* — w
GAB LINE ry NOT USED z
4
I }' PVC SLEEVE
• POURED LINTEL CGNT. (TYPJ
v CMU FILLED CELL (TYPJ FOR GAS LINE m 6' PVC GHABE THRJ FOOTING °
;�•. 7k WALL PRAMWG a �S� CMU ' °a
N —1 aM1FM-
z ..i wi,a..R wwiv ar .4i rini- IR"DIRTWALL
J-BOLT6 MIN. b' pMSMDTlT W/ 21k2'XI/6' (a) b WEAR CN CHAIRS
WARNER AND NUT SPACED EVENLY FROM WOOD BASE a -STORY
FLOOR TO BOND BEAM. SET W JOINTS (3) "B MBAR ON CHAIRS
PRIOR TO FILLWC (SLEEVED ANCI-IOR W - a
SOLID FOUR ACCEPtABLE RET147F110 d;°
EXT. /INT. FRAME WALL TO
�15f BLOCK WALL CONNECTION n °Pow CI—=LL r'G'uLYW'G°"G
15 SCALE, IR'.I'-®•CODE Qq ,. � '. � INSULATION RFORMB FOR
INSULATIa-SQ CLEANIOIT REQUIRED
I FOR
16 GAS LINE THRU BLOCK In, GYP: WL'"GT""
' z WOOF BASE F
ry NOT USED L d W 4' GONC" REIN R W/ 6'xb' WIAXWIA° Utm
oI I N L ON 6-MIL POLY ETHYLENE VAPOR
1 E RETARDER ON WELL -COMPACTED CLEAN 0'-O' FW. FLR
'U PILL TERMITE TREATMENT SHALL BE
I
p -C:ARE TIE VERTICAL REBAR
- TO HORIZONTAL
REBAR W/ m' NOOK
/a) lb114 AR • I -STORY - - —
(3) 5 REBAR • 2-6TORT
OUTSIDE REBAR 70 BE n b' PVC CHASE THRU FOOTING
r CONTINUOIB = .
1pp
(1)
•3 VERr. DOWEL-7
d .. a LAPPED W/ BOND BEAM
d^ _ (1) 9 REBAR AT CORNERS ::1-sTowr
a. W/ 28' LAP MIN. 4" B" 4^
in (a)'S REBAR ON CHAIRS
2-STORY
2'-1" MIN. LAP m NS R BAR ON CHAIRS HORIZONTAL/VERTICAL
PIPE THROUGH E REINFORCING
1-STORY FOOTING
B REBAR LAP AT FOOTING TYP, REBAR LAP %n1W/ BLOCK WALL
6GALE.1/r=I'-Aa CI AT LINTEL CORNERS
ALL EXrFERIOR FOOTERS Arr ]FINISH STAB'S TO BE MIW. 1221 BELOW UNIDISTURBEID SOIL
/(� 1 NOT USED
W/
:�..REINFY W/ 6'x6' WIAXUL40 WM
-LETHYLENE VAPOR
ER DHELL-COMPACTED CLEAN
4 FILL TERMITE TREATMENT SHALL BE
CARE
E (a) ob ON C+AM
m 0
GARAGE STEP-UP
2-STORY L.B.W.
W NO UPLIFT
@q��ENDED FOOTING
SCALE: 1/2".1'-01'
RECESS FOR
0" GARAGE DOOR
m �
m
4' CONC, REINF. W/ 6'x6' WAXWIAO WWM ON
6-MIL POLY ETHYLENE VAPOR RETARDER ON
UELL-COMPACTED CLEAN FILL TERMITE
TREATMENT SHALL BE EIORA-CARE
(U'S REBAR ON CHAIRS
GARAGE DOOR FOOTING
11
�11 SCALE. I/)'=I'-0'
8' VARIES
g• ♦�3.
(115-
_ a
m2>
(� SHOWER RECESS FOOTER
MEN
CLEANO)T REGSURED
FOR INSPECTION
/HO RIZ 0 NTAL/VERTICAL
REINFORCING AT
BEARING CHANGE
CONTROL DATE: 07/01/1!
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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"1672-ARIA"
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LEFT
PAGE:
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
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ARCHITECT -
STATE OF FLORIDA
DA05/25/18
®CAXM 1/4"=1'-0"
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..
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
RR"305.1.1 ON J' O.S.B.
SHEATHING OR i" 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
b/B" THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
1— STORY
(D
B LOCK WALL
SCALE: 3/4"
8' CMU
)J' DRYWALL
I'X4' OR rk2' P.T. NAILER
❑ Ix4 P.T. OR %XW MIN.
SECURE tHRU FRAME f
❑ EXTEND I-Y4 INTO BLOCK
W/ %' TAPCONS OR DRIVE
P
<MININ. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1-Y4'
WITHIN 8' OF EACH END 4
18' O):. MAX SPACING
DOOR GAGING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE, 6HIM AS NEEDED TO PLUMB
JA IS (DO NOT EXCEED Y41
DOOR JAMB TO BLACK +9 4 OR +5/4
A WDLDOW TO HLAC% +3/ OR +5/4
, 3AD . -®
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
' GYPSUM BOARD OR J" HIGH
STRENGTH CLG. BOARD
GONG. FILLED LINTEL BLK W/ (U
S REBAR CONTINUOUS
PRECAST LINTEL
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRECAST SILL
(U #5 REBAR VERTICALLY W/
CONC. POURED CELL
Ix2 P.T. FURRING STRIPS 6 16" O.G.
8" CMU
1/2' GYP. WL, BD.
WOOD BASE
FIBERGLASS SHINGLES
OVER "30 FELT PAPER
INSTALLED PER FBCR
RR505.1.1 ON J' O.S.S.
SHEATHING OR J" CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x4 OR 2x6 FASCIA PER
ELEVATIONS
VENTED ALUM. SOFFIT
PRE-ENG. GABLE TRUSS
WEEP SCREED
(SEE DETAIL 5/D3)
2X6 P.T. SECURED TO
MASONRY w/ I/2"x9' A.B.
w/ 2' DIA. WASHERS, i'
MIN. EMBEDMENT WITHIN
8 OF EA. END, 32 O.G.
MAX IN FIELD.
CONC. FILLED LINTEL
BLK W/ (1) *5 REBAR
CONTINUOUS
PRECAST LINTEL
5/8" THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
(1) 15 REBAR-
VERTICALLY W/ CONC.
POURED CELL
8" CMU
zq
1— STORY
GABLE BLOCK
� WALL
5GALE: 3/4" =1' -0"
2X4w
SEA
Wes'
ONTO DOCK
SECURE
SECJRE TO BLOCK W/
IM. SHANK SIZE J4b
M
TAPCONB OR DRIVE PM
MIN. HEAD SIZE 300
CMIN. SHANK SIZE .145
MIN. EM6EDM"T I Y4)
MIN. HEAD SIZE 300
WITHIN 8' OF EACH END f NOTE. STRUCTURAL 2X MUST BE
18' Ox% MAX SPACING..
MIN. EMBEDMENT I Y4)
WITHIN 6' OF EACH END f
NOTE, STRUCTURAL 2X MUST BE
ON OUYBIDE f SECURED THROUGH
2X6
18' O.C. MAX BPACNCa.
O`1 OUTSIDE f BECUI�D
NON-STRJCTURAL )6' TAPCON
SECURE TO BLOCK W/J-%' MIN. I-Y4 EMBEDMENT INTO
2X6=
THROUGH NON-STRUCTURAL Vol
TAPCCN MIN. I-Y4 EMBEDMENT
TAPCONS OR DRIVE PN BLOCK
SECURE TO BLOCK
INTO BLOCK
(MIN. SHANK 812E .145
W12-V&' TAPO" OR
MIN. HEAD SIZE 300 GT1U
DRIVE PIN
MIN. EMBEDMENT I Y4)
' DRYWALL
CHIN. SPANK 61YE .148
. �U
WITHIN 8' OF EACH END 4
'x4' OR I'X2' P.T. NAILER
MIN. HEAD SIZE 300
1S' DRYWALL
IW O.G. MAX SPACING.
2XS,®
❑
MILL EMISEDMENT I Ya')
WITHIN 8' OF EACH END f
❑
'X4' OR I'X2' P.T. NAILER
SETAPOONCURE TO
7(f' ObB. X 4' MIN.
7MAk SPACING.,
DOCK CASING
(MI SHANK SIZE J4b
4WITHIN
SECURE TO BLOCK W/2-
DOOR CASING
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
TAPCONS OR DRIVE PIN
MIN. EMBEDMINT 149 ATTACH TO ZX PER
(MIN. SPANK SIZE .145
DOOR JAMB OR WINDOW
8' OF EACH END 4 MANUFAGTUREB DETAILS.
MIN. HEAP SIZE 300
ATTACH i0 2X PER
IS, O.G. MAX SPACING.
MIN. EMBEDMENT 141)
MANUPAGTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
WITHIN 8' OF EACH END 4
18' O.C. MAX SPACING.
NOTE: SHIM A8 NEEDED TO PLUMB
JAMIS (DO NOT ExGEED Y49
JAMB !DO NOT EXCEED Y4 )
DOOR JAMB TO BLACK +1-I5/1�"
DOOR JAUB TO BLOCK +3"
1FDIDOW TO BLOCK +1-15 8
C'
11W1 TO BLOCK 4
OW
6G .
0'
2X4w
2x4:
'rAGPC.ONS
SECURE TO BLOCK W/ W
SECURE TO RACK W/
OR DRIVRE PIN
TAPCONS OR DRIVE PIN
PM
TAPCO IN
(MIN. SHANK SIZE .14b
(MIN. SHANK SIZE .145
J4
(MIN. SHANK SITE JAB
K SIM
(MIN. SWANK
MIN. HEAD SIZE 3W
MIN. HEAD SIZE 300
MIN' HEAD SIZE 300
N. El I VNIENTI
MIN. EMBEDMENT I Y4') WITHIN
8' OF EACH END 4 18' OL.
MRy EMBEDMENT I Y4) WITHIN
8'I OF EAC-4 END f 18 Or-
MAX SPACING.
NOTE. S1R81CTURAL 2X MUST
MAX SPACING.
e' OF EACH END f 18' OG.
MAX SPACING'
NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
ZXg;m
2XSwe
BE ON OUTSIDE 4 SECURED
SECURE TO �"
THROUGH NON-STRUCTURAL
SECURE TO BLOCK wa-%,
SEGUE TO BLOCK WO-W6'
THROUGH NON-STRUCTURAL
W12-V.' TAPO" OR
W6' TAPCON MIN. 144'
EMBEDMENT INTO BLOCK
TAPCONS OR DRIVE PIN
(MIN. &HANK SIZE J48
TAPCONS OR DRIVE PIN
CMIN. SHANK 612E J48
� TMµKDI-YY1'
ELOM
DRIVE PIN
(MIN. SHANK SIZE.145
MIN. HEAD SIZE 300
MIN. HEAD SIZE "
MIN. HEAD SIZE 300
9' CMU
MIN. EMBEDMENT I Ye)
MIN. EMBEDMgNT I Y4) W[THN
8' cm
MIN. EMBEDMENT I Y4)
A' DRYWALL
WITHIN 8' OF EACH END 4
cm
W OF EACH END f Is, O.C.
K' DRYWALL
WITHIN S' OF EACH END
❑
I'X4' OR I'XV P.T. NAILER
IS' OL. MAX SPACNCs.
K' DRYWALL
I'X4' I'X2'
MAXMAk SPACING,
2X8!
I'X4' OR I'XJ' P.T. NAILER
f IB' O.C. MAX SPACING
2XB�
ND 2X SECURE TO
2X8,m
SECURE TO BLOCK W/2Lib'
❑
OR P.Y. NAILER
CASING
,
SECUI� TO Bl-OCK 1W/J-�ii
OOR CASING.
SECURE TO BLOCK
STRUCTURAL MEMBER
W/C2fi2d WITHIN 8' 0= EACH
TAPC" OR DRIVE PIN
tAP!.ONS OR DRIVE PIN
W/2-i(`' TAPCONS OR
DRIVE ION
END f i' TO 8' O.C. MAX
(MIN. SHANK 812E .145
MIN. WAD SIZE 300
DOOR JAMB OR WINDOW
(MIN. SWANK SIZE )45
MIN. HEAP SIZE 300
DOOR JAMB OR WINpOU
CMIN. SHANK STYE 145
GIBING
MIN. EMBEDMENT I Y4) WITHIN
ATTACH 70 2X PER
MIN. EMBEDMI'�t I Ya') WITHI
ATTACH TO 2k PER
MIN. HEAD SIYE 300
MIN. EMBEDMENT I
pOOR JAMB OR WINDOW
ttACH TO ZX PER
8' OF EACP END 4 18' OL. MAWJFACTl1RE& DETAILS.
8' OF EACH END f 18' O.C.
MAX SPACING.
MANUFACTURES DETAILS.
.
WITHIN 8' OF EACH END 4
MANUPAGTURES DETAILS.
MAX SPACING. . ��,q NEEDED TO
N07E. SµIM A6 NEEDED TO PLW/8
18 O.C. MAX SPACING. NOi,
AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED Y4')
JAMB (DO NOT EXCEED Y4'1
( DO NOT
C+9 D Y4 )
DOOR JAMB TO BLACK +1-1 2"
DOOR JAMB TO BLACK +2 ����}
DOORJJAMB TO BLACK
i�ynia� WINDOW TO BLOC +1-1�"
r..� WDiDOW
'''
TO HIACK +2 1!4
is,LWLNDOW
TO BLACK +S"
\,/ SCALE, 3/8'.I'-0'
SCALE: 3/8'=I'-0'
U $GALE, S/B'.I,-0,
FASTENER SCHEIDUL-E NAIL REQUIREMENTS
ROOF DIAPHRAGM
USE 1/16' 0SJ3. OR In' CDX PLY WITH 08 RING SHANK GUN NAILS AT
4" O.C. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN
NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS + 4' O.C.
SIZE
HEAD
I LENGTH
I DIA.
TENSILE STR
Sd
RCUND)MODPiED
17/8'
.113
1"10000
OR T
1
10d
RO * DMODIFIED
2 1/8'
.128
110,000
EXTERIOR SHEATHING NOTE: NAILS TO BE MFG. BY MEMBER OF INT.
USE 1/2' CDX OR 1/16' OSB PLY WITH 08 RING SHANK GUN NAILS AT 6' STAPLE, NAIL 4 TOOL ASSOCIATION
O.C. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4' OG. TOP i 1. 0.113 INCH NOMINAL SHANK DIAMETER
BOTTOM PANEL AND 08 RING SHANK GUN NAILS AT 6' O.G. AT 2. RING DIAMETER OF 0012 OVER SHANK DIAMETER
INTERMEDIATE SUPPORTS OR 7/I6' ZIP SHEATHING SYSTEM 3.16 TO 20 RINGS PER INCH
(INSTALLED PER MANUF. SPECS). SEE DETAIL. 4. 0280 INCH FULL ROUND HEAD DIAMETER
NOTE, -RING SHANK GUN NAILS SHALL BE PERMITTED AS AN 5. 2 INCH NAIL LENGTH
ACCEPTABLE FASTENER PROM ANY MANUFACTURER
-ROOF DESIGN PRESSURE BASED ON WORST CASE
2x4 BLOCKING BETWEEN TRUSSES
At FIRST FIVE BAYS 4'-0" O.G.
(AT SHEATHING SEAMS)
STIFFBACK AT ALL UPRIGHTS
OVER 4'-10" HIGH (SEE SEALED
ENG. FOR SIZE AND CONDITION)
PRE-ENG WD. TRUSS 24' O.G.
MAX.
CONT. 2x4 RAT RUN SECURED W/
(2) 12d's 6 EACH TRUSS
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
5/8" GYPSUM BOARD OR 1/2"
HIGH STRENGTH CLG. BOARD
IX2 FIRE -STOP
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRE -CAST CONC. SILL
-Ix2 P.T. FURRING STRIPS 6 24" O.C.
1/2" GYP. WL. SD.
WOOD BASE
2k4w
SECUM TO BLOCK ILA'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE J4B
MIN. HEAD SIZE "0
MIN. EMBEDMENT 149
NOTE: ST18JCrURAL 2X MUST BE
WITHIN 8' O° EACH END f
ON OUTSIDE 4 SECURED
18' O.C. MAX SPACING.
THROUGH NON-STRUCTURAL W6'
2X6"®
TAPCON MIN. 144"EMBEDMENT
SECURE TO BLOCK
INTO BLOCK
W/I-1/4' TAPCONS OR
DRIVE PIN
(MIN. SHANK SIM Job
' CC'Al
MIN. HEAD SIM 300
,DRYWALL
MIN. EMBEDMENT I Y4')
WITHIN 8' OF EACH END 4
'X4' OR I'M' P.T. NAILER
W6' O.C. MAX SPACING.
El
2X8�
Wo' O.S.S. X 4' MIN.
SECURE TO BLOCK WA-V4'
TAPCONS OR pRIVE PIN
DOOR CA81NG
(MIN. SHANK SIZE .14b
DOOR JAMB OR WINDOW
MIN. HEAD SIZE 300
ATTACH TO 2X PER
MIN. EMBEDMENT I Y4)
MANUFACTURE$ DETAILS.
WITHIN 8' OF EACH END 4
18' O.C. MAX SPACING.
NOTE, SHIM AS NEEDED TO PLUMB
JAMB rp0 NOT ExcEED Ya')
DOOR JAMB TO BLACK +3-7/16"
rG�WINDOW TO BLACK +9-7/18"
G
2X4a"
SECURE TO BLOCK wd<'
TAPCONS OR DRIVE PIN
(MIN. SPANK SIZE .148
MIN. HEAD SIZE 300
MIN. EMBEDMENT
ENT I Y49
WITHIN OF EACH END f
or
NOTE: STRUCTURAL 2X MUST
18' O.O. MAX SPACING.
W ON OUTSIDE 4 SECURED
Mill
THROWN NON-STRUCTURAL
SECURE TO BLOCK W/1-1/4'
%' T 41-
TAPCONS OR DRIVE PBLOCK
M
MPC Nt INTO
(MIN. 61-4ANIK $IZE J40
MIN. HEAD elm 300
MN. EMBEDMENT I Y4')
8' CMU
WITHIN 8' O= EACH END 4
)S' DRYWALL
10' O.C. MAX SPACING.
❑
I'X4' OR I'X2' P.T. NAILER
2X8wo
SECURE TO BLOCK WA-1/4'
' P.T. X 4' MIN.
TAPCONS OR DRIVE PIN
OOR CABUKa
(MIN. 6PA'JK SIZE J45
MIN. HEAD 812E 300
MIN. EMBEDMENT I Y4)
DOOR JAMB OR WINDOW
WITHIN 8' OF EAcP END 4
ATTACH TO 2X PER
X
18' O.C. MAX SPACING.
ANUF,g'T DETAILS.
NOTE: SHIM
AS NEEDED TO PLUMB
JAMB (DO
NOT EXCEED)~)
TOP CORD BLOCKING AT 4'
O.G. MAX IN FIRST 2 FRAMING
C Ar A. CA/ l I
BUILDING LENGTH
B' cmu
W�rK' DRYWALL
I'X4' OR I' L P.T. NAILER
Ix4 P.T. OR 4'a'X4' MIN. SECURE THRU
FRAME f EXTEND I-Y4 INTO BLOCK w/
VA TAPCONS OR DRIVE PIN
El (MIN. SHANK SIM J4b
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1-4'
WITHIN 8' OF EACH END 4 18' O.C. MAX
SPACING
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO IX PER MANUFACTURES
DETAILS,
NOTE, SPI M AS NEEDED TO PLUMB
JAMB COO NOT EXCEED Y4')
DOOR JAMB TO BLACK +3 4 OR +5/4
WINDOW TO BLACK +9/ OR +5/4
DOOR JAMB TO BLACK
" +S SIff+9H/
SCALEWI%)'HIACK
v
N
dJd
ZLL
50
NO E: TYP. EXT. SHEATHING ATTACHMENT
a o
FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL
i o
GRADE) CONNECTORS FROM STUD TO PLATE ARE
NOT REQUIRED EXCEPT w OPENINGS
z
ROOF 5NEATI4ING LAYOUT
AND ENDUJALL BRACING
FOR (3,45LE END FRAI" f INCH
"B RING SHANK CUN NAILS 4" O.C.
TOP 8 goiTOM EPGE�
FIBERGLASS SHINGLES OVER
030 FELT PAPER INSTALLED
R FSCR RR805.1.1 ON J" O.S.B.
SHEATHING OR J" CDX
\ PLYWOOD SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x4 FASCIA PER
OR 6
ELEVATIONS
VENTED A M. SOFFIT —
STIFFBAC T ALL —
UPRIGHTS OVER-10"
HIGH (SEE SEALED G.
FOR SIZE CONDITIO
O.S.S. SHEATHING OR" CD
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET D2
OR 1/16" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
1/8' THICK, 3 GOAT PORTLAND—
CEMENT PLASTER OVER
EXPANDED GALVT) METAL LATH
ON FORTIFIBER JUM50TEX GRADE
"D' PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
OR i/16' ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
WEEP SCREED A
(SEE DETAIL -t/WA2—
SECURE GABLE TO 2x6 P.T.
PLATE W/ 12d's 8" O.G. MAX
11-011
TYP.
o.H.
SECURE 2x6 PT. PLATE TO BL /
j"xS' ANCHOR BOLT W/ 2" W ER
SET IN SIMPSON HIGH ST NGTH
EPDXY l" EMBED. MIN 32" OC
MAX,
B/B' THICK, 3 CO PORTLAND
CEMENT PL TER APPLIED w
DIREC Y TO MASONRY z
I— ORY GABLE o
/ VAULT CLG.
LOCK WALL
SCALE: 3/4" =1'-0"
2X6 P.T. SECURED TO
MASONRY w/ 1/2'xS' A$. w/
2' DIA. WASHERS, 7' MIN.
EMBEDMENT WITHIN 8" OF
EA. END, 32' O.G. MAX IN
FIELD.
u
08 2' DECK SCREWS ® 6'-8'
O.C. MAX ® EDGES 4 12' O.G.
MAX IN FIELD. UNTHREADi=D
'SHANK TO EXTEND BEYOND'
THICKNESS OF SUB -FLOOR
SHEATHING
TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
2x4 BLOCKING BETWEEN TRUSSES
WHERE "X' BRACING IS PRESENT
-PRE-ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED
(2) 12d's 6 EACH TRUSS
TO BE INSTALLED 6 MID. IN -
OF TRUSS SPAN, OR 10'- " OC
MAX.
SEE ENERGY CAVE FORMS FOR
INSULATION R-YALUES
96OARD OR I" HIGH
CLG. BOARD
2x ILER
x4 6 24" O.C. 6 INTERIOR KNEE
WALL
0 GONG. FILLED LINTEL BLK W/ (1)
"5 REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRECAST SILL
(U +5 REBAR VERTICALLY W/
CONC. POURED CELL
Ix2 P.T. FURRING STRIPS 6 16" O.G.
All CMU
1 " GYP. WL. BD.
NOTE:
PER F5CR R905.1.1 - FOR ROOF SLO \ENT
LESS THAN 4.12, A (2) LAYER UNDERL
SYSTI=M IS REQUIRED. FOR ROOF SLO4.12 OR GREATER, (1) LAYER UNDERLPERMITTED BUT MUST BE PER ASTM II, ASTM D 4869 TYPE IV, OR ASTM D ro751
IX4 DIAGONAL BTM.
CHORD BRACING.
SEE PLAN FOR
4I 7� _ � � - r +•r
�'lp
-
IX4 SYP LATERAL
RE-INFORCING 36" O.G.
MAX 6 TRUSS BTM.
CHORD, SECURE W/(3) IOd
NAILS m EA. TRUSS
CHORD
GABLE END BRACING
SCALE: 1/2 " = I' -0"
"8 RING SHANK GUN NAILS
® 6" O.C. IN FIELD
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (OS$. TO Be STRUCTURAL GRADE)
1 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
W
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A
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&4
evenm ae LOT:
CREEKSIDE
LOT 120
PROJECT#
04321.000
MOnELA
4EAB
/�
"1672—®ARIA."
GARAGE 1911n1'Ci.
LEFT
PAGE:
SHINGLE MONO.
SECTIONS &
DETAILS
160 MPH EXP. C
DATA: 05/25/18
OCAIJM 1/4
SHMET
D 2
File Copy/
15E5GLA55 SHINGLES
VER 030 FELT PAPER
I STALLED PER FBCR
2x4 BLOCKING BET N
R505.1.1 ON J' O.F.B.
TRUSSES AT FIRST (
FI RGLASS SHINGLES OVER
PROVIDE EAVE
sH ATHING OR i" CDX
BAYS 4'-0' O.G. (A
030
FELT PAPER (OR
BAFFLE OVER THE TOP
P YWIOOD SECURED
FIRE LASS SHINGLES OVER
SHEATHING SEAMS
APP OVED EQUIVALENT) ON
OF INSULATION FOR
PER FASTENER
SCHEDULE
EMBED. STRA
°30 LT PAPER INSTALLED
"
O.5.B.
1"
HEATHING OR 2 CDX
CLEAR VENTILATION
VERIFY W/ t ss
PE FBCR RR905.L1 ON �'
FL
COD SECURED PER
PER FBEC R402.2.3
PRE- NG WD, TRUSS
PLAN
O.SB. EATHING OR i" CDX
F STENER SCHEDULE
24" O.G. MAX.
PLY OD SECURED PER
�
F tANAE SCHEDULE
PRE-ENG TRUSS
ZIP SHEATHING SYSTEM
MTL. RIP EDGE
SEE ENEi�GY CODE ORMS
1'-0"
MTL. P IF` EDGE TYI=-
P D. TRUSS
TL. DRIP EDGE
SEE ENERGY COD FORMS
(INSTALLED PER MANUF,
SPECS.) OR
2X4 OR 2 FASCIA
FOR INSULATION R ALUES
o.H.
2X4 OR 2X6 ASCIA
11
24 O.C.00. X.
2x4 OR x�o SUB -BAND
FOR INSULATION -VALUES.
WOOD SHEATHING,
PER EL VATIONS
5/8" GYPSUM BO OR I/2°
HIGH STRENGTH LG. BOARD
PER ELEV TIONS
PE ELEVATIONS
I„
GYPSUM BO D OR
WRB LAYER "I,
DOUBLE TOP P ATE
VENTED ALUM. S IT
GONt. 2x4 RAT N SECURED
w/ (2) 12d'e CH TRUSS
VENTED UM. SOFFIT
HIGH STRENG GLG.
Stucco WRAP
WRS LAYER 02, FORTIFIBER
VENTED ALUM. It
�"
TYF'.
WINDOW HEAD R SIZE VARIES
SEE 3=NERDY ODE FORMS FOR
BOARD
` BUILDINCs PAPER
o- -
PER WINDOW PENING SEE
1/2" CDX OR 1/16" SB
SECURE to WALL f' R
INSULATION -VALUES
I,(D00 UPLIFT
SIMPSON
METAL LATH
I/2" CpX OR 7/16" SB
HEADER SP CHART FOR
FASTENER SGHEDUL
5/8" GYPS BOARD OR
"
ONNECTOR
SP2 6 E
FASTEN to WOOD STRUCTURAL
'1'
SECURE TO WALL R
DETAILS
ON SHEET D
I/2 HIGH RENGtH GLG.
2 5YP {'2
2X8 STU
MEMBER • O.G. MAX
FASTENER SCHEDU
WINDOW A AGHMENt AS PER
OR 7/16' ZIP
BOARD
D TOP
`"" FlivISHFMTWOOD
ON SHEET p
MANUFA LIRAS SPECIFICATIONS
SHEATHING SYSTEM
DOUBL TOP PLATE
WINpO HEADER SIZE VARIES
PLA E
, 'M' TYPE CONTROL JOINT
OR/I6" XI
SHEATHING SYSTEM
WINDOW ILL
(INSTALLED PER
MANUF. SPECS.)
PER
PER NDOW OPENING SEE
FRAME To BLOCK
CONNECTION SEE DETAIL
(INSTALLED PER
2x6 St pS � 16' O.G. MAX W/
INSUL. SEE ENERGY CODE
HEA ER SPAN CHART FOR
DET ILS"
ZIP SH THING
RY WALL
15/DI
b' METAL
MANUF. SPECS.)
FO FOR INSULATION
WI OW ATTACHMENT AS PER
SYSTEM NSTALLED
LATH STRIP
b' WIDE STRIP SELF
7/B THICK 3 GOAT
V LIES
NUFAGtURES SPECIFICATIONS
PER MAN 5PEG5.)
DIA ANCHOR BOLT
ADHESIVE FLASHING, GLEAN
CEMENT PLASTER
t G SUBFLOOR GLUED AND
7/8" THICK, 3 COAT
CEMENT PLASTER
INDOW SILL
OR
WALL
AT 16' O.C. MAX WITH 7"
EMBEDMENT AND 2"
MASONRY BEFORE APPLYING
!"
APPLIED t0 METAL
LATH OVER 2 LAYERS
REWED AS PER FASTENER
HEDULE ON SHEET D2
APPLIED to METAL
2x6 STUDS o 16" O.G. MAX W/
SI-iEA71-41NCrt
DIA. WASHER
M^ �HSH a MASONRY
OF GRADE V"
LATH OVER 2 LAYERS
INSUL., SEE ENERGY GODS
s' GMU
BUILDING PAPER OR
OF GRADE "D'
FORMS FOR INSULATION
2x8 5YP �"2
SIMPSON SP1
PAPER BACKED LATH
BUILDING PAPER OR
R-VALUES
WOOD STUDS
tv EA. 2X8
OVER AN APPROVED
PAPER BACKED LATH'
t e G SUBFLOOR GLUED AND
AT 12 " O.G. MAX
STUD
VERTICAL CONTROL
HOUSE WRAP
OVER AN APPROVED
SCREWED AS PER FASTENER
HOUSE WRAP
SCHEDULE ON SHEET D2
BETWEEN DISSIMILAR
2 x8 P.T. SYP *2
ATERIALS
I "
o SOLE PLATE �`'�(1) COURSE TIE -BEAM
POURED SOLID WITH
4
DETAIL 75/WA2 �'
P _A FLooR TRUSS
z°°
CONCRETE. (1) *5
SCALE: N.T.S.
(INSTALL PER MFG. SPECS.)
REBAR HORIZONTALLY
GONG. FILLED LINTEL
BLK. W/ (I) N5 REBAR
° GYPSUM BOARD OR i" HIGH
STRENGTH CI-G. BOARD
DETAIL 115AIA2
O
�
WEEP SCREED PER
PRECAST LINTEL
" T e G GLUED
LUED
ND SCREWED G PER
CONTINUOUS
�' .;
IX2 NAILER/DRAFT STOP
Q
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
IY
ASTM 92fo-C E 1®/0
(SEE DETAIL 2/D3 /D3
WINDOW ATTACHMENT AS
FA EVER SCHEDULE ON
SHEET D2
° GYPSUM BOARD OR }"
Z Ul
PER MANUFACTURES
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
HIGH STRENGTH GLG. BOARD
IX2 NAILER/DRAFT STOP
ju Q
O
SPECIFICATIONS
FASTEN 2X4 BBON
CMU) W/ (5) 126 N 5 A
P cAbT LINTEL
z
"$ REBAR 16
PRECAST SILL
S
GONG. FILLED LINTEL BLK w/
"5
z
O.C. MX, IN
A
PRE -EN OR 55
wl OW ATTACHMENT AS PER
(1) REBAR CONTINUOUS
111
CONCRETE
C INSTALL EG
5/V THICK, 3 COAT
MA FACTURES SPECIFICATIONS
EE ENERGY CODE FOR-1s
V Z
POURED C L,
2 P.T. FURRING STRIPS
PORTLAND CEMENT
PRE: AST CONCRETE SILL
R INSULATION R-VALUES
o
VERIFY P
a 16" O.G.
GONG. F I EL BLK W/
PLASTER APPLIED
CAST LINTEL
LL 0
PLAN.
811 MU
(1 B CONTINUOUS
DIRECTLY t0
MASONR
(U "5 BAR VERTICALLY
W/ CON POURED CELL
WIND ATTACHMENT AS PER
MANUF CTURAS SPECIFICATIONS
z
O
R-4.1
1/2 ° P. WL. BD.
I B B O N
5/S" THICK, 3 CAT
O U
INS CATION
IX2 P.T. FU ING
'
PORTLAND MENt
PRE-C t CONCRETE SILL
(I) *14 NTINUOUS REBAR
FASTENING DET
STRIPS w O.C.
PLASTER PLIED
-Jill
WOOD 5E
8" CMU
DI TLY TO
Cll "5 REB R VERTICALLY
Q O
SCALE: 3/4"=1'-0"
In" GYP. WL. D.
ASONRY
W/ GONG. P URED DELL
3 m
z U-ll
04 REBA 48" LONG
o WOOD BASE
4
; I Ix2 P.T. FURR G
fX q gL q W/ro" HOOK 24" O.G.,
z
z
- Au0
-0
-,
STRIPS 24 C.
o
_ r
o --1
MIN. 24" IN 5 B
ROOF SS uPLIFr
FIN FLR
8" GMU
0
2'-0" (MIN.
coNN OR NO
1/2" GYP. WL. BD.
I
IN BLAB)
CLARITY Foe
z Q ,I
WOOD BASE
a
W
LL I , a .
9
�� ��
3 1/2 coNC., RE I W/ 6�� xro
° °
•..�8_
aa
a L
C TIO N
� WI.4XWI.40 WWM ON -MIL
EXtERIOR WALL
SHEAtHING(SE
i
— -"%—
POLY ETHYLENE V OR
P
Nor )
2—STORY
2—STORY
OOD °
RETARDER ON
FAS EACH Stub
To DaL- PLATE
uuUSP8 NAIL
�'°�
� ,°;
WELL -COMPACTED GL AN
PER MANUr. 5 Ga.
WALL
WALL
` `
FRAME TO ° G ��
G �� FILL TERMITE tREATME T
SECTION
SECTION
LOCH
WALL � ® 2'-0°
SHALL BE BORA-CARE
ECTION AT TOP
�
B
� (3) "S REBAR CONTINUO
OF EXTERIOR WALL
SCALE: 3/4" =1' -0"
SCALE: 3/4" = I' -m'
ON CHAIRS
scaLE: Nrs
FIBERGLASS SHINGLES
Pf�E-ENG GABLE TRUSS
FIBEF;2GLASS SHINGLES
OVER #30 FELT PAPER
VER 030 FELT PAPER
PRE-ENG GABLE TRUSS
NOTE
INSTALLED PER FBCR
RR905.1.1 ON ' OSB.
SPF STIFFBACK (SEE SEALD TRUSS
LLED PER FBCR
RR9 ION 8.
SPF STIFFBACK (SEE SEALD TRUSS
DIAGONA ACE b
xt=RIOR WALL stubs i PLACE STRAPS SPACED
WALL SHEATHINGS AND FASTENED AS
I
SHEATHING OR } CDX
ENG, PACK FOR SIZE t CONNECTION)
110.5
SHEATHIN CDX
ENG, PACK FOR SIZE t CONNECTION)
CENT of TRUSS
SHOWN
H D N WITHONE AT
PLYWOOD SECURED
2X4 SPF SLOGGING BETWEEN
PLYWOOD S ED
2X4 SPF BLOCKING BETWEEN
S OR HIGHEST
FASTEN 8ruD o aLOGK WALL EACH WINDOW 5tuD
WITH uSP MST STRAP WITH
PER FASTENER
TRUSSES AT FIRST (5) BAYS 4'-0'
PER FAStE
TRUSSES At FIRST (5) BAYS 4'-0"
IDGE. DIAGONAL
FASTENERS Ass . INSTALL
SCHEDULE
OG. (AT SHEATHING SEAMS)
SCHEDULE
O.G. CAT SHEATHING SEAMS)
BRAGS t0 BE •ANY
SCRAP • eA UNOW (1 0d COMMON NAILS
NOTE:
MTL. DRIP EDGE
SPAN 15'-0' OR
GREATER REFER To
SPADE STRAPS AS
-170 MPH 'G'= 32
oWs: T TUD (0.148 DIA X 1 1/2"'
��
)
MTL. DRIP EDGE
DIAGONAL BRAGS �
-170
PRE- G
D. t S 2 CENTER OF TRUSS SPAN OR
2X4 OR 2X6 FASCIA
TRUSS ENG. FOR
-160 MPH 'C': 32'
150 MPH 'a': 48'
O.G. STRAPS INSTALLED
OG.
O.G. MAX.
HIGHEST RIDGE. DIAGONAL
PER ELEVATIONS
ADDITIONAL
MPH 'C' 48'
OVER WALL SHEATHINGS
O.C.
2X4 OR 2X6 FASCIA
BRACE TO BE ® ANY SPAN
SECURED W/ (3) 12d
.(
HORIZONTAL TRUSS,TOP
of stub
A It
PER ELEVATIONS
15'-O" OR GREATER REFER
NAILS
`
REINFORCEMENT.
sole PLATE
SECURED W/ (3) 12d
SECURE TO
TO TRUSS ENG. FOR
SEE FASTENER SECURE to
` ��
/
0'-0' t0 30'-0" lU
FILL ALL IR=MAININCx STRAP
HOLES W/ 10d NAILS INTO
NAILS
TRUSS W/
ADDITIONAL HORIZONTAL
SCHEDULE ON SHEET TRUSS W/
X-BRACA
-
WOOD 5AGK1NG
1/2 CDX OR 1116'ALL OSB
l2) 12d
TRUSS REINFORCEMENT.
D2 FOR SHEATHING
(2) 12d
30'-1" To 60'-0" (3)
SE
FASTEN t0 WALL PER
NAILS
0'-0" TO 30'-0" (l)
FASTENER PA' 0615
I/2" CDX OR 7/16° OSB
NAI
X-BRACE (1) X-BRACE
or
DO NOT PLACE SCREW IN
TOP HONEAWST LEO TOP
FASTENER SCHEDULE
ON SHEET D2
X-BRACE
SECURE TO WALL PER
CENTER AND (21
MAOPS
IONRY WALL -
ZIP SHEATHING
30'-1" TO 60'-0' (3)
FASTENER SCHEDULE
BRAGS DIVIDED
EQUALY FROM CENTER
0 CONNECT eottoM aF
= or
LW/ NN cT
TEM
SYSTEM
SYSTEM (INSTALLED PER
X-BRACE (I) X-BRACE
ON SHEET D2
TO END
STRAP TO GMU BLOCK WALL
DIA X
MANUF. SPECSJ
CENTER AND (2)
OR 7/16" ZIP SHEATHING
tAPGON MABONRr
WEEP SCREED, SEA
BRACE DIVIDED
CONT. 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER
SYSTEM (INSTALLED PER
MANUF. SPECS)
CONT. 2x4 SPF RAT RUN SECURED
2—STORY
cMuaLoucwALL
u,g
DETAIL -1B, SHEET WA2
(2) 12d'8 ® EACH TRUSS
t0 END
2X4 W/°3/8" x 5 LAG
(2) 12d s ® EACH TRUSS
ABLE END
!-I'
2X6 P.T. SECURE W/
1/2'X9" ANCHOR
(2) 2x4 +"2 S.Y.P. DIAGONAL BRACE W/
GABLE
�32 O.C. MAX. O
SIMPSON
(2) 2x4 02 S.Y.P. DIAGONAL BRACE W1
(3) 12d's w EACH TRUSS DIAGONAL
S
BOLT 32" O.G. MAX.
NAIL GABLE t0 2X6
(3) 12d's a EACH TRUSS DIAGONAL
X-B1.ACING TO COVER 5-TRUSSES '^� X— BRACING
Mst ®
32" .MAX.
X-BRACING To COVER 5-TRUSSES,
BRA
XTERIOR
STUD WALL CONNECTIO
5/8" G"sYPSUM BOARD OR I/2"
HIGH „- , "
D OP PLATA
5/8' GYPSUM BOARD OR In" HIGH g
TO FIRST
FLOOR MASONRY WALL
W/ 12d NAILS 6 O.G.
STRENNGTH GLG. BOARD
SCALE: 3/4 = I -0
2X D 16" O.C. MAX.
STRENGTH GLG. BOARD
„-
SCALE: 3/4 -
3
SCALE: Nrs
MAX.
41 N. RONALD REAGAN BL'
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
w
U
W
4.
6
0.
w
4
h
ST,1 mrv. da LOT:
CREEKSIDE
LOT 120
PROJECT#
04321.000
MODEL:
4EAB
"16'72— ARIA"
GARAGE OWING:
LEFT
PAGE:
SHINGLE MONO.
2—STORY
WALL
SECTIONS & NOTES
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
'c
ROLAND A A UCHACRA
AR NO 9 23
DATW. 05/25/18
SCALE: 1/4"=1'-01'
SHEET
D
File Copy