HomeMy WebLinkAboutBuilding PlansINDEX OF DRAWINGS
SHEET NO. DESCRIPTION
CS COVER SHEET
GN GENERAL NOTES
1
FOUNDATION PLAN
2
DOWEL PLAN
3
LINTEL PLAN
3.1
LINTEL LOADS AND DETAILS - CAST-CRETE &
4
FLOOR PLAN
5
ELEVATIONS
6
TRUSS PLAN -
ROOF
7 ELECTRICAL PLAN
8 PRODUCT APPROVAL
D1 FOUNDATION DETAILS
D2-D4 ARCHITECTURAL DETAILS
WA1-W5 I WALL ASSEMBLY DETAILS
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mes.com -_ -
'I TABLE 11301.2(1)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND
SNOW
LOAD
WIND DESIGN
SEISMIC
DESIGN
CATEGORY'
SUBJECT TO DAMAGE FROM
WIND
DEIGN
TEMP`
ICE BARRIER
UNDERLAYMENT
REQUIRED"
FLOOD
HAZARDS
AIR
FREEZING
INDEX
MEAN
ANNUAL
TEMP'
— — - -- - — - - — - - — -- -
— _—
Speed°
(mph)
Topographic
effects'
Weathering
Frost line
depth°
Termite`
N/A
160-C
N/A
Negligible
N/A
HVery
W
45
N/A
N/A
N/A-
N/A
DESIGN CRITERIA:
SQ.FT. CALC. S
CONTROL DATE
01- 01-18
-
_ -----
• FLORIDA BUILDING CODE RESIDENTIAL (FBCR),
6TH EDITION(2017)
*ALL LOCAL AND STATE CODES
• OCCUPANCY - RESIDENTIAL, GROUP R3
•CONSTRUCTION TYPE - VB
• MIN. INTERIOR FINISH - CLASS C
• -
BASIC WIND SPEED - VULT - 160 MPH
- -
VASD 124 MPH
RISK CATEGORY II
*EXPOSURE CATEGORY - EXPOSURE C
• l-STORY RESIDENCE -
S Q . FT . CALC . S
1ST FLR. LIVINGS 1,452 S FT.
TOTAL LIVINGS 1,452 SI FT.
G14RAGE 3S3 SQ. FT.
ENTRY 19 SQ. FT.
LANAI 8IS SQ. FT.
REVISIONS
- -
-_
- -
- - -
DATE
DESCRIPTIQ _
• 2-STORY RESIDENCE - MAX. HEIGHT AS FER LOCAL ANDST ATE CODES
• STATE OF FLORIDA TOTAL 1,544 SQ. FT,
CERTIFIED BUILDING CONTRACTOR: cUE5IC VOLUME LIVING 12A32 SQ. FT.
RYAN HOMES
1450 CENTREPARK BLVD. ----
SUITE 340
AREA CALCULATION - - -- -
—
WEST PALM BEACH, FL 33401 WIDTH DEPTH \
• STATE OF FLORIDA ELEVATION 'B' W/ LANAI 40'-0" 55'-4"
PROFESSIONAL ARCHITECT:
JAMES CANTWELL - - ---- - -
AR NO. 12079 A.B. DESIGN GROUP, LLC. ---- - --
1441, NORTH RONALD REAGAN BLVD. - -- -
LONGWOOD, FLORIDA 32750 - _ ---_
Fax: (407) 774-4078
Tel: '(407) 774-6078
DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER
THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS.
IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AD N NEED OF FURTHER
DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, HE CORRECT PROCEDURE
IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCH'ITE T OR ENGINEER FOR r_
CLARIFICATION. G
P' DATE: 6/28,/19
CA -Z: 1/4"=C-0"
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN SHEET
GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO BFI's HAVE BEEN p
GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BAS
ED ON THE DRAWING SET. - C S OF
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1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. ac ]:,OT:
OAKLAND
LAKE
(LOT 39)
LT
1452
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:PROJECT#:
R5025.039/00002
PAGE:
COVER
SHEET
O MPH EXP. C
F
IDA
GENERAL NOTES
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.
2, THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
A. FLOOR LIVE LOADS PSF)
A.1. SLEEPING ROOMS 30
Al ATTICS W/STORAGE 20
A.3. ATTICS W/OUT STORAGE 10
AA POOLROOMS 75
X6. BALCONIES 40
A.6. DECKS 40
Al. STAIRS 40
A.8. ALL OTHER ROOMS 40
B. FLOOR DEAD LOADS rPSF)
B.1. ALL AREAS 10
C. ROOF LIVE LOADS_ _
CA. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017).
D. ROOF DEAD LOAD IPSF)
0.1. FIBERGLASS SHINGLES 17
0.2. CONCRETE TILES 25
E. WIND LOAD CRITERIA
E.1. BASIC WIND SPEED VULT. =160 MPH, VASD =124 MPH
E.2. EXPOSURE CATEGORY C
E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85
EA. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18
E.5. OPEN BUILDINGS 0.00
E.6. ENCLOSED BUILDINGS m0.18
R GUARDRAILS AND HANDRAILS LIVE LOAD (PSF)
fit. GUARD RAILS AND HANDRAILS 200
F.2. GUARDRAILS IN -FILL COMPONENTS 50
GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION.
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
AREFOUND
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL
BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSSIIONS IN THE CONTRACT
DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK ALSO SEE "DRAWINGICONTRACT DOCUMENT REVIEW
BY BUILDER". NOTE ON COVER SHEET (CS).
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN
ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY
AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED,
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
10, 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
INSTALLATION OF STRUCTURAL PANELS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2OF THE FLORIDA BUILDING
CODE RESIDENTIAL, 6TH EDITION (2017).
11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED.
12. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24"A.F,F, AND MORE THAN 72"ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE
THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017).
13, WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
14, WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED 12017).
15. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES,
WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED
IN ACCORDANCE WITH ASTM E84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
16. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENT§ LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
17. CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED INI R702A.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
GARAGES AND CARPORTS
1. GARAGE DOOR -
A. ENGINEERED FOR 160 MPH MIN. WIND LOAD,
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO AROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS
BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1
3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1
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
CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL, I INCH MINIMUM RIGID NON METALLIC CLASS OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO
OPENINGS INTO THE GARAGE.
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
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
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YrINCH GYPSUM BOARD OR
EQUIVALENT.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS,
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES.
THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
3. 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
BE f- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF
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
THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AS DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY
PRIOR TO START OF CONSTRUCTION. AS DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION.
4, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE
WITH ASTM D-1557.
5, ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
6. NO. EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN YvTHE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
7, ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN
ACCORDANCE WITH ASTM D1557, THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
8. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
9. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
10. EXCAVATIONS TO BE A MINIMUM OF T- X BEYOND NEW FOOTING LINE.
11. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
12. THIS BUILDING IS NOT DESIGNED. TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED
SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
13. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER.28 DAYS, UNLESS NOTED
OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03, MAXIMUM AGGREGATE SIZE SHALL BE
4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/.".
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE
INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE,
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. '
9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTIONR311.3.1 IN. FBCR, 6TH EDITION (2017).
MASONRY
li
1 � MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE I C COR ANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 4021 ACI 530/ASCE 5.
2 CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE
MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSL
3.1 OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4.. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270.07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY,
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/81NCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN Y4INCH AND NOT MORE
THAN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES.
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE
PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017)
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN.
REINFORCING STEEL
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE
STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2, REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO)..
3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH.
DOSAGE AMOUNTS SHALL BE FROM 0,75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL
COMPLY WITH ASTM Cl116 WHEN REQUESTED BY THE BUILDING OFFICIAL ASPER SECTION R506.2.42 (1) OF THE FBCR, 6TH EDITION (2017)
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
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL; WITH LAP SPLICES OF AT LEAST 25".
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25"
WHEREVER POSSIBLE.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
B.1. #5, W31 OR D31 AND SMALLER
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND:
.--, _
C.I. #11 AND SMALLER 3/,.^
D. BEAMS & COLUMNS:
D.T.. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1%:"
DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT.
ELECTRICAL
1, ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION.
2. ALL SMOKE DETECTORS SHALL k INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE
DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017)
3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS
4. 75%OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1.
5. 125-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL.
6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL.
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.
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
INSTALLED FOR EACH MOTOR VEHICLE SPACE, IN ACCORDANCE WITH NEC 210.50(G)l.
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
A AMERICANINSTITUTE OF.TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
B.1. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
C.I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
0.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007)
E. APA- THE ENGINEERED WOOD ASSOCIATION:
E.I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO.
A. Fb=1,100 PSI Fv=175 PSI E=1,400,000 PSI
B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS,
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD.'
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION. (2017)..
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS
GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
9, FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSS EXPOSURE-1 OR 5/8" CDX PLYWOOD OR 15/32' APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10, FLOOR SHEATHING SHALL BE STRUCTURAL GRADE'/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01
SHALL ONLY BE USED.
11, WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16.OSB EXPOSURE-1 OR 1/2" COX PLYWOOD OR 15132" APA-RATED O.S.B. OR 112. 11 ZIP BOARD SYSTEM, INSTALLED PER
MANUFACTURER SPECIFICATIONS.
12. .MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2
14.. AS PART OF PROJECT, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED 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
AFTER AS DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH
CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT.
15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING
DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL
ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION.
16, TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING
ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982
17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX 8 OF THE ANSUTPI 1-2007 NATIONAL DESIGN
STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED
TO U240.
18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT
POLYMER PAINT.
19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL
CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG.
20, DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION12017) SECTION R302.12:IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE
CONCEALED. SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9M').
21.
MAXIMUM STUD LOAD CAPACITY (SYP #2)
FRAME WALL HEIGHT @ 8'-811
WIN DSPEED/ EXPOSURE
160MPH/B
160MPH/C
160MPH/D
2x6 STUD SPACING
@ 16" O.C.
@ 16" O.C.
@ 16" O.C.
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. .
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE:
2.1. CPVC.OR
2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017)
` PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4
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
BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED,
PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND IV VERTICALLY PER TABLE 2606.1 OF THE FBCR, 6TH EDITION (2017)
` CONDENSATION LINES SHALL BE MINIMUM'W PVC (SCHEDULE 40), INSULATED WITH W' AMAFLEX,
3. CONDENSATION LINES SHALL BE MINIMUM'Yl PVC (SCHEDULE 40), INSULATED WITH/V AMAFLEX
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5, ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017)..
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017).
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF -SECTION P2603.2 OF THE FSOR,
6TH EDITION (2017)
FIRE-RESISTANT CONSTRUCTION
1. UNDER STAIR PROTECTION:
A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH Y" GYPSUM BOARD,
FBCR, 6TH EDITION (2017) SECTION 302.7 - -
EXTERIOR FINISHES
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. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926
3. LATH &.ACCESORIES PER ASTM-C-1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO:
-- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS
-- "L" FLASHING -- HORIZONTAL LATH AND PAPER DETAILS
- PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS
-- WEEP SCREED DETAILS •- CONDUIT PENETRATION DETAILS
-- CASING BEAD DETAILS -- DRIP EDGE DETAILS
-- CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS
WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASHING DETAILS
SHALL BE INSTALLED PER ASTM-C1063-11AAND R703 OF THE FBCR, 6TH EDITION (2017)
4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE
ASTM-C-1063
5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 71N. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-C-1063
MAINTENANCE
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
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.
CONSTRUCTION OBSERVATION
1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGNGROUP'S SERVICES FOR THIS PROJECT.
2 IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S /CONTRACTOR'S
PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR
INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION.
CONTROL DATE: 05/18/18
A R C H I T E C T S
11Yi 1\. RVIYNLV RGFUiM1Y OLV V.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
Lo��000vomJ
uBDIV. ac TAT:
OAKLAND
LAKE
(LOT 39)
MODEIL:
1452
XXX00-01
PROJECT#:
R5025.039/00002
PAGE:
GENERAL
NOTES
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
ATE: 6/28/19
C ALE: 1 /4"-1' - O"
SHEET
G Nor
°w0 Gc
SECURE STRAP
TO CONC. W/ (2)
3/16'xT TAPCONS
3 1/2' TI
CONIC. 51-45
BIMPSON WB ROLL
STRAP OR EQUAL
SECURE STRAP
TO UNIT W/ (2) "Sxl
1/4 SHEET METAL
SCREWS
A/C CONNECTION
TO PAD DETAIL
1/4'x3'x36' STL.
POLE ON 1/4'x6'
DIA. BASE
n v�
1�
BALLARD
DETAIL
27M}
KITCHEN SINKS
AUTO VENT
PLUMBING ISOMETRIC (SEWER)
MODEL 1462 RYAN HOMES
�t
3 1/2' CONC. SLAB
I
F �J 1 �l T 1 'tl -PLAN-
SCALE: 1/4 = I'-0' ELEVATION 'E3'
F2
LAv.
0
D 3/4'
W/C CONDENSATE
01) LINE_
4'+ -
N
N
mrS41
29'-3"
•9 O
m'-7J' FIN. ELEV.
FIN. CONC. SLAB
c0 3 V2' C451lC, REINFORCED D
W/ blx&'-WL4 x UA
r ON b-MILY ETHYLENE
VAPOR B ER ON TERMITE
TFEATED.I�LL-COMPACTED
C
EAN FILL
10'-01, 24"x24'xl2' CONC. FTG.
W/ (3) 05 RE5ARS EA.
9'-0" WAY ON CHAIRS MIN- 3'
COVER (2-TYP)
o wo
TYP.
� � I
11 n
It jl41j
1' PVC
I
CHASE =
FOR ELEC. n '
a ISLAND
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II II W, �I � 1,1
11 II i t I � I I I LL--- I TUB
EXTEND SLAB 1 1/2' L�_-__Y=
I--
A m
LJI
N
N
BOLLARD
LAv.
21' - 4"
N
I 9A
N
L
-6' RECESS SLAB
FOR PAVERS
�
�--)
241x24'x12' CONIC.
+-3 1/2'
PAVERS
FTG. W/ (3) "5
5dI
8
REBARS EA. WAY
3'-4"
ON CHAIRS MIN.
I v
■ I 3' COVER
(2-TYP)
HBAVER
. I PEDCsE � t
uz
LINE
4 ■
DI
DI
ir
19'-4" 41' 4' S" 4
40' -0'
n
1
v
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Lo
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q � Qo„\PN
00 �,®v
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A R C H I T E C T S
Design
Grou p-LLC
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH; 407-774-5078
FAX;407-774-4078
www.abdesigngroup.com
AA #: 0003325 od
r
�
�omoomvvov�
SUBDIV. 8e LOT:
OAKLAND
LAKE
(LOT 39)
MODEL:
1452
XXXOO-01
PROJECT#:
R5025.039/00002
PAGE:
FOUNDATION
PLAN
160 MPH EXP. C
ARCHrrECT:
STATE OF FLORIDA
TE: 6/28/19
C ALE: 1 /4"=1' - O"
SHEET
I OF
0091
■
SCALE: 1/4 = 1'-0' ELEVATION "S'
C
m
e
N
0
ro
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a�
3'-4" 4 41 D 0Q x3y,
INfog GG0
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A R C H I T --�)
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Design
Group-LLC
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
—ram
SUBDIV. & LOT:
OAKLAND
LAKE
(LOT 39)
MODEL:
1452
XXX00-01
PROJECT#:
R5025.039/00002
PAGE:
DOWEL PLAN
160 MPH EXPO
FES
=
RIDA
IELL
1)
DATE: 6 /2 8 /19
SCALE: 1/4"==1'-0"
SHEET
2 OF 8
WALL LEGEND
6'-5' BL< BRGn.
SHEAR WALL SECsMENT
WOOD FRAME BEARING
WALL INTERIOR: 2x4 WALL 0
I6' O.G., UNO.
EXTERIOR: WOOD FRAME
WALL PER COMMUNITY
SPECIFICATIONS. REFER TO
TABLE N/63 FOR MINIMUM
REQUIREMENTS
INTERIOR NON -BEARING
fi1RRING AT MASONRY'
WOOD FRAME WALL: 2x4
® 24' O.C. OVER FOIL
24' O.G. MAXIMUM, UN.O
LOTTS
CONCRETE
P.D. BOX 771255
WINTER GARDEN, FL 34777
PH. (407) 656 2112
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L-I
11'-4'
8/28-8-(Ixl/(UL
PRESTi�SSED
L-2
4'-8'
8/12-6-lIAI/(0IL
RECESSED
L-3
5'-10'j
8/16-6-lIXI ML
L-4
4'-6'
8/24-8-(UU/(0JL
L-5
4'-6'
8/14-5-(I)U/(0,L
L-6
1'-6'
8/24-6-(W/(I)L
L-6A
V-4'
8/16-64MUL
L-65
II'-4'
8/I6-6 UUKUL
L-6C
V-4'
8/16-8-(U M L
L-1
4'-6'
8/24-6-MM&L
L-8
4'-/o
8/24-6-1IX1/10t
L-9
8R4.8-(UU/(0)L
L-10
4'-6'
8/24-8-(I)JK0)L
AST-414ET4g LINTEL SCHEDULE
4c
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L-I
11'-4'
8F28-154T
PRESTRESSED
L-2
4'-6'
BM2-054T
RECESSED
L-3
5'-10,
8FI6-05AT
L-4
4'-6'
M4-0B/IT
L-5
4'-6'
M4-05AT
L-6
1'-6'I
SF24-15AT
L-6A
V-4'
8FI6-I5/IT
L-65
11'-4'
8F16-15AT
L-6C
9'-4'
8FI6-15AT
L-1
4'-6'
8F24-OBAT
L-8
4'-6'
M4-0BAT
L-S
4'-6'
8F24-05AT
L-10
4'-6'
8F24-0BAT
L
LINThL PLAN
SCALE:: 1/4 = 1'-0' ELEVATION 'B'
LANAI
i
I
l
NG�
REv�� OMP p Nvi
la GG
or'
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
�m00��mom�
E
8
C6
0
c
SVBDty. & Lo7
OAKLAND
LAKE
(LOT 39)
MODEL:
1452
moo—ol
PROJECT#:
R5025.039/0000
PAGE:
LINTEL PLAT\
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
Ju
]PATE: 6/28/19
CALF: 1 /4"=1' - O"
SHEET
3 OF 0
2
1
TABLE No. 11
SAFE WORKING LATERAL LOADS (ELF)
SAFE L ATABLES 6" x 9" LINTELS
LINTEL SAFE LATERAL LDADS LINTEL SAFE LATERt
� LINTEL SCHEDULE) HEADER PL
FOR GRAVITY, UPLIFT & LATERAL LOADS Total Type aA �Io otalLagtN yx HEADER
LagDl PLAIN 1'-e'Rcast SEE a%4 3-8Recast In2 8"PRECAST U-LINTELS 5AFE LOADS (LB5/FT) 3'-6' Roast list 23W 4'-0' Rauet 950
CAPE•' C
GRAVITY
PVERALL LINTEL LENGTH
(iTPE OFLINIELI
8118
E B-mB
tFl]-08
BFIb-0B
BF[0-m8
6601
B']4- 0B
2054
BPIB-08
95m2
BF3]-m8
10%I
2'-B TOR-6'(PFEGABT)
]]31
306E
311E
5163
owl
"S'
E
"51
3820
50N,
4590
mig
besi
MEN
1034
I-Wrl
810T
3153
451E xy
5400
6224
4'-I't04'-6'1PRELAST)
196E
2110
293l
159E
134E
-1438 4
199E -
2560
1111
568E
4249-
4-T To S'-4' (PRECAST)
1217MFT
,.
ISE
.L...
1113
1631
209E
254E w
3E09 x
9410
V-5- TO W-10' (PRECAST)
b62'
.
1238
2111
3400
- 3031
3101 <..
4383
5061
5'-II' TO 6'-6` (PRECABV
g@B
1011
112E
]632
2205
awl
2695
Val
3685
6'-1' TO T-6- (FRELAOi)
143
699
a 1160
1125
2564
3466
_
2015
3303
l'.1' TO 9'-4' (PRECAST)
554
535
Sao
1247
Imo
MU
RM
2117
2163
EKE
]536
9-5- TO e"W (PRECAST
415
-.
562
E -945
136E
104E
2423
3111
400E
10'-l' TO II'-4' (PRECAST)
362
540
all
1254
1664
11.
2665
"3552
11 5' TO II'-®'.(1'fwCd9D
B3l
4'I
755
1015
142E
Is.
1316
USSR
li I' TO IB'-4' (PRECAST)
]%
424 3
706
loax
1116
is,,
2121
2630
V-V TO V'-O'(PRECAST)
179
NR
VR
NR
NR
NR
MR
14'-1' TO 14'-B' (PRE6IREBBED)
NR
NR
-
NR
NR
uR
NR
NR
NR
NR
W-T TO IS -4' (FRE6l1RE03Ep).
NR
J
MR
NR
_
NR
NR
NR
NR
NR
1W-5'TO n'-4-(PRESTREesED)
NR
)
*
11--5• TO 1V4' (PEBTREBBED)
His
NR
NR
NR
NR
NR
MR
NR
NR
' NR
MR
Nft
NR
NR
NR
1W6' TO 21'-4' (PREEMMA E0)
]1--5'TO 22'-0'(PRE8TRE56E6).
NR
NR
R
MR
R \
NR
NR -
NR
NR .r
"NR
NR
NR
NR
tiR
NR 1NR
12'-r TO 24'-0'(PRE5TRE65ED)
NR
RM
AAcc I nGnA (I RF,)FT) 5'PRECAST U-I.INTEL8
MAT IA S
ER L
:,.
I. F'c 8' reca St lintel =-4000 pal -
p p
ut P prestressed lintel ;=re = 3 psi
2. "isGrout
3. Grouf Per ASTM C416>:f'g =.3000 psR.w/ I
maximum 3/8 Inch aggregate. 4 a to. II inch-B'
slump -
4. Concrete Masonry Units (CMU) Per. ASTM -
090w/minlmum net area compressive 1
Strength = 1900 psi
5. Repair per ASTM A6IS grade 60
6- PreStresSPg Strand per ASTM A416 grade
210 low. relaxation
1. Mortar per ASTM C210 type M or S
GENERAL NOTES
:
4'+0'
Pr k
844
W14
4'-1'
Ft d
%I
will]4'-4`
AW
Preuat
It
63B
Die
Recaal
105
506
4-e'
P-
`5%
7W3
4'-8'
Recast
onII65
S'-4'
Racae!
666
135E
5'-0'
Prelmt
650
Ill!
5'-1'
Preset
543
1105.
6'-f
Rxaet
504
964
V-4'
Recet
634
%4
.Precast
4n
tBl
6'-6'
Racek
612
128E
&.V
Recast
%6
11
`
6'-B'
RSOaet
In$
i2P
V-V
PTaaot
286
535 j
T-6'
Recast
446
935
'1.
I
T-V
Rmeat
425
934
B'-0'
Receet
381
814
1'4'
R.A
354
145
9'.4•
Rau.t
583
10'-6'
Raceel
191
/53
TABLE No.1
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF).
8" x 8" LINTELS
LINTER-
Le''GiH
CLEAR
SPAN
LNTEL TYPE
LINTEL STEEL
Al
GRAVITY
. CAPACITY
(IAL(m)SIU
GRAVITY
CAPACITY
(IAL(D5U
JFJFI
CAPACITY
IMSL Ill
UPLIFT
CAPACITY
(IAL(2)5J
EOTTCMBAR
TSB
GRAVE"
CAPACITY
7-6(
PRECAST
(2)n
(2)n
4245
100E
Fact
852E
10000
Y'v
T-2'
Fill
(97
(2)1
2415
TV
M31
as
480
4'-0-
T-V
FREGAST
O5
(2)n
no
2111
2111
3336
331`6
4'-6'
V-2-
PRECAST
G)•1
(2)T
B43
2165
2165
2boa
1608
44'
V-
PRECAST
OM
0)T
la
Ion
2011
2421
7421
54
4'W
PRECAST
G)9
9
,Sao
WSI
1423
1410
1%I
5
4'-6'
PRECAST
(L 3
(9.1
%m
120
142E
0
160E
-4
6 4'
5'-2-
PRECAST
r2) 4
(21.3
11B3
I232
*1
1405
6 b'
5'-T
PRECAST
(1)4
G)•1
TO
tl0
1233
D32-
INS
1145
I 1348
64'
V4
PRECAST
(94
(2)n
am
I184
1194
eel
I]%
1.6E
W-T
PRECAST
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(2)4
510
991
991
N5
an
T-e'
6'4'
PRECAST
❑)•4
(2)4
5N
9B9
tat
%4
GAP
III
6'-V
PRECAST
M-4
(9n
610
502
SIT
112
%d
VH4
TO
PRECAST
IV-4
(2)n
AT,
WI
el
645
927
9-4'
6-0'
PRECAST
(2)4
(2)1
416
126
126
4%
ISO
11'4'
V4'
PRECAST
(2)S.
(2)n
354
60
big
38m
613
I1.4•
IV-V
FRECAST
G)5
(2)5.
3B
567
561
3n
60t
1Va.
TO w
PRECAST
(2)5
(2)5
n2
B25
525.
211
561
V-6'
II'-2'
PRECAST
IV is
(L 5
111
4%
A%
251
BD
B:4•
V0
PRECAST -
(2)5
' n)n
2%
46
as
214
442
14'-0'
12'-8'
PRECAST
a)5
1 WS
239
430
43m
Wd
3%
I4'-5'
IL4'
PRESTRESSED
e2)4
Om
NR
40
41D
230
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15-4'
14'0
FESTRESSED
G)4
(9)n
NR
319
319
210
401
n4'
IS -V
FRESTRESSED
OM
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NR
208
sat
W3
311
5.4E
I6'-0'
PRRIB R ESSED
G) 5
(2) 9
NR
224
224
V
154
1010'
E.,W .
FEETRESSED
I O) 5
(2) 9
Nft
221
Or
21
231
21'-4-
20-V
FESTR:SSSED
(2)5
(95
NR
m
ITT
EDT
206
v-0'
20'-8'
PRisarti D
Me
(2) 5
NR
W4
164
100
I%
14'-0'
12'-V
PRESTRESSED
(95.
1119
Nit,
B1
132
84
W3
I'-4' Rarest 50 620 NR-NOT Recall
Provide Full mortar bad and head Joints. I
2. Shore filled Ill as required.
11'-0'
Fr..t
164
549
-
3. Installation Of lintel must comply With the
architectural and/arY.Structural documents.
12'4'
R.A
143 `
504
V-4'
Recent
ITS
404
4. U-Lintels are manufactured with 5 1/2' long
''..
notches at the ends to accommodate vertical
Pell reinforcing and grouting.',
l
14'-0'
Recast
%
39l
I4-8'
Ratreeead
NA
341
5- Reference the CAST-CRETE Load Deflection
Graph brochure For lintel deflection Information.
1V-4'
Prmtreawd
NA
302
6. Bottom field added repair to be located a the
bottom: of the lintel cavity..-.
7. 1132' diameter wire etErups are welded t0 the
I74
Prearteamd
NA
20
19'-4-
P v.... d
NA
n6
bottom steel for mechanical anchorage,
e- Gast -In -place concralemay be. Provided in
10'.e.
Rstrmaad
NA
B9
composite lintel In Neu of concrete masonry units.
L Safe Load rating based on rational design
analysis per ACI 3I8.and ACID 530
'...
11'J'
Reeveeeed
NA
DI
2'4'
Rawlax.d
NA
00
10. Thelexterior Surface OF IintHle installed. in
:
exterior concrete masonry. walls Shall have a
coating of stucco applied in accordance
:
24'-0'
P tRaead
NA
%
1
with, A5TM G-2S6 or other approved coating,
11. Lintels -loaded simult4irmi l with vertical
9
(gravity or uIlft)andhortzontaf (lateral) 1
„
Ra9a'""Ia'
MYf
UPLIFT
I LATERAL
OVERALL LINTEL LENGTH
(TYPE 6 LINTEL)
P5-17
6E12-IT
PF6-IT
6F20-17
6F24-17
E'3B-IT
3F32-17
BUS
6F8
RCMU
-
e
3514
4394
5263
S 2
100E
= t' i0 3'-b' (PRECAST)
l' i0 4'-0' PRECAST)_
156E
2655
1025
l65
10=4
lb3
1598
ADS
,363
=305
3 0
06
ti'
Asia Y
45.0
53251
601E
p 1201
'e0°0
3101
331=
w
.m.3
4
4111
531E
4 4 TO 4'-6' (PRECAST)
593
591
1013
.1.15
3 16
=
Y.
ale
339E
3961
45i]
4 l' t0 9'-4' (PECABT)
411
FII
749
2
L
5-5'T09'-10'(PAf-AST)
909
6l
3..O
36 3
316
3620
4133
339
616
a
u"
a01
IB65
P819 µ
1190
3]51
ell2
V-B' TO 6'-b' (PRECAST)
685
-
343E
3831
3338
b 1' TO I`.. iPRECABL
131
1m65
1624
3025
424
534
3b3
,.-. ..
lax
1 113E
1414
IBI5
3151
=5m0
T-' TO 9'-4' (PRECAST)
5a
'AB
513
330
W ,l-A*
-
461 -
I136
361'.
9'-5' TO 10'-b' (PRECAST)
530
515
916
IIBB
=04
401
Rem
„r3
J
W'W414
a 1051
121
1513
�I153
10-1 TO II'-4'(PRECAST)
II W TO W-0- (PREcaev
5.
Soo
2aa
AM
194
BT
3_-
410
F.
45x
A4
9se
is3
136E
ass
WEZv
418
366 -
Mmmffl
10l
l0i
964
q.
1143
,
1333
I2--1' TO 1V-4'flRe T)
217
324
IS1V-S'
`
WS5
no
TO I4'-0- (PRECAST)
3B4
35.
as.
l24
BB9
2y5
293
Imo
9TB
113,
14 -1' T014 S' (PRE6TFc£S6EO)
i39
33^
929
6 l2
S35
NR
284
91
a
.(-
33
d
4as
o"
lb9
1054
14-9'TO 1B-d (FRE6TRESSED)
114
NR
2"63
--oiz
IBl
363
405
A,
156
ST3
6'-5' TO T-4-(PRESTRE65ED)
NR
I94
e4
348 h
^ 44l
54l
*a
64l
lot
n -5- TO.IB'-4' (PEBTES9EO)
161
339
NR
145
5=
{
56B
M 655
IS -5- TO =f-4- (FREBTREBBED)
142
304
3Dl
393
a00
NR
125
4=
al
' 191
395
3l9
463
-
21'A'TO 22'-O'(FRE91RE95E0)
NR
lie
40
• e
I34
Il9
26l
341
416
563E
22'-I' TO 24'-0' (ERE99EW PBT
56l
NR
91
30
„
_.• mb
0.6 -.
8"PRECAST W/2'RECE56 Di
41i
OVERALL LINTEL LENGTH BRX
(TYPE OF LINTEL)
GR,4VITY
114E
1 3355 1
52M
1 434E
3 -b TO 4'-4' (PRECAST)
163E
15%
3m63
i99]-
3%B
4 V TO 4'-6- (PRECAST)
PISA
B2m
m@
m6
22n
4 ,• TO 5'-0• (PRECAST)
666
�'
b53
Wm@
tDA
510
�01
°Li5
31]0
5m48
5 r'To 6 B'(PRECAVV
IS,
lD5
'H°.a'
]4B9
3llb
6'-9' TO l'-6' (.
PRECAST)
609
466
939
1665
]363
T-l' TO V-S' (PRECAST)
z WfORECA51' W/2'RECES5
OVERALL LINTEL LENGTH
(TYPE aF LwreU
e. 3'-6' t0 4'-4'(9RECABT)
- 4'-5' TO 4'-6' (FTECABR
4'-l'T05'-8'(PELABT)
5'e. TO 5'- 10'(FRECABV
W-11' TO 6'-a' (PRECAST)
a'-9' TO l'.6' (PRECA9D.
l'-T TO T'V(PRECAST)
411
U-LINTEL5
54FE
LOAD:
DOOR
UPL
IFi
B66-I
Bbl
6l5
655
Sl0
SOS
S95
BffIO-IT
166E
14-IT
1 2362
8RI8-IT
3056
BRFD
31V
1604
2]72
FWM
2939
36Z
126E
LL- TZ,
2316�4
°265
1201
n46
]259
]l3'.
929
153m
Mul
Isoo
242'.
IQ
IbB
1364
864
n65
D22
2WB
154¢
loads Should be checked for the combined
loading. with the following equation: -
II d v tl al I ad I ed FTor zontal load li
1 4 ' Safe
5 RID L,
Sara vefrtical load Safehortzontel load
12. Additional lateral load capacity can be
- 1
y
Ina b the designer providing
opt d
� a g �p g
additional reinforced concrete masonryabove if
th I't I S d If at I ht�
O V TT
e rite. es eta r
9
CONCRETE
P.O. BOX 771255
Fm=lsOmpel
WINTER GARDEN, FL 34777
PH. (407) 656 2112
SEE SAFE LATERAL LOAD
TABLES FOR LOAD RATING
FOR EACH ADDITIONAL
..,,_
REINFORCED CMU FULL
COURSE
1
:.i.
/2' CLR TYP
(2) 5 REBAR
GRAD or GR60
L
SAL= OA TA NOT 5
l� L i� .PLE E
1. All values based on minimum 4 inch 1. For composite lintel Ights Ot shown, use safe
nominal bearing ExaUil on: Safe load$ for unfilled load From next lower eight ¢shown.
lintels must be reduced by; 20% if bearing length I$ a For lintel$ lengths, not SNowr(, use safe load from
.less than 6 1/2,Inches next longest length S WE
I
2. NR. = Not Rates .. 9 All as fe loads in its Of pownds per linear foot
3. Safe loads are superimposed a-llowable loads. I0 All safe loads based on simply supported
4. Safe loads based on grace 40 or grade 80 field span. 1 :
rebar. II. The number in the the aren sis Indicates the
' S. One 01 Feb y be substituted for two 5 rebare
percent reduction For
grad
40 field added
in e' my
rebar. Example T-W I
tel t
e 8F32-I5 safe
6 ner may evaluate concentrated loads
gravity load = 6412(sr
w/ 15reductioa
6412
safe (bad tables by calculating the
(,85) = 5501 Cif.
I
m imum r"Toting moment and .shear at d-away from
1
` face of support.
15At.
6904
TYPE MUIr3N,4TION
MIN'(1REad
'I.A
1-1/2"iCLEAR
F
Elmm
F = FILLED.WITH GROUT / U = UNFILLED
UANTITY OF 5 REBAR AT
BOTTOM OF LINTEL CAVITY
U
Q
2
°
GM.U.
1360
son
m 0 GROUT(
z
QUANTITY OF -5 5 REEi�AR AT BOTTOM
REBAR AT TOP � � DF LIN EL CAVITY:
NOMINAL HEIGHT BOTT REINFORCING
r •� r �
N
T2u 55
8/8-S-0) 0AW #5
NOMINAL WIDTH/HEIGHT OF LINTEL
F- PLAIN OR SOLID LINTEL
[8/16-P-#U/#L]
No. OF ADDITIONAL #5 BARS IN UPPER
OR LOWER LINTEL CAVITY
i-5/6'ACTUAL
P'ROv
DED IN LINTEL.
NOMINAL (WIDTH-
VARIES)
GENERAL NOTES:
8' NOMINAL WIDTH
I. CODES - -
'
1
LL
FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R4022 4 R60r
1.7.
FLORIDA BUILDING CODE. RESIDENTIAL, 6TH EDITION 120IV, SECTIONS le01.2 4 2101,
1.3.
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (A01 318-08).
1.4.
.AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER 8TRUCTURES (ASCE 1.10)..
2, CONCRETE: -
2.1.
CONCRETE COMFRESSIVE STRENGTH AT 28 DAYS:
2-I1,
PRE -CAST W/STANDARD REINFORCEMENT-4000 PSI -
2.12.
PRE -CAST W/PRE5TRE56 REINFORCEMENT-6000 P51.
2.1.3.
GROUT PER ASTM C476 - 3000 F-51 W/ MAX. 3/V AGGREGATE, 8' TO 11• SLUMP
1
22.
REINFORCING BARS:
-
22:L
8TEEL PLACED 1N .PRECAST LINTEL AT TIME OF FABRICATION ABTM A615 (GRADE 00)
222.
STEEL IN LINTEL. AND KNOCKOUT BLOCK (PLACED. IN FIELD) A6TM-A615 (GRADE 40).
23.
PRE-STRE8SED 6TRAND6 A6171 A410 1-WIRE, STRESS RELIEVED 210 K51
'.. 2.4.
.DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 3E.
: 25. CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
3. . MASONRY:
'. 3.1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPEOIPICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-06. I9
3.2. MINIMUM MASONRY UNIT STRENGTH: FM 1500 PSI.
3.3. MORTAR SHALL BE TYPE 5. 1�
4. STRUCTURAL _--
4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTION R606.H OR FLORIDA BUILDING ^'
CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.15 Em
ow
ill •
ARM
1) #5 CONTINUOUS (1) N5 CONTINUOUS 'e/':•�J. .•;•7•e �3�' �3�" r -'
313, B=X16= KNOCKOUT BLOCK 3I6 B•X18a KNOCKOUT BLOCK r -,ir • • nW �: • @ a
/ uOO PSI GROUT 4 • • W.
�. a
_N •ate '•a. :� PSI GROUT mltA •.. I• 'FED.. ^ '• a.. }.: dN[0 •`• }4: �11rA �� ••'?4' .•i •: 8
.ya (PLACED IN FIELD) •yam WCED IN FIELD)dAQ
a•.:' ;•v =
PIMA r Ot :�•� S• L5 •,e + •�•i •• •�•t
r t... TOP BARS: r . TOP BARS:® .
SEE SCHEDULE aa'� SEE SCHEDULE _ ' ,a, �•" ` • • i • . •. a
ml% - ria• a: •:
- •• • (1) /5 CONTINUOUS :. - . (1) #5 CONTINUOUS +~� ' :ray• r•a• '•'••• :• •-t .
Z/32= STIRRUPS AT 4'-0= GO 7/32' STIRRUPS AT 4`-0 cc .., r • . • ; • S •• y a.•
. A1ro ,:•yn ( ED OR WELDED) i1ro . (TIED OR WELDED) dry r LL1- . LL1 N •� J. y.'�
r BOTTOM BAR r BOTTOM BARS to
SEE SCHEDULE (PRECAST) SEE SCHEDULE t`)
(PRESTRESSED) n w s 19A6'
((2) STRANDS S RELIEVED
3 WIRE STRESS RELIEVED 3 JI _ AV I -
MIN. MI M. MIN. 270ks1 PRESTRESSED
CABLE
88 SS _
8/16-S-0) #SA1) #5 8/16-S-0) #5A9 #5 0-S (1) #5/(1) #9#9 @/24-s-(1) !!5/(1) #s
PRECAST PRESTRESSED- -
$/i6-S-(1) #5/(1) !i5 $/14-5-(1) #5/(11 #5
1AWl
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS FILE) '
6" X 16' COMPOSITE LINTELS
LINTEL
LENGTH
CLEAR
9, AN
LINTEL TYRE
LINTEL STEEL
GRAVITY
CAPACITY
(@AL YIY511
GRAATY
CAPACITY
(IALi1Y6U
IIPLFi
CAPACITY
(IAL(IA/
UPLIF
CAPACITY
(IAL GAU
BOIIDM BAR
iCP EAR
-6FIRGAET:.
f
V_W
I.."
FRECAn
(2m
COV
M31
WOOD
Smile
:
10@00
CMS'
2."
tati
(2m
4261
0000
Was
Im000
4 6'..
3141
'AST
(2)n
(-5
3211
Vol
Saw
Coto
4 V
V.,V
PRECAST
(2)tl
(
944
N14
6049
1Ml
5.4E
4' -&
PRECAST
G)5
Dun
AIRS
6431
4411
1041
Vmioi
4 6'
PRECAST
M9
(
3923
g015
3600
5430
6 4
5 0'.
PRE AST
l2)•4
(LS
41t5
416
1%2
4411
b 6
5 1
AST
PRECAST
(9.4
i)p
3%4
3%4
28 e
4
6 e
5 4'
AST
(Dtl
5
311E
2653
nitl
B
6-1'
PRECAST
)-4
D •4
0
fID9
291571
1 2911
203ID
3060
l.8
6-4'
gasT
-Pill
(D•4
f
21%
21
I
MI
6-e'
G;14
fi)7
2581
25m.
1EA
2102
B-4'
1.0E
CAST
(Y4
f2)4
23%
2396
law
2506
9-4
1.1.
PRECAST
M-4
2
569
P.b9
12M
Was
lows
9.2E
PRELAOT
M-4
)9
WT
W.
94,
16%.
II 4
10 0'
PRECAST
O)5
Asa
Was
Td
%
BO
PRECAST
(95.
Bag
B
01
Bit
II-2'
PRECAST
(215
057
1251
634
DES
B-4
IT-0
PRECAST
(95
M-3
lH4
044
545
N9
14-04
I]-B•
PRECAST
MS
(
Iml
.loss
4%
012
ta-B'
13.4E
FFESITEB6ED
().4.
O2 V
45
via
45t
SM
B-4'
1446
PRESTRESSED
(94
f
1231
1 '
411
623
❑-4'
16-0'
FIRES ED
().4
f1 5
93
9%
326
541
5'-4'
IB'-@'
FfES1REESED
(95
O
'as
l
260
513
.20.0E
.IRE-8
PPE911�%ED
1L5
(7)
129
l29
243
419
21-4'
20.0E
FRSiRE86ED
(95
(1)5
653
1 633
21S
420
22 m'
10 B'
PRESTRESSED
l95
1
591
1 59
00
AN
x4 @'
R-8'
FRE611E%ED
(95
(9
5:
4
167
330
TABLE NO 3
REINFORCING SCHEDULE & LOAD CAPACITIES
'SAFE WORKING LOADS (PLE)-
8" X 20" COMPOSITE LINTELS
LINTEL
LENGTH
CLEAR
SPAN
LINTEL MFIF
LNTS, e`FBL
GRAVITY
CAPACITY
(VAL(IAU
GRAVITY
CAPACITY
(IAL(IAU
UPLIFT
CAPACITY
(IAL(11511
IIPLIF
CAPACITY
(05Le2AU
BOil
BAR
I LOP
BAR
G
vaco
3'-1.
7-1'
FECAS'
(2)n
(DR
: 76db
'0009
1=0
10m@0
4'-m'
T-F
PRECAST
(91
(2)R
5503
10mmm
10m00
1000ID
41-6'
3'-2'PRECAST
(2)•1
-F2I
4ta2
10000
8641
10000
4'-1'
3'-4.
PRECAST
0I4
(2)5
31%
10000.
1638
100@9
5'-4'
4'-&
FROAST
(V is
72)4
6239
1000E
5736
4000
5'4V
4'4'
PRECAST
IDS
(97
501E
61m9
A661
9x44
0'-4'
9'-0'
FREL45i
f9 V'.
fit
6152
6152
tool
_ ,tax.
6'-6'
S'-1'
PRECAST
(9 •d
(2)R
62W
6150
*465%
fi,E
F4'
FIREC T
(94
(2)5
.1.1
544L
6194
I-V
6'-1.
PECAN
0)4
IV V
4312
aI2
263E
450E
11-8'
6'-4'
PRECAST
(2)V
Wl
409E
409E
250E
C52
sL0'
6'-8•
PRECAST
(x)4
(2)n
3150
All
2216
NOS
8.4E
l-0'
FRI
(2)4
3420
Wo
WS
%61
9'4•
0.0E
I RECAST
12)4..
2T34
21N
Wb
2955
104
9.2'
PRECAST
MR
(2)n
Sil
2711
03
228E
FI 4'
1'-0"
PRECAST
(95
G 9
I%4
554
1031
200E
11'-@'
G'-B'
PRECAST
O
L5
R19
Fro
910
we
12--6•.
1F-2'
PRECAST
(95
(2)9
W6l
WET
No
PSI
13'-4'
D'-0'
Fill
(95
(2)9
5ml
B0l
ll3
H14
14'-&
D'-B'
PRECAST
(95
5)
139E
,139E
636
B=3
14'-B'
B'-4'
PRESTRESSED
(2)4
(2)R
1693
IS93 '
5B1
OF
ta'-V
PRESTRESSED
(2)R1
(x19
1124
1124
To
mri0
is .0.
6Rf6TRE56ED
(94
(2)R
w B
All614
4•. 5-
10.0E
PRESTRESSED
i
( 5
will
3. MB
.334
6 9
0' 1-0'
al
PRESTRESSED
(95
"I
G19
919
LIS
311
B
10'-0.
PRESTiall
(95
BSx
T3
540
11'-0'
N"O
10-0
P,RESiRfRED
(95
O5
151
l9l
T91
15
5m
4-m
PRE SEED
(95
659
659
25
415
TABLE No. 4 '
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLR)
8" X 24" COMPOSITE LINTELS
LNTEL
LENGTH
CLEAR
SPAN
LMIELTYPE
LNTEL BIEEL
.GRAVITY.
CAPACITY
(e)5L (IAV
GRANTY.
CAPACITY.
(IAL (TAU
IIPLPi
CAPACITY
0)5L (TAU :
6PLFi
CAPACITY
(IAL (2AU
BOTTOM BAR
TOP BAR
2-10'
1'.6'
PRECAST
0
).
W005
Kenai
341.
T-r
CAST
(2)t
(2)4
931A
w0&0.-
ImE6@
�00@
4-@'
2'-e'
FRELA6T
(V It
0)2
613E
Mae
Ili
1MW
4'-6'
3'-2'
PRELA9i
G)R
(95
W4
DOW
AD
4-V
V-4'
PRECAST
Mn
1)R
4653
10000
son
10000
5'i•
4'-0'
PRECAST
(2)is
_ (2)•1
16
Mi
1051
tl009
5.10E
4'-1'
PRECAST
IDS
M1
6231
cOm@
5736
10000
V-
V-01
PRECAST
G)•4
(2) `2
9101.
L:e00
4754
9450
6-6'
5'-1'
AST
GP4
(9R
858E
STOO
44111
sat
04i
5'H'
PRECAST.
(94
0)n
614
9401
4131
SAO
1-6'
6'-2'
PRECAST
M-4
0)`2
61%
641E
1 3242
6411
PRECAST
1 (9.4
(2)2
5936.E
6024
I 3085
663
PRISCAST
OP4
Y1)
5361
5361
1eM
%W
8-4
11-0•.
FREI
(D4
0)n
4831
Haar
' 2551
5030
9 4
B' 0'
PRECAST
0)4
f2 R
3126
31%
581
3058
-6'
9'-1`
PRECAST
(2) `4
(115
29%
2%i
B20
=5
II -A.
e'-0'
PRECAST
(95
f99
2553
3553
U19
2604
1'-0'
10'-V
OAST
(2)5
e2)5
2305
na
IR3
457
IRE-b'
II'4'
PRECABi
G15
(V is
2141
2141
ON
209E
13.4E
ITHV
PRECAST
(2)5
(95
516
191E
081
W2i
14.0E
D'1'
PRECAST
CIS
(99
File
ITIB
187.
I635
14 MB
13'.4'
PRESTRESSED
G)%
no
234E
651
118E
B 4'
14'-V
]PRESTRESSED
G)4.
(1)5
33a
213E
556
lilt
n 4
FRE6TRE SEED
GP 4
(])
90
W90
464
SS
91B
IB n'
1IS 0"0.
le'-m'
s ss
PRE rtE ED
G) 5
(2)
510
1310
.all
136
10.0E
PRE6 D
iRE56E
( )
15
(1) 9
131E
5
341
b%
N 4
20.-
10'-0'
STRESSED
(95
(1)5
."I
110
10'•B'
PE5IRESSED
(D 5.
0)
9
565
14 0'
1L8'
FfEB ED
TRESS
(D 9
(V 9
014.
874
3%
413
TABLE No. 5
REINFORCING SCHEDULE &. LOAD CAPACITIES
SAFE WORKING LOADS (FILE)
8" X28" COMPOSITE LINTELS
LINTEL
LENGTH
CLEAR
SPAN
LINTEL TYRE
LINTEL STEEL
GRAVITY
CAPACITY
(OAL(TAU
GRAAEF
CAPACITY
(051-elft
PUF
CAPACITY
OALII)5U
UPLIF
LAPAOITY
(IAL(2AU
BOTTOM BAR
TOP BAR.
7-
Fb
LAST
2
(
Ratio
0
3'-61
2'-1'
PRECAST
: (2) R
Sell
10m00
I1
4'-0'
V-w
DART
(9R
(21n
Isla
10285
10m00
10000
4'-6'
1.."
PRECAST PRECAST :
(1.
Mn
6001
c=
100m0
10m09
4-B'.
3-4'
GAST
dMn
(V `2
550E
Mel
100mm
10000
5-4•
4.0E
PRECAST
G)15
(2)5
.SOFT
Senn
B%5
10000
910'.
4-1'
Fill
(95
G
t3Bl
1605'0
66m6
10m00
W".
5 '
PRECAST
W.4
0)Q
0000
10000
5641
10000
6.6E
52'
PRECAST
(2).4
(9�
wage
'10090
53W
10000
6-W
5-4'
FRELAOT
0)14
(95
%B.
10L100
Sint
100@0
T-v
6'-T
PiffLAST
G)Q
t4e4
3640
152E
1'-e'
6'-V
PRELABT
M14
G)1
SbS
91 S
3662
131E
80'
118
PRECAST
0;4
(2)4
'(Vn
SHE
641E
l
3328
6661
e 4
PRECAST
(2)4
(2)S
303F
9-4
B H
CAST
G1•4
(1)2
a64
4561
506E
Sco
13%
41
414E
10 6'
9 1
T
(9 Q
351E
3BM
1521
%63
LAST
MS
(95
(D9
32%
3196
13
D m'
b
AST
(
3938
210
13%
2133
IPA
LAST
Mis
G)5
(215
flW
lilt
249E
13'-6'
WA
D'-0'.
FREE T
(?2 is
Mb
1416 :
14W
104E
2WB
14'-0'.
D-e'
ESR T
CIS
(2)5
(72G
116':
22W
%1 '+-
1_.
4•-8'
B-4'
PRESTRESSED
(REV
1611
26t1
4133T:
IS'-4'
k'-0'
PRESTRESSED
(94
(2)R
203
13D
W'.0'
PRESTRESSED
0) -4
(95
M3
2013
3023 -
916
gib
150
-0'
FEES SEED
195
(D
Wml
W@1
45
BIB
PIE9IRESSED
f95
l99
14%
k%
3%
20.
10'-0'
PRE6ITESSED
@)5
(99
1305
B05
3
663
669
I..,.
I..,
-V
20'-e'
PRE6TrESSED
(95
(
lalx
D13
3
629
14.0E
32'-v
MaTRESSE)
f95
(2)5
VIA
04
266
of
TABLE NO 7
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 6". LINTELS
LINTEL
'ATM
CLEAR
SFWN
LNTEL TYPE
LINTEL STEEL
PLAIN
GRAVf1Y
CAPACITY
-GRAVITY
CAPACITY
fOAL(IT511
GRAVITY
LAP4CItt
fIAL415u
rLFT
CAPACITY
fiAL(RAJ
1p1.I T
CAPACITY
rIALr3Al
Poll BAR
TOP BAR
95
3-6
2.1E .
FREU6i
' ( n
(1 •2.
15B
IB65
Ioa
2400
3480
4.0E
2.6E
RECAST
(
(2)
1131
1425
1415
IB63
1863
4'-6'
3.2
PRECAST
all
1151
d151
l
as
148E
4-V
3-4'.
T
2)
(2)R
6d6
.(CBI
B%
"
5'-4'
4.0'..
Ffd+.A6T
f)
O
659
50 .
930
IM
.,Ilk
540E
4.6'
PRECAST
(2)
(DQ
511
809,.
Bills
T&
%6
5.0E
FFECAei
W14
(7) '1
494
141
141
175
92
b •b'
5.2E
PRECAST
fib
l5
15
130
$20
6'-&
5.4E
CAST
)•4
9
450
6%
693
6W
19@
6-2'
FECA4T
f 4
(2A
381
586
5S6
525
66T
T.S'.
V-4'-
FRECA5T
2)N
(2)4
315
566"
Na
499
641
6'-0'
V-V
PRECA67
(7 4
(2)9
%3.
536
536
452
605
B'-A
T-V
Fill
0
(F2)
334
as
EST
411
16
9'-4'
WHIV
PRECAST
I
7)
2SS
336
4%
3W.
4N
1
9.2E
PRECAST
G 4
(9
_ 245.
311
312
239
423
114E
-v
PRECAST
9
(95
. 20
345
B45
.19E
TO
D-01
1-1.
P,ffCldi
CIS
2M
2T
282
113
215
D-6'
II'T
FRECAST
15..
190
20
243
al
2"
B-4'
D-0'
PRECAST
Ms
BI
1%
51
B0
I%.
ta'-0'
D-B'
PRECAST
(115
!
126
W0
WI
109
Bit
TABLE No 9
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 6" RECESS DOOR HEADER
LINTEL
ENGTH
CLEAR
SPAN
LINTEL TTM
LINTEL STEEL
U'PILLED
GRAVITY
CAPACITY
GRAVITY
CAPACITY
(IAL (OAF
GRAVITY
CAPACITY
(IAL nnU
IFLIF
CAPACITY
(IAL (IAU
P.
CAPACITY
(IAL 0AIG
BOTTOM BAR
TOP BAR
3.0
T
3
3
%0
69 _
69
2234
2234
4'-0'
2' -V
PRECAST
(1)h
G)5
1131
NTT
1425
1663
,663
4'a'
T-Im
CAST :
(9
G112
1"
lue
B20 .
Fit
FE,
4.H'
3'-1.
PRECAST
(97.
(2)n
%3
1130E
1230
159E
5%
4`B'
3'-4'
ST
(9.1
(p%
S06
1"I
1
139E
13%
5'
4'.4'
RECAST
(95
5%
E46
s46
loot
loll
i' 8
5'-4`
Bi
(94
l9
as
6%
6%
6%
F90
1L
6'-4'.
PR TA6T
(2)•4
T2
315
568
568 .
At$
64,
V
T-4'
FRECAST
M-4
(/
36
AB@
Q0
315
546
9'
8'-4-
P FART
(9.4
(2
213
415
45
nI
412
TABLE No 10
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 14" RECESS DOOR HEADER
LINTEL
ENGTH
CLEAR
SPAN
LINTEL TYPE
LINTEL STEEL
GRAVIT
CAPACITY
(0A. (Ift
GRAINY
CAPACITY
(IAL Oft
UPLIFT
CAPACITY
(IAL (IAU
UPLIFT
CAPACITY
(IAL (M
BOTTOM BAR
TOP BAR
3'-1.
2.4
FRECAST
OM2
Om
x0
%51
10800
of
9%
1440
WWO
aHV
VMS'
PRLA6T
OM
4'1'
1'-10'
PRECAST
(2m
(9
%06
%%
6143.
Mix$
4'-4'
S'-
"FRcA9T
G)n
(2)4
3008
W3
613E
%60
A-V
3'-4'
FRECA6T
(9
(2)n
151E
%l4
62sl -
3810
5150
3217
121E
c42
PRECAST
G)5
51.1.
CAST
M-4
2156.
2259
2895
ESErANT
(9•6
1108
2100
1Sa
211E
B'•0'
T-4'
RECAST
G)14
2
B099
B6
ne
143b
1241
914
nts
505
III
", PRECAST
GP4
3F"
ARCH I T E �TS
,4Design
G You MLLC
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www,a bdesigngrou l).coni
AA #: 0003321)
r
SUHDIV. 8e LOT:
OAKLAND
LAKE
(LOT 39)
MODEL:
1452
XXX00-01
PROJECT#:
R5025.039/00002
PAGE:
LINTEL
LOADS &
DETAILS
160 MPH EXP. O
AR ;T-
STATE OF FLORIDA
i
A,TE:. 6/ 28/19
CALM: 1/4"=1'-O"
SHEET
3. 1 OF,
SUHDIV. 8e LOT:
OAKLAND
LAKE
(LOT 39)
MODEL:
1452
XXX00-01
PROJECT#:
R5025.039/00002
PAGE:
LINTEL
LOADS &
DETAILS
160 MPH EXP. O
AR ;T-
STATE OF FLORIDA
i
A,TE:. 6/ 28/19
CALM: 1/4"=1'-O"
SHEET
3. 1 OF,
A R C H I T E C T S
SQ.FT.
CALC°'S
16T FLR. LIVING
1,452
SQ. FT.
TOTAL LIVING
GARAGE
ENTRY
LANAI
1,452
3cJ3
19
60
SQ. FT.
SQ. FT,
SQ. FT,
SQ. FT,
TOTAL
1,944
50. FT,
CUBIC VOLUME
LIVING 12,632
60, FT.
EXTERIOR MA50NRY
WALL BRCS. HEIGHTS
S'-8' BRG.
LOADBRG. WALL
rr
I=
NON -BRCS. WALL
00M)OrENT AND CLADDW WIND LOADS BASIC WIND EXPOSURE
FOR 3 SECOND OUSTS
f
WN/DR.
WINJDR SIZE
ZONE160
MPH WINDC�
FOOTAGE
DESKiNAT10N
WIDTH
hE9CWf
rSOUARE
1
112
16 1-0-0'
192'
84'
5
26.09/ -44.03
OHGD
2
20
3068 DR
36
80'
4
30.64/ -30b4
3
11
25-5H
38,
63,
4
3231/ -42b2
EGRESS
4
11
4WO5
38,
63,
4
3231/ -42.62
5
42
5068 SGD
14'
80'
5
28.14/ -51.09
6
it
25-SH
38'
63,
4
3231/ -42b2
1
I1
25-5H
36,
63'
4
3231/ -42b2
8
I1
25-51-I
35,
63,
5
30b4/ -51.15
EGRESS
9
I1
25-SH
38,
63'
5
30b4/ -51.18
E in%
WIND DESIGN CRITERIA
A. BASIC WIND SPEED MPH (3 SECOND GUST)
VULT=I6G / VA90=124 MPH
B. INTERNAL PRESSURE COEFFICENT=+ .IS
C. RISK CATEGORY -TYPE II
EXPOSURE CATEGORY C
NOTE:
VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE aASED ON
THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE
PRESSURES TO BE MULTIPLIED BY Ob TO MEET THE ALLPWABLE
OR NOMINAL TESTED VALUES USED BY PRODUCT MANUF#CTURERS.
05
- � 2'-0'
N
17
DBL TOP
PLATE @
m
Ll
CABINET
\-2xb W= FRAMED
s 16, O.C.
SECTION
I
14'-2'
O
r- ■ 25-SFI
0) EGRES$
O �N
n�
OWNER'S SUITE
■ 14'-0"xI3'-4'
6'-8' CLG.
14'-10"
BM
FL R ]CLAN
SCALE: 1/4 = I'-0' ELEVATION 'B'
SHOWER HEAD
0 6'-8' AFF:
'!/ 11O
o
6
GREAT ROOM
14'-0'x19'-4'
8'-8' CLG.
C N
■ R/T co
> ti 3 0
5'-2" d 41-4" 3 6
2'-8"
3 0. BATH v
■ c0
Do
= I
W/H LLARD CONp.
I ACCESS
1' 6" 7-8"
2—CAR GARAGE
I5'-O'x20'-0'
8'-B' CLG,
LEGTRICAL
PANEL
PAD -OUT
HB
TRUCK BLOCK
e GARAGE WALL
■
lb'-O' X 1'-0' ONGD
rs - - - - - - - - - - - - - =
O
ry
FOYER
01.0' CLG-
I
1'-O"-I
■' -----------
LANAI
8'-8' CLG I
O HB
I
I
I
I
O I
:� � 5fd68 SGD
I
CIR/T
DINING
10'-0'x9'-0'
I
I
l J
I I I I 3'-2" I
41 _81 5' 10" I 3' 2" 2 _8 1'-10'
Q PAD OUT WALL KITC EN
612 AFF. C RIT e'-8'--LG.
i REF. i ------ ' cn
rIn
2x8
ROWER HEAD
TUB 0 6'-8' AFF,
N
88 BEDROOM 3
CLG. = WD F zo a'-8'Lc* mob
cLG N
Q N N
5'-6" 3'-10" 1'-4" Lu
R/T _ /� u r__-� 3 0 BF.
c0 i iRAG.i
I L---' 2-6 --- --.
1R-15H
O M.T.
2
m
E TRY
13'-2"
1 42'-10u
m BEDROOM 2
I 12 0 xI0 0
0 r— 8'-8' CLG.
1 25-SH
EGRESS
O
16'-0'
40' -0"
O
LoN
m
m
r-
N
oo
d
S
I
I
m
BM
BM
v���� QvvPN
M V
Design
Gro u prLLC
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
�mmm�
SUBDIV. & LOT:
OAKLAND
LAKE
(LOT 39)
MODEL:
1452
XXX00—Ol
PROJECT#:
R5025.039/00002
PAGE:
FLOOR PLAN
160 MPH EXP. C
ARCH
STATE OF FLORIDA
JUL 12
i
D/ATE:- 6/28/19
CAT :1/4"=1'—O"
SHEET
4 OF
G®v*`
A R C H IT E C T S
6' W. SCORED LINE
(TYP)—
S'-8" BRG. HGT.
1'-0
TEXTURED CEMENTIOUS
COATING PER (ASTM
C92(o)(TYP)—
0'-0" FIN. FLR.h— �]
SHINGLES
ATTIC VENT CALCS
AREA OF ATTIC
18643Q.FP.
NET FREE VENTILATION AREA REQURED (1/300)
6.21 SQ.FI.
REQUIRED VENTILATION AREA (6.21 x 144)
894.7 SQ.IN.
MIN. REQUIRED VENTILATION IN UPPER
PORTION OF ATTIC (0.5 x 894.7)
447.4 SQ-IN-
OFF RIDGE VENTILATION AREA
115 SQ.IN./VM
SOFFIT VENT VENTILATION PER LF
11.74 SQ.IN./I.F
TOTAL # OF VENTS REQUIRED
5.89
TOTAL # OF VENTS PROVIDED
4
REQUIRED SQIN VENTILATION IN TOP OF ROOF
447
1 SQ.iN.
REQUIRED IF OF SOFFIT VENTILATION
I 39
LF
PROVIDED LF OF SOFFIT VENTILATION
1 1871
LF
12
;\ 15
-_— _ DECO SHUTTER
(TYP)
1'-0II
�_8HDR. NGT.
® ® ® ® tit 1113 TEXTURED CEMENTIOUS
®®®®®®® ®® C926)COATING (TYP) PER
IASTM
' W. STUCCO BANDING
®®®®®®® ®� 6(TYP)
0'-0" FI1N. FLR.
w _ --
FR T ELIIFI TI1'N RE"AR ELE TI
SCALE: 1/4 = 1'-0" ELEVATION "8' SCALE: 1/4 1'-0' ELEVATION '5'
1-2 1-2
OFF -RIDGE VENT 5
12
5
0'-8" BRG, HGT.
_/0'-8" HDR. NCzT.,�-_--------------------------------------- ----- - - HDR. HCsT.
■
orEN
2'-0"
TEXTURED
_ro CEMENTIOUS U
COATING PER (AFM
C926)(TYP0'-0" FIN. FLR.------------___
------ ------ ------
----- -- -- - - 0'-0" FIN. FLR.
RIGHT ELF TI
SCALE: 1/4 = 1'-0" ELEVATION '5'
12
5� 12 �5
OFF -RIDGE VENT
12
OFF —RIDGE VENT —�5
12
5
V-0" BRG. HGT_k
HDR. HGT.�o _�+__+__�:_H_
0'-0" FIN. FLR.
12
5
- 68'-S" BRG, HCzT.
1 01
-
I_V.
ro'-a" HDR. HGT.�,
_-------_—_-- _
_ 0'-S" HDR. HGT,
_
v
r
TEXTURED GEMENTIOUS
COATING PER (ASTM
C926)(TYP)
0'-0" FIN. FLR.h
---------------------------
0' 0" FIN. FLR,
—
_
OFF -RIDGE VENT
8'-8" BRG. NGT.
1'-0,
/o'-S" HDR. HGT.
<t
OPEN TEXTURED CEMENTIOUS 2'-0"
COATING PER (ASTM
- -------------------- C926)(TYP)-------------- - -
jf\�r!-
" FIN. FLR.
-
]LSE � T IE �LET N
SG,4LE: 1/4 = I'-0' ELEVATION 'E3'
4Design
GroupLLC
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
EQ
V
E
C
SLTBDIV. 8e LOT:
OAKLL
LAKE
(LOT 39)
MODEL:
1452
moo-o1
PROJECT#:
R5025.039/00002
PAGE:
ELEVATIONS
160 MPH EXP. C
ARCHITECT -
STATE OF FLORIDA
nlL c .) if J
% TE: 6/28/19
CALE: 1/4"=1'-O"
SHEET
15 OF
CONNECTOR SCHEDULE CONTROL DATE 1 O -01-15
SIMPSON USP
GRAVITY FASTENER
DES.
META-18.
UPLIFT
1450
GRAVITYF
UPLIFT
ADO
(V 106 x In" I•PLY, (6) Ibd 2-PLY, NSP: (10) 10d X /)' - NO ISd OPTIONt
(21 META-16
1985
2500
(10) 11 x i In' 1-PLY (U5P. (10)11 x J In')
-
(14)166 2-PLT (USP. NO 16d OPTION) {
BOO
HET4-16 -
1810
1615
(9) IOd x I In' I -PLY, (8) Ibd2-PLY USP (10➢IOd x I In'„NOlad OPTION
(9) 10d x 1 In'I-PLY, (a) 166 2-PLY UaF (10) 10d x I in', NO 16d OPTION}2035
cy
(2) HETA-20
31I0
(10) 11 a I in' I -PLY U6P (10) 104 x 1 In'
2500
(12) 16d 2-FLY (USP: NO l6d OPTION)
Z
LGT-1
3150
LUGT-2
t915
(I) - 1/4' x 2 I/4' TITEN 2 PLY (UBP: BLK (5) 114 15, WOOD (IS) IOd
(A
DETAL-20
2480
NO USP CONVERSION
FOR SIMPSON DETAL-20
(18) - 10dx i In, 1 PLY
MGT
3965
MUGT
4000
(V 5/8' A.TR IN HIGH STRENGTH. EPDXY (MIN; 12'EMSED), (22) 10d TO WOOD (USP: (25) IOd TO WOOD)
' AT IN HIGH STRENGTH EPDXY MIN' 12' EMBED) (16) IOd TO WOOD (USPr WOOD (8) IOd)
HGT-2 r
HGT-3 +
LGT3 SD815
I0980
IO530
3285
HUGTn
HUGT-3
LUGT-3
9365
9365
5330
(21.3f4 ..R
(2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. n' EMBEDJ, (16)1md TO WOOD (U6P; WOOD (8) IOd)
(12) 8D6 I/4'x2 In' TO GIRDER (4) 5/6' x 5' TITEN HD TO WALL (UBP. GONG. f413/8' X 5' WEDGE BOLT WOO
(Yl) W
251
LTA2
1210 PARALLEL TO WALL
1425 PERPENDICULAR TO
WALL
LPTA
1555
(10) 10d x-In' (U5P. (10) 10tl x I in.
VGT
4940
NO USP CONVERSION
FOR SIMPSON VGT
(1)5/6' ATR IN HIGH STRENGTH EPDXY <MN 12' EMBED1, 116 )-bDfi 1/4'X3° TO WOOD
(2) VGT
IIS5
NO USPCONVERSION
FOR SIMPSON (2) VGT)
(2)5/B' A.T,R IN HIGH STRENGTHEPDXY (MIN. 12' EMBED), (32)-5D9 I/4 X3 / 2 PLY
MT6-11
1000
MTW 12
1
(16) 10d x 1 In' : (14) 11x 1
HT8 I6
1150
HTW IS,16666m
(I6)10d x 1 In, (USP (I6) 10d x I In', (I6) IOdI
HT5 20
1450
HTW 20
2045
(24) IOd x I In' /U5P (24) 10d x I In', (20) Imd)
HiS.24
145m
HTW 24
2b45
(24)111 x Ila' (USP (24)Imd x I In',(20)OF)
LSTA-12 +
935
LbTA 12
9IO
(10) IOd Lap: (10) 10d
-
STA IB +.
1 35
2
L5TA IS
1360
(14110d U9P: (14) Imd
META-11 +.
INS
MSTA-IB
1315
(14)106 U5P: (14)10d
M6 TA-24 ++
1640
MBTA 24
150
nal lma Ube: (16) lad
MBTA-30 ++
2050
MBTA-30
2140
(22) IOd USP=. (22) 11
MSTA-36 ++
2050
MBTA-36
2525
(26) Ii U6P: (26) 10d
F-
1671-36
38mm
KS71 256
BOW
(36)10d x i In' UBP: (3S) IOC x I In,
N
MSTI-48
5065
K781 248.
4250
(48) OF!x I In. U6P: (48) IOd x I In
H6
950
LFTA 6
1595
(5) Bd TO PLATES, (8) Sd TO 571196 (U5P: (16)ad x I In', (16) 8d)
5P4
S85
SPT 4
945
(bl I0d x l In' t0 STUDS USP: (6) Imd X I In' TO 5111ce
A34
395
MP 34
P 2
41O
1010
(4) Bd x I In' TO BEAT, (4) ad x 1 In' TO POST. U5P: (4) ed x I In' TO BEAM, (4) ad x I In TO POST.
(12) 11x I In, UEP: (10) Ibd x I In' TO TRIM, 110) I0d X I In' TO PLArE
HCP2
410A
645
134m
HHC
RT I&A
2180
(I5) 10d x 1 in' UBP: (9)10d x I In' TO TRUSS, (8)IOd X I In TO PLATE
VGT s HDU4
4585
PHD 4A
4535
(16)-SOS 1/4'x3' TO WO (IO)-SDS 1/41x2 In' W/ THREADED'ROD /L NUTS/WA$W Rn PLY
USP: 5/B' ATR MIN T' BED SET M HIGH STRENGTH EPDXY, (IO) WSW WOOD SCREWS
vGi e HDIB
4940
TDX '. 10
511m
(I6 )-SD6 1/4'x3' TO WORD (3)-3/4' STUD BOLTS W/ THREADED. ROD (2) NUT5,WASHERnPLY
U5P: Ila- ATR MIN, I- EMBED SET IN HIGH STRENGTH EPDXY,. (4) 1/8' THRU-BOLTS
ABU 44
220m
6665
PAU 44
2535
6I75
(I) SAS' A.TR M HIGH STRENGTH EPDXY, (MIN. T EMBED) IN OONC., (II) Ibd TO WOOD 115P: SAME AS 5IMPICIN
ABU 66
2300
120"
PAU 66
2535
Saa,
(1) 5/e' ATR IN HIGH STRENGTH EPDXY, <MIN. T EMBED.) IN GONG„ (pNBd TO WOOD U5P: SAME A5 01
(n
LTTI9 ..
1340
LTS 19
1205
(1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) TIN GONG„ (bAOd TO WOOD U5P: SAME AS bI
ION
(1) In' ATR N HIGH STRENGTH EPDXY, MIN. T EMBED.),IN CONC, (IOdOtl TO WOOD
Q.
LTT208 .rr
1500
LT5 205
1105
LISP: 3/4, ATR MIN I' EMBED SET IN HIGH STRENGTH EPDXY (10) dad, (10) IOd x 1 In', 2-In'
fV 5/a- ATR IN NIGH STRENGTH EPDXY (MIN. I' EMBED,) IN CONC„ (18) SD' X I In' (U6P: (20)16d X 2-I49
(�
HTT4
4455
HTT45
-4465
U5P HAS MORE NAIL OPTIONS:. 120) dki, (20)10d x I -In', (20) 16d. x 2 In'
Z
(U 5/8' ATR. IN HIGH STRENGTH EPDXY (MIN. T' EMBED) IN CONO, (26) 166 X 2 in' (USP: (20) 11 X 2-141').
Q
HTTS
SOSO
HTT45
54XP
U5P HAS MORE -NAIL OPTIONS: (28)1 (28)11 k In' (20) Ibd x 2 In
-
HHDOII-SOB 25.
PP15
MBPA 356AI25
IIp10
6645
3475
5330
UPHD
TDX 10
NFM35xnU
12090
5110
3165
1130
(1) 1- AIR IN HIGH STRENGTH EPOM; (MIN 10 EMBEI IN CONG„ (24) So$ )%' x 2k' WOOD 6CREWB (U5P: (24) W53
(V T/S' AB. IN NIGH STRENGTH: EPDXY. MIN. I- EMBED.) IN LONG, (3) 3/4' STUD BOLTS TO WOOD (USP; (4) `i.
SIMPBGN. (1) 3/4' ATR IN HIGH STRENGTH EPDXY, eMIN. 615' EMB DMENT) N OM.& TOP (U 3/4'
ATR IN HIGH STRENGTH EPDXY, (MN. 615- EMBEDMENT) IN OML. FACE, (I8.1Od. TO BEAM
U5P: () In' J-BOLT: W MINIMUM 6: EMBED. a NOT LESS THAN 4' FROM EDGE OF LONG W/ 3/4' DIA ITW
RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR ED.W/ MN. 5''EMBED DEPTH INSTALLED IN THE FACE
6
' BOL
)
)
-
In
III
2660 (FLR)
2530 (PLR)
(10) Ibd TO HEADER (10) 166 TO WOOD U5Pr SAME AS SIMPSON
w HUbC4i2 (WOOD) 3635 HU`5412P 306m
0 3265 (ROOF) 322D (ROOF) I.
Z HUCAIO (CMU) 1810 SOBS HD410 If 1905 31I$ (18)1/4' x 3-3/4° TITEN (9 PER FLANGE) TO CMU, <IW.10d TO WOOD: (UBP: <I8) I/4' x 3' W53 SGREUS, (10) Imd TO WOOD.
Q FWC21m-2 (CHUJ Ietm 5085 HD210-21F SOS 31I5 (18)1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) I0 TO WOOD: (USP: (16) 1/4' x 3`".B3 SCREWS, 110)10d O WOO
HUGZ10-3 (GFM) 1810 4mO0 H02I0-31F Bob13115 (18) I/4' x 2-3f4` TITEN (9 PER FLANGEI TO GMIJ,d10) 10d TO WOOD: NSP: (Ie) I/4' x 3' UB3 SCREWS, (10) Ibd ro WOO
I ID
LGU'R6n-804 1430 5S95 NO USP CONVERSION FOR SIMPSON Wad'126 2 5D8 (4j 9/8' x 4' TITEN HD ANCHORS (2 PER fLANIt.GE) TO CMIJ, (4) I/4' X 2 IR' 6Db SCREW5.T0 WOOD
HIGH 5TRENGTH EPDXY - SIMPSON '5ET EPDXY -TIE' CONTACT THE ARCHITECT/ENGINEER OP IWCORD FOR: WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
ANCHORING 6T81EM5.
+ WHERE ANCHOR EMBEDMENT IS GREATER THAN T' DEEP,. THE VERTICAL CELL IN Cr, WALL MUST SE FILLED 50LIO .1 GROUT
.. 10d COMMON NAILS CAN BE SUBSTITUTED WITH 106 x 11/2' NAILS IN CONJUNCTION WITH A 21* REDUCTION N THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION
PRIOR TO INSTALLATION.
... MINIMUM EMBEDMENT INTO THE TOP CF A BONDBEAM WILL BE 5'; MINIMUM EMBEDMENT NIT® THE FOUNDATION WILL BE I'
N
w
F-- A.T.R • A-34PI ALL THREAD ROD. (SIZE, PROTECTION. TYPE, LENGTH, ETC. VARIES)
O
Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY A-46-T CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAILING SURE THAT THE PROPER CORROSION PROTECTIOk
IB USED..
WHEN U51NG 5TAINLE85 STEEL CONNECTORS, USE STAINLESS. STEEL FASTENERS.. WHEN USING AX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A6TM-AB3
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BA616 AND MUST HAVE IRITTEN APPROVAL FROM THE ARCHIITECT/ENGINEER OF RECORD PRIOR TO USE
ALL CONNECTOR vALUE9 BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013" ; 10GH WIND-RE6ISTANT CONSTRUCTION C RI 9 AND ANCHORING FASTENING SYSTEMS FOR CONCRETE I MASONRY CA ALOG
G-9Ab4012. _.
�:r / r�T/l rv4'1 TLT /9TT I m III
EXTERIOR MASONRY
WALL 5%. HEIGHTS
LOAD 5%. WALL
NON-15%. WALL
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (Ft.)
UP TO
5'-0' TO
6'-0'
U,N,O.
4'-11 1/2'
-1'-11 1/2'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
1
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 32" ON CENTER ON JOISTS PARALLEL TO WALL.
• TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED
AND SUPPLIED BY TRUSS MANUFACTURER,
4, REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS
FOR LOCATIONS, PROFILE; AND SIZE OF 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
JI
J3
J5
(2) META-16 ----4
\"�
J2 ° 11 II J2
I I
I— I
_7 — y% - �\Q = F L2G
It It It 11 11 11 11 11 11 1 11 A
I I I I I I
i
-�_1_EL-1I TIT -0_II =KI
IC/ry
I I I I I I
L1L
A TTICS �� I I I I
r 1: r =rT
- - - — - — � I Ix4 BTM. CHORD BRACING
12' O.G. MAX., SECURED W/
BI (2)10d COMMgN NAILS ®
EACH CHORD INTERSECTION
52_—
53Cs
J2
'Ir--ll---IF —IT_--B.----1r—-11—
A A
3'-0" 3'-0
" 3'-O" 31-0
"
i 411
ROOF ]FIF-ZAMING PLAN.
SCALE: 1/4 = 1'-0' ELEVATION 'B'
(2) META-16
Al
((1111u0
LL//
A5
M`
UE`
U
A4
0
1
A3
0
O
,..
LL
A2
I Z
A
(Z� dU�
Q
to
A2
►SI
GABLE END BRACING
SEE DTL. '4' SHEET D4
Gl
GI
GI
C2
G2
G3C�
J2
R�v� G4MP 0���
c®°wG`� cG
51.� 10
Design
Grouls«�
1441 N. RONALD REAGAN BLVD.
LONGWOOD,FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
SUIBDIV. '& LOT-
OAKLAND
LAKE
(LOT 39)
MODEL:
1452
XXx00--o1
PROJECT#:
R5025.039/00002
PAGE:
ROOF
FRAMING
PLAN
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
TE: °e/28/19
GALE: 1 /4"=1I— 0"
SHEET
6 OF 8
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
IIOV DUPLEX
RECEPTACLE
110V FLOOR
®
MOUNTED DUPLEX
RECEPTACLE
f f
IIOV SWITCHED
5MCM 14&F WITCl-ED
(ll
DUPLEX RECEPTACLE
110V GPI DUPLEX
EQUIPI�D u1/ GROLND FAULT
NFTERUTER (TR RESISTANT
GFI
RECEPTACLE
®
220v RECEPTACLE
4 WIRE CONNECTION
�J
110Y DUPLEX
EQUIPPED V CAD FAULT
NTERJMR (WEATNER FROOF)
�/ILII)wp
I
RECEPTACLE
SWITCH
9
3-WAY SWITCH
4
4-WAY SWITCH
LIGHT FIXTURE -
WALL MOUNT
LIGHT FIXTURE -
CEILING MOUNT
LIGHT FIXTURE -
RECESSED
�
LIGHT FIXTURE -
HANGING
LIGHT FIXTURE -
CEILING MOUNT LED
�(
LIGHT FIXTURE -
FULL CHAIN
LIGHT FIXTURE -
KEYLESS
�(
LIGHT FIXTURE -
VAPOR PROOF
�(
LIGHT FIXTURE -
PENDANT
EXHAUST FAN
MOTOR
��-
LIGHT STRIP
LIGHT FIXTURE -
FLUORESCENT
LIGHT FIXTURE -
Uc
UNDER CABINET
LOW VOLTAGE
PANEL
®
PANEL
x
METER
SMOKE
BATT. BACK-UP W/ HARDWIRE
Sp
DETECTOR
NTERCONNECTED
CARBON MONOXIDE
GATT. BACK -up w/ HARDwIRE
CO
DETECTOR
NTERxwN cw
CEILING BOX n0JIRED TO BE
O
J-BOX
SUPPORTED N ACCORDANCE W/
BOX MAWED AS SUCH FOR
NSPECTION
FLOOD LIGHT
DC
DOOR CHIMES
TV
TELEVISION JACK
T
TELEPHONE JACK/
CAT 5
4
GAS OUTLET
zw
LOAD CALCULATIONS ONE FAMILY DWELLING
WITH HEAT PUMP (NEC CODE#D2)
HOUSE PLAN: 1452
LOAD INFORMATION
VA
1452 SQ.FT. GENERAL LIGHTING X (3) = VA PER 3Q.FT.
4,356
(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) DISHWASHER
4000
(1) CLOTHES DRYER
10000
(1) DISPOSAL (1/3 HP)
246
SUBTOTAL OF GENERAL LOAD
45,602
FIRST 10 KVA OF GENERAL LOAD AT 100%
10000
REMAINDER OF GENERAL LOAD 0 40%= 35,602 VA x (4)
14,241
TOTAL NET GENERAL LOAD
24241
5—TON HEAT PUMP#1 30 AMP X (240 VA) =
7200
5—KW ELECTRIC HEAT 5000 VA x (65%)
3250
NET GENERAL LOAD
24,241
NET TOTAL HEAT
10AN
TOTAL LOADI
34,691
CALCULATED
LOAD FOR
SERVICE
34,691 VA / 240 V= 144.55
200 AMP SERVICE
TRANSFORMER BANK SOWA
VOLTAGE: 1820/13200-240/480V
SERVICE: SINGLE PHASE
TYPE: UNDERGROUND
AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT
AT SECONDARY SIDE! (120/240 VOLTS)
MAXIMUM FAULT CURRENT: 1S3S0 amps
nPOWER COMPANY
TRANSFOI-dMER
l3) 0 2/0 THHWTHWN COPPER CONDUCTORS,
lU s 6 THHN/THWN COPPER GROUND IN 2" CONDUIT.
NEMA 3R 200 AMP
120/240
COMBO VOLT 42
DISCONNECT CIRCUITS
M AND METER MLO
CAN
200
AMP. PHONE D
SERVICE BY OTHERS
GRADE LINE
200 4MP ELECTRICAL RISER
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS $HALL COMPLY W/
APPLICABLE PROVISIONS OF THE NATIONAL ELM CODE, LOCAL
CODES, AND THE LOCAL POWER CO.
t
WP GFI
Lu
LL
SCALE: 1/4 = 1'-0' ELEVATION 'B'
r
sl
PROVIDE 4 THHN/THWN COPPER CONNECTED
TO CONCRETE ENCASED FOOTER STEEL AND
COLD WATER PIPE.
NOTE: IF PVC IS USED THERE IS NO
BOND/GROUND TO COLD WATER PIPE.
CAM)LE / TV
MATHER
PROLE BOX
P.H.
�—DED. 20 AMP
OUTLET FOR
M. WAVE
A R C H I T E C T S
Design
Gro u pLLC
Mr7: 4U /-/ /4-ov / is
FAX:407-774-4078
www.abdesigngrou p.Com
AA #: 0003325
r
SUHDIV. Bc LOT:
OAKLAND
LAKE
(LOT 39)
MODEL:
1452
XXXOO-01
PROJECT#:
R5025.039/00002
PAGE:
ELECTRICAL
PLAN
160 MPH EXP��
ARCHITECT
STATE OF FLORIDA
JUL 0 2 T
JA CANTWELL
R NO 12079
ATE: ' 6/28/19
CALF: 1/4"=1' - 0
SHEET
7 OF
SUHDIV. Bc LOT:
OAKLAND
LAKE
(LOT 39)
MODEL:
1452
XXXOO-01
PROJECT#:
R5025.039/00002
PAGE:
ELECTRICAL
PLAN
160 MPH EXP��
ARCHITECT
STATE OF FLORIDA
JUL 0 2 T
JA CANTWELL
R NO 12079
ATE: ' 6/28/19
CALF: 1/4"=1' - 0
SHEET
7 OF
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Building Permit If Owners Name: NVR Inc DBA Ryan Homes Applicant: NVR Inc DBA Ryan Homes
Product
Opening
Design
Pressures
Product
Rated
Design
Pressure
Manufacturer
Model #
Product
Approval
Number
Glass Type
tAgthodof Attachment
Windows
+32.37/42.62
+50/-60 OP
Ply Gem
Series 4712 Flange
FL 14039.1
non -Impact
wood mew with sufficient length to achieve 1-114" embedment, Required anchors: Head (3), Jamb (3)
Mullions
N/A
+/-75 DP
Ply Gem
Series 4700 Flange
FL 15264.2
N/A
N" Tapcon with sufficient length to achieve a 1 No min. embedment with 2 W minimum edge distance
Fixed Glass
+29,65/-38,87
+/-5$ DP
Ply Gem
Series 4701 Flange
Fl 14434.1
non -impact
aWood Screw with sufficient length to achieve 1.1/4' embedment. Required anchors: Head (3), Jamb (3)
"Tapcon with sufficient length to achieve 1-1/4" embedment. Required anchors: Head/SIN (6), Jamb (5I
Tapwn %*, Min Embedment 1-1/4", Min Clearance to edge 2", Min Clearance to adjacent anchor 4"; dR ELCO
icon 1/4", Min Embedment 1.1/4", Min Clearance to edge 1". Min Clearance to adjacent anchor 4. Anchor
TBkcing Max 18.V AC
SlidingGlass Doors
Swing Type Doors
+28,74/-42.62
+30,64/-30,64
+/-S0 DP
+67.0/-67.0
Ply Gem
Therma Tru
Series 4780
3'0"tt8'0"
Fl. 14634.2
Fl. 5891.5
tron-impact
N/A
to block on vertical lamb 1/4" % 11/4" min embedded Tapwn. Max spacing of 7112" and 1" 00 steel washer
J idred.
Gaza Doors
+25,91/-3L39
+36/-42
Clopay
16x7 mode173W6
FL 16546.E
N/A
Hurricane Protection
N/A
+40/40
Eastern Metal
24ga Steel Panels
FL 11964.2
N/A
Tapcan Anchors, SG Tapcons or 1/4" X 3/40. All points Sosd-set Anchors,
Roofing Material
N/A
N/A
Tamko
N/A
FL 29355.1
N/A
Soffits (Panel Walls)
N/A
N/A
Ply Gem
Mastic Soffits
F1.23352.1
N/A
Structural Component
N/A
N/A
Huber Eng.
ZIP System
F1.17147.1
N/A
I have reviewed the above components or cladding and I have approved their use In this structure. These products provide adequate resistance to the wind loads and forces specified by current rode provisions.
Name: James Joseph Cantwell Signature: seal
Design Prof: Architect Cert. No. AR0012079 Date:
A�J` GO0QGOZ04
G �wG\ Oco
lic
A R C H I T E C T S
Desi �n�
Group�'LC
PH: 407-774-6078 I
FAX:407-774-4078
www.abdeslgngrouo.com
SUBDIV. & LOT:
0 AKLANI)
LAKE
(LOT 39)
MODEL:
1452
XXX00-01
PROJECT#:
R5025.039/00002
PAGE:
PRODUCT
APPROVAL
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
JUL 0 2 2EE
JAM S' CANTlf•✓EL_L
R NO 120T9
DATE: 6 /2 el /19
SCALE: 1/4"=1'-0"
SHEET
OF
!U 5 REBAR VERTICALLY
(U 5 MBAR VERTICALLY W/ CONC. W/ CONC. POURED CELL
POURED CELL (25' MM LAP) (25' MM LAP)
R-4.1 INSUL. MIN.
TEXTURED OEMENTIOUS COATING U w a, CMu
PER IASTM C926) (TYP.) Q p¢¢
Q V2' GYP. UL. CMu
BD. s O CURB HEIGHT VARIES
iv E
72 O WOOD BASE r
m
_w
new---'•--•
z k
E j E
3 I/1' CONC. REIN. W/ 6ES V.�
... n `. WIAxW.4 UALF OR FIBEPa`1ESH ON3 1/2' CONC. REIPF. W/ 6'xb'
It CTEP WL4xUIIA UALF OR FIBER I"IESH
.:T' 6-MIL POLY ETHYLENE VAPOR POLY ETHYLENE
BARRIER ON UE TREATED FFILLCLEAN TERMITE T1�EATED FILLVAPOR BARRIER ON
K F TERO'IITE TREATED FILL
4' I V2' RECE95 E WUELL-COMPACTED CLEAN
i ._m• !2) 5 REBAR ON CHAIRS U REBAR ON CHAIRS
i-STORY FOOTING 1-STORY FOOTING
1 WZ BLOCK WALL �,�� AT GARAGE
SCALE: 1/2'-1'-0'
9
.WALL BEYOND
ff � WALL BEYOND
3/4' RECESS FOR
PAVERS. 0ARAGE DOOR
3 In, CONC, wif. W/ bkb'
WAAL 4 W OR FEIER ESW ON
L 6-MIL POLY ETHYLRDE VAPOR
BAWER O UELL-CaVACTED
Q r CLEAN TEWITE TWATEP FILL TU 3 IR' CONC, REINF. W/ 6'x6'
_ W64xW1.4 WLF OR RDERMESH ON V4'6'
' CONC., �U.¢W/ 6'x6'
PAVERBASE BARRIER ON UELL-COMPACIED RIERL7 ETHYLENE VAPOR
FOOTING CLEAN TERMITE TREATED FILL AN TERI'gjTE L.L.- GTED
5 REBAR ON 8'I'-0'ATED FILL
CHAIRS BEYONDESS"PAVERS
EXTEND FOOTU�Ks!U5 MBAR ON CHAIRS GARAGE STEP—UP UNDER PAVERS REBAR % NON -BEARING ro_� GARAGE DOOR FOOTING
PAVER RECESS
SCALE: V1'.1-0' a� ENTRY DOQR
Im
8EE MANUF. PRODUCT DETAILS
FOR REOL11 D SIZE AND DEPTI
OF RECESS FOR SiSD. TRACK z
w VARIES L
!U 5 REBAR SET 1N SIMPSON HIGH a-
U' FMISH FLOOR `-' STRENGTH EPDXY 6' EMBED. MIN.
f3)S. REBARa? STORY
... n a OUTSIDE REBAR TO BE
a CONTIwIOue
3 1/2' CaNC., I;MIt�F. W/ 6'x6'
.a WIAxWIA WLF OR FI5EF31ESH ON
6-MIL POLY ETHYLENE VAPOR
BARRIER ON DELL -COMPACTED
CLEAN TERMITE TREATED FILL '
Y-I' MM. LAP
SLAB AT S.G.D. TYP. RETROFIT FOR
11 SCALE: 1'.1-m' A OMITTED DOWELS B REBAR LAP AT FOOTING
/ SCALE, ' o-°
IW
TIE VERTICAL REBAR
TO HORIZATIONAL
REBAR UU 10' HOOK
aRCUTED BOND BEAM
VARIES PER ELEV.
z a
C
W CLEANOUT REQUIRED
FOR MSPECTION
z
E
0'-0' FIN. FLR t
!U 5 OND
PEDED W TIE VERTICAL MBAR
` ,G�
LAP
W/ BOND BEAM n
lU 5 MBAR AT COpNERB °.° a TO HORIZATIONAL
W/ 25' LAP MR L a..' REBAR W/ 10' HOOK GOo
{
m�
TYP. REBAR LAP HORIZONTAL/ VERTICAL
C AT LINTEL CORNERS 0_41MX�CING
E
t1 R C H I T E C T S
■■U
PH: 407-774-6078
FAX:407.774-4078
www.abdesigngroup.com
SUBDIV. BL LOT:
OAKLAND
LAKE
(LOT 39)
MODEL:
1452
XX00-01
PROJECT#:
R5025.039/00002
PAGE:
LOUNDATIION
DETAILIS
160 MPH EXF). C
ARCHITECT=
STATE OF FLORIDA
JUL_g f2
JAM, ANTWELL
AR NO 12079
DATE: 6 /2 8 /19
6CALE: 1/4"=1'-O"
s F3EET
NOTE: NOTE:
SHIM AS NEEDED SHIM AS NEEDED
TO PLUMB JAMB. TO PLUMB JAMB.
❑ p0 NOT EXCEED �' � DO NOT EXCEED
8' CMU BLOCK 8' CMU BLOCK
I' DRYWALL J' DRYWALL WINDOW/DOOR JAMB
P.T. Ix4 or �'x4' MIN. � Ix4 or Ix2 P.T. NAILER P.7, Ix4 or �'x4' MIN.
FA8ISEENEER SNCHED LOEORFJAMB
R ATTACHMENB BLOCKIN DOOR CASING FAS(SEETENER ISCHEDULE OWDOOR JAMB BLOCKING
Ix4 or Ix2 P.T. NAILER 4 BLOCKING FASTENER
DOOR caSING SCHEDULE
DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW
MEMBER w/ (2)12d NAILS 8' FROM
(ATTACHED TO BLOCKING EACH END and a IVO.C. MAX (ATTACHED t0 BLOCKING P.T. Ix4 or'x4' MIN: cEm
PER MFR'5 SPECIFICATIONS PER MFR'5 SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/
(1) �r,' TAPCON (MIN. EMBEDMENT 1 4")
WINDOW TO BLOCK (+4" or +%") WINDOW TO BLOCK (+3") 8' FROM EACH END and a 18' O.C. MAX
or
(1) DRIVE PIN, 8' FROM EACH END and
DOOR JAMB TO BLOCK (+4" or +%") DOOR JAMB TO BLOCK (+3") -6 IS' O.G. MAX
4A SCALE: r=r-m' 4E SCALE: r=r-0' MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 4'
LT NOTE: NOTE:
SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4:
TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK W/ (1) TAPCON
❑ DO NOT EXCEED' ❑ DO NOT EXCEED' (MIN. EMBEDMENT 14') 8' FROM EACH
8' CMU BLOCK END and a+ 18' O,C. MAX
8' CMU BLOCK I, or
DRYWALL DRYWALL (1) DRIVE PIN, 8' FROM EACH END and
P.T. 2x r
(SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER P.T. lx4 or i x4r MIN. Ix4 or Ix2 P.T. NAILER 9 18' O.C. MAX
FASTENER SCHEDULE FOR ATTACHMENT DOOR CA51NG (SEE WINDOW/DOOR JAMB BLOCKING 055 (4' WIDE MIN.) MIN. SHANK SIZE .145
FASTENER SCHEDULE FOR ATTACHMENT) DOOR CASING MIN, HEAP SIZE 300
DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL MIN. EMBEDMENT 1'
SHINGLES OR TILE (PER COMMUNITY SPECS) (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROMLil OOR JAMB / WINDOW
PER MFR'S SPECIFICATIONS EACH ENE) and a 18' O.G. MAX (ATTACHED TO BLOCKING
PER MFR'S SPECIFICATIONS) P.7.2x6: [�
OVER "30 FELT PAPER (OR APPROVED EQUAL)
INSTALLED PER SECTION R905 OF THE FBCR, WINDOW TO BLOCK (+1 Y') 5o�UCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT I J') 8'To BLOCK Lu/ J' 6TH EDITION (2011)FROM EACH
�
DOOR JAMB TO BLOCK (+1 Y") THI OUCH NON-STRUCTURAL MEMBER Ox or Iy' 055) ENE) and 18' O.C. MAX
OVER ROOF SHEATHING (TYPE AND ATTACHMENT 411 W/ jL' TAPCON MIN. 1 EMBEDMENT INTO BLOCK or
METHOD PER 'NAILING SCHEDULE') scALE: r=r-ro' (2) DRIVE PINS, 8' FROM EACH END and
RE -ENGINEERED ROOF TRUSS 6 15' O.G. MAX
7 .
EMBEDDED STRAP ATT OR BLOWN-N INSULATION WINDOW TO BLOCK (+3 / MIN. SHANK SIZE 1456 )
MIN. HEAD SIZE 300
(PER PLAN (R-VALUE PER ENERGY CALC5) NOTE: DOOR JAMB TO BLOCK (+3 %6") MIN. EMBEDMENT 14'
) ' SHIM AS NEEDED
TO PLUMB JAMB. 4F ! SCALE:
METAL DRIP EDG t 'GYPSUM BOARD OR HIGH ❑ PO NOT EXCEEDP.T. 2x8: C=
2x6 SUB -BAN STRENGTH CEILING BOARD 8" CMU BLOCK SECURE To BLOCK w/ (2)16' TAPCON5
VENTED CONC. FILLED U-BLOCK w/' DRYWALL NOTE: (MIN. EMBEDMENT 14') 8' FROM EACH
ALUMINUM SOFFIT (1) "5 CONTINUOUS REBAR P.T. 2x ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and i+ 18' O.C. MAX
,PER PLAN (SEE WINDOW/DOOR JAM BLOCKItKKs
WINDOW (PER PLAN), RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT �' 065 (4' WIDE MIN.) TO PLUMB JAMB. or
(SIZE AND REINFORCEMENT ❑ DO NOT EXCEED 6 I DRIVE PINS, 8' FROM EACH END and
ATTACHMENT PER *R PER PLAN) DOOR JAMB /WINDOW DOOR CASING IS' O.C. MAX
SPECIFICATIONS (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145
PER MFR'S SPECIFICATIONS' DRYWALL MIN. HEAD SIZE 300
NOTE: P.T. Ix4 or i4'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT 1'
STRUCTURAL 2x MUST BE ON OUTSIDE d SECURED (SEE WINDOW/DOOR JAMB BLOCKING P.T. ix (4' WIDE MIN.)
ALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT
(R-VALUE PER ENERGY CALLS) THROUGH NON-STRUCTURAL MEMBER (Ix or �' 065) SECURE 2nd 2x To STRUCTURAL DOOR CASING P.7. (2) 2x4:
PRECAST OR POURED IN w/ ' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) 4" TAPCON
PLACE SILL (PER BLDR' GYPSUM WALL BOARD EACH END and a 18' O.C. MAX (ATTACHED TO BLOCKING (MIN, EMBEDMENT 1 4') 8' FROM EACH
' TEXTURED CEMENTITIOUS 9 05 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1%6) PER MFR'S SPECIFICATIONS) END and 9 16' O.C. MAX
COATING MIN. (PER ASTM CONC. POURED CELL 15 NOTE: (U DRIVE PIN, 8' FROM EACH END and
C926) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 �6) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED IS' O.C. MAX
8' C - 4' P.T. FURRING STRIPS 16' O.C. 4C scALe: r=r_m' THROUGH NON-STRUCTURAL MEMBER (lx or �' 055) MIN. SHANK SIZE .145
_ w/' TAPCON MIN. 1 J' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300
OD BASE MIN. EMBEDMENT I'
Li NOTE: WINDOW TO BLOCK (+3 %6")
SHIM AS NEEDED "
TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3 %6) P.T. (2) 2x6BE
:
DO NOT EXCEED SCALE: r=r-m' SECURE TO BLOCK w/ (2)' TAPCONS
ONCRETE SLAB 4' 4G
(SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 4') 8' FROM EACH
ANp REINFORCEMENT) 8' CMU BLOCK ENE) and -9 18' o.C, MAX
XTERIOR WALL FOOTING �' DRYWALL UPLIFT UP TO 1115 lb or
(SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and
BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE wNDOW/000R JAMB BLOCKING, SIMPSON HTS20 w/ (10) I0d NAILS t0 TRU55 4
P.7. Ix (4' WIDE MIN.) 0 IS' O.C. MAX
2 SINGLE STORY SCALE: 3/4'=I'-O' FASTENER SCHEDULE FOR ATTACHMENT (4) 4'X2 4' TAPCONS INTO BOND BEAM -ENGINEERED MIN. SHANK SIZE .145
DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'5 SPECS TRUSS MIN. HEAD SIZE 300
(ATTACHED TO BLOCKING ONTINUOU5 BOND MIN. EMBEDMENT 141
GATT INSULATION ADHERED TO CEILING 'GYPSUM BOARD OR 2" HIGH PER MFR'5 SPECIFICATIONS UPLIFT UP TO 2,350 lb BEAM
(2) SIMPSON HT520 EACH SIDE OF TRUSS w/
BOARD lR-VALUE PER ENERGY GALCS STRENGTH CEILING BOARD NOTE: 4 1 P.T. (2) 2x8:
(10) I0d NAILS TO TRUSS 4 l4) 'X2 a TAPCON5 -----� RE
STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM SECURE TO BLOCK w/ (2) 4' TAPCON5
THROUGH NON-STRUCTURAL MEMBER (ix or gi' 0515) (or EQUIVALENT INSTALLED PER MFR'S SPECS
' TAPCON MIN. 14' EMBEDMENT INTO BLOCK and 6 IS' OC MAX(MIN. EMBEDMENT I A
8' FROM EACH
W/
b _ r ---- -- -- END
- TAPCON5 MIN. or
OPENING 22' x 30' MIN. Op CASING AT SIDE WINDOW TO BLOCK (+2 Y) 2' COVER (2) DRIVE PINS, 8' FROM EACH ENE)and
2' APART � IS' O.C. MAX
ATTIC ACCESS NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK +2 /4" MIN. SHANK SIZE .145
3 -',--ALE- NTs. SHALL COMPLY WITH MIN 30' HEADROOM WOOD CASNG 4 GYP. ( ) TRUSS ANCHOR RETRO—FIT MIN. HEAD SIZE 300
PER RSOl.I OF THE FBCR 2011, 6th EE)ITION BOARD (TYP) 4D SCALE: r=r-o' S scaLE. N.T.S. MIN, EMBEDMENT 14'
A R C H IT E C T S
O/Design
Group LLC
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
mm�vo�vvOJ
SUBDIV. & LOT:
OAKLAND
LAKE
(LOT 39)
MODEL:
1452
XXX00—01
PROJECT#:
R5025.039/00002
PAGE:
1—STORY
WALL
SECTIONS
& NOTES
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
JUL 0 2 2700
D tE: 6/28/19
ALE: 1/4"=1'-0"
p HEET
�2
■
REVIEWED FCoply
k w2mV 1 0`1 10 1 CODE COMPLIANCE fit V-
BOCC
A R C H IT E C T S
Design
Gri U LLC
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA M 0003325
�II"III"I
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L
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SUBDIV. 8e LOT:
OAKLAND
LAKE
(LOT 39)
MODEL :
1452
XXX00-01
PROJECT#:
R5025.039/00002
PAGE:
SECTIONS/
DETAILS
160 MPH EXP. C
ARCHrrECT:
STATE OF FLORIDA
ATE: 6/28/19
SCALE: 1/4"=1'-O"
SHEET
D 2)
VTCR or
(U 6 EA
Y O.C. M,
TYPTf AT. VAT.TRY TRUSS CONNECTION
SCALE: 3/4'zF-O'
ECURE 2x4 FLAT 70
BLOCK w/ CUT NAILS
_ �_
ECURE 2x(o MIN. TO
K wl
(2)2' xx T ANCHOR BOLTCw/ 2' —�-
B WASHER SET IN SIMP60N or USP
NIGH STRENGTH EPDXY
(MIN. &' EMBEDMENT)
- -
L_LO
SECURE
2x6 MIN. TO BLOCK w/
(3)y' x 9' ANCHOR BOLTS w/ 2'
WASHER SET IN SIMPSON or USP
HIGH STRENGTH EPDXY (MIN. 6'
EMBEDMENT
GARAGE DOOR BUCK ATTACHMENT
SCALE: 3/4'=1'-0'
`-PRE-ENGINEERED TRUSS
GYPSUM BOARD OR
HIGH STRENGTH CEILING
BOARD
SINGLE 2x TOP PLATE
GYPSUM WALL BOARD
2x WOODS STUDS 6 24' O.C.
(SIZE PER PLAN)
SECURE BOTTOM PLATE TO
SLAB w/ I(Od MASONRY
NAILS a 32' O.C. MAX
CONCRETE SLAB
(SEE FOUNDATION PLAN FOR
SIZE AND REINFORCEMENT)
INTERIOR NON -BEARING WALL
w00p STUDS
SCALE: 3/4'=1'-0'
/
-PRE-ENGINEERED TRUSS
GYPSUM BOARD OR
HIGH STRENGTH CEILING
BCARD
3 %a' TOP CHANNEL (25 GAUGE)
TOP CHANNEL TO TRUSS w/
DRYWALL SCREWS (EACH TRUSS
or 24" O.C. MAX)
�' GYPSUM WALL BOARD
3 %8 METAL STUDS (25 GAUGE) G
24' O.0 w/ FULL LENGTH LAYER OF
I/2' TYPE GYPSUM WALLBOARD,
ATTACHED TO EACH SIDE g 12' O.C.
3 %s' BOTTOM CHANNEL (25
GAUGE) BOTTOM CHANNEL TO
SLAB w/ I(Od x 1' MIN. MASONRY
O NAIL w/ WASHER a 32' O.C. MAX.
-CONCRETE SLAB
(SEE FOUNDATION PLAN FOR
SIZE AND REINFORCEMENT)
�a
NOTE:
STUD GAUGE IS HEIGHT SPECIFIC. CONSULT
w/ MANUFACTURER ON STUD HEIGHT LIMITS.
INTERIOR NON -BEARING WALL
METAL STUDS SCALE: 3/4'=I'-(D'
TEXTURED CEMENTITIOUS ll REBAR VERTICALLY IN CONC. POURED
COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN)
C926) OVER GMU-� � Q' CMU BLOCK,�IEATHER STRIP MOLDING
..® r
(PER MANUFACTURER' SPECCATIO�S�
2x6 P.T. WOOD STUD SECURED TO FILLED
CELL w/ (3)�' x 9' ANCHOR BOLTS w/ 2'
GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH
(BY OTHERS -INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT)
PER MANUFACTURER'S SPECIFICATIONS VERHEAD GARAGE DOOR (BY OTHERS)
I" MIN. SLIpE
SECTION Roor7 ALVANIZED STEEL VERTICAL TRACK
B (BY OTHERS -INSTALLED PER
SCALE: N.T.S. MANUFACTURER'S SPECIFICATIONS)
A R C H IT E C T S
Design
Grou LLB
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
Nun
nn
��e000.00m�
sysnzv sk LOT:
OAKLAND
LAKE
(LOT 39)
MODEL:
1452
X}IX00-01
PROJECT*:
R5025.039/00002
PAGE:
SECTIONS/
DETAILS
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
ATE: 6/28/19
CALF: 1/4"=1'-0"
SHEET
REVISION
�,�� copy REVIE`�
CODECOW
ST. LUCIE C(�f>��9�'
PREFORMED
CONTROL JOINT
FLANGE OF CONTROL JOINTS TO BE WIRE TIED
TO LATH a 9" O.C. MAX (VERT.).
NOTE: DO NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS BEYOND EXCEPT
STAPLES W/ Ye" LEG MAY BE USED TO TEMP.
SECURE CONTROL JOINT DURING INSTALLATION
TEMPORARY STAPLES TO BE REMOVED AFTER
INSTALLATION
FASTENERS TO BE SPACED
6 l" O.C. MAX VERTICALLY
LATH SHALL NOT BE CONTINUOUS THROUGH
CONTROL JOINTS BUT SHALL BE STOPPED AND
TIED AT EACH SIDE. PER A5TM C1063 1,10.1.4
NOTE:
1. FASTENERS FOR LATH TO BE NAILS OR
5TAPLE5 IN COMPLIANCE W/ A5TM C1063
2. WIRE TIES TO BE (NO. 18) 0.0415" WIRE
3. BLOCKING SHOWN MAY BE IN ADDITION TO I
WALL STUDS REQUIRED PER PLAN
CUT TWO PIECES OF FORM FLASH I —
APPROX. (o" LONGER THAN THE
WIDTH OF PIPE OPENING
LOCTITE SPRAY ADHESIVE DIRECTLY
TO 055 AROUND PENETRATION
" OR LE55 PIPE PENETRATION
STARTING WITH THE BOTTOM
HALF OF THE PIPE, REMOVE
THE RELEASE LINER AND FOLD
THE FORM FLASH 1 IN HALF
(LENGTH W15E WITH ADHESIVE
TO THE EXTERIOR)
ALIGN THE PROTECTO FORM FLASH I
WITH THE CENTER OF THE PIPE. ADHERE
FORM FLASH 1 TO THE BOTTOM HALF OF
THE PIPE AND WRAP AROUND THE PIPE.
PER FBC R103.1.1
EXTERIOR LATHING AND PLASTERING
EXTERIOR USE OF PORTLAND CEMENT PLASTER
SHALL COMPLY WITH THE APPLICATION
REQUIREMENTS OF A5TM C 926-12A.
INSTALLATION OF EXTERIOR LATHING AND
FRAMING SHALL COMPLY WITH A5TM C 1063-12A
STEP 1
INSTALL FASTENERS
(CLIPS, STRAPS, STAPLES)
AS REQUIRED TO SECURE
PIPE/ WIRE TO FRAMING
PIPE PENETRATION DETAIL
3 SCALE: N.iB.
TO
TO 6'
6' TO b'
$° THICK, 3 COAT CEMENT
PLASTER
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
APPROVED METAL LATH FASTENED
67" (VERT.) O.C. MAX AT SUPPORTS
WRB LAYER #I, 5TUGCOWRAP
(OR APPROVED EQUAL)
WOOD SHEATHING
PROTECTED FLASH TAPE
BEHIND CONTROL JOINT
PROVIDE 2X4 BLOCKING PLACED
FLAT MAX. 6" TO 8" FROM CONTROL
JOINT WHEN CONTROL JOINT FALLS
ON STRUCTURAL STUD
TYPE "M" CONTROL JOINT
1 SCALE: K7b.
NOTE: APPLY SEALANT AT "MI' CONTROL
JOINT END TO END CONDITIONS
USE FINGERS TO MOLD THE REMAINING HALF OF THE
FORM FLASH I TO THE SHEATHING, MAKING SURE THE
FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE
\ SHEATHING WITH MINIMAL AIR POCKETS OR 5U55LE5.
TAKE SECOND PIECE OF FORM
FLASH I AND APPLY IT TO THE
TOP HALF OF THE PIPE IN THE
STEP 2 SAME MANNER, MAKING SURE
THE OVERLAP AREAS ARE
PRESSED DOWN TIGHT TO THE
PIPE AND SHEATHING.
SECTION
TAPE WRB LAYER #1,
5TUCCOWRAP (OR APPROVED
EQUAL) DIRECTLY TO SHEATHING
WRB LAYER #2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
PROTECTO FORM FLASH 1
CONFORMABLE AIR/VAPOR
BARRIER TAPE DIRECTLY
TO SHEATHING
LOCTITE SPRAY ADHESIVE
DIRECTLY TO 055 AROUND
PENETRATION
ELASTOMERIC COATING
(OR APPROVED EQUAL)
OVER STUCCO/ C.V. FIN15H
(SEE TYP WALL SECTION)
NOTE:
51DE LAPS OF METAL PLASTER 5A5E5
SHALL BE SECURED TO FRAMING
MEMBERS. THEY SHALL BE TIED BETWEEN
SUPPORTS WITH 0.0415-IN. (1.21-MM) WIRE
AT INTERVALS NOT MORE THAN 9"
(229-MM). AS PER A5TM C1063 13.1.
NOTE:
FOR REPAIR OF TEARS IN WRB LAYERS,
TEARS MAY BE PATCHED PEEL 8 STICK
WOOD STU
SHEATH
WRB #1 TAPED T
SHEATHING Lu/ Wi
#2 OVER TOP. Wf
#2 TO BE LAPPE_
VERTICALLY 6" MIN.
STUCCO OVER
METAL LATH. METAL
LATH TO HAVE 1"
VERTICAL LAP MIN.
FORTIF15ER BUILDING
PAPER (OR
APPROVED EQUAL)
HORIZONTAL LATH PAPER LAP
& PAPER DETAIL
WOOD SHEATHING
WATER RE515TIVE BARRIER
LAP SIDING (PER BUILDER)
WEEP SCREED
MINIMUM CLEARANCE
(PER MANUR SPECS)
5"X-I" CONTINUOUS GALV. METAL
STEP FLASHING (NAIL TO ROOF
DECK, NOT WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL
ADHERED SHINGLES TRIMMED
TO COVER FLASHING STRIP
"L" FLASHING
4 SCALE: N.iS.
NOTE:
APPROVED BUILDING WRAP SHALL BE LAPPED A
MINIMUM OF 6" 6 VERTICAL LAPS (ROLL ENDS) &
6" a HORIZONTAL LAPS.
LATH VERTICAL
LAP TO BE I"
METAL LATH
TAPE WRB LAYER
#I, 5TUCCOWRAP
(OR APPROVED
EQUAL) DIRECTLY
TO SHEATHING
I' MIN LATH
LAP, 4' OVER
ALL LAP
VERTICAL LATH
& PAPER DETAIL
$" THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER #2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
TAPE WRB LAYER 1,
5TUCCOWRAP (OR
APPROVED EQUAL)
DIRECTLY TO SHEATHING
SHEATHING
LEGEND
�F/ I DRAINAGE PLANE
,. (WRB LAYER 1,
H , 5TUCCOWRAP OR
APPROVED EQUAL)
STUCCO
WRB LAYER #2
(FORTIF15ER
BUILDING PAPER OR
APPROVED EQUAL)
METAL LATH X X X X
STUCCO
WOOD SHEATHING J7 i
5ELF-ADHESIVE
FLASHING
NOTE:
METAL LATH: LATH TO BE PER
FBC R103.1.1 / A5TM 0-841-091
MIN. 2.5 LBS, PER 50. YARD
(UTILITY OR NOMINAL LATH DOES
NOT MEET SPECIFICATIONS)
WRB: WATER RE515TIVE BARRIER
A R C H IT E C T S
1443. N. KVNALU KLAUAN ULM
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
W w W.a bd esigngrou p. co m
AA #: 0003325
r
��ommo0vvvoL
SUBDIV. 8c LOT:
OAKLAND
LAKE
(LOT 39)
MODEL:
1452
XXX00-ol
PROJECT#:
R5025.039/00002
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
Ar
flit 0 2 91f
ATE: 6/26/19
c ALE: 1 /4"- l' - 0"
SHEET
WAI
5
REVIEWED FOR
CODE COMPLIANCE
$" THICK, 3 COAT
CEMENT PLASTER
STEP FLASHING
OVERLAP5 KICKOUT
DIVERTER I" MIN.
STEP FLASHING
FELT UNDERLAYMENT
SHINGLE ROOFING
DRIP EDGE: OVERLAP 3"
EXTEND 1/2" BELOW
SHEATHING, MECHANICALLY
FASTEN 4" O.C. MAX.
NOTE:
INSTALL KICKOUT FLASHING
AT BOTTOM OF ROOF & WALL
INTERSECTIONS
WRB LAYER 02, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
WRB LAYER #I, 5TUCCOWRAP (OR APPROVED
EQUAL) TAPED DIRECTLY TO SHEATHING
LAP LAYERS OF BUILDING WRAP OVER
NAILING FLANGE, STOP WRB APPROX.
1 y" ABOVE SHINGLES
SELF -ADHERING FLASHING
DRYFLEKT KICKOUT DIVERTER
W-000m.
A5CIA WRAP
KICKOUT DETAIL
5 SCALE: N.Tb.
" " t" ",ECEIVE I COAT OF 5HER-CRETE
',ONCRETE WATERPROOFER or
;OAT PRIOR TO ELEC. METER
ON
(PER 3/WAI)
ELEC. METER FIELD VERIFY
LOCATION
ELEC. METER FIELD VERIFY LOCATION
APPLY SEALANT AT TOP 8
51DE5 OF ELEC. METER BOX
AFTER STUCCO INSTALLATION
ELECTRICAL CONDUIT
PENETRATION
8 SCALE: N.TS.
SEALANT ON TOP 4 SIDES ONLY
CAVITY TO BE FILLED WITH RIGID
POLYMERIC 150CYANATE-POLY5LEND
FOAM ("GREAT STUFF" OR SIMILAR)
t—FLASH OPENING WITH PROTECTO FORM FLASH I
SELF ADHERING FLASHING PER FLASHING
METHOD A5 DESCRIBED IN DETAIL 3 OF WAI
"PIPE PENETRATION DETAIL"
APPLY I COAT OF 5HER-CRETE FLEXIBLE CONCRETE
WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN
OR METER CAN COMBO OR METER CAN AND DISCONNECT
WRB LAYER #1, 5TUCCOWRAP (OR APPROVED
EQUAL)
WOOD SHEATHING
VENT CAP 15 TO BE SET IN CONTINUOUS BED OF
SEALANT.
ONE-PEICE HOODED VENT ATTACHED PER MANUF.
SPECIFICATIONS
APPLY SEALANT AT PERIMETER OF
NON -MOVABLE FRAME AND STUCCO ON ALL
51DE5,4" SEALANT e JOINTS ALL AROUND
$" THICK, 3 COAT CEMENT PLASTER
METAL LATH
WRB LAYER 02, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL) BUILDING PAPER
DRYER VENT (FRAME) OVER "QUICK FLASH'
6H SCALE: N.TS. PIPE THROUGH WALL
TRUCT I ON
SHEATHING
WOOD FRAMED
WALL
BUILDING PAPER
UNDER "QUICK FLASH"
WOOD SHEATH
WRB LAYER 11,
5TUCCOWRAP (OR
APPROVED EQUAL)
WRB LAYER 12, WOOD
FORTIF15ER CONSTRUCTION
BUILDING PAPER (OR S" CMU-
APPROVED EQUAL) T
$" THICK, 3 COAT CEMENT
PLASTER
%s" TO 1/8" MID -WALL
WEEP 5CREED
6" SELF -ADHERING FLASHING
HORIZONTAL WEEP SCREEI
(FRAME TO FRAME'
C/AI C ITC
VENT PENETRATION
A SCALE: N.T,S,
-WRB LAYER #2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
-METAL LATH
US" TEXTURED FINISH a WOOD
-FASTEN TO WOOD STRUCTURAL
MEMBER e 1" O.C. MAX
E$ %8" TO %` MID -WALL
WEEP SCREED
—6" WIDE STRIP SELF
ADHERING FLASHING, CLEAN
MA50NRY BEFORE APPLYING
—TEXTURED FIN15H 0 MA50NRY
HORIZONTAL WEEP SCREE]
(FRAME TO BLOCK'
L7 SCALE: NS.S.
NOTE: PROTECTED FLASH TAPE BEHIND WEEP 5CREED 8 APPLY SEALANT AT WEEP 5CREED END TO END JOINTS
CUT ENOUGH PROTECTO FORM
FLASH 1 PIECES TO COVER BOX 4"
PAST EACH SIDE. STARTING AT THE
BOTTOM OF THE BOX, REMOVE
RELEASE LINER AND APPLY
PROTECTO FORM FLASH 1 IN A
SINGLE FASHION TO COMPLETELY
COVER THE BOX.
WOOD SHEATHING
WRB LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL)
PROTECTO FORM FLASH I
SELF ADHERING FLASHING
APPLY 60 MIN GRADE "D" FELT
OVER SELF -ADHERING FLASHING
OVER APROVED HOU5EWRAP
WRB LAYER *2, FORTIFIBER
BUILDING PAPER (OR
APPROVED EQUAL)
STEP 1
STEP 4
NOTE: ATTACH PER
MANUF. SPECIFICATIONS
MAKE AN "X" CUT THROUGH
THE PROTECTO FORM FLASH I
IN THE CENTER OF THE BOX
OR OUTLET OPENING
EXTENDING TO NO CL05ER
THAN 1" TO CORNER,
APPLY E-Z BEAD
(OR APPROVED EQUAL)
OVER 60 MIN GRADE "D"
FELT -PROVIDE SEALANT
AT ALL JOINTS AND
INTER5ECTION5
STEP 2
STEP 5
TEXTURED CEMENTITIOU5
COATING
PREMANUR DRYER VENT CAP
(SET IN CONT. SEALANT)
SEALANT @ ALL SIDES
DRYER VENT BLOCK
6 B SCALE: N.T.S.
PER FBC R103.1.1
EXTERIOR LATHING AND PLASTERING
EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL
COMPLY WITH THE APPLICATION REQUIREMENTS OF
A5TM C 926 -12A.
INSTALLATION OF EXTERIOR LATHING AND FRAMING
SHALL COMPLY WITH A5TM C 1063-12A
LEGEND
DRAINAGE PLANE
(WRB LAYER #I, 5TUCCOWRAP
OR APPROVED EQUAL
WRB LAYER *2
(FORTIF15ER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH X X X X
STUCCO
WOOD SHEATHING
SELF-ADHESIVE FLASHING
NOTE:
METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM
C-041-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR
NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
PUSH THE PROTECTO FORM
FLASH 1 INTO THE OPENING
AND ADHERE TO THE
INTERIOR OF THE BOX.
ELA5TOMERIC COATING
(OR APPROVED EQUAL)
OVER STUCCO/ C.Y. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
EXTERIOR
RECEPTACLE
9>LE�LEC�TR�ICAL
tTR91E CCNSTJ
STEP 3
A R C H I T E C T S
Design
rou LLC
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-77"078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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SUBDIV. 8e LOT:
OAKLAND
LAKE
(LOT 39)
MODEL:
1452
XXX00-01
PROJECT#:
R5025.039/00002
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
JUL 0 2
DV
& E: 6/28/1-9
SCALE: 1 /4"=1' — O"
SHEET
WA2
REVIRWED FOR
CODE COMPLIANCE
ST. LUCIE COUNT
BOCC
FILE COPY
WOOD 5HEATHING
WOOD CON5TRUCTION
%' HAT CHANNEL W/ V
TYPE "X" DRYWALL
WOOD 5HEATHING
WRB LAYER #1,
5TUCCOWRAP (OR
APPROVED EQUAL)
$" THICK, 3 COAT —
CEMENT PLASTER
WRB LAYER #I,
5TUCCOWRAP
(OR APPROVED EQUAL)\
AMIGO AM6(0-WFWC-`I80
CUSTOM CA51NG BEAD
(OR APPROVED EQUAL)
DO NOT CAULK OR
SEAL GAP
WRB LAYER 01, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 02, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
$" THICK, 3 COAT CEMENT
PLASTER
AM66-WFWC-100 CUSTOM CASING
BEAD (OR APPROVED EQUAL)
WRB LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER BUILDING
-77
J. m
PAPER (OR APPROVED EQUAL)
6" 5ELF-ADHEREING FLASHING
WRAPPED 'a CORNER OF CANTILEVER
nR
MR
GAP AMICO AMl6-WFWC-ISm CUSTOM
CA51NG BEAD (OR APPROVED EQUAL)
(W/OPT. WEEPS)
CASING BEAD DETAIL C CANT.
LEGEND
DRAINAGE PLANE
(WRB LAYER #1, 5TUCCOWRAP
OR APPROVED EQUAL
WRB LAYER 1'2
(FORTIF15ER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH X X X X
STUCCO [ _ 8
a d C
WOOD 5HEATHING
SELF-ADHESIVE FLASHING
EQUAL) CASING BEAD
5/0' TYPr- 'X" DRYWALL
W/TEXTURED 4 FAINTED FIN15H
$" THICK, 3 COAT CEMENT
PLASTER
VINYL (bR APPROVED
EQUAL) CORNER BEAD
VINYL (OR APPROVED EQUAL)
CASING BEAD
2x FRAMING MEMBER
a" THICK, 3 COAT CEMENT PLASTER
NOTE: I 3' CORNER BEAD FASTENED TO
METAL LATH: LATH TO BE - SHEATHING o I' O.C. MAX.
PER FBC R103.1.1 / A5TM
C-541-091 MIN. 2.5 LBS. PER / >� I, - WRB LAYER 1, 5TUCCOWRAP
5Q. YARD (UTILITY OR X '` (OR APPROVED EQUAL)
NOMINAL LATH DOES NOT ' / WOOD 5HEATHING
MEET 5PECIFICATION5) METAL LATH
WRB LAYER *2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
� RNER BEAD C FRAME
,RN
WOOD CON5TRUCTION
WEATHER RE515TIVE
BARRIER #1
WEATHER RE515TIVE
BARRIER #2
8' THICK, 3 COAT CEMENT PLASTER
METAL LATH
WOOD 5HEATHING
HEADER/BEAM
VINYL CORP. (OR APPROVED EQUAL-)
4' P051TIVE DRAIN WEEP SCREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
5EPARATE ACCE55OR1E5 ONLY)
DRIP EDGE INSTALLATION
11A �: N.TsN.Ts.
CORNER BEAD
(FASTENER 4 5PACING Q 7" O.C.)
CMU
%' THICK, 3 COAT CEMENT PLASTER
APPLIED DIRECTLY TO CONCRETE
MA50NRY UNIT
SCORNER BEAD C BLOCK
1(rD SCALE: N.Th.
A R C H IT E C T S
Design
Grou L L C
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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sUBDIV. 8c LOT:
0AKLAND
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(LOT 39)
MODEL:
1452
xxxoo—Ol
PROJECT#:
R5025.039/00002
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
i1 i, I, .,
ATE: 6 /2 8 /19
GALE: 1/4"=1'—O"
SHEET
W A
REVIEWED FOR
I n CODE COMPLIANCE
Y ST. LUCIE COUNTY FILE COPY
BOCC
WOOD SHEATHING WOOD SHEATHING
WRB LAYER 11, 5TUCCOWRAP WRB LAYER #I, STUCCOWRAP
(OR APPROVED EQUAL) (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT
WRB LAYER 02, FORTIF15ER WRB LAYER #l, 5TUCCOWRAP WRB LAYER #2, FORTIF15ER WOOD SHEATHING Y, GAP TYP PLA5TER
CASING BEAD
BUILDING PAPER TO TRIM METAL LATH
BUILDING PAPER (OR (OR APPROVED EQUAL) IX TRIM MEMBER STUCCO
APPROVED EQUAL) WOOD SHEATHING (OR APPROVED EQUAL) WRB LAYER #1, STUCCOWRAP TO SIDING TRANSITION WRB LAYER #2, FORTIFIBER
METAL LATH` WRB LAYER 12, FORTIFIBER METAL LATH (OR APPROVED EQUAL) SIDING BUILDING PAPER
WRB LAYER #2 FORTIF15ER
$" THICK, 3 COAT {! BUILDING PAPER (OR THICK, 3 COAT CEMENT (OR APPROVED EQUAL)
V EQUAL) PLASTER ! BUILDING PAPER
CEMENT PLASTER APPROVED E WOOD SHEATHING
6"S F-ADHERING METAL LATH VINYL (OR APPROVED EQUAL) x (OR APPROVED EQUAL) -
EL ,
FLASHING �" THICK, 3 COAT ANGLED CA51NG BEAD METAL LATH ;
(EXPLODED $ (EXPLODED �° THICK,
DRIP GAP VIEW FOR CEMENT PLASTER°SELF-ADHERING FLASHING vIEW FOR $ 3 GOAT
CLARITY) DRIP CAP cLARiTY) CEMENT PLASTER
WINDOW FLANGE WINDOW FLANGE \�
WRB LAYER #1, 5TUCCOWRAP
WRB LAYER 1, 5TUCCOWRAP WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL)
(OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD (OR APPROVED EQUAL) CASING BEAD
WRB LAYER #2, FORTIF15ER BUILDING :X
PAPER (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING /v" SELF ADHERING
METAL LATH PAPER (OR APPROVED EQUAL) FLASHING OR PEEL 4 STICK
$" THICK, 3 GOAT METAL LATH SIDING TO STUCCO
CEMENT PLASTER X.l $" THICK, 3 COAT` 14 WALE CASING BEAD
��
6" SELF -ADHERING CEMENT PLASTER \ -
FLASHING - (o"SELF-ADHERING
DRIP CAP FLASHING WOOD SHEATHING
WINDOW FLANGE DRIP CAP
CASING BEAD C WINDOW CASING BEAD C WINDOW WINDOW FLANGE METAL LATH
FRAME, NO BAND FRAME, W BAND WRB LAYER 01, 5TUCCOWRAP -�
13A *CALE:N.TS. 13B SCALE:N?S. (OR APPROVED EQUAL) WOOD SHEATHING
LEGEND WRB LAYER 02, FORTIF15ER BUILDING 41a
WRB LAYER #I, 5TUCCOWRAP
PAPER (OR APPROVED EQUAL) I'l
(OR APPROVED EQUAL)
DRAINAGE PLANE '�WRB LAYER 12, FORTIF15ER
(WRB LAYER #1, STUCCOWRAP $" THICK, 3 COAT BUILDING PAPER
OR APPROVED EQUAL) CEMENT PLASTER (OR APPROVED EQUAL)
WRB LAYER #2 VINYL (OR APPROVED EQUAL) METAL LATH
(FORTIF15ER BUILDING PAPER ANGLED CASING BEAD ,> 8" THICK, 3 COAT CEMENT
OR APPROVED EQUAL) (EXPLODED PLASTER
METAL LATH X X X X VINYL (OR APPROVED EQUAL) vl3=w FOR
CLARITY)
STUCCO CA51NG BEAD
WOOD SHEATHING!!
SELF-ADHESIVE FLASHING CASING BEAD C RAISED
AND FRAME
1 J SCALE: NTS.
NOTE:
METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM
C-841-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR
NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
THICK, 3 COAT
CEMENT PLASTER 8" THICK, 3 GOAT CEMENT
TYP PLASTER
SWIN
EALANT CASING BEAD
BEAD METAL LATH SEALANT METAL LAIN
TO DOUJ
WRB LAYER 12, FORTIF15ER BUILDING
WINDOW FRAME PAPER (OR APPROVED EQUAL) '
WOOD SHEATHING WRB LAYER 112, FORTIF15ER
WINDOW FRAME
BUILDING PAPER
(OR APPROVED EQUAL)
WRB LAYER #1, 5TUCCOWRAP '� — E-Z BEAD VINYL (OR
i (OR APPROVED EQUAL) X APPROVED EQUAL) CA51NG
6" WIDE PEEL 4 STICK \ (W/%s" FLEXIBLE PVC BACKER
OVER FLANGE \, ROD INCLUDED)
WINDOW FLANGE E-Z BEAD VINYL WRB LAYER #1 5TUCCOWRAP
2X FRAMING MEMBER i 2X FRAMING—,
RAMING � \ (OR APPROVED EQUAL)
(OR APPROVED EQUAL) CASING MEMBER i� WRAPPED AROUND FRAMING
BUILDING WRAP (W/Ya' FLEXIBLE PVC BACKER ROD
INCLUDED) MEMBER /
#APPLY FULL BED OF 6" SELF ADHERING FLASHING
SEALANT BETWEEN WOOD SHEATHING
FLANGE 4 BUILDING WRAP DETAIL EXPLODED FOR
CLARITY
EZ BEAD WINDOW CASING
1 "7 SCALE:1
A R C H I T E C T S
GDesign
rou LLC
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www. a bd eslgngro up.com
AA #: 0003325
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SUHDIV. & LOT
OAKLAND
LAKE
(LOT 39)
MODEL:
1452
X}x00- 01
PROJECT#:
R5025.039/0000'
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHRECI-
STATE OF FLORIDA
i
D,EC E: 6 /,2 8 /19
ALE: 1 /4"=1' - 0"
V V AA.--
CODE COMPLIANCE K I VISION
ST. LUCIE COUNTY FILE COPY
BOCC
CUT HOU5EWRAP AT
450 ANGLE
MODIFIED "I" CUT IN
HOUSEWRAP
LINE OF WINDOW OPENING
APPROVED HOU5EWRAP
OVER SHEATHING OVER WE)
5TUD WALL
■ -
STEP 1
WINDOW FLASHING
INSTALLATION DETAILS
FULL WRAP
l o SALE: u?s. (FRAME)
APPLY 051 F12U (OR
EQUAL) SEALANT
WINDOW/CMU JOINT.
FLUID APPLIED—
FLASWINCs (PROTECTO
WRAP LLLM200 OR
AAMA 714 EQUIVALENT).
SLOPE SILL
TO EXTERIOR
TI=MPORARILY^' ^ "M
SECURE HOU°
" . P UNDE
FOLD
IN AT J,
5LOPE
INSTALL 6" 5ELF-ADHERING
FLA5HING OVER NAILING
FLANGE AT JAM55
EXTEND FLASHING MIN I"
BELOW 51LL FLEXIBLE
FLASHING
DO NOT SEAL BOTTOM FIN
STEP 2
a1hr 0
NOTE:
I. IT 15 THE CONTACTORS RE5PON515ILTY
TO VERIFY THE COMPATIBILITY OF ALL
PRODUCTS INCLUDING HOU5EWRAP,
SEALANTS 8 5ELF-ADHERING FLASHING
MATERIAL5 U5ED DURING
CONSTRUCTION.
2. INSTALL ALL MATERIAL5 PER
MANUFACTURER5 WRITTEN
5PECIFICATION5 4 WARRANTY
REQUIREMENTS.
WARNING: 5EALANT5 AND SELF ADHERED
FLA5HING MAY REACT ADVER5ELY IF NOT
COMPATIBLE.
NOTE:
SEAL INTERIOR PERIMETER OF WINDOW
WITH 5EALANT
ALIGN FLEXIBLE
5ELF-ADHERING
�5HING W/ INT, EDGE
OF SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGE5. (CAP NAIL51
5TAPLE5)
IN5TALL SELF -ADHERING
FLEXIBLE FLA5HING A5 THE
FLA5HING AT THE SILL
- 6" SELF -ADHERING
F OVER VINYL HEAD
IG (WITH END DAMS)
NAILING FLANGE
EXTEND
5ELF-ADHERING
FLASHING I" MIN
BEYOND JAMB
FLASHING
IN5TALL VINYL
DRIP CAP
APPLY %` NOM. CONTINUOUS
BEAD OF 5EALANT AT JAM55
AND HEAD or APPLY TO BACK
OF WINDOW NAILING FLANGE IN
LINE W/ PRE -PUNCHED HOLE5
OR 5LOT5.
SUPER 5TRETCH
BUTYL FLASHING
STEP 3 L— a" VERT. END
DAMS REQ'D. AT
EACH END OF SILL
JlLr r
MIN. TEXTURED
EMENTITIOU5 COATING
VER BLOCK
STUCCO OVER BLOCK
(MIN. THICKNESS 8")
ORLANDO/TAMPA
S. FLORIDA
J5EWRAP DOWN d
DIAGONAL CUT 4
HEAD OF WINDOW
MIN. TEXTURED
:EMENTITIOU5 COATING
)VER BLOCK
STUCCO OVER BLOCK
(MIN. THICKNESS 8")
SIDING LOOK
S. FLORIDA
19
STEP 4
0irir u
INSTALL A SILL DAM OVER THE
BUILDING WRAP AT THE BACK OR
THE SILL AND THEN INSTALL THE
SELF -ADHERING STRETCHABLE
FLASHING 8 APPLY SEALANT AT
END5 OF 51LL DAM
INSTALL WINDOW PLL
LEVEL AND SQUARE f
MANUFACTURERS WRIT
IN5TRUCTI
APPLY MEMBRANE
FLASHING OVER JOINT
(o" WIDE ADHESIVE
LEXIBLE FLA5HING
:R DRIP CAP JOINT
;TO -WRAP 5T-20XL
%PPROVED EQUAL)
"I MIN. TEXTURED
�EMENTITIOU5 COATING
CVERFRAME
STUCCO OVER FRAME
(MIN. THICKNESS 8")
ORLANDO/TAMPA
S. FLORIDA
M STUCCO THICKNESS
STEP 5
�✓1�1 J
MIN. TEXTURED
EMENTITIOU5 COATING
'VER FRAME
STUCCO OVER FRAME
(MIN. THICKNESS 8")
SIDING LOOK
S. FLORIDA
A R C H I T E C T S
rnurr,1%
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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MODEL:
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PROJECT#:
R5025.039/00002
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHrrECT-
STATE OF FLORIDA
z/ 9r
ATE: 6/28/19
SCALE: 1 /4"=1' — 0"
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