HomeMy WebLinkAboutBUILDING PLANS PAGE 1-15• STATE OF
FLORIDA
CERTIFIED
BUILDING CONTRACTOR:
D.R.
HORTON HOMES
1430
CULVER DRIVE NE
PALM
BAY,
FL 32907
TEL:
(321)
733-7092
FAX:
(321)
733-7972
• STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
AR NO. 93723
A.B. DESIGN GROUP, INC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
REVIEW BY
BUILDER ASSUMES ALL Ll
CONTRACT DOCUMENTS.
ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN
S DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER
CAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT
3ED 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
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN BFI's IN
WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN
GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF
CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN
GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION
BASED ON THE DRAWING SET.
55
1828
12
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
LIVINCs
1828 50. FT.
GARAGE
430 5Q. FT.
ENTRY
16 5Q. r-T.
LANAI
88 SQ. FT.
TOTAL
2362 SQ. FT.
A/C VOLUME 16086.5
ABBREVIATIONS
ABV.
ABOVE
LAV.
LAVATORY
A/C
AIR CONDITIONING
LUM.
LUMINOUS
ADJ.
ADJUSTABLE
M.C.
MEDICINE CABINET
ALT.
ALTERNATE
M.
MANUFACTURER
AMP.
AMPERAGE
MIN.
MINIMUM
BD.
BOARD
MID.
MOUNTED
CL
CENTER LINE
MIL.
METAL
CAB.
CABINET
N.T.S.
NOT TO SCALE
CLG.
CEILING
O.C.
ON CENTER
CLR.
CLEAR
PL
PROPERTY LINE
CONC.
CONCRETE
P.H.
PUSH BUTTON
CPT.
CARPET
PH.
PHONE
C.T.
CERAMIC TIDE
PIT.
PLATE
D.
DRYER
PLYWD.
PLYWOOD
DBL.
DOUBLE
PR.
PAIR
D.G.
DUAL GLAZED
P.T.
PRESSURE TREATED
DIA.
DIAMETER
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
SHT.
SHEET
ELEV.A.
ELEVATION
SHTHG.
SHEATHING
EQ.
EQUAL
SHWR.
SHOWER
EXH.
EXHAUST
SDI.
SIMILAR
EXT.
EXTERIOR
SL.
SLIDING
F.G./FX .
FIXED GLASS
SL. GL.
SLIDING GLASS
F.G.
FUEL GAS
STD.
STANDARD
FIN.
FINISH
SWS
SHEAR WALL
FLR.
FLOOR
SECTION
FLUOR.
FLUORESCENT
SC
SOLID CORE
FR. DR.
FRENCH DOOR
TEMP.
TEMPERED GLASS
FTG.
FOOTING
THK.
THICK
GA.
GAUGE
T.O.C.
TOP OF CURB
GAR.
GARAGE
T.O.P.
TOP OF PLATE
GAR. DISP.
GARBAGE DISPOSAL
T.O.S.
TOP OF SLAB
G.F.I.
GROUND -FAULT CIRCUIT
TYP•
TYPICAL
INTERRUPTER
U.N.O.
UNLESS NOTED
GL•
GLASS
OTHERWISE
GYP. HD.
GYPSUM BOARD
V.P.
VAPOR PROOF
H.B.
HOSE BIB
W.
WASHER
B.C.
HOLLOW CORE
W/
WITH
HDR.
HEADER
WD.
WOOD
HGT. OR HT
HEIGHT
ME
WINDOW
INSUL.
INSULATION
W/H
WATER HEATER
INT.
INTERIOR
W.I.
WROUGHT IRON
TERM:;_QUIRED
ALL MANUFACTURES LABM SHOWING
U FACTORS AND SHOO COMPLIANCE
WITH FBC ENERGY CODE MUST
REMAIN ON ALL ODORS 14D M CVED
UNTIL INSPECTIONS ARE
CONCE1I FD FASTENERS OR ATTACHMENTS
A. 'ESPONSIlILITVOFTHE
L ^TON OF RECORD
THESE PLANS AND ALL PROPOSED WORK
ARE SUB.:ECT TO ANY CORRECTIONS
REOU! _- BY FIELD INSPECTORS THAT
MAY_r •IECESSARY IN ORDER TO
cc.' - 4ITH ALL APPLICABLE CODES.
REVISIONS
INDEX OF DRAWINGS
REV.
DATE
DESCRIPTION
SHEET # DESCRIPTION
--
01
29
14
BID SET ISSUED
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Cl-COVER PAGE
GN-GENERAL NOTES
1 -FOUNDATION PLAN
1A-DOWEL PLAN SCANNED
iB-LINTEL SCHEDULE (CAST-CRETE) By
1B.1-SAFE LOAD TABLES
2 -FLOOR PLAN
3D-ELEVATIONS "D" `�U%
4D-FRAMING PLAN
4.1-CONNECTOR SCHEDULE T.LUlffVlyCIF COI'N*TV r"T lnr-c-
5-ELECTRICAL PLAN ;0 IL
ua Iw\ ua V
6-HVAC PLAN DATE
pLANs ADD P \11 NIUS N6ItEPT
DI -FOUNDATION DETAILS/SECTIONS I�sPECT10� WILL 811 BLADE.
D2-1-STORY WALL SECTIONS & DETAILS
D3-2-STORY WALL SECTIONS DETAILLS
D4-MISC. DETAILS
D5-PRODUCT APPROVALS
WA1-WALL ASSEMBLY DETAILS
WA2-WALL ASSEMBLY DETAILS
WA3-WALL ASSEMBLY DETAILS
WA4-WALL ASSEMBLY DETAILS
WA5-WALL ASSEMBLY DETAILS -WINDOW FLASHING
WA6-WALL ASSEMBLY DETAILS -SUB -BAND
--
02 27 14
CONSTRUCTION DOCUMENTS COMPLETE 160-C ABS
--
06 05 14
RANEY 160-C TRUSS ENG. ELEV. "C" & "D"
--
12 11 14
A.B. MODEL CLEAN UP - J.M.
--
07 01/15
FBCR 5TH EDITION 2014) CODE UPDATE
--
07 12 16
QUARTERLY REVISIONS
--
01 15 18
2017 FBC UPDATE
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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W
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A
F
F:
stmDm Ae LOT:
CREEKSIDE
LOT 52
PROJECT*
04321.000 052R1
3tODEIa
4EBB
"1828—CALI"
GARAGE GT ING1:
LEFT
PAGE:
COVER
PAGE
160 MPH EXP C
DATDATE: 06/01/18
DA.
BCALE: 1/4'"=1'-0"
S EZEET
c1
File Copy
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 6TH
EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10.
COMPACT TO 95% MAXIMUM DRY DENSITY [IETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY
SO THAT EROSION WILL NOT OCCUR IN THEFOUNDATIONS.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS,
7.
COMPACT
N BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
A. FLOOR LIVE LOADS R301.5 (PSF)
I. SLEEPING ROOMS
30
8.
DO NOT RAC
FILL UNTIL SLABS HAVE CUREDOR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
II. 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 GENE
CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
VI. STAIRS
40
VI I. ALL OTHER ROOMS
40
11.
THIS BUILDII
IG IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION
OF THE FINK
ED FLOORSLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING
B. FLOOR DEAD LOADS R301.4 15 (PSF)
JURISDICTIO
q, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
C. ROOF LIVE LOADS R301.6 **
I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6OF THE FBCR 6TH EDITION (2017)
D. ROOF DEAD LOAD (PSF)
I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10)
II. CONCRETE TILES 25 (TCDL 15 & BCDL 10)
E. WIND LOAD CRITERIA
I. BASIC WIND SPEED
II. EXPOSURE CATEGORY
III. WIND DIRECTIONALITY FACTOR (KD)
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS
V. RISK CATEGORY
VOLT--160 MPH, VASD=124 MPH
C
0.85
±0.18
I I
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING
OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION
OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND
INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 6TH
EDITION (2017).
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE
ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
10, FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR 310.2.1.
12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR 310.2.1.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR 160 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. PER FBCR 6TH EDITION (2017) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES
SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 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'/ -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/2-INCH GYPSUM BOARD OR EQUIVALENT.
ISITE 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
I IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE
CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
3 RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON
AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED
OTHERWISE.
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN 1/2 THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING.
12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 3/,".
4. PROVIDE 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 3/4"
7. PROVIDE 6-MjL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. EAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
RAAQnKIDV
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 = 1500
PSI.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
6. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BEDJOINT 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
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO.
Fb=1,100PSI Fv=175PSI E = 1,400,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO, RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OTHERWISE),
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS,
6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 & R802.7. OF THE FBCR 6TH EDITION (2017).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD, 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10. FLOOR SHEATHING SHALL BE APA RATED '/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING OR 7/16 ZIP SHEATHING
SYSTEM,
12, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH a STRUCTURAL LUMBER SYP #2.
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
CONSTRUCTION.
15 TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS,
CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN
ACCORDANCE WITH ANSI A58.1-1982.
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240,
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS ORTO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
" 4 , ( )
FOR MORTAR JOINT THICKNESS TOLERANCES.
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 NUWI(3ER OF BOLTS/NAILS AS RECOMMENDED BY THE
6.
GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA
MANUFACTURER IN THE LATEST CATALOG.
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R606.2.11.OF THE FBCR 6TH EDITION (2017).
19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 6TH EDITION (2017).
7.
FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
8.
MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX).
3. CONDENSATION LINES SHALL BE MINIMUM 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 REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
REINFORCED CONCRETE STRUCTURES, ACI 315, THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS,
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 6TH EDITION (2017).
ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P29M 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, %" THICK, OVER FRAMED WALLS APPLIED OVER
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK,
WHERE APPLIED OVER MASONRY OR CONCRETE.
5.
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la &
HOOK AT ENDS, STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE.
ASTM-C1063-12a.
3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT
6.
CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
LIMITED TO:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3"
ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS
I. #5, W31 OR D31 AND SMALLER 2"
PIPE PENETRATION DETAILS VENT PENETRATION DETAILS
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS
I. #11 AND SMALLER 3/"
CASING BEAD DETAILS DRIP EDGE DETAILS
D. BEAMS, COLUMNS:
CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/"
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 R7037 OF THE FBCR, 6TH EDITION (2017)
APPROVAL of THE ARCHITECT
FIRE-RESISTANT CONSTRUCTION
TIMBER
UNDER STAIR PROTECTION:
1.
ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7,
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
EXTERIOR CEILINGS
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING
I 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
TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) .
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07)
1441 N. RONALD REAGAN BI
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdeslgngroup.com
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PH: 407-774-6078
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MANUFACTUi;ER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR
GREATER CAPACITY THAN THE VALUES STATED
CAST•4cRET'e LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYFE
COMMENTS
L 1
17'-4'
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L 2
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8FI6-05/IT
L 3
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8F16-15/IT
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160 MPH EXP C
ARCHITECT
STATE OF FLORIDA
JOT
?61A. ABOU6iACRA
AR NO 93723
DATE: 06/01/18
SCALE: 1 /4"=1'— 0"
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File Copy
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
8" PRECAST & PRESTRESSED U-LINTELS
<^"406"
GRAVITY
TYPE
LENGTH
SUS
8F8-OB
8F12-OB
8F16-0B
8F20-OB
8F24-OB
8F28-OB
8F32-OB
8F8-1 B
8F12-1 B
8F16-1 B
8F20-1 B
8F24-1 B
8F28-1 B
8F32-1 B
2'-10" (34") PRECAST
2302
3166
4473
6039
7526
9004
10472
11936
3166
4473
6039
7526
9004
10472
11936
3'-6" (42") PRECAST
2302
3138
3377
4689
6001
7315
8630
9947
r 3 666
4473
6039
7526
9004
10472
11936
4' 0" (48") PRECAST
2029
2325
2496
3467
4438
5410
6384
7358
2 446
4473
6039
7526
9004
10472
11936
4'-6" (54") PRECAST
1651
1787
1913
2657
3403
4149
4896
5644
2170
4027
1 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
1 3396
5260
7134
8995
6890
7' 6" (90") PRECAST
767
1029
1675
2385
1994
2439
2886
3333
1029
1675
2610
3839
5596
6613
5047
9'-4" (112") PRECAST
573
632
1049
1469
1210
1482
1754
2027
768
1212
1818
2544
3469
4030
3127
10' 6" (126") PRECAST
456
482
802
1125
915
1122
1328
1535
658
1025
1514
2081
2774
3130
2404
11'-4" (136") PRECAST
445
598
935
1365
1854
2355
1793
2075
598
935
1365
1854
2441
3155
4044
12'-0" (144") PRECAST
414
545
864
1254
1689
2074
1570
1818
555 1
864 1
1254
1693
2211
2832
3590
13'4" (160") PRECAST
362
427
726
1028
1331
1635
1224
1418
485
748
1076
1438
1855
2343
2920
14'-0" (168") PRECAST
338
381
648
919
1190
1462
1087
1260
455
700
1003
1335
1714
2153
2666
14'-8" (176") PRESTRESSEDrN.
NR
NR
NR
NR
NR
NR
NR
465
765
1370
2045
2610
3185
3765
15'-4" (184") PRESTRESSED
NR
NR
NR
NR
NR
NR
NR
420
695
1250
1855
2370
2890
3410
1 T-4" (208") PRESTRESSEDN.R.
NR
NR
NR
NR
NR
NR
NR
310
530
950
1400
1800
2200
2600
19'-4" (232") PRESTRESSEDN.R.
NR
NR
NR
NR
NR
NR
NR
240
400
750
1090
1400
1720
2030
21'-4" (256") PRESTRESSEDNR
NR
NR
NR
NR
NR
NR
183
330
610
940
1340
1780
2110
22'-0" (264") PRESTRESSED
NR
NR
NR
NR
NR
NR
NR
160
300
570
870
1250
1660
1970
24'-0" (288") PRESTRESSED
N. R
NR
NR
NR
NR
NR
NR
NR
130
240
470
720
1030
1350 1
1610
8" PRECAST & PRESTRESSED U-LINTELS
UPLIFT
LATERAL
LENGTH TYPE
8F8-1T
8F12-1T
8F16-1T
8F20-1T
8F24-1T
8F28-1T
8F32-1T
8U8
8F8
8F8-2T
8F12-2T
8F16-2T
8F20-2T
8F24-2T
8F28-2T
SF32-2T
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
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
1 2435
3171
3913
4658
1 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
T-6" (90") PRECAST
959*
912
1475
1914
2354
2797
3240
591
657
990
1029
1466
1907
2351
2797
3245
9'-4" (112") PRECAST
801*
612
980
1269
1560
1852
2144
454
630
801
755
1192
1550
1910
2271
2634
10'-6" (126") PRECAST
716*
asa
793
1027
1261
1496
1731
396
493
716
611
1039
1389
1711
2034
2358
11'-4" (136") PRECAST
666*
439
sss
899
1104
1309
1515
363
556
666
535
905
1295
1595
1896
2198
12'-0" (144") PRECAST
607*
400
631
816
1001
1186
1372
340
494
631
486
818
1209
1 1514
1799
2086
13-4" (160") PRECAST
500*
340
532
686
841
997
1153
302
398
573
409
682
1004
1367
1637
1 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") PRESTRESSED
127
165
244
312
380
447
515
N.R.
135
124
F186
290
408
538
680
833
*REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
41C^W44194
GRAVITY
TYPE
LENGTH
8RU6
8RF6-OB
8RF10-OB
8RF14-06
8RF18-OB
8RF22-OB
8RF26-OB
8RF30-OB
8RF6-18
8RF10-1B
8RF14-1B
8RF18-18
8RF22-1B
8RF26-18
8RF30-16
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
1 9416
10878
5'-8" (68") PRECAST
785
832
1602
1550
2058
2566
3075
3585
1153
2162
4074
6472
6516
5814
6839
5'-10" (70") PRECAST
735
779
1500
1449
1924
2400
2876
3352
1103
2051
3811
6472
6516
5450
6411
6'-8" (80") PRECAST
822
907
1677
2933
2576
3223
3872
4522
907
1677
2933
4100
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
4^=64ffm
UPLIFT
LATERAL
TYPE
LENGTH
8RF6-1T
8RF10-1T
8RF14-1T
8RF18-1T
8RF22-1T
8RF26-1T
8RF30-1T
8RU6
8RF6
8RF6-2T
8RF10-2T
8RF14-2T
8RF18-2T
8RF22-2T
8RF26-2T
8RF30-2T
4' 4" (52") PRECAST
1244
1573
2413
3260
4112
4967
5825
932
932
1244
1519
2339
3170
4008
4850
5696
4'-6" (54") PRECAST
1192
1507
2311
3121
3937
4756
5577
E85
853
1192
1455
2240
3036
3837
4643
5453
8" (68") PRECAST
924*
1172
1795
2423
3055
3689
43255'
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
1995
516
614
533
527
1009
1369
1728
2088
2450
'REUU.:E VALUE BY lb% FUI{ URAUE 4U FIELD REBAR
#5 REBAR AT TOP
MIN. (1) REQ'D
• ° � TYPE DESIGNATION 1-1/2"CLEAR
J
F = FILLED WITH GROUT / U = UNFILLED ¢ i f
C.M.U.
QUANTITY OF #5 REBAR AT <
BOTTOM OF LINTEL CAVITY � ?
°.. GROUT
8F16-1 B/1 T #5 REBAR AT BOTTOM
} L • • OF LINTEL CAVITY
NOMINALWIDTH J QUANTITYOF#5
NOMINAL HEIGHT REBAR AT TOP 7-5/8"ACTUAL BOTTOM REINFORCING
PROVIDED 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 6-112'.
2. Shore filled lintels as required. Safe loads for all recessed lintels based on 8" nominal bearing.
2. f'c prestressed lintels = 6000 psi. 9•
3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 3. Installation of lintel must comply with the architectural and/or structural drawings. 2. N.R. = Not Rated.
4. Concrete masonry units (CMU) per ASTM C90 w/ 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 3. Safe loads are total superimposed allowable load on the section specified.
vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar.
minimum net area compressive strength = 1900 psi. g
5. Rebar provided in precast lintel per ASTM A615 GR60. 5. All lintels meet or exceed 1-1360 vertical deflection, except lintels 17'-4" 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 Field rebar per ASTM A615 GR40 or GR60. y above the precast lintel.
6. Prestressing strand per ASTM A416 grade 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only.
270 low relaxation. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 7• The designer may evaluate concentrated loads from the safe load tables by
7. 7/32 wire per ASTM A510. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. calculating the maximum resisting moment and shear at d-away from the face of support.
8. Mortar per ASTM C270 type M or S. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 8. For composite lintel heights not shown, use safe load from next lower height.
9, All safe loads in units of pounds per linear foot.
1441 N. RONALD REAGAN Bt
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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LOT 52
PROJMCT#
04321.000 052R1
3MOMM
4EBB
"1828—CALI"
GARA03E BVrMWG:
LEFT
PAGE:
SAFE LOAD
TABLES
160 MPH EXP C
f PFn4T
DATA: 06/01/18
—
131CAL8l: 1 /4"=1'— 0"
8HEE P
File Copy
GROUND
SNOW
LOAD
WIND DESIGN
SEISMIC
DESIGN
CATAGORY°
SUSJEGt TO DAMAGE FROM
WINTER
DESIGN
TEMP
ICE 5ARRIER
UNDERTLAYMENT
iZEQUIR1=Dh
FLOOD
HAZARDS 8
AIR
FREEZING
INDEX'
MEAN
ANUAL
TEMP?
qpEEDd
(MPH)
TOPOGRAPHIC
EFFECTSk
WEATHERING"
FROST LINE
DEFDTHb
TERMITE
NA
160 C
NA
NEGLIGA15LE
NA
I VERY HEAVY
42
NA
SEE SURVEY
NA
NA
FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN
ACCORDANCE WITH SECTION F5C R302.9.1 THROUGH FBC R301.S.4
FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN
ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH F5C R302.10.5
COMPONENT AND CLADDING WIND LOADS
BASK WI'D E FOR 3 SECOND OUSTS
OPEW=
SOUARE
ZONE
10D MPH WIND M
REMARKS
AND TYPE
FOOTAGE
MIN. WINDOW
10
5
34/-45
CRITERIA
EXTERIOR SWING
21
5
32/_42
DR. MIN. CRITERIA
S.G.D. MIN.
72
5
30/-37
CRITERIA
8010 O.H.U.
56
5
30/-38
16070 O.H.D.
112
5
29/-35
SOFFIT
N/A
5
31.6/-38.8
-68.29/
IF
ROOF TILE
N/A
3
-5829
APPLICABLE
BASIC WIND SPEED MPH = 160 (Vult) INTERNAL
PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II,
EXP.=C, MEAN ROOF HT. = 15'-9"
PRESSURES HAVE BEEN MODIFIED PER FBCR R301.2.1
TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD
VALUES FROM THE PRODUCT MANUFACTURER.
WALLS
4
t t i V g
3 (k) I( e I(D f
o S 1
� i A
{ P I
GABLE ROOFS
For t. I foot = 304 S intrr" I degree = 0.0175 -fad,
Nude. a = 4, feet in all cases.
GABLE ROOFS
0<100
(D
HIP ROOFS
10"'<0S30°
FIGURE R301. (7)
COMPONENT AND CLADDING PRESSURE ZONES
13gl_RII
111_01,
3a
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I'-411
(2) 3052-5H
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6068 SGD. I
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HEADER ®
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(2)
3052-5H
EGRESS
2'-8'
16'-fD' 2'-8"
('3'-10"
4'-0"
0'-0,
21'-4"
4'-4"
14'-0"
FL O O R PLAN
1N
NOTE:
-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
-OTHER OPENINGS 5ETWEEN THE GARAGE AND RESIDENCE SHALL 5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS
THAN 1 3/8" (35 MM) IN THICKNESS, SOLID ORHONEYCOMB-GORE STEEL pOORZS NOT LESS THAN 13/8" (35 MM) THICK, OR
20-MINUTE FIRE -RATED DOORS.
EXTERIOR MASONRY
WALL 5RG. HEIGHTS
- - 1
D5L-_�
TOP
PLATE 6
m
A BAR DETAIL
SCALE: 1/2"= P -0"
Fro
O VANITY p VANITY
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 052R1
MODEU
4EBB
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"1828-CALI"
GARAGE 8 nMG:
LEFT
PAGE:
FLOOR
PLAN
160 MPH EXP C
DATE:
®GALE: 1/4"=1'-0"
File Copy
]SEA EMEVATION
TEXTURED FINISH
OFF RIDGE VENT
OL S'-S" BRCS. HGT.
011
0'-0' 1=1N. 1=LR.
OFF RIDGE VENT
�r I�
r- t-
0-0' FIN. F R. L
"IGHT ELEVATION
TEXTURED FINISH
8'-S' 5RG. HGT.
0-0' FIN. FLR. L
LEFT
TEXTURED FINISH
OFF RIDGE T
-
ELEVATION
OFF RIDGE T
FRONT ELEVATION
TEXTURED FINISH
NOTE: WALL FENESTRATION FLASHING AS PER FBGR R103.4
I'-0
S'-S" IBRG. HGT.
-0.
I J, 0'-0' FIN. FLIP,
. 0'-0" FIN. FLR.
-E
17 OR
%LENT
7 -:Xd vs u
' 1=YPON
!R OR
aLENT
3ED
(TYP.)
:IN. FLR.
MODEL 1828-CALI-4EBB
AREA OF ATTIC
= 2450 SQ. FT.
NET FREE VENTILATION AREA RI
1/ 300
REQUIRED VENTILATION AREA
= 2450 /300
= 8.17 SQ. FT.
8.17
= 1176 SQ. IN.
MIN. REQUIRED VENTILATION
= .4X 1176
IN UPPER PORTION OF ATTIC
= 470.4 SQ. IN.
(BALANCE TO BE PROVIDED IN
SOFFIT VENTS)
OFF RIDGE VENTILATION AREA
= 115 SQ. IN. PER VENT (netfree 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
r
1
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- I J
I �
(MOUVE� DETAIL
ri 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
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04321.000052R1
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ELEVATIONS
„D„
Q160 MPH EXP C
DA��., 06/01 18
8CALM 1/4"=1'-0"
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File Copy
Ix4 DIAL. 157M.
CHORD BRACINCs,
TYP.
IX4 51M. CHORD BRACING
I2' O.C. MAX SECURED W/
(2) Od COMMON NAILS •
EA. CHORD INTERSECTION,
TYP.
IX4 DIAL. 151"M. CHORD
BRACING, 1'YP.
FRAMING
P LAN
GABLE END BRACING
SEE DTL. '4' SHEET 02
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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CREEKSIDE
LOT 52
PROJECT*
04321.000 052R1
MODEZA
4EBB
"1828—CALI"
GARAGE OWING:
LEFT
PAGE:
FRAMING
PLAN
160 MPH EXP C
]D AT ` 06/01/18
DATA:
8CALE: 1/4 11=11- 0"
sHERR'
File Copy
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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CREEKSIDE
LOT 52
PROJECT#
04321.000 052R1
MODELA
4EBB
"1828-CALI"
GARAGE OWMG:
LEFT
PAGE::
CONNECTOR
SCHEDULE
160 MPH EXP C
" ` 06/01/18
DATE:
BCALM: 1 /4"= V — 0"
BERET
4.1
File, COPY
ELECTRICAL LEGEND
SYMBOL DEFINITION I NOTES
- } t25V OUTLET 70 AMP SINGLE POLE
lov OUTLET
I 110V OUTLET I Irz OF OUTLET WIRED '
TO SWITCH
GFI I 110V OUTLET IMTERUPMR TAMPER �I
RF6t6'rANT ITPE)
220V OUTLET 1(4) WINE CONNECTION
GFI I OUTLET
ATE QP'6�°P I NTE EGROUND P R AULT
BWITC4
BLUITC44 I 3-WAY OPER.
,V4 BWIT04 4-WAY OPER
WALL MOUNTED
LKs44T
GEILW3 LK•HT
I 'D1) VP I uAGHT
F`OR COOP
RECESSED CAN
�- WALL SCONCE
PRE -BARED
® VENT. FAN 1 a" PER SO. PT.
IVENT. MAN W/LIG4T I I CFM PER SO FT. I
FIXTURE
(BPEC'8 TSD BY
N III rfCof
2-BULB UIVAP
AROUND
�= = d 1 T r-LUOREOCENT
_ = _ --=(' 4' FLUORESCENT
4' TRACK L044T
0 I PANEL
METER
• S.D.
BACK-UP
eMOKE DETECTOR
W/ 14ATT.
1114RDWIRE
WALL MOUNTED
BATT. SACK -UP
FOB .1
SMOKE DETECTOR
W/ 4ARDWI
C MxIDE HAI4JWIIC
® S/C.O SMOKE DETECTOR INTER -CONNECTED
COMOO SF4ALL SE A DISTANC
OF NOT LESS THEN 4'
PENDANT LIGHT
TV. I 1 TELEVISION JACK
TO BE SUPPORTED M
O J-BOX ACCORDANCE V BW
MARI4ED AS SU04 PM
CEILIN3 r-/Nl/LICsHT IACCORDANCE Bu BOX
MARICED AS SUC4 FOR
HOOD LIGHT
II C I I KETPAD Rlti- I I
P.B. PU64-BUTTON FOR CHIMER
4-� UM PORT
LOCATION OF TV JACKS 4 PHONE OUTLETS 1
FANS TO 5E VERIFIED m HOMEOWNER
PRE -CONSTRUCTION MEETING.
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO 5E ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF FBCR 6114
EDITION (201-1).
20 AMP DEDICATED LAUNDRY CIRCUIT.
GPI 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
MI5014 FBCR 6TH EDITION (2017).
LAUNDRY ROOM RECEPTACLE SHALL 5E
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING METHOD SHALL 5E NON METALLIC
CAALE PER ELECTRICAL PROVISIONS OF
FBCR 6TH ED (201-1).
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE F15CR 6TH ED (2011).
ALL LAMPS SHALL 5E SELECTED 5Y
-----------------------------
OPT.
/
COACH
LIGHT
'ELECTRICAL PLAN
W P Panel MAIN - A
PANEL: 8/16 wp on breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.B
FEEDER: 3-#1 Cu THWN & 1-#6 Cu (G) in 1 1/2" C. OR 3-#2/0 AL THWN & 1-#6 Cu (G) in 1 1/2" C.
Wire
Pole
Bkr
Description
I Watts
I Circuit I
I Circuit
I Watts
I Description
Space
Space
Bkr
Pole
Wire
#12
1
20
Exterior Receptacle GFI for TUG
1 1200
1 1 1
F 2
#12
2
20
Irrigation Pump
1000
3
4
5
6
5304
A/C C.U.-1
35
2
#8
Space
7
8
PANEL - A
PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O.
FEEDER: 3-#1 Cu THWN & 1-#6 Cu (G) in 1 1/2" C. OR 3-#2/0 AL THWN & 1-#6 Cu (G) in 1 1/2" C.
Wire
Pole
Bkr
Description
Watts
Circuit
Circuit
Watts
Description
Bkr
Pole
Wire
# 12
1
20
Small Appliance
1500
1
2
8000
Range
50
2
#6
#12
1
20
Microwave / Hood GFI
1800
3
4
#12
1
20
Small Appliance
1500
5
6
4500
Water Heater
25
2
#10
#12
# 12
1
20
Refigerator
1500
7
8
# 12
1
20
Dining Receptacles AFCI
1500
0
10
1200
Disposal GFI
20
1
#12
1
20
Bath GFI Receptacles
1200
11
12
1500
Dishwasher GFI
20
1
#12
#14
1
15
Foyer / Hall / Bed. #2 & #W Bath #2 AFCI
900
13
14
5000
Dryer GFI
30
2
#10
#14
1
15
Living Room, Lanai Lights AFCI
900
15
16
#14
1
15
Kitchen, Pantry, & Dining Lights & Rcpts AFCI
900
17
18
1500
Washer GFI
20
1
#12
#14
1
15
SD & C/O AFCI
900
19
20
1000
Garage Door Opener GFI
20
1
#12
#12
1
20
Laundry / Bed #4 / Den AFCI
1200
21
22
1200
Garage Lights and Receptacles GFI
20
1
#12
Space
23
24
900
Owner's Suite A FCI
15
1
#14
_
Space
25
26
900
Owner's Bathroom AFCI
15
1
#14
Space
27
28
900
Exteror Lights and Recept GFI
15
1
#14
Space
29
30
1000
Irrigation controls only
20
1
#12
Space
31 1
1 32
Space
Space
33
34
Space
Space
35
36
Space
Space
37
38
Space
#8
2
35
A/C AHU-1
(Heater 5 KVA at 65%
5525
39
40
Space
41
42
Space
Load subject to demand factor calculations / line
1 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 A/C load
10829
LOAD CALCULATION IS BASED ON AUC NON -COINCIDENT LOAD
Total Connected Load Watts
34269
Total Amps (watts 1240 wits)
142.8
General Lighting & Receptacle Load
Total A/C Square Feet
1828
General Us & Rec 3 W / Sq. Ft.
5484
Hi -Hats 1 at 65W/Li ht at 100%
65
Total General Lights & Rec (Watts)
5549
Ckts# Arattslckt Total watts
General Us & Rec Panel A
91
617
W491
1EDID At" IF ELEG:TRIGAL RISER
NOT TO SCALE.
GENERAL NOTES:
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 6TH
EDITION (2017)LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
5, ALL CONDUCTORS SHALL 5E TYPE TH14N/THU-1 UNLESS
NOTED OTHERWISE.
POWER COMPANY
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY
ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN
1-1/2" DIA SCHEDULE W PVC CONDUIT OR PROVIDE 3
02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE 15 PROVIDED 5Y THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO 51D.
PROVIDE 3*2/0 CU, THWN + 1% CU IN 2" CONDUIT OR 3
04/0 AL, TPWN + 1% CU IN 2" CONDUIT.
(CONDUIT TO TERMINATE A5OVE SOFFIT a OVERHANG.)
COMBINATION SERVICE
DISCONNECT SWITCH AND
M ELECTRIC METER IN
NEMA 3R ENCLOSURE
150A/2P
MCB
TELEPHONE SERVICE
ENTRANCE
EQUIPMENT
INTERSYSTEM 5ONDING
TI=RMINAL AT LOW
VOLTAGE CONNECTIONS
150 AMP
120/240 VOLT
1 PHASE
MLO
PANEL
CABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
�— 104 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE FDp 6TH
EDITION (2011).
5/8" DIA X 5 FT LONG COPPER CLAD GROUND ROD
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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04321.000 052R1
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LOT 52
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04321.000 052R1
MODEii
4EBB
"1828-CALI"
GARAGE OWING;
LEFT
PAGE:
H VAC
LPLAN
160 MPH EXP J
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D TE 06/01/18
BCALE: 1 /4"=1' - 0"
File Copy
!V "b MBAR VERtICALLY W/ CONC.
POUR CELL
BEE ENER3Y CODE FORMS FOR
INSULATION R-VALUES
z TEXtufto FINISH
L
; Q a, Cm
�+14, GYP. u_ BD.
WOOD BABE
BTU ..
L z stop °. - 4' CONC, REINrOR= W) 6'X6'
-a _- 6-MIL
WLF OR RETARDER
ON
6-MIL VAPOR RETARDER ON
p WELL -COMPACTED CLEAN FILL.
• , . TERMITE TREATMENT TO BE
BOR.A-CARE APPLIED At FRAMING.
Zxp zW
L (n 4" p-@' 4'
(Z) "B REBAR ON CHAIRS
1—STORY FOOTING
W/ BLOCK WALL
1 SCALE, In .r-o'
ro �"
4' CONC, RIEW UV 6'xe' UAWL40 WIMI ON
6-MIL POLY ETHYLENE VAPOR RETARDER
L W} 4" ON UIELL-COMPACTEP CLEAN FILL TERMITE
0 S, TREAIMETIT &HALL BE BORA-CARE
(1) •b MBAR ON CHAIN
4 THICKEN EDGE
SCALE, 1A'•I'-®'
w�
z
? o1 6'X6' WAXW1.4
ON 6-MIL. VAPOR
ro RET LL-COMPACTED CLEAI
= FILL TREATMENT TO BE
RE A�PI_IED AT FRI,MIW
// 5 IEBAR CN CHAIR&
w u 4 4..
1—STORY FOOTING
4 A AT FRONT PORCHES
BTuoe TE TO arum W) BP . O.C. MAX
Ti
,'1� P BLAB W/ �' —
. PLATE TO SLAB UV }' /'rO6a1_:AZW) Z'UtASWA I' R'L • CC T• M NAIL • 3Z' O.0MAX
I' NOS[ 10"
. MIN. • 92' OC MAX O'-0, FIs. rLR �7
1
a
da 4 REINFORCED UV 6'X6' Wl4)6WA F ° • 4' INFORCED W) 6'X6' WIAXWIA 0 ° 'LONG. REI1tFORCED UV i'Xb' WIAJQIIL4 _ In' RADI 3
UP FUeERIESH ON 6-MIL VAPOR UUF OR FI RME®H ON 6-MIL VAPOR OR FIBERMESH CN 6-MIL. VAPOR a i- OR R � n
REY ON WELL -COMPACTED CLEAN RETARDER DELL -COMPACTED CLEAN _z U-' ER ON 4ELL-COI'7PACTED OLE
FILL. TE TE TREATMENT TO BE FILL TERMITE TMENT TO BE PILL 111E TRF-Att Mt TO BE
BORA- APPLIED AT i1QlJ'TUNi(s BORA-CARE AT HQAP'IPYa. BORA- APF'LUD AT FRAMING.-
41 r-rA" ,4•. 4 H (3)4S SMEAR ON IRSZAT
a^ I' -ID" ,4" (2)4)RE CHAIRS
!2140 REBAR CHAIRS 21_0, a
D' MIN.
I
1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING
AT L. B. W. (W/ UPLIFT) �1 AT L. B. W. L.B.W. (W/ NO —UPLIFT) 3 STAIR DETAIL
eCAL& V2'.I'-O' �'SCALE: t/�'•I'-®" SCALE, IR'.P-O' SCALE, 11=I'-10'
C
s
a
4' CONC. REIPF, UV 6'x6' WAXWIAO UL M
ON 6-MIL POLY ETHYLENE VAPOR *1VD6 *'Or- MAX
RETARDER ON WELLCCMPACT£D CLEAN
4' ,4' , FILL TERMITE TREATMENT SHALL BE SECURE BDTtOM UV SECURE BOTTOM O
BORA-CARE 6IMPBON V-4 O &R71•&CN SP4 • .0
GARAGE STEP—UP HEIGHT OF GARAGE SECURE BT O W kxe' uXUUMNS eEcu� Br, a o uv kx&'
NON —BEARING VARIES WrH SLOPE 7' R 1' EMBED.Z' R T' EMBED.
VAREB LOPE
MIN. • MA MIN. • OC MAX
'Efvxy FOR EXPANSION 'E D FOR EXPANSION
N
I w
= e
m ,`a •-°:
w IEINFORCED W/ 6'X6' WL4XWL4 ' CONG REINEOR[.ED W/ 6'X6' 111IAxWl4
4' AXWIAO WUIM ON a FIBERME814 ON 6-MIL VAPOR OR MRIERMESH ON 6-MIL VAPOR
6-MI POLY ET VAPOR RETARDER z �1 RETA R ON UELL-COMPACTED CLEAN z U-' RE R ON UELL-COMPACrEP OI-EA
} " LL- CLEAN PILL TERMITE FILL. TE TREATMENT TO BE L FILL. TREATMENT TO BE
A L BE BORA-CAIE m -P'' 4' BOW+ -CA APPLIED AT FRAMING. m O a' 4 4" BORA- APPLIED AT PRAMING
!U
(21+10, REBAR AIRS z O (3)9 CHAIRS
VERL mp
RAGE STEP— GARAGE STEP—UP GARAGE STEP—UP
NON —BEARING 6 L.B.W. W e UPLIFT 6 A 2— STORY L.B.W. W UPLIF
A EXTENDED STEP .61r; LTd'BEMM 3COUR8E6 SCALE: i&.V-m'
IS,
/P61S
BLAB ArmRNFOROED UV
i x 6 - WAAUTA WWM.
NOT USED
HEAD VTOSL�ANVIVd
SECURE P. T PLATE AB W)
V WI M3 MAX
I • 32' OL. MAX
N
� W
> Q ° n .a . RE R UV 6'x6' 1411,061,40 UIM
-MIL POLY ETHYLENE VAPOR
0 , TAR7ER ON DELL -COMPACTED CLEAN
.. FILL 1ERMM TREATMENT SHALL BE
LONG REINFORCED UV 6'X6' WIAXWIA -CARE
I, HI ERME8H ON 6-MIL. VAPOR
�u RET ER ON DELL -COMPACTED CLEAN w !Z) 9 ON CHAIRS
FILL. ITE TREATMENT TO BE
BORA- APPLIED AT PRAMIWX m O 4' I' 4
-e(Z) 9 REBAR CHAIRS I_e
GARAGE STEP—UP
GARAGE STEP—UP 2—STORY L.B.W.
6 B L.B.W.
W/NO UPLIFT W/NO UPLIFT
SCALE: I/2'•I'-®' 6C EXTENDED FOOTING
6 SCALE, In"=I'-0
GRACE
RECESS EOF
vrD_x GARAGE DOOR
EMBED- MML V Y OC ''°" !U 9 WEAK VERTICALLY W) OVINC. (U Ta MBAR I Y W 'xe' WW AO WUM 7 POURED CELL W(CONC. CEL -MIL ETHYLENE VAPOR
SECURE P.T. TE 04L W/ a, cm DELL -COMPACTED 4' CONC, �IPF. W/ 6'x6' WAXWAO WIAM ON
In'XB' A T' a' emu L CLE F L TERMITE TREATMENT SHALL
EMBED. 32' A z 4" 8 e" 4' -CARE 6-MIL POLY ETHYLEINE VAPOR RETARDER ON
w E U NOTE. OPTIONAL USE OF L 4 •GARAGE m 0 HELL -COMPACTED CLEAN PILL TERMITE
2'- " 4" Ob WISAR ON CHAIRS
W °°. - - 4 ��, CONCRETE CURB • GARAGE N O }7'ERMINED BY TREATMENT SHALL BE BORA-CARE
6'xe' WAXWAO W IM - -,
> ON -M Y E1NYLt Nt VAPOR WALLA t0 1SE DEtERMWED BY DIVI&CN.
dN DELL-COI'iPAc1ED CLEAN BTiK.CO BUILDER BY DIVIBICN STUCCO
MF. UN 6'x6' wlAxunAo uuM - - a H RMITE TREATMENT SHALL BE STOP STOP C CRETE PAD lU •3 REBAR oN CHAIRS
+*�A�Ea 9 1 GARAGE DOOR FOOTING
? ON a POLY ETHYLENE VALOR a -�'� CURD HEIGHT VARIES i0
ER ON
T'EC 1 TREAT1MtTlt BHALTL BE CLEAN O 4" e (319 ON CHAIRS Q E z ° ° q Z 4' CONG RESFOIIP.ED W/ 6'Xe' WL4XW,4 6I' IECd=6a ♦-0R SCALE,
a Z ; .. , p, ° ° ° 9 ° 8
L } uT O ° .. �. 4 CONC. REINFORCED W/ 6 k6 WAxWIA O a •- • ,Q FILL. EI 11'E rREATTIENT TO TE VAPOR m FMI81•F PLCOR 8�� 3" .. VARIES s' "
mOR
ULI- OR rIMIW*M&4 ON 6-MIL. VAPOR
m' RDER ON UE'LL-C4D. TRACK
OMPACTED CLEAN
(ZJ 9 RE ON G4AIRS •+�: RETARDER ON DELL-COMPACtEDP CLEAN ° -
• BORA- RE APPLIED AT FRAMNG.
ME
4�� A ' FILL TERMITE TREATMENT TO SO
O AR AGE STEP—UP MORA-CAM APPLIED AT FRAMING _ w
(3)'b ON CHAIRS
z (Z) �b REl°lAR ON CHAIRS - ° a
2—STORY L.B.W. �o
GARAGE STEP—UP 6E EXTENDED FOOTING �W g" 7 a i>iivi " a
" ° m ° a < . i / / / %/ i >BUBDrv. as LOT'
SCALE: I/7 • I -m" V' \y� / / / / /,
1—STORY L.B.W. ��, ✓�� _ �,w���
/ 1—STORY FOOTING 2—STORY FOOTING
6D EXTENDED FOOTING sLABIIn CURBHE� A E9 AT GARAGE AT GARAGE 10 SLAB AT S.G.D. 2 SHOWER RECESS FOOTER CREEKSIDE
scN, tn'=V-ra^ scALe: ia'=V_m' m' °
SCALE: I'=I'-
&CALE, I'=I'_O' Liu T 5 2
Z�
(U OS REBAR VERTICALLY UV CONC. L
POURED CELL m ON 6-HILL POLY ETHYLENE VAUIAV POR �` PROJECT#
SEE ENERGY = ° , Ic ° RETARDER ON UFLL-COMPACTED CLEAN
04321.000 0 INSULATION R- 5 2 R1
TERMITE TREATMENT SHALL BE
TsxruRED I -CARE M I•
IV >sODRLt
S' cMu z V (Z) «b ON CHAIRS 4 E B B
z In' LAB AT GARAGE BOND BEAM
rya WEARVARIER R ELEv. " 18 2 8 — C ALI"
1^J SERVICE DOOR ro �I>�.4LL
E, I ='-O J, O'-O• FIN. RR REBAR W) V HOOK TIE VERtICAL
a GROUTED BOND BEAM 4 tRIEMAAR IN �r GARAGE SY NG:
*� /./'-,�\ NOT USED CAULK AND SEAL a VARIES PER ELEV - PER ELEv-
? w TOP a 4' GONG. REIPFORCED UV 6'Xi' , ' z' ,r 4 LEFT
WAXWL4 WIF OR FIBERMESI4 ON �- `t GA6 LINE z
6-MIL VAPOR RETARDER ON L TED BOND BEAM
U L-COMPACTED CLEAN FILL. (`J NOT USED a ° P
0 ° �, ��•:. ITE TREATMENT TO BE IWASHIER
POUIED LINTEL COPtT-Cr1'PJ I;' Pvc eLEEVE_C- PAG'a''.
FRAM -CARE APPLIED AT a' CMU MLEP CELL (TYPJ FOR GA8 LINE m 0 -
° ZX WALL FRA*'tMG @ a" cm 6' PVG 04AE THR) FOOTING
(„ARE ONG4AIE 09 MONOLITHIC
J41�LT6 MPI'9� MENT UP 7 M'XVB' I)i' DRYWALL (2) 45 ?
f') T RL-6AR ON CHAIRS FOUNDATION
AND NUT SPACED EVENLY FROM UIOOD BABE
FLOOR TO BOND REAM. SET IN JOINTS (96 DEBAR ON CHAIRS �
2—STORY FOOTING PRORTOFILLING. (61.E vEPANC4ORIN a, DTLS/SECTIONS
SOLID P'OJR ACCEPTABLE RETROFIT)
W/ BLOCK WALL EXT. /INT. FRAME WALL TO
SCALE: in'=V-& 15 BLOCK WALL CONNECTION vjR"tLLI.. "`°LLY�"° 160 MPH EXP C
SCALE: In'=I'-O' SEE ENERGY CODE FORMS FOR
c'
a " INSULATION R-VALUE8
a' CMU W CLEANCUT RUUIRED 6_ a C-EANOUT RECWREC
g GAS LINE THRU BLOCK 1/2' G1•P. WL BD. FOjQ 1N81'EGi1"CT1O
z
Z WOOD BABE �
1 '� NOT USED Q w 4' CCNC, REIw. UY 6146• WAXWIAO UurT -
J z ON 6-ML POLY ETHYLENE VAPOR
REtARPER ON UELL-COMPA.G'tED CLEMI 0-0' FIN. RJZ O'-O' t:X FLR
I I°, In PILL TERMITE TREATMENT SHALL BE - °
n (U 9 IEBAR SET IN 8RiP80N NIGH `� g 0 BORA-CARE �e -� - ° ° °a o a TO HORZONYAL-TI8 VERTICAL '�AR n ° _ IE HORIZONTAL
6AI
Z STRENGTH EPDXY 6' IE"IBE0. MIN. > I . (Z) 16 REBAR • I -STORY - a DEBAR W) IV, HOOK ° R W) 10' HOOK
L (3) 9 REBAR • Z-STORY
OUTSIDE REBAR TO BE
CONTNUOIa a • 6' PW GHA6E 7NR1 FOOTNUi L
4' CONO.. REINK UV 6'xi' WL4XWAO +' - fU •b VERr. pGUFl a �n V 0
VA ON RETARVE CTED�� F� 9 a '�...65�_ � �°. W)Z�PMILV BONDBEAM IV
IN.m0 4�� �ed
as VAPOR RETARDER L (U Ri }EBAR AT CORNERS i 4„ I-BTORM'
TV TWATMIENT
f2wr ON D"A"� HORIZONTAL/VERTICAL
z-eroRY
BORA-CARIE nw. �aP (3)11& REBAR ON CHAIRS HORIZONTAL/VERTICAL REINFORCING AT
PIPE THROUGH %�� REINFORCING BEARING CHANGE
TYP. RETROFIT FOR 1—STORY FOOTING 'J SC��r°ice ��F
OMITTED DOWELS REBAR LAP AT FOOTING AT FOOTING TYP. REBAR LAP
A _ SCALE, CAT LINTEL CORNERS D W BLOCK° WALL
SCN_Er =I-�r�
ALL EXTERIOR FOOTERS AT FIIN][SH SLAE'S TO BE MIN. 12" BELOW U1N_IDISTU1R73EID SOIL CONTROL DATE: 07/01/
1441 N. RONALD REAGAN BLVD
LONGWOODL
FL 32750
PH: 40
FAX: 48
www, a b d co mAA #MMMM
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ARCHITECT -
STATE OF FLORIDA
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ROLAND A. \ABOU�\\CHACRA
AR NO 93723 00
DF,RrtgT -I
p06/01/18
®CAXM 1/4$$=1'-0$1
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File Copy
FIBERGLASS SHINGLE"
OVER 030 FELT PAPEI
INSTALLED PER FBCI
RRWB,,I.I ON >6' 0.62
SHE OR }" CD:
PLYWOOD SECURM
PER FASTENEI
SCHEDUL
PRE-ENG TRUSS
MTL. DRIP EDGE
2x4 OR 2x6 FASCIA PER
ELEVATIONS
VENTED ALUM. SOFFIT
EMBED. STRAP VERIFY
W/ TRUSS PLAN
V THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
w
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1- STORY
TISKFALIEN/
WALL
4"
SEE ENERGY CODE FORMS FOR
qSULATION R-VALUES
' GYPSUM BOARD OR I" HIGH
TRENGCH CLG. BOARD
:ONC. FILLED LINTEL BLK W/ (U
REBAR CONTINUOUS
'RECAST LINTEL
HE ENERGY CODE FORMS FOR
SULACION R-VALUES
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRECAST SILL
(1) 05 REBAR VERTICALLY W/
CONC. POURED CELL
— Ix2 P.T. FURRING STRIPS 16' O.C.
— 8" CMU
— 1/2' GYP. WL. BD.
— WOOD BASE
a
FIBERGLASS SHINGLES
OVER W FELT PAPER
INSTALLED PER FBCR
RRS05.1.1 ON J' O.S.B.
SHEATHING OR j" CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x4 OR 2x6 FASCIA PER
ELEVATIONS
VENTED ALUM. SOFFIT
PRE-ENG. GABLE TRUSS
WEEP SCREED
(SEE DETAIL 5/D3)
2X6 P.T. SECURED TO
MASONRY w/ 1/2"xS' A.B.
w/ 2' DIA. WASHERS, 'I'
MIN. EMBEDMENT WITHIN
8" OF EA. END, 32' O.G.
MAX IN FIELD.
CONC. FILLED LINTEL
BLK W/ (U S REBAR
CONTINUOUS
PRECAST LINTEL
5/8" THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY CO MASONRY
(1) "5 REBAR-
VERTICALLY W/ CONC.
POURED CELL
S" CMU
2x4 BLOCKING BETWEEN TRUSSES
AT FIRST FIVE BAYS 4'-0" O.0
(AC SHEATHING SEAMS)
STIF-SACK At ALL UPRIGHTS
OVER 4'-10" HIGH (SEE SEALED
ENG. FOR SIZE AND CONDITION)
Wi g� ►'
l Mj
--iftlipill -
1-STORY
GABLE BLOCKI
� WALL
SCALE: 3/4" =1' -0"
2x4 RAC RUN SECURED W/
(2)12
(Z) 12d'B g EACH TRUSS
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
5/8" GYPSUM BOARD OR 1/211
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. BD.
i— WOOD BASE
2X4m
2X4a1
SECURE TO BLOCK WOW
TAPCONS OR DRNE PIN
2X4a
SECURE TO BLOCK W/ VA'
SECURE To BLOCK WN1
(MIN. SHANK SIZE MS,
TAPGONS OR DRIVE PIN
TAPCONB CNDRIVE PIN
[MIN. SHANK 61YE DRIVE
MIN. HEAD SIZE 300
(MIN. SHANK SITE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y1)
WITHIN 8' OF EACH ENP t
MIN. HEAD 61M 300
X
MIN. EMBEDMENT I Y1)
EMBEDMENT
ENNT I Y4tw
NE: STRUCTURAL 2X MUST BE
j' CMU
-Lr14' DRYWALL
16' O.G. MAX SPACINCa
:STRUCTURAL ZX MUST BE
( OIF781DE ! SECURER THROUGH
WITHIN 8' EACH END t
NOTE: STRUCTURAL ZX MUST BE
ON OUTSIDE t SECURED
WITHIN t
18' O.C. MAX BPACINCx
ON OUTSIDE t SECURED
I'X4' OR I'X2' F.T.NAILER
2xbm
SECURE TO BLOCK W/J-%'
NON-STRUCTURAL W6' TAPCON
18' O.C. MAX SPACING
2X6
THROUGi NON-STRUCTURAL V,'
2X6:®
THROUGH NON-STRUCTURAL i4'
TAPCON MIN. IA' EMBEDMENT
Ix4 P.T. OR %'X4' MIN.
7APGONB OR DRIVE PIN
MIN. I-Y1 EMBEDMENT INTO
Bl-OCK
SECLLRE TO BLOCK
TAPGON MIN. 1-Y4, EMBEDMENT
INTO
SECURE r0 BLOCK
INTO BLOCK
❑
BEGLLR= THRJ FRAME <
[MIN. SHANK SIZE 345
W/J-9(u' TAPCONB OR
BLOCK
W/I-I/4' tAPCONB OR
❑
EXTEND I-Y1 INTO BLOCK
' tAF'GONS OR DRIVE
MIN. LEAD SIB 300
MIK EMBEPMENT IY1)
cm
DRIVE PIN
(MIN. SHANK 617E .145
'
DRIVE PIN
(MIN. SHANK 612E .14b
• CMU
(MIN. SHANK SIZE Job
WITFIIN 8' OF EACH END t
I8' MAX SPACING.
DRYWALL
'X4' OR I'X2' P.T. NAILER
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
C2MLL
lf' PRYWALL
MIN. HEAP BITE 30p
MIN. EMBEDMENT I Yy')
'DRYWALL
MIN. HEAD SIZE 3"
O.C.
2X8�
❑
WITHIN 8' OF EACH END <
❑
'X4' OR I'X2' P.T. NAILER
WITHIN S' OF EACH jrND t
I8' OL. MAX SPACINGS
11
'X4' OR I'X2' P.T. NAILER
MIN. EMBEDMENT
BACON TO BLOCK Wt2-21(r'
yo X 4' MIN.
OR
IS' OL. MAk SPACRJG.
WITHIN S' OF EACH END t
E
7APCCN6 OR DRIVE PIN
2X8�
2X8m
w' 098. X 4' MIN.
ID'Or- MAX SPACING
DOOR CASING
(MIN. 84ANK 812E .Idb
C
DOOR CASING
D
SECURE TO BLOCK wR-2i(a.'
DOOR GAGING
SECURE 70 BLOCK W/I-1/4'
rAF'GONS OR DRIVE PIN
OOR GAGING
DOOR JAMB OR WINDOW
MIN. HEAD SIZE 900
MIN. EMBEDMENT 1 Y1)
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
YAPC:ONB OR DRIVE PIN
[MIN. BHAJK SIZE .145
DOOR JAMB OR WINDOW
(MIN. SI-4ANK 617E .14b
DOOR JAM OR WWDOW
AttACH TO 2X PER
MANUFACTURES
WttHIN 8' OF EACH END t
MANWFAGTURES DETAILS.
MR1 HEAP SITE 900
ATTACH TO 2X PER
MIN. HEAD SIZE 3"
MIN. EMBEDMENT 1 Y4')
ATTACH TO 2X PER
MANUFAGTUI�S
DETAILS.
IW O.G MAX SPACING.
MIN. EMBEDMENT 1 Y1)
MANUFACTURES DETAILS.
DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB
NOTE: SHIM AS NEEDED TO PLUMB
WITHIN S' OF EACH END i
IB' OL. MAX SPAG2•IG.
NOTE, BRIM AS NWIDED TO PLUMD
WITHIN S' Cr- EACH END t
ID' O.C. MAX SPACING.
NOTE: SFVflM AS NEEDED TO PLUMB
JAMB !DO NOT EXCEED Y4'J
JAMB (DO
NOr EMBED Y1)
JAMB (DO NOt EXCEED Y4')
JAMB !DO NOT EXCEED Y1 J
DOOR JAMB TO BLACK +3/4 OR +5/4
DOOR JAMB
O BLOCK A-15/1§'
DOOR JAMB TO BLACK +T
DOOR JAMB TO BLACK +5-7/16'
'NWDOW TO HI.00K +3/4 OR +5/4
A/
1VBrDOW�,� BLOCK +1-15 18
n 1nNDOW TO HLOCK +9'
11HiDOW TO HIACK +3-7/18"
a 3B_-l%_5
`IeGALE: 50)bl
'^
2X4w
ZX4:M
2X4,m
SECURE TO BLOCK W/ W6'
SECURE To BLOCK W/ i(.'
BEFORE TO LOCK W/
TAPCONS OR DRIVE PIN
TAPGONS OR DRIVE PIN
TAPOONS ORRDRIVE PIN
N
(MIN. SHANK SITE .140
(MIN. SHANK 917E .145
(MIN. SHANK 817E .K8
MIN. HEAD SI7E 300
SITE 3 MIN. HEAD 00
MIN. HEAD 812'!= 300
MIN. EMBEDMENT I Y4') WITHIN
MIN. EMBEDMENT I Y4') WITHIN
b' OF EACH END 4 IS' O.C.
MIN. EMBEDMENT I Y1) WITHIN
D' OF EACH END t 18' Or—
MAk
NOTE: STRUCTURAL 2X MUST
MAX SPACING.
B' OF EACH END t 18' OG.
MAX SPACING.
IyO7E: STRUCTURAL ZX MUST
2X$/m
BE ON OUTSIDE 4 SECURED
7X6:m
2X6=
OE ON OUTSIDE 4 SECURED
SECURE To BLOCK
THROUGH NON-STRUCTURAL
SECURE TO BLOCK W/J-%'
BECJURE t0 BLOCK W/2-
THROUGH NCK-STRUCTURAL
TAPCON MIN. I.Y1
- ' rAPGON6 OR
)6' TAPCON MIN, I-Y1
EMBEDMENT INTO BLOCK
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
TAPGONS OR DRIVE PIN
(MIN. SHANK SITE .148
�"IBEDMENT INTO BLOCK
DRIVE PIN
(MIN. SHANK SIZE Job
MIN. HEAD SIZE 300
MIN. HEAD SITE 300
MIN. HEAD SITE 300
a, CMU
MIN. EMBEDMENT 141)
MIN. EMBEDMENT I Y1 J WITHIN
8, C7`}l!
MIN. EMBEDMENT I Y1)
J$: DRYWALL
WITHIN 8' OF EACH END t
S' GALL
8' OF EACH END t IB' O�G.
Yi' DRYu14Ll
WITHIN 8' OF EACH END
❑
I'X4' OR I'XV P.T. NAILER
b' O.G. MAX SPACING.
K' DRYWALL
MAX SPACING.
2X8a
❑
i'X4' OR I'X2' P.T. NAILER
t 18' O.C. MAX SPACING.
2XS:
2ND 2X SECURE TO
2X8:m
❑
I'X4' OR I'XY P.T. NAILER
CASING
SECURE TO BLOCK
STRUCTURAL MEMBER
SECURE TO BLOCK W/2-W7COA>1�rTAC44TOCASING
To MOCK WPR
$pP
WR-Va' TAPCONa OR
W/CZAZd WITHIN 8' GP EACH
TAPCONS OR DRIVE PIN
g DRNEcuRE
DRIVE PIN
END t 6' TO V O.C. MAX
(MIN. SHANK SIZE .14b
MIN. HEAD SITE 300
JAMB OR WINDOW
(MIN. BHAllG SIZE .145
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
(MIN. SHANK SIZE J45
MIN HEAD 617E 300
CASING
DOOR JAMB OR WINDOW
MIN. EMBEDMENT I Y1) WITHIN
B' OF EACI-4 END t IB' O.C,
2k PER
M/WUFAGTLLR=B DETAILS.
MIN. EhIBEDMENr 149 WI
B' OF EACH END t Ia. O.G.
ttACFU t0 2X PER
MAIUFACTLLREB DETAILS.
MINL EMBEDMENT I Y1)
TTACH TO 2X PER
MAX SPAGiI�Ca. : 6HIM AS NEEDED to PLUMB
MAX SPACING.
NOS, yyM AS NEEDED To PLUMB
WTHN 8' Cr- EACH END 4 MARPACTURES DETAILS.
18' O.C. MAX SPACING B, BFA6 NEEDED TO PLUMB
JAMB too NOT EXCEED 0
JAMB (Do Not EXCEED W)
JAM
JAMB (DO NOT EXCEED Y4'1
DOOR JAMB TO BLACK +1-1/.2"
DOOR JAMB TO BLOCK +2 }
DOOR JAMB TO BLACK +5"
(5\ WINDOW TO BLACK +1-1/2"
/n-1 WMDOW
"
TO HWCK +2 1 4
ADLDOW
TO HIOCK +8'
SCALE: 3B'•I'-0'
SCALE. 3B'•I'-0'
\`./SCALE:
FASTENER
SGHE1:>ULE
2X4w
SECURE TO BLOCK WIY4'
TAPCONS OR DRIVE PIN
(MIN. SHANK SITE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I YEN
S' OF EACH END t
NOTE: STRUCTURAL 2X MUST
19' O
18 O.G. MAX SPAGINCs,
BE ON OUTSIDE t SECURED
2X6tiiiiiii
THROUGH NON-STRUCTURAL
5ECLLRE TO BLOCK W/1-1/4'
W6'' TAFC NN7'INt. W14LOGI4
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .146
MIN. HEAD STYE 300
MIN. EMBEDMENT IYa')
WITHIN B' oK EACH END t
• DRYWALL
Is, oG. MAX SPACING.
X4' OR 1'X2' P.T. NAILER
2XB�SECURE
r0 BLOCK WA 114'P.T.
X 4' MIN.
TAPCONB OR DRIVE PINOOR
CASING(MIN.
tAo
SHANK SIZE J45
MIN. HEAD SIZEOOR
MIK EMBEDMENT 1Y1J
JAMB OR WINDOW
IWTHIN 8' OF EACH END iANIIFAGTUIPEB
TTACH TO ZX PER
18' OZ, MAX SPAGIN4,
DETAILS.
NOTE, SHIM
AS NEEDED TO PLUMB
JAMB (DO
NOT EXCEED Yi )
ROOF DIAPF4RAGM NAIL REQUIREMENT5 TOP CORD BLOCKING AT 4'
USE 1/16' OS.B. OR 1/2, CDX PLY WITH 08 RING SHANK GUN NAILS AT
4" O.C. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN
NAILS AT 6" O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE "S GUN NAILS • 4' OZ.
O.G. MAX. IN FIRST 2 FRAMING
SPACES AT EACH END.
RAFTER OR TRUSS
ROOF SHEATHING
EXTERIOR SHEATHING NQIT NAILS TO BE MFG. BY OF INT.
USE 1/2' GDX OR 1/16' OSB PLY WITH 08 RING SHANK GUN NAILS AT 6' STAPLE, NAIL 4 TOOL SMIATION
O.C. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.G. TOP 4 L 0.113 INCH NOMINAL SHANK DIAMETER
BOTTOM PANEL AND MB RING SHANK GUN NAILS AT 6' O.C. AT 2. R[ G DIAMETER OF 0.012 OVER SHANK DIAMETER
INTERMEDIATE SUPPORTS OR -I/16' TIP SHEATHING SYSTEM 3.16 TO 20 RINGS PER INCH
(INSTALLED PER MANUF. SPECS). SEE DETAIL. 4. 0280 INCH FULL ROUND HEAD DIAMETER
NOTE: _RING SHANK GUN NAILS SHALL BE PER`TITTED AS AN 5. 2 INCH NAIL LENGTH
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
-ROOF DESIGN PRESSURE BASED ON WORST CASE BUILDING LENGTH
SIZEI
HEAD
I LENGTRI
DIA
NSILE STR
8d
ROU'0JMODIFIE0
11/8'
-113
1 1-10,000
OR T
1
IOd
� NDMODIFIED
2 1/8'
.128
tt0000
L-II I'X4' OR 1'X2' P.T. NAILER
❑ IX4 P.T. OR %-"X4' MIN. SECURE rHRU
FRAME 4 EXTEND IA' INTO BLOCK W/
i(M' TAPGONS OR DRIVE PIN
❑ (MIN. 6HANK SIZE .141,
MIN. HEAD SIZE 300
MIN. EMBEDMENT I-Y4'
WITHIN 8' OF EACH END t 18' O.C. MAX
SPACING
\`-DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO IX PER MAMPACTURES
DETAILS.
NOTE. SHIM AB NEEDED TO PLUMB
JAMB (DO NOT EXCEED Y4')
DOOR JAMB TO BLOCK +3 4 OR +5/4
i.\ xn(noW TO BCACK +3/ OR +6/4
, 32TOO 0'
D00A JAMB TO BLACK +6 3/4' -r
KDOW TO BLOCK +9 9/4" e
H SCALE. 3B'=I'-0' N
z
NOTE: TYP. EXT. SHEATHING ATTACHMENT Q
FOR SHE 4 UPLIFT (OS.B. TO BE STRUCTURAL
GRADE) CONNECTORS FROM STUD TO f:LATE AID
NOT REQUIRED EXCEPT OPENINGS
z
on
�ROOF 5#4EATI4ING LA` CUT
AND ENDWALL BRACING
FOR CABLE AND FRAI" LING
"B RING 6HANK GUN NAILS A 4" OL.
TOP s BOTTOM EPEES
-I
Y
�•
0
FL
LL
z
ao
.
FIBERGLASS SHINGLES OVER
030 FELT PAPER INSTALLED
PER FBCR RRW51I ON J" O.S.B.
SHEATHING OR J" COX
PLYWOOD SECURED PER
FASTENER SCHEDULE �'
r ram.
CA-
MTL. DRIP EDGE J
2x4 OR 6 FASCIA PER J
ELEVATIONS
VENTED A SOFFIT
STIFFBA T ALL
UPRIGHTS OVER-10"
HIGH (WE SEALED
FOR SIZE 4 CONDITIO
O.S.B. SHEATHING OR J" CO
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET D2
OR 1/16" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
-1/8' THICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
EXPANDED GALVD METAL LATH
ON FORTIFIBER JUM50TEX GRADE
"D' PAPER OVER TTVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
OR 1/16" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
WEEP SCREED
(SEE DETAIL -tNJA2
SECURE GABLE TO 2x6 P.T.
PLATE W/ 12d'6 8" O.C. MAX
SECURE 2x6 PT. PLATE TO BL /
i"x9' ANCHOR BOLT W/ 2" W ER
SET IN SIMPSON HIGH St NGTH
EPDXY 1" EMBED. MIN 32" OC
MAX.
V THICK, 3 CO PORTLAND
CEMENT PL TER APPLIED w
DIREC Y TO MASONRY rz Q
L
1- ORY GABLE
/ VAULT CLG.
LOCK WALL
SCALE: 3/4" =1' -0"
U
2X6 P.T. SECURED TO
MASONRY w/ 1/2'x9" A.B. w/
2' DIA. WASHERS, 7' MIN.
EMBEDMENT WITHIN 8" OF
EA. END, 32' O.G. MAX IN
FIELD.
7
09 2' DECK SCREWS 0 6'-8'
O.C. MAX s EDGES 4 12' O.G.
MAX IN FIELD. UNTHREADED
'SHANK TO EXTEND BEYOND'
THICKNESS OF SUB -FLOOR
SHEATHING
fYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO
;ALL EXPOSED MEMBERS
2x4 BLOCKING BETWEEN TRUSSES
WHERE "X' BRACING IS PRESENT
-PRE-ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED /
(2) 12d'6 0 EACH TRUSS
TO BE INSTALLED 6 MID. INC
OF TRUSS SPAN, OR 10'- " O.G.
MAX.
_ 5EE ENERCsY C E FORMS FOR
INSULATION R- ALUES
" GYPSUM CARD OR I" HIGH
5TRENGt CLG. BOARD
<,xA
4 w 24" O.G, INTERIOR KNEELLONG. FILLEDLINTEL BLK W/ (I)
REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRECAST SILL
(1) V15 REBAR VERTICALLY W/
CONG. POURED CELL
Ix2 P.C. FURRING STRIPS ® 16" O.C.
" CMU
I " GYP. WL. BD.
NOTE:
PER FBCR R905.1.1 - FOR ROOF SLO 5 2:12 T'O
LESS THAN 4.12, A (2) LAVER UNDERLA ENT
SYSTEM IS REQUIRED. FOR ROOF SLOPE F
4:12 OR GREATER, (1) LAYER UNDERLAYME IS
PERMITTED BUT MUST BE PER A5TM D226 T
11, ASTM D 4869 TYPE IV, OR A5TM D 6-75-1
IX4 DIAGONAL BTM.
CHORD BRACING.
SEE PLAN FOR
LOCATION
PRE-ENG'D WOOD
TRUSS (TYP) a 2411
O.G. MAX
SIMPSON
� HETA- I6
(TYP) VERIFY
vW/ TRUSS PLAN
CONC. POURED
LINTEL COURSE
IX4 SYP LATERAL
RE-INFORCING 36" o.c.
MAX • TRUSS BTM.
CHORD, SECURE W/(3) 10d
NAILS a EA. TRUSS
CI40RD
GABLE END BRACING
`'S RING SHANK GUN NAILS
• 6" Ot. IN FIELD
TTP. EXT. SHEATHING ATTACHMENT ROOF
SHEATHING (OS$. TO BE STRUCTURAL CsRADE)
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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"1828-CALI"
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LEFT
PAGE:
SHINGLE MONO.
SECTIONS &
DETAILS
160 MPH EXP C
ARCHITECT:
STATE OF FLORIDA
ROLAN
AR NO 93723
aA�., 06/01/18
SCRIM 1/4
SHEET
D 2
File COPY
IBERGLASS SHINGLES
VER *30 FELT PAPER
I STALLED PER FBCR
2x4 BLOCKING BE N
RS05.1.1 ON J' 0.6.5.
TIRUSSES AT FIRST (
FI RGLA55 SHINGLES OVER
PROVIDE SAVE
SH ATHING OR 4" COX
BAYS 4'-0' O.G. (A
*30
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
p gTRA
*30 LT PAPER INSTALLED
O.S.B. HEATHING OR 2" CDX
CLEAR VENTILATION
SCHEDULE
VERIFY W/ T SS
PE FBGR RR905.1.1 ON �'
PL OOD SECURED PER
PER FBEG R402 2.3
PRE:- NG WD. TRUSS
PLAN
O.S.B. EATHING OR J" COX
F STENER SCHEDULE
24' O.G. MAX.
PLY OD SECURED PER
PRE-ENG TRUSS
ZIP I
F TENER SCHEDULE
(INSTALLED PER MANUF.
MTL. RIP EDGE
SEE ENERGY CODE RMS
MTL. D IP EDGE TY�.
PRE:-ENG D. TRUSS
TL. DRIP EDGE
SEE ENERGY GOD FORMS
OR
SPECS.) HE
WOOD BHEatHINCx
FOR INSULATION R ALUES
2X4 OR 2X6 ASCIA °" "
24" O.G. X.
2x4 OR x6 SUB -BAND
FOR INSULATION -VALUES.
2X4 OR 2 FASCIA
5/8" GYPSUM BO OR 1/2"
PER ELEV TIONS
PE ELEVATIONS
GYPSUM L. OR
LAYER
PER EL vATIONS,
HIGH STRENGTH LG. BOARD
CONT. 2x4 RAT N SECURED
HIGH STRENGT CLG.
H G
STUWIRCCO P
stucco WRAP
DOUBLE TOP P ATE
VENTED ALUM. S IT
W/ (2) 12d'e a CH TRUSS
VENTED
UM. SOFFIT
BOARD
WRB LAYER FORTIFIBER
VENTED ALUM. IT �p
WINDOW HEAP R SIZE VARIES
1R" COX OR I/16" SB
SEE ENERGY ODE FORI"I5 FOR
P,
.- BUILDINGS PAPER
METAL
o.H.
PER WINDOW PENING SEE
SECURE to WALL P R
INSULATION -VALUES
1,000* UPLIFT
SIMPSON
1=ASrEN TO WOOD STRUCTURAL
HEADER 5P N CHART FOR
FASTENER SCHEDUL
5/8" GYPS BOARD OR
ONNECTOR
g
SP2 E
MEMBER a O.C. MAX
1/2' COX OR rt/16" SB
DETAILS
ON SHEET D
1/2 HIGH RENGTH CLG.
2 5YP *2
2X8 5TU
I.,•; lie' texruRED
SECURE to WALL R
WINDOW A ACHMENT AS PER
OR 1/16' ZIP
BOARD
D TOP
FINISH •WOOD
FASTENER SGHEDU
MANUFA ORES SPECIFICATIONS
SHEAtI-41NG SYSTEM
pOUBL TOP PLATE
F'LA E
M' rYF'E CONTROL JOINT
ON SHEET p
(INSTALLED PER
WINDO HEADER SIZE VARIES
FRAME TO BLOCK
OR �/16" ZI
WINDOW ILL
MANUF. SPECS.)
PER NDOW OPENING SEE
CONNECTION SEE DETAIL
SHEATHING SYSTEM
2x6 5t p5 a I6' OG. MAX W/
HEA ER SPAN CHART FOR
ZIP SH THING
I
I5/DI
(INSTALLED PER
INSUL. SEE ENERGY COPE
DET IL5
SYSTEM NSTALLED
2" RY WALL
&' METAL LATH STRIP
MANUF. SPECS-)
FO FOR INSULATION
WI OW ATTACHMENT AS PER
PER MAN 9PECSJ
DIA ANCHOR BOLL
6' WIDE STRIP SELF
r. ADHESIVE FLASHING, CLEAN
1/8" THICK, 3 COAT
V LUES
-1/8" THICK 3 COAT
NUFAGtURES SPECIFICATIONS
OR
At 16" O.C. MAX WITH -T"
MASONRY BEFORE APPLYING
CEMENT PLASTER
G SUBFLOOR GLUED AND
CEMENT PLASTER
INDOW SILL
WALL
EMBEDMENT AND 2"
TEXTURED
APPLIED to METAL
P
REWED AS ER FASTENER
APPLIED TO METAL
2x6 STUDS a 16" O.G. MAX W/
SHEATHING
DIA. WASHER
= FINISH a MASONRY
LATH OVER 2 LAYERS
HEOULE ON SHEET D2
LATH OVER 2 LAYERS
INSUL., SEE ENEW3Y CODE
8' CMU
OF GRADE "D'
OF GRADE "p'
FORMS FOR INSULATION
2x8 5YP *2
N SP1
BUILDING PAPER OR
BUILDING PAPER OR
R-VALUES
WOOD STUDS
a EA. 2
EA. 2X8
PAPER BACKED LATH
PAPER BACKED LATH
AT 12 " O.G. MAX
STUD
VERTICAL CONTROL
OVER AN APPROVED
HOUSE WRAP
OVER AN APPROVED
HOUSE WRAP
SCREWED AS FASTENER
BETWEEN DISSIMILAR
SCHEDULE ON SHEET D2
2x8 P.T. SYP *2AO
SOLE PLATE
I(I) COURSE TIE -BEAM
ATERIALS
POURED SOLID WITH
�j
`� SCALE: N.T.S.
DETAIL 76/WA2
PRE-ENG FLOOR TRUSS
z
CONCRETE. (I) *5
(INSTALL PER MFG. SPECS.)
g
REBAR HORIZONTALLY
CONC. FILLED LINTEL
BLK W/ CI) +5 REBAR
g" GYPSUM BOARD OR J" HIGH
STRENGTH CLG. BOARD
DETAIL '15/WA2
O
WEEP SCREED PER
ASTM 926-C 1063-G
PRECAST LINTEL
" T 4 G SUBFLOOR GLUED
ND SCREWED A5 PER
CONTINUOUS (^,
Ix2 NAILER/DRAFT Stop
O
PRE: l: FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
jL/
Iu
(SEE DETAIL 2/D3
WINDOW ATTACHMENT AS
FA ENER SCHEDULESEET D2
PER MANUFACTURES
�" GYPSUM BOARD OR illZ
!11
FASTEN 2X4 BBON (P.
SEE ENERGY CODE FORMS
HIGH STRENGTH CLG. BOARD
� 0
SPECIFICATIONS
.
GMU) W/ C5J 126 N 5
FOR INSULATION R-VALUES
IX2 NAILER/DRAFT STOP
O
T
PRECAST SILL
S
PRECAST LINTEL
CONC. FILLED LINTEL BLK W/
z
I- w
*5 REBAR m 16
O.C. MAX, IN
PRE -EN OR SS
Lull OW ATTAcuMENT AS PER
(1) "5 REBAR CONTINUOUS
Z
LU
CONCRETE
( INSTALL EC
MA ACTURES SPECIFICATIONS
EE ENERGY CODE FORMS
IV Z
POURED C L,
2 P.T. FURRING STRIPS
EVS' THICK, 3 COAT
PRE AST CONCRETE SILL
R INSULATION R-VALUES
00
VERIFY P
(o" O.G.
CONC. F 1 L BLK W/
PORTLAND CEMENT
PLAN.
C1 B CONTINUOUS
PLASTER APPLIED
CAST LINTEL
o n
all
DIRECTLY TO
MA50NR
(I) W; BAR VERTICALLY
CELL
WIND ATTACHMENT A5 PER
71 z
1/2" YP. WL. BD.
IB ]B O N
W/ CON POURED
5/S" THICK 3 OAT
MANUF CTURES SPECIFICATIONS
PRE-C SILL
tO U
IN LATION
(I) 4 NTINUOUS REBAR
FASTENING- DET
Ix2 P.T.FU RING
RIPS STa " O.G.
PORTLAND MENT
TCONCRETE
WOOD SE
6
PLASTER LIED
SCALE: 3/4" =1'-0"
S" GMU
DI tLY TO ^:
(1)"5 REB R VERTICALLY
`�
m
*4 REBA 48" LONG
1/2" GYP. WL. D.
A50NRY W/ CONC. P URED CELL
Z !
4 W/(o HOOK s 24 O.C.,
p
cI
WOOD BASE
lx2 P.T. PURR G
_ �[ Z 1,
MIN. 24" IN 5 B
STRIPS a 24" C.
O
ROOF T��ORNOT
FIN. FL R
S" GMU
_
2'-C" CI 1 N.
CONNECT
SHOWW FOR
1/2" GYP, WL. BD.
zIN SLAB
CLARITY(WE
®
WOOD RASE
`
°0O
4
V
FLR
Z
3 1/2' GONG., REf(o11x611
'
4 f
W
LL L,
a',
•.
�'
�q
a WI.4XWI.40 WUd"1 O -MIL
EXTERIOR WALL
C TIO N — -°
POLY ETHYLENE V POR
suEATH s a AaTEN EACH STUD
2—STORY
2 —STORY : `
° `
'
O O D
° ' ° RETARDER ON
WELL -COMPACTED CL AN
TO DBL. TOP PLATE
PERM�,,� SPECS.
:•
WALL
WALL
..
L II
FRAME TO >
II II FILL TERMITE TREATME T
SECTION
SECTION
LOCK WALL n 0
2 -O' SHALL BE BORA-CARE
(3) O5 iREBAiR CONTINUO
SECTION AT TOP
OF EXTERIOR WALL
SCALE: 3/4"=1'-0"
SCALE: 3/4"=1'-0"
ON CHAIRS
SCALE: NTS
FIBERGLASS SHINGLES
PRE-ENG GABLE TRUSS
FI5EIRGLA55 SHINGLES
OVER 030 FELT PAPER
VER 030 FELT PAPER
LLED PER FBGR
PRE-ENG GABLE TRUSS
NOTE:
XTERIOR WALL STUDS
+ PLACE STRAPS SPACED
INSTALLED PER FBGR
°
gPF STIFFSACK (SEE SEALD TRUSS
RR9 ION" O.S B.
SPF STIFFBAGK (SEE SEALD TRUSS
DIAGONA AGE a
WALL SHEATHINGS
AND FASTENED AS
SHOWN WITH ONE
RR905.1.I ON O.S.S.
ENG. PACK FOR SIZE E CONNECTION)
SHEATHIN" CDX
ENG. PACK FOR SIZE E CONNECTION)
GENT OF TRUSS
FASTEN STUD O BLOCK
ADDITIONAL 8rr At
WALL
SHEATHING OR }" COX
2x4 SPF BLOCKING BETWEEN
PLYWOOD S RED
2x4 SPF BLOCKING BETWEEN
S OR HIGHEST
EACH WINDOW STUD
WITH USP Msr STRAP WITH
PLYWOOD SECURED
TRUSSES At FIRST l5) BAYS 4 -0
PER FASTS
TRUSSES At FIRST l5J BAYS 4 -0 "
IDGE. DIAGONAL
FASTENERS AS 8 INSTALL
PER FASTENER
O.G. (AT SHEATHING SEAMS)
SCHEDULE
O.G. (At SHEATHING SEAMS)
BRACE TO BE a ANY
STRAP a EA E
SPACE STRAPS AS F
uNA� + n 0d COMMON NAILS
OW6°
SCHEDULE
NOTE.
SPAN 15 -0 OR
_n0 MPH 'c':
32 tuD cm.lae DIA x I In "
MTL. DRIP EDGE
DIAGONAL BRAGS
MTL. pRllb EDGE
2X4 OR 2X6 FASCIA
GREATER REFER TO
TRUSS ENG. FOR
n0 MPH 'B':
-IG0 MPH 'c':
32' o
32O.C. STRAPS INSTALLED
PRE-ENG
7RU S 24' CENTER OF TRUSS SPAN OR
PER ELEVATIONS
P t 2
ADDITIONAL
I9m MPH 'B': 4e' O.C. OVER WALL SHEATHINGS
2X4 OR 2X6 I=ASGIA
O.G. MAX.
HIGHEST RIDGE. DIAGONAL
BRAC5 TO BE a ANY SPAN
SECURED Wt (3)
HORIZONTAL TRUSS
TOP OF STUD WWAALLG' 48' O.C.
_
PER ELEVATIONS
15'-0" OR GREATER REFER
NAILS
NAILS
REINFORCEMENT.
SOLE PLAN
FILL ALL REMAINING STRAP
SECURED W/ (3) 12d SECURE TO
t0 TRUSSSEE
ENG. FOR
FASTENER SECURE t0
0
0'-0' TO 30'-0" (U
HOLES w/ IOd NAILS INTO
NAILS TRUSS W/
ADDITIONAL HORIZONTAL.
SCHEDULE ON SHEET TRUSS W/
�.
X-BRACE
WOOD BACKINGS
I/2" COX OR "I/16" OSB
(2) 12d
TRUSS REINFORCEMENT,
D2 FOR SHEATHING
FASTENER PATTERN
(2) 12d
NA
30'-1" TO 60'-0" (3)
X-BRAGS (l) X-BRACE
DO NOT PLACE SCREW IN
HOLE TOP
SECURE TO WALL PER
FASTENER SCHEDULE
NAILS
0'-0" TO 30'-0" (1)
1/2" COX OR 1/16' 055
a CENTER AND (2)
TOP
MASONRY WALL -
TOP NEAREST To
OF CMu BLOCK WALL
ON SHEET 02
X-BRACE
30'-1" TO 60'-0" (3)
SECURE TO WALL PER
FASTENER SCHEDULE
BRACE DIVIDED
E QUALY FROM CENTER
B
STRA cT BortoM OF
STI¢4P to a BLOCK WALL
OR 7/16" ZIP SHEATHING
SYSTEM I (INSTALLED PER
X-BRACE (1) X-BRACE
ON SHEET D2
TO END
�
14
W/ (T) 3/16' PIA. X 1- 1/4'
CENTER AND l2)
OR 1/16" ZIP SHEATHING
TAPCON MASONRY
MANUF. SPECS)
BRACE DIVIDED
SYSTEM (INSTALLED PER
CONT. 2x4 5PF RAT RUN SECURED
2—STORY
cMUBLocKwALL s ws
WEEP SCREED,,SHT SEE
DETAIL iBSHEET WAZ
GONt. 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER
(2) 12d's a EACH TRUSS TO END
ANUF. SPECS.)
2X4 W/ 3/V X 5 LACs
(2) 12d's a EACH TRUSS
ABLE END
2X6 P.T. SECURE: W/
(2) 2x4. 02 S.Y.P. DIAGONAL BRACE W
GABLE
a32 O.G. MAX. "
SIMPSON MST 4 a
(2J 2x4 {'2 S.Y.P. DIAGONAL BRAGS W/
(3) 12d's a EACH TRUSS DIAGONAL S
I/2'XS" ANCHOR
BOLL 32 O.C. MAX.
"
(3) 12d'o a EACH TRUSS DIAGONAL
X_g}R,q.
C:ING TO COVER 5-TRUSSES X— BRACING
e,
32.c. MAX.
D TOP PLATE
X-BRACING TO COVER 5-TRUs5Es
5/8' GYPSUM BOARD OR 1/2" HIGH
BRA
8
XTERIOR STUD WALL CONNECTIO
FIRST FLOOR MASONRY WALL
NAIL GABLE TO 2X6
W/ 12d NAILS 6" O.C.
5/g" GYPSUM BOARD OR 1/2" HIGH ,_ - "
STRENGTH CLG. BOARD SCALE: 3/4 -I 0
2 UD 16" O.C. MAX.
STRENGTH CLG. BOARD
I, _
SCALE: 3/4 -
qTO
e) SCALE: NTS
MAX.
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www. a b d es i gn gro u p. co m
AA #: 0003325 J
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W
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»'vslarv: ae LOT:
CREEKSIDE
LOT 52
P3MOZMCT#
04321.000 052R1
MODELe
4EBB
"1828—CALI"
GARAGE BWMC;:
LEFT
PAGE:
SHINGLE MONO.
2—STORY
WALL
SECTIONS & NOTES
160 MPH EXP C
Dw06/01/18 l
BCATaM 1/4"=1'—C
8*=ET
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