3769 Hanworth Lp 18-2796 (a)IA-7
VERSION O 1
FOR:1
UCuiO COPY
pznEWEC' -UR CODE COMPLIANCE
PLANS EXAMINER
DATE
St11iFCr<v �.)1!�` h DIVIS10N
A PERMIT ISSUED SHALL ;;L v :..1 PuLD TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THFREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
COMPACTION TEST
REQUIRED
Results to be i 2rifted
at Slab Inspection
ILD ryanhomescom
SAte'FORD # 8 5 �'
�� RTM�� # 1 8- 2 4 50
STATE OF FLORIDA
DESIGN CRITERIA: ABBREVIATIONS REVISIONS ; __ INDEX OF DRAWINGS
CERTIFIED BUILDING CONTRACTOR: ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION SHEET # DESCRIPTION
• FLORIDA BUILDING CODE RESIDENTIAL A/C AIR CONDrrIONING LUM. LUMINOUS
RYAN HOMES - ORLANDOADJ. ADJUSTABLE M.C. MEDICINE CABINET CS COVER SHEET
(FBCR), 6TH EDITION(2017) ALT. ALTERNATE MFR. MANUFACTURER GN GENERAL NOTES
4307 VINELAND ROAD, SUITE 102 AMP. AMPERAGE MIN. MINIMUM 1 FRONT & REAR ELEVATIONS
ORLANDO, FL 32811 • ALL LOCAL AND STATE CODES BD. BOARD MTD. MOUNTED
CL CENTER LINE MTL. METAL 2 LEFT BC RIGHT ELEVATIONS
CAB. CABINET N.T.S. NOT TO SCALE 3 FIRST FLQOR PLAN
RYAN HOMES — TAMPA • OCCUPANCY — RESIDENTIAL, GROUP R3 CLG. CEILING O.C. ON CENTER 4 SECOND FLOUR PLAN
1409 TECH BLVD., SUITE 202 • CONSTRUCTION TYPE- VB CLR
ON CLEAR PL PUSH B TY LINE
CONC. CONCRETE P.B. PUSH BUTTON 4.1 STAIR SECTION
TAMPA, FL 33619 • MIN. INTERIOR FINISH — CLASS C GOND. CONDENSER PH. PHONE 5 FOUNDATION PLAN
• BASIC WIND SPEED — VULT = 150 MPH CPT. CARPET PLT. PLATE
C.T. CERAMIC TILE PLYWD. PLYWOOD 5A FOUNDATION DETAILS
VASD = 116 MPH D. DRYER PR. PAIR - 5B DOWEL PLAN
• RISK CATEGORY II DBL. DOUBLE P.T. PRESSURE TREATED
• _STATE OF FLORIDA D.G. DUAL GLAZED R. RISER 5C LINTEL -PLAN (LOTT'S)
PROFESSIONAL ARCHITECT: •EXPOSURE CATEGORY - EXPOSURE C DIA. DIAMETER RAD. RADIUS 5D LINTEL PLAN (CAST -CRETE)
• 1 -STORY RESIDENCE DIM. DIMENSION R.A.G. RETURN AIR GRILL 5E UNTEL PLAN (QUALITY PRECAST)
JAMES CANTWELL • 2—STORY RESIDENCE - MAX. HEIGHT AS PER DISP. DISPOSAL
DP. DEEP REF. REFRIGERATOR 6 FIRST FLOOR FRAMING PLAN
AR NO. 12079 LOCAL AND STATE CODES DR. DOOR RM. ROOM 7 SECOND FLOOR ROOF FRAMING PLAN
D.S. DOWNSPOUT R.O. ROUGH OPENING B ENTRY FRAMING SECTION
DTL. DETAIL S.D. SMOKE DETECTOR
A.B. DESIGN GROUP, INC. WIND SPEED & EXPOSURE CATEGORY D.W. DISHWASHER S.H. SINGLE HUNG 9 FIRST FLOOR ELECTRICAL PLAN
1441, NORTH RONALD REAGAN BLVD. EA. EACH SHT. SHEET 9.1 SECOND FLOOR ELECTRICAL PLAN
FLORIDA 32750 BY COMMUNITY EELEVATION SHTHG. SHEATHING
LONGWOOD
, EQ.
EQUAL SHWR. SHOWER
EXH. EXHAUST SIM. SIMILAR DI SECTIONS/DETAILS
Fax (407) 774-4078 Tel: (407) 774-6078 EXT. EXTERIOR SL. SLIDING D2 SECTIONS/DETAILS
AYERSWORTH GLEN 150—BI
F.G./FX . FIXED GLASS SL. GL. SLIDING GLASS
F.G. FUEL GAS STD. STANDARD D3 SECTIONS/DETAILS
BAYBERRY WOODS 150-B FIN. FINISH TEMP. TEMPERED GLASS
FLR. FLOOR THK. THICK D4 SECTIONS/DETAILS
CARRIAGE POINT 150-B FLUOR. FLUORESCENT T.O.C. TOP OF CURB D5 SECTIONS/DETAILS
FR. DR. FRENCH DOOR T.O.P. TOP OF PLATE D6 SECTIONS/DETAILS
CHAMPION'S RESERVE 140—B FTG. FOOTING T.O.S. TOPOFSLA6
CREEK SIDE 140-8 GA. GAUGE TYP. TYPICAL D7 WINDOW SCHEDULE
GAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED
CYPRESS
DRAWING / CONTRACT DOCUMENT PRESERVE 139=G' G.F.I. GROUND -FAULT CIRCUIT OTHERWISE .
INTERRUPTER V.P. VAPOR PROOF WAi WALL ASSEMBLY DETAILS
REVIEW BY BUILDER HIGHLAND MEADOWS 140—B GL. GLASS W. WASHER WA2 WALL ASSEMBLY DETAILS
GYP. BD. GYPSUM BOARD W/ WITH WA3 WALL ASSEMBLY DETAILS
KENSINGTON RESERVE 140—B H.B. HOSE BIB WD. WOOD
LAKES AT LUCERNE 140—B H.C. HOLLOW CORE WDW. WINDOW WA4 WALL ASSEMBLY DETAILS
HDR. HEADER W/H WATER HEATER WA5 WALL ASSEMBLY DETAILS
THE BUILDER ASSUMES ALL LIABILITY FOR LUCAYA LAKE CLUB 150—C INSUL. HT HEIGHT W.I. WROUGHT IRON
INSUL. INSULATION
INTERPRETATION OF THE CONTRACT DOCUMENTS. McCORMICK RESERVE 140—B INT. INTERIOR
IF ANY ASPECT OF THE CONSTRUCTION (AS OCOEE PINES 140-B
DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR ORCHID ESTATES 140—B SQ.FT. CALL.'S
AND IN NEED OF FURTHER DETAILING OR OSPREY LANDING 150—C
EXPLANATION IN ORDER TO BUILD THIS PROJECT SERENOA 140—B
BASED ON THIS DRAWING SET, THE CORRECT SHADOW RIDGE 140—B
FOR THE BUILDER TO SUBMIT A IST FLR LIVING 1,264 Sca.1=1'.
PROCEDURE IS
SOUTHFORK LAKES 150—B 2ND FLR. LIVINGS 1,296 SGL FT.
WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO VICTORIA TRAIL 140—B
THE ARCHITECT OR ENGINEER FOR CLARIFICATION. TOTAL LIVING 2,560 SO. FT.
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN THESE PLANS ARE DESIGNED AND ENGINEERED ENTRY 114 SGL FT.
RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY FOR A WIND SPEED AND EXPOSURE CATEGORY OF GARAGE 453 Sa FT.
MANNER. AB DESIGN GROUP TAKES NO 150—C RESPECTIVELY. IN THE CONDITION THAT LANAI 242 sa FT.
RESPONSIBILITY FOR INTERPRETATIONS OF THIS HOME IS BUILT IN A WIND SPEED AND
CONSTRUCTION BY THE BUILDER WHEN NO RFI's EXPOSURE CATEGORY LESS THAN 150—C, PLEASE TOTAL 3369 SoL FT.
HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF
REFER TO GENERAL NOTES SHEET (GN), SECTION
THE CONSTRUCTION BASED ON THE DRAWING SET. TIMBER, NOTE 20 FOR EXTERIOR STUD SPACING. ,
ARCHITECTS
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
_ 4
IA-7
VERSION O 1
FOR:1
UCuiO COPY
pznEWEC' -UR CODE COMPLIANCE
PLANS EXAMINER
DATE
St11iFCr<v �.)1!�` h DIVIS10N
A PERMIT ISSUED SHALL ;;L v :..1 PuLD TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THFREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
COMPACTION TEST
REQUIRED
Results to be i 2rifted
at Slab Inspection
ILD ryanhomescom
SAte'FORD # 8 5 �'
�� RTM�� # 1 8- 2 4 50
STATE OF FLORIDA
DESIGN CRITERIA: ABBREVIATIONS REVISIONS ; __ INDEX OF DRAWINGS
CERTIFIED BUILDING CONTRACTOR: ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION SHEET # DESCRIPTION
• FLORIDA BUILDING CODE RESIDENTIAL A/C AIR CONDrrIONING LUM. LUMINOUS
RYAN HOMES - ORLANDOADJ. ADJUSTABLE M.C. MEDICINE CABINET CS COVER SHEET
(FBCR), 6TH EDITION(2017) ALT. ALTERNATE MFR. MANUFACTURER GN GENERAL NOTES
4307 VINELAND ROAD, SUITE 102 AMP. AMPERAGE MIN. MINIMUM 1 FRONT & REAR ELEVATIONS
ORLANDO, FL 32811 • ALL LOCAL AND STATE CODES BD. BOARD MTD. MOUNTED
CL CENTER LINE MTL. METAL 2 LEFT BC RIGHT ELEVATIONS
CAB. CABINET N.T.S. NOT TO SCALE 3 FIRST FLQOR PLAN
RYAN HOMES — TAMPA • OCCUPANCY — RESIDENTIAL, GROUP R3 CLG. CEILING O.C. ON CENTER 4 SECOND FLOUR PLAN
1409 TECH BLVD., SUITE 202 • CONSTRUCTION TYPE- VB CLR
ON CLEAR PL PUSH B TY LINE
CONC. CONCRETE P.B. PUSH BUTTON 4.1 STAIR SECTION
TAMPA, FL 33619 • MIN. INTERIOR FINISH — CLASS C GOND. CONDENSER PH. PHONE 5 FOUNDATION PLAN
• BASIC WIND SPEED — VULT = 150 MPH CPT. CARPET PLT. PLATE
C.T. CERAMIC TILE PLYWD. PLYWOOD 5A FOUNDATION DETAILS
VASD = 116 MPH D. DRYER PR. PAIR - 5B DOWEL PLAN
• RISK CATEGORY II DBL. DOUBLE P.T. PRESSURE TREATED
• _STATE OF FLORIDA D.G. DUAL GLAZED R. RISER 5C LINTEL -PLAN (LOTT'S)
PROFESSIONAL ARCHITECT: •EXPOSURE CATEGORY - EXPOSURE C DIA. DIAMETER RAD. RADIUS 5D LINTEL PLAN (CAST -CRETE)
• 1 -STORY RESIDENCE DIM. DIMENSION R.A.G. RETURN AIR GRILL 5E UNTEL PLAN (QUALITY PRECAST)
JAMES CANTWELL • 2—STORY RESIDENCE - MAX. HEIGHT AS PER DISP. DISPOSAL
DP. DEEP REF. REFRIGERATOR 6 FIRST FLOOR FRAMING PLAN
AR NO. 12079 LOCAL AND STATE CODES DR. DOOR RM. ROOM 7 SECOND FLOOR ROOF FRAMING PLAN
D.S. DOWNSPOUT R.O. ROUGH OPENING B ENTRY FRAMING SECTION
DTL. DETAIL S.D. SMOKE DETECTOR
A.B. DESIGN GROUP, INC. WIND SPEED & EXPOSURE CATEGORY D.W. DISHWASHER S.H. SINGLE HUNG 9 FIRST FLOOR ELECTRICAL PLAN
1441, NORTH RONALD REAGAN BLVD. EA. EACH SHT. SHEET 9.1 SECOND FLOOR ELECTRICAL PLAN
FLORIDA 32750 BY COMMUNITY EELEVATION SHTHG. SHEATHING
LONGWOOD
, EQ.
EQUAL SHWR. SHOWER
EXH. EXHAUST SIM. SIMILAR DI SECTIONS/DETAILS
Fax (407) 774-4078 Tel: (407) 774-6078 EXT. EXTERIOR SL. SLIDING D2 SECTIONS/DETAILS
AYERSWORTH GLEN 150—BI
F.G./FX . FIXED GLASS SL. GL. SLIDING GLASS
F.G. FUEL GAS STD. STANDARD D3 SECTIONS/DETAILS
BAYBERRY WOODS 150-B FIN. FINISH TEMP. TEMPERED GLASS
FLR. FLOOR THK. THICK D4 SECTIONS/DETAILS
CARRIAGE POINT 150-B FLUOR. FLUORESCENT T.O.C. TOP OF CURB D5 SECTIONS/DETAILS
FR. DR. FRENCH DOOR T.O.P. TOP OF PLATE D6 SECTIONS/DETAILS
CHAMPION'S RESERVE 140—B FTG. FOOTING T.O.S. TOPOFSLA6
CREEK SIDE 140-8 GA. GAUGE TYP. TYPICAL D7 WINDOW SCHEDULE
GAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED
CYPRESS
DRAWING / CONTRACT DOCUMENT PRESERVE 139=G' G.F.I. GROUND -FAULT CIRCUIT OTHERWISE .
INTERRUPTER V.P. VAPOR PROOF WAi WALL ASSEMBLY DETAILS
REVIEW BY BUILDER HIGHLAND MEADOWS 140—B GL. GLASS W. WASHER WA2 WALL ASSEMBLY DETAILS
GYP. BD. GYPSUM BOARD W/ WITH WA3 WALL ASSEMBLY DETAILS
KENSINGTON RESERVE 140—B H.B. HOSE BIB WD. WOOD
LAKES AT LUCERNE 140—B H.C. HOLLOW CORE WDW. WINDOW WA4 WALL ASSEMBLY DETAILS
HDR. HEADER W/H WATER HEATER WA5 WALL ASSEMBLY DETAILS
THE BUILDER ASSUMES ALL LIABILITY FOR LUCAYA LAKE CLUB 150—C INSUL. HT HEIGHT W.I. WROUGHT IRON
INSUL. INSULATION
INTERPRETATION OF THE CONTRACT DOCUMENTS. McCORMICK RESERVE 140—B INT. INTERIOR
IF ANY ASPECT OF THE CONSTRUCTION (AS OCOEE PINES 140-B
DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR ORCHID ESTATES 140—B SQ.FT. CALL.'S
AND IN NEED OF FURTHER DETAILING OR OSPREY LANDING 150—C
EXPLANATION IN ORDER TO BUILD THIS PROJECT SERENOA 140—B
BASED ON THIS DRAWING SET, THE CORRECT SHADOW RIDGE 140—B
FOR THE BUILDER TO SUBMIT A IST FLR LIVING 1,264 Sca.1=1'.
PROCEDURE IS
SOUTHFORK LAKES 150—B 2ND FLR. LIVINGS 1,296 SGL FT.
WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO VICTORIA TRAIL 140—B
THE ARCHITECT OR ENGINEER FOR CLARIFICATION. TOTAL LIVING 2,560 SO. FT.
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN THESE PLANS ARE DESIGNED AND ENGINEERED ENTRY 114 SGL FT.
RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY FOR A WIND SPEED AND EXPOSURE CATEGORY OF GARAGE 453 Sa FT.
MANNER. AB DESIGN GROUP TAKES NO 150—C RESPECTIVELY. IN THE CONDITION THAT LANAI 242 sa FT.
RESPONSIBILITY FOR INTERPRETATIONS OF THIS HOME IS BUILT IN A WIND SPEED AND
CONSTRUCTION BY THE BUILDER WHEN NO RFI's EXPOSURE CATEGORY LESS THAN 150—C, PLEASE TOTAL 3369 SoL FT.
HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF
REFER TO GENERAL NOTES SHEET (GN), SECTION
THE CONSTRUCTION BASED ON THE DRAWING SET. TIMBER, NOTE 20 FOR EXTERIOR STUD SPACING. ,
ARCHITECTS
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
BUSDIV. 8e LAT:
KENSINGTON
RESERVE
(LOT 34)
MODEL
SANTA ROSA
(VERSION#01)
PROJECT#:
02997.000 034R1
PAGE:
COVER
SHEET
ARCHTECT:
STATE OF FLOF9DA
1qr
J `AIVTW�L
t�O 12079
ani
6/7/18
%CALF: 1/4"=1'— 0"
SHEET
CSOF 9
0
Lr)
N
00
D
3
�9
Cn
01111111111
L110mmummmmmp
BUSDIV. 8e LAT:
KENSINGTON
RESERVE
(LOT 34)
MODEL
SANTA ROSA
(VERSION#01)
PROJECT#:
02997.000 034R1
PAGE:
COVER
SHEET
ARCHTECT:
STATE OF FLOF9DA
1qr
J `AIVTW�L
t�O 12079
ani
6/7/18
%CALF: 1/4"=1'— 0"
SHEET
CSOF 9
0
Lr)
N
00
D
3
�9
Cn
GENERAL NOTES
ROOF LIVE LOADS **
_
WINDSPEED/EXPOSURE
21.
CA.
" MIN MUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017}.
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.
6.
ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/.".
16.
TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING
D.1.
FIBERGLASS SHINGLES 17
@ 12' O.C.
NIA
D.2.
ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/. INCH AND NOT MORE
7.
PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE
@ 16' O.C.
THAN % INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES
-
WIND LOAD CRITERIA
E.6. ENCLOSED BUILDINGS t0.18
INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
17.
PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSVTPI 1-2007 NATIONAL DESIGN
A FLOOR LIVE LOADS
rPSF)
REINFORCING STEEL
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED
Al. SLEEPING ROOMS
30
8.
CONTRACTOWOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
F.2. GUARDRAILS IN -FILL COMPONENTS 50
TO L1240.
A2. ATTICS WI STORAGE
20
GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION
1.
ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE
A3. ATTICS W/OUT STORAGE
10
9.
FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017)_
18.
THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT
A4. POOLROOMS
75
" PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4
POLYMER PAINT.
A5. BALCONIES
40
REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
" FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6.
A6. DECKS
40
MASONRY
19.
ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE •SI MPSON' STRONGTIE BY SI MPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL
AT STAIRS
40
BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED.
BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE FIELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT
CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG.
A.B. ALL OTHER ROOMS
40
DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND10R FABRICATION OF THE WORK. ALSO SEE'DRAWINGICONTRACT DOCUMENT REVIEW
COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION(2017)
( }
" W • ,
CONDENSATION LINES SHALL BE MINIMUM /a PVC (SCHEDULE 40), INSULATED WITH /s AMAFLEX.
1.
MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ ACI 530/ ASCE 5.
20.
DRAFTSTOPPI NG TO COMPLY WI FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE
B FLOOR DEAD LOADStpSFi
4.
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH
3. CONDENSATION LINES SHALL BE MINIMUM % PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX.
CONCEALED SPACE OF A FLOORICEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9M).
B.I. ALL AREAS
10
2.
CONCRETE MASONRY UNITS SHALL BE GRADE 'N' TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE
.ovovvovoo,
ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
4. SHOWER HEADS SHALL HAVE A ROW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
MASONRY UNITS MINIMUM COMPRESSIVE STRENGTH OF Ft =1500 PSI
5.
C.
ROOF LIVE LOADS **
_
WINDSPEED/EXPOSURE
21.
CA.
" MIN MUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017}.
3.
OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK
D.
ROOF DEAD LOAD rPSF)
4.
MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
D.1.
FIBERGLASS SHINGLES 17
@ 12' O.C.
NIA
D.2.
CONCRETE TILES 25
5.
MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/. INCH AND NOT MORE
@ 16' O.C.
@ 16' O.C.
@ 16' O.C.
THAN % INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES
E.
WIND LOAD CRITERIA
E.6. ENCLOSED BUILDINGS t0.18
- -
E 1
BASIC WIND SPEED VIT= 150 MPH NASD = 116 MPH
6
GROUT SHALL BE IN ACCORDANCE WITH ASTM 0476 STANDARD SPECIFICATIONS FOR GROUT
MAXIMUM STUD LOAD CAPACITY (SYP #2)
FRAME WALL HEIGHT @ 8'-0"
WINDSPEED/EXPOSURE
140MPH/B
140MPH/C
140MPH/D
15OMPH/B
150MPH/C .
160MPH/C
2x4 STUD SPACING
@ 16' O.C.
@ 16' O.C.
@ 12' O.C.
@ 16' O.C.
@ 12' O.C.
NIA
2x6 STUD SPACING
@ 16'0.C.
@ 16'0.C.
@ 16' O.C.
@ 16' O.C.
@ 16' O.C.
@ 16' O.C.
ARCHITECT S
/Design
rob �.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA M 0003325
r
, FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE
E.2. EXPOSURE CATEGORY C
PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017)
�
E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85
22. INVENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION.
EA. INTERNAL PRESSURE COEFFICIENT (GC -p) 0.18
7.
FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
E.5. OPEN BUILDINGS 0.00
p r
PLUMBING
E.6. ENCLOSED BUILDINGS t0.18
8.
MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN.
F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSFf
REINFORCING STEEL
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
F.I. GUARDRAILS AND HANDRAILS 200
F.2. GUARDRAILS IN -FILL COMPONENTS 50
2. WATER SUPPLY LINES SHALL BE:
GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION
1.
ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE
2.1. CPVC. OR
STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2.2. PIX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR 6TH EDITION (2017)
3.
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALLEN MENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES
" PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4
ARE FOUND
2.
REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
" FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6.
" PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1' PER 100' OF LINE WITH EVERY 10"F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST
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
3.
CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH.
BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED.
BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE FIELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT
DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL
* PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10' VERTICALLY PER TABLE 2605.1 OF THE FBCR 6TH EDITION (201
DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND10R FABRICATION OF THE WORK. ALSO SEE'DRAWINGICONTRACT DOCUMENT REVIEW
COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION(2017)
( }
" W • ,
CONDENSATION LINES SHALL BE MINIMUM /a PVC (SCHEDULE 40), INSULATED WITH /s AMAFLEX.
BY BUILDER' NOTE ON COVER SHEET (CS).
�IIIIIIIIII
4.
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH
3. CONDENSATION LINES SHALL BE MINIMUM % PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX.
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
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25'.
.ovovvovoo,
ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
4. SHOWER HEADS SHALL HAVE A ROW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5.
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25'
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
WHEREVER POSSIBLE.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
6.
CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7.
DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR 6TH EDITION (2017).
8.
THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTENAPPROVAL FROM THE ARCHITECTIENGINEER.
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
B.1. fi, W31 OR D31 AND SMALLER
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017).
9.
NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND
C.1. #11 AND SMALLER VI•
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10.
WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE
D. BEAMS & COLUMNS:
INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING
DA PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1�z"
10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR,
CODE RESIDENTIAL, 6TH EDITION (2017).
6TH EDITION (2017)
7.
DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT.
11.
ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED.
FIRE-RESISTANT CONSTRUCTION
ELECTRICAL
12.
OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24' AF.F. AND MORE THAN 72"' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE
THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017).
1. UNDER STAIR PROTECTION
1.
ALL ELECTRICAL TO COMPLY WITH THE FBCR 6TH ED (2017) AND NEPA 70, NEC 2014 EDITION.A
GARAGES AND CARPORTS
ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH X' GYPSUM BOARD,
2.
ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE
FBCR 6TH EDITION (2017) SECTION 302.7
DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017)
1.
GARAGE DOOR
3.
NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS
EXTERIOR FINISHES
A ENGINEERED FOR 150 MPH MIN WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
4.
75%OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1.
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
5.
125 -VOLT, SINGLE-PHASE, 15- AND 20 -AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL.
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND,
NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE.
2.
AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS
6.
OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL
BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1
7.
REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL
2 STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926
318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1
8.
NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACHATTACHED GARAGE, AND IN EACH DETACHED GARAGE.
3. LATH & ACCESORIES PER ASTM -C -1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017}. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO:
3.
AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE
THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE
CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO
INSTALLED FOR EACH MOTOR VEHICLE SPACE.
- ALL STUCCO CONTROL JCINTS - KICK -OUT DETAILS
OPENINGS INTO THE GARAGE.
- 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS
p
TIMBER
PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS
4.
AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTICAREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD
- WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS
APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR
- CASING BEAD DETAILS - DRIP EDGE DETAILS
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 14 -INCH GYPSUM BOARD OR
1.
ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
- CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS
- WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS
tAErQUIVALENT.
Ii
SITE WORK RK
A AMERICAN INSTITUTE OF TI M3ER CONSTRUCTION (STANDARDS MANUAL)
- W NDOW FLASH NG DETAILS
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
B.I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
SHALL BE INSTALLED PER ASTM -01063 -11A AND R703 OF THE FBCR 6TH EDITION (2017)
1.
REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
G SOUTHERN PINE INSPECTION BUREAU
C.1. STANDARD GRADING RUES FOR SOUTHERN PINE LUMBER
4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IR (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE
2.
REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERA- NOTES.
D. TRUSS PLATE INSTITUTE:
ASTUC-1063
THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIRSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION
D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007)
E. APA - THE ENGINEERED WOOD ASSOCIATION:
5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -G1063
3.
PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL
E.I. ENGINEERED WOOD CONSTRUCTION GUIDE
BE 1'- O" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN
MAINTENANCE
THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY
2.
ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIR) MACHINE GRADE LUMBER UNO.
PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TACE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION.
A Fb =1,100 PSI Fv =175 PSI E = 1,400,000 PSI
IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING NTH PARTICULAR EMPHASIS ON EXTERIOR
4.
FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE
B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TCI RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS.
CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE I MPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS.
WITH ASTM D-1557.
3.
LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE).
�7 f[
CONSTRUCTION OBSERVATION
N
5.
ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS IF DIFFERENT CONTACT THIS ARCHITECT.
4.
ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
6.
NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN IA THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
5.
. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS.
1. CONSTRUCTION OBSERVATION SERVICES/ CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THS PROJECT.
7.
ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL PLACE IN 8' LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN
ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SQ THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
6.
ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS ANDIOR NUTS WHEREIN CONTACT WITH WOOD.
2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER S /CONTRACTORS
PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR
6.
COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
7.
NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017).
INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION.
9.
DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. {WHERE APPLICABLE}
B.
FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116' OSB EXPOSURE -1 OR 112' CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS
GREATER THAN 16' ON CENTER 1U AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING
10.
EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE.
9.
FOR CEMENTIOUS TILE ROOFS, SFEATHING SHALL BE STRUCTURAL GRADE 518' OSB EXPOSURE -1 OR 518' CDX PLYWOOD OR 15132' APA'RATED O.S.B. SHEATHING, PROVIDE PANEL -CLIPS
11.
THE GENERAL CONTRACTOR MUST TACE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING
12.
THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED
10.
FLOOR SHEATHING SHALL BE STRUCTURAL GRADE/: SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01
SURVEY WHICH COMPLIES WITH ALL LOCA- CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
SHALL ONLY BE USED.
13.
SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
11.
WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE -1 OR V2' CDX PLYWOOD OR 15132' APA -RATED O.S.B. OR 1/2 'ZIP BOARD SYSTEM, INSTALLED PER
CONCRETE
MANUFACTURER SPECIFICATIONS.
12.
MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT. SQ.
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 31 B-1 L
13.
PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
2.
ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MIN MUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED
14.
AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR
OTHERWISE ON THE DRAWINGS AND PROMS ONS OF TABLE R402.2
THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS
AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH
3.
ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM 033 03. MAXIMUM AGGREGATE SIZE SHALL BE W.
CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. A13 DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT.
4.
PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER
15.
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
5.
BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION.
CONTROL DATE. 01/01/18
ARCHITECT S
/Design
rob �.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA M 0003325
r
�
�IIIIIIIIII
.ovovvovoo,
svBD=v. ac LOT:
KENSINGTON
RESERVE
(LOT 34)
MODEL:
SANTA ROSA
(VERSION#01)
PROJECT#:
02997.000 034R1
PAGE:
GENERAL
NOTES
ARCHITECT. -
STATE OF FLOFWA
Liar o
ANTWELL
0/g
J
NO 12079
rDW: 5/7/1E
s ALE: 1/4"=1'- 0"
SHEET
G IN o r 9
6' UL rwR��4'fIS�jDw'
vEco WNDow
SHUTTER
1 STUCCO■ BAND DTL.
2'-4'
11,2'-0'
—
1017
STlI000
B,4rIDIWCs �■
+2'
2' 2=
ENTRY & GARAGE ATTIC VENT
CALCS
OF ATTIC
256 WL
NET FREE VENTILATION ARBA REQCTMM (1/150)
1.71 Mm
REQUIRED VENTILATION AREA 1.71 a 1,44y -WA
SQ.QL
SOFFIT VENT VENMATION PER LF
11.74 KQL/IF
REQUIRED LF OF SOFFIT VENTIIATION
21LF
PROVIDED LF OF SOFFIT VENTILATION
53 LF
MORNING RM. W LANAI ATTIC
CALM
VENT
AREA OF ATTIC
45414FL
NET FREE VENTILATION AREA REQUMM (1/300)
L51 Krt
REQUIRED VENTILATION AREA 1.51 z 144
217.9 KBE
MIN. REQUIRED VENTILATION IN UPPER
PORTION OF ATTIC (0.5 a 217.9)
109.0 KEK
OFF RIDGE VENTILATION AREA
115 RD1/VW
SOFFIT VENT VENTILATION PER LF
11.74 SQ.QL/IF
TOTAL # OF VENTS REQUIRED
0.95
TOTAL # OF VENTS PROVIDED
I
REQUIRED SQIN VENTIIATION IN TOP OF ROOF
109 SQ.QL
REQUIRED LF OF SOFFIT VENTIIATION
10 IF
PROVIDED LF OF SOFFIT VENTUA71ON
52 IF
2ND FLOOR ATTIC VENT
CALCS
AM OF ATTIC
1296 nm
NET FREE VENTILATION AREA REQUIRED (1/300)
4.32 KFL
REQUIRED VENTILATION AREA 4.32 z 144
622.1 SQ.QL
MIN. REQUIRED VENTIUTION IN UPPER
PORTION OF ATTIC (0.5 z 622.1)
au WI
OFF RIDGE VENTILATION AREA
115 84[K/VUT
SOFFIT VENT VENTIIATION PER LF
11.74 14DE F
TOTAL # OF VENTS REQUIRED
E70
TOTAL # OF VENTS PROVIDED
9
REQUIRED SQIN VENTIIATION IN TOP OF ROOF
311 WE
REQUIRED LF OF SOFFIT VENTILATION
27 IF
PROVIDED LF OF SOFFIT VENTUATION
160 IF
ARCHITECTS
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
2 COLUMN STUCCO BAND DTL.
;1DECO STUCCO BANDING DTL.
Br -&-Pt 3/d m 1'-®■
8xmDIV. & LIT:
KENSINGTON
RESERVE
(LOT 34)
MODEL:
SANTA ROSA
(VERSION#01)
PROJECT#:
02997.000 034R1
PAGE:
FRO, NT &
REAR
ELEVATIONS
nRC-irrEcr=
STATE OF FLOFlDA
dfgy - -<
12079
SFFD /1 5 ;;;7 /18
ALE:1/4'==1'-0"
SHEET {�
of LJ
�"I'III'II
\�0000000�
2 COLUMN STUCCO BAND DTL.
;1DECO STUCCO BANDING DTL.
Br -&-Pt 3/d m 1'-®■
8xmDIV. & LIT:
KENSINGTON
RESERVE
(LOT 34)
MODEL:
SANTA ROSA
(VERSION#01)
PROJECT#:
02997.000 034R1
PAGE:
FRO, NT &
REAR
ELEVATIONS
nRC-irrEcr=
STATE OF FLOFlDA
dfgy - -<
12079
SFFD /1 5 ;;;7 /18
ALE:1/4'==1'-0"
SHEET {�
of LJ
r
—SNMGLES, (TYP)
OFF -RIDGE VENT - -
rkRCHITECTSI
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
18'-8 3!4' BRCx. NC�t.
UJ/ 8' H =EL TYP.
1'1'-4' BRCS. WGT.
W/ 8' NEEL TYP.
TmRED GEMENTIOUS
COATING PER (ASTM C92b)
ro
(TYP)
�IIIIIIIIII
12
41—
IZ
10'-8
�00000voo,
� 5
3/4' 2ND F.F.
_ _ - _ - -
- -
-
- - _ -
10'-8 3/4' 2ND F.F.
-
- - - - _
- - -
V-4' 5R3. HGT.
_
_
_ _ _
9RCz
'-4' B. WGT.
8'-0' NDR. +IC t.
_ _ ------ _ .......
___ ___ _ _ _ _ _
_ _ _ _
_
_
_ 8'-0' WDR. NGT.
CTEX� CEMENTIOl1S
COATING PER (ASPM 6926)
(TYP)
0'-0' 1=1N. FLR.
------
. _ _ _ _ - _ -
,40'-0' FIN. FLR,
_ _ _ _ _ _
_
_
LEFT ELEVATION
SCALE: 1/4 a I'-0' ELEVATION 'Cl
OFF -RIDGE VENT - -
rkRCHITECTSI
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 34)
MODEL:
SANTA ROSA
(VERSION#01)
PROJECT#:
02997.000 034R1
PAGE:
LEFT &
RIGHT
ELEVATIONS
ARCHn=-CT.-
STATE OF FLOFUDA
J ,,Ci4lVTWE�L
AR Nd 12079
5 /7 /19
CALL:
HEET
2 OF 9
�IIIIIIIIII
�00000voo,
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 34)
MODEL:
SANTA ROSA
(VERSION#01)
PROJECT#:
02997.000 034R1
PAGE:
LEFT &
RIGHT
ELEVATIONS
ARCHn=-CT.-
STATE OF FLOFUDA
J ,,Ci4lVTWE�L
AR Nd 12079
5 /7 /19
CALL:
HEET
2 OF 9
S Q. FT. CALC . S
IST FLP, LIVING
1,264
SGL FT.
2ND FLR LIVING
1,296
SGS. PT.
M WH WM
1
SQ PT.
TOTAL LIVING
2,560
ENTRY
114
SQ. FT.
GARAGE
453
SQ. FT.
LANAI
242
SQ FT.
TOTAL
3369
SGL PT.
OOWMWAM CLADCM WM LOADS BASIC WM EXPCOM
FOR 3 SEOOND amara
CALL #
WKM
DEDGMTM
ZONE
M WH WM
1
112
161-01 x 11_01
5
2659/-31!09
2
24
3080 DR
4
30 8/-32. t8
3
19
26 -SH
4
3051/--3321
4
19
26 -SH
5
3fa57/-40.05
5
50
(3) 25 -SH
5
2635/-3325
6
50
6080 SCID
4
2859/-3129
1
33
(2) 25 -SH
4
29.41/-32.11
WIND DESIGN CRITERIA
A. BASIC WIND SPEED MPH (3 SECOND GUST)
VULT=150 / VASO =116 MPH
B. INTERNAL PRESSURE COEF:FICENT=+ .18
C. RISK CATEGORY=TYPE 11
D. EXPOSURE CATEGORY C
NOTE:
VALUES FOR COMPONENTS 4 CLADDING PRESSURE AIRS BASED ON
THE VUlt DESIGN WIND SPEED. F5CR 6TH ED. (2011) ALLOWS THESE
Pr%MSSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR
NOMINAL TESTED VALUES USED 5Y PRODUCT MANUFACTURERS.
NOTE:
1. I TO DRYIII&L MTALLATION ON ALL FRAMING ME'9BER5 2'-0' FROM Tf-E FH%4
FLOOR WILL. 5E SPRAYED AND TREATED Wt WRATE' A TERMITE TREATED SPRAY
3 1/2'
2x4 W= FRN"W-
a *1 Or.
CABINET
SECTION
KAB I�N ET SECTION
cp
N
ARCHITECTS -)
FAX:407-774-4078
L - i
www.abdesigngroup.com
AA
#:0003325
r
DOL TOP
B
FAM
2x4 W= FRN"W-
a *1 Or.
CABINET
SECTION
KAB I�N ET SECTION
cp
N
ARCHITECTS -)
FAX:407-774-4078
L - i
www.abdesigngroup.com
AA
#:0003325
r
�
�I'I'I'I�II
\000000000
SUHDIV. ac LOT:
KENSINGTON
RESERVE
(LOT 34)
MODEL:
SANTA ROSA
(VERSION#01)
PROJECTIP:
02997.000 034Ri
PAGE:
FIRST
FLOOR PLAN
ARCHTECT
STATE OF FLORIDA
JAX CANTWE L
,PARI NO -12079
GaA'ON E r AND CLADDNQ WM LDAG18 BASO WIND EXPOSU EE
FOR s BEGOND OUST
GALL
�
VMJDFL
DC HATpN
ZONE
14o t Wlro
1
15
E614
4
31.06/-33.16
2
15
4
3106/-33 16
3
15
4
31146/-33.16
ECSS
4
4
40t13 -FG
4
3LW/-34hO
5
15
EGRE-
5
311db/-411 3
6
15
ECs1ES8
4
316/-3316
1
15
4
3106/-33.16
TEMP
WIND DESIGN CRITERIA
A. BASIC WIND SPEED MPH (3 SECOND GUST)
VULT=150 I VASD =116 MPH
B. INTERNAL PRESSURE COEFFICENT- * .18
C. RISK CATEGORY=TYPE If
D. EXPOSURE CATEGORY C
NOTE:
VALUES " COMPONENTS 4 CLADDING PRESSURE ARE BASED ON
THE VUlt DESKN WIND SPEED. PBCR, 6TH ED. (2011) ALLOWS THESE
PRESSURES TO BE MULTIPLIED 5Y 0.6 TO MEET THE ALLOWABLE OR
NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS.
NOtEs --
L ;RM t0 ORYIIlAJ_L MStALla4tI0Ni OK ALL FR14M MEMBERS 2'-V' FROM tl FINISEI
FLOOR WILL BE SPRAYED AND TREATED WI WRAtE' A TEM rM TREATED SPRAY
@I4013 -FG .414
EGFRESS
IR -15H
- w 4-8I
------------ �t
20' APR
,
~ I 6®'x34' 2-6 EF t-
\ FIR A;� � N
f,Y�
� I
r I 81-04 �. I OWNER'S SUITE � r
�cAl t� OI�NER'S G n IS'-O'xl5'-4'
itJ �Q 8'-0' CL.G.
_ BATH (CHET)so-ON Cl 31
21-10, c�
t./"*,-" 3 -. -a fA
0 r✓- -0 6 9 18 -4 A B
LAV. LAV. s
'I
Ln Atm i(�- Jli
_L 11-41
iR-l5w UN ��=-T� n AFF
icli cil 1 4-%4 L_4 or-
3tuDs C! iLl
2-6 eF e
0 0 LAV. LAV. — c
I '
cq Ln BATH 1 ` 4.1
s1 I
�I�Cj G" `n Z'-4" 3'-6' 4'-4" 13'
a1
2'-4' v v2'-0',, 6'-2'
r
n
Q n
42' I•I.
BED �
E
jRAIL
ROOM12II'-4'x13'-6' WE r� BEDR004 _ LOFT e
11' 8'x10' 0' 13'-4'x10'-4"
81.0N CLCD. to
- I (CARPET) al (CARPED C
Ln
3 EGRESS 4X4 POST I ECxRE� 2 I 3m50 -SN
0 0 0
Ln
BOF IST - - - - - - -
0 FLooRBELouT - - I I
FLME OF ISJt
-------�_�---- ---------- --- F OORBELAW
2'-4' 12'-0'
i
ARCHITECT S
--)
De;i9n
FAX:407-774-4078
www.abdesigngroup.com
AA #:0003325
SUHDIV. & LAT:
KENSINGTON
RESERVE
(LOT 34)
MO DELLA:
SANTA ROSA
(VERSION#01)
PROJECT:
02997.000 034RI
PAGE:
SECOND
FLOOR PLAN
ARCHITECT:
STATE OF FLORDA
2 zic
ARNO 120799
D TE: 5'/7 /18
CALL: 1/4"=1'— 0"
SIMET
4 or 9
\000000000
SUHDIV. & LAT:
KENSINGTON
RESERVE
(LOT 34)
MO DELLA:
SANTA ROSA
(VERSION#01)
PROJECT:
02997.000 034RI
PAGE:
SECOND
FLOOR PLAN
ARCHITECT:
STATE OF FLORDA
2 zic
ARNO 120799
D TE: 5'/7 /18
CALL: 1/4"=1'— 0"
SIMET
4 or 9
18'-8 3/4' 2ND. j4
R B(3. HT. le
10-5 3/4' 2ND.
FIN. FLR 'y
9'-4' 5R3. WT.
SECURE 2x6 LEDGER
W/ V2'x5 1/2' ANC 4OR
BOLTS 4 24' O.C. INTO
GROUTED CMU CELLS
2x6 0 24' OCG. MAX --�
TAIR
SECTION
. I/2 = V-0
2x4 P.T. PLATE SECURE W/ ifad CUT NAILS 16' OCG. MAX
-
9'-4" BRG.
—)
ARCHITECTS
ZD n
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�
�IIIIIIIIII
�ovvovvo,
sxm]3 . & LOT:
KENSINGTON
RESERVE
(LOT 34)
MODEL,-.
SANTA ROSA
(VERSION#01)
PROJECTfp:
02997.000 034R1
PAGE:
STAIR
SECTION
nRC-mEc-r•
STATE OF FLOFimA
d�4Y
B ?Olg
J CANfVYaL
AR 12079
DATE: 5 /7 /18
S ALL: 1/4"=1'- 0"
SHEET
4.1 or (�
9
SECURE STRAP
A/C UNIT SIMPSON W5 ROLL
TO CONC. W/ (2)
STRAP OR EQUAL
3/16'x2' TAPCONS
3 1/2' THICK
CONC. SLAB
SECURE STRAP
TO UNIT W/ (2) 08x1
1/4 SHEET METAL
SCREWS
A/C
C
TO
PAD
DETAIL
24'x241xl2' CONC.1=TCs.
5A S W/ (3) 45 REBARS EA.
5A WAY ON CHAIRS MIN. 3'
■ ■ ■ ■ �- - E- -� OVER l2 -TYPJ — E- + 4--
�
LT
J L IT
■ I 5A I
I
VARIES 5A
II
5A c 3 1/2'
1 I I CONC.
5A 0 I cr I ■ 2G tiD SLAB
24'x24'xl2' CONC. FTC . 5'8` 3 I/2'
W/ (2) 05 REBARS EA. ■ ■ ■ ■ ■ ■
WAY ON CHAIRS MIN. 3'
COVER
31'-0'
3 11CONC., 0'-0' PIN. ELEV. 2
z ■ ( REINFORCED FIN. CONC. SLA13 5A
W/ 6'x6'-WIA x WIA ON I ■
Ri ,_, _ 6 -MIL POLY ETHYLENE
VAPOR BARRIER ON _
WELL -COMPACTED
u- -_ `� CLEAN PILL _
2 • rr=�1 I PvC � ,n � �
5A iI a` CHASE FOR 4' PVC C14ASE
o? 9A
-STEM L P TO 5A 5A I ■
---Jrr ISLAND 2ND. FFR A/C 5A
■ ----, rt' -10" 1 11' -6' 2' -10° 11-21 6' -4' 4' -4'
ff
1'-9' 26'-6'
I I rr
L_E N
Ln
i� ao f
r r _ /5__ 0 WA -I
m +Wc% PED. I == -__ 5A ■ 31/2'
■ I �--� I I -- __ T CONC.
SA 9A 5AK
~`+ `~ ~~~ �� - I SLA5
I5A ` -� 5 1/2' ■ -----
5A --_ r- -I
il
N 24x24'x12' ■
'- FTG. W/ (3) 05
0'-0" FIN. ELEV. I REBARS EA.
`^ PIN. CONC, SLAB I I w WAY ON CHAIRS 5ANJ
c�D
MIN. 3' COVER
3'-I" 1�'-7' 3'-6'
5
C31/2'C04, RENFORCED EXTEND END
II
2 W/ 6'x6'-UA.4 x WIA ( ® OF PVC. 12'
I I ON 6 -MIL POLY ETHYLENE ABOVE CONC.
5A 2C VAPOR 5ARRIER ON 0 I PAD
2C I I 5A I WELL -COMPACTED CLEAN FILL
5A EXTEND 24'x24'x12' CON, Fta W/ (3) `V C'A' _
SLAB 1 I/2 L 4--1 6A 5 REBARS EA WAY ON n 5A N
+-31/2' SA 04AIRS MIN. 3' COYER I t -
■ ■ ■ ■ ■ ■ %'x%. 'x16' CON, FM& W1 ■
8 C3 1/2' V-41 ■ 1 _ 0 (4)45
I�ARS EA WAY ON ■ 6
5A CONC. 5A CHAR RS MIN. 3' COVER
B14 00 r 5A
SLA'
5A S 5A 5A I ■
1 1/2'
EXTW WALL
A
21-O° 6'
FOOTING UNDER
C14 $ 51_4. 41_4. 11 3'-6' 3'-11' /ef2'- 4 COL1�h1N
24'x24'xl2' CONI. FTG. 10 A
W/ (3) +'5 REIBARS EA, 12'-0' 6'-S" 21'-4•
WAY ON CHAIRS MIN. 3' 40'-0'
COVER (3-TY10)
FOUNDATION DUAN
SCALE: 1/4 ■ 1'-0' ELEVATION 'C'
NOTE: A/C LINES FROM UNIT TO CONDENSER TO 5E RUN
UNDERNEATH SLA5 OR OVERHEAD PER FIELD CONDITIONS
A R C H IT E C TS
Desm0nGrounc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX:407-774.4078
www.abdesigngroup.com
AA #: 0003325
r
�
6L000000000►
BXMDIY. & L01%.111
KENSINGTON
RESERVE
(LOT 34)
MODEL:
SANTA ROSA
(VERSION#01)
PROJECT&
02997.000 034R1
PAGE:
FOUNDATION
PLAN
rARCME-ar:
STATE OF RORIDA
;AFl
JCAMS L
I2079
F: 5,/7 /18
E: 1/419=11-0"
9 HEET
5 or 9
TEXRJRED CN ENTIOW COAT14 (V % WISAR VERTICALLY w COMM
PER !ASTM Cffi6) CTYPJPOURED LL 11:XitJFED cao'ENTlouO COATNG f V 46 RNSAR VERTICALLY w
R-13 NIM ATION MIN. R-4.1 NGLA.. MIhL PER [ASTM C.rZi) rtiTJ CONE. r aimmo CELL
(1) �! P EDAR VERTICALLY w CONG. TEXTURJ� CE ENT OIJS COATM R-13 NBLLATION MN. P -4.1 INO LATION
r'+DIUlED Ct 6TU76 E OCG. MAX PCR (ASTM C3ii) C YPJ CV 1i RoDAR VERTICALLY w GONG. STWO 16' oA MAX
R-4,1 NSUL MN. L-20 GYP. UL 50. 6' CMU }`OL1e<T2 �' N C6 NM RQ VERTICALLY TE pt (AwrLWA= C}3'lNTIOUS COATN4
TEXTLUQED GE1"®VT10U6 COATING wo= DABS 1n GYP: W-. SD. TEx NEIL. MIN. w GONGU POURED GSL 110013 RASE �• 1 7. PERCm C6?i) (TYPJ
PER (ASTM CW&) (TYPJ SECURE STUDS TO DTM. PLATE UV �;, U)OO19 RASE TER (AST CTT I6) (T U6 COATING TEXTURED —1-11141 V45UL MGC"1ENTIAJ6 COATN4 c. Q ,
0} WIPSON 601-4 931. OAC. MAX P19! !ASTM G9Qb) f17r'J MR (ASTM C%16) (T YPJ OPIPSO OP -4 TO 52'OJM
L MAX
A11= w 1R 41T. U.. DD
] i' GMU
W. PLATE TO DLK w }1x9' 3'-®' m as' CMU W S' GI 1<J Y SECURE Dr. PLATE ILK w i'xW WOOD LASE
n In GYR WL DD. - ANCFIOR DOLT W/ 7 LASFEIe SET N ut a in' arts. LLL DD. - f In' GYM UL SD. L ANCHOR DOLT w 2' U ABFER SET IN
14.
q O L%= DAM O EMOED. MN •� ]IZ OSrVIIION W104 GMAX ` ° Q Ulm I WOOD DARE �p Sf 1P&OM FII61d STP EM114 EPDXY i' 9
> 6 O O �. MN. 0 32 OG MAX RESAR i'-0' OG U6l91
n n6 REDAR 6'-0' O.0 W M fa007�]i > T EXGEED6 24'
y MKM4T ESS 24' ADV. GRADE 'd iQ `' ADV. GRADE
zz 3 1r!' GONE. WIMP. w 6'x6' UI. X U.4 _ 0 _ 4 4' n 3 �` FEW. w 6136'
X R.,_4'i03 14, CONE. RENT w 6'x6' eD a � 3 4n' c lc FENT! w 61x6' WtF OR RIIEie'EBN CN i -MIL POLY ° ` .a� , E .. _ a ��' WWF OR ETWL E EGN i-1'lIL POLY ET}iYLRiE4 ETNYLEhE VAPOR DAt�R CN 3 IR GOhIt?. RCN. w 61x6 • ° S IR CONI. ROW. w 61x6 VAr'�OR DARRIER ON
(Max.SLOPE• :a UE1L-GGf'A�AGTED U.EAN TERFRTE UU,4•Wh4 WWF OR FINURI I ON 3u4A" WUF OR PIDNIV'ESN ON-WLtmdYl,4111dP ORF SFI GN tjL-COMi'•AGTED CLEIWWIAoeWl.4 UA4F OR FiDFJi'E6F104 = WL4xWL4 UUF OR FISER'ESN Ohl , ' .SLOPE6-ML POLY 1:'11-IYLENS VAPOR .. _ &-MIL POLY CTNYL19�lE VALOR 4 TREATED FILL .6 -MU. 1'iOLY lTN1^Ll 'VAPORSARNER ON DELL-GOPR•AGTED DAFREI! ON DELL -COI IPAGTED rU �6 FEDAR CONTULJOIJS wIETI 6 a° DJYge}! ON DELL-GOhPAGTED • '.,• e a 6 DAIRIRMR �LY ETEI1'L£NE VAPOR •<d • `DARIItEI! ONETHYLlNt vI1POR TEIi ITTE TREATED FILL
CLEM IEMITE 11WATM FILL CLEM TEIGMIIE TREATED PLL ® FOOTER FEi W EXCEEDS 3O'AIK GLEAN TERMITE TREATED FILLORAD 31n• GGNc. SL°aD ^ Z IutL-ca �'•AGrED ciE.�w uJrLL�a �PacIED GLEAN I II I I - tv WANin01AVERS Plie TTE11�ATEDPILLTERrITTE TREATED FILL inCcNrNLCW • • a PCar Ie NE04t
d.vb ePEcb B• �4,i.b. +c• �. �, I �I I I I I(7) REBAR ON CHAIRS e� (?) "6 REDAR ON CFb4RQ6 (9)16 REBAR CUV CNAUQS dti !3) �6 RET3AR CN C44 °� (3)16 REIAR ON CHAIRS BADE
i'-4' z p� g� 3' MIK COVER I'-4' [2) 86 REDAR CN Cb1A11QS 1,-B, i Db 30 ADV.
>r {fit
6' b' 13) % POR AR ON C14AM
iy u 3' TIN. CDVER
1 -STORY FOOTING 1—STORY FOOTING EXTENDED FOOTING LANAI/ENTRY 2—STORY FOOTING 2 -STORY FOOTING 2 -STORY FOOTING
1 W BLOCK WALL 1A W FRAME WALL 1B W/ BLOCK WALL 1� STEP—UP 1 -STORY 2 W -BLOCK WALL 2 W U�A LL 2 W BLOCK WALL
Fjo1Ue WALL SOL1� FOR (1) 0% WEAR .161 = MAX N
3 I!!' COME. &LAD OR SOW LEW*VA OF CM TO CONC. POT CELL (VERIFY STUDS 16' OG. MAX STUDS I6. Ol. MAX
PAVER6 PER E1L.D6 GPM AWA COPDMM PCR PLAN) 3 Wo GONG. BEIM: w
(1) ft RCDAR VERTICALLY IQEUFOIQCE PER PLAfI R-4.1 NddL MIN. PER PLAN. W A4U UF OR FeE1 ESN P "ESB ON 6 -ML VARIES WTTN SLOPE VANES WT}4 SLAPS
EOLITH / POST 3 In/ CaNG. REIhF. w 6-w 6'x6' UUAa U,4 WAP OR
W CC.TIG. POLIQF� CELL 7pcttUeED C6T�ITIOIJ6 ON 6 -ML POLY ETNYL.EPE POLY CTHYLEhE VAPOR b ln' � 4FAD OF GAlIQA6E 6 UT � HEAD CF GARA[iE
R -4J NSUL MK COATNG FER !ASTM 6976) VAPOR IARRIER ON SARRIER ON 671026 F'' AD F G 6 In' HEAD OF GARAGE
TE)CiURL•D CEMENTIOLIS (TYPJ L ILELL-GOMPACtW CLEAN W'.LL-COMPACTED 6 T/2' � MEAD OF taAR�4CyE VARIES WTFI 6L.OPJ= Wgg"R Wt IN 611P60N NIC�FI LL14 40R SET N SFM'6ON 1 k1604
6OCIM DT. PLA7C TO SLAD SECURE W. PLATO TO GLAD
COATING PER (ASTM C82i) a S CI'I) T7=RMITE TREATED FILL GLEAN TERMITE VARIES WTH &LOPE 1 MMT IW 2' �' 114 IrC BOLT w 2
°A O TREATED FU.L SECURE W. PLATO T+D 6L AD 84RCN(iTN EPDXi' 6 CMDED ST1lpJ�CiTN troocY 6 EMpEp
s PRJ 1/1' G1TR at- W. � m w6E DI�.FIOR DOLT Wt 22 ' '
W/ M4GNo1e DOLT w 2 MN. 0 32 OC ATG ) MN. � WOO
�+ WOOD DARE q w WA81 ER SET N 611R -SON N1 " H 1F1BJ4TH CPDX1' 6' a
(!!' GYP,. WL DD ;n w ,p • . E STP9N N BINOXY W MIDED. , La a a a . a
r ]'-®• (MIN. F N i , /\ \ \/\ \ \/ a
i7'E�. MN. 32 OC MAX
o // // / // / /C / 31O' COS FEW W 61(61 : ' � « MIN � S9' OG � a
o N SLAB) Q m d \ \ \ \/' \ — w w + '1 ,
uIOOD SAS a W OFCRFEEPHI 41aw A m l > 31n aor� RENT w i x6
UL
WUHdIU.4 wF OR FIDCT�1 E8F4 MAA1du.4 Wul= GIe FIDEI�J'E6H
raL� var�oR a . s 1n coNc. RENT w i xb
,a. 5 1ltJ.-0OT1'�i1GTH7 g3AJ1 • > : ' CN &-MIL POLY ETHYLF3hE a yNM R LDRONi'LiJdC
_ - - e . • , ♦ IESAR i>f I." 1w IIDOC �i - � + //\\// j 1�i, 1RAM ML - � • ' "a • � + 3 In' CONC. REINP. w 6' 06' _ " � _ VAPOR DARIQlE1F ON _ 'a
• ' 'J Mr CW.4. FEW. W OW 1p BC s 34' � T11L 74' N S.M ° / / 4 11 r WL4x9A 4 {WF OR FIDER 046 1 ON ' •a • 3 V1' CONC. REN. w 6'x6' 91 ULLL-CQ'1PAciCD C4.EAN � : ; WELL -COI ACTED CLEAN
' YAMA 11F deFTlFIe'E61 - a: " TERMITE TREATED FILL 4 TERMttE TR4:41ED FILL
E \ \ \ \\ \ XX a . 6 -MIL POLY lT1�FYLL-h4E vA1'•OI! WL WIAA WP OR H50* W CN i,l
• • a QI &"%L P0.T 61Hrum a • . • ' : g ui 4 ' ... DARRdER ON WELL�OIIPALt� Z i -ML POLY ETHYLENE VAPOR
VA CR DARTER CK - SES FGIJNDATION �6 REDAR ON 1= in 4 9 4 CLEAht TERMITE TREATS FiL1 % (2) b Fe3AR ON CNAJR6 a !3) b FeS4R t61 GFWRS
Ipl�QlACi®Q.CMI ORICti 1E7ia PAM W 4 � � 01Lt1N FOR CNAUeb �, ®� � 1'-{' (2) �b REDAR CH G1,411% � � � 6' 6' A GLEAN Te"ITE TREATEDFILL • ! • °
T64'I1E fiaE.4i®ELL X FiSF31't:044 AT A IiAT1:OF:1b � RUOfER; 61XE !� ' •
4' 6' i' ' [3)11 REBAR f 6' 6' 6' 6' b� M R CW YAW ON FIOIJh4QAT40N °� (2) 6R I' -S•
i -M FMY 4:r141M VAPOR! 4 MAW
ON GE4AP8 2'-D• erw�olt [3) S FEDAR ON WAIRS 6' 6' ' {•
t3)'6 REDAR ` CLEM PLL 0 8 k V 1'-41 in V 1'-61
ON GIAIfeB
LANAI/ENTRY 2 -STORY FOOTING TYP. PAD FOOTING GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP—UP GARAGE STEP—UP - GARAGE STEP—UP GARAGE STEP—UP
�C STEP—UP 2—STORY 2D W BLOCK WALL 3 AT ENTRY LANAI 4- NON—BEARING 4 NON—BEARING 1—STORY L.B.W. A 2 -STORY L.B.W. 1—STORY L.B.W. 5 2—STORY L.B.W.
F�ol� 1rv.L KAK
(1) �6 FEDAR VERTICALLY W EM UMT44 CF TOw(1) r6 FEDAR GONG POUI6D CGLL ABOVE GONDIT(1) 46 REDAR x W OG. MAX, N a
w GONG. RENPORM Foe CONE. POURED CELL (va"T
PCLUeED C>eLL PER PLMO .
TCXTIARED CEMEEITiOUb r >
� ^ o � '- - • a . 3 1n' COhIfJ. REN. w 61)6'
Z s' C1'N Z S, �� (V R! REDAR COATING PER (ASTM Oils) 6 + 1AAxW14 WIP OR FIDEWEW ON
z VERTICALLY w (TYPi
m' GMU 1% `I Q�lETN1181E VAPiOR
r -
�' m ;; w S' dIIJPO1JREla CELL .r 1,-®, 3UA,IIA WUR ORFBNERIESN ON a WELL-GA'A'AGTED GLEAN
jp CURS NE4C•ETT VARIES ip GLIM IEWbW VARIES ^ Em CURD I E04T -`at o CURD 1 EKW VARIES '� '� ;h 6 -MIL POLY Rr4YL" VAPOR •d a TCIr`11TC TREATED FILL
SAPIRIER ON DELL -C OMIDAGTED
0 0 VANES "'' 2'-®' (Mih1 .: 8' CLEAN TERMITE TREATED FILL (2) 10 REDAR ON c"116
N 9LA5) m , ' (1) b REDAR ON CHAIRS a1 8'
A 77a 3 W, CONE. REN. w 6'x6'
ddL
� a , m .Pa APS THICKEN EDGE
>z >z q.. 8
a R�41e w LaNb Wli' 410GK DAIWMR ON RML-COMPAGTI=D sG1£, VJ'•r-O' - Q
p 3 In' GOMC. REN. w 6'x6' W 3 19' CONE.. FEW w 61x6' , - � - • l4O� 4w 74' N OLID CLEAN Ti MITE TREATED FILL 1 -STORY FOOTING
` W AXIIIIi4 U LF OR FIDEIa'EGH = ° Lt4AIA 4 UUP OR FIDE1!" ESH q 3 In' GONG'. RCN. w 6"x6' i
VAAP OR DAA C} ON • MYLID&' ' Vi''Ar O! R ONL POLY LENE W1+4� -M WIIP ORP BH • .: A � ppm it (V �b 1�AR ON CHAIRS AT FRONT PO RC HE S
�� ,... OFLA�RiL £� LEVE MM90 N AT A PAM OF 1 $ _
DELL-GOMPAGT� GLEAN WELL-CO"IPACTED CLEAN ba �I! CUDIG YAR) Q!
Z 4' V 4' TEIEIITC TREATED FILL Z L ' 6' 6' 4' 1 MITTC TREATED FILL z
Lp , TEIm'1TTE TREATED t L M L� 6 -ML FGLY ET44YL1 m VAImm
(2) rb 1lEDAR in 1'-8' f3)!i REDAR CMI CFI m M p b' 6• 6' 6' 6' 6' DMiMQL
ON GLAUQI6 �+ U 1'-6' (3) % FEDAR ON CRAM )% q!/4'-®' W31-GOT!•AG1w CLEM FLL OPT. SCREW SECURE ST. PLATA: TO
(Dmt4cA ) DL4c w �'xb' ANG4 TOR
2—STORY FOOTING 2—STORY FOOTING AT mom
f 3T 19
04 2—STORY7 GARAGE DOOR FOOTING 6GT1 10,� I1"IFSMMT 1W ' u xlU
1—STORY FOOTING FOOTING ac,�Ls yQ'.T.P MAMPACTUR A6 Pee w a 321 N MAX EPDXY
*1 ETRE IK
MAhiJFACTURER6 � 32 OG. MAX CPODCY i 1�. MIh1 •
MrWE GARAGE BLK WALL AT GARAGE sPEG& W CC MAX
AT GARAGE @--EMU. CTB . _ Cj' o'-10' FIr1 FL1e
M'-I'-_V_
-
Gcr4c, RENT w
• 6'x6' UAX UA I" OR
SLA Wt. rLA,N, Cw R _ i1 F 1561191EW ON 6 -MIL.
e�aJRE W. PLATE ro DOLT w r WABFER SI<t NLr
HOLY ETWYLENE VAPOR
Di.K w !U lod MASONRY bU1PbOr NI4H STIwN4'fF4 � PAVERS
l . • � � 4' S' 4'
DAPPER ON
NAL& • 32' C= (MAX) EPDXY 61 EMDED MN. • 6 WD1-CO TPACTEp CL£MI
"MAIM PILL
32' OG MAIC 1 �6 CONT. [T T I R1 ON CRAM
w • LNeCD LNTCL CON? (TYPJ -
") "eEDAR 6r�T N 6'" "'0.' 1—STORY FOOTING
w 2x uJ<a.L FRAhiN6 (1'TPJ r H enerT>{ EPDXY 6' EMDEa. MN. TRENCH FOOTING
a , ' A AT ALL PAvEF ARP1r6 AT Ia B. ill( W UPLIFT
3K'XS' ANCHOR DOLTS a (3�i'XS'
3 x6 GONG. U U1/ - • : • J-DOLT9 MN. i' H!"OtO tNT UY 1')W)"'
Or -AM W -W
65c6' TU.4�au,4 u11P OR 3 Lam' GONG. RCN. w
Y Q' PIDERMESH ON 6 -ML 6'x6' IAAxUA W1P OR FLOOR TO MOND SEA 40 NIn SET N Y FROM
`
POLY ETNYLxJ�!' VAPOR L PU3EFhESH ON 6 -MIL
PRIOR TO MLLNG. rS EEVED A4CNOR IN 3 In' CONC. REEF. w 6'x6•
W IAJaeEER ON POLY ETNYLB�E VAPOR SOLID POUR AGGFFTADLE RETIeOFIT) 9` - WIrioDU�F UW OR FID1Di"ES4i ON TELL-mTREA TCD i. i�_®. SAi�IER ON :: �� 6 -ML POLY ETHYLM VAPOR �. .4 o' -a PN PLR:
F-4- TERMRE TREATED FLL U !LL -GCI PAGTED CLEM
(2)
SAlelelER ON DELL -COMPACTED ' -
(2) 06 REDAR ON CHAIRS 1'-8' TERIMITE TREATED FILL
(3) % REDAR ON C✓•4AIR6 CLEAN TERMITE TREATED FILL 4 . : • .
1—STORY FOOTING 2 -STORY FOOTING EXT. /INT. FRAME WALL TO TYP. RETROFIT FOR ° : DOND Dom'"
AT L.B.W. W NO—UPLIFT AT L.B.W. BLOCK WALL CONNECTION OMITTED DOWELSN.TE vorrICAL. Ier:RM � VARIES P1?R �x
Q ro NORI2:aTIGN.4L
al SCALE, V!'.r-o' 9 B &CALFS 1/!'.r�' 1 SCALE, LC1'.,'-�• A • REEAR w 10, NOOK T o VERTICAL.
a2AT1ONAL�R
z i' PVC cNabr= TNRU PDGTN6 DOND REAM S ° a.. Ri=DAR w IO1 Hoar
8• VARIES S' 1-6TORY �L- VARIES E'ER ELEV. VAREG FER ELEV.
CAULK AND SEAT. (2) % REDAR ON C AA1R6 �'k- a • . , . -
Ir
3
(3) 0 REBAR ON "IRS SOiMa SEAI7
a r a , (7)11 P ESAR I_STORY --
RCDAR . 2 -STORY
CTAS LNE
d" ouT6ID WTAR To DE a �b REMAN VERflGa1Y w coNG`
/ \\/i GONTINLICW POURED GSL •
\\ \ \\ \\ e \// �� 1 �' PVC CLX" FOR GAG L1�woolR-4J NG11. MN. a
In' GYP. LLL Da
tU �a-GONt. �,� - • - � �
Z N.
In' DRI lu4LL Z'-,' MIN LAp w 3W1,4�dU1,4�WIF Fe F u `RM1x`1F'1 ON
1O SHOWER RECESS FOOTER
ulvoD DACE LAP AT F00TING r `Da"MY ee GN Trac PYAPOR °°• GLEMIouT �aupe�6 GLEANTERMITE TREATEDRLL ROR Mt8PEG1 ION FOR NGFECTIGN
@2"I�
pecEss FOR d Q a . r
&Cio
6/ N04 MOOR Q d -ado i' PVC CFIASC T1i11 FOOTNLi D'-0' FM FLR
o' -W FN. M.P.
n TE VERTICAL REDAR �' • TE VERTICAL REDiAR
a TO HORLAt1ONAL- '°
4 ° Q a 111LJY r D w SOMA SEAM _ a ° a 70 H01e12AilONAL
L I -STORY
> a• - - [V �6 IIEDAR AT COIQ�IlB l7)1f REDdYe ON CHAIRS REBAR w 1D' NOOK - - REBAR w MD' NOOK
• . a w 26' LAP MN. "1 B' 2 -STORY ; . • a
q t 3) 46 REDAR ON CFLA1R6 E
° +
4" Lo
HORIZONTAL/ - VERTICAL
1 -STORY FOOTING HORIZONTAL/ VERTICAL REINFORCING AT
SLAB AT S.G.D. GAS LINE THRU BLOCK Tom'• REBAR LAP REINFORCING BEARING CHANGE
11 GGALe, r.r�' G AT LINTEL CORNERS D W BLOCK WALL E FI -
ARCHITECTS
'Desi n
1 o u i nc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
i
\000000000
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 34)
MODEL:
SANTA ROSA
(VERSION#01)
PROJECT#:
02997.000 034R1
PAGE:
FOUNDATION
DETAILS
aRC-irrECr•
STATE OF FLORIDA
�1qy
AR
1p�g
J CANIWaL
N012079
D TE: 5/7/18
1910ALL: 1/411=11-0"
SHEET
5AOr 9
e
III -0'
DOWEL PLAN
SCALE: 1/4 = P-0' ELEVATION 'C'
A R C H I T E C T S
Desn
Group
nc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA M 0003325
i
N
N
N
Q
111
c�
r
e
III -0'
DOWEL PLAN
SCALE: 1/4 = P-0' ELEVATION 'C'
A R C H I T E C T S
Desn
Group
nc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA M 0003325
i
X00000000/
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 34)
MO DEIN
SANTA ROSA
(VERSION#01)
PROJECT#:
02997.000 034R1
PAGE:
DOWEL
PLAN
aRcMECr•
STATE OF FLOFtlDA
u+fgY
�v�a
J CANfWB.L
NO 12079
(;y 11
D7TiE: 5/7/18 04
gibAlt
SHEET
5 B OF 9
L-4
-T.Z5—SH
-
-
-
-
-
-
-
- _ -
_ -
-
f aA
TABLE No. 11
SAFE WORKING LATERAL LOADS (PLF)
8" x 8" LINTELS
LINTEL -
Ur4 LATERAL
LOADS
LM1EL
664
SAFE LATUUJ-
LOADS -
Total
Lsylh°
Y-3'
- 9"TB'
PLAN
a'x8'
SOLID
-
Total Larglh
- -
T2-
8' DOOR
HEADER
PLAN
a' DOOR
HEADER
SOLID
T -m'
Y-6'
Procrit
1995
3964
3'-8'
P—m
114
2@T
Procrit
1169
no
41-'
Procrit
950
I&T1
4'-@'
Procasl -
_ 644 -.
1614
- 4'-2'
Procrit
061 -
- 521
4'-b'
Recast
630
1266
4'-4'
Procaet
its
Oar,
4.a'
Precast
586
1163
- 4'1'
Pncaet
b59
- II6b
5'-4'
Precast
666
055
- a'$'
Procrit
680
rn
3'-I@'
Fracaal
543
w -
6'-8'
Pracsst
5@4
964
6'-4'
F1'at'ast
634
- 064
T -V
Prwa6t
- 4T1
787
-
-
-
61-6'
6'-a'
T-6'
a'-@'
V-4'
9'-4-
I@'-6'
3-4'
W-0'
12'-6'
13'-4'
W-0'
M -S'
S'-4'
11'48
W-411
f aA
6@
088
3'-'
Fwa6t
356
664
FYecast
510
1211
Y-3'
Proceet --
2e6
535
Rvrast
446
935
- -
- - - - -
- - - -
- -
- - - - -
- - -
-
- - - - - - -
Phmast
425
a94
Frocaat
"1
$14
Precast
354
145 -
ftwast
211
563
Precast -
IM
101-6'
Plecast
ISO
620 -
Precast
- t54
549
Prarast
W3..
- 504
Precast
- 116
404 -
Procaet
99
3YT
MIntreseed
NA
941
FnWrasad
- NA -
302
Fi'estrewed
NA
- 213.
Prostraesad
NA
tab
4'-0'
PRECAST
(2).3
- flrostresaed Na - E5 -
2114• Pratrasad - ILA. 131
Frastrawad NA 00 -
24'-@ Fratrased NA 13
KR • Not Raatssa ded
LOTT'S gr/'
CONCRETE
P.D. BOX 771255
WINTER GARDEN, FL 34777
PH. (407) 656 2112
LINTEL
NO.
LENGTH
TYPE
9'-41
BRG HT.
COMMENTS
L—I
I1'-4'
&29-641VI L
FKSTRE66EED
L-2
4'-6'
SA46-APIA'®,L
RECES6Ep
L-3
4'-6'
M-64MO L
4243
L -3A
4'-6'
Slab-S-(IAWOJL
10009
L-35
51-41
wib-8411ML
(2)4
L -3G
5'-4'
8116-b41A f®JL
3831
L -3D
5'-4'
8/16-UU11/(®JL
T-8'
L-4
101-6'
8116-6-(I)UK1.L
1153
L-5
2111
8/16-6-(I)UKI)L
33%
L-6
X-2'
Slab-S-(I)UKI)L
(2).2
-------------- a,_ -----------
PORCH I ENTRY r -
I 9'-4' CCG. I I2'-01 CCG. ( I '1
En
.:.
--------
ls-15
L C LD16'-01 x "'-01
OI"ICsD
TABLE NO. 3
REINFORCING SCHEDULE & LOAD CAPACITIES -
SAFE WORKING LOADS (PLF)
8" X 20" COMPOSITE LINTELS
LINTEL I CLEAR I LINTEL TYPE LINTEL STEELGR Y" GRAY"Y UPLFT WLFT
LENGTH SPAN - - DUTTON TC CAPACITY CAPACr1Y CAPACITY CAPACITY
BAR OAR l0)5L (1TiLL (115L (1)50 11751- (IM 11751- (2)511
TABLE No. 2 - -
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF) - -
8' X 16" COMPOSITE LINTELS -
LNTEL CLEAR LINTEL TYPE LINTEL STEELGRAVITY GRAYiTY UFLFT BPLIFT
L136N - SPAN - CAPACITY' CAPACITY L5L(Inu
APACITY CAPACITY
BDTTOFI EAR TOP 5AR (0XA (1-58 (v% f175u (I)SL (2)SU
TABLE No. 5
REINFORCING SCHEDULE & LOAD CAPACITIES _
SAFE WORKING LOADS (PLF)
8' X 28" COMPOSITE LINTELS
LB(TEL I CLEAR I LINTEL TYF£ LINTEL STEEL GRAY TY GRAVITY UPLFT UFLET
LENGTH SPAN CAPACITY CAPACITY G4PbL1rr CAPAC"
BOTTOM BAR I TOP BAR I (1751- MSU L f175U 0151(2)%
TABLE No. 4
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8' X 24" COMPOSITE LINTELS
LM I CLEAR LINTEL TTFE LINTEL SIML GRAVITY GRAVTT7(RFI tpLFT
LENGTH $PAN CAPACITY CAPACITY CAPACITY CAPACITY
BOTTOM BAR TOP BAR (0751- ftft (175L ftft V% 01W (us3L (2)8U
TABLE NO. 7
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 6" LINTELS
LINTEL CLEAR I LINTEL 1TPE LINTEL STEEL MAN I GRA itY GRAYfTT OLP 'Kin
LU41`4 SPAN - 'RAY" CAPACITY CAPACITY- CAPACITY C OrW
BDTTOhI BAIe TOP BAR CApACRY (0751- tVSU r17511175U n7APACI U (I)5L AUT
TABLE No. 9
REINFORCING SCHEDULE & LOAD CAPACITIES
TABLE No. 1
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" x 8" LINTELS
SAFE WORKING LOADS (PLF)
SAFE WORKING LOADS (PLF)
LINTEL CLEAR LINTEL TYPE
LENGTH SPAN -
LINTEL STEEL
BOTTOM BAR TOP BAR
LMLLED
GRAVITY
CAPACriY (U5L
GRAVITY GRAVITY
CAPACITY CAPACITY'
(07541 (m t175U
LPLFT UB•LFt
CAPACITY CAPACITr
rirL (175U (115L am
LINTEL I CLEAR LINTEL TYPE LWM STEEL UFILLED GRAYnT
1'-6'
PRECAST
0-2
(2) 12
4243
19M
18M
5529
10009
Y-6'
2'-2'
FWCAST
(2)4
(2)R
2415
3831
3831
4815
4815
4'-d
T-8'
PRECAST
(2) 4
(2) Z
1153
ml
2111
3386
33%
4'-6'
X-2'
FRECAST
(2).2
(2) •2
1343
- 2165
2165
2608
2608
4'.W
Y-4'
FWECAST
(2) 4
(2) 2
032
2011
2011
2421
2421
F-4'
4'-0'
PRECAST
(2).3
(2) Z
1006
Y 51 -
1631
w -
188I
5'-10'
4'-6'
PRECAST
(2) 9
(2) R
860
- 1423
1423
14-0 1
1609
6'4'
3'-0'
FWZAST
(2) b
(2) Z
140
1283
12M
016
1405
6'-6'
5'-21
FWECAST
(2) b
(2)12
110
1232
1232
Ila
1348
6'-8'
5'4'
PRECAST
(2) V
(2)12
682
1184
1184
1®81
1295
SEE SCHEDULE
6'-2'
PRECAST
(2) b
(2; 12
570
991
991
325
1082
T -V
6'-4'
PRECAST
(2) b
(2) 7
551
959
STA
104
1041
8'-0'
6'-8'
PRECAST
(2) M
(2) R
518
902
90?
712
984
W-4'
T -O'
PRECAST
0141
(2)'7
438
351
881
648
WT
9'-4'
I 8'-0'
PRECAST
(2) b
(2) 4
- 4Ya
126
- 46
499
190
V-&'
Y-2'
PRECAST
(2) 44
(2) h
354
613
613
380
613
7-4'
10'-0'
PRECAST
f2)5
(2)9
35
567
561
317
601
21-0'
V-3'
PRECAST
(2) 5
(2) 9
292
525
53
2TT
561
B'-6'
11'-2'
PRECAST
(2).1
(2) 9
217-
498
493
251
50 -
3'-4'
121-V
PRECAST
(2)s
(2)9
255
458
4za8
214.
442
14'0
12',8'
PRECAST
(2) 5
(2) 9
239
430
430
190
3%
W -6'
0'4
PR:STRE$ED
(2) e4
(2) 4
KR
41D
415
TM
446
V4'
14'-0'
1 PR 56TRIEUEO
(2) b
(2) 7
KR 1
319
31%
20
401
tl'-4'
16'-0'
Pf;E3TR5$8E0
(2) a4
(2) 9
KR
286
286
*3
311
19'-0
19'-0'
PR;STR EMED
(2) 9
(2) 43
KR
224
224
131
7S!
Z0'-@' low
PtvSTRE9SED
(2) 5
(2) 9
KR
201
201
122
231
21'-4'
20'-@' PREVF .ti8ED
(2) 5
(2) •3
KR
Tit
RT
�1
208
21'-0' 20-a'
(2)'
(2) •3
KR
164
164
100.1
M
241-0' 22'-9'
19"t u8ED
(2) 95
(2) 13
KR
132
132
I 34 1
163
TABLE NO. 3
REINFORCING SCHEDULE & LOAD CAPACITIES -
SAFE WORKING LOADS (PLF)
8" X 20" COMPOSITE LINTELS
LINTEL I CLEAR I LINTEL TYPE LINTEL STEELGR Y" GRAY"Y UPLFT WLFT
LENGTH SPAN - - DUTTON TC CAPACITY CAPACr1Y CAPACITY CAPACITY
BAR OAR l0)5L (1TiLL (115L (1)50 11751- (IM 11751- (2)511
TABLE No. 2 - -
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF) - -
8' X 16" COMPOSITE LINTELS -
LNTEL CLEAR LINTEL TYPE LINTEL STEELGRAVITY GRAYiTY UFLFT BPLIFT
L136N - SPAN - CAPACITY' CAPACITY L5L(Inu
APACITY CAPACITY
BDTTOFI EAR TOP 5AR (0XA (1-58 (v% f175u (I)SL (2)SU
TABLE No. 5
REINFORCING SCHEDULE & LOAD CAPACITIES _
SAFE WORKING LOADS (PLF)
8' X 28" COMPOSITE LINTELS
LB(TEL I CLEAR I LINTEL TYF£ LINTEL STEEL GRAY TY GRAVITY UPLFT UFLET
LENGTH SPAN CAPACITY CAPACITY G4PbL1rr CAPAC"
BOTTOM BAR I TOP BAR I (1751- MSU L f175U 0151(2)%
TABLE No. 4
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8' X 24" COMPOSITE LINTELS
LM I CLEAR LINTEL TTFE LINTEL SIML GRAVITY GRAVTT7(RFI tpLFT
LENGTH $PAN CAPACITY CAPACITY CAPACITY CAPACITY
BOTTOM BAR TOP BAR (0751- ftft (175L ftft V% 01W (us3L (2)8U
TABLE NO. 7
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 6" LINTELS
LINTEL CLEAR I LINTEL 1TPE LINTEL STEEL MAN I GRA itY GRAYfTT OLP 'Kin
LU41`4 SPAN - 'RAY" CAPACITY CAPACITY- CAPACITY C OrW
BDTTOhI BAIe TOP BAR CApACRY (0751- tVSU r17511175U n7APACI U (I)5L AUT
TABLE No. 9
REINFORCING SCHEDULE & LOAD CAPACITIES
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
SAFE WORKING LOADS (PLF)
B" X 32" COMPOSITE LINTELS
8' X 6" RECESS DOOR HEADER
SCALE: I/4 = I'—m' ELEVAtiON 'G'
LENGTH SPAN _ CAPACITY CAFACITT
LINTEL I CLEAR LINTEL TYPE LWM STEEL UFILLED GRAYnT
GRAVITY
IIPLFi
LENGTH SPAR GRAVITY CAPACITY
CAPArrrr
APLFI
CAPA.UtY CAPACITT
BOTTOM BAR TOP i54R CAPACftY {M (@)511
(PSL n)SU
N5L (I,'SU (0151.(2150
L—I NOMINAL WIDTH/HEIGHT OF LINTEL
IF— PLAIN OR SOLID LINTEL
[8/16-P-#U/#L]
LTNTFT, P No OF ADDITIONAL #5 BARS IN UPPER 32'
TED
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
B" X 32" COMPOSITE LINTELS
LINTEL -I CLEAR LINTEL TYPE LINTEL 57EEL GRAVITYGRAVITY
SCALE: I/4 = I'—m' ELEVAtiON 'G'
LENGTH SPAN _ CAPACITY CAFACITT
CAPACITY CAPACITY
w-l-ro 1 &SR TOP BAR - (0751 f I15u f11% (17541
N'5L (USCI (1761-(2750
OR LOVER LINTEL CAVITY
,
1) 05 CONTINUOUS
(1) 05 CON nNUCUS
• IA�:' +-
9"X16' KNOCKOUT BLOCK
8"X18' KNOCKOUT BLOCK
•;}ate
sy
' /
30pp PSI GROUT
(PLACED IN FIELD)
.y
/
3000 PSI GROUT
PLACED
aYeD
, IL *a ,
•
\000000000
r
•�
r
, �
•
3, ••
IN FED)wn
TOP BARS'.
�
� � ,; . � �
GENERAL NOTES_
L CODES
• ' . I
SEE MULE
�
SEE SCHEDULE
—
• • •+L
I.I. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R4022 4 R606
t • •
• ti a
f
ttY4D
12. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 19012 4 2107.
e
(1) /6 CONTINUOUS
(i) J5 CONTINUOUS
13. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AGI 318-08).
- 6 -
,� -
•.,•t
IA. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-010).
2. CONCRETE:
f� � •
/32' STIRRUPS AT 4'-0' aC
r� � "•
STIRRUPS AT 4'-0' CC
31?'
TABLE No. 6
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
B" X 32" COMPOSITE LINTELS
LINTEL -I CLEAR LINTEL TYPE LINTEL 57EEL GRAVITYGRAVITY
U -LFI UPLIFT
LENGTH SPAN _ CAPACITY CAFACITT
CAPACITY CAPACITY
w-l-ro 1 &SR TOP BAR - (0751 f I15u f11% (17541
N'5L (USCI (1761-(2750
TABLE No. 8
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8' X 14" COMPOSITE LINTELS
LINTEL I CLEAR I LINTEL TYPE LN11L STEEL GRAYITY GR.AYTTY UPLIFT UPLF1
Li-rGTH $PAN CAFACrtT 1CAPACnY CAPACITY CAPACITT
Oor1C4'I BAR TDP T3oR (0)61 neral r115 Gvw UIK (MI AAL (2)IN
TABLE No. 10
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 14" RECESS DOOR HEADER
LIN161. I CLEAR I LNTEL TTF£ LINTEL STEEL GRAVITY GRANRY UF'LF7 UPl.iti
LEPGTH $PAN CAPACITr CAPACITY CAPACITY GAPACIK
i30TTUY E4AR TOP BAR (@)51- lU5U (V'5L M5U MSL it 5w (1) 5L (2150
2.1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: tf I�� In ( ORIELDED) (71x77 ORB7 ) r " •• dym � tq� G k
2.1.1. PRE -CAST W/STANDARD REINFORCEMENT -4000 PBI TTOM BAR � In r �� • r 0 a •
rARCHITECTS
-)
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�
\000000000
sveDrv. � LOT:
KENSINGTON
RESERVE
(LOT 34)
MODEL:
SANTA ROSA
(VERSION#oi) .
PROJECT#:
02997.000 034R1
PAGE:
LINTEL
PLAN
(LOTTvS)
ARCHTECT
STATE OF FLORDA
_Zp-
L
EL
AR 12079
W
2.-3 GROUT PER
ASTM -RES$ 3CO ORCEMEMAX 3/6' PSI SEE SCHEDULE (PRECAST) PRESTRESSED) �`a� } s 3 �• DI 7/18
213_ GROUT E'ER ASTM 0416 - 3000 p3i W/ MAX 3/8' AGGREGATE, 8' TO 11• SLUMP_
2.2. REINFORCING BARS:
22.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) (2) STRANDS T/16'e.-
22?. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). I ' I ' I ' I ' C IE STRESS RELEYED ' - t �: 1/410=11-0"
�IF _ �f _ On
23. PRE-STRE66HD STRANDS ASTM A41ia l -WIRE. 6TRE55 RELIEVED 210 FG51 1 1 1 Mi �� PRESTRESSED 3�. �iJ.aCa
2.4. DETAIL REINFORCEMENT M ACCORDANCE WiTH ACi 315.
25. CONCRETING OPERATIONS SHALL COMPLY WiTH AGi STANDARDS. sya �7
3. MASONRY: ? �B' ��� � a Sf32—S—(1) X5/(1) 4115 $f2B—S—ill s1(1) #5 s 'i�iT
3.1. DESIGN AND CONSTRUCTiON SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. / // i
.3.2. MINIMUM M 4ALL B UNIT STREiJCzTI I: FM 1500 PBI. 8/15—S-0) #5A1) � 8 16—S—Ci) #5111 #5 / `` CO�
MORTAR SHALL BE TYPE S. PRESTRESSED 1 l # / 1 �# / ,s� of
4. sTRldcruRAL: PRECAST 8 20—S— 1 5 1i �5 8 24—S—(1 5 i1) #5 ��,,,,// v
4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MiNIMLIM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTION R&0&.14 OR FLORIDA BUILDING $/1B—S—�1� �5/(1� 4i�] Bf1�—S—��� t1� �15
COOF RESIDFNTIAL, 5TH EDITION (2014), SECTION 2104-19
ARCHITEC?S
Design
Group Inc.
FAX:407-774-4078
www.abdesigngroup.com
AA M 0003325
r
_
�
�I'I'lll"I
\000000000►
SXMDIV. & IAT:
KENSINGTON
RESERVE
(LOT 34)
MODEL
SANTA ROSA
(VERSION#01)
PROJECT:
02997.000 034R1
PAGE:
LINTEL
PLAN
(CAST -CRETE)
ARCHrTECT:
STATE OF FLORDA
J CANTWBJ_
ARNO 12079
D/zE:15/7/
KALE: 1�4',-
SHEET
5 D OF 91-
L-4
25 -SH
L -3D 1
QUALITY PRECAST COMPANY
'STRONG' ON SERVICE
P.O. Box 11 - Brandon, Florida 33509-0011
LINTEL
NO.
REINFORCING SCHEDULE 8. LOAD CAPACITIES
SAFE WORKING LOADS (PLF) 8" X 32' COMPOSITE LINTELS
TYPE
el -4'
13RCs HT.
COMMENTS
LINTEL
LENGTH
CLEAR
SPAN
LINTEL TYPE
LINTEL STEEL TOP
WIRE/ BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY GRAVITY
CAPACITY CAPACITY
(0)#5L(1)#5U (1)#5L(1)#5U
DETAIL'U' DETAIL'V
UPLIFT
CAPACITY
(0)#5L(Ij#5U
(1)#51.(1)#5U
DETAIL'U' &'V
UPLIFT
CAPACITY
(1)#5L (2)#5U
DETAIL'W'
2'-10"
1'-6"
PRECAST
2 D4.5 WIRE
2 No.3
10000
10000
10000
10000
3-6"
7-2"
PRECAST
(2) D4.5 WIRE
2 No. 3
10000
10000
10000
10000
4'-0"
743"
PRECAST
(2) D4.5 WIRE
2 No.3
10000
10000
10000
10000
4'-6'
3'-2"
PRECAST
(2) D4.5 W IRE
2 No. 3
10000
10000
10000
10000
4'-8"
3'-4"
PRECAST
(2) D4.5 W IRE
2 No. 3
9576
10000
10000
10000
64'
4'-0"
PRECAST
(2) D4.5 W IRE
2 No. 3
7009
10000
10000
10000
6-10"
4'-6"
PRECAST
(2) D4.5 W IRE
2 No. 3
5700
10000
10000
10000
6-6"
6-2"
PRECAST
(2) D4.5 W IRE
2 No. 4
7924
10000
9263
10000
7-6"
6-2"
PRECAST
(2) D4.5 W IRE
2 No. 4
5748
10000
6723
10000
7-8"
64"
PRECAST
(2) D4.5 W IRE
2 No. 4
5473
9564
6402
10000
6-0"
6-8"
PRECAST
(2) D4.5 WIRE
2 No. 4
4978
8706
5824
10000
8'4"
7'-0"
PRECAST
(2) D4.5 WIRE
2 No. 4
4546
7957
5320
10000
9'-4"
8'-0"
PRECAST
(2) D4.5 WIRE
2 No. 4
3536
6205
4141
7410
10'-6"
9'-2"
PRECAST
(2) D4.5 W IRE
2 No, 4
2725
4798
3194
5322
11'4"
10'-0"
PRECAST
(2) No.3
2 No. 5
3615
5348
2699
4424
12'-0"
101-8"
PRECAST
(2) No. 3
2 No. 5
3191
3670
2379
3894
17-6"
11'-2"
PRECAST
(2) No. 3
2 No. 5
2919
3369
2174
3572
13'-4"
12'-0"
PRECAST
(2) No.3
2 No. 5
2535
2961
1884
3137
14'-0"
12'-8"
PRECAST
(2) No. 3
2 No. 5
2278
1 2698
1691
2856
14'-8"
13'4"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
2 No.4
3326
3326
1829
2919
164"
14'-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
2 No.4
3031
3031
1666
2702
17-4"
16-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
(2) No.4
2346
2346
1290
2210
174"
18'-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
2 No.5
1865
1865
1029
1869
20'-0"
18'-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
2 No.5
1737
1737
959
1778
21'4"
207-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
(2) No.5
1516
1516
839
1620
22'-0"
20'-8"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
2 No.5
1420
1420
787
1551
24'-0"
27-8"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
(2) No.
1250
1250
658
1300
QUALITY PRECAST COMPANY
'STRONG' ON SERVICE
P.O. Box 11 - Brandon, Florida 33509-0011
LINTEL
NO.
LENGTH
TYPE
el -4'
13RCs HT.
COMMENTS
L-1
IT -4'
WM-(I.UKI L
PRE5TREUM
L-2
4'-6'
8/14-5dUlIML
FECE55M
L-3
4'-6'
8116-34LUKOL
PRECASI
L -3A
4'-6'
8116-5�1�1A'sOJL
10000
L-35
5'-4'
"44WOL
T-6'
L -3C
51-411
8/1 44 W OL
2 No. 3
L-30
5'-4"
8116-5-(L1JK®a."
10000
L-4
101-6'
"-s-flAXI L
PRECAST
L-3
'T'-6'
8/46-5-11JlIK1JL
10000
L-6
1'-6'
8116-541AWI L
4'-6"
24'-0" 22'-8" PRESTRESSED (2) No. 3 6 s ran +
2 No. S 642 642 306 599
LATERAL SAFE LOADS (PLF) GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x8'' RECESS DOOR HEADER 8"x8" RECESS DOOR HEADER
LINTEL LATERAL SAFE LOAD TOTAL CLEAR DOOR LINTEL TYPE LINTELSTEELTOP GRAVITY SAFE LOAD UP LIFT SAFE LOAD
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS
CLEAR DOOR
SPAN SIZE
LINTEL
TYPE
LINTEL
LENGTH
CLEAR
SPAN
LINTEL TYPE
LINTEL STEEL TOP
WIRE/ BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY
CAPACITY
(0)#5L (1)#5
DETAIL'H'
GRAVITY
CAPACITY
(1)#5L (1)#5
DETAIUX
UPLIFT
CAPACITY
(])#5L (1j#5U
DETAIL'H'&'J'
UPLIFT
CAPACITY
(1)#5L (2)#5U
DETAIL'r
PLAIN
DETAIL'DA'
- 0"
-6'
PRECASI
2 D4.5 WIRE
No. 3
---10000
10000
0
10000
(2) 04.5 WIRE (2) No.3 1919- 2143 2143 1753 1753
T-6'
2'-7'
PRECAST
(2) D4.5 WIRE
2 No. 3
10000
10000
10000
10000
2'-10"
4'-0"
2-8"
PRECAST
(2) D4.5 WIRE
2 No. 3
9550
10000
10000
10000
3'4" V-0" PRECAST (2) D4.5 WIRE (2) No.3 929 929
4'-6"
3'-7'
PRECAST
(2) D4.5 WIRE
2 No. 3
7207
10000
9863
10000
4'-0" PRECAST
4'-8"
3'-4"
PRECAST
(2) D4.5 WIRE
2 No. 3
6614
10000
9053
10000
6'4" 6'-0" PRECAST (2) D4S WIRE (2) No.4 498 863
5'-4"
4'-0"
PRECAST
(2) D4.5 WIRE
2 No. 3
4843
6687
6635
7320
(2) D4.5 WIRE (2) No.4 396 489 489 261 393
5'-10"
4'-6"
PRECAST
(2) D4.5 WIRE
2 No. 3
3940
5211
5402
5641
6'-6'
S-7
PRECAST
(2) D4.5 WIRE
2 No. 4
4350
4350
4225
4314
2'4"
7-6"
6-7
PRECAST
(2) D4.5 WIRE
2 No. 4
3206
3206
3063
3183
4'-0"
7'-8"
6'4"
PRECAST
(2) D4.5 WIRE
2 No. 4
3071
3071
2916
3049
8'-U,
6'-8'
PRECAST
(2) D4.5 WIRE
2 No. 4
2831
2831 1
2651
2811
8'-4"
TAY'
PRECAST
(2) D4.5 WIRE
2 No. 4
2625
2625
2421
2607
V-4"
8'-0"
PRECAST
(2) D4.5 WIRE
2 No.4
2153
2153
1881
2139
10'-6"
9'-7
PRECAST
(2) D4.5 WIRE
2 No. 4
1777
1777
1448
1766
11'-4"
10'-0"
PRECAST
(2) No. 3
2 No. 5
1568
1568
1222
1568
12-0"
10'-8"
PRECAST
(2) No.3
2 No.5
1439
1439
1075
1439
17-6"
11'-2'
PRECAST
(2) No.3
2 No. 5
1354
1354
981
1354
13'-4"
12-1Y'
PRECAST
(2) No.3
2 No. 5
1232
1232
849
1232
14'4"
12'-8"
PRECAST
(2) No.3
2 No. 5
1149
1149
760
1 149
14'-8"
13'-4"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
(2) No.4
1419
1419
850
1347
15'-4"
14'-17'
PRESTRESSED
(2) No. 3 .
(2) 7/16 strand +
2 No.4
1291
1291
775
1270
17-4"
16'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
(2) No.4
993
993
600
1084
174"
18'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
2 No.5
1035
1035
478
936
29-0"
18'-9'
PRESTRESSED
(2) No. 3
(2) 7116 strand +
2 No.5
961
961
446
872
21'-4"
20'-0"
PRESTRESSED
(2) No. 3
(2} 7/ 16 strand + 2 No. S
834
834
390
763
27-0"
20'-8"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
2 No.5
720
720366
716
24'-0" 22'-8" PRESTRESSED (2) No. 3 6 s ran +
2 No. S 642 642 306 599
LATERAL SAFE LOADS (PLF) GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x8'' RECESS DOOR HEADER 8"x8" RECESS DOOR HEADER
LINTEL LATERAL SAFE LOAD TOTAL CLEAR DOOR LINTEL TYPE LINTELSTEELTOP GRAVITY SAFE LOAD UP LIFT SAFE LOAD
7 r 44 - 3-4 3-0 PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382
f- NOTES: 51-T 4'4" 4'-0" PRECAST (2) D45 WIRE (2) No.3 1819 4139 3839 3839
1. MINIMUM COVERAGE OF STEEL- 1.5"
2. MN. BEARING REQUIRED AT EA. END - 4"
3. STANDARD FOR REIN F. STEEL -ASTM A615 6'-8" 54" 5'-0" PRECAST (2) U4 S WIRE E
(2) No.4 2976 2976 2676 2737
TYPICALLINTEL SECTION 6'-4" 61-T PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121
<-
PRECAST CONCRETE 9-T 84" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455
--------------- )♦.�.�.� 3000 PSI GROUT n �i
161-m' x i1 -m' Cw-0 (PLACED IN FIELD] (SEE SCHEDULE) GRAVITY & UPLIFT SAFE LOADS (PLF)
ED L) 8 x12 RECESS DOOR HEADER
Z' TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD
CONTINUOUSREQ'D. LENGTH SPAN SIZE WIRE BAR BOTTOM BAR SOLID
1•• PER STRUCTURAL PLAN PLAIN #5 SOLID1) 0) L SOLID
-KD�MjiEDOR
7l37'STIRRUPS AT 4'-0"
CC #5 (1) U (0) #5 1 U 1 L #5 (2) U (1)
If�m WELDED) DETAIL'DE' DETAIL'DF' DETAIL'DE'&'DF' DETAIL'DG'
BOTTOM BARS 2'-0 PRECAST
SEE SCHEDULE (2) D4S WIRE (2) No.3 3764 6455 5637 5637
4'4' 7$" 2'4" PRECAST (2) 04.5 WIRE (2) No.3 2970 4965 4401 4401
i
4-2" 2'-10" 2•-6• PRECAST
(2) D4S WIRE (2) No.3 2654 4449 3965 3965
. 7j,
4'-4" 3'-0"
NOTES: 2'-8" PRECAST (2) D4,5WIRE (2) No.3 2400 4030 3607 3607
1. MIN IMUMCOVERAGE OFSTEEL - 1.5" 4'-8" 3'4 -0" " 3'PRECAST (2) D4.5WIRE (2) No.3 1966 3390 3053 3053
2. MN. BEARING REQUIRED AT EA. END -4"
3.S5A DARD FORREINF.STEEL-ASTMA615 5'-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085
TYPICAL RECESS DOOR HEADER SECTION 6'-6 64" 5'-T PRECAST (2) D4.5WIRE (2) No.4 1764 1763 1578 1578
PRECASTCONCRETE 7'-8" 6'4" 6'-0" PRECAST (21 D4S WIRE (2) No.4 1409 1409 1188 1267
9'-8" 64" 8'4" PRECAST (2) D4S WIRE (2) No.4 1000 1000 686 903
rA R C A I i E C T S
FAX:407-774-4078
L . www.abdesigngroup.com
AA #: 0003325
r
TOTAL
LENGTH
CLEAR DOOR
SPAN SIZE
LINTEL
TYPE
LINTELSTEEL
TOP WIRE /
BAR
STEEL
BOTTOM
BAR
PLAIN SOLID
DETAIL'DA' DETAIL'DB'
LENGTH
SPAN
SIZE
DETAIL'DLr DETAIL'DV DETAIL'DU' &'DV DETAIL'DW
WIRE / BAR
LINTEL
L -1 -
STEEL
BOTTOM
BAR
PLAIN
DETAIL'DA'
SOLID
#5 (1) U (0)
DETAIL'DB'
SOLID
L #5 (l) U (l) L
DETAIL'DC'
SOLID SOLID
#5 (lj U (0) L #5 (2) U (l) L
#5 (11 U (11 L
DETAIL'DB' &'DC' DETAIL'DD'
10000
3'-0"
2'4" 2'-0" PRECAST (21 D4S WIRE (2) No.3 1640 1790
3'-8"
2'-4"
2'0 PRECAST
(2) 04.5 WIRE (2) No.3 1919- 2143 2143 1753 1753
4'-0"
2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 1386 1410
4'-0"
2'-8"
24" PRECAST
(2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483
4'-2"
2'-10" 7-6" PRECAST (2) D4.5 WIRE (2) No.3 1259 1259
4'-2"
2'-10"
2'-6" PRECAST
(2) D4.5 WIRE (2) No.3- 1473 1668 1668 1376 1376
4'4"
3'-0" 7-8` PRECAST (2) 1345 WIRE (2) No.3 1137 1137
4'-4"
3'-0"
2'41" PRECAST
(2) D4S WIRE (2) No.3 1367 1553 1553 1284 1284
4'-0"
3'4" V-0" PRECAST (2) D4.5 WIRE (2) No.3 929 929
4'-8"
3'4"
V-0" PRECAST
(2) D4S WIRE (2) No.3 1194 1363 1363 1131
1131
5'-8"
4'4" 4'-0" PRECAST (2) D4S WIRE (2) No.3 559 559
5'-6'
4'-4"
4'-0" PRECAST
(2) D4-5WIRE (2) No.3 864 995 995 831
831
6'�"
5'4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 606 1097
64'
5'-4"
5-0" PRECAST
(2) D4.5 WIRE (2) No.4 662 816 816 650 654
7'-8"
6'4" 6'-0" PRECAST (2) D4S WIRE (2) No.4 498 863
74'
6'4"
6'0 PRECAST
(2) D4.5 WIRE (21 No.4 542 669 669 462 537
91-8"
8'4" V-0" PRECAST (2) D4.5 WIRE (2) No.4 294 510
9'-8"
8'4"
8'-0" PRECAST
(2) D4.5 WIRE (2) No.4 396 489 489 261 393
7 r 44 - 3-4 3-0 PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382
f- NOTES: 51-T 4'4" 4'-0" PRECAST (2) D45 WIRE (2) No.3 1819 4139 3839 3839
1. MINIMUM COVERAGE OF STEEL- 1.5"
2. MN. BEARING REQUIRED AT EA. END - 4"
3. STANDARD FOR REIN F. STEEL -ASTM A615 6'-8" 54" 5'-0" PRECAST (2) U4 S WIRE E
(2) No.4 2976 2976 2676 2737
TYPICALLINTEL SECTION 6'-4" 61-T PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121
<-
PRECAST CONCRETE 9-T 84" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455
--------------- )♦.�.�.� 3000 PSI GROUT n �i
161-m' x i1 -m' Cw-0 (PLACED IN FIELD] (SEE SCHEDULE) GRAVITY & UPLIFT SAFE LOADS (PLF)
ED L) 8 x12 RECESS DOOR HEADER
Z' TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD
CONTINUOUSREQ'D. LENGTH SPAN SIZE WIRE BAR BOTTOM BAR SOLID
1•• PER STRUCTURAL PLAN PLAIN #5 SOLID1) 0) L SOLID
-KD�MjiEDOR
7l37'STIRRUPS AT 4'-0"
CC #5 (1) U (0) #5 1 U 1 L #5 (2) U (1)
If�m WELDED) DETAIL'DE' DETAIL'DF' DETAIL'DE'&'DF' DETAIL'DG'
BOTTOM BARS 2'-0 PRECAST
SEE SCHEDULE (2) D4S WIRE (2) No.3 3764 6455 5637 5637
4'4' 7$" 2'4" PRECAST (2) 04.5 WIRE (2) No.3 2970 4965 4401 4401
i
4-2" 2'-10" 2•-6• PRECAST
(2) D4S WIRE (2) No.3 2654 4449 3965 3965
. 7j,
4'-4" 3'-0"
NOTES: 2'-8" PRECAST (2) D4,5WIRE (2) No.3 2400 4030 3607 3607
1. MIN IMUMCOVERAGE OFSTEEL - 1.5" 4'-8" 3'4 -0" " 3'PRECAST (2) D4.5WIRE (2) No.3 1966 3390 3053 3053
2. MN. BEARING REQUIRED AT EA. END -4"
3.S5A DARD FORREINF.STEEL-ASTMA615 5'-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085
TYPICAL RECESS DOOR HEADER SECTION 6'-6 64" 5'-T PRECAST (2) D4.5WIRE (2) No.4 1764 1763 1578 1578
PRECASTCONCRETE 7'-8" 6'4" 6'-0" PRECAST (21 D4S WIRE (2) No.4 1409 1409 1188 1267
9'-8" 64" 8'4" PRECAST (2) D4S WIRE (2) No.4 1000 1000 686 903
rA R C A I i E C T S
FAX:407-774-4078
L . www.abdesigngroup.com
AA #: 0003325
r
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x32" RECESS DOOR HEADER
4-2"
2-10
TOTAL
LENGTH
CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP
SPAN SIZE WIRE/ BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY SAFE LOAD UPLIFT SAFE LOAD
10000
SOLID SOLID SOLID SOLID
#5(1)U(0)L #5(1)U(1)L #5(1)U(0)L #5 (2)U(1)L
#5 (1 U 1) L
DETAIL'DLr DETAIL'DV DETAIL'DU' &'DV DETAIL'DW
4'-4"
3' 8"
2'4" 2'-0" PRECAST (2) D4S WIRE
(2) No.3
10000 10000 10000 10000
8654 10000
10000
4'-T
2'-8" 2'4" PRECAST (2) D4.5 WIRE
(2) No.3
10000 1 10000 10000 10000
4'-8"
3'4"
3'4"
PRECAST (2) D4S WIRE
(2) No.3
7102 10000
9975
7 r 44 - 3-4 3-0 PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382
f- NOTES: 51-T 4'4" 4'-0" PRECAST (2) D45 WIRE (2) No.3 1819 4139 3839 3839
1. MINIMUM COVERAGE OF STEEL- 1.5"
2. MN. BEARING REQUIRED AT EA. END - 4"
3. STANDARD FOR REIN F. STEEL -ASTM A615 6'-8" 54" 5'-0" PRECAST (2) U4 S WIRE E
(2) No.4 2976 2976 2676 2737
TYPICALLINTEL SECTION 6'-4" 61-T PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121
<-
PRECAST CONCRETE 9-T 84" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455
--------------- )♦.�.�.� 3000 PSI GROUT n �i
161-m' x i1 -m' Cw-0 (PLACED IN FIELD] (SEE SCHEDULE) GRAVITY & UPLIFT SAFE LOADS (PLF)
ED L) 8 x12 RECESS DOOR HEADER
Z' TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD
CONTINUOUSREQ'D. LENGTH SPAN SIZE WIRE BAR BOTTOM BAR SOLID
1•• PER STRUCTURAL PLAN PLAIN #5 SOLID1) 0) L SOLID
-KD�MjiEDOR
7l37'STIRRUPS AT 4'-0"
CC #5 (1) U (0) #5 1 U 1 L #5 (2) U (1)
If�m WELDED) DETAIL'DE' DETAIL'DF' DETAIL'DE'&'DF' DETAIL'DG'
BOTTOM BARS 2'-0 PRECAST
SEE SCHEDULE (2) D4S WIRE (2) No.3 3764 6455 5637 5637
4'4' 7$" 2'4" PRECAST (2) 04.5 WIRE (2) No.3 2970 4965 4401 4401
i
4-2" 2'-10" 2•-6• PRECAST
(2) D4S WIRE (2) No.3 2654 4449 3965 3965
. 7j,
4'-4" 3'-0"
NOTES: 2'-8" PRECAST (2) D4,5WIRE (2) No.3 2400 4030 3607 3607
1. MIN IMUMCOVERAGE OFSTEEL - 1.5" 4'-8" 3'4 -0" " 3'PRECAST (2) D4.5WIRE (2) No.3 1966 3390 3053 3053
2. MN. BEARING REQUIRED AT EA. END -4"
3.S5A DARD FORREINF.STEEL-ASTMA615 5'-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085
TYPICAL RECESS DOOR HEADER SECTION 6'-6 64" 5'-T PRECAST (2) D4.5WIRE (2) No.4 1764 1763 1578 1578
PRECASTCONCRETE 7'-8" 6'4" 6'-0" PRECAST (21 D4S WIRE (2) No.4 1409 1409 1188 1267
9'-8" 64" 8'4" PRECAST (2) D4S WIRE (2) No.4 1000 1000 686 903
rA R C A I i E C T S
FAX:407-774-4078
L . www.abdesigngroup.com
AA #: 0003325
r
4-2"
2-10
2-6
PRECAST (2) D4S WIRE
(2) No.3
9563 10000
10000
10000
4'-4"
S-0"
246"
PRECAST (2) D4.5 WIRE
(2) No.3
8654 10000
10000
10000
4'-8"
3'4"
3'4"
PRECAST (2) D4S WIRE
(2) No.3
7102 10000
9975
10000
5'-8"
4'4"
4'4"
PRECAST (2) D4.5 WIRE
(2) No.3
4336 10000
6110
10000
6'-8"
64"
5'-0"
PRECAST (2) D4S WIRE
(2) No.4
5323 10000
4103
10000
7'-8"
64"
6'-0"
PRECAST (2) D4.5 WIRE
(2) No.4
3810 10000
2929
9691
9' 8"
814"
8'4"
PRECAST (2) 04S WIRE
T (2) No.4
2202 5434
1680
5174
.ovovvvovo,
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x16"RECESS DOOR HEADER
3000 PSI GNIIELD
(PLACED IN(SEESCHEDULE)
TOP LEG BARS:
(1) ST CONTINUOUS REQD.
PER STRUCTURAL PLAN7(32"STIRRUPS
TOTAL
LENGTH
CLEAR DOOR LINTELTYPE
SPAN SIZE
LINTEL STEEL TOP
WIRE/ BAR,
LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD
BOTTOM BAR SOLID SOLID SOLID
( #5 (1) U (0) L SOLID
#5 1J U (0) L #5 (i) U (1j L #5 1 U 1 L#5 (2) U (iJ L
DETAIL'DH' DETAIL'DJ' DETAIL'DH'&'DJ' DETAIL'DK'
3'
2'4"
2'-0"
PRECAST
(2) D4S WIRE
(2) No.3 5713 10000
10000
10000
AT 4'-0"CC
(TIED OR WELDED)BOTTOM
4'-0"
2-8"
2'4"
PRECAST
(2) 04S WIRE
(2) No.3 4511 10000
9686
10000
BARS
SEESCHEDULE
4'-2'
2'-10"
2'-6"
PRECAST
(2) D4S WIRE
(2) No.3 4032 10000
8687
9503
4'-4"
3'-0"
2'-g"
PRECAST
(2) D4.5 WIRE
(2) No.3 3647 9133
7835
8173
7 r 44 - 3-4 3-0 PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382
f- NOTES: 51-T 4'4" 4'-0" PRECAST (2) D45 WIRE (2) No.3 1819 4139 3839 3839
1. MINIMUM COVERAGE OF STEEL- 1.5"
2. MN. BEARING REQUIRED AT EA. END - 4"
3. STANDARD FOR REIN F. STEEL -ASTM A615 6'-8" 54" 5'-0" PRECAST (2) U4 S WIRE E
(2) No.4 2976 2976 2676 2737
TYPICALLINTEL SECTION 6'-4" 61-T PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121
<-
PRECAST CONCRETE 9-T 84" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455
--------------- )♦.�.�.� 3000 PSI GROUT n �i
161-m' x i1 -m' Cw-0 (PLACED IN FIELD] (SEE SCHEDULE) GRAVITY & UPLIFT SAFE LOADS (PLF)
ED L) 8 x12 RECESS DOOR HEADER
Z' TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD
CONTINUOUSREQ'D. LENGTH SPAN SIZE WIRE BAR BOTTOM BAR SOLID
1•• PER STRUCTURAL PLAN PLAIN #5 SOLID1) 0) L SOLID
-KD�MjiEDOR
7l37'STIRRUPS AT 4'-0"
CC #5 (1) U (0) #5 1 U 1 L #5 (2) U (1)
If�m WELDED) DETAIL'DE' DETAIL'DF' DETAIL'DE'&'DF' DETAIL'DG'
BOTTOM BARS 2'-0 PRECAST
SEE SCHEDULE (2) D4S WIRE (2) No.3 3764 6455 5637 5637
4'4' 7$" 2'4" PRECAST (2) 04.5 WIRE (2) No.3 2970 4965 4401 4401
i
4-2" 2'-10" 2•-6• PRECAST
(2) D4S WIRE (2) No.3 2654 4449 3965 3965
. 7j,
4'-4" 3'-0"
NOTES: 2'-8" PRECAST (2) D4,5WIRE (2) No.3 2400 4030 3607 3607
1. MIN IMUMCOVERAGE OFSTEEL - 1.5" 4'-8" 3'4 -0" " 3'PRECAST (2) D4.5WIRE (2) No.3 1966 3390 3053 3053
2. MN. BEARING REQUIRED AT EA. END -4"
3.S5A DARD FORREINF.STEEL-ASTMA615 5'-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085
TYPICAL RECESS DOOR HEADER SECTION 6'-6 64" 5'-T PRECAST (2) D4.5WIRE (2) No.4 1764 1763 1578 1578
PRECASTCONCRETE 7'-8" 6'4" 6'-0" PRECAST (21 D4S WIRE (2) No.4 1409 1409 1188 1267
9'-8" 64" 8'4" PRECAST (2) D4S WIRE (2) No.4 1000 1000 686 903
rA R C A I i E C T S
FAX:407-774-4078
L . www.abdesigngroup.com
AA #: 0003325
r
�
�IIIIIIIIII
.ovovvvovo,
simmv. & L 76.
KENSINGTON
RESERVE
(LOT 34)
M0DEIw:
SANTA ROSA
(VERSION#01)
PROJECT:
02997.000 034R1
PAGE:
LINTEL
PLAN
(QUALITY
PRECAST)
ARCHTECT:
STATE OF FLORIDA
3D , i 5/7/18
S ALE: 1/4 11=19- 0"
SHEET
5 E OP' 9
i
2x12
('2 SYP)
7/16' 088
[TYPJ
NAI. (3) 12d a 6'-8' O.C.
TYP. 2x12 BM.IHDR.
ENTRY
MINIMUM WALL AND Wr=ADER
STUD REQUIREMENTS
MAXrW HEADER SPAN CftJ
CONNECTOR SCHEDULE - CONTROL DATE: 01-01-15
5'-0' TO
SIMPSON
U.N.O.
USP
1'-11112,
AND UP
NUMBER OF HEADER STUDS
DES.
UPLIFT
GRAVITY DES.
UPLIFT GRAVITY
FASTENER
2
META -I6
1450
HTA 16-18
1400
(1) Val x 1 1/2" I -PLY, (6) Ibd 2 -PLY,. CUSP= (10) 1Od X 1 1/2' - NO 16d OPTION)
AT EACH HE
END OF APER
(2) META -16
1985
1900
(2) HTA 16-18
2800 -
(10) 10d x 1 12' I -PLT, (USP: (10) 10d x 1 V2')
(14) 16d 2 -PLY (USP: NO 164 OPTION)
HETA-16
1510
HTA I6
1615
(9) I0d x 1 1/2' 1 -PLT, (8) Ibd 2 -PLT USP: (10) 10d x i V2', NO Ibd OPtION
HETA-20
1810
FRA 20
1615
('.a 10d x 1 VVI -PLY, (8) 16d 2 -PLY USP: (10) 10d x 1 1/2', NO 16d OPTION
�.
(2) HETA-20
2035-Ed
(2) NTA -20
-
3110Z2500
-
(10)lod x 112' I -PLY - USP: (10)10d x 1 1/2'Of
lit) Ibd 2 -PLT - - CUSP: NO 16d OPTION) - - - - -
0
LGT-2
2150
- LUG7-2 -
1915 -- -
(1) - 1/4' x 2 1/4' TITEK 2 PLY - CU5P: 15LK (5) 1/4' WE, WOOD (16) Udd -
V)
DETAL-20
2480
NO USP CONVERSION FOR SIMPSON PETAL -20
(18) - 10d x 1 12, 1 PLY
MGT
3965
MUGT -
4000 -
(1) 5/8' ATR IN HIGH STT;r=NGTH EPDXY (MR 12' EMBED), (22) lod TO WOOD (USP, (28) 10d TO WOOD)
HGT-2 +
10980
- 4-UGT-2
- 9365 -
f2) 3/4' AS.R IN HICsH S11&-NCsTH EPDXY (MIN. 12' EMBED), (16) 104 70 WOOD CUSP: WOOD (8) 10d) -
1437-3 +
10530
H1.JGT-3
9365
(2) 3/4' ATR IN HIGH STREIJGTH EPDXY (MIN. 12' EMSED), (Ir,) loci To WOOD (USP: WOOD (8) 104)
LGT3-SDS2TS
3285
LUGT-3
5330
(12) SDS 1/4'x2 12' TO GIRDER (4) 3/8' x 5' TITEN HD TO WALL (USPe CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) 11625
-
L742
1210 PARALLEL TO WALL
1425 PERPENDICULAR TO LPTA -
WALL
1535
f10) 10d x 1-12' (USP: (10) 10d x 1 12' -
VGT -
4940
NO USP CONVERSION FOR SIMPSON YnT
(1) 5/6' ATR IN HIGH 6TTENG71-1 EPDXY (MIN. 12' EMBED), (16)-8D8 1/4'X3' TO WOOD
(2) YGT -
105 -
NO USP CONVERSION FOR SIMPSON (2) VGT)
(2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MN. 12' EMBED), (32) -SDS 1/4'X3' / 2 PLY - - - -
-
MTs -12
1000
- MTW 12
1595
(14) 10d x 1 12' - (USP: (14) 10d x 112', (14) 1016)
-
HTS -16 -
1150
- 44M 16
1660 -
(I6) I0d x 1 1/2' - CUSP: (16) 10d x 1 12', (16) 10d)
HTS -20 - -
1450
- HTW 20
2045 -
(24) 10d x 1 12' - CUSP: (24) 104 x 11/2', (20) 10d) - -
- HTS -24
1450
- HTW 24 -
2045
(24) lad x 1 12' - - (USP: (24) 10d x 1 12, (20) 10d)
LSTA-12 ++
925
- LSTA 12 -
910
(10) 10d - USP: (10) 106
LSTA-IS ++
1335
LSTA 18
1360
(14) 104 USP: (14) 104
MSTA-18 ++
1315
MBTA-16
1315
(14)106d USP: 04) 10d
N
MSTA-24 •+
1640
MSTA-24
1150
(18) 104 USP: (18) 104
d
M6TA-30 ++
2050
MSTA-30
2140
(22) 10d USP: (22) 10d
<
M6TA-36 ++
2050
MBTA-36 -
2525 - -
(26) 10d - - USP: (26)104 - -
MSTI-36
3800
KSTI 236
3090
(36) 10d x I V2' Lop, (36) 104 x 1 12'
M5TI-48
5065
KTSI 248
4250
(48) bd x 112' 1,{$p, (48) 104 x 1 12'
H6
950
LFTA 6
1535
(B) ad TO PLATES, (5) bd TO STUDS (USP: f16) ed x 1 1/2', (16) 8d)
0F'4
Bea
SPT 4
94b
(6) 10d x 1 12' TO STUDS USP: (b) 104d x 11/2' TO STUDS
A34
395
MP 34
410
(4) Bd x 112' TO OEAM, (4) Sd x 1 12' TO POST. USP, (4) Sd x 1 1/2 TO BEAM, (4) Od x 112' TO POST.
HCP2
648
"HCP 2
1010
(12) 10d x 1 12' USP: (10) 1" x 1 12' TO TRUSS, (10)10d X 1 12' TO PLATE
HIDA
- 1340
- RT 16A
2180
(18) 10d x 1 V2' - USP: (9) 10d x 1 12' TO TRUSS, (8) 10d X 1 1/2' TO PLATE
YGT A HDU4
4565
PHD 4A
4535
06)406 1/4'x9" TO WOOD, 00)-5D8 V4'x2 12' W/ THREADED ROD, (2) NUTS/W A5HER2 PLY
U8P: 15/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD BCREil18
YC%T a HD15 -
4540
- - TDX 10
5110
(16)-806 1/41x3' TO WOOD, (31.3/4' STUD BOLTS LLV THREADED RoP, (2) NUTS/WASHER/2PLY -
U51', 1/8' ATR MIN. 1' EMEsED SET N HIGH STRENGTH EPDXY C4) -Ile' THRU-BOLTS
ABU 44
2200
6665 PAU 44
2535 67-15
(1) 5/6' ATR IN HIGH 6T1iENGTH EPDXY, (MIN. 1' EMBED> N CONC, (12) 164 TO WOOD USP: SAME AS SIMPSON
-
ABU 66
2300
12000 PAU 66
2535 13815
lU 5/8' ATR IN HIGH bTRSNGTH EPDXY, (MIN. 1' EMBED) N CONC, (I2A6d To WOOD USP: SAME AS SIMPSON
LTTI9 •++
1340
LTS le
1205
(1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MN. 1' EMBED) N GONG, (8A06 TO WOOD USP: SAME AS SIMPSON
=
L=05 ++,
1500
LTB 2015
1105
(1) 1/2' A.T.R. N NIGH STRENGTH EPDXY, (MIN. 1' EMBED) N CONC. (I0110d TO WOOD
USP: 3/4' ATR MIN T' EMBED SET N HIGH STRENGTH EPDXY, (10) 104, (10) IOd x 1 12', 2-1/2'
0
Z
HTT4
4455
4745
- 4465 -
-
(U 5/8' AT -R N HIGH STRENGTH EPDXY (MIN. 1' EMBED) N CONC, (18) SDMO X 11/2' (USP, (20) 16d X 2-12')
USP HAS MORE NAIL OPTION8: (20) 104, (20) 10d x 1-12', (20) Ibd x 2 1/2'
Q
H7T5
-
5090
H745
5430
-
(1) 5/e' AYR N HIGH STRENGTH EPDXY (MN. 1' EM5ED,) IN GONG, (26) Ibd X 2 12' (USP: (20)16d X 2-112') -
USP H45 MORE NAIL OPTIONS, (28) 10d, (26) 10d x 1-12', (20) 164 x 2 1/7' - - -
FIHDQiI-606 25+
11010
UF$4P 11
12090
(1) 1' ATR. N HIGH STRENGTH EPDXY, (MN. 10' EMBED.) N CONCI, (24) SDS Y4' x 211' WOOD SCREWS CUSP, (24) WS3 WOOD SCREWS)
HDI5
6645
TDX IV
5110
(1) 1/e' AE. IN NIGH SIREN TH EPDXY, fMIN1 1' EMBED.) N CONG, 0) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS)
V)
-
MBHA 3.56/1125
-
3413
- -
5330 NrM35X17U
-
-
3165 1130
- -
SIMPSON, (1) 3/4' AT.R IN HGH STRENGTH EPDXY, (MIN. 6.15' EMBED( -ENT) N CM" TOP, (1) 3/4'
ATR. IN H1314 STRENGTH EPDXY,. CMIN. 6.15' EMBEDMENT) M CML. FACE, (18/19d TO 5aAM - -
USP, (V 12' J -BOLT W/ MNIMUM 6, EMBED. 4 NOT LESS THAN 4' FROM E03E or OONC W( 3/4' DIA ItW
RAMSEVREDHEAD DYNA DOLT SLEEVE ANCHOR OR Ea W/ MN 9' EMBED DEPTH INSTALLED N THE PACE.
(14) Ica AT J016T
of
LTU2660
V
HUSC412 (WOOD)
3635 -
(PLR)
4J84121F
9265 (ROOF)
2530 (PLR)
9060
3225 (ROOF)
_
(10) l6d TO HEADER (10) 16d TO WOOD USP: SAME AS SIMPSON
Z
Q
HUC410 (CMU)
1810
5085 4-0410 P
1905 3115
110) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMJ, 00) 104 TO WOOD= CU5P: (18)1/4' x 3' W53 SCREWS, (10) 104 TO WOOD.
=
WUC210-2 (CMU)
1810
5085 - FID210-21F
MOB - 3415
(10)1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, f10) 10d TO WOOD: CUSP: (18)1/4' x 3' W1S3 SCREWS, (10) 104 TO WOOD
HUC210-3 (CMU)
1510
4000 HD21D-31P
1905 3115
( 15) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 106 TO WOOD: (USP: CIS) 1/4' x 3' WS3 SCREWS, (10) 104 TO WOOD
LGUM2b-2-SD5
1430
5595 NO U5P CONVERSION FOR SIMPSON LGUM26-2-SDS
(4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4)1/4'x 211/2'008 SCREWS TO Wt7OD
HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXT PRODUCTS OR USP - CIA ADFE 5ivE
ANCHORING SYSTEMS.
+ WHERE ANCI-IOR MITSEDMENT 15 GREATER THAN 1' DEEP, THE VERTICAL CELL IN CMLL WALL MUST BE FILLED SOLID w/ GROUT. - - -
- -
++ 104 COMMON NAILS CAN BE SU55TITUTED WITH 10d x 1 1/2' NAILS N CONJUNCTION WITH A 23¢ REDUCTION N THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION
PRIOR TO NSTALLATION. - - - -
++ MNIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MNIl*tN EMBEDMENT NTO THE FOUNDATION WILL BE 1'
Ld
f—
O
ATR . A-301 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 COgTRACTOR MUST BE RESPONSIBLE FOR MAKING SUIS THAT THE PROPER CORROSION PROTECTION
1S USED.
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING zmAX / "PG GALvANiXED CONNECTORS, USE FAsmreRS GALYANIXED PER ASTM-AI53
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN NDMDUAL 154516 AND MUST HAVE MITTEN APPROVAL FROM T14E ARCHITECT/ENGINEER OF RECON PRIOR TO USE. - - - -
ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD. CONSTRUCTION CONNECTORS C-2013' ,_'HIGH WND-RESISTANT CONSTRUCTION C-HW09, AND ANCHORNG 4 FASTENING SYSTEMS FOR CONCRETE a MASONRY CATAI-OG
C -SAS -2012. -
2x12
('2 SYP)
7/16' 088
[TYPJ
NAI. (3) 12d a 6'-8' O.C.
TYP. 2x12 BM.IHDR.
ENTRY
MINIMUM WALL AND Wr=ADER
STUD REQUIREMENTS
MAXrW HEADER SPAN CftJ
UP TO
5'-0' TO
8'-0'
U.N.O.
4'-111/2,
1'-11112,
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
N, M 5ER OF FULL LEWxTH STUDS
2
AT EACH HE
END OF APER
1
3
015L. 2x10 SEGJRED TO
TRUSS
FRAMING NOTES:
1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE
OR EQUAL, U.N.O.
2. TYPICAL HURRICANE STRAPS AREAS FOLLOWS, U.N.O:
• TRUSS TO MASONRY/CONCRETE SHALL BE META -16
• FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
• TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED SECURE (2) 2x6 TO
AND SUPPLIED BY TRUSS MANUFACTURER. Dt3L. 2x10 W/ 14US-26
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS
FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE
STD. U.N.O. ON FRAMING PLAN. /
6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSSBEAM MUST t
NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE
EXTERIOR MASONRY
WALL Sleds. HEWS
8'-8" SIeIC�.
LOAD ERGs. WALL
NON -Bites. WALL
SECURE (2)2x12 IBM TO PT 6x6 POST
HUC-41Q) W/ (2) MSTA-24 POST TO SLAB W/ A5U-66
l2 -TYP)
ARCHITECTS
FAX:407-7744078
L . www.abdesigngroup.com
AA #: 0003325
LANDING DETAIL
: I/,& a 1-w
- - - - - - -
-- ----------------------------------------------------
3
ilk
- ---- ---- ----
I------------G03G_ _ 3
i t n u u u u
D6
II
n u
8 In In In In In Ln An in in
2X4 KNEEWALL ATTACHED TO
TRUSS W/ MTs -12 s EA. STUD
2X KNEEWALL SECURED TO
CMU uu I/2' ANCHOR BOLT Wi
2' WASHERS SET IN SIMPSON
WIG14T STFMWjTH EPDXY a
s>=cufqw-- �x6 32' O.G. (i" EMMD.)
LEDGER
PER STAIR SECTION
ON SWEET
4AJ OP: 21.
SUHDIY. & LOT:
KENSINGTON
RESERVE
(LOT 34)
MO DELe
SANTA ROSA
(VERSION#01)
PROJECT#:
02997.000 034R1
PAGE:
FIRST
FLOOR
FRAMING
PLAN
ARCHITECT
STATE OF FLORDA
EIL
TW
0 ?Oji
J
Ali12079
DA, : 5/7/18
s ALL: 1/4"=1'-0"
SHEET
6 or 9
�IIIIIIIIII
ovvvvoo,
LANDING DETAIL
: I/,& a 1-w
- - - - - - -
-- ----------------------------------------------------
3
ilk
- ---- ---- ----
I------------G03G_ _ 3
i t n u u u u
D6
II
n u
8 In In In In In Ln An in in
2X4 KNEEWALL ATTACHED TO
TRUSS W/ MTs -12 s EA. STUD
2X KNEEWALL SECURED TO
CMU uu I/2' ANCHOR BOLT Wi
2' WASHERS SET IN SIMPSON
WIG14T STFMWjTH EPDXY a
s>=cufqw-- �x6 32' O.G. (i" EMMD.)
LEDGER
PER STAIR SECTION
ON SWEET
4AJ OP: 21.
SUHDIY. & LOT:
KENSINGTON
RESERVE
(LOT 34)
MO DELe
SANTA ROSA
(VERSION#01)
PROJECT#:
02997.000 034R1
PAGE:
FIRST
FLOOR
FRAMING
PLAN
ARCHITECT
STATE OF FLORDA
EIL
TW
0 ?Oji
J
Ali12079
DA, : 5/7/18
s ALL: 1/4"=1'-0"
SHEET
6 or 9
2x12
(02 8YP)
1/16,055
to Pi
NAIL (3) 12d a 6'-6' Or.
TYP. 2x12 BM.ZHDR.
ENTRY
MINIMUM WALT. AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (k)
CONTI37L DATE: 01-01.15
CONNECTOR SCHEDULE
51-0' TO
SIMPSON
UN.O.
USP
7 11 I/1 1
AND UP
N RIMR OF 1 -FADER STUDS
DES.
UPLIFT
GRAVITY DES.
UPLIFT GRAVITY
FASTENER
2
META -16
1450
HTA 16-18
1400
(1) 10d x 1 V2' 1 -PLY, (6) I6d 2 -PLY, (USP: (10) 10d X 1 1/2' - NO I6d OPTION)
AT EACH END OF HEADER
(2) META -Ib
-
1985
1900 -
- -
(2) HTA 16-18
- - -
-
2800
-
(10) I7Jd x I I/2' 1 -PLT, (USP: (10) 10d x I V27 - -
(14) I6d 2 -1 -LY - CUSP, NO I6d OPTION) -
I -ETA -16 -
1810
HTA 16
1615
(97 10d x 1 1/2' I -PLY, (8) 16d 2 -PLY - U5P: (10) 10d x 1 1/2', NO I6d OPTION
D5
I -ETA -20
1510
HTA 20 _
1615
(9) 10d x 11/2' I -PLY, (8) 16d 2 -PLY USP: (10110d x 1 1/1', NO I6d OPTION
r
�.
Z
-
(2) HETA-20
2035
?5010
- -
(2) HTA-20
3110
(10) 10d x 1 1/2' 1 -PLY - - U51.: (10) 10d x 1 IQ' -
(l2) I6d 2 -PLY tUBP: NO I6d OP710N1
O
LGT-2
7150
LUST -2
MID
(1) - 1/4' x 2 1/4' TITEN, 2 PLY CUSP, BLK (5) V4' W5, WOOD (16) 10d
PETAL -20
2480
_ - NO USP CONVERSION FOR SIMPSON DETAL-20
(18) - 06 x 1 1/2, 1 PLY - - - - - -
MGT
3965
MUGT
4000
(1) 6/6' AT.R IN HIGH STREWTH EPDXY (MN. 12' EMBED), (22) 10d TO WOOD (USP: (25) IOd TO WOOD)
HST -2 .
10960 -
HUST-2
- 5365 -
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY MINI. 12' EMBED), 06) 10d TO WOOD (USP: WOOD (8) 10d) -
HGT-3
_
_
HUGT-3
9365 -
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY MIN. 12' EMBED), (16) 10d TO WOOD -. (USP: WOOD (8) bad)
LGT3-60829
3285
LUGT-3 -
5330
(12) 806 1147d In'TO GIRDER, (4) 3/S' x 5° TITEN HD TO UALL (USP: CONS. (4)3/8' X 5' WEDGE SOLT, WOOD (12) W825
LTA2
120 PARALLEL TO WALL
1425 PERPENDICULAR TO LPTA -
WALL
1555
(10) 10d x 1-1/2' Cusp.: (10) loci x I UT - - - - - -
-
YG,r -
4940
- NO USP CONVERSION FOR SIMPSON VGT
(1) 9/S' ATR N HIGH STRENGTH EPDXY MIN, T2' EMBED), (16) -SDS V4'X3' TO WOOD - - -
-
(2) VST -
-Jim
- NO USP CONVERSION FOR SIMPSON (2) VGT)
(2) 5/6' A.T.R IN 1-w STRENGTH EPDXY (MIN. 12' EMBED), (32) -SDS 1/4X3'/ 2 PLY -
MT5-12
1000
MTW 12
1595
(14) 1Od x 1 I2' (USP: (14) 10d x 1 1/2', (14) 10d)
-
HT8-16 -
1150
WTW 16
1660 - -
(16) 10d x IVT - (USP: (I6) 10d x 1 1/2', (161 10d) - -
WTS-20
1450
NTW 20
2045
(24) 10d x 1 I/2' (USP: (24) 10d x 1 1/2', (20) 10d)
ROOF FRAMING PLAN
14T5-24
1450
NTW 24
- 2045
(24) 10d x 1 1/2' - (USP: (24) 10d x 1 12', (20) IOd)
ELEVATION 'C'
LSTA-12 +a
925
LSTA 12
910
(10) 10d - USP: (10) 10d
LSTA-18 ••
1235
LSTA Ifi
1360 1
(14) 10d USP: (14l 10d
115TA-I6 +•
1315
MSTA-I6
1315
(14) 10d USP: (14) 10d
116TA-24 ++
1640
MTA -24
1150
(Ifi) 10d USP: (18) NDB
I
MSTA-30 ++
2050
- - MSTA-90 - -
2140 -
(22) 10d - - - USP: (22) 10d - -
NOTA -36 +.
7050
M67A-36
2525
(26) 10d - USP: (26) loci - - -
1--
1167I-36
3800
KSTI 236
3090 -
(36) 10d x I In' - USP: (3( ) 10d x 1 1/2' -
V)
MSTI-48
5065
KTSI 248
4250
(48) 10d x 1 1/2' USP, (48) 10d x I V2'
1-46
950
LFTA 6
1595
(8) 8d 70 PLATES, (8) Bd TO STUDS (USP: (1( ) fid x 1 1/1', (16) 8d)
SP4 -
855
SPT 4
945
(b) 10d x 1 1,12' TO STUDS - USP: (6) 10d x 11/2' TO STUDS
A34
399
MP 34
410
(4) 8d x i VZ' TO BEAM, (4) ed x 1 1/2' TO P08% U5P: (4) 6d x 11/2' t0 BEAM, (4) fid x 1 V2' TO POST.
1CP2
649
WHOP 2
1010
(12) 10d x I VT _ USP: (10) 10d x 112' TO ?RUSS, (10) 10d X I VT TO PLATE
HIDA
1340
RT 16A
2180
(IS) 10d x 1 1/2' USP: (9) 10d x 1 1/2' TO TRU56, (8) 10d X 1 1/2' TO PLATE
VGT 4 HDU4
4566
- PHD 4A
4536
(16)-606 V4'x3' TO WOOD, (10)-5D5 1/4"x2 1/1' W/ THREADED ROD, (2l NUTS/WA5HER/2 PLY - -
USP, 5/8' ATR MIN. 1' EMEED SET M HIGH STRENGTH EPDXY, (10) WOW WOOD SCREWS
. VGT t H010
4940
- TDX 10
5110
(16) -SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W) THREADED ROD, (2) NLITSNJASHER/2PLY
U5P. 1/6' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4)1/6" THRJ-BOLTS
ABU 44
2200
6665 PAU 44
2535 6115
(1) 8/e' ATR IN HIGH STRENGTH EPDXY, (MIN. V EMBED.) N GONG,. (12) I6d TO WOOD USP: SAME A9 SIMPSON
ABU 66
2300
12000 PAU 66
2536 WI5
(1) 5/e' Atj;t N HkoH STRENGTH EPDXY, (MN. 1' EMEEDJ N CONCH (12A6d TO WOOD USP, SAME AS SIMPSON
LTTI9 •aa
1340
LTG 19
1205
(1) 3/4' ATR N HIGH STRENSTH EPDXY, (MIN. 1' EMBED.) N CCNC, (S)I0d TO WOOD U5P: SAME AS SIMPSON
Q
_
LT7205 «.
1500
LT5 205
- - - -
1105
(1) 1/2' AT.R. N HIGH STRENGTH EPDXY, (MIN. 7' EMBED.)IN CONIC, (10)l0d TO WOOp
USP: 3/4' ATR MIN V EMBED SET N HIGH STRENGTH EPDXY, (10) 10d, (1.0) Iad x 1 1,12', 2-1/2' -
V
Z
H774
4455
HTT48
4465
-
(I) 5/8" ATA_ N HIGH 6TRFWf TW EPDXY (MIN. 1' EMBED.) N CONC- (18) SD90 X I I/2' (USP: (20) I6d X 2-1/1')
USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x I -Ino, (20) I6d x 2 1/2' -
Q
HTTS
- -
5o
HTT45 -
5430
-
(1) b15' AT.R IN HIGH STRENGTH EPDXT (MIN. 1' EMBED.) N GONG, (26) I6d X 2 V2' (USP: (20) I66 X 2-1/2').
U5P HAS MORE NAIL OPTIONS, (28)10d, (26) 10d x 1-I/A', 001 16d x 2 1/2'. - -
114-ID011-608 25+
11010
UPHD 11
12090
(1) 1' ATR IN NIGH STRENGTH EPDXY, (MPL 10' EMBED) N CONC, (24) SDS Y4' x * WOOD SCREWS (USF: (24) Wo3 LOOD Ocwm)
HD113
6645
TDX 10
5110
fi) TB' AJS. IN HIGH STRENGTH EPDX7, fMIN. 7' EMBED> N GONG. l3) 3/4° 81UD BOLt9 t0 WOOD (USP: (417/B' BOLTS)
(/)
MBNA 356/1175
3415
5330 NR'135X12U
-
3165 1130
SIMPSON, O) 3/4' AT.R IN HIGH STRENGTH EPDXY, (MIN. 6.15" ET DEDMENT) N GM.U. TOP, (I) 3/4'
ATR N FQGH STRENGTH EPDXY, (MIN. 6.15' EM5EDMENT) IN CJ1.U. FACE, (ISACd TO SEAM - -
USt°. (1) IR' J -BOLT W/ MINIMUM 6. EMBED. 4 NOT LE55 TI -AN 4' F1�M EDGE OF GONG W/ 3/4' DIA ITW)
RAMSET/REDHEAD DYNA 15OLT SLEEVE ABHOR OR Ea V MIN 5' EMBED DEPTH INSTALLED N THE FACE- -
L, j
0
HUSG412 (WOOD)
3636
2660 (FLR)
NUG4121F
9266 (ROOF) -
2530 (FLR)
3060
- 9216 (ROGf)
(10) I6d TO HEADER, (10) I6d TO WOOD USP; SAME A5 SIMPSON
- - -
Z
Q
14UC-410 (CMU)
1610
5085 HD410 IF
MOD N15
(16)114* x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (U5P: (18) V4';K 3'W53 5CR1EW5, (10) 1" TO WOOD.
=
HUC210-2 (CMU)
1810
5065 H0210 -21F
1905 $115
(IS) 1/4'x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (101 bad TO WOOD: (USP: (18) V4' x X W53 SCREWS, (10) 10d TO WOOD
14UC210-3(CM)
. (C
1810
4000 WD 10-31F
1905 3175
(181 V4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (U511; (18) V4' x 3' W83 SCR9=WS, (10) 10d TD WOOD
LGUM26-2-SDS
1430
5595 NO USP CONVERSION FOR SIMPEON LGU-126-7-SDS
(4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4)1/4* X 2 V2' SDS SCREWS TO WOOD
HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. GCNTACT THE Af;zc1-N7ECT/ENGINEER OF FEGOFD FOR WRITTEN APPROVAL PRIOR TO SU5STITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE -
ANCHORNG SYSTEMS.
+ WHERE ANCHOR EMBEDMENT 18 GREATER THAW l' DEEP, THE VERTICAL CELL N GM.U. WALL MUST BE FILLED SOLID w/ GROUT.
- 10d COMMON NAILS CAN BE SUBSTITUTED WITH I0d x 11R' NAIL5 IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCFHTECT 18 REQUIRED FOR THIS APPLICATION
PRIOR TO IN5TALLATIONL -
V)MINIMUM
E115EDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBFOU
EDMENT INTO THE FODATION WILL BE 1'
Ld
F—
O
ATR - A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC, VARIES)
Z
BECAUSE OF THE WIDE VARIETY OF MATERIAL5, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RE5PON515LE FOR MAKING SURE THAT THE PROPER COR O$[ON PROTECTION
15 USED.
W-IEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN U51NG IMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -A153
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND M -15T HAVE: WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. -
ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRJCtION CONNECTORS C-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HW09, AND ANCHORING 4 FASTENNCa SYSTEMS FOR CONCRETE 4 MA5GNRY CATALOCs
G -SAS -2012. -
2x12
(02 8YP)
1/16,055
to Pi
NAIL (3) 12d a 6'-6' Or.
TYP. 2x12 BM.ZHDR.
ENTRY
MINIMUM WALT. AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (k)
UP TO
51-0' TO
se -01
UN.O.
41-11 U2'1-
7 11 I/1 1
AND UP
N RIMR OF 1 -FADER STUDS
SUPPORTMG END OF HEADER
I
2
3
NU11MR OF FULL LEWxTH STUDS
I
2
u u u u u n u = = CJ5
II II II II II II II
AT EACH END OF HEADER
1
CJ3
3
FRAMING NOTES'
1. HURRICANE STRAPS TO BE MANUFACTURED BYSIMPSON STRONG -TIE
OR EQUAL, U.N.O.
2. TYPICAL HURRICANE STRAPS AREAS FOLLOWS, U.N.O:
• TRUSS TO MASONRY/CONCRETE SHALL BE META -16
• FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
• TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12
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 ROORFLOOR TRUSSES.
5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE
STD. U.N.O. ON FRAMING PLAN.
6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST
NOT BREAK 1'-4' MIN. FROM 2ND. FLR. LINE
I mm 1 V 4XF7 Moto o I Wf (L) m I 0 -rd
TRUSS TO 4X6 POST Ut (2) M-12
POST TO BLOCK W/ HTt-4 AOICrt = __ _ _ _
(soL.ID BLocKln� MUST W�
PROVIDED BETWEEN SUB FLOOR
_ _
�
_
� �
_ _ _ _ _ _ _ _ _
�" � � � �
POST TO BLOCK W! WTT-4
(soLID eLocKIN� MUST BE
II II
PROVIDED BEnLEEN SUB FLOOR
AND TOP OF BLOCK)
Cjq
II II II
u
II II
u n
II II
u u u u u n u = = CJ5
II II II II II II II
AND TOP OF BLOCK)
1
CJ3
CJ3
D5
II II II II
II II
II I I
II II II II II II II II
D5
Ci
r ii
I — +� r r
r iiknr 1-Im3r-
r ter-
r r r r r r r in cq
I (2) 2X12 BEAM TO 4X4
l
a m—Nm3 \Q
�- -
2X4 KNEEWALL ATTACHED TO I
POST W! WW -410 N04G
( LINE OF IST FLOOR ROOF BELOW
z—� _� _
TRUSS w/ MTS -12 s EA. STUD I
- - -
- — — — - — — — — - — — — —
-
ii
- 2X4 KNEEWALL. SECURED TO
CAA
u u ��
(2) 2x12 BEAMS
�- CJ1A CMU W/ 1/2' ANCHOR BOLT UJ/ _ - _1
— — — — — —
_
_
2' WASHERS SET IN SIMPSON
D5
_�
I HIGHT STiREWaTH EPDXY �
(2) 2X12 BEAM TO
V
3
D5 32' O.C. (i' EMBED.)
KNG STUD 4 DBL.
(2) 2X12 SEAM TO
JACK STUD W/ (2)
KING STUD 4 DBL.
MSTA-24
JACK STUD W/ (2)
MSTA-24
SECOND FLOOR
ROOF FRAMING PLAN
SCALE: 1/4 = V-0'
ELEVATION 'C'
A R C H I T E C TS
Desi n
rou I n�.
G
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:40777744078
www.abdesigngroup.com
AA #: 0003325
r
�
�IIIIIIIIII
.000vvvovo,
SXMDIV. & L01%.
KENSINGTON
RESERVE
(LOT 34)
MODEL,
SANTA ROSA
(VERSION#01)
PROJECT#:
02997.000 034R1
PAGE:
SECOND
FLOOR
ROOF
FRAMING
PLAN
ARCH(T'ECT•
STATE OF FLORDA
JAIe�3; AMiNR—L
AR NO 12079
DA 5 /7 /18
SC#fX: 1/4
SHEET
7 Qir 9
F Ws -ENGINEERS
SECURE PER FRAM04
ATTACH (2) 2X12 BEAT"
POST (BEYOND) W/
2x STUDS PER GENERAL NOTES SHEET
(GN), SECTION TIMBER, NOTE 21.
PRE-ENGINEERED FLOOR TRUSS
SECURE PER FRAMING NOTES
CONT. STRUCTURAL SHEATHING
TO BTM. OF FLR TRUSS/BEAM
MUST NOT BREAK I'-4' MIN.
FROM 2ND. FLR LINE
RECESSED LINTEL
Vp.� 1 VMI N&Wt I IVI\ 1 �r�1
ENTRY FRAMING SECTION
SCALE: 3/4' = I'-0'
2) i(pd
12' - 0' CLCD. WE IGWT
:URED TO CMU
OLT W/ 2' WASHERS
4 IGHT STRENGTH
MAX. (1' EMBED)
9'-4' SRC. WGT. tv ENTRY
,40'-0' FIN. FLR.
ARCHITECTS
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�
�00000000�
BUHDIV. & LAT:
KENSINGTON
RESERVE
(LOT 34)
MODEL:
SANTA ROSA
(VERSION#01)
PROJECT#:
02997.000 034R1
PANE:
ENTRY
FRAMING
SECTION
ARCHTECT.
STATE OF FLOR
JAMES C
AR%.1112079
DA / /5/7/18
SC 1/4
SHEET
or 9
LOAD CALCULATIONS ONE FAMILY DWELLING
WITH HEAT PUMP (NEC CODE#D2)
HOUSE PLAN: SANTA ROSA MODEL
WATERP OCP OIJiL>:t
LOAD INFORMATION
VA
2580 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT.
7,880
(2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA
30M
(1) LAUNDRY CIRCUIT AT
3000
(1) RANGE AT NAME PLATE RATING OR COOHTOP/OVEN
12000
(1) WATER HEATER
9000
(1) DLSHRASHER
4000
(1) CIATEW DRYER
10000
(1) DISPOSAL (1/3 HP)
246
gam•
WALL SCONCE
FfvE�IARE
SUBTOTAL OF GENERAL LOAD
4$93
FIRST 10 HVA OF GENERAL LOAD AT 100%
10000
REMAINDER OF GENERAL LOAD ! 40X= 38,928 VA z (.4)
13.870
TOTAL NET GENERAL LOAD
25.870
5 -TON HEAT PUMP#1 30 AMP X (240 VA) =
7200
�
tlENf PAN
5 -KW ELECTRIC HEAT 5000 VA z (85X)
3250
NET GENERAL LOAD
25,570
NET TOTAL HEAT
10.00
TOTAL LOAD
96„020
CALCULATED LOAD FOR SERVICE
36,020 VA / 240 V- 150.09
200 AMP SERVICE
TRANSFORMER BAWs 50WA
VOLTAGE: 162OA3200-240/480V
SERVICE: SINGLE PHASE
I Y s UNDEMRO1ND
AVAILABLE INITIAL SYMMETRICAL PAULT CIRCUIT
AT SECONDAW SIDEf (00/240 VOLTS)
MAXIMUM PAULT CURRENT: IWW amps
F'OIIER COMPANY
TRANSPOP MER
�........ ---...........
_
TO EXTERIOR
DED. 20 AMP -
CUTLET FOR
M WAVE
(3) N 1 THHN/THWN COPPER CONDUCTORS,
(1) s 6 THHNirI-" COPPER GROUND IN 2" W10UIT.
SERVICE 15T OTHERS I
GRADE LINE
200 AMP ELECTRICAL RISER
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/
APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL
CODES, AND THE LOCAL POTTIER CO.
tl
INTERSYSTEM BONDINCs tERIINAL
At LOW VOLTAGE CONNECTIONS
�- PROVIDE o4 twwrrwm COPPER GONNscTED
TO CONCRETE ENCASED FOOTER STEEL AND
COLD WATER PIPE:.
NOTE: F PVC IS USED THERE IS NO
BONP4� 10 TO COLD WATER 101PE.
ELECTRICAL LEGEND
SYMBOL DEFINITION NOTES
lov OIItLEt t W 6110110 FAIT
N1s &FM (WAR FRA W,W
trrtr
® IiVV FLOOR 6GallR'P®W 6110110 F/NILt
II®V 80AtC1 w r:au W611a10 K4LT
7 ate, rtra�tele � �ratr
�
I bdATID W 61i71t0 R1U.t
1�t�1e1 ctar�11�e1sT�r
'I' rrr�1
aT
22®V OUt1..ET 1 oarectaay
EMRIOR
v
WATERP OCP OIJiL>:t
MAn. DA"W M1WON
nr€ WCNN W
NC
OUTC14
200 AMP
OUTC14
NEMA 3R
$4
WTC 4
44Ar oPE7UMN
120/140
Dd"G"IkR BItMiCI1
1�era1la►c
UkL Maim
LW
VOLT 41
gam•
WALL SCONCE
FfvE�IARE
BAtt
DISCONNECT
Cr: LWx
MOMW LIGHT
CIRCUITS
M
WIRE PANEL
AND METER
VAPOR PF40CP
CAN
MLO
�
tlENf PAN
GAN
P200
PHONE / DATA
T111I=YI510N JACK
CABLE / 7V
JACK
WEATHER
QGo
WHET
WEATHER
L
PROOF BOX
PROOF BOX
CEILM PAN i
SERVICE 15T OTHERS I
GRADE LINE
200 AMP ELECTRICAL RISER
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/
APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL
CODES, AND THE LOCAL POTTIER CO.
tl
INTERSYSTEM BONDINCs tERIINAL
At LOW VOLTAGE CONNECTIONS
�- PROVIDE o4 twwrrwm COPPER GONNscTED
TO CONCRETE ENCASED FOOTER STEEL AND
COLD WATER PIPE:.
NOTE: F PVC IS USED THERE IS NO
BONP4� 10 TO COLD WATER 101PE.
ELECTRICAL LEGEND
SYMBOL DEFINITION NOTES
lov OIItLEt t W 6110110 FAIT
N1s &FM (WAR FRA W,W
trrtr
® IiVV FLOOR 6GallR'P®W 6110110 F/NILt
II®V 80AtC1 w r:au W611a10 K4LT
7 ate, rtra�tele � �ratr
�
I bdATID W 61i71t0 R1U.t
1�t�1e1 ctar�11�e1sT�r
'I' rrr�1
aT
22®V OUt1..ET 1 oarectaay
EMRIOR
-----------------
Wp GFI
n_-
D.
WATERP OCP OIJiL>:t
MAn. DA"W M1WON
nr€ WCNN W
NC
OUTC14
®
OUTC14
�1ar ar AT1o11
$4
WTC 4
44Ar oPE7UMN
Q
Dd"G"IkR BItMiCI1
1�era1la►c
UkL Maim
LW
WDER CARNET
gam•
WALL SCONCE
FfvE�IARE
BAtt
Cr: LWx
MOMW LIGHT
PANEL
ISD CAN
WIRE PANEL
`aJm'FECEesm
VAPOR PF40CP
CAN
METER
�
tlENf PAN
-----------------
Wp GFI
n_-
D.
am
DETECTOR
MAn. DA"W M1WON
nr€ WCNN W
NC
vtxt PAN v
LIGHT
®
24' LIGHT' Stip°
I w
uuuuu
48' LIGHT STRIP
D�CtOR
Q
I31oREsc�Nr
1�era1la►c
�- -f
WDER CARNET
gam•
AFSOA
MONOXIDE
BAtt
®
PANEL
AIR CCND.
WIRE PANEL
din
METER
r
n_-
D.
am
DETECTOR
MAn. DA"W M1WON
nr€ WCNN W
MET'
VERIFY LOC
®
CARBON MONOXIDE
I w
D�CtOR
WATER HEATER
gam•
AFSOA
MONOXIDE
BAtt
- CMD.
CGtOR COMFJD
AIR CCND.
I°ETDANT LKIFIT
TELE'°A"
T111I=YI510N JACK
JACK
QGo
WHET
L
®
CEILM PAN i
sem® ACOM � W
DOOR CFIM
LW
N= Ptal M A4 e1104 FM
mroc"
GEI m om ma111Ev To ee
_IBOX
�» K AC0oPW n W
lm m#pW b l= pQt
NOP6C"
r
®
DIGITAL IQ1'PAD
WATER HEATER
DISCArN =
AIR CCND.
T111I=YI510N JACK
L
D
DOOR CFIM
�IIIIIIIIII
r
�IIIIIIIIII
.0000vv000,
BXMDIV. & LOT:
KENSINGTON
RESERVE
(LOT 34)
MODEI.,,-
SANTA ROSA
(VERSION#01)
PROJECT#:
02997.000 034R1
PAGE:
FIRST
FLOOR
ELECTRICAL
PLAN
NOTE: DATE.,/ 5/-7/18
-PHONE OUTLETS 4 TELEVISION JACKS TO BE s1/4 „-1,-0"
DETERMINED SY BUILDER / HOMEOI NER
-ALL RECEPTACLES (N HABITABLE ROOM$ SL15
ARE TO BE ARC FAULT AND TAMPER
RESISTANT TYPE
9
_---------
I
I
I
i
I
L — — LINE OF IST FLOOR ROOF 5ELOUJ
_
I
�
I
I
I
I
NOTES
� Ou1i_I:T
W 81!0110 >;art T
HtJ�I°ti�i ffAhl°kli I�iAiT
�
LNC OF IST FLOOR ROOF 5ELOUJ
---
— - - - —
— — —
SECOND
FLOOR
ELECTRICAL
ALAN
SCALE: 1/4 = V-0'
ELEVATION 'C'
ELECTRICAL LEGEND
SYMBOL
DEFNITION
NOTES
� Ou1i_I:T
W 81!0110 >;art T
HtJ�I°ti�i ffAhl°kli I�iAiT
�
IiVV FLOOR
ECiulPP®W 61va1D r�u1.T
®
lit>9al�tme tTAHPl1e IGBWTAii
WTLET
Mw
leo amrl w
W G00 FT
16er*m�w0
TTPFJ
nvvGR
Efirm W810W7 mLT
1i1E7 inst pEntAw
cutrrd)
�
ii®b OUTLET
4 M C MBMM
DCi PUCIR
WAVRIORW 01111!_T
OUTC 4
GUJITC44
341AY C#F1f IM
OUTC14
44AY QM9UTW
DII"tl'�R BUNtCE4
4
WALL MOwTED
LW
�00000000�
WALL. SCONCE
Fft- NRE
CELINas
HOMED LIGFIT
Ftxzuw cm
VAPOR
iCAN
AW PAN
VINT PAN W
LW
14' LW STW
Uuuuuutjig
4V LW STRIP
0
RbR cwr
awaaw
WMR CABINEt
LIGim
P�
PANq.
®
STRIZUED
WINE PALL
MEI
�g0.
SMOKE
DE1EcroR
C+11'r dlCKil� W HNp1P!
CAFM MONOXIDE
MONOXIDE
CMD.
PM-CTOR CaW
FETCANT LIGM
TEU
JACK
Q
Gas am.ET
CEILMG PAN t
>® W
LW
soot rae
®
J -BOX
C E LM Soot 1EQ1M TO EE
S rMMW K ACOMM ~ W
flMK41MABa=Mt
GFEAXOR
PRE -WIRE
RZOD LW
SY5TEM KEYPAD
®
DIWtAL KEYPAD
WATER HEATER
DISCONNECT
AIR, COO.
DISCaCMECT
IMWSM JACK
e'IEwie4cY
LK�F4fNG
C 74
DOOR C14M
NOTE:
-PHONE OUTLETS 4 TELEVISION JACKS TO 5E
DETERMINED BY BUILDER / HOMEOWNER
-ALL RECEPTACLES IN HABITABLE ROOMS
ARE TO 5E ARG FAULT AND TAMPER
RESISTANT TYPE
Des2Grouo1
.
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�
�00000000�
SUHDIV. & LAT:
KENSINGTON
RESERVE
(LOT 34)
MODEL
SANTA ROSA
(VERSION#01)
PROJECT#:
02997.000 034R1
PAGE:
SECOND
FLOOR
ELECTRICAL
PLAN
ARCHITECT:
STATE OF FLORIDA
— fly
J cmnvB1.
AR w m"
DA 5-/7/18
844- : 1/419=11—o"
SHEET
9. lop
SHINGLES OR TILE (PER BLDR) REFER TO DETAIL 1/D2 FOR GABLE K NOTE: NOTE:
OVER *30 FELT PAPER COR APPROVED EQUAL) X -BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED
INSTALLED PER SECTION R905 OF THE FBCR, RE -ENGINEERED TO PLUMB JAMB. TO PLUMB JAMS. ,
bTH EDITION (2011) GABLE ROOF TRUSS DO NOt EXCEED DO NOT EXCEED
8' CMU BLOCK 8' CMU BLOCK
OYER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES' DRYWALL Is DRYWALL WINDOW/ DOOR JAMB
METHOD PER 'NAILING SCHEDULE') AT FIRST (2) BAYS P.T. 1x4 or 5'x4' MIN. P.T. 1x4 or 5'x4' MIN.
(4'- 0O.C. 6 SHEATHING SEAMS) (SEE WINDOWADOOR JAMS BLOCKING Ix4 or 1x2 P.T. NAILER (SEE wNP0=OOR JAM43 BLOCKING 1x4 or 1x2 P.T. NAILER BLOCKING FASTENER
METAL DRIP EDGEFASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4
2x6 SUB -BAN DOOR c,aslNG SCHEDULE
TIFFSACK AT ALL UPRIGHTS SECURE and 2x TO STRUCTURAL
VENTED ALUMINUM SOFFIT - - OVER 4'-10" HIGH DOOR JAMS !WINDOW MEMBER w/ 11)12d NAILS S' FROM. OOR JAMB !WINDOW
g" TEXTURED CEMENTITIOUS COATING MIN. (ATTACHED TD BLOCKING (ATTACHED TO BLOCKING
(AS PER TRUSS ENCzINEERING) P.T. Ix4 or 'x4' MIN: cam
(PER ASTM 0926) OVER PAPERBACK PER MFR'S SPECIFICATIONS EACH END and 0 18 O.C. MAX
EXPANDED METAL LATH, OVER APPROVED SECURE P.T. 2x8 TO BLOCK W! Y' x 9' PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK W/
ANCHOR BOLI w/ 2' WAST -IFR, SET IN f l) �' TAPCoN (MIN. EMBEDMENT 141)
2 -LAYER WATER RESISTANT BARRIER, OVER PER PLAN � _ 3 » 5 » S' FROM EACH END and g 18' OC. MAX
WALL SHEATHING (TYPE AND ATTACHMENT SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+ or + } WINDOW TO BLOCK (+3 } or
(6' MIN. EMBEDMENT 0 32' D.C. MAX) » 11 or DRIVE PIN, 8 FROM EACH END and
METHOD PER "NAILING SCHEDULE' DOOR JAMB TO BLOCK (A4 or + % } DOOR JAMB TO BLOCK(+3 'SECURE GABLE TO 2x8 P.T. PLATE 18' O.C. MAX
w/ 12d NAILS 6 8' O.C. MAX 4A SCALE; �'=�'-m' 4E SCALE: 4'=''-m' MIN. SHANK SIZE J45
MIN. HEAD SIZE 300
7B ONT.1x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT l'
PLASTIC OR METAL WEEP SCREE TRUSS wl (2)12d NAILS
1NS1"ALLED g MID -POINT OF TRUSS SPAN NOTE: NOTE:
' TEXTURED CEMENTITIOUS or 10'-0' O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: CED
COATING MIN. (PER ASTM a TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1) 3i
C926) OVER CM ATT OR BLOWN -IN INSULATION DO NOT EXCEED �' DO NOT EXCEED Fb TAPCON
(R-YALUE PER ENERGY CALCS) (MIN. EMBEDMENT 1 4') 8' FROM EACH
"GYPSUM BOARD OR " HIGH STRENGTH 8' CMU BLOCK END and 6 18' O.C. MAX
CEILING BOARD is DRYWALL 8 CMU BLOCK or
DRYWALL
!SEE WMDOW/DOOR JAMB SLOCKI1JCs
ONC. FILLED U -BLOCK w/ (I) #5 P.T. 2x (1) DRIVE PIN, 8' FROM EACH END and
BLOCK WALL SECTION — GABLE ROOF (SEE WWDOUVOOR JAMB MOCKING Ix4 or 1x1 F.T. NAILER P.T. Ix4 or 4'x4' MIN. 1x4 or Ix2 P.T. NAILER 6 18' O.C. MAX
SINGLE STORY SCALE: 3/4'=4'-®'
1 CONTINUOUS RESAR FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING OSB f 4" WIDE MIN) MIN. SHANK SIZE .145
'
FASTENER SCI4MULE FOR ATTAGNMENT MIN. HEAD SIZE 300
DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING
MIN. EMBEDMENT 1
SHINGLES OR TILE (PER BLDR)
(ATTACHED TO BLOCKING MEMBER w/ (2) 11d NAILS 8' FROM DOOR JAMB / WINDOW "
PER MFR'S SPECIFICATIONS EACH END and 0 IS' O.C. MAX2 (ATTACHED TO BLOCKING
OVER 430 FELT PAPER COR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: CEin
INSTALLED PER SECTION 8905 OF THE FBCR, Nom: SECURE TO BLOCK w/ (1)' TAPCONS
'' //»
bTH EDITION (2011) WINDOW TO BLOCK (+1 Y2 } STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 14') 8' FROM EACH
OVER ROOF SHEATHING (TYPE AND ATTACHMENT DOOR JAMB TO BLOCK (+1 Y2 } THROUGH NON-STRUCTURAL MEMBER (Ix or 16' OSB) END and im 18' O.C. MAX
or
METHOD PER 'NAILING SCHEDULE' 4B SCALE: 1'=4'-0 W/ ' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK (2) DRIVE PINS, 8' FROM EACH END and
RE -ENGINEERED 8001= .TRUSS 6 18' O.C. MAX
(PER PLAN _
EMBEDDED SCRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 Y16») MIN. SHANK SIZE J45
0
(R -VALUE PER ENERGY CAL .S) NOTE: DOOR JAMB TO BLOCK (+3 0
716 } MIN. EMBEDMENT MIN. HEAD SIZE 3
SHIM AS NEEDED 4F SCALE: P-0-0'
TO PLUMB JAMB.
METAL DRIP EDG
' GYPSUM BOARD OR " HIGH DO NOT EXCEED 4'
1x6 SUB -BAND-- a 2 P.T. 2x8:
STRENGTH CEILING BOARD 8' CMU BLOCK SECURE To BLOCK w/ (2)' TAPCONS
VENTED ONC. FILLED U -BLOCK w/ i4 r
ALUMINUM SOFFIT (U 05 CONTINUOUS REBAR P.T. 2x DRYWALL NOTE: (MIN. EMBEDMENT 1 ") 8 FROM EACH
ER PLAN e:-0 (SEE 1UNDOWtDOOR JAMB BLOCKING 1x4 or Ix2 P.T. NAILER SHIM AS NEEDED END and a 18' O.G. MAX
RECAST LINTEL �' TO PLUMB JAMB. or
' FASTENER SCHEDULE FOR ATTACHMENT � .OSS (4 WIDE MIN.) 11I DRIVE PINS, 8' FROM EACH END and
WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DOOR CASING Do NOT EXCEED 4' ,
ATTACHMENT PER MFR PER PLAN) DOOR JAMB / WINDOW 18 O.C. MAX
SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE J45
PER MFR'S SPECIFICATIONS
DRYWALL MIN. HEAD SIZE 300
NOTE:
P.T. Ix4 or 5'x4" MIN. 1x4 or Ix2 P.T. NAILER MIN. EMBEDMENT, 14'
STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (SEE WINDOWOOR JAMB 43LOCKING P.T. ix (4' WIDE Mli�l.)
ALL INSULATION FASTENER SCF-EDULE FOR ATTACHMENT
PRECAST OR POURED IN (R -VALUE PER ENERGY CALCS) THROUGH NON-STRUCTURAL MEMBER (Ix or OSB) DOOR CASING
, � SECURE 2nd 1x TO STRUCTURAL P.T. (1) 1x4: Em
PLACE 511E (PER BLDR �, w/ a TAPCON MIN. EMBEDMENT INTO BLOCK MEMBER w/ (1)12d NAILS 8' FROM DOOR JAMB !WINDOW SECURE TO BLOCK w/ (1) 4' TAPCON
GYPSUM WALL BOARD EACH END and @ 18' O.G. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 14') 8' FROM EACH
TEXTURED ' COATING MIN. (PEERITIOUS ASTM I) "5 REBAR VERTICALLY IN WINDOW TO BLOCK +1 1%6» PER MFR'S SPECIFICATIONS) END and 6 18' O.C. MAX
CONC. POURED CELL ( ) or
0926) OVER CM 15 NOTE' (1) DRIVE PIN, 8' FROM EACH END and
(LOCATION PER PLAN) -DOOR JAMB TO BLOCK (+1 16 } STRUCTURAL 1x MUST BE ON OUTSIDE � SECURED ,
8" CMU � " s � 18 O.C. MAX
P.T. FURRING STRIPS 6 16 O.C. 4C SCALE: P=4'_0, THROUGH NON-STRUCTURAL MEMBER Ox or �' OSB) MIN SHANK SIZE .145
Lw 4' TAPCON MIN. i 4° EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300
D BASE MIN. EMBEDMENT 1 4'
sIrl as NEEDED WINDOW TO BLOCK (+3 j6„}
v - a
. a.
TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3 16 P.T. (2) 2x6:
CONCRETE SLAB DO NOT EXCEED 4G SC,4LE: 1'_4,-m, SECURE TO BLOCK w/ (2) 4' TAPCONS
e a
SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 14') 8' FROM EACH
4 . . �XTERIOR
ND REINFORCEMENT) 8' CMU BLOCK END and 18' O.G. MAX
WALL FOOTING DRYWALL UPLIFT UP TO I,IrtS Ib or
BLOCK WALL SECTION — HIP ROOF (SEE FOUNDATION PLAN FOR SIZE CSE alNDouuDooR JA4"4B 43 F.T. 2xs Ix4 or 1x1 P.T. NAILER (2) DRIVE PNS, S' FROM EACH END and
AND REINFORCEMENT) ° SIMPSON HTS20 w/ (10) 10d NAILS TO TRUSS 18' O.C. MAX
FASTENER SCHEDULE FOR ATTACHMENT P.T. ix (4 WIDE MIN) 4. 4
SINGLE STORY SCALE! 3i4'•4�_m' (4) X2 TAPCONS INTO BOND SEAM -ENGINEERED MIN. SHANK SIZE .145
DOOR JAMS / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS
MIN. HEAD SIZE 300
(ATTACHED t0 BLOCKING ONTINUOUS BOND MIN. EMBEDMENT 1 4i
BATT INSULATION ADHERED TO CEILING °GYPSUM BOARPER MFR'S SPECIFICATIONS
D OR �' HIGH UPLIFT UP TO 2,350 Ib BEAM
BOARD (R -VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD (2) SIMPSON HT620 EACH SIDE OF TRUSS w/
NOTE: (10) I0d NAILS TO TRUSS 4 (4) 4'X2 4' TAPCONS F.T. (1)1x8:
STRUCTURAL 2x MUST BE ON OUTSIDE � SECURED INTO BOND BEAM
THROUGH NON-STRUCTURAL MEMBER Ox or 1' OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS)SECURE t0 BLOCK w! (1) 4 TAPCONS
- w/ �3i (MIN. EMBETAPCON MIN. 14' EMBEDMENT INTO BLOCK DMENT 149 8FROM
EACH
END and g 18' O.G. MAX
OPENING 22'x 30' MINTAPCONS MIN. or
OD CASING AT SIDE WINDOW TO BLOCK (+2 Y4} 2' COVER (2) DRIVE PINS, 8' FROM EACW END and
ATTIC ACCESS , 2' APART � 18' O.C. Max
3 SCALE: N.T.S.AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK- (+2 Y4} - MIN. SHANK SIZE .145
WOOD J
CASING 4 GYP. 4D TRUSS ANCHOR RETRO—FIT MIN. HEAD SIZE 45
SCALE: r=4' -m' S 00
MIN. EMBEDMENT 11'
BOARD (TYP) SCALE: N.T.S.
4
ARCHITECTS
Desmign
.Group ���.
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�
I'II'lll
�emmoo0000r,
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 34)
MODEL:
SANTA ROSA
(VERSION#01)
PROJECT#:
02997.000/034R1
PAGE:
SECTIONS/
DETAILS
ARCHITECT=
STATE OF FLORIDA
JFELL,
AF04.012079
DA E: 5/"7/18
s ALE: 1/4”=1'—o„
SHEET
NAILING SCHEDULE
HEAD
LENGTH
DIAMETER
TENSILE STRENGTH
...... . ........
8d
ROUND, MODIFIED OR T
2 38'
.131
ROOF DIAPHRAGM - ASPHALT SHINGLE2x
RING
AND REINFORCEMENT)
AND REINFORCEMENT)
LBW (STUD SIZE, SPACING
PRE-ENGINEERED
PRE-ENGINEERED
)(6' O.S.B. or �' CDX PLYWOOD - Sd RING SHANK GUN NAILS +9 4' O.C. SUPPORTED PANEL
w/3SIMPSON AX 4 (USP 6PT4)
�,
.
°
LOCATION PER PLAN)
ROOF TRUSS
ROOF TRUSS
EDGES AND Sd RING SHANK GUN NAILS a b' O.C. 6 INTERMEDIATE SUPPORTS. SEE DETAIL.
SINGLE STORY L.B.W. w/ NO UPLIFT
SINGLE STORY L.B.W. w/ UPLIFT
. _ . . _ . .
o
ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS 4' O.C. EDGEWISE.
- - •
�4' t SUBFLOOA� (ATTACHMENT
'NAILING
2
ECURE 2x TO CMU wit (3)V x 9'
4B
2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END,
N
tl ;
f__3
METHOD PER 'NAILING SCHEDULE')
ANCHOR BOLT w/ 2' WASHER SET
OUBLE TDP PLATE TO STUD
OU$LE TDP PLATE TO STUD
ROOF DIAPHRAGM - GEMENTITIOUS TILE or METAL
OR USP HIGH
(N STRENGTSIMPSOH,
STRENGTH EPDXY lb' MIN.
w/ SIMPSON SP4 (USP SPT4)
w/ SIMPSON SP4 (USP SPT4)
BEYOND THICKN565 OF
THIS DETAIL APPLIES AT ALL EXTERIOR
•
(NOT LOAD BEARING)
. -
6 32' D.G. MAX
32' O.G. MAX
RING SHANK GUN
4
-
EMBEDMENT)
W CDX EXTERIOR PLYWOOD or N/2' APA RATED O.S.B. (AS PER MANUFACTURER'S
a
- NAILS b' O.C. IN FIELD
- - oUBLE TOP PLATE
TYPICAL EXTERIOR SHEATHING ATTACHMENT
2x STUDS s lb' D.C. MAX
2x STUDS g 16' O.G. MAX
INSTALLATION SPECIFICATIONS) - 8d RING SHANK GUN NAILS e 4' O.C. 6 SUPPORTED PANEL
Lu
NOTE: (1) ANCHOR BOLT
UNLESS NOTED OTHERWISE
UNLE55 NOTED OTHERWISE
EDGES AND 8d RING SHANK GUN NAILS 61 V O.C. Q INTERMEDIATE SUPPORTS. SEE DETAIL.
�LOCATED
o-
2x STUDS 6 Ib' O.C. MAX
b' FROM TOP AND
2x CONTINUOUS STRESS
2x CONTINUOUS STRESS
ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS 4' O.C. EDGEWISE. TOP CHORD BLOCKING 4'
Q
.
UNLESS NOTED OTHERWISE
BOTTOM 4 (1) NEAR MID -CENTER
$LOCKING MID -WALL
BLOCKING a MID -WALL
2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END O.C. MAX IN FIRST (2) FRAMING
>
-
PRE-ENGINEERED
�' GYPSUM WALL BOARD
SPACES 6 EACH END---
EXTERIOR WALL SHEATHING
2x CONTINUOUS STRESS
ROOF TRUSS
ROOF TRUSS
-4'-O'
Lu
PRE-ENGINEERED TRUSS
RE -ENGINEERED GABLE TRUSS
BLOCKING a MID -WALL
MINIMUM OVE=RLAP FOR TOP PLATE SPLICE
XW O.S.B. or X' PLYWOOD or ' ZIP BOARD SYSTEM - 8d RING SHANK GUN NAILS 6 4' O.C. 0 or RAFTS
SECURE TOP PLATE5 w/ 16d COMMON NAILS 4' O.C.
2x4 BLOCKING BETWEEN
ECURE BOTTOM PLATE TO SLAB w/
'GYPSUM WALL BOARD
GYPSUM WALL BOARD
PANEL EDGES AND Sd RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND 8d RING ROOF SHEATHIN
HIGHEST RIDGE.
TRUSSES AT FIRST (2) BAYS
1) 05 REBAR VERTICALLY IN
- - z -
SECURE BOTTOM PLATE TO SLA$ w/
SHANK GUN NAILS a b' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL.
2-LOW6, STAGGERED
(4'-0' D.C. is SHEATHING SEAMS)
2x STUDS s IV O.C. MAX
CONC. POURED CELL
TYP EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING
Y' k 9' ANCHOR WASHER
GREATER (REFER t0 TRUSS ENGINEERING FOR
z �
K Cl
,a c
EPDXY (OR EQUIVALENT) b'
(O.S.$. TO BE STRUCTURAL GRADE)ft-.rn*
BOLT w! 2'
NOTE: RING SHANK GUN NAILS SMALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM
ADDITIONAL HORIZONTAL TRUSS REINFORGEMENT.)12d
NAILS ,@ EACH TRUSS (DIAGONAL
BOTTOM PLATE TO
(LOCATION PER PLAN)
SET IN SIMPSON HIGH STRENGTH
ANY MANUFACTURER
0'-0' - 30'-0" USE ll) X -$RAGE
X -$RACING TO COVER 5-TRUSSE6
SLAB wl (1) 10d CUT NAIL g
32' O.C. MAX
TUD t0 BOTTOM PLATE w/
EPDXY (OR EQUIVALENT) 6'
nEMBEDMENT
304 - 60'-0' USE (3) X -BRACE
SIMPSON SP4 (USP SPT4) 32'
ECURE BOTTOM PLATE TO
MIN. 6 32' O.C. MAX
NAIL REQUIREMENTS �
(1) X -BRACE is CENTER t(2) BRACES
a 11.
, . as
ONCRETE SLAB
SLAB w/ (U 10d GUT NAIL
STUD TO BOTTOM PLATE w/
DIVIDED EQUALLY FROM CENTER t0 END
da a.
<. ONCRETE SLAB
(SEE FOUNDATION PLAN FOR SIZE
32' O.C. MAX
SIMPSON SP4 (USP 5PT4) -9 32'
SIZE
HEAD
LENGTH
DIAMETER
TENSILE STRENGTH
SHANK
8d
ROUND, MODIFIED OR T
2 38'
.131
110,000
RING
AND REINFORCEMENT)
AND REINFORCEMENT)
1 V{ { T1
2x WOOD or METAL STUDS
(16-20 RINGS
w/3SIMPSON AX 4 (USP 6PT4)
�,
.
°
- - - -
PER INCH)
a a AND REINFORCEMENT) r M 4° {�,�--r M a Q. O.C. MAX
BUILDING >_EN�r�I : o_ a� : 4 • ONCRETE SLAB
_ 4
_K --CONCRETE SLAB
RIOR SEARING -WALL FOOt(NG • :• (SEE FOUNDATION PLAN FOR SIZE • :• (SEE FOUNDATION PLAN FOR SIZE
ROOF SHEATHING LAYOUT AND ENDWALL (SEE FOUNDATION PLAN FOR SIZE 7 AND REINFORCEMENT) AND REINFORCEMENT)
BRACING FOR GABLE END FRAMING d AND REINFORCEMENT)
•° . • • � a NTERIDR BEARING -WALL FOOTING NTERIOR BEARING WALL FOOTING
Z
v
ed PING SHANK GUN NAILS e 4' O.C.
?
VM 1\11 )`..* VI IrBV\vA:1f1\ 1\I"II�V -- IF -
D.C. IN FIELD
XTERIOR WALL FOOTING
(SEE FOUNDATION PLAN FOR SIZE
(SEE FOUNDATION PLAN FOR SIZE
(SEE FOUNDATION PLAN FOR SIZE
. -
TOP # BOTTOM EDGES
J z
- or
AND REINFORCEMENT)
AND REINFORCEMENT)
AND REINFORCEMENT)
1 V{ { T1
2x WOOD or METAL STUDS
ed x 3 SCREW SHANK BALLISTIC
w/3SIMPSON AX 4 (USP 6PT4)
�,
.
°
- - - -
o a
INTERIOR LBW TO CMU INTERSECTION
SINGLE STORY L.B.W. w/ NO UPLIFT
SINGLE STORY L.B.W. w/ UPLIFT
. _ . . _ . .
o
NAILS 12' O.C. IN FIELD
- - •
�4' t SUBFLOOA� (ATTACHMENT
'NAILING
2
4A
4B
Zx CONTINUOUS STRESS
N
METH D PER SCHEDULE)
f__3
METHOD PER 'NAILING SCHEDULE')
ua
WALE: 3/4'=1'-0'
SCALE. 314'=1'-0'
SCALE: 314'=,'-0'
cSd
"
BEYOND THICKN565 OF
THIS DETAIL APPLIES AT ALL EXTERIOR
RE -ENGINEERED FLOOR TRUSS
(NOT LOAD BEARING)
. -
cit nrle iXir .0 Mln _n i A i i
RING SHANK GUN
AND INTERIOR SMEAR WALLS.
- NAILS b' O.C. IN FIELD
- - oUBLE TOP PLATE
TYPICAL EXTERIOR SHEATHING ATTACHMENT
TYP. 3/4' T* SUB -FLOOR DECKING GLUED
FOR WALL SHEATHING
TO ALL EXPOSED MEMBERS
TOP PLATE SPLICE DETAIL
2x STUDS 6 Ib' O.C. MAX
(05.8. TO BE STRUCTURAL GRADE)
3SCALE- 314'=1'-0'
.
UNLESS NOTED OTHERWISE
PRE-ENGINEERED
PRE-ENGINEERED
�' GYPSUM WALL BOARD
2x CONTINUOUS STRESS
ROOF TRUSS
ROOF TRUSS
-4'-O'
Lu
NOTE:
RE -ENGINEERED GABLE TRUSS
BLOCKING a MID -WALL
MINIMUM OVE=RLAP FOR TOP PLATE SPLICE
•
SECURE TOP PLATE5 w/ 16d COMMON NAILS 4' O.C.
2x4 BLOCKING BETWEEN
ECURE BOTTOM PLATE TO SLAB w/
HIGHEST RIDGE.
TRUSSES AT FIRST (2) BAYS
' x S' ANCHOR BOLT w/ 2' WASHER
- - z -
f
2-LOW6, STAGGERED
(4'-0' D.C. is SHEATHING SEAMS)
2x STUDS s IV O.C. MAX
SET IN SIMPSON HIGH STRENGTH
TYP EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING
GREATER (REFER t0 TRUSS ENGINEERING FOR
z �
K Cl
,a c
EPDXY (OR EQUIVALENT) b'
(O.S.$. TO BE STRUCTURAL GRADE)ft-.rn*
r'I nt
OUBLE TOP PLATE t0 STUD
ADDITIONAL HORIZONTAL TRUSS REINFORGEMENT.)12d
NAILS ,@ EACH TRUSS (DIAGONAL
Z
v
-
A
?
VM 1\11 )`..* VI IrBV\vA:1f1\ 1\I"II�V -- IF -
D.C. IN FIELD
- - _
_ _ _
F./{-VVI\II \1..► - { Ilj./-W/'-\{...�
2x STUDS 6 16 O.C. MAX
. -
z
J z
- or
UNLESS NOTED OTHERWISE
1 V{ { T1
2x WOOD or METAL STUDS
ed x 3 SCREW SHANK BALLISTIC
w/3SIMPSON AX 4 (USP 6PT4)
�,
_
°
o a
. ELECTRO GALVANIZED STRIP
c
SECURED w/ SIMPSON OR USP MSTA36
o
NAILS 12' O.C. IN FIELD
OF ENDS OF WOOD STRUCTURAL PANEL
�4' t SUBFLOOA� (ATTACHMENT
'NAILING
/4' TOG SUBFLOOR (ATTACHMENT
24' O.C. MAX
Zx CONTINUOUS STRESS
N
METH D PER SCHEDULE)
f__3
METHOD PER 'NAILING SCHEDULE')
ua
AA PlMr. ALI AMle r i W M A I A m M
UNTHREADED SHANK TO EXTEND
"
BEYOND THICKN565 OF
THIS DETAIL APPLIES AT ALL EXTERIOR
RE -ENGINEERED FLOOR TRUSS
(NOT LOAD BEARING)
. -
cit nrle iXir .0 Mln _n i A i i
- -
•Z
-
A
--J
�
VM 1\11 )`..* VI IrBV\vA:1f1\ 1\I"II�V -- IF -
D.C. IN FIELD
- - _
_ _ _
F./{-VVI\II \1..► - { Ilj./-W/'-\{...�
2x STUDS 6 16 O.C. MAX
. -
z
J z
- or
UNLESS NOTED OTHERWISE
a
ed x 3 SCREW SHANK BALLISTIC
NOTE:
ST FLOOR SCUDS TO 2ND FLOOR STUDS
o a
. ELECTRO GALVANIZED STRIP
DO NOT SPLICE TOP PLATES WITHIN V-0'
SECURED w/ SIMPSON OR USP MSTA36
o
NAILS 12' O.C. IN FIELD
OF ENDS OF WOOD STRUCTURAL PANEL
�4' t SUBFLOOA� (ATTACHMENT
'NAILING
/4' TOG SUBFLOOR (ATTACHMENT
SHEAR WALLS.
METH D PER SCHEDULE)
f__3
METHOD PER 'NAILING SCHEDULE')
.
0 %n
UNTHREADED SHANK TO EXTEND
"
BEYOND THICKN565 OF
THIS DETAIL APPLIES AT ALL EXTERIOR
RE -ENGINEERED FLOOR TRUSS
RE -ENGINEERED FLOOR TRUSS
. -
SUB -FLOOR SHEATHINGWALLS
AND INTERIOR SMEAR WALLS.
- - oUBLE TOP PLATE
TYPICAL EXTERIOR SHEATHING ATTACHMENT
TYP. 3/4' T* SUB -FLOOR DECKING GLUED
FOR WALL SHEATHING
TO ALL EXPOSED MEMBERS
TOP PLATE SPLICE DETAIL
2x STUDS 6 Ib' O.C. MAX
(05.8. TO BE STRUCTURAL GRADE)
3SCALE- 314'=1'-0'
OUBLE TOP PLATE
UNLESS NOTED OTHERWISE
GYPSUM WALL BOARD
�' GYPSUM WALL BOARD
2x CONTINUOUS STRESS
2x CONTINUOUS STRESS
NOTE:
RE -ENGINEERED GABLE TRUSS
BLOCKING a MID -WALL
BLOCKING 0 MID -WALL
•
DIAGONAL BRACE CENTER OF TRUSS SPAN or
2x4 BLOCKING BETWEEN
ECURE BOTTOM PLATE TO SLAB w/
HIGHEST RIDGE.
TRUSSES AT FIRST (2) BAYS
' x S' ANCHOR BOLT w/ 2' WASHER
f
DIAGONAL BRACE TO BE G ANY SPAN 15'-0' OR
(4'-0' D.C. is SHEATHING SEAMS)
2x STUDS s IV O.C. MAX
SET IN SIMPSON HIGH STRENGTH
GREATER (REFER t0 TRUSS ENGINEERING FOR
2) 2x4 SYP 12 DIAGONAL BRACE w/ (3)
UNLESS NOTED OTHERWISE
SECURE
EPDXY (OR EQUIVALENT) b'
ADDITIONAL HORIZONTAL TRUSS REINFORGEMENT.)12d
NAILS ,@ EACH TRUSS (DIAGONAL
BOTTOM PLATE TO
EMBEDMENT MIN. 6 32' D.C. MAX
0'-0' - 30'-0" USE ll) X -$RAGE
X -$RACING TO COVER 5-TRUSSE6
SLAB wl (1) 10d CUT NAIL g
32' O.C. MAX
TUD t0 BOTTOM PLATE w/
304 - 60'-0' USE (3) X -BRACE
SIMPSON SP4 (USP SPT4) 32'
+
(1) X -BRACE is CENTER t(2) BRACES
a 11.
, . as
DIVIDED EQUALLY FROM CENTER t0 END
da a.
<. ONCRETE SLAB
4 d ONCRETE SLAB
:.
(SEE FOUNDATION PLAN FOR SIZE
o.� . �a
(SEE FOUNDATION PLAN FOR SIZE
AND REINFORCEMENT)
AND REINFORCEMENT)
STIFFBACK AT ALL UPRIGHTS
OVER 4'-10' NIGH '
NTERIOR BEARING WALL FOOTING
NTERIOR BEARING WALL FOOTING
(AS PER TRUSS ENGINEERING)
(SEE FOUNDATION PLAN FOR SIZE
(SEE FOUNDATION PLAN FOR SIZE
PLASTIC OR METAL
AND REINFORCEMENT)
AND REINFORCEMENT)
WEEP SCREE
TWO STORY L.B.W. w/ NO UPLIFT
TWO STORY L.B.W. w/ UPLIFT
SHOWN wl CMU (FRAME CONDITION
5A
5B
SAME X -BRACING REQUIREMENTS) A
—CONT. 2x4 RAT -RUN ATTACHED t0 EACH
SCALE. 3/4'4-0'
SCALE: 3/4'4-0'
GABLE X-BRACINGJ.HTRUSS
w/ (2)12d NAILS
1
s
INSTALLED a MID -POINT OF TRUSS SPAN
sCALE: 314'=r-®'
or 10'-0' O.C. MAX
A R C H I T E C T S
Z Design
FAx:407-774-0078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT•
KENSINGTON
RESERVE
(LOT 34)
MODEL:
SANTA ROSA
(VERSION#01)
PROJECT#:
02997.000/034R1
PAGE:
SECTIONS/
DETAILS
[ARCHITECT.
STATE OF FLORIDA
0
JAIL C ELL
A NO/ 2079
DA : 5/7/18
S EET
D2_
ARCHITECT S
I Z Design
FAX:407-774-4078
www.abd esigngroup.com
AA #: 0003325 -
2x RIDGE ONE SIZE LARGER THAN
TRUSS
RAFTER SIZE w/ MIN. (3)12d NAILS
/ifORE-ENGINEERIED
or MIN. (4)10d GUN NAIL
Ix6 COLLAR TIE V EVERY OTHER
RAFTER w/ MIN. (3)12d NAILS orFfl
8' GYPSUM BOARD OR
IMPSON VTCB or USP YTT
,
i°i'i°i
MIN. (4)10d GUN NAIL
' o
HIGH STRENGTH CEILING
SPACING (1) 11 EACH END
2x RAFTER
BOARD
AND 6'-0' O.C. MAX
1x8 NAILER SECURED TO TM55E5
\000000000
INGLE 2x TOP PLATE
BELOW wl (2)12d NAILS or (3)10d
GUN NAILS is EACH TRU
'GYPSUM WALL BOARD
a
°
2x WOODS STUDS 24' O.G.
RAFTER TO TRJ55 w/ SIMPSON
(SIZE PER PLAN)
a
0
MT512 or USP MTW12
ALTERNATE CONNECTION
_
(CREATE VOID FOR STRAP
SECURE RAFTER TO BLOCKING BETWEEN TRUSSES
PENETRATION
w/ 51MPSON or USP M5TA24
a
SECURE BLOCKING TO TRUSS BOTTOM CHIORD w/
CONVENTIONALLY FRAMED ROOF
(3)12d NAILS 6 EACH END.
4 ,_ , '
scAL>=: 314 -1-m
E -ENGINEERED R001= TRUSSES
ECURE BOTTOM PLATE To
001= DECKING OVER PRE-ENGINEERED ROOF TRUSSES
SLAB w/ 10d MASONRY
TYPICAL VALLEY TRUSS
CONNECTION
NAILS 32' O.C. MAX
1
SCALE: 3/4'=1'-m'
- 2x4 SECURED TO GABLE END w/
(2) l2d a EACH UPRIGHT
ONCRETE SLAB
2x4 SECURED TO GABLE END w/
(SEE FOUNDATION PLAN FOR
(2)12d SPACED 6' - 8' O.C. MAX
SIZE AND REINFORCEMENT)
--VX-
----WATER RESISTANT 5ACKER50ARD
a
a a
(DENSHIELD)
2x4 RAT=TER 61 24' O.C.
/2' DENSHIELD (SEAT DECK MUST
P.T. 2x STUD
BE SLOPED 1/2' MIN. TO PAN)
SIMPSON L30 or USP A3
INTERIOR
NON—BEARING WALL
or 8' CMU BLOCK WALL
APELASTIC AQUA DEFENSE WATER PROOF
6 BLOCKING (EACH END
7A woco gmg
SCALE: 3/49211-0'
MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST
OVERLAP SHOWER PAN LIP.
(WATER PROOF MEMBRANE MUST GO UP OR OUT AT
LEAST 4 INCHES)
-ENGINEERED TRUSS
AULK BEAD BETWEEN DENSHIELD
2x4 BLOCKING 6 EACH RAFTER
P.T. 2x4 STUDS
AND FIBERGLASS PAN APPLIED
g 16' O.C. MAX
PRIOR TO MEMBRANE
2x4 FRAMING (TYPICAL)
VARIES PER PLAN
INSTALLATION
SIMPSON H2,5A or USP RTIA
' GYPSUM BOARD OR
R PAN
g EACH RAFTER TAIL CONNECT(
' HIGH STRENGTH CEILING
Li
(FIBERGLASS OR CERAMIC)
SIMPSON L30 or USP A3
BOARD
TOP OF EACH RAFTER CONNECTI
%, TOP CHANNEL (25 GAUGE)
TOP CHANNEL TO TRUSS w/
SHOWER SEAT
DRYWALL SCREWS (EACH TRUSS
2
FRAMED OVERHANG
or 24' O.C. MAX)
8CALE: 340-0'
SCALE: 3/4'=1'-0'
2' GYPSUM WALL BOARD
3 W METAL STUDS (25 GAUGE) a
24' OC w/ FULL LENGTH LAYER OF
RECAST LINTEL
1/2' TYPE GYPSUM WALLBOARD,
A
SECURE 2x TO CMU w/ (2) %,' x 3' TAPCONS
ATTACHED To EACH SIDE s 12' O.C.
WITHIN 8' OF EACH END AND SIS' O.C. MAX
3 �/' BOTTOM CHANNEL (25
or
CURE 2x4 FLAT t0
GAUGE) BOTTOM CHANNEL TO
DRIVE PIN
BLOCK w/ CUT NAILS
SLAB w/ 10d x 1' MIN. MASONRY
(MIN. SHANK SIZE .145
•
NAIL w/ WASHER 16 32' O.C. MAX.
t MIN. EMBEDMENT OF I Y49
WITHIN 8' OF EACH END AND 08' O.C. MAX
o
®
CRETE SLAB
(SEE FOUNDATION PLAN FOR
WALL SHEATHING
o
°
SIZE AND REINFORCEMENT)
(TYPE AND ATTACHMENT METHOD
PER "NAILING SCHEDULE')
�
CURE 2x6 MIN. TO BLOCK wl
.t. 2xS STUD BLOC
(2)V x 9' ANCHOR 5OLT5 w/ 2'
NOTE:
°
B WASHER SET IN SIMPSON or USP
STUD GAUGE
15 HEIGHT SPECIFIC. CONSULT
HIGH STRENGTH EPDXY
w/ MANUFACTURER ON STUD HEIGHT LIMITS.
z
ROUGH OPENING (UP TO 6-0')
(MIN. 6' EMBEDMENT)
INTERIOR
NON—BEARING WALL
7B
0
o
METAL ST08
SCALE: 3/4'=1'-0'
CURE 2x6 MIN. TO BLOCK w!
(3)Y' x 9ANCHOR BOLTS w/ 2''
TEXTURED CEMENTITIOUS
U REBAR VERTICALLY IN CONIC. POURED
CAST OR POURED IN
WASHER SET IN SIMPSON or USP
COATING MIN. (PER ASTM
CELL (SfZE AND LOCATION PER PLAN)
PLACE SILL. (PER BLDR)
HIGH STRENGTH EPDXY (MIN. 6'
C926) OVER C
EMBEDMENT
CMU BLOCK
Jf
:- `; : •
:.`�
ATHER STRIP MOLDING AROUND DOOR
we
(PER MANUFACTURERS SPECIFICATIONS)
2x6 F.T. WOOD STUD SECURED TO FILLED
CELL wl (3)} ' x 9' ANCHOR BOLTS w/ 2'
GALVANIZED STEEL TRACK BRACKETS
WASHER SET IN SIMPSON or USP HIGH
(BY OTHERS - INSTALLED TO 2x6 P.T. BUCKSSTR:ADGH
EPDXY (MIN. 6' EMBEDMENT)
PER MANUFACTURER'S SPECIFICATIONS
1' MIN. SLIDE
YEARAGE DOOR (BY OTHERS)
ARCH WINDOW FRAME
3
SECTION
GARAGE DOOR BUCK ATTACHMENT
SECTION
RXm
ALVANIZEID STEEL VERTICAL TRACK
SCALE: 314'=r-0'
A
6 &G41..E: 314'- ,_0,
-1
SCALE: TILTS. B
(BY OTHERS - INSTALLED PER
-
MANUFACTURER'S SPECIFICATIONS)
ARCHITECT S
I Z Design
FAX:407-774-4078
www.abd esigngroup.com
AA #: 0003325 -
SUBDIV. & LOT:
.KENSINGTON
RESERVE
(LOT 34)
MODEL:
SANTA ROSA
(VERSION#01)
PROJECT#:
02997.000/034R1
PAGE:
SECTIONS/
DETAILS_
ARCHITECT -
STATE OF FLORIDA
J S CANTWELL
NO 12079
D : 57/18
s E: 1/4"=1'-0"
SHEET
D 3
\000000000
SUBDIV. & LOT:
.KENSINGTON
RESERVE
(LOT 34)
MODEL:
SANTA ROSA
(VERSION#01)
PROJECT#:
02997.000/034R1
PAGE:
SECTIONS/
DETAILS_
ARCHITECT -
STATE OF FLORIDA
J S CANTWELL
NO 12079
D : 57/18
s E: 1/4"=1'-0"
SHEET
D 3
A R C H IT EC TS
Desi n
G ro u �!.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX:407-774-0078
www.abdesigngroup.com
AA #: 0003325
SHINGLES OR TILE (PER BLDR)
SHINGLES OR TILE (PER BLDR)
BATT OR BLOWN -IN INSULATION
REFER TO DETAIL 1/D2 FOR GABLE
(R VALUE PER ENERGY CALCS
-
OVER X30 FELT PAPER (OR APPROVED
OVER $30 FELT PAPER (OR APPROVED
X -BRACING REQUIREMENTS
PRE-ENGINEERED ROOF TRUSS
EQUAL) INSTALLED PER SECTION R905 OF
EQUAL) INSTALLED PER SECTION 8905 OF
-ENGINEERED
THE FBCR, 6TH EDITION (2011)
THE FBCR, 6TH EDITION (2010
GABLE ROOF TRUSS
TWIST STRAP (PER PLAN
DOUBLE TDP PLAT
OVER ROOF SHEATHING (TYPE AND
OVER ROOF SHEATHING (TYPE AND
2x4 BLOCKING BETWEEN TRUSSES
ATTACHMENT METHOD PER 'NAILING
ATTACHMENT
ATTACHMENT METHOD PER 'NAILING
FIRST (2) BAYS
METAL DRIP EDG
SCHEDULE')
SCHEDULE"
-
(4'-0'
(4-0O.C. a SHEATHING SEAMS)
2x6 SUB -BAN
' GYPSUM BOARD OR J' HIGH
METAL DRIP E
vz ,
-
�omm�o�Dar,
STRENGTH CEILING BOARD
2x6 SUB -BAN
=
IL
VENTED
ALUMINUM SOFFIT
IMPSON SP2 (USP SPT24) a EVERY
VENTED ALUMINUM SOFFIT
TIEBACK AT ALL UPRIGHTS
OVER 41-10, HIGH
_
'
EXTERIOR BEARING STUD.
(AS PER TRUSS ENGINEERING)
-
-
2 x 2 WOOD SCREWS
PER KLAN
FOR CONDITIONS WHERE TRUSS AND
PER PLAN
t. 2x4 RAT -RUN ATTAcHEp t0
=
ALL SPACER
STUD LINE-UP, USE A SIMPSON HIDA
(USP RT1bA)
DOUBLE TOP PLA
EACH TRUSS w/ (2)12d NAILS
-
2x4 STUDS tv 16' O.C.
WINDOW HEADER
ALL INSULATION
INSTALLED MID -POINT OF TRUSS
(SIZE PER PLAN
(R -VALUE PER ENERGY GALLS)
$' TEXTURED CEMENTITIOUS COATING MIN.
SPAN or 10'-0' O.C. MAX
__
2x8 BLOCKING
$' TEXTURED CEMENTITIOUS COATING MIN.
—WINDOW (PER PLAN), ATTACHMENT
(PER ASTM 0926) OVER PAPERBACK
ATT OR BLOWN -IN INSULATION
SECURED w/ (3)12d
(PER ASTM C926) OVER PAPERBACK
PER MFR SPECIFICATIONS
EXPANDED METAL LATH, OVER APPROVED
b�(y
lR-VALUE PER ENERGY CALLS)
�,
-
NAILS EACH EN
EXPANDED METAL LATH, OVER APPROVED
2 -LAYER WATER RESISTANT BARRIER, OVER
y y y yw
-
2 -LAYER WATER RESISTANT BARRIER, OVER
WALL SHEATHING (TYPE AND ATTACHMENT
CURE 2x4 TO DBL TOP PLATE w/ %' x 6'
m
WALL SHEATHING (TYPE AND ATTACHMENT
INDOW SILL
METHOD PER 'NAILING SCHEDULE'
THRU-BOLTS 32' O.C. MAX, then SECURE GABLE
METHOD PER 'NAILING SCHEDULE'
WALL INSULATION
TO 2x4 w/ 12d NAILS s B' O.C. MAX
i �� , -
CONTINUOUS 2x4 w! (4)16d NAILS a TOP
XTERIOR BEARING STUDS
[SIZE AND SPACING PER NOTE 021,
(R -VALUE PER ENERGY CALCS
or
SECURE CABLE TO DBL TOP PLATE w/ SIMPSON
=
=
RYWALL
OF FLOOR TRUSS (TOP 2x4 SUPPORTS
UNDER CATEGORY TIMBER ON
WINDOW HEADER
HGA10 6 24' O.C. MAX
BOTTOM PLATE of 2nd FLOOR WALL
GENERAL NOTES SHEET CSN)]
(SIZE PER PLAN)
for EQUIVALENT INSTALLED PER MFR'S SPECS)
WALL MOUNT RAIL BLOCKING
or
T4G SUBFLOOR (ATTACHMENT
SECURE GABLE TO DBL TOP PLATE w/ SIMPSON
SHEATHING MUST NOT BREAK WITHIN
METHOD PER 'NAILING SCHEDULE')
MSTA24 a 32' O.C. MAX
1'-4' MIN. FROM 2nd FLOOR LIN
FRAME WALL SECTION — GABLE ROOF
CCONTINUOUS
(or EQUIVALENT INSTALLED PER MFR'S SPECS)
RAILING DETAIL
2x6 w/ (6)16d NAILS
3
SCALE: 3/4'=1'-m'
4B SCALE.N.T.S.BOTTOM
OF FLOOR TRUSS (BOTTOM 2x6
-ENGINEERED FLOOR TRUSS
15 A NAILER FOR WALL SHEATHING
7B
' GYPSUM BOARD OR J' HIGH
NOTE:
BATT OR BLOWN -IN INSULATION
INGLES OR TILE (PER BLDR)
STRENGTH CEILING BOARD
HANDRAILS WITH A CIRCULAR CROSS
(R -VALUE PER ENERGY GALLS
OVER 030 FELT PAPER (OR APPROVED
.PLASTIC OR METAL WEEP SCREE .:
BEDDED STRAP
HANDRAIL
SECTION -SMALL HAVE AN OUTSIDE
PRE-ENGINEERED ROOF TRUSS
EQUAL) INSTALLED PER SECTION 8905 OF
CONC. FILLED U -BLOCK w/
(PER PLAN)
DIAMETER OF AT LEAST 1 INCHES (32 MM)
DOUBLE TOP PL . ATIE
THE FBCR, 6TH EDITION (2011)
(1) l5 CONTINUOUS REBA . "AND
RECAST LINTEL
NOT GREATER THAN 2 INCHES (51 MM)
WINDOW (PER PLAN),
(SIZE AND REINFORCEMENT
_
IF THE HANDRAIL IS NOT CIRCULAR,
IT
METAL DRIP ED
OVER ROOF SHEATHING (TYPE AND
ATTACHMENT PER MFR
PER PLAN)
SHALL HAVE A PERIMETER DIMENSION
OF
ATTACHMENT METHOD PER NAILING
SPECIFICATIONS
1 y4.
AT LEAST 4 INCHES (102 MM) AND NOT
2x(o SUB -SAN
SCHEDULE')
MAX
GREATER THAN 6 ' INCHES (160 MM) WITH
VENTED
A MAXIMUM CROSS SECTION OF DIMENSION
ALUMINUM SOFFIT
r►iN.
OF 2 a INCHES l5� MMJ. EDGES SHALL HAVE
�' TEXTURED GEMENT(TIOUS COATING MIN.
�' GYPSUM BOARD OR " HIGH
ALL INSULATION
A MINIMUM RADIUS OF 0.01 INCH (025 MM).
(PER ASTM C92(o) OVER PAPERBACK
STRENGTH CEILING BOARD
PRECAST OR POURED IN
l R -VALUE PER ENEMY CALLS)
r
EXPANDED METAL LATH, OVER APPROVED
(MPSON SP2 ( USP SPT24) EACH 2X8 STUD
PLACE SILL (PER BLD
'
2 -LAYER WATER RESISTANT BARRIER, OVER
UPLIFT CONNECTOR
GYPSUM WALL BOARD
m
WALL SHEATHING (TYPE AND ATTACHMENT
,0000
J' TEXTURED CEMENTItIoUS
11 SREBAR VERTICALLY IN
-
METHOD PER 'NAILING SCHEDULE'
COATING MIN. (PER ASTM
CONC. POURED CELL
FULL WALL
C926) OVER
(LOCATION PER PLAN)
THE CLEAR SPACE
2xB SYP 02 WOOD STUDS 9 12' O.C. MAX
' P.T. FURRING: STRIPS I6' O.C.
BETWEEN THE
i�' DIAMETER ANCHOR BOLT g
-
8'
•w/
HANDRAIL AND THE
12' O.G. MAX w/ 7' EMBEDMENT
BASE
WALL SHALL BE IV
- -
2' DIAMETER WASHER�'
GYPSUM WALL BOARD
:.
42' KNEEWALL
}Y'
2x8 SYP 02 WOOD STUDS g 12' O.C. MAX
SPI (USP SPT22)
a
�IMPSON
EACH 2x8 STUD
d.
7B
1) COURSE TIE -BEAM POURED SOLID w/
= d -
�
---caNGRETE
SLAB
r
CONCRETE w/ (1) S REBAR HORIZONTALLY
°
, . ,
Q
(SEE FOUNDATION PLAN FOR SIZE
CONTINUOUS HANDRAIL
°
CAST LINTEL
D REINFORCEMENT)
ZTERIOR
34' MIN. TO 38' MAX A.F.F.
WINDOW (PER PLAN),
(SIZE AND REINFORCEMENT
d
WALL FOOTING
o
ATTACHMENT PER MFR
PER PLAN)
(SEE FOUNDATION PLAN FOR SIZE
Z z
SPECIFICATION
FRAME ON BLOCK WALL SECTION -
HIP ROOF
AND REINFORCEMENT)
-
STOW
SCALE: : 3/4'=1'-m'
4A STAIR HANDRAILLU
TWO stoRr : 3/4'=r -m'
PRECAST OR POURED IN
LU U
PLACE BILL (PER BLDR
LU
Z
w
TEXTURED CEMENTITIOUS;
COATING MIN. (PER ASTM
ALL INSULATION
6d NAILS 8 O.C. MAX
-r. TEXTURED CEMENTITIOUS COATING MIN. (PER
2x4 BLOCKING f EACH BRACE. TOENAIL
ASTM C926) OVER PAPERBACK EXPANDED METAL
ONTINUOUS 2x4 w/ (4)16d NAILS 6 TOP
o
n
0926) OVER CM
(R -VALUE PER ENERGY CALGS)
INTO TRUSS w/ (4)16d NAILS a EACH EN
LATH, OVER APPROVED 2 -LAYER WATER RESISTANT
OF FLOOR TRUSS (TOP 2x4 SUPPORTS
o
o i6#
, GYPSUM WALL BOARD
3/4' T4G SURFLOOR (ATTACHMENT
BARRIER, OVER WALL SHEATHING (TYPE AND
ATTACHMENT METHOD PER 'NAILING SCHEDULE°
}
BOTTOM PLATE OF 2nd FLOOR WALL)
-�
"
�' P.T. FURRING STRIPS s 16' O.C.
METHOD PER 'NAf1.ING SCHEDULE'
XTERIOR BEARING STUDS
T4G SUBFLOOR (ATTACHMENT
Q o
.J ':
1) S CONTINUOUS REBAR 9 16' O.C. MAX, IN
Bd RING SHANK NAILS a 4' O.C.
[ SIZE AND SPACING PER NOTE
METHOD PER NAILING SCHEDULE)
o
Q-
z
°
°
CONCRETE POURED CELL
MAX INTO BLOCKING—
#21,-
UNDER CATEGORY TIMBER
n
(VERIFY PER PLAN)
PRE-ENGINEERED FLOOR TRUSS, --RE
ON GENERAL NOTES SHEET GN)]
-ENGINEERED FLOOR TRUSS
fu Z
.; .
D BASE
z1 -m1
MBEDDED STRAP
ONTINUOUS 2x6 w/ (6)16d NAILS �
w
o
(MIN. IN SLAW
REBAR 48" LONG w/ 6' HOOK
2x4 BRACE B 48' O.C. w/ (5)12d NAILS
7B (or EQUIVALENT) 78
W (PER PLAN)
BOTTOM OF FLOOR TRUSS (BOTTOM 2x6
15 A NAILER FOR WALL SHEATHING)
. a
g 24' O.C. (MIN. 24' IN SLAB)
EACH EN
_
$' GYPSUM BOARD OR' HIGH
4
' CONCRETE REINFORCED w/ FIBERMESH AT
STRENGTH CEILING BOA
1 EXTURED CEMENTITIOUS=
M
C
A RATE OF .151bs PER CUBIC YARD ON 6 -MIL
CONC. FILLED U -BLOCK w/
'-
COATING MIN. (PER ASTM ., .
C926) OVER CMU :;
A
a GYPSUM BOARD OR HIGH_.d.
-
o
POLY ETHYLENE VAPOR BARRIER ON WELL
(1) 05 CONTINUOUS REBA
STRENGTH CEILING BOARD
°
COMPACTED CLEAN TERMITE TREATED FILL
NOTE:
z
�'
��
6'
�
3)5 REBAR ON CHAIRS
STRUCTURAL SHEATHING MUST NOT
C. FILLED U -BLOCK w/
>
°
2'-0'
FLOOR TRUSS CONNECTION
BREAK WITHIN 1'-4' MIN. FROM 2nd
PER
(i) 5 CONTINUOUS REBAR
2
PARALLEL TO
BLOCK
FLOOR LINE
OPEN TO ABOVE WALL
L
SECTION
:3/4'=1'-m'
TO BLOCK
2
tUao StORI'
SCALE. 3/4'=1'-0'
A R C H IT EC TS
Desi n
G ro u �!.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX:407-774-0078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 34)
MODEL:
SANTA ROSA
(VERSION#01)
PROJECT#:
02997.000/034R1
PAGE:
SECTIONS/
DETAILS
ARCHITECT -
STATE OF FLORIDA
'Ile
J S CA.UrWELL
AIS N012079
rDAJ,E/-. 5-Y7/
SCALE:
SHEET
F--\
4
�omm�o�Dar,
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 34)
MODEL:
SANTA ROSA
(VERSION#01)
PROJECT#:
02997.000/034R1
PAGE:
SECTIONS/
DETAILS
ARCHITECT -
STATE OF FLORIDA
'Ile
J S CA.UrWELL
AIS N012079
rDAJ,E/-. 5-Y7/
SCALE:
SHEET
F--\
4
I
MSTCM40 1116' 05B. SHEATHING OR
a
o
2X EXTERIOR WALL STUDS
(INSTALLED ON TOP OF
V2' CDX PLYWOODT
t G SUBFLOOR GLUED AND
WALL SHEATHING
x/16' OS.B. SHEATHING OR
NAILED AS PER NAILING SCHEDULE
Y
2x4 EXTERIOR WALL
1/2' CDX PLYWOOD
Q
A
STUDS
•Sz
CONNECT TOP OF STRAP
•�
2x4 BOTTOM PLATE
TO SOLID STUD W/ (16) 16d
• •
--
PLAN VIEW
- 2x4 WALL
SINKER NAILS -
..
• •
' •
-
�IIIIIIIIII
SECOND FIN. FLR
DBL. STUD
PRE-ENGINEERED FLOOR
. .
MSTCM40
�ovvvvvvoo►
TRUSS
v
(INSTALLED ON TOP of
1116" OS.B. SHEATHING OR.
el
.
..
M
a
2x4 BOTTOM PLATE
WALL SHEATHING
112' CDX PLYWOODiu-
MSTCM40
2X6 EXTERIOR WALL
TOP OF
A
STUDS
•
MASONRY WALL
2x4 EXTERIOR WALL STUDS
,
�
�
2X6 BOTTOM PLATE
; •
CONNECT BOTTOM OF
..
PLAN VIEW
- 2A WALL
STRAP TO CMU BLOCK WALL
1116' O.S.B. SHEATHING OR 112' CDX
W1(12) #' TAxoNS
PLYuIooD
r, ---'\EXTERIOR STUD WALL -OUTSIDE CORNER
sc&r:: KTP.
1/16' O.S.B. SHEATHING OR
MSTCM40 In' CDX PLYWOOD
( INSTALLED ON TOP OF
WALL SHEATHING
8 2x4 EXTERIOR WALL
STUDS
2x4 BOTTOM PLATE
PLAN VIEW - 2x4 WALL
1116' OSB. SHEATHING OR
MSTCM40 1/2' CDX PLYWOOD
( INSTALLED ON TOP OF
WALL SHEATHING
2X6 EXTERIOR WALL
NOTE:
MINIt'RA1 ENP AND
EDGE DISTANCE FOR
tItEN SCREWS IS 119
ELEVATION VIEW
A SCS: KTA 4' 1 t G SUBFLOOR GLUE' ••�"'
NAILED AS PER NAILING SCHI
'5i i�141 -StUDB
CONNECT BOTTOM OF
STRAP TO CMU BLOCK WALL
------2X6 BOTTOM PLATE W/ (12)TAPCONS DBL. STUD RECl11RED W/ 2x4 WALL
PLAN VIEW 2A WALL
NOTE: 1116' OSB. SHEATHING OR 1/2' CDX
• MINIMUM END AND ELEVATION VIEW PLYWOOD
EXTERIOR STUD WALL - INSIDE CORNER EDGE DISTANCE FOR B
2 WAS; V.S.TITEN SCREWS IS Of SCAM KTB.
2X EXTERIOR WALL STUDS
SECOND FIN. FLR.
HTT-4 SECURED t0 STUD -
W1 (20) 10d
TUDW1(20)10d X 1 " NAILS
SECOND FIN. R -R.
TOPOF
MASONRY WALL a
PRE-ENGINEERED FL i
TRUSS (GIRDER DRAWN)
i T7OP OF WALL SOLID BLOCKING REQUIRED
UNDERNEATH STUD
1116' OSB. SHEATHING OR
PRE-ENGINEERED FLOOR TRUSS ,
1/2, CDX PLYWOOD (GIRDER DRAIU+I)
NTT -4 SECURED TO STUD W1(20) ELEVATION VIEW
BEARING POST/ BEARING STUDS 10d X I J' NAILS C
WALES KtB.
2X6 BOTTOM
2X6 EXTERIOR WALL
T/lb' O.S.B. SHEATHING OR V2 ,,,�,.
PLYWOOD
U
PLAN VIEW - 2x4 WALL
PRE-ENGINEERED FLOOR TRUSS
CONC. FILLED LINTEL BLOCK W/ (1) S
CONTINUOUS RIEBAR
HTT-4 SECURED TO STUD W/ (20)10d
X I J' NAILS
518' A.T.R. IN HIGH STRENGTH EPDXY
(MIN. 1' EMBED)
PLAN VIEW - 2x6 WALL
-ENGINEERED FLOOR TRUSS
IC. FILLED LINTEL BLOCK W/ (1) 15
ITINUOUS REBAR
.4 SECURED TO STUD W/ (20)10d
I'NAILS
A.T.R. IN NIGH STWNGTH EPDXY
1' EMBED). - -
2X EXTERIOR WALL STUDS
HTT-4 SECURED TO STUD W/
(20)10d X 1 I' NAILS
- PRE-ENGINEERED FLOOR TRUSS
5/8' A.T.R. IN HIGH STRENGTH EPDXY
(MIN. T' EMBED)
CONC. FILLED LINTEL BLOCK W! (1) $5
CONTINUOUS REBAR
ARCHITECT S
Design
Group inc.
FAX -407-774-4078
L . i
www.abdesigrigroup.com
AA #: 0003325
r
�
�IIIIIIIIII
�ovvvvvvoo►
SVBDN. & LAT:
KENSINGTON
RESERVE
(LOT 34)
MODEL:
SANTA ROSA
(VERSION#01)
PROJECT#:
02997.000/034R1
PACE:
SECTIONS/
DETAILS
ARCHITECT
STATE OF FLORIDA
CAMELL
AFS NO 1207
Ilk
DAT* -/5 /7 /18
$C : 1/4"=1"-O"
SHEET _
D 5
ARCHITECT S
FAX 407-774 4078
www.abdesigngroup.com
AA #- 0003325
r
CURE EACH KING STUD t0 TOP PLATE w/
NOTE:
�
SIMPSON SP4 or USP SPT4
STRUCTURAL SHEATHING MUST NOT
(FOR 2x6 WALL USE SIMPSON SP6 or USP SPT6)
BREAK WITHIN 1'-4' MIN. FROM 2nd
FLOOR LINE
EXTERIOR BEARING STUDS
-ENGINEERED TRUSSES w/ TRUSS
PRE-ENGINEERED ROOF TRU
[SIZE AND SPACING PER NOTE 0111
CONNECTOR (VERIFY w/ TRUSS PLAN)
UNDER CATEGORY TIMBER ON
GENERAL NOTES SHEET GN)J
OUBLE TOP PLATE
CONTINUOUS 2x4 w/ (4)16d NAILS a TOP
�'I'lll'I'I
IPPLE SCUDS 16' O.C.0�. MAX
OF FLOOR TRUSS (TOP 2x4 SUPPORTS
INC STUDS
BOTTOM PLATE OF 2nd FLOOR WALL
(SEE 'MINIMUM WALL AND HEADER SCUD
2x DOUBLE TOP PLAT
SIMPSON M7512 or USP MTW12
REQUIREMENTS' CHART ON FRAMING PLAN
ROOF TRUSSES
TO LEDGER a 24' OL.
RE -ENGINEERED FLOOR TRUSS
R
HEADER
FOR DETAILS AND SPECIFICATIONS)
or
or
(SIZE PER PLAN)
CURE JACK STUDS TO HEADER
CONVENTIONALLY -FRAMED
DOUBLE 24 LEDGER
w/ SIMPSON or USP LSTA12
RAFTE
SECURED TO TRUSS w/ N' x 5'
(EACH SIDE OF OPENINGS)
LAG SCREWS 0 24' O.C. MAX
a:
BEDDED STRAP
JACK STUDS
CONTINUOUS 24 w/ (6)16d NAILS
(PER PLAN)
(SEE 'MINIMUM WALL AND FADER STUD
BOTTOM OF FLOOR TRUSS (BOTTOM 2x6CAST
LINTEL
REQUIREMENTS' CHART ON FRAMING PLAN
16 A NAILER FOR WALL SHEATHING)
(SIZE AND REINFORCEMENTC
DOOR /WINDOW
FOR DETAILS AND SPECIFICATIONS)
PER PLAN)
OPENING
EXTERIOR BEARING STUDS
-
[ SIZE AND SPACING PER NOTE 02I,
-Z
EDGER CONNECTION AT
FLOOR
TRUSS
UNDER CATEGORY TIMBER ON
&Fl
NOTES SHEET GN)]
oiau.,az
sCA.E: 3/4%4-0'GENERAL
CURE EACH JACK KING STUD
TO BOTTOM PLATE w/ SIMPSON SP4
ROOF SHEATHING (TYPE AND
ATTACHMENT METHOD PER
or USP SPT4
'NAILING SCHEDULE'
NOTE:
STRUCTURAL SHEATHINGS MUST NOT
2x BLOCKING UNDER WALL
BREAK WITHIN 1'-4' MIN. FROM 2ndSTUDS,
ECURE BOTTOM PLATE TO SLAB w/
SECURED BETWEEN
TRUSS SAYS w/ (3)]2d NAILS s
FLOOR LINE
XTERIOR BEARING STUDS
x 9' ANCHOR BOLT w/ Z' WASHER
Q
EACH
PRE-ENGINEERED ROOF TRU
SIZE AND SPACING PER NOTE x'11,
SET IN SIMPSON HIGH STRENGTH
Zx STUDS SPACING PER PL
UNDER CATEGORY LIMBER ON
AT EPDXY (OR EQUIVALENT) 6'
MT6I2 EVERY STU
GENERAL NOTES SHEET GN)]
EMBEDMENT MIN. a 32' O.C. MAX
2x BOTTOM PLAT
WINDOW DOOR OPENING IN FRAME WALL
DORMER ATTACHMENT
SIZE AND SPACING
OF STUDS PER PLAN
EXTERIOR
6
SIMPSON MT612 or USP MTW12
4
SCALE: 3/4'•r -O'
Tw STORY 6CAL.E: 3/4'•r-®'
TO LEDGER a 24' O C.
-ENGINEERED FLOOR TRUSS
DOUBLE 24 LEDGERCURS
EACH KING STUD TO TOP PLATE w/
IMPSON SPS or USP SPTS
SECURED TO TRUSS w/ W x 5'
SIMPSON SP4 or USP SPT4
a TOP 4 80TTOM
LAG SCREWS 0 32' O.C. MAX
(FOR 2x6 WALL USE SIMPSON SP6 or USP SPT6)
DEV STRAP
(PER PLAN)
-ENGINEERED TRUSSES w/ TRUSS
-
-ENGINEERED TRUSSES w/ TRUSS
C NNECTOR (VERIFY w/ TRUSS PLAN)
CONNECTOR (VERIFY w/ TRUSS PLAN)
me �wr(SIZE
CAST LINTEL
AND REINFORCEMENT
TOP PLATE
HEADER
OUBLE TOP PLATE
- PER PLAN)
—CRIPPLE STUDS s 16' OZ. MAX
(SIZE KR PLAru
INC STUDS
SIMPSON or USP MSTA24
LEDGER CONNECTION AT
FLOOR
TRUSS
(SEE 'MINIMUM WALL AND HEADER STUD
a EACH JACK STUD
2 PARALLEL
SCALE: 3/4'.r -O'
HEADER
(SIZE PER PLAN)
REQUIREMENTS CHART ON FRAMING PLAN
Zx8 SYP 02 WOOD STUDS 12' O.C. MAX.
FOR DETAILS AND SPECIFICATIONS)
WALL SHEATHING t0 BE WITHIN A' OF
—SECURE JACK STUDS TO HEADER
w/ SIMPSON or USP LSTAI2
MAX
WINDOW/DOOR OPENING. WALL SHEATHING
(TYPE AND ATTACHMENT METHOD PER
1n6' O.S.B. SHEATHING OR 1/2' CDXoPENM
IEAGH SIDE OF OPENING)
48'
'NAILING SCHEDULE')
NOTE:
SHEATHIM MUST NOT BREAK AT
PLYWOOD CONTINUOUS TO BLOCK
CONT. 2x4 Wi (4)16D NAILS 6 TOP OF
JACK STUDS
(SEE 'MINIMUM WALL AND HEADER STUD
21 JACK STUDS l2) KING SCUDS EACH
JOINT OF WALL AND INTERSECTIM
ROOF DECKING.
FLOOR TRUSS
DOOR ! WINDOW
REQUIREMENTS' CHART ON FRAMING PLAN
SIDE OF OPENING -
(TOP 2x4 SUPPORTS BOTTOM PLATE
OPENING
FOR DETAILS AND SPECIFICATIONS)
JACK STUD ASSEMBLY TO BE SECURED
ONE PLY AT A TIME. USE 12d NAILS, (2)
OF 2ND FLOOR)1
BEARING STUDS
ZX EXTERIOR STUDS
1/16' 0.8.8. SHEATHING OR 1/2' CDX
PLYWOOD OVER PRE-ENGINEERED
EXTERIOR
[ SIZE AND SPACING PER NOTE 021,
UNDER CATEGORY TIMBER ON
WITHIN 6' FROM EACH END 4 NO MORerE
THAN 12' O.C. STAGGERED
ROOF TRUSSES
GENERAL NOTES SHEET GN)]
NOTE: ROOF
JACK STUD ASSEMBLY TO BE
Q
CONDITIONS MAY
SECURED ONE PLY AT A TIME. USE 12d
VARY
NAILS, (2) WITHIN 6' FROM EACH END t
l
NO MORE THAN 12' O.C. STAGGERED
SECOND FIN. FLR
gQo
:...ii
INDOW SILL w/ CRIPPLE STUDS 16 O.C.
Q o
Q
CURE EACH JACK t KING STUD
TO BOTTOM PLATE w/ SIMPSON SP4
DIAMETER ANCHOR BOLT a 12' O.C.
MAX w/ I` EMBEDMENT wl Z' DIAMETER
TOP OF WALL
or USP SPT4
HEATHING TO LAP t0 TOP OF
WASHER
IMPSON or USP MSTAM24 * EACH JACK
MASONRY WALL. -
SHEATHINGS MUST NOT BREAK 1'-4' MIN.
SECURED w/ (3)Y x I N4 TAPCONS TO
.
FROM 2ND FLOOR LINE
CMU w/ MIN. 2' COVER 4 Z' APART
PRE-EGNEERE
CONT. Zxb w/ (6)16d NAILS e
x8 BOTTOM PLATE
FLOOR TRUSSES
BOTTOM OF FLOOR TRUSS
(BOTTOM 2X6 IS FOR WALL
BEAi�ING CONDITION
SHEATHING NAILER)
(PER PLAN)
TYPICAL PRECAST LINTEL
ROOF TO SECOND FLOOR
WALL
EXTERIOR WINDOW DOOR
OPENING IN FRAME WALL
WINDOW OPENING IN 2 -STORY WALL
r�
3 PARALLEL SCALE: 314'-]'-V5
rwo STORY
SCALE: 3/4'04'
ry
r W STORY
SCALE: 3,4'■�.®'
ARCHITECT S
FAX 407-774 4078
www.abdesigngroup.com
AA #- 0003325
r
�
�'I'lll'I'I
��000000000,
sxmDIV. 8t LOT:
KENSINGTON_
RESERVE
(LOT 34)
MODEL:
SANTA ROSA
(VERSION#01)
PROJECT#:
02997.000/034R1
PAGE:
SECTIONS/
DETAILS
STATETE OF ELOFIDA
JAm a1 BJ -
NO 12079
DA :/5x7/18
Sc :1/4"=1'-0"
SHEET
D6_
16104
16103
16143
16104
1610"4
16103
165103
16.143
16103
1'6104
15104
.16103
16103
.16103
26103
.1€.103
16103
16.14'3
261:03
.1€.103
16104
1'61104
16104
16.103
1:6104
16.103
16104
16103
1:6103
1'6144
16103
16103
1:6103
1610.3
16103
16103
1610.3
16103
15103
16103
16200
16103
16103
16103
26103
16.100
16101/
16100
26103
15103
16143
16.1.03
16100
L0460340
EA
1/4x1/4 FX TMP
WllEOt'W VINYL SH CLEAR NO GR
WD1:'if VINYL SH WHT WIW/GR & SCRN
� WDW VINYL OVAL WANT W/GR
WOW VINYL SH CLEAR NO GR W/SCRN
WDW VINYL W/GR
WDW VINYL 5H CLEAR NO GR W/SCRN
V"Jt7W VINYLSH W/GR & SCREd
WDW VINYL SES CLEAR NO GR W/SCRN
WOW VINYL SEI WIGR & SCRN
L0432421.
EA
r 13
WOW VINYL SFE CLEAR NO GR W/SCRN
20 1/8 _X 38-3/80#
------
- 3105
L0439893
EA
14
_ Ryan Homes : Openings
Vendor: 84 Lumber
Vendor Number: 0061
Windows - Sliding Glass Doers - DOUSLE PANE LOW E
20118" X 50 5/8'
t0317307
- - -----
10432424
EA
1433 EX NO FLANGE
WOW VINYL FX W1tFET '01GR
- ----.A.......�.. SCRN
35" X fi4''
16" 3t 33
" "
L0432423
EA
1433 FX WIFLANGE
WDW VINYL Ex WHT W/GR &. SCRN
Unit
L0369271.
Masonly Omning Frame n.
FL#
Patt#
Unit
size
Descriatlon
MasonVI Openinga
181/2 ARCH TOP
Ooening
201./8" X 76"
tO298922
10429521
Sliding Glass Doors
FX
WOW VINYL SIE WW/GES NO SCRN
721.%2" X 60"
18"X 2410
Vinyl EL#
Windows
1624
----------
WOW VINYL 5H WjGR NO SCRN
18" .K 2811
134477
«- - ---- -
EA
«-- ---
EA
-
16134 FX
----- ------------------- ------ ------------
1.835 EX ARCH TOP
1�"iI3W�f VINYL FX WHT W4P/G'R
WI01131' VINYL EX WW/(3R & SCRN
.14634
14634
,14634
146.E
14634
24634
14634
146.34
14634
1#634
14634
L 432426
EA
12/0 X 810
12/0 X 8/0 OXXO
DOOR SGD POCKET ALUM (WHITE) WW/SCftN
�DOOR SGD ALUM (WHITE) W/SCRN� � _
1431/2" x 951/2" -TO 190 1
_«147' x 951/2"`
2'"
16100
16100
16100
15104
16103
16104
1 ;317
16103
16.163 3
16104
36.103
16104
16103
L0369270
EA
215TW 1/2 EYEBROW
WOW VINYL SH WHT W GR & SCRN
741}2" X 95"
300' X 30"
_„_
30 X. 48
30" X 60"
32 x ? ,.
32" x 72"
� it _'!
36 x 3�i
36" X 28'
36" x 36"
36 X 36
36" X 40"
__.�-__«____«__-_«___._.__.---------------
27 1/2" X 38_3 80
L0434206
EA
L0367192
EA
26 TW Ver/ARCH
WDW VINYL SFS WIGR &_SCRN
741/2" X. 76"
L0429616
«-------------- ------ -
L..0354136
EA
------ -
- EA
16/0 X 8/10
----- -------------------------------------
5/0 X 6/8
-
DOOR SGD ALUM (WHITE) 31W/SCRN
---------------------------- --«-------------------------------- ---- - --'-
DOOR Slip AE:tiRV/# WJSCRN
191."' X 96� 1/2" -� TO 28611
----------- -
621/4" X 511/2"`
�
10297193 �
- EA
26 TWIN
VINYL �
# V L SE -E CLEAR{ GR `�V/SCRN
": i
74 1/2 K TZ
L042W6
EA
2626 EX
WDW VINYL W/GR
WDW VINYL Sof W/GR & SCRN
L0298912
---«-----------------
L0295466
EA
-----------
EA
5/0 X 8/0 �
------------------ ---------------«_'
6/0 x 6/8 ��
DOOR SGD ALUM (WHITE) W/SCRN
«_------- --- - « - ---'---------------------------------- ----------- -
DOOR SGD ALU (WHITE) W/SCRN _
621/4"" X 961/2'" A
------------------------ _
74114'" X 811/211
-WEOW VINYL SH CLEAR NO GR W/SCRN
----------------- ----- - ' - - ----- --'- ----------------------------
L0367491 -
EA
26463
WOW VINYL SFE CLEAR NO GR W/SCRN
_ - - _ _ -
L0366994
EA_
2650 EX
WDW VINYL SH CLEAR NO CR NO SCRN
EA
---------
L0295467
-- --« « --«--- --
EA
---------
6/0 x 8/0
-------- -'- --- ---«---------------------
8/0 x 6/8 -
DOOR SGD ALUM (WHITE) WW/SCRN
--------------'---- -- ------------- ----------------------_----------
DOOR SGD ALUM (WHITE) W/SCRN
741/4" X 961/2"
------------------« «-«-------- -_-
981/4" X 81112"
-------------------------------- -----
10354138
EA
2850
� VINYL T , N
------1-- V L CSCE �1R1/G R SCRN
L1}298926
L0303298
EA_._
U040440
L0296557
EA
�EA
2860
- 3 OX3 10
l 1 FX TE4';ES
WDW VINYL SH WKT W/GR & SCREE
WEOWW'',1ENYL SH CLEAR NO GR
EA
L0310660_________.
-------------'--------------
E.61329528
L0298914 1
EA
EA
EA
810 x 8/0
---.�.-------------------------"---'-----_--
9/{1 X 6/8----- ---- -
9/0 x 8/0
E010(3R SGD ALUM (WHITE) W/SCRN �
-------------«-_---_-----------------------------'-----------------'-------«_----
. DCIflE 5GE) ALUIWE114fHETE) V+l/SCRN
x DOOR SGD ALUM W/SCRE�.�...�...a...�....�.�.. ----...._
98114 X 361/2
---___«-------------------------------------�-_
1081/2"x81 3!2"
..1081/2' X X35112'
_
-
_---_-_-----------------------_-_--____«
L0429520
L1040450
L0317308
L0298924
E�4
EA
EA3030
EA
3024X"E4
3030
Eat
� 3030 FX ARCH TOP
�+IiOWiENYx CLEAR NO SCR(
1�►#�W VINYL SH WHT W/GR & SCRN
WOWVINYL.SH WHTW/GR & SCREW
WDW VINYL FSC CLEAR NO GR
L0352136
Vinyl EL#
Windows
-------------
WDW VINYL FX WHT WW/GR
---------------------------'-----------
'----- ------_-«--------------------
24" X 36"
L0298928
EA
16104
16103
16143
16104
1610"4
16103
165103
16.143
16103
1'6104
15104
.16103
16103
.16103
26103
.1€.103
16103
16.14'3
261:03
.1€.103
16104
1'61104
16104
16.103
1:6104
16.103
16104
16103
1:6103
1'6144
16103
16103
1:6103
1610.3
16103
16103
1610.3
16103
15103
16103
16200
16103
16103
16103
26103
16.100
16101/
16100
26103
15103
16143
16.1.03
16100
L0460340
EA
1/4x1/4 FX TMP
WllEOt'W VINYL SH CLEAR NO GR
WD1:'if VINYL SH WHT WIW/GR & SCRN
� WDW VINYL OVAL WANT W/GR
WOW VINYL SH CLEAR NO GR W/SCRN
WDW VINYL W/GR
WDW VINYL 5H CLEAR NO GR W/SCRN
V"Jt7W VINYLSH W/GR & SCREd
WDW VINYL SES CLEAR NO GR W/SCRN
WOW VINYL SEI WIGR & SCRN
L0432421.
EA
r 13
WOW VINYL SFE CLEAR NO GR W/SCRN
20 1/8 _X 38-3/80#
------
- 3105
L0439893
EA
14
WDW VINYL SH W/GR & SCRN
20118" X 50 5/8'
t0317307
- - -----
10432424
EA
1433 EX NO FLANGE
WOW VINYL FX W1tFET '01GR
- ----.A.......�.. SCRN
35" X fi4''
16" 3t 33
" "
L0432423
EA
1433 FX WIFLANGE
WDW VINYL Ex WHT W/GR &. SCRN
17" X 39"
L0369271.
EA
151 2 ARCH TOP
WDW VINYL SFE WHT W GR & SCRN
20118'X 67"
30.50 TPL
L0369273
EA
181/2 ARCH TOP
WDW VINYL SIE WHT WIGR & SCRN
201./8" X 76"
tO298922
10429521
EA
FX
WOW VINYL SIE WW/GES NO SCRN
721.%2" X 60"
18"X 2410
L0430156
EA
1624
----------
WOW VINYL 5H WjGR NO SCRN
18" .K 2811
134477
«- - ---- -
EA
«-- ---
EA
-
16134 FX
----- ------------------- ------ ------------
1.835 EX ARCH TOP
1�"iI3W�f VINYL FX WHT W4P/G'R
WI01131' VINYL EX WW/(3R & SCRN
fig" x 4041«
L0439004 �
20"X46"
L03(i33�
EA
_
1H2 Fat TES
___________ ___«______---_----_-«._.____.. _____
°itWpW VINYL SFE WIifGR
-_«___«««___«�____________«_-__«____-._.__._..«_«__«___._________««._____«_______
.----271/2" 31< 26�
34
L0412312
EA__
1.613 -
i/'YF3W VINYL. SH NO CR W//SCRN#
__.�-__«____«__-_«___._.__.---------------
27 1/2" X 38_3 80
___ -------- -««_._.___------- «____«__.
L0317304
EA
IH4
WDW` VINYL SH CLEAR NO GR IPI/SCRN
271.%2"` x 5115,18'"
L0419869
EA_
� 1H4 W/1/2RR _ �
WDW VINYL. 5f1''�}W/GR & SCRN � �
�1�1pWV
271%2" x 68
5411'8" X 57"
L0311103191354
----- 4___-----__._
EA
_«« -- -
1H5
----------- «-«_---------------
VINYL SE -I W1GE� & SCE3.EV
-----------'- I --------- - '_--- & SCR-- ---------------------------
27 112" 3('63'"
X
36WOW
L.041.9870
EA
IH5 W/1/2E11)
WDW VINYL Sof W/GR & SCRN
-_---1/2-
-_-------------- ---- «
271,12" X 81"
---- - «_« «---------------
LG432419
�__- --------------
EA
------ -----------
iH6 -- ---
----------«------------- --
-WEOW VINYL SH CLEAR NO GR W/SCRN
----------------- ----- - ' - - ----- --'- ----------------------------
271/2" x'72"l
L0317306
EA
1H6 ARCH TOP
WDW VINYL SES W/GR & SCRN
--------- ---------------- «_---------------
271/2" X 76"
---------- --------- --------- - --- --- - -
L0298906
------- ---------------
EA
---------
1E-16 TMP W/1/2.RD -
---------_--«------------ -- ------------
WDW VINYL SH i�+lf/CR & SCRN
-- ----- « -------------- ----- ------------------------------
271 /2" X 90"
4030 FXTMP -
L0434441.
EA
2020 FX
��
WOW VINYL FX CLEAR NO SCRN
-----------------------------------------
--------------------- -« -
24"X24"
L1}298926
EA
2020 FX ARC14 TOP
WDWN/ VINYL FX WHT WW/GIi
____--_____-_--__-_____.«:_______.-_-_-__--««_--_--_____
.__•_._c__.,__«_-_-_..________-_------ - ---------- --
48" X 42"
24" X 213'1
L0369491
EA
2026 EX
WDW VINYL FX WHT WV/CR
________---___--_--__---__--_-_- --- ...__--_
_'____-.._.��__.__.,.-__----------
24" x 30"
L0327818
«�-- --- --------'-----
EA
- --- -
2030
--- - -----------------------------
WOW VINYL SH CLEAR NO GR WW/SCRN
-- -'- - - ----- - ----- - ----------- -----'---------
EA
24" x 36"!
L0352136
- EA
2030 FX � -
-------------
WDW VINYL FX WHT WW/GR
---------------------------'-----------
'----- ------_-«--------------------
24" X 36"
L0298928
EA
2030 W/1/2 RD
_ _ _
WOW VINYL SFE WHT WV/GIS cue SCRN �
_48"
48" x 600
961/2" x 60"
601, x 60"
601, x 52
660" x 62"
54" X 29"
545" x 31"
S8" x 6i"
58" x 44"
� 24" x 52."
L0434I444
EA
2036 TEMP FX
WDW VINYL FX WHT WW"/GR
2.4" X 42"
L0317309
EA
2040
WDW VINYL 5H CLEAR NO GR WW/SCRN �
16104
24" x 40"1
L036611.3
EA
2040 ARCH TOP
WDW VINYL SH W/CR & SCRN
36" X 16"
24"X 52"
L0362731.
EA
2040 FX TEMP
W1tE)W VINYL FX CLE=AR NO SCRN
TRANSOM VINYL W/GR -
---
24" x 48'"
L0363422 ..�A
EA
20410 W/1/2RD
WDW VINYL SH WHT 1141%GE's & SCRN
EA
�EA
24n '
L0417692
CA +
2050 _ �f
-
WDW VINYL SH CLEAR NO GR WW/SCREW
16.,104
24" X 60"
L0299929
EA
f 20661 TMP ARCH
WOW VINYL 5H WHT W1! GR & SCRN
_ " _ ".
-- 42 3t 23
24m X 7608
L0298930
EA
2060 TMP W/1/2 RNO
.... _
WDW VINYL 51#'�JWHT W 1GR & SCRN
/
�
--- ,"
� 2" x 9R4�
L0351034
EA
23
WDW VINYL SES CLEAR NO GR WIP/SCRN
38 X 38 3/8'
4013TRANSOM
_______--_-__-___ _
L0319052 �
EA
24
WDW VINYL SH CLE=AR NO CR WV/SCRN
38" x so 5/8" -- - -
E0300837
L0369187�
EA
24 Ir11`/1/2RO
i)11'DW VINYL SH W/GR & SCRN «-
_ 38" X 74"
L0432425
- ------ -- -------- -
€A
------'--
EA
24-5 VI/FLANGE
----- ----- - « «------- -------- -----------------
24 0
3 -�
WOW VINYL SH WW/GR & SCRN
-_- -------_----------- ---- ----_-«--------- -- --- -----
WDW I _
_N'- W V NYL SH Wk//GIS & SCRN
38" X 5511411
------ -- ----------------------__-_-
55"X 25"
L0298907
_
-------- ---- - - -----«---- ----
" "
28 X 8�6
E 0367488
EA
2436 FX
_
WDW VINYL SH WHT W IGR & SCRN �
TRANSOM VINYL W/GR
28"_X_42"____
y� yy
Zf J
I 4 Q84E's
E A-
2454 TWEED
WI7W VINYL SH CLEAR E,EO GIt Ile'/ /)('C N
EA 4
" "
+�I� V ('!
L0298908
-- --------«--- ----
EA
--------_
2460 TMP
--------------------------------- ---
WDW VINYL SH Int/GR & SCRN
-- --- - ------ --- ------ - --- - ----------------
28" x T2°'
n
1.13295 56 _
EA
_ �25
�
_ % k
'ifE3WW VINYL AR
NYL SFE CIE; NO GRiEVJSCR�f
^W131r"W`
38 X 63"
L0300838
EA
EA
25 ARCH TDP
--_-___-_-_ _
25 TMP W/1/2 RD
_ VINYL SH W/G.R & SCRN � �
--------
WDW VINYL SES WW/GR & SCRN
_
38"` X 67"
38".X.86'
2111618
3/0 fi/8 �- _ �
L0295460
35 S/8" X 83.1:/16"
39 5/8" X 831/1.6"
L03106413
25 TW 1/2 EYEBROW
WDW VINYL SH WHT W/CSR & SCRN
-
T WDW VINYL SFE WVJGE� & SCRN_
741/2" X 75"
741{i2" K 5711
------- -_
L133E30839
-EA-
_ EA
_: I
25 TW#ARCH
Y"W
L0295457
_w._-.«_«.�_««______-----__--__
EA
25 TWIN
WDW VINYL SH CLEAR NO GR W/SCRN �
741//.2" x 63"'
____ C_.__« .�
38" X 86"
-
L031730;S
-
EA
25 WV/1/2 RD _
___-----___-_-_---___-_ _««««_-___-__-----_-___---___-_----__-
WDW VINYL SFE'',IW/G_R & SCRN
L0369490
EA
26
__WDW VINYL SFE CLEAR NO GR W/SCRN
�38" X 72"
L0295459
EA
26 ARCH TOP
_-_-__--__-------------------
WW[3W VINYL SFE W/GR & SCRN
_ _ _ __ «
38" X 76"
L0361749
EA
26 TMP 1?W/1/2 RND
_«_.___.---_____________-_____._�
-
WDW VINYL SH W/CES & SCRN
___----------- --._
38" X 95"
----- ---- ___--------- ---------------- ----
L0434442
EA
26 TRIP
- -
WDW VINYL SH CLEAR NO GR WW/SCRN
111" X 72"
---
......� 26103
16104
16103
16104
161+00
16100
16100
16103
L0365362
L03521:95
L0369494
L0354140
L0434443
t0423633
L0434428
1.04231.34
----- --------_-----
--ff
EA
EAS
EA
CA
EA
EA
EA_
EA u
---------
3030 W/1/2RD
304{1
3040
3040 FX
3040 TRIP _
3040 TW 1/2 EYEBROW
304E0 TWIN
3040 W/1/2 RND
-- --« - ----- -- -- --- ----
WD1:'if VINYL SH WHT WIW/GR & SCRN
� WDW VINYL OVAL WANT W/GR
WOW VINYL SH CLEAR NO GR W/SCRN
WDW VINYL W/GR
WDW VINYL 5H CLEAR NO GR W/SCRN
V"Jt7W VINYLSH W/GR & SCREd
WDW VINYL SES CLEAR NO GR W/SCRN
WOW VINYL SEI WIGR & SCRN
35" x 59"
38" X 521°�.�. �
36" X 4.8"
35" X 48°`
109"X 48"
�. 721/2°' X 52"--------------------
721/2" x 48"
35" X 70
151!13
S-92i _
EA _
------
- 3105
-- --- ----------- -------«�««_-------- ------ -- ------ --- -_--
1t11E3WW VINYL SH CLEAR NO GR W/SCRN
------ -------_----«-------___--------- -----
----------------
36" x 60" --- ---
151iO3
t0317307
- - -----
EA
----
30513 ARCH T{}#�
-- «----- T - ---------------
1NI�I�i.� GEfi ?�.
VINYL �'/ SCRN
35" X fi4''
35104
L0367489
E- A►
-
30510 FX
WDW VINYL NO GR
3_6" X 60"
16100
L0366804-
EA
30.50 TPL
WOW VINYL, SH CLEAR NO GR WW SCRN
/
1091, X 6fl
16100
tO298922
EA
3050 TWIN_
WOW VINYL SH CLEAR NO GR W/SCR�1
721.%2" X 60"
16100
L0354.1.48
----------« -_
EA
- -----
3050-40563FX 3050
---------«-_-----------------------
_
WRW+�E VINYL Vii GR & SCRC+#
/
-� -
121"X E0!! � -
,16103
1041940'9
EA
30561 ARCH TOP
WDW VINYL: SES WIGEL &SCRN
35" X 700' -
16103
10477376
EA
34
WOW VINYL SES CLAR NO GR W SCRN
541 8" x 50 5/8. - -
----- - -
1610.)
L0367188
EA
35
WOW VINYL SH NO GR 1111/SCRN
541/8" X 63"
�0v0vv0or
16103
L0329525
EA
35 ARCH TOP
WOW VINYL SIS W/GR & SCRN
5411'8" X 57"
.16.103
L0364384
EA
36WOW
VINYL SH W/GR & SCRN_
54 1/8" X 72'
1610.3
L0327816
- -- ----- -
EA
----- --
36 ARCH TOP
-------------- --- - --- ----- --
WDW VINYL SH W/GR & SCRN � - «
� 541/8" X 76"
.16104
L0367490
EA
4020 EX TMP
- -- -- --- ----- --- ---- ---- ------------- ------ ----
WOW VINYL EX CLEAR NO GR
- -- - ------ -- ---_------------------- « --
---------- ------------- ------------ ------- ---_.
48" 31_24"
16103
L0430847
FA
4030 FXTMP -
WOW VINYL: SFE CLEAR NO GR
48" X 36" _
-
lSS63
L0434426
EA
-_-----
4036
_______-_-_______ ___-__-__« __�-.�__.___.�__«_«______«____---____.
WOW VINYL SLIDER WHT W/GR_&_SCRN
__-------_-_«-_-----_-_---___-----_-___._«_.
.__•_._c__.,__«_-_-_..________-_------ - ---------- --
48" X 42"
15865
10354129
EA
4E040
W
WOW VINYL SLIDER NO CSR SCRN
/
� -
�- �
4" x "
:16104
L03541`41
EA
_ 4040 FX - _
W"J'DW VINYL NO GR
X 482"
16.103
16:100
16103
15863
.66104
16104
16104
14144
16104
16103
L0368324��
L 0427'SS6
L0460341
110298925EA
L0435847
1.13295462
10295461
t02989110
L0298911
L0314657
- F_A
EA
EA
-Ela,
EA
EA
EA
EA .+
EA
4050
46150 TWIN
S/11X5/0 EX TSP
5444
5052 FX TIM
54X12X24 ARCM
54X27
58x28XS6 :112 Eli}
58.X4QX313 ARCH
IH3
_
WOWS VINYL Std W14T W%GR & SCRN
WDW VINYL SH W/GES & SLED!
WDW VINYL SH CLEAR NO GR
WDW VINYL SLIDER WWHT NO GR W/SCR
WOW VINYL FX CLEAR NO GR
L'4'OW VINYL 1,'11/GIfi
WDW VINYL 1/2 RD W1//GR
WDW VINYL W/G R
WDW VINYL Wil/G€1
WDW VINYL SH NO GR WV/SCRN
�« -
�. ..
271/2"X38-318"
_48"
48" x 600
961/2" x 60"
601, x 60"
601, x 52
660" x 62"
54" X 29"
545" x 31"
S8" x 6i"
58" x 44"
"ransoms
16.104
L0429519EA
2014
TRANSOM VINYL WHT NO GR
25"' X 17"
24" X 16"'
16104
t0354132
EA
3014
TRAN50M VINYL 1511/_GR
37"X 171'
36" X 16"
261634
L03541.33
.____-_--««_«__«_______--
EA
3044
----- --_-__-.
TRANSOM VINYL W/GR -
---
_37" X 53" �
36" X 52'1 -
.117134
L0324888
EA
�EA
� 321:4 TMP «
-,.-__-__�_________«_-___�_.___.�._-_«_.�___«___----___-_-__-«
TRANSOM VINYL WHT NO GR
____-__--__.r_«._._-._--_-- ---- -_-__----_--_.
39" X 17'
--__-______.-.___«_.�««__---__-_____-------__
38" X 16'
16.,104
L0328436
- - -- ----- -----
- -- - -
361.6 ARCH
TRANSOM VINYL WHT 1116 CSIs �
1
" '
43 X 23
_ " _ ".
-- 42 3t 23
161134
163354134
EA
3612_4 ARCD
TRAN50M VINYL 1511_/G#
43" X 33"
42." x 33"
16104
L0329526
EA
-__
4013TRANSOM
_______--_-__-___ _
VINYL WHT NO GR «
49"' X 16'! � �
" x 4
.16104
E0300837
EA
4613
TRANSOM VINYL WHT WV/GES
55 X 161,
54"X15"
16104
L0295463
__-._--------_----_--
EA
-_..-__-
4620
_ _ _ _
TRANSOM VINYL WHT WW/GR
55"X 25"
54" X 24"
,16.104
103:541.35
EA
« _
4626 ARCH
TRANSOM VINYL W/GR
55"X 34"
54" X 34"
16104
10354131
EA 4
510.16
TRANSOM VINYL W/GES61"
x 19"
60" x 18"`
Doors
E A__._j
EA
2111618
3/0 fi/8 �- _ �
Door
Door
35 S/8" X 83.1:/16"
39 5/8" X 831/1.6"
341/8`" X 82 5 16"
38 1//8" X 82 5/16" -
Mor _ 35 S/'1" x 99 1/16" 341/8" X 98 5/16"
Door 39 5/8" X 991/16" .38 1.10" X 198 S/16"
FAX:407-774-4078
www-abd esigngrou p.com
AA #: 0003325
stmrirv. ac LOT:
KENSINGTON
RESERVE
(LOT 34)
MO DEL:
SANTA RASA
VERSION 01
PROJECT#:
02997.000 034R1
PAGE:
WINDOW
SCH
EDULE
t
D k 5/7/18
9 171.11:1: /419=11-o"
S MEET
D7
�IIIIIIIIII
�0v0vv0or
stmrirv. ac LOT:
KENSINGTON
RESERVE
(LOT 34)
MO DEL:
SANTA RASA
VERSION 01
PROJECT#:
02997.000 034R1
PAGE:
WINDOW
SCH
EDULE
t
D k 5/7/18
9 171.11:1: /419=11-o"
S MEET
D7
PREFORMED
CONTROL JOINT
FLANGE OF CONTROL JOINTS TO BE WIRE TIED -
To LATH 0 9' O.C. MAX (VERT.)
NOTE: Do NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS BEYOND EXCEPT
STAPLES W1 Ys' LEG MAY BE USED TO TEMP.
SECURE CONTROL JOINT DURING INSTALLATION
TEMPORARY STAPLES TO BE REMOVED AFTER
INSTALLATION
FASTENERS TO BE SPACED -
a l' O.C. MAX VERTICALLY
LATH SHALL NOT BE CONTINUOUS THROUGH
CONTROL JOINTS BUT SHALL BE STOPPED AND
TIED AT EACH SIDE. PER ASTM C1063 1.10.1.4
NOTE:
1. FASTENERS FOR LATH TO BE NAILS OR
STAPLES IN COMPLIANCE W/ ASTM 01063
2. WIRE TIES TO BE (NO. 16) 0.0415' WIRE
3. BLOCKING SHOWN MAY BE IN ADDITION TO
WALL STUDS REQUIRED PER PLAN
CUT TWO PIECES OF FORM FLASH 1
APPROX. 6' LONGER THAN THE
WIDTH OF PIPE OPENING
LOCTITE SPRAY ADHE51VE DIRECTLY–,,,,
TO OSB AROUND PENETRATION
I" OR LE55 PIPE PENETRATION
STARTING WITH THE BOTTOM
HALF OF THE PIPE, REMOVE
THE RELEASE LINER AND FOLD
' THICK, 3 COAT CEMENT
NOTE:
PLASTER
SIDE LAPS OF METAL PLASTER BASES
�
SHALL BE SECURED TO FRAMING
WRB LAYER 02, FORTIP15ER BUILDING
MEMBERS. THEY SHALL BE TIED BETWEEN
PAPER TOR APPROVED EQUAL)
SUPPORTS WITH 0.0415 -IN. (1.21 -MM) WIRE
APPROVED METAL LATH FASTENED
AT INTERVALS NOT MORE THAN 9'
61' (VERT.) O.C. MAX AT SUPPORTS
(229 -MM). AS PER A5TM C1063 1.8.1.
NOTE:
WRB LAYER ), STUCCOWRAP
FOR REPAIR OF TEARS IN WRB LAYERS,
(OR APPROVED EQUAL)
TEARS MAY BE PATCHED PEEL 4 STICK
P MX LAP METAL LATH
_X
X
WOOD SHEATHING
TO }'
GAP MIDI
6' TOW
MIN.
6' TO 8'
MIN. PROTECTED FLASH TAPE
BEHIND CONTROL JOINT
�000000000�
WRB I TAPED TO
APER LAP MOW ONLY
kWR5
PROVIDE 2X4 BLOCKING PLACED
SHEATHING w/ WRB
FLAT MAX. 6' To 8' FROM CONTROL
*2 OVER TOP. WRB
JOINT WHEN CONTROL JOINT FALLS
y #2 TO BE LAPPED
LAYER),
ON STRUCTURAL STUD
WOOD STUDS
VERTICALLY 6' MIN.
FORTIF15ER BUILDING
- STUCCO OVER
PAPER TOR
SHEATHING
METAL LATH. METAL
APPROVED EQUAL)
- -'r
LATH TO HAVE 1
Q VERTICAL LAP MIN.
1 TYPE "M" CONTROL JOINT
KTP
NOTE: APPLY SEALANT AT IMI CONTROL
JOINT END TO END CONDITIONS
— USE FINGERS t0 MOLD THE REMAINING HALF OF THE
�
FORM FLASH I t0 THE SHEATHING, MAKING SURE THE
FORM FLASH 115 tlCxNt t0 THE PIPS AND t0 THE
SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES.
vl
1 Ht_- rOFd"I FLASH I IN HALTAKE SECOND PIECE OF FORM
(LENGTH WISE 1U17N ADHESIVE FLASH 1 AND APPLY It t0 THE
TO THE EXTERIOR 70P HALF OF THE PIPE IN THE
ALIGN THE PR07ECt0 FORM FLASH I STEP 1 STEP 2 SAME MANNER, MAKINGSURETHE CENTER OF THE PIPE. ADHERE THE OVERLAP AREAS ARE
FORM FLASH I rt0 THE 807TOM HALF OF PRESSED DOWN tlCsNt t0 THE
THE PIPE AND lUR,4P AROUND THE PIPE. PIPE AND SHEATHING.
PER I=BC R103.1.1
EXTERIOR LATHING AND PLASTERING
EXTERIOR USE OF PORTLAND CEMENT PLANER
SHALL COMPLY WITH THE APPLICATION
REQUIREMENTS OF A5TM C 1326-12A.
INSTALLATION OF EXTERIOR LATHING AND
FRAMING SHALL COMPLY WITH ASTM C 1063-124
TAPE WRB LAYER 91, C
STUCCOWRAP (OR APPROVED z
EQUAL) DIRECTLY TO SHEATHING
7
WRB LAYER 02, FORTIF15ER
n
BUILDING PAPER TOR 2
APPROVED EQUAL) a
:X.. METAL LATH
x - PROTECTO FORM FLA5H 1
CONFORMABLE AIRNAPOR
X: BARRIER TAPE DIRECTLY
.X TO SHEATHING
—dill
INSTALL FA5TENER5 ;.X:: LOCTITE SPRAT' ADHESIVE
(CLIPS, STRAPS, STAPLES) -x:., DIRECTLY TO 055 AROUND
AS REQUIRED TO SECURE PENETRATION
PIPE/ WIRE TO FRAMING.
X ELASTOMERIC COATING
PIPE PENETRATION DETAIL :::x: COR APPROVED EQUAL)
3 = Kt& OVER STUCCO/ C.V. FINISH
SECTION -
(SEE TYP WALL SECTION)
, a
HORIZONTAL LATHPAPER LAP
& PAPER DETAIL 2 I KTP
WOOD 9NEAtNItyCi
WATER RESISTIVE BARRIER
LAP SIDING (PER BUILDER)
�—
MINIMUM LAP (PER MANl1P. SPECS)
WEEP SCREED
/—
STARTER STRIP (PER MANUF. SPECS)
MINIMUM CLEARANCE
(PER MANUP. SPECS)
5'Xi' CONTINUOUS CxALY. MEtAI.
STEP FLASHING (NAIL TO ROOF
DECK, NOT WALL SHEATHING)
CAP SFIINCzLE - DO NOt NAIL
�ADHERED SHINGLES TRIMMED
TO COYER FLASHING STRIP
-LATH VERTICAL
LAP TO BE 1"
NOTE:
APPROVED BUILDING WRAP SHALL BE LAPPED A
MINIMUM OF 6" 6 VERTICAL LAPS (ROLL ENDS) 4
(o" 6 HORIZONTAL LAPS.
METAL LATH
TAPE WRB LAYER
M, STUCCOWRAP
lOR APPROVED
EQUAL) DIRECTLY
TO SHEATHING
.,y:.'d'7 n "y"t`ryj",sZYta,2':t t..a+u;j .3 4.G :'+i. x•?` iiv °a''k°,l`:',^.`
/ 1' MM LATH
LAP, 4' OVER
ALL LAP
VERTICAL LATH
& PAPER DETAIL
8" THICK, 3 COAT CEMENT
PLASTER
METAL LATIN
WRB LAYER *'2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
TAPE WRB LAYER 1,
STUCCOUJRAP (OR
' APPROVED EQUAL)
DIRECTLY TO SHEATHING
WOOD SHEATHING
. ` LEGEND
} .. DRAINAGE PLANE
(WRB LAYER 1,
5TUCC0WRAP OR
r - APPROVED EQUAL)
WR$ LAYER *2
(FORTIF15ER
z
BUILDING PAPER OR
7 APPROVED EQUAL)
9 METAL LATH X X X X
STUCCO
a
WOOD SHEATHING
SELF-ADHESIVE
FLASHING
STUCCO
NO?E:
METAL LATH: LATH t0 BE PER
F8C R103.1.I / ASTM C-841-091
MIN. 2.5 LBS. PER 5Q YARD
lUtl ItY OR NOMINAL LATH 0 9
NOT MEET SPECIFICATIONS)
WRB: WATER RESISTIVE BARRIER
ARCHITECT S
FAX -407-774-4078
www.abdesigrigroup.com
AA #: 0003325
r
�
�000000000�
JtMDIV. & LOT:
KENSINGTON
RESERVE
(LAT 34)
MO DELI
SANTA ROSA
(VERSION#01)
PROJECT:
0299'7.000 034R1
PAGE:
WALL -
ASSEMBLY
DETAILS
ARCHMECTi
STATE OF FLOFIDA
J CANTWEL
AR/N6,12079
DA ' 5/7/18
8C M1/4"=ip_o"
- ET
VAT A 'I
WR5 LAYER 02, FORTIP15ER 5UILD(NG
' THICK 3 COAT PAPER COR APPROVED EQUAL)
CEMENT PLASTER WR5 LAYER 01, STUCCOWRAP (OR APPROVED
EQUAL) TAPED DIRECTLY TO SHEATHING
LAP LAYERS OF BUILDING WRAP OVER
STEP FLASHING NAILING FLANGE, STOP WR5 APPROX
OVERLAPS KICKOUT 1 Y A50VE SHINGLES
DIVERTER I' MIN.
SELF -ADHERING FLASHING
-
STEP FLASHING
DRYFLEKT KICKOUT DIYERTER
FELT UNDERLAYMENT
SHINGLE ROOFING
OVERLAP 3' rFASrCIARAP
DRIP EDGE:,
EXTEND 1/2' 5ELOW
SHEATHING, MECHANICALLY
FASTEN 4' O.C. MAX.
NOTE:
INSTALL KICKOUT FLASHING KICKOUT DETAIL
AT 50TTOM OF ROOF 4 WALL Wl" NJA
INTERSECTIONS
AREA TO RECEIVE 1 COAT OF SIKER-CRETE
FLEXIBLE CONCRETE WATERPROOFER or
SCRATCH COAT PRIOR TO ELEC. METER
INSTALLATION
I (PER 3AVA1)
ELEC. METER FIELD VERIFY
LOCATION
1AELEC. METER FIELD VERIFY LOCATION
SEALANT ON TOP SIDES ONLY
APPLY SEALANT At TOP t
SIDES OF ELEC. METER 60X
AFTER 57U000 INSTALLATION
ELECTRICAL CONDUIT
PENETRATION
sc.�erLts.
CAVITY TO 5E FILLED WITH RIGID
POLYMERIC f SOCYANATE-POLY5LEND
FOAM CGREAT STUFF' OR SIMILAR)
/ �--FLASH OPENING WITH PROTECTO FORM FLASK
SELF ADHERING FLASHING PER FLASHING
METHOD AS DESCRI5ED IN DETAIL 3 OF WAl
'PIPE PENETRATION DETAIL'
APPLY 1 COAT OF SHER-CRETE FLEXIBLE CONCRETE
WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN
OR METER CAN COM50 OR METER CAN AND DISCONNEC
__)
ARCHITECTS
/Desp-inc.n
Grou
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.ab designgro u p. co m
AA #: 0003325
i
1
�IIIIIIIIII
�ovvoovo.
9tMDM & LOT:
KENSINGTON
RESERVE
(LAT 34)
MODEL:
SANTA ROSA
(VERSION#01)
PROJECT#:
02997.000 034R1
PAGE:
WALL
ASSEMBLY
DETAILS
AF10-inEC .-
STATE OF FLOIADA
/JAW
_L
ff485-/7/18
=: 1/4"=1'-0"
e A2
WOOD SHEATHING
WOOD CONSTRUCTION
%' HAT CHANNEL W/ V WR8 LAYER 1, STUCCOWRAF
TYPE 'X' DRYWALL (OR APPROVED EQUAL)
WOOD SHEATHING WRS LAYER #2, FORTIF15ER BUILDING
PAPER COR APPROVED EQUAL)
8" THICK, 3 COAT CEMENT
l LAYER M. PIASTER
STUCCOWRAP (OR AMb(a_WFWC-lW CUSTOM CASING
APPROVED EQUAL) BEAD (OR APPROVED EQUAL)
' THICK, 3 COAT
CEMENT PLASTER �
U1RB LAYER I, STUCCOWRAP
(OR APPROVED EQUAL)
_WRB LAYER #2, FORTIFISER BUILDING
PAPER COR APPROVED EQUAL)
URS LAYERl, �o' S FA H FLASHING
STUCCOWRAP EL-DEREfNG
-(DR APPROVED EQUAL) WRAPPED 6 CORNER OF CANTILEVER
SOP
MN
AMICO AM(o(o-WFWC-l80 AMIGO AM(o(o-WFWC-l80 CUSTOM
CUSTOM CASING BEAD CASING BEAD COR APPROVED EQUAL)
(OR APPROVED EQUAL) (W/OPT. WEEPS)
DO NOT CAULK OR
SEAL GA
1OACASING BEAD DETAIL 0 CANT.
KTA
LEGEND
DRAINAGE PLANE
IWRB LAYER M, STUCCOWRAP 2x FRAMING MEMBER
OR APPROVED EQUALTHICK, 3 COAT CEMENT PLASTER
WRS LAYER *2 NOTE: co A FASTENED (FORTIFIBER IBUILDING PAPER CORNER 5E D TE ED To
OR APPROVED EQUAL) METAL LATH: LATH TO SE S SHEATHING 6 71' O.C. MAX.
METAL LATH X - X X - - X PER 1=BG R103.1.1 I ASTM
C-841-091 MIN. 2.5 LBS. PER l LAYER 1, STUCC.OlUR14P
STUCCO . a SQ. WARD IUTILIT ' DR (OR APPROVED EQUAL)
WOOD SHEATHING NOMINAL LATH D S NOT WOOD SHEATHING
SELF-ADHESIVE FLASHING MEET SPECIFICATIONS) METAL LATH
WRS LAYER *1, FORTIFIBER BUILDING
PAPER COR APPROVED EQUAL)
OIER.BE.AD-6-FRAME
12A
WOOD CONSTRUCTION
FATHER RESISTIVE CORNER BEAD
VINYL (OR APPROVED BARRIER MCFASTENER SPACING �' O.C.)
EQUAL) CASING BEAD WEATHER RESISTIVE'
BARRIER *2
$' THICK, 3 COAT CEMENT PLASTER CMU
METAL LATH W THICK, 3 COAT CEMENT PLASTER
5/8' TYPE 'X' DRYWALL WOOD SHEATHING APPLIED DIRECTLY TO CONCRETE
W/TEXTURED 4 PAINTED FINISH HEADER/SEAM MASONRY UNIT
8' THICK, 3 COAT CEMENT- VINYL CORP. (OR APPROVED EQUAL)
PLASTER �' POSITIVE DRAIN WEEP SCREED 12B CORNER BEAD � BLOCK
VINYL COR APPROVED
KTA
EQUAL) CORNER BEAD NO GAP IN FIELD
VINYL (OR APPROVED EQUAL) (SHOWN FOR CLARIFICATION OF
CASING BEAD SEPARATE ACCESSORIES ONLY)
DRIP EDGE INSTALLATION
11A .KTP. COLUMN SHEATHING
WEATHER RESISTIVE 5ARRIER1
VINYL COR APPROVED EQUAL) CASING BEAD BALCONY DRIP EDGE INSTALLATION
11B KTA.
� �01U�11N�11�"L"�IL�ISH�ING�.
11 C Kr,�
ARCHITECT Si
Design
Group���.
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
- WEATHER RESISTIVE 5ARRIER02
FINISH LAYER l2 LAYER
(o' SELF ADHERING 4 FLASHING
PEEL 4 STICK)
3' X 3' 2b GA. GALV. METAL DRIP
PEEL 4 STICK
(o' PEEL 4 STICK 6 DRIP
EDGE SET IN FULL SED OF SEALANT '
a
1 Xz x3 L FLASHING FULLY
EDGE To DECKMIN.
SPACE FROM DRIP FACE TO TRX
EMBEDDED IN ROOF CEMENT
- I V X 3' 2(o GA. GALV. METAL DRIP EDGE SET
A A
Y GAP FOR S CKE
IN FULL BED OF SEALANT', V MIN.- SPACE FROM
1 VX1 %' P.T. OR SIMULATED WOOD (TREX) -
Y' GAP FOR SACKER ROD 4 SEALANT
ROD 4 SEALANT
DRIP FACE TO TREX
FILLER COR APPROVED EQUAL), CONTINUOUS
VINYL COR APPROVED EQUAL)
WEATHER RESISTII�E BARRIER I
WATER PROOFING ist LAYER (2 LAYER
VINYL COR APPROVED EQUAL) CA51NG
BEAD _ CASING BEAD
WEATHER RESISTIVE BARRIER 02
PEEL 4 STICK) WRAPPED FROM
A WEATHER RESISTIVE BARRIER 01
WATER PROOFING 1st LAYER
EXTERIOR COLUMN
BALCONY DECK TO CANTILEVER
WEATHER RESISTIVE BARRIER *2
(2 LAYER PEEL 4 STICK)
COLUMN SHEATHING
APART FOR CLARITY
PEEL STICK DRIP EDGE TO DECK
«««�PO�TS PULLED
APART I=OR CLARITY
PEEL STICK
6' SELF ADHERING FLASHING
SUB FLOOR
DECK MEMBRANE, EXTEND OVER DRIP EDGE SUS FLOOR
1 ''x3' 'L' FLASHING FULLY
®
3' X 3' 2(o GA. GALV. METAL DRIP EDGE
SET
® ; EMBEDDED IN ROOF CEMENT
IN FULL SED OF SEALANT, �' MIN. SPACE
FROM
X 3 2(o GA. GALV. METAL DRIP EDGE
FULL SHEETS OF PEEL 4 STICK
DRIP FACE TO TREX
MODIFIED 130
1 Y'X1 J/2' P.T. OR SIMULATED WOOD (TREX)
SET IN FULL SED OF SEALANT, Y' MIN.
y SPACE FROM DRIP FACE TO TREX ON
I VXI %' P.T. OR SIMULATED WOOD (TREX) -
VINYL COR APPROVED EQUAL) CASING BEAD
FILLER (OR APPROVED EQUAL) CONTINUOUS
ALL 4 SIDES OF COLUMN
FILLER (OR APPROVED EQUAL), CONTINUOUS
WATER PROOFING tat LAYER (2 LAYER
Y4 GAP FOR SEALANT
VINYL (OR APPROVED EQUAL) CASING BEAD
y' GAP FOR SACKER
PEEL 4 STICK) WRAPPED FROM BALCONY
OPT. SACKER ROD
W,4TER PROOFING 1st LAYER t2 LAYER PEEL 4 STICK)
ROD 4 SEALANT
DECK TO CANTILEVER
WRAPPED FROM BALCONY DECK TO CANTILEVER
S THICK, 3 COAT CEMENT PLASTER
THICK, 3 COAT CEMENT PLASTER
..........._
METAL LATH
WOOD SHEATHING
METAL LATH
WOOD SHEATHING
WEATHER RESISTIVE BARRIER I
WEATHER RESISTIVE BARRIER I
' THICK, 3 COAT CEMENT
WEATHER RESISTIVE 5ARRIER 02'
TRICK, 3 COAT CEMENT WEATHER RESISTIVE 5ARRIER2
PLASTER
4' POSITIVE DRAIN WEEP SCREED
PLASTER 4' POSITIVE DRAIN WEEP SCREED
NO GAP IN FIELD
VINYL COR APPROVED EQUAL) CASING
BEAD No CAP IN FIELD
VINYL COR APPROVED EQUAL) CASING BEAD
(SHOWN FOR CLARIFICATION OF
VINYL COR APPROVED EQUAL)
BEAD (SHOU N FOR CLARIFICATION OF
VINYL (OR APPROVED EQUAL) BEAD
SEPARATE ACCESSORIES ONLY)
VINYL COR APPROVED EQUAL) CASING
BEAD SEPARATE ACCESSORIES ONLY)
BALCONY DRIP EDGE INSTALLATION
VINYL COR APPROVED EQUAL) CASING BEAD BALCONY DRIP EDGE INSTALLATION
11B KTA.
� �01U�11N�11�"L"�IL�ISH�ING�.
11 C Kr,�
ARCHITECT Si
Design
Group���.
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
StMDM & LOT:
KENSINGTON
RESERVE
(LOT 34)
MODEL:
. SANTA ROSA
(VERSION#41)
PROJECT:
02997.000 034R1
PAGE:
WALL
ASSEMBLY
DETAILS
aPl0jrrEC'r�
STATE OF FLORIDA
JAM CANIINB.L
AR NO 12079
DA . j/5%7 /18
SC :1/4"=1'-O"
SHEET
WA3
�I"I'I"II
\DODOOOODOJ
StMDM & LOT:
KENSINGTON
RESERVE
(LOT 34)
MODEL:
. SANTA ROSA
(VERSION#41)
PROJECT:
02997.000 034R1
PAGE:
WALL
ASSEMBLY
DETAILS
aPl0jrrEC'r�
STATE OF FLORIDA
JAM CANIINB.L
AR NO 12079
DA . j/5%7 /18
SC :1/4"=1'-O"
SHEET
WA3
WOOD SHEATHING WOOD SHEATHING
WR5 LAYER 01, 5TUCCOWRAP WR5 LAYER #I, STUCCOWRAP
(OR APPROVED EQUAL)(OR APPROVED EQUAL) ��
_ $THICK, 3 COAT CEMENT
WR5 LAYER *2, FORTIP15ER > WR5 LAYER �1, STUCCOWRAP WR5 LAYER #2, FORTIP15ER WOOD SHEATHING r4. �p,� PL�45'�R
BUILDING PAPER (OR (OR APPROVED EQUAL) BUILDING PAPER iX TRIM MEMBER STUCCO METS. LATH
APPROVED EQUAL) WOOD SHEATHING (OR APPROVED EQUAL) URB LAYER �1, STUCCOWRAP TO SIDING TRANSITION UJRS LAYER 01, FORT11=15ER
METAL LATH WR5 LAYER 2, FORTIF15ER METAL LATH (OR APPROVED EQUAL) SfDINC� BUILDING PAPER
' THICK, 3 COAT BUILDING PAPER (OR 8" TI-IfcK, 3 co�4T CEMENT uJRS LAI R , FORTIP15ER
(OR APPROVED EQUAL)
CEMENT PLASTER APPROVED EQUAL) PLASTER BUILDING PAPER
WOOD SHEATHINGb"SELF-ADHERING METAL LATH VINYL (OR APPROVED EQUAL) (OR APPROVED EQUAL)
FLASHING ANGLED CA51NG BEAD METAL LATH
�" TRICK, 3 COAT �. • :" -:
(EXPLODE) CEMENT PLASTER b "SELF -AD TERING FLASHING `' tax .00m THEGK, 3 GOAT
DRIP CAP VIEW oR v«w" s
CLARITY) DRIP CAP CLARITY) CEMENT PLASTER
WINDOW .FLANGE WINDOW FLANGE
WR5 LAYER �1, STUCCOWRAP uJRB LAYER 1STUCCOWRAP (OR APPROVED EQUAL)
WR5 LAYER �1, STUCCOWRAP
(OR APPROVED EQUAL) 0I STUCCOWRAP (OR APPROVED EQUAL)
VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WR5 LAYER ,
WR5 LAYER 12, FORTIF15ER BUILDING (OR APPROVED EQUAL) CASING BEAD
PAPER (OR APPROVED EQUAL) WR5 LAYER *1, FORTIF15ER BUILDING b' SELF ADHERING
METAL LATH PAPER (OR APPROVED EQUAL) FLASHING OR PEEL 4 STICK
" THICK, 3 COAT METAL LATH SIDING TO STUCCO
CEMENT PLASTER' THICK, 3 GOAT CASING LEALM
b' SELF -ADHERING . .
CEMENT PLASTER 14 KTP
FLASHING b'SELF-ADHERING
DRIP CAP FLASHING:::T)
WINDOW FLANGE DRIP CAP WOOD SHEATHING
CASING BEAD @ WINDOW CASING BEAD WINDOW WINDOW FLANGE METAL LATH
FRAME, NO BAND FRAME, W BAND
13A.E: Kra 13B Krm WR5 LAYER 01, STUCCOWRAP WOOD SHEATHING
(OR APPROVED EQUAL)
LEGEND WR5 LAYER #2, FORTIF15ER BUILDING WR5 LAVER 1, STUCCOWRAP
WOOD CONSTRUCTION BEYOND (OR APPROVED EQUAL)
DRAINAGE PLANE PAPER (OR APPROVED EQUAL)
WR5 LAYER 02, FORTIP15ER
WOOD SHEATHING (WR5 LAYER 1, STUCCOWRAP �' TI-11GK 3 COAT
BUILDING PAPER
WEATHER RESISTIVE BARRIERIN- OR APPROVED EQUAL) CEMENT PLASTER t0 A
WEATHER RESISTIVE BARRIER #2 b SELF -ADHERING FLASHING R APPROVED EQUAL)
W X Y¢" LAP SIDING W/b" REVEAL
WR5 LAYER 12 VINYL (OR APPROVED EQUAL) t METAL LATH
WEATHER RESISTIVE BARRIER I (FORTIP15ER BUILDING PAPER ANGLED CASING SEAR
b' S F -A H IN FLASHING ' THICK, 3 COAT CEMENT
EL ER G
D WEATHER RESISTIVE BARRIER *2 OR APPROVED EQUAL) (EXPLODED PLASTER
STARTER STRIP PER STARTER STRIP PER METAL LATH X x x X VINYL (OR APPROVED EQUAL) V«w FOR
MANUFACTURER'S INSTALLATION a, a MANUFACTURER'S INSTALLATION STUCCO 4 CASING BEAD CLARITY)
INSTRUCTIONS INSTRUCTIONS
WOOD SHEATHING
' SELF -ADHERING FLASHING
SELF-ADHE51VE FLASHING
Do NOT CAULK OR SEAL OPENING bCASING- BEAD @ RAISED
GALV'D METAL 'Z' FLASHING • GALV'D METAL 'Z' FLASHINGBAND �IRA�
15 ,.x: KT
DO NOT CAULK OR SEAL OPENING NOTE:
STUCCO CASING BEAD METAL LATH: LATH TO BE PER F5C 8103.1.1 / ASTM
C-841-09, MIN. 2B L55. PER 5Q. YARD (UTILITY OR
4
NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
GALV'D METAL 'Z' FLASHING
SIDING TO STUCCO
@ BLOCK TO FRAME TRANSITION
STUCCO CA51NG BEADTHICK, 3 COAT -t
CEMENT PLASTER THICK, 3 COAT CEMENT
PLASTER
WOOD CONSTRUCTION BEYOND
Woap SHEATHING b' SELF -ADHERING FLASHING SEALANT METAL LAT(-� /� METAL LATH
TO WINDOW SEALANT
WEATHER RESISTIVE BARRIER M WR5 LAYER *1, FORTIF15ER BUILDING
WEATHER RESISTIVE BARRIER M TO LAP WINDOW FRAME PAPER (OR APPROVED EQUAL)
5 WEATHER RESISTIVE BARRIER 02 6' MIN. ABOVE TOP OF 'Z' FLASHING
WOOD SHEATHING WINDOW FRAME Wt= LAYER #2, FORTIF15ER
X Y LAP SIDING W/b REVEAL WEATHER RESISTIVE BARRIER
WEATHER RESISTIVE BARRIER BUILDING PAPER
6' SELF -ADHERING FLASHING l (OR APPROVED EQUAL)
4lo.: GALV'D METAL 'Z' FLASHINGf
STARTER STRIP PER MANUFACTURER'S D NOT CAULK o SEAL o NTNG WR5 LAYER 1, STUCCOWRAP — E -Z BEAD VINYL (OR
INSTALLATION INSTRUCTIONS (OR APPROVED EQUAL) X ,APPROVED EQUAL) CASING
WEATHER RESISTIVE BARRIER I TO LAP b' WIDE PEEL 4 STICK (W/%' FLEXI5LE PVC BACKER
DO NOT SEAL OPENING b' MIN. ABOVE TDP OF 'Z' FLASHING WINDOW FLANGE OVER FLANGE owl ROD INCLUDED)
2X FRAMING MEMBER E -Z BEAD VINYL WR5 LAYER M, STUCCOWRAP
GALV'D METAL "Z' 1=LASHING(OR APPROVED EQUAL) CASING 2X FRAMING COR APPROVED EQUAL),
E -Z BEAD VINYL
b'SELF-ADHERfNG FLASHING BUILDING WRAP (WIV FLEXIBLE PVC BACKER ROD MEMBER WRAPPED AROUND FRAMING
(OR APPROVED EQUAL) CASING INCLUDED) MEMBER /
(W//a' FLEXIBLE PVC BACKER ROD) � I�ATNER R�515TfVE BARRIER I`- - b' SELF ADHERING FLASHING-
E -Z BEAD VINYL (OR APPROVED EQUAL) - #A►PPLY FULL BED of WOOD SHEATHINGb' SELF-ADWERING FLASHING CASING (W/%S' FLEXI5LE PVC BACKER SEALANT BEEN
Y' TRICK, 3 COAT CEMENT PLASTER ROD) FLANGE 4 BUILDING WRAP DETAIL EXPLODED FOR
WEATHER RESISTIVE BARRIER I WEATHER RESISTIVE BARRIER 02 CLARITY
WEATHER RE51STIVE BARRIER #2 SIDING TO STUCCO
(� FRAME TO FRAME TRANSITION - - 17 EZ BEAD WINDOW CASING
sc�&E= N.t�. 5G4GE, NSA
A R C H I T E C T S
FAX -407-774-4078
www.abdesigngroup.com
AA #: 0003325
Em—
StmDIV. & LOT:
KENSINGTON
RESERVE
(LOT 34)
MODEL,:
SANTA ROSA
(VERSION#01)
PROJECT#:
02997.000 034R1
PAGE:
WALL
ASSEMBLY
DETAILS
r
D 5/7/18
S ALE: 1/4"=1'—O"
SHEET
WA4
�IIIIIIIIII
,ovvvvvvooJ
StmDIV. & LOT:
KENSINGTON
RESERVE
(LOT 34)
MODEL,:
SANTA ROSA
(VERSION#01)
PROJECT#:
02997.000 034R1
PAGE:
WALL
ASSEMBLY
DETAILS
r
D 5/7/18
S ALE: 1/4"=1'—O"
SHEET
WA4
CUT HOUSEWRAP AT
45' ANGLE
MODIFIED 'I' CUT IN
HOUSEWRAP
LINE OF WINDOW OPENING
APPROVED HOUSEWRAP
OVER SHEATHING OVER WD
STUD WALL
TEMPORARILY FOLD -UP 4
SECURE HOU5EW AP (OR
-,P UNDER) at MEAD
. WINDOW FLASHING
INSTALLATION DETAILS
18Kt�
(FULL WRAP
IfiCAl Ps (FRAME)
FOLD HOUSEWRAP-
-IN AT JAMBS 4 SILL
'5LOPE SILL R.O. TO
EXTERIOR
INSTALL 6' SELF -ADHERING
FLASKING OVER NAILING
FLANGE AT JAMBS
EXTEND FLASHING MIN V
BELOW SILL FLEXIBLE
FLASHING
DO NOT SEAL BOTTOM FIN
APPLY OSI WU (0
E42141 ) SEALANT i
WNDOUACM JOINT,
K.UID APPLIED
FLASHMCs ILANCO
WHITE -SEAL IAC -86'3
OR EQ 141
STEP 2
APPLY34s' NOM. CONTINUOUS
6EAD OF SEALANT A7 JAMBS
AND NAD or APPLY t0 BACK
OF WINDOW NAILING FLANGE IN
ALIGN FLEXIBLE- LINE W/ PRE -PUNCHED HOLES
SELF -ADHERING OR SLOTS.
FLASHING W/ INT. EDGE
OF SILL RD. `►
MECKANICALL'
FASTEN FANNEI
EDGES. (CAP NAIL;
STAPLE.
INSTALL SELF-ADKERINC
FLEXIBLE FLASHING AS THE
FLASHING AT THE SILL
(0' SELI=-ADHERING
i OVER VINYL DEAD
IG (WITH END DAMS)
NAILING FLANGE
EXTEND
SELF -ADHERING
FLASKING 1' MIN
BEYOND JAMB
FLASKING
INSTALL VINYL
DRIP CAP
r.71L'1 V LlIL'1 I
Coe Y &-,.I I. "ND
SUPER STRETCH �
BUTYL FLASHING
STEP 4
INSTALL A SILL DAM OVER THE
BUILDING WRAP AT THE SACK OR
THE SILL AND THEN INSTALL THE
SELF -ADHERING STRETCHABLE
FLASHING t APPLY SEALANT At
ENDS OF SILL DAM
NO
INSTALL WINDOW PLUMB,
LEVEL AND SQUARE PER
MANUFACTURERS WRITTEN
INSTRUCTIONS
APPLY MEMBRANE
FLASHING OVER JOINT
INSTALL 6" WIDE ADHESIVE
BACKED FLEXIBLE FLASHING
MATERIAL OVER DRIP CAP JOINT
1PR07ECt0-WRAP 5T-20XL
OR APPROVED EQUAL)
STEP 5
STEP 8 � STEP 9
rtorE:
1. It 15 THE CONTACTORS RESPON5I5ILTY
?0 VERIFY. THE COMPATIBILITY OF ALL
PRODUCTS INCLUDING NOUSEWRAP,
SEALANTS t SELF -ADHERING FLASHING
MATERIALS USED DURING
CONSTRUCTION.
2. INSTALL ALL MATERIALS PER
MANUFACTURERS WRITTEN
SPECIFICATIONS 4 WARRANTY
REQUIREMENTS.
WARNING: SEALANTS AND SELF ADHERED
FLASKING MAY REACT ADVERSELY IF NOT
COMPATIBLE.
A R C H I T E C T S-)
77
D esirn
Group
FAX -407-774-4078
www.abdesigrigroup.com
AA #: 0003325
9tmx)rv. & LOT:
KENSINGTON
RESERVE
(LOT 34)
MODEL:
SANTA ROSA
(VERSION#01)
PROJECT#:
02997.000 034R1
PAGE:
WALL
ASSEMBLY
DETAILS
NOTE: FIDde,5/7/18
SEAL INTERIOR PERIMETER OF WINDOWE: i/4"=1'-0„
WITH SEALANT T
BIIIIIIIIII
�0000000vo
9tmx)rv. & LOT:
KENSINGTON
RESERVE
(LOT 34)
MODEL:
SANTA ROSA
(VERSION#01)
PROJECT#:
02997.000 034R1
PAGE:
WALL
ASSEMBLY
DETAILS
NOTE: FIDde,5/7/18
SEAL INTERIOR PERIMETER OF WINDOWE: i/4"=1'-0„
WITH SEALANT T