HomeMy WebLinkAboutBUILDING SITE PLANINDEX 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 & LOTT'S
XXXO 0 — 01 4 FLOOR PLAN
5 ELEVATIONS
6 ROOF FRAMING PLAN
7 ELECTRICAL PLAN
FOR: 8 PRODUCT APPROVAL
DI FOUNDATION DETAILS
D2—D4 ARCHITECTURAL DETAILS
WA1—W5 WALL ASSEMBLY DETAILS
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CLIMATICAND GEOGRAPHIC DESIGN CRITERIA
GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM 'WIND ICE BARRIER AIR MEAN
SNOW Speed' Topographic DESIGN Frost line DESIGN UNDERLAYMENT FLOOD n FREEZING ANNUAL - -
LOAD (mph) effects' CATEGORY' Weathering depth' Termite` TEMP` REQUIRED' HAZARDS INDEX TEMP'
N/A 160-C N/A Negligible N/A Heald 45 N/A N/A N/A N/A
DESIGN CRITERIA: SQ.FT. CALC.3S CONTROL DATE
01-01-18
• FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS
6TH EDITION(2017)
*ALL LOCAL AND STATE CODES DATE DESCRIPTION
*OCCUPANCY — RESIDENTIAL, GROUP R3
1ST FLR LIVING 1,452 SQ. FT.
•CONSTRUCTION TYPE — VB TOTAL LIVING 1,452 SQ. FT.
• MIN. INTERIOR FINISH — CLASS C
• BASIC WIND SPEED — VULT = 160 MPH GARAGE 3c33 SQ. FT.
— VASD = 124 MPH ENTRY 1S SQ. FT,
RISK CATEGORY II PATIO IS $a. FT.
•EXPOSURE CATEGORY — EXPOSURE C
• 1—STORY RESIDENCE — TOTAL 1,eiK SQ. FT.
• 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES
GUBIO VOLUME LIVING 12032 SQ. FT.
• STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
RYAN HOMES
1450 CENTREPARK BLVD. AREA CALCULATION
SUITE 340
WEST PALM BEACH, FL 33401 WIDTH DEPTH
• STATE OF FLORIDA (ELEVATION B) 40'-0" 47' -4"
PROFESSIONAL ARCHITECT:
JAMES CANTWELL
AR NO. 12079
A.B. DESIGN GROUP, INC.
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 AND IN NEED OF FURTHER
DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE
IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR
CLARIFICATION.
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN
GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN
GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET.
FILE COPY
A R C H I T E C T S
Design
Grou Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078 4 U S
FAX:407-7744078 0 1
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PROJECT#:
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PAGE:
COVER
SHEET
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
12/10/18
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sGANNED
BY
St, Lucie County
GENERAL NOTES
3.
4.
5.
6.
7.
8.
9,
10.
16.
17.
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.
THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS;
A. FLOOR LIVE LOADS /PSF)
A.1. SLEEPING ROOMS 30
Al ATTICS W/STORAGE 20
Al ATTICS W/OUT STORAGE 10
A.4. POOLROOMS 75
A.5. BALCONIES 40
A.6. DECKS 40
Al STAIRS 40
A.8. ALL OTHER ROOMS 40
B. FLOOR DEAD LOADS (PSF)
B.1. ALL AREAS 10
C. ROOF LIVE LOADS
C.1. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017).
D. ROOF DEAD LOAD /PSF)
D,1. FIBERGLASS SHINGLES 17
D.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.B. ENCLOSED BUILDINGS m0.18
F. GUARDRAILS AND HANDRAILS LIVE LOAD PSF
F.1, GUARDRAILS 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,
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIWNSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE AR ITECT IF ANY DISCREPANCIES
AREFOUND
THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING ANDl WRITTEN INSTRUCTIONS SHALL
BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT
DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, ALSO SEE'DRAWING/CONTRACT DOCUMENT REVIEW
BY BUILDER" NOTE ON COVER SHEET (CS).
THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN
ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
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 ARM COMPLETELY INSTALLED.
DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FORALL SIMILAR CONDITIONS.
THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED.
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 R3012.1.2 OF THE FLORIDA BUILDING
CODE RESIDENTIAL, 6TH EDITION (2017).
ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED.
OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.P: AND MORE THAN 72"' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE
THAT COMPLIES WITH SECTIONS R312.2.1 AND R3122.2 OF THE FLORIDA BUILDING CODE RE§IPENTIAL 6TH ED. (2017).
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).
WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.92 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
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 E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LIMTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN fV02.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
GARAGES AND CARPORTS
2.
3.
4.
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
AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS
BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1
3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1
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,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO
OPENINGS INTO THE GARAGE,
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 5 /8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YANCH GYPSUM BOARD OR
EQUIVALENT.
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3.
4.
5.
6.
7.
8.
9.
10.
11,
12.
13.
REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
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.
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 1'-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 AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY
PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION,
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.
ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT,
NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING,
ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO95%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.
COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED,
DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE.
THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
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.
SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS,
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE, ACI318-11.
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 R4022
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 SECTION R311.3.1 IN FBCR, 6TH EDITION (2017).
AA A CAAIOV
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ ACI 530/ASCE 5.
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 PSI.
3, OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY,
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN ''/4INCH AND NOT MORI
THAN %INCH, REFER TO FBCR, STH 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 R600,2,11 OF THE FBCR, 6TH EDITION (2017)
7. FILL CMU CELLS SOLID WITH
G E ROUT AT 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, ACI301; 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 112 INCH TO 2.25INCHES (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 k9lm') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL
COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R5062.4.2 (1) OF THE FBCR, 6TH EDITION (2017)
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, SEAM 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 9Ei''-' -
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH
B, CONCRETE EXPOSED TO EARTH OR WEATHER:
B.I. #5, W31 OR D31 AND SMALLER 9"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND:
CA. #11 AND SMALLER
D. BEAMS & COLUMNS:
DA PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS
7. 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 BE 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 FED 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.
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
B.I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
CA. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007)
E. APA-THE ENGINEERED WOOD ASSOCIATION:
El. 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=1,100PSI Fv=175PSI 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 ?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).
& 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" OSB EXPOSURE-1 OR 5/8" COX 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 GRADEY.' 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" GDX PLYWOOD OR 15132' APA-RATED O.S.B. OR 112 " 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, AB 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 AB 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. AB 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.
% 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 B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN
STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. 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 EDITION (2017) 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 @ R-8"
WIN DSPEED/ EXPOSURE
160MPH/B
16OMPH/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,
DI 1IAADIAIr
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 107 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 10" VERTICALLK.(_'ER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017)
* CONDENSATION LINES SHALL BE MINIMUM'/" PVC (SCHEDULE 40), INSULATED WITH'/z AMAFI�E)(,.
3. CONDENSATION LINES SHALL BE MINIMUM '/#" PVC (SCHEDULE 40), INSULATED WITH W 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 FBCR,
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 X" 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-1063.1IA & R7037.1 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 -11A AND R703 OF THE FBCR, 6TH EDITION (2017)
4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 71N. (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 7 IN. (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 DESIGN GROUP'S SERVICES FOR THIS PROJECT,
2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S
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 IT E C T S
Design
Gr()u Inc.
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774.6078
FAX:407-774.4078
www.abdesigngroup.com
AA #: 0003325
Lqmmmol
Imam
STJHDIV. & LOT:
OAKLAND
LAKE
(LOT #69)
MODEL:
1452
MOO-01
PROJECT#:
R5025.069/00001
PAGE:
GENERAL
NOTES
160 MPH EXP. C
ARC/- FECT:
STATE OF FLORIDA
DEGotlB
DATE: 12 /10 /18
6CALE: 1/4"-l'-O"
SHEET
G Nor
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-5078
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
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MODEL:
1452
XKX00- 01
PROJECT#:
R5025.069/00001
PAGE:
FOUNDATION
PLAN
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
DEC 1 0
7�AT 12 /10 /18
CALF: 1/4"=1'-0"
SHEET
OF
37-2'
28'-6"
24'-,5
15' -10"
5'-/ II
■ ■ ■
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10'-0"
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PLAN
SCALE: 1/4 = 1'-0'
ELEVATION 'B'
A R C H I T !_C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. 8e LOT:
OAKLAND
LAKE
(LOT #69)
MO DEL:
1452
XXx00-Ol
PROJECT#:
R5025.069/00001
PAGE:
DOWEL PLAN
160 MPH EXP. C
ARCHrrECT
STATE OF FLORIDA
I a M,
1
DATE: 12 /1 O /16
i
SCALE: 1/4"=1'-O" 1
SHEET
2 OF U
WALL LEGEND
8'-8" 5LK 5RG.
SHEAR WALL SEGMENT
WOOD FRAME SEARING
WALL INTERIOR: 2x4 WALL 0
16, O.C., UNO.
EXTERIOR: WOOD FRAME
WALL PER COMMUNITY
SPECIFICATIONS. REFER TO
TABLE N/63 FOR MINIMUM
REQUIREMENTS
INTERIOR NON -BEARING
FURRING AT MASONRY'
WOOD FRAME WALL: 2x4 B
® 24' O.C. OVER FOIL
24' O.C. MAXIMUM, UNO
L0TT' S
CONCRETE
P.D. Box 771255
WINTER GARDEN, FL 34777
PH, (407) 656 2112
L INTEL
NO.
LENGTH
TYFE
COMMENTS
8/26-5-(IAU(UL
F�i¢STRESSED
L-2
4'-V
8/22-5-(UU/(0A.
RECESSED
L-3
5'-10,
8/I6-S-(UU/(01L
L-4
4'-6'
8/24-5-011K0L
L-5
4'-6'
8/24-5-(I)J/(0)L
L-6
6'-6'
8/24-5-(1)U/(IA.
L-1
4'-6'
8/24-5-(UU/(Ot
L-5
4'-6'
8/24-5-(UU/(0A.
8/24-5-(UU/(0A.
8/24-5-MUKOA.
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LINTEL
NO,
LENGTH
TYPE
COMMENTS
L-I
Il'-4'
8F28-15AT
PRESTRESSED
L-2
4'-6"
8Rf22-054T
RECESSED
L-3
5'-10,
8F16-054T
L-4
4'-6'
8F24-05AT
L-5
4'-6'
8F24-05/IT
L-6
6'-6'
8F24-15AT
L-1
4'-6'
M4-05AT
L-5
4'-6'
8F24-054T
L-'B
4'-6'
8F24-05/IT
L-10
4'-6'
SF24-05/IT
25-SH L-9
EGRESS
flt
L-8
25-SH
OWNER'S SUITE
8'-8' CLG.
W.I.C.
V-V C.LG
L-"I
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GREAT ROOM
8'-8' CLG.
BATH 1
8, 8, cLc
FOYER �-
8'-8' CLG. 1 r---
I �
2—CAR GARAGE — --
8'-8' CLG. •
L-2
ENTRY
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L-I
16'-0' X 7'-0' OHGD
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SCALE: 1/4 - P-0' ELEVATION '5'
PATIO
5068 SGD
DINING
8'-8' CLG.
I �1.
I lU
KITCHEN
8'-8' CLG.
===_==
BEDROOM 3
8'-8' cLG.
BEDROOM 2
V-8' CLG.
25-SH O
EGRESS L-4
A R C H I T E C T S
6
Design
Group;�<.
LUNUWUOU, FL 3275U
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325 '
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SUBDIV. & LOT:
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LAKE
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MODEL:
1452
XXX00—01
PROJECT.#:
R5025.069/00001
PAGE:
LINTEL PLAN
160 MPH EXP. C
ARCHITECT:
STATE OF Ft ORIDA
DEC 1 0 2018
D LTE: 12/10/18
ALE: 1/4 "=11— 0"
'SHEET
3 or 3
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FOR GRAVITY, UPLIFT & LATERAL LOADS
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"'
(TYPE-0F LINTEL)
&56
RCMu
915
Ib&L
444E 54E
TO 4`-4' fF'FEOAOD
' Sa5
-
Imes B.
3o3w' a�
3 36 _I
4445 5149
l5e
'51
1164
Bb
Ida eLl
l
n
4'-5' TO 4 F&' (PRECAST)
0E
Fi l5
-
a tTR:
m 11=
2 39 60T
23 9=,
4.l
3c
4843
I boll
'094
So
1 1013
<ee
4'-7' TO 5'-8' (PRECAST)
-.
40l
66B
6l5
1163 I"
1 ¢ 1-4.
32 285�
R l3n
-tb6
,v,
boll
r 5199
E65
5'-9' TO 5'-10' fF#CASD
655
A,
13 r4y
--
2 9 .139
1E6
- - -
4199
39]
381
616
SI9
-tl
I,
TSB
P42S
eel.
3i<9
5'-II' TO 6'-B' (F'RECA6V
- 3339 'li Fill
lHE
464
5 D 10E0
5=_d � 19E0
- Elio
2a19
596 1
111 5
6
�61-
6
1NE
6'-9'TO 1'-b'(FRECA6TJ
-5a6 P90
335 3
1214 IT65
oL !
S..R
Ell
6
O '
¶9yB 509
2'80
6l4
363
T-I' TO 9'- B' (PRECAST)
., 39S mil
-
PT 1a86
191
2016
233 ' 91a
490
214
AST-44RET'd LINTEL SCHEDULE
M)4TERIALS
I. Fla 8- precast lintel = 4000 psi
2. ra prestressed lintel = 6000 psi
3. Grout per ASTM C416 f'e = 3000 psi w/
maximum 3/8 inch aggregate 4 6 to JI inch
slump
4. Concrete Masonry Units (CMU) per A51M
Cam w/minimum net area Compressive
strength • MOO psi
5. Rebar per ASTM A615 grade BID
6. F're0tr3eaing strand per A5Thl. A416 grade
210 low relaxation
1. Mortar per ASTM C210 type M or S
GENERAL NOTES
I. Provide full mortar bad and head Joints.
2 Shore Filled IFntels as. required.
3. installation of lintel must comply with the li
architectural and/or structural documents.
4. U-Lintels are manufactured with 5 1/2' long i.
notches at the ends to accommodate vertical
cell reinforcing and grouting. P'
5. Reference the CAST-CRETE Load Deflection P
Graph brochure for Ilntel deflection Information.
6. Bottom field added radar tolbe located a the
bottom Of the lintel cavity.
1. 1/32' diameter wire stirrups are welded to the
bottom steel for mechanical anchorage. I
S. Cast -In -place concrete may be provided In
composite lintel Sn lieu of concrete masonry units-
S_ Sale load rating based on rational design
analyst par ACI 315 and ACI 530
10. The exterior surface of lintels installed in
exterior concrete Ina80(Yy walls shall have a
coating of stucco applied in accordance
with ASTM C-2S& or other approved coating.
II. Lintat loaded slmultaneously with vertical
(gravity or uplift) and horizontal (lateral)
loads should be checked for the combined
loading with the following equation:
,4eolled vertical load AAII horizontal load S IID I
Safe vertical load F Safe horizontal load IfI
12. Additional lateral load capacity can be V
obtained by the designer by providing
additional reinforced concrete masonry above G
the lintel. See detail at right:
'm•1500ps1
SEE SAFE LATERAL LOAD
TABLES FOR LOAD RATING
FOR EACH ADDITIONAL
REINFORCED CMU FULL
COURSE
/2` CII TYF`
•e' (2) -S REBAR
GR40 Or GR60
SAFE
OAD TABLE NOTES
L All values based on minimum 4 inch
1. For composite lintel heights not shown, use safe
nominal bearing. Exception: Safe loads for unfilled
load from next lower height shown.
lintels must be reduced by 20% if bearing length Is
e. For lintels lengths not shown, use safe load from
less than 6 1/2 inches.
next longest length shown
2. NB. - Not Rated
0. All safeerim loads in units of pounds per linear foot
ad 3. Safe los are superimposed allowable loads. p p
10. All safe loads based on simply supported
4. Safe loads based on grade 40 or grade 60 field
span.
rebar.
II. The number in the the parenthesis Indicates the
5. One •1 rebar may be substituted For two e5 Pecans
percent reduction For grade 40 field added
In V lintels only
rebar. Example T-W lintel type 8F32-15 safe
6. The designer may evaluate concentrated loads
gravity load = 6412(m w/ 15 % reductior 6412
from the safe load tables by Calculating the
(,55) = 5501 PIP
maximum resiating moment and .shear at d-away from
face of support.
F IF FILLED WITH GROUT / U = UNFILLED
CDIANTITY OF 5 REBAR AT
BOJTTOM OF LINTEL CAVITY
QQ�I jj // j
5/17 L
LauANrlrl of 5
REBAR AIT TOP
NOMINAL HEIGHT
NOMINAL WIDTH
05 REBAR AT TOP
MIN- (U REO'D
I-1/2' CLEAR
J ~
3 F
FIT
J
0z
LD
L:
.r
GROUT
m
Z
;p
<.
5 REBAR AT BOTTOM
-
• •
OF LINTEL CAVITY
BOTTOM REINFORCING
1-5/8'ACTUAL
PROVIDED IN LINTEL
VARIES)
S'
NOMINAL WIDTH
TABLE No. 11
SAFE WORKING LATERAL LOADS (FILE)
8" x B" LINTELS
LIMEL
SAFE LATERAL LOADS
KF)
T,ut
Leylh
TRe
B`i:B'
PLAN
81x0'
SOLID
1'-10'
Probil
IBIS
3564
A-6'
Reae
III
2BI8
4'-1.
R.11,
1144
614
4'.6-
Reuel
636
1166
4-8'
Roust
866
1163
W 4'
Remo
666
135E
5'-10'
IPI
543
KIND,
6'-4-
Reaex
04
I%4
14.
React
5R
285
Recast
BID
1211
React
446
030
TNV
PNOM
ADS
S94
8'-0'
Recast
36l
BH
EH-
Rasa!
354
145
9'-1.
Recast
211
553
10'-6'
P,.t
152
43
II'-4'
FI
196
620
11'-0'
Recast
164
949
tl'-6'
Recast
143
SEA
1V-4'
Resat
116
4D4
14'-W
Reuet
'99
351
w.V
Reanesaoa
NA.
341
15'-A`
Ratrsswa
NA,
302
T-4-
PsIvsRas
NA.
213
1'-4'
F slr.ee
NA.
116
Rats.!
NA.
153
Restreesed
NA.
131
12 4'
Rutrmsm
NA
ISO
14A:0'
P.Oss a l
NA
93
NR' Not Recomme sl
LNTEL
64E L4TERAL LOAD6
(PLF)
Total L&Vm
Type
8' DOER.
HEADER
PLAIN
B' DOOR
HEADER
601
I'-8'
Reuet
1112
2011
4'-0'
Retest
we
1611
Recoet
B61
1621
A -A'
Reuss
705
Dal
4'-8'
Reuel
6"
1165
6be
111t
Repeat
Sao
164
React
411
1a,
e'-B'
PleaN
956
664
Fire
2Nr.
535
LOTT' S Cel'
CONCRETE
P,OI BOX 771255
WINTER GARDEN, FL 34777
PLI (An7) Azflilfl
4Y. 4Y.
40 + ]OKO to +
w
V4
8/8-S-(1) 45/(0) #5 8/6-S-0) #5AO) 45
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
GENERAL NOTES:
I. CODES
LL FLORIDA BUILDING CODE RESIDENTIAL, 67H EDITION (2011), SECTIONS R4022 4 R606
1.2. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 19012 4 NOT
1.3. BUILDING CODE R.Et3UIREMENTS FOR REIFFORGED CONCRETE (AC[ 31S•08).
1A AMERICAN 50C'. ETY OF CIVIL ENGINEERS MINIMUM DESk3N LOADS FOR. BUILDINGS AND OTHER STRUCTURES (ASCE 1-10).
2. (a'@NCRETE:
21 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
2,111, PRE -CAST 1115TANDARD REINFORCEMENT-4000 P51
2.1,2. PRE -CAST WIPrESTRESS REINFORCEMENT-6000 PSI
2.I,I2: GROUT PER ASTM 0416 - 3000 PSI W/ MAX. 3/8' AGGREGATE, e' TO II' SLUMP.
2.2. REINFORCING BARS:
22d STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60)
22,2, STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A6IS (GRADE 40).
2.3. PRE -STRESSED STRANDS ASTM A416 1-WIRE, STRESS RELIEVED 270 KSI
2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
TABLE No 1
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" x 8" LINTELS
LINTEL
LENGTH
CLEAR
SPAN
LINTEL TYPE
LNTEL STEEL
WILLED
GRAVnT
CAPACITY
(lA_ f095U
GRAVITY
CAPACITY
OPEL (IMU
UPLIFT
CAPACITY
15L (IRV
UPLIFT
CAPACITYI
005L nf5U
BOTCH BAR
POP BAR
GRAVITY
CAPACITY
17-0'
I'-6'
FREOA&T
(2)n
M1
445
Islas
120E
BESS
Iowa
3' -V
2'-2'
MCA87
(2)n
(2)n
2475
Dial
BEST
45115
485
A-V
2'-8'
FRECA9i
(2)4
12)1
TIES
2111
2111
3306
3306
4'-6'
V-2'
PEC45T
(2)N
(2)12
U43
2165
116E
2608
2608
4'-6'
V-O
FRECAST
(2)n
(Dn
M
2011
2011
2421
2421
V-4'
4'0
PRECAST
(2)3
M1
me
1651
1651
1810
IOV
5 -w
4.6'
PRECAST
0? 5
? V 1
%0
1423
1423
1470
1603
6.4
5.0'
PRECAST
(2)-4
M1
140
12E3
1263
lilt
1405
11.11
PRECAST
(2)-4
n)n
110
123E
1232
1148
134E
6-B
5 4'
PRECAST
1 (2)-4
(2)n
BID
II84
1104
I"1
1 11W
1 6-
b 2-
PRECAST
(2)-4
(V
510
991
be
ei3
1082
1-0'
6 4'
PRECAST
(2)4
CIM
551
959
%5
IN
1"I
8.0
6-8'
PRECAST
0-4
(11.1
51B
901
502
ll2
em
&4
TFV
FRECAAT
(2)4
(21n
ADS
a51
651
60
921
9 4
B-0'
PRECAST
(1)4
e2)'2
416
I26
76
ADD
190
I
SFr
PRECAST
(2) V
M n
354
615
618
300
613
II 4'
Owe''
RECAST
MS
0)5
36
561
111
311
bill
12.0'
10-e
PRECAST
n15
(2)5
292
525
K$
M
1
12.6
11.E
FIECAST
ills
0)5
211
4W
45
251
511
B4
7-0'_PRECAST
n15
0)5
25s
45B
46
214
44
14-0
Sri
PRECAST
(2)5
n)5
235
430
430
e;
395
14.8
13.4'
PRESTRESSED
(CIA
(2)n
NR
410
415
230
446
I5-4'
PRE6ITE66ED
(2)'4
(2)n
NRA�11
SIB
210
Ain
Il-4-
PRE64E D
(2Y4
(2) Ill!
NR
280
C3
311
61RE56ED0
FS
(2M
NR
224
131
254
122'-V
PRESTRESSED
(2)FD
(2)3
NR201
112
231
21.4'
FIRSTRE65ED
MS
(I)5
NR
III
1SI
208
(2)FD
(2)5
NR
104
100
95
24-0'
PREOTIESRO
n)5
(D3
IN
191
84
63
NR- NIT R ECOMENI
TABLE NO. 3
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
5" X 20" COMPOSITE LINTELS
LINTEL
LENGTH
CLEAR
WAN
LNTELTYPE
ENTIRE STEEL
GRAVITY
CAPACITY
Tani -(III
GRAAIrY
CAPACITY
fli eURi
UPLIFT
CAPACITY
NAIL (M
UPLIFT
CAPACITY
(Ia5L RAU
Sol
BAR
TOP
BAR
9 4
1'-2'
PRECAST
(1)n
52)n
1646
adds
done
4 0'
VFW
PRECAST
n)n
ev)
5503
100d)
1000e
4-6
3.1'
FRECA9i
(1)n
(vn
414
008w
041
dv00
4 -8'
9.4'
PRECAST
U)
f1>12
3198
1B8B
FRECABT
1)3
nin
6235
WVD0
5138
6-10
4.6
CAST
Ms
e2)n
5W6
87M
4661
6.4
5 0'
PRECAST
(1 4
mil
615E
615E
B&al
6 6
5 2
PRECAST
(1)'
(7)3
Sobs
62M
3645
1.8
5-4'
PRECAST
S)•4
f2)n
5BC
Nib
34w
1 6'
V-2-
PRECAST
M-4
n
4312
43IR
163b
1 B'6.4'PRECAST
2)14
()
4@9B
Subs
2SC5
Inol
b.11
CASs
(S)'4
(2)n
3130
3130
121E
i-0'
CAB?
M4
!
340
3420
2016
9'-4-
0'-0'
CASs
0)4
113d
1134
1610
10'-6'
9'3'
CAST
n)'4
aA
2211
2211
1233
11E
10$'
PRECAST
!3 5
U5
1954
554
1031
12'-0'
1011
PRECAST
2)5
n)3
ills
lilt
as,
IT-6'
IPIV
CAST
(2)5
f1)3
IB61
1667
B28
12''r-
FREcual
(DID
av
15e1
Bar
1S
1414
w-0'
12 Fill'
PRECAST
D)j
IS)
a%
1399
636
D13
14P=V
1
iTE65E0
2)4
(2)9
a93
IRS
681
1131
15.4'
14'-W
PRESTRESSED
(2)4
(2)n
n24
I714
536
1059
❑-4
IS-W
PFB& 99ED
M14
(2>n
19be
BAD
4
624
B.4'
18 C.
PREBITE£SED
f1)5
(2)5
05
a5
4
659
30 0
IB 8'
F $ B6ED
(1)5
1
919.
919
39
615
]I d
20-0'
RRE61fE
(119
2
852
213
540
21 0'
20-8'
BiRE
(A5
(1)3
191
191
51
501
14-0'
22'-B'
t1)5
650
Il
15
425
II An�P2
REINFORCING SCHEDULE & LOAD CAPACITIES.
SAFE WORKING LOADS (PLF)
8" X 16 CDMPOSITI' LNTELS
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL
GRAVITY
GRAVITY
URPi
UPLIFT
LENGTH
SPAN
CAPACITY
CAPACITY
CAPACITY
CAPACITY
BCTicTr BAR
TOP B4R
(DISC (IP,U
lIN5L nP5u
lIN5L (I)F.1
(115L f2)5u
TABLE No. 4
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 24' COMPOSITE LINTELS
LINTEL
LENGTH
CLEAR
SPAN
LMTEL TYFE
LINTEL STEEL
GRAVITY
CAPACITY
(OPJL (15U
GRAVITT
CAPACITY
TIME 0D 6
UFLIP
CAPACITY
fIY5L (IYSU
UPLIFT
CAPACITY
(MU (2)54
BOTTOM BAR
TOP BAR
2-0'
-b
FRELA61
(
100a0
10000
10000
w00e
9361
DeW
10000
?ease,
41=01
2'-V
Plil
n)n
P n
6t35
10000
base
wale
CA57
(11n
Cd
5014
=00
000E
Will
FRECAST
0)n
-
4653
wove
obis
m9N0
5.4'
41=01
PRECAST
MS
h
16%
mm
1051
wove
5.0
4.6'
FfECA&t
(2)3
n
VV
6231
tom
5136
woo
6d
11.1.PECA9T
0)-4F
Sol
10000
4154
too
b-b
5 2'
PRE
(1)4
n
BEES
w000
4401
M13
6 B'
5.4
IECAOT
PRECAST
lD'4
P
8114
1481
431
M20
I e
1.1'
PREL457
1 0)-4
7
6235
6416
3242
6411
l-8
614'
PRECAST
1 (2)-4
1 n
593B
Sall
308>
6163
B 0
6'-0'
RECAST
(2) V
-
5361
5361
}803
55W
84
1-0'
PRECAST
n)4
4831
483T
1551
5030
1'4'
8'-0'
PRECA&i
eV.4
4
3126
3126
BB1
bass
0'-6'
V.2'
PRECAST
C)4
_an
l
2931
1520
302E
11'4-
-0'
FREl
n)5
- 4
2553
2553
1119
26N
d-W
PRRECABT
MS
230E
1305
IR3
2291
I1.2.
PRECAST
0)5
1141
2H7
wit
2v99
B-4
tl-0'
PRECAST
(215
_
1926
1916
at
IWI
I4.0
tl-B'
PRECAST
(L5
Pis
111E
181
1635
44
W-4'
(V4
]345
234E
663
1283
IS14'
14'-0'
PRE6TRE56ED
0)%
IN9
2136
2136
5%
ills
IU4
I6'-V
0)
IS166e
1660
464
918
19.4
IB 0'
PRESTRE65ED
n)5
13
130
311
_
135
20 0
15-V
PREFREMBEC
(2)5
f 0
Ills
IM
341
686
21 4
20'-0'
F 57RE&Sio
I Ms
- 3
wHl.
ba62
304
"1
21 0
20'-5'
FRC5TRE66ED1
W `5
9! 3
28=i
B66
24 0
21'-B'
PRESTRE65ED
(D 5
1 ?2is
1 524
1B24
239
413
TABLE No. 5
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
B" X 28" COMPOSITE LINTELS
LMEL
LENS
OEM
SPAN
LNIEL TTFE
LINTEL 87M
GRAVNY
C4PACIM
(OFSLelft
GRAwjtt
CAPAC
(LKL(I,nur
UPLIFT
CAPACITY
(I)5L (I.'Fi'J
Aft"
CAPACITY
(riL(1)5U
BOTTOM BAR
TOPBAR
TO
-b'
T
L
(2 n
5&b
3 V
1 1
PREC46i
n) n
00oa
10000"
4 0
2 B
PRECAST
n)n
TV
191b
MAND
cable,
11-1.
3 2
PFECAST
DO
(2)n
Beal
add)
10000
acoo
4 B
3 4
PRECAST
(2)n
(2)n
5504
10090
w00o
0&0-
E
4-0'
PRECAST
121E
()n
sell
lam
865
000D -
5-w
4-6
PRECAST
2)5
eo
1381
MO
6606
6-4'
S-0-
PRECAST
(1)14
12):n
0000
000b
5641
Code
5.2
PRECAST
MIA
C01
100a;
wa0a
536
dl0e
6.1.
9.11FIBEI
M-4
(2)'1
%30
MOO
KIM
0900
T 6'
1 6 a
PRECAST
DO-4
(2)IT
140E
5561
3940
16W
1.1.
b-4'
CAST
(2)-4
(2)n
1054
9168
3662
1326
11.1.11+1.
Pill
M-4
(Dn
6415
1891
332E
6667
8 4'
T.0'
PRECAST
(2)•4
n)n
5264
8933
W57
bm31
111.
B'-0'
PRECAST
(2) 4
M 1
667
BOSS
2355
4145
III
9'-2'
PRECAST
n)'4
(2)n
3526
3344
111
3663
II-4-
111FIBRAST
ells
Cl) IS
See
3190
ST
1-0'
0.8
RECA&T
MIS
(1 5
293E
2Se
EAI
1 2133
116'
II-1
PRECAST
MIS
O)5
ris
2116
1211
249E
B4'
I2.0-
PRECAST
M5
a)5
2416
1416
104B
116E
N v'
121-e'
PRECAST
(2)5
236
2216
B91
1941
H-B
13-4'.
PRE01RE99ED
a)4
D
2611
2811
1431
B4
A40'
PREB
M4
(L4
On
IBIS
2616
66
1311
Ti 4'
I6'-0'
BtREBBED
(1)4
f )n
1013
1023
B16
513
w13
B-
IB 0'
PRE9TRES
(1)5
(2)5
lt0'I
14%
016
20.0
PRESTRESSED
(115
1496
305
38
163
]I-4'
2 .
20.0'
PRESTRESSED
n1SS
U)5
DOS
122E
669
11 0'
20' 8
PRE8IRE°.BED
(])5
e2)3
ill
R11
U22
1121
BIT
3n
2d-0
21.8'
PREBTfE68ED
(2)5
(])9
014
014
16e
52l
521
TABLE NO. 7
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 6" LINTELS
LNIEL
Usti
CLEAR
SPAN
LNTELTYFE
LINTEL STEEL
KAN
GRAM"
CAPACITY
GRAVTY
CAPACITY
(0)riL(IFiU
GRAVITY
CAPACITY
(IFiI (IX4U
UKK
CAPACITY
(MLOI
UFUr
CAPACITY
(V5L(L5U
BUICK BAR
TOP BAR
ill n
3
3 W
1.r
PRECAST
n
() 1
60
106E
Ebb
}4_
2Qa
40
18'
PRECAST
0)n
(2)R
1MI
1.125
K25
1063
US
1.1
3.2'
PEr,A6i
2 n
) n
BT9
161
151
K®3
ADS
44
3 4'
PRECAST
n
M
E06
"I
Be
1356
i356
5 4
4.0'
PRECAST
(2)5
IV
650
B3a
930
114
111
5 w
4 V
PRECAST
(2)5
(2) 111
511
a09
Set
B%
%6
6 4-
5-01
FRECABT
2)'4
(])
4%
141
141
ITS
III
6.6
5 2
PRECAST
(2)'4
416
15
l5
130
me
6 B'
5.4
RE
PRECAST
(2)
}
458
B 93
b 93
l se
l-5.
6 ]
PRECAST
)
TV
381
BUD
BOBNO
525
525
641
61
l'-e
6.4
OAST
n)n
315
568
459
641
B-0
6 6'
PRECAST
(])n
3M
536
536
411
609
B-4
1.0
PRECAST
( V
334
5fi
5%I
516
9 a
e'-0'
PRECAST
4
4%
45
a
3lt
494
10 6'
9'-]'
PRECAST
311
311
(SS
UU45
36
59
as
S43
IDCAST
338PIRECAST
(1)5
gel
201
n3
215
RECAST
(})5
SAS
243
51It
Be
61
09
91
TABLE No. 9
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 6" RECESS DOOR HEADER
LINTEL
LENGTH
CLEAR
SPAN
LINTEL TTFS
UNITS. STEEL
UNFILLED
GRAVITY
CAPACITY
G ATY
CAPACITY
(IEL(026U
&I ITY
CAPACITY
(IbLS
UPLIFT
CAPACITY
(I)5L
URIR
CAPACITY
(I)5L (1N50
Ball BAR
TOP BAR
a:-
-4
PRC T
)
96
1425
40
2234
460'
24V
PRECASTTOM
425
1625
1125
1134
1063
IME
4'42
2.0'
PRECAST
R)
Bu
04
12W
1119
M19
4'-4'
3'-b'
PREOASi
0)1
%3
050
let
BIBS
IS%
4-8'
PREC T
(1)n
ON
1081
ON
10BI
506
I356,
x-4'
4'-4'
PRECAST
})
PDiSe
698
&W
646
08'-0'
cull
6'-B'
5'-4'
PRECAST
458
693
693
66B
bw
19c
PRECAST
n
315
SO
%5
499
641
PRECAST
316
480
CND
315
546B'-4'
PRECAST
113
415
419
291
412
2.5. CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
3. MASONRY:
3.1, DESIGN AND C STRUCTION SHALL CONFORM TO THE 5PECIFICA7ICN OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08.
3.2. MINIMUM MASONRY WIT STRENGTH: Film 15M P51.
33. MORTAR SHALL BE TYPE S.
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 (2017), SECTION R606.14 OR FLORIDA BUILDING
CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.15
3j"
3P"
_IN
�r E•+'
'INTOH
1) #5 CONTINUOUS
(1) #5 CONTINUOUS
'R4•fA;;
6
38'X16"
dw
B'X16" KNOCKOUT BLOCK
KNOCKOUT BLOCKODO
4•'
mlm••,
PSI GROUT
_ •) 000 PSI GROUT
�• •�•
mm �4PLACED
IN FlEID)(PLACED
IN FIELD)TOP
BARS:
mlm TOP BARS:
SEE SCHEDULESEE
SCHEDULE.~:S.
..•:. •,
i
6
m%Q
•
mm
••r«�'}
er
_
(1) #5 CONTINUOUS
(i) #5 CONTINUOUS
'•r•'� `.
_
_
t
J
r1-A •
,
32' STIRRUPS AT 4'-0' cc
7 /,32' STIRRUPS AT 4'-0" cc
r' '
'r
,ty,p tim •,Jt' '.
(71ED OR WELDED)
-im , (hED OR WELDED)
ut
,yn
r s
BOTTOM BAR
BOTTOM BARS
SEE SCHEDULE (PRECAST)
SEE SCHEDULE
$v
_ (PRESTRESSED)
(2) STRANDS 7/16'--
3i6'
t'
I� 7 WARE STRESS RELIEVED
3:
IN. ill•
nw. nw. 270kai PRESTRESSED
CABLE
5
8/16-S-(1) #5/(1) #5 8/16-S-0) #5A1) #5
PRECAST
PRESTRESSED
8�/20-s-(1)
#5/(1) #5
8/24-5-(1)
313.
11
TABLE No. 6
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 12" COMPOSITE LINTELS
LINTEL
LE!GTN
CLEAR
SPAN
LINTEL TYPE
LINTEL STEEL
GIR4VITY
CAPACITY
1015E(Ii
GRAVITY
CAPACITY
(IYSL(V5U
UPLFT
CAPACITY
(Q`D_(P5U
UPLET
CAPACITY
(VELQYU
B0Ti0MBAR
TOP BAR
1 d
.b
T
(I)n
0000
Nala
w000
3 6
2-1'
CAST
mil
dB9®
IN000
VE09
w000
4 0
2-1'
T
@)7 -
_ (2)n
BID,
10000
0a09
4 6
3.-Y
T.
(2)n -
(Dn
6540
w000
scalescaleblow
4 B
3-4
PRECAST
(2)n -
691
6364
0000
10000
Ill
54
4-0'
PRECAST
(213
(vn
Iva)
w000
9675
10000
11-11.4IV
PRECAST
n)3
(2)
all
0000
1816am
4
5'-0'
PRECAST
ON-4
(2) `2
mm
dew
b529
100a0
5
5'-}'
RRECA51
(1)'4
(2)n
mm
619E
C000
VH'
PRECAST
Mix
n. n
w0M
Alec
WWI
15a00
1 6
1'-1'
RECAST
M-4
(2) n
8581
0000
4455
216
6'-W
RRELAST
(D4
3)n
102
IN6d9
4240
&
6'-B'
PRECAST
"1-4
(2)5
1436
10000
3E5B
1121
l'-V
PF£LAST
(2)%
(Ln
6T94
leave,
%I6
r060
B'-0'
PRECAST
(2)4
(2)n
52W
6983
1 2121'.
Mel
d-6'
9'-2'
PRECAST
)V
0
(2)n
4 e06
043
IDEA
446
tl 4'
10'-e'
PRECAST
(1)5
(2)FB
4111
4221
n63
a59
11 0
10' 8'
FTECA51
(S) 5
(2) 3
3119
31B
045
Are
12 6'
[ 4'
PRECAST
11) 5
) 3
3412
3412
9111
Net13-4
Q'-1.
PRECAST
n)5
(2)3
155E
299E
tlB
1516
14.0
n-B'
PRECAST
evS
(2)3
2151
2131
005
2260
14 B'
3-a'
PRE61TE56ED
(ID'4 -
On
32511
3231
141
N4
IS 4°
IT 4'
4' 0'
I6'-0'
PRESTFe96ED
PFk-SIRS—
ev-4
(1).4
(1/n
f2)n
Ste
Ste
194E
21
883
531
195E
ffl
19 4'
20-0'
IB'-0'
VFWPREBIIE&5ED
PRE6 aRD
(2) 5
n)5
(1) 3
(113
183
168E
SB
46
391
B44
l NS
21 4'
20'-0'
FRE9TRE&SED
fD5
_ (21
13
3
I sit
23-0'
24'-0'
20'-e'
FT-0'
STRESSED
PREBTRE69ED
fU5 -
(2)5
(U3
(1)3
13
114t
321
2t4buki
4
F`
TABLE No 8
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 14" COMPOSITE LINTELS
LINTEL
LENGiN
CLEAR
SPAN
LINTEL TYPE
LINTEL STEEL
GRAVITY
CAPA017
(OnL N5U
GRAVITY
CAPACITY
(InL 6
UPLIFT
CAPACITY
(95L (nU
UPLIFT
CAPACITY
l?5L DAW
wrm eM
TOP BAR
-
3.0'
4.0'
I'-b
21-1'
1'-6'
PRECAST
PRECAST
PRECAST
--effil
(1)n
mil
_. n)n
81
bell
3651
10000
10000
bad)
cal
000e
1440
lom
1 =0
0000
4E'
AFT
PRECAST
roil
f2)n
1141
1011
561E
8220
4',bF
44
FRECA5T
nln
f1)n.
2515
6231
51W
126
b.-4'
4'-O'
PRECAST
n/ 5
(11 1.
4111
4411
31b9
463a
4-6'
PRECAST
ills
Cv)
3344
3564
NI
351
6.4'
5.0'
PRECAST
n14
{)n
Bill3035
253E
3119
S-]'
PRECAST
nJ4(211
280I
2ball
23B3
301
PRE AST
n
1t3B
}T38
5259
Sea1.6'
6-T
f-IB T
n14 ev%
e2)
1193
21W
111
1303
1-6
6-4'
PRECAST
o)4
2108
3as
164E
12B
B-0'
111.FRI
ill V
1951
INET
IA9A
2fliB
B-4'
l'-0'PRECAST
D)%
1025
1026
136A
191E
9'-4'
W-0'
FIRECAEa
(]) V -
(2)n
an
an
1054
1591
0'-b'
9'-Y
PRECAST
(114
fDn
1265
1169
Bdt
IB1l
IT-4'
10-b'
T
r215
IIts
1138
61B
IBI
li'-0'
10-8'
PRECAST
nJ5
(2)3
1041
d41
594
1051
tl'-6'
II'-2'
I PRECAST
(1)9b
5
906
90B
541
102E
RECAST
Y115
(D5
901
SEE
466
05
PRECAST
n) 5
(S) 3
B41
84
4141
ass
TABLE No. 10
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 14" RECESS DOOR HEADER
LINTEL
LENGTH
CLEAR
&PAN
LINTEL TYPE
LINTEL 611KL
GROY17y
CAPACITY
STAL fl9%
GRAVITY
CAPACITY
(IML (MU
UPLIFT
CAPACITY
()5L (V5U
UPLIFT
CAPACITY
OnU nAw
BOTTOM BAR
Top BAR
3 8
2.4
C
2)
4520
I@L90
4 0
1'-8'
CAST
(1)n
(1)n
S&N
babe
1440
deal
CAST
(1)n
(2)n
Sam
Wba
6143
Coco
4.4
3'-0'
PRECAST
111 n
OM
BAND
W53
&ED
Babb
4 e
V-4'
AST
n)12
(Un
2519
6231
550
216
5 V
l'4'
PRECAST
(2)5
3514
3810
$211
042
6-15'
5'-4'
FREOABT
(C14
lv
EAS
SIDE
2259
2855
1-8'
6'-4'
PRECAST
(2)N
(1
was
2108
164E
221E
B'-8'
P-4'
PRECAST
(2)4
2
al
1710
041
1725
I+1.
W4
PRECAST
(Dm
111
516
1436
$14
150E
3iI I
3R"
3j"
A R C H I T E C T S
144:L N. MUNALU KLAUAIN 131-VU.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
�IIII"IIII
Lim
avo0lmm&
svBDit�& L.I
OAKLAND
LAKE
(LOT #69)
MODEL.•
1452
XXX00-01
I]PROJECT#:
R5025.069/00001
PAGE:
LINTEL
LOADS &
DETAILS
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
DEC 1 0 201
3131I6_'-_DAT k 12/10/18
-�. -} SCALE: 1/4"=1'-O'
z-(1)-(1) #5/(1) #5/(U #511
SHEET
3.OF
SQ.FT.
CALC.'S
IST FLR. LIVING
1,452
SQ. FT.
TOTAL LIVING
GARAGE
ENTRY
PATIO
1,452
393
IS
18
SQ. FT.
60. FT.
SQ. FT.
SQ. FT.
TOTAL
1082
SQ. FT.
CUBIC VOLUME
LIVING 12,632
SQ. FT.
EXTERIOR MASONRY
WALL BRCS. HEIGHTS
8'_g ..Bl.......
LOAD BIYa, WALL
NON-BRG, WALL
COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE
FOR 3 SECOND OUSTS
CALL #
SOUARE
WK/DR.
WNJDR SIZE
ZONE
160 MPH WIND
FOOTAGE
DESIGNATION
WIDTH
HEIGHT
1
112
16'-0, X 11-0'
192'
84'
5
03
26.09/ -44J-42fo2
OHGD
2
20
3068 DR
36'
W.
4
30.64
3
11
35,
(b
4
3231/
EGRESS
GRE5
4
11
EypS
38,
63,
4
32.31/ -42b2
5
42
5065 SGD
14'
80'
5
28.14/ -51.09
6
11
25-SH
38,
63'
4
3231/ -42.62
1
11
25-SH
38,
63,
4
3231/ -42b2
8
11
25-SH
38'
63'
5
30.64/ -51.15
EGRESS
9
Il
25 SH
38'
63'
5
30b4/ -51.16
EGRESS
WIND DESIGN CRITERIA
A. BASIC WIND SPEED MPH (3 SECOND GUST)
VOLT=160 / VASD=124 MPH
B. INTERNAL PRESSURE COEFFICENT=+.16
C. RISK CATEGORY=TYPE II
EXPOSURE CATEGORY C
NOTE:
VALUES FOR COMPONENTS < CLADDING PRESSURE ARE BASED ON
THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE
PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE
OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS.
CABINET
MD
e 16' O.G.
SECTION
401-011
14'-10" 25'-2"
3'-11, 14'-2" 8'-10" 1'-8" 5'-9"
BM
m 25-SH 8
BM EGRESS
O
III OWNER'S SUITE
14'-O'xl3'-4'
8'-8' CLG.
SHOWER HEAD
• 6'-8' AFF:
3 m' 0. BATH x �j
8'-8' CLG. s
0 in
0 Q cl
c�1 cn i '
N N N I
1
6� 61 8 6' G.
"� v ■ � m — — — — — J i�l�� i I
IR-ISH -J
W/H LLARD � 36'x22' _ _ -1 2-8
COND. O
O I ACCESS I co
a �
FOYER
71
2-CAR GARAGE
18'-O'x20'-0'
1 \--ELECTRICAL
PANEL
PAD-OIJT
HB
TRUCK BLOCK
e GARAGE WALL
V
S
O 16'-0' X 1'-0' OHGD
■0/
,
25-SH O
L�J NNIN-M
I
cIR/T
GREAT ROOM j DINING
14'-O'xl9'-4' I 10'-O'x9'-O'
8'-8' CLG.
� I
I
16'-2"
I
KITCHEN
O O
� I I I • � 10
A I II
I �
I
I
4'-8" v 5'-10" I 3'-2" 2'-8" '-'O",/i I
PAD OUT WALL
6 12' AFF. C R/
w
F==
OFT.
-i N -
----- n,
m REF, i _
3-SH
m I A/C
0
HOWER HEAD
7U8 a V-V AFF.
BEDROOM 3
t E 1 1-6CLG.
8IC
'-8C
Q N LL
LL
RR 3-0 BE
2-6IF IR-ISH
1■ _— in
O M.T.
2 ,
m
ENTRY
� — ■ -10" 13' 2��
I
m BEDROOM 2
o `r 12'-0'x10'-0-
�' 8'-8' CLG.
4'-S" 16'-0"
40' - O"
FLOOR PLAN.
SCALE: 114 = 1'-0' ELEVATION 'B'
O
0
I
m
R1
u
0
A R C H I T E C T S
--PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325 00
r
�mmeeosam�
E
8
E
I�
C
SUBDIV. 8e LOT:
OAKLAND
LAKE
(LOT #69)
MODEL:
1452
XXX00-Ol
PROJECT#:
R5025.069/00001
PAGE:
FLOOR PLAN
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
DEC 1 0 2018
D : 12/10/18
s :1/4"=1'-O"
EET
4 or
Will. SCORED LINE
(TYP)
• I•I W W W
COATINGPER
Fm� ICI
ICI —
(20
0'-0" FIN. FLR.'i,
SHINGLES
(TYP)
ATTIC VENT CALCS
EA OF ATTIC
1864 SQ.FT.
NET FREE VENTR A71ON AREA REQUIRED (1/300)
6.21 SQ.FT.
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./VENT
SOFFIT VENT VENTILATION PER LF
11.74 SQ.IN./IF
TOTAL # OF VENTS REQUIRED
3.89
TOTAL # OF VENTS PROVIDED
4
REQUIRED SQIN VENTILATION IN TOP OF ROOF
447
SQ.IN.
REQUIRED IF OF SOFFIT VENTILATION
39
IF
PROVIDED LF OF SOFFIT VENTILATION
187
LF
12
Z�5
- DECO SHUTTER
(TYP)
81-S" BRCz. HCsT.
= 0" 1'-0
o(ol-8" HDR. HGT, 6'-O" HDR. HGT,,i.,_ -
v T XTU C NTIO S
00
—TEXTURED EME U
' ST � � COATING PER (AM
rLLJ 092(o)(TYP)
6' W. STUCCO BANDING
(TYP)
- - - �ir� - - -- - --- h0' 0" FIN, FLR. 0' 0" FIN. FLR_ - -
-r
FIB T ELEVATION
SCALE: 1/4 = I'-0' ELEVATION 'B'
8'-8" BRCS.
6'-8" HDR.
12
OFF-RIOGrz VENT
OFF -RIDGE VENT
OFF -RIDGE VENT
u u�TEXTURED CEMENTIOUS
COATING PER (AST �I
C926) (TYP)
REAR ELEVATION
SCALE: 1/4 = 1'-0' ELEVATION 'E3"
8'-8" BRG. HGT.
--———————————————————————————
6'-8" HDR. NCsT.
TEXTURED CEMENTIOU5 '-0"
u COATING PER (AS
C926) (TYPJ
0-0' FIN. FLR.---------------------------------- -
��__—_—_—_ 00'-0" FIN. FLR.
LEFT E' LEATI®N
SCALE: 1/4 = 1'-0' ELEVATION 'B'
t 12
5112
5
OFF -RIDGE VENT
8'-8" BRCS. HG7T _—_—_-- oS'-8" BRGn HGT.
1'-0"
G-8" HDR. HCzT. 0"
----------- - — - — - -�� 8" HDR. HGT.
-0°
TEXTURED CEMENTIOUS
COATING PER (ASTM
C92(o) (TYP)
0'-0" FIN. FLR. ------_—_-- �0'-0" FIN. FLR.
—------------------------------�
RIGHT E"L EVATI®N
SCALE: 1/4 = I'-0' ELEVATION 'E3'
-0" FIN. FLR. 1
A R C H I T E C T S
PH: 407-774-6078 V
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
QE
V
E
O
C
L
SVBDIV. 8e LOT'
OAKLAND
LAKE
(LOT #69)
MODEL:
1452
xxxoo—o1
PROJECT#:
R5025.069/00001
PAGE:
ELEVATIONS
160 MPH EXP. C
ARCHrrECT
STATE OF FLORIDA
DEC 1 0 2018
D E: 12/10/18
S ALE:1/4"=1'-O"
EET
5 OF
1 V 1 4
IC I'� li I�T TI( II )i CONTROL DATE: 01-01-:E-
O�C
III J ll
E C T O ll-�, SIC
SIMPSON
USP
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-I6
1450
PTA 16-12,400
(1) 106 x 1 IR' 1-PLY, (6) 1" 2-PLY, (USE; (10) 106 X I In' - NO 16d OPTION)
(21 META-I6
EaIS
(2J HTA I6-16
250E
(10) led x I IR' I -PLY, NSP: (10) led x I IRS
190E
(14) Ibd 2-PLY (U6P: NO 16d OPTION)
HETA-16
1510
ETA 16
1615
lal IOd x I IR' -PLY, (6) 16d 2-PLY USE: (10) led x I INO 16d OPTION
}
[If
z
0
HETA-20
161E
PTA 20
1615
(9) 1I x I IQ' HPLY, (W ad 2-PLY USE: (IV) led x I In', NO Ibd OPTION
(2) HETA-20
203S
(2) HTA-20
31T0
(10) led x I IQ' I -PLY USE. oo0 led x I n.
250E
(11) 16d 2-PLY (USP: NO 16d OPTION)
LGT-2
2!50
LUGT-2
1915
(1) - I/4' z 2 I/4' TITEN, 2 PLY (USE : BLK (5) I/4' LID, WOOD (I6) 10d
0
DETAL-20
248E
NO USE CONVERSION FOR SIMPSON DETAL-20
(IB) - led x I in, I PLY
MGT +
3565
MUST
4000
((1)5/8' A.TR IN HIGH 6TRENGTH EPDXY (MIN. 12- EMBED), /22) IOd TO WOOD CUSP: (25) led TO WOOD)
PGT-2 `
let"
HUGT-2
9365
(2) 3/4' ATR IN HIGH biRENGTH EPDXY (MiN. 12' EHBEDb ll6> 10d TO IWOOD (U5P: WOOD (6) IOd)
HGT-3
10530
HUGT-3
9365
(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) led TO WOOD NSP: UOOD (5) 10d)
LGT3-8DS2.5
3265
LUGO-3
5330
(i2) SDS 1/4"x2 II TO GIRDER (4) 3/S' x 5' TITEN HD TO WALL NSP: CGNG. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) LL1525)
LTA*
1210 PARALLEL TO WALL
1425 PERPENDICULAR TO
WALL
LPTA
11
(10) led x I -In. (USE: (10) led a I IR'
vGT
4940
NO USE CONVERSION
FOR SIMPSON
VGT
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6)-SDS 1/4'X3' TO WOOD
(2) VGT
TIES
NO USE CONVERSION FOR 61MPSON (2) VGT1
!2) SAS' A.T.R. IN HIGH STRENGTH EPDXY (MIN. I EMBED). (32 )-SDS 1/4'X3' / 2 PLY
MTS-'2
1000
MTW 12
1695
(14) 1Od x I IQ' (USP: (14) 10d x I In', (14) 101
HTS-16
115E
HTW 16
1660
(16) 10d x I IR' NSP: (16) led x I n', (16) led)
H75-20
1450
HOW 20
2045
(24) 106 s I In' (USE; (241 led x I IR% (20) 106)
475-24
1450
HTW 24
2045
(24) OF! x I In' NSP: (24) led x I In% (20) led)
L8TA-12
925
L6TA'12
ale
(10) led U5R 00) led
LSTA-IS .+
1235
L5TA 15
136E
(14) led USE. (14j led
MSTA-IS .
1315
MSTA-IS
1315
(14) IOd USP: (14) 11
d
MSTA-24 P
1640
MSTA-24
1150
(15) 10d USE: (15110d
MSTA-30 ..
2050
M8TA-30
2140
(22) 10d U51P (22) 10d
Q
H
M5TA-36 +
2050
MSTA-36
2525
(26)led U6P: (26)106
16Tf-36
350E
KSTI 236
309E
(36) 10d x I IR' USE; (36) 10d # I IR'
(n
M5TI-45
5065
KTSI 248
4250
(4S) ed! x 1 V2' USE: (48) 10d x I Il
H6
Sao
LETA 6
Ga5
(8) ad TO PLATES, (5) Sd TO STUDS (LISP: (Ia) 5d x I Il 06) ad)
SP4
555
SET 4
945
(a) led S I IR' TO STUDS USE: (6) led x 1 14' TO STUDS
434
355
MP 34
410
(4) Sd x I In' TO BEAM, (4) Sd x I IQ' TO POST. USE: (4) Sd X I VP TO BEAM, (4) Sd x I IR' TO POST,
HI
S45
HHOP 2
1010
02) led x I In. USE: (10) IOd x I VT TO TRUSS, 00) led X I In' TO PLATE
PICA
1340
RT 16A
2150
(16) IOd z i In. USE: (9J 106 x I I/!' TO TRUSS, (5) led X I In' TO PLATE
vGT " HDU4
4566
PHD 4A
4535
III1/4'x3' TO WOOD, (101-SDb 114k2 11 W' THREADED ROD, (2) NUT5NAQ6HER/2 PLY
USE: 5/8' ATR MIN. T' EMBED SET IN HIGH STRENGTH EPDXY, CIO) WSW WOOD SCREWS
vGt " HDIE
494E
TDX 10
5110
(ib)-SDS I/4'x3' TO WOOD, (3)-3/4' STUD BOLTS-W/ THREADED ROD, (2) NUTSMA5HERn1FLY
U6P: INS' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 7/81, THRI-BOLTS
ABU 44
2200
6665
PAU 44
2535
6115
(1)51V ATR N HIGH STRENGTH EPDXY, (MELT EMBED) IN CONC., (12) 16d TO WOOD USE. SAME AS SIMPSON
Cn
cl�
0
_
(�
ABU 66
2300
12000
PAU 66
2535
13515
(1) 5/S' ATR IN HIGH STRENGTH EPDXY, (MM. T' EMBED.) M GONG., (IDlbd TO WOOD USE: SAME AS SIMPSON
LTTIS ++
1340
LTS 15
1205
(1) 3l4- ATR IN HIGH S -- =_=OxY, (MIN. T' EMBED) IN COND, (S)Od TO WOOD USE: SAME AS SIMPSON
fV W' ATR IN HIGH STIFF - -,Y, (MIN. -P EMBED.) IN CONIC,, (IO)IOd TO WOOD
•UMP: 3/4' ATR MIN T EYE - - GH STRENG-P EPDXY, (10) 10d, (10) 11 x IVY, 2-In'
(1)S/6' ATR IN HIGH STREK^ IN 'I .ED) IN CCNC, (16) 6DF0 X I I!1' lU9P: !20) ibd X 2-I/2'j
USP WAS MORE NAIL OPTION C. ] -'2', no) 16d x 2 IQ'
LTT205 ...
1500
LTS 205
111
HTT4
4465
HTT46
4465
Z
Q
H?TS
509E
HTT45
549E
(U 5/5' ATRENG TR IN HIGH S-_:<� (MN T MBED,) IN COND, (26) Ibd X 2 IR' (USE: (201 Ibd X 2-1/2')
U6P HAS MORE NAIL OPTIONS. (25) 101 QG) 10d x 1-1/2', (20) 16d x 2 ICY
HHDQII-5D5 2s+
11010
W HD 11
12050
<V I' ATR N HIGH 6TR NGTH EFOxY, (MIN. 10- EMBED.) IN CONC, 124) SO$ V x 2)Y WOOD SCREWS (U6P: (24) MIS WOOD SCREWS)
HD'B
6645
TDX 10
511E
(U V8' A8. M HIGH STRENGTH EPDXY, (MIN. l' EMBED) IN CONC, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) T/S' BOLTS)
(n
MBHA 356/11.25
3475
NFM35XI2U
3165
1130
5IMP6GN: lV 3/4' A.T.R. IN HIGH STRENGTH EPDXY :MN. 615' EMBEDMENT) IN CMW. TOP, (1) 3/4'
AT.R IN HIGH STRENGTH EPDXY, (MIN. 6.TV EMBEDMENT) IN OML. FACE, (19A0d TO BEAM
1I5P. (I) IR' J-BOLT W/ MINIMUM 6: EEII 1 NOT LESS THAN 4- FROM EDGE OF CONO Al 3/4' CIA ITW
R4M6ETrt2EDHEAD DYNA BOLT SLEEVE ANCHOR OR EC. W/ MN. 5' EMBED DEPTH INSTALLED IN THE FACE.
IT
0
LJ
C9
HUSC412 (WOOD)
3635HU5412IP
306E
2530 /FLRI
(10) Ibd TO HEADER, 110> 16d TO WOOD USP: SAME AS SIMPSON
F4�O
3225 IROOFI
Z
HUC410 (CMU)
ISO
HD410 IF
1505
31T5
(Il I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, 00) led TO WOOD: (USES Na) 1/4' x 3' W63 SCREWS, (10) led TO WOOD.
=
EUC210-2 (CMU)
tall
HD210-21F
1905
3115
(15)1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU. (10) led TO WOOD: (USP: (IS) 1/4" x 3' W53 SCREWS, (10) led TO WOOD
HUC210-3 (CMU)
No
OD210-31F
IS05
31T5
(a) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 106 TO WOOD: (U5R (I5)1/4' x 3' WS3 SCREWS, (10) led TO WOOD
LGUM26-2-8D6
143E
NO USE CONVERSION FOR SIMPSON LGUM26-2-615J
(4) 3/5' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' SDS SCREWS TO WOOD
HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING- FOR SIMILAR EPDXY PRODUCTS OR U5P - CIA ADHESIVE
ANCHORING SYSTEMS.
WHERE ANCHOR EMBEDMENT 15 GREATER THAN 1' DEEP THE VERTICAL CEL_ IN O.M.U. WALL MUST 1W FILLED SOLID w/ GROUT.
.. !Od COMMON NAILS CAN BE .5U5 ITUTED WITH !Od x I Ir° NAILS IN CONJUNCTION WITH 4 23% REDVIDTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT I5 REQUIRED FOR THI5 APPLICATION
PRIOR TO INSTALLATION.
Aj
.. MINIMUM EMBEDMENT INTO THE -0P OF A BO DBEAM WIL BE 5', MINIMUM EMBEDMENT INTO THE #DUNDATION J'__ PP TWIL: BE 5', MINIMUM EMBEDMENT INTO THE �DUNDAT!ON -'--'- '
Aj
F--
A.TR = 4-301 AL_ -HREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
OBECAUSE
OF THE WIDE VARIETY OF MATERIALS, LOOAT IONS AND COND 'ICI THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORR05ICN PROTECTICN
IS USED.
WHEN USING STAINLESS 5TEE'- CONNECTORS, USE 5TAINLE55 STEEL FASTENERS, WHEN U51NG ZMAX / HIM GALVANIZED CONNECTORS USE FASTENERS GALVANIZED PER A5TM-4I53
USE OF EXPAN51ON ANCHORS WILL BE EVALUATED ON AN IND!VIDJAL 84515 AND MUST HAVE WRITTEN APPR7VAL FROM THE ARCHITECT ENGINEER OF RECORD PRIOR TO USE,
ALL CONNECTOR VALJE5 EASED ON SIMPSON 'W= CONSTRUCTION CONNED?ORS C-2013' ,'HIGH Wifp-RESfSTANT CONSTRUCTION C-HWCa AND ANCHORING- a FASTENING 5-STEM6 FOR CONCRETE I MASONRY CATALOG
C-6A5-20'.2.
11
EXTERIOR MASONRY
WALL BRG. HEIGHTS
................................
LOAD BRG.WALL
NONNON-BD WALL
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
V-0' TO
8'-0.
UN.O.
4'-II 1/2'
,'-II I/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. FUR. LINE
(2) META-16
BI
BI
51
52
52
53G
J2
rh dl
r
r r
r
r
r
r
r
r
r
r
r
r
r r
Ul
.
..
-■
—
—
II u n n n n
— — II II II II II
�3V22'
• I (ACCESS
I
FFIx4 BTM. CHORD BRACING _ _
12' O.G. MAX, SECURED W/ -
(2)10d COPIIMON NAILS 0
EACH CHORD NTERSE TION LPC�fir
0
�_.
J2 J2
Ir-1I--_w 11-11-- Ir—__TI
31-03 3'-0"
7 �
I_nl �;I_n11
M
T-� -�
3'-011 3'-011 3'-0" 3'-0" 31 QII
0ELEVATION
JI
J3
J5
A8G
(2) META-16
/Ex
A91 0
A5 0
�U
A4 00 O
00
1
A3 O @
LL
42
Z U
Al
d
Q
A2
A3
A4
A5
Em
Al
AS GABLE END BRACING
SEE OTL. '4' SHEET D4
CI
CI
CI
C2
02
C3Cs
J2
c�3
A R C H I T E C T S
6
Design
Grou Inc.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
�III'lllll�l
���pm0vomr
E
8
Cd
E
O
L
STJBDIV. & LOT:
OAKLAND
LAKE
(LOT #69)
MODEL:
1452
XXX00—Ol
PROJECT#:
R5025.069/00001
PAGE:
ROOF
FRAMING
PLAN
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
DEC 1 0
D E: 12/10/18
ALE: 1 /4"=1"— 0"
StIEET
6 OF
ELECTRICAL L e ND
5YM50L
DEFINITION
NOTES
110V DUPLEX
RECEPTACLE
1FLOOR
®
MOUNTED DUPLEX
RECEPTACLE
fI
IIOV SWITCHED
BOTTOM HALF SWITCHED
DUPLEX RECEPTACLE
110V GFI DUPLEX
EQUIPPED W/ GROMW FAULT
INTER.UPTER (TAMPER RESISTANT
CFI
RECEPTACLE
TYPE)
®
220V RECEPTACLE
4 WIRE CONNECTION
J j
110V DUPLEX
EQUIPPED uu GROWP FAULT
(�UP
I
RECEPTACLE
INTEF41KER (WEATHER PROOF)
SWITCH
3-WAY SWITCH
4
4-WAY SWITCH
LIGHT FIXTURE -
WALL MOUNT
LIGHT FIXTURE -
CEILING MOUNT
LIGHT FIXTURE -
RECESSED
y.�
LIGHT FIXTURE -
HANGING
LIGHT FIXTURE -
CEILING MOUNT LED
�(..()
LIGHT FIXTURE -
PULL CHAIN
LIGHT FIXTURE-
K
KEYLESS
\11/
LIGHT FIXTURE-
Av.P.
VAPOR PROOF
\11(
LIGHT FIMURE-
A
PENDANT
EXHAUST FAN
MOTOR
O 6
LIGHT STRIP
LIGHT FIXTURE -
FLUORESCENT
LIGHT FIXTURE -
UC
UNDER CABINET
_
LOW VOLTAGE
PANEL
PANEL
METER
SD
SMOKE
GATT. BACK-UP W/ HARDWIRE
DETECTOR
INTERCONNECTED
CARBON MONOXIDE
Batt. SACK -UP W/ HAfDwin
DETECTOR
INTERCON!%ECTED
CEILWs BOX REQUIRED TO BE
O
J-BOX
SUPPORTED N ACCORDANCE W/
BOX MAIRKED AS SUCH FOR
INSPECTION
FLOOD LIGHT
DC
DOOR CHIMES
Ty
TELEVISION JACK
TELEPHONE
JACK
4
GAS OUTLET
TRANSFORI'MR EAW4 SOkVA
VOLTAGE: 1620A3200-2401400V
SERVICE, SINGLE FHASE
TYPE: UNDERGROUND
AVAILABLE INITIAL SY1'IMETRICAL FAULT CIRCUIT
AT SECONDARY SIDEA (120/240 VOLTS)
MAXIMUM FAULT CURRENT, IWW empe
POWER COMPANY
TRANSFORMER
(3) • I THHN/?HWN COPPER CONDUCTORS,
(0 6 THHN/44IN COPPER GROUND N 2" CONDUIT,
NEMA 3R L200 AMP
COMBO 120/240
DISCONNECT VOLT 42
M AND METER CIRCUITS
CAN MLO
200
AMP. PHONE / DATA
PR OP BOx ER r
200 AMP ELECTRICAL R15ER
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/
APPLICABLE PROVISIONS OF TFE NATIONAL ELEC. CODE, LOCAL
CODES, AND THE LOCAL POWER CO.
H BONDNG TERMINAL
TALE CONNECTIONS
PROVIDE 04 THH"MN COPPER CONNECTED
TO CONCRETE ENCASED FOOTER STEEL AND
COLD WATER PIP&
NOTE, F PVC IS USED THERE IS NO
BOND/GROIWD TO COLD WATER PIPE
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 SQ.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
24,241
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
10,450
TOTAL LOAD
34,691
CALCULATED
LOAD FOR SERVICE
34,691 VA / 240 V= 144.55
200 AMP SERVICE
IcoND.
WP GFI =m
CABLE/TV
WEATHER
PROOF BOX
OWNER'S SUITE
TV.
` TV.
1 O e
8
SD.
`• �— _ - vP i CMD
0. BATH
W.I.C. = I
I I I
I
4' F
91
L��
LIGHT 4
SWITCH
IN ATTIC
SPRINKLER
CONTROL 2—CAR GARAGE /
GFI cLG. I
OUTLET
� I
I
P
COACH
LIGHT
All
WP PATIO
GFI
I / I
r' DINING
GREAT ROOM
� O T
1 II III � N�
/
/ I
-r
-�r
/ OPT.
I
1
I
I
/
I�A/C
BATH 1
i L L� I 1
FOYER—j
� I
ENTRY
SD.
SCALE: 1/4 = 1'-0' ELEVATION 'B'
GFI
BEDROOM 3
BEDROOM 2
rs
--DED. 20 AMP
OUTLET FOR
M. WAVE
A R C H IT E C T S
Design
Groulslnc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
,
�mmmv0�
SUBDIV. 8e LOT:
OAKLAND
LAKE
(LOT #69)
MODEL:
1452
XXX00—Ol
PROJECT#:
R5025.069/00001
PAGE:
ELECTRICAL
PLAN
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
DEC 1 0 201
D' PE: 12/10/18
96 AT: 1/4" = l'— 0"
SHEET
7 0F'
Cou r•�T Y
i L O R 1 D A
Building Permit If
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Owners Name: NVR Inc DBA Ryan Homes Applicant: NVR Inc DBA RI
Product
Opening
Design
Pressures
Product
Rated
Design
Pressure
Manufacturer
Model #
Product
Approval
Number
Glass Type
Method 1
Windows
+32.37/-42.62
+50/-60 DP
Ply Gem
Series 4712 Flange
FL 14039.1
non -impact
If 10 wood
Mullions
N/A
+/-75 DP
Ply Gem
Series 4700 Flange
FL 15264.2
N/A
Use %' Ta
Fixed Glass
+29.65/-38.87
+/-SS DP
Ply Gem
Series 4701 Flange
FL 14434.1
non -impact
# 10 wood
Sliding Glass Doors
+28.74/-42.62
+/-SO DP
Ply Gem
Series 4780
FL 14634.2
non -impact
3/16" Tapc
Swing Type Doors
+30.64/-30.64
+67.0/-67.0
Therma Tru
3'0"x8.0"
FL 5891.5
N/A
1T W Tapcoi
Tapcon 1/4
spacing Ma
Garage Doors
+25.91/-31.39
+36/-42
Clopay
160 model 73W6
FL 16546.4
N/A
lamb to blt
required.
Hurricane Protection
N/A
+40/40
Eastern Metal
24 a Steel Panels
FL 11964.2
N/A
1/4" Topco
Roofing Material
N/A
N/A
Tamko
N/A
FL 18355.1
N/A
Soffits (Panel Walls)
N/A
N/A
Ply Gem
Mastic Soffits
FL 23352.1
N/A
Structural Component
N/A
N/A
Huber Eng.
ZIP System
FL 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
Name: James Joseph Cantwell Signature:
Design Prof: Architect
Cert. No. AR0012079 Date:
seal
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
00omo�
E
8
E
O
C
SUBDIV. & LOT:
OAKLAND
LAKE
(LOT #69)
MODEL:
1452
XXX00-01
PROJECT#:
R5025.069/00001
PAGE:
PRODUCT
APPROVAL
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
Hu I
D 'E: 12/10/18
I.J. ALE: 1 /4"=1' - O"
(0 5 REBAR VERTICALLY
(0 45 REBAR VERTICALLY W/ CONC.
- W/ CONC. POURED CELL
(25' MN LAP)
POURED CELL (25' MIN LAP)
R-4.1 INSUL. MN,
�TEMURED GEMENTIOUB COATING
PER (ASTM C926) (TYP.)
_ J z L
z0 it e'CMU
n LW -
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;" I/2' GYP. WL. BD.
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m WOOD BASE
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-
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CLEAN TERMITE TREATED FILL
VAPOR BARRIER ON
z K
z E WELL -COMPACTED CLEAN
U- 4' 4' 4' 1 1/2' RECESS
4' 4- 4' TERMITE TREATED FILL
m 1' 0'
m 0 I, m, (2) 05 REBAR ON CHAIRS
(2) +5 REBAR ON CHAIRS
1-STORY FOOTING
1-STORY FOOTING
W BLOCK WALL
4 AT GARAGE
1 C E: I/2'•I'-m
SCALE: 1/2 • -0
WALL BEYOND
WALL BEYOND
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BASE BARRIER ON WELL -COMPACTED
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TH
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PAVER RECESS
�1® ENTRY DOOR
SEE MA". PRODUCT DETAILS
FOR REQUIRED SIZE AND DEPTI
z
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w VARIES
_
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2'-I' MIN. LAP
jj� AT S. G. D.
TYP. RETROFIT FOR
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6C4LE:1'.P-B'
OMITTED DOWELS
REBAR LAP AT FOOTING
TIE VERTICAL REBAR
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GROUTED BOND BEAM
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z
�z
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c AT LINTEL CORNERS
• -9
REINFORCING
\ 1 � 'ALE: IR'.1'-®'
A R C H I T E C T S
Design
1 ®U p-lnc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www. a bd es l g n g ro u p. co m
AA #: 0003325
�'lllll"II
L
pp0000�00J
SVBDIV. 8e LOT:
OAKLAND
LAKE
(LOT #69)
MODEL:
1452
XXXOO-Ol
PROJECT#:
R5025.069/00001
PAGE:
FOUNDATION
DETAILS
160 MPH EXP. C
ARCHTECT:
STATE OF FLORIDA
12/10/18
SEAT : 1/4"=l'—O" 1
SHEET
11)1
NOTE: NOTE:
SHIM AS NEEDED SHIM AS NEEDED
TO PLUMB JAMB. TO PLUMB JAMB.
❑ DO NOT EXCEED �' ❑ DO NOT EXCEED
8' CMU BLOCK 8' CMU BLOCK
I' DRYWALL #' DRYWALL WINDOW/DOOR JAMB
P.T. Ix4 or'x4' MIN. Ix4 or Ix2 P.T. NAILER P.T. lx4 or"x4" MIN.
(SEE WINDOW/DOOR JAMB BLOCKING (SEE WINDOW/DOOR JAMB BLOCKING: Ix4 or Ix2 P.T. NAILER &BLOCKING FASTENER
FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING CHEDULE
DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB /WINDOW
(ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM (ATTACHED TO BLOCKING P.T. Ix4 or 'x4' MIN:
agm
EACH END and a 18' O.C. MAX SECURE THRU FRAME INTO BLOCK w/
PER MFR'S SPECIFICATIONS PER MFR'S SPECIFICATIONS)
(1) �6' TAPCON (MIN. EMBEDMENT 1 4')
WINDOW TO BLOCK (+%4" or + %") WINDOW TO BLOCK (+311) 6' FROM EACH END and 6 18' O.C. MAX
or
DOOR JAMB TO BLOCK (+4" or + % ") DOOR JAMB TO BLOCK (+3") cu DRIVE PIN, 6' FROM EACH END and
4A SCALE: I'=I'-0' 4E 6 18' D.C. MAX
-SCALE: I -I 0 MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 114
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 1 J') S' FROM EACH
END and 9 18' D.C. MAX
8' CMU BLOCK ' 8' CMU BLOCK or
DRYWALL DRYWALL P.T. 2x (1) DRIVE PIN, 8' FROM EACH END and
r
(SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER P.T. Ix4 or ix4 MIN. Ix4 or Ix2 P.T. NAILER 18, O.C. MAX
FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WINDOW/DOOR JAMB BLOCKING �6' 055 (4' WIDE MIN.) MIN. SHANK SIZE .145
FASTENER SCHEDULE FOR ATTACHMENT MIN. HEAD SIZE 300
DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING
(ATTACHED TO BLOCKING MEMBER w/ (2) 12d 8' NAILS FROM OOR JAMB / WINDOW
SHINGLES OR TILE (PER COMMUNITY SPECS) MIN. EMBEDMENT 1 '
PER MFR'S SPECIFICATIONS EACH ENE) and 6 18' O.C. MAX (ATTACHED t0 BLOCKING
OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: C�iKl
INSTALLED PER SECTION R905 OF THE FBCR, 1 NOTE: SECURE TO BLOCK w/ (2) a' TAPCON5
6TH EDITION (2011) WINDOW TO BLOCK (+1 /) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 1 4') 8' FROM EACH
DOOR JAMB TO BLOCK (+1 %") THROUGH NON-STRUCTURAL MEMBER (1x or 2, 065) END and 6 IS' O.C. MAX
OVER ROOF SHEATHING (TYPE AND ATTACHMENT 48 w/' TAPCON MIN. I J' EMBEDMENT INTO BLOCK or
' METHOD PER 'NAILING SCHEDULESCALE: r=r-m' (2) DRIVE PINS, 8' FROM EACH ENE) and
RE -ENGINEERED ROOF TRUSS 9 18, O.C. MAX
EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 16') MIN. SHANK SIZE .145
MIN. HEAD 51ZE 300
(PER PLAN (R-VALUE PER ENERGY CALLS) NOTE: L�jDOOR JAMB TO BLOCK (+3 %6") MIN. EMBEDMENT 1
SHIM AS NEEDED 4F $cALE: r=r-m'
TO PLUMB JAMB.
METAL DRIP EDG' GYPSUM BOARD OR J' HIGH ❑ DO NOT EXCEED i' P.T. 2x8:
2x6 SUB -BANG— i STRENGTH CEILING BOARD 8' CMU BLOCK SECURE TO BLOCK w/ (2) ' TAPCONS
ONC. FILLED U-BLOCK /VENTED I' DRYWALL NOTE: (MIN. EMBEDMENT 1 4') 8' FROM EACH
ALUMINUM SOFFIT (I) 05 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER LT SHIM AS NEEDED ENE) and 9 18' O.C. MAX
ER PLAN (SEE WINDOWCOOR JAMB BLOCKIPKs
CAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT �' OSB l4' WIDE MIN.) TO PLUMB JAMB. or
b (2) DRIVE PINS 8' FROM EACH END and
WINDOW (PER PLAN), (SIZE AND REINFORCEMENT ❑ p0 NOT EXCEED
ATTACHMENT PER MFR. w PER PLAN) DOOR JAMB / WINDOW DOOR CASING 6 VOL, MAX
SPECIFICATION — (ATTACHED TO BLOCKING 8' CMU BLOCK MIN, SHANK SIZE J45
PER MFR'S SPECIFICATIONS' DRYWALL MIN. HEAD SIZE 300
P,T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN, EMBEDMENT 141
NOTE: (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.)
STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED FASTENER SCHEDULE FOR ATTACHMENT
ALL INSULATION THROUGH NON-STRUCTURAL MEMBER (Ix or �' 055) ODOR CASING
(R-VALUE PER ENERGY CALCS) e SECURE 2nd 2x TO STRUCTURAL P.T. (2) 2x4: BE
PRECAST OR POURED IN W/ �r,' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (I) 4" TAPCON
PLACE SILL (PER BLDR) 'GYPSUM WALL BOARD EACH END and Q 18' O.C. MAX::::111� (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 4') 8' FROM EACH
' TEXTURED CEMENTITIOUS I) 05 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1 16') PER MFR'5 SPECIFICATIONS) ENE) and a 18' O.C. MAX
COATING MIN. (PER ASTM CONC. POURED CELL or
C926) OVER CM'�If[ (LOCATION PER PLANJ DOOR JAMB TO BLOCK (+1 1%6) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (1) DRIVE PIN, 9 18' O.C. MAX 8' FROM EACH ENE) and
8 CM ' P.T. FURRING STRIPS g IV O.C. 4C -SCALE:1'4-0' THROUGH NON-STRUCTURAL MEMBER (Ix or ib' 055) MIN. SHANK SIZE .145
W/ J' TAPCON MIN. I J' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300
OOp BASE MIN. EMBEDMENT IN
NOTE: WINDOW TO BLOCK (+3 %6")
SHIM AS NEEDED 7 P.T. (2) 2x6:
TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3 /6 ) RE
° ONCRETE SLAB DO NOT EXCEED 4' 4G SCALE: IY'-o' SECURE TO BLOCK w/ (2) ' TAPCONS
(SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT I �') 8' FROM EACH
AND REINFORCEMENT) 8' CMU BLOCK ENE) and 9 18' O.C. MAX
XTERIOR WALL FOOTING I' DRYWALL or
UPLIFT UP 70 I,IlS lb
(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 WINDOWDOORJAMBBLOCKING SIMPSON HT820 wl (10) IDd NAILS TO TRUSS 4 g 18' O.C. MAX
P.T. Ix (4 WIDE MIN.) MIN. SHANK SIZE .145
2 SINGLE STORY SCALE: 3/4'=I'-0' FASTENER SCHEDULE FOR ATTACHMENT (4) 'X2 ' 7APCON5 INTO BOND BEAM RE -ENGINEERED
DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE .300
(ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT I j'
BATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR ' HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 lb BEAM
BOARD (R-VALUE PER ENERGY CALCS STRENGTH CEILING BOARD (2) SIMPSON HT620 EACH SIDE OF TRUSS w/
NOTE: :7
(10) IDd NAILS TO TRUSS 4 (4)14'X2 ' TAPCONS P.T. (2) 2x8: RE
- - STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM
THROUGH NON-STRUCTURAL MEMBER Nx or a' 055) (or EQUIVALENT INSTALLED PER MFR'S SPECS) SECURE TO BLOCK w/ (2) ' TAPCONS
/' TA N 1 4' EMBEDMENT (MIN. EMBEDMENT I J') 8' FROM EACH
w b TAPCON MI BEDMENT INTO BLOCK
ENp and 9 I8' O.C, MAX
TAPCONS MIN. or
OPENING 22' x 30' MIN. CASING AT SIDE WINDOW TO BLOCK (+2 � ") 2' COVER (2) DRIVE PINS, 8' FROM EACH END and
�OD
ATTIC ACCESS 1 „ 2' APART 9 18' O.C. MAX
3 SCALE: NTs. NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 /) TRUSS ANCHOR RETRO-FIT MIN. SHANK SIZE .145
SHALL COMPLY WITH MIN 30 HEADROOM WOOD CASING 4 GYP. 4D 5 MIN. HEAD SIZE .300
PER R801.1 OF THE FBCR 2017, 6th EDITION BOARD (TYP)
SCALE: r=r-o' -SCALE: NTs. MIN. EMBEDMENT I'
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
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SvsDIV. & LOT:
OAKLAND
LAKE
(LOT #69)
MODEL:
1452
XXX00- 01
PROJECT#:
R5025.069/00001
PAGE:
1—STORY
WALL
SECTIONS
& NOTES
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
DEC 1 0
12/10/18
q'gALE: 1 /4"=1' - 0"
III
A R C H I T E C T S
Desi n
1 ®U I
pnc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
�IIII"IIII
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SUBDIV. 8e LOT:
OAKLAND
LAKE
(LOT #69)
MODEL:
1452
XXX00-01
PROJECT#:
R5025.069/00001
PAGE:
SECTIONS/
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
rev 1 �2U18
12/10/18
s0ALE: 1/4"=1'-0"
SHEET
D
VTCR o
(1)aEA
J' O.C. M
TYPICAL VALLEY TRUSS CONNECTION
SCALE: 3/4'FI'-0'
ECURE 2x4 FLAT TO
BLOCK w/ CUT NAILS
ECURE 2x(o MIN. TO BLOCK w/
-----__ (2)Y' x 9'
WASHER SE
ANCHOR BOLTS w/ 2'
B T IN SIMPSON or U5P
NIGH STRENGTH EPDXY
- (MIN. 6' EMBEDMENT)
_,l o
SECURE 2x6 MIN. TO BLOCK w/
(3) y' x 9' ANCHOR BOLTS w/ 2'
- WASHER SET IN 51MP50N or U5P
NIGH STRENGTH EPDXY (MIN. 6'
EMBEDMENT
E
GARAGE DOOR BUCK ATTACHMENT
SCALE: 3/4'=I'-0'
RE -ENGINEERED TRU55
' GYPSUM BOARD OR
° HIGH STRENGTH CEILING
BOARD
2x TOP PLATE
GYPSUM WALL BOARD
2x WOODS STUDS 6 24' O.C.
(51ZE PER PLAN)
-SECURE BOTTOM PLATE TO
SLAB w/ 10d MASONRY
NAILS m 32' O.C. MAX
CONCRETE SLAB
(SEE FOUNDATION PLAN FOR
51ZE AND REINFORCEMENT)
Q
INTERIOR NON —BEARING WALL
w00D STUDS
SCALE: 3/4'=I'-0'
/-PRE-ENGINEERED TRUSS
' GYPSUM BOARD OR
HIGH STRENGTH CEILING
\—
BOARD
3 %' TOP CHANNEL (25 GAUGE)
TOP CHANNEL TO TRU55 w/
DRYWALL SCREWS (EACH TRUSS
or 24' O.C. MAX)
-�' GYPSUM WALL BOARD
3 %$ METAL STUDS (25 GAUGE) 9
24' O.0 w/ FULL LENGTH LAYER OF
1/2' TYPE GYPSUM WALLBOARD,
ATTACHED TO EACH 51DE a 12' O.C.
3 %a' BOTTOM CHANNEL (25
GAUGE) BOTTOM CHANNEL TO
SLAB w/ 10d x IN MIN. MA50NRY
NAIL w/ WASHER 9 32' O.C. MAX.
C(SEONCRETE SLAB
IE FOUNDATION PLAN FOR
51ZE AND REINFORCEMENT)
NOTE:
STUD GAUGE 15 HEIGHT SPECIFIC. CONSULT
w/ MANUFACTURER ON 5TUD HEIGHT LIMITS.
INTERIOR NON —BEARING WALL
METAL STUDS SCALE: 3/4'=I'-0'
' TEXTURED CEMENTITIOU5 U REBAR VERTICALLY IN CONC. POURED
COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN)
C92(o) OVER CMU� ' CMU BLOCK
P MOLDING AROUND
` (PER MANUFACTURER'S PECIF CATIONS)
2x6 P.T. WOOD STUD SECURED TO FILLED
Tw CELL w/ (3)Y' x 9' ANCHOR BOLTS w/ 2'
GALVANIZED STEEL TRACK BRACKETS WASHER SET IN 6IMP50N or USP HIGH
(BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT)
PER MANUFACTURER'S SPECIFICATIONS
r MIN. 5LIDE "VERHEAD GARAGE DOOR (BY OTHERS)
Roots ALVANIZED STEEL VERTICAL TRACK
B SECTION (BY OTHERS - INSTALLED PER
SCALE: Ws. MANUFACTURER'S SPECIFICATIONS)
A R C H IT 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
�IIII"'lll
SVHDIV. & LOT:
OAKLAND
LAKE
(LOT #69)
MODEL:
1452
XXX00-01
PROJECT#:
R5025.069/00001
PAGE:
SECTIONS/
DETAILS
160 MPH EXP. C
ARCHITEC
STATE OF FLORIDA
DA'I%: 12 /1 O /18
I SCAT :1/4"=1'-0"'
SHEET
D4
PREFORMED
CONTROL JOINT
FLANGE OF CONTROL JOINT5 TO BE WIRE TIED
TO LATH s 9" O.C. MAX (VERT.).
NOTE: DO NOT FASTEN CONTROL JOINT TO
WALL EVEN IF 5TUD EXISTS BEYOND EXCEPT
STAPLES W/ %s" LEG MAY BE U5ED TO TEMP,
SECURE CONTROL JOINT DURING IN5TALLATION
TEMPORARY STAPLES TO BE REMOVED AFTER
IN5TALLATI0N
FA5TENER5 TO BE 5PACED
1" O.C. MAX VERTICALLY
LATH SHALL NOT BE CONTINUOU5 THROUGH
CONTROL JOINTS BUT SHALL BE 5TOPPED AND
TIED AT EACH 51DE, PER A5TM C1063 1.10.1.4
NOTE:
1. FA5TENER5 FOR LATH TO BE NAILS OR
5TAPLE5 IN COMPLIANCE W/ A5TM C1063
2. WIRE TIES TO BE (NO. la) 0.0415" WIRE
3. BLOCKING SHOWN MAY BE IN ADDITION TO
WALL 5TUD5 REQUIRED PER PLAN
CUT TWO PIECES OF FORM FLASH I —
APPROX. 6" LONGER THAN THE
WIDTH OF PIPE OPENING
LOCTITE 5PRAY ADHESIVE DIRECTLY
TO 055 AROUND PENETRATION
I" OR LE55 PIPE PENETRATION
5TARTING WITH THE BOTTOM
HALF OF THE PIPE, REMOVE (:
THE RELEASE LINER AND FOLD
THE FORM FLASH 1 IN HALF
(LENGTH W16E WITH ADHESIVE
TO THE EXTERIOR)
ALIGN THE PROTECTO FORM FLASH 1
WITH THE CENTER OF THE PIPE. ADHERE
FORM FLASH I TO THE BOTTOM HALF OF
THE PIPE AND WRAP AROUND THE PIPE.
PER FBC R103.1.1
EXTERIOR LATHING AND PLA5TERING
EXTERIOR U5E OF PORTLAND CEMENT PLA5TER
5HALL COMPLY WITH THE APPLICATION
REQUIREMENT5 OF A5TM C 926-12A.
IN5TALLATION OF EXTERIOR LATHING AND
FRAMING SHALL COMPLY WITH A5TM C 1063-12A
STEP 1
IN5TALL FA5TENER5
(CLIPS, STRAPS, 5TAPLE5)
A5 REQUIRED TO SECURE
PIPE/ WIRE TO FRAMING
PIPE PENETRATION DETAIL
3 SCALE: N.T.S.
a" THICK, 3 COAT CEMENT
PLASTER
WRB LAYER #2, FORTIFIBER BUILDING
PAPER (OR APPROVED EQUAL)
APPROVED METAL LATH FA5TENED
al" (VERT.) O.C. MAX AT 5UPPORT5
WRB LAYER #11 5TUCCOWRAP
(OR APPROVED EQUAL)
WOOD 5HEATHING
I.
TO J'
SAP M1N. PROTECTED FLASH TAPE
TO 5' 6' TO a'
91N. MIN.
BEHIND CONTROL JOINT
PROVIDE 2X4 BLOCKING PLACED
FLAT MAX. 6" TO 8" FROM CONTROL
JOINT WHEN CONTROL JOINT FALLS
ON STRUCTURAL 5TUD
TYPE "M" CONTROL JOINT
1 SCALE: V.S.
NOTE: APPLY SEALANT AT "M" CONTROL
JOINT END TO END CONDITION5
1 U5E FINGERS TO MOLD THE REMAINING HALF OF THE
FORM FLA5H I TO THE 5HEATHING, MAKING SURE THE
FORM FLA5H 1 15 TIGHT TO THE PIPE AND TO THE
\ SHEATHING WITH MINIMAL AIR POCKET5 OR BUBBLES.
TAKE 5ECOND 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
PRE55ED DOWN TIGHT TO THE
PIPE AND 5HEATHING.
SECTION
TAPE WRB LAYER 11,
STUCCOWRAP (OR APPROVED
EQUAL) DIRECTLY To 5HEATHING
WRB LAYER #2, FORTIFIBER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
PROTECTO FORM FLA5H 1
CONFORMABLE AIR/VAPOR
BARRIER TAPE DIRECTLY
TO SHEATHING
LOCTITE SPRAY ADHESIVE
DIRECTLY TO 055 AROUND
PENETRATION
ELA5TOMERIC COATING
(OR APPROVED EQUAL)
OVER STUCCO/ C.Y. FIN15H
(5EE TYP WALL SECTION)
NOTE:
SIDE LAP5 OF METAL PLASTER BASES
5HALL BE SECURED TO FRAMING
MEMBERS. THEY SHALL BE TIED BETWEEN
5UPPORT5 WITH 0.0415-IN. (I2I-MM) WIRE
AT INTERVALS NOT MORE THAN 9"
(229-MM). A5 PER A5TM C1063 1.8.1.
NOTE:
FOR REPAIR OF TEAR5 IN WRB LAYER5,
TEARS MAY BE PATCHED PEEL 8 STICK
WOOD STU
5HEATHI
WRB 01 TAPED T,
SHEATHING w/ WI
#2 OVER TOP. WF
#2 TO BE LAPPE_
VERTICALLY 6" MIN.
5TUCC0 OVER
METAL LATH. METAL
LATH TO HAVE I"
VERTICAL LAP MIN,
HORIZONTAL LATH
& PAPER DETAIL
PORTIF15ER BUILDING
PAPER (OR
APPROVED EQUAL)
PAPER LAP
2 SCALE: NTS.
WOOD 5HEATHING
WATER RE515TIVE BARRIER
LAP SIDING (PER BUILDER)
WEEP 5CREED
MINIMUM CLEARANCE
(PER MANUF. 5PEC5)
5"Xl" CONTINUOU5 GALV. METAL
5TEP FLASHING (NAIL TO ROOF
DECK, NOT WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL
ADHERED 5HINGLE5 TRIMMED
TO COVER FLA5HING STRIP
FLASHING
4 SCALE: N.TS.
NOTE:
APPROVED BUILDING WRAP SHALL BE LAPPED A
MINIMUM OF 6" 'm VERTICAL LAP5 (ROLL END5) 4
6" 6 HORIZONTAL LAP5.
LATH VERTICAL
LAP TO BE I"
METAL LATH
TAPE WRB LAYER
#1, 5TUCCOWRAP
(OR APPROVED
EQUAL) DIRECTLY
TO 5HEATHING
1' MIN LATH
LAP, 4' OVER
ALL LAP
VERTICAL LATH
& PAPER DETAIL
STUCCO
$" THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER #2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
TAPE WRB LAYER #I,
5TUCCOWRAP (OR
APPROVED EQUAL)
DIRECTLY TO SHEATHING
INGFND
DRAINAGE PLANE
(WRB LAYER 01,
5TUCCOWRAP OR
APPROVED EQUAL)
WRB LAYER #2
(FORTIFIBER
BUILDING PAPER OR
APPROVED EQUAL)
SHEATHING
METAL LATH X X X X
STUCCO
WOOD SHEATHING /
5ELF-ADHE5IVE
FLA5HING
NOTE:
METAL LATH: LATH TO BE PER
FBC R103.1.1 / A5TM C-841-09,
MIN, 2.5 L55. PER 50. YARD
(UTILITY OR NOMINAL LATH DOE5
NOT MEET 5PECIFICATION5)
WRB: WATER RE516TIVE BARRIER
A R C H IT E C T S
Design
p
1 oupPlnc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abd esigngro u p. co m
AA #: 0003325
�III'IIIIII
�ommmmoJ
svBDIV. 8e LOT:
OAKLAND
LAKE
(LOT #69)
MODEL:
1452
XXX00-Ol
PROJECT#:
R5025.069/00001
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHTECT--
STATE OF FLORIDA
3EC 1 0
A E: 12/10/18
ALE: 1 /4"=1' — O"
VV AI
TEXTURED CEMENTITIOU5
WRB LAYER #1, 5TUCCOWRAP (OR APPROVED COATING
x: EQUAL)
r,; WOOD SHEATHING -
WRB LAYER 12, FORTIF15ER BUILDING I;;4:� — _
PAPER (OR APPROVED EQUAL)
1 VENT CAP 15 TO S T IN CONTINUOUS OF
TRICK 3 GOAT
x, BE E BED
# �.
CEMENT PLASTER WRB LAYER 1, 5TUCCOWRAP (OR APPROVED SEALANT. PREMANUF. DRYER VENT CAP
EQUAL) TAPED DIRECTLY TO SHEATHING ONE -PEKE HOODED VENT ATTACHED PER MANUF. (5ET IN CONT. SEALANT)
LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS
STEP FLASHING NAILING FLANGE, STOP WRB APPROX. 1 APPLY SEALANT AT PERIMETER OF
OVERLAPS KICKOUT 1 y" ABOVE SHINGLES X NON -MOVABLE FRAME AND STUCCO ON ALL [l SEALANT a ALL SIDES
DIVERTER I" MIN.°~
_.: SELF -ADHERING FLASHING '"` SIpES,y° SEALANT e JOINT5 ALL AROUND
$" THICK, 3 COAT CEMENT PLASTER
STEP FLASHING METAL LATH 66 DRYER VENT BLOCK
z
DRYFLEKT KICKOUT DIVERTER WRB LAYER 02, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
BUILDING PAPER
DRYER VENT (FRAME) OVER "QUICK FLASH° -
FELT UNDERLAYMENT vA SCALE: N.TS.
PIPE THROUGH WALL PER FBC R103.1.1
5HINGLE ROOFING EXTERIOR LATHING AND PLASTERING
DRIP EDGE: OVERLAP 3", -FASCIA WRAP
EXTEND I/2" BELOW BUILDING PAPER EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL
COMPLY WITH THE APPLICATION REQUIREMENTS OF
SHEATHING, MECHANICALLY
UNDER "QUICK FLASH" A5TM C 926-12A.
FASTEN 4" O.C. MAX. (-A-)VENT PENETRATION INSTALLATION OF EXTERIOR LATHING AND FRAMING
scaLE: rLrB.
SHALL COMPLY WITH A5TM C 1063-12A
WOOD SHEATHIJMN-
WRB LAYER #2, FORTIF15ER LEGEND
WOOD WRB LAYER #I, BUILDING PAPER (OR DRAINAGE PLANE
CONSTRUCTION 5TUCCOWRAP (OR APPROVED EQUAL) (WRB LAYER #I, 5TUCCOWRAP
NOTE: WOOD APPROVED EQUAL)METAL LATH OR APPROVED EQUAL
INSTALL KICKOUT FLASHING KICKOUT DETAIL
AT BOTTOM OF ROOF 8 WALL 5 BGALE:rLrB. SHEATHING WRB LAYER 12, WO.�
FORTIFIBER CONSTRUCT�/8 TEXTURED FINISH WOOD WRB LAYER #2
INTERSECTIONS BUILDING PAPER (OR 8" FASTEN TO WOOD STRUCTURAL (FORTIFIBER BUILDING PAPER
MEMBER e 7" O.C. MAX OR APPROVED EQUAL)
APPROVED EQUAL) 5 "
AREA TO RECEIVE 1 COAT OF 5HER-CRETE �„ /s TO /8 MID -WALL METAL LATH X X X X
FLEXIBLE CONCRETE WATERPROOFER or 1 — a THICK, 3 COAT CEMENT WEEP SCREED
WOOD FRAMED PLASTER 6" WIDE STRIP SELF STUCCO
SCRATCH COAT PRIOR TO ELEC. METER _
INSTALLATION WALL %$" TO 1/5' MID -WALL ADHERING FLASHING, CLEAN WOOD SHEATHING
WEEP SCREED MA50NRY BEFORE APPLYING SELF-ADHESIVE FLASHING
1 (PER 3/WAU 6" SELF -ADHERING FLASHING TEXTURED FIN15H 6 MA50NRY
HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE:
FRAME TO FRAME FRAME TO BLOCK)METAL LATH: LATH TO BE PER FBC R703.1.1 / A5TM
ELEC. METER FIELD VERIFY / ti SCALE: NTS. SCALE: N.T.S. C-041-091 MIN, 2.5 LBS. PER 5Q, YARD (UTILITY OR
LOCATION NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP SCREED END TO ENp JOINTS
ELEC. METER FIELD VERIFY LOCATION
_ CUT ENOUGH PROTECTO FORM
SEALANT ON TOP 4 511DE5 ONLY FLASH 1 PIECE5 TO COVER BOX 4" NOTE: ATTACH PER
PAST EACH 51DE. STARTING AT THE MANUF. SPECIFICATIONS
0TTOM OF THE OX REMOVE B 0 E B RE E
RELEASE LINER AND APPLY MAKE AN "X" CUT THROUGH PUSH THE PROTECTO FORM
CAVITY TO BE FILLED WITH RIGID PROTECTO FORM FLASH 1 IN A THE PROTECTO FORM FLASH I FLASH 1 INTO THE OPENING
POLYMERIC 150CYANATE-POLY5LEND SINGLE FA5HION TO COMPLETELY NT AND ADHERE TO THE
IN TH GE ER OF TH OX
E EB
FOAM CGREAT STUFF" OR 51MILAR) COVER THE BOX. OR OUTLET OPENING INTERIOR OF THE BOX.
EXTEND ING TO NO CLO5ER
WOOD 5HEATHING THAN 1' TO CORNER.
STEP 1 STEP 2 STEP 3
C° WRB LAYER *, 5TUCCOWRAP
APPLY SEALANT AT TOP (OR APPROVED EQUAL) — ELA5TOMERIC COATING
511DE5 OF ELEC. METER BOX PROTECTO FORM FLASH I (OR APPROVED EQUAL)
AFTER STUCCO INSTALLATION SELF ADHERING FLASHING APPLY E-Z BEAD ° ° OVER STUCCO/ C.V. FINISH
FLASH OPENING WITH PROTECTO FORM FLASH 1 APPLY 60 MIN GRADE 'D' FELT (OR APPROVED EQUAL) 'o (5EE TYPICAL WALL
SELF ADHERING FLASHING PER FLASHING OVER SELF -ADHERING FLASHING q OVER 60 MIN GRADE 'D" SECTION)
ELECTRICAL CONDUIT METHOD A5 DE5CRIBED IN DETAIL 3 OF WAI OVER APROVED HOU5EWRAP FELT -PROVIDE SEALANT o; ° ° °,o METAL LATH
PENETRATION PIPE PENETRATION DETAIL AT ALL JOINTS AND ° ° • ° • °
8 SCALE: N.T.S. APPLY I COAT OF 5HER-CRETE FLEXIBLE CONCRETE WRB LAYER 02, FORTIF15ER INTER5ECTION5 EXTERIOR
WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR ELECTRICAL RECEPTACLE
OR METER CAN COMBO OR METER CAN AND D15CONNECT APPROVED EQUAL) STEP 4 STEP 5 scaLE:rtrB. (FRarEC"T) STEP 6
A R C H I T E C T S
Design
p
1 ou li Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-607S
FAX:407-7744076
www.abdesigngroup.com
AA #: 0003325
�'lllll'Ill.
L
p�mq�0000J
G
8
C6
E
t
L
SUBDIV. 8e LOT:
OAKLAND
LAKE
(LOT #69)
MODEL:
1452
XXX00-01
PROJECT*:
R5025.069/00001
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
WOOD 5HEA
WOOD CONSTRUCTION
%" HAT CHANNEL W/ %11
TYPE "X" DRYWALL
WOOD 5HEATHING
WRB LAYER #1,
5TUCCOWRAP (OR
APPROVED EQUAL)
8" THICK, 3 COAT -
CEMENT PLASTER
WRB LAYER #1,
5TUCCOWRAP
(OR APPROVED EQUAL)
AMIGO AM66-WFWC-l80
CUSTOM CASING BEAD
(OR APPROVED EQUAL)
DO NOT CAULK OR
SEAL GAP
WRB LAYER 01, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 12, PORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
$" THICK, 3 COAT CEMENT
PLASTER
AM(o6-WFWC--180 CUSTOM CA51NG
BEAD (OR APPROVED EQUAL)
WRB LAYER #I, STUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
(o" SELF-ADHEREING FLASHING
WRAPPED a CORNER OF CANTILEVER
BAP x• 1, X�. AMICO AM66-WFWC--180 CUSTOM
CASING BEAD (OR APPROVED EQUAL)
(W/OPT. WEEPS)
CASING BEAD DETAIL C CANT.
LEGEND
DRAINAGE PLANE
(WRB LAYER 111, 5TUCCOWRAP
OR APPROVED EQUAL
WRB LAYER #2
(FORTIFIBER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH
5TUCCo
WOOD SHEATHING
5ELF-ADNE5IVE FLASHING
X X X X
VINYL (O APPROVED -
EQUAL) CA51NG BEAD
5/0" TYPE "X" DRYWALL
W/TEXTURED 4 PAINTED FINISH
8" TNICK, 3 COAT CEMENT
PLASTER
VINYL (OR APPROVED
EQUAL) CORNER BEAD
VINYL (OR APPROVED EQUAL)
CA51NG BEAD
NOTE:
METAL LATH. LATH TO BE
PER FBC R103.1.1 / A5TM
C-541-09, MIN. 2B L55. PER
50. YARD (UTILITY OR
NOMINAL LATH DOES NOT
MEET SPECIFICATIONS)
WOOD CONSTRUCTION
WEATHER RESISTIVE
BARRIER #1
WEATHER RE515TIVE
BARRIER #2
$" THICK, 3 COAT CEMENT PLASTER
METAL LATH
WOOD SHEATHING
HEADER/BEAM
VINYL CORP. (OR APPROVED EQUAL)
4" P051TIVE DRAIN WEEP SCREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
&RcRTP EDGE INSTALLATION
NtS.
2x FRAMING MEMBER
" THICK, 3 COAT CEMENT PLASTER
CORNER BEAD FASTENED
5NEATHING @ 1" O.C. MAX.
TO
WRB LAYER 111, 5TUCCOWRAP
(OR APPROVED EQUAL)
WOOD SHEATHING
METAL LATH
WRB LAYER 12, FORTIFIBER BUILDING
PAPER (OR APPROVED EQUAL)
qACORNER BEAD C FRAME
(�ti &GALE: NiB.
CORNER BEAD
(FASTENER 4 SPACING 6 1" O.C.)
CMU
%' THICK, 3 COAT CEMENT PLASTER
APPLIED DIRECTLY TO CONCRETE
MA50NRY UNIT
� CORNER BEAD C BLOCK
1 Fr1J SCALE: N.t3.
A R C H IT E C T S
Design
p
DU Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
�III"IIIII
�o��voovmm�
svBDIV. ee LOT:
OAKLAND
LAKE
(LOT #69)
MODEL:
1452
xxxoo—o1
PROJECT#:
R5025.069/00001
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHPTECT-
STATE OF FLORIDA
DEC A 20418
12/10/18
/S¢ALE: 1/4"=1'—O" 1
V V A3
WOOD SHEATHING WOOD SHEATHING
WRB LAYER #I, STUCGOWRAP WRB LAYER #1, STUGCOWRAP
(OR APPROVED EQUAL) (OR APPROVED EQUAL) s" THICK, 3 COAT CEMENT
WRB LAYER #2, FORTIF15ER WRB LAYER #1, STUCCOWRAP WRB LAYER 12, FORTIFIBER WOOD SHEATHING PLASTER
BUILDING PAPER y; GAP TYF
BUILDING PAPER (OR (OR APPROVED EQUAL) 1X TRIM MEMBER STUCCO CASING BEAD METAL LATH
O TRIM
APPROVED EQUAL) WOOD SHEATHING (OR APPROVED EQUAL) WRB LAYER #1 STUCCOWRAP TO SIDING TRANSITION
' METAL LATH (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER
METAL LATH WRB LAYER #2, FORTIFIBER SIDING BUILDING PAPER
s" THICK, 3 COAT BUILDING PAPER (OR $" THICK, 3 COAT CEMENT WRB LAYER #2, FORTIF15ER (OR APPROVED EQUAL)
CEMENT PLASTER APPROVED EQUAL) PLASTER BUILDING PAPER WOOD SHEATHING
6"SELF-ADHERING METAL LATH VINYL (OR APPROVED EQUAL) (OR APPROVED EQUAL)
FLASHING 71
TNIGK, 3 COAT ANGLED CASING BE xl' METAL LATH
(EXPLODED s"S F-A H ING FLASHING " (EXPLODED ?' THICK 3 COAT
DRIP CAP VIEW FOR CEMENT PLASTER EL p ER L HING viEw FOR a
CLARITY) DRIP CAP CLARITY) CEMENT PLASTER
WINDOW FLANGE WINDOW FLANGE
WRB LAYER #1, STUCCOWRAP # LWRB LAYER #I, STUCCOWRAP
WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) # (OR APPROVED EQUAL)
(OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER I, STUCCOWRAP
WRB LAYER #2, FORTIF15ER BUILDING (OR APPROVED EQUAL) CASING BEAD
PAPER (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING 6" SELF ADHERING
METAL LATH PAPER (OR APPROVED EQUAL) FLASHING OR PEEL $STICK
$" THICK, 3 COAT METAL LATH SIDING TO STUCCO
CEMENT PLASTER a" THICK, 3 COATCASING BEAD
6" SELF -ADHERING CEMENT PLASTER
FLASHING / h"SELF-ADHERING
DRIP CAP/ FLASHING WOOD SHEATHING
WINDOW FLANGE ---"*'DRIP CAP
CASING BEAD @ WINDOW CASING BEAD @ WINDOW WINDOW FLANGE METAL LATH
EFRAME, NO BAND 13B S E: FRAME, W BAND WRB LAYER #I STUCCOWRAP Woo S
13A scAL: rLTs.
(OR APPROVED EQUAL) p SHEATHING
LEGEND WRi5 LAYER #2, FORTIF15ER BUILDING WRB LAYER #I, STUCCOWRAP
PAPER (OR APPROVED EQUAL) x{ (OR APPROVED EQUAL)
DRAINAGE PLANE WRB LAYER #2, FORTIF15ER
(WRB LAYER #1, STUCCOWRAP $" THICK, 3 COAT 1]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
a THICK, 3 COAT CEMENT
OR APPROVED EQUAL) (EXPLODED PLASTER
METAL LATH X X X X VINYL (OR APPROVED EQUAL) ; VIEW FOR
CASING BEAD CLARITY)
STUCCO
WOOD SHEATHING CASING BEAD @ RAISED
SELF-ADHESIVE FLASHING
C� BAND FRAME
1 v NOTE: /SCALE: N.T.S.�/
METAL LATH: LATH TO BE PER FBG R103.1.1 / ASTM
C-841-091 MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR
NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
8" THICK, 3 COAT 8" THICK3 COAT CEMENT
CEMENT PLASTER ,PLASTER
SEALANT y. ING BEAD
TYP
OMETAL LATH METAL LATH
TO WINDOW SEALANT
TO WI
WRB LAYER #2, FORTIF15ER BUILDING
WINDOW FRAME PAPER (OR APPROVED EQUAL)
WOOD SHEATHING WINDOW FRAME WRB LAYER #2, FORTIF15ER
/ BUILDING PAPER
(OR APPROVED EQUAL)
WRB LAYER #I, STUCCOWRAP —7 E-Z BEAD VINYL (OR
(OR APPROVED EQUAL) __ APPROVED EQUAL) CASING
6" WIDE PEEL 4 STICK (W/Ys" FLEXIBLE PVC BACKER
WINDOW FLANGE OVER FLANGE ROD INCLUDED)
2X FRAMING MEMBER E-Z BEAD VINYL 2X FRAMING WRB LAYER 01, STUCCOWRAP
(OR APPROVED EQUAL) CASING MEMBER (OR APPROVED EQUAL),
BUILDING WRAP (W/YS" FLEXIBLE PVC BACKER ROD WRAPPED AROUND FRAMING
INCLUDED) MEMBER /
APPLY FULL BED OF (0" SELF ADHERING FLASHING
SEALANT BETWEEN
WOOD SHEATHING
FLANGE 4 BUILDING WRAP DETAIL EXPLODED FOR
CLARITY
CmEZEBEAD WINDOW CASING
scAl , rLt6.
A R C H IT E C T S
Design
1 o u p`Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www. a bdesigngrou p.com
AA #: 0003325
r
�
�IIIIIIIIN
`epomemo�
SVBDIV. 8e LOT:
OAKLAND
LAKE
(LOT #69)
MODEL:
1452
XXX00-01
PROJECT#:
R5025.069/00001
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
DEC Ill 2018
E: 12/10/18
SCALE: 1/4"-1'-0"
SHE�E��T� /�
V V A `�I—
CUT HOUSEWRAP AT
450 ANGLE
MODIFIED "I" CUT IN
HOUSEWRAP
LINE OF WINDOW OPENING
APPROVED HOUSEWRAP
OVER SHEATHING OVER WE)
STUD WALL
STEP 1
WINDOW FLASHING
INSTALLATION DETAILS
8 FULL WRAP
1 SCALE: rLTs. (FRAME)
APPLY OSI H2U (OR
EQUAL) SEALANT A
WINDOW/CMU JOINT.
FLUID APPLIED
FLASHING (LANCO
WHITE -SEAL RC-86D
OR EQUAL),
SLOPE SILL
TO EXTERIOR
TEMPORARILY FOLC to
SECURE HOUSEWRAf
"P UNDER) at
FOLD HOUSE
IN AT JAMBS
SLOPE SILL R.
EXTE
INSTALL 6" SELF -ADHERING
FLASHING OVER NAILING
FLANGE AT JAMBS
EXTEND FLASHING MIN 1"
BELOW SILL FLEXIBLE
FLASHING
DO NOT SEAL BOTTOM FIN
ALIGN FLEXIBLE
SELF -ADHERING
45HING W/ INT. EDGE
OF SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGES. (CAP NAILS,
STAPLES)
STEP 2 INSTALL SELF -ADHERING
FLEXIBLE FLASHING AS THE
FLASHING AT THE SILL
01 r, r u
NOTE:
1. IT IS THE CONTACTORS RESPONSIBILTY
TO VERIFY THE COMPATIBILITY OF ALL
PRODUCTS INCLUDING HOUSEWRAP,
SEALANTS 8 SELF -ADHERING FLASHING
MATERIALS USED DURING
CONSTRUCTION.
(o" SELF -ADHERING
OVER VINYL HEAD
G (WITH END DAMS)
NAILING FLANGE
EXTEND
SELF -ADHERING
FLASHING 1" MIN
BEYOND JAMB
FLASHING
INSTALL VINYL
DRIP CAP
APPLY 3is" NOM. CONTINUOUS
BEAD OF SEALANT AT JAMBS
AND HEAD or APPLY TO BACK
OF WINDOW NAILING FLANGE IN
LINE W/ PRE -PUNCHED HOLES
OR SLOTS.
SUPER STRETCH
BUTYL FLASHING
STEP 3 L-8" VERT. END
DAMS REQ'D. AT
EACH END OF SILL
01bf r
MIN. TEXTURED
EMENTITIOUS COATING
VER BLOCK
J5EWRAP DOWN 4
DIAGONAL CUT 4
DEAD OF WINDOW
MIN. TEXTURED
EMENTITIOUS COATING
VER BLOCK
STEP 4
STEP 8
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
ENDS OF SILL DAM
1 INSTALL WINDOW PLL
LEVEL AND SQUARE f
MANUFACTURERS WRIT
INSTRUCTI
APPLY MEMBRANE
FLASHING OVER JOINT
INSTALL 6" WIDE ADHESIVE
BACKED FLEXIBLE FLASHING
MATERIAL OVER DRIP CAP JOINT
(PROTECTO-WRAP BT-20XL
OR APPROVED EQUAL)
3" MIN. TEXTURED
�EMENTITIOUS COATING
�)VERFRAME
STEP 5
U 1.ul tJ
3" MIN. TEXTURED
�EMENTITIOUS COATING
�)VERFRAME
2. INSTALL ALL MATERIALS PER
MANUFACTURERS WRITTEN STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME STUCCO OVER FRAME
SPECIFICATIONS 4 WARRANTY (MIN. THICKNESS e") (MIN. THICKNESS e") (MIN. THICKNESS e") (MIN. THICKNESS")
REQUIREMENTS. SIDING LOOK SIDING LOOK
ORLANDO/TAMPA ORLANDO/TAMPA
WARNING: SEALANTS AND SELF ADHERED S. FLORIDA S. FLORIDA S. FLORIDA S. FLORIDA
FLASHING MAY REACT ADVERSELY IF NOT
COMPATIBLE.
MINIMUM STUCCO THICKNESS
19 NOTE: SCALE: RTA
SEAL INTERIOR PERIMETER OF WINDOW
WITH SEALANT
A R C H IT E C T S
Design
ro u p`Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6075
FAX:407-774-4075
www.abdesigngroup.com
AA #: 0003325
�IIII"IIII
Lo��omovo��
E
8
E
O
t
c
svBDIV. & LOT:
OAKLAND
LAKE
(LOT #69)
MODEL:
1452
XXX00-01
PROJECT#:
R5025.069/00001
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHrrECT-
STATE OF FLOPoDA
DEC yIX'61B
DATE: 12 /1 O /18
CALF: 1/4"=1'-0"
SHEET
" n.L9
F
—RUMILISS R By` rim
TRUSS BEARING I (EIGHT SCHEDULE 2x4 MINIMUM TOP andIBOT OMDuiuCHOR S
PLUME( CUT OVERHANG
---- 4 1/16" HEEL HEIGHT
------ I 8 r_ 8 n
. � J
t\\x\ax"
5�
40'-0"
J5
—
b
—
-
_ N
IV
81
B2
—
a
—
b
-
J2
ii
I
B2
-
r
-
—
N
-1
L
G�
JI
J3
J5
ABC
A]
Alb
A5
A4
Al
_ ROOF PLAIN _
SCALE: 3/16 = 1'-0" ELEVATION "B"
0.
81,
BRG.
ALL CEILINGS ARE FLAT AT BEARING 1IEIGIIT
TYPICAL TRUSS END DETAIL
HANGERS TO BE USED
(Simpsoll) Or (USp)
U I-IUS26 HUS26---
OC I-IGUS26--2 QC TFIDH26--2
(E� fIGUS2.6--3 (D 111DI'126-3
f.� RT16A NOTE:
O CONNECTION DY BUILDER YOUR SIGNATURE WILL ACKNOWLEDGE:
— " 1) AUTHORIZATION FOR FABRICATION,
2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS,
AND TRUSSES. TRUSSES WILL BE MADE IN
STRICT ACCORDANCE WI IN THIS PLACEMENT PLAN.
3) RECEIPT AND USE OF "HIS-91 Summary Sheet
COMMENTARY and RECOMMENDATIONS for HANDLING,
INSIALLING & BRACING METAL PLATE CONNECTED
WOOD TRUSSES" (TPI).
4) NO BACK CHARGES OR CRANE CHARGES OF ANY
KIND WILL BE ACCEPTED UNLESS SPECIFICALLY
A111110RIZED IN WRITING BY TRUSS PLANT MNGMT•
-
.
TITLE
DATE
All spacing is 24" O.C., except as noted.
All walls shown are bearing, except as noted.
All valleys calculated with sheathing under.
Number of girder plies to be determined by engineering.
DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE.
Labeling trusses is a service, not a requirement. Engineered
drawings supersede labeling of trusses. It is the responsibility
Of the builder to utilize engilteeled drawings when erecting -[fusses..
_ WARNING
ERECTION BRACING 15 NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER,
NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK
PROFESSIONAL ADVICE REGARDING EREC11ON BRACING WHICH IS ALWAYS REWIRED TO
PREVENT TOPPLING AND DOMINOING DURINO ERECTION; AND PERMANENT BRACING WHICH
MAY BE REQUIRED IN SPECIFIC APPUCATIONS. SEE 'SCSI-BI Summary Sheet COMMENTARY
and RECOMMENDATIONS far HANDLING. INSTALUNG 3 BRACING METAL PLATE CONNECTED
WOOD TRUSSES' (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND
PLUMB POSITION WHERE NO SHEATHING IS APPUED DIRECTLY TO TINE 10P O1CR05; HIEY
SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESGE.
TRUSSES STALL BE HANDLED WIN REASOPIA13LE CARE DURING ERECIION TO PREVENT
DAMAGE.
PT� TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS.
E-1 TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE
CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL
REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO
HANGER IS SUPPLIED.
CON1RACtOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS.
MWFRS(low-rise)/C-C h)Urid Wind ASCE 7-10
Exposure Category : C Bldg Category : 2 Wind Design Velocity :160 MrN
Imp. Factor - 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : 15 ft.
Brto M BleAty Struct Eng 176051 2590 N, KINGS HIGHWAY FT. PIERCE FL 34951 (772) 464-4150
R
E
I SCANNED
S
0 BY
Trusses shown on this layout are a component partN St. Lade eounty
of the building and show truss locution. S
Proper erection, temporary and dhig designer
bracing dasigi ,;X)LY ��.�i.N T�,Ur� (772) 464-4160
are the responsibility of the build6lg designer or his engineer, �--
`���� / Lateral bracing shown on the individual truss drawings CQMPA MESS INC.
\ must be placed during the erection procedure, �-
_ 2590 N. Kings Highway Fort Pierce, FL 34951
JOB NO.: 5 61 CUSTOMER: �A
^( ��OMES
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6ESCRIP110N: RYA
ADDRESS.5S4 Oakland Lake Circle Plan — 1452 Elev. B cc
;. . SCALE. DALE: ORAYM BH DRAB1ND NUM90: C
SUBDIVISION: Oakland Lake 3/16"=1'-0" B 16 2018 dhC 1452-8
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