HomeMy WebLinkAboutBUILDING PLAN APPLICATION PAGE 1-15• 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,
1441
NORTH RONALD
LONGWOOD, FLORIDA
Tel:
(407) 774-6078
Fax:
(407)
774-4078
CONTRACT DOCUMENTS.
INC.
REAGAN
32750
BLVD.
IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN
THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER
DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT
BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS
FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR
INFORMATION) 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
STRUCTI0N BY THE BUILDER WHEN NO RFI's HAVE BEEN
ERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION
ED ON THE DRAWING SET.
1430
CULVER
DRIVE NE,
PALM
BAY,
FL
32907
Tel:
(321)
733-7092
Fax:
(321)
733-7972
DESIGN CRITERIA: I ABBREVIATIONS
-FLORIDA BUILDING CODE RESIDENTIAL
ABV•
ABOVE
LAV.
LAVATORY
(FBCR ) 2017, 6th
EDITION
A/C
AIR CONDITIONING
LUM.
LUMINOUS
AM.
ADJUSTABLE
M.C.
MEDICINE CABINET
-FLORIDA FIRE PREVENTION CODE 6TH EDITION
ALT,
ALTERNATE
M.
MANUFACTURER
-NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION
AV
AMPERAGE
MIN.
MINIMUM
-ALL LOCAL AND STATE CODES
BD.
CL
BOARD
CENTER LIVE
KID
MTL
in
MOU NTED
METALL
*OCCUPANCY
— RESIDENTIAL, GROUP R3
CAB,
CABINET
N.T.S.
NOT TO SCALE
• CONSTRUCTION TYPE
— VB
CLG.
CEILING
O.C.
ON CENTER
CLR.
CLEAR
PL
PROPERTY LINE
• MIN. INTERIOR FINISH
— CLASS B
CONC.
CONCRETE
P.B.
PUSH BUTTON
• BASIC WIND SPEED
— Vult=160 MPH
CPT.
CARPET
PH.
PHONE
Vasd=124 MPH
C.T.
CERAMIC THE
PLT.
PLATE
D.
DRYER
PLYWD.
PLYWOOD
• EXPOSURE
— C
DBL.
DOUBLE
PR.
PAIR
• 1—STORY RESIDENCE
—
D.G.
DUAL GLAZED
P.T.
PRESSURE TREATED
• 2—STORY RESIDENCE
— MAX. HEIGHT AS PER LOCAL
DIM.
DIM.
DIAMETER
DIMEPiSION
R
SAD.
RISER
RADIUS
AND STATE CODES
DISP.
DISPOSAL
R.A.G.
RETURN AIR GRILL
DP.
DEEP
REF.
REFRIGERATOR
DR.
DOOR
RM.
ROOM
D.S.
DOWNSPOUT
R.O.
ROUGH OPENING
DTL
DETAIL
S.D.
SMOKE DETECTOR
D.W.
DISHWASHER
S.H.
SINGLE HUNG
EA.
ELEV.A.
EACH
ELEVATION
SHT.
SHTHG.
SHEET
SHEATHING
SQ,FT.
CALL. S
EQ.
EQUAL
sm
SHOWER
M.
EXHAUST
sm.
SIMILAR
EXT.
EXTERIOR
SL
SLIDING
LIVING
1828 5Q. Pt.
F.G.M .
FRIED GLASS
SL GL
SLIDING GLASS
GARAGE
430 50. ET.
F.G.
FUEL GAS
STD.
STANDARD
ENTRY
16 50. FT.
FIN,
FINISH
SWS
SHEAR WALL
LANAI
88 SQ. PT.
F LR•
FLOOR
FLUORESCENT
SC
SECTIONFLUOR.
SOLID CORE
TOTAL
2362 So. Ft.
M. DR.
FRENCH DOOR
TEMP,
TEMPERED GLASS
FIG.
FOOTING
THIC
THICK
A/C VOLUME
16066B
GA.
GAR.
GAUGE
GARAGE
T.O.C.
T.O.P.
TOP OF CURB
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. BD.
GYPSUM BOARD
V.P.
VAPOR PROOF
H.H.
HOSE BIB
W.
WASHER
B.C.
HOLLOW CORE
1I/
WITH
BDR.
HEADER
WD.
WOOD
HGT. OR HT
HEIGHT
WDW.
WINDOW
INSUL.
INSULATION
W/H
WATER HEATER
INT.
INTERIOR
Wd.
WROUGHT IRON
REVISIONS
REV.
DATE
DESCRIPTION
--
01 29 14
BID SET ISSUED
--
02 27 14
CONSTRUCTION DOCUMENTS COM'
--
06 05 14
RANEY 160—C TRUSS ENG. ELEV
--
12 11 14
A.B. MODEL CLEAN UP — J.M.
--
07 01/15
FBCR 5TH EDITION (2014) CODE
--
07 12 16
QUARTERLY REVISIONS
--
01/15/18
2017 FBC UPDATE
1
!0
UPDATE
ST. LUCIE COUNTY B&AD G DIVISION
REVIEWED FOR'"OMPL. I E
REVIy
DATE
PLANSS ArvPP�Wf�IT M*T BE K TON ]OB
PIiTF 64 NP IN§PICTION(S) WILL BE MADE
FILE
INDEX OF DRAWINGS
SHEET # DESCRIPTION
PG
CI —COVER
PAGE
PG
GN—GENERAL
NOTES
PG
1 —FOUNDATION
PLAN
PG
lA—DOWEL
PLAN
PG
1B—LINTEL
SCHEDULE (CAST—CRETE)
PG
1B.l—SAFE
LOAD TABLES
PG
2 —FLOOR
PLAN
PG
3D—ELEVATIONS
"D"
PG
4D—FRAMING
PLAN
PG
4.1—CONNECTOR
SCHEDULE
PG
5—ELECTRICAL PLAN
PG
6—HVAC PLAN
PG
Dl—FOUNDATION
DETAILS/SECTIONS
PG
D2-1—STORY
WALL SECTIONS & DETAILS
PG
D3-2—STORY
WALL SECTIONS DETAILLS
PG
D4—MISC.
DETAILS
PG
WAl—WALL
ASSEMBLY DETAILS
PG
WA2—WALL
ASSEMBLY DETAILS
PG
WA3—WALL
ASSEMBLY DETAILS
PG
WA4—WALL
ASSEMBLY DETAILS
PG
WA5—WALL
ASSEMBLY DETAILS —WINDOW FLASHING
PG
WA6—WALL
ASSEMBLY DETAILS —SUB —BAND
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
Ir
rn
0
F
ti
ro
co
A
h
Q
F
avlaarv. a1� LOT:
CREEKSIDE
LOT 33
PEtOJECT#
04321.000
MODIMIC
4EBB
"1828—CALI"
GA .AGE BVIINQ:
RIGHT
PAGE:
COVER
PAGE
160 MPH EXP C
ARCHITECT:
ROLAND A A
AR NO
D E: 05/1$/18
19CALE: 1 /4"=1'-0
SHEET
VVI\VI\/"11�11V I VV _ ._... .__..._...--._. .-_,v . ��.. �...�-v... u- .. - -.. .-.vim -u.v.0
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
EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS, 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
A. FLOOR LIVE LOADS R301.5 (PSF)
I. SLEEPING ROOMS 30 8. DO NOT BACKF ILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED (WHERE APPLICABLE)
11. ATTICS W/ STORAGE 20
III. ATTICS W/OUT STORAGE 10 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE.
IV. POOLROOMS 75
V. BALCONIES AND DECKS 40 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
VI. STAIRS 40 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION
VI I. ALL OTHER ROOMS 40 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.
C. ROOF LIVE LOADS R301.6 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6OF THE FBCR 6TH EDITION (2017)
D. ROOF DEAD LOAD (PSF) CONCRETE
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
11, CONCRETE TILES 25 (TCDL 15 & BCDL 10) IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
E. WIND LOAD CRITERIA
I. BASIC WIND SPEED
11. EXPOSURE CATEGORY
111. WIND DIRECTIONALITY FACTOR (KD)
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS
V. RISK CATEGORY
VULT=160 MPH, VASD=124 MPH
C
0,85
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING
OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 6TH
EDITION (2017).
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE
ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THEARCHITECT/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).
3. PER FBCR 6TH EDITION (2017) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID
NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. PER FBCR 6TH EDITION (2017) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
AREA BY NOT LESS THAN'/z-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE
CONFLICTS WITH SITE WORK NOTED HEREINSEE 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 1/2 THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'
/"
4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED %".
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
RAAQnuDV
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 F'm =15M
PSI.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY
5. MORTAR JOINTS FORALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
VARY BUT IT SHALL NOT BE LESS THAN '/ INCH AND NOT MORE THAN 3/ 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)
E. AFA - I HE ENGINEERED WOOD ASSOCIATION.
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO.
Fb =1,100 PSI Fv = 175 PSI E = 1,400,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD,
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 & R802.7. OF THE FBCR6TH EDITION (2017).
8. FORASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTERAND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING,
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD, 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10. FLOOR SHEATHING SHALL BE APA RATED 3/a" 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, iMEMBER 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 U240.
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 3/" PVC (SCHEDULE 40), INSULATED WITH 1/2" 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 RBNFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS,
7, SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 6TH EDITION (2017).
ACI 301. AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318.11.
8, FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 6TH EDITION (2017).
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 6TH
EDITION (2017).
3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X 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
1, WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, e" THICK, OVER FRAMED WALLS APPLIED OVER
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK,
WHERE APPLIED OVER MASONRY OR CONCRETE.
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
2 STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.1la &
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' WHEREVER POSSIBLE.
ASTM-C1063-12a.
3: LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT
6. CLEARANCE OF MAIN REINFORCING BARS FROMADJACENT CONCRETE SURFACES SHALL BE:
LIMITED TO:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH_31
ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
"L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS
I. #5, W31 OR D31 AND SMALLE 211
PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS
C. CONCRETE NOT EXPOSED TO WEATH OR IN CONTACT WITH GROUND:
WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS
I. #11 AND SMALLER 3/411
CASING BEAD DETAILS DRIP EDGE DETAILS
D. BEAMS, COLUMNS:
CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS
I. PRIMARY REINFORCEMENT, TIES STIRRUPS, SPIRALS 1'/11
WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASHING DETAILS
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
4, SHALL BE INSTALLED PER ASTM-Cl 063-11AAND R703.7OF THE FBCR, 6TH EDITION (2017)
APPROVAL OF THE ARCHITECT.
FIRE-RESISTANT CONSTRUCTION
TIMBER
UNDER STAIR PROTECTION:
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLYWITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCRR302.7.
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
EXTERIOR CEILINGS
1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU: I1.
EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4"
D. TRUSS PLATE INSTITUTE: I
TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) .
I. NATIONAL DESIGN STANDARDS 1`0 ,LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07)
CONTROL DATE: 12/19/17 R.N/
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
411
w
U
w
P
0
F
W
4
F
A
11
BtT33DrV. de LOT:
CREEKSIDE
LOT 33
P1iOJECTyJi
04321.000
IAODEI.
4EBB
131828-CALI"
GARAGE BWMG:
RIGHT
PAGE:
GENERAL
NOTES
160 MPH EXP C
ARCHITECT -
STATE OF FLORIDA
�i
ROL.A' A. A13OUCHACRA
AR NO 93723
DA M`. 05/18/18
8CALE: 1 /4"= V - 0"
SEEIET
GN
24"X24"XI2" GONG.
PAD W/3-S BAR,$
E.W. ON CHAIRS
MIN. 3" COVER
DOWEL LEGEND
■ CONT. VERTICAL DOLUEL
TO LINTEL COURSE
SECURE STRAP TO
UNIT W/ (2) @Bxl 1/4
A/C
SHT MTL SCREWS
UNIT
BIMPSON W5 ROLL
STRAP OR EQUAL
SECURE STRAP TO
CONE.
CONC. W/ (2)-3n6'X2"
SLAG
TAP -CONS
A/C
CONNECTION
TO
PAD DETAIL
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER HEAD is 12" PROM STRUCTURE
2" VTR2°
VTR KITCHEN /// I \ 11/2'
SING W/
o-I I/A 2 AUTO VENT I I/2
„
\� I I/2° // I 1 1/2/� e
�
2
l 1/211 2° —1 1/2' WC / I I/2
'
tub 2 If
I
LAV i 3" 312 Y 1/2� LA� I V
WC 3 3Y
319° I I/2' SHWR I 2„
WASHER
2"
A„
r^ Y
TO
4' PLUMBING RISER
—
MAIN DIAG]CAM
cp
41
GONG.
SLAB 0 w
N
I-0
L-3 1/2"
■ NJ
EXTEND::/ 10
pl
SLAB 1 1/2'
7'-E7 3'-4„
■
2X4 WALL
Fira 4I I _
I OPT.I II Jl_ -Jl pW
REF I III SINK L — J
L-J II
1" PVC
OR ELEC.
CHASE II
FNEE
TO ISLAND III
I r1
I LLB
2'-9'
3g'-8"
2XI2
WALL 22X6 WALL
IF I MJ ra-11
I ) LAv.
I ml '"
• Ipi
��J
I
■
� 0'-O' FIN. ELEV.
'N. CONC. SLAB
0
I
r- 4' GONG.
SLAB
L
0
EXTEND END OP PVC
CHASE UP 12" ABOVE
GONp. CONC. PAID HP /
I
-—24'X24"XI2" CONC.
PAD W/3—M$ BARS E.W. ON CHAIRS /�/ I ■
MIN. 3' COVER
4" CONC., REIN--. W/ 6"xb" "lad
WWM ON 6-MIL POLY ETHYLENE 4" PvC
VAPOR BARRIER ON t // CHASE
WELL -COMPACTED CLEAN
TERMITE TREATEMENT $HALL // I ■
�5E BORA-CARE t(
EXTEND
SLAB 1 1/2'
F-
3 1/2"
S
til cT]
4
DI
3'-4"
4'-4"
"p",OUNDAT10N
1/
c',
'-0' F IN. .ELEV.
IN. CONG. SLAB /� = SHWR. PAN
3'-2"
I
��
r--T
�"�
�J IIL■
nol a j /
Ix //
r--7 X /
L--J
J/
( ;
/A'
Ll —I
—
5 1/2"
v
I�Y"I
/
■
HIBIII
17'-ry
N
/
BOLLARD
A$ RE0.
I
PER BLDG. CODE
EXTEND
SLAB 1 1/2'
L 7
P LAN
NOTES:
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
- FLOOR ELEVATIONS At REQUIRED EGRESS DOOR SHALL
MEET PROVISION OP SECTION R3113.1 OP THE FBCR 6TH
EDITION (2011).
-c-I I/2' I-
IIIIIIIIIr
M
4° GONG.
SLAB
c{o
a
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.a bdesigngrou p.com
AA #: 0003325
F
W
W
r1
U
W
0
F
4
W
A
6
ti
A
BtmDrv. da LOT:
CREEKSIDE
LOT 33
PRROJECT#
04321.000
MODEL:
4EBB
"1828-CALI"
GARAGE BWMG:
RIGHT
PAGE:
FOUNDATION
PLAN
160 MPH EXP C
ARCHITECT=
STATE OF FLORIDA
4 A
DrRTNT -I
A05/18/18
scALEo 1/4"=1'-01'
ONMET
_I
i
I
K1
N
I
T
N
I
Cn
m
m
m
.� 11 :. il�
l � A
0
■■ ■■. ■
- c0
I '
� r
71=011
811
i
3'-a°
TI A11
Mm
251-all
Icil-oll
141-4'
a
11
3' O'
■ ■ ■
DOWE L ]PLAN
191-0°
El
DOWEL LEGEND
■ CONT. VERTICAL DOWEL
TO LINTEL COURSE
I
a�
m
a
I
N
v
n
N
ZS
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
W
U
w
O
E.
h
U
W
A
F
4
U
LLL
s
8VSDI-• R i1�/�
CREEKSIDE
LOT 33
PROIJECT#
04321.000
�coaE�
4EBB
"1828—CALI"
GARAGE OWING:
RIGHT
PAGE:
DOWEL
PLAN
160 MPH EXP C
TM 05/18/18
SCALE: 1/4'I=1'-0"
�1HEET
S
0W
n
L- 3 L-3
(2) 3052-SH
(2) 3052-$H
EGR.ES$
a
LINTEL
L-1
SCHED LSE
NOTE:
THE LINTEL$ MAY 5E SU8$TITUTED WITH LINTELS FROr'1 ANOTHER
MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR
GREATER CAI=ACITY THAN THE VALU(=S STATED
'►AST-4c14ET,d LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L 1
17'-4'
8F28-I5/IT
L 2
4'-6"
8F16-05/IT
L 3
7'-6'
8FI6-I5/IT
L 4
II'-4'
8FI6-I5/IT
L 5
9'-4'
SFI6-15/IT
L 6
7'-6'
8F24-15/IT
L -1
4'-6'
8i;Ff=6-o5A-r
lRacriestiD
1441 N. RONALD REAGAN BLVD
LQNGWOOD,FL32750
PH: 407-774-6078
FAX: 407-774.4078
www.abdesigngr-oup.com
AA #: 0003325
F
w
W
U
W
0
yF
W
U
W
A
F
C:
avearv. ae Lom
CREEKSIDE
LOT 33
PROJECT*
04321.000
MODEU
4EBB
"1828—CALI"
GARAGE l9WMG:
RIGHT
PAGE:
LINTEL
SCHEDULE
160 MPH EXP C
ARCHITECT -
STATE OF FLORIDA
NO 93723
DAB 05/18/18
SCALE: 1/4 $111— 0"
SHEET
SAFE LOAD TABLES
FOR GRAVITY. UPLIFT & LATERAL LOADS
8" PRECAST & PRESTRESSED U-LINTELS
4~11!1441111194"
GRAVITY
TYPE
LENGTH
8U8
8F8-OB
8F12-0B
8F16-0B
8F20-OB
8F24-OB
8F28-0B
8F32-OB
SF8-1 B
8F12-1 B
8F16-1 B
8F20-1 B
8F24-1 B
8F28-1 B
8F32-1 B
2' 10" (34") PRECAST
23Q2
3166
4473
6039
7526
9004
10472
11936
3166
4473
6039
7526
9004
10472
11936
T-6" (42") PRECAST
2302
3138
3377
4689
6001
7315
8630
9947
3166
4473
6039
7526
9004
10472
11936
4'-0" (48") PRECAST
2029
2325
2496
3467
4438
5410
6384
7358
2646
4473
6039
7526
9004
10472
11936
4'-6" (54") PRECAST
1651
1787
1913
2657
3403
4149
4896
5644
2170
4027
6039
7526
9004
10472
9668
5'-4" (64") PRECAST
1184
1223
1301
1809
2317
2826
3336
3846
1665
2889
5057
6096
5400
6424
7450
5'-10" (70") PRECAST
972
1000
1059
1474
1889
2304
2721
3137
1459
2464
4144
5458
4437
5280
6122
6'-6" (78"} PRECAST
937
1255
2101
3263
2746
3358
3971
4585
1255
2101
3396
5260
7134
8995
6890
T-6" (90") PRECAST
767
1029
1675
2385
1994
2439
2886
3333
1029
1675
2610
3839
5596
6613
5047
9'-4" (112") PRECAST
573
632
1049
1469
1210
1482
1754
2027
768
1212
1818
2544
3469
4030
3127
10' 6" (126") PRECAST
456
482
802
1125
915
1122
1328
1535
658
1025
1514
2081
2774
3130
2404
11'4" (136") PRECAST
445
598
935
1365
1854
2355
1793
2075
598
935
1365
1854
2441 1
3155
4044
12'-0" (144") PRECAST
414
545
864
1254
1689
2074
1570
1818
555
864
1254
1693
2211
2832
3590
13'-4" (160") PRECAST
362
427
726
1028
1331
1635
1224
1418
485
748
1076
1438
1855
2343
2920
14'-0" (168") PRECAST
338
381
648
919
1190
1462
1087
1260
455
700
1003 1
1335
1714 1
2153
2666
14'-8" (176") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
465
765
1370
2045
2610
3185
3765
15'-4" (184") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
420
695
1250
1855
2370
2890
3410
1 T-4" (20$") 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
1 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
CAsi4elr+a
UPLIFT
LATERAL
LENGTH TYPE
8F8-1T
8F12-1T
8F16-1T
8F20-1T
8F24-1T
8F28-1T
8F32-1T
8U8
8F8
SFS-ZT
8F12-2T
8F16-2T
8F20-2T
8F24-2T
8F28-2T
8F32-2T
2'-10" (34") PRECAST
2727
2878
4101
5332
6569
7811
9055
2021
2021
2727
2784
3981
5190
6407
1 7630
8857
3'-6" (42") PRECAST
2165
2289
3260
4237
5219
6204
7192
7257
1257
2165
2215
3165
4125
5091
6061
7036
4'-0" (48") PRECAST
1878
1989
2832
3680
4532
5387
621
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
1 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
T-6" (90") PRECAST
959*
912
1475
1914
2354
2797
3240
591
657
990
1 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
1 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
P198
12' 0" (144") PRECAST
607*
400
631
816
1001
1186
1372
340
494
631
486
818
1 1209
1514
1 1799
2086
13' 4" (160") PRECAST
500*
340
532
686
841
997
1153
302
398
573
409
682
1004
1367
1637
1897
14' 0" (168") PRECAST
458*
316
493
635
778
922
1065
286
360
548
378
629
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
145
186
278
356
433
512
590
N.R.
172
142
212
336
477
635
807
993
22'-0" (264") PRESTRESSED
140
180
268
343
418
493
568
N.R.
161
137
205
322
457
607
771
947
24'-0" (288") PREtTRESSED
127
1 165
244
312
380
447
515
N.R.
135
124 1
186
290
408 1
538
680
833
*REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
4~1r4aw,
GRAVITY
TYPE
LENGTH
8RU6
8RF6-OB
8RF10-OB
8RF14-OB
8RF18-OB
8RF22-0B
8RF26-OB
8RF30-OB
8RF6-18
8RF10-1B
8RF14-18
8RF18-18
8RF22-1B
8RF26-18
SRF30-18
4'-4" (52") PRECAST
1489
1591
3053
2982
3954
4929
5904
6880
1827
3412
4982
6472
7947
9416
10878
4'-6" (54") PRECAST
1357
1449
2782
2714
3600
4487
5375
6264
1702
3412
4982
6472
7947
9416
10878
5'-8" (68") PRECAST
78s
832
1602
1550
2058
2566
3075
3585
1153
2162
4074
6472
6516
5814
6839
5'-10" (70") PRECAST
735
779
1500
1449
1924
2400
2876
3352
1103
2051
3811
6472
6516
5450
6411
6'-8" (80") PRECAST
822
907
1677
2933
2576
3223
3872
4522
907
1677
2933
4100
6730
8177
6707
T-6" (90") PRECAST
665
761
1377
2252
1958
2451
2944
3439
764
1377
2329
3609
5492
6624
5132
9'-8" (116") PRECAST
371
420
834
1253
1071
1342
1614
1886
535
928
1497
2179
2618
3595
2875
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
UPLIFT
LATERAL
LENGTH TYPE
8RF6-1T
8RF10-1T
8RF14-1T
8RF18-1T
8RF22-1T
8RF26-1T
8RF30-1T
8RU6
8RF6
8RF6-2T
BRF10-2T
8RF14-2T
8RF18-2T
8RF22-2T
8RF26-2T
8RF30-2T
4'-4" (52") PRECAST
1244
1573
2413
3260
4112
4967
5825
932
932
1244
1519
2339
3170
4008
4850
5696
4'-6" (54") PRECAST
1192
1507
2311
3121
3937
4756
5577
853
853
1192
1455
2240
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
1 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 = a.
F = FILLED WITH GROUT / U = UNFILLED ULU 4!# a
C.M.U.
FQ
QUANTITY OF #5 REBAR AT ¢ -' '
BOTTOM OF LINTEL CAVITY � �
O `' a
GROUT
8F16-1
(D
B/1 T z
#5 REBAR AT BOTTOM
• •
L
OF LINTEL CAVITY
NOMINAL WIDTH
NOMINAL HEIGHT
QUANTITY OF#5
REBAR AT TOP 7-518"ACTUAL
BOTTOM REINFORCING
PROVIDED IN LINTEL
8" NOMINAL WIDTH
(VARIES)
SAFE LOAD TABLE NOTES
MATERIALS
GENERAL NOTES
1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled
1. f'c precast lintels = 3500 psi.
1.
Provide full mortar head and bed joints.
lintels must be reduced by 20% if bearing length is less than 6-1/2'.
2. f'c prestressed lintels = 6000 psi.
2.
Shore filled lintels as required.
Safe loads for all recessed lintels based on 8" nominal bearing.
3. grout = psi maximum aggregate.
3.
Installation of lintel must comply with the architectural and/or structural drawings.
2. N.R. = Not Rated.
4. Concrete masonry units (CMU) peerr ASTM C90 w/
C
4.
Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
3. Safe loads are total superimposed allowable load on the section specified.
minimum net area compressive strength = psi.
vertical cell reinforcing and grouting.
4. Safe loads based on grade 40 or grade 60 field rebar.
615
5. Rebar provided in precast lintel per ASTM A615 GR60.
5.
All lintels meet or exceed L/360 vertical deflection, exceot lintels 17'-4" and
5. Additional lateral load capacity can be obtained b the designer b providing
p y y 9 y p 9
Field rebar per ASTM A615 GR40 or GR60.
longer with a nominal height of 8 meet or exceed L/18G
9 9
addional reinforced masonry above the precast lintel.
6. Prestressing strand per ASTM A416 grade
6.
7.
Bottom field added rebar to be located at the bottom of file lintel cavity.
7/32 anchorage. diameter wire stirrups are welded to the bottom steel for mechanical anch
6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only.
y y.
270 low relaxation.
7. 7/32 wire per ASTM A510.
p
8.
Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units.
7. The designer may evaluate concentrated loads from the safe load tables by
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.
per
Safe load ratings based on rational design analysis A;I 318 and ACI 530
9 g y p
8. For composite lintel heights not shown, use safe load from next lower height.
9. All safe loads in units of pounds per linear foot.
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
w
y
U
W
0
E
4
U
r7
C
F
A
ti
I
SUBDrv. a LOT:
CREEKSIDE
LOT 33
PIROJMT#
04321.000
>atoaEL:
4EBB
"1828-CALI'
GAMAGE 8KING:
RIGHT
PAGE:
SAFE LOAD
TABLES
160 MPH EXP C
ARCHITECT -
STATE OF FLORIDA
ROLM
AR NO 93723
DF.11RT -I
p05/18/18
8CALE: 1 /4"=1' - 0"
8*=ET
e
GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN
SNOW SPEED tOPOCsRAPI +IG D = IG WEATHERINGa FROST LINE tERMItE� DESIGN UNDERtLAYMENT HAZAR )e g FREEZING: jU
ALLOAD (MPH) EFFI=CTSk GATAGORYfDEPTHkMP° REQUIRE=Dh INDEX' l (P?NA 160 C NA NEGsLIGmABLE NA VERY HEAVY 42 NA SEE SURVEY NA A
FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING: FINISHES SHALL E5E IN
ACCORDANCE WITH SECTION F5C R302.9.1 THROUGH F15C R302.1BA
FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN
ACCORDANCE WITH SECTION F15C R302.10.1 THROUGH F5C R302.10.5
COLPOPENT AND CLADDING WIND LOADS
BASIC WIND EVOW E FOR 3 SECOND GMS
OPEN"
SOUNIE
ZONE
160 MPH WIND (NO
FENARICS
AN) TYPE
FOOTAGE
MIN. WINDOW
10
5
34/-45
CRITERIA
EXTERIOR SWING
21
5
32/-42
DR MIN. CRITERIA
S.G.D. MIN.
12
5
30/-3i
CRITERIA
so -to 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
-582S
APPLICABLE
BASIC WIND SPEED MPH = 160 (Volt) 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
T
10°K(]:54 "
GABLE ROOFS
0:510"
t I
+ t Y + I
� P I
T
GABLE ROOFS
100 < 0 ,< 45'
For Sf: 1 foot - :304.8 ntrn, 1clegree = 0.0175 xa .
Notc: a 41 feet in all cases,
lol
h
05100
v
I1'-O"
9I-4,
I��
25'-all
llzt
HP
(2) 3052-SH
EXTERIOR MASONRY I
WALL 5R3. HE IG PTS
SQ.FT.
CALCA
LIVING
1828 SQ, FT.
GARAGE
430 SQ. FT.
ENTRY
16 $0. FT.
LANAI
SS SQ. FT.
TOTAL
2362 SQ. FT.
A/C VOLUME
Iroosro.5
D5L—.
TOP
PLATE
Q
�e
BAR DETAIL
SCALE: 1/2"=l'-0"
=n cn
LAV. 3'-8" AS REQ.
�I
PER BLDG.
_`� g m BATH.�. ,> l u i I CODE
8'-$" CLa. 9
GARAGE
c a'-allCLGs.
8'-5" CLGs.
1ti� 4{ 5 n v' V. Q r
FOYER -V
BD--.#2 6 r s
HIP ROOFS 0 8'-a' cLG. � � ry•
10Q ` $ 30g -M%r` ENTRY ANITY (p)VANITY
I _ — 8'-8" CLGs. O V
FIGURE R301,2j7)
COMPONENT AND CLADDING PRESSURE ZONES
FLOOR ]CLAN
NOTE:
-2-8 LOUV.DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
- VERIFY CD\:)ENSER PAD LOCATION WITH SITE PLAN.
-OTHER Of ENINGxS BETWEEN THE GARAGE AND RESIDENCE SHALL 5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS
THAN 1 3/6' !35 MM) IN THICKNESS, SOLID ORHONEYCO'15-CORE STEEL DOORS NOT LESS THAN 1 3/8" (35 MM) THICK, OR
20-MINUTE PRE -RATED DOORS.
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: 0003325
h
W
w
U
w
0
0.
U
W
A
E
A
I9LTHDIV. de LOT:
CREEKSIDE
LOT 33
PROJECT*
04321.000
MODEU
4EBB
"1828-CALI"
GAPAGE lJWWQ:
RIGHT
PACE:
FLOOR
FLAN
160 MPH EXP C
ARCHITECT:
STATE OF FLORIDA
1mAY � j
05/18/18
1 8CALE: 1/4"=1'-0" 1
BREL"r
51
14B
WA3
FIN. FLR
N
I
REAR
TEXTURED FINISH
S'-&' BRO. HGT.�___
0'-0' FIN. FLR.,L —
V--0" FIN. FLR.�
I' -roll
,-0.
OFF RIDGE VENT
ELEVATION
: OFF RIVENT
]LEFT
TEXTURED FINISH
SHINGLE
ROOF E Q.
FYFON
5KTIIXI-1 OR
EQUIVALENT
8'-8' BRCS. NCst. 8'-8" 5R3. HGt.� v
<t
I6"X&2" FYFON
DECO. SHUTTER
OR EQUIVALENT 1413
WA3
TYP.
4" RAISED
BAND (TYPJ r
N �\
0 -0" FIN. FLR. 0'-0" FIN. FLR,
I
OFF RIDGE VENT
I .1
EILEVAT10N
OFF RIDGE VENT
=r �
r �
RIGHT
TEXTURED FINISH
ELEVATION
OFF RIDGE VIENT
EQ.
u
F
—
11 ! 11
1
I 1, I -I I -II I_I I -I
�I_I�K II_11
FRONT
ELEVATION
TEXTURED FINISH
NOTE: UUALL FENESTRATION FLASHING AS PER F5CR R103.4
i 8'-8' 5R3. HOT.
0'-0° FIN. FL
8'-8' BRCS. HGT.
0'-0' FIN. FLR.
EQ.
+/-IS'-II' BLDG. 1-ICst.
FYi'ON LV12X24
EQ. EQ. OR EQUIVALENT
12
��6
rr ea �
0 7B
\� A'
OPT. COACH
LIGHT
01-0" FIN. FLR. I
MODEL 1828-CALI-4EBB
AREA OF ATTIC
= 2450 SQ. FT.
NET FREE VENTILATION AREA RI
1/ 300
REQUIRED VENTILATION AREA
= 2450 /300
= 8.17 SQ. FT.
8.17
= 1176 SQ. IN.
MIN. REQUIRED VENTILATION
= .4X 1176
IN UPPER PORTION OF ATTIC
= 470.4 SQ. IN.
(BALANCE TO BE PROVIDED IN
SOFFITVENTS)
OFF RIDGE VENTILATION AREA
= 115 SQ. IN. PER VENT (net free area)
TOTAL# OF VENTS REQUIRED
= 4.09
TOTAL# OF VENTS PROVIDED
= 5
SOFFIT VENTILATION AREA
7 SQ. IN. PER LINEAR FT (net free
area)
LINEAR FEET OF SOFFIT REQUIRI
67.20
1
i e
(V (V
J14
(LOUVER DETAIL
ri SCALE: 1/2' = 1'-0'
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
h
W
04
W
0
a
Q
F
atmDrv. ae LOT:
CREEKSIDE
LOT 33
PROJECT#
04321.000
MoDEU
4EBB
"1828-CAAL}}//Iee��"
GARAGE B VffN l:
RIGHT
PAGE:
ELEVATIONS
„D"
O MPH EXP C
ARCHITECT:
STATE OF FLORIDA
ROL A ABO ACRA
AR NO 93723
D TE 05/18/18
SCAM 1/4"=1'-0"
aIZET
IZIi
5JI
5J3
� II II II II II II II II II II I
II II IIExiii II II I
7 DETAL-20
ABCs
A'1
A6
A5 _
=-----------------------i=
A4
A3
U 6'-011 -0" �'-0 �.
A2
AIA
Ix4 DIACs. 157M.
CHOI;v 5RACINCs,
rrp.
Ix4 51M. CHORD 6RACINCs
12, O.C. MAX., SECURED W/
(2) IOd COMMON NAILS a
EA. CHORD INTERSECTION,
Typ.
1 ILI lr7_Al6
m�
T F 22'X54'"
ATTIC _
_ ACCESS
I I I
I I I
I I I
MN �\
r- Ii�
2'-8" 3'-0' 3'-0
CsABLE END BRACING IX4 DIACx 15TK CHORD
SEE DTL. '4' SHEET 02 BRACINCs, TYR
FRAMING PLAN
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
M
M,
w
U
0
F
y
A
F
A
StmDIv: de LOT:
CREEKSIDE
LOT 33
PROJECT#
04321.000
MODMI :
4EBB
"1828-CALI"
GARAGE 8'1M1NG:
RIGHT
PAGE:
FRAMING
PLAN
160 MPH EXP C
r_RD9T -I
DA 05/18/18
SCALE: 1 /4"=1' - 0"
811EET
4
CONNECTOR SCHEDULE
II CONTROL DATE: 01-05-17
MiTek USP
SIMPSON
MiTek USP
SIMPSON
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
FASTENER
HTA 16-18
1625
META-16
1450
(8) 10d X 11/2" 1-PLY, (7)16d 2-PLY, EMBED 4"
(8) 10d x 11/2" 1-PLY, (6) 16d 2-PLY, EMBED 4"
(2) HTA 16-18
2430
(2) META-16
1985
(12) 10d x 11/2" 1-PLY, EMBED 4"
(10) 10d x 11/2" 1-PLY, EMBED 4"
1900
(10) 16d 2-PLY, EMBED 4"
(14) 16d 2-PLY, EMBED 4"
HTA 16
1870
HETA-16
1810
(10) 10d X 11/2", (8) 16d 2-PLY, 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"
y
Z
(2) HTA-20
2430
(2) HETA-20
2035
(12) 10d x 11/2", 1-PLY, EMBED 4"
(10)10d x 11/2" 1-PLY, EMBED 4"
2500
(10) 16d 2-PLY, EMBED 4"
(12) 16d 2-PLY, EMBED 4"
O
LUGT-2
2260
LGT-2
2150
BILK (5) 1/4"x 3" Wedge-Bolt+Anchors, WOOD (16) 10d
(7) - 1/4" x 2 1/4" TITEN, WOOD (16) 16d
Q
DHTA-20
2430
DETAL-20
2480
(16). - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE
(18) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE
MUGT15 +
4175
MGT+
3965
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD)
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD
HUGT2 +
9790
HGT-2 +
10980
WOOD (8) 10d, MASONRY (2)3/4" A.T.R
(2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD
HUGT3+
9860
HGT-3+
10530
WOOD (8) 10d, MASONRY (2) 3/4" A.T.R
(2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD
LUGT-3
3525
LGT3-SDS2.5
3285
CONC (4) 3/8" X 5" Wedge-Bolt+Anchors, WOOD (12) WS25
(12) SIDS 1/4"x3" TO GIRDER, (4) 3/8" x 5" TITEN HD TO WALL
LPTA
1510 PARALLEL WALL
1470 PERPENDICULARAR TO WALL
LTA2
1210 PARALLEL TO WALL
1210 PERP NDICULAR TO
WALL
(10) 10d x 11/2"
(10) lOd x 1-1/2"
MUGT15
4175
VGT
4940
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), 14) 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) SIDS 1/4"0"
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) 30d X 11/2", (20)10d
(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
Q
d
MSTA-30++
2065
MSTA-30++
2050
(22)10d
(26)10d
(22)10d
MSTA-36++
2065
MSTA-36++
2050
(26)10d
N
KSTI236
3890
MSTI-36
3800
(36) 10d X 11/2"
(36) 10d X 11/2"
KTSI248
5140
MSTI-48 15065
(48) 10d X 11/2"
(48)10d X.1 1/2"
LFTA6
1210
H6
950
(16) 8d x 11/2", (16) 8d)
(8) Sd 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
MP34
525 IN Fl @ 160%
A34
515 IN F1 @
160%
(4) 8d x 11/2" TO BEAM, (4) Sd x 11/2" TO POST.
14) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST.
HHCP2
800
HCP2
645
(10) 10d x 11/2" TO TRUSS, (10) 10d X 11/2" TO PLATE
(12) 10d X 11/2"
RT16A
1380
H10A
1140
(9) 10d x 11/2" TO TRUSS, (8) 10d X 11/2" TO PLATE
(18) 10d X 11/2"
MUGT15 & PHD4A
4175
VGT & HDU4
4565
(28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD
(16)-SDS 1/4"x3" TO WOOD, (10)-SDS 1/4"x2 1/2" W/ THREADED ROD, (2) NUTS/WASHER/2 PLY
MUGT15 & PHD4A
4175
VGT & HD78 1
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/W 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 CONIC., (12)16d TO WOOD
LTS19+++
1205 -
LTT19.++
1340
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (M IN. 7" EMBED) IN CONC., (8)10d TO WOOD
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC., (8)10d TO WOOD
LTS20B +++
1100
LTT20B+++
1500
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (M IN. 7" EMBED) IN CONIC., (10)10d x 1-1/2 TO WOOD
(1) 1/2" A.T.R. IN HIGH STRENGTH. EPDXY,. (MIN. 7" EMBED.) IN CONC., (10) lOd TO WOOD
=
HTT45
4160
HTT4
4235
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONIC., (18) 16d X 21/2"
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONIC., (26)16d X 21/2"
QHTT45
5005
HTTS ='
'. 5090
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONIC., (26) 16d X 2 1/2"
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONIC., (26) 16d X 21/2"
UPHDll+
HHDQll-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 CONIC., (24) SIDS 34" x 2%" WOOD SCREWS
PHDSA
q7870
HD7B
6645
(1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONIC. (14) WS3 WOOD SCREWS
(1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (3) 3/4" STUD BOLTSTO WOOD
TDX8
(1) 7/8" A.B.IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONIC. (3) 7/8" STUD BOLTS TO WOOD
NFM35X12U
7130
MBHA
3.56/11.25
3475
5330
(1) 1/2" 1-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)lOd AT JOIST
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH
EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. FACE, (18) I0d TO BEAM
HU54121F
30fi0
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%)
�=
LLJ
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:
Q
=
HD210-21F (CMU)
1950
��
HUC210-2
(CMU)
1800
4500
(18) 1/4"" x 3"" WS3 SCREWS, (10) lOd TO
WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD
(18)1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD:
HD210-31F (CMU)
1950
5000
HUC210-3
(CMU)
1800
4500
(18) 1/4"" x 3"" WS3 SCREWS, (10) 10d TO
WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD
(18) 1/4 x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) lOd TO WOOD:
LGUM26-2
2125
L 6065
is
LLGUM26-2-SD 1
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 SOS 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.
H
w
+++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7"
O
A.T.R. =A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
Z
BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED.
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USI NG TZ / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2017" , "HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAG16, 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 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 HTA16 AT 32" ON CENTER MAX. STRUCTURAL RIM BOARD W/ PERPENDICULAR
I -JOIST STRAP TO MASONRY/CONCRETE SHALL BE HTA16-18 AT 24" ON CENTER MAX.
*TRUSS TO WOOD FRAMING SHALL BE MTW12 (INCLUDING FLOOR TRUSSES).
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER.
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
S. 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 TIGHTTO TRUSSAS PER APA REQUIREMENTS.
7. EXTENDAND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
8. PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRE-D FOR MAX 1000 SF. COMPARTMENT PER 2017 FBC RESIDENTIAL -SECTION R302.12:
9. REFER TO DETAIL 8 SHEET D4 FOR 1-STORY INTERIOR LOAO BEARING WALL STRAPS & DETAILS.
MINIMUM WALL AND HEADER
STUD RE UIREMENTS
MAXIMUM I-EADE:R SWAN (ft.) UP t0 5'-01 To g _�°
U.NO.
4'-11 I/2° -1'-If 1/2" AND UP
NUM5r=R OF HI=ADI=R STUD5
SUPPORTING .END OF HEADER ) 2 3
NUMBI=R OF FULL LENGTH STUDS
At EAGH END OF HI=ADER i 2 3
2 x 12
(02 5Tf')
/1r%" 055
NAIL (3) 12d a &"-8" O.c
TYP. 2x12 BM./HDR.
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F�4
W
O
A
h
q
sumoxv. de LOT:
CREEKSIDE
LOT 33
PROJECT#
04321.000
7MOIiF.Li
4EBB
"1828-CALI"
GARAGE STf MG:
RIGHT
PAGE:
CONNECTOR
SCHEDULE
160 MPH EXP C
ARCHITECT
STATE OF FLORIDA
2 M; -2
i
I
ROLAND A. ABOUCHACRA
AR NO 93723
DATE: 05/18/1
19CALE:1/4" V-0"
F-143 _a:+L:a
4e1
ELECTRICAL LEGEND
SYMBOL DEFINITION I NOTES
125V OUTLET 20 AMP SINGLE POLE
11®V OUTLET
my OUTLET
I " OP OUTLET WIRED
TO SWITCH
Hill OUTLET
EQUIMr) Wff~' FAUL
GFI
MTERUF tMR !TAMPER
GCAIAtd t t I
Iq9220V OUTLET (4) WIRE CONNECTION
ETLETWT TEG �PTER T
SWITCH
SWITCH I 3-WAY OPER.
IV4
SWITCH
4-WAY OPER.
0
WALL MOUNTED
'
LIGHT
CEILING LIGHT
VP
PROOF
l'01
VAPOR
l01
RECESSED CAN
WALL SCONCE
_�-
PRE --WIRED
VENT. FAN
I CFM PER sa FT.
VENT. PAN
W/LIGHt
I OPM PER sa FT.
VANfT'r LIGHT
FIMURE
(SPEG'8 TRIP $Y
ISUILPER)
I
4
FLUORESCENT
I lint
2-OUI.$ WRAP
AROUND
2' FLUORESCENT
4' isuomsCENT
4' TRACK LIC44T
I PANEL
METER
Oemalea DrscrOIF BAIT. BACK-UP
S.D. WI/ HARDWIRE
WALL MOUNTED I GATT. BACK-UP
SMOKE DETECTOR W/ HARDWIRE
,vmml
�, •
PENDANT LIGHT
NATURAL GAS
OUTLET
►
TELEPHONE JACK
WATER HEATER
TO BE ELEVATED
DISCONNECT
AIR CONDITIONNG
DISCONNECT
11
TV.
TELEVISION JACK
i v oc wr-rvl�i ra+ n�
O J_$Ox ACCOIW,*ZE W/ BOX
MARKED AS eUGH FOR
CEILING FJ+N/LIGPTIACCORDANCE W/
FLOOD LIGHT
OPr. SECURITY
KEYPAD
--Q P.$.
PUSH-wt-rON
Pm CHIMES
4 -
USB PORT
LOCATION OF TV JACKS 4 PHONE OUTLETS
FANS TO BE VERIFIED a HOMEOUINER
PRE -CONSTRUCTION MEETING.
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF F5CR 6114
EDITION (2017).
20 AMP DEDICATED LAUNDRY CIRCUIT.
GP -I 0 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
MI507.4 F15CR 6TH EDITION (201-1).
LAUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING METHOD SHALL 5E NON METALLIC
CABLE PER ELECTRICAL PROVISIONS OF
F5CR 6TH ED (2017).
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FSCR 6TH ED (2011).
------------------------OPT.
COACH
L IGHT
ELECTRICAL
. �I
WP Panel MAIN - A
PANEL: W16 wp CR. breaker VOLTAGE: 12U / 24U V -1 Ph MAIN: 15U Amp M.U.H
FEEDER: 3-#1 Cu THWN & 1-#6 Cu (G) in 1 1/2" C. OR 3-#2/0 AL THWN & 1-#6 Cu (G) in 1 1/2" C.
Wire
Pole
Blur
Description
Watts
Clrcult
Circuit
Watts
Description
S ace
Space
Bkr
Pole
Wlre
#12
1
20
Exterior Receptacle GFI for TUG
1200
1
2
#12
2
20
Irrigation Pump
1000
3
4
5
8
5304
A/C C.U:1
35
2
#8
Space
7
8
PANEL -A
PANEL: 42 crt. breaker VOLTAGE: 120 /240 V -lPh MAIN: 150 Amp M.L.O.
FEEDER: 3-#1 Cu THWN & 1-#6 Cu (G) in 1 1/2" C. OR 3-#2/0 AL THWN & 1-#6 Cu (G) in 1 1/2" C.
Wire
Pole
Bkr
Description
Watts
Circuit
Circuit
2
4
6
8
10
12
14
16
18
1 20
22
24
26
28
30
32
34
36
38
40
42
Watts
Description
Bkr
Pole
Wire
# 12
1
20
Small Appliance
1500
1
8000
Range
50
2
#6
# 12
1
20
Microwavo / Hood GFI
1800
3
#12
1
20
Small Appliance
1500
5
4500
Water Heater
25
2
#10
#12
1
20
Refrigerator
1500
7
#12
1
20
Dining Receptacles AFCI
1500
9
1200
Disposal GFI
20
1
#12
#12
1
20
Bath GFI Receptacles
1200
11
1500
Dishwasher GFI
20
1
#12
#14
1
15
Foyer / Hall / Bed. #2 & A3/ Bath #2 AFCI
900
13
5000
Dryer GFI
30
2
#10
#14
1
15
Lidn Room, Lanai Li hts AFCI
900
15
#14
1
15
Kitchen, Pantry, & Dinin U hts & Rcpts AFCI
900
17
1500
Washer GFI
20
1
#12
#14
1
15
SD & C/O AFCI
900
19
1000
Garage Door Opener GFI
20
1
#12
#12
1
20
Laundry / Bed #4 / Den AFCI
1200
21
1200
Garage Lights and Receptacles GFI
20
1
#12
Space
23
900
Owner's Suite AFCI
15
1
#14
Space
26
900
Owner's Bathroom AFCI
15
1
#14
Space
27
900
Exterior Lights and Rece t GFI
15
1
#14
S ace
29
1000
Irrigation controls only
20
1
#12
Space
31
Space
_
Space
33
Space
Space
35
Space
Space
37
Space
#8
2
35
A/C AHU-1
eater 5 KVA at 65%
5525
39
Space
41
ISpace
Load subject to demand factor calculations / line
16000
27600
Load subject to demand factor calculations / line
Demand Factor Calculations:
ABBREVIATIONS:
AFCI: ARC FAULT CIRCUIT INTERRUPTER
NC: NON -COINCIDENT LOAD
GFI: GROUND FAULT INTERRUPTER
Total load subject to demand factor 43600
First 10000 watts at 100%
10000
Remaining watts at 40%
13440
Total fVC load
10829
LOAD CALCULATIONS BASED ON AJC NON -COINCIDENT LOAD
Total Connected Load Watts
34269
Total Amps (watts / 240 volts)
142.8
Ir50 ,AMP ELECTRiGAL R15ER
NOT TO SCALE.
GENERAL NOTES:
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 6TH
EDITION (201-0, LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
5. ALL CONDUCTORS SHALL 5E TYPE THHNrrHWN UNLESS
NOTED OTHERWISE.
POWER COMPANY
TRANSFORI"IER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE: 3 01 COPPER (CU) IN
1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
02/0 ALUMINUM (AL) IN 2'' DIA SCHEDULE SO PVC
CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE
ELECTRIC COMPANY. COORDINATE WITH THE: ELECTRIC
COMPANY PRIOR TO 51D.
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 A50VE SOFFIT A OVERHANG.)
COM51NATION SERVICE
DISCONNECT SWITCH AND
M ELECTRIC METER IN
NEMA 3R ENCLOSURE
15OA/2P
MC5
TELEPHONE SERVICE
ENTRANCE
EQUIPMENT
INTERSYSTEM 50NDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
150 AMP
120/240 VOLT
I PHASE
MLO
PANEL
CABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
— 104 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEED_ PER
ELECTRICAL PROVISIONS OF THE F5CR 6TH
EDITION (201-7).
5/81' DIA X 8 FT LONG COPPER CLAD GROUND ROD
1441 N. RONALD REAGAN BI
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F.
rA
rs1
rn
W
U
W
Is
O
F
A
F
stmnrv. at LOT:
CREEKSIDE
LOT 33
PROJECT#
04321.000
MODEL:
4EBB
"1828-CALI"
GARAGE 9WING .
RIGHT
PAG W.
ELECTRICAL
P LAN
160 MPH EXP C
ARCHITECT
STATE OF FLORIDA
A2fi
-
SAID A. ABOUCF LCRA
AR NO 93723
"` `§ `
DATE: 05 18 18
E
SCALE: 1 /4"=1' - 0"
SHEET
J
LANAI
DINING
ROOM
10X6
120 CFM
LIVING ROOM
10X(o
120 CFM
N
6" r
W.I.C. SX
16' 45 CFl
10X6
120 CFM r
50 3
KITCHEN SX4 ICFM 1
45 CFM L--J
Q
O—O
L--J
12X16—� ----
i MA511tE
g
12X12 12X12
10X6
120 CFM FA
"
12X8
BDRM.#3 LOUVER 4" I I N
PLANTATION
IW-04 2'8' j
10X6 MAX AIR
rt5 CFM M 584.15 CFM �iRA
5° v
5 0)
BATH
-2
10X6
15 CFM
BDRM.#2
12X8
s-
12X8
PASS
T�-IRU u
OWNER'S
SUITE
10X6
1-15 CFM
0.
BATH
X6 109) CFM
BDRM. #4/
DEN
v
0
CQ
GARAGE
FOYER
CALI EQUIPMENT SCHEDULE
3 TONS
MFG CARRIER
G.U. 251-113G536A+30•
— — —
A.N.U. PX4DN(5F)031L
ENTRY
NEAT 5KW
SEER 15 SEER
TOTAL CAP 34800
ELECTRIC 208/230/1NF°
51RKR C.U. 35 A.N.U. 35
--———— — — — — ——
REF LINES 3/4' a 3/8"
DIVA -'LAN
w
U
W
ti
4
U
W
A
F
A
�^Y
SVB]DIV. de LOT:
CREEKSIDE
LOT 33
PROJECT#
04321.000
MODE.:
4EBB
"1828-CALI"
GARAGE 8VMG:
RIGHT
PAGE:
H VAC
PLAN
160 MPH EXP C
PDAHTZ: 05/18/18
SCALE: 1 /4"=1' - 0"
(I) IS RESAR VERTICALLY WV CONC. Y Y
POUR CELL B1LDB OJG MAX 7
BEE ENEp3Y CODE FORT% FOR
INSULATION R-VALUES ATE TO STUD W/
TEXTURED FNISH THI 2W00 PSI • 28 DAYS
SE T. P BLAB W/ }' PLATE TO SLAB W/ 10d SLAB REINFORCED UV
•
a 9' CI`IU .PLATE 70 BLAB W/ }' • WIA6NER T NAIL • 32' OC. MAX I' N061 I0" 6 x b - WIAAUA UWWM.
�IA' GYP. WL. BD. LT W/ 2' WASHER 7' OC MAX,
WOOD BASE . MIN. • 32' OC MAX 0' •' INN. Imo_ R _ _ _
p STOP - 4' GONG REIIlFOIi:FD WV 6'Xb'
WA'IA IUUF OR PISER'1ESH ON a
L L ° a -' t 4 RERFORwED W/ b'X6' WAXWIA F • 4' INFORCED WJ b'X6' WR.fJ(1111,4 - 'GONG R=1I•FORCED W/ b'X6' WI,4)gIIL4 If, RADI -
`0 O b-MIL. VAPOR RETARDER ON WIF RMERMESH ON 6-MIL. VAPOR WIF OR PI SH CN 6-MIL VAPOR OR FIBERMESH ON 6-MIL. VAPOR W P OR
WELL -COMPACTED CLEAN FILL MIA ON LLELL-COMPAOTED OLEMI L j RETARDER WELL -COMPACTED CLEAN z_ W R ON WELL -COMPACTED CLE
'- • , TERMITE TREATMENT TO ISE FILL. TE TE TIEATIMEI- TO ISE - FILL TERMITE TMMENT TO BE FILL. T'E TREAIMI NT TO SE-
BORA-CARE APPLIED AT FRAMING, - DORA- APPLIED AT PRAMNG, DORA-CARE A UED AT FRAMING. BORA- APPLIED At PRAhiNG.
z z w (21'5 IEBAR CHAIRS (3) 9 IEEAR ON IRS (2) 9 IE CHAIRS a 4 w
r m L > ,4" 1'-0' 4' -8 _ I -b 12' MIN. BE
(2) Mi REBAR ON CHAIRS • • FOREGROUND
1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING
W/ BLOCK WALL AT L.B. W. (W/ UPLIFT) �1 AT L.B. W. AT L. B. W. (W/ NO —UPLIFT) STAIR DETAIL
-L SCALE, In"O'-0' i.. SCALE: 1lJ'=1'-O' (.. i_ " 3 SCALE: I'=I'-•' NOT USED
SCALE:I/2'=I ® I:.1J BCALE:IR'=r-®' 3A
_ C
4' GGNC, IREIET UV ENE VAPOR
E WITH ON
6N U POLY ETHYLENE VAPOR RETARDER 4' CONG, REUF. W/ 6'xb' WAXWIAO WLM
F Wj 4" TREATMENT
ATMEN SHALL ME CLEAN FILL TERMITE ON 6-MIL POLY ETHYLENE VAPOR STUDS W' OC- MAX STUDS K' O
TREATMENT SHALL BE BORA-CARE IEtARDER ON WELL -COMPACTED CLEAN
(U 09 IEBAR ON CHAIRS 4°'. 4' FILL TERMITE TREATMENT SHALL BE SECURE BOTTOM O W/ SEGUfE BOTTOM O 4±EAO SECURE P. T PLATE AB W/
THICKEN EDGE SIMPSON SP4 ' O SIMPSON SP4 • ' O Y W M 3 MAx
4 GARAGE STEP—UP HEIGHT OF GARAW SECURE BT O WJ ill HEIGHT OF GARAGE SECURE BT. A O WC }'x8'
SCALE: 112'•1'-0' VARIES WITH SLOPE 2' R 7� f3'ID- VARIES WITH SLOPE 2 R 7' EMBED• TO BLAB W/ Wd
NON —BEARING MUd • MA MIN. • OD MAX • 32' OG. MAX
FOR EXPAN610N ,E D FOR EXPANSION w
� w
w w Q a q 4 °- a. REINF. W/ 6'l WIAkWULFO UAIIM
QQ
.DER ON WEL.I-CA"VAGME�D CLEAN
> -„ .. _ ° ° PW1 T6Fd'MI7E TREATMENT SHALL BE
E O _ - ° . FIRE ON 6 MIL. VAPOR 1.4 w ° e IEII'FOR^,EP W/ Il WL4>dWA •.° ° ' CONG REIw_O l.ED W/ 6'X6' WLAxnu GONG REINFORCED W/ 6'Xb' WIAXWIA -CARE
FE7 LL-COMPACTED CLEAN 4' AXWIAO WUM ON r FIBER'MEE61{ ON 6-MIL VAPOR OR FIBERMESH ON b-MIL VAPOR FIBER'MESH ON 6-MIL. VAPOR
FILL TREATMENT TO BE 6-MI POLY ET VAPOR RETARDER z w BETA RCN DELL -COMPACTED CLEAN z E RE ER O'1 WELL -COMPACTED CLEAN z V RET ER ON WELL -COMPACTED CLEAN z K
APPLIED AT FRAMING. .° LL- CLEAN FILL TERMITE m _ a, 4' FAA7A TO Y 'z 0 g' 4 4" FILL. ITE TREATMENT TO BE 8 4„ FILL. ITE TREATMENT t0 ISE z u (21'= ON CHAIRS
A BE BOIRA-CARE 7 BORA- APPLIED At FRN'IMG. I'-
SORA-CA APPLIED AT FRAMING, m 0 4' I' 4"
CI1
M3 IEDAR ON CHAIRS z ' (91'S IEBA CHAIRS (2) ,b REBAR CHAIRS -a
m vER m° GARAGE STEP—UP
1—STORY FOOTING RAGE STEP— GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP 2—STORY L.B.W.
NON —BEARING &L.JB .W. W UPLIFT 2—STORY L.B.W. W/ UPLIF L° B. W° W/NO UPLIFT W//NO UPLIFT
AT FRONT PORCHES EXTENDED STEP 6EMWALLTOBEMN3couRaEs SCALE:I/2'll SCALE:1/2'=1'-0' EXTENDED FOOTING €'� SCALE: 1/2"=I'-(d'
GRADE IECEaB POR
SECURE P.T. BT. TO Sill W/ GARAGE DOOR
V1'X9' T m
EMBED. MIN. 2' OC M (U'5 IEDAR VERTICALLY W/ CONC. ,..-^ (V 9 REBAR Y 'x6' WL4XWAO W LL M
POURED CELL W/ CONC. CPL -MIL ETHYLENE VAPOR
SECURE P.T. TE O W/ 6' cm � CLE F TERMITE TREATMENT SHALL m ..4• GONG„ REINF. 4V 6'xb' WA.4)C11U40 U{lTt ON
VJ'XS' 7' 6 CM .
EMBED• $2 A • z
}= d NOTE: OPTIONAL USE OF - 4 •GARAGE CARE ° 6WEL -TWL POLY ETHYLENE VAPOR RETARDER ON
z v 4 8 a 4 TREATMENT SHALL BE BORA-CARE ITE
CONCRETE CURB • GARAGE ry J ` O E IERMINED BY 2'- 4" 5 REBAR ON CHAIRS
q ' W/ -4Y WAXWIA0POR WUM WALLS TO BE DEIERMINED BY DIVISION.
ON -T1 Y ETHYLENE VAPOR "' BUILDER BY DIVISIO'L STUCCO (V IS Ill ON CHAIRS
w R ON UELLENT Il 4GTED LEAN eTucco STOP C CRETE PAD
PI RMITE TREATMENT SHALL BE STOP IGF}7 VARIES
NF.Wvb'x*"UAxwAmWBM ° CAE CU�HEIGHrvAREs 9 11 GARAGE DOOR FOOTING
} OK6 POLY ETHYLENE VAPOR w
TEC I� �ALTMENT SHALL BE E� - O s s �.4' V � - �ry a. � � - ° � � . � q z w .. a ° 6• I' RECESS FOR SCALE: I!/'=I'-0•
0
REINIl W/
a z d' fS)'S ON CHAIRS Q z ' -- y > z F .. .
ll
. •° L > 0 m ° a 41 CONC. m ON DCCNww u CL IEArI 0 - • • ILCL.�G ITE L-C"Al
BE AN w SAD. TRACK ° a 3 (IJ 9 IES Q
m O a ' a OR PIBERMESH ON
6-MIL VAPOR 3" -
R,A
T (2) Mb RE OV CHAIRS WWF OR PIBE10-1 ON 6-MIL. VAPOR m NISH FLOOR
m ° 0" • a FILL TERMITE TREATMENT TO BE �A- APPI-RED AT FRAtMINGr.-
I' ARAGE STEP—UP BORA-CARE APPLIED AT FRAMINGa
2—STORY L° B. W. z o 4' I'-°. 4" (2)'S RrMA_ r3) REBA ON CHAIRS
ENDED FOOTING ro
GARAGE STEP—UP
EXTENDED mg a RON CHAIF� "° ° ��i�i�� `�'•° �%
BE SCALE: 1/2'=I'
1—STORY L.B.W.
1—STORY FOOTING 2—STORY FOOTING
W UPLIFT E D of I In' CUM HE IES AT GARAGE AT GARAGE
SLAB AT S.G.D.
6D EA NDED FOOTING ,�, 8 . _ r-- 8A SCALE: 1/2'=r-Ia' 10 SCALE:I'=I'-0' 2 SHOWER RECESS FOOTER
seALE= I/2'=I'-(D" BCALe, r=r •'
z°
(1) 9 REBAR VERTICALLY W/ GONG s.
POURED CELL a RER•F. W16'xb' U214ML40 WlM
,BEE ENERGY _ ON *-MIL POLY ETHYLENE VAPOR
INSULATION R- .. a ' R:YARDER ON 'LEI I -COMPACTED CLEAN
TEXTURED I TERMITE TREATMENT SHALL BE
B -CARE
a' CHU z (2) #b ON CHAIRS
Z "`' LAB AT GARAGE GROUTED BOND BEAM
SERVICE DOOR roil VARIES RFLEV.
z TIE VERTICAL
• -0 0'-0' FIN. H_R IEBAR UI/ 10' HOCK TO HORIYONT
4 GROUTED BOND BEAM RESAT W/ 10'
CAULK AND SEAL VARIES PER ELEV. ° ES R ELEV.
z w TOP & - 4' CONG REINFORCED W/ 6'X6' `—
PE
WAXIUTA W/.F OR FIBERMESH ON 1 GAB LINE °
a L , ".. 6-MIL VAPOR IEtA1RDER ON / t TIED BOND BEAM
L-COMPACTED CLEAN FILL. l� NOT USED z
0 • �� ITE TREATMENI t0 ISE POURED LNTV CONT. lTYPJ 1 }' IoyG al
-CARE APPLIED AT `6:; S' CMU FILLED CELL (rYl FOR GAS LINE F/Wb' PVC CHASE THRU FOOTING
RM y
2X WALL IMPAMNG 0 6' cm
a' a" 4" (3) 9 RE ON CHAIRS
(4)NXT' ANCHOR BOLTS ar Ill�IR' DRYWALL I -STORY
NS Ill B' EMBEDMENT W/ 2'X2'XI/a' (2) b RESAT ON CHAIRS J-BO
WASHER AND NUT SPACED EVENLY FROM
FLOOR TO BOND BEAM.
SET IN JOINTS WOOD BASE(9) 9 1ESAR ON CHAIRS '
2—STORY FOOTING PRIOR TO FILLPKx (SLEEVED ANCHOR 14 a . °- -
SOLID POUR ACCEPTABLE RETROFIT)
13 W BLOCK WALL EXT./INT. FRAME WALL TO el) 4b SCALE:I/2'=I'-(d" q BLOCK WALL CONNECTION FOUR CELL VERTIc`a Yw(`oNG
1{, tJ SCALE: Vl'.I'-0' q °. , 4 BEE ENERGY CODE FOR"IS FOR
a EEEINSULATIONmr CODE F a
GAS LINE T R a' CMU R ; CLEANOUTSPE TIOUIIED
FOR INSPECTION
(V'S REBAR SET IN SIMPSON HIGH
—(1)
STRENGTH EPDXY 6' EMBED. MIN.
4' COVO_ IEINR W/ b'w:' WLFXWAO
W2M ON 6-MIL POLY ETHYLENE
VAPOR RETARDER ON
DELL -COMPACTED CLEAR FILL
TEINIM TREATMENT SHALL ISE
DOIRA-CARE
TYP- RETROFIT FOR
A OMITTED DOWELS
1 H U B LO C K V2' GYP- WL BD-
: '•P�' z WOOD BASE L
I NOT USED a ° w 4' GONG, POLY W/ YL WI 4APOR u WM
Q i � ON 6-MIL POLY ETfUYLD'E VAPOR
E IY RETARDER ON WELL -COMPACTED CLEAN
PILL TERMITE TREATMENT SHALL ISM
t00 I DORA-CARE s TIE'
. I THE I.
(2)'S IESAR • t-STORY - °.,
(3) 46 REBAR • 2-STORY z I
°° OUTSIDE REAR TO BE —6' PVC CHASE THRU FOOTING
(1) M3 VERT. DOWEL
LAPPED W/ BOND BEAM
4
(1) MS REBAR AT CORI'll L I -STORY
W/ 2S' LAP MIN. in .4" a" 4" (2)9 REBAR ON CHAIRS
2'-I' MIN. LAP 4 (3) PS REBAR ON CHAIRS
HORIZONTAL/VERTICAL
r> PIPE THROUGH i�~i REINFORCING
REBAR LAP AT FOOTING TYP. REBAR LAP 1—STORY FOOTING
r AT LINTEL CORNERS D W/ BLOCK.I�ALL
E: 1122=^
AI,L, EX`FERIOR FOOTERS Arr ]E']CN]CSH SI.AB'S TO BE MTI%,T. 12" BELOW L7N1DISTU1R1E3EID SOIL,
-0' FN. FLR
TICAL PEISA
IYONTAL
WV IV, HOOK
/HO RIZ 0 NTAL/VERTICAL
REINFORCING AT
BEARING CHANGE
CONTROL LATE: 07/01/1:
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
W
V
W
O
a
ai
C�
W
A
F
Q
ti
NUDDrv. ea LiOT:
CREEKSIDE
LOT 33
PROJRCT#
04321.000
adODZU
4EBB
"1828-CALI"
GARAGE SWMG:
RIGHT
PAGE:
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
160 MPH EXP C
ARCHITECT -
STATE OF FLORIDA
i�
i
( 1
ROLAN A ABOUCHACRA
AR NO 93723
DARTS: 05/18/18
SCALAR: 1/4 $$=1' — 0"
S"MET
1
F15ERGLAS5 SHINGLE:"
OVER 030 FELT PAPEI
INSTALLED PER F5CI
RR905.1.1 ON a' O.s.E
SHEATHING OR i" CD;
PLYWOOD SECUREI
PER FA5TENEI
SCHEDUL
PRE-ENG TRUSS
MTL. DRIP EDGE
2x4 OR 2x6 FASCIA PER
ELEVATIONS
VENTED ALUM. SOFFIT
EM5ED. STRAP VERIFY
W/ TRUSS PLAN
5/6" THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
1— STORY
1 BLOCK WALL
SCALE: _3
e' CMU
J4' DRYWALL
I'X4' OR I'X2' P.T. NAILER
❑ Ix4 P.T. OR 41'X4' MIN.
bECURE THRJ FRAME 1
❑ EXTEND 14e INTO BLOCK
WW %- TAPCONS OR DRIVE
PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I-Y4
WITHIN 8' of EACH END ;
18' O.C. MAX SPACING
DOOR CASING
DOOR JAMS OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE, SHIM AS NEEPEP TO PLUMB
JAMB (Do NOT ExCEJ9Y1)
DOOR JAMB TO BLACK +3 4 OR +5 4
/'�1 11DJDON TO BLOCK +3/ OR +6/
" SCALE: 3/8'•I'-0'
iEE ENERGY CODE FORMS FOR
ySULAVON R-VALUES
'GYPSUM BOARD OR �' HIGH
TRENGTH CLG. 5OARD
oNC, FILLED LINTEL 5LK W/ (U
i RE5AR CONTINUOUS
'RECAST LINTEL
HE ENERGY CODE FORMS FOR
SULATION R-VALUES
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRECAST SILL
(1) RE5AR VERTICALLY W/
GONG. POURED CELL
Ix2 P.T. FURRING STRIPS ® 16" O.C.
all CMU
1/2" GYP. WL, 5D.
WOOD SASE
F15ER3LASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER F5CR
RR905.1.1 ON J' 0.8.5.
SHEATHING OR �" CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x4 OR 2x6 FASCIA PER
ELEVATIONS
VENTED ALUM. SOFFIT
PRE-ENG. GA5LE TRUSS
WEEP SCREED
(SEE DETAIL 5/D3)
2X6 P.T. SECURED TO
MASONRY w/ 1/2"x9' A.5.
w/ 2' DIA. WASHERS, -t'
MIN. EMBEDMENT WITHIN
V OF EA. END, 32' O.G.
MAX IN FIELD.
CONC. FILLED LINTEL
5LK W/ (1) S RE E3AR
CONTINUOUS
PRECAST LINTEL
5/8" THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
(1) 15 RE5AR-
VERTICALLY W/ GONG.
POURED CELL
S" CMU
2x4 5LOGKING 5ETWEEN TRUSSES
AT FIRST FIVE SAYS 4'-0" O.G.
(AT SHEATHING SEAMS)
5TIFF5ACK AT ALL UPRIGHTS
OVER 4'-10" HIGH (SEE SEALED
ENG. FOR SIZE AND CONDITION)
Iff"Illr
I -- -
Q
1—STORYo
GABLE BLOCK
� WALL
SCALE: 3/4" =1' -0'
2X4r
SECURE TO BLOCK W/')h'
2X4=
TAPCONS OR DRIVE PIN
SECURE TO BLOCK W/ W6'
(MIN. SHANK SIZE .10
TAPCONS OR DRIVE PIN
MIN. HEAD SIZE 300
(MIN. SHANK SITE .145
MIN. EMBEDMENT (49
MIN. HEAD SIZE 300
WITHIN e' OF EACH END 1 NOTE. STRUCTURAL, 2X MUST BE
18' O.G. MAX SPACING.
MIN. EMBEDMENT I Al)
WITHIN 8' OF EACH END t
NOTE, STRUCTURAL 2X MUST B£
ON OUTSIDE 1 SECURED THROUGH
2x6m
18' O.C. MAX SPACING.
ON OUTSIDE t SECUED R
NON-STRUCTURAL for TAPCON
SECURE To BLOCK 02-%'
2x6=
THROUGH NON-STRUCTURAL )6'
MIN. I A' EMBEDMENT INTO
TAPCONS OR DRIVE PIN
SECURE TO BLOCK
TAPGON MIN. I-Ys' EMBEDMENT
BLOCK
(MIN. SHANK SIZE .145
W/t-Yo- TAPCON5 OR
INTO BLOCK
MIN. HEAD SIZE 3" , CMt!
DRIVE PIN
MN EMBEDMENT I Y4)
yj: OR7lUALL
(MIN. SHANK SIZE .14t,
: �J
WITHIN S' OF EACH END t
'X4'
MIN. HEAP 812E 300
1$' PM 4J-L
18' OG. MAX SPACING.
y
❑
OR 1'X2' P.T. NAILER
MIN. EMBEDMENT I Y4')
WITHIN 8' O° EACH END 4
❑
W' OR I'X2' P.T. NAILER
SECURE TO BLOCK W/2-3(r'
7((,' OAJS, X 4' MIN.
I8' O.O. MAX SPACING.
TAPGON8 OR DRIVE PIN
DOOR CASING
2X8�
(MIN. SHANK SIZE '48
SECURE TO BLOCK W/2-'/6,'
DOOR CASING
MN HEAD SIZE 300
DOOR JAMB OR WINDOW
4
TAPCONS OR DRIVE PIN
MN EMBEDMENT I Y4) ATTACH TO 2X PER
(MIN. SHANK SIZE 143
DOOR JAMB OR WINDOW
WITHIN 8' Or EACH END 1 MANUPAGTUREB DETAILS.
MN HEAD SIZE 300
ATTACH TO 2X PER
WO.G. MAX 6PAGING.
MN EMBEDMENT 149
MANUFACTURES DETAILS.
NOT£. SHIM AS NEEDED TO PLUMB
WITHIN 8' Or EACH END 1
IB' O.G. MAX SPACING.
SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED Y19
JAMB (DO NOT ExrMD)v)
DOOR JAMB TO BLOCK +1-15/1�'
DOOR JAMS TO BLACK +3"
/� wDmOw To BLOCK 1-1-15 I
n VMDOW TO BLOCK 4-3"
2X4w
CONT. 2x4 RAT RUN SECURED W/
(2) 12d's g EACH TRUSS
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
5/8" GYPSUM 5OARD OR 1/2"
HIGH STRENGTH CLG. 50ARD
IX2 FIRE -STOP
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
L=7 PRE -CAST GONG. SILL
Ix2 P.T. FURRING STRIPS 24" O.C.
1/2" GYP. WL. 5D.
WOOD SASE
2X4a
SECURE TO BLOCK WIY4'
TAPCONB OR DRIVE PIN
(MIN. SHANK 61M .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 149
NOTE: STRUCTURAL 2X MUST BE
WITHIN 8' OP EACH END t
ON OUTSIDE t SECURED
18' O.G. MAX SPACING.
THROUGH NON-STRUCTURAL W6'
2X6:=
TAPCON MIN. 144' EMBEDMENT
6@CURE TO BLOCK
INTO BLOCK
W/1-1/4' TAPC.ONS OR
DRIVE PIN
(MIK SHANK SIZE J45
,CMU
MIN. HEAD am 300
,DRYWALL
MIN. EMBEDMENT I Y4)
WITHIN 8' OP EACH END 1
'Xd' OR I'�' PT. NAILER
IS' O.C. MAX SPACNG.
❑
2x6t=
7w OAS. X 4' MN
SECURE TO BLOCK W/I-1/4'
TAPGON$ OR DRIVE PIN
CASING
(MIN. SHANK, SIZE .IdB
DOOR JAMB OR WINDOW
MIN. HEAD SIZE IWO
ATTACH TO 7X PER
MIN. EMBEDMENT 1 y4)
MANUFAGTURE6 DETAILS.
WITHIN 6' OF EACH END t
NOM; SFUM A6 NEEDED TO PLUMB
10' O.G. MAX SPACNG.
JAMB (DO NOT EXCEPoY1)
DOOR JAMS TO BLACK +3-7/16"
irl 11DJDOW To BLACK +3-7/15"
"
E: 3W-
-0
2x4:.
SECURETo R LLV N 1
SECURE TO BLOCK W/
SECURE TO BLOCK �
S ODRIVE PI
SECURE TO BLOM WN;'
TAPCONS OR DRIVE PIN
TAPCONS OR DRIVE PIN
(MIN. 614ANIK 612E .145
TAPGONS OR DRIVE PIN
(MIN. SHANK SIZE .145
(MIN. SHANK SIZE .W6
MIN. HEAP 617E 300
(MN SHANK BIYE .145
MIN. HEAD SIZE 300
MIN. HEAD SIZE 300
MIK EMBEDMENT 1 Y4) WITHIN
MN HEAD SIZE 300
MIK EMBEDMENT I Y4'J WITHIN
e' OF EACH END t 18' OG
MN EMBEDMENT I Y4) WITHIN
8' OF EACH END t 18' O.C.
MAX SPACING.
NOTE: STRUCTURAL 2X MUST
MN EMBEDMENT I Y49
WITHIN 6' OF EACH END 1
NEE, STRUCTURAL 2X MUST
MAX SPACING.
MAX S
8' OF £AGH END t B' OL.
0, O SPACING.
NOTE: STRUCTURAL 2X MUST
2X6d�
BE ON OUTSIDE t SECURED
ID'O.C. MAX SPACING.
BE ON OUTSIDE / SECURED
2X6,SECURE
2MAX X6
BE ON OUTSIDE / SECURED
SECURE TO BLOCK
THROUGH NON-STRUCTURAL
2X6
THROWN NON-STRUCTURAL
TO BLOCK W/J-W6'
SECURE TO BLOCK WR-346,
THROUGH NON-STRUCTURAL
W/2 A&' TAPCONS OR
�(e' TAPGON MIN- I -A'
SEGJRE r0 BLOCK W/1-1/4'
W TAPCON MIK I -A'
TAPCONS OR DRIVE PIN
TAPCONS OR DRIVE PIN
'N► TAI CO- MIK IA'
DRIVE PIN
EMBEDMENT INTO BLOCK
TAPCONS OR DRIVE PIN
EMBEDMENT INTO BLOCK
(MIN. SHANK SIZE J40
(MIN. SHANK 61M .145
EMBEDMENT INTO BLOCK
(MIN. SHANK SIZE .145
(MN SHANK SIZE J45
MIN. HEAD SIZE 300
MIN. HEAD SIRE 300
MN HEAD SIZE 300
8, CMU
MN HEAD SIZE 300
MIN. EMBEDMENT 1 Ys')
MIK EMBEPMENT I Y4) WITHIN
8, CM
MN EMBEDMENT I Y4'J
JL' DRYWALL
MN EMBEDMENT I Y4)
8' CM
WITHIN 8' OP EACH END /
18'
g: CM
8' OF EACH END t 18' O.C.
14'
WITHIN 8. OF EACH END
t 15' MAX B'AC�
❑ I'X4' OR I'X2' P.T. NAILER
WITHIN a, oP EACH
EN 4
15' DRYWALL
O):. MAX SPACING.
Yt' DRYWALL
MAX SPACING.
4'OVDRYWALL
I'X4' OR I'X2' P.T. NAILER
❑
C.C.
2X9�
ND 2X SECURE TO
2kam
❑ I'X4' OR I'XV P.T. NAILER
2X8:m
❑ I'X4' OR I'XV P.T. NAILER
GASINGs
2X8(�
SECURE 70 BL114")
CASING
SECURE TO BLOCK
6TRJCTURAL MEMBER
ro BLOCK tw-va'
' P.T. X 4' MIN.
SECURE TO BLOCW/S-'14'
TAPCONS OR DRIVE PIN
OOR
TAPGONS OR D
W/2-• TAPCONS OR
DRIVE DIN
uv(2n2d wrrHlN 6' of eACH�+"�
END / 6' TO S' O.G. MAX
TAPC.ONB OR DRIVE PN
OR CASING
(MN SHANK SIZE .145
MIN- HEAD SIZE 300
DOOR JAMS OR WINDOW
(MIK SHANK 81
MN HEAD SIZE
DOOR JAMS OR WINDOW
(MN SHANK STYE .145
OOR CASING
(MIN. SHANK SIZE .145
MIK HEAP SITE 300
DOOR JAMB OR WINDOW
MIK EMBEDMENT I Y4') WITHIN
ATTACH 70 2X PER
MN EMBEDMEYHI
ATTACH t0 2X PER
MN HEAD SIRE 300
,
MN EMBEDMENY I Y;)
POOR JAMB OR WINDOW
7TACH TO 7X PER
MIK EMBEDMENT I Y4)
WITHIN 8' OP EALH END 1
ATTAGFi TO 2X PER
8' OF EACH END / 18' O.C.
MANUFACTUfJEB DETAILS.
8' OF EACH EN.C.
MAX SPACING-
MANI FAGTUREB DETAILS.
WITHIN 8' oP EACH END /
MANUFACTURES DETAILS-
I6' OG MAX SPACING.
ANUPACTURES DETAILS.
MAX SPACING.
O
:SHIM AS NEEDED To PLUMB
NOTE: SHIM AS NEEDED TO PLUMB
T O
IB' O.G. MAX SPACING. NOTE,
SHIM A6 NEEDEo TO PLUMB
NOTE: SHIM
AS NEEDED r0 PLUMB
JAMS (DO NOT EXCEEDT
JAMB (14 NOT EXCEED
JAMB (DO NOT EXCEED Y41
JAMB (DO NOT EXCEED Y11
8' am
y1 DRYWALL
1'X4' OR I' L Pt. NAILER
❑�rIX4 P.T. OR %sx' MN. SECURE THRU
FRAME t EXTEND I A' INTO BLOCK UU
TAPCONS OR DRIVE ION(MN SHANK SIM .145
MIN. HEAD SIZE 300
MN EMBEDMENT 1-41
WITHIN 8' OF EACH END / Is' OG. MAX
SPACING
\`-DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO IX PER MANUFACTURES
DETAILS.
NOTE. SHIM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED )v)
DOOR JAHB TO BLACK +3/4 OR +5/4
i1 WLNDOIr TO BCOCK +3/4 OR +6/4
(J)j I -0'
DOOR JAMB TO BLOCK +1-1/2
/n>1 MRIDOlf TO BLACK +1-1/2'
OGALE: 9/8'•I'-0'
DOOR JAMB TO BLACK +2 }
/n'l WDJDOW TO BLOCK +2 1 4
6CALE: 3M 1'-0'
1•'
DOOR JAMB TO BLACK +9 DOOR JAMB TO BLACK +9 9/4
a H C +3' 1'tri 1/DiDDA TO BCOCK +9 9/4"
SCALE: 3/w.1'-0' � SCALE:
-r
FASTENER
SCHEDULE
NAIL
RQUIREMi=Ntry
TOP CORDeLocKING AT 4'
zu
�u
ROOF DIAPFIRAGM
USE 1,16' OAS. OR 112' CDX PLY WITH 10 RING SHANK GUN NAILS AT
4" O.G. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN
NAILS AT 6" O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS 0 4' O.G.
SIZE
HEAD
I LENGTH
I DIA.
TENSILE STR
Sd
ROUNDJMODIFIEp
11/8'
.113
170,000
OR T
Wd
ROU7D,MODIFIED
21/0'
.128
110,000
OR
O.C. MAX IN FIRST 2 FRAMING NOTE. TYP- EXr. SHEATHING ATTACHMENT �
SPADES AT EACH END. FOR SHEAR 4 UPLIFT (OS.B. TO BE STRUCTURAL N
RAFTER OR TRUSS GRADE) CONINECTOR6 FRONT STUD TO PLATE ARE
ROOF SHEATHING NOT Ia-'EQUIRED EXCEPT a OPENINGS
EXTERIOR SHEATHING NOTE: NAILS TO BE MFCx BY MEMBER OF INT.
STAPLE, NAIL 4 TOOL ASSOCIATION
USE 1/2' CDX OR'1/16' 005 PLY WITH 09 RING SHANK GUN NAILS AT 6'
O.C. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.C. TOP t I. 0.113 INCH NOMINAL SHANK DIAMETER
BOTTOM PANEL AND 08 RING SHANK GUN NAILS AT 6' O.G. AT 2. RING DIAMETER OF 0�12 OVER SHANK DIAMETER
INTERMEDIATE SUPPORTS OR 'i/16' ZIP SHEATHING SYSTEM 3. 16 TO 20 RINGS PER INCH
(INSTALLED PER MANUF. SPECS). SEE DETAIL. 4. 02M INCH RILL ROUND HEAD DIAMETER
2
z
p
W ROOF eHEATH ING LAYOUT
LAND
NOTE: -RING SHANK GUN NAILS SHALL M PERMITTED AS AN 5. 2 INCH NAIL LENGTH
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
-ROOF DESIGN PRESSURE BASED ON WORST CASE
ENDWALL BRAG INC.
I=OR C� 48LE END ERAI"IINCz
BUILDING LENGTH
I. SCENARIO FOR ZONE 3
—A
•e RING SHANK G N NAI�6 e 4" O.G.
TOP 8 BOTTOM EDGE5
F15ERGLASS SHINGLES OVER
030 FELT PAPER INSTALLED
PER F5CR RR905.1.1 ON a" O.S.R.
SHEATHING OR I" CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE 1-0
TYP.
o.H.
MTL. DRIP EDGE J J
2x4 OR 6 FASCIA PER J
ELEVATIONS
VENTED A .SOFFIT
STIF-5AC T ALL
UPRIGHTS OVER '-10"
HIGH (SEE SEALED
FOR SIZE 4 CONDITI
O.S.S. SHEATHING OR J" CD
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET D2
OR 1/16" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
1/8' THICK, 3 COAT PORTLAND—J
CEMENT PLASTER OVER
x
EXPANDED GALV'D METAL LATH
V
ON FORTIFI5ER JUM50TEX GRADE
"D' PAPER OVER TYVEK
5UILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
OR 1/1roll ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPEGSJ
WEEP SCREED
(SEE DETAIL lNJA2
SECURE GABLE to 2x6 P.T.
PLATE W/ 12d's 8" O.G. MAX
SECURE 2x6 PT. PLATE TO 5L /
}";<V ANCHOR 5OLT W/ 2" W ER
j
SET IN SIMPSON HIGH ST NGTH
}
EPDXY -t" EM5ED. MIN 32" OC
MAX.
THICK, 3 CO PORTLAND
aa
CEMENT PL TER APPLIED
lll
DIREC Y TO MASONRY
z
1— ORY GABLE
VAULT CLG.
LOCK WALL
SCALE: 3/4" =1' -0"
Q
na
01
2X6 P.T. SECURED TO
MASONRY w/ 1/2'x%' A.B. w/
2' DIA. WASHERS, rt' MIN.
EMBEDMENT WITHIN W OF
EA. END, 32' O.G. MAX IN
FIELD.
0
08 2' DECK SCREWS ®6'-8'
O.C. MAX a EDGES 4 12' O.G.
MAX IN FIELD. UNTHREADED
'SHANK TO EXTEND BEYOND'
THICKNESS OF SUB -FLOOR
SHEATHING
TYP- 3/4' T4G SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
2x4 5LOCKING 5ETWEEN TRUSSE:5
WHERE "X' BRACING IS PRESENT
-PRE-ENG GA5LE TRUSS
CONT. 2x4 RAT RUN SECURED
(2) 12d's w EACH TRUSS
TO 5E INSTALLED a MID. IN -
OF TRUSS SPAN, OR 10'- " O.G.
MAX.
SEE ENERGY C96E FOR`?S FOR
INSULATION R-)AALUES
otSOARD OR I" HIGH
CLG. BOARD
2x AILER
x4 m 24" O.C. m INTERIOR KNEE
WALL
GONG. FILLED LINTEL 5LK W/ (1)
s. 05 RE5AR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRECAST SILL
(U i15 REBAR VERTICALLY W/
CONC. POURED CELL
Ix2 P.T. FURRING STRIPS w Ifo" O.C.
Q' CMU
I " GYP. WL. 5D.
NOTE::
PER F5CR R905.1.1 - FOR ROOF SLO 5 2:12 TO
LE55 THAN 4:12, A (2) LAYER UNDERLA TIT
SYSTEM IS REQUIRED. FOR ROOF SLOPE
4:12 OR GREATER, (1) LAYER UNDER.LAYME IS
PERMITTED BUT MUST BE PER ASTM D226 TY
11, ASTM D 486S TYPE IV, OR ASTM D 615-t
C
IX4 DIAGONAL BTM.
CHORD BRACING.
SEE PLAN FOR
LOCATION
PRE-ENG'D WOOD
TRUSS (TYP) +a 24"
O-C. MAX
SIMPSON
BETA-16
(TYP) VERIFY
VW/ TRUSS PLAN
GONG. POURED
LINTEL COURSE
IX4 SYP LATERAL
RE-INFORCING 36, O.C.
MAX ® TRUSS 5TM.
CHORD, SECURE W/(3) 10d
NAILS ® EA. TRUSS
CHORD
GABLE END BRACING
E: 1/2"= I'-0"
`00 RING SHANK GUN NAILS
• 6" O.C. IN FIELD
I Tr-. MXT. YNHEATIHINCs 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
AA #: 0003325
F
W
w
U
w
0
F
0.
U
A
F
Stmi)rv. de LOT:
CREEKSIDE
LOT 33
PROJJJ3.CT#
04321.000
MODEL:
4EBB
"1828-CALI"
G'AR,AG'E OWING:
�/+�
RIGHT
PAGE:
SHINGLE MONO.
SECTIONS &
DETAILS
160 MPH EXP C
ARCHITECT -
STATE OF FLORIDA
DATA:
DAT ` 05/18/18
SCA aM 1/4"=1'-0"
SHEET
ID2
IBERGLASS SHINGLES
VER 030 FELT PAPER
I STALLED PER FBCR
2x4 BLOCKING BET W N
RS05.1.1 ON �6" 0.515.
TRUSSES AT FIRST l
FI RGLASS SHINGLES OVER
PROVIDE SAVE
514 ATHING OR �" CPX
BAYS 4'-0' O.C. (A
030
FELT PAPER (OR
BAFFLE OVER THE TOP
P YWOOD SECURED
FIRE LASS SHINGLES OVER
SHEATHING SEAMS
A OVED
EQUIVALENT) ON
OF INSULATION FOR
PER FASTENER
EMBED. STRA
030 LT PAPER INSTALLED
" O.S.B. HEATHINCx OR CDX
CLEAR VENTILATION
SCHEDULE
VERIFY W/ t 55
PE FBCR RR905.1.1 ON j'
PL OOD SECURED PER
PER FBEC R402.2.3
PRE- WO. TRUSS
PLAN
0.6.5. EATHING OR �" CDX
F STENER SCHEDULE
24' O.G. MAX.
PLY Op SECURED PER
PRE-ENG TRUSS
ZIP SHEATHINGS SYSTEM
F TENER SCHEDULE 1 -011
(INSTALLED PER MANUF.
MTL. RIP EDGE
SEE ENERGY CODE oRM5
K/
MTL. D IF EDGE TYf'.
PRE-ENG D. TRUSS
TL. DRIP EDGE
SEE ENERG'r GOD FORMS
SPECS.) OR
WOOD SHEATHING
FOR INSULATION R ALUES
O,H.
2X4 OR 2X6 ASCIA
24" O.G. X.
2x4 OR x& SUS -BAND
FOR INSULATION -VALUES.
2X4 OR 2 FASCIA
PER EL VATIONS
5/8" GYPSUM 80 OR I/2°
HIGH STRENGTH LG. BOARD
PER ELEV LIONS
PE ELEVATIONS
$ GYPSUM BO OR �
WRB LAYER "I,
CONT. 2x4 RAT N SECURED
HIGH S�TRENCxT CLG.
stucco WRAP
DOUBLE TOP P ATE
VENTED ALUM. 5 It
W/ (2) 12d's B CH TRUSS
VENTED
UM. SOFFIT
_ LAYER 02, RTIFIBER
VENTED ALUM. OFFIt
�„
TYP.
WINDOW DEAD R SIZE VARIES
SEE ENERGY ODE FORMS FOR
'`'' BUILDING PAPER
o.H.
PER WINDOW PENING SEE
I/2" CDX OR rt/16" 55
SECURE to WALL P R
INSULATION -VALUES
1,000* UPLIFT
SIMPSON
METAL LATH
HEADER SP N CHART FOR
FASTENER SCHEDUL
5/8 GYP BOARD OR
ONNECTOR
SPZ E
FASTEN TO WOOD STRUCTURAL
MEMBER * T' OG. MAX
I/2" CDX OR I/16" SB
DETAILS
ON SHEET D
I/2 HIGH NGtH CLG.
2 rJ.l-P
2X8 5TU
�ME TEXTURED
SECURE t0 WALL R
FASTENER 5G14EDU
WINDOW A tACHMENt AS PER
OR �/16' ZIP
BOARD
DOUBL TOP PLATE
D TOP
FINISH A WOOD
ON SHEET D
MANUFA URES SPECIFICATIONS
SHEATHING (INSTALLED AMR
WIHEADER SIZE VARIES
PLA E
M' tYPE CONTROL JOINT
FRAME TO BLOCK
0R/I6" ZI
WINDOW ILL
MANUF. SPECS.)
PER NDOW OPENING SEE
CONNECTION SEE DETAIL
SHEATHING SYSTEM
2x6 St PS 8 16' O.C. MAX W/
HEA ER SPAN CHART FOR
ZIP Sl+ 71-IINC
19/DI
(INSTALLED P ER
INSUL. SEE ENERGY CODE
DEt fLS
SYSTEM NSTALLED
" RY WALL
W METAL LATH STRIP
MANUF. SPECS..)
FO FOR INSULATION
WI OW ATTACHMENT AS PER
PER MAN SPECS.)
DIA ANCHOR BOLT
6' WIDE STRIP SELF
ADHESIVE FLASHING, GLEAN
1/8' THICK, 3 COAT
V LUES
1/8" THICK, 3 GOAT
NUFACTURES SPECIFICATIONS
OR
AT 16 O.C. MAX WITH 7
BEFORE APPLYING
CEMENT PLASTER
4 G SUBFLOOR GLUED AND
CEMENT PLASTER
INDOW SILL
WALL
EMBEDMENT AND 2"
" TEXTURED
APPLIED TO METAL
REWED AS PER FASTENER
APPLIED TO METAL
2x6 STUDS a 16" O.C. MAX W/
SI-{EATI-IINCs
DIA. WASI-IER
FINISH ®MASONRY
LATH OVER 2 LAYERS
�
HEDULE ON SHEET Dz
LATH OVER 2 LAYERS
INSUL., SEE ENERGY CODE
e' GMu
OF GRADE "D"
OF GRADE "D'
FORMS FOR INSULATION
2x& SYf= "2
SIMPSON 5Pi
BUILDING PAPER OR
BUILDING PAPER OR
R-VALUES
WOOD STUDS
a EA. 2X8
PAPER BACKED LATH
PAPER BACKED LATH
J' T 4 G SUBFLOOR GLUED AND
AT 12 O.G. MAX
STUD
VERTICAL CONTROL
OVER AN APPROVED
HOUSE WRAP
OVER AN APPROVED
HOUSE WRAP
SCREWED AS PER FASTENER
SCHEDULE
BETWEEN DISSIMILAR
-
ON SHEET D2
'
O
SOLE PLA E
(1) COURSE TIE -BEAM
TERIALS
.'aPOURED
SOLID WITH
TSIE
DETAIL 75/WA2 �
PRE-ENG FLOOR TRUSS
Z
CONCRETE. (1) 05
: N.T.S.
(INSTALL PER MFG. SPECS.
4
REBAR HORIZONTALLY
GONG. FILLED LINTEL
BLK. W/ (1) wo REBAR
" GYPSUM BOARD OR }" HIGH
STRENGTH CLG. BOARD
DETAIL 15/WA2
!0
WEEP SCREED PER
PRECAST LINTEL
T 4 G SUBFLOOR CLUED
ND SCREWED AS PER
CONTINUOUS ® ,.'
IX2 NAILER/DFQAFT STOP
O
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
v
� lu
�
ASTM 92(o-G 1063-G
(SEE DETAIL 2/D3 ®
WINDOW ATTACHMENT AS
F4 ENER SCHEDULE ON
SHEET D2
" GYPSUM BOARD OR }"
0 w
PER MANUFACTURES
SEE ENERGY CODE FORMS
HIGH STRENGTH CLG. BOARD
�
SPECIFICATIONS
GMU)
1=ASTEN 2X4 BBON C
W/ C5) 12d N S A '
FOR INSULATION R-VALUES
IX2 NAILER/DRAFT STOP
U
'�
1'
u-
PRECAST SILL
PRECAST LINTEL
16
CONC. FILLED LINTEL BLK W/
I_Z
O.C. MBAX, IN
PRE EN OR 5S
WI OW ATTACHMENT AS PER
(1) 05 REBAR CONTINUOUS
Z
w
CONCRETE
( INSTALL EC
Ma FACTURES SPECIFICATIONS
EE ENERGY CODE FORMS
0.r z
POURED C L,
2 P.T. FURRING STRIPS
/8' THICK, 3 coat
P/8THICK,
5
D CEMENT
PRE AST CONCRETE SILL
R INSULATION R-VALUES
VERIFY P
Gh" O.C.
GONG. F I L SLK W/
PLASTER APPLIED
P CAST LINTEL
uO
La
PLAN'
8„ U
0 B CONTINUOUS
DIRECTLY t0
MASONR
(I) "5 BAR VERTICALLY
CELL
WIND ATTACHMENT AS PER
Z
O
R-4.1
1/2" YP. WL. BD.
7�T
IBBO iV
W/ CON POURED
5/8" THICK, 3 OAT
MANUF GtURES SPEGIFIGatIONS
13 U
IN CATION
Ix2 P.T.FU ING
PORTLAND NT
PRE-C T CONCRETE SILL
N
(1) *4 NTINUOUS REBAR
FASTENING DET
STRIPS e ° O.G.
PLASTER PLIED
WOOD SE
SCALE: 3/4"=1'-0°
allcMU
DI TLY To
ASONRY
11) *5 REB R VERTICALLY
4
Z
*4 REBA 48" LONG
1/2" GYP. WL. D•
W/ GONG. P RED CELL
-4 qL W/roll HOOK 241, O.C.,
WOOD BASE
Ix2 P.T. FURR G
- -4 z -4
MIN. 24" IN 5 B
STRIPS a 24" C.
0
RNTRu TRUSS
FIN FLR
S' CMU
2'-U" CMIN.
k
w�
1/2" GYP. WL. BD.
AlSHOP
IN SL,A5)
CLARITY (WE
(WE
rsed
z q
WOOD BASE
o.
FLR
W
LL I °
3 1 /2 " CONC., RE I W/ 6 "x6 "
�a
a °
a WI.4XWI.40 WWM ON -MIL
EXTERIOR WALL
C TIO N —
POLY ETHYLENE V POR
SHEArWfWz rsEE
NotES)
'
O O D
RETARDER ON
FASTEN EACH STUD
TO raL. TOP PLATE
W/ USP
2-STORY
2 —STORY
`
WELL -COMPACTED GL AN
SPr24 NAIL
PER MANUF. SPECS.
WALL
WALL
�°
FRAME
TO t m �" 0" &
FILL TERMITE TREATME T
SECTION
SECTION
B LO
C ]K WALL 21-O"
SHALL RE BORA-GARS
CONTINUO
SECTION AT TOP
OF EXTERIOR WALL
SCALE: 3/4"=1'-0"
SCALE: 3/4"=1'-0"
ON COt5 AIR$
ON CHAIRS
n
�J 6CALE: NtS
FIBERGLASS SHINGLES
PRr=_ENG GABLE TRUSS
FIBERGLAS5 SHINGLES
OVER '"30 FELT PAPER
VER #30 FELT PAPER
LLED PER FBCR
PRE-ENG GABLE TRUSS
NOTE.
XTERIOR WALL STUDS 4 PLACE STRAPS SPACED
INSTALLED PER FBCR
°
SPF STIFFBACK (SEE 5EALD TRU55
RR9 ON �° O.S.B.
SPF STIFFBACK (SEE SEALD TRUSS
DIAGON AGE 0
WALL SHEATHINGS AND FASTENED AS
w1tH ONE
SHojNADDITIONAL
RR905.1.1 ON O.S.B.
ENG, PACK FOR SIZE 4 CONNECTION)
.f
ENG. PACK FOR SIZE CONNECTION)
CENT OF TRUSS
ADDITIONAL S At
SHEATHING OR }' CDX
2x4 5PF BLOCKING BETWEEN
SHEATHIN "CDX
PLYWOOD S RED
2x4 SPF BLOCKING BETWEEN
S OR HIGHEST
FASTEN STUD O BLOCK WALL EACH wlNDow sruD
w1rH usP MST STRAP WITH
PLYWOOD SECURED
TRUSSES At FIRST l5) BAYS 4'-0'
PER FASTE
TRU55ES At FIRST (5) BAYS 4'-0"
IDGE. DIAGONAL
FASTENERS AS 8 INSTALL
PER FASTENER
O.G. (AT SHEATHING SEAMS)
SCHEDULE
O.G. (At SHEATHING SEAMS.)
BRACE t0 BE ANY
SCRAP • EA E uNA)
SPACE STRAPS AS F
< t COMMON NAILS
OWS:
SCHEDULE
NOTE
SPAN 15'-0' OR
T TUD (0.148 DIA X 1 1/2"
MTL. DRIP EDGE
DIAGONAL BRACE
MTL. DRIP EDGE
GREATER. REFER TO
-110 MPH 'e': 32'
o )
PRE-ENG
D. SS 2 CENTER OF TRUSS SPAN OR
2X4 OR 2X6 FASCIA
PER ELEVATIONS
7RU 24
TRUSS ENG. FOR
-I60 MPH 'c': 3r
150 MPH 'B: 48
oc. STRAPS INSTALLED
OG. OVER WALL SI IEATHItKs
2X4 OR 2X6 FASCIA
O.C. MAX.
HIGHEST RIDGE. DIAGONAL
BRACE TO BE a ANY SPAN
SECURED W/ (3) 12d
HORIZONTAL TRUSS
TOP OF sT40 MP14 Cl 48'
_
oc
PER ELEVATIONS
15'-0" OR GREATER REFER
NAILS
REINFORCEMENT.
SOLE PLAT
FILL ALL REMAINING STRAP
SECURED W/ (3) 12d
SECURE TO
TO TRUSS ENG. FOR
SEE FASTENER SECURE to
, /�
0'-0' t0 30'-0" (U
HOLES W/ 10d NAILS INTO
NAILS
TRUSS W/
ADDITIONAL HORIZONTAL
SCHEDULE ON SHEET TRUSS W/
X-BRACE
wooD BacKING
1/2" CDX OR 1/16' o5B
(2) 12d
TRUSS REINFORCEMENT.
D2 FOR SHEATHING
FASTENER PATTERN
(2) 12d
30'-1" TO 60'-0" (3)
IN
TOP �RESTT
SECURE t0 WALL PER
FASTENER SCHEDULE
NAILS
0'-0' TO 30'-0' el)
1/2" CDX OR 1/16' 055
NA
X-BRACE (I) X-BRACE
a CENTER AND (2)
M�ONR;r WALL -
POLPLACE
TO
OF CMU BLOCK WALL
ON SHEET D2
X-BRACE
30'-1" TO 60'-0" (3)
SECURE TO WALL PER
FASTENER SCHEDULE
BRACE DIVIDED
EQUALY FROM CENTER
CONNECT BOTTOM OF
=
OR �/16" ZIP SHEATHING
SYSTEM (INSTALLED PER
X-BRACE (I) X-BRACE
ON SHEET D2
t0 END
STRAP to GMU BLOCK WALL
wi rt� 3n4' DIA x I-va'
MANUF. SPECS.)
ji
0 CENTER AND (2)
R 7/I6" ZIP SHEATHING
CMUSLOCKWALL
rAPGONMASONRT
WS
WEEP SCREED, SEE
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
-III
DETAIL 15, SHEET WA2
(2) 12d's 8 EACH TRUSS
t0 END
2X4 W/ 3/8 X 5 LAG
(2) 12d's g EACH TRUSS
ABLE END
2X6 P.T. SECURE W/
(2) 2x4 02 S.T.P. DIAGONAL
BRACE W/
GABLE
632" O.G. MAX.
(2) 2x4 02 S.Y.P. DIAGONAL BRACE W/
(3) 12d's a EACH TRUSS DIAGONAL
C S
1/2'X9" ANCHOR
BOLL 32 O.G. MAX.
(3) 12d's w EACH TRUSS DIAGONAL
X-BRACINCs t0 COVER 5-TRUSSES X— BRACING
SIMPSON MST 4 a
11
3a .c. MAX.
D TOP PLATE
X-BRACING To COVER 5-TRUSSES BRA
I/z" HIGH
VT ERIOR
TO FIRST
STUD WALL CONNECTIO
FLOOR MASONRY WALL
NAIL GABLE t0 2X6
BOARD OR 1/2"
HIGH
5/8' GYPSUM BOARD OR
W/ 12d NAILS 6 O.C.
5/8" G'1•PSUM
STRENGTH CLG. BOARD
„-
SCALE. 3/4 = I -m
2 UP 16" O.C. MAX.
STRENGTH CLG. BOARD
„=
SCALE: 3/4 - -
3 SCALE: NTS
MAX.
If
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
w
rn
U
w
`.
0
4
a
U
w
A
F
q
StTBDiv. da LOT:
CREEKSIDE
LOT 33
PROizcT#
04321.000
MODICL:
4EBB
"1828—CALI"
GARAGE 8TnNG:
RIGHT
PAGE:
SHINGLE MONO.
2—STORY
WALL
SECTIONS 1, NOTES
160 MPH EXP C
ARCHITECT -
A. ABOUC�ACRA
NO 93723 d
DA ate ` 05/18/18
DATE: _
SCALE: 1/4 $,=f _ o$f