HomeMy WebLinkAbout3895 Crawley Down Lp 18-2387 Plans New construction SFHRECORD COPY
REVI€WEB MI; COLI COMPLIANCE
PLANS EXA IM ENR -
DATE
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A PERMIT ISSUED SHALL BE CONSTRUED
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 (
THE BUILDING OFFICIAL FROM T HEREAFTER
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• STATE of FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS
CERTIFIED BUILDING CONTRACTOR:
ABV. ABOVE DATE DESCRIPTION SHEET # DESCRIPTION
LAV. LAVATORY
• FLORIDA BUILDING CODE RESIDENTIAL AIC AIR CONDITIONING LUM. LUMINOUS
RYAN HOMES — ORLANDO ADJ. ADJUSTABLE M.C. MEDICINE CABINET CS COVER SHEET
4307 VINELAND ROAD, SUITE 102 (FBCR}, 6TH EDITION(2017) ALT. ALTERNATE MFR. MANUFACTURER s
-. AMP. AMPERAGE MIN. MINIMUM GN GENERAL NOTES
ORLANDO, FL 32811 •ALL LOCAL' 'AND STATE CODES BD. BOARD MTD. MOUNTED 1 FRONT &REAR ELEVATIONS
C CENTER LINE MIL. METAL 2 LEFT & RIGHT ELEVATIONS
RYAN HOMES — TAMPA - CAB. CABINET N.T.S. - NOT TO SCALE
• OCCUPANCY - RESIDENTIAL, GROUP R3 CLG. CEILING O.C. ON CENTER 3 FIRST FLOOR PLAN
1409 TECH BLVD., SUITE 202 • CONSTRUCTION TYPE — VB III CSR PL PROPERTY LINE 4 SECOND FLOOR PLAN
CONC. CONCRETE P.B. PUSH BUTTON 4.1 STAIR SECTION
TAMPA, FL 33619 •MIN. INTERIOR FINISH — CLASS C GOND. CONDENSER PH. PHONE
• BASIC WIND SPEED - VULT = 150 MPH CPT. CARPET PLT. PLATE 5 FOUNDATION PLAN
D. DRYER PRR.. PAIR
— VASD = 116 MPH C.T. CERAMIC TILE PPLYWOOD 5A FOUNDATION DETAILS
• STATE OF FLORIDA • RISK CATEGORY - II DBL. DOUBLE P.T. PRESSURE TREATED 5B DOWEL PLAN
• EXPOSURE CATEGORY - EXPOSURE C D.G. DUAL GLAZED R. RISER 5C LINTEL PLAN LOTT'S
PROFESSIONAL ARCHITECT: DIA. DIAMETER RAD. RADIUS
• 1—STORY RESIDENCE DIM. DIMENSION R.A.G. RETURN AIR GRILL ( )
DISP. DISPOSAL 5D LINTEL PLAN (CAST—CRETE)
• 2 -STORY RESIDENCE . - MAX. HEIGHT AS PER
JAMES CANTWELL
AR N0. 12079 LOCAL AND STATE CODES DP. DEEP REF. REFRIGERATORDR. DOOR RM. ROOM 5E LINTEL PLAN (QUALITY PRECAST)
D.S. DOWNSPOUT R.O. ROUGH OPENING 6 _ _ FIRST FLOOR FRAMING
SMOKE
A.B. DESIGN GROUP, INC. WIND SPEED & EXPOSURE CATEGORY D.W. DISHWASHER S.H. SINGLE HUNGDETECTOR 7 ROOF FRAMING PLANS
1441, NORTH RONALD REAGAN BLVD. EA. EACH SHT. SHEET 8 ENTRY SECTION DETAIL
BY COMMUNITYELEV. ELEVATION SHTHG. SHEATHING
LONGWOOD, FLORIDA 32750 EQ. EQUAL SHWR. SHOWER 9 FIRST FLOOR ELECTRICAL PLANS
Fax: (407) 774-4078 Tel: (407) 774-6078 EXH. EXHAUST SIM. SIMILAR 9.1 SECOND FLOOR ELECTRICAL PLANS
EXT. EXTERIOR SL SLIDING
AYERSWORTH GLEN 150-B F.G./FX. FIXED GLASS SL GL. SLIDING GLASS SECTIONS/DETAILS
F.G. FUEL GAS STD. STANDARD D1 SECTIONS TT
BAYBERRY WOODS 150—B FIN. FINISH TEMP. TEMPERED GLASS D2 SECTIONS/DETAILS
FLU. FLOOR TTHICK D3 SECTIONS/DETAILS
CARRIAGE -POINT 150—B FLUOR. FLUORESCENT T.O.C.O. TOP OF CURB
CHAMPION'S RESERVE 140-B FGR. FRENCH
OTIINDOOR T.O.P... TOPOFSLAB D4 SECTIONS/DETAILS
CREEK SIDE 140-B GA. GAUGE GAR. DISP. GARBAGE DISPOSAL T N . TYPICAL
rD5 SECTIONS/DETAILS
NOTED
CONTRACT
CYPRESS PRESERVE 139—C D6 SECTIONS DETAILS
DRAWING / CON 1 RACT DOCUMENT G.F.I. INTERRUPTER
-FAULT CIRCUIT OTHERWISE D7 WINDOW SCHEDULE
INTERRUPTER V.P. VAPOR PROOF
REVIEW BY BUILDER HIGHLAND MEADOWS 140—B GL. GLASS W. WASHER WAl WALL ASSEMBLY DETAILS
GYP. BD. GYPSUM BOARD W/ WITH
KENSINGTON RESERVE 140-B H.B. HOSE BIB WD. WOOD WA2 . WALL ASSEMBLY DETAILS
LAKES AT LUCERNE 140—B H.C. HOLLOW CORE WDW. WINDOW
HDR. HEADER W/H WATER HEATER WA3 WALL ASSEMBLY DETAILS
THE BUILDER ASSUMES ALL LIABILITY FOR LUCAYA LAKE CLUB HGT OR HT HEIGHT WT WROUGHT IRON WA4 W
A R C H IT E C TS
Desi n
Grou Ino_
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
StmD1v. & LOT:
KENSINGTON
RESERVE
(IAT #117)
MODEL.
LARGO
(VERSION#01)
PROJECT#:
2997.000
PAGE:
COVER
SHEET
150—C ALL ASSEMBLY DETAILS
INTERPRETATION OF THE CONTRACT DOCUMENTS. IN . INSULATION WA5 WALL ASSEMBLY DETAILS
ARCHITECT
McCORMICK RESERVE 140—B INT. INTERIOR STATE OF FLOI�DA
IF ANY ASPECT OF THE CONSTRUCTION (AS OCOEE PINES 140-B
DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR ORCHID ESTATES 140-B SQ,FT, CALC 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
t
1.
PROCEDURE IS FOR THE BUILDER TO SUBMIT A ��1 �,rQ
SOUTHFORK LAKES. 150-B IST FLR LIVING 904 5a. FT.
WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO VICTORIA TRAIL 140—B 2Np PLR LIVING IIII Sa. FT,
THE ARCHITECT OR ENGINEER FOR CLARIFICATION.
JAM M C
TOTAL LIvINa 2,114 $a. FT. AR 12079 ---
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN THESE PLANS ARE DESIGNED AND ENGINEERED
RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY FOR A WIND SPEED AND EXPOSURE CATEGORY OF ENTRY 40 $a. FT.DATE: 3/28/18
MANNER. AB DESIGN GROUP TAKES NOGARDE 4418 ga. Ft
150—C RESPECTIVELY. IN THE CONDITION THAT
RESPONSIBILITY FOR INTERPRETATIONS OF THIS HOME IS BUILT IN A WIND SPEED AND LANAI 260 SQ. FT. SC 1/4"=1'-0"
CONSTRUCTION BY THE BUILDER WHEN NO RFI's EXPOSURE CATEGORY LESS THAN 150—C, PLEASE SHEET
HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF REFER TO GENERAL NOTES SHEET (GN), SECTION TOTAL 2,923 Sa. FT.
THE CONSTRUCTION BASED ON THE DRAWING SET.
TIMBER, NOTE 20 FOR EXTERIOR .STUD SPACING.
of9
\DOOOOODODI
StmD1v. & LOT:
KENSINGTON
RESERVE
(IAT #117)
MODEL.
LARGO
(VERSION#01)
PROJECT#:
2997.000
PAGE:
COVER
SHEET
150—C ALL ASSEMBLY DETAILS
INTERPRETATION OF THE CONTRACT DOCUMENTS. IN . INSULATION WA5 WALL ASSEMBLY DETAILS
ARCHITECT
McCORMICK RESERVE 140—B INT. INTERIOR STATE OF FLOI�DA
IF ANY ASPECT OF THE CONSTRUCTION (AS OCOEE PINES 140-B
DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR ORCHID ESTATES 140-B SQ,FT, CALC 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
t
1.
PROCEDURE IS FOR THE BUILDER TO SUBMIT A ��1 �,rQ
SOUTHFORK LAKES. 150-B IST FLR LIVING 904 5a. FT.
WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO VICTORIA TRAIL 140—B 2Np PLR LIVING IIII Sa. FT,
THE ARCHITECT OR ENGINEER FOR CLARIFICATION.
JAM M C
TOTAL LIvINa 2,114 $a. FT. AR 12079 ---
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN THESE PLANS ARE DESIGNED AND ENGINEERED
RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY FOR A WIND SPEED AND EXPOSURE CATEGORY OF ENTRY 40 $a. FT.DATE: 3/28/18
MANNER. AB DESIGN GROUP TAKES NOGARDE 4418 ga. Ft
150—C RESPECTIVELY. IN THE CONDITION THAT
RESPONSIBILITY FOR INTERPRETATIONS OF THIS HOME IS BUILT IN A WIND SPEED AND LANAI 260 SQ. FT. SC 1/4"=1'-0"
CONSTRUCTION BY THE BUILDER WHEN NO RFI's EXPOSURE CATEGORY LESS THAN 150—C, PLEASE SHEET
HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF REFER TO GENERAL NOTES SHEET (GN), SECTION TOTAL 2,923 Sa. FT.
THE CONSTRUCTION BASED ON THE DRAWING SET.
TIMBER, NOTE 20 FOR EXTERIOR .STUD SPACING.
of9
GENERAL NOTES
ROOFLIVE LOADS ..
21.
C.I.
"" MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301 A 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 W.
16.
TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQU RING
D.I.
FIBERGLASS SHINGLES 17
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.
E.
WIND LOAD CRITERIA
F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF)
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 M14MUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN
A FLOOR LIVE LOADS�PSF1
GROUT SHALL BE IN ACCORDANCE WITH ASTM 0476 STANDARD SPECIFICATIONS FOR GROUT FOR MASONOR 3000 PSI PEA ROCK
RY
STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED
Al. SLEEPING ROOMS
30
8.
CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION
GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND M OF THE FBCR 2017, 6TH EDITION.
TO LI240.
A2 ATTICS WI STORAGE
20
STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
A3. ATTICS WIOUT 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 ACORROSION RESISTANT
A4. POOLROOMS
75
2.
REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
" FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6.
POLYMER PLANT.
A5. BALCONIES
40
" 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 ERRORSAND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL
A6. DECKS
40
MASONRY
19.
ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE 'SIMPSOW STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL
A7. STAIRS
40
• PIPE SUPPORTS SHALL BE A MAXI MUM OF 32' HORIZONTALLY, AND 10' VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION2017
EDITION()
DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICA11ON OF THE WORK ALSO SEE'DRAWINIGICONTRACT DOCUMENT REVIEW
CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG.
A.B. ALL OTHER ROOMS
40
BY BUILDER' NOTE ON COVER SHEET (CS).
1.
MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 4021 ACI 5301 ASCE 5.
20.
DRAFTSTOPPING TO COMPLY W1 FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE
B. FLOOR DEAD LOADS
�PSF}
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25'.
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 (92AM').
BA. 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
5.
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOCK AT ENDS. STAGGER SPLICES AT LEAST 25'
MASONRY UNITS MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI
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
C.
MAXIMUM STUD LOAD CAPACITY (SYP #2)
FRAME WALL HEIGHT @ 8'-0"
WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 150MPH/B 150MPH/C 160MPH/C
2X4 STUD SPACING @ 16' O.C. @ 16' O.C. @ 12' O.C. @ 16' O.C. @ 12' O.C. N/A
ROOFLIVE LOADS ..
21.
C.I.
"" MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301 A OF THE FBCR, 6TH EDITION (2017).
3.
OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
D.
ROOF DEAD LOAD IpSF)
4.
MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM 0270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
D.I.
FIBERGLASS SHINGLES 17
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
@ 16'0.C.
@ 16'0.C.
@ 16' O.C.
THAN % INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES.
E.
WIND LOAD CRITERIA
F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF)
REINFORCING STEEL
E 1
BASIC WIND SPEED VULT =150 MPH VASD =116 MPH
6
GROUT SHALL BE IN ACCORDANCE WITH ASTM 0476 STANDARD SPECIFICATIONS FOR GROUT FOR MASONOR 3000 PSI PEA ROCK
RY
ARCHITECTS -)
GDesign
rup �nc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
E.2. EXPOSURE CATEGORY C
CONCRETE PER SPECIFICATIONS AN] THE
PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017)
EA WIND DIRECTIONALITY FACTOR (KD) 0.85
1
22. IN VENTED 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; -pi) 0.18
7.
FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND10R VERTICAL REINFORCING.
2x6 STUD SPACING
@ 16' O.C.
@ 16' O.C.
@ 16' O.C.
@ 16'0.C.
@ 16'0.C.
@ 16' O.C.
ARCHITECTS -)
GDesign
rup �nc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
E.2. EXPOSURE CATEGORY C
CONCRETE PER SPECIFICATIONS AN] THE
PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017)
EA WIND DIRECTIONALITY FACTOR (KD) 0.85
1
22. IN VENTED 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; -pi) 0.18
7.
FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND10R VERTICAL REINFORCING.
E.S. OPEN BUILDINGS 0.00
PLUMBING
EA ENCLOSED BUILDINGS t0.18
8.
MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN.
F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF)
REINFORCING STEEL
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
F.1. GUARDRAILS AND HANDRAILS 200
F.2 GUARDRAILS IN-FILLCOMPONENTS 50
2. WATER SUPPLY LINES SHALL BE:
GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND M 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 ALL DIMENSIONS 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 ERRORSAND 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 112 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 HELD 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 k9tmj IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL
• PIPE SUPPORTS SHALL BE A MAXI MUM OF 32' HORIZONTALLY, AND 10' VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION2017
EDITION()
DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICA11ON OF THE WORK ALSO SEE'DRAWINIGICONTRACT 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 ( � 201
" CONDENSATION LIMES SHALL BE MINIMUM /. PVC (SCHEDULE 40), INSULATED WITH � AMAFLIX+ ■ .
BY BUILDER' NOTE ON COVER SHEET (CS).
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 NNMUM/: PVC (SCHEDULE 40), INSULATED WI THA' AMAFLEX.
5.
THE ARCHITECTIENG GER 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'.
ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
4. SHOWER HEADS SHALL HAVE A FLOW 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 HOCK 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 MEMBERSARE 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 (2011).
8.
THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER
B. CONCRETE EXPOSED TO EARTH OR WEATHER
B.I. 05, 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.I. #11 AND SMALLER'
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
D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS
10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR,
CODE RESIDENTIAL, 6TH EDITION (2017).
8TH 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.
2 -STORY GYPSUM BOARD
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 R312.21 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 NFPA 70, NEC 2014 EDITION!
GARAGES AND CARPORTS
A 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
V
EXTERIOR FINISHES
A ENGINEERED FOR 150 MPH MIM WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
4.
75% OF LIGHTING MUST BE ENERGY EFFICENT 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 8302.5.1: 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
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTTONEDAND MIXED IN ACCORDANCE WITH ASTWC926
318 INCITES THICK, OR 20 -MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1
7.
REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL.
8.
NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED 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 LI MI TED 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 JOINTS - KICK -OUT DETAILS
OPENINGS INTO THE GARAGE.
1' FLASHING - HORIZONTAL LATH AND PAPER DETAILS
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 ATTIC AREA 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 %-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
EQUIVALENT.
- WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS
!
SITE WORK
OR11
A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
WINDOW FLASHING DETAILS
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
B.I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
SHALL BE INSTALLED PER ASTM-C1063-11AAND R703 OF THE FBCR, 6TH EDITION (2017)
L
REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS
C. SOUTHERN PINE INSPECTION BUREAU:
C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (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 I MPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES.
D. TRUSS PLATE INSTITUTE:
ASTM -C-1063
THE SOILS REPORT AND CML DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIMSEE LANDSCAPE DRAWINGS FOR FINIAL FINISH GRADES, PLANTINGAND IRRIGATION.
DA. 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 -C-1063
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
EA. ENGINEERED WOOD CONSTRUCTION GUIDE
BE V- 0' BELOW FINISH GRADE (MIM}. 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 #t2 (MIN.) MACHINE GRADE LUMBER, UNO.
PRIOR TO START OF CONSTRUCTION AB DESIGN GROUP SHALL TAKE 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 WITH PARTICULAR EMPHASIS ON EXTERIOR
4.
ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LI MTED T0; RAFTERS, VERTICAL STRON GBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS.
CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS.
5.
NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. -
3.
LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE 42) OR BETTER (UNLESS NOTED OTHERWISE).
CONSTRUCTION OBSERVATION
6.
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
4.
ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.5.
MINIMUM MAILING PER FBCR 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS.
1. CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADM NSTRATI ON SERVICES ARE NOT APART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT.
-
7.
COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
6.
ALL BOLTS SHALL HAVE MIN MUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN 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/ CONTRACTOR'S
8.
DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR
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.
EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE.
8.
FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16"038 EXPOSURE -1 OR 112' CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS
10.
THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
GREATER THAN 16' ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
11.
THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED
9•
FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 518" OSB EXPOSURE -1 OR 518' CDX PLYWOOD OR 15132' APArRATED O.S.R SHEATHING. PROVIDE PANEL -CLIPS
SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
AT MID -SPAN FOR SPANS GREATER THAN WON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
12.
SWI MMING POOL, DECK SPA. AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
10.
FLOOR SHEATHING SHALL BE STRUCTURAL GRADE %+" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01
SHALL ONLY BE USED.
CONCRETE
11.
WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE -1 OR 112' CDX PLYWOOD OR 15132' APA -RATED O.S.B. OR 112 'ZIP BOARD SYSTEM, INSTALLED PER
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
MANUFACTURER SPECIFICATIONS.
REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
12.
MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MN MUM AREA SHALL BE 8 FT. SQ
2.
ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED
OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2
13.
PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
3.
ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM 033-03. MAXIMUM AGGREGATE SIZE SHALL BE'/; .
14.
AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (FIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR
THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS
4.
PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER
AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OFANY SUCH
CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WFEN NO R.F.I. IS GIVEN TO ARCHITECT.
5.
BRACE FOUNDATION WALLS, RETAINING WAILS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
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 BYA PROFESSIONAL CIVIL OR STRUCTURAL
ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION.
CONTROL DATE. 01/01/18
ARCHITECTS -)
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1441 N. RONALD REAGAN BLVD.
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PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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KENSINGTON
RESERVE
(LOT #117)
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88 SQ. FT.
NET FREE VENTILATION AREA REQUIRED (1/150)
0.59 SQ.FT.
REQUIRED VENTILATION AREA (0.59 x 144)
84.5 SUN.
SOFFIT VENT VENTILATION PER LF
11.74 SQ.IN./LF
REQUIRED IF OF SOFFIT VENTILATION
8
LF
PROVIDED LF OF SOFFIT VENTILATION
44
LF
2ND FLOOR ATTIC VENT
CALLS
AREA OF ATTIC
1250 SQ.FT,
NET FREE VENTILATION AREA REQUIRED (1/30O)
4.17 SUL
REQUIRED VENTILATION AREA (4.17 x 144)
600.0 SQ.IN.
MIN. REQUIRED VENTILATION IN UPPER
PORTION OF ATTIC (0.5 x 600.0)
300.0 SUN.
OFF RIDGE VENTILATION AREA
115 SQ.IN./VENT
SOFFIT VENT VENTILATION PER LF
11.74 SQ-IN./LF
TOTAL # OF VENTS REQUIRED
2,81
TOTAL ## OF VENTS PROVIDED
3
REQUIRED SQIN VENTILATION IN TOP OF ROOF
300
SQ.IN.
REQUIRED LF OF SOFFIT VENTILATION
26
LF
PROVIDED LF OF SOFFIT VENTILATION
151
LF
LANAI ATTIC VENT CALCS
AREA OF ATTIC
300 SQ. FT.
NET FREE VENTILATION AREA REQUIRED (1/150)
2.00 SQ -
FT -REQUIRED VENTILATION AREA (2.00 x 144)
288.0 SUN.
SOFFIT VENT VENTILATION PER LF
11.74 SQ.IN./LF
REQUIRED LF OF SOFFIT VENTILATION
25
LF
PROVIDED LF OF SOFFIT VENTILATION
50
LF
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9' -4' 5RCG- HGT. - - 3' _ 4' BRIs. I--I�st.
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260
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VULT=150 / VASD=116 MPH
13. INTERNAL PRESSURE COEFFICENT■+ .10
G. RISK CATEGORY=TYPE If
D. EXPOSURE CATEGORY C
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www.abdesigngroup.com
AA #: 0003325
SXMDiV. & LrO r.
KENSINGTON
RESERVE
(LOT #117)
MODEL,:
LARGO
(VERSION#01)
PROJECTIP:
2997.000
PAGE:
FLOOR PLAN
"ELEVATION—C"
(ELC)
ARCHITECT:
STATE OF FLORIDA
iwR 29
J CANTWB_L
NO 12079
DAT �3/28/18
39C :1/4"-1'_0"
SHEET
t or9 19
�00000000�
SXMDiV. & LrO r.
KENSINGTON
RESERVE
(LOT #117)
MODEL,:
LARGO
(VERSION#01)
PROJECTIP:
2997.000
PAGE:
FLOOR PLAN
"ELEVATION—C"
(ELC)
ARCHITECT:
STATE OF FLORIDA
iwR 29
J CANTWB_L
NO 12079
DAT �3/28/18
39C :1/4"-1'_0"
SHEET
t or9 19
NOTE:
I. PRfOR TO DRYWALL MTALLATk;N ON ALL FR4MING "MRS RS 2'-®' FROM THE FNk%4
FLOOR WILL BE SMAYED AND TREATED W/'BORATE' A TEi�'9ITE TREATED SPRAY
ARCHITECTS
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
C UPONENT AND CLADDNQ WILD I GADS BA910 WIND EVOSLIF E
FOR 3 8ECC D OLSM
CALJ. 0
AM
c eeK�l mm
2
Nm ww
1
30
l2 64
5
29!02/-38.15
5
L4
15
4
28.65/-3U4
SS
15
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5
28.65/-3185
2
s
3950 -SW
5
28.65/-3785
?EMP, EGRESS
3
15
3 -
4
28.65/-31.14
TEMP
4
15
EGRESS
5
28.65/-3'f85
4A
15
34
28.65/-3U4
5
12
3040-614
5
2SM-3810
TEMP
6
3059 -SH
4
28.65/-3U4
EGESS
WIND DESIGN CRITERIA
A.
BASIC WIND SPEED MPH (3 SECOND GUST)
VULT=150 / VASD =116 MPH
5.
INTERNAL PRESSURE COEFFICENT■ a .18
a
RISK CATEGORY ■ TYPE If
D.
EXPOSURE CATEGORY G
NOTE:
VALUES FoR COMPONENTS 4 CLADDING PRESSURE ARE
BASED ON
THE Wit DESIGN WIND SPEED. I=BCIR, 6t44 ED. (2011) ALLOWS THESE
PRESSURES TO BE MULTIPLIED BY Ob TO MEET THE ALLOWABLE OR
NOMINAL TESTED VALUES USED BY PRODUCT MA PACTURSRS.
NOTE:
I. PRfOR TO DRYWALL MTALLATk;N ON ALL FR4MING "MRS RS 2'-®' FROM THE FNk%4
FLOOR WILL BE SMAYED AND TREATED W/'BORATE' A TEi�'9ITE TREATED SPRAY
ARCHITECTS
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SXMDIV. & LrOT:
KENSINGTON
RESERVE
(IAT #117)
MODEL:
LARGO
(VERSION#01)
PROJZCT#:
2997.000
PAGE:
SECOND
FLOOR PLAN
(ELC)
&H'T
ECTSTAFLORIDA
J C
N012073
DA /28/18
SCALL: 1/4"=1'-0"
SEMLT
4 or
9
X000000000/
SXMDIV. & LrOT:
KENSINGTON
RESERVE
(IAT #117)
MODEL:
LARGO
(VERSION#01)
PROJZCT#:
2997.000
PAGE:
SECOND
FLOOR PLAN
(ELC)
&H'T
ECTSTAFLORIDA
J C
N012073
DA /28/18
SCALL: 1/4"=1'-0"
SEMLT
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9
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\ ��Ei'oNDa
STAIR DATA: 00
17 RISERS @7.57 3/4' T$G SUES FLOOD GLUED 4
16 TREADS 010" +1 " NOSING ~lo, NAILED
- ---------------------------------
13H
STAIR SECTION: 9'-4" BRG. HT,
SCALE: I/2 = I'-0•
SUBDIV. 8e LAT:
KENSINGTON
RESERVE
(LOT #117)
MODEL:
LARGO
(VERSION#01)
PROJECT:
2997.000
PAGE:
STAIR
SECTION
ARCHTECT=
STATE Of: FLOINDA
JAMM91
AR 12079 so
aA ;��28/i8
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SCALE: 1/4 = I' -m'
NOTE: AIC LINES FROM WIT TO CONDENSER TO BE RN
UNDERNE4T4 SLAB OR OVERHEAD PER FIELD CONDITIONS
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AA #: 0003325
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24'x24'xl2' CONC, Fr&
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F O PLAN.
SCALE: 1/4 = I' -m'
NOTE: AIC LINES FROM WIT TO CONDENSER TO BE RN
UNDERNE4T4 SLAB OR OVERHEAD PER FIELD CONDITIONS
rkRCHITECTS
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AA #: 0003325
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KENSINGTON
RESERVE
(LOT #117)
MODEL
LARGO
(VERSION#01)
PROJECT#:
2997.000
PAGE:
FOUNDATION
PLAN
"ELEVATION—C"
ARCHITECT=
STATE OF FLOFIDA
I to
J
i 12079
,✓� 3/28/18
aC:X41.=1,_O
"DA
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TDfnJIED C23 E NTWA COATINIS W % IlSSAFt VNIItICALLY w COPIC. TEXIUIEp CE"IBNTI A COATM6
FUR (A6TM CW6) (TYPJ FDCLP D CELL PER fA6TM CWO) ITYPJ ( P8,44 D CEtLVERTICO4LL.Y w
R-13 INSULATION MK----R-4J INGUL. MIN. R-13 INULATION MIN.
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T7•XTRJIlEt� cEr�rlttdJs COATING
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R -Q I "- MM. In, GYP. u- so. z Wl P Cm w CON_ POURED CELL
--R-4J PWJL MM. Irl, GYP. 11L, �. a PER (ASTM C926) ITYPJ
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TEXTLIED xOEh1@lTIOUm COATMG uJOOp �`N 1 E)CtuRW CE"ElNT10Um COATING 1 E)C1LIEp GL°11MNTIOU6 C:OAtUk3 VY Off P. Lt- CO.
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r Gt"fu w HT. PLATE TO OL.K w kWl' 3'_®1 m al►' C2 AJ -, CPR! Gk"GZIIlE IST: PLATE ro 13LIC w;'x1'
n V!' 32'MXl'
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d $ +WEIo�M Dc�pE 6 24' AMV.ORA♦ AMY. GRADE
z z F 3 lrl' CONC. FEW. w 65x6' IL1AdR1r4 � d z 9 ° � d ♦ ♦ � � ° a 3 V1' CONS, REIM'- w 6566'
`• , IWJ■ OR 1511112" MSH ON *-MIL POLY 11 i L POLY ETH111I7�
r L _
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WL4xQlA WLLF OR FI ON WL4xU1.41L11F OR ON �-M 3 SLOPE a : ' . a WELL-4'OI ipACTED OLEAN TEI�MIIE a a WA7d114 r11� OR ON p 3WL4xIL1A� WF OR 14 BI0 FI CN •
a a . i -ML POLY ETHYL.Et� YAPO! ♦ a+d _ bA'11L F'OLY ETiIYLEME YaPON Q TED FILL WWW POLY E�FMISWIE M4 CN ■ ■ _ � 3 V7• GGNG� ORFW/ 65x6' 4 MAX. SLOPE VAPOR MAI�J! ON
d . - ♦ d 6 -ML POLY 1eTHYL1TE VAPOR • ' . • . -MIL POLY ETI4YLJ!NE VAPOR M.L-COPPACTEIP CLEAN
MARFRAM ON WELL-COMPAGTED HARRIER ON ILELL-0"ACTED _ L I a (1) xb REBAR GONfMIJOU6 WHETI - a
BARRIER ON W°-COMPACt� x_ ` ° • ' D A1lRER ON • 4 a OARI ER ON_ R'iliE TREATED 1
cLEArI TERMIR' TREATED PILL CLEAN tll'JO'iITE TpEAtEp FILL ® I —) 1500186 FIEIGFIT E>'oC�Db 30' AMY. GLEAf1 tER11T'E 7REAtEp FILL WELL-Gd1f'AGTED CLEAN
Q - tU'6 RKMAR
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O (2J +5 R.DAR ON Q3.401G in (3)1% REBAR ON C AMlG (3 �! ROMM R6 EStCEEDO 30' AI!A/.
Bl L 4' 6' 6' ' (3) % REBAR ON CHAIRS
3' MIN. COVER
EXTENDED FOOTING
1—STORY FOOTING. 1—STORY FOOTING LANAI/ENTRY 2 -STORY FOOTING 2—STORY FOOTING 2—STORY FORTING
1 W BLOCK WALL 1A W FRAME WALL 1B W/ BLOCK WALL 1C STEP—UP 1—STORY W BLOCK WALL 2 W FRAME WALL 2 W BLOCK WALL
" FAJi DAL L SOLD FOR 1) �5 ROOM w W04% MAX, M STRJDS li' O� MAX S1UD6 li' Olw MAX
3 IQ COIN_ GL45 OR E]t1IR1=1J3ialu aF o" to CONC. Paump CELL (VERY
PAVERS PER M M "IC6 A1'sO4 CONDffM PER PLAN) ■ ■ ■
CO_UMl / MMT 3 Lrl GONG. REW w 65x6 3 �' COW... RSI RWWAP OP GARAGE OP GARA018
(U 45 ROMAR VERTICALLY IEP cE PER PLAN R -4J MGIL. MILL PER PLAN. WIAAUTA W1t OR PbER'1ESIV 6Ml�GH ON 6644� V.�ED WWM4 OLOPE V U71A OLOPE
w GONG; POUR:p CELL T1 XriJIED CST"67Nrkm w ON 6 -ML POLY ETHYLENE ST DS 16' = MAx
POLY ETHYLENE VAPOR
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3 BELL-GOMPACTE7 5 14' w WEND OF GARAGE VAIQIE6 WIN SLOPE w�xY ANCWM MOLT w 22 ,p w x9' ANOHOR MOLT w 2'
TEXTIAQED GETE7YrI0U0 a x1 TEiO'41TE TREATED FILL CLEAN TM11111 1'E VARIES WITH SLOPE WAGFER GET M 61'PGON WW m WA R GET IN SIMPGM HIGH
COATMC3 PER (A81M G86) 6' Cm m p p FILL GECURE W. PLATE TO GLAM STRE W14 EPDXY 6' OtSED. GTRENS114 EPDXY i' ET RED.
f Tn'J Irl' dYP: WL MD. SECURE ML PLATE TO GLAD w �'xg' ANCHOR MOLL 111120 MIK w 32'm > MM. w WOO AK
o lu o w %x1' ANCHOR MOLT w 2' WAGFEIt SET M SITGON
m 61 C!'Il Ix E WOOD M111GE q WASFER Wt IN 611IM N HICiFV HKiH 6TPS NMW EPDXY 6' m e. ♦ n
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1! Ji'IlE
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bre FklQ C M YAW Ck � FOUNDATION w t2J �5 RE!!AR 1'-5' E If
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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
STEP—UP 2 -STORY W BLOCK WALL AT ENTRY LANAI NON-BEARING 2—STORY L.B.W. i—STORY L.B.W. 2 -STORY I�B.W.
2C 2D 3 ' •-� 4
&L&UMMLL &L—lq��� 5
FCIIR "LL.111LIP FOR
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r_� TERMIl _ _
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' WL4xU A UW OR r-100 1'E6H - UN.4xdt114 uta= OR FIpFJ> GH ap f 3 1/2' WNO. IEINr w 6"x6' w •." ,
ON 6 -ML POLY ETHYLENE . ,. ON 6 -MIL POLY ETHYLENE u1AxVU WW OR FIaERMEGH AT FRONT PORCHES
a : ' VAPOR MARKER ON - - ' ' ' a - WE H AT atoll ?J (1; �5 ROMM ON CAAIR6Vnf APOR CARQRIER ON WELL-CAMPAGTEp GLEAN • • • OVM� E ETE
ILL-GOFPAGTED CLEAN Iba rE! G1bIG Y/IQ OGi
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6 AT ��GE
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_ STREJ(iTH FJ°OD(Y 6 B10ED. MIN
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,
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TEW11I TREATED FILL p_®1 1 LLELL-COMPACTED CLEAN "� 6 -MIL POLY ETi F11EdE Y.4PiOR a ♦ ' 4
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1—STORY FOOTING 2—STORY FOOTING EXT. /INT. FRAME WALL TO TYP. RETROFIT FOR
77 VARM PER EL.EV.
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._
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3' 3' - - f b REBAR ON CkLdJRm
L • d GfAPJ1•!!D MOND MEAM
d (2) % FROMM, w I-6YORV
C :r (3) xb REAR w 2-OTORI' d
4
• ;r •. \\/\ \\\\ GAS LINE d a OUTRIDE REBAR TO ME _ _ fU�� VERrICALLY w COV_
CELL
1 " PVC SLEEVE FOR GAG LINE
R -4J MGIL. MIK
/ • / /
/\ / /\ • •. - • ° a 6' CMI!
(l) 05-CONT,�� •�. d
>: °W= DAM
141 I�xIW l _ 2'-P MIN. LAP Q 3 Irl CONS. REINF Ill i xi , • - -
SHOWER RECESS FOOTER W
� � u11AaaI14 ulr OR 1hCER"E8H GN
iJ GCALF+ r.1' -O' 4100E SAGE `' i 6 -ML POLY EfHYt i7 VAPOR L d.E(WOUT REQUIRED ° a .• CLEANOUT REGIUISM
@-�WR LAP AT FOOTING A BARRIER TENON 11w t -COMPACTED
fi�DCASPOR INGPEC:TION POR IN6PERION
� L
I' lECEG6 - d a • • a z T T
GQxD. TRAGIC Q - q � !� � -• �� 7r a •
6' i--I+10H FLOOIF a d 6' PVC GFL4GE TRW FOOTING O'-0' FIN 1"LI! D'-0' PIN. KA
m c
a : d. (U�5 VEJGt DOIIAJ. d �. •G a o tOIdOIGfYatldl%1L. a a '4 TRE VERTICAL RIJIR
• ' d a • TO HORIYATIONAL
d.: REMAR w 10' HOOK d : FROMM w 10' HOCK
• '- ,' a. c d LAPPED w COINp MG4M - .
(1) x5 REBAR AT C40PNM (2) I ON GHAIG6 • a 4 . q '
d w 25' LAP MIN. 2-6Ti0R1' '
• . ; g a +51EMAR ON CHAIRS >_
_ d
4 a HORIZONTAL- VERTICAL
1—STORY FOOTING HORIZONTAL/ VERTICAL REINFORCING AT
SLAB AT S.G.D. GAS LINE THRU BLOCK TVP. REBAR LAP W BLOCK WALL E REINFORCING F BEARING CHANGE
1 GGalta w.r�' G AT LINTEL CORNERS D '
Design
Group Inc.
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�
�I"I'I'lII
\000000000
stmDrv. x86 LOT:
KENSINGTON
RESERVE
(]LOT #117)
MODEL:
LARGO
(VERSION#01)
PROJECTAI:
2997.000
PAGE:
FOUNDATION
DETAILS
nRcHrtEcr.
STATE OF ROFIDA
11MIR, 'All,
Jt IESAR 12079
L
DA 3/28/18
uC : 1/4"=1'-0"
SEMET
5 Aor
11,
113
19'-S'
' 8'
r
i
ARCHITECTS
FAX:407-774-4078
www.abdesigngroup.com
AA M 0003325
0
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT #117)
MODEL
LARGO
(VERSION#01)
PROJECT#:
2997.000
PAGE:
DOWEL
PLAN
"ELEVATION -C"
ARCHITECT
STATE OF FLOFM
J CAN TWELL
AR NO 12079
DA :
/(4/28/18
SC , :1/41.=1,_O„
SHEET
5Bor
1
,000000000
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT #117)
MODEL
LARGO
(VERSION#01)
PROJECT#:
2997.000
PAGE:
DOWEL
PLAN
"ELEVATION -C"
ARCHITECT
STATE OF FLOFM
J CAN TWELL
AR NO 12079
DA :
/(4/28/18
SC , :1/41.=1,_O„
SHEET
5Bor
a
tit
N
IP -4' Recast h8 620 HR- NOT RECCII ENIDED
- -
Q' -V
12'-6'
&-4'
14'-0
41-5' -
b'4
rT'4
191-4'
201-P
21'-4'
22'-4'
24'-0
at
425
89L
-
TABLE No. 11
51.0'
Precast
391
914
PRECAST
(2).2
W-4'
Prerast
354
145
SAFE WORKING LATERAL LOADS (PLF)
Prestressed
14
Precast
211
583
(2) 2
- -
6914'
Recast
-- 192
B" x 8" LINTELS
- - -
TAY
PRECAST
(2)2
-
- - - - - -
- - -"�- - - - - - -
- - - -- - - - - - W
T
2111
3386
3386
LAPEL -
SAFE LATERAL LOADS
(PLFI
LINTEL
-
54M LATERAL LOADS
(PLF)
1343
2165
2165
2608
2608
4'-9'
3'-4'
1 PRECAST
(2) 2
- M-2
1 1732
2011
V DOOR
a' DOOR
2421
5'-4'
4'-V'
PRECAST
(2).3
(2)2
Total
TWO
a A -IN
64D
total LergU,
5-10'
_
Ts- -
HEADER
44DM
- f2) -2
860
1423
1423
14101 1
_
L erylh
S -0'
.PLA
SOLD
(2) 2
140
1293
PLAN
SOLID
- 1405
6'4'
S'-2'
PRECAST
(2) 44
(Z) 2
2'-10'
Precast
1998 -
3%4
3'-a'
6'-B'
P,_j t
TIM
2011
(2) 2
682
1184
1184
10811295
S-6'
Precast
1168
2418
4'-0'
5TO
PrwAst -
- Yam
IbT1
1082
T.V
6'-4'
- PRECAST
(2)'4
(2)2
4'.0'
Recaet
844
1674
4'-Y
d-0'
Precast
661
521
(2)2
515
902
I
M
984
8'-4'
T-0-
PRECAST
(2) V
(2; P)
488
851
SDI
648
WT
9'4'
i.f[11\�AI
-
I
-
_
W-6'
Precast
b38
866 -
4'-4-
10 b'
Precast
l85
Be&
(2) 2
354
618
618
380.1
613
T-4'
10-0'
PRECAST
(2)s
(2)9
35
561
561
317
601
17'-0'
10'-5'
PRECAST
(2)'S
(2).3
4-e'
Precast
aeb
863
4'-V
17'-6'
Precast -
b59
N68
(2).3
271
498
.498
251
M
8-4'
Precast
666
D85
8'-a'
255
Precast
bw
m
442
W-0'
121,8'
PRECAST
(2) R
-(2)45
5'-10'
Precast
543
WS
W -a'
W-81
Precast
604
964
(2) 2
NR
AB
418
2'30
446
6'-4'
Precast
- 634.
664.
T-6' -
NR
Precast
477
787
401
11'-4'
Nr' -0
PFE81 E°SED
(21 b
(2) 2
6'-6'
- Rust
612
vm
V_V
19'-4'
Precast
3%
664
(2) 9
_ I qq qq 6c1'4'
- I �i� i�-iT"t -
- -
6r/(Jlf/ I I
ow
61
254
6'-8'
Precast
3b
Lm
7�B'
201
F'rem6t -
286
535
-
211-4'
20'-0' F'IESTRf'68ED
!2)'
011.3
NR
.117
til
.101
20a
22'-0'
20'-8' PIIE61RE'38ED
_
(21.3
1'-6'
Precast
446
938
1%
14'-0' 22'-6'
1 PRI -_50 68ED
(2115
(219
HR
w
LW
84
IP -4' Recast h8 620 HR- NOT RECCII ENIDED
- -
Q' -V
12'-6'
&-4'
14'-0
41-5' -
b'4
rT'4
191-4'
201-P
21'-4'
22'-4'
24'-0
at
425
89L
-
LINTEL CLEAR LINTEL 1Y"PE
LEHG14 SPAN -
-
51.0'
Precast
391
914
PRECAST
(2).2
W-4'
Prerast
354
145
- - -
Prestressed
14
Precast
211
583
(2) 2
- -
6914'
Recast
-- 192
453 -
- - -
IP -4' Recast h8 620 HR- NOT RECCII ENIDED
- -
Q' -V
12'-6'
&-4'
14'-0
41-5' -
b'4
rT'4
191-4'
201-P
21'-4'
22'-4'
24'-0
Recast
TABLE No. 1
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8' x 8" LINTELS
COMMENTS
- - - -
- - -
-
LINTEL CLEAR LINTEL 1Y"PE
LEHG14 SPAN -
-
LINTEL STEEL
BOTTOM BAR TOP BAR
UNFILLED GRAVITY GRAVITY V LFT WLFT
GRAVITY GAFAGrtY CAFACItt CAPAGTY CAPACITY
CAPACITY NSL (0750 (U15L (115U U5L (175U (I) -,L (2P5U
2..W.
1'4'
PRECAST
(2).2
(2) 2
4248
1809
1809
- 8829
Prestressed
N -b'
2'-2'
PRECAST
- (2) 2
(2) 2
2415
M31
- 3831
4815
- 48r,
4'-0'
TAY
PRECAST
(2)2
M-2
TIB3
ml
2111
3386
3386
W-6'
3'-Y
PRECAST
(2)2
(2)2
1343
2165
2165
2608
2608
4'-9'
3'-4'
1 PRECAST
(2) 2
- M-2
1 1732
2011
208
2421
2421
5'-4'
4'-V'
PRECAST
(2).3
(2)2
10®6
- 1651
1651
64D
1881
5-10'
4'-6'
PRECAST
(2) 9
- f2) -2
860
1423
1423
14101 1
1609
6'4'
S -0'
F E'CAST
(2) -4
(2) 2
140
1293
1783
1716
- 1405
6'4'
S'-2'
PRECAST
(2) 44
(Z) 2
710
1232
1232
1148
1348
6'-B'
5'4'
PRECAST
- (2) -4
(2) 2
682
1184
1184
10811295
1-6'
6'-Y
PRECAST
(2) 4
-(2)12
5TO
'Al
991
825
1082
T.V
6'-4'
- PRECAST
(2)'4
(2)2
551
959
959
184
1041
d-0'
61-8'
PRECAST
014
(2)2
515
902
902
M
984
8'-4'
T-0-
PRECAST
(2) V
(2; P)
488
851
SDI
648
WT
9'4'
W-0'
PRECAST
M-4
(2) 2
416
126
126
499
190
10 b'
4-2'
PRECAST
(2) M
(2) 2
354
618
618
380.1
613
T-4'
10-0'
PRECAST
(2)s
(2)9
35
561
561
317
601
17'-0'
10'-5'
PRECAST
(2)'S
(2).3
292
53 -
5L5
m
%I
17'-6'
T-2'
PRECAST
MID
(2).3
271
498
.498
251
M
W-4'
121-0'
PRECAST 1
0-1
(219
255
456
458
214
442
W-0'
121,8'
PRECAST
(2) R
-(2)45
239
430 1
430
190
595
W-81
61-W
P.ESNMOED
a) 04
(2) 2
NR
AB
418
2'30
446
V41'
I 14'-0'
PEVRIL SED
-(7)04
(2) 2
NR
319
319
210
401
11'-4'
Nr' -0
PFE81 E°SED
(21 b
(2) 2
NR
288
286
163
311
19'-4'
16'-0'
PFEWRE68ED
(2) 8)
(2) 9
NR
224
224
61
254
Z0'-0' B' -a'
PEO AENED
(2)'
(2) 9
RLR
201
207
TYl
231
211-4'
20'-0' F'IESTRf'68ED
!2)'
011.3
NR
.117
til
.101
20a
22'-0'
20'-8' PIIE61RE'38ED
(2)'
(21.3
NR
*4
164
10D
1%
14'-0' 22'-6'
1 PRI -_50 68ED
(2115
(219
HR
w
LW
84
- 163
IP -4' Recast h8 620 HR- NOT RECCII ENIDED
- -
Q' -V
12'-6'
&-4'
14'-0
41-5' -
b'4
rT'4
191-4'
201-P
21'-4'
22'-4'
24'-0
Recast
164
COMMENTS
- - - -
- - -
-
Precast
143
504
Recast
116
404
Recast
99
397
Restreesed
NA
941
Prestressed
NA
302
Restrmsed
NA
213 -
Prestrmeed
NA
rib
Prestressed
- NA
FA
Restraeaad
N.A. -
61
Prmtrmsad
- NA
20 -
Restrel"d
NA
93
_ III - - -- NR-NotI%="- -- -
n
L-----__ -_J PANTRY
PDR I
ILOP
KITCHEN
V-4' CLIGaL III MUD ROOM
9'-4' CLGL
.FOYER ----- O O ----- L-------;-----------
9'-4' C,Ltx
i ENTRY L_ -a
L-3 i W-4' cls
f
L -2A
LOTT'S
CONCRETE
P.O. BOX 771255
WINTER GARDEN, FL 34777
PH. (407) 656 2112
LINTEL
NO.
LENGTH
TYPE
S1-4'
5R3 HT.
COMMENTS
L-1
ii' -4'
w6_641 KIL
PMEITF raw
L-2
4'-6'
8114-8-flAXIOJL
f CE58i=p
L -2A
8'-4'
IM6-84IUKIL
L-3
4'-8'
W6-8-MUKOJL
L -3A
4'-6'
8/16-8-f )UKBJL
L-38
4'-6'
8116-8-1UlK0JL
L-4
1'-6'
&46-841JUKIJL
L-5
i'-8'
8116-641u I1L.
10 r
\`•Jl NOMINAL WEMMEIGHT OF LINTEL
TABLE NO. 3
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 20" COMPOSITE LINTELS
LINTEL CLEAR LIN1E1 1YPE LlrtEL SfF1 GR4N1Y GRAvrtr UPLFt LtiFt
W:NG1H SPAN BOTTOM TCP GAPACrTY CAPACttt CAPACITY CAPACrfr
BAR BAR (@AL (119U (IAL (11511 (1)5L (17511 (tAL (2)3U
TABLE No. 2 - -
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF) -
8' x 16" COMPOSITE LINTELS - - -
LINTEL CLEAR I LINTEL rmE LNTM STEEL I GRAvr r GRAYtttIIPLFT UPLIFT
LR6-m SPAN C4PAGTT CAP=" CAPAGTr CAPACITY
BOTTOM SAR TOP BAR (0AL (U5U M5L (U5U fML (TAU 051. QPBU
TABLE No. 5
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8' X 28" COMPOSITE LINTELS
LINTEL I CLEAR I LINTEL TYPE LINTEL STEEL GRAYIrY GRAVRY UPLFT UPLIFT
LENGR4 SPARI - CAPAGTY CAPACrr Ct1PAC1TY CAPACITY
BorroM BAR TOP BAR (0P L {U5U (IP5L (tPW (U51- (IP5U (IP51 aM
TABLE No. 4
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 24" COMPOSITE LINTELS
LNTEL CLEAR LINTEL TYPE LINTEL a7EEL - GRAVITY GI'ti4YRY UFiFT UPLFT
LENGTH •.PAH - CAPACITY CAPACITY CAPACrtr CAPACITr
WT(" BAR TOP BuAR (0J5L (10911 (175). (1AU - lU9L IiAU IIPBL (2)511
TABLE NO. 7
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 6" LINTELS
LINTEL CLEAR LNi11 TYPE LINTEL STEEL f1 AN GPAvrh GRAVIir t1PLFi UPLIFT
LEHGiN SPAR kale 1 Top ISM GRAVfTY CAPACITT CAPACItt WSL(1AU (IAL(m (mL(IAuF(Z�(;M41T
TABLE No. 9
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 6" RECESS DOOR HEADER
LINTEL CLEAR I LINTEL TTm LINTEL STEEL UFILLED 1GFAY7T GRAYRT UPLFt UPLIFT
LENGTH SPAN _ � BAR _TDP BAR GRlMrr CAPACITY 1CAPACIrr cAPAutr CAPACITY
- CAPACn'1' (v5L (OAU (DSL nA11 (tA1 r175U - (IAL (?Au
TABLE No. 6
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8' X 32' COMPOSITE LINTELS
LINTEL TYPE LINTEL STEEL - GRAVITY - GRAVITY'
1PLFT IIPLR-T
ICLEARILINTEL
LENGTW SPAN - CA.PACitt CAPACRI-
-L
CAFACITT CAPACITY
- i9DTTOIT BAR TOP BAR (OA (U6U (IAL (MtM
(1AU NSL MW
TABLE No. 8
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 14" COMPOSITE LINTELS
LINTEL CLEAR LIN TYPE LINTEL 6TEEL GRAVRY I
GR4YIT1' IPLIR - UPLFi
LSYahI SPAN CAPACv CAPACITY CAPACITY I CAPACITY
6O"Cm 5m TCI' 9AR (0).S). (TAU ii (U5L (i)5U (I)%L (1A11 (IAL (V%
TABLE No. 10
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 14" RECESS DOOR HEADER
LINTEL CLEAR I LINTEL TTPE LINTEL STEEL GRAVTTrGRANTY l9°IAC UPLIFT
.8Y,tH SPAN CAPACTK CAPACITY CAP AcITT CAPACITY
B01TCM BAR -TOP BAR (0AL (TAU I(V%(VW <VTL (IOU (IAL U)5U
Ir PLAIN OR SOLID LINTEL
[8/16-P-#U/#L] ti
3 '
1
ARCHITECTS
-)
Design 1
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUHDIV. & W7!
KENSINGTON
RESERVE
(LOT #117)
MO DEIN
LARGO
(VERSION#01)
PROJECT#:
2997.000
PAGE:
LINTEL
SCHEDULE
"ELEVATION -C"
No. OF ADDITIONAL #5 BARS IN UPPER �' ' + r
LINTEL P LAN
OR LOWER LINTEL CAVITY 4 '" rs ARCHITECT
•• : • e •'• •�' STATE OF FLORIDA
SCALE: 1/4 = 1'-0' �!. `. �', ,�' •'•..•.•�a Ail
•.••`M'
1) Its CON71NutXlS (1) #5 CONTINUOUS Rr ';•tiy r 3 ; .
' r = et • +•�
8"X18' KNOCKOUT BLOCK 8'X18" KNOCKOUT BLOCK •. Tr• wr 6 ' e.
yCa • / PSI GROUT ' / PSI GROUT _ pe '-%.a.-
3= . - A'S
.i ,-pat (PLl1KED IN FlElA) r l� � IN FIELD) _ *S• � r•i + M jfiqo
CODES GENERAL OYES_ r SEE SCHEDULE • SFE BARS; E ' • •; -� j r A �•y •, - •'y; r
LL FLOR(pA Uf IN ';all
� --• I r ISM• js.' TOP BARSb r dl pie; �• e s . , ' ~a i .Mr• SAT /. •+
B LP G COPE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 84022 4 R60h � �
12. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2010, SECTIONS 19012 4 2101. •f' (1) /8 CONTINUOUS l • a 1) #5 KONTimuous aVell •• .+� •-� .+� :+
13. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). _ ,e . _ �e e• �y•r+ M rb • �.�• •a, �• �.e
1.4. AMERICAN SOGIEtY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR EsUILDINGS AND OCHER StRUGTURES (ASCE 7-1(01. Am +� `/3Z•STIRRUPS ; T 4'-O• a. '' "i' 7 STIRRUPS AT 4• -Oe C4'� .�. ,• • w ;' �a ,S �.•�S •4 ;,a •s}b • ,y/•�ANTWELL
�A
2- CQNCRE R flEp ... lb • ILO
2-1. CONCRETE GGNrPRESSIVE STRENGTH AT 28 PATS: Bpnp� BAR '� OOM R
) r Y • • +rte y ' • Y 1.�`e a
2-1.1. PRE -CAST 1/STANDARD REINFORCEMENT -4000 PSI W
2.13. GROUT PER
A&TM TRESS REINP-SO00 RCEMENAX 3/&' PSI SEE SCHEDULE ��.h M
2-13_ rORCI PER ASTM C4lb - 3000 pSl U1/ MAX 3/8' AGCsRECaATE, 8' TO 11• SLUMP- Y3/28/18
�
22. REINFORCING EARS. aA 1 / 8 /18
22.1- STEEL PLACED N PRECAST LINTEL AT TIME OF FABRtCATtON ASTM A615 (GRADE 60) .
227. STEEL IN LiNTEL AND KNOCKOUT BLOCK (PLACED (2) STRANDS 7ft8•M-
REIN FIELD) ASTM Ab15 (GRADE 40). 1 ' I ' I ' I '
23. PRE -STRESSED STRANDS ASTM A416 7 -WIRE, STRESS RELIEVED 270 K51 MIRE STRESS 16-.-REUEVED
1 MI 1 MI C�E51RErgD 3�'
SC ��"=1,_ O"
A. TAIL REINFORCEMENT IN ACCORDANCE WITH ACT 315.
Z5. CONGR$TNG OPERATIONS SHALL COMPLY WITH AGf STANDARDS.
3- MASONRY= 76' �-�'' ' .i $!SZ-S-�� S/L1 8 ZS-S�0)
8
3.1. DESIGN ANP CONSTRUCTION SHALL C.ONIFORM 70 THE SPEGIFiGATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08-
3.2. MINIMUM MASONRY UNIT ST}�NCsTl1 FM 1500 PSI.. i SIMET
8 16-S-0) #5Al) #5 8 16-S-0) #5Al� 1#5
4 . MORTAR SHALL UE TYPE 5. PRECAST PRESTRESSm 8l20 -S-{1) J�(1; 5 8/24 -S -(l) #5/(1) 5
4. sTlalcruRAL: 8f16 -S-(11 x'5/(111 - 5 COF
4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAYING A BEARING OF 8' (Wltl-I A MINIMUM ACCEPTABLE EsEARfNG OF 4' PER FLORIpA HUILDMG CODE RESIpENTfAL, 6TH EDITION (20111, SECTION R60ro-14 OR FLORIDA BUILDING 8 /1�5+ ('� ��f1� �
CODE ?w5INDENTIAL, 5TH EDITION (2014), SECTION 2104159
1
�IIIIIIIIII
.000vv000v,
SUHDIV. & W7!
KENSINGTON
RESERVE
(LOT #117)
MO DEIN
LARGO
(VERSION#01)
PROJECT#:
2997.000
PAGE:
LINTEL
SCHEDULE
"ELEVATION -C"
No. OF ADDITIONAL #5 BARS IN UPPER �' ' + r
LINTEL P LAN
OR LOWER LINTEL CAVITY 4 '" rs ARCHITECT
•• : • e •'• •�' STATE OF FLORIDA
SCALE: 1/4 = 1'-0' �!. `. �', ,�' •'•..•.•�a Ail
•.••`M'
1) Its CON71NutXlS (1) #5 CONTINUOUS Rr ';•tiy r 3 ; .
' r = et • +•�
8"X18' KNOCKOUT BLOCK 8'X18" KNOCKOUT BLOCK •. Tr• wr 6 ' e.
yCa • / PSI GROUT ' / PSI GROUT _ pe '-%.a.-
3= . - A'S
.i ,-pat (PLl1KED IN FlElA) r l� � IN FIELD) _ *S• � r•i + M jfiqo
CODES GENERAL OYES_ r SEE SCHEDULE • SFE BARS; E ' • •; -� j r A �•y •, - •'y; r
LL FLOR(pA Uf IN ';all
� --• I r ISM• js.' TOP BARSb r dl pie; �• e s . , ' ~a i .Mr• SAT /. •+
B LP G COPE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 84022 4 R60h � �
12. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2010, SECTIONS 19012 4 2101. •f' (1) /8 CONTINUOUS l • a 1) #5 KONTimuous aVell •• .+� •-� .+� :+
13. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). _ ,e . _ �e e• �y•r+ M rb • �.�• •a, �• �.e
1.4. AMERICAN SOGIEtY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR EsUILDINGS AND OCHER StRUGTURES (ASCE 7-1(01. Am +� `/3Z•STIRRUPS ; T 4'-O• a. '' "i' 7 STIRRUPS AT 4• -Oe C4'� .�. ,• • w ;' �a ,S �.•�S •4 ;,a •s}b • ,y/•�ANTWELL
�A
2- CQNCRE R flEp ... lb • ILO
2-1. CONCRETE GGNrPRESSIVE STRENGTH AT 28 PATS: Bpnp� BAR '� OOM R
) r Y • • +rte y ' • Y 1.�`e a
2-1.1. PRE -CAST 1/STANDARD REINFORCEMENT -4000 PSI W
2.13. GROUT PER
A&TM TRESS REINP-SO00 RCEMENAX 3/&' PSI SEE SCHEDULE ��.h M
2-13_ rORCI PER ASTM C4lb - 3000 pSl U1/ MAX 3/8' AGCsRECaATE, 8' TO 11• SLUMP- Y3/28/18
�
22. REINFORCING EARS. aA 1 / 8 /18
22.1- STEEL PLACED N PRECAST LINTEL AT TIME OF FABRtCATtON ASTM A615 (GRADE 60) .
227. STEEL IN LiNTEL AND KNOCKOUT BLOCK (PLACED (2) STRANDS 7ft8•M-
REIN FIELD) ASTM Ab15 (GRADE 40). 1 ' I ' I ' I '
23. PRE -STRESSED STRANDS ASTM A416 7 -WIRE, STRESS RELIEVED 270 K51 MIRE STRESS 16-.-REUEVED
1 MI 1 MI C�E51RErgD 3�'
SC ��"=1,_ O"
A. TAIL REINFORCEMENT IN ACCORDANCE WITH ACT 315.
Z5. CONGR$TNG OPERATIONS SHALL COMPLY WITH AGf STANDARDS.
3- MASONRY= 76' �-�'' ' .i $!SZ-S-�� S/L1 8 ZS-S�0)
8
3.1. DESIGN ANP CONSTRUCTION SHALL C.ONIFORM 70 THE SPEGIFiGATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08-
3.2. MINIMUM MASONRY UNIT ST}�NCsTl1 FM 1500 PSI.. i SIMET
8 16-S-0) #5Al) #5 8 16-S-0) #5Al� 1#5
4 . MORTAR SHALL UE TYPE 5. PRECAST PRESTRESSm 8l20 -S-{1) J�(1; 5 8/24 -S -(l) #5/(1) 5
4. sTlalcruRAL: 8f16 -S-(11 x'5/(111 - 5 COF
4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAYING A BEARING OF 8' (Wltl-I A MINIMUM ACCEPTABLE EsEARfNG OF 4' PER FLORIpA HUILDMG CODE RESIpENTfAL, 6TH EDITION (20111, SECTION R60ro-14 OR FLORIDA BUILDING 8 /1�5+ ('� ��f1� �
CODE ?w5INDENTIAL, 5TH EDITION (2014), SECTION 2104159
A R C H IT EC TS
Desi n
ro U 1 nc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
i
\000000000
BXMDIV. & LOT:
KENSINGTON
RESERVE
(LOT #117)
MODEL: -
LARGO
(VERSION#01)
PROJECT#:
2997.000
PAGE:
-LINTEL
PLAN
"ELEVATION -C"
ARCHRECT=
STATE OF FLORIDA
DA": 3/28/18
SCAT E: 1/4"=1'-O"
SHEET
5
OF 9
n
GREAT ROOM
V-4' CLa
----------� PANTRY
------- F,� i
PDR ® ® 1
I I
KITCHEN I I I
9'-4' aa III MUD ROOM
--------
O I I
FOYER ----- d o ----- I I
V-4' CL&
^ST RgT,e
LINTEL SCHEDULE
LINTEL
NO.
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF) 8" X 37' COMPOSITE LINTELS
V-4'
5% NT.
COMMENTS
LINTEL
LENGTH
CLEAR
SPAN
LINTEL TYPE
LINTEL STEEL TOP
WIRE/ BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY GRAVITY
CAPACITY CAPACITY
(0)#5L (1)#5U (L)#5L (1)#5U
DETAIL'U' DETAIL 'V
UPLIFT
CAPACITY
(0)#5L (1)#5U
ETAIL(1)#5U
D7AIL'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"
2'-2"
PRECAST
(2) D4.5 WIRE
2 No.3
10000
1 10000
10000
10000
4-0"
2'-8"
PRECAST
(2) D4.5 W IRE
2 No. 3
10000
10000
10000
10000
4'-6"
3-2"
PRECAST
(2) D4.5WIRE
2 No.3
10000
10000
10000
10000
4'-8"
3'-4"
PRECAST
(2) D4.5 W IRE
2 No. 3
9576
10000
10000
10000
5-4"
4'-0"
PRECAST
(2) D4.5 WIRE
2 No.3
7009
10000
10000
10000
6-10"
4'�"
PRECAST
(2) D4.5 WIRE
2 No.3
5700
10000
10000
10000
6-6"
5'-2"
PRECAST
(2) D4.5 WIRE
2 No.4
7924
10000
9263
10000
7-6"
6-2"
PRECAST
(2) D4.5 WIRE_
2 No. 4
5748
10000
6723
10000
7-8"
64"
PRECAST
(2) D4.5 W IRE
2 No. 4
5473
9564
6402
10000
&-o"
6',8"
PRECAST
(2) D4.5WIRE
2 No.4
4978
8706
5824
10000
6-4"
7'-0"
PRECAST
(2)D4.5WIRE_
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
1 4798
3194
5322
1 V-4"
10'-0"
PRECAST
(2) No. 3
2 No. 5
3615
5348
2699
4424
12'-0"
10'-0"
PRECAST
(2) No.3
2 No. 5
3191
3670
2379
3894
12'-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'-0"
PRECAST
(2) No. 3
2 No. 5
2278
2698
1691
2856
14'-8"
13'-4"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
2 No.4
3326
3326
1829
2919
15'-4"
14'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
2 No.
3031
3031
1666
2702
17',4"
16'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
2) No.4
2346
2346
1290
2210
19',4"
18'-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
2 No.5
1865
1865
1029
1869
20'-0"
18'-8"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
2 No.5
1737
1737
959
1778
21',4"
20'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
2) No. 5
1516
1516
839
1620
22'-0"
20'-8"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
2 No.5
1420
1420
787
1551
24'-0"
22'-8"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
(2) No. 5
1250
1250
658
1300
^ST RgT,e
LINTEL SCHEDULE
LINTEL
NO.
LENGTW
V-4'
5% NT.
COMMENTS
L-1
1.1'-4'
M6-15AT
PRESIF EWED
L-2
4'-6'
SW14-059
IeCE NED
L -2A
V-4'
8F16 -ba
LINTEL GRAVITY SAFE LOAD UPLIFT SAFE
L-3
4'-6'
W601BAT
10000
L -3A
4'-W
9*-05/IT
3'-6"
L-35
4'-6'
8Fi6-CWT
2 No. 3
L-4
'1'-b'
8F16-E(3/E1'
10000
L-5
4'-(T
&16-E#3/Et'
PRECAST
22'-g' PRESTRESSED (2) No. 3 6 s ran +
2 No.S 642 642 306 599
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF) 8" X 16"COMPOSITE LINTELS
8"x8"
LATERAL SAFE LOADS (PLF)
RECESS DOOR HEADER
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
DETAIL'-'
UPLIFT
CAPACITY
(0)#5L (1)#5U
DETAIL'H' &'J'
UPLIFT
CAPACITY
(1)#5L (2)#5U
DETAIL'K'
LINTEL LATERAL SAFE LOAD
LINTEL LINTEL STEEL STEEL
TYPE TOP WIRE / PLAIN SOLID
BAR BOTTOM
BAR DETAIL'DA' DETAIL'DB'
- 10"
V-8.PRECAST
LINTEL GRAVITY SAFE LOAD UPLIFT SAFE
2 D4.5 WIRE
2) No. 3
10000
10000
1000
DETAIL'DA' DETAIL'DB' DETAIL'DC DETAIL'DB' &'DC'
DETAIL'DD'
3'-6"
2'-2"
PRECAST
(2) D4.5 WIRE
2 No. 3
10000
10000
10000
10000
4'-2"
4'-(T
2'-V'
PRECAST
(2) D4.5 WIRE
2 No. 3
9550
10000
10000
10000
PRECAST (2) 04.5 WIRE
4'-6'
X-2"
PRECAST
(2) D4.5 WIRE
2 No. 3
7207
10000
9863
10000
4'-4" 4'-0"
4'-S'
X-4"
PRECAST
(2) D4.5 WIRE
2 No. 3
6614
10000
9053
10000
PRECAST (2) D4.5 WIRE
5'-4"
4'-(Y'
PRECAST
(2) D4.5 WIRE
2 No. 3
4843
6687
6635
7320
PRECAST (2) Dob WIRE (2) N..4 294 510
5'-10"
4'-6'
PRECAST
(2) D4.5 WIRE
2 No. 3
3940
5211
5402
5641
6'-6'
5'-2
PRECAST
(2) D4.5 WIRE
2 No. 4
4350
4350
4225
4314
SOLID
#5 (2) U (1) L
7-6"
6'-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
3206
3206
3063
3183
DETAIL'DK'
7'-8"
6'-4"
PRECAST
(2) D4.5 WIRE
2 No. 4
3071
3071
2916
3049
• 7/32"STIRRUPS AT 4'-0"CC
Ulm ,� N (TIED OR WELDED)
8'-0"
6'-8"
PRECAST
(2) D4.5 WIRE
2) No. 4
2831
2831
2651
2811
10000
&4'
7-0"
PRECAST
(2) D4.5 WIRE
f 2 No. 4
2625
2625
2421
2607
(2) No.3
9'-4'
8'-(7'
PRECAST
(2) D4.5 WIRE
2 No. 4
2153
2153
1881
2139
PRECAST
10'-6"
9'-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
1777
1777
1448
1766
3'-0"
11'-4"
10'-0"
PRECAST
(2) No.3
2 No.5
1568
1568
1222
1568
54,
12-0"
10'-8"
PRECAST
(2) No. 3
2 No.5
1439
1439
1075
1439
12-6"
11'-2"
PRECAST
(2) No.3
2 No.5
1354
1354
981
1354
TYPICALLINTEL SECTION
13'-4"
12'-0"
PRECAST
(2) No.3
2 No. 5
1232
1232 1
849
1232
2121
14'-0"
12'-8"
PRECAST
(2) No. 3
2 No. S
1149
1149
760
1149
14'-8"
13'-4"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
(2) No.4
1419
1419
850
1347
LINTEL STEEL TOP
154"
14'-0"
PRESTRESSED
(2) No. 3
(2) 7116 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
19'-4"
18'-0"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
2 No.5
1035
1035
478
936
2'-0"
20'-0"
18'-8"
PRESTRESSED
(2) No. 3
(2) 7116 strand +
2 No.5
961
961
446
872
7$"
21'-4"
20'41'
PRESTRESSED
(2) No. 3
(2) 7116 strand +
2) No. 5
834
834
390
763
27-0"
20'-6'
PRESTRESSED
(2) No. 3
(2) 7116 strand +
2 No.5
720
720
366
716
(2) Dob WIRE
22'-g' PRESTRESSED (2) No. 3 6 s ran +
2 No.S 642 642 306 599
■
A R C H I T E C T S
or
Desi n
Gro u Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
4-2
8"x8"
LATERAL SAFE LOADS (PLF)
RECESS DOOR HEADER
GRAVITY & UPLIFT SAFE LOADS (PLF)
(2) D4b WIRE
(2) No.3
GRAVITY &
8"x8"
UPLIFT SAFE LOADS (PLF)
RECESS DOOR HEADER
10000
TOTAL
LENGTH
CLEAR DOOR
SPAN SITE
LINTEL LATERAL SAFE LOAD
LINTEL LINTEL STEEL STEEL
TYPE TOP WIRE / PLAIN SOLID
BAR BOTTOM
BAR DETAIL'DA' DETAIL'DB'
TOTAL CLEAR DOOR
LENGTHSPAN SIZE
LINTELTYPE LINTELSTEELTOP
WIRE/ BAR
LINTEL GRAVITY SAFE LOAD UPLIFT SAFE
LOAD
STEEL SOLID SOLID SOLID SOLID
BOTTOM PLAIN #5 (1) U (0) L #5 (2) U (1) L
#5 (1) U (0j #5 (1) U (1) L
BAR #5 01 U (11 L
3'-0"
2'-4" 2'-0"
PRECAST (2) Dob WIRE (2) No.3 1640 1790
DETAIL'DA' DETAIL'DB' DETAIL'DC DETAIL'DB' &'DC'
DETAIL'DD'
3'-8" 2'-4" 2'0
PRECAST (2) D4.5 WIRE
(2) No.3 1919 2143 2143 1753 1753
4'41"
2'-8" 2'4'
PRECAST (2) D4S WIRE (2) No.3 1386 1410
4'-0(' 2'-8" 2'4'
PRECAST (2) D4.5 WIRE
(2) No.3 1597 1801 1801 1483 1483
4'-2"
2'-1 Q" 7-6"
PRECAST (2) DOS 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) D4.5 WIRE (2) No.3 1137 1137
4'4 3'-0" 2'-8"
PRECAST (2) 04.5 WIRE
(2) No.3 1367 1553 1553 1284 1284
4'-0"
3'-4" V-0"
PRECAST (2) D4b WIRE (2) No.3 929 929
4'-8" 3'4 V-0"
PRECAST (2) D4.5 WIRE
(2) No.3 1194 - 1363 1363 1131
1131
6-8"
4'-4" 4'-0"
PRECAST (2) 134S WIRE (2) No.3 559 559
5'� 4' 4" 4'-0"
PRECAST (2) D4.5 WIRE
(2J N0.3 864 995 995 831
831
6'-0"
5'-4" 5'-0"
PRECAST (2) D4S WIRE (2) No.4 606 1097
6'-8" 64" 5'-0"
PRECAST (2) D4.5 WIRE
(2) No.4 662 816 816 650 654
7'-8"
6'-4" 6'-0"
PRECAST (2) 134-5 WIRE (2) No.4 498863
7'-6' 6' 4 6'-0"
PRECAST (2) D4.5 WIRE
(2) No.4 542 669 669 462 537
91-8"
8' 4" 8'-0"
PRECAST (2) Dob WIRE (2) N..4 294 510
91-8" 814 8'-0"
PRECAST (2) D4.5 WIRE
(2) NO.4 396 489 489 261 393
.000vvovoo,
■
A R C H I T E C T S
or
Desi n
Gro u Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
4-2
2-10
2-6
GRAVITY & UPLIFT SAFE LOADS (PLF)
(2) D4b WIRE
(2) No.3
9563 10000
10000
10000
44-
8"x32" RECESS DOOR HEADER
2'-8"
PRECAST
(2) D4.5 WIRE
(2) No.3
TOTAL
CLEAR
DOOR
LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
4'4"
3'-4"
LENGTH
SPAN
SIZE
WIRE / BAR BOTTOM BAR SOLID SOLID
#5 (1) U (0) L #5 (1) U (1) L
SOLID
#5 (1) U (0) L
#5 (1) U 1 L
SOLID
#5 (2) U (1) L
10000
5'4"
4'4"
DETAIL'DU' DETAIL'DV
DETAIL'DU' &'DV
DETAIL'DW
(2) No.3
4336 10000
34'
2'-4"
2'-0"
PRECAST (2) D4b WIRE (2) No.3 10000 10000
10000
10000
51-0"
PRECAST
4'-0"
2'-8"
2'-4"
PRECAST (2) 134S WIRE (2) No.3 10000 10000
10000
10000
7'41
6'4"
6'-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
3810 10000
2929
■
A R C H I T E C T S
or
Desi n
Gro u Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
4-2
2-10
2-6
PRECAST
(2) D4b WIRE
(2) No.3
9563 10000
10000
10000
44-
3'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
(2) No.3
8654 10000
10000
10000
4'4"
3'-4"
3'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
7102 10000
9975
10000
5'4"
4'4"
4'-0"
PRECAST
(2) D4b WIRE
(2) No.3
4336 10000
6110
10000
6'-8"
64"
51-0"
PRECAST
(2) D4S WIRE
(2) No.4
5323 10000
4103
10000
7'41
6'4"
6'-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
3810 10000
2929
9691
91-8"
8'4"
81-0"
PRECAST
(2) D4.5 WIRE
(2) No.4
2202 5434
1680
5174
.000vvovoo,
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x16" RECESS DOOR HEADER
3000 PSI GROUT TOP LEG BARS:
(PLACED IN FIELD) (SEESCHEDULE)
2& 2#
TOTAL
LENGTH
CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP
SPAN SIZE- WIRE/ BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY SAFE LOAD UPLIFTSAFE LOAD
SOLID SOLID
#5 (1) U (0) L #5 (1) U (1) L
#51) U �) L
(
5 ) U L
SOLID
#5 (2) U (1) L
(1) #5 CONTINUOUS REQ'D.
PER STRUCTURAL PLAN
DETAIL'DH' DETAII'DJ' DETAIL'DH' &'DJ'
DETAIL'DK'
3'-8"
2'-0"
2'-0'
PRECAST
(2) D4.5 WIRE
(2) No.3
5713 10000
10000
10000
• 7/32"STIRRUPS AT 4'-0"CC
Ulm ,� N (TIED OR WELDED)
4'-0"
2'4"
2'4"
PRECAST
(2) D4S WIRE
(2) No.3
4511 10000
9686
10000
_V) BOTTOM BARS
. SEE SCHEDULE
4'-2"
2'-10"
2'-6"
PRECAST
(2) D4S WIRE
(2) No.3
4032 10000
8687
9503
4'4
V-0"
2'-"
PRECAST
(2) D4.5 WIRE
(2) No.3
3647 9133
7835
8173
4'-8"
S.4"
3'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
2990 7025
6382
6382
NOTES:
1. MINIMUM COVERAGE OF STEEL- 1.5"
54,
4'-4"
4'-0"
PRECAST
(2) D4S WIRE
(2) No.3
1819 4139
3839
3839
2. MN. BEARING REQUIRED AT EA END -4"
3. STAN DARDFORREINF.STEEL - ASTM AL 15
6'4'
54"
51-0"
PRECAST
(2) D4S WIRE
(2) No.4
2976 2976
2676
2737
TYPICALLINTEL SECTION
7'-8"
6'4"
6'-0"
PRECAST
(2) D4S WIRE
(2) No.4
2292 2292
1918
2121
PRECASTCONCRETE
91-6.8-41
8-( PRECAST - (211)4.5 WIRE
(2) No.4
1563 1563 1113
1455
GRAVITY & UPLIFT SAFE LOADS (PLF)
Tx12" RECESS DOOR HEADER
3000 PSI GROUT TOP LEG BARS:
(PLACED IN FIELD] (SEESCHEDULE)
TOTAL
CLEAR
DOOR
LINTELTYPE
LINTEL STEEL TOP
LINTEL STEEL
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
282�
7
f -y . -CONTINUOUS CONTINUOUS REQ'D.
PER STRUCTURAL PLAN
CINIM
-SOD 7/32" STIRRUPS AT 4'-0" cc
LENGTH
SPAN
SIZE
WIRE / BAR
BOTTOM BARSOLID
PLAIN SOLID
#5 (1) U (0) L
#5 (1) U 0) L
#5 1 U 1 L
SOLID
#5 (2) U (1)
Inlet M (TIED OR WELDEDI
DETAIL'DE' DETAIL'DF'
DETAIL'DE' &'DF'
DETAIL'DG'
3'-8"
2'-4"
2'-0"
PRECAST
(2) DOS WIRE
(2) No.3
3764 6455
5637
5637
n AuBOTTOM BARS
� . SEESCHEDULE
4'-0"
7$"
2'-4"
PRECAST
(2) D4.5 WIRE
(2) No.3
2970 4965
4401
4401
4'-2"
2'-10"
2'-6"
PRECAST
(2) Dob WIRE
(2) No.3
2654 4449
3965
3965
NOTES: 7j.
4'-4"
3'0 2'6' PRECAST (2) D4,5WIRE (2) No.3 2400 4030 3607
3607
4'-8"
3'-0"
3'-0"
PRECAST
(2) D4S WIRE
(2) No.3
1966 3390
3053
3053
1. MINIMUM COVERAGE OF STEEL- 1.5"
2. MIN. BEARING REQUIRED AT EA. END -4"
51-8"
4-4-
4'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
1193 2290
2085
2085
3. STANDARD FOR REIN F. STEEL - ASTM A615
TYPICALRECESS DOOR HEADER SECTION
6'4-
514" 51-0" PRECAST (2)D4.5WIRE (2)No. 4 1764 1763 1578
1578
PRECASTCONCRETE
7'-8"
6-4" 6'0 PRECAST (2) D4S WIRE - (2) No.4 1409 1409 1188
1267
94,
8'-4"
81-0"
PRECAST
(2) D45 WIRE
(91 Nn I
lnm inm
A-
om
■
A R C H I T E C T S
or
Desi n
Gro u Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�
�IIIIIIIIII
.000vvovoo,
sxmDrv. & .IAT:
KENSINGTON
RESERVE
(]LOT #117)
MODEaLa.
LARGO
(VERSION#01)
PROJECT#:
2997.000
PAGE:
LINTEL
PLAN
"ELE VATIO N- C"
ARCHTECT:
STATE OF FLORDA
9�
D#� 3/28/18
SbAL'L: 1/4"=1'- 0"
SHEET
5EOF 9
2x12
(n SYR)
1/16,095
I(TYPJ
NAiL (3) 12d 0 6'-8' or.,.
TYP. 2x12 BM. /HDR.
® ENTRY
MINIMUM WALL AND WEADER
STUD REQUiREMENTS
MAXM JM I-IEADER SPAN (FIL)
CONNECTOR SCHEDULE CONTROL DATP: 01-01-15
3'-0' TO
SIMPSON
UNJO.
USP
AND UP
DES.
UPLIFT
GRAVITY DES. UPLIFT GRAVITY
FASTENER
SUPPORTING END OF HEADER
META -16
1450
4 -ITA 16-18 - 1400
(7) 10d x 1 12' 1 -PLY, (6) 16d 2 -PLT, (U51': CIO) 10d X 11/2' - NO lbd OPTION) -
�
(2) META -16
-
Iaar7
MOO
(2) NTA 16-18 280PJ
-
(10) 10d x 1 1/2' I -PLT, (USP: (10) 10d x 1 112')
(14) led 2 -PLY (USP: 140 16d OPTION) - -
�
HETA-ib
1810
+ITA 16 1615
(9) 10d x 11/2' 1 -PLT, (B) 166 2 -PLT USP: (10) 10d x 1 1/2', NO Y cl OPTION
HET4-20
1810
HTA 20 1615
(9) IVd x 1 IB' i -PLT, (6) I6d 2 -PLY USP. (10) 10d x 11/2', NO *GI OPTION
}
�
Z
- rz) HETA-20
2!!, 0
(21 HtA-gra 31`702035 -
(l0) 10d x 1 1/2' I -PLY - USP: (10) 10d x 1 1/ , - -
(12) I6d 2 -PLY (USP: NO I6d OPTION)
Q
LGT-2
2150
LUG7-2 1915 -
(7) - 1/4' x 2 114' TITEN, 2 PLY (USP: SLK (5) 1/4' W6, WOOD (16) 10d
Fly®I
DETAL-20
2480
- - NO USP CONVERSION FOR SIMPS *1 DETAL-20
(18) - 10d x 1 1/1, 1 PLY - - - - -
MGt
3965
MUGT 4000
(U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MN. 12' EMBED), (22) led t0 WOOp (USP: (28) led TO WOOD)
— —
HGT-2 .
10980 -
- - 4 -MT -2 - 9365
(2) 3/4' AT)¢ IN HIGH 51RENGTH EPDXY (MIN. 12' EMBED), C16) 1Od TO WOOD (USP: WOOD (8) 10d) -
143T-3 +
10530
HUGT-3 9365
(2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED),(I6) 10d TO WOOD (USP: WOOp (8) 10d)
-
LGT3-SD62S
3286
- - - 1_UGT-3 - 5330
(12) 6D6 1/4'x2 12' TO GIRDER (4) 3/8' x 5' TITEN HD TO WALL (USP: -CON-. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W625
LTA2 - -.
1210 PARALLEL TO WALL
1425 PERPENDICULAR TO LPTA - 1555 -
WALL -
(10) 10d x 1-1/2' CUSP: (10) 10d x 1 12' - - - - - - - - - -
- - - - - - -
VGT
4940-
NO USP CONVERSION FOR SIMPSON VGT
(1) 6/8' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-8045 1/4'X3' t0 WOOD -
(2) ` GT -
1185 -
NO U5P CONYERSION FOR SIMPSON (2) YGT)
(2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MN. 12' EMBED), (32) -SDS 1/4'X3' / 2 PLY -
M76-12
loco
MTW 12 15W
(14) 10d x 1 1/2' (USP: (14) ted x 1 1/2',(W 10d)
WTO 141
- 1150
- HTW V. - 1660
(16) lod x 1 I/2' - CUSP: (16) 10d x 1 112', (16) 10d) - -
PTS -20
1450
WTW 20 2045
(24) 10d x 1 12' (USP: (24) lid x 1 1/2', (20) 10d)
Sls
HTS -24
1460
HTW 24 2045
(24) 10d x 1 1/2" - (USP; (24) led x 1 112', (20) 10d)
LSTA-12 ••
925 I
L5TA 12 970 -
(10)10d - USP; (10) led
--
L6TA-18 •+
1235
L5TA 18 1360 -
(14) 10d USP: (14) 10d - -
7 rjq
MSTA-18 ..
1316
1`16TA-18 1315
(14)106d UsP: (14) 10d
M5TA-24 .+
1640
MSTA-24 1150
(18l I0d USP: (18) 10d
MSTA-30 «
2050 --
M5TA-30 - - 2140
(22) 10d - - USP; (22)10d - - -
<
M8TA-36 +•
2050
MSTA-36 2525
(26) led USP, (24) Icd
NMSTI-36
-
3800
KSTI 236 3090
(36) 10d x I V2' (36) 10d x 1 V2'
MSTI-45
5065
KTSI 248 4250
(48) led x 1 1/2' 5P (45) loci x i 12'
U6p!
-
Hb - -
950
- LFTA 6 - 1595 -
(8) Bd t0 PLATES, (B) ed TO STUDS (USP: (16) 8d x 1 1121, (16) 5d) -
SP4
am
SPT 4 945
(6) 10d x i 1/2' 70 STUDS U5P: (6)10d x 11/2' t0 STUDS
A34
395
MP 34 410
(4) 8d x 1 12' TO BEAM, (4) Bal x 1 1/2' TO POST. USP. (4) 5d x I V2' TO BEAM, (4) 8d x 1 1/2' TO POST.
HCP2
645
"HCP 2 1010
02) 10d x 1 12' USP. (10) 1041 x 1 1/2' TO TRUSS, (10)10d X 1 1/2' TO PLATE
HIDA
1340
RT I&A 2180
(18) 10d x 1 12' U5P: (91 10d x I V2" TO TRU55, (6) 10d X i 12' TO PLATE
YGT 4 HDU4
4665
PHO 4A 4535
(l6)-606 114"X3' TO WOOD, (IOXSpS 1/4'x2 12' W/ THREADED IOD, (2) NUTS/W4SHER2 PLY
USP: 5/8" AtR MIN. 7' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS
.
- VGT A HD1S
4940
TDX 10 - 5110 - -
- -
(16) -SDS 1/4"x3' TO WOOD, (3)-3/4' STUD DOLTS W/ THREADED ROD, (2) NUTS/W4SHER/2PLY. -
USP, 1/8' ATR MIK 7' EMBED SET M HIGH STRENGTH EPDXY (4) 118' T"RU-BOLTS - -
ADU 44
2200
6665 PAU 44 2535 6T15
(1) 5/8" ATR IN HIC.H STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12)16d TO WOOD USP: SAME AS SIMPSON
ABU 66
2300
12000 PAU 66 2635 13815
(1) 5/8' ATR IN HIGH 8T1ENG7N EPDXY, (MIP. 1' EMBED.) IN LONG, (12A6d t0 WOOD USP: SAME AS SIMPSON
V)
LTTl9 ...
1340
LTS 19 1205
(1) 3/4' At.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBEDa N CONC., (SAOd t0 WOOD USP: GAME A6 6R tP60N
O
_
LTT205 +
7600
LTS 20B 1105
(V 12' ATA N HIGH STRENGTH EPDXY, (MILL 1' EMBED) IN CONC, (IOAOd TO WOOD
USP: 3/4' ATR MN 1' EMBED SET N HIGH STRENGTH EPDXY, (10)10d, (10) 10d x 1 12', 2-112'
(�
Z
HTT4
4455
HTT45 4465
(1) 5/8' A.T.R. N HIGH STRENGTH EPDXY (MRK 1' EM FP,J IN CONC-(IB) SD+4D X 11/2' (USP; =)16d)(2-1/29
USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-I2', (20) I6d x 2 1/2'
Q
.
HTTS
5090
HTT45 - 5430..
(U 5/8' ATR IN HIGH STRENGTH EPDXY (MN. 1' EMBED,) N CONC, (26) I6d X 21/2' (USP: (20) 16d X 2-I2')
U5P HAS MORE NAIL OPTIONS. (28) led, (28)10d x 1-12', (20) I6d x 2 0'
HHDQII-SPS 25+
11,910
UPHp it 12090
(I) 1' ATR N HIGH STRE r-TH EPDXY, (MN. 10- EMBED.) N CONC., (24) SDS Ye x A, WOOD SCREWS (USP, (24) W63 WOOD SCREW6)
Np1B
6645
TDX 10 - 5110
(1) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MN. 1' EI-QED.)N CONC., (3) 3/4' STUD BOLTS TO WOOD (1.151": (4) 1/8' BOLTS)
-
V)
0-1
-
MHHA 3.56/1125
-
3475
-
5330 NFM35Xi2U 3165 1130
SIMPSON, (1) 3/4' ATR N WGH 5TRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.T'1.U. TOP, (V 3/4'
A.T.R N HIGH STREWEPDXY, (MIN. 6.715' EM3EDMENT) N CMU. FAGS, (18A0d TO ISMAI l
USP: (1)12' J -BOLT W( MINIMUM 6: EMBED.. NOT LESS THAN 4' FROM EDGE OF CO.N- W/ 3/4' DIA ITW
RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ- W/ MIN. 5' EMDED DEPTH INSTALLED N THE FACE.
14) led AT JOIST-
V J
U'
NU5C412 (WOOD)
3635
2660 (FLR) 2530 (FLR)
F�J94TZIF 3060
3265 (ROOF) 3225 (ROOF)
(10) I6d TO HEADER. (10) I601 TO WOOD - U5P, SAME AS SIMP5ON -
QPUC410
(CMU)
1610
5065 HD410 IF 1905 - 3115
(16) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) I/4' x 3' W53 SCREWS, (10) led TO WOOD.
=
HUC210-2 (CMU)
- 1810
5085 HD210-21F 1905 3115
(16) 1/4'x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 1Od TO WOOD: (USP: (18) 1/4'x 3' WS3 SCREWS, (10) led TO WOOD
-
HUC210-3 (CMU)
iB10 -
40000 +4p210 -31F - - 1905 3115
(1B) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) IDd TO WOOD: (USP: (15) 1/4* x 3' W53 SCREWS, (10) loci t0 WOOD
LGUM26-2-SD9
1,430
5595 NO USP CONVER510N FOR SIMP60N LGLM26-2-SDS
(4) 3/8' x 4' TI TEN HD ANCHORS (2 PER FLANGE) TO CM, (4) 1/4' X 2 12' SDS SCREWS 10 WOOD
HIGH STRENGTH EPDXY . SIMP80N 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
ANCHORING SYSTEMS. - - -
+ WHERE ANCHOR EMBEDMENT 15 GREATER THAN V DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FiLLED SOLID W/ GROUT. -
.+ I0d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS N CONJUNCTION WITH A 23 . REDUCTION N THE ALLOW46LE LOAD. WRITTEN APPROYAL FW)M THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION
PRIOR TO INSTALLATIGK - - - - -
V)
... MINIMUM EMBEDMENT INTO THE TOP OF A BONDHEAM WILL BE 6', MNMJM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
LSI
H
ATR - A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC, YARIES)
Z
5EC4U5E OF THE WIDE YARIETY CF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION
IS U690.- - - - _ _
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HPG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -453
ANSION ANCHORS WILL BE EVALUATED ON AN MI\4DUAL B4515 AND MUST HAVE WRITTEN APPROVAL FRAM THE ARCHITEC IEEE ;NEER OF RECORD PRIOR TO 45L - -
EALLCONNECTOR
-
YALU£5 BA5ED ON SIMPSON 'WOOD CONSTRUCTION CONNECTOR$ C-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C -WW% AND ANCHORING 4 FASTENING SYSTEM$ FOR CONCRETE 4 MASONfi'T CATALOG
.
2x12
(n SYR)
1/16,095
I(TYPJ
NAiL (3) 12d 0 6'-8' or.,.
TYP. 2x12 BM. /HDR.
® ENTRY
MINIMUM WALL AND WEADER
STUD REQUiREMENTS
MAXM JM I-IEADER SPAN (FIL)
LP TO
3'-0' TO
81_0
UNJO.
W-11 1/2"
1'-11 1/2
AND UP
NUMBER OF HEADER STUDS
2X6 LEDGER TO
0
SUPPORTING END OF HEADER
1
2
3
NLMPER OF FULL LENGTH STUDS
�
tr
X
CV
AT EACH END OF HEADER
�
3
FRAMING NOTES:
1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE
OR EQUAL, U.N.O.
2. TYPICAL HURRICANE STRAPS ARE AS 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 320 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 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. TRUSS/BEAM MUST
NOT BREAK 1'-4' MIN. FROM 2ND. FLR. LINE
sEcul cznxl2/LvL BM Lu
3 3 m
110%C4ti
TO PT &X& POST W/ (2) ;p 3 3
MSTA-24 POST TO SLAB
W/ASU-G6
(4-TYP)
ca2E i nX12uBM n u (202X12 iii a R2)2X12ii 'i a c,12E
�111� II II II II II I) I) II (I II II Il!III
rL R C N I T E C T S
Design
Group Inc.
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
r
qb
0
_
—
FLmI
L- -- ------
(�
1
2X6 LEDGER TO
0
— — — —
— — — —
-
F�ml
-
tr
X
CV
LAG SCREWS 1&'
m -
O.C. MAX
At
Fly®I
rrilia
—
- t�) 2=19
— —
—w------
— —
—
�-
-
DBL S111p
�— -
— - - — - -C
PLOI
(2) META -16
Lu
-----------------------------------------------
FLO3
META-Vo
�DODOOOODOJ
3 r
0
_
—
FLmI
L- -- ------
(�
--- ---1
2X6 LEDGER TO
0
— — — —
— — — —
-
F�ml
-
tr
X
CV
LAG SCREWS 1&'
m -
O.C. MAX
At
Fly®I
rrilia
—
- t�) 2=19
— —
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— —
—
�-
-
DBL S111p
�— -
— - - — - -C
PLOI
(2) META -16
Lu
-----------------------------------------------
FLO3
META-Vo
— ------
_— —
FLm3
C,JIA
Sls
— — — — - —
FLiI
1�
COY 111714tU n n
u H U C4 N Q
C4
_ _------
------ =
ISL®3
7 rjq
_
11
40
1I
3 r
_
—
FLmI
Dh 1
— —t-------
--- ---1
2X6 LEDGER TO
E>al
=� — —
TRUSS W/ 3/81X4'
F�ml
\Q
LAG SCREWS 1&'
O.C. MAX
Fly®I
WA-
—
- t�) 2=19
14UC-410
PLOI
(2) META -16
Lu
-----------------------------------------------
META-Vo
I_
Z2 G,JIA
1
C,JIA
Sls
— — — — - —
— — — —
1�
COY 111714tU n n
u H U C4 N Q
C4
�! '-f 7 7
7 rjq
SUHDIV. 8e LOT
KENSINGTON
RESERVE
(LOT #117)
MODEL
LARGO
(VERSION#01)
PROJECTIP:
2997.000
PACE:
FLOOR
FRAMING
PLAN
"ELEVATION—C"
ARCHTECT:
STATE OF FLORDA
DAT /28/18
SIC : 71/4"=1,—O"
SHEET
6 Or 9
-
-
-
- CONTROL DATE: ®1-01-15
CONNECTOR - SCHEDULE
5'-0' to
SIMPSON
UX0.
USP
-1'-11 1/2'
AND LIP
DES.
UPLIFT
GRAVITY DES. UPLIFT GRAVITY
FASTENER
-
META -16
1450
HTA 16-16 1400
(-) 10d x 1 1/2' 1 -PLT, (6) I6d 2 -PLY, (U5P: (10) 10d X 1 1/2' - NO 16d OPTION) -
1
RJ META -16
1995
1900
(2) HTA 16-18 2800
-
(10) Iod x t V2' I -PLY, (USP: 00) 10d x 1 V2•) -
(14) 16d 2 -PLY - (USP: NO lbd OPTION) -
= CJ3
HETA-I6
1510-
- HTA 16 - 1615
(W IOd x 1 1/2' 1 -PLT, (8) 1bd 2 -PLY USP: (10) 10d x 1 1/2', NO 16d OPtrCN
CJI
HETA-20
1810
HTA 20 1615
(9) 10d x 11/2' I -PLY, (6) I6d 2 -PLY USP, (10) 10d x 1 1/2', NO I6d OPTION
}
x
Z
(2) WETA-20
2035
2500
(2) HTA-20 31 -To
(10) 10d x 1 1/1' I -PLY USP: (10) lod x 1 12'
(12) 16d 2 -PLY (USP: NO I6d OPTION)
0
LGT-2
2150 -
LUGT-2 - 1915
(1) - 114' x 2 1/4' TITEN 2 PLY (USP: SLK. (5) 1/4' LLS, WOOD (16) 10d - - -
V)
DETAL-20
2480
NO USP CONVERSION FOR SIMPSON PETAL -20
(18) - 10d x 1 1/I, 1 PLY
II I) II
MGT
3%5
M cl.7 4000
(1) 5/8° A.TR N NIGH STRENGTH EPDXY FMN I2' Et BEp), (22) IOd t0 WOOp (USP: (28)10d TO WOOF)
-
HG7-2 •
10960
4 -MT -2 9365
(2) 3/4' Ar.R M HIGH 5t1wENGTH EPDXY (MIN. 12- EMBED), (Ib) Tod 10 WOOD (USP: WOOD (S) 106)
11
HG7-3 .
10530
HUGT-3 9366
(2) 3/4' At.. IN NIGH STRENGTH EPDXY (MIN 12' EMBED), (16) tOd 70 WOOD (USP: WOOD (8) 10d)
4X4 POST LNPER
TRUSS 401
LGT3-SPS2S
3285
LU127-3 5330 -
(12) SPS V4'x2 V2° TO GIRDER (4) 3/e' x S' TITEN HP TO WALL (USP: CONC. (4) 3/8'X 5" WEDGE BOLT, WOOD 02) W625
-
LTA2 -
1210 PARALLEL TO WALL
1425 PERPENDICULAR TO LPTA. 1555 - -
WALL
(10) 106 x 1-1/1' CUSP: (10) 10d x 1 12' - -
= =
VGT
4940
- NO USP CONVERSION FOR SIMPSON Vt7*T
(1) 6/8" ATR N NIGH STRENGTH EPDXY (MN. 12' EMBED), !16) -SDS 1/41X3' TO WOOD
- (2) VGT -
7185
NO USP CONVERSION FOR 51MP$0N !2) MGT)
(2) 5/8' ATR IN HIGhI STRENGTH EPDXY (MN. 12' EMBEP), (32) -SPS 1/41X3• / 2 PLT -
m5-12 -
1000 -
- MTW 12 - 1595 -
04) 10d x I I2' - - - - - (USP: (14) 10d x 1 1/2", (14) 10d) - - -
TRuse TO 4x4 Post
W/ (2) MTS -12
POST TO 4X4 aLKCs.
WTS-16
1150
H -m 16 1660
(16) 10d x 1 1/1' CUSP: (If.) 10d x 1 1/2", (1 6) 10d)
HTS -20
1450
HIW 20 2045
(24) 10d x 1 142' (USP: (24) 10d x t 112', (20) 10d) -
(1) MSTA-30
PST OR 5LKC:. TO CM
WI µTI -4
HTS -24
1450
HTt11 24 2045 -
(24) 10d x 1/2' - (USP: (24) 106 x I V2', (20) Iod)
L5TA-12 ••
925
L5TA 12 9-0
00)10d USP: 00) 10d
LSTA-18 •.
1235
L5TA 18 1360
(14) IOd USP: 04) 10d -
- MSTA-18 -••
1316 -
- MSTA-18 1315 - -
(14) 10d - - USP, (14) 1" - -
_ - - -
- MSTA-24 ..
1640 -
MSTA-24 1750
06) 10d - - USP: (10) IOd -
0-
M6TA-30 «
2050
M5TA-30 2140 - -
(22) 10d - - USP: (22) 10d -
<
MSTA-36 .•
2050
M5TA-36 2525
- -
(26) 10dUSP. <?6) �d
F-
MSTI-36
- 3800
KSTI 236 30°!9 -
(36) lod x 1 V2' - USP, 136) 10d x 1 1/2' - -
MSTI-45 -
5065
- - KTSI 248 4250 - -
(48) I0d x I V2'- - - -
- USP: c48) I9d x t I2•
A013
950
- LFTA 6 1595 -
(e) ad TO PLACES, (5) 8d TO STUDS (USP: (16) 56 x 1 1/21, (16) ed) - -
6P4
885
SPT 4 945
(6) IOd x I I/7' 70 STUDS USP: (6)10d x 1 V2' TO STUDS
Li
A34
395
MP 34 410
(4) ed x 1 12' TO BEAM, (4) 8d x 1 1/2' TO POST. U5P, (4) 8d x 1 1/2'T0 BEAM, (4) 8d x 1 12' TO POST.
HCP2
645
HHCP 2 1010
(12) IOd x 112' USP: (10) IOd x 1 12' t0 tfWSO, (10)10d X 1 12' TO PLATE
HIDA
- 1340
RT 16A - 2180
(18) 10d x 1 12' - - - USP: (9) 10d x I V2' TO TRUSS, (6) 10d X 1 1/2' TO PLATE -
VGT 4 H0U4
4665
PHO 4A 4636
116)-6PS V4 x3' TO WOOD, (10�-SD9 1/4'x2 1/2' W/ THREADED ROD, (2) NUTSALIA&- R2 PLY
USP: 5/8' ATR MIN. T" EMBED SET N HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS
VGT 4 WD -10
4940
TDX 10 5110.
-
(16)-506 1/4"x3° TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/W48HER2PLY -
USP, 1/8' ATR MIN -' EMBED SET N HIGH STRENGTH EPDXY (4) 1/8' THRU-BOLTS -
ABU 44
2200
6665 PAU 44 2535 6TI5
(1) 5/e" ATR IN HIGH STRENGTH EPDXT, (MIN. 1' EMBED-) IN CONC. (U) *d TO WOOD USP; SAME AS SIMPSON
ABU 66
2300
12000 PAU 66 2635 13815
(1) 5/8' ATR IN NIGH STRENGTH EPDXY, (MIN 1' EMBED-) IN CONC- (12)Ibd t0 WOOD U5p: SAME AS r rFSON
LTTI9 ...
1340
LT5 19 1205
(1) 3/4' AtR N HIGH STRENGTH EPDXY, (MN. 1' EMBED.) M CONG, (BAOd t0 WOOD USP: SAME AS SrIPSON
O
_
LT1705 .•
SOO
LT5 205 1106
N I2' ATR N HIGH STRENGTH EPDXY, (MIN -' EMBEOJ N CONC, (IOJIOd TO WOOD
USP: 3/4' ATR MN T' EMBED SET N HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 112', 2-V2'
(�
Z
HTT4
4455
_ 4-1T46 4465
(1) 5/8' A.T.R. N HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN GONG. (IB) Sp"'10 X 112' NSP: (20)16.1)K 2-I29 -
USP HAS MORE NAIL OPTIONS: (20)10d, (20) 10d x 1-1/21,00)1661 x 2 I2' - -
HTT5
5090
HTT45 5430 -
(l) 5/5' A.TR IN HIGH STRENGTH EPDXY (MIK l' EMBED,) N CONC, (26) I6d X 2 V2' (U5P: (20) lbd X 2-12')
U5P HAS MORE NAIL OPTIONS, (287 10d, (28)10d x 1-12', (20) I6d x 2 V2'
HHDQII-SPS 254
11,910
UPHp it 12090
(U P ATR. IN HIGH STRENGTH EPDXY, (MrK 10' EMBED-) N CONC., (24) SD6Y4' x 211' WOOD SCREWS (U5P: (24) 1,163 WOOD SCREWS)
WPI5
6645
TDX 10 5110
(1) 1/8' AS. IN HIGH STRENGTH EPDXY, (MIN 1' EMBED.) N CCW-, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS)
V)
0-1
-
ME5HA 3.56/11.25
-
34-5
- -
5330 NFM35X12U 3165 1130
..
SIMPSON; (1) 3/4' A.T.R. IN HIGH 6TREW.TH EPDXY, (Mf?,. 6.15' EMBEDMENT) IN GMli. TOP, (I) 3/4'
AT.R. IN HIGH 8TREN Tw EPDXY, MIN 675' MMEIEDMENT) N CMU, FACE, (18)IOd TO SEAM -
US-= (1)12' J -BOLI W/ MINIMU-t 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF Cow- W/ 3/4' DIA ITW
RAMSETMEDHEAO DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIK 5' EMBED DEPTH INSTALLED N THE FAC£.
(14 T JOIST
Ld
HU5C412 (WOOD)
-
3635
2660 (FLR) - 2630 (FLR)
HU54121F 9060
3265 (ROOF) 3225 (ROOF)
(10216d TO HEADER, (10) I6d TO WOOD U5P. SAME 45 SIhtP5014
Z
a
HU0410 (Chi)
1610
5065 H0410 IF 1905 3115 -
(16) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD; (USP: (IB) 1/4' x 3' W93 SCREWS, (10) 10d TO WOOD.
=
HUC210-2 (CMU)
1510
5065 HD210-21F 1905 3115
(16)1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (U5P: (113) 1/4' x 3• W53 SCREWS, (10) Vdd TO WOOD
HUC210-3 (CMU)
1510
4000 HD210-31F 1905 3115
(15) 1/4" x 2-3/4' TITEN (9 PER FLANGE) TO CM, (10) 10d TO WOOD: CUSP: (15) 1/4' x 3' W53 SCREWS, (10) IOd TO WOOD
LGUM26-2-SD5
1430 1
3595 NO USP CONVERSION FOR SIMPSON LGtM26-2-SDS 1
(4) 3/5' x 4' TI TEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 I2' SDS SCREWS YO WOOD -
HIGH STRENGTH EPDXY • SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECON FOR WRITTEN APPROVAL. PRIOR TO 5UBSTITX1NG FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
ANCHORING SYSTEMS. -
• WHERE ANCHOR EMBEDMENT IS GREATER THAM 1' DEEP, THE VERTICAL DELL IN CM11. WALL MUST BE FILLED SOLID w/ GROUT.. - - - - -
+PRIOR ICD 1"ON LAIL SCAN BE SUBSTITUTED WITH IOd x 1 V2' NAILS N CONJUNCTION WITH A 23% FEMICTfON IN THE ALLOWABLE LOAD. WITTEN APPROVAL FROM THE ARCHITECT 15 REOUIRED FOR THIS APPLICATION
V)
.. MINIMUM EMBEDMENT INTO THE TOP OF A BON05EAM WILL BE 5', MIND -UM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
LSI
O
ATR.. A-30- ALL THREAD ROD (5tZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
VARIES)
BECAUSE OF THE WIDE VARIETY OP MATERIALS, LOCATICNS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RE-IPCN51E5LE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION
IS USED.
WHEN U0q-G STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / ADG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53
USE OF EXPANSION ANCHOR5 WILL BE EVALUATED ON AN INDIVIDUAL 54515 AND MST HAVE MITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013-, 'HIGH WIND -RESISTANT CONSTRUCTION C-HW09, AND ANCHORING 4 FASTENINa SYOTEM5 FOR CONCRETE 4 MASONRY CATALOG
C-SA5-2012 - -
2x12
(n arn)
1/16' 065
(1 1 pi
NAIL (3) 12d • 6'-8' Or.,
TYP. 2x12 BM. HDR.
® ENTRY
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (W
UP TO
5'-0' to
81_0'
UX0.
W-11 1/2'
-1'-11 1/2'
AND LIP
NUMBER OF HEADER STUDS
CJ5
2
= _
(
_
II
SUPFVWING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
1
2
AT EACW EMD OF HEADER
II p
= CJ3
3
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
AND SUPPLIED BYTRUSS MANUFACTURER.
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. TRUSS/BEAM MUST
NOT BREAK 1'-4' MIN. FROM 2ND. FLR. LINE
ARCNITECTS
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
qb
`%
' _ =_TI
_ -
801
3 3
1
II II II II
�
I
CJ5
2
= _
(
_
II
= Cib
D5 f
D5
�Q
Si
Y
L -------_C.13
= II I
II p
= CJ3
CJI
77
11 Los
�� = �' II 0
CJI
I
GJI
i
11 II
11 II
II
II II II II
I II
p II ti 1
CJi
� �L--
II
II I)
I)
II I) II
I II
II
(2) 2X8 SYP'2 HDR W/
-
C;J3
_ II
II 11
11
ll
II II II II
I II
p =
C,J3
4X4 POST LNPER
TRUSS 401
Q'
_ =
u u
n
u u u I
u u
= =
GJ'S
TRUSS TO µDR W/
�v0va00ov0r
I I
Sm
.401
WOR t0 4X4 POST Wf
MSTA-18
POST TO 4X4 BL.KC%. W/
TRuse TO 4x4 Post
W/ (2) MTS -12
POST TO 4X4 aLKCs.
_ _
_ _
( attic,
- _ .�AC�SS I
,402
(1) MSTA-30
PST OR 5LKC:. TO CM
WI µTI -4
W/ (U MSTA-30
POST OR 3 KCx TO
= _
_ _
_ - - -
_ _
_ _
A0
CMU W/ HTT-4
A013
Li
ARCNITECTS
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
qb
`%
' _ =_TI
_ -
801
3 3
1
II II II II
�
I
CJ5
2
= _
(
_
II
= Cib
D5 f
D5
�Q
Si
Y
L -------_C.13
= II I
II p
= CJ3
CJI
II
11 Los
�� = �' II 0
CJI
I
1
V1
q!p
� �L--
p5
SECOND
E
'FRAMING
PLAN
SCALE: 114 = V-0"
-
01111111111
�v0va00ov0r
TIRIM t0 4X8 POSTTRUSS t0 4X4 POST
UY (2) MTS -11 _ _ — _ _ _ _ _ _ _ W/ (2) MTS -12
POST TO CMU W/ ,�� n POST TO 4X4 BLIG L
14IT-4 I i W/ (1) MSTA-30
-
`%
' _ =_TI
_ -
801
3 3
1
II II II II
I
CJ5
2
= _
(
_
II
= Cib
D5 f
D5
�Q
Si
Y
L -------_C.13
= II I
II p
= CJ3
CJI
II
11 Los
�� = �' II 0
CJI
I
1
V1
q!p
� �L--
p5
SECOND
E
'FRAMING
PLAN
SCALE: 114 = V-0"
-
S VHDIV. & L01%.
KENSINGTON
RESERVE
(LOT #117)
MODEL:
LARGO
(VERSION#01)
PROJECT:
2997.000
PAGE:
ROOF
FRAMING
PLAN
"ELEVATION -C"
aRCHrrEcr�
$TATE OF FLOFtlDA
DA E 3/28/18
sC' :1/4"=i'-0"
SKEET
/7 or
m�
2x STUDS fi=ER GENERAL NOTES 51-4EET
(GN), SECTION TIMBER, NOTE 21.
FIRE -ENGINEERED FLOOR TRUSS
SECURE F'ER FRAMING NOTES
TRUSS SUFFORTED BY 2x6 LEDGER
SECURED TO TRUSS W/ 3/8'x4' LAG
SCREWS a 16' O.C. MAX e GARAGE
WALL
RECESSED LINTEL
EXTERIOR Cl
FRE-€NGINEE
STRAF'F'ING F
10'-0 3' 2ND
F=IN. ELR.
-L V -S' BRG- 1-
P -T. 1x2 W/ MTL
2x6 SUB -RANI
(2) 2x12 HDR.
4RCH CROWN
ARCH SFRINGI
„ � FRAMED ARCH DETAIL
1 FRAMING DETAIL
SCALE: 3/4"=I' -O'
SCALE: 3/4'=V-0'
NJ
ARCNITECTS
Despln
Grou��.
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
BVHDIV. 8c IDT:
KENSINGTON
RESERVE
(LOT #117)
MO DEL:
LARGO
(VERSION#01)
PROJECT#:
299'7.000
PAGE:
ENTRY
SECTION
DETAIL
"ELEVATION -C"
aRC-irrECr•
STATE OF FLOFUDA
rw M'I•V 9(%O/v
EDA 3/28/18
SC :1/4"-1'-0"
31JEET
8 OF 9
1
�000000000�
BVHDIV. 8c IDT:
KENSINGTON
RESERVE
(LOT #117)
MO DEL:
LARGO
(VERSION#01)
PROJECT#:
299'7.000
PAGE:
ENTRY
SECTION
DETAIL
"ELEVATION -C"
aRC-irrECr•
STATE OF FLOFUDA
rw M'I•V 9(%O/v
EDA 3/28/18
SC :1/4"-1'-0"
31JEET
8 OF 9
LOAD CALCULATIONS ONE FAMILY DWELLING
WITH HEAT PUMP (NEC CODE#D2)
HOUSE PLAN: LARGO
e>�
DETECTOR
LOAD INFORMATION
VA
2174 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT.
6,522
(2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA.
3000
(1) LAUNDRY CIRCUIT AT
3000
(1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN
12000
(1) WATER HEATER
9000
(1) DEKWASHER
4000
(1) CLOTHES DRYER
10000
(1) DISPOSAL (1/3 HP)
246
4
GAS am.�T
SUBTOTAL OF GENERAL LOAD
47,768
FWT 10 XVA OF GENERAL LOAD AT 100%
10000
RML40DICR OF GENERAL LOAD 0 4071= 37,768 VA a (.4)
15,107
TOTAL NET GENERAL LOAD
4107
5—TON HEAT PUMP#1 30 AMP X (240 VA) =
7200
\
-----------------s—' ---
5—KW ELECTRIC HEAT 5000 VA z (65%)
3250
0
J-8000
NET GENERAL LOAD
26,107
NET TOTAL HEAT
10,450
TOTAL LOAD
W4V
CALCULATED LOAD FOR SERVICE
35,557 VA / 240 V— 148.16
200 AMP SERVICE
(3) 01 T"1114UN COPPER C4N=TOR5,
f U 6 TWHN/TI. WN COPPER C;ROINO IN 2" CCNOUIT.
TRANW)FRI 1ER BANK( bOkVA
VOLTACsE: 162CA3200-24014WV NEMA 3R 200 AMS,
SERVICE: SINGLE ll -WASE 1201140
TYPE' LINDERMIROLIND C PM50 VOLT 42
AVAILABLE INITIAL SYM'IETRICAL FAULT CIRCUIT DISCONNMCT CIRCUITS
At SECONDARY SIDE* (120/140 VOLTS) M AND METER MLO
MAXIMUM FAULT CURFMNT-. 19390 amps CAN
F MR COMPANY 200
TRANSFORMER AMP. F14" / DATA CABLE ! TV
UIEATHER WEATWER
FROOF BOX PROOF BOX
SERVICE BY OTHERS I LINTERSYSTEM BONOING TERMINAL
AT LOW vOLTA a CONNECTIONS
GRADE LME
//�� //��
PROVIDE •4 THHNnWM COPPER CONNECTED
2 0 0 AMP E L E C T-}- R I C A L IRI S E R TO C%lCREtE ENCA5E0 FOOTER STEEL AND
NOTE: COLD UTATER PIPE.
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY Wr NOTE, IF FVC IS USED THERE 18 NO
AFFLICAME PROVISIONS OF THE NATIONAL M SC. CODE. LOCAL MONOKAWJND TO COLO WATER PIPE.
CODES, AND THE LOCAL POWM CO.
ELECTRICAL LEGEND
SYMBOL DEFINITION NOTES
lov OUTLET Ei�l!°PFD NY Qi711� fMILT
8 Ktewrnye narde rwr
tvmk
I FA v%.Or- LINGF'I�-WIRE 1 ► u1a�1 1aoc� outL>:t
I ! PRE -Wilms I
I � I I $ Euutrc�l
I I � I I EUJItcEI �-w*ra�nan
I I
P CFI � �
— — — — — 4 WIAtC 4 4�IAY Cr9e�1t1Q1
ow
waLL rtatrm
' LW
% DINING a ��
(MAD)
CELWS
PAN -CEILING MOttM LW
PRE -MARE GREAT ROOM
FgCZUW CAN
` VAPOR PROOF
FECEsew Cm
VBVT F,AN
I
„' PENDANT LIC44TS (65) � I
VENT BIW UV
LW
— - — — - — — — — - — — — - — — — — — — —�- —
WWWWRIP
CFI
48' LW STRIP
®� PDR I , /�1`. i PANTRY 0 T W.Ar,daw
24"
+ KITCHEN MUD ROOM k�
— � "
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— i RAE i_i`
0—
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`, GFI CyFI CnFI
\ Ull4SIIQLIGTLp�D
DED. 20 AMP URE P*EL
` GFI a 42' OUTLET FOR
SDlCMD AFF M WAYS ' COND. MEI
E'
e>�
DETECTOR
" " N
fel
i vv K.O0R
ear uv macu�o tr
CARBON MaMtX
DEt1=CiOR
L`k�J
8
KrMr'fe (TAMMle Wvwr
wrteaaWw► Man
t�D
PIMMt LW
GutLE1
tyre)
1EL
JACK
4
GAS am.�T
wvSWITCIED
ldrreuWdR=�T
_____
___ ____ __ _________
------------------------------
- -
CE0.1VCs WADI / -
OUTLET
Itt e(TAWWPMTAC
tom)
\
-----------------s—' ---
FIRST FLOOR
ELECTRICAL
PLAN
0
J-8000
CE`MW" TO M
arrn�rto K ac�oDNpw�e w
mmoommsummt
®
swim
I�aE-wRE
wKt5a1RFJe
� Ila0t *W
4p
FL= LIGHT
"ELEVATION—C"
--------------------
22VV OUTLET
4 WW9 CDMMlZk
SECURITr
OTM KMAD
LANAI FANII41=I1.INrs I
ARCHT'ECT.
COAGN - ,-" _ _ — — — - — COAG -I
LIC,HT LIGNt
EXTERIOR
D
I FA v%.Or- LINGF'I�-WIRE 1 ► u1a�1 1aoc� outL>:t
I ! PRE -Wilms I
I � I I $ Euutrc�l
I I � I I EUJItcEI �-w*ra�nan
I I
P CFI � �
— — — — — 4 WIAtC 4 4�IAY Cr9e�1t1Q1
ow
waLL rtatrm
' LW
% DINING a ��
(MAD)
CELWS
PAN -CEILING MOttM LW
PRE -MARE GREAT ROOM
FgCZUW CAN
` VAPOR PROOF
FECEsew Cm
VBVT F,AN
I
„' PENDANT LIC44TS (65) � I
VENT BIW UV
LW
— - — — - — — — — - — — — - — — — — — — —�- —
WWWWRIP
CFI
48' LW STRIP
®� PDR I , /�1`. i PANTRY 0 T W.Ar,daw
24"
+ KITCHEN MUD ROOM k�
— � "
���
— i RAE i_i`
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SHINGLES OR TILE (PER 51 -DR) REFER TO DETAIL 1/D2 FOR GABLE NOTE: NOTE:
OVER *30 ELT PAPER (OR A R01/ED EQUAL) X-BRACINGG REQUIREMENTS SWIM AS NEEDED SWIM AS NEEDED
TO PLUMB JAMB. TO PLUMB JAMB.
INSTALLED PER SECTION RW5 OF THE FBCR, RE -ENGINEERED I� i"
6TH EDITION- (2011) GABLE ROOF -TRUSS DO NOT EXCEED � DD NOT EXCEED
8' CMU BLOCK 8' CMU BLOCK
—
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OYER 8001= SHEATHING (TYPE AND ATTACHMENT x4 BLOCKING BETWEEN TRUSSES DRYWALL DRYWALL WINDOW DOOR JAMB
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METAL DRIP EDGEFASTENER SCHEDULE FOR ATTACHMENT OR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 SCHEDULE
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TIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL
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---DOOR JAMB / WINDOW
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(PER ASTM CS26) OVER PAPERBACK PER MFR'S SPECIFICATIONS EACH END and 18 O.C.OCMAX 4
EXPANDED METAL LATH, OVER APPROVED SECURE P.T. 2x8 TO BLOCK w/ V x 9' PER MFRS 5PEG11=ICA?IONS) SECURE TWRU FRAME INTO BLOCK w/
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SECURE GABLE To 2x8 P.T. PLATE 4A4E 18' O.C. MAX
w/ 12d NAILS is 8' O.C. MAX scALE: �'=�'-m' scALE: �'=I'-m' MIN. SWANK SIZE .145
7B
MIN. HEAD SIZE 300 ONT.2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT 14-
PLASTIC OR METAL WEEP SCREE �� w/ (2)12d NAILS
INSTALLED gMID-POINT OF TRUSS SPAN NOTE: NOTE:
z' TEXTURED GEMENTITIOUS or 10'-0' O.C. MAX SHIM AS NEEDED SWIM d5 NEEDED P.T. 2x4: CED
COATING MIN. (PER ASTM TO PLUMB JAMB. TO PLUMB JAMB. 3
ATT OR BLOWN -IN INSULATION SECURE TOBLOCKwl (1) � 'TAPCON
C926) OVER CM (R -VALUE PER ENERGY CALLS) DO NOT EXCEED' DO NOT EXCEED" (MIN. EMBEDMENT 149 8' FROM EACH
"GYPSUM BOARD OR �' HIGH STRENGTH 8' CMU BLOCK END and 6 18' O.C. MAX
CEILING BOARD � 8' CMU BLOCK " or
P.T. 2x DRYWALL DRYWALL
OHC. FILLED U -BLOCK w/ ll) "5 (1) DRIVE PIN, 8' I=RON EACH END and
BLOCK WALL SECTION GABLE ROOF (SEE WINDOUVOOR JAMB BLOCKWG Ix4 or 1x2 P.T. NAILER P.T. Ix4 or 4'x4" MIN. 1x4 or 1x2 P.T. NAILER t 18' O.C. MAX
1
CONTINUOUS REBAR DOOR CASING' 055 (4' WIDE MIN) MIN. SWANK SIZE .145
SINGLE STORY SCALA: 3/4'=1'-®' FASTENER SCHEDULE FOR ATTACHMENT) (SEE WINQOW/DOOR JAMB BLOCKI1Vrs
AstENER scHEDULE FOR ATTACHMENT MIN. HEAD SIRE 30@
DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASINCx i
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PER MFR'S SPECIFICATIONS EACH END and 6 IS' D.C. MAX (ATTACHED t0 BLOCKING
OVER 130 FELT PAPER (OR APPROVED EQUAL) - PER MFR'S SPECIFICATIONS) F.T. 2x6: CEiM
INSTALLED PER SECTION RW5 OF THE FBCR, NOTE: SECURE TO BLOCK w/ (2) TAPCONS
6TH EDITION (2011) WINDOW TO BLOCK (+1 2 } STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 149 8' FROM EACH
OVER ROOF SHEATHING (TYPE AND ATTACHMENT DOOR JAMB TO BLOCK (+1 7'2 ' } THROUGH NON-STRUCTURAL MEMBER (lx or a' OSB) END and a 18' O.C. MAX
METHOD PER 'NAILING SCHEDULE' 4B SCALE: I,_I,_m" w/ 4' TAPCON MIN. I J' EMBEDMENT INTO BLOCK or
(2) PRIME PINS, 8' FROM EACH END and
RE -ENGINEERED ROOF TRUSS 9 18' O.C. MAX
EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 16 MIN. SWANK SIZE .145
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4F
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TO PLUMB JAMB.
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ALUMINUM SOFFIT (1) 05 CONTINUOUS REBAR P.T. 2x DRYWALL
/PER PLAN ,:; (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or 1x2 P.T. NAILER SHIM AS NEEDED END and tv 18 O.C. MAX
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ATTACHMENT PER MFR PER PLAN) DOOR JAMB / WINDOW tv 18 O.C. MAX
SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SWANK SIZE .145
PER MFR'S SPECIFICATIONS
DRYWALL MIN. HEAD SIZE 300
NOTE: P.T. Ix4 or 4'x4' MIN. 1x4 or 1x2 P.T. NAILER MIN. EMBEDMENT 111
STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (SEE WNDOW/DOOR JAMB BLOCKING P.T. ix (4" WIDE MR)
ALL INSULATION FASTENER scHEQULE FOR ATTACHMENT
PRECAST OR POURED IN (R -VALUE PER ENERGY CALLS) THROUGH NDN -STRUCTURAL MEMBER (ix or 'OSB) SECURE 2nd 2x TO STRUCTURAL DOOR CASING
P.T. (2) 2x4:.®
PLACE SILL (PER BLDR �� w/ t� TAPCON MIN. 14 EMBEDMENT INTO BLOCK MEMBER w/ (2)12d NAILS 8' FROM DOOR JAMB / WINDOW SECURE TO BLOCK w/ (1) J' TAPCON
GYPSUM WALL BOARD EACH END and 9 181 O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 14') 8' FROM EACH
2' TEXTURED GEMENTITIOUS I) 05 DEBAR VERTICALLY IN 1� �� PER MFR'S SPECIFICATIONS) END and g 18' O.C. MAX
COATING MIN. (PER ASTM CONC. POURED CELL WINDOW TO BLOCK (+1 /g } or
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8 CM " 6 18' O.C. MAX
P.T. FURRING STRIPS 6 16 O.C. 4C SCALE: r=�'-m' THROUGH NON-STRUCTURAL MEMBER (lx or �' OSB) MIN. SI -TANK SIZE .145
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D BASE MIN. EMBEDMENT I
NOTE: WINDOW TO BLOCK (+3 %1,}
SHIM AS NEEDED
a .•
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CRETE SLAB DO NOT EXCEED ' 4GscAL�: �'=�'-m, SECURE TO BLOCK w/ (2) 4' TAPCONS
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4 . . AND REINFORCEMENT) 8' CMU BLOCK END and 18' O.C. MAX
- ��XTERIOR WALL FOOTING DRYWALL UPLIFT UP TO I,IrtS Ib or
BLOCK WALL SECTION - HIP ROOF (SEE FOUNDATION PLAN FOR SIZE (SEE wlNDow�DooR JAMB a F.T. 2x 1x4 or 1x2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and
AND REINFORCEMENT) " SIMPSON WT520 w/ (10)10d NAILS t0 TRUSS 18' MAX
2 SINGLE STORY SCALE: 3/41011-0' FASTENER SCHEDULE FOR ATTACHMENT P.T. Ix (4 WIDE MN.) (4) "X2 4' TAPCONS INTO BOND BEAM ENGINEERED O.C..C.SHANK SIZE .145
DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS
MIN. HEAD SIZE 300
(ATTACHED t0 BLOCKING UPLIFT UP t0 2 5@ ONTINUOUS BOND MIN. EMBEDMENT 1'
BATT INSULATION ADHERED TO CEILING "GYPSUM BOARD OR ' HIGH PER MFR'S SPECIFICATIONS ,3 Ib BEAM
BOARD (R -VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD(2) SIMPSON HT520 EACH SIDE OF TRUSS w/
NOTE:
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INTO BOND BEAM .
THROUGH NON-STRUCTURAL. MEMBER (Ix or a' OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS)SECURE t0 BLOCK w/ (2)' TAPCONS
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ATTIC ACCESS AfR SEAL GASKET T DO V APART 18' O.C. MAX
3 SCALE: RT.S. WOO c BE WEEN OR JAMB TO BLOCK (+2 4 } TRUSS ANCHOR RETRO—FIT MIN. SHANK SIZE .145
D ASfNG GYP. 4D MIN. HEAD SIZE 3@0
BOARD (TYP) SCALE: I'=P-O' SCALE: V.S.
MIN. EMBEDMENT 1 ¢'
ARCHITECT S -)
Design
Group ���.
FAX:407-774-0078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. Bc LOT:
KENSINGTON
RESERVE
(LOT #117)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
2997.000
PAGE:
SECTIONS/
DETAILS
ARCHITECT -
.STATE OF FLORIDA
JAM CANTWELL
NO 12079
D 3/28/18
s ALE: 1/4"-1'-0"
HEFT
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SUBDIV. Bc LOT:
KENSINGTON
RESERVE
(LOT #117)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
2997.000
PAGE:
SECTIONS/
DETAILS
ARCHITECT -
.STATE OF FLORIDA
JAM CANTWELL
NO 12079
D 3/28/18
s ALE: 1/4"-1'-0"
HEFT
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SIZE
NAILING SCHEDULE
LENGTH
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b :
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t THIS DETAIL APPLIES AT ALL EXTERIOR
RE -ENGINEERED FLOOR TRUSSoe
RE -ENGINEERED FLOOR TRU55
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6 32' O.C. MAX
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d)o
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'
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�
jr
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NOTE: (U ANCHOR BOLT
UNLESS NOTED OTWERW15E
UNLESS NOTED OTHERWISE
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10.5.5. TO BE STRUCTURAL GRADE)
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1x CONTINUOUS STRESS
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OUBLE TOP PLATE
UNLESS NOTED OTHERWISE
PRE-ENGINEERED
BOTTOM 4 (I) NEAR MID -CENTER
BLOCKINCx MID -WALL
BLOCKING MID -WALL
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•
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ROOF TRUSS
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BLOCKING 9 MID -WALL
PRE-ENGINEERED TRUSS
BLOCKING BETWEEN
.
SECURE BOTTOM PLATE TO SLAB w/
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(4'-0' O.C. -SHEATHING SEAMS)
UNLESS NOTED OTHERWISE
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING
1) 05 REBAR VERTICALLY IN
ECURE BOTTOM PLATE TO SLAB w/
SHANK GUN NAILS s 6' D.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL.
C
SECURE BOTTOM PLATE TO
/n c tm to lm- ctrl U -ti fin A I -in A r -,L- t
CONC. POURED CELL'
n11 31 F TCOP PI ATF TC) AT11r)
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ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.)
11d NAILS 6 EACH TRUSS (DIAGONAL
SLAB w/ (U 10d CUT NAIL
STUD TO BOTTOM PLATE w/
(LOCATION PER PLAN)
ET IN 5 MPSON HIGH STRENGTH
NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM
X -BRACING TO COVER 5 -TRUSSES
32' O.C. MAX
SIMPSON SP4 (USP SPT4) 32'
PDXY (OR EQUIVALENT) b'
ANY MANUFACTURER
a . �a " A
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MBEDMENT MIN. 6 32' O.C. MAX
L51MPWN
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(SEE FOUNDATION PLAN FOR SIZE
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11 (SEE FOUNDATION PLAN FOR SIZE
32' O.C. MAX
5P4 (USP 5PT4) 6 32'
SIZE
HEAD
LENGTH
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SPANK
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110,000
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ST FLOOR STUDS TO 2ND FLOOR STUDS
-
PER INCH)
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44 A
BUILDING LENGTH(, ° d a d_:: NCRETE SLAB � a ONCRETE SLAB NTERIOR BEARING WALL FOOTING NTERIOR BEARIN
RIOR BEARING -WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE
ROOF SHEATHING LAYOUT AND ENDWALL ° (SEE FOUNDATION PLAN FOR SIZE AND i REINFORCEMENT) AND REINFORCEMENT)
BRACING FOR GABLE END FRAMING Q : AND REINFORCEMENT)
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73 73 Ll
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Ed RING SHANK GUN NAILS A 4' O.G.
O
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(SEE FOUNDATION PLAN FOR SIZE
(SEE FOUNDATION PLAN FOR SIZE
1
TOP # 50TTOM EDGES
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ST FLOOR STUDS TO 2ND FLOOR STUDS
-
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SINGLE STORY L.B.W. w/ NO UPLIFT
SINGLE STORY L.B.W. w/ UPLIFT
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RI nrielMr.. a MIP')-Illdl
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RE -ENGINEERED FLOOR TRUSSoe
RE -ENGINEERED FLOOR TRU55
73
SUB -FLOOR SHEATHING
Lu
8d RING SHANK
NAILS 6' Q.C. IN FIELD
d)o
OUBLE TOP PLATE
'
TYP. 3/4' T 4 SUB -FLOOR DECKING GLUED
jr
FOR WALL SHEATHING -
TO ALL EXPOSED MEMBERS
- TOP PLATE SPLICE DETAIL
2x STUDS 6 16' O.C. MAX
10.5.5. TO BE STRUCTURAL GRADE)
.
3: 3/4'=1,-®'
OUBLE TOP PLATE
UNLESS NOTED OTHERWISE
PRE-ENGINEERED
PRE-ENGMERED
2' GYPSUM WALL BOARD
•
ROOF TRUSS
ROOF TRUSS
a
.
2x CONTINUOUS 5TRE55
4'-0' MINIMUM OYERLAP FOR TOP PLATE SPLICE
RE -ENGINEERED GABLE TRUSS
BLOCKING a MID -WALL
BLOCKING 9 MID -WALL
DIAGONAL BRACE a CENTER OF M55 SPAN or2x4
BLOCKING BETWEEN
.
SECURE BOTTOM PLATE TO SLAB w/
SECURE TOP PLATES w/ 16d COMMON NAILS 6 4' O.G.
HIGHEST RIDGE.
TRUSSES AT FIRST t2) BAPS
TR
Q
' x V ANCHOR BOLT w/ 2' WASHER
SET IN SIMPSON HIGH STRENGTH
2-ROUZ, STAGGERED
DIAGONAL BRACE TD BE ANY SPAN 15'-0' OR
(4'-0' O.C. -SHEATHING SEAMS)
UNLESS NOTED OTHERWISE
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UNLESS NOTED OTHERWISE
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2x WOOD or METAL STUDS
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NOTE:
_ - - --_^^ - � ' • ^- • - ^ . - - - -_
w/ SIMPSON 5P4 (U5P SPT4)
6 32' O.C. MAX
ST FLOOR STUDS TO 2ND FLOOR STUDS
i o
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ELECTRO GALVANIZED STRIP
DO NOT SPLICE TDP PLATES WITHIN 6'-0'
SECURED w/ SIMPSON OR USP MSTA36
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OF ENDS OF WOOD STRUCTURAL PANEL
4 T4G SUBFLOOR (ATTACHMENT
'NAILING
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METHOD PER 'NAILING SCHEDULE')
T5
U
UNTHREADED SHANK t0 EXTEND
6 24' O.C. MAX
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"
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NOTE:
ST FLOOR STUDS TO 2ND FLOOR STUDS
i o
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ELECTRO GALVANIZED STRIP
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SECURED w/ SIMPSON OR USP MSTA36
o
z -
NAILS 6 12 O.C. IN FIELD
OF ENDS OF WOOD STRUCTURAL PANEL
4 T4G SUBFLOOR (ATTACHMENT
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•
Z
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SHEAR WALLS.
METHOD PER SCHEDULE')
METHOD PER 'NAILING SCHEDULE')
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U
UNTHREADED SHANK t0 EXTEND
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BEYOND THICKNESS OF
t THIS DETAIL APPLIES AT ALL EXTERIOR
RE -ENGINEERED FLOOR TRUSSoe
RE -ENGINEERED FLOOR TRU55
73
SUB -FLOOR SHEATHING
WALLS AND INTERIOR SHEAR WALLS.
OUBLE TOP PLATE
TYPICAL EXTERIOR SHEATHING ATTACHMENT
TYP. 3/4' T 4 SUB -FLOOR DECKING GLUED
jr
FOR WALL SHEATHING -
TO ALL EXPOSED MEMBERS
- TOP PLATE SPLICE DETAIL
2x STUDS 6 16' O.C. MAX
10.5.5. TO BE STRUCTURAL GRADE)
3: 3/4'=1,-®'
OUBLE TOP PLATE
UNLESS NOTED OTHERWISE
2' GYPSUM WALL BOARD
" GYPSUM WALL BOARD
2x CONTINUOUS STRESS
2x CONTINUOUS 5TRE55
NOTE:
RE -ENGINEERED GABLE TRUSS
BLOCKING a MID -WALL
BLOCKING 9 MID -WALL
DIAGONAL BRACE a CENTER OF M55 SPAN or2x4
BLOCKING BETWEEN
SECURE BOTTOM PLATE TO SLAB w/
HIGHEST RIDGE.
TRUSSES AT FIRST t2) BAPS
TR
2x STUDS � 16' O.C. MAX
' x V ANCHOR BOLT w/ 2' WASHER
SET IN SIMPSON HIGH STRENGTH
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(4'-0' O.C. -SHEATHING SEAMS)
UNLESS NOTED OTHERWISE
EPDXY (OR EQUIVALENT) b'
GREATER (REFER t0 TRUSS ENGINEERING FOR
2) 2x4 SYP *1 DIAGONAL BRACE w/ (3)
SECURE BOTTOM PLATE TO
EMBEDMENT MIN. w 32' O.C. MAX
ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.)
11d NAILS 6 EACH TRUSS (DIAGONAL
SLAB w/ (U 10d CUT NAIL
STUD TO BOTTOM PLATE w/
•
0'-0' - 30'-0' USE (1) X -BRACE
30'-1' - 60'-0' USE (3) X -BRACE
X -BRACING TO COVER 5 -TRUSSES
32' O.C. MAX
SIMPSON SP4 (USP SPT4) 32'
�
(1) X -BRACE 6 CENTER 4 (2) BRACES
a . �a " A
4 O.G. MAX
DIVIDED EQUALLY FROM CENTER TO END 4
ca a.
� ONCRETE SLAB
a
Q_ a ONCRETE SLAB
(SEE FOUNDATION PLAN FOR SIZE
' ' (SEE FOUNDATION PLAN FOR SIZE
AND REINFORCEMENT) .
AND REINFORCEMENT)
ACK AT ALL UPRIGHTS
OVER 4'-10' HIGH
OVER '
NTERIOR BEARING WALL FOOTING
NTERIOR BEARING WALL FOOTING
(AS PER TRUSS ENGINEERING
(SEE FOUNDATION PLAN FOR SIZE
(SEE FOUNDATION PLAN FOR SIZE
AND REINFORCEMENT)
AND REINFORCEMENT)
PLASTIC OR METAL -
WEEP SCREE
TWO STORY L. B. W. w/ NO UPLIFT
TWO STORY L.B.W. w/ UPLIFT
SHOWN w/ CMU (FRAME CONDITION XYYX
SB
TBA
SAME X -BRACING REQUIREMENTS) WA2
ONT. 2x4 RAT -RUN ATTACHED TO EACH
SCALE: 3/¢'=1'-0'
SCALE. 3/4'=1'-0'
GABLE X -BRACING
TRU55 w/ (2)12d NAILS
1INSTALLED
IT MID -POINT OF TRUSS SPAN
SCALE: 3/4'■l'-m'
or 10'-0' O.C. MAX
ARCHITECTS
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�
�000000000�
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT #117)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
2997.000
PAGE:
SECTIONS/
DETAILS
ARCHITECT -
STATE OF FLORIDA
vvs' "
DA E: 3/28/18
s ALE: 1/4' =1'-0"
:jftEET
D 2
4
TYPICAL VALLEY TRUSS
1
m III �
IIIEll
IMPSON VTCR or LISP VTT I����� i
SPACING (1) -0 EACH END
AND 6'-0' O.C. MAX
wiiiiiq;
a
0 0
"
4>00o
CONNECTION
SCALE:: 3I4' =1'-0'
2x RIDGE ONE SIZE LARGER THAN
RAFTER SIZE w/ MIN. (3)12d NAILS
or MIN. (4)10d GUN NAIL
Ix6 COLLAR TIES EVERY OTHER
RAFTER w/ MIN. (3)12d NAILS or
MIN. (4)10d GUN NAIL
2x RAFTS
1x8 NAILER SECURED t0 TRUSSES
BELOW w/ (2)12d NAILS or (3)10d
GUN NAILS 6 EACH TRUSS -
0
RAFTER TO TRUSS wl SIMPSON
MT512 or USP MTW12
(CREATE VOID FOR STRAP
PENETRATION
CONVENTIONALLY FRAMED ROOF
4 SCALE: 3/4'=1'-0'
2x4 SECURED TO GABLE END w/
(2)12d -0 EACH UPRIGHT
2x4 SECURED TO GABLE END w/
(2)12d SPACED 6' - 8' O.C. MAX
� �
0
ALTERNATE CONNECTION
SECURE RAFTER To BLOCKING BETWEEN TRUSSES
w/ SIMPSON or USP MSTA24
SECURE BLOCKING* t0 TRUSS BOTTOM CHIORD wl
(3)12d NAILS is EACH END.
-ENGINEERED ROOF TRUSSES
001= DECKING OVER PRE -ENGINEERED ROOF TRUSSES
-ENGINEERED TRUSS
s' GYPSUMBOARD OR
HIGH STRENGTH CEILING
BOARD
INCLE 2x TOP PLATE
2" GYPSUM WALL BOARD
2x WOODS STUDS a 24' O.C.
(SIZE PER PLAN)
ECURE BOTTOM PLATE TO
SLAB w/ 10d MASONRY
NAILS � 32' O.C. MAX
0NCRETE SLAB
(SEE FOUNDATION PLAN FOR
SIZE AND REINFORCEMENT)
--WATER RESISTANT BACKERBOARD
4a d
(DENSHIELD)
2x4 RAFTER Q 24' O.C.
/2' DENSHIELD (SEAT DECK MUST
P t. 2x STUD
'
BE SLOPED 1/2MIN. TO PAN)
SIMPSON L30 or USP A3
INTERIOR
NON—BEARING WALL
'
or 8 CMU BLOCK WALL
APELASTIC AQUA DEFENSE WATER PROOF
BLOCKING (EACH END
7A wood sr�s
' , ,
SCALE: 3/4 =1-0
MEMBRANE t0 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 RAFTS
P.T. 2x4 STUDS
AMID FIBERGLASS PAN APPLIED
I6' O.C. MAX
PRIOR TO MEMBRANE
2x4 FRAMING (TYPICAL)
VARVE $ P€R PLAN INSTALLATION
SIMPSON H2BA or USP RTIA
i� GYPSUM BOARD OR
R PAN
a EACH RAFTER TAIL CONNECT(
s HIGH STRENGTH CEILING
(FIBERGLASS OR CERAMIC)
SIMPSON L30 or USP A3
BOARD
TOP OF EACH RAFTER CONNECT(
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W TOP CHANNEL (25 GAUGE)
TOP CHANNEL TO TRUSS w/
SHOWER SEAT
DRYWALL SCREWS (EACH TRUSS
2
FRAMED OVERHANG
or 24' OL. MAX)
SCALE: 3/4'=1'-®'
SCALE: 314'=1'-0'
' GYPSUM WALL BOARD
3 % METAL STUDS (25 GAUGE) 0
24' O.0 w/ FULL LENGTH LAYER OF
A
CAST LINTEL
1/2' TYPE GYPSUM WALLBOARD,
SECURE 2x TO CMU w/ (2) 3f6 x 3' TAPCONS
ATTACHED TO EACH SIDE a 12' O.C.
WITHIN 8' OF EACH END AND via' D.G. MAX
3 %' BOTTOM CHANNEL (25
or
CURE 2x4 FLAT t0
GAUGE) BOTTOM CHANNEL TO
DRIVE PIN
BLOCK w/ CUT NAILS
SLAG w/ 10d x 1' MIN. MASONRY
(MIN. SHANK SIZE .145
0
NAIL w/ WASHER 6 32' O.C. MAX.
4 MIN. EMBEDMENT OF 0/4')-
WITHIN S' OF EACH END AND eIS' O.C. MAX
°
o
-
ONCRETE SLAB
—
°
(SEE FOUNDATION PLAN FOR
WALL SHEATHING o
SIZE AND REINFORCEMENT)
(TYPE AND ATTACHMENT METHOD fl LL
PER 'NAILING SCHEDULE')
.T. 2x8 STUD BLOC
CURE 2x6 MIN. TO BLOCK w/
(2) ' 9' ANCHOR
NOTE:
x BOLTS w/ 2'
0
B WASHER SET IN SIMPSON or USP
STUD GAUGE
IS HEIGHT SPECIFIC. CONSULT
HIGH STREWTH EPDXY
w/ MANUFACTURER ON STUD HEIGHT LIMITS.
Roue OPENING (UP TO s' -V)
(MIN. 6' EMBEDMENT)
Lu Z
INTERIOR
NON-BEARING WALL
o
7B_ METAL Sws
SCALE: 3/4'=1'-0'
CURE 2x6 MIN. TO BLOCK w/
(3)V x 9' ANCHOR BOLTS w/ 2'
' TEXTURED CEMENTITIOUS
I) REBAR VERTICALLY IN CONC. POURED
CAST OR POURED IN
WASHER SET IN SIMPSON or USP
COATING MIN. (PER ASTM
CELL (SIZE AND LOCATION PER PLAN)
PLACE SILL (PER 5LDR)
HIGH STRENGTH EPDXY (MIN. 6'
092(b) OVERC
EMBEDMENT
'CMU BLOCK
°
••
ATHER STRIP MOLDING AROUND DOOR
LEO,`
C
'
` `
(PER MANUFACTURER'S SPECIFICATIONS)
2x6 P.T. WOOD STUD SECURED TO FILLED
CELL w/ (3)V x V ANCHOR BOLTS wl 2'
GALVANIZED STEEL TRACK BRACKETS
WASHER SET IN SIMPSON or USP HIGH
(BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS
STRENGTH EPDXY (MIN. 6' EMBEDMENT)
PER MANUFACTURER'S SPECIFICATIONS
VERHEAD GARAGE DOOR (BY OTHERS)
ARCH WINDOW FRAME
3
SECTION
GARAGE DOOR BUCK ATTACHMENT
SECTION
ALVANIZED STEEL VERTICAL TRACK
SCALE=: 314'=1'-0'
A
6
SCALE: 3/4'=1'-0'
B SCALE:N.tS.
(BY OTHERS - INSTALLED PER
E
MANUFACTURERS SPECIFICATIONS)
ARCHITECTS
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
0
SUBDIV. & LOT:
KENSINGTON
.RESERVE
(LOT #117)
MODEL:
LARGO
{VERSION#01}
PROJECT#:
2997.000
PAGE:
SECTIONS
DETAILS
ARCHITECT.
STATE OF FLORIDA
M,AQ 29
D :/28/18
S ALE: 1/4"=1'-0"
HEST
D 3
01111111111
SUBDIV. & LOT:
KENSINGTON
.RESERVE
(LOT #117)
MODEL:
LARGO
{VERSION#01}
PROJECT#:
2997.000
PAGE:
SECTIONS
DETAILS
ARCHITECT.
STATE OF FLORIDA
M,AQ 29
D :/28/18
S ALE: 1/4"=1'-0"
HEST
D 3
AR C H I T E C T S
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
HINGLE5 OR TILE (PER BLDR) SHINGLES OR TILE (PER BLDR)
REFER TO DETAIL 1/02 FOR GABLE
RAtT OR BLOWN -IN INSULATION
(R -VALUE PER ENERGY CALCB)
OVER x'30 FELT PAPER (OR APPROVED OVER 030 FELT PAPER (OR APPROVED
X -BRACING REQUIREMENTS
PRE-ENGINEERED ROOF TRU
EQUAL) INSTALLED PER SECTION 8905 OF EQUAL) INSTALLED PER SECTION R905 OF
PIRIE.-ENGINEERED
THE FBCR, 6TH EDITION (2011) THE F5CR, 6tH EDITION (2011)
GABLE ROOF TRUSS
TWIST STRAP t PLAN
DOUBLE TOPOP PLAT
OVER ROOF SHEATHING (TYPE AND OVER ROOF SHEATHING (TYPE AND
2x4 BLOCKING BETWEEN TRUSSES
ATTACHMENT METHOD PER 'NAILING ATTAG�-IMENT METHOD PER 'NAIL
AT FIRST (2) BAYS
_
METAL DRIP EDG
SCHEDULE') SCHEDULE'
(4'-0' O.C. 1p SHEATHING SEAMS)
2x6 SUB -BAN
' GYPSUM BOARD OR J' HIGH METAL DRIP E
_
STRENGTH CEILING BOARD 2x6 SUB -BAN
- Il.
VENTED
ALUMINUM 5OFFIT
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TII=FBACK AT ALL UPRIGHTS
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= 2 x 2' WOOD SCREWS
'
EXTERIOR BEARING STUD.
(AS PER TRUSS ENGINEERING)
= ALL SPACER
FOR CONDITIONS WHERE TRU55 AND PSR
PLAN
T. 2x4 RAT -RUN ATTACHED TO
PER PLAN
STUD LINE-UP, USE ,4 SIMPSON N10A DOUBLE TOP PLA
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WINDOW HEADER
(USP Rt16A)
ALL INSULATION
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-
-
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2x8 BLOCKING
$' TEXTURED CEMENTITIOUS COATING MIN.
--WINDOW
(PER ASTM C926J OVER PAPERBACKT
(PER PLAN), ATTACHMENT
OR BLOWN -IN INSULATION
SECURED w/ (3)12d
(PER ASTM C926) OVER PAPERBACK
EXPANDED METAL LATH, OVER APPROVED
PER MFR SPECIFICATIONS
(R -VALUE PER ENERGY CALLS)
= NAILS EACH EN
-
EXPANDED METAL LATH, OVER APPROVED
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2 -LAYER WATER RESISTANT BARRIER, OVER
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-
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BILL METHOD PER 'NAILING SCHEDULE'
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WINDOW
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METHOD PER NAILING SCHEDULE
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EXTERIOR BEARING STUDS (R -VALUE PER ENERGY CALC5
[ SIZE AND SPACING PER NOTE 021,
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SECURE GABLE TO DBL TOP PLATE w/ SIMPSON
-
= RYWALL
-
OF FLOOR TRUSS (TOP 2x4 SUPPORTS
UNDER CATEGORY TIMBER ON WINDOW HEADER
HGA10 ID 24' D.C. MAX
BOTTOM PLATE of 2nd FLOOR WALL
_
GENERAL NOTES SKEET GN)] (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 is 32' O.C. MAX
i'-4' MIN. FROM 2nd FLOOR LIN
FRAME WALL SECTION
— GABLE ROOF
(or EQUIVALENT INSTALLED PER MFR'S SPECS)
RAILING DETAIL
3
D
4-B
CONTINUOUS 2x6 w/ (6)16d NAILS
SCALE: 3/4'=i'-0'
SCALE- V.S.
50TTOM OF FLOOR TRU55 (BOTTOM 2x6
RE -ENGINEERED FLOOR TRUSS
15 A NAILER FOR WALL SHEATHING
7B
'
NOTE:
BATT OR BLOWN -IN INSULATION
INGLES OR TILE (PER BLDR)
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(R -VALUE PER ENERGY CALCS
PLASTIC OR METAL WEEP SCREE :: `
o
STRENGTH CEILING BOARD
DDED STRAP HANDRAIL
HANDRAILS WITH A CIRCULAR CROSS
SECTION SHALL HAVE AN OUTSIDE-ENGINEERER ROOF TRUS
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EQUAL) INSTALLED PER SECTION 8905 OF
CONC. FILLED U -BLOCK w/
�',".
(PER PLAN)
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/ THE FBCR, 6TH EDITION (2011) -
ll) #5 CONTINUOUS REBA
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OF
OYER ROOF SHEATHING (TYPE AND
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PER PLAN)
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'° SCHEDULE')
SPECIFfCATfON
MAX
GREATER THAN 6 j INCHES (160 MM) WITH VENTED
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-
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EXPANDED METAL LATH, OVER APPROVED
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42' IGNEEWALL
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°°
°
7B 1) COURSE TIE -BEAM POURED SOLID w/
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16d NAILS 8' D.C. M
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l
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-ENGINEERED FLOOR TRUSS
76 Q °
ua
D BASE
-01
MBEDDED STRAP
ONTINUOUS 2x6 w/ (6)16d NAILS
(MIN. IN 5!_AW
REBAR 48' LONG w/ 6' HOOK
2x4 BR►4CE g 48' O.C. wi (5)12d NAILS
7H (or EQUIVALENT) 7H
W
BOTTOM OF FLOOR TRUSS (BOTTOM 2x6
15 A NAILER FOR WALL SHEATHING)
24' O.C. (MIN. 24' IN SLAB)
s EACH EN
(PER PLAN)
d a.
' GYPSUM BOARD OR J' HIGH
.»
Q .. 'CONCRETE REINFORCED w/ F15ERME514 AT
STRENGTH CEILING BOA
J' TEXTURED CEMENTITIOUS :_
z
a a A RATE OF : f5lbe PER CUBIC YARD ON 6 -MIL
CONC. FILLED U -BLOCK wi
:.,
��
COATING MIN. (PER ASTM , .:.
0926) OVER CMU
'GYPSUM BOARD OR �" HIGH
� °
..� � � - Q POLY ETHYLENE VAPOR BARRIER ON WELL
(i) 05 CONTINUOUS REBA
...
STRENGTH CEILING 50ARD
° ° COMPACTED CLEAN TERMITE TREATED FILL
°
NOTE:
z(3) p5 REBAR ON CHAIRS
STRUCTURAL SHEATHING MUST NOT
ONC. FILLED U -BLOCK w/
o
FLOOR TRUSS CONNECTION
BREAK WITHIN 1'-4' MIN. FROM 2nd.
(I) 05 CONTINUOUS REBARPERPENDICULAR
2 SCALE. 3/4'4-0'
PARALLEL TO
FLOOR LINE
BLOCK
OPEN TO ABOVE WALL
SECTION
TO BLOCK
TWO STORY
SCALE: 3/4'=1'-0'
AR C H I T E C T S
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT #117)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
2997.000
PAGE:
SECTIONS/
DETAILS
ARCHITECT
_STATE OF FLORIDA
D E�:�3/26/18
S ALE:1/4"-1'—O"
cft-T-k-
IDN
4
�omv00000t�►,
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT #117)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
2997.000
PAGE:
SECTIONS/
DETAILS
ARCHITECT
_STATE OF FLORIDA
D E�:�3/26/18
S ALE:1/4"-1'—O"
cft-T-k-
IDN
4
CO�INECT BOTTOM OF
.O
PLAN VIEW - 2x6 WALL STRAP To CMU BLOCK WALL • •
W/ (12) J' TAPCONS
NOTE:
• MINIMUM END AND
Ste: KTA EDGE DISTANCE FOR
TITEN SCREWS IS IV
1/16' O.S.B. SHEATHING OR
MSTCM40
( INSTALLED ON TOP OF 1l1' CDX PLYWOOD
WALL SHEATHING
8 2x4 EXTERIOR WALL
STUDS
2x4 BOTTOM PLATE
PLAN VIEW 2x4 WALL
lA6' 0.5.5. SHEATHING OR
MSTCM40 1/2' COX PLYWOOD
(INSTALLED ON TOP OF
STUDS
WALL SHEATHING
$ 2X6 EXTERIOR WALL
2X6 BOTTOM PLATE
PLAN VIEW — 2x6 WALL
—Tzz--
2X EXTERIOR WALL STUDS
4' r * G suB-Loom GLur-
NAILED AS PER NAILING SCSI
SECOND FIN. FLR DSL
a
2x4 BOTTOM i
TOP OF
Le MASONRY WALL 2x4 EXTERIOR WALL
N
A ELEVATION VIEW
SCALE: KT5,
(2, EXTERIOR STUD WALL — INSIDE CORNER � � 11,111 1%0DISTANCE FOR B ELEVATION VIES
SCALE.- KTA TITEN SCREWS IS IV SGaLE: KtA.
2x EXTERIOR WALL STUDS
HTT-4 SECURED TO STUD
W/ (20)10d X 1 I' NAILS
SECOND FIAT. R.R.
ii
PRE-ENGINEERED FL i
TRUSS (GIRDER DRAWN) i
As i TOP OF WALL
IAV 0.6-5. SHEATHING OR PRE-ENCx1NEE1�D RL00
1i1' COX PLYWOOD R TRUSS
(GIRDER DRAWN)
5/8' A.T.R 14TT-4 SECURED TO STUD WI (20)
BEARING POST/ BEARING STUD 10d X I J' NAILS
(PER PLAN)
5/8' A.T.R. IN HIGH STRENGTH
EPDXY (MIN. l' EMBED)
XTERIOR STUD WALL CORNER TO POST
JDS
SCALE$ Ktb.
FOUNDATION (PER PLAN)
IA6' 0.S.3. SWEATHING OR in __..
PLYWOOD
Su8FL00R CxLuED
NAILED AS PER NAILING SCHE
2X6 BOTTOM F
2X6 EXTERIOR WALL S
111 Al O.S.B. SHEATHING OR 111'
PLYWOOD
U
PLAN VIEW — 2x4 WALL
PRE-ENGINEERED FLOOR TRUSS
CONC. FILLED LINTEL BLOCK W/ (1) 05
CONTINUOUS R EBAR
HTT-4 SECURED TO STUD W/ (20)10d
X I i' NAILS
5/8 A.T.R. IN HIGH STREN[3TH EPDXY
(MIN. 1' EMBED)
PLAN VIEW — 2x6 WALL
DSL. STUD REQUIRED W/ 2x4 WALL
IAV O.SB. SHEATHING OR 1/2' COX o
PLYWOOD
i
O � �
i
i
SECOND FIN FLR
-ENGINEERED FLOOR TRUSS
IC. FILLED LINTEL BLOCK W/ (1) 05
ITINUOUS REBAR
-4 SECURED TO STUD W/ (20)10d
NAILS
A.T.R. IN HIGH STRENGTH EPDXY
1' EMBED)
2X EXTERIOR WALL STUDS
ITT -4 SECURED TO STUD W/
(20)10d X I I' NAILS
o PRE-ENGINEERED FLOOR TRUSS
i 5/8' A.T.R. IN HIGH STRENGTH EPDXY
TOP OF (MIA. I' EMBED)
MASONRY WALLi
Is
CONC. FILLED LINTEL BLOCK W/ (1) +5
SOLID BLOCKIWG REQUIRED CONTINUOUS REBAR
UNDERNEATH STUD
C ELEVATION VIEW
A R C N IT E C T S
/_ Design I
FAX:407-774-4078
www.abdesigrigroup.com
AA #: 0003325
MSTCM40 1/16' O -se. SHEATHING OR
( INSTALLED ON TOP OF 1/2 CDX PLYWOOD
=
WALL SHEATHIAIG f 1/16' O,S.S. SHEATHING OR
.; , . i
2x4 EXTERIOR WALLIn ' cox PLYWOOD
L
A STUDS
CONNECT TOP OF STRAP
o.
• •
2x4 BOTTOM PLATE TO SOLID STUD W/ (16)16d
• •
SINKER NAILS
PLAN VIEW - 2x4 WALL
7f
. .
_ ..
PRE-ENGINEERED FLOOR
. .
MSTCM40 TRUSS
(INSTALLED ON TOP OF IAV OSB. SHEATHING DR
WALL SHEATHIAIG l/2' CDX PLYWOOD MSTCM40
X6 EXTERIOR WALL
.
A STUDS
2X6 BOTTOM PLATE
CO�INECT BOTTOM OF
.O
PLAN VIEW - 2x6 WALL STRAP To CMU BLOCK WALL • •
W/ (12) J' TAPCONS
NOTE:
• MINIMUM END AND
Ste: KTA EDGE DISTANCE FOR
TITEN SCREWS IS IV
1/16' O.S.B. SHEATHING OR
MSTCM40
( INSTALLED ON TOP OF 1l1' CDX PLYWOOD
WALL SHEATHING
8 2x4 EXTERIOR WALL
STUDS
2x4 BOTTOM PLATE
PLAN VIEW 2x4 WALL
lA6' 0.5.5. SHEATHING OR
MSTCM40 1/2' COX PLYWOOD
(INSTALLED ON TOP OF
STUDS
WALL SHEATHING
$ 2X6 EXTERIOR WALL
2X6 BOTTOM PLATE
PLAN VIEW — 2x6 WALL
—Tzz--
2X EXTERIOR WALL STUDS
4' r * G suB-Loom GLur-
NAILED AS PER NAILING SCSI
SECOND FIN. FLR DSL
a
2x4 BOTTOM i
TOP OF
Le MASONRY WALL 2x4 EXTERIOR WALL
N
A ELEVATION VIEW
SCALE: KT5,
(2, EXTERIOR STUD WALL — INSIDE CORNER � � 11,111 1%0DISTANCE FOR B ELEVATION VIES
SCALE.- KTA TITEN SCREWS IS IV SGaLE: KtA.
2x EXTERIOR WALL STUDS
HTT-4 SECURED TO STUD
W/ (20)10d X 1 I' NAILS
SECOND FIAT. R.R.
ii
PRE-ENGINEERED FL i
TRUSS (GIRDER DRAWN) i
As i TOP OF WALL
IAV 0.6-5. SHEATHING OR PRE-ENCx1NEE1�D RL00
1i1' COX PLYWOOD R TRUSS
(GIRDER DRAWN)
5/8' A.T.R 14TT-4 SECURED TO STUD WI (20)
BEARING POST/ BEARING STUD 10d X I J' NAILS
(PER PLAN)
5/8' A.T.R. IN HIGH STRENGTH
EPDXY (MIN. l' EMBED)
XTERIOR STUD WALL CORNER TO POST
JDS
SCALE$ Ktb.
FOUNDATION (PER PLAN)
IA6' 0.S.3. SWEATHING OR in __..
PLYWOOD
Su8FL00R CxLuED
NAILED AS PER NAILING SCHE
2X6 BOTTOM F
2X6 EXTERIOR WALL S
111 Al O.S.B. SHEATHING OR 111'
PLYWOOD
U
PLAN VIEW — 2x4 WALL
PRE-ENGINEERED FLOOR TRUSS
CONC. FILLED LINTEL BLOCK W/ (1) 05
CONTINUOUS R EBAR
HTT-4 SECURED TO STUD W/ (20)10d
X I i' NAILS
5/8 A.T.R. IN HIGH STREN[3TH EPDXY
(MIN. 1' EMBED)
PLAN VIEW — 2x6 WALL
DSL. STUD REQUIRED W/ 2x4 WALL
IAV O.SB. SHEATHING OR 1/2' COX o
PLYWOOD
i
O � �
i
i
SECOND FIN FLR
-ENGINEERED FLOOR TRUSS
IC. FILLED LINTEL BLOCK W/ (1) 05
ITINUOUS REBAR
-4 SECURED TO STUD W/ (20)10d
NAILS
A.T.R. IN HIGH STRENGTH EPDXY
1' EMBED)
2X EXTERIOR WALL STUDS
ITT -4 SECURED TO STUD W/
(20)10d X I I' NAILS
o PRE-ENGINEERED FLOOR TRUSS
i 5/8' A.T.R. IN HIGH STRENGTH EPDXY
TOP OF (MIA. I' EMBED)
MASONRY WALLi
Is
CONC. FILLED LINTEL BLOCK W/ (1) +5
SOLID BLOCKIWG REQUIRED CONTINUOUS REBAR
UNDERNEATH STUD
C ELEVATION VIEW
A R C N IT E C T S
/_ Design I
FAX:407-774-4078
www.abdesigrigroup.com
AA #: 0003325
SVBDN. 8e LOT:
KENSINGTON
RESERVE
(LAT #117)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
2997.000
PACE:
SECTIONS/
DETAILS
ARCHnr-ar:
STAN OF FLOFADA
JAM
AFi N 12079
DA �.-3/28/18
SCKLM: 1/4 "=lp–o"
SHEET
000000000
SVBDN. 8e LOT:
KENSINGTON
RESERVE
(LAT #117)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
2997.000
PACE:
SECTIONS/
DETAILS
ARCHnr-ar:
STAN OF FLOFADA
JAM
AFi N 12079
DA �.-3/28/18
SCKLM: 1/4 "=lp–o"
SHEET
NOTE:
CURE EACH KING STUD TO TOP PLATE w!
STRUCTURAL SHEATHING MUST NOT
SIMPSON SP4 or USP SPT4
BREAK WITHIN 1'-4' MIN. FROM 2nd
(FOR 2x6 WALL USE SIMPSON SPb or USP SPT6)
FLOOR LINE
XTERIOR BEARING STUDS
-ENGINEERED TRUSSES w/ TRUSS
PRE-ENGINEERED ROOF TRU
[SIZE AND SPACING PER NOTE +21,
CONNECTOR (VERIFY w/ TRUSS PLAN)
UNDER CATEGORY TIMBER ON
GENERAL NOTES SHEET CNTJ
OUBLE TOP PLATE
CONTINUOUS 2x4 w/ (4) lbd NAILS -0 TOP.
.
CIl !PPL STUDS � 16' O.C. MAX
OF FLOOR TRUSS (TOP 2x4 SUPPORTS
BOTTOM PLATE OF 2nd FLOOR WALL
Ills STUDS
(SEE 'MINIMUM WALL AND HEADER STUD
2x DOUBLE TOP PLAT
SIMPSON MTSI2 or USP MTW12
REQUIREMENrs" CHART ON FRAMING PLAN
PRE-ENGINEERED ROOF TRUSSES
To LEDGER � 24' O.C.-
RE -ENGINEERED FLOOR TRUSS
HEADER FOR DETAILS AND SPECIFICATIONS)
or
(SIZE PER PLAN) SWECURE JACK STUDS TO HEADER
CONVENTIONALLY -FRAMED
DOUBLE 2x6 LEDGER
w/ SIMPSON or USP LSTAIZ
RAFTS
SECURED TO TRUSS w/ -' x 5'
(EACH SIDE OF OPENING)
LAG SCREWS24' O.C. MAX
DDED STRAP
JACK STUDS
CONTINUOUS 2x6 w/ (6)16d NAILS is
7
(PER PLAN)
(SEE 'MINIMUM WALL AND HEADER STUD
BOTTOM OF FLOOR TRUSS (BOTTOM 2x6
CAST LINTEL
REQUIREMENTS' CHART ON FRAMING PLAN
16 A NAILER FOR WALL SHEATHING
(SIZE AND REINFORCEMENT
DETAILS AND SPECIFICATIONS)
DOOR /WINDOW
PER PLAN)
OPENING XfERIOR BEARING STUDS
1 [ SIZE AND SPACING PER NOTE +2I,
LEDGER CONNECTION AT
FLOOR
TRUSS
UNDER CATEGORY TIMON
1RPNoICw�R:
3/4'=r-®'
GENERAL NOTES SWEET GNU]
O
CURE EACH JACK 4 KING STUD
ROOF SHEATHING (TYPE AND
TO BOTTOM PLATE w/ SIMPSON SP4
ATTACHMENT METHOD PER
NOTE:
D or USP SPT4
'NAILING SCHEDULE"
STRUCTURAL SHEATHING: MUST NOT
2x BLOCKING UNDER WALL
BREAK WITHIN 1'-4" MIN. FROM 2nd
FLOOR LINE
ECURE BOTTOM PLATE t0 SLAB w!
STUDS, SECURED BETWEEN
TRUSS BAYS w/ l3)12d NAILS g
XTERIOR BEARING STUDS
Y x S' ANCHOR BOLT w/ 2' WASHER
EACH
PRE-ENGINEERED ROOF TRU
[ SIZE AND SPACING PER NOTE 011,SET
IN SIMPSON HIGH STRENGTH
'
2x STUDS SPACING PER PL
UNDER CATEGORY LIMBER ON
EPDXY (OR EQUIVALENT) 6'
MT512 EVERY S
GENERAL NOTES SHEET GN)]
EMBEDMENT MIN. 0 32'O.C. MAX
2x BOTTOM PLAT
EXTERIOR WINDOW DOOR OPENING IN FRAME WALL
DORMER ATTACHMENT
SIZE AND SPACING
OF STUDS PER PLAN
SIMPSON MTSI2 or USP MM12
4 SE: 390211-01
CAL
6 TWO STORY SC&E: 3/4'-I'-®'
To LEDGER s 24' O.C.-
PRE-ENGINEERED FLOOR TRUSS
DOUBLE 2x6 LEDGER
Cllr EACH KING STUD TO TOP PLATE wi
SIMPSON SPS or USP SPT6
SECURED TO TRUSS w/ Ne' x 5'
SIMPSON SP4 or USP SPT4
0 TOP 4 BOTTOM
LAG SCREWS a 31' O.C. MAX
(FOR 2x6 WALL USE SIMPSON SPb or USP SPT6)
a:
MBEDDED STRAP
(PER PLAN)
-ENGINEERED TRUSSES w/ TRUSS
IF R4E-ENGINEERED TRUSSES w/ TRUSS
..o:
-PRECAST LINTEL
CONNECTOR (VERIFY w/ TRUSS PLAN)
CONNECTOR (VERIFY w/ TRUSS PLAN)
(SIZE AND REINFORCEMENT
DOUBLE TOP PLATE
HEADER
OUBLE TOP PLATE
PER PLAN)O:C.
--CRIME STUDS lb' MAX
" (SM PSR PL"
IWs STUDS
SIMPSON or USP MSTA24
2 LEDGER CONNECTION AT
FLOOR
TRUSS
HEADER (SEE 'MINIMUM WALL AND HEADER STUD
EACH JACK STUD
PARALLEL
SCALA: 3t4�•l�-O'
.. :: REQUIREMENTS' WART ON FRAMIWs PLAN
(SIZE PER PLAN)
'
2x8 SYP 02 WOOD STUDS a 11' O.C. MAX.
.. FOR DETAILS AND SPECIFICATIONS)
WALL SHEATHING TO BE WITHIN �' OF
SE CURE JACK STUDS TO HEADER
WINDOW/DOOR OPENING. WALL SHEATHING
w/ SIMPSON or USP LSTAIZ
MAX
(TYPE AND ATTACHMENT METHOD PER
NOTE:
7/16 O.S.B. SHEATHING OR in COX
(EACH SIDE OF OPENING)
OFENlWj 4s'
AILING SCHEDULE
'N2)
SHEATHING MUST NOT BREAK At
PLYWOOD CONTINUOUS TO BLOCK
ACK STUDS
.
JOINT OF WALL AND INTERSECTING
CONT. 2x4 W/ (4)16D NAILS 6, TOP OF
(SEE 'MINIMUM WALL AND HEADER STUD
JACK STUDS t (2) KING STUDS a EACH
ROOF DECKING.
FLOOR TRUSS
DOOR / WINDOW REQUIREMENTS' CHART ON FRAMING PLAN
SIDE OF OPENING
(TOP 2x4 SUPPORTS BOTTOM PLATE
OPENINGFOR DETAILS AND SPECIFICATIONS)
JACK STUD ASSEMBLY TO BE SECURED
PLY AT A TIME. USE 12d NAILS, (2)
OF 2ND FLOOR)ONE
XTERIDR BEARING STUDS
2X EXTERIOR SCUDS
lAb' 0.5.8. SHEATHING OR 1/2' CDX
PLYWOOD OVER PRE-ENGINEERED
[SIZE AND SPACING PER NOTE 021,
�j UNDER CATEGORY TIMBER ON
WITHIN 6" FROM EACH END E NO MORE
THAN 12' O.C. STAGGERED
ROOF TRUSSES
GENERAL NOTES SWEET GN)]
NOTE: ROOF
JACK STUD ASSEMBLY TO BE
®
CONDITIONS MAY
f SECURED ONE PLY AT A TIME. USE 12d
VARY
NAILS, (2) WITHIN 6' FROM EACH END t
NO MORE THAN 12' O.C. STAGGERED
SECOND FIN. FLR
WINDOW SILL w/ CRIPPLE STUDS g 16' D.C.
CURRE EACH JACK t KINGx S1UD
I F I To BOTTOM PLATE w/ SIMPSON SP4
JT DIAMETERANCHOR BOaTDIAME C.
R
or USP SPT4
w/
TOP OF WALL
o HSONRY WALL EATHING TO LAP t0 TOP OF
SA
SHEATHING MUST NOT BREAK 1'-4" MIN.
WASHER
IMPSON or USP MSTAM24 EACH JACK
SECURED wi (3)Y' x I �' tAPCONS TO
!.
.:PRE -ENGINES
GONT. 2x6 w/ (6) lbd NAILS � TOP OF
�,.
FROM 2ND FLOOR LINE
CMU w/ MIN. 2' COVER 4 2' APART
2x8 BOTTOM PLATE
FLOOR TRUSSES
FLOOR TRUSS
o ,
TL
(BOTTOM 2X(p IS FOR WALL
BEARING CONDITION
SHEATHING NAILER)
(PER PLAN)
TYPICAL PRECAST LINTEL
ROOF TO SECOND FLOOR
WALL
EXTERIOR WINDOW DOOR OPENING IN FRAME WALLry
WINDOW OPENING IN 2—STORY WALL -
3
r
PARAUM SCALE:
3/4'4-05
w STORY W.&E= 3/4'4-0'
tW0 STORY
SCAls 3/41811.01
A R C N IT E C f S
' DPSi gn
FAX:407-774-4078
www.abdesigrigroup.com
AA #: 0003325
9tMDIV. 8e LOT:
KENSINGTON
RESERVE
(IAT #117)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
2997.000
PAGE:
SECTIONS/
DETAILS
ARC jrrECT
STATE OF FLOIADA
c�
VAR
DA • 3/28/18
sc :1/4"=1'-0"
SHEET
D6_
\00000000
9tMDIV. 8e LOT:
KENSINGTON
RESERVE
(IAT #117)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
2997.000
PAGE:
SECTIONS/
DETAILS
ARC jrrECT
STATE OF FLOIADA
c�
VAR
DA • 3/28/18
sc :1/4"=1'-0"
SHEET
D6_
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'Mjo� I
C'Desi' n
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GroUpnc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
�h AA #: 0003325 j
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stmDiv. & LOFN
- KENSINGTON
RESERVE
(LOT #117)
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-
I
MODEra
. .LARGO
(VERSION#01)
PROJECT#:
2997.000
PAGE: �
. WINDOW
.SCHEDULE
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SCA#:1/4 11=19-0"
I
�
SEMET
it
I
I . D7
.
8' TH I CK, 3 COAT CEMENT
NOTE:
SIDE LAPS OF METAL PLASTER BASES
PREFORMED PLASTER SHALL BE SICU 701= MING
CONTROL JOINT RED RA
WRB LAYER 02, FORTIFIBER BUILDING MEM8ER5. THEY SHALL BE TIED BETWEEN
FLANGE OF CONTROL JOINTS TO BE WIRE TIED PAPER (OR APPROVED EQUAL) SUPPORTS WITH 0.04715 -IN. (121 -MM) WIRE
TO LATH a 9' O.C. MAX (VERT.). APPROVED METAL LATH FASTENED AT INTERVALS NOT MORE THAN 9'
NOTE: DO NOT FASTEN CONTROL JOINT TO 61' (VERT.) O.C. MAX AT SUPPORTS (229 -MM) AS PER ASTM 01063 1.6.1.
WALL EVEN IF STUD EXISTS BEYOND EXCEPT NOTE:
STAPLES W/ V LEG MAY BE USED TO TEMP. WRB LAYER 1, STUCCOWRAP FOR REPAIR OF TEARS IN UR5 LAYERS,
SECURE CONTROL JOINT DURING INSTALLATION (OR APPROVED EQUAL) TEARS MAY BE PATCHED PEEL 4 STICK
TEMPORARY STAPLES TO BE REMOVED
INSTALLATION
a
LATH VERTICAL
LAP TO BE 1"
NOT
APPROVED BUILDING WRAP 51 -(ALL BE LAPPED a
MINIMUM OF 6' tv VERTICAL LAPS (ROLL ENDS) 4
(o' 6 HORIZONTAL LAPS.
ON STRUCTURAL STUD
z
WOOD SHEATHING
f:.
z
VERTICALLY 6 ° MIN.
-`—METAL LATH
FASTENERS TO BE SPACED
�1'
�' TO �'
E
�' TOS' PROTECTED FLASH TAPE
DECK, NOT WALL SHEATHING)
€7h
TAPE URB LAYER
APPROVED EQUAL)
PPR
6 O.C. MAX VERTICALLY
MM.
Miry
BEHIND CONTROL JOINT
STUCCO OVER
BUILDING PAPER (OR
9, STUCCOWIZ4P
CAP SHINGLE - DO NOT NAIL
SHEATHING
� TAPED TO
16'MIN PAPER �A� ��, �Y
METAL LATH. METAL
(OR APPROVED
LATH 5HALL NOT BE CONTINUOUS THROUGH
PROVIDE 2X4 0 A
PR DE BLOCKING PLACED
SHEATHING u�/ WRB
EQUAL) DIRECTLY
CONTROL JOINTS BUT SHALL BE STOPPED AND
FLAT MAX. 6' TO &' FROM CONTROL2
AD -FRED SHINGLES TRIMMED
OVER TOP. WRB
TO SHEATHING
STUCCO .. e a -
TIED AT EACH SIDE. PER ASTM C1063 1.10.1.4
JOINT WHEN CONTROL JOINT FALLS
4
VERTICAL LAP MIN.
ti *2 TO BE LAPPED WRB LAYER 2,
..� ..:xy...
ON STRUCTURAL STUD
z
WOOD STUDS
f:.
z
VERTICALLY 6 ° MIN.
FORTIF15ER BUILDING
STEP FLASHING (NAIL TO ROOF
E
BUILDING PAPER OR
DECK, NOT WALL SHEATHING)
€7h
APPROVED EQUAL)
PPR
WRB LAYER *2, FORTIFIBER
STUCCO OVER
BUILDING PAPER (OR
V MIN i_A114
41 OVER
CAP SHINGLE - DO NOT NAIL
SHEATHING
.x: APPROVED EQUAL)
a
METAL LATH. METAL
APPROVED EQUAL)
LATH To 1-x,4VE 1"
AD -FRED SHINGLES TRIMMED
VERTICAL LATH
STUCCO .. e a -
4
VERTICAL LAP MIN.
& PAPER DETAIL
TYPE M„ CONTROL JOINT
-
a
WOOD SHEATHING
CONFORMABLE AIR/VAPOR
NOTE: APPLY SEALANT AT 'M' CONTROL
HORIZONTAL
LATHPAPER
LAP
J INT N
& PAPER DETAIL
2
O E D TO END CONDITIONS 90"KTm
CUT TWO PIECES OF FORM FLASH 1 USE FINGERS To MOL
APPROX. 6' LONGER THAN TIDE D THE REMAINING HALF LI= 01= THE
FORM FLASH I TO THE SHEATHING, MAKING SURE THE
WIDTH OF PIPE OPENING FORM FLASH 116 TIGHT TO THE PIPE AND TO THE
LOCTITE SPRAY ADHESIVE DIRECTLY SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES.
To 058 AROUND PENETRATION f -
.;•
Y,1
1' OR LESS PIPE PENETRATION :+
WOOD SHEATHING
,_.
THICK, 3 COAT CEMENT
PLASTER
METAL LATH
- WRB LAYER 02, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
- TAPE WRB LAVER 1,
5TUCCOWRAP (OR
APPROVED EQUAL)
DIRECTLY TO SHEATHING
WOOD SHEATHING
STARTING WITH THE SUTTON
DATER RESISTIVE BARRIER ;Y:
HALF O- THE PIPE, REMOVE f
THE RELEASE LINER AND FOLD LAP SIDING (PER BUILDER)
THE FORM FLASH 1 IN HALF TAKE SECOND PIECE OF FORM rff
MINIMUM LAP (PER MANUR SPECS) LEGEND
(LENGTH WISE WITHADI�ESIVE FLASH I AND APPLY IT TO THE.
:.,
TO THE EXTERIOR) TOP HALF OF THE PIPE IN THE WEEP SCREED ;:
ALIGN THE PROTECTa FORM FLASH I STEP i STEP 2 SAME MANNER, MAKING SUIS
} .. DRAINAGE PLANE
WITH THE CENTER OF THE PIPE. ADHERE THE OVERLAP AREAS ARE
STARTER STRIP (PER MANUR SPECS) • (USB LAYER 1,
FORM FLASH I TO THE BOTTOM HALF OF 5TUCCOWRAP OR
PRE55ED DOWN TIGHT TO THE MINIMUM CLEARANCE
THE PIPE AND WRAP AROUND THE PIPE. APPROVED EQUAL)
PIPE AND SHEATHING.
(PER MANUF. SPECS)-
UJRB LAYER 02
TAPE WRB LAYER M
5TUCCOWRAP (OR APPROVED
z
5'Xrt' CONTINUOUS GALV. METAL
f:.
z
(FORTIFIBER
EQUAL) DIRECTLY TO SHEATHING
STEP FLASHING (NAIL TO ROOF
E
BUILDING PAPER OR
DECK, NOT WALL SHEATHING)
€7h
APPROVED EQUAL)
PPR
WRB LAYER *2, FORTIFIBER
BUILDING PAPER (OR
CAP SHINGLE - DO NOT NAIL
METAL LATH X X X- -X
.x: APPROVED EQUAL)
a
METAL LATH
AD -FRED SHINGLES TRIMMED
STUCCO .. e a -
TO COVER FLASKING STRIP
x PROTECTO FORM FLA5H 1
::X
WOOD SHEATHING
CONFORMABLE AIR/VAPOR
x: BARRIER TAPE DIRECTLY
..X TO SHEATHING
INSTALL FASTENERS :.. LOCTITE SPRAY ADHESIVE
(CLIPS, STRAPS, STAPLES) ..x. DIRECTLY TO 058 AROUND
AS REQUIRED TO SECURE PENETRATION
PIPE/ WIRE TO FRAMING SIDING
ELA5TOMERIC COATING
PIPE PENETRATION DETAIL (OR APPROVED EQUAL)
OVER STUCCO/ C.V. FINISH
(SEE TYP WALL SECTION) 4
"L" FLASHING
SECTION
scams, KT&
STUCCO
SELF-ADHESIVE
FLASHING
NOTE:
METAL LATH: LATH TO BE PER
FBC R103.1.1 / ASTM C -S41-09,
MIN. 2.5 L85. PER SGL YARD
(U�'ILITY OR NOMINAL LATIN DOES
NOT MEET SPECIFICATIONS)
WRB: WATER RESISTIVE BARRIER
ARCHITECT S
Design
FAX:407-7744078
www.abdesigrigroup.com
AA #: 0003325
9tmDIV'. & IAT:
KENSINGTON
RESERVE
(IAT #117)
MODEU
LARGO
(VERSION#01)
PROJECT#:
2997.000
PAGE:
WALL
ASSEMBLY
DETAILS
,aP1c4rtEcr=
STATE OF FLORIDA
WAR, 291o�a
DATE 1/28/18
SC A :1/4"=1'-0"
a�VA1
\DDOOOOOOOJ
9tmDIV'. & IAT:
KENSINGTON
RESERVE
(IAT #117)
MODEU
LARGO
(VERSION#01)
PROJECT#:
2997.000
PAGE:
WALL
ASSEMBLY
DETAILS
,aP1c4rtEcr=
STATE OF FLORIDA
WAR, 291o�a
DATE 1/28/18
SC A :1/4"=1'-0"
a�VA1
�
THICK, 3 coat
CEMENT PLASTER
SCEP FLASHING
OvFRI .DPS KICJCOl1T
IURB LAYER 12, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
WR8 LAYER #I, STUCCOWRAP (OR APPROVED
EQUAL) TAPED DIRECTLY TO SHEATHING
LAP LAYERS OF BUILDING WRAP OVER
NAILING FLANGE, STOP WR8 AP OX.
I
U1R8 LAYER #I, STUGGOUIR4P lOR APPROVED
EQUAL)
WOOD SHEATHING
VENT CAP IS TO BE SET IN CONTINUOUS IBED OF
SEALANT.
ONE-PEICE HOODED VENT ATTACHED PER MANUF.
SPECIFICATIONS
APPLY SEALANT AT PERIMETER OF
TEXTURED CEMENTITIOUS
COATING
PREMANUR DRYER VENT CAP
(SET IN CONT. SEALANT)
1/2 ABOVE SHINGLES NON-MOVABLE FRAME AND STUCCO ON ALL SEALANT s ALL SIDES
DIVERTER 1' MIN. ''"
` " Ile. SELF -ADHERING FLASHING SIDES, /' SEALANT g JOINTS ALL AROUND
i+.
•'1'r .•may - - -
THICK, 3 GOAT CEMENT PLASTER
STEP FLASHING ... METAL LATH gjRljR VENT BLOCK
DRYFLEKT KICKOUT DIVERTER WRB LAYER 02, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
r BUILDING PAPER
n
A 6A DRYER VENT FRAMES OVER 'QUICK FLASH1
FELT UNDERL YMENT PER FBC R�03.�.1
PIPE THROUGH WALL
SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING
DRIP EDGE: OVERLAP 3',
FASCIA WRAP EXTERIOR USE OF PORTLAND CEMENT PLASTER SI -TALL
EXTEND 1/2'BELOW BUILDING PAPER COMPLY WITH THE APPLICATION REQUIREMENTS OF
SHEATHING MECHANICALLY UNDER 'QUICK FLASH' ASTM C 926-12A.
FASTEN 4' O.C. MAx.VENT PENETRATION
. A INSTALLATION OF EXTERIOR LATHING AND FRAMING
SMALL COMPLY WITH ASTM C 1063-12A
WOOD SHEATHI19�
WRB LAYER �, FORTIF15ER LEGEND
WOOD - WRB LAYER M. BUILDING PAPER (OR DRAINAGE PLANE
NOTE: CONSTRUCTION STUCCOU1RAP TOR
FAPPROVED EQUAL) (WRB LAYER , STUCCOUJRAP
INSTALL KICKOUT FLASHINGr��KICKOUT DETAIL WOOD
APPROVED EQUAL) +; METAL LATH OR APPROVED EQUAL
AT BOTTOM OF ROOF 4 WALL W" KT& SHEATHING WRB LAYER 11, WOj �-�/8q TEXTURED FINISH g 1,I100D UR8 LAYER r1
INTERSECTIONS FORTIF15ER CONSTRUCT1 FASTEN TO IMOD STRUCTURAL !r-nrptl�►R�� R1111 hlNr� PdpP�a
A R C H I T E C TS
-)
Design
Group���.
PH: 407-7746078
FAX -407-774-4078
www.abdesigngroup.com
AA M 0003325
'11®®il
PROTECTO FORM FLASH'[-
• — j — —' • r � 1 iiii�`O<
SELF ADHERING FLASHING
��-..►4
SELF ADHERING FLASHING PER FLASHING OVER SELF -ADHERING OVER 60 MIN GRADE 'ID' ��; SECTION) Li♦ gam►
•r•r r rr r • • ELECTRICAL
CONDUIT
METAL
ITH
ENETRATION lZ�i. a i+- �i♦i
AT ALL JOINT$ AND
'PIPE
r r r i iia}:1:1,►- _ _ _ _ ���
INTERSECTIONS
APPLY I • OF5HER—CRETE rCONCRETE WRIB LAYER *2, • r EXTERIORWATERPROOFER 2' LARGER THAN THE ELEC. METER CAN INflup 12492194mej �41
2+22:2:22'
—: �•'«
1p
OR METER CAN COM50 OR METER CAN AND DISCONNECT
stMDIV. 8e IAT:
KENSINGTON
RESERVE
(LOT #117)
MODEL•
LARGO
(VERSION#01)
PROJECT#:
2997.000
PAGE:
WALL
ASSEMBLY -
D E TAILS
STATE OF ROPoDA'
PEAR 29 713
DA /28/18
sC :1/4"=1'-0"
s ET
WA2
�IIIIIIIIII
.ovvovv000,
'11®®il
PROTECTO FORM FLASH'[-
• — j — —' • r � 1 iiii�`O<
SELF ADHERING FLASHING
��-..►4
SELF ADHERING FLASHING PER FLASHING OVER SELF -ADHERING OVER 60 MIN GRADE 'ID' ��; SECTION) Li♦ gam►
•r•r r rr r • • ELECTRICAL
CONDUIT
METAL
ITH
ENETRATION lZ�i. a i+- �i♦i
AT ALL JOINT$ AND
'PIPE
r r r i iia}:1:1,►- _ _ _ _ ���
INTERSECTIONS
APPLY I • OF5HER—CRETE rCONCRETE WRIB LAYER *2, • r EXTERIORWATERPROOFER 2' LARGER THAN THE ELEC. METER CAN INflup 12492194mej �41
2+22:2:22'
—: �•'«
1p
OR METER CAN COM50 OR METER CAN AND DISCONNECT
stMDIV. 8e IAT:
KENSINGTON
RESERVE
(LOT #117)
MODEL•
LARGO
(VERSION#01)
PROJECT#:
2997.000
PAGE:
WALL
ASSEMBLY -
D E TAILS
STATE OF ROPoDA'
PEAR 29 713
DA /28/18
sC :1/4"=1'-0"
s ET
WA2
WOOD SHEATHING -
WOOD CONSTRUCTION-
Y4'
ONSTRUCTION-
%' HAT CHANNEL W/ %'-
TYPE
/' -TYPE 'X' DRYWALL
WOOD SHEATHING-
WRB LAYER *11 A6
STUCCOWRAP COR
APPROVED EQUAL)
J' THICK, 3 COAT __/
CEMENT PLASTER
188 LAYER M,
STUCCOWRAP
(OR APPROVED EQUAL)`
AMICO AM66-WFWC-180 -
CUSTOM CASING BEAD
COR APPROVED EQUAL)
DO NOT CAULK OR ---
SEAL GAP
ARRIER
PEEL tSTICK) / � � SELF ADHERING EFLASNINCs�
FINISH LAYER (2 LAYER
3" X 3" 26 GA. GALV. METAL DRIP
c wt.o 1_/A T mm �11 v i uuL.vwmAr-
PEEL STICK
2x FRAMING MEMBER
EDGE SET IN FULL BED OF SEALANT,'
1 X2x3 L FLASHING FULLY
OR APPROVED EQUAL
MIN. SPACE FROM DRIP FACE TO TREX
J' THICK, 3 COAT CEMENT PLASTER
EMBEDDED IN ROOF CEMENT
URB LAYER 1, STUCCOWRAP
WRB LAYER *2
CFORTIFIBER BUILDING PAPER
_ 1 V X 3" 26 CSA. GALV. METAL DRIP EDGE SET
NOT
GO A FASTENED TO
CORNER BED TE ED
J/4' CHAP FOR BACKS
COR APPROVED EQUAL)
1 VXI %' P.T. OR SIMULATED WOOD (TREX)
OR APPROVED EQUAL)
ROD 4 SEALANT
METAL LAT) -I: LATH TO E
�: SHEATHING 6 -i' O.C. MAX.
l R5 LAYER *2, FORTIFIBER BUILDING
WEATHER RESISTIVE BARRIER 01
METAL LATH X
X X X
PER FPC 8103:1.1 / ASTM
WEATHER RESISTIVE BARRIER 02
PEEL 4 STICK) WRAPPED FROM
WEATHER RESISTIVE BARRIER *1
_
-
EXTERIOR COLUMN
BALCONY DECK To CANTILEVER
PAPER (OR APPROVED EQUAL)
(2 LAYER PEEL 4 STICK)
.. NTs
"COhY-ED COLUMN SHEATHING
6' PEEL 4 STICK a DRIP EDGE TO DECK
C-841-09, MR 2.5 L55. PER
PEEL 4 STICK
APA r cLa�T'r 6 a SELF ADHERING FLASHING
SUP FLOOR
DECK MEM5RANE, EXTEND OVER DRIP EDGE SUB FLOOR16'x3'
'L' FLASHING FULLY
U�3 LAYER �l, STUCCOl�1RAP
3' X 3' 26 GA. GALV. METAL DRIP EDGE
8" THICK, 3 COAT CEMENT
E BEDDED IN ROOF CEMENT
STUCCO n
° . < d : 4.
SQ. YARD (UTILITY OR
y" X 3' 26 GA. GALV. METAL DRIP EDGE
.ILL SHEETS OF PEEL 4 STICK
DRIP FACE TO TREX _
MODIFIED 30
TOR APPROVED EQUAL)
I VXl %' P.T. OR SIMULATED WOOD (TREX)
PLASTER
0/2XP.T. OR SIMULATED WOOD (TREX)
WOOD SHEATHING
FILLER COR APPROVED EQUAL), CONTINUOUS
WATER PROOFING lot LAYER (2 LAYER
FILLER COR APPROVED EQUAL), CONTINUOUS
NOMINAL LATH DOES NOT
Y4' GAP FOR PACKER
PEEL 4 STICK) WRAPPED FROM BALCONY
Y" GAP FOR SEALANT
VINYL COR APPROVED EQUAL) CASING DEAD
ROD 4 SEALANT
WOOD SHEATHING
OPT. PACKER ROD
WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK)
SELF-ADHESIVE FLASHING
MEET SPECIFICATIONS)
METAL LAT) -I
, THICK, 3 COAT CEMENT PLASTER
METAL LATH
AM66-WFWC-180 CUSTOM CASING
ti
WRB LAYER 01, FORTIF(BER BUILDING
BEAD (OR APPROVED EQUAL)
PAPER COR APPROVED EQUAL)
WRB LAYER fl, 5TUCCou1RAP
BEAD OFRAME
(OR APPROVED EQUAL)
@ff!IR
WRB LAYER #2, FORTIFIBER BUILDING
WOOD CONSTRUCTION
PAPE (O APPROVED EQUAL)
R R PPR VED E L
-
WEATHER RESISTIVE
CORNER BEAD
6' SELF-ADHEREING FLASKING
VINYL COR APPROVED
EQUAL) CASING BEAD
BARRIER
_
(FASTENER 4 SPACING s 1" O.C.)
WRAPPED a CO OF CANTILEVERWEATHER
MER
RESISTIVE
BARRIER 02
AMICO AM66-WFWC-180 CUSTOM
$' THICK, 3 COAT CEMENT PLASTER
CMU
CASING BEAD (OR APPROVED EQUAL)
(W/OPT. WEEPS)
5/8" TYPE 'X' DRYWALL
METAL LATH
/8 THICK, 3 COAT CEMENT PLASTER
W/TEXTURED � PAINTED FINISH
'
WOOD SHEATHINGREQ
APDL (ED D (RECTLY TO GONC
$ " TRICK, 3 COAT CEMENT
HEADER/BEAM
MASONRY UNIT
PLASTER
VINYL CORP. COR APPROVED EQUAL)
BEAD BLOCK
CASING BEAD DETAIL 0 CANT.
VINYL (OR APPROVED4
POSITIVE DRAIN WEEP SCREED
@Z!ER
r -l"
EQUAL) COMER BEAD
NO GAP IN FIELD
VINYL (OR APPROVED EQUAL)
(SHOWN FOR CLARIFICATION OF
CASING BEAD
SEPARATE ACCESSORIES ONLY)
DRIP EDGE INSTALLATION
11A ,KTA
COLUMN SHEATHING
WEATHER RESISTIVE BARRIER
ARRIER
PEEL tSTICK) / � � SELF ADHERING EFLASNINCs�
FINISH LAYER (2 LAYER
METAL .LATH
WOOD SHEATHING � � WOOD SHEATHING
WEATHER RESISTIVE BARRIER I WEATHER RESISTIVE BARRIER
' THICK, 3 COAT CEMENT FATHER RESISTIVE BARRIER2' THICK, 3 COAT CEMENT WEATHER RESISTIVE BARRIER #2
PLASTER 4' POSITIVE DRAIN WEEP SCREED PLASTER 4' POSITIVE DRAIN WEEP 5CREED
NO GAP IN FIELD VINYL TOR APPROVED EQUAL) CASING BEAD NO CHAP IN FIELD
VINYL COR APPROVED EQUAL) CASING BEAD (SHOWN FOR CLARIFICATION OF VINY(o (SHOWN FOR CLARIFICATION OF
L R APPROVED EQUAL) BEAD
Desmign
Group ���.
FA)C407-774.4078
www.abdesigngroup.com
AA #: 0003325
3" X 3" 26 GA. GALV. METAL DRIP
PEEL STICK
6 PEEL STICK DRIP
EDGE SET IN FULL BED OF SEALANT,'
1 X2x3 L FLASHING FULLY
EDGE,TO DECK
MIN. SPACE FROM DRIP FACE TO TREX
EMBEDDED IN ROOF CEMENT
_ 1 V X 3" 26 CSA. GALV. METAL DRIP EDGE SET
J/4' CHAP FOR BACKS
IN FULL BED OF SEALANT, V MIN. SPACE FROM
1 VXI %' P.T. OR SIMULATED WOOD (TREX)
Y' GAP FOR BACKER ROD 4 SEALANT
ROD 4 SEALANT
DRIP FACE TO TREX
FILLER COR APPROVED EQUAL), CONTINUOUS
VINYL COR APPROVED EQUAL)
WEATHER RESISTIVE BARRIER 01
WATER PROOFING lot LAYER (2 LAYER
VINYL TOR APPROVED EQUAL) CASING
BEAD CASING BEAD
WEATHER RESISTIVE BARRIER 02
PEEL 4 STICK) WRAPPED FROM
WEATHER RESISTIVE BARRIER *1
WATER PROOFING ist LAYER
EXTERIOR COLUMN
BALCONY DECK To CANTILEVER
WEATHER RESISTIVE BARRIER 02
(2 LAYER PEEL 4 STICK)
.. NTs
"COhY-ED COLUMN SHEATHING
6' PEEL 4 STICK a DRIP EDGE TO DECK
CaVONENTS PULLED
APAr r CLARITY
PEEL 4 STICK
APA r cLa�T'r 6 a SELF ADHERING FLASHING
SUP FLOOR
DECK MEM5RANE, EXTEND OVER DRIP EDGE SUB FLOOR16'x3'
'L' FLASHING FULLY
®
3' X 3' 26 GA. GALV. METAL DRIP EDGE
SET
E BEDDED IN ROOF CEMENT
IN FULL PED OF SEALANT, �" MIN. SPACE
FROM
y" X 3' 26 GA. GALV. METAL DRIP EDGE
.ILL SHEETS OF PEEL 4 STICK
DRIP FACE TO TREX _
MODIFIED 30
SET IN FULL PED of SEALANT,' MIN.
I VXl %' P.T. OR SIMULATED WOOD (TREX)
41 VINYL (OR APPROVED EQUAL) CASING BEAD
0/2XP.T. OR SIMULATED WOOD (TREX)
L SPACE FROM DRIP FACE TO TREX ON
FILLER COR APPROVED EQUAL), CONTINUOUS
WATER PROOFING lot LAYER (2 LAYER
FILLER COR APPROVED EQUAL), CONTINUOUS
ALL SIDES OF COLUMN
Y4' GAP FOR PACKER
PEEL 4 STICK) WRAPPED FROM BALCONY
Y" GAP FOR SEALANT
VINYL COR APPROVED EQUAL) CASING DEAD
ROD 4 SEALANT
DECK TO CANTILEVER
OPT. PACKER ROD
WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK)
8 THICK, 3 COAT CEMENT PLASTER
WRAPPED FROM PALC ONY DECK TO CANTILEVER
METAL LAT) -I
, THICK, 3 COAT CEMENT PLASTER
METAL .LATH
WOOD SHEATHING � � WOOD SHEATHING
WEATHER RESISTIVE BARRIER I WEATHER RESISTIVE BARRIER
' THICK, 3 COAT CEMENT FATHER RESISTIVE BARRIER2' THICK, 3 COAT CEMENT WEATHER RESISTIVE BARRIER #2
PLASTER 4' POSITIVE DRAIN WEEP SCREED PLASTER 4' POSITIVE DRAIN WEEP 5CREED
NO GAP IN FIELD VINYL TOR APPROVED EQUAL) CASING BEAD NO CHAP IN FIELD
VINYL COR APPROVED EQUAL) CASING BEAD (SHOWN FOR CLARIFICATION OF VINY(o (SHOWN FOR CLARIFICATION OF
L R APPROVED EQUAL) BEAD
Desmign
Group ���.
FA)C407-774.4078
www.abdesigngroup.com
AA #: 0003325
StMDIV. ac LAT:
KENSINGTON
RESERVE
(IAT #117)
MODEL&
LARGO
(VERSION#Ol)
PROJECT:
2997.000
PAGE:
WALL
_ASSEMBLY:
DETAILS
,oRcHrtEcr=
STATE OF FLOFtlDA
�2s2o
VINYL COR APPROVED EQUAL) BEAD SEPARATE ACCESSORIES ONLY) SEPARATE ACCESSORIES ONLY) D1y 28/18
VINYL (OR APPROVED EQUAL) CASING BEAD
VINYL Inc APPROVED EQUAL) CASING- BEAD �I�IN�YD�RIP EDGE INSTALLATIONBALCONY DRIP EDGE INSTALLATION I11
� COLUMN W ,L," FLASHING : ac : 1/4 =l —o
11 C Kt�s
WA3
0111111111
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StMDIV. ac LAT:
KENSINGTON
RESERVE
(IAT #117)
MODEL&
LARGO
(VERSION#Ol)
PROJECT:
2997.000
PAGE:
WALL
_ASSEMBLY:
DETAILS
,oRcHrtEcr=
STATE OF FLOFtlDA
�2s2o
VINYL COR APPROVED EQUAL) BEAD SEPARATE ACCESSORIES ONLY) SEPARATE ACCESSORIES ONLY) D1y 28/18
VINYL (OR APPROVED EQUAL) CASING BEAD
VINYL Inc APPROVED EQUAL) CASING- BEAD �I�IN�YD�RIP EDGE INSTALLATIONBALCONY DRIP EDGE INSTALLATION I11
� COLUMN W ,L," FLASHING : ac : 1/4 =l —o
11 C Kt�s
WA3
WOOD SHEATHING
WRB LAYER fl, STUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 02, FORTIFIBER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
' TH f CK, 3 COAT
CEMENT PLASTER
a
6 SELF -ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE
WRB LAYER 1, STUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 02, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
METAL LATH
" THICK, 3 COAT
CEMENT PLASTER
6" 5ELF-ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE
CASING BEAD @ WINDOW
@oz. L�RAE, NO �BAD
WOOD SHEATHING
WRB LAYER #1, 5TUCWWRAP
(OR APPROVED EQUAL)
. $' TIS I CK, 3 COAT CEMENT
WRB LAYER1, FORTIF15ER WOOD SHEATHING r;►,°
LAYER 1, STUCCOWRAP PLASTER
(OR APPROVED EQUAL) BALDING PAPER► METAL LATIN
IX TRIM MEMBER 6 STUCCO To MM
WOOD SHEATHING
(OR APPROVED EQUAL) x WRB LAYER 1, STUCCOWRAP To SIDING TRANSITION
W A �2 FORTIF15ER METAL- LATH � I,URB LAYER *1, FORTIF15ER
RBL LAYER R BER (OR APPROVED EQUAL) SIDING BUILDING PAPER
BUILDING PAPER (OR 8" THICK, 3 COAT CEME > WRB LAYER 02, FORTIP15ER
(OR APPROVED EQUAL)
APPROVED EQUAL) PLASTER BUILDING PAPER
METAL LATH VINYL (OR APPROVED EQ(OR APPROVED EQUAL) WOOD SHEATHINGUAL)
8' THICK, 3 COAT
ANGLED CA51NG BEAD METAL LATHa
txl,00ED CEMENT PLASTER 6'5ELF-ADHERING FLASHING_ rExPLoDEO $' TRICK, 3 COAT
VIEW" VIEW FOR
CLARITY) DRIP CAP 4_1c�ARITY) CEMENT PLASTER
=2F4
WINDOW FLANGE
IRB LAYER 1 STUCCOWRAP (OR APPROVED WRB LAYER 1, STUCCOWRAP
PPR VED + , WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL)
VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD COR APPROVED EQUAL) CASING BEAD
WRB LAYER *2 FORTIF15ER BUILDING
6' SELF ADHERING
PAPER (OR APPROVED EQUAL)
FLASHING OR PEEL 4 STICK
METAL LATH SIDING- TO STUCCO
' THICK, 3 COAT CASING LIALmCEMENT PLASTER
(o'5ELF-ADHERING
FLASHING WOOD SHEATHING
DRIP CAP
CASING BEAD @ WINDOW WINDOW FLANGE METAL LATS
@j_RAME�,W�BAND W LAYER STUCCOWRAP
N.ra RBL E WOOD SHEATHING
(OR APPROVED EQUAL)
LEGEND WRB LAYER *1, FORTIF15ER BUILDING UJRB LAYER, STUCCOWRAP
WOOD CONSTRUCTION BEYOND(DR APPROVED EQUAL)
DRAINAGE PLANE PAPER (OR APPROVED EQUAL)
WRB LAYER
WOOD SHEATHING -ZINC , FORTIF15ER
(WRB LAYER 1, 5TUCCOWRAP 8" THICK, 3 COAL
BUILDING A
WEATHER RESISTIVE BARRIER 0 BLD PAPER
WEATHER RESISTIVE BARRIER 112 6' SELF -ADHERING FLASHING R APPROVED EQUAL) CEMENT PLASTER (OR APPROVED EQUAL)
V X I Y¢ LAP SIDING W/6' REVEALWRB LAYER VINYL (OR APPROVED EQUAL) METAL LATH
WEATHER RE515TIVE BARRIER M (FORTIF15ER BUILDING PAPER ANGLED CASING
THE CK, 3 COAT CEMENT
6 5ELF-ADHERING FLASHING WEATHER RESISTIVE BARRIER 02 OR APPROVED EQUAL) PR VED E L) (EXPLOD
A VIEW FOR PLASTER
STARTER STRIP PER STARTER STRIP PER METAL LATH X X X X VINYL COR APPROVED EQUAL) CLARITY)
MANUFACTURERS INSTALLATION o MANUFACTURERS INSTALLATION CA5ING BEAD
INSTRUCT I ONS INSTRUCTIONS STUCCO 444
' SELF -ADHERING FLASHING WOOD_ 5SHEATHING6
DO NOT CAULK OR SEAL OPENING - S F -A H SI A CASING BEAD RAISED
EL D E VE FL SHING BAND(FRAME)
GALV'D METAL 'Z' FLASHING GALV'D METAL 'Z' FLASHING
1 5scaLe: Kra
d0 NOT CAULK OR SEAL OPENING
NOTE
e.
STUCCO CASING BEAD METAL LATH: LATH TO BE PER FBC 8103.1.1 / ASTM
C-841-09, MIN. 2.S LBS. PER SQ. YARD (UTILITY OR
GALV'D METAL "Z' FLASHING
NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
SIDING TO STUCCO
@ BLOCK TO FRAME TRANSITION
YOCALM N.T.S. STUCCO CASING BEAD ' THICK, 3 COAT
CEMENT PLASTER $' THICK, 3 GOAT CEMENT
WOOD SHEATHING—
WEATHER
HEATHING—WEATHER RESI5TIVE BARRIER M —
WEATHER RESISTIVE BARRIER *2—
%'X I Y LAP SIDING W/b REVEAL -
6' SELF -ADHERING FLASHING-
STARTER STRIP PER MANUFACTURER_
INSTALLATION INSTRUCTIONS
DO NOT SEAL OPENING
GALV'D METAL "Z' FLA5HfNG -
E -Z BEAD VINYL—
(OR APPROVED EQUAL) CASING
(W/%$' FLEXIBLE PVC BACKER ROD)
6' SELF -ADHERING FLASHING
Ys' THICK, 3 COAT CEMENT PLASTER
FATHER RESISTIVE BARRIER I
WEATHER RESISTIVE BARRIER 01—
PLASTER
WOOD CONSTRUCTION BEYOND
6' SELF -ADHERING FLASHING SEALANT y METAL LATH METAL LATH
to wtmu m SEALANT
WR8 LAYER 02, FORTIF15ER BUILDING
WEATHER RESISTIVE BARRIER M TO LAP WINDOW FRAME PAPER (OR APPROVED EQUAL)
6' MIN. ABOVE TOP OF 7' FLASH ING WOOD SHEATHING ' IRB LAYER 02, FORTIF15ER
WEATHER RESISTIVE BARRIER M WINDOW FRAME
WEATHER RESISTIVE BARRIER *2 BUILDING PAPER
(OR APPROVED EQUAL)
-GALV'D METAL 'Z' FLASHING WRB LAYER M, STUCCOWRAP E -Z BEAD VINYL (OR
DO NOT CAULK OR SEAL OPENING (OR APPROVED EQUAL) APPROVED EQUAL) CASING
WEATHER RE515TIVE BARRIER M To LAP 6" WIDE PEEL 4 STICK (W/ 8' FLEXIBLE PVC BACKER
(o' MIN. ABOVE TOP OF 'Z' FLASHING WINDOW FLANGE OVER FLANGE 0 ROD INCLUDED)
2X FRAMING MEMBER E -Z BEAD VINYL WRB LAYER M, STUCCOWRAP
(OR APPROVED EQUAL) CASING 2X FRAMING (OR APPROVED EQUAL),
(o' SELF -ADHERING FLASHING BUILDING WRAP (W/l$' FLEXIBLE PVC BACKER ROD MEMBER WRAPPED AROUND FRAMING
IT
INCLUDED) MEMBER /
WEATHER RESISTIVE BARRIER
6' SELF ADHERING FLASHING
E -Z BEAD VINYL (OR APPROVED EQUAL) #APPLY FULL BED OF
CASING (W/%' FLEXIBLE PVC BACKER
SEALANT BETWEEN WOOD SHEATHING
ROD) FLANGE i BUILDING WRAP DETAIL EXPLODED FOR
WEATHER RESISTIVE BARRIER #2 CLARITY
SIDING TO STUCCO EZ BEAD WINDOW CASING
FRAME TO FRAME TRANSITION r7sc�ue,Kra
AR C H I T E C T S
Aoo�
OGF' Design
r up Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX -407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�
\000000000
9tMDIV. 8e LOT:
KENSINGTON
RESERVE
(IAT #117)
MODEL&
LARGO
(VERSION#01)
PROJECT:
2997.000
PAGE:
WALL
ASSEMBLY
DETAILS
aRCHrtEcr•
STATE OF FLOFtlDA
��pR 29 1013
DATE: 2 8 /18
SC :1/4"=1'-0"
S
WA4
T
CUT HOUSEWRAP AT
4.7 a ANGLE
MODIFIED 'I' CUT IN
HOUSEWRAP
LINE OF WINDOW OPENING
APPROVED HOUSEWRAP
OVER SHEATHING OVER WD
STUD WALL
TEMPORARILY FOLD -UP 4
SECURE HOU5EWRAP (OR
1 #-I A
I- UNL)tK) at HtALd
FOLD HOU5EWRAP-
IN AT JAMBS 4 SILL
SLOPE SILL R.O. TO
EXTERIOR
INSTALL 6' SELF -ADHERING
FLASHING OVER NAILING
FLANGE AT JAM55
EXTEND FLASHING MIN I'
WINDOW FLASHING BELOW SILL FLEXIBLE
INSTALLATION DETAILS FLASHING
@or FULL WRAP
(FRAM �E) DO NOT SEAL BOTTOM FIN
WALL FLASHING INSTALLATION
(1'8_A� DETAIL (MASONRY)
i WTA
APPI-Y 081 WU (0
SaIAL) SEALANT I
UNDOW/cmu JOINT
FLUID APPLIED
FLA514ING (LANCO
WWITE-SEAL RC -86b
OR EQUAL).
LHI
ALIGN FLEXIBLE
SELF -ADHERING
FLASKING W/ INT. EDGE
OF SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGES. (CAP NAILS,
STAPLES)
APPLY 3/s' NOM. CONTINUOUS
BEAD OF SEALANT AT JAMBS
AND HEAD or APPLY TO BACK
OF WINDOW NAILING FLANGE IN
LINE W1 PRE -PUNCHED HOLES
OR SLOTS.
SUPER STRETCH
BUTYL FLASKING
STEP 2 INSTALL SELF -ADHERING STEP 3 6, VERT, END
FLEXIBLE FLASHING AS THE DAMS REQ'ID. AT
FLASHING AT THE SILL EACH END OF SILL
6'. SELF -ADHERING
OVER VINYL HEAD FOLD HOUSEWRAP DOLLN 4
G (WITH ENE) DAMS) TAPE DIAGONAL CUT 4
NAILING FLANGE- ACROSS HEAD OF WINDOW
. ............
EXTEND
SELF -ADHERING
FLASHING 1' MIN
BEYOND JAMB
FLASHING
INSTALL VINYL
DRIP CAP
31rir 0
-INSTALL A SILL DAM OVER THE
BUILDING WRAP AT THE BACK OR
THE SILL AND THEN INSTALL THE
SELF -ADHERING 57RETCHA5LE
FLASHING 4 APPLY SEALANT AT
ENDS OF SILL DAM
INSTALL WINDOW PLI
LEVEL AND SQUARE I
MANUFACTURERS WRI"
INBTRUCTI
APPLY MEMBRANE
FLASHING OVER JOINT
INSTALL 6' WIDE ADHESIVE
BACKED FLEX15LE FLA5HING
AC
MATERIAL OVER DRIP CAP JOINT
( (pf
PROTECTO-WRAP 5T-20XL
OR APPROVED EQUAL)
STEP 5
OlDr_ u u i Li 47
NOTE:
1. IT 15 THE CONTACTORS RESPON515ILTY
TO VERIFY THE COMPATIBILITY OF ALL
PRODUCTS INCLUDING HOUBEWRAR
SEALANTS 4 5ELF-ADHER.ING. FLASHING
MATERIALS USED DURING
CONSTRUCTION.
2. INSTALL ALL MATERIALS PER
MANUFACTURERS WRITTEN
SPECIFICATIONS 4 WARRANTY
REQUIREMENTS.
WARNING: SEALANTS AND SELF ADHERED
FLASHING MAY REACT ADVERSELY IF NOT
COMPATIBLE.
NOTE:
SEAL INTERIOR PERIMETER OF WINDOW
WITH SEALANT
rA R C H I T E C T S -)
FAX:407-774-4078
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AA #-. 0003325
stmDrv. & LOT -0
KENSINGTON
RESERVE
(LOT #117)
MODEL:
LARGO
(VERSION#01)
PROJECT:
2997.000
PAGE:
WALL
ASSEMBLY
DETAILS
L
AROJUECT.-
STATE OF FLORDA
tat 19118
DATE: _//4�J2%18
SC-: 1/4 _0
SHEET
VY
\000000000
stmDrv. & LOT -0
KENSINGTON
RESERVE
(LOT #117)
MODEL:
LARGO
(VERSION#01)
PROJECT:
2997.000
PAGE:
WALL
ASSEMBLY
DETAILS
L
AROJUECT.-
STATE OF FLORDA
tat 19118
DATE: _//4�J2%18
SC-: 1/4 _0
SHEET
VY