HomeMy WebLinkAboutBUILDING PLAN PAGE 1-16• STATE OF FLORIDA
CERTIFIED BUILDING
D.R. HORTON HOMES
CONTRACTOR:
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
UILDER
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
9ED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS
i 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
PTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN
,UP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF
STRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN
ERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION
ED ON THE DRAWING SET,
0 0
a
rth—)
6
a
(2-
1430
CULVER DRIVE NE,
PALM
BAY,
FL
32907
Tel:
(321)
733-7092
Fax:
(321)
733-7972
DESIGN CRITERIA:
- FLORIDA BUILDING CODE RESIDENTIAL
(FBCR) 2017, 6th EDITION
- FLORIDA FIRE PREVENTION CODE 6TH EDITION
- NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION
-ALL LOCAL AND STATE CODES
.00CUPANCY — RESIDENTIAL, GROUP R3
• CONSTRUCTION TYPE — VB
• MIN. INTERIOR FINISH — CLASS B
• BASIC WIND SPEED — Vult=160 MPH
Vasd=124 MPH
• EXPOSURE — C
•1—STORY RESIDENCE —
• 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL
AND STATE CODES
SQ.FT. CALC.'S
LIvNG
1612
56L FT.
GARAGIE
432
SGL FT.
ENTRY
38
SQ. FT.
LANAI
06
SQ. FT.
TOTAL 2238 SQ FT.
A/C VOLUME 14113.1
ABBREVIATIONS
ARV.
ABOVE
LAV.
LAVATORY
A/C
AIR CONDITIONING
LUM.
LUMINOUS
ADJ.
ADJUSTABLE
M.C.
MEDICINE CABINET
ALT.
ALTERNATE
MFR
MANUFACTURER
AMP.
AMPERAGE
MIN.
MINIMUM
BO.
BOARD
MITI.
MOUNTED
CL
CENTER LINE
MTL
METAL
CAB.
CABINET
N.T.S.
NOT TO SCALE
CIL.
CEILING
O.C.
ON CENTER
CLR.
CLEAR
PL
PROPERTY LINE
CONC.
CONCRETE
P.B.
PUSH HUTTON
CPT,
CARPET
PH.
PHONE
C.T.
CERAMIC THE
PLT.
PLATE
A
DRYER
PLYWD.
PLYWOOD
DBL
DOUBLE
PR.
PAIR
D.G.
DUAL GLAZED
P.T.
PRESSURE TREATED
DIAL
DUdM=
R.
RISER
DIM.
DIMENSION
RAD,
RADIUS
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
EACH
SIT,
SKEET
ELEV.A.
ELEVATION
SHTHG.
SHEATHING
EQ.
EQUAL
SHWR.
SHOWER
ML
EXHAUST
SIM.
SIMILAR
EMT.
EXTERIOR
SL
SLIDING
F.G./FX .
FmD GLASS
SL GL
SLIDING GLASS
F.G.
FUEL GAS
STD.
STANDARD
FIN.
FINISH
SINS
SHEAR WALL
FLR.
FLOOR
SECTION
FLUOR.
FLUORESCENT
SC
SOLID CORE
FR. DR.
FRENCH DOOR
TEMP.
TEMPERED GLASS
FIG.
FOOTING
THE.
THICK
GA.
GAUGE
T.O.C.
TOP OF CURB
GAR,
GARAGE
T.O.P.
TOP OF PLATE
GAR. ➢ISP.
GARBAGE DISPOSAL
T.O.S.
TOP OF SLAB
G.F.L
GROUND —FAULT CIRCUIT
TYP•
TYPICAL
INTERRUPTER
U.N.O.
UNLESS NOTED
GL
GLASS
OTHERWISE
GYP. BD.
GYPSUM BOARD
V.P.
VAPOR PROOF
H.B.
HOSE BIB
W.
WASHER
H.C.
HOLLOW CORE
W/
WITH
HDR.
HEADER
WD.
WOOD
HGT. OR HT
HEIGHT
WDW.
WINDOW
INSIIL
INSULATION
W/H
WATER HEATER
INT.
INTERIOR
W.I.
WROUGHT IRON
REVISIONS
I�M09I ND
--
01 31 14
BID SET ISSU
--
02 27 14
CONSTRUCTI02
--
06 02 14
RANEY TRUSS
--
06 05 14
RANEY TRUSS
--
07 31 14
RANEY TRUSS
--1
07/01/15
1 FBCR 5TH ED
DESCRIPTION
fMENTS COMPLETE
160—C ELEVATION
160—C ELEVATION
FILE COPY
INDEX OF DRAWINGS
SHEET # DESCRIPTION
PG CI —COVER PAGE
PG GN—GENERAL NOTES
PG 1 —FOUNDATION PLAN
PG IA —DOWEL PLAN
PG iB—LINTEL SCHEDULE
PG 1B.1—SAFE LOAD TABLES
PG 2 —FLOOR PLAN
PG 3C—ELEVATIONS "C"
PG 4C—FRAMING PLAN
PG 4.1—CONNECTOR SCHEDULE
PG 5—ELECTRICAL PLAN
PG 6—HVAC PLAN
PG D1—FOUNDATION DETAILS/SECTIONS
PG D2-1—STORY WALL SECTIONS & DETAILS
PG D3-2—STORY WALL SECTIONS DETAILLS
PG D4—MISC. DETAILS
PG WAi—WALL ASSEMBLY DETAILS
PG WA2—WALL ASSEMBLY DETAILS
PG WA3—WALL ASSEMBLY DETAILS
PG WA4—WALL ASSEMBLY DETAIIS
PG WA5—WALL ASSEMBLY DETAILS —WINDOW FLASHING
PG WA6—WALL ASSEMBLY DETAILS —SUB —BAND
^" STD. ONLY
STD. ONLY
LIV. & LANAI
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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CREEKSIDE
LOT 67
PROJECT#
04321.000 067R1
MODEZo:
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"1672— ARIA"
GARAGE 93MU4 4:
LEFT
PAGE:
COVER
PAGE
160 MPH EXP. C
ARCHITECT-
STATE OF FLORIDA�t
DATE: 05 /18 /18
HCAZM 1/4"=1'—O"
c l
'GENERAL NOTES
6.
ALL BACKFILL AT STRUCTURES, SLABS, STEPS AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND
E. APA - THE ENGINEERED WOOD ASSOCIATION:
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 6TH
COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY
I. ENGINEERED WOOD CONSTRUCTION GUIDE
EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10.
SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS,
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS;
7.
COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
2.
ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO.
A. FLOOR LIVE LOADS R (PSF)
Fb = 1,100 PSI Fv =175 PSI E = 1,400,000 PSI
I. SLEEPING ROOMS
30
8.
DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
II. ATTICS W/ STORAGE
20
HEADERS, AND POSTS.
III. ATTICS W/OUT STORAGE
10
9.
EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE.
IV. POOLROOMS
75
3.
LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
V. BALCONIES AND DECKS
40
10,
THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
OTHERWISE),
VI. STAIRS
40
VII. ALL OTHER ROOMS
40
11.
THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION
4.
ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING
B. FLOOR DEAD LOADS R301.4 15 (PSF)
JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
5.
MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS.
C. ROOF LIVE LOADS R301.6
12.
SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
6.
ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD.
I. *MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 6TH EDITION (2017)
D. ROOF DEAD LOAD (PSF)
CONCRETE
7.
NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 & R802.7. OF THE FBCR 6TH EDITION (2017).
I. FIBERGLASS SHINGLES
17 (TCDL 7 & BCDL 10)
1.
ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
II. CONCRETE TILES
25 (TCDL 15 & BCDL 10)
IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
8.
FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
E. WIND LOAD CRITERIA
2.
ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
I. BASIC WIND SPEED
MILT=160 MPH, VASD=124 MPH
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2.
9.
FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 518" CDX PLYWOOD. 518" CDX SHEATHING SHALL BE INSTALLED WITH THE
II, EXPOSURE CATEGORY
C
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS
III. WIND DIRECTIONALITY FACTOR (KO)
0.85
3.
ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE W'.
AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS
±0.18
4.
PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
10.
FLOOR SHEATHING SHALL BE APA RATED %" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED, ADHESIVES CONFORMING
V. RISK CATEGORY
II
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
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 NOTIFYTHE 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 SAFETYAND 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 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK,
OR 20-MINUTE FIRE -RATED DOORS PER R302.5.1 OF FBCR (2017).
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 W.
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
MASONRY
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH
PROVISIONS OF TMS 4021 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 F'm =1500
PSI.
3. OPEN-END BLOCK MAYBE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR SIN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
VARY BUT IT SHALL NOT BE LESS THAN % INCH AND NOT MORE THAN % INCH, REFER TO FBCR 6TH EDITION (2017), SECTION R606.3
FOR MORTAR JOINT THICKNESS TOLERANCES.
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R606 2 11 OF THE FBCR 6TH EDITION (2017)
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116" 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 ANSIITPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240.
17, THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS
NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE
MANUFACTURER IN THE LATEST CATALOG.
19.
DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 6TH EDITION (2017).
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'/4° PVC (SCHEDULE 40), INSULATED WITH W 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, ACI318-11.
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 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.
THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4
3. PER FBCR 6TH EDITION (2017) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
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 %-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 REOUIRED 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.
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3"
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
I. #5, W31 OR D31 AND SMALLER 2"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
I. #11 AND SMALLER W,
D. BEAMS, COLUMNS:
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/4"
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE, INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07)
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR
COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS
SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, �4,, 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, 112" 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 & ACCESORI ES PER ASTM-C-1 063-1 1A & R703.7 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT
LIMITED TO:
ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS
"L" FLASHING HORIZONTAL LATH AND PAPER DETAILS
PIPE PENETRATION DETAILS VENT PENETRATION DETAILS
WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS
CASING BEAD DETAILS DRIP EDGE DETAILS
CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS
WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PER ASTM-Cl 063 -11A AND R703.7 OF THE FBCR, 6TH EDITION (2017)
FIRE-RESISTANT CONSTRUCTION
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7.
EXTERIOR CEILINGS
1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING
MEMBERS. THE 1/2" GOLD BOND BRAND 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) .
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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MEET PROVISION OF R3113.1 OF THE FI5CR bth EDITION (201-1)
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
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L 5 7'-6' F.SF24-1B/1T
L 6 4'-6' SF16-OB/IT
L '1 4'-6' SRF6-0B/It RECESSED
1441 N. RONALD REAGAN BI
LONGWOOD, FL 32750
PH: 407-774-6078
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AA #: 0003325
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STATE CIF FLORIDA
DATjb 05/18/18
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1441 N. RONALD REAGAN BI
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DATjb 05/18/18
OCAXM 1/4"=1'-0"
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SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
8" PRECAST& PRESTRESSED U-LINTELS
4MIM64m"
GRAVITY
TYPE
LENGTH
SU8
8F8-OB
8F12-OB
8F16-0B
8F20-OB
BF240B
8F28-OB
8F32-OB
8F8-1B
81`12-18
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
T-6" (42") PRECAST
2302
3138
3377
4689
6001
7315
8630
9947
3166
4473
6039
7526
9004
10472
11936
4'-0" {48") PRECAST
2029
2325
2496
3467
4438
5410
6384
7358
2646
4473
6039
7526
9004
10472
11936
4'-6" (54") PRECAST
1651
1787
1913
2657
3403
4149
4896
5644
2170
4027
6039
7526
9004
10472
9668
5'-4" (64") PRECAST
1184
1223
1301
1809
2317
2826
3336
3846
1665
2889
5057
6096
5400
6424
7450
5' 10" (70") PRECAST
972
1000
1059
1474
1889
2304
2721
3137
1459
2464
4144
5458
4437
5280
6122
6'-6" (7$") 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
6596
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'-C" (264") PRESTRESSED
N. R.
NR
NR
NR
NR
NR
NR
NR
160
300
570
870
1250
1660
1970
24'-0" (28&) PRESTRESSED
N. R
NR
NR
NR
NR
NR
NR
NR
130
240
470
720
1030
1350
1610
8" PRECAST & PRESTRESSED U-LINTELS
4AW14411111111IWIM
UPLIFT
LATERAL
TYPE
LENGTH
8F8-1T
8F12-1T
8F16-1T
8F20-1T
8F24-1T
8F28-IT
8F32-IT
8U8
8F8
8F8-2T
8F12-2T
8F16-2T
8F20-2T
8F24-2T
8F28-27
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
r 2215
3165
4125
5091
6061
7036
4'-0" (48") PRECAST
1878
1989
2832
3680
4532
5387
6245
938
938
1878
1925
2750
3583
4422
5264
6110
4'-6" (54") PRECAST
1660
1762
2507
3257
4010
4767
5525
727
727
1660
1705
2435
3171
3913
4658
77771
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
1 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
1 535
905
1295
1595
1896
2198
12'-0" (144") PRECAST
607*
400
631
1 816
1001
1186
1372
340
494
631
486
818
1209
1614
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
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
146
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 1
312
380
447
515
N.R,rl5
124
186
290
408
538
680
833
*REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
GRAVITY
TYPE
LENGTH
anus
8RF6-OB
BRF10-OB
BRF14-OB
8RF'I8-OB
8RF22-OB
8RF26-OB
BRF30-OB
8RF6-1B
8RF10-1B
8RF14-1B
8RF16-113
8RF22-1B
8RF26-1B
BRF30-1B
4'-4" (52") PRECAST
1489
1591
3053
2982
3954
4929
5904
6880
1827
3412
4982
6472
7947
9416
10878
4'-6" (54") PRECAST
1357
1449
2782
2714
3600
4487
5375
6264
1702
3412
4982
6472
7947
9416
10878
5'-$" (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
4622
907
1677
2933
4100
6730
8177
6707
7' 6" (90"} PRECAST
665
761
1377
2252
1958
2451
2944
3439
764
1377
2329
3609
5492
6624
5132
9' $" (116") PRECAST
371
420
834
1253
1071
1342
1614
1886
535
928
1497
2179
1 2618
1 3595
2875
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
CA"04MI111
UPLIFT
LATERAL
TYPE
LENGTH
8RF6-1T
3RF10-1T
8RF14-1T
8RF18-1T
8RF22.1T
8RF26-1T
8RF30-1T
8Ru6
8RF6
8RF6-2T
8RF10-2T
BRF14-2T
8RF18-2T
BRF22.2T
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
1 3036
3837
4643
5453
5'-8" {68") PRECAST
924*
1172
1795
2423
3055
3689
4325
501
501
924
1132
1741
2357
2978
3603
4230
5' 10" (70") PRECAST
896*
1138
1742
2352
2965
3581
4198
469
469
896
1099
1690
2288
2891
3497
4106
6'-8" (80") PRECAST
778
882
1513
2042
2573
3107
3642
830
1100
778
956
1468
1987
2509
3035
3563
7' 6" (90") PRECAST
688
697
1325
1810
2280
2753
3227
710
941
688
849
1302
1762
2225
2690
3157
9'-8" (116") PRECAST
533*
433
808
1123
1413
1704
9995
516
614
533
527
1009
1369
1728
2088 J
2450
*REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR
1,-- #5 REBAR AT TOP
MIN. (1) REQ'D
° 1-1/2" CLEAR
TYPE DESIGNATION
F = FILLED WITH GROUT / U = UNFILLED U = C.M.U.
QUANTITY OF #5 REBAR AT Qco
J `'
BOTTOM OF LINTEL CAVITY z ;.
r' °.. GROUT
8F16-1B/1T
� � #5 REBAR AT BOTTOM
} L • • OF LINTEL CAVITY
NOMINAL WIDTH - QUANTITY OF #5
NOMINAL HEIGHT REBAR AT TOP 7-5I8"ACTUAL BOTTOM REINFORCINGPROVIDED IN LINTEL
8" NOMINAL WIDTH (VARIES)
GENERAL NOTES SAFE LOAD TABLE NOTES
MATERIALS 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 wl maximum 3/8" aggregate. 3. Installation of lintel must comply with the architectural and/or structural drawings. 2. N.R. = Not Rated.
4. Concrete masonry units (CMU) per ASTM C90 wl 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 1 TA" and 5. Additional lateral load capacity can be obtained by the designer by providing
longer with a nominal height of 8" meet or exceed L1180. addional reinforced masonry above the precast lintel.
Field rebar per ASTM A615 GR40 or GR60.
Bo
ttom ottom field added rebar to be located at the bottom of the lintel cavity. 6. Prestressing strand per ASTM A416 grade ty6. One #7 rebar may be substituted for two #5 rebars in 8 lintels only.
270 low relaxation. T 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.abdesigngroup.com
AA #: 0003325 14
F
W
94
Ca
W
0
E
i9LTmm & LOT:
CREEKSIDE
LOT 67
Fmoa CT#
04321.000 067R1
UDDZZA
4EAB
1672- ARIA"
GAP.A M era:
LEFT
3PAaIM
SAFE LOAD
TABLES
160 MPH EXP. C
ARCHITECT.
STATE OF FLORIDA
ROLAID A ABOUCHACRA
AR NO 93723 ,
D TM 05/18/18
OCALM 1/4"=1'-0"
j ■:F{:
IIIIIII,
.I
FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN
ACCORDANCE WITH SECTION F5C R302.9.1 THROUGH FBC R302.9A
FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN
ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH F5C R302.10.5
COMPOWIff W CLADLMIQ YYIID I =
RM WD 8"M FOR 3 SEC= MM
oPEI@=
AW TYPE
mm
FOOTA
Zm
Sao WH OO M
R3mm
MIN. WINDOW
10
5
34/-45
CRITERIA
EXTERIOR SWING
21
5
32/-42
DR. MIN. CRITERIA
S -I.D. MIN.
12
5
30/-37
CRITERIA
8070 O.H.D.
56
5
30/-38
16010 O.H.D.
112
5
29/-35
SOFFIT
N/A
5
31.6/-38.8
-6829/
IF
ROOF TILE
N/A
3
-5821B
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.
11`ALLS
a ("j, IAA,
100<0z,�Wo
GABLE
0 -� 10:
e
1
] 1
1
GABLE ROOFS
105,0 :�L 45,..
tax° ,a1: c-AuE = 304,8 iczm, 1 &t 1'tT = 10 017i Tad,
Note: is-:1 fcct in all cases.
--t-1t--
ROOFS
HIP ROOFS
9 0 < €1 30"
FIGURE R301.2(7)
COMPONENT AND CLADDING PRESSURE ZONES
38'-51
1'-4"
HP
(2) 3052-614
I
P[sRE98
(2) 3052-SW
=
010111111MLU man
NOTE:
-2-5 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-5 SOLID
DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
-OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL
5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/&' (35
MM) IN THICKNESS, SOLID ORHONEYCOPI5-CORE STEEL DOORS NOT
LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS.
IEXTERIOR MASONRY I
WALL 53RG. HEIGHTS
SQ.FT.
CAM'S
LIVINs
1672
50. FT.
GARAGE
432
SQ. FT.
ENTRY
38
SQ. FT.
LANAI
9(v
SQ. FT.
TOTAL
2238
SQ. FT.
A/C VOLUME
14113.1
DBL.
TOP
PLATE
1
�n
BAR DETAIL
�HJ SCALE:
a=Iq [is] 8 1
cox
1
1
_1
r
VARM
r
E VANITY F VO AMITY
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325 i
r
�
�'11111
I uDDrv. da LOT:
CREEKSIDE
LOT 67
PROJzCT#
04321.000 067R1
MODEU
4EAB
1672- ARIA"
OARAIOE Ism:
LEFT
PJ GIC
FLOOR
PLAN
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
E/8" 1/4"=1'—O
2
12
6�
JDL\oEAJvL\o
TEXTURED FINISH
8'-8' BiRG. PGT.
0'-C' FIN. FLR.
WTU
OFF RIDGE VENT
ELEVATION
1�
OFF RIDGE VENT
8'-8' BRCS. HGt.
J1411
TYP.
0'-0' FIN. FLR
OFF RIDGE VENT
LEFT ELEVATION
TEXTUFZED FINISH
OFF RIDGE VENT
RIGHT
TEXTURED FINISH
OFF RIDGE VENT
N
ELEVATION
BLDG. HGT. L
FRONT ELEVATION
TEXTURED FINISH
NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4
1'-O°
J 0'-0" FIN, FLR.
BRG. HGT.
1-01,
0'-0' FIN. FLR.
DRAIN
m9mol
BRCs. HGT.
2'
IRATI VE
ER
ISED
(TYP.)
'FIN. FLR
MODEL 1672-ARIA
AREA OF ATTIC
= 2A34 SQ. FT.
NET FREE VENTILATION AREA RI
1/ 300
REQUIREDVENTILATION AREA
- 2334 /300
= 7.78 SQ. FT.
7.78
= 1120.32 SQ. IN.
MIN. REQUIRED VENTILATION
= AX 1120.32
IN UPPER PORTION OFATTIC
- 448.128 SQ. IN.
(BALANCETO BE PROV€DED IN
SOFFITVENTS)
OFF RIDGE VENTILATION AREA
- 115 SQ. IN. PER VENT (net free area)
TOTAL 0 OF VENTS REQUIRED
= 3,90
TOTAL# OF VENTS PROVIDED
= 4
SOFFIT VENTILATION AREA
7 SQ. IN. PER LINEAR FT(net free
area)
LINEAR FEETOF SOFFIT REQUIRI
64,02
76
&DECO. DETAIL
H SCALE: 1/2' - I'-0'
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
W
U
0
F
rO
U
03
11
A
F
F
h
SLTIBDIV. dm LOT:
CREEKSIDE
LOT 67
FmoniCT#
04321.000 067R1
UDDZU
4EAB
1672- ARIA"
GAVIAOR 8VnM:
LEFT
PAGIM
ELEVATIONS
!f C >f
160 MPH EXP. C
ARCHITECT,
STATE OF FLORIDA
v I
i�'1''�
72
m
F
05/18/181/4"=1'-0'"T
3 C
BJI
BJ3
BJ5
Ix4 DIAL. k3TM.
CHORD BRACING,
TYp.
Ix4 BTM. CHORD BRACING
'12' Oc. MAX.,, SECURED W/
(2) Imd COMMON NAILS •
EA. CHORD INTERSECTION,
TYP.
_ =Nl�z'-O"
Fj
= = � I ATTIC I
ACCE55 =
(A
F[TIT
II ❑ EJT „ II
11MMA_ U m\
kL-21
1
m (Aa 'm
II III BJ3
II I
II I
6=BJ5
A5
I -
I
m,- —
PAN
oil
rs
— .E: --
GIGS
IX4 DIAG. BIM. CWY
O
BRACING, TYP.
PLAN
GABLE END BRACINCs
SEE DTL. 44" SWEET 02
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
U
rag
G4
ti
0
N
A
F
�1
oxymIV. a LOT:
CREEKSIDE
LOT 67
PROJECT#
04321.000 067R1
MODMU
4EAB
"1672-ARRIIAy"
GAXAGIC E n M:
LEFT
]PAGE:
FRAMING
PLAN
160 MPH EXP. C
ARCHITECT-
STATE OF FLORIDA
DRINT -I
w 05/113/18
®MEET
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
(9) 10d X 11/2" 1-PLY, (7) 16d 2-PLY, EMBED 4"
(8) 10d x 1112" 1-PLY, (6) 16d 2-PLY, EMBED 4"
(2) HTA 16-18
2430
(2) META-16
1985
(12) 10d x 1 1/2" 1-PLY, EMBED 4"
(10) 10d x 11/2" 1-PLY, EMBED4"
1900
(10) 16d 2-PLY, EMBED4"
(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, (9) 16d 2-PLY, EMBED 4"
>
tY
z
(2) HTA-20
2430
(2) HETA-20
2035
(12) 10d x 1 1/2", 1-PLY, EMBED 4"
(10) 10d x 11/2" 1-PLY, EMBED 4"
25D0
(10)16d 2-PLY, EMBED 4"
(12) 16d 2-PLY, EMBED 4"
O
LUGT-2
2260
LGT-2
2150
BLK(5) 1/4"x 3" Wedge-Bolt+Anchors, WOOD (16) 10d
(7) - 1/4" x2 1/4" TITEN, WOOD (16) 16d
a
DHTA-20
2430
DETAL-20
2480
(16) - 10d x 11/2, 1 PLY ALTE RNATE USE OF (2) HTA-20 ACCEPTABLE
(18) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE
M UGT15+
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) 1Dd 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-SD52.5
3285
CO NC (4) 3/8" X 5 " Wedge- Bolt+Anchors, WOOD (12) WS25
(12) SDS 1/4"0" TO GIRDER, (4) 3/9" x 5" TITEN HDTO WALL
LPTA
1510 PARALLEL TO WALL
1470 PERPENDICULAR TO WALL
LTA2
1210 PARALLELTO WALL
1210 PERPENDICULAR TO
WALL
(10) 10d x 1 1/2"
(10) 10d x 1-112"
MUGT15
4175
VGT
4940
(1) 5/9" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (4) 1od TOP/(6) 10d FACE/(12) 10d BACK OFTRUSS
(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), (9) 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 1 1/2", (14) 10d
(14) 10d X 11/2"
HTW 16
1260
HTS-16
1150
(16) 10d X 1 1/2", (16) 10d
(16) 10d X 1 1/2"
HTW 20
1530
HTS-20
1450
(24) 10d X 1 1/2", (20) 10d
(24) 10d X 11/2"
HTW 24
1530
HTS-24
1450
(24) 1od X 11/2", (20) 10d
(24) 10d x 11/2"
LSTA 12 ++
930
LSTA-12 ++
925
(10) 10d
(10) 10d
LSTA 18 ++
1235
LSTA-19 ++
1235
(14) 10d
(14) 10d
MSTA-19++
1310
MSTA-19++
1315
(14)10d
(14) lad
MSTA-24 ++
1640
MSTA-24 ++
1640
(18) 10d
(18) 10d
cry
MSTA-30 ++
2065
MSTA-30++
2050
(22) 10d
(22) 10d
CL
MSTA-36++
2065
MSTA-36++
2050
(26)10d
(26)10d
KSTI236
3990
MSTI-36
3900
(36) 1od X 11/2"
(36) 10d X 1 1/2"
KT5I249
5140
MSTI-48
5065
(48) 1od X 11/2"
(48) 10d X 11/2"
LFTA6
1210
H6
950
(16) Ed x 1 1/2", (16) Ed}
(8) 8d TO PLATES, (8) Sd TO STUDS
SPT24
1030
SP4
885
(6) 10d TO STUDS (6) 10d TO PLATE
(6) 10d x 11/2" TO STUDS
M P34
525 IN F1 @ 160%
A34
515 IN F1 @
1601
(4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST.
(4) Ed z 1 112" TO BEAM, (4) 8d x 1 1J2" TO POST.
HHCP2
800
HCP2
645
(10) 10d x 11/2" TO TRUSS, (10) 1Dd X 1 112" TO PLATE
(12) 10d X 1 1/2"
RT16A
1380
H10A
1140
(9) 10d x 11/2" TO TRUSS, (9) 10d X 11/2" TO PLATE
(18) 10d X 1 1/2"
MUGT15 & PHD4A
4175
VGT & HDU4
4565
(28) 10d TO TRUSS, (10) W53 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/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
PAU66
2380
16005
ABU 66Z
2300
12000
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12)16d TO WOOD
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12)16d TO WOOD
LTS19+++
1205
LTT19+++
1340
(1) 3J4" 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
LTT203+++
1500
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (10)10d x 1-1/2TO 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., (19) 16d X 2 1/2"
(1) 5/9" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC., (26) 16d X 2 1/2"
V
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 21/2"
UPHD11+
14395
HHDQ11-SDS
2.5+
11810
(1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED) IN CONIC., (24) WS3 WOOD SCREWS
(1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN DONE., (24) SDS h" x 21W WOOD SCREWS
PHDSA
6525
HD76
6645
(1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONC. (14) W53 WOOD SCREWS
(1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONE., (3) 3/4" STUD BOLTSTO WOOD
TDXS
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(1)1/2...
MBHA 1.25
3475
5330
J-BOLT W MIN 6'
DYNA BOLT SLEEVE IN 6" EMBED & NOT LESS THAN 4" FROM EDGE OF CONC W/ 3/4" DIA ITW RAMSET/REDHEAD
OR 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) 3J4" A.T.R IN HIGH STRENGTH
EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. FACE, (18) 10d TO BEAM
HUS4121F
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%)
�
HD410IF (CMU)
1950
5000
HUC410
(CMU)
1800
4500
(18) 1/4"" x 3"" WS3 SCREWS, (10) 10d TO
WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD
(18) 1/4 x 2-3/4.. TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD:
z
2
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) 1Dd 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 x3"" WS3 SCREWS, (10) 10d TO
WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD
(18) 1J4 x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD:
LGUM26-2
2125
6065
LSGUM26-2-SD
1430
5595
(4) 3/8" X4" 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 2-1J2 SDS SCREWS TO WOOD
HIGH STRENGTH EPDXY = USP CIA -GEL 7000-C. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS.
+ WHERE ANCHOR EMBEDMENT IS GREATER THAN 7" DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/GROUT.
++10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2" NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION.
N
+++ MINIMU M EMBEDMENT I INTO THE TOP OF A BONDBEAM WILL BE 5", MINIMUM EMBE DME NT INTO THE FOU NDATION WILL BE 7"
A.T.R. =A-307 ALLTHREAD 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 STAIN LESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING TZ/ HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153
USE OF EXPANSION ANCHORS WILL BE EVALUATE D 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-HWRCAGI6, AND ANCHORING & FASTENING SYSTEMS FOR CONCRETE & MASONRY CATALOG C-SAS-2012 & USE 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 AREAS 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/ 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 FITTIGHT TO TRUSS AS PER APA REQUIREMENTS,
7. EXTENDAND ATTACH WALLSHEATHING PAST FLOORTRUSSES TO TOP OF TRUSS BEARING.
8. PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 2017 FBC RESIDENTIAL -SECTION R302.12.
9. REFER TO DETAIL 8 SHEET D4 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS & DETAILS.
HEADER SPAN CHART
SINGLE
5TOR7' APPLICATION
SIZE
CLEAR SPAN
D5L 2
DBL 2
D5L 2
DSL 2
x 6
x 8
x 10
x 12
UP TO 5'-4'
5'-4' TO 7-0'
1'-0' TO 10'-0'
10'-0' AND OVER
TWO STORY APPLICATION DOWN STAIRS
SIZE
CLEAR SPAN
D5L 2
D5L 2
D5L 2
D15L 2
x 6
x 8
x 10
x 12
UP TO 5'-0'
5'-0" TO 6'-4'
6'-4' TO 8'-0"
V -0' AND OVER
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0' TO
8'-01
U.N.O.
4'-II 1/2'
1'-I1 1/2'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF (-IEADER
1
2
3
NUMBER OF PULL LENGTH STUDS
AT EACH END OF HEADER
I
2
3
2 x 12
(02 SYP)
V16' 055
NAIL (3) 12d a 6'-8' O.C.
TYP. 2x12 BM./DR.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdosigngroup.com
AA #: 0003325
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04321.000 067R1
MODEU
4EAB
"1672-ARIA"
GARAGM 8Mn4U-.
LEFT
PAGIM
CONNECTOR
SCHEDULE
160 MPH EXP. C
ARCHIT]FDA
STATE OF
G Y1ROLAND A ABAR NO
a m 05/18/18
SCRIM 1/4"=1'-0"
4.1
rELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
12BY OUTLET
20 AMP ONGLE POLE
110v OUTLET
110V OUTLET
N OF OUTLET WIRED
TO 6WITCH
GFI
IIV V OUTLET
ECIUIPED WX4WO FAUL
INTMPUP1'ER (TAMPER
TJ
ii
lESISTANT TYPE)
EO
220V OUTLET
(4) WIRE CONIECTION
I1�
oct. WATERPROOF
GI.TOLIND FAULT
C�Pi
OUTLET
INTERRUPTER
SWITCH
SWITCH
3-WAY OFER
ID4
SWITCH
4-WAY OPER
0WALL
MOUNTED
�.l
'
LIGF4T
CEILINCs LIGHT
'qj\ VF;
VAF R MWOP
l J
1.112+IT
`Ol
RECESSED CAN
i-\
U1ALL 6CADIN10E
I'RE-WIRED
YENT. FAN
11.W PER sa Pr.
Vill PAN
wa_IGI•rr
I a" fmR Sa PT.
l
I Ill
I�
70
C9PEG'8 7i'JD CY
I
��
FLt10RESCEN7
1 IIJ IT
2-0-1% Wl
AROUNp
_ � 2' FLtlC7FE8CETtt
]_ _ _p_ � 4' R.UOREeCLNT
t-Q--er--a—rr-1 4' TRACK LKaHT
0 PANEL
METER
Ill DETECTOR Matt. El
WJ IaAROil
9D. WALL MOWTED MATT. BACK-UP
SMOKE DETECTOR Wr WtA1110 iE
...y�cn. rTEC ® S/Gfl 8h10kE0 ETECTOR
M-NDRMAEiDANC
C�'RO OP NOT LESS Ti 4'
PENDANT LIGHT
I_I+�
NATURAL. GAG
OUTLET
TPIEPEIOINE JACK
}
WATER SAT
TO BE ELEVATED
DISCONNECT
A
AIR CONDITIONING
DI8OGWEG7
TELEVI6lON JACK
O 1 J-BOoc
call PAN/LIGMT
FLOOD LIGHT
OPT. SECLIRIrr
KEYPAD
Pa PUSH -MUTTON MR CHIMES
LOCATION OF TV JACKS 4 PHONE OUTLETS 4
FANS TO BE VERIFIED a HOMEOWNER
PRE -CONSTRUCTION MEETING.
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO IBE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF FBCR 6T14
EDITION (2011).
20 AMP DEDICATED LAUNDRY CIRCUIT.
GFI a ISLAND eNOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO ME LOCKOUT
IN PANEL
BATHROOM EXHAUST FAN TO HAVE MIN.
CAPACITY OF 50 Cl INTERMITTENT PER
ELECTRICAL PROVISIONS OF SECTION
M1501.4 FBCR 6TH EDITION (2011).
LAUNDRY ROOM RECEPTACLE SHALL ME
GROUND FAULT CIRCUIT-fNTERRUP'TER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING METHOD SHALL 5E NON METALLIC
CABLE PER ELECTRICAL PROVISIONS OF
FBCR 6TH ED (2011).
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE F5CR 6TH ED (2011).
ALL LAMPS SHALL BE SELECTED BY
GUILDER AND 15% OF LIGHTING MUST BE
ENERGY EFFICIENT TYPE PER F.B.C. ENERGY
CONSERVATION (RE5IDENTIAL ENERGY
EFFICIENCY) 2011. ill EDITION R404.1
OWNER'S
SUITE
DINING
ROOM
PRE -WIRED` \
CLG FAN
- HOOD WIRE W/ \
OUTLET FOR
\ FUTURE MICRO.
6D.
DBL STUD
EA. END
OF
KNEEWALL
r \ csrl— y- A�
W.I.C. \\ —e�"II
�II
I II
L II
SWITCH IN
I 111 CABINET
0 r — — -I 1UTCHEN GFI
BATH p \\
L__J
� r
[A�llr, 60%
O� 4
L — GFI I
WH 0 42' I
GFI w 42 �
�J ----- I B.
r �
DO ROE l
L — — ——
/ !
WALL MOUNTED
LIGHT W/SWITCH IN / (�
ATTIC
KEYLESS
IL
FlxtuRE ---�--
FOYER
!11
CLG.
OUTLET 4/t\
IRRIGATION OHDOUTLET o
48' Ar-P. GARAGE
-i GFI I\JIL j
\ `
ENTRY/I
/ I
r
r
OPT. \
COACH
LIGHT
\ l '
CEILING
MTD. LIGHT
- A TO BE
INSTALLED,
PROVIDE
J-BOx FOR
rl OPT. FAN
GREAT ROOM
�,�r PRE -WIRED
/ CLG FAN
BDRM.#3
/PRE -WIRED
f CLG FAN
BATH
-2
yI ��
� PRE -WIRED
P.13. FOR c LG FAN
CWMES
BDRM.#2
E]LECT""ICA]L PLAN
WP Panel MAIN - A
PANEL: 8/16 Wp crt breaker VOLTAGE: 120 / 24U V -1 Ph MAIN: 150 Amp M-C.B
FEEDER:3-##1CuTHWN&1-96Cu(G)in11/2"C- OR 3-92/0ALTHWN&1-96Cu(G)in11/2"C.
Wire
Pole
Bkr
Description
Watts
Circuit
Circuit
Watts
Description,
Bkr
Pole
Wire
#12
Exterior Receptacle GFI fior TUG
1200
1
2
S ace#12ImgationPuinp
M2'0
1W0
3
4
Space
5
6
4680
AlCG.i
30
2
1 910
Space
7
8
PANEL -A
PANEL: 42 crt. breaker VOLTAGE: 120 1240 V -1 Ph MAIN: 150 Amp M.L.O.
FEEDER 3-91CuTHWN&1-46Cu(G)in11/2"C. OR 3-#210ALTHWN&1-46Cu(G)in1112'C.
Wire
Pole
Bkr
Description
Wafts
Circuit
Circuit
Watts
Description
Bkr
Pole
Wire
# 12
1
20
Small Appliance
1500
1
2
8000
Range
50
2
#6
# 12
1
20
Micrcnwa4e / Hood GFI
1800
3
4
#12
1
20
Small Appliance
15m
5
6
4500
Water Heater
25
2
#10
# 12
1
20
Rehlgerator GFI
1600
7
8
# 12
1
20
Dnina Receptacies AFCI
1600
9
10
1200
Disposal GFI
20
1
#12
#12
1
20
Bath GFI Receptacles
1200
11
12
1500
Usirmasher GFI
20
1
#12
#12
......_.
.14
_... 1
1
20
............_..
15
Foyer i Hall I Laundry AFCI
_ __ _-_............_...._......_......................................_...
Great Room Lanai & Dining Lights AFCI
1200
.... .._._....
900
13
.... ...... ......
15
14
16
5000
Dryer GFI
30
2
910
Space
17
18 1
1500
lWasher GFI
20
1
#12
914
#12
1,
1
15
20
SD & C/O AFCI _
Bed #2 & {R31 Bath # A 2 FG
900
1200
19
21
20
22
1000
1200
Garage Door Opener GFI
Garage Lts & Receptacles GFI
20
- .(7......
1
1
#12
--#12,.........
Space
Space
- 23
25
24 -
26
900
....
Soo
00
Owner's Suite AFCI
- ._--_- .-..........
Owunel's Batllroatt AFCI
15
15
1 _
1
#14
....-----
#1._4
Space
27
28
1000
EMeriOr Lights and Recpt. GFI
20
1
#12
space
29
30
1000
Im atialcontrolsonl
20
1
#12
.........
. .......___-
Space ..,_.__..
.. ..___..---- .........
Space
.........
..-31..
33
32
......
3d
...._._.
Space - - ........ .. ._. ._.---..----......._..
Space
....____--
-_- .. ...........
Space
35
36
Space
Space
37
38
Space
#8
2
35
111CAHU-1
iHeater 5 1 at 65%
5120
39
40
Space
41
42
Space
Load sub ect to demand factor calculatlons ! line
16400
277700
Load subject to demand factor raiculallons I line
Demand Factor Calculations,
ABBREVIATIONS:
AFCI: ARC FAULT CIRCUIT INTERRUPTER
NC: NON -COINCIDENT LOAD
OR: 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
980o
1CA for future grmvth
LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD
Total Connected Load Watts
32040
Total Am s(twaftsl24Cwits)
137.7
General Lighting $ Rece tacee Load
Total A/C Square Feet
1672
General Lts & Red 3 W 1 Sq. Ft.
5016
1 1 at 65A'iLi 1 at 100%
_
65
Total General lights & Reo (Watts)
5081
CktS# �^,rafts/cld Total wafts
General Lts & Rec Panel A1
81
6351
5081
1a0 AMP ELECTRICAL RISER
NOT TO SCALE.
GENERAL NOTES:
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH
EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
5. ALL CONDUCTORS SHALL BE TYPE THHN/THLLN UNLESS
NOTED OTHERWISE.
POWER COMPANY
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY
ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN
1-I/2" PIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
Iii ALUMINUM (AL) IN 2" PIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRfOR TO BID.
PROVIDE 302/0 CU, 'l + 1% CU IN 2' CONDUIT OR 3
04/0 AL, THLLN + 1% CU IN 2' CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT w OVERHANG.)
COMBINATION SERVICE 150 AMP
DISCONNECT SWITCH AND 120/240 VOLT
M ELECTRIC METER IN I PHASE
NEMA 3R ENCLOSURE MLO
PANEL
150A/2P
MCB
TELEPHONE SERVICE
ENTRANCE
EQUIPMENT
INTERSYSTEM BOND ING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
CABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
— 1 04 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE FBCR 6TH
EDITION 120110.
5/8" PIA 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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04321.000 067R1
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4EAB
"1672-ARIA"
GARAGE L9' Illil GF;
LEFT
PAGE:
ELECTRICAL
PLAN
160 MPH EXP. C
ARCHITECT-
STATE OF FLORIDA
i
AR NO 93723
DATIC—t 05/18/18
8CALM 1/4"=1'-0"
810111IRT
ARIA EQUIPMENT SCHEDULE
2B TONS
MFG
CARRIER
C.U.
25H15C530A P030,
A.H.U.
FX4DN(5F)03IL
HEAT
5KW
SEER
15 SEER
TOTAL GAF'
28400
ELECTRIC
208/230/I1-IF°
5RGR
C.U_ 30 A.H.U. 35
REr LINES
3/4' t 3/8'
VAC PLAN
�111111
BUBDIY. as Wli
CREEKSIDE
LOT 67
PROJMT#
04321.000 067R1
MODZIU
4EAB
1672— ARIA"
GFARAG RI OVUM-.
LEFT
P'AG IC-
H VAC
PLAN
160 MPH EXP. C
DATJM 05/18/18
®CALM 1/4"=1'-0"
e*EMW
6
_.^(U b REPAIR VERTICALLY uV GONG
FO WR CALL
SEE ENRMSY CORE PC" FOR
MSULATICN R-VALIFS
z TpAVPEP FNISH
E0.
s• Grn1
r N' Wr WL Bp.
WOOP BASE
STOP ° 7CCKC Wt4POPlCZD W/ 6•Xb'
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b-MIL VAPOR RETAPOMM ON
UPI-LFLL
„TOAD ME
-i BORA-CAFE APPLIED AT PRAMW%
Lm r Q 4' I_ID 4
ro mu
(2) b OMAR ON CHAIRS
1—STORY FOOTING
1 W BLOCK WALL
SCALM.
4' FI- P RENT: LLV ENE VAPOR
WWMAM ON
b-MIL POLY ETHYLENE VAPOR RETAILER
4 TREATMENT SEAL. BE ROMA-CAME
m� e
(U b REBAR ON C14AM
4 THICKEN EDGE
SCALE: V2 O-O'
�N
4
L W u> . '..° a• 4 b'Xa' WIAXW.4
�? ~ RET P GDI'IPAGTED C VAPOR
MLL TREATMENT TO BE
6'6 TE TO itup W/
8P • O.F. MAX
T uAuTVi
PL . ATE TO BLAB WV 0 • oc MAX
LT WV 2' T' I
. MIN • 32' MAX WOO MAX.
a a
m
e 4 REIPFORCEP W/ b'xi' WUxlWl.4 ! ° d' SFOIRCED W/ i'Xb' W,4)61NA
IY WIF MOLM ME04 O'1 6-MIL VAPOR WAP OR PI ON 6-MIL. VAPOR
Fk-r R ON LLELL-COMPACTED CLEAN E I�TARPER HELL--COM•ACTRD CLEAN
FILL TE 1E 7PEATMENI' 70 BE FILL TERMITE ATMIFNT To BE
4' I' m' 4' DORA-Cd APPLIED AT FRAMIWA 4' 1 pp 4' BCMRA-CAFE A AT PRAMMG.
I'-8(2) S REPAIR C:HAIRB z,-O„ (3) b FORAM ON Ra
1—STORY FOOTING 2—STORY FOOTING
r AT L.B.W, (W/ UPLIFT1 AT L. B. W.
�, eGALE:1n'.r-0' �• SCALE:Il2'-I'-0'
c
4' CONC. IPICLY WV ISLE' E VAPOR WIM
W ARPE PO-T ETHYLENE VALOR 9'IUDB 1(.' O.G. MAX Y
T.�'rARpER ON LLE1L-CgMPAC1E)? CLEAN
4 ,4 PIBORA-CAIE TPEATMMT SHALL CE mC.JFwd EOM O W/
Or"GOGARAGE STEP—UP HEhawr OF OARAgEAR s BT o Wv �' I �cHT
5 NON —BEARING vAR�a Wm4 SIAPE MSL • M r eMBEa. vAREs
P FOR P)(PANSION
4
lr
m �
C.
4' IRO LLuM ON FIBER-EBH ONa--MILS. VAPOR
-MIknT E VAPOR FETARDER META ON WELL -COMPACTED 0.£AN
a APPLIED AT PRA MIN& - CLEAN FILL TERMITE £ FILL TE TREATMENT TO BE
SAT 44ALL ISE BORA-CARE M -�' . 4' BORA- APPLIED AT PRAMN&
(U R g
b FORM ON C 4AM z !2) b FEBAR IRS
W 4 4' 3' M -
ER
I - 6
- ? 4 '^
RAGE STEP— GARAGE STEP—UP
1—STORY FOOTING NON —BEARING L.B.W. W UPLIFT
4 AT FRONT PORCHES 5 EXTENDED ®STEP 'STENWALI_ TO BE MIN.3 GORSES
SECURE P.T. BT. TO w
In'xa' T
EMBEp. MIN ' CC M ' _^(1) b FERAR VERTICALLY W/ C.OPIG
B 0im P.T. 7E WV POURED CELL
In'XS• ANCWR I 8• GMU
EMBED. 32APr
z
w L W. /me
OPTIONAL USE CP
as a W/ i'xi' WAXYAAO WAM RETE CLIR9.4ARAGE
W } a om
N W$J1-COMPAL)TFp GLEAN c' BULL.DER BY DIVIDEiElO4MED BY
PTHYLENE VAPOR aim
I[W.. w/ *'Kb'WL4XUW ND Iulrl a `, ' PI ITE TREATMENT SHALL at STOP
a q .CAft
> ON b POLY ETHYLENE VAPOR .. . a .. - C LIMB HEAW VARIES
ON IlL•I I -COMPACTED CLEAN
a F 1EM41TE TREATMENT SHALL BE z a (3) b ON BRAIDS
-CAFE 4
S° E >z r
;, DU 4' a" 4' ip •U a' °
O - 4' 00NC, RERVOIRCEP W/ 4'Xa' WA
w (27 b pN CI-AllRb -@ .. ' OF OR P100 EbH ON lb -MIL VAPC
OtARDER ON WELL -COMPACTED C
m o 'V 4' a PILL. T'E1R'ITTE TREATMENT TO Be
AGE STEP—UP BORA-CAFE APPLIED AT PRAMM
2—STORY L.B.W. zp Fiu (2)bPERAR04CHAIRS
GARAGE STEP— UP 6 EXTENDED FOOTING
1—STORY L.B.W. SCALE.1/2'.P-0•
1—STORY FOOTING
W UPLIFT SLAB I W' dlNO WE a AT GARAGE
6D EXT NDED FOOTING S8 8 , _®
SCALE: 112' x l'-0'
C
THIS I iEiOO p81 • 28 pAYS
PLATE TO SLAB W+ 1Od O BLAB FEPFORCEP UV
NAIL • 32. OG. MAX I• Nasl lo' a x b - WVAWA WWA
d-O' PIN PLR
e F4 REBAR .% � � •
' qe • ;O;m
i".EII'FORl= W/ a'Xi' WA)LWIA uWi WRAP R
IBERMEBH ON a -MIL. VAPOR {X r a
z w Pe ER ON YELL -COMPACTED '^
' PlLL ITE TR6AMN, To BP }
4' 1 �' 4' DORA- APPLIED AT PIRAMMrN�x. w lli
(2)b ODA CHAIRS IY MIN
POP GROLND
1—STORY FOOTING
LB.W. (W/ NO —UPLIFT) STAIR DETAIL
r...0 SCALE. In'•1'-O' 3 SCALE: P-P-To
STUDS Ta' O
dEC211E BOTTd"1 VAR11
81MF'SON SP4 ' O VARI
OF GARAaR SECURE BT. O tLv kx8' TO SLAB LLV tod
WIT+{ 6LOF•E R T EI"IBED. • 32' O.G. MAX
qqngxr MIN • MAX
FOR EXPANSION w
w a
a } j
' C:OMG. REIIV'OR" RO W1 E•Xb' a4)01.4 / REH-ORCEP UV i'Xb• RW&RA
z lr OR FIBSERME4 CN 64MfL VAPOR r FOR441 SM ON 6-MIL VAPOR
ER ON WEJ.L-COMPACTED C1FAN z RE7 ON SELL-C:OI'1PAFTEO CLEA
r PILL TE TREATMENr To CE r PILL. nE TFOATMEFtt TO BE
BORA- APPLIED AT PRAMM3. 1'-�' d" BL7lRA APPLIED AT FRAMlp4 .
(3) b ME CNAUPS ' s (2) b REBAR CHAIRS
GARAGE STEP—UP GARAGE STEP—UP
6 A 2—STORY L.B.W. W/ UPLIF 6 B L.B.W. W NO UPLIFT
SCALE: SCALE: 1/2•.I'-27'
G44ADE -•.� . �....._w
J UV GCMG. r Y a
8' cm
z
L OP
- 1 • GARAAE
RMNK) BY
STUCCO Dfvf810N
IF r 104T VAM06
w
r ro 4' GONG R?SffORCEP UV b9CE' W L4)"4
' < OR PIBERMESN ON 0-MIL. VAPOR
a RDER ON UELL-COMPACTEP CdFAN
r -. PILU49041TE TREATMENT TO BE
BORA- ApR..IED AT PRAMNO.
(37 b RF35A C44AIPB
it p
2—STORY FOOTING
r x�n AT GARAGE
V tl SCALE: 1/2':1'-O'
'xb' UAXA40 WLLM
. -MLL. ETHYLENE VAPOR
WELL -COMPACTED
GLE A RITE 1RFATMENr SHALL
m4' e" e" 4'
2'- r' 4' b OMAR ON CHAIRS
P REGEea
S$D.TRACK
FMI814 FLOOR
r a:
} ILLL
21
1 SLAB AT S. G. D.
SCALE: 1'•IAV
z
(1) b FORAM VEMICALLY W/ COW_ L
F'OUR67 CELL '� CN 6-MIL POLY ETHYLE?E VAPOR �ultra
MNGULATICNN RETARDER ON WELL -COMPACTED CLEAN
TEXnmp I Y 1'£RMITE TREATMENT 8".L BE
CARE
b' OMIT ? j (2) b CN C WAIO
Q In, m LAB AT GARAGE TIE VEMCAL REBAR
' J I^J SERVICE DOOR
SCALE: 1n'.I'-0' TO HORIZONTAL
W 1 ' H
d-O' FIN R.M. MBAR WV 10' HOOK
a 4 GROUTED BOND BEAM
X w TOP tl 4' COW —REINFORCED Wv a'X6' OAULK AND eeAL ° a v� a vAR1Ea PEIe FJJ
E z' (1 C:O . _ _ uWat" Up OR FIBER'ESH ON 1 `t om // .
m }- a-MfL. VAF•ORlREi'di6iER ON J.LiLJ♦l� 6A8 LNE .a.:
a 'U 'a`-eeaMPAerED GLEAN PILL �I^J NOT USED
POURkA LMTEI. COW. fTYPJ -1 �' PVG SLE?:VE ((
FO •' ' 7 CAM APPKIEPAT i• cm FILLED CPI I (TYP.) R7R 0.48 LNE o -
. FRAM `^ u b• PVC CHASE THRU FCOTM
i Q r 4" a' 6' 4' (3) b ON CHAIRS 2X WALL FRAMWN(s 0 8. CMU
(4))YM' ANCHOR BOLTS a (d))YXT• -In' DRYWALL 1-6 R .AR ON CHAIRS
J-BOLTS MM. B' EMBEDMENT WV VWXIAV ej)
WWSI$R AND NUT SPACED EVENLY PRO M WOOD BASE 2-STORY
PLOOR TO BOND BEAM. SET N JONM (3) b REBAR ON CHAIRS
2—STORY FOOTING PRIOR TORLLNG.(SLEEYEPAW-44ORM 4.
SOLID PO)R ACCEPTABLE RETROFIT)
13 W BLOCK WALL EXT./INT. FRAME WALL TO
&GALE: 1/2'.1'-W ➢ (U b DEBAR VERTICALLY W( CONC.
15 BLOCK WALL CONNECTION FOLI m_L
SCALE: In•.I'-O' a „ `. Iso NSU e FOR R-YA DORMS
d CMMu Q CLEANCILIT FOG ROD
1 �+ GAS LINE THRU BLOCK In' c,Y1•. WL W. POR NBPECTION
SCALE: v-v- WGOD BASE z
z r
c4mrr. REEF. W/ a'xi' WAXWIAO URI
1 4 Ty NOT USED n ON i-MrL DOLT ETHYLENE VAPOR
z °I, I r PIWT" I -001-FACTED
ENT 4PNPLR.
BECLEAN ID'-O'
E LL
II
a I �'A-O� '4 , - TIE VERrICAL FORM
n (V lbR$BAR SET M BSIPSON HkiN ^� (e.. a °a , TO HORIZONTAL
zr BTPOOTH EPDXY b' EN (2) lb]MBED, MIMBAR • I -STORY
L ' (3) b FORAM • 2-STORY REBAIR uV m' HOOK
.
Q a° OUTGIPE REBAR TO BE m .� a' PVC CHASE 11-M FOOTING
4• GONG.. REN°. WV ►y+i' WA>4UAO '� 1. (U b VFW. POWEL
a, •.. WUM ON 6-Mil- POLY ETHYLENE -.' . e a a LAPPED WV BOND DRAM
" - VAPOR RETAI®ER ON .�,� (U b FORAM AT C40RJE a r I.8TORY
' 0 0 DELL -COMPACTED CLEAN PILL a" '. a WV A' LAP MR in 4' B' 4' (2) ODIODAM ON 04AII0
TERMITE TREATMENT SHALL BE - U 2-6TORY
BORA-CARE 2'-I' MIN. LAP , (3) b PEBAIR ON CkIAIlR6 HORIZONTAL/VERTICAL
PIPE THROUGH REINFORCING
TYP. RETROFIT FOR 1—STORY FOOTING E
A
OMITTED DOWELS REBAR LAP AT FOOTING TYP. REBAR LAP ecALE:In'.r-o �B aCALE:1n'.P-d
T LINTW BLOCK WALL
C LINTEL D
ALL EXTERIOR FOOTERS AT FINISH SLAB'S TO BE MIN. 12" BELOW UNI7ISTZJR13EID SOIL
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www. a bd a sig ng rou p. com
AA #: 0003325
OT USED
9E 1P T ATE UV
w
4 p
REW'F. W/ a'xa• ull10Gu44O WUM
-ML POLY EIHYLEPE VAPOR
° AIRPER GN LLELL-COMPACTED CLEAN
4 PILL TERMITE TREA'TIM84T BFALL BE
-CAPE
ON C"m
r
m U
I' 8
GARAGE STEP—UP
2—STORY L.B.WAS FOR
W NO UPLIFT
� E ENDED FOOTING
SCALE: IR'.I'-0:
v I' GARAGE DOOR
an
m
4• CONC. RENF W/ b'xb' W4XWLAO WIM ON
6-MIL POLY ETHYLENE VAPOR RETARDER ON
WELL -COMPACTED CLEAN PILL TERMrTE
TREATMENT SHALL BE DORA-CND
(I) b FORAM ON O"ll"
GARAGE DOOR FOOTING
11
11 l f aG.AL.P: L7••P-O•
8' vARll3S
3'
wuYrv.
CREEKSIDE
LOT 67
FMOJMT#
04321.000 067R1
MODElu
4EAB
1672- ARIA"
A�(
Q�>•M a Dy.-
LEFT
IP AIG'M
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
160 MPH EXP. C
BOND BEAM
Ak VARIES run T3
z TIE VEl[T'IGAL
r � i0 HORrXCNT
C_ ° IREDAR WX b'
RIRS PER E
P TEP BOND I
41
a,
4 a - G.EANOUT REOUTREI
POR IN81°ECTION
O'-O' PIN PLR.
z E VERTfCAL R=BN
° HORIZONTAL
o�
4?' W/ 10' HCX)K
HORIZONTAL/VERTICAL
REINFORCING AT
BEARING CHANGE
CONTROL DATE: 07 /01 /
F
w
Q
U
rm
rig
O
A
r`4l
ti
ARCHITECT
STATE OF FLORIDA
r\/"
pRINT —I
DAM 05/18/18
8CALM 1/4"=1'-0"
8*3 T
� �
FIBERGLASS SHINGLE -
OVER 030 FELT PAPE'
INSTALLED PER FBCI
RRWE7.1.1 ON a' O.SJ
SHEATHING OR J' CO
PLYWOOD SECURE:
PER FASTENEI
SCHEDUL
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
III
:2
yw
� O
1— STORY
DISLOK WALL
IALIEN/4' =1'-0"
Lrica OR IiL)a' P.T NAILER
❑ Ix4 P.T. OR %'X4' MIL
BECIURE TWRJ FRAME 4
El EXTEND 1-4' INTO BLOCK
W/ W TAPCONS OR DIVE
PIN
MIL SHANK SITE .1411
MIN WEAD 612'8 300
MIN EMBEDMENT I h'
WITHIN V OF EACH END 4
Is' OL. MAX SPACING
DOOR CASINO
DOOR JAMB OR WINDOW
MANUFACTURE6 DETAILS.
NOTE: M 41M AS rNML!:W TO PLUMB
JAMB (DO NOT ExCEYD Yo
DOOR JAMB TO BLACK +9 4 OR +5 4
irDlDox To C + 0 +
LEE ENERGY CODE FORMS FOR
ySULATION R-VALUES
GYPSUM BOARD OR �' HIGH
TRENGTH CLG. BOARD
ONG. FILLED LINTEL ELK W/ (1)
� REBAR CONTINUOUS
'RECAST LINTEL
eE ENERGY CODE FORMS FOR
SULATION R-VALUES
INDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRECAST SILL
(1) OD REBAR VERTICALLY W/
CONIC. POURED CELL
Ix2 P.T. FURRING STRIPS a 16" O.G.
8' CMU
1/2' GYP. WL. BD.
WOOD BASE
F15ERGLASS 5HINGLE5
OVER 030 FELT PAPER
INSTALLED PER FBCR
RR905.1.1 ON a, Ob.5.
SHEATHING OR i' 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/ 1/2'x3' A.E.
w/ 2' DIA. WASHERS, 1'
MIN. EMBEDMENT WITHIN
8' OF EA. END, 32' O.C.
MAX IN FIELD.
CONC. FILLED LINTEL
SLK. W/ (U 45 RE5AR
CONTINUOUS
PRECAST LINTEL
5/8' THICK 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
(U 05 R,EBAR-
VERTICALLY W/ CONC.
POURED CELL
8" CMU
u
1—STORY �o
GABLE BLOCK
2 WALL
SCALE: 3/4" = I'-0'
2X4=
SECURE TO BLOC, W/ VW
2X4w
TAPCCN6 OR DRIVE PM
SECURE TO BLOCK W/ VA'
(MIN. SWAM SIZE Job
TAPO" OR DRIVE PM
MIN. HEAD SITE 300
(MIN SWANK SIZE .Hb
MIN. EMBEDMENT 1 Y4')
MIN. HEAD SITE -oo
WITHIN a' OF EACH NM J NOTE. STRUCTURAL 2X MUST BE
IB' OL. MAX ePACINaN
MIN EMBEDMENT I Ys J
WITHIN V OF EACH END 4
NOTE, STRUCTURAL 2X MUST ME
A4 OUTSIDE 4 6EGURED THROUGH
NON-STRJGTUFW_ 1b' TAPCON
IV O.C. MAX SPACING.
ON OtitBIDE J SECURED
t1-IROUGW NON-STRUCTURAL �l(�,'
SECURE TO BLOCK WA-yon MIN. I-Is4' EMBED, EN, INTO
TAPCONS OR DRIVE IMN
2xb_
secue TO BLOCK
TAPOON MM. I Y4 EM73EDMENT
BLOCK
MIN SHANK 617E .14b
W/J-W TAPCONS OR
INTO BLC7OC
MIN HEAD SITE -%M , L?'I1
PRIVE PM
MIN EMBEDMENT 149
MIN SWANK 617E .145
, CMU
WITHIN V OF EACH ENIO 4
IS' OG. MAX SPACINGS,
'XA X2' P7. NAILER
MIN WEAD SIRE JiM
MIN. EMBEDMENT 1 Ys)
DRrWW.L
2�
❑
WITHIN V OF EACH END 1
MAX SPACINGS.
❑
'X4' OR I'M' P.Y. NAILER
TO W�
V6' OAR. X 4' MIN
ROCK
7E
CA61NIfs
MR1 SHANK SITE Job
SECURE TO BLOCK. U7-
DOOR CASING
MM. HEAD SITE 30D
DOOR JAMB OR WINDOW
TAPGON9 OR DRIVE PM
MIN E"�EPMEN7 I Ys'J
dTTAGF! TO 2X PER
MIN. SWAN, SITE J45
DOOR JAMB OR WINDOW
WITHN B' OF EACH END 4 MANUFACTURES DETAILS.
MIN. WAD SIZE Sam
AttAGH TO 2X PER
IV Or- MAX SPACNW.
MIN EMBEDMENT 1 Y4')
MAWI-AGTUiB=S DETAILS.
WM, SWIM AS NEEDED Yo PLUMB
WITHIN V O= EACH Bop 4
16' Ol. MAX BPAGM6.
� Al
JAMS (DO NOT P DY4')
JAMB fPO NOT EXCEED Y49
DOOR IAMB TO BLACK +1-l�If
DOOR JAMB TO BLOCK +s-
+1-16 s
n R TO IF
33/a • -O
2x4 BLOCKING BETWEEN TRUSSES
At FIRST FIVE BAYS 4'-0' O.G.
(AT SHEATHING SEAMS)
STIFFEACK AT ALL UPRIGHTS
OVER 4'-10' HIGH (SEE SEALED
ENG. FOR SIZE AND CONDITION)
PRE-ENG WD. TRUSS 24" O.C.
MAX.
(2) 12 2x4 EACH
RUN SECURED W/
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 GONG. SILL
Ix2 P.T. FURRING STRIPS a 24' O.C.
1/2' GYP. WL. 5D.
WOOD BASE
(2) 12d'a a EACH TRUSS
2X4ft
SECURE TO BLOCK MW
TAPCONS OR DRIVE PIN
MIN. S 40K. SIZE J40
MIL WEAR SITE 300
MIN. EMCFDhE7Nt I W)
NOTE: 6T1tlICTURAL 2X MUST ME
WITHIN VON EACH END J
ON OUTSIDE 4 SECURED
IV OT.. MAX SPACING.
THRDUGW NON-STR1=RAL %1
2X6v�
TAPOON MIN I-Y4 E]NBEDMMIr
SECURE TO BLOCK
INTO BLOCK
W/1-1/4' TAPCONS OR
DRIVE PIN
(MIL SWANK SIZE .145
, CMU
MIN HEAD SIZE 300
DRYWALL
MIN EMBEDMENT I Y4')
WM41K B' OF EACH END 4
p7. NAILER
IS' O.C. MAX SPACING.
❑
w' O,SB. X 4' MIN
SECURE TO BLOCK U A-1/4'
TAPGONB OR DRIVE PM
DOOR CASING
MM. SHAM, 617E J45
DOOR JAMB OR WINDOW
MIN. WF.-ID SIZE 300
ATTACH TO 2X PER
MIN. EMBEDMENT 1 Y4)
MANUFACTURES, DETAILS.
WITHIN V OF EACH END 4
IV Ca MAX SPACING.
NaM, SWIM AS NEEDED TO PLU la
JAMB MO NOT BX=P Y4')
DOOR JAMB I BLACK +3-7/16'
/1 101rDOIr TO
+9-7/lS'
3/B'•I'-0'
2X44w
TO R
TAPCOONS
_
SECURE TO BLOCK W/ W
TAPCONS OR DRIVE PIN
BEalRE TO BLOLT, UY 9ia'
SECURE
ORE
DRIVE PIN4,
SECURE TO BLOCK W/Y'
TAPOONB OR
TAPCONS OR DRIVE PIN
(MIN SWANK 812E Ab
DRVE P�N
MIN SWAN, SIZE Job
MM. SWANK SITE Job
MM. HEAD SITE 900
MM. S"4AHM. SIZE JAB
MIN WAD 812E J'rg0
MINI SUE 300
S
EMBEDMENT Y01 WITHIN
MR WAD SIZP -we
MIN EMBEDMENT 1 Y4 J WITHIN
V OF EACH END 4 IV O):.
F1IL A`M19EDMII-Tlr I Y4) wT1-INN
EMBEDMENT
8 OF EACH END 4 IVOr-
V
a' MAXEACH END < Is' oL.
x SPACING.
NOTE. STRUCTURAL 2x MUST
MIN EMBEDM4NT I Yy')
LUIT14IN V OF EACH END 4
NOTE' STRUCTURAL 2X MUST
MAX SPACING.
MAX 6PACIN4.'s.
NOTE: 4L 2X MUST
BE ON OUTSIDE SECURED
0 or- MAX SPAGMfi
w ON OUTSIDE 4 SECUREP
2X6.m
2
OUTSIDE
BE ON OUTSIDE 4 84:GURED
SECURE!
SECURE TO BLOCK
Ti-IROUGH NON-aTRJGTUFW.
2XS�
THROUCI.1 NONIN.
:iOr
SECURE TO BLOCK W/J-%
"�
SECURE TO BLOCK W12-')w
TWRO10-1 NON-STRUCRIRAL
''1(i' TAF'CON MIN 1-y4'PIN
WR-i(v TAPCCJNB OR
7APCON MIN. IA,
DMENT INTO BLOCK
SECURE TO BLOCK W/I-I/4'�.
7ApCON MIN I Y4
W
EFIBEDI'1ENT
TAFCONS OR DIVE PIN
TAPCONs OR DRIVE PM
EMBEDMENT INTO BOCK.
ORNS
6129
INTO BLOC2C
MIL SHAW SIRE J48
MM. SHANK SIZE Job
MIN SWANK a17E J45
MIN SWANK J4bPIN
MM. I-lEAp 812E 900
MIN HEAD 617E 3a0
MIL HEAD 812E 300
O, G'IU
MIL HEAD SIZE 3g0
MIN. EMBEDMENT 1 Al)
'ITHIN
MIN EMBEDMENJ14t
B, q'U
MIN EMBEDMENtr 149
K' DRYWALL
MIN EMBEDMENT 1 Y4)
V CMU
WITHIN 8. OF EACH END 4
B' G"IJ
B' OF EACH EN.G.
J? DRYWALLEACH
WITHIN 8' OF END
I'X4' OR I'X2' PS. NAILER
WITHIN V OF EACH END 4
)y DRYWALL
IB' O.G. MAX BPAGMCx
)S' DRYWALL
MAX SPACING❑
2X6�
1 XX2' P.T. NAILER
�) g� MAX BPACINKt.
�D 2X bECI)RE TO
WI' O.C. MAX SPACING,
❑
I'X4' OR I'XJ' P.T. NAILER
70 BLOCK W/J-3fv'
I'X4' OR 1'X2' PS. NAILER
OOR CASING
SECURE TO BL3L,'
ODR C.48MG
atRuctuRAL MEMBER2X8<m
WH21I2d WITHIN 8. 0= EACHTAPCCN6
SEGUETO BLOCK W/I-I/4'
' P,T. X 4' MINBEGUN
OR DRIVE PIN
7APCf2N8 OR DEND
TAPCONS OR
4 6' TO 8' O.G. MAX
tAPCONIB OR
DIVE PIN
OOR CASING
MIN SHANK SIZE A0
MINMIN. HEAD SIZE
DOOR JAMB OR WINDOW
MIN BRAN, SI
MIN. I-EAD SIZEDOOR
JAMB OR WINDOW
(MIN SHANK 812E .146
CASMCa
MIN aHAN, SIZE Job
MM. HEAD 812E awe
-MW
TTACFI TO 2X PER
MM. EMBEDMEN1 W
ttAGN4YO 2X PER
MM. HEAD SITE 300
MM. E1EED6NT I?4,)
DOOR JAMB OR WINDOW
A7tACN TO 2X PER
MIN. EMEIEDMENf I Y4)
POOR JAMS ole WMpOW
ATTACH TO 2x PER
a• OF EACH E1NPVIET 4Y®' OISIN
MANUFACTURES DETAILS
8. OF EACH ENJ:.
MAX SPACING.NOTE:
MANUFACTURES DETAILS.
WITHIN V OF EACH END 4
MANUFACTURES DETAIL&
WITWM V OF EeCW END 4
IV OG. MAX 8PACMWx
NVUFAG1U11M=-B DETAILS.
MAX SPACING. SHIM AS NF.c#D TO PLUMB
JAMB fD0 NOT EXCEED TO
IV)JAMB
MHM A4 NEEDED 70 PLUMB
JAMB (DO Not EXCEED DTO
16' O.G. MAX 6PACIN& NOTE.
SHIM AS NEEDED TO PLIMD
NOTE, SHIM
AS NEEDED TO PLUMB
(DO NOT pOdBD Y4)
JAMB (DO
NOT EXCEED Y<)
a' CMU
41,
ALL
I'X4DR1 W' OR vita. P.T. NAILER
❑ Ix4 P.T. OR'Y4'X4' MIR SECURE THRU
FRAME t EXTEND I-I'4 INTO BLOCK w/
MINI & ey61m J4�SIvE PM
MIN HEAD SITE 300
MIN EMBEDM INT I,Y4'
WITHIN 8' OF EACH END 4 IV O.C. MAX
SPACING
ZDOOR CASING
`DOOR JAMB OR WINDOW
ATTACH TO 1X PER MANUFACTURER
DETAIL&
NOTE: SWIM AS NEEDED TO PLUMB
JAMB fD0 NOT END W)
DOOR JAMB TO BLOCK +s 4 OR +5 4
11MWT TO BLOCK +s/ OR +b/
DGALE: '-U-0'
DOOR JAMB TO BUCK +1-1 DDO JAMB TO BLOCS +2 „4 DOOR JAEIB TO BIACB +B DOOR ]A1® TO BLOCK +9 9/4 v
n WOMW TO RUM +1-1 /n1 M TO BLOCK +8 1 4 > cl 11'RIDON TO BLOCK +B' %v-i RDJDOA TO BLOCK +8 9/4'
n CCALEa AM'.1'-® '� SCAL,Er 9/B'•I'-47' ` ScALE, wo,-'-o, ii
FASTENER SCHEDULE NAIL RI=QU[REMENTS TOP CORD BLOCKING AT 4'
z�
ROOF DIAPHRAGMw°
USE IA6' O.SU3. OR 1/2' CDX PLY WITH 08 RING SHANK GUN NAILS AT
4' O.G. AT SUPPORTED PANEL EDGES AND 18 RING SHANK GUN
NAILS AT W Oj. AT INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS a 4' O.C.
SITE
HEAP
LENGTH
DIA.
NSILE STR.
Bd
ROUNDMODIFIED
11/8'
.113
1-10~
OR T
10d
ROUTIDJMODIFIED
21/8'
.128
I-ICADM
OR
O.G. MAX, IN FIRST 2 FRAMING
NOTE: E: TYf? EXT. 544EATHING ATTACHMENT
1
SPACES AT EACH END.
FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL
RAFTER OR TRUSS
GRADE) CONNECTORS FROM STUD TO PLATE ARE
ROOF SHEATHING
NOT REQUIRED EXCEPT v OPENINGS
EXTERIOR SHEATHING
N�1 NAIL8 TO BE MFG. BY MEMBER OF INT.
STAPLE, NAIL 4 TOOL ASSOCIATION
2
USE In' CDX OR 1/I6' 050 PLY WITH 18 RING SHANK GUN NAILS AT 6'
I. 0)13 INCH NOMINAL SHANK DIAMETER
? z
O.C, AT PANEL SIDES AND % RING SHANK GUN NAILS 4' O.C. TOP
BOTTOM PANEL AND 48 RING SHANK GUN NAILS AT 6' O.C. AT
2. RING DIAMETER OF 0012 OVER SHANK DIAMETER
Q
(INSTTALLLEDTE SUROOR 16 OR PER MMANUP. SPECS). SEE DETAIL. SYSTEM
NC
4. 0.280 INCH FULL ROUPER ND HEAD DIAMETER
m�
ROOF SHEATHING LA`►'OUT
NOTE: -RING SHANK GUN NAILS SHALL BE I°ERMITTED AS AN
5.2 INCH NAIL LENGTH
ENDWALL BRACING
ACCEPTABLE FASTENER FROM ANY
,AND
WORMANUFACTURER-
-ROOFTAS
DESIGN PRESSURE ERASED ON WORST CASE
BUILDING LENGTH
k
FOR C ABLE AND
FRAMING
arBNeIQIn Fr'x0 TfYJQ a
+5 RWCd 5N4NK GUN NAILS 4' O.C-
TOP 8 BOTTOM EDGER
FIBERGLASS SHINGLES OVER
W FELT PAPER INSTALLED
PER FBCR RRW5.1.1 ON J' O.S.5.
SHEATHINGS OR }' CDX
\ PLYWOOD SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x4 OR 6 FASCIA PER -
ELEVATIONS
VENTED A M. SOFFIT -
STIFFBA T A" -
UPRIGHTS OVER '-10'
HIGH (SEE SEALED
FOR SIZE 4 CONDITI
O.S.S. SHEATHING OR }' CD
PLYWOOD, ATTACHED PER
FASTENER SCHEDULE ON SHEET D2
OR '1/16' ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
T/8' THICK, 3 COAT PORTLAND-
CEMENT PLASTER OVER
EXPANDED GALV'D METAL LATH
ON FORTIFIBER JUMBOTEX 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 A
(SEE DETAIL 7/WA2-
SECURE GABLE TO 2x6 P.T.
PLATE W/ 12d'6 8' OjC. MAX
SECURE 2x6 PT. PLATE TO 5L /
J'x9' ANCHOR BOLT W/ 2' W ER
SET IN SIMPSON HIGH St NGTH
EPDXY l' EMBED. MIN 32' OC
1'-Q"
TYP.
a.H.
MAX.
b/6' THICK 3 CO PORTLAND
CEMENT PL ER APPLIED 1u
PIREC Y TO MASONRY z n
cCl
1— ORY GABLE
VAULT CLG.
LO C K WALL
SCALE: 3/4" = I' -O'
Fy
2x6 P.T. SECURED TO
MASONRY w/ 1/2'x'B' A.B. w/
V DIA, WASHERS, 7' MIN.
EMBi=DMENT WITHIN 8' OF
EA. END, 32' O.C. MAX IN
FIELD.
0
08 2' DECK SCREWS v W-8'
OX . MAX v EDGES 4 12' O.C.
MAX IN FIELD. UNTHREADED
'SHANK TO EXTEND BEYOND'
THICKNESS OF SUB -FLOOR
SHEATHING `
TYP. 3/4' T40 SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
2x4 BLOCKING BETWEEN TRUSSES
WHERE 'X' BRACING 15 PRESENT
PRE-ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED
(2) 12d'8 0 EACH TRU55
TO BE INSTALLED ® MID. IN'
OF TRUSS SPAN, OR 101- ' O.G.
MAX.
SEE ENERGY CgVE FORMS FOR
INSULATION R-)IFALUES
,$CARD OR �' HIGH
CLG. BOARD
x4 0 24" O.C. a INTERIOR KNEE
WALL
CONC. FILLED LINTEL 5LK W/ (1)
i11 05 REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRECAST SILL
(1) M5 REBAR VERTICALLY W/
CONC. POUREp CELL
lx2 P.T. FURRING STRIPS a 16' O.C.
@' LMU
CG
1 GYP. WL. BD.
NOTE:
PER FBCR R905.1.1 - FOR ROOF SLO 5 2:12 TO
LESS THAN 4:12, A (2) LAYER UNDERLA\r=NT
SYSTEM 15 REQUIRED. FOR ROOF SLOP4.12 OR GREATER, (1) LATER UNDERLAPERMITTED BUT MUST BE PER ASTM D11, ASTM D 4869 TYPE IV, OR ASTM D ro151
IX4 DIAGONAL BTM.
CHORD BRACING.
SEE PLAN FOR
LOCATION
PRE-ENG'O WOOD
TRUSS (TYP) a 24'
OZ. MAX
SIMPSON
HETA-16
(TYP) VERIFY
CW/ TRUSS PLAN
CONC. POURED
LINTEL COURSE
IX4 SYP LATERAL
RE-INFORCING 36' O.C.
MAX a TRUSS BTM.
CHORD, SECURE W/(3) lod
NAILS a EA. TRUSS
CHORD
GABLE END BRACING
SCALE: 1/2"=1'-O"
J
5
C*8 RING SHANK GUN NAILS
+ 6' 0.t. IN FIELD 1
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (O.S.B. TO BE STRUCTURAL GRADE)
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
kii AA 1110003325
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BLTODIY. al LOT:
CREEKSIDE
LOT 67
PROJECT#
04321.000 067R1
4EAB
1672- ARIA"
GARAGE OTFI ni:
LEFT
PAGE:
SHINGLE MONO.
SECTIONS &
DETAILS
160 MPH EXP. C
ARCHn ECT:
STATE OF FLORIDA
DATA 05/18/18
OCAIM 1/4"=1'-0"
SHEET
D2
IBERGLASS SHINGLES
VER 030 FELT PAPER
I STALLED PER FBCR
2x4 BLOCKING BET N
05.1.1 ON a' 0.5.5.
TRUSSES At FIRST (
FI RGLASS SHINGLES OVER
PROVIDE EAVE
SH ATHING OR �' CDX
BAYS 4'-0' O.C. (A
030
FELT PAPER (OR
BAFFLE OVER THE TOP
P YWOOD SECURED
FIRE LASS SHINGLES OVER
SHEATHING SEAMS
APP OVED
EQUIVALENT) ON
OF INSULATION FOR
PER FASTENER
SCHEDULE
EMBED. STRA
030 LT PAPER INSTALLED
" O.S.B.
HEATHING OR 4' CpX
CLEAR VENTILATION
VERIFY W/ T 55
PE FBGR RRww.1 ON a,
PL
OOD SECURED PER
PER FBEC R40223
PRE- NG WD. TR.lSS
—; PLAN
�
o.SS. EATHING OR �' cDx
F STENER SCHEDULE
24' O.C. MAX.
PLY OD SECURED PER
F TENER SCHEDULE .
PRE -ENG TRUSS
ZIP 9HEATHINCs SYSTEM
MTL. RIP EDGE
SEE ENERGY CODE ORMS
o„
MTL. D IP EDGE TYP.
PRE-ENG D. TRUSS
TL. DRIP EDGE
SEE ENERGY COD FORMS
(INSTALLED PER MANUF.
sPEes.) OR
2X4 OR 2 FASCIA
FOR INSULATION R ALUES
o.+�.
2X4 OR 2X6 ASGIA
24' O.C. X.
2x4 OR x6 SUB$AND
FOR INSULATION -VALUES.
WOOD SHEATWING
PER EL VATIONS
5/$" GYPSUM HO OR 1/2'
HIGH STRENGTH G. BOARD
PER ELEV NONS
PE ELEVATIONS
� GYPSUM BO D OR �
WRB LAYER 01,
DOUBLE TOP P ATE
VENTED ALUM. 5 It
CONT. 2x4 RAT N SECURED
W/ (2) 12Oi's a CH TRUSS
VENTED UM. SOFFIT
HIGH STRENGT CLG.
,` STUCCO WRAP
; -I WRB LAYER 02, FORTFIBER
VENTED ALUM. OFFIT
I'_o^
TYP,
WINDOW HEAD R SIZE VARIES
1/2, CDX OR 1/16' B
SEE ENERGY ODE FOR"'IS FOR
BOARD
BUILDING: PAPER
o.H.
PER WINDOW F'ENING SEE
SECURE TO WALL R
INSULATION -VALUES
e
1,000 UPLIFT
SIMPSON
n„ METAL LATH
HEADER SP N CHART FOR
FASTENER SGHEDUL
5/8" GYPS BOARD OR
ONNECTOR
SP2 E
FASTEN TO WOOD St1�IJGtURAL
,
1/2 CDX OR T/16 55
SECURE TO WALL R
DETAILS
ON SHEET D
1/2' HIGH RENGTH CLG.
2 SYP "2
2X8vTU
MEMBER s T O.C. MAX
1/0' TEMRED
FASTENER SCHEDU
WINDOW A ACHMENT AS PER
OR 1/16' ZIP
BOARD
DOUHL TOP PLATE
D TOP
FINISH a WOOD
ON SHEET
'1/16'
MANUFA URES SPECIFICATIONS
SHEATHING SYSTEM
(INSTALLED PER
WINDo HEADER SIZE VARIES
PLA E
'TT• TYPE CONTROL JOINT
.'
OR ZI
SHEATHING: SYSTEM
WINDOW ILL
2x6 St D5 � 16' O.G. MAX W/
MANUF. SPECS.)
PER NDOW OPENING SEE
FRAME TO BLOCK
CONNECTION SEE DETAIL
(INSTALLED PER
INSUL. SEE ENERGY CODE
HEA ER SPAN CHART FOR
DET ILS
ZIP Sl4 THINCs
RY WALL
SIDI
9 6' METAL LATH STRIP
MANUF. SPECS.)
FO FOR INSULATION
WI OW ATTACHMENT AS PER
SYSTEM NSTALLi=D
, b, WIDE STRIP SELF
?/$ THICK 3 COAT
v LUES
NUFWGTURES SPECIFICATIONS
PIER MAN SPECS.)
DIA ANCHOR BOLT
'•. ADHESIVE FLASHING, CLEAN
CEMENT PLASTER
e G SUBFLOOR GLUED AND
1/8' THICK, 3 COAT
CEMENT PLASTER
INDOW SILL
OR
WALL
AT 16" O.C. MAX WITH i"
EMBEDMENT AND 2'
MASONRY BEFORE APPLYING:
TEXTURED
APPLIED TO METAL
REWED AS PER FASTENER
APPLIED TO METAL
2x6 STUDS 16' OG. MAX W/
SHEATHING:
DIA. WASHER
""~
' FINISH a MASONRY
LATH OVER 2 LAYERS
'D"
"EDUCE ON SHEET DZ
LATH OVER 2 LAYERS
INSUL., SEE ENERGY GORE
$' CMu
OF GRADE
BUILDING PAPER OR
OF GRAD'O'
E
FORMS FOR INSULATION
2x8 SYP #2
N SPI
PAPER BACKED LATH
BUILDING PAPER OR
R-VALUES
WOOD STUDS
a Ea. A. 2
EA.
OVER AN APPROVED
PAPER BACKED LATH'
T < G SUHFLOOR GLUED AND
AT 12" O.C. MAX
STUD
VERTICAL CONTROL
HOUSE WRAP
OVER AN APPROVED
HOUSE WRAP
SCREWED AS PER FASTENER
SCHEDULE ON SHEET D2
BETWEEN DISSIMILAR
I r\
o
2x8 P.T. SYP
SOLE PLATE
,POURED
-`'—(1) COURSE TIE -BEAM
SOLID WITH:
TERIALS
DME
DETAIL TB/ILA2
PRE_ENG FLOOR TRUSS
(INSTALL 10ER MFG. SPECS.)
CONCRETE. (I) "5
REBAR HORIZONTALLY
N.T.S.
CONC. FILLED LINTEL'
Wl (1) S REBAR
GYPSUM BOARD OR J' HIGH
STRENGTH GLG. BOARD
DETAIL 15AIA2
O
W
WEEP SCREED PERASTM
PRECAST LINTEL
SUBFLOOR GLUEDBLK.
SCREWED AS PER
CONTINUOUS
O
IX2 NAILER/DRAFT STOP
1RE-ENG FLOOR TRUSS
ONSTALL PER MFG. SPECS.)
� W
926-G E 1063-G
(SEE DETAIL 2/D3 0
WINDOW ATTACHMENT AS
%rA NER SCHEDULE ON
SHEET p2
GYPSUM BOARD OR }'
w
PER MANUFACTURES
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
HIGH STRENGTH CLG. HOARD
IX2 NAILER/DRAFT STOP
w
-1 O
SPECIFICATIONS
FASTEN 2X4 BBON (P .
CMU) W/ (5) 12d N S m�
PRECAST LINTEL
T u_
Z
"5 REBAR a 16
PRECAST SILL
GONG. FELLED LINTEL BLK W/
w?REBAR
I— `
O.C. MAX, IN
PRE -EN OR SS
WI OW ATTACHMENT AS PER
(1) CONTINUOUS
Z
w
CONCRETE
(INSTALL. EC
5/8' THICK, 3 GOAT
MA ACTURES SPECIFICATIONS
EE ENERGY CODE FORMS
p[ z
POURED G L,
2 P.T. FURRING STRIPS
PORTLAND CEMENT
PRE AST CONCRETE SILL
R INSULATION R-VALUE5
0
VERIFY P
a 161 O.G.
GONG. F I EL BLit W/
PLASTER APPLIED
CAST LINTEL
0 0
PLAN'
(ZO U
N 8 CONTINUOUS
DIRECTLY t0
MASON
(9 M5 BAR VERTICALLY
W/ CON POURED CELL
WIND ATTACHMENT AS PER
R-4.1
1/2" YP. WL. BD.
IB B O N
5/8 THICK 3 OAT
MANUF CTURES SPECIFICATIONS
p U
INS CATION
Ix2 P.T. ING
PORTLAND MENT
FIRE-G T CONCRETE SILL
CI) "4 NTINUOUS REBAR
FASTENING DET
STRIPS 6 " O.C.
PLASTER PLIED
-I T
WOOD SE
8
DI TLY TO .4`
(1) "5 REB R VERTICALLY
SCALE: 3/4"=I'-(d'
'CMU
1/2 GYP. WL. D.
ASONRY
W/ CONG, RED CELL
m
Z
4 REBA 48 LONG
WOOD BASE
Ix2 P.T. FURR G
Iv Q W/6' HOOK +� 24' O.C,a
Q a MIN. 24' IN B
STRfPS • 24' G.
O
(�/
ROOF UPI -Fr
FIN. FLR.
8,(
it
� l
2'-0" (MIN.
COM OR NOT
�E
w
1/2' GYP. WL. BD.
I `
IN 5LA5)
CLARITY
a
z d ,I
WOOD BASE
SHOP DUki .
# .;
8'
�
_0,
d
a . .a. d
FLR
W
LL
a 1
WI.4XW1.40 WWM ON -MIL
C TIO N — H p POLY ETHYLENE V POR
EXTERIOR
SHEATNING LSE l
2—STORY
—STORY
A
OOD
w
• • a RETARDER ON
FAs EACH STLD
TO DBL. P PLATE
LISPRM NAIL
WELL -COMPACTED CL AN
P
PERMANLIF.
WALL
WALL
'
FRAME TO �"
�° �,° �" FILL TERMITE TREATME T
SECTION
SECTION
LOCK WALL
SHALL 8E BORA-CARE
ECTION AT TOP
1
B
(3)g,gR CONTINUO
OF EXTERIOR WALL
SCALE: 3/4'=1'-0"
SCALE: 3/4"=I'-0'
ON CHAIRS
SCALE: Nrs
FIBERGLASS SHINGLES
PRE�ENG GABLE TRUSS
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
VER"FELT PAPER
PRE-ENG GABLE TRUSS
NOT
INSTALLED PER FBCR
RR905.1.1 ON O.S.M.
5PF STIFFBACK (SEE SEALD TRUSS
ALLED PER FBGR
RR9 1 ON „ O.S.B.
SPF STIFFBACK (SEE SEALD TRUSS
DIAGONA CE 6
XtERIOR WALL STUDS t PLACE STRAPS SPACED
WALL SHEATHRJG AND FASTENED As
SHEATHING OR } CDX
ENG. BACK FOR SIZE A CONNECTION)
I�
SHEATH( } CDX
ENG. PACK FOR SIZE t CONNECTION)
GENT TRUSS
> DRI WON 1 S E AT
PLYWOOD SECURED
2x4 SPF BLOCKING BETWEEN
PLYWOOD D
2x4 5PF BLOCKING BETWEEN
5 OR HIGHEST
FASTEN STUD O BLOCK WALL EACH WINDOW Stub
WITH LISP MST STRAP WITH
PER FASTENER
_ ,
tRUS6E5 At FIRST (5) BAYS 4 0
PER PASTE
TRUSSES At FIRST (5) BAYS 4'-0'
IDLE. DIAGONAL
FASTENI=Rs AS INSTALL
SCHEDULE
O.C. (AT SHEATHING SEAMS)
SCHEDULE
O.C. (AT SHEATHING SEAMS)
BRAGS t0 BE o ANY
STRAP • EA. uxol e n 0d COMMON NAILS
NAILS
NOTE:
MTL. DRAB EDGE
SPAN 15'-0' OR
GREATER REFER TO
S°� STRAPS AS
-110 MPH 'c': 32
0` TIJp (®.O DIA X I
MTL. DRIP EDGE
DIAGONAL BRACE
-1i0 MPH 't3': 3r
O
PRE-ENG WD. TRUSS 24' CENTER OF TRUSS SPAN OR
2X4 OR 2X6 FASCIA
PER ELEVATIONS
- TRU 5 24'
TRUSS ENG. FOR
ADDITIONAL
-160 MPH 'c': 32'
-19m MPH 'L3': ds•
O.O. STRAPS INSTALLED
oC OVER WALL 6HEATHING
2X4 OR 2X6 FASCIA
O.G. MAX.
HIGHEST RIDGE, DIAGONAL
BRACE TO BE a ANY SPAN
SECURED W/ (3) 12d
HORIZONTAL TRUSS
-I40 MPH 'O' 48.
TOP OF S= WALL
O.O.
PER ELEVATIONS
Ir✓'-0' OR GREATER. REFER
NAILS
REINFORCEMENT.
SOLE PLATE
SECURED W/ (3) 12d
SECURE t0
TO TRUSS ENG. FOR
SEE FASTENER SECURE t0
0'-0' TO 30'-0' ll)
q
FILL ALL RENAMING SCRAP
HOLES W/ 10d NAILS INTO
NAILS
TRU55 W/
7ADDITIONAL HORIZONTAL
SCHEDULE ON SHEET TRUSS W/
X-BRACE
-
WOOD BACKING
1/2' CDX OR 'I/16' OSB
l2) 12d
TRUSS REINFORCEMENT.
D2 FOR SHEATHING
(2) 12d
30'-1" TO 60'-0' (3)
`-°
SECURE TO WALL PER
NAILS
01-01 TO 30 -0 (1)
FASTENER PATTERN
1/2 CDX OR 1/I6 055
q1
X-BRACE (1) X-HRAGE
TOP �
DO NOt PLACE SCREW IN
TOP HOLE NEAMST TO TOP
FASTENER SCHEDULE
ON SHEET D2
X-BRACE
SECURE t0 WALL PER
A CENTER AND (2)
BRACE DIVIDED
MASOMP—YWALL
OF CMU BLOCK WALL
TSTEMM ZIP SHEATHING
30'-I' TO 60'-0' (3)
X-BBRACE (1) X-RACE
FASTENER SCHEDULE
ON SHEET D2
EQUALY FROM CENTER
CONNECT BOTTOM OF
srRAP To CMU BLOCK WALL
SY!INSTALLED PER
SYSTEM
MANUF. SPECS.)
CENTER AND (2)
OR 1/16' ZIP SHEATHING
TO END
w/ (TI 3n6' DIA x 1-va'
MASONRY
WEEP SCREED SEE
BRACE DIVIDED
CONT. 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER
SYSTEM (INSTALLED PER
ANUR SPECS.)
2x4 SPF RAt RUN SECURED
2 —STORY
GTTIl WALL
DETAIL WW2
(2) 12d's 0 EACH TRUSS
TO END
2X4 W/ 3/8' X 5 LACK
(2) 12
(2J 12d a *EACH TRUSS
ABLE END
P.T.SHEET
2X6 .T. SECURE W!
1/2'XV ANCHOR
(2) 2x4 02 S.Y.P. DIAGONAL BRACE W/
GABLE
032, O.G. MAX. O
SIMPSON MST
(2) 2x4 02 S.Y.P. DIAGONAL BRACE W/
(3) 12d's ® EACH TRUSS DIAGONAL
S
BOLT 32' O.G. MAX.
(3) 12d's 6 EACH TRUSS DIAGONAL
X-BRACING TO COVER 5-TRUSSES
X—BRACING
32' . MAX•
X-BRACING TO COVER 5-TRUSSES
BRA
XTERIOR
STUD WALL CONNECTIO
NAIL GABLE TO 2X6
OR 1/2'
HIGH
D OP PLATE
5/8' GYPSUM BOARD OR 1/2' HIGH
g
TO FIRST
FLOOR MASONRY WALL
5/8' GYPSUM BOARD
W/ 12d NAILS 6 O.G.
STRENGTH CLG. BOARD
1
SCALE: 3/4 --0
2X D 16' O.C. MAX.
STRENGTH CLG. BOARD
SCALE: 3/4'='
SCALE: NTS
MAX.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdosigngroup.com
AA #: 0003325
w
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4
p
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ti
l�Inm v. ae CDT:
CREEKSIDE
LOT 67
PMJ=T#
04321.000 067R1
aIMIDEl i
4EAB
"1672—ARIA"
aARA E BMnM:
LEFT
PAGIM
SHINGLE MONO.
2—STORY
WALL
SECTIONS & NOTES
Q160 MPH EXP. C
ARCHITECT -
STATE OF FLORIDA
aATii 05/18/18
8CALIft 1/4"=1'-0"
TOP PLATE
W,Or- MAX
SECURE 2X4 W! 2-1W
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145 MIN.
HEAD SIZE 300 MIN.
EMBEDMENT 141 W/JJb�,�
EA END NOT TO E>WmIN
2X4 SOLID
*NOTE: NAIL SHEATHING TO ALL 2X AS PER EXT. SHEATHING NAILING, ad 4' O.C. MAX tv EDGES B o"-611 O.G. MAX IN THE MELD
�e.�i��rrlll�'��ar�.��■ _ _
EST,
EA END EXTERIOR ARCHWAY
r
WITH WINDOW
1 9CALr. 1/21.1'-01
VALLEY FLASHING DETAIL
2X4
,32' O.C.
4 exmT
1/2' C B(
1/2' CLG. CARD
WG70p
1/2' D
do
prn $ +16'
.C., U.OX
2X4 CONT.
2X4 WOOP-
04
STUDS w16'
BLOCKING
O C., U.ON.
MID -WALL
SECURE 5T.
1/2'k9' A
PLATE TO
/2' DRYWALL
32' 4)
W/ 10d M<�
EMBJ=
NAIL o 32 O
MAX
SE
�GONC. $LAB
"DETfi
ao
7N
FLOOR
BEARING W.
SECURE 2X4 TO
WOOD W/2-12d Y 6'-Do
O,C. STAGGERED
SECURE 2X4 W/ 2- '
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE J45 MIN.
HEAD SIZE 300 MIN.
EMBEDMENT 141 W/IN 8'
EA. END NOT
O.CMAX
AR�.i'iUJA�
18'
d
BT. PLATE J
2k4 SOLID BLOCKING
SECURE TO SHEATHING
in, CDX
WITH MIN. 242d PER BLK
EA END
2 XTERIOR ARCHWAY
2X4 SECURED TO
GABLE ENG WK2)
6'-8' Or.
UPRIGHT
reocoolws
LOCKING • EA RAFTER
EA
H2.5 EA \
RAFTER \
2x4 RAFTER
o24'DC
2x4
PRAMIWx
FRAMED OVERHANG
6 NTA
2X4 TOP PLATE? CLG. I
1/2, CLG.
/X4 CONT.
2
1/2' DRYWALL
STRESS
BLOCKING
MID -WALL
SECURE 5T. PLAT
TO SLAB W/ 10d
MASONRY NAIL •
32' O.G. MAX
•2X4 PT.
PLATE
CONC, SLAB
L. MAX
1ST FLOOR
INT. BEARING W.
(W/ UPLIFT)
GONT. TAL—
tRACKs, OP 4
BorroM
I/2' DRYUTAI_
2X4 WOOD CHANNEL SHA
STU05 w24' STUDS 24' O.C.
O.G. LAYER OF I/2'
TYPE GYPSUM
WALLBOA
ATTACHE E
SIDE • 12
GONG 5L
CONC.SLAB
1ST FLOOR
1ST FLOOR TYP. INT. WALL
TYP. INT. WALL METAL STUD
ff(N�ON- RG.NON-BRG.'.1'-0' 8C SCALE:
oi�— 1019F�— liu—M—in
o
SECURE 2x4 ON y o
FLAT TO 5LK
W/ GUT NAILS.
SIDES:
2Xb GARAGE DOOR BIUGK W/ (5)
IIc VX8' A-50LTO 4' EMBEDMENT mit-i 0
W/ 2'x2'Xye WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HDR IN JOINTS
PRIOR TO FILLING,
1-2X6 PT BLOCK s CENTER OF
DOOR HEADER W/(UJ4'X8' J-BOLTS
pil 4' EMBEDMENT W/ 2'X2'XJ6' WASHER
AND NUT.
��NOTESJ�
ALL ANCHORS SHALL BE IN ACCORDANCE TO
MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE
SUCH INSTRUCTIONS ARE MORE STRINGENT
GARAGE DOOR
3 BUCK ATTACHMENT
SCALE: I/2-;;v-0'
' CDX PLYWOOID —�
d d Q d Q
d
PRECA5T LINTEL .
d d °
TO SECURE yy
ED MIN &J(�
1 1 % WINDOUi
5E t0 L / a
4 LOCKS
T BLOCK W/ (2)
'x3' ON R DRIVE PIN d
ANK SIZ 145)
( MBED. I i')
IN S' OF EACH AND
I OC. MAX SPACI
a a
GMU W L °
a d e a
d a
61 °?
4
_ p
WINDOW FRAME
SCALE: 3/�'=1'-0"
a
TRUSS TO WOOD FRAMING
SIMPSON MTS-12
PRE-ENG TRUSSES W/ TRUSS
CONNECTOR VERIFY W/
PRE-ENG TRUSS
PRE-EW& TRUSS
FRAMING PLAN
DO TOP ATE
DOUBLE TOP PLATE
2 T STRESS
D5L, 2X TOP PLATE
SP4�32' O MA)
I ID WALL
T/16' O.S.S. q
C E STUDS • ' O.C.
S U 8 16' O.G. MAX,
OR T/I6' ZIP SHEATHING °
A
SYSTEM (INSrALLED PER
WEAN R SIZE PER
S ON LST -12 w EA. JACK
MANUF.�SPE.)
SPAN ART.
TUD, BOT IDES 01=
< SUBFLOOR GLUED
2X BLOCKING s
OpENI
REWEL7 PER
TOPOF
R SCHEDULE
IR' Cox TO
2x e S 0 16' O.C. MAX W/
I FLOOR STUDS TO
z
a
HING. SHEATHING TO BE
D FLOOR STUDS
2X STUDS I&' O.C. MAX4 m
DOOR/
HIN OF WINDOW/ DOOR
SIMPSON MSTA-36 • 32'
2X 15TM. PLATE N
WINDOW
ING AND SECURE PER
O.C. MAX
3/4' FLOOR DECKING
OPENING
NAILING SCHEDULE
MSTA-36 32' O.C.
a
KING STUDS (SEE HEADER
MAX
SPAN CHART FOR DETAILS
PRE- ENGINEERED
AND SPECIFICATION)
FLOOR GIRDER
F'RE-ENG FLOOR TRUSS
JACKS IEEE HEADER SPAN
DOUBLE TOP PLATE
PRE ENGINEERED
FLOOR TRUSS
CHART FOR DETAILS AND
SPECIFICATION)
2x GONTINOUS STRESS
OCKING MID WALL
I
CONTINUOUS SHEATHING TO BEGIN AT TOP OF 5LK
JACK STUD ASSEM5LY TO BE
SECURED ONE PLY A TIME.
2 ?UPS • 16' O.G. MAX,
W/ 1/4' GAP FROM 15LK TO Oh.s.
E 12d NAILS, TWO WITHIN 6'
�
IR' WL. W.
2
OPERIMETER
HORIZONTAL 2X SPA STRUCTURAL 51-OCKING At
11
EACH END 4 NO MORE
TH 12' O.C. STA iERED
OF ObB. TO PROVIDE CONT. NAIL PATTERN
SECU BT. PLATE TO
SP4•32' OG A
SLAB W NS' ANCHOR
/
)
REMAINING AREA TO 5E SHEATHEP FROM D5L. TOP
ESOI ATES •o EA FULL
BOLT W/ WASHER SET IN
PLATE TO HORIZONTAL BLOCKING.
LENGTH BOTH SIDES 5 ,
SIMPSON STRENGTH
EPDXY T' ED. MIN.
®
SHEATHING • TOP OF WOOD FRAMED WALL TO BE
OF OMNI
°
STAGGERED MIN. OF 16' FROM SHEET BELOW
bHEATHING 7 AP t0
• • .
SIMPSON SP4
BOTTOM OF NCs'D
32' O.C. MAX
®
INSTALL ALL 6HEEt8 W/FACE GRAIN PARALLEL
TRUSS BELOW- b THING
TO STUDS
MUST NOT BREAK I'-
9 INT.
2-STORY L.B.
EXT. WALL SHEATHING
TYP. EXTERIOR WINDOW/
FROM 2ND FLR LINE.
SCALE` IF2'=I'-0'
4 SCALE:
14 DOOR OPENING WD FRAMEI)
C-- Al C. 1,)--P_/ -
ENG TRUSSES OR
FRAMED RAFTERS
10.8.5. SHEET OR }' \�\
CDX PLYWOOD. AAqrrD
PER FASTENER
OR T/16' ZI SHE T 2
SYSTEM ( R
MANUF.
2x4 PER
5 SCURE
BETWEEN BAYS W/
(3) 12d' ACI-I END
2x D TOP PLATE
So16,O.C.
-12 s EVER STUD
2X4 5T. PLATE
DORMER
ATTACHMENT
15 SCALE:In'.I'
2x RIDGE ONE SI.4M
THAN RFTET* IZEZE
MIN. (3) 12d NAILS bk
2x4 COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN. (3) 12d NAILS OR
MIN. (4) 10d GUN NAILS
Ix8 NAILER SECURE TO TRUSSES
BELOW W/
(2) 12d NAILS OR
(3) 10d GUN NAILS • EA TRUSS
RAFTER TO TRUSS MTS-12
CREATE VOID FOR STRAP
PENETRATION
ROOF DECKING OVER
PRE-ENG TRUSSES
PRE-ENG.TRUSS
ALTERNATE - 70CT 4 CONV. FRAMED ROOF
M8TA-24 RAFTER C'G
5ETWESCALE: 1/2'•I'-m'
0000
FRE-ENG TRJ88E6 W/ TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
OUBLE TOP PLATE
RIPPLE STUDS • 16' O.C.
MAX
HEADER SIZE PER SIMPSON LOTA-12 A JACK
SPAN CHART, BOTH SI OF
PE NG.
2 a I6' O.G. MAX W/
HIN-. SHEATHING TO BE
OOR HIN ;' OF WINDOW/ DOOR
ING� OPENING AND SECURE PER
NAILING SCHEDULi:
KING STUDS (SEE HEADER
SPAN CHAR? FOR DETAILS
AND SPECIFICATION)
ACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
CK STUD ASSEMBLY TO BE
RED ONE PLY a A TIME.
USE NAILS, TWO WITHIN 6'
FROM E END 4 NO MORE
THAN 12' O TAAGERED
1/20x9' A.B. MIN. I'
EMBWEDMENMT 8' H
TYP. INTERIOR END 4 32' O.G. MAX
11 DOOR OPENING WD FRA SP4 OR H5 • TOP AND
,,,50TTOM PLATES • EA FULL
SCALE:1/2•.I'-0' TRUSS SANCHOR
LENGTH stop, ores SIDES 12 RETROFIT
OF OPENINGS.
N.r.$.
LINE OF SLA5
05 RE5AR VERT. IN CORNER BEAD
SOLID GROUTED CELL WALANT 4
5ACKER ROD
THICIK 3 COAT 8' GMU am
PLASTER STRUCTURAL FOR
APPLIED RcINFORCEMENT
DIRECTLY t0
MASONRY 2X6 P.T. WD
ATTACHED TO FILL
CELL A6 PER
PRODUCT
SPPROVAL RNQ
FROM
F R/�CN',I�-M�I AMI -PAPE
Y WU14T
WEATHER STRIP
nOULDING ALL
AROUND(BY
GAL.V. STEEL DOOR MANUFJ
TRACK BRACKETS
FASTENED TO
WOOD JAMB W/
3/16'xl 1/4' LAG-Y STEEL -OVERHEAD DOOR
SCE VERTICAL 1' MIN BY OTHERS
BY MAUF. SLIDE
FASTENED TO ROOM
TRACK BRACKETS
W/ 1/41-2oxl/2' 1� GARAGE DOOR JAMBS
CARRIAGE HCLtO SCALE:
AND LOCK NUTS.
t
PRE -1=NCxXN
MTS-12
1/16, OS,B.
2X4 DBL.
TOP PLATE
''� •'EXT. P:INISP
61 /KNEE
ALE:3!4WALL DETAIL ® ENTR
SC'.I'-0'
• III& UPLIFT
SIMPSOM HTSM20
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCONS TO GONT
POURED LINTEL
• 11300 UPLIFT
(2) SIMPSOM HTSM20
INSTALLED ON OPPOSITE
FACES OF BLOCK WALL
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCONS TO CONT
CONTROL DATE: 07/01/15,
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdosigngroup.com
AA #: 0003325 04
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NUDDIV. & LOT.
CREEKSIDE
LOT 67
FIBOZ CT#
04321.000 067R1
MODEX,t
4EAB
711672- ARIA"
G'ARAGR 9VrNGi
LEFT
PAGIM
1 MISC.
DETAILS
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
a � 8 05/18/1
8CALIM 1/4" = V— 0"
DUMT
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