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3733 Hanworth Lp 18-2854 (a)66SEAGATE 910 VERSION#04 FOR: RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANE EXAMINER DATE SANFORD BUDDING D VIS10N A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE. CANCEL, ALTER OR SET _ ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER - REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE , COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection BUI, .ti ryanhomes.-co01 8 - 2 8 54 '�o - - yf r�T.1EN� • STATE of FLORIDA D_I`SIGN CRITERIA ABBREVIATIONS REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION SHEET # DESCRIPTION • FLORIDA BUILDING CODE RESIDENTIAL A/c AIR CONDITIONING LUM. LUMINOUS RYAN HOMES - ORLANDO (FBCR), 6TH EDITION(2017) ADJ. ADJUSTABLE M.C. MEDICINE CABINET CS COVER SHEET 4307 VINELAND ROAD, SUITE 102 ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM GN GENERAL NOTES ORLANDO, FL 32811 • ALL LOCAL AND STATE CODES BD. BOARD MTD. MOUNTED CL CENTER LINE MTL. METAL 1 ELEVATIONS CAB. CABINET N.T.S. NOT TO SCALE RYAN HOMES — TAMPA 2 FLOOR PLAN • OCCUPANCY — RESIDENTIAL, GROUP R3 CLG. CEILING O.C. ON CENTER 1409 TECH BLVD., SUITE 202 • CONSTRUCTION TYPE — VB CLF_ CLEAR PL PROPERTY LINE 3 FOUNDATION PLAN CONI. CONCRETE P.B. PUSH BUTTON TAMPA; FL 33619 •MIN. INTERIOR .FINISH — CLASS C OND, CONDENSER PH. PHONE 3A FOUNDATION DETAILS • BASIC WIND SPEED — VULT = 150 MPH CPT. CARPET PLT. PLATE 3B DOWEL PLAN — VASD = 116 MPH C.T. CERAMIC TILE PLYWD. PLYWOOD 3C I�II�I�.,I, PLAN (LOTrS) D. DRYER PR. PAIR • STATE OF FLORIDA • RISK CATEGORY — II DBL. DOUBLE P.T. PRESSURE TREATED • EXPOSURE CATEGORY — EXPOSURE C D.G. DUAL GLAZED R. RISER 3D LINTEL PLAN (CAST—CRETE) PROFESSIONAL ARCHITECT: DIM. DIAMETER RAD. . REETTURRNAIRGRILL 3E LINTEL PLAN (QUALITY PRE—CAST • 1—STORY RESIDENCE (Q ) JAMES CANTWELL 2 -STORY RESIDENCE MAX. HEIGHT AS PER DISP• DISPOSAL 4 ROOF FRAMING PLAN DP. DEEP REF' REFRIGERATOR LOCAL AND STATE CODES AR NO. 12079 DR. DOOR RM. Roots 5 ENTRY FRAMING DETAIL D.S. DOWNSPOUT R.O. ROUGH OPENING ELECTRICAL PLAN -WIND SPEED & EXPOSURE S UR E CATE G 0 RY DTL. DETAIL S.D. SMOKE DETECTOR 6 A.B. DESIGN GROUP, INC. D.W. DISHWASHER S.H. SINGLE HUNG D1 SECTIIONS/DETAILS 1441, NORTH RONALD REAGAN BLVD, T T EA. EACH SHT. SHEET BY C O M M V N I TY ELEV. ELEVATION SHTHG. SHEATHING D2 SECTIONS/DETAILS LONGWOOD, FLORIDA 32750 EQ. EQUAL SHWR. SHOWER SIMILAR D3 SECTIONS/DETAILS Fax: (40 7) 774-4078 Tel: (407 ) 774-6078 EXH. EXHAUST Sim.EXT. EXTERIOR SL. SLIDING D4 WINDOW SCHEDULE AYERSWORTH GLEN 150—B F.G./FX. FIXED GLASS SL. GL. SLIDING GLASS F.G. FUEL GAS STD. STANDARD WAl WALL ASSEMBLY DETAILS BAYBERRY WOODS 150-B FIN. FINISH TEMP. TEMPERED GLASS FLU. FLOOR THK THICK WA2 WALL ASSEMBLY DETAILS CARRIAGE POINT 150—B FLUOR. FLUORESCENT T.O.C. Tor of culla WA3 WALL ASSEMBLY DETAILS FR DR. FRENCH DOOR T.O.P. TOP OF PLATE WA4 WALL ASSEMBLY DETAILS CHAMPIONS RESERVE 140—B FTG. FOOTING T.O.S. TOP OF SLAB WA5 WALL ASSEMBLY DETAILS CREEK SIDE 140—B GA. GAUGE TYP. TYPICAL GAR DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED DRAWING / CONTRACT DOC V MENT CYPRESS PRESERVE 139—C G.F.I. GROUND -FAULT CIRCUIT OTHERWISE INTERRUPTER V.P. VAPOR PROOF HIGHLAND MEADOWS 140-B GL. GLASS W. WASHER REVIEW BY BUILDER GYP. BD. GYPSUM BOARD W/ WITH KENSINGTON RESERVE 140—B H.B. HOSE BIB WD. WOOD LAKES AT LUCERNE 140—B H.C. HOLLOW CORE WDw. Wm0W HDR HEADER W/H WATER HEATER THE BUILDER ASSUMES ALL LIABILITY FOR LUCAYA LAKE CLUB 150-C HGT.ORHT HEIGHT W.I. WROUGHT IRON - INTERPRETATION OF THE CONTRACT DOCUMENTS. INSUL. INSULATION MCCORMICK RESERVE 140—B INT. INTERIOR IF ANY ASPECT OF THE CONSTRUCTION (AS OCOEE PINES 140—B DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR ORCHID ESTATES 140—B S Q . FT. CALC ,' S AND IN NEED OF FURTHER DETAILING OR OSPREY LANDING 150—C EXPLANATION IN ORDER TO BUILD THIS PROJECT SERENOA 140-8 BASED ON THIS DRAWING SET, THE CORRECT SHADOW RIDGE 140—B LIVING 2034 SQ, FT. PROCEDURE IS FOR .THE BUILDER TO SUBMIT AGARAGE 429 SQ. FT, WRITTEN R.F.I. (REQUEST FOR INFORMATION). TO SOUTHFORK LADES 150—B ENTRY 3Q SQ_ FT. VICTORIA TRAIL 140—B THE ARCHITECT OR ENGINEER FOR CLARIFICATION. LANAI SS SQ. FT. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN THESE PLANS ARE DESIGNED AND ENGINEERED TOTAL 2581. SQ. FT. RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY FOR A WIND SPEED AND EXPOSURE CATEGORY OF _ MANNER. AB DESIGN GROUP TAKES NO 150-C RESPECTIVELY. IN THE CONDITION THAT RESPONSIBILITY FOR INTERPRETATIONS OP THIS. HOME IS BUILT IN A WIND SPEED AND - CONSTRUCTION BY. THE BUILDER WHEN NO BFI's EXPOSURE CATEGORY LESS THAN 150—C, PLEASE HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF REFERTO GENERAL NOTES SHEET (GN), SECTION THE CONSTRUCTION BASED ON THE DRAWING SET. TIMBER, NOTE 20 FOR EXTERIOR STUD- SPACING. A R C H I T E C T FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #28) MODEL: SEAGATE (VERSION#04) PROJECT#: 02997.000/028R1 PAGE: COVER SHEET ARCHITECT= STATE OF FLORIDA MAY 2 018 JAM C NTWELL A NO 079 rET : 5/24/18 E: OF GENERAL NOTES FRAME WALL HEIGHT @ 8'-0" CONCRETE 140MPH/B 140MPH/C 1 AL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL FBCR 6TH EDITION 2017 AND IN CONJUNCTION WITH A L 0 0 T S 0 T (FBCR), ( } SCE 7-10 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 , 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINI S L MUM AREA SHALL BE 8 FT. SQ. @ 16" O.C. @ 16" O.C. @ 12" O.C. @ 16" O.C. REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11, N/A 2x6 STUD SPACING 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; @ 16" O.C. @ 16" O.C. @ 16" O.C. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN 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 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. A. FLOOR LIVE LOADS (PSF) OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 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 Al SLEEPING ROOMS 30 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 STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 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 Al ATTICS W/ STORAGE 20 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE/4. 7. AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH Al ATTICS W/OUT STORAGE 10 3. 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. A.4. POOLROOMS 75 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1' PER 100' OF LINE WITH EVERY 10"F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST A.5. BALCONIES 40 BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. • 9. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING A.B. DECKS 40 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL Al. STAIRS 40 MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". , " , 3. CONDENSATION LINES SHALL BE MINIMUM /.PVC (SCHEDULE 40), INSULATED WITH /z, AMAFLEX. ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. A.B. ALL OTHER ROOMS 40 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED Y47. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' B. FLOOR DEAD LOADS PSF) 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -0N -GROUND WHERE 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING B.1. ALL AREAS 10 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. C. ROOF LIVE LOADS 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSUTPI 1-2007 NATIONAL DESIGN - iiv B. CONCRETE EXPOSED TO EARTH OR WEATHER: 13. STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED C.I. - MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017), TO L/240. 14. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD PSF) 15. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT D.1, FIBERGLASS SHINGLES 17 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). 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. POLYMER PAINT. D.2. CONCRETE TILES 25 MASONRY 6TH EDITION (2017) 16. E. WIND LOAD CRITERIA FIRE-RESISTANT CONSTRUCTION 17. CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL SE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL E.1. BASIC WIND SPEED VULT. =150 MPH, VASD =116 MPH 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. 1. UNDER STAIR PROTECTION: CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. E.2. E.3. EXPOSURE CATEGORY WIND DIRECTIONALITY FACTOR (KD) C 0.85 2. CONCRETE MASONRY UNITS SHALL BE GRADE 'N' TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE 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 E.4. INTERNAL PRESSURE COEFFICIENT (GC_p) 0.18 3, MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 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 (92.9MI. E.5. OPEN BUILDINGS 0.00 EXTERIOR FINISHES B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER E.6. ENCLOSED BUILDINGS . 10.18 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 21 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. F.I. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN INCH AND NOT MORE GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. THAN % INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES 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 ARE FOUND PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-0" WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 150MPH/B 15OMPH/C 160MPH/C 2x4 STUD SPACING @ 16" O.C. @ 16" O.C. @ 12" O.C. @ 16" O.C. @ 12" O.C. N/A 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING, 22. IN VENTED ATTICS BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. 1 N BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. PLUMBING BY BUILDER" NOTE ON COVER SHEET (CS). REINFORCING STEEL 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC. OR AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 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. 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1' PER 100' OF LINE WITH EVERY 10"F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. • 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH • CONDENSATION LINES SHALL BE MINIMUM'/: PVC (SCHEDULE 40), INSULATED WITH Y:" AMAFLEX. 10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". , " , 3. CONDENSATION LINES SHALL BE MINIMUM /.PVC (SCHEDULE 40), INSULATED WITH /z, AMAFLEX. INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). 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. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 12. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE A. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" iiv B. CONCRETE EXPOSED TO EARTH OR WEATHER: 13. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). B•1. #5, W31 OR D31 AND SMALLER 2. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: 14. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). C.1. #11 AND SMALLER 3�■ -BEAMS 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). D. &COLUMNS: 15. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1 yz" 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 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). 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) 16. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ELECTRICAL FIRE-RESISTANT CONSTRUCTION 17. CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 1. UNDER STAIR PROTECTION: GARAGES AND CARPORTS 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 A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH / GYPSUM BOARD, DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) FBCR, 6TH EDITION (2017) SECTION 3027 1. GARAGE DOOR 3, NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS A. ENGINEERED FOR 150 MPH MIN. WIND LOAD. 4. ° 75% OF LIGHTING MUST BE ENERGY EFFICENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. EXTERIOR FINISHES B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 5. 125 -VOLT, SINGLE-PHASE, 15- AND 20 -AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 2. AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS 6, OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 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. BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 3/8 INCHES THICK, OR 20 MINUTE FIRE RATED DOORS AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 - 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. 3. AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE 3. LATH & ACCESORIES PER ASTM -C -1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION 2017. ALL STUCCO APPLICATION DETAILS INCLUDING BUT NOT LIMITED TO: CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO INSTALLED FOR EACH MOTOR VEHICLE SPACE. OPENINGS INTO THE GARAGE. TIMBER - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - - "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS 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 - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/rINCH GYPSUM BOARD OR ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: - CASING BEAD DETAILS - DRIP EDGE DETAILS EQUIVALENT. A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) - CANTILEVER DRIP EDGE DETAILS - - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS SITE WORK B. NATIONAL FOREST PRODUCTS ASSOCIATION: - WINDOW FLASHING DETAILS B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: SHALL BE INSTALLED PER ASTM -C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. C.1: STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. E. APA - THE ENGINEERED WOOD ASSOCIATION ASTM -C-1063 THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. E.1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. 178 MM INTERVALS ALONG SUPPORTS PER ( ) SECTION 7.11.1.1 OF THE ASTM -C-1063 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL 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 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN MAINTENANCE THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY A. Fb =1,100 PSI Fv =175 PSI E =1,400,000 PSI PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR 4. 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 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 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. WITH ASTM D-1557. 5. 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. CONSTRUCTION OBSERVATION ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 6. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN y: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 1. CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. 6. ALL BOLTS SHALL HAVE MINIMUM 2' SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL PLACE IN 8" LAYERS AND COMPACT TO 95°!o 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. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 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 8. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 9. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) GREATER THAN 16' ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. EXCAVATIONS TO BE A MINIMUM OF 3' 0' BEYOND NEW FOOTING LINE. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8' OSB EXPOSURE -1 OR 5/8" CDX PLYWOOD OR 15/32' APA -RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. Ill. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE %: SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 12. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SHALL ONLY BE USED. SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD OR 15/32" APA -RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER - 13. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. MANUFACTURER SPECIFICATIONS. CONTROL DATE: 05/18/18 A R C H IT E C TS D Fn Gro u inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT #28) MODEL: SEAGATE (VERSION#04) PROJECT#: 02997.000/028R1 PAGE: GENERAL- .NOTES ENERAL- .NOTES ARCHITECT: STATE OF FLORIDA 2 01� MAY J ES NTWELL AR NO 12079 ATE: 5/24/18) SCALE: 1/4"=1'-0" SHEET 1 N OF%_J gni iiv SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT #28) MODEL: SEAGATE (VERSION#04) PROJECT#: 02997.000/028R1 PAGE: GENERAL- .NOTES ENERAL- .NOTES ARCHITECT: STATE OF FLORIDA 2 01� MAY J ES NTWELL AR NO 12079 ATE: 5/24/18) SCALE: 1/4"=1'-0" SHEET 1 N OF%_J S' WIDE RAISED BAND (TYP.) 12 12'-0' BRG. _ _ 5 HT.,sENTRY 4 BRG. HT. E, I I cfJ r- 4' WID;;p BA0'-0" FINSOE VENEER RAISED 1'-0" BAND 2 g" 2' (TYP.) +2 +3 2 01 KEYSTONE DETAIL 1 SCALE: 3/4"=V-00- 2N /4"=V-0'24' WIDE RAISED In SAND (TYP.) / STONE CAP STONE VENEER +3 �t i r Ami\ ice_ ■�V��A�y�®��drs� ATTIC VENT CALCS AREA OF ATTIC 2581 SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/300) 8.60 SQ.FT. REQUIRED VENTILATION AREA (8.60 x 144) 1,238.9 SQ.IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 1,238.9) 619.4 SQ.IN. OFF RIDGE VENTILATION AREA 115 SQ.IN./VENT SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 5.39 TOTAL # OF VENTS PROVIDED 6 REQUIRED SQIN VENTILATION IN TOP 1/3 OF ROOF 619 SQ.IN. REQUIRED LF OF SOFFIT VENTILATION 53 LF PROVIDED LF OF SOFFIT VENTILATION 81 LF 15RG. HT. E31RG. HT. BRG. HT. I-0" 5 I�4 12 2��� F— F— I I___ ---TEXTURED s EMENTITIOUS , COATING PER �_ (ASTM Cg26) cfl �`� 1�1�1-1�f � � 5 (TYP.) A R C H I T E C T S Desi n G ro u �nc. 1441 N. RONALD REAGAN BLVD. LONGWOODI FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �'—m" SIN. FLR.. � 7/ -— TEXTURED —TEXTURED CEMENTITIOUS TEXTURED CEMENTITIOU5 COATING PER (ASTM C1326) Lh � ELE"VATION- COATINCs PER (ASTM C926) TRIM DETAIL (TYP.) (TYP.) SCALE: 3/4'= 1'- 0' ELEVATION D cfJ c0 DECO BRACKET 12 OFF -RIDGE VENT OFF -RIDGE VENT OFF -RIDGE VENT 3 SCALE: 3/4'=fit-�" 12'-S' 5RG. Ht. 5 � ENTRY 6 ® RAISED BAND — (TYP.) BRG. HT. STONE VENEER I,-0" , 4 0) 4" 2' A AF 0'-0' FIN. FLR. TRIM DETAIL STONE- 4 SCALE: 3/4"=V-0' VENEER TEXTURED CEMENTITIOUS COATING PER (ASTM Cc326) (TYP.) SUBDIV. & LOT: KENSINGTON RESERVE (LOT #28) MODEL: SEAGATE (VERSION#04) PROJECT#: 02997.000/028R1 PAGE: ELEVATIONS ARCHITECT: STATE OF FLORIDA ��� 2 4 018 J E CANTWELL AR 012079 DTE: 5/24/18 CALE: SHEET 1 OF SQ.FT. CALC.'S LIVING 2034 SQ. FT. GARAGE 429 SQ. FT. ENTRE' 30 SQ. FT. LANAI 88 SQ. FT. I I TOTAL 2581 SQ. P7. II EXTERIOR MASONRY WALL 5RG. HEIGHTS V-4' 5RG. LOAD 5RG. WALL COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL * FOOTAGE DESIGMTION ZONE 150 MPH WIND 1 112 O.N. -30.15 2 21 3080 DR 4 21.80/ -3020 3 1926"/E ARCNTOP/EGRESS 525.20/ -36.c35 193A 26"/E ,ARG-ITOPiEc�ss 5 2820/ -36.95 35 1 1143 -SH TEMP 4 28.41/ -30.9 4 11 25 -SH EGRESS 4 28.41/ -30.9 4A it 25 -SH 4 28.41/ -30.9 45 1-1 25 -SH 5 28.41/ -3131 5 11 25 -SH 5 28.41/ -3131 6 it 25 -SH 4 28.41/ -30.9 1 46 6080-SGD. 5 31.13/ -40.0 8 it 25 -SH 4 28.41/ -30.9 9 11 25 -SH 4 28.41/ -30.9 10 11 25 -SH EGRESS 4 28.41/ -30.9 it it 25-514 EGRESS 5 28.41/ -3131 12 11 Z5-514 EGRESS 4 28.41/ -30.9 12A 4 4013 TRANSOM 4 29.43/ -31.92 13 11 25 -SH EGRESS 5 28.41/ -3131 WIND DESIGN CRITERIA A. 5ASIC WIND SPEED MPH (3 SECOND GUST) VULT=150 / VASD =116 MPH 5. _ INTERNAL PRESSURE COEFFICENT=+ .18 C. RISK CATEGORY -TYPE 11 D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS ; CLADDING PRESSURE ARE 5ASED ON THE Vult DESIGN WIND SPEED. F5CR, 6tH ED. (2011) ALLOWS THESE PRESSURES TO 5E MULTIPLIED 5Y 0.6 TO MEET THE ALLOWA5LE OR NOMINAL TESTED VALUES USED 5Y PRODUCT MANUFACTURERS. NOTE: PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS 2'-0' FROM THE FINISH FLOOR WILL 5E SPRAYED AND TREATED W/ 15ORATE' A TERMITE TREATMENT SPRAY =' I. DBL. TOP PLATE 2x6 �t WOOD m FRAMED a 16' O.C. nACABINET SECTION ;J I �i (P Ol ARCH DETAIL 3'-0' a0 ARCH DETAIL 1' -ID' 41_0' cfl 04 ARCH DETAIL SCALE:' = 1'-0' ELEVATION 'D' 1 m A R C H I T E C TS Desi n 1 o u Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX -407-774-4078 www.abdesigngroup.com AA #: 0003325 STJBDIV. & LOT: KENSINGTON RESERVE (LOT #28) MODEL: SEAGATE (VERSION#04) PROJECT: 02997.000/02881 PAGE: FLOOR PLAN ARCHITECT: STATE OF FLORIDA D E: 5/24/18 SCALE: 1/4"=1'- 0" SHEET 2 OF 6 QUM i O .LAY. i__6 S - B T 2 '-2'x5'-mNt��_ 9'-4' CI 1 m A R C H I T E C TS Desi n 1 o u Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX -407-774-4078 www.abdesigngroup.com AA #: 0003325 STJBDIV. & LOT: KENSINGTON RESERVE (LOT #28) MODEL: SEAGATE (VERSION#04) PROJECT: 02997.000/02881 PAGE: FLOOR PLAN ARCHITECT: STATE OF FLORIDA D E: 5/24/18 SCALE: 1/4"=1'- 0" SHEET 2 OF 6 r'doo� I A R C H I T E C TS FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #28) MODEL: SEAGATE (VERSION#04) PROJECT#: 02997.000/028R1 PAGE: FOUNDATION PLAN Mood ARCHITECT: STATE OF FLORIDA M 4 2018 JA S ANTWELL AR NO 12079 TE: 5/24/18 GALE: 1/4"=1,_ O„ SHEET 3 OF U 40'-0' 1l'-0" 29'-0" 4" 101_8" 24'x24'xl2' CONC. PAD UJ/ (3) 0515 E.W. ON CHAIRS MIN. 3' COVER B TYP. T� 3 1/2' `;' — I8 CONC. SLAB 3,4 it 1 I g SSLOPE 3A 1s' PER FT. E -I -3 1/2' Cm ■ ■ ■ ■ ■ ■ _ _'_ ■ OUTDOOR 1C I KITCHEN 1 PRE -PLUMB. 3A 3A (FIELD VERIFY LOCATION) ■ ■ _ I �r m 101-3" l'-5° 5' ■ N (L/ I ■ ■ rlc �� _W= - N 1 IZ Call m 1 1 JJ ■ N ■ E ti I� LL L _i r "�'— m ---J� OJ �I ,OQ,— 1 i,-�" I I �`. / �- 1 1' PVC CHASE II II FOR ISLAND I F---� I OPT: ■ I REF. I I 0'-0' ELEV. FIN. CONC. SLAB -f - 9 ° �C�1 ICE -MAKER ROUGH -IN i i m' 1 t I II LAV. > (?_ p 0 `3 1/2' CONC., RE INR W/ 6'X6' W1.4In 0 �d X WIA WWM OR FI5ERME6H ON z 6 -MIL. POLY ETHYLENE VAPOR I z BARRIER ON -' _ ■ WELL -COMPACTED CLEAN FILL I Z N U ~ I�/_Z 2'-7' cJ 2'-" til_//�" _N " /� 0 � 4 I ■ I F -I r rA/C 71 -' 4' PVC I OPT. i I OPT. z/ I -- CHASE D. it UJ. I _V --J_ — _ _ --_ ■ tl ■ l\_ / LAV. / woo_ I Q1WH ail ' 3' 11" 2' ' ( 2-10 - i e'-"-�—J } `GOND UTILITY SINK I ■ 5 1/2' (FIELD VERIFY EXTEND N EXACT csJ RECESS SHOWER = I SLAB 1. LOCATION) BOLLARD cq 10" 51-21 I E10 3A I C4EXTEND IC I 0 SLAB 11/2' 3A W CLc0 _ I 10° 10" ■ I ■ I 3'-4" -3 1/2 3A 3A 61 I -� Iro HB. - —— rtLL_ r- 3A 3A -1- ■ ■ ■ — _) ■ ■ -1 1/2' T d4 �lk aNK 3A2'-6- 14'-0° 5'-0' 16'-0" 19'-0" 2V-0" 71/ 40'-0° FOUNDAr"ION PLAN - 5CALE:-L' = 1'-0" ELEVATION 'D' - - r'doo� I A R C H I T E C TS FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #28) MODEL: SEAGATE (VERSION#04) PROJECT#: 02997.000/028R1 PAGE: FOUNDATION PLAN Mood ARCHITECT: STATE OF FLORIDA M 4 2018 JA S ANTWELL AR NO 12079 TE: 5/24/18 GALE: 1/4"=1,_ O„ SHEET 3 OF U TEXTURED CEMENTIOUS COATING (1) 5 REBAR VERTICALLY W! GONG. TEXTURED CEMENTIOUS COATING POURED CELL (1) 5 REBAR VERTICALLY W! PER (ASTM C926) (TYP- PER (ASTM G926) (TYPa R-4.1 INSUL. MIN. - CONIC. POURED CELL R-13 INSULATION MIN. R -I3 INSULATION MIN. R-4.1 INSULATION (1) 5 REBAR VERTICALLY W! GONG. TEXTURED CEMENTIOUS COATING (1) 5 REBAR VERTICALLY W! CONIC. STUDS I6' O.C. MAX PER (ASTM C926) (TYP-) (U 5 REBAR VERTICALLY STUDS I6' O.G. MAX TEXTURED CEMENTIOUS COATING POURED CELL POURED CELL z R-4.1 INSUL. MIN z 8' GMU W/ GONG POURED CELL I/2' GYP. WL. BD. R-4.1 INSUL. MIN. PER !ASTM G926) (TYP-) i!1' GYP. WL. BD. i � W R-4.1 INSUL. MIhL - Q a, CMU `1/2' GYP. WL. BD. WOOD BASE + TEXTURED CEMENTIOUS COATING WOOD BASE -1 ✓ TEXTURED CEMENTIOUS COATING TEXTURED CEMENTIOUS COATING ` 1/2' GYP. WL- BD. z PER (ASTM G926) (TYPa SECURE STUDS TO BTM. PLATE W! N WOOD BASE PER (ASTM 0926) (TYP.) z PER (ASTM 0926) (TYP.) SECURE STUDS TO BTM. PLATE W/ F SIMPSON SP -4 s 32' O.G. MAX , E W w SIMPSON SP -4 • 32' O.G. MAX WOOD BASE Q S' CMU z p SECURE BT. PLATE TO BLK W/ }'x9' 3'-0' Lti8 CMU z p 8� CMU z Q SECURE BT. PLATE TO BLK W/ }•x9' w " 1 WOOD BASE BD. ANCHOR BOLT T E WASHER SET IN w , c ° Q 1WOOD BASE BD. " 1WOOD BASE BD ANCHOR BOLT W/ 2' WASHER SET IN p SIMPSON NIGH STRENGTH EPDXY b' °. IK /'- 1'3 SIMPSON HIGH STRENGTH EPDXY 6' 9 ♦5 REBAR 6'-0' OC WHEN co O EMBED. MIN. 32' OG MAX Y > O p EMBED. MIN. + 32' OC MAX U r r U O r j Z FOOTER HEIGHT EXCEEDS 24' O ° 5 REBAR 6'-0' O G WHEN FOOTER . ° > z ° HEIGHT EXCEEDS 24' ABV. GRADE m ABV. GRADE z z Q O 9. 3 1/2' GONG., REIN. W/ 6'x6' W.4xWl.4 ° z j . �9 z -` r ULF OR FIBERMESH ON 6 -MIL POLY f a q O 4 ° a 3 I!2' GONG., ORRE FI W/ 6'x6' WI.4xW1.4 WWF OR FIBERMESH Z . 3 1/2' GONG, RE INF. W! 6'x6' 4 ON 6 -MIL POLY ETHYLENE �p _ 3 1/2' CONC, REINR W/ 6'x6' - i0 n-� 3 1/2' GONG, REINF. W! b'xb' 4 ,SLOPE ETHYLENE VAPOR BARRIER ON - - ♦ - 3 I/Z' GONG, REINF. W! 6'x6' �p ' 3 V2' CONIC., REIN-. W! 6•x6' W - - _ )( MAX. SLOPE - .. - - VAPOR BARRIER ON - WlAxWIA OF OR FIBERMESH ON = WI.4xWIA ULF OR FIBERMESH ON x 7� WELL -COMPACTED CLEAN TERMITE WIAxWl.4 ULF OR FIBERMESH ON = WIAxWl.4 WUF OR FIBERMESH ON = WI.4xWIA WWF OR F15ERMESIH ON Q 1� ° �p ° WELL -COMPACTED GLEAN • 6 -MIL POLY ETHYLENE VAPOR 4° ° (P -MIL POLY ETHYLENE VAPOR q TREATED FILL °• 6 -MIL POLY ETHYLENE VAPOR • • ° 6 -MIL POLY ETHYLENE VAPOR • •- 6 -MIL POLY ETHYLENE VAPOR F ° BARRIER ON WELL BARRIER ON WELL -COMPACTED _ I I ° (1) 5 REBAR CONTINUOUS WHEN _ ° BARRIER ON WELL -COMPACTED BARRIER ON ° ° . BARRIER ON _ I I TERMITE TREATED FILL GLEAN TERMITE TREATED FILL CLEAN TERMITE TREATED FILL 9 =III= FOOTER HEIGHT EXCEEDS 30' ABV. GLEAN TERMITE TREATED FILL WELL -COMPACTED CLEAN WELL -COMPACTED GLEAN @ —III— (1) 5 REBAR z _ III— I TERMITE TREATED FILL > • • ° , z _ GRADE 3 1/2' GONG. SLAB z V _ w w TERMITE TREATED FILL M III—III CONTINUOUS WHEN lu . OR PAVERS PER w E > O 4' 6' 6' 4' =III=III=I FOOTER HEIGHT 4' S' L -N =I =III= ° > 4' 8' 4' O 4' b' b' 4' iq O — !2) 5 REBAR ON CHAIRS BLDS SPECS p n (3) 5 REBAR ON CHAIRS U (3) 5 REBAR ON CHAIRS ° EXCEEDS 30' ABV. in (2) 5 REBAR ON CHAIRS - - �n U _ (2) 5 REBAR ON CHAIRS _ in U - !2) 5. REBAR ON CHAIRS - U - _ _ - - - I'-4' 1'_4' z Q 3' MR COVER 1'-4' t'-8' 1'-8' z R GRADE 4' 8' 4' i> 4- 6• 6• [4.� (3) 5 REBAR ON CHAIRS 3' MIN. COVER 1 -STORY FOOTING 1—STORY FOOTING EXTENDED FOOTING LANAI/ENTRY 2—STORY FOOTING 2 -STORY FOOTING 2—STORY FOOTING 1 W BLOCK WALL 1 /� W FRAME WALL 1B W/ BOE K,IWALL r STEP—UP 1—STORY W BLOCK WALL W FRAME WALL R W BLOCK WALL 1 SCALE: V2'=1'_m• 1 ri SCALE: 1/2'•1'-0' V SCALE: V2'•i'-0• 2 SCALE: 1/2'=1'-0' � 17 SCALE: I/2'■I'-0' � 1J SCALE: I/2'=I'_m' POUR WALL SOLID FOR (1) 5 REBAR • 16' O.G. MAX, IN 3 I/2' CONC. SLAB OR ENTIRE LENGTH OF OPEN TO CONC. POURED CELL (VERIFY STUDS 16' O.C. MAX STUDS 16' O.C. MAX PAVERS PER BLDS SPECS ABOVE CONDITION. 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PLATE TO SLAB W/ }'x9' ANCHOR BOLT W/ 2' Q K azo w 1/2' GYP. WL. BD. ° - W! }'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON MIN . 32' OG AX > MIN • 32' OG AX 8' CMU , = z C I WOOD BASE N ° WASHER SET IN SIMPSON HIGH NIGH STRENGTH EPDXY 6' '"—" • ,'"' —`� ' �� 1/2' GYP. WL. BD. "' r L w ° ° STRENGTH EPDXY 6' EMBED. Z 6 " w 2'-0` (MIN. r a N ° //\//\//\//\//\//\// Wu ° _ _ EMBED. MIN . 32' OG MAX e.. Q WOOD BASE z O IN SLAB) Q O cb a /\\/\\/\\/\\/\\/\\ 3 V2' GONG, REINF. W/ bkb' ° ° j " MIN • 32' OG AX Q . ° > .Lir Z w \/\/\ . ///\//\///////\//\ i b MILPOLTETHYLENE YAF+7R > ` FIBERES14 ON° w N r w > ° 3l/2' GONG., REINF. W/ 6'x6' w + 3 I/2' GONG REINF. 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PER CUBIC YARD ON i FOUNDATION W _ in U 4' 6' _b' 4' (3) 5 REBAR '^ u b' b' b' b' 6 -MIL POLY ETHYLENE VAPOR l7 PLAN) - - - - - - ON CHAIRS - - - - - - - _ _ zlu z W 4, 8, 4, (3) 5 REBAR ON CHAIRS F > 4' 8' 4' 4' > 4' 6' b' 4' 4' p_g• ON CHAIRS V-0' BARRIER GN in 1'-4' i+� I'-8' !3) 5 REBAR WELL -COMPACTED CLEAN FILL Q L) ON CHAIRS (BORA CARE) LANAI/ENTRY 2—STORY FOOTING TYP. PAD FOOTING GARAGE STEP—UP GARAGE STEP— UP GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP— UP STEP—UP 2—STORY W BLOCK WALL AT ENTRY LANAI q NON— BEARING 4 NON—BEARING 5 1—STORY L.B.W. A 2—STORY L.B.W. 5 B 1—STORY L.B.W. 2 -STORY L.B. W. 2 SCALE: 1!2'-i' D SCALE: I/Z'-I' SCALE: 1/2'-I' SCALE: 1/2'-1' SCALE: 1/2'■I' SCALE: 1/2'-1' SCALE: V2'-I'-O'SCALE: POUR WALL SOLID FOR (t) 5 REBAR VERTICALLY W! ENTIRE LENGTH OF OPEN TO (I) 5 REBAR • I6' OC. MAX, IN z () w f (1) 5 REBAR CONC. POURED CELL ABOVE CONDITION. VERTICALLY W/ CONC. REINFORCE PER PLAN. GONG. 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PLATE BOLT W/ 2' WASHER SET IN ON CHAIRS GARAGE DOOR FOOTING SIMP50N HIGH STRENGTH 2 -STORY FOOTING 2 -STORY FOOTING AT 2 -STORY FOOTING MANUFACTURER PER Wi0I32'OrSP-a 1 -STORY FOOTINGscALe: �`=i'-m' MANUFAcruRERS • 32' O.G. MAX EPDXY 6' EMBED. MIN. • @---�LT GARAGE R GARAGE BLK. WALL AT GARAGE SPECS. 32' OG MAX. SCALE: V2�=1'-0' 1J SCALE: V2'=1 -0' V SCALE: V1'=,'-0' 0'-0' FIN. FLR. ° 3'1/2' GONG INF W/ RE SECURE ST. PLATE TO _ y FIBERMESH ION 6 MIILSLAR SECURE ST. PLATE TO BOLTW1W/ 7'xWASHER SET N / / /� \ \ \ a� Z BARRIER ONPOLY VAPOR BLK W/ CU 10d MASONRY SIMPSON HIGH STRENGTH PAVERS 6' F O 4' 8' 4' WELL -COMPACTED CLEAN NAILS • 32' O.C. (MAX) EPDXY b' EMBED. MIN. • 32' OC MAX. z105 TERMITE TREATED FILL I'-0' (2) 5 REBAR ON CHAIRS POURED LINTEL CONT. (TYP.) - (1) 5 REBAR SET IN SIMPSON HIGH 1—STORY FOOTING 8' CMU FILLED GELLlTYPa ' STRENGTH EPDXY 6' EMBED. MIN. (� TR�.I��—LFOOTING 8 ° ° °f 4-1° �: 2X WALL FRAMING= o HAT L. B`. W. W UPLIFT = 0 °. 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W NO—UPLIFT) Q R AT L.B.W. 1 BLOCK WALL CONNECTION OMITTED DOWELS TO VERTICAL REBAR t/ SCALE: L'2' -l' -V' tJ 1J SCALE: IR'.I'-0' 1 SCALE: 1/2'.1'-0' SCALE: 1/2'■i'-0' f O REBFAR W/ 10' HOOK TIE VERTICAL REBAR TO 14ORIZATIONAL PVC CHASE THRU FOOTING GROUTED BOND BEAM r+ °:. REBAR W! 10' HOOK 8' vARIEs S' 1-STORYL VARIES PER ELEV. - VARIES PER ELEV. CAULK AND SEAL (2) 5 REBAR ON CHAIRS d , 2 -STORY _Z 3• 3' (3) 5 REBAR ON CHAIRS ° P ° GROUTED BOND BEAM <4 ° n ° ° ° l3) 5 REBAR w 2 -STORY - GAS LINE ° Q ° - e _ e a OUTSIDE REBAR TO BE (i) 5 REBAR VERTICALLY W/ GONG. ✓/\\//\\//\\//\\ ° .—)Ea CONTINUOUS POURED CELL //\\jam\�j\\/ ° ° /\//��` I i• PVC SLEEVE FOR GAS LINE R-41 INSUL. MIN ° e ° ° ° a, CMU � Q 8' �= 1/2' GYP. WL. BD. C I)5 -CONT. 7n z y " WOOD BASE �O ° z U 1/2' DRYWALL 2'-I' MIN. LAP Q w 3 1/2' GONG, REINF. W/ 6'x6' 10 SHOWER RECESS FOOTER , g z 4 WIAXWIA WWF OR FIBERMESH ON REBAR LAP AT FOOTING a 6 -MIL POLY ETHYLENE VAPOR WOOD BASE CLEANOUT REQUIRED d CLEANOUT REQUIRED SCALE: I'+I'-0' U BARRIER ON WELL -COMPACTED Q FOR INSPECTION Q FOR INSPECTION SCALE: 1/2'■I'-0' CLEAN TERMITE TREATED FILL z z_ F F ° P RECESS FOR a a z S.GD. TRACK a a s o ° • °° 6' FINISH FLOOR a d ;� 6' PVC CHASE THRU FOOTING 0'-0' FIN. FLR 0'-0' FIN. FLR. W v = a • - : A °° • TIE VERTICAL REBAR ° °° . ° TIE VERTICAL REBAR ° 4 a Q (1) 5 VERT. DOWEL ° a ° TO HORIZATIONAL °n ° TO HORIZATIONAL Q d v a LAPPED W/ BOND BEAM I -STORY a :' REBAR W! 10' HOOK a ; REBAR W/ 10' HOOK ° > ♦ ° ° • ` ° E °° ° a W! 5' LAID MINT GO O 4' 1 4. 4' (?) 45 REBAR CHAIRS (1) 05 REBAR BIERS ON RS { (3) 5 REBAR ON CHAIRS > d e 44a HORIZONTAL/ VERTICAL 1—STORY FOOTING HORIZONTAL/ VERTICAL REINFORCING AT SLAB AT S.G.D. GAS LINE THRU BLOCK TYP. REBAR LAP REINFORCING BEARING CHANGE 11 SCALE: NI' G SCALE: r.r r AT LINTEL CORNERS D W BLOCK WALL E F SCALE: I/2' -I'-0' SCALE: V2' -I'-0' FAX -407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: .KENSINGTON RESERVE (LOT #28) MODEL: SEAGATE (VERSION#04) PROJECT#: 02997.000/02881 PAGE: FOUNDATION DETAILS ARCHITECT= STATE OF FLORIDA IIAY 2 2010 JAM C NTWELL NO 2079 D E: 5/24/18 GALE: 1/4"V-0" SHEET 3A OF Liomoom00aor SUBDIV. & LOT: .KENSINGTON RESERVE (LOT #28) MODEL: SEAGATE (VERSION#04) PROJECT#: 02997.000/02881 PAGE: FOUNDATION DETAILS ARCHITECT= STATE OF FLORIDA IIAY 2 2010 JAM C NTWELL NO 2079 D E: 5/24/18 GALE: 1/4"V-0" SHEET 3A OF '�t f I 25'-O" D ® EL Pr -"TAN 5GALE= j' = I' -m' ELEVATION 'D' A R C H I T E C TS /_ Design FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #28) MODEL: SEAGATE (VERSION#04) PROJECT#: 02997.000/028R1 PAGE: DOWEL PLAN ARCHITECT STATE OF FLORIDA MA 2010 JA lIRNO ANTWELL // 12071 i TE: 5/24/18 k4BALE: 1/4)=11-0 " SHEET OF 3 cv N 1 _ N m b- m m I 25'-O" D ® EL Pr -"TAN 5GALE= j' = I' -m' ELEVATION 'D' A R C H I T E C TS /_ Design FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #28) MODEL: SEAGATE (VERSION#04) PROJECT#: 02997.000/028R1 PAGE: DOWEL PLAN ARCHITECT STATE OF FLORIDA MA 2010 JA lIRNO ANTWELL // 12071 i TE: 5/24/18 k4BALE: 1/4)=11-0 " SHEET OF 3 - - - -It . -- - _- - L-�5 L - - - - - - - - - I 1 1 1 - - - - - - - L+ - - - 25 -SH 25 -SH LANAI _ - I I - - - - V-4' CLCD. I I i ••� I (ham - - - - - - - 25 -SH Y25 -SH GREAT RM. Q C J' - �' L�. - - - - - DINETTE L L 10 - - - - - - - - L 25 -SH 25 -SH /� / EGRESS - - EGRESS - - - - OWNERS SUITE - - - - TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS EXTERIOR MASONRY - - - - WALL 5RG. HEIGHTS - - - - - - - - - p - - J'-�' 5RG.. - LOAD 5RG. WALL - - - - - - - - - - - - - - LINTEL Taal Length T-10' 3'-b' 4'-0' -- 4'-6' 4-8' 5'4' 5'-10' 61-4' 6'-b' 6'-8' 1'-1' 11-V 8'-0' 8'-4' T-4' 10-6' LNTEL LENGTH SAFE WORKING LATERAL 8" TABLE No. 11 LOADS (PLF) x 8" LINTELS UPLIFT UPLIFT CAPACITY CAPACITY 1151- (11511 (9151-(2),511 - - SAFE LATERAL - (PLF) LOAD9 LINTEL SAFE LATERAL LOAD$ (PLF) 4245 1809 T �° Bk8' PLAIN - 8x8' SOLID Tagil LengM - Tie 81 DOOR HEADER PLAIN 8• DOOR - HEADER SOLID LID (2).2 Precast 11% 3564 3'-B' Recast H12 2011 PRECAST Recast H68 238 2111 Recast 950 WTI 4'-6' Recall 844 1614 - W-0' 4'-2' Recast .861 621 2608 Recast 638 1266 4'-4' Recast 185 - aft - 2011 Precast 586 IW3 4'-8' Precast 659 1165 (2) 7 Recast - 666 - 1355 5'-8' Recast 650 - ITT! PRECAST Recast 543 H05 6'-S' Recast 504 564 1-4- -Precast 634 1364 1'-8' Recast 411 181 1216 Recast 612 1288 8'-8' Recast 356 - 664 - - Recast 518 1211 9'-8' Recast 286 535 (2) 7 Precast 446 938 - - - - - - - - - - Recast 425 6% Precast 382 81 Recast - 354 145 Precast 21, 583 Precast m 453 - - - - - TABLE No. 2 - REINFORCING SCHEDULE k -LOAD CAPACITIES -- SAFE WORKING LOADS .(PLF) - 8' X 16" COMPOSITE LINTELS TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS - - - - - - - - - - _ _ _ I I Q /-• - _ - i I�tt-�` G-iL�. i i '� t IT 7 I I Tn 7 V I T DINING - LNTEL LENGTH CLEAR LINTEL TYRE SPAN - _ LINTEL bTEEL BOTTOM BAR TOP BAR UFILLED GRAVITY GRAVITY GRAVITY CAPACITY CAPACITY CAPACITY 21151 (0)SU W-51.6-51.1 UPLIFT UPLIFT CAPACITY CAPACITY 1151- (11511 (9151-(2),511 2'-10' Y-6' PRECAST (2) 7 (2) 7 4245 1809 1809 8529 10000 3'-1' 2--2' PRECAST (2) 7 (2).2 2415 3831 3831 4815 4615 5931 T-8' PRECAST - (2).2 M-2 1183 2111 211 .3386 3386 4'-6' 3-2' PRECAST (2)7 (2).2 1 1343 2165 2165 2608 2608 4'-8' N-4- PRECAST (2) 7 M-2 1232 2011 2011 2421 2421 5'-4' 4--1- PRECAST (2) 3 (2) 7 1006 1651 1651 180 1881 5'-10' 4--b' PRECAST (2).3 (2) 7 SbO 1423 1423 1410 1609 1-4- F-0- PRECAST (2) 4 (2) 7 140 1283 1283 1216 1405 V-6- F-2- PRECAST (2)-4 (2) 7 TO 031 032 1145 1348 V-8' 5 -4' PRECAST (2)-4 - (2) 7 682 1184 1184 1081 1295 - 1.6' V-2' PRECAST (2)-4 (2) 7 510 991 991 825 1082 T-8' V-4' PRECAST -. (2) 04 (2).2 551 959 959 184 1041 8-0' 614' PRECAST (2)4 (2).2 1 518 902 - 902 112 964 V-4- T-0' PRECAST (2)A4 (2) 7 AM 851 851 648 921 V-4' 8'-0' PRECAST (2) 4 - M-2 416 126 126 499 1130 0'-6' W-2' PRECAST (2) 4 f2).2 354 618 big 380 613 11'-4' 10'-0' PRECAST (2).5 (2) 3 315 561 561 311 (2)-3 IT -0' V-8' PRECAST (2)5 (2)3 292 525 525 211 561 12'-b' II' -2' PRECAST (2) 5 (2).3 211 4% 498 251 512 5'4 12-0' PRECAST MIS (2) 3 2% 458 458 21 442 1'-0' 12-8' - PRECAST (2)s (2) 3 239 430 430 190 3% 1'-8' W-4' PRESTRESSED f2) -4 (2).2 - NR 418 418 230 446 5'-4' 1'-0' PRESTRESSED (2,14 (2).2 N.R. 319 - 319 210 401 M-4' 16'-V PRESTRESSED (2) 4 (2).2 NR 288 1 286 163 311 19'-4' 16-0' PRESTRESSED (2)5 (2)3 - NR 224 - 224 131 254 20'-0' IB' -8' PRESTRESSED (2) 5 (2) 3 NR 201 201 122 231 21'4 20-0' PRESTRESSED (215 (2) 3 - NR m m 101 208 22'-0' PRE5TRE6SED (2)-5 (2) 3 - NR 164 164 100 - 195 Z4'-0' 21 -8' PRE5TRE55ED (2)5 (2)-3 NR 132 132 - S4 163 - - - - - TABLE No. 2 - REINFORCING SCHEDULE k -LOAD CAPACITIES -- SAFE WORKING LOADS .(PLF) - 8' X 16" COMPOSITE LINTELS - - - - - - - - - - - _ _ _ I I Q /-• - _ - i I�tt-�` G-iL�. i i '� t IT 7 I I Tn 7 V I T DINING - - - - LINTEL LDIGTH CLEAR $PAN - LINTEL TYPE - LINTEL STEEL ISMOM BAR TOP BAR GRAVITY CAPACITY (0)51 NSU - GRAVITY CAPACITY (1)5L MSU UPLIFT CAPACITY (1151- WSU UPLIFT CAPACITY (1151- (2)% - - -'®' '•b G T ( 2) 10000 000 10 '60000 - 3'4' Y-2' PRECAST (2).2 (2).1 5931 10000 10000 10000 4--0- T-8' PRECAST (2) 78541 (7)-2 5503 1� 10000 10029 4'-1' 1-W PRECAST (2).2 (2) 7 4261 10000 8139 10000 5'-4- 4'-0' PRECAST MS (2) 7 1658 10000 1051 4'-b' 3'-2' PRECAST (2)7 (1)7 3211 9161 6592 10000 _ 4'-8' V-4' PRECAST (2).2 (2) 7 2944 8414 6049 10000 81•0' b -8' PRECAST (2)-4 - (2).2 3130 3130 7218 3869 5'-4' 4'-0' PRECAST (2).3 5030 4823 6431 4421 1041 10'-b' 9 -Z' -PRECAST (2)-4 (2)-2 2931 2931 1520 5'•10' 4'4' PFECAST (2) 3 (2) 7 3913 5015 1 3609 - 5430 - - 6-4 5'-0' FRECAST (2) 4 (2) 7 - 4115 4115 - 2982 4411 - 6 -6' 5-4' PRECAST (2) 4 (2).2 3934 3934 2810 4151 1- 10000 6 •8' 5'-4' PRECAST (2) 4 (2) 7 3119 3119 2653 3919 1121 1-6' V -Y PRECAST (2) 4 (2).2 2911 2981 2030 3060 8'4' T-8' V-4' PRECAST (2) 04 (2).2 2196 275b 1932 2931 (2) 4 W-0' 6-8' PRECAST (2)4 (2)7 2581 2581 1154 2102 4221 V-4' T-01 PRECAST (2) 4 (2).2 23% - 23% 1600 2506 3110 9'-4' 8.0' PRECAST (2) 4 (2)-1 1969 I%9 1238 2055 W-0' I 10-6' 9-2' PRECAST f2) -4 (2) 02 1621 1621 941 1695 (2) 5 11'-4' 10'-0' PRECAST (2) 5 (2)-3 155 1455 195 504 3231 12'-0' 0-8' PRECAST (2)5 (2).3 13M 1335 691 1319 - 13$5 12'•6' 11'-2' PRECAST (2)5 1 (2)-2 1 2280 1251 1251 - 634 12% 18'-0' 13'-4' 12'-0' PRECAST (2)-, (2)-3 1144 114 545 1129 - 1'.0' 12'-8' PRECAST (2)s (2) 3 1101 1066 486 1012 413 - 1'-8' 1-9'-4' PRESTRESSED (2)-4 (2).2 1419 119 451 902 649 5'•4' 1-0' PFEBTFE56ED (2)04 (2)7 1291 1291 411 823 n'-4' 16 -0'. PRESTRESSED (2)-4 (2) 7 993 - 993 325 641 REINFORCING SAFE 8" X 19'-4' 16'-0' FFZSTK56ED (2) 5 (2) 3 185 1 185 260 513 T-10- ' 10-0' 16'-8' FRE5TRE55ED 1115 (2)3 129 219 243 419 -. 11'-4' 20'-0' P111i.1 11 (2)" (2) 3 633 1 633 1 213 420 - 22'-0' 1 20'-0' PRESTRESSED I (2)S (2).3 591 1 591 1 200 1 3% 5612 24'0 1 22--b- PRESTRESSED 1 (2) 5 - (2) 3 481 1 481 1 161 330 - - 4'-0' PRECAST (2).3 (2) 7 4111 4411 3169 4630 51•10' 4'-1' - U - - - N - - - - - ii _ - - O O - V-4' CLO. - - - KITCHEN Q / - - �Jt-4' C'LG•3. -. - - - = oOp i - r-- i _ - - - - - � TF] 1 1 _ - - Iii I I I I I - - - - - - - - - - _ _ _ I I Q /-• - _ - i I�tt-�` G-iL�. i i '� t IT 7 I I Tn 7 V I T DINING _ - o ° ° - - - - - - - - -- ' OWNERS D BAT GJ ( -41G`1-V7N 3: 1 tV C14 - W- - - - L-11 - - - - - - - - - - - - - - - - - - - _ _ _1 Q Z L-12 _ - - - �- - - _ _ T-4' Recast 12'-0' Recast 12'-6' Recast B'-4' Recast 4'-0' I Recast 1-8' Prestressed W-4' Prestressed 7-4' Prestressed 19'-4' Prestressed 20'-0' Prestressed 11'4' Presveseed 22'-4' Prestressed - 24'-0' Prestressed , Na Recommended 196 164 43 116 - 99 NA NA - NA NA NA NA NA - - - NA - - 620 549 504 404 3131 - - - - - - 341 - - - .301 - - - - 213 - - - rib4.8' 159 _ - - - 131 120 - - - - - 93 - - - _ NR- NOT RECOMMENDED L-3 V-4' m6 2345 1115 2345 L-4 3'-6' 8/16-S-11111/10)!. 5'-4' 1'-0' PRESTRESSED (2) 4 (2) 7 2136 2136 596 L-5 - - . - _ TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) - 8" X 24" COMPOSITELINTELS L -5A - LINTEL CLEAR LNTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH WAN BOTTOM TOP CAPACITY CAPACITY CAPACITY CAPACITY BAR BAR - 1051. (1511 (ML (1511 (15L (15U (151(2)5U LINTEL CLEAR LINTEL TYPE LNTEL STEEL GRAVITY - GRAVITY UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR (051 (91511 (151 (91511 (1451. (1)5U UPLIFT CAPACITY (ML (2)511 2'-10' '-b' - PRECAST - -(2)-2 (2) 7 10000 6000 109¢+9 10090 - -6 C 2) 7 2) 3'-6' T-2' PRECAST (2).2 (2) 7 9361 100'00 10000 10000 3'4' 2'-2' PRECAST (2) 4 12).7 1646 kww 10000 100" 4--0- T-8' PRECAST (2) 78541 (7)-2 5503 1� 10000 10029 4'-0' T -B' PRECAST (2) 7 (2) h 6139 10000 10900 10000 1.41 3 -Z' PRECAST (2)-2 (2)7 5014 .10000 1000'0 10010m 4 -b' 3.2' PRECAST (2) 7 (2) 7 4142 10000 12'0 4.8' 3 -4' PRECAST (2) 7 - (2) 7 4653 10000 5629 10090 3-4' PRECAST (217 (2)7 3198 10900 1838 1000'0 5'-4' 1 *-0' 1 PRECAST - (7).3 (2) 7 1 6239 10009 1 5138 10000 5'-4- 4'-0' PRECAST MS (2) 7 1658 10000 1051 100100 4661 W" 14' L -c3 614' 5-0' PRECAST (2)-4 (2)7 6152 6151 3E6l 112 - 6 5.0' PRECAST (2)4 M02 91201 10000 4154 54500 6-b' 5'-2' PRECAST (2)04 (2)7 6250 6250 3645 b5% 6'•10' 5'-Y PRECAST (2)4 (2)7 8589 10000 4481 8913 V.S. 5'-4' PRECAST (2) 54 (2) 12 5616 5816 3441 6124 W-8' F.4' PRECAST (Z) 4 (2)-2 811 9481 4131 8420 1-6' 6-2' PRECAST (2)•4 4312 4312 2636 4509 l•6' b-2' PRECAST (2)04 (2)7 6235 - 6416 3241 6411 1'-8' 1-4- PRECAST - (2)-4 (2).2 4099 4099 2508 - 4282 T-8' b -4' PRECAST - (2)-4 (2) 7 5938 6024 - 3052 6163 81•0' b -8' PRECAST (2)-4 - (2).2 3130 3130 7218 3869 8 -0' 61-8* PRECAST (2)-4 (2)-2 5361 5361 2803 55W 8 -4' l -0' PRECAST (2) 04 ) 3420 3410 2018 3561 8'-4' 1'-0' PRECAST (2) 4 (2) n 4831 4831 2551 5030 9'-4' 8'-0' PRECAST (2) 04 2134 2134 1610 1838 9'-4' 8 -0' PRECAST (2) 04 (2) 7 3126 3116 1982 3858 10 -6' 9 -Z' PRECAST (Z) 4 (2) 7 1711 1211 1233 2169 10'-b' 9 -Z' -PRECAST (2)-4 (2)-2 2931 2931 1520 - 3015 II' -4' 10'-0' PRECAST (2) 5 (2)-3 I54 1954 1031 2009 1] '-4' 10-0' PRECAST (2).5 (2).3 2553 2%3 1219 2604 12'-0' 10'-8' PRECAST (2) 5 (213 1119 m9 910 1828 W.I. 10-8' PRECAST - (2) 5 (2)s 2305 2305 1123 2291 12'-6' II' -Z' PRECAST (2).5 (2).3 1661 1661 818 1101 12'_10' 11'-2' PRECAST t2)-5 - - (2)-3 211 2141 1022 2099 13'-4' Q -0' PRECAST (2) 5 (2).3 1501 1501 13 114 121-4- IT -0' PRECAST (2).1 (2)-3 1916 1926 881 1821 14'-0' 12' -8' PRECAST (2) 5 -(2)09 1399 1'99 636. 1313 LOTT'S CONCRETE P.O. BOX 111255 WNTER GARDEN, FL 34111 PH. (401) 656 2112 LINTEL NO. LENGTH TYPE: V-4' 5RG. HT. COMMENTS L-1- 11'-4' 8/36-8-11111/(i)L PRESTRESSED L-2 4'-S' 8/14-5-(UW(0)L RECESSED L-3 V-4' m6 2345 1115 2345 L-4 3'-6' 8/16-S-11111/10)!. 5'-4' 1'-0' PRESTRESSED (2) 4 (2) 7 2136 2136 596 L-5 4'-6' 8/16-S-11111/1011 19-4 18'-0' PRESTRESSED !2)5 !A3 1310 136 311 L -5A V-4' 8/11II W(UL 21'-4' 20'0' =1_Z_SSED !2) 5 - (2) 3 1062 - 1062304 L-6 22'-0' 20-8' PRESTRESSED (2)-5 (2).3 994 9% 265 565 24'-0' I 22'-8' I PRESTRESSED 1 (2).5 (2) 3 824 824 239 1 L-1 1'-6' 8/16-S-11111/(UL 6091 L --1A V-0' 8/16-S-h1U/lI1L 3663 L-15 11'-4' 8/16-5-(UUIl11L 2133 L -a V-4' 8/16-s-(Iw(IJL 2168 L -c3 4'-6' 1'-8' 13'•4' PRESTRESSED !2) 04 ( 2811 2811 126 131 L-10 4'-6' 8/16-S-11111/(011.. 1022 L-11 4'-6' 8/16-5-11111/1011 163 L-12 5'-4' 8/16 -S -11111/(0X. 629 L-13 4'-6' 8/16-S-TUU/(011. V-4- - - - - - - - - 14'-8' - 15'4 TT -4' - - 19'-4' 20'-0' 11'-4' - - - - - 13'-4' W-0' 16-0' W-0' 18-8' 20'-0' 20'-8' 22'-8' - - PRESTRESSED PFZSTRE56ED PRE TRESSED "rRESTRE&5%ED(2) (2)-4 (2) 4 (2) 04 5 (2)5 !2) 5 (2)5 (2) 45 - (2).2 (2) 7 (2) 12 (213 lZJ.39 (2).3 - (2 - 1893 2724 1330 1053 851 191 659 1893 1124 U30 1053 919 852 191 659 - 581 536 411 334 312 213 251 215 1131 1058 824 659 615 540 501 425 - 1-0 14'-8' 124 13'-4' PRECAST PRESTRESSED (2).5 (2) 4 (2) 3 (2)-2 m6 2345 1115 2345 181 653 1635 1283 5'-4' 4'-0' PRECAST (2)3 (2) 7 wil 10000 8365 5'-4' 1'-0' PRESTRESSED (2) 4 (2) 7 2136 2136 596 H19 IT' -4' 16'-0' PRESTIRRE86ED (2)-4 l2) 7 1650 - 1650 464 918 19-4 18'-0' PRESTRESSED !2)5 !A3 1310 136 311 135 20'•®' 16-8PRESTRESSED (2)5 (2)3 1219 1219 341 68622'-0' 21'-4' 20'0' =1_Z_SSED !2) 5 - (2) 3 1062 - 1062304 60124'-0' 22'-0' 20-8' PRESTRESSED (2)-5 (2).3 994 9% 265 565 24'-0' I 22'-8' I PRESTRESSED 1 (2).5 (2) 3 824 824 239 1 413 . 6661 8'4' T-0' PRECAST (2)-4 (2) 7 - 5864 1 6933 3031 - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - _ - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 32" COMPOSITE LINTELS TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL - LENGTH LINTEL CLEAR. LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT LENGTH VAN CAPACITY CAPACITY CAPACITY - BOTTOM BAR TOP BAR (051(1)5U (U5L (1511 (I)SL (11511 UPLIFT CAPACITY (1) jL (2)15U T-10 I'-6' PRECAST (2).2 (2).2 10000 6000 69000 10000 3'-6' 2'-I' PRECAST (2) 7 10000 10000 10000 10090 4'-0' T-8' PRECAST (2) 7 (2) 7 1916 6000 10000 10000 4'-10' 3'•2' PRECAST (2) 7 !2) 7 6091 10000 10000 10090 4'-1' 3'-4' PRECAST (2)7 (2)7 5509 10000 10000 10000 5'-4' 4'-0' PRECAST (2)3 (2) 7 wil 10000 8365 10000 5'-10• 4'-6' PRECAST (2) 3 (2) 7 1381 10000 6606 10000 V-4' 5'-V PRECAST !21.4 (2) 7 10000 10000 5641 10990 6'-6' 5'-2' PRECAST (2) 04 (2) 7 10000 10000 5318 10000 5'-4' PRECAST (2) 04 (2) 02 9638 10000 5021 102'00 1-6' W-2' PRECAST (2)4 (2)7 1408 -1 3848 ib93 6'-4' PRECAST (2) 04 (2)-2 1054 - 9165 3662 1326 8'-0' b'-8' PRECAST (2) 04 (2) 12 6419 1891 3328 6661 8'4' T-0' PRECAST (2)-4 (2) 7 - 5864 1 6933 3031 6091 9'4' 8'-0' PRECAST (2)-4 f2).2 4561 5066 2355 4145 10'-6' 9'-2' PRECAST (2)-4 f2)-2 3526 3844 1801 - 3663 II' -4' 10'-0' PRECAST (2)-5 (2)-3 3290 3290 521 30% IT -0' 10'-8' PRECAST (2)s Z 2938 2938 1336 2133 12'-6' II' -2' PRECAST (2)s (2)-3 - 2118 2116 1211 2499 W-4' 12'-0' PRECAST (2)s (2)-3 2416 2416 1049 2168 12'-8' - PRECAST (2) 15 (2)-3 - 2216 2216 931 1941 1'-8' 13'•4' PRESTRESSED !2) 04 ( 2811 2811 126 131 V-4' 14'-0' PRESTRESSED !1)04 (2)7 2616 2616 663 1312 1R-4' 161-0' PRESTRESSED (2) 04 - () 2023 2023 516 1022 W-4' IV -O' PRESTRESSED (2)-S (2) 3 1601 160l 413 - 818 20'-0' W-8' PRESTRESSED (2) 5 (2)-3 1% 1- 1% 385 163 21'-4' 20'-0' PRESTRESSED (2).5 1 (2) 3 1305 1 1305 338 669 224' 20'-8' 1 PRESTRESSED (Z) 5 1229 1222 1222 311 629 24'-0' 22'-8' PRESTRE65ED (2) 5 (2) 3 101 1014 266 521 10000 V-4- TABLE N0, 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS PRECAST LNTEL CLEAR LINTEL TYPE - LINTEL STEEL - PLAIN GRAVITY GRAVITY - UPLIFT LENGTH SPAN - GRAVITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR CAPACITY (0)5L (15U (15L (1)SU M% (9% UPLIFT - CAPACITY (151. (1)511 -6 (2)7 ( 3 34 3 6529 3'•6' T-2' PRECAST (2) 12 (1) 1513 1865 1865 2460 2480 4'-0' 2'-8'. PRECAST (2) 7 (2) 7 1131 125 125 1863 1863 W -b' Y-2' PRECAST (2) 7 O 7 8l9 151 151 14M 4489 4'1' 3'•4' PRECAST (2)7 (1)7 806 1081 ION 13% 5'-4' 1 4'-0' 1 PRECAST (2).3 (2).2 659 930 930 1 111 13% 111 I - - - ', • ' - - - - 5'-10' 4'-6' PRECAST (2) 3 (2) 7 511 809 SOS - 938 %6 61•4' 5'-0' PRECAST ( 4 (2).2 494 141 141 115 852 V-6' 5'-2' PRECAST (L 4 (2)7 416 l5 119. 130 820 54' PRECAST 2) 21 02 458 b93 6133 bm 190 "..21 PRECAST (2) 4 (D 7 361 586 586 525 661 L - - - J l'-8' 1-4- PRECAST (2)'4 !2) 7 315 568 568 499 641 6'-8' PRECAST 2J (2)7 353 536 536 452 6013 -4 8'' T-0' PRECAST. (2)4 (2 RE334 501 501 411 516. 9'-4' 1'-0' PRECAST (2)% !2) 7 286 435 435 316 494 10'-6' T-2' PRECAST (2 )14 (2) 7 245 311 312 239 423 - - - - - - - - - - - - - - _ II' -4' 101' PRECAST (2).5 (2).3 218 345 345 199 338 12'-0' 10'-8' PRECAST (2)-5 (2).3 202 282 282 113 215 2 -CAR GARAGE 12'-6' H' -T PRECAST (215 (1) 90 243 IS' 5, 238 FOYER iJ' R - - - - - - - - _ - _ - - - _ _ - - - - _ 13'-4' 12 -0' PRECAST (2) 5 151 192 19Z 130 188 4'-0' 12 8' PRECAST (2)S 126 160 WI 109 151 10'-8' CLCz. 9`-4` CLCD. TABLE No. 2 TABLE No. 10 _ REINFORCING SCHEDULE & LOAD CAPACITIES REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) SAFE WORKING LOADS (PLF) t. r. 8" X 6" RECESS DOOR HEADER 8" X 14" RECESS DOOR HEADER tl�W ..• - N •I - LINTEL CLEAR LINTEL TYPE - LNTEL STEEL - UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT - LINTEL CLEAR LINTEL TYPE - LINTEL STEEL - GRAVITY GRAVID UPLIFT UPLIFT - - (n '� - _ LENGTH SPAN - GRAVITY CAPACITY- CAPACITY CAPACITY CAPACITY - TH $PAN - _ CAPACITY CAPACITY CAPACITY CAPACITY - - - - - - - 1p L-2 ` - _ - - - - - - - - - - - - - BOTR01'7 BAR rOP BAR CAPACITY 2151 (®5u n5L n)5u 2151 a75U (I)SL (2)5u BOTTOM BAR TOP BAR (05L n5U N5L n5U (051. (I)5U 2151 (2)SU _ D a� V 'H LLJ 3 -8 2 -4' PRECAST 2) (2).2 0 1691 1691. 2234 2234 3 -8' 2'-4' PRECAST ()1 (2)-2 45 102 20 w 91% 10= af RM• 2 4-0' 1-8' PRECAST (2)7 (2)7 1131 125 125 863 863 4'-0' Z'-8' PRECAST (1)7 (2)7 3651 10090 1440 12 BD000 4'-2' 2'-10' PRECAST !2) 7 !2) 7 1042 1320 1320 1119 Ills 4'-2' 2'-10' PRECAST !2) 7 (2) 7 - 3306 9256 6143 10000 4-4' 3-0' PRECAST (2).2 (2)7 %3 - 1230 1230 596 596 4'-4' 3'-V PRECAST (2)7 (2)7 3008 - 8053 6139 9566 IV- 4' G'1-/ . - - - - - - - - - - - - - _ _ - _ _ _ - 4--l' 3--4- PRECAST (2) 7 (2)-2 806 1081 1081 13% 13% 4'-8' 3'•4' PRECAST (2)-2 (2)-2 25M 6231 5150 1216 G.i _ - - - - - 5-8' 4.4' PRECAST (2)3 (2 7 596 - 846 - 846 1003 1011 5'-8'. 4'-4' PRECAST (2)3 (2)7 3514 3810 3211 1042 - 8/8-S-(1) #5 /(0) 5 8/6-S-(1)#5 [(0) #5 b-6' 5-4' PRECAST 1214 (2)7 456 693 693 688 190 6'-8' 5'-4' PRECAST (2)4 (1)7 2138 2138 2259 2895 l -8' b'-4' PRECAST (Z) 04 ( 7 315 568 568 499 641 1'-8' V-4' PRECAST (2) 4 (Z) 7 2108 2108 1645 2219 8-8' 1 T-4' PRECAST (2)4 2).2 1 316 1 480 480 1 315 54b 8'•8' T-4' 1 PRECAST(114 D 1809 1`110 1241 1195 8'-4' PRECAST (2)04 2 213 415 -415 291 412 9'-8' V-4' PRECAST (214 - Z - 516- 136 914 505 26 -SH 26 -SH ENTRY NOMINAL WIDTH/HEIGHT OF LINTEL s' ARCHTOP ARCHTOP 121-8' PLAIN OR SOLID LINTEL • EGRESS EGRESS ( � a [8/16-P4U/#L1- 16'-0'xZ'-0' O.N.r '•4'�,• No, OF ADDITIONAL #5 BARS IN UPPER s i•: •� '% - - OR LOWER LINTEL CAVITY "'''Ile. 1) #5 CONTINUOUS (1) ifs CONTINUOUS -' •�'i,+r rxo ••' �?•� g�I 3� •' 's •_ "� �•.. LINTEL 3t[rQ�. .r.•1•,�s-16' P 6 8'X16' KNOCKOUT BLOCK 3 8'X18" KNOCKOUT BLOCK A+' � ` �:e; •'� '• ~ SCALE:' = 1'-0' ELEVATION 'D' lt;roo ti;. - - : a - •�• ' ••� �" . ^K , . -. '+` '! ,3000 PSI GROUT '*-' • - •! 000 PSI GROUT ,�• �• rweo t"�'•�f4e •�• �•�+ •�• ,f+' '• '• +•r• (PLACED IN FIELD) o -a : IPLACED IN FIELD) auoo r ' �' :. r • i tl�k0 . •.. •�.•.• • • _ . t t/11f0 •' .G r ?• •. r ,'b, • • GENERAL NOTES: �!-: TOP BARS � •i . •f• TOP BARS r d�A :, 4, - '.' �'j •�'� i .•' •;' SEE SCHEDULE : •. SEE SCHEDULE - 1 " L CODES - - - - G . • s s •' ' • - • a • - i •'.�'' I.I. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R4022 4 8606 6 r • • 1 •= •: ' •'V , • cc '• 's•••f' 12. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 19012 4 2101. • (1) #5 CONTINUOUS • (1) #5 CONTINUOUS :,64*� '•i :� �. ,• •, ••• •• �f ' y 'A ,« �• 13. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). •� _ .� - I,4- AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10). rti ••i ft , y , y : • , `• ; ` �,4 • �'•2. CONCRETE: 7/32' STIRRUPS AT 4'-0' cc - //32' STIRRUPS AT 4'-0' cc - ,.• . ,,. , : '`r '� ' �� •' jc t (71ED OR MELDED) 71ED OR WELDED i m • S 4,. i !:'. y a 2.1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: el1MJ •-RA jc ( ) 4' r t ' d11c0 t ' r- - 2.1.1. PRE -CAST LU/STANDARD REINFORCEMENT -4000 PSI r ''t BOTTOM BAR � 'B BOTTOM BARS r r ±� r w 4 • ��• 2.12. PRE -CAST W PRESTRESS REINFORCEMENT -6000 PSI SEE SCHEDULE (PRECAST) SEE SCHEDULE 2.13, GROUT PER ASTM 0476 - 3000 PSI W/ MAX. 3/8' AGGREGATE, 6' TO 11' SLUMP. -icv (PRESTRESSED) �,w 3 13116' 3 13/16' 22, REINFORCING BARS: 22.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 222. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2) STRANDS 7/18'• 1 ' 1 ' I ' I ' ( WIRE STRESS RELIEVED 3 s 23 P . RE -STRESSED STRANDS ASTM A416 1 -WIRE, STRESS RELIEVED 210 KSI w. MIN N. 270ka1 PRESTRESSED 3'is 2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH AGI 315_ N. CABLE 3. CONCRETING OPERATIONS SHALL COMPLY WITH AGI STANDARDS. 3. MASONRY: 1 1 l , ,e>� �$. $/28-S-(1) OAJ) 95 � $ 3.1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 8/32-S-(11 5/(]) 5 32. MINIMUM MASONRY UNIT STRENGTH: PM 1500 PSL 33. MORTAR SHALL BE TYPE S. 8/16- _ PRECAST /(') 8/' 4. STRUCTURAL: PRESTRESSED 8120-5-0 5Z(1) #5 8/24 -S -(l) OAD 95 4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTION 8606.14 OR FLORIDA BUILDING 8/16 -S -(l) #5A1) 95 8/14-S-(1) 95/(1) �5 - CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.1.5 A R C H IT E C TS FAX:407-774-4078 www.abdesigngroup.com AA #:0003325 r TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 32" COMPOSITE LINTELS LINTEL - LENGTH CLEAR SPAN LINTEL TYPE - LINTEL STEEL GRAVITY GRAVITY CAPACITY CAPACITY BOTTOM BAR TOP BAR (051. WSU (1)-,L (11511 UPLIFT CAPACITY (15L W% UPLIFT CAPACITY (151. (2)5U '•10 I'-6 PRE 7 L 7 10000 10000 3'-6' 2'-2' PRECAST (2).2 (2) 7 10000 10000 10909 10000 4'-0' 2'-8' PRECAST (2) 7 - (2) 7 9213 10000 100010 10000 4'-b' Y-2' PRECAST (2) 7 (2) 7 6940 10000 10900 10000 4'-8' 3'-4' PRECAST (2) 7 (2).2 6364 10000 10000 10000 5'4' 4'-0' PRECAST (2) 3 (2) 7 Lvw 10000 %19 10000 5'-10' 4'-6' PRECAST (2) 3 (2) 7 8543 - 10000 1816 10000 V-4- 5'4' PRECAST (2) 04 (2) 7 10000 10000 6529 10000 I. -b. 5'-2' PRECAST (2) 4 (2).2 10000 10000 6155 10000 6'-6' 1 5'.-4' 1 PRECAST (2) •4 (2) 7 10000 10000 5811 lom 1-6' V-2' PRECAST (2) 04 - (2)-2 8581 10000 4455 8916 1'-8' V-4' PRECAST (2) 4 (2) 7 8112 10000 4240 8491 8'-0' b'-8' PRECAST - (2) 04 (2) 7 1436 10000 3853 1121 8'4 T-0' PRECAST (2)#4 - 12).2 6194 10000 3516 1060 9'-4' 8'4' PRECAST (2)-4 - 5)-2 5293 6983 2121 5501 10'4' 9'-2' PRECAST (2) 4 (2) 7 - 4086 5043 2094 1 4248 T-4' 1044' - PRECAST (2)5 (2).3 4221 4221 1163 - 3593 10'-8' PRECAST (2) 5 (2)3 3119 3119 549 3110 12'-6' 111-2' PRECAST - (2) 5 (2).3 3412 3412 111 2899 13'-4' 1 W-0' I PRECAST (2) 5 (2).3 2998 2998 121$ 2516 1'-0' 1 12'-8' PRECAST - (2) 5 (2) 13 2131 2131 1088 2260 1'-8' 13'-4' PRESTRESSED 12)'4 (2) 7 3231 3231 149 1484 544' 1'-0' PRESTRESSED (2) 4 (2).2 2945 2945 683 - 13$5 n'-4' 16'-0' PRESTRESSED (2) 04 1 (2)-2 1 2280 2280 532 1055 19'-4' 18'-0' PRESTRESSED (2)S - (2)3 1813 IBB 426 S44 PRESTRESSED (2) 5 (213 1689 1688 - 391 188 21'-4' 10'-0' PRESTRE85ED (115 (2) 3 113 413 - 348 691 21'-O' 20'-8' PRESTRE55ED (715 - (1) 3 _ 1380 1380 321 649 2404' 22'-8' PRESTRESSED !1) 5 (2) 3 1141 - 1141 214 544 REINFORCING SAFE 8" X TABLE No. 8 SCHEDULE & LOAD CAPACITIES WORKING LOADS (PLF) 14" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE - - LINTEL STEEL GRAVITY GRAVITY -. CAPACITY CAPACITY BOTTOM BAR TOP BAR (05L WSU - 1051. (I)SU UPLIFT - CAPACITY (151. (15U UPLIFT CAPACITY (15L (2)511 T-10- ' I -6' PRECAST !U (2) 7 15115 10000 10000 3'-6' Z' -Z' PRECAST (2) 7 5014 10000 10000 10000 4'-O' 2'-8' PRECAST 1217. (2)7 3651 10000. 1440 6000 4'-b' 3'•2' PRECAST (2) 7 (2) 7 2141 1021 5612 8228 4'-8' V-4' PRECAST (2).2 (2) 7 2519. 6231 5150 1216 W-4' 4'-0' PRECAST (2).3 (2) 7 4111 4411 3169 4630 51•10' 4'-1' - PRECAST (2).3 (2) 7 3344 3564 3065 3865 W-4' 5'-0' PRECAST (2)4 (2) 7 3038 30M 2539 3219 5'-2' PRECAST (2) 4 Z 2881 2881 2393 3048 6'-8' 5'4' I PRECAST !22 04 (2) 7 - 2138 2138 2259 26% l-6' 6'-Y I (2) 7 21W 21W 1129 2309 6 -4' 1 PRECAST (2) 4 2108 2108 1645 2219 -8' PRECAST (2) 4 1951 M51 494 2058 8'-4' 1'-0' PRECAST (2) 4 1825 1625 L%3 1918 9'-4' -0' PRECAST (2) 4 1 51l 1054 591 10'•6' 9'-2' PRECAST (2) 04 5 1265 801 1324 H'-4' 10'-0' PRECAST 12158 1138 b18 1181 10'-8' PRECAST (2) 5 ft -311041 1041 594 1081 12'-b' 11-2' PRECAST (2)5 8 988 541 1025 13'-4 @'-0' PRECAST (2)S 2 902 465 935 4'-0' 12-8'PRECAST (2)5 2 842 414 858 10'-8' CLCz. 9`-4` CLCD. TABLE No. 2 TABLE No. 10 _ REINFORCING SCHEDULE & LOAD CAPACITIES REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) SAFE WORKING LOADS (PLF) t. r. 8" X 6" RECESS DOOR HEADER 8" X 14" RECESS DOOR HEADER tl�W ..• - N •I - LINTEL CLEAR LINTEL TYPE - LNTEL STEEL - UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT - LINTEL CLEAR LINTEL TYPE - LINTEL STEEL - GRAVITY GRAVID UPLIFT UPLIFT - - (n '� - _ LENGTH SPAN - GRAVITY CAPACITY- CAPACITY CAPACITY CAPACITY - TH $PAN - _ CAPACITY CAPACITY CAPACITY CAPACITY - - - - - - - 1p L-2 ` - _ - - - - - - - - - - - - - BOTR01'7 BAR rOP BAR CAPACITY 2151 (®5u n5L n)5u 2151 a75U (I)SL (2)5u BOTTOM BAR TOP BAR (05L n5U N5L n5U (051. (I)5U 2151 (2)SU _ D a� V 'H LLJ 3 -8 2 -4' PRECAST 2) (2).2 0 1691 1691. 2234 2234 3 -8' 2'-4' PRECAST ()1 (2)-2 45 102 20 w 91% 10= af RM• 2 4-0' 1-8' PRECAST (2)7 (2)7 1131 125 125 863 863 4'-0' Z'-8' PRECAST (1)7 (2)7 3651 10090 1440 12 BD000 4'-2' 2'-10' PRECAST !2) 7 !2) 7 1042 1320 1320 1119 Ills 4'-2' 2'-10' PRECAST !2) 7 (2) 7 - 3306 9256 6143 10000 4-4' 3-0' PRECAST (2).2 (2)7 %3 - 1230 1230 596 596 4'-4' 3'-V PRECAST (2)7 (2)7 3008 - 8053 6139 9566 IV- 4' G'1-/ . - - - - - - - - - - - - - _ _ - _ _ _ - 4--l' 3--4- PRECAST (2) 7 (2)-2 806 1081 1081 13% 13% 4'-8' 3'•4' PRECAST (2)-2 (2)-2 25M 6231 5150 1216 G.i _ - - - - - 5-8' 4.4' PRECAST (2)3 (2 7 596 - 846 - 846 1003 1011 5'-8'. 4'-4' PRECAST (2)3 (2)7 3514 3810 3211 1042 - 8/8-S-(1) #5 /(0) 5 8/6-S-(1)#5 [(0) #5 b-6' 5-4' PRECAST 1214 (2)7 456 693 693 688 190 6'-8' 5'-4' PRECAST (2)4 (1)7 2138 2138 2259 2895 l -8' b'-4' PRECAST (Z) 04 ( 7 315 568 568 499 641 1'-8' V-4' PRECAST (2) 4 (Z) 7 2108 2108 1645 2219 8-8' 1 T-4' PRECAST (2)4 2).2 1 316 1 480 480 1 315 54b 8'•8' T-4' 1 PRECAST(114 D 1809 1`110 1241 1195 8'-4' PRECAST (2)04 2 213 415 -415 291 412 9'-8' V-4' PRECAST (214 - Z - 516- 136 914 505 26 -SH 26 -SH ENTRY NOMINAL WIDTH/HEIGHT OF LINTEL s' ARCHTOP ARCHTOP 121-8' PLAIN OR SOLID LINTEL • EGRESS EGRESS ( � a [8/16-P4U/#L1- 16'-0'xZ'-0' O.N.r '•4'�,• No, OF ADDITIONAL #5 BARS IN UPPER s i•: •� '% - - OR LOWER LINTEL CAVITY "'''Ile. 1) #5 CONTINUOUS (1) ifs CONTINUOUS -' •�'i,+r rxo ••' �?•� g�I 3� •' 's •_ "� �•.. LINTEL 3t[rQ�. .r.•1•,�s-16' P 6 8'X16' KNOCKOUT BLOCK 3 8'X18" KNOCKOUT BLOCK A+' � ` �:e; •'� '• ~ SCALE:' = 1'-0' ELEVATION 'D' lt;roo ti;. - - : a - •�• ' ••� �" . ^K , . -. '+` '! ,3000 PSI GROUT '*-' • - •! 000 PSI GROUT ,�• �• rweo t"�'•�f4e •�• �•�+ •�• ,f+' '• '• +•r• (PLACED IN FIELD) o -a : IPLACED IN FIELD) auoo r ' �' :. r • i tl�k0 . •.. •�.•.• • • _ . t t/11f0 •' .G r ?• •. r ,'b, • • GENERAL NOTES: �!-: TOP BARS � •i . •f• TOP BARS r d�A :, 4, - '.' �'j •�'� i .•' •;' SEE SCHEDULE : •. SEE SCHEDULE - 1 " L CODES - - - - G . • s s •' ' • - • a • - i •'.�'' I.I. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R4022 4 8606 6 r • • 1 •= •: ' •'V , • cc '• 's•••f' 12. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 19012 4 2101. • (1) #5 CONTINUOUS • (1) #5 CONTINUOUS :,64*� '•i :� �. ,• •, ••• •• �f ' y 'A ,« �• 13. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). •� _ .� - I,4- AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10). rti ••i ft , y , y : • , `• ; ` �,4 • �'•2. CONCRETE: 7/32' STIRRUPS AT 4'-0' cc - //32' STIRRUPS AT 4'-0' cc - ,.• . ,,. , : '`r '� ' �� •' jc t (71ED OR MELDED) 71ED OR WELDED i m • S 4,. i !:'. y a 2.1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: el1MJ •-RA jc ( ) 4' r t ' d11c0 t ' r- - 2.1.1. PRE -CAST LU/STANDARD REINFORCEMENT -4000 PSI r ''t BOTTOM BAR � 'B BOTTOM BARS r r ±� r w 4 • ��• 2.12. PRE -CAST W PRESTRESS REINFORCEMENT -6000 PSI SEE SCHEDULE (PRECAST) SEE SCHEDULE 2.13, GROUT PER ASTM 0476 - 3000 PSI W/ MAX. 3/8' AGGREGATE, 6' TO 11' SLUMP. -icv (PRESTRESSED) �,w 3 13116' 3 13/16' 22, REINFORCING BARS: 22.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 222. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2) STRANDS 7/18'• 1 ' 1 ' I ' I ' ( WIRE STRESS RELIEVED 3 s 23 P . RE -STRESSED STRANDS ASTM A416 1 -WIRE, STRESS RELIEVED 210 KSI w. MIN N. 270ka1 PRESTRESSED 3'is 2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH AGI 315_ N. CABLE 3. CONCRETING OPERATIONS SHALL COMPLY WITH AGI STANDARDS. 3. MASONRY: 1 1 l , ,e>� �$. $/28-S-(1) OAJ) 95 � $ 3.1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 8/32-S-(11 5/(]) 5 32. MINIMUM MASONRY UNIT STRENGTH: PM 1500 PSL 33. MORTAR SHALL BE TYPE S. 8/16- _ PRECAST /(') 8/' 4. STRUCTURAL: PRESTRESSED 8120-5-0 5Z(1) #5 8/24 -S -(l) OAD 95 4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTION 8606.14 OR FLORIDA BUILDING 8/16 -S -(l) #5A1) 95 8/14-S-(1) 95/(1) �5 - CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.1.5 A R C H IT E C TS FAX:407-774-4078 www.abdesigngroup.com AA #:0003325 r � �000000000� SUBDIV. & LOT: KENSINGTON RESERVE (LOT #28) MODEL: SEAGATE (VERSION#04) PROJECT#: 02997.000/028R1 PAGE: LINTEL PLAN (LOTT)S) ARCHITECT. STATE OF FLORIDA MAY 2 010 JAME C NTWELL AR 12079 rD : 5/24/18 SCALE: 1/4"=1 II -0" SHEET 3G OF - 1-1' TO 9'-4' (PRECAST) 554 699 1160 1625 2564 3486 2818 3302 2 - 25 -SH GREAT RM. , OWNERS SUITE 9'_5' W'-&' TO W-6(PRECAST) 415 8 - - - L—� - - V-4' L/L�. C - - - - - - _ - - - - � - - - - 535 90 r141 2093 1111 2163 2536 - 581 945 1366 1846 1413 3111 4006 - - - S'- 4' LCx. 10'-l' TO Ir -4' (PRECAST) 362 - -_ - 813 1254 1684 2193 2805 3552 DINETTE II' -5' TO 12'-0' (FRECABT) 331 -.. - _ N - - - .-. .. - - - _ - - 411 12'-t' TO 3 -4' (P1�CA8T) 2% 755 1075 1428 1538 1316 2863 J' Q ,1' C'� - - - - _ - . L -5A —4LC. 3:13'-5' TOt4'.0'(PRECAST) 219 > �V(/� /^\ 424 106 1001 1326 1691 1@1 2630 14'-t' 7014'-B' CPI�9TI�SSED) NR NR _ NR I NR;..NR NR NR EXTERIOR MASONRY WALL 5RG. HEIGHTS LOAD 5RG. WALL 44^1ZT=4t4nfMC LINTEL SCHEDULE LINTEL NO. LENGTH TYPE: V-4' 5RG. HT. COMMENTS L-1 11'-4' SF36 -15AT PRESTRESSED L-2 4'-6' SW14-05AT RECESSED L-3 V-4' SFI(o-15AT 8F8 -IT L-4 3'-6' SFI6-05AT SF24-IT L-5 4'-6' SF16-05AT L -5A 13'-4' SF16-15AT 3'-6' TO 4'-4' (PRECAST) 905 p. 1668 _ - SFI6-15AT 3056 3151 L-1 1'-6' SF16-15AT MATERIALS L -1A 1'-6' SF16-15AT 3524 L-15 11'-4' SFI6-15AT �MNaA REQo L -S 9'-4' SF16-15AT analysis per ACI 318 and ACi 530 L-9 4'-6' SF16-05AT 3815 L-10 4'-61 SFI6-05AT 2. 2 L-11 4'-6' 8Firo-05AT m=1500psi ,• L-12 5'-4' SF16-0511T. 4043 L-13 4'-6' 8F16-05/17 Grout per ASTM 0416 f'g . 3000 psi w/ 3. 3/8 inch OArC LVAIJJ (LOO/r I 0- r-ICCL.A0I U -LIN I CLtl ------------ UPL IFT 10mw OVERALLLINTEL LENGTH UPLIFT 9WID-R OW 4-K LINTEL PLAN . OVERALL LINTEL LENGTH 8F8 -IT 8F12 -R SIF%AT 8F10 -IT SF24-IT 8F19 -IT 8F32 -IT SCALE:' _ 1'-0' ELEVATION 'D' RCM 3'-6' TO 4'-4' (PRECAST) 905 p. 1668 _ - 2362 3056 3151 4445 EUB We MATERIALS GENERAL NOTES S. Safe load rating based on rational design 2655 3524 SAFE LOAD TABLE NOTES TYPE DESIGNATION 6132 �MNaA REQo - 1025 1024 1598 analysis per ACI 318 and ACi 530 1363 2305 -_ 3060 3815 4510 5335 6019 2. 2 F'c 8' precast lintel l 4000 pal I. F'c prestressed lintel = 6000 psi 2. Provide full mortar bed and head oints. 1 Shore filled lintels as required. q 10. The exterior surface of lintels installed in exterior concrete masonry walls shall have a m=1500psi ,• I- All values based on minimum 4 inch 1. For composite lintel heights not shown, use safe 4043 ° F 4 = . 1-1/2' CLEAR 3. Grout per ASTM 0416 f'g . 3000 psi w/ 3. 3/8 inch Installation of lintel must comply with the coat(ng of stucco applied in accordance with ASTM C-296 or other approved coating. SEE SAFE LATERAL LOAD 2216 DAKE nominal bearing. Exception: Safe loads for unfilled lintel& must be reduced by 20% if bearing length is load from next lower height shown. 8. For lintels lengths not shown, use safe load from F =FILLED WITH GROUT / U =UNFILLED 4 l7 e 411 411 339 maximum aggregate 4 8 to II inch slum 4. architectural and/or structural documents. U -Lintels are manufactured with 5 1/2' long 11. Lintels loaded simultaneous) with vertical y (gravity or lift) and horizontal (lateral) g TABLES FOR LOAD RATING FOR EACH ADDITIONAL 2. less than 6 1/2 inches.REI N.R - Not Rated next longest length shown g g r --QUANTITY OF S A AT BAR E�OTTOM OF LINTEL CAVITY Q 1 �:•. C.M.U. 4. Concrete Masonry Units (CMU) per ASTM notches at the ends to accommodate vertical y loads should be checked For the combined REINFORCED CMU FULL 3. Safe loads are superimposed allowable loads. S. All ea Fe loads in units of pounds per linear foot 10. All 1474 Q 231 _ `1136 2500 _ _ _ G90 w/minimum net area compressive strength = 1900 pal S. cell reinforcing and grouting. Reference the CAST -CRETE Load Deflection loading with the following equation: COURSE 4- Safe loads based on grade 40 or grade 60 field safe loads based on simply supported $pan. aFiro_ / _ Ln �° 2011 5. 6. Rebar per ASTM 5615 grade 60 Prestressing Strand per ASTM 5416 grade 6. 370 low Graph brochure for lintel deflection information. Bottom field added rebar to be located a the Applied vertical load Applied horizontal load { S ID Safe vertical load Safe horizontal load /2' -LR TYP 5. rebar. One'f rebar may be substituted For two *5 rebare in 8' lintels only IL The number in the the parenthesis indicates the percent reduction for grade 40 field added rebar. Example 1'-6' lintel type SF32-IB 4 �j � Z GROUT - 452 relaxation bottom of the lintel Cavity. 410 1 ; • r 05 6. The desi ner may evaluate concentrated loads g y p yp safe load 6412(&) `QUANTITY OF '5 1585 wo REBAR AT BOTTOM 1. Mortar per ASTM G210 type M dr S 1. 1/32' diameter wire stirrups are welded to the bttom 12. Additional lateral load ca acct can be capacity (2) REBAR GR40 or GR60 601 from the safe load tables b calculating the y g gravity - w/ 15% reductic" 6412 (853 = 55m1 REBAR AT TOP 1323 OF LINTEL CAVITY 324 6. steel for mechanical anchorage. g Coast -In-place concrete may be provided in obtained by the designer by providing additional reinforced concrete masonry above • � • 560 maximum resisting moment and shear at d -away from face of support. p!f NOMINAL HEIGHT 1220 BOTTOM REINFORCING 2g3 300 composite lintel In lieu of concrete masonry units. the lintel. See detail at right: 334 520 612 - 815 NOMINAL WIDTH 1-5/8'ACTUAL PROVIDED IN LINTEL 284 91 14'-9' TO 3'-4' (PRESTRESSED)224 313 486 621 169 911 1054 NR 259 (VARIES) 3'-5' TO n'-4' (PRESTRESSED) _-101 263 405 521 - 638 756 813 NR 8' NOMINAL WIDTH 64 OArC LVAIJJ (LOO/r I 0- r-ICCL.A0I U -LIN I CLtl UPL IFT 10mw OVERALLLINTEL LENGTH UPLIFT 9WID-R OW 4-K LATERAL . OVERALL LINTEL LENGTH 8F8 -IT 8F12 -R SIF%AT 8F10 -IT SF24-IT 8F19 -IT 8F32 -IT &ft& (TYPE OF LINTEL)- RCM 3'-6' TO 4'-4' (PRECAST) 905 p. 1668 _ - 2362 3056 3151 4445 EUB We ROM 1'-6' TO 3'-6' (PRECAST) 1569 2655 3524 4394 _ 5263 6132 1001 - 1025 1024 1598 3'-1' TO 4'-0' (PRECAST) 1363 2305 -_ 3060 3815 4510 5335 6019 765 763 1309 4'-r TO 4'-6' (PRECAST) 1201 z 2040 2101 3315 4043 4111 5319 592 - 591 1013 4'-l' TO 5'-{' (PRECAST) 1016 . __ flit, 2216 DAKE 2838 •.. 3399 _ 3%1 4911 _. 411 411 339 743 616 5'-5' TO 5'-10' (PRECAST)5M 1561 2080 2599 310-1 3620 4133 _. .._.._-_ _ - 340 5' -Ir TO 6'-6' (FRECAST) 635 1401 1868 2329 2190 3251 3112 501 121 534 490 363 121 1065 1624 2025 2426 2821 3228 6'-1' TO 1'-6' (PRECAST) _ _ - 424 7'-1' TO 9'-4' (PRECAST) 591 108 1136 - 1474 1615 231 _ `1136 2500 _ _ _ 326 54I 230 9'-5' TO IB' -b' (PRECAST) 530 575 916 1188 =32 1461 M0 2011 284 - 401 - 180 W-770 Ir -4' (PRECAST) _ 414 504 600 a 1 1031 1214 1513 , 1153 260 - 452 34 11'-5' TO W-0' (PRECAST) - 410 1 458 124 _ 938 133 1369 1585 244 402 - 131 17-1' TO 13'-4' (PRECAST) 418 1 386 601 1 785 964 1143 1323 211 324 110 131-51 TO 14'-0' (PRECAST) 364 358 560 724 8B9 1054 1 __- - 1220 205 2g3 300 I4'-1' TO 14'-8' (FRESTRE55ED) 239 334 520 612 - 815 916 1131 - NR 284 91 14'-9' TO 3'-4' (PRESTRESSED)224 313 486 621 169 911 1054 NR 259 83 3'-5' TO n'-4' (PRESTRESSED) _-101 263 405 521 - 638 756 813 NR 194 64 Il' -9' TO NS' -4' (PRESTRESSED) 162 229 348 _ ._ _ 441 __... 541 641 ..-. 141 - _ NR 148 52 19'-5' TO 21'-4' (PRESTR E55ED) 142 204 301 393 480 568 608 -- V NR - Y19 42 - 21'-5' TO 22'-O'.(PRE5TF2ES8ED)- 131 191 295 319 462 546 630 NR IW 40 22'-1' TO 24'-0' (PRESTRESSED) 124- Pl9 261 3195'' 342 416 492 561 8'PRECAST W/2" RECESS DOOR U -LINTELS SAFE LOADS (LBS/FT) BAST W/2'RECESS DOOR U -LINTELS SAFE LOADS (LBS/FT) 4-1`4mw UPL IFT OVERALLLINTEL LENGTH 8W -6 -IT 9WID-R OW 4-K 8W1S-IT ERM -IT SW26-IT 8rF30-IT (TYPE OF LINTEL) &ft& SW& RCM 3'-6' TO 4'-4' (PRECAST) 905 p. 1668 _ - 2362 3056 3151 4445 5 140 158 157 1164 4'-0' TO 4'-b' (PRECAST)867 1604 2212 2939 3601 4215 - 49 43 694 693 1013 4'-1' TO 5'-6' (PRECAST) n91 2326 2854 3382 3 911 408 407 655 - 5'-9' TO 5'-10' (PRECAST) 655 1201 `929 1146 2255 2133 _ a 3286 3199 382 381 616 5'-h' TO 6'-8' (PRECAST) 510 .. -`506 1530 1980 2429 -- 2815 3329 595 788 464 6'-9' TO l' -b' (PRECAST) _ 141 1364 M65 2166 m 2561 _ 2%8 f 614 363 1'-1' TO 9'-e' (PRECAST) 395 468 . 884 ._. _ 1221 1540 1959 2180 310 490 214 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #28) MODEL: SEAGATE (VERSION#04) PROJECT#: 02997.000/028R1 PAGE: LINTEL PLAN (CAST -CRETE) \000000000 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #28) MODEL: SEAGATE (VERSION#04) PROJECT#: 02997.000/028R1 PAGE: LINTEL PLAN (CAST -CRETE) L-3 LINTEL PLAN. SCALE -.41 = 1'-0' ELEVATION '01 REINFORCING SCHEDULE & LOAD CAPACITIES LINTEL NO. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS TYPE: 9'-4' 5iZ3. NT. COMMENTS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY CAPACITY (0)#5L (1)#5U (1)#5L DETAIL'U' GRAVITY CAPACITY (1)#5U DETAIL'V' UPLIFT CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U DETAIL'U' &'V' UPLIFT CAPACITY (1)#51- (2)#5U DETAIL'W' 7-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-7' PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No. 3 9576 10000 10000 10000 5'4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7009 10000 10000 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5700 10000 10000 10000 6'-6" 5'-7' PRECAST (2) D4.5 WIRE 2 No. 4 7924 10000 9263 10000 7-6" 6'-7' PRECAST (2) D4.5 WIRE 2 No. 4 5748 10000 6723 10000 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 5473 9564 6402 10000 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 4978 1 8706 5824 10000 64" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 4546 7957 5320 10000 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3536 6205 4141 7410 10'4" 9'-7' PRECAST (2) D4.5 WIRE 2 No. 4 2725 4798 3194 5322 11'-4" 101-0" PRECAST (2) No. 3 2 No.5 3615 5348 2699 4424 12'-0" 101-8" PRECAST (2) No. 3 2 No. 5 3191 3670 2379 3894 12'-6" 11'-T PRECAST (2) No. 3 2 No. 5 2919 3369 2174 3572 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 2535 1 2961 1884 3137 14'-0" 17-8" PRECAST (2) No.3 2 No.5 2278 2698 1691 2856 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.4 3326 3326 1829 2919 164" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.4 3031 3031 1666 2702 174" 16'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ 2 No.4 2346 2346 1290 2210 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.5 1865 1865 1029 1869 20'-0" 18'x" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.5 1737 1737 959 1778 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.5 1516 1516 839 1620 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.5 1420 1420 787 1551 24'-0" 27-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + (2) No. 5 1250 1250 658 1300 REINFORCING SCHEDULE & LOAD CAPACITIES ■ N N t-13 LU QUALITY PRECAST COMPANY 'STRONG' ON SERVICE [!!�P.O. Box it - Brandon, Florida 33509-0011 LINTEL NO. SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS TYPE: 9'-4' 5iZ3. NT. COMMENTS 24'-0" 22'-&' 1 PRESTRESSED LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY CAPACITY (0)#5L (1)#5 DETAIL'H' GRAVITY CAPACITY (1)#5L (1)#5 DETAILV UPLIFT CAPACITY (0)#5L (1�#5U DETAIL 'H' &'J' UPLIFT CAPACITY (1)#5L (2)#5U DETAIL V GRAVITY & UPLIFT SAFE LOADS PLF) DETAIL'DB' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 8'-4' 8/16-8-(UU/CIX. 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 LINTEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 SPAN SIZE L -S 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 5/16-s-1i1U/(0X. 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 606 1097 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 (2) No. 4 542 669 669 462 537 8'-4" t9 5'4" 4'4" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 PRECAST (2) D4.5 WIRE 6'-6" 1 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 (TIED OR WELDED) 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 (2) D4.5 WIRE (2) No.3 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 SEE SCHEDULE 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 8687 9503 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 3647 9133 7835 11'-4" 1 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 (2) No.3 2990 7025 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1439 1439 1075 1439 (2) D4.5 WIRE (2) No. 3 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-N' 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 5'-0" PRECAST 14'-U' 12'-8" PRECAST (2) No.3 2 No. 5 1149 1149 760 1149 6'-4" 6'-0" 14'-8" 134" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.4 1419 1419 850 1347 9-8" 8-4" 154" IN -Y' PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.4 1291 1291 775 1270 17'-4" 16-9. PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.4 993 993 600 1084 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.5 1035 1035 478 936 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.5 961 961 446 872 CLEAR DOOR 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.5 834 834 390 763 (1) #5 CONTINUOUS REQ -D. LENGTH 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 2 No.5 720 720 366 716 ■ N N t-13 LU QUALITY PRECAST COMPANY 'STRONG' ON SERVICE [!!�P.O. Box it - Brandon, Florida 33509-0011 LINTEL NO. LENGTH TYPE: 9'-4' 5iZ3. NT. COMMENTS 24'-0" 22'-&' 1 PRESTRESSED (2) No. 3 (2) 7/16 strand + 642 642 1 2 No.5 306 1 599 PRESTRESSED L-2 . 4'-S' 8/14-S-111U/(0X. RECESSED LATERAL SAFE LOADS (PLF) S'-4' GRAVITY & UPLIFT SAFE LOADS PLF) DETAIL'DB' L-4 3'-6' 8/16-S-(W1(0A- 3'-8" 7-4" L-5 8"x8" RECESS DOOR HEADER 2'-4" 2'-0" PRECAST 8"x8" RECESS DOOR HEADER L -5A 8'-4' 8/16-8-(UU/CIX. 4'4" O (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 TOTAL CLEAR LINTEL LATERAL SAFE LOAD DOOR LINTEL LINTEL STEEL STEEL TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD &A&-S-(Iw(1)L 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1137 1137 L-15 A Z 17 (2) No. 3 1367 1553 1553 1284 LENGTH SPAN SIZE TYPE TOP WIRE / PLAIN SOLID BAR BOTTOM BAR LENGTH SPAN SIZE L -S 4'-6' SOLID SOLID STEEL #5 (1) U (0) L #5 (1) U (1) L BOTTOM PLAIN SOLID SOLID #5 (1) U (0) L #5 (2) U (1) L L-10 ■ N N t-13 LU QUALITY PRECAST COMPANY 'STRONG' ON SERVICE [!!�P.O. Box it - Brandon, Florida 33509-0011 LINTEL NO. LENGTH TYPE: 9'-4' 5iZ3. NT. COMMENTS L-1 11'-4' 5/36-84UU/(1X. PRESTRESSED L-2 . 4'-S' 8/14-S-111U/(0X. RECESSED L-3 S'-4' S/16-S-(1X1/(IX. DETAIL'DB' L-4 3'-6' 8/16-S-(W1(0A- 3'-8" 7-4" L-5 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE L -5A 8'-4' 8/16-8-(UU/CIX. 4'4" L-6 (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 L-1 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1259 1259 4'-2" 2'-10" 2'-6" PRECAST L -IA V-0' &A&-S-(Iw(1)L 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1137 1137 L-15 11'-4' 8/16-S-(UU/(1)L (2) No. 3 1367 1553 1553 1284 L-8 V-4' 8/16-8-(11U/(iX. 4'4" L -S 4'-6' 5/16-5-(1111/(0X. 1131 L-10 4'-6' 8/16-8-C11U/10X. 4'-4" 4'-0" PRECAST L-11 4'-6' 5/16-s-1i1U/(0X. 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 606 1097 L-12 V-4' 8/16-S-(UU/(0)L (2) No. 4 662 816 816 650 654 L-13 4'-6' 8/16-5-(UU/(0X. 6'-4" 6'-0" PRECAST A R C H 1 T E C T3 -) Design FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r llb GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER 2-10" 2-6 PRECAST (2) D4.5 WIRE (2) No.3 9563 10000 10000 10000 TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD DETAIL DA DETAIL DB LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLID SOLID #5(1)U(0)L #5(1)U(1)L #5(1)U(10)L #5(2)U(1)L 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 4336 10000 6110 10000 BAR DETAIL'DA' DETAIL'DB' DETAIL'DC' #5 Ili U Ili L DETAIL'DB' &'DC DETAIL'DD' 3'-8" 3'-8" 7-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1640 1790 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1386 1410 4'4" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-7 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1259 1259 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1137 1137 4'-4" 3'-W 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 929 929 4'4" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 .1363 1363 1131 1131 5'-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 559 559 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 606 1097 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 -w '' 6'-4" 6-0'" PRECAST (2) D4.5 WIRE (2) No.4 498 863 7'48" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 8'-4" t9 8'4r PRECAST (2) D4.5 WIRE (2) No. 4 294 510 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 A R C H 1 T E C T3 -) Design FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r llb GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER 2-10" 2-6 PRECAST (2) D4.5 WIRE (2) No.3 9563 10000 10000 10000 TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD (2) No.3 8654 10000 10000 10000 4'4r LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLID SOLID #5(1)U(0)L #5(1)U(1)L #5(1)U(10)L #5(2)U(1)L 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 4336 10000 6110 10000 6'-8" 5-4" 5'-0" PRECAST (2) D4.5 WIRE DETAIL'DU' DETAIL'DV' DETAIL'DU' &'DV DETAIL'DW 7'$" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE 3'-8" 2'-4" 2'40" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 (2) No.4 2202 5434 1680 5174 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" RECESS DOOR HEADER 4'-0" 7-9' 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 2' 2' A R C H 1 T E C T3 -) Design FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r llb 4-2" 2-10" 2-6 PRECAST (2) D4.5 WIRE (2) No.3 9563 10000 10000 10000 CLEAR 4'-4" 3'-0" 2'-g" PRECAST (2) D4.5 WIRE (2) No.3 8654 10000 10000 10000 4'4r 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 7102 10000 9975 10000 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 4336 10000 6110 10000 6'-8" 5-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 5323 10000 4103 10000 7'$" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3810 10000 2929 9691 1 91-8 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2202 5434 1680 5174 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" RECESS DOOR HEADER A R C H 1 T E C T3 -) Design FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r llb TOP LEG BARS: TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD 3000 PSI GROUT (PLACED IN FIELD) (SEE SCHEDULE) LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLID SOLID 2' 2' lk #5 (1) U (0) L #5 (T) U (1) L #5 (1) U (0) IL #5 (2) U (1) L #5 1 U 1 L ` (1) #5 CONTINUOUS REQ -D. DETAIL'DH' DETAIL'DJ' DETAIL -DH- &'DJ' DETAIL'DK' 1 PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc 3'-8" 2' 4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 -400Lf) (TIED OR WELDED) �000000000� BOTTOM BARS 4'-0" 2'-8" 74" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 SEE SCHEDULE 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 3 4'-4" 3'-( 2'$" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 78, 4'$" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 NOTES: 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 6'�" 5'-4" 5'-0" PRECAST 2 D4.5 WIRE O (2) No.4 2976 2976 2676 2737 TYPICALLINTEL SECTION 7'-W 6'-4" 6'-0" PRECAST (2)D4.5WIRE (2)No. 4 2292 2292 1,918 2121 PRECAST CONCRETE 9-8" 8-4" 8-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 GRAVITY & UPLIFT SAFE LOADS (PLF) 30MPSI GROUT TOP LEG BARS: 8"x12" RECESS DOOR HEADER (PLACED IN FIELD) (SEE SCHEDULE) 2-7 2' TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD (1) #5 CONTINUOUS REQ -D. LENGTH SPAN SIZE WIRE / BAR BOTTOM BARSOLID SOLID SOLID PER STRUCTURAL PLAN PLAIN #5 (1) U (0) L #5 O U (0) L #5 (2) U (1) 713T-100 STIRRUPS 4'-0" cc #5 1 U 1 L Ifilm ('o (TIED (TIED OR WELDED) DETAIL'DE DETAIL 'DF DETAIL'DF &'DF DETAIL'DG' BOTTOM BARS 3'-0" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 -wuSEE SCHEDULE 4'-0" 2'-8" 7-4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 ' 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'-4" 3'-0" 2'48" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL -ASTM A615 5'48" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 TYPICAL RECESS DOOR HEADER SECTION - 6'-8" 5'-4" 5-0" PRECAST (2)D4.5WIRE (2)No. 4 1764 1763 1578 1578 PRECASTCONCRETE 7'-8" 6'-4" ` 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9148" 8'-4" 8'4" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 A R C H 1 T E C T3 -) Design FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r llb � lk �000000000� SUBDIV. & LOT: KENSINGTON RESERVE (LOT #28) MODEL.- SEAGATE ODEL:SEAGATE (VERSION#04) PROJECT#: 02997.000/028R1 PAGE: LINTEL SCHEDULE (QUALITY PRECAST) ARCHITECT STATE OF FLORIDA MAY 2 018 JAM E NTWELL AR NQ 12079 D E: 5/24/18 S ALE:1/4"=1'-0" SHEET 3 E: or 6 HEADER SPAN- CHART = _ = I I = = _ _ A01B (HEADER SIZES PER CHART, U.N.O.) li AOS SINGLE STORY_ APPLICATION XT10 SIZE CLEAR SPAN CONNECTOR S C HE D ULE CONTROL DATE: 01-01-15 UP TO W-4' SIMPSON W-4' TO 1'-0' USP DBL 2 x 12 10'-0' AND OVER DES. UPLIFT GRAVITY DES. 1 UPLIFT GRAVITY 1 FASTENER DBL 2 x 8 META -I6 1450 - HTA 16-18 1400 (1) 10d x 11/2' I -PLY, (6) Ibd 2 -PLY; (USP: (10) 10d X 11/2' - NO I6d OPTION) - - --1F--"--n-- II I (2) META -I6. 1985 1900 - (2) PTA 16-18 - 2800 - (10) 10d x 11/2' 1 -PLY, (USP: (10) 10d x 1 I/2') (14) 16d 2 -PLY (USP: NO 16d OPTION) - - I I I II O (I HETA-16 1810 - HTA 16 1615 (9) 10d x 1 14' 1 -PLY, (8) Ibd 2 -PLT USP: (10) 10d x 1 I/2', NO I6d OPTION I= I HETA-20 - 1810 HTA 20 1615 (9) 10d x 1 1/2' I -PLY, (5) I6d 2 -PLY USP: (10) 10d x 1 1/2', NO 16 OPTION A13 - (2) HETA-20 2035 - 2500 - (2) HTA-20 - - - 3110 - - (10) 10d x 11/2' 1 -1 -LY - USP: (10) 10d x 1 1/2' - - - - - (12) Ibd 2 -PLT - - (USP: NO I6d OPTION) z O LGT-2 2150 LU6T-2 M15 (U - 1/4' x 2 1/4' TITEN, 2 PLY (USP: BLK (5) 1/4' WB, WOOD (16) 10d n DETAL-20 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 (I8) - 10d x 1 1/2, 1 PLY - - MGT + 3965 - - MUGT - - 4000 (05/9' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) 10d TO WOOD) I I II II - I) II I u u u II - HGT-2 + 10980 - NWT -2 - 9365 - (2) 3/4' A.T.R. M HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (USP: WOOD (8) i0d) II u HGT-3 + - 10530 HUGT-3 - 9365 (2) 3/4' A.T.R. M HIGH STRENGTH EPDXY (MN. 12' EMBED), (1(.) 10d TO WOOD (USP: WOOD (8) 10d) - - LGT3-50525 3285 - - LUGT-3 5330 (12) SDS 1/4'x2 1/2' TO GIRDER (4) 3/8' x 5' TITEN HD TO WALL NSP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W525) _ — — LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA - WALL 1555 - - - (10) 10d x 1-1/2' (USP: (10) 10d x 1 1R' _ - - A150 (2) META -16 VGT 4940 NO USP CONVERSION FOR 59-IPSCN VGT (U 5/8' A.T.R. M HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) -SDS 1/4'X3' TO WOOD (2) VGT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.T.R. M HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) -SDS 1/4'X3' / 2 PLY — MT5-12 1000 MTW 12 1595 (14) 106 x 1 1/2' (USP: (14) 10d x 1 1/2', (14) 10d). _ _ = HTS -ib - 1150 - HTW 16 1660 - (16) 10d x 1 1/2 - - (USP: (I6) 10d x 1 1/2', (I6) 10d) - HTS -20 1450 - - HTW 20 2045 - (24) 10d x 1 1/2' - - NSP: (24) 10d x 1 1/2', (20) 10d) -HTS-24 - 1450 - HTW 24 2045 - (24) 10d x 1 1/1' (USP: (24) 10d x 1 1/2', (20) 10d) - LSTA-12 . - 925 LSTA 12- 910 - (10) 10d USP: (10) 10d - - A02 LSTA-18 +. 1235 LSTA 18 1360 (14) 10d USP:. - (14) I0d _ CJ5A MSTA-18 •. - 1315 MSTA-18 - 1315 (14) 10d - - - USP:- (14) 10d - - N MSTA-24 .. 1640 MSTA-24 1,150 (18) 10d - USP; (18) I0d MSTA-30 +. 2050 MSTA-30 2140 - (22) 10d - USP: (22) 10d - - < MSTA-36 ++ 2050 - MSTA-36 2525 (26) 10d - USp: (26) 10d - F- MSTI-36 3800 KSTI 236 3090 - (3( ) 10d x 1 1/2' - USP: (36) 10d x 1 1/2' N MSTI-48 5065 KT51 248 4250 - (48) IDd x 1 1/2' USP: (48) 10d x 1 1/2' - H6 - 950 LFTA 6 1595 - (8) 8d TO PLATES, (8) 8d TO STUDS (USP: (I6) 8d x 1 1/2', (16) Sol) - - SP4 885 SPT 4 945 (6) 10d x 1 1.4' TO STUDS - - USP: (6) 10d x 1 1/2' TO STUDS - - A34 395 - MP 34 410 (4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 1/2TO POST. USP: (4) 6d x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. HCP2 645 WHOP 2 1010 - (12) 10d x t IR' USP: (10) 10d x 11/2' TO TRUSS, (10) 10d X 1 1/2' TO PLATE - HIOA - 1340 - - W A - RT 21 80 - I - - - - (18) 10d x I /2 USP: (9) 10d x 1 1/2' TO TRUSS, (8) 10d X t IR' TO PLATE VGT 4 HDU4 4565 - PHD 4A 4535 (1(,) -SDS 1/4'x3' TO WOOD, (10) -SDS 1/4'x2 1/2' W/ THREADED ROD, (2) NUTS/UJA5HERl2 PLY. - - USP: 5/8' ATR MIN. 1' EMBED SET M HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS - VGT 4 H015 4940 TDX to 5110 (16) -SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY USP! 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' TNRU-BOLTS ABU 44 2200 6665 PAU 44 2535 6115 - (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12) Ibd TO WOOD USP: SAME AS SIMPSON ABU 66 2300 12000 PAU 66 - 2535 13815 (1)5/8' ATR IN HIGH STRENGTH EPDXY, (MIN. 7 EMBED.) IN CONC, (12Abd TO WOOD USP: SAME AS SIMPSON LTTI9 +++ 1340 - - LTS 19- - 1205 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC, (8)10d TO WOOD U5P: SAME AS SIMPSON O _ LTT205 .+. 1500 LT5 205 1105 - (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC, 00A0d TO WOOD USP: 3/4' ATR MIN 1' EMBED SET N HIGH STRENGTH EPDXY, (10) IOd, (10) 10d x 11/2', 2-1/2' - - U Z - HTT4 - 4455 NTT45 - 4465 - (1) 5/8' A.T.R. N HIGH STRENGTH EPDXY IMN. 1' EMBED) IN CONC, (IS) W10 X i IR' (USP: (20) ltd X 2-1/2') USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x HIR', (20) I6d x 2 1/2' - - HTT5 - 5090 - HTT45 - 5430 - (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONC., (26) Ibd X 2 1/2' (USP: (20) 16d X 2-1/2') - USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1 -IQ', (20) 16d x 2 1/2' - - WHDQII-SDS 25+ 11,810 UPHO It - 12090 (1) I'A.T.R, N HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24) SDS)9' x 215' WOOD SCREWS (USP: (24) WS3 WOOD SCREWS) _ HD -15 6645 TDX 10 5110 (1) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 7 EM5EDJ IN CONC., (3) 3/4' STUD BOLTS TO WOOD (U5P: (4) 1/8' BOLTS) V) - MBNA 356)1125 3415 - 5330 - NFM35Xl2U - - 13265 3165 1130 - SIMPSON: (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CML. TOP, (1) 3/4' A.T.R. N HIGH STRENGTH EPDXY, (MN. 6.15' EMBEDMENT) IN CM.U. FACE, (18)I0d TO BEAM USP: (I) 1/2' J -BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW - RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MR 5' EMBED DEPTH INSTALLED N THE FACE. 14 AT 1 - - - - Lv U, NUSG412 /WOOD) 3635 2660 (FLR) _ (ROOF) HU54121F LR) _ 2530(FLR)F;225 3060 - (F3225 (ROOF) (10) Ibd TO HEADER1107 I6d TO WOOD - USP: SAME AS SIMPSON - - QHUC410 (CI - 1810 - 5085 HD410 IF 1905 3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (I8) 1/4'x 3' W53 SCREWS, (10) 10d TO WOOD. = HUC210-2 (CMU) 1810 5085 - HD210-21F - 1905 3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4'x 3'W83 SCREWS, (10) 10d TO WOOD - - HUC210-3 (CMU) 1810 - 4000 - H0210 -31F 1905 3115 - (18) 1/4' x 2--3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (I8) 1/4'x 3' W53 SCREWS, (10) 10d TO WOOD - LGUM26-2-SD5 . 1430 5595 - NO USP CONVERSION FOR SIMPSON LGUM26-2-606 (4) 3/8' 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 SUBSTITUTNG FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE - ANCHORING SYSTEMS. - - - - - - A08 WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CMll WALL MUST BE FILLED SOLID w/ GROUT, - - - - « 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 IQ' NAILS N CONJUNCTION WITH A 23% REDUCTION N THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION - PRIOR TO INSTALLATION. ++. MINIMUM EMBEDMENT INTO THE TOP OF A 5OND5EAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7 W L— O A.T.R. • A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) - - - - Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. - - - - WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING 2I'1AX / HPG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 - - USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL. FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. - ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HW09, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C -SAS -2012 - - HEADER SPAN- CHART = _ = I I = = _ _ A01B (HEADER SIZES PER CHART, U.N.O.) li AOS SINGLE STORY_ APPLICATION XT10 SIZE CLEAR SPAN DBL 2 x 6 UP TO W-4' DBL 2 x 8 W-4' TO 1'-0' DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWNSTAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 W-0' TO 6'-4' DBL 2 x 10 6'-4' TO V-0' CJ1V -u --1F--"--n-- II I II II II II T7L (I II I II II I I I II O (I CJ1V II - CJ3V I= I a 11 11 I' n A13 u u - u u u u u n u u 11 _ CJ3V CJ5Y I -II - - . II = u u I I II II - I) II I u u u II II - -. (I II a I) II II u II u II II u II = CJ5V RIDGE IJP J7 IL _ — — �4 — — tiv A150 (2) META -16 FRAMED 16' O.C. MAX �1p _ _ _ �J! _ _ _ — _ ------------------ _ — = = Ami _ _ = A16D D05 (2) META -16 �IIIIIIIIII 2X4 KNEEWALL TO — — �omvom0moo� A02 12'-8' AFF. W/ STUDS= IN 16' O.C_MAX. _ CJ5A _� �� _ � _ _ _ = C01 A03 = _ — _ _ II II — A04 II II II II II D03 = _ _ _ _ 3 u II — CJ3 A06 J3 II II II n D02 DOI = CJ1 _ = ! I (l II ,am, Ii II A08 I1 II Cil— A05 II --11- II— - II-- U - (2) 2X12 BEAM 12'-6 BSZ3. WGT. A08 Lu 0 = _ _ _ _ _ = A08 U U U U U U Ily- T)T ATT �— _ A08 A08 A013 AOS HEADER SPAN- CHART = _ = I I = = _ _ A01B (HEADER SIZES PER CHART, U.N.O.) li AOS SINGLE STORY_ APPLICATION XT10 SIZE CLEAR SPAN DBL 2 x 6 UP TO W-4' DBL 2 x 8 W-4' TO 1'-0' DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWNSTAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 W-0' TO 6'-4' DBL 2 x 10 6'-4' TO V-0' DBL 2 x 12 V-0' AND OVER 2x12 (02 SYP) 1/16,065 (Tyr-) NAIL (3) 12d 6'-8' O.G. TYP. 2x12 BM. f HDR. @ ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS - MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO &-m■ UNJO. W-11 1/2' 1' -Il I/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 1 _ AT EACH END OF HEADER 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. Is TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN, FROM 2ND. FLR. LINE Iloilol rmF", A01B _ ======_ _ _ = A013 A10 II A R C H I T E C T S -) Design Grou�rnc. FAX -407-774-4078 www.abdesigngroup.com AA #: 0003325 —rte —6'x22' —: _ = All I ATTIC t _ Al2 — — — _ — — A13 L A140 RIDGE (2) META -16 40' HIGH 2x4 KNEEWALL — _ — — �4 — — tiv — — A150 (2) META -16 FRAMED 16' O.C. MAX �1p ------------------ _ _ = A16D D05 �IIIIIIIIII 2X4 KNEEWALL TO — — �omvom0moo� 12'-8' AFF. W/ STUDS= IN 16' O.C_MAX. _ CJ5A _� �� _ � _ _ _ = C01 D04 = _ — 11 II II II II = = CJ5 - II II II II II D03 = _ _ _ _ 3 u II — CJ3 117 —�I J3 II II II II II D02 DOI = CJ1 J1I II Cil— VX10 II --11- II— - II-- (2) 2X12 BEAM 12'-6 BSZ3. WGT. SECURE TRUSS TO DBL. 2x12 BM. 1 5 �` �6 INTO BM. POCKET W/ (2) MTSA-24. U U U U U U VnnV UlDI n lkifTNTO T)T ATT A R C H I T E C T S -) Design Grou�rnc. FAX -407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #28) MODEL: SEAGATE (VERSION#04) PROJECT#: 02997.000/028R1 PAGE: ROOF FRAMING PLAN ARCHITECT STATE OF FLORIDA Mar zone JAM O 120ANT79 L D TE: 5/24/18 S ALE: 1/4"=1 10 — 0' SHEET 4 Or 6 �IIIIIIIIII �omvom0moo� SUBDIV. & LOT: KENSINGTON RESERVE (LOT #28) MODEL: SEAGATE (VERSION#04) PROJECT#: 02997.000/028R1 PAGE: ROOF FRAMING PLAN ARCHITECT STATE OF FLORIDA Mar zone JAM O 120ANT79 L D TE: 5/24/18 S ALE: 1/4"=1 10 — 0' SHEET 4 Or 6 A R C H IT E C TS D)P_SiLs n FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #28) MODEL: SEAGATE (VERSION#04) PROJECT#: 02997.000/028R1 PAGE: ENTRY FRAMING DETAIL ARCHITECT: STATE OF FLORIDA d-'Ql-AkrnrWF=l 2018 .)AAi II/ATE: 5/241/18 GALE: 1/4"=l'—O" SHEET 5 OF 6 ELECTRICAL. LEGEND SYMBOL DEFINITION NOTES 2034 SQ.FT. GENERAL LIGHTING X3 VA PER SQFT 1101/ OUTLET Ea N*M V bvZM FA LT NTOWF ER (TAMPER REIBTAM 3000 1 LAUNDRY CIRCUIT AT TYPE) 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 110V FLOOR EdA9W W CROW FAULT ® 1 DISHWASHER NIErd!°rETi (TAMPER IMUSTAM 1 CLOTHES DRYER OUTLET rnw 246 SUBTOTAL OF GENERAL LOAD 1101/ SWITCHED EauIF PEc v CAMM FAULT 10000 REMAINDER OF GENERAL LOAD AT 40% 19248 VA x .4 OUTLET KM% PIER RAMM R fSWTAW TYPE) 17699 WV CFI EaIM9W V QFaM FAULT KM%PiER (TAMPER KwTAM 3 TON AIR CONDITIONING UNIT OUTLET TYPE) 220V OUTLET 4 WM CONNECTION NET GENERAL LOAD EXTERIOR NET TOTAL HEAT 12020 WATERPROOF OUTLET 29719 $ SWITCH $3 SWITCH 3 -MY OPERATION $4 SWITCH 444Y OPERATION $0 DIMMER SWITCH (� WALL MOUNTED I LIGHT WALL SCONCE PRE -WIRE CEILING: MOUNTED LIGHT O RECESSED CAN O VAPOR PROOF RECESSED CAN VENT FAN �c( VENT FAN V LIGHT 24' LIGHT STRIP 48' LIGHT STRIP O FUORESCENT UaiAP AROUND 24' FLUORESCENT FLUORESCENT 48' FLUORESCENT W!:3 PANEL. ® STRUCTURED WIRE PANEL. Nib METER & D OR Barr Baac HTEWCOM� rd= ® CARBOW MONOXIDE BATT 06ACIc-W V 4410 E DETECTOR Ntzvaw:cw 8 SMOKE / CARBON MONOXIDE BAtr TERC* C NaRcwr+E CW DETECTOR COMBO PENDANT LIGHT TELEPHONE JACK 4 GAS OUTLET ® CEILING FAN / CEILM BOX MQAF ED TO BE & PPORW N ACCORDANCE V LIGHT BOX MAMW A6 SXH FOR NBPECtZN O J -SOX CELM BOX PEC AFM TO BE & PPORTED N ACCORDANCE V BOX MA"= A8 3UCN FOR NWEC" O SPEAKER PRE -WIRE FLOOD LIGHT SECURITY SYSTEM KEYPAD DIGITAL KEYPAD WATER DATER DISCONNECT AIR COO. DISC 4NECT FE TELEVISION JACK cn EMERGENCY LIGHTING DOOR CHIMES NOTE: -PHONE OUTLETS 4 TELEVISION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE FLOOD (3) • 1 THHW I HWN COPPER CONDUCTORS, LIGHT (I) • 6 THHN/TI­IWN COPPER GROUND IN 2" CONDUIT. — — — — — — — I I LANAI \ TRANSFORMER BANK: 50kVA ` VOLTACzE: 1ro20/13200-240/480V NEMA 3R 1 SERVICE: SING=LE PHASE 12 AMP TYPE: UNDERGROUND COMBO VOLT I \ I 'AILA5LE INITIAL SYMMETRICAL FAULT CIRCUIT DISCONNECT CIRCUITS I \ AT SECONDARY SIDE; (120/240 VOLTS) M AND METER MLO IW MAXIMUM FAULT CURRENT: 19390 amps CAN POWER COMPANY( 150 TRANSFORMER AMP. PHONE / DATA CA5LE / Tv WEATHER WEATHER PROOF 50X FoePROOF 5OX DINETTE ■ SERVICE BY OTHERS MTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS m / GRADE LINE tpl— n �C/ AMP ELECTRICAL R � S E R PROVIDE «� THHN/'I'HWN COPPER CONNECTED //�� TO CONCRETE ENCASED FOOTER STEEL AND NOTE: COLD WATER PIPE. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ NOTE: IF PVC IS USED THERE IS NO (tel APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL 50ND/GROI, ND TO COLD WATER PIPE. CODES, AND THE LOCAL POWER CO. DEDICATED 20 a[ O AMP OUTLET 111 /� N I MWAVE n LOAD CALCULATIONS ONE F DWELLING WITH HEAT PUMP (NEc coor=oov HOUSE PLAN: SEAGATE MODEL LOAD INFORMATION VA 2034 SQ.FT. GENERAL LIGHTING X3 VA PER SQFT 6102 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 1 LAUNDRY CIRCUIT AT 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 8000 1 WATER HEATER 4500 1 DISHWASHER 900 1 CLOTHES DRYER 5000 1 DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 29248 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 19248 VA x .4 7699 TOTAL NET GENERAL LOAD 17699 10 KW AIR HANDLER HEAT PUMP AT 85% 6500 3 TON AIR CONDITIONING UNIT 5520 NET GENERAL LOAD 17699 NET TOTAL HEAT 12020 - TOTAL LOAD 29719 CALCULATED LOAD FOR SERVICE 21719 VA/240 V= 123.82 AMP 150 AMP SERVICE FAMILY VENT. M.WAVE TO EXTERIOR - METER VERIFY LOCATION A R C H I T E C TS Des' 2n.Grou I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SVHDIV. & LOT: KENSINGTON RESERVE (LOT #28) MODEL.- SEAGATE ODEL: SEAGATE (VERSION#04) PROJECT#: 02997.000/028R1 PAGE: ELECTRICAL PLAN GFI CLC. 3DRM•#2 OUTLET 1= --- /� ARCH17 ECT: STATE OF FLORIDA PS. \ ENTRY �l/GEILINC /� CHIIMES\ -WIRES / 1 wP LGFI ON - - JSA 2M IMHAIIII Oil COACH - _ coACH JAMWELL CTRT CAL PLAN L IGHT _ - - - _ LIGHT ,AR n,©,20 9 SCALE:4' 1'-0' ELEVATION 'D' E: 5/24/18 \000000000 SVHDIV. & LOT: KENSINGTON RESERVE (LOT #28) MODEL.- SEAGATE ODEL: SEAGATE (VERSION#04) PROJECT#: 02997.000/028R1 PAGE: ELECTRICAL PLAN GFI CLC. 3DRM•#2 OUTLET 1= --- /� ARCH17 ECT: STATE OF FLORIDA PS. \ ENTRY �l/GEILINC /� CHIIMES\ -WIRES / 1 wP LGFI ON - - JSA 2M IMHAIIII Oil COACH - _ coACH JAMWELL CTRT CAL PLAN L IGHT _ - - - _ LIGHT ,AR n,©,20 9 SCALE:4' 1'-0' ELEVATION 'D' E: 5/24/18 I SHINGLES OR TILE (PER BLDR) REFER TO DETAIL 1/02 FOR GABLE NOTE: NOTE: X -BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED OVER #iia FELT PAPER (OR APPROVED EQUAL) TO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION R905 OF THE F5CR, RE -ENGINEERED I, I, -.6TH EDITION (2011) GABLE ROOF. TRUSS DO NOT EXCEED 4 DO NOT EXCEED 4 8' CMU BLOCK . 8' CMU 5LOCK—F1 2x4 BLOCKING BETWEEN TRUSSES DRYWALL DRYWALL OVER ROOF SHEATHING (TYPE AND ATTACHMENT z' 5, WINDOW/DOOR JAMB AT FIRST l2) BAYS �, , METHOD PER 'NAILING SCHEDULE' P.T. Ix4 or 4x4 MIN. P.T. 1x4 or 4x4 MIN. (4'-0' D.C. 6 SHEATHING SEAMS) (SEE WINDOW/DOOR JAMB BLOCKING 1x4 or 1x2 P.T. NAILER (SEE WINDOW/DOOR JAMB BLOCKING 1x4 or 1x2 P.T. NAILER BLOCKING FASTENER METAL DRIP EDGE FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHME/_F__ NT 4 2x6 SUB -BAN DOOR CASING SCHEDULE TIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL VENTED ALUMINUM SOFFIT OVER 4'-10` NIGH DOOR JAMB / WINDOW MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB /WINDOW $' TEXTURED CEMENTITIOUS COATING MIN, (AS PER TRUSS ENGINEERING) (ATTACHED TO BLOCKING (ATTACHED TO BLOCKING 5 (PER ASTM C926) OVER PAPERBACK PER MFR'S SPECIFICATIONS EACH END and 18 O.C. MAX P.T. 1x4 or 4 x4 MIN: EXPANDED METAL LATH OVER APPROVED ECURE P.T. 2x8 TO BLOCK wI Y' x 9' PER MFR'5 SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ ANCHOR BOLT w/ 2' WASHER, SET IN (1) I6' TAPCON (MIN. EMBEDMENT 1 4') 2 -LAYER WATER RESISTANT BARRIER, OVER PER PLAN - 5 » 8' FROM M EACH END and. e 18' O.C. MAX WALL SHEATHING (TYPE AND ATTACHMENT SfMPSON or USP HfGN�STRENGTH EPDXY WINDOW TO BLOCK (+Y4 or + ) WINDOW TO BLOCK (+3) or METHOD PER NAILING SCHEDULE')(6 MIN. EMBEDMENT 32 O.C. MAX) DOOR JAMB TO BLOCK (+ �" or A4 DOOR JAMB TO BLOCK (+3(1), DRIVE PIN, 8 FROM EACH END and SECURE GABLE TO 2x8 P.T. PLATE a 18' O.C. MAX w/ 12d NAILS 8' O.C. MAX 4A SCALE: I'=I'-m' 4E SCALE: I'=I'-m' MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 WA2 ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT 1 4' TRUSS w/ (2)12d NAILS PLASTIC OR METAL WEEP SCREE - INSTALLED Q MID -POINT OF TRUSS SPAN NOTE: NOTE: 2' TEXTURED CEMENTITIOUS or 10'-0' O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4.- COATING x4:COATING MIN. (PER ASTM - TO PLUMB JAMB. TO PLUMB JAMB. 3, ATT OR BLOWN -IN INSULATION SECURE TO BLOCK w/ (1)16 TAPCON C92(o) OVER CMU (R -VALUE PER ENERGY CALCS) DO NOT EXCEED 4' DO NOT EXCEED 4' (MIN. EMBEDMENT l 4') 8' FROM EACH 8' GYPSUM BOARD OR " HIGH STRENGTH S' CMU BLOCK END and a 18' O.C. MAX 8 CMU BLOCK 2' DRYWALL or CEILING BOARD DRYWALL (1) DRIVE PIN, 8" FROM EACH END and LOCK WALL SECTION — GABLE ROOF ONTI FILLED U -BLOCK w/ (1) (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER P.T. 1x4 or 4'x4' MIN. 1x4 or 1x2 P.T. NAILER a 18' O.C. MAX (:D�l CONTINUOUS REBAR DOOR CASING 6 OSB (4 WIDE MIN.) MIN. SHANK SIZE .145 SIGLE STORY SCALE: 3/4'=1'-0' FASTENER SCHEDULE FOR ATTACHMENT (SEE WINDOW/DOOR JAMB BLOCKING �' FASTENER SCHEDULE FOR ATtACHMENT DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL MIN. EMBEDMENT 1 1' SHINGLES OR TELE (PER BLDR) (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW 4 PER MFR'S SPECIFICATIONS EACH END and e IS' O.C. MAX (ATTACHED TO BLOCKING OVER *30 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION R905 OF THE FBCR,- 1 » NOTE: SECURE TO BLOCK w/ (2) ��' TAPCONS 6TH EDITION (2011) WINDOW TO BLOCK (+1 ) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 1 1') 8' FROM EACH 4 OVER ROOF SHEATHING (TYPE AND ATTACHMENT DOOR JAMB TO BLOCK (+1 2") THROUGH NON-STRUCTURAL MEMBER (Ix or 16' OS51 END and a 18' O.C. MAX METHOD PER 'NAILING SCHEDULE' 4B SCALE: r=r-m' w/ or 4' TAPCON MIN. 14' EMBEDMENT INTO BLOCK (2) DRIVE PINS, 8' FROM EACH END and RE -ENGINEERED ROOF TRUSS 6 18' O.C. MAX EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3yl 6 MIN. SHANK SIZE .145 (PER PLAN) (R -VALUE PER ENERGY CALC5) NOTE: SHIM AS NEEDED 4F DO 7 MIN. HEAD SIZE 300 OR JAMB TO BLOCK (+3 /6) MIN. EMBEDMENT 14 TO PLUMB JAMB. SCALE: I'=I'-m' METAL DRIP EDC TO BOARD OR I' HIGH DO NOT EXCEED 4' P.T. 2x8: 2x6 SUB -BAN STRENGTH CEILING BOARD SECURE 3' 8' CMU BLOCK E RE TO BLOCK w/ (2)16 TAPCONS VENTED ONG. FILLED U -BLOCK w/ F] i• I, , s DRYWALL NOTE; (MIN. EMBEDMENT 14) 8 FROM EACH ALUMINUM SOFFIT (1) 05 CONTINUOUS REBAR P.T. 2x ' ,PER PLAN (SEE wINDOWDOOR JAMB BLOCKING Ix4 or 1x2 P.T. NAILER SHIM AS NEEDED END and a 18 O.C. MAX RECAST LINTEL �, TO PLUMB JAMB. or FASTENER SCHEDULE FOR ATTACHMENT 16 OSB (4 WIDE MIN.) DO NOT EXCEED 1' (2) DRIVE PINS, 8' FROM EACH END and WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DOOR CASING 4 , ATTACHMENT PER MFR PER PLAN) DOOR JAMB / WINDOW 6 18 O.C. MAX SPECIFICATION (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS 8' CMU BLOCK I� MIN. SHANK SIZE .145 , DRYWALL MIN. HEAD SIZE 300 NOTE: P.T. 1x4 or 4'x4' MIN. 1x4 or lx2 P.T. NAILER MIN. EMBEDMENT 1 4' (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) STRUCTURAL 2X MUST 5E ON OUTSIDE SECURED FASTENER SCHEDULE FOR ATTACHMENT ALL INSULATION THROUGH NON-STRUCTURAL MEMBER (lx or 1' OSB) PRECAST OR POURED IN (R -VALUE PER ENERGY CALCS)� I I6 SECURE 2nd 2x TO STRUCTURAL DOOR CASING P.T. (2) 2x4: W/ 16 TAPCON MIN. 14 EMBEDMENT INTO BLOCK MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1)1` TAPCON PLACE SILL (PER BLDR 2' GYPSUM WALL BOARD EACH END and e 18' O.C. MAX (ATTACHED TO B OCKING �, , 4 L (MIN. EMBEDMENT 14) 8 FROM EACH ' TEXTURED CEMENTITIOUS 1) #5 REBAR VERTICALLY IN WINDOW TO BLOCK (+ 1 1 16") PER MFR'S SPECIFICATIONS) END and e 18' O.C. MAX COATING MIN. (PER ASTM CONC. POURED CELL or C926) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 1�6") NOTE: (1) 2x MUST BE ON OUTS( 4 SECURED (1) DRIVE PIN, 8' FROM EACH END and , , , DE a 18' O.C. MAX 8 CM 4" P.T. FURRING STRIPS 16' O.C. 4C SCALE: I'=i'-m' THROUGH NON-STRUCTURAL MEMBER (lx or 6' 055) MIN. SHANK SIZE .145 w/ 4' TAPCON MIN. 14' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 OOD BASE MIN. EMBEDMENT 1 4' NOTE: WINDOW TO BLOCK (+3yl 6") a SHIM AS NEEDED » ° °a a TO PLUMB JAMB. DOOR JAMB TO BLOCK(+3%6 P.T. (2) 2x6: EE e_____,,,CNC;RETE SLAB DO NOT EXCEED 4' 4GSCALE: 1'=I' -O' SECURE TO BLOCK w/ (2) 4' TAPCONS (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 4`) 8' FROM EACH 4 ° AND REINFORCEMENT) 8' CMU BLOCK END and 18' O.C. MAX XTERIOR WALL FOOTING 2' DRYWALL UPLIFT UP TO 1,115 1b or BLOCK WALL SECTION - HIP ROOF AND RE NFORC�MENT�N FOR SIZE (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or 1x2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and SIMPSON HT620 w! (10)10d NAILS TO TRUSS 4 6 18' O.C. MAX P.T. Ix (4 WIDE MIN.) ► 1' MIN. SHANK Sl 145 SINGLE STORY SCALE: 3/4'=1'-0' FASTENER SCHEDULE FOR ATTACHMENT (4) 4X2 4 TAPCONS INTO _BOND SEAM RE -ENGINEERED � ZE DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE 300 (ATTACHED TO BLOCKING UPLIFT UP TO 2 ONTINUOUS BOND MIN. EMBEDMENT 1 4' BATT INSULATION ADHERED TO CEILING $" GYPSUM BOARD OR 2" HIGH PER MFR'S SPECIFICATIONS ,350 ib BEAM BOARD (R -VALUE PER ENERGY CALCS STRENGTH CEILING BOARD (2) 5IMP50N HT520 EACH SIDE OF TRUSS w/ STRUCTURAL 2x MUST BE ON OUTS( (10) 10d NAILS TO TRUSS 4 (4) 4NOTE:'X2 4' TAPCONS DE SECURED P.T. (2) 2x8: INTO BOND BEAM SECURE TO BLOCK w/ (2) 4' TAPCONS THROUGH NON-STRUCTURAL MEMBER (lx or 6' OSB) or EQUIVALENT INSTALLED PER MFR'S SPECS I� " W I6 TAPCON MIN. 14' EMBEDMENT INTO BLOCK T 1 4) 8 ,...:..- (MIN EMBEDMENT FROM EACH TAPCONS OPENING 22' x 30' MIN. MIN. or OOD CASING AT SIDE WINDOW TO BLOCK (+2 Y4 2' COVER (2) DRIVE PINS, 8' FROM EACH END and ATTIC ACCESS AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK(+2 % 2' APART 18' MIN. SHANK SI 43 SCALE: N.T.S. WOO CASIN $ 4) TRUSS ANCHOR RETRO—FIT S 15 D G GYP- 4 D MIN. HEAD SIZE 300 50ARD (TYP) SCALE: I'4 -m' S SCALE: N.T.S. MIN. EMBEDMENT 1 1, 4 A R C H I T E C TS DesiLoy n FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT #28) MODEL: SEAGATE (VERSION#04) PROJECT#: 02997.000/028R1 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA MAY 2 X418 JA S CANTWELL AR NO 12079 TE: 5/24/18 C ALE: 1/4"=V-0" SHEET D I 51ZE HEAD LENGTH DIAMETER NAILING SCHEDULE SHANK Sd ROUND, MODIFIED OR T 2 %s' .131 110,000 RING TOP s BOTTOM EDGES ROOF DIAPHRAGM - ASPHALT SHINGLE (SEE FOUNDATION PLAN FOR 51ZE (16-20 RINGS 2x -LBW (STUD SIZE, SPACING PRE-ENGINEERED PRE-ENGINEERED O.S.B. or Y' CDX PLYWOOD - Sd RING SHANK GUN NAILS 4' O.C. 6 5UPPORTED PANES PER INCH) $LOCATION PER PLAN) ROOF TRUSS ROOF TRUSS EDGES AND ad RING SHANK GUN NAILS a 6' O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. . . ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS a 4' O.G. EDGEWISE. INTERIOR LBW TO CMU INTERSECTION SINGLE STORY ECURE 2x TO CMU wl (3)Y' x 9' SINGLE STORY L.B.W. w/ UPLIFT 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-O' OF GABLE END. ANCHOR BOLT w/ 2' WASHER SET OUBLE TOP PLATE TO STUD OUBLE TOP PLATE TO STUD ROOF DIAPHRAGM - CEMENTITIOU5 TILE or METAL 4B IN SIMPSON OR USP HIGH STRENGTH EPDXY ((o' MIN. w/ 51MP50N 5P4 (U5P 5PT4) w/ 51MP50N 5P4 (U5P 5PT4) SCALE: 3/4'=1'-0' EMBEDMENT) 32' O.C. MAX 32' O.C. MAX - 5 ' C X EXTERIOR PLYWOOD or INV APA -RATED 0.5 !AS MANUFACTU 'S /s D E ER R PL D /2 .B PER RER • z 2x 5TUD5 a 16' O.C. MAX 2x STUDS 16 ` O.C. MAX INSTALLATION SPECIFICATIONS) - 8d RING SHANK GUN NAILS a 4' O.C. a 5UPPORTED PANEL NOTE: (1) ANCHOR BOLT UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE EDGE5 AND ad RING SHANK GUN NAILS a 6' O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. o A, LOCATED 6' FROM TOP AND 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS 4' O.C. EDGEWISE. TOP CHORD BLOCKING 4" d BOTTOM (U NEAR MID -CENTER BLOCKING AMID -WALL BLOCKING a MID 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. O.C. MAX IN FIRST (2) FRAMING -WALL SPACES a EACH EN EXTERIOR WALL SHEATHING PRE-ENGINEERED TRU55 %60.5.8, or Y' PLYWOOD or 1/16' ZIP BOARD 5Y5TEM - ad RING SHANK GUN NAILS a 4' O.C. a or RAFTER . 2 GYPSUM WALL BOARD �' 2 GYPSUM WALL- BOARD PANEL EDGES AND Sd RING SHANK GUN NAILS 4' O.C. TOP $ BOTTOM PANEL AND ad RING ROOF SHEATHIN ' 1) 15 RESAR VERTICALLY IN ECURE BOTTOM PLATE TO SLAB w/ SHANK GUN NAILS a 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. CONC. POURED CELL Y' 9' ANCHOR 2' WASHER `v ` . Z n =3 Lil x BOLT w/ NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED A5 AN ACCEPTABLE FASTENER FROM Cl (LOCATION PER PLAN) SET IN 51MP50N NIGH STRENGTH ANY MANUFACTURER. tt_ EPDXY (OR EQUIVALENT) 6' Z - u ECURE BOTTOM PLATE TO EMBEDMENT MIN. a 32' O.C. MAX NAIL REQUIREMENTS m ONCRETE SLAB SLAB w/ (U imd CUT NAIL. e VeTUD TO BOTTOM PLATE w/ � 1-30 0 �► (SEE FOUNDATION PLAN FOR 51ZE kd 32' O.C. MAX IM ON 5P4 (USP 5PT4) a 32' 51ZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Sd ROUND, MODIFIED OR T 2 %s' .131 110,000 RING TOP s BOTTOM EDGES (SEE FOUNDATION PLAN FOR 51ZE (16-20 RINGS AND REINFORCEMENT) AND REINFORCEMENT) PER INCH) AND REINFORCEMENT) ° O.C. MAX 444<Q ° BUILDING LENGTH a a ° ONCRETE SLAB ° ONCRETE SLAB --�—INTERIOR BEARING -WALL FOOTING • ° ROOF SHEATHING LAYOUT AND ENDWALL °° (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE BRACING FOR GABLE END FRAMING AND REINFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) 4f NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING A R C H IT E C T3 Design Group �nc. 1441 N. RONALD REAGAN JBLVD.LONGWOOD, FL 3275PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.co AA #: 0003325 SUBDIV. & LOT KENSINGTON RESERVE (LOT #28) MODEL: SEAGATE (VERSION#04) PROJECT#: 02997.000/028R PAGE: SECTIONS/ DETAILS ARCHITECT STATE OF FLORIDA MAY JIFM40 CANTWELL 12079 TE- 5/24/18 qC ALE: 1/4"=l'—O" SHEET D 2 8d RING SHANK GUN NAILS a 4' O.C. ° WALL FOOTING XTERIOR (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR 51ZE TOP s BOTTOM EDGES (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) AND REINFORCEMENT) • AND REINFORCEMENT) . . INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT 4A 4B • SCALE: 3/4'=1'-0' - SCALE: 3/4'=1'-0' SCALE: 3/4'-1'-0' • z o Ed RING SHANK GUN 0 -NAILS 6' O.C. IN FIELD . PRE-ENGINEERED PRE-ENGINEERED ROOF TRU55 ROOF TRUSS `v ` . Z n =3 Lil 4'-0' MINIMUM OVERLAP FOR TOP PLATE SPLICE SECURE TOP PLATES w/ 16d COMMON NAILS g 4' O.C. tt_ Z - u TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING 2-ROW5, STAGGERED � 1-30 0 �► _ o 10.5.8. TO BE STRUCTURAL G=RADE) _ TOP PLATE OUSLE TOP PLATE TO STUD �, w/ 51MPSON SP4 IUSP 5PT4) d o z o 2x WOOD or METAL STUDS 32' O.C. MAX 24' O.C. MAX 2x CONTINUOUS 5TRE55 ZC — d � Sd RING SHANK CUN NAILS 12 (NOT LOAD BEARING) a _ BLOCKING MID WALL Z z z O.C.IN FIELD 2x STUDS Q 16' O.C. MAX a or UNLESS NOTED OTHERWISE NOTE: a ` Sd x 3' SCREW SHANK BALLISTIC ST FLOOR STUDS TO 2ND FLOOR STUDS o o ELECTRO GALVANIZED STRIP DO NOT SPLICE TOP PLATE5 WITHIN 6'-O" SECURED wl 51MP50N OR USP MSTA36 C7:1D � a o � NAILS a 12 O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL i4 T4G SUSFLOOR (ATTACHMENT /4' T8G SUBFLOOR (ATTACHMENT W > SHEAR WALLS. � � METHOD PER NAILING SCHEDULE') METHOD PER 'NAILING 5CHEDULE') UNTHREADED SHANK TO EXTEND " BEYOND THICKNE55 OF TH15 DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSS RE -ENGINEERED FLOOR TRU55 5U5 -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. -----DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T4G SUB -FLOOR DECKING GLUED FCR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x 5TUD5 6 16' O.C. MAX (0.5.8. TO BE STRUCTURAL GRADE) 3OUBLE SCALE: 3/4'-1'-0' TOP PLATE UNLE55 NOTED OTHERWISE z" GYPSUM WALL BOARD 2' GYPSUM WALL BOARD 2x CONTINUOUS STRESS 2x CONTINUOUS STRE55 NOTE: RE -ENGINEERED GABLE TRU55 BLOCKING a MID -WALL BLOCKING a MID -WALL DIAGONAL BRACE a CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN ECURE BOTTOM PLATE TO SLAB w/ HIGHEST RIDGE. TRUSSES AT FIRST (2) BAYS ' x 9' ANCHOR BOLT w/ 2' WASHER DIAGONAL BRACE TO BE a ANY 5PAN 15'-0' OR (4'-O' O.C, a SHEATHING SEAMS) 2x STUDS a 16' O.C. MAX ET IN SIMP50N HIGH STRENGTH GREATER (REFER TO TRU55 ENGINEERING FOR _ 2) 2x4 SYP #2 DIAGONAL BRACE w/ (3) UNLE55 NOTED OTHERWISE rPDXY !OR EQUIVALENT) 6' ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT.) 12d NAILS a EACH TRUSS (DIAGONAL ECURE BOTTOM PLATE TO MBEDMENT MIN. a 32' O.C. MAX O` -O' - 30'-O' USE (1) X -BRACE X -BRACING TO COVER 5-TRU55ES SLAB w/ (1)10d CUT NAIL a STUD TO BOTTOM PLATE w/ •` 30'-1' - 60'-0' USE (3) X -BRACE 32' O.C. MAX IMPSON SP4 (USP 5PT4) a 32' #f (l) X -BRACE a CENTER (2) BRACESJL 4 DIVIDED EQUALLY FROM CENTER TO END a ONCRETE SLAB a ONCRETE SLAB (SEE FOUNDATION PLAN FOR 51ZE • (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) ACK AT ALL UPRIGHTS OVER 4'-10' HIGH OVER NTERIOR BEARING WALL FOOTING -INTERIOR BEARING WALL FOOTING (AS PER TRUSS ENGINEERING (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR 51ZE PLASTIC OR METAL AND REINFORCEMENTS AND REINFORCEMENT) WEEP 5CREE -SHOWN TWO STORY L.B.W. w/ NO UPLIFT - TWO STORY L.B.W. w/ UPLIFT - Lu/ CMU (FRAME CONDITION 7B _ 5 A 5B SAME X -BRACING REQUIREMENTS) WA2 ---CONT. 2x4 RAT -RUN ATTACHED TO EACH SCALE: 3/4'-r'_m, SCALE: 3/4'-r-0' GABLE X- BRACINGTRU55 w/ (2)12d NAILS s INSTALLED a MID -POINT OF TRU55 SPAN SCALE: 3/4'=1'-0' or 10'-0' O.C. MAX A R C H IT E C T3 Design Group �nc. 1441 N. RONALD REAGAN JBLVD.LONGWOOD, FL 3275PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.co AA #: 0003325 SUBDIV. & LOT KENSINGTON RESERVE (LOT #28) MODEL: SEAGATE (VERSION#04) PROJECT#: 02997.000/028R PAGE: SECTIONS/ DETAILS ARCHITECT STATE OF FLORIDA MAY JIFM40 CANTWELL 12079 TE- 5/24/18 qC ALE: 1/4"=l'—O" SHEET D 2 2x RIDGE ONE SIZE LARGER THAN RE -ENGINEERED TRUSS RAFTER SIZE w/ MIN. (3) 12d NAILS /-P or MIN. (4) lmd GUN NAIL ix6 COLLAR TIE a EVERY OTHER °a���owpo RAFTER w/ MIN. (3) 12d NAILS or $' GYPSUM BOARD OR WWWWh MIN. (4) 10d GUN NAIL �. 1� SIMP50N VTCB or USP VTT 111111111 > HIGH STRENGTH CEILING - SPACING (1) a EACH END 2x RAFTER . • BOARD INGLE 2x TOP PLATE AND 6'-0' O.C. MAX 1x8 NAILER SECURED TO TRUSSES - - BELOW w/ (2) 12d NAILS or (3) I0d_ aWiWAWiWW GUN NAILS 6 EACH TRUS' GYPSUM WALLBOARD 11W1W1W11 W1W1W1111 0 2x WOODS STUDS 24' O.C. RAFTER TO TRUSS w/ 6IMP50N (SIZE PER PLAN) MT512 or USP MTW12 ALTERNATE CONNECTION fc (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES - PENETRATION wl 5IMP50N or USP M5TA24 SECURE BLOCKING TO TRUSS BOTTOM CH10RD w! CONVENTIONALLY FRAMED ROOF (3)12d NAILS a EACH END. 4 SCALE: 3/4'4-0' RE -ENGINEERED ROOF TRUSSES ECURE BOTTOM PLATE TO OOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES SLAB w/ IOd MASONRY TYPICAL VALLEY TRUSS CONNECTION NAILS ,w 32' O.C. MAX 1 SCALE 3/4'=I'-0' 2x4 SECURED TO GABLE END w/ (2)12d 6 EACH UPRIGHT ONCRETE SLAB 2x4 SECURED TO GABLE END w/ .(SEE FOUNDATION PLAN FOR (2) 12d SPACED 6' - 8' O.C. MAX SIZE AND REINFORCEMENT) ATER RESISTANT BACKERBOARD a a (DENSHIELD) 2x4 RAFTER a 24' O.C. /2' DEN5HIELD (SEAT DECK MUST P.T. 2x STUD BE SLOPED I/2' MIN. TO PAN) BIMP50N Lam or USP A3 INTERIOR NON—BEARING WALL or 8' CMU BLOCK WALL APELASTIC AQUA DEFENSE WATER PROOF 6 BLOCKING (EACH END 7A wood sTuDs SCALE: 3/4'4-0' MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES) RE -ENGINEERED TRUSS AULK BEAD BETWEEN DENSHIELD 2x4 BLOCKING Q EACH RAFTER P.T. 2x4 STUDS AND FIBERGLASS PAN APPLIED a 16' O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) ' GYPSUM BOARD OR VARIES PER PLAN INSTALLATION 5IMP50N H2.5A or USP RTIA s HIGH STRENGTH CEILING zSHOWER PAN a EACH RAFTER TAIL CONNECTIO (FIBERGLASS OR CERAMIC)BOARD SIMPSON Lam or USP A3 a TOP OF EACH RAFTER CONNECTIO I s/' TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ SHOWER SEAT - DRYWALL SCREWS (EACH TRUSS 2 FRAMED OVERHANG or 24' O.C. MAX) SCALE: 3/4'=I'-0' S SCALE: 3/4'=1'-0' Z' GYPSUM WALL BOARD 3 W METAL STUDS (25 GAUGE) 24' O.0 w/ FULL LENGTH LAYER OF RECAST LINTEL 1/2' TYPE GYPSUM WALLBOARD, A - ATTACHED TO EACH SIDE a 12' O.C. SECURE 2x TO CMU w/ (2) %' x 3' TAPCONS 3 %a' BOTTOM CHANNEL (25 WITHIN 8 OF EACH END AND a18 O.C. MAX or ECURE 2x4 FLAT TO GAUGE) BOTTOM CHANNEL TO DRIVE PIN BLOCK w/ CUT NAILS SLAB w/ imd x 1' MIN. MASONRY (MIN. SHANK- SIZE .145 NAIL w/ WASHER Q 32' O.C. MAX. 4 MIN. EMBEDMENT OF 1 Y4') WITHIN 8' OF EACH END AND 618' O.G. MAX ONCRETE SLAB (SEE FOUNDATION PLAN FOR WALL SHEATHING o Z SIZE AND REINFORCEMENT) (TYPE AND ATTACHMENT METHOD n PER 'NAILING SCHEDULE'), a a ECURE 2x6 MIN. TO BLOCK w/ P.T. 2x8 STUD BLOCKl21 Yz' x 9' ANCHOR BOLTS w/ 2' NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT o B WASHER SET IN SIMPSON or USP- wJ MANUFACTURER ON STUD HEIGHT LIMITS. HIGH STRENGTH EPDXY z (MIN. 6' EMBEDMENT) ROUGH OPENING (UP TO 8'-0'1 zINTERIOR NON—BEARING WALL ry o I B METAL STUDS SCALE: 3/4'=I'-0' ECURE 2x6 MIN. TO BLOCK w/ (3)Y' x 9' ANCHOR BOLTS w/ 2' 2' TEXTURED CEMENTITIOUS 1) REBAR VERTICALLY IN GONG. POURED RECAST OR POURED IN WASHER SET IN 5IMP50N or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) HIGH STRENGTH EPDXY (MIN. 6' 8' CMU BLOCK PLACE SILL (PER BLDR) C926) OVER CM EMBEDMENT EATHER STRIP MOLDING AROUND DOOR 0 8' CM (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)Y2' x 9' ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN 5IMP50N or USP HIGH (BY OTHERS -INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS SLIDE VERHEAD GARAGE DOOR (BY OTHERS) I' MIN. ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT SECTION R°Om ALVANIZED STEEL VERTICAL TRACK SCALE: 3/4'=1'-0' A 6 SCALE: 3/4'=I'-0' B SCALE: N.T.S. (BY OTHERS INSTALLED PER MANUFACTURERS SPECIFICATIONS) A R C H I T E C TS -) rn)asiu0sn FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE MODEL: SEAGATE (VERSION#04) PROJECT#: 02997.000/028R1 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA �1 k_JAMt-6 (CANTWELL AR NO 12079 TE: 5/24/18 ALE: 1/4"=11-0" HEET D3_ IIIIIIIII moor SUBDIV. 8c LOT: KENSINGTON RESERVE MODEL: SEAGATE (VERSION#04) PROJECT#: 02997.000/028R1 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA �1 k_JAMt-6 (CANTWELL AR NO 12079 TE: 5/24/18 ALE: 1/4"=11-0" HEET D3_ Ryan Homes - Openings Vendor: 84 Lumber Vendor Number: 00619 Windows - Sliding Glass Doors - DOUBLE PANE LOW E FL# Part # Unit Size Description Masonry Opening Frame Opening FL# Part # Unit , Size Descrt tion Masonry Opening Frame Opening Sliding Glass Doors Vinyl FL# Windows 14634 L0432426 EA 12/0 X 8/0 DOOR SGD POCKET ALUM (WHITE) W/SCRN 1431/2" X 951/2" -TO 190 1j'2" 16100 L0369270 EA 26 TW 1/2 EYEBROW WDW VINYL SH WHT W/GR & SCRN 741/2" X 95" 14634 L0434206 y " " EA 22/0 X 8/0 OXXO DOOR SGD ALUM (WHITE) W/SCRN 147" X 961/2" 16100 L0367192 EA 26 TW W/ARCH WDW VINYL SH W/GR & SCRN 2" X __- ,�.,....,��_ I 741/2" X 76" I g 14634 1.0429616 EA 16 0 X $ Q DOOR SGD ALUM WHITE W SCRN 191 X - , ... e,1. I I / / ( ) / I 961/2 TO 286 I 16100 L0297193 I � 6 TWIN I WDW VINYL SH CLEAR NO GR W/SCRN I 741/2 X 72 14634 10354136 I EA I 5/0 X 6/8 DOOR SGD ALUM W/SCRN 621/4" X 811/2" I 16104 L0426486 I EA 2626 FX I WDW VINYL W/GR 14634 L0298912 EA 5/0 X 8/0 DOOR SGD ALUM WHITE W SCRN 62 i 4" X 961 2" ._ " , 48 ........... ,� ..... . ........",.:.., I (WHITE) / I / / ( 16103 10367491 EA 2640 I, WDW VINYL CLEAR NO GR W/SCRN � J. 30" X 4$" 14634 L0295466 ,_ < <+ EA I, 6/0 X 6/8 I. DOOR SGD ALUM (WHITE) W/SCRN I 741/4' X 811/2" I 16104 L0366994 I EA 2650 FX WDW VINYL SH CLEAR NO GR NO SCRN " 1 30" X_60",,.�. - I l 14634 L0295467 ( EA ( 6/0 X 8/0 DOOR SGD ALUM (WHITE) W/SCRN I 741/4" X 961/2" I 15317 L0354138 EA 2850 WDW VINYL CSMT W GR & SCRN 32" X 60" 14634 L030329'8.---.".,,... 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EA 1/01/4 FX TMP I WDW VINYL SH CLEAR NO GR 16103 L0365362 I EA 3030 W/1/2RD I WDW VINYL SH WHT W/GR & SCRN I I 36" X 59" 16103 L043242<1 EA I 13 I WDW VINYL SH CLEAR NO GR W/SCRN 201/8" X 38 3/8" 16104 L0352195 EA 3040 WDW VINYL OVA! WHT WjGR 138" X 52" 1.0439$93 EA 14 WDW VINYL SH W GR &SCRN 201 8" X SO 5 8'� d„",,.M48- 16103 ,4 .....................y.I �. I / ( I / I 16103 L0369494 I EA I 3040 I WDW VINYL SH CLEAR NO GR W/SCRN _ - " 36" X 16104 L0432424,,,,,. 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I 741/2" X 67" I 16104 _1.0354135 I EA I 4626 ARCH 16100 1.0295457 I EA ( 25 TWIN I WDW VINYL SH CLEAR NO GR W/SCRN I 741/2" X 63" I 16104 t0354231 EA 5016 I TRANSOM VINYL WJGR I 55 X 34 54 X 34 TRANSOM VINYL W/GR 61" X 19" I 60 X 18 .16103 1.0317305 t EA I 25 W/1/2 RD WDW VINYL SH W/GR &SCRN 38 X 86 16103 1.0369490 e-,....,Y.EA 26 I. WDW VINYL SH CLEAR NO GR W/SCRN I 38" X 72" ( Doors 16103 10295459,ori I EA 26 ARCH TOP I WDW VINYL SH W/GR & SCRN 38 X 76 EA I 2/86/8 Door 35 5/8" X 831 16" 341 8" X 82 S/16 16103 10361749 EA ( 26 TMP W/1/2 RND I WDW VINYL SH W/GR & SCRN 38" X 95" I EA 3/06/8 » « I Door 39 SJ8 X 83 2/16 I 381)8 X 82 5/16 16100 10434442...........:.,,,I EA I 26 TRIP ( WDW VINYL SH CLEAR NO GR W/SCRN I 111"X72" I EA I 2/88/0 » « " " I Door � 35 5/8 X 991/16 ( 341/8 X 98 5/16 EA 3/08/0 I Door 39 5/8" X 991/16" 381/8" X 98 5/16" 1 A R C H I T E C TS Zr� n FAX:407-774-4078 www.abdesigngroup.com AA #:0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #28) MODEL: SEAGATE (VERSION#04) PROJECT#: 02997.000/028R1 PAGE: WINDOW SCHEDULE tE: 5/24/18 ALE: 1/4„-1'- 0$1 I -nL-./ `SHEET 4 �000000000� SUBDIV. & LOT: KENSINGTON RESERVE (LOT #28) MODEL: SEAGATE (VERSION#04) PROJECT#: 02997.000/028R1 PAGE: WINDOW SCHEDULE tE: 5/24/18 ALE: 1/4„-1'- 0$1 I -nL-./ `SHEET 4 8' THICK, 3 COAT CEMENT NOTE: NOTE: PREFORMED PLASTER 51DE LAPS OF METAL PLASTER BASES CONTROL JOINT - SHALL BE SECURED TO FRAMING APPROVED BUILDING WRAP SHALL BE LAPPED A WR5 LAYER #2, FORTIFIBER BUILDING MEMBERS. THEY SHALL BE TIED BETWEEN MINIMUM OF 6" e VERTICAL LAPS (ROLL ENDS) 4 FLANGE OF CONTROL JOINTS TO BE WIRE TIED PAPER (OR APPROVED _EQUAL) SUPPORTS WITH 0.04715 -IN. (121 -MM) WIRE 6' 6 HORIZONTAL LAPS. TO LATH 6 9' O.C. MAX (VERT.). APPROVED METAL LATH FASTENED AT INTERVALS NOT MORE THAN 9' NOTE: DO NOT FASTEN CONTROL JOINT TO 61' (VERT.) O.C. MAX AT SUPPORTS (229 -MM) AS PER ASTM C1063 1.5.1. WALL EVEN IF STUD EXISTS BEYOND EXCEPT NOTE: LATH VERTICAL STAPLES W/ Ys' LEG MAY BE USED TO TEMP. WR5 LAYER 1, 5TUCCOWRAP FOR REPAIR OF TEARS IN WR5 LAYERS, LAP TO BE 1' - COR APPROVED EQUAL) i• MIN. LAP � METAL LATH SECURE CONTROL JOINT DURING INSTALLATION TEARS MAY BE PATCHED PEEL 4 STICK TEMPORARY STAPLES To BE REMOVED AFTER s� THICK 3 COADCEMENT _xx xINSTALLATION7 77 WOOD SHEATHING METAL LATH PLASTER METAL LATH FA5TENER5 To BE SPACED �� T° �. TAPE WR5 LAYER GAP MIN PROTECTED FLASH TAPE WR5 LAYER #2, FORTIF15ER TO 8' TOS' �1, STUCCOWRAP 6 -(' O.C. MAX VERTICALLY' MIK MM. BEHIND CONTROL JOINT WRB #1 TAPED TO MIN PAPER LAP BELOW ONLY (OR APPROVED BUILDING PAPER (OR LATH SHALL NOT BE CONTINUOUS THROUGH PROVIDE 2X4 BLOCKING PLACED SHEATHING w/ WR5 EQUAL) DIRECTLY APPROVED EQUAL) CONTROL JOINTS BUT SHALL 5E STOPPED AND FLAT MAX. 6' To 5' FROM CONTROL2 OVER TOP. WRB TO SHEATHING TAPE WR5 LAYER #1, TIED AT EACH SIDE. PER A5TM 01063 1.10.1.4 JOINT WHEN CONTROL JOINT FALLS *2 TO BE LAPPED W AY . , 5TUCCOWRAP (OR ON STRUCTURAL 5TUD WOOD 5TUD5 VERTICALLY 6" MIN. RBL ER :.�,:� � ��,;��. ,�x�:cF �::��., ��. L��r- �� ��:� ���_���;�1nW APPROVED EQUAL) FORTIF15ER BUILDING NOTE: STUCCO OVER -PAPER (OR - LA LATH DIRECTLY TO SHEATHING 1. FASTENERS FOR LATH TO BE NAILS OR � =a METAL LATH. METALALL STAPLES IN COMPLIANCE W/ A5TM C1063 SHEATHING =1 APPROVED EQUAL) - LATH TO HAVE 1 - n VERTICAL LATH VERTICAL LAP MIN. 2. WIRE TIES TO BE (NO, 15) 0.0415' WIRE - �, ;a & PAPER DETAIL WOOD SHEATHING - M CONTROL JOINT q� 3. BLOCKING OCKIN SHOWN MAY BE IN ADDITION TO (—,_-�TYPE aca�.e: MTA �� S WALL STUDS REQUIRED PER PLAN NOTE: APPLY SEALANT AT 'M' CONTROL HORIZONTAL LATH PAPER LAP JOINT END To END CONDITIONS & PAPER DETAIL 2 CUT TWO PIECES OF FORM FLASH 1 USE FINGERS TO MOLD THE REMAINING HALF OF THE APPROX. 6" LONGER THAN THE FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE WIDTH OF PIPE OPENING FORM FLASH 115 TIGHT TO THE PIPE AND TO THE - LocTITE SPRAY ADHESIVE DIRECTLY SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. TO 055 AROUND PENETRATION 1' OR LE55 PIPE PENETRATION WOOD SHEATHING STARTING WITH THE BOTTOM WATER RE515TIVE BARRIER ;. HALL= OF THE PIPE, REMOVE ff.. THE RELEASE LINER AND FOLD LAP SIDING (PER BUILDER)THE FORM FLASH 1 IN HALF TAKE SECOND PIECE OF FORM (LENGTH WISE WITI-! ADHESIVEFLASH 1 AND APPLY IT TO THE MINIMUM LAP (PER MANUR SPECS) LEGEND TO THE EXTERIOR) TOP HALF OF THE PIPE IN THE WEEP SCREED ,-:: DRAINAGE PLANE ALIGN THE PROTECTO FORM FLASH 1 STEP 1 STEP 2 SAME MANNER, MAKING SURE ,. WITH THE CENTER of THE PIPE. ADHERE THE OVERLAP AREAS ARE STARTER STRIP (PER MANUR SPECS) M + (WR5 LAYER Vii, FORM FLASH 1 TO THE BOTTOM HALF OF 5TUCCOWRAP OR PRESSED DOWN TIGHT TO THE MINIMUM CLEARANCE" APPROVED EQUAL) THE PIPE AND WRAP AROUND THE PIPE. PIPE AND SHEATHING. (PER MANUF. SPECS) :.. i TAPE WR5 WR5 LAYER #2 5TUCCOWRAP (OR APPROVED PER FSC R�03.�.1 LAYER #1, :" 5 Xl1 CONTINUOUS GALV. METAL (FORTIFI5ER � -. EQUAL) DIRECTLY TO SHEATHING STEP FLASHING (NAIL TO ROOF BUILDING PAPER OR DECK, NOT WALL SHEATHING) 76 APPROVED EQUAL) EXTERIOR LATHING AND PLASTERING WR5 LAYER #2, FORTIFISER @ _ e EXTERIOR USE OF PORTLAND CEMENT PLASTER BUILDING PAPER (ORCAP SHINGLE - DO NOT NAIL - METAL LATH X x X X SHALL COMPLY WITH THE APPLICATION APPROVED EQUAL) a e REQUIREMENTS OF ASTM C 926-12A. ADHERED SHINGLES TRIMMED STUCCO ..-: . METAL LATH a a. 4a INSTALLATION OF EXTERIOR LATHING AND `X . PROTECTO FORM FLASH 1 TO COVER FLASHING STRIP FRAMING SHALL COMPLY WITH ASTM c 1063-12A : X .:. CONFORMABLE AIR/VAPOR WOOD SHEATHING X. BARRIER TAPE DIRECTLY i.. TO SHEATHING SELF-ADHESIVE FLASHING INSTALL FASTENERS LOCTITE SPRAY ADHESIVE (CLIPS, STRAPS, STAPLES) NOTE: : X.: DIRECTLY TO 055 AROUND AS REQUIRED TO SECURE- .X:. PENETRATION METAL LATH: LATH TO BE PER PIPE/ WIRE TO FRAMING , SIDING STUCCO F5C 8103.1.1 / A5TM 0-541-013 ELA5TOMERIC COATING MIN. 2.5 LBS. PER SQ. YARD PIPE PENETRATION DETAIL :. �: (OR APPROVED EQUAL) (UTILITY OR NOMINAL LATIN DOES 3: OVER STUCCO/ C.V. FIN15H NOT MEET SPECIFICATIONS) SECTION (SEE TYP WALL SECTION) "L" FLASHING WR5: WATER RE515TIVE BARRIER A R C H I T E C T S -) GDeson rounc. FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SVBDIV. & LOT: KENSINGTON RESERVE (LOT #28) MODEL.- SEAGATE ODEL:SEAGATE (VERSION#04) PROJECT#: 02997.000/028R1 PAGE: WALL ASSEMBLY DETAILS STATE iF FLORIDA MAYzm JA CANTWELL R 012079 TE: 5/24/18 SHEET WAI \000000000 SVBDIV. & LOT: KENSINGTON RESERVE (LOT #28) MODEL.- SEAGATE ODEL:SEAGATE (VERSION#04) PROJECT#: 02997.000/028R1 PAGE: WALL ASSEMBLY DETAILS STATE iF FLORIDA MAYzm JA CANTWELL R 012079 TE: 5/24/18 SHEET WAI TEXTURED CEMENTITIOU5 COATING WRB LAYER 01, 5TUCCOWRAP (OR APPROVED _ EQUAL) _ _ X: WRB LAYER #2, FORTIF15ER PUILDING Wool) SHEATHING PAPER (OR APPROVED EQUAL) Y �. VENT CAP 15 TO BE SET IN CONTINUOUS BED OF a THICK, 3 COAT CEMENT PLASTER LAYER #1, 5TUCCOWRAP (OR APPROVED � SEALANT. PREMANUF. DRYER VENT CAP EQUAL) TAPED DIRECTLY TO SHEATHING ONE-PEICE NODDED VENT ATTACHED PER MANUF. (SET IN CONT. SEALANT) LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS STEP FLASHING NAILING FLANGE, STOP WRB APPROX. APPLE' SEALANT AT PERIMETER OF OVERLAPS KICKOUT 1 Y' ABOVE SHINGLES NON-MOVABLE FRAME AND STUCCO ON ALL DIYERTER 1' MIN. ><< SEALANT Q ALL SIDES '- SELF -ADHERING FLASHING 51DE5,y' SEALANT JOINTS ALL AROUND THICK, 3 COAT CEMENT PLASTER STEP FLASHING $ IR�RV�INT�BI�11K�METAL LATH 6 B DRYFLEKT KICKOUT DIVERTER WRB LAVER #2, FORTIF15ER BUILDING z PAPER (OR APPROVED EQUAL) BUILDING PAPER DRYER VENT (FRAME) OVER 'QUICK FLASH' FELT UNDERLAYMENT 6A �AL>_: N.T.S. , PIPE THROUGH WALL PER FBC R103.1.1 SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 3'1 FASCIA WRAP EXTERIOR USE OF PORTLAND- CEMENT PLASTER: SHALL EXTEND 1/2' BELOUI BUILDING PAPER COMPLY' WITH THE APPLICATION REQUIREMENTS OF - UNDER QUICK FLASH SHEATHING, MECHANICALLY A5TM C 926-12A: _ FASTEN 4' o.c. MAX, - VENT PENETRATION A :KTS. INSTALLATION of EXTERIOR LATHING -AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A WOOD SHEATHING - WR5 LAYER 02, FORTIF15ER LEGEND WOOD-- OOD - IRB LAYER #11 = BUILDING PAPER (OR DRAINAGE PLANE NOTE: CONSTRUCTION 5TUCCOWRAP (OR APPROVED EQUAL) (WRB LAYER #1, 5TUCCOWRAP zr INSTALL KICKOUT FLASHING KICKOUT DETAIL Wool) APPROVED EQUAL) METAL LATH OR APPROVED EQUAL AT BOTTOM OF ROOF 4 WALL 5 : KTS. SHEATHING WRB LAYER #21 WOOD �/S' TEXTURED FINISH � WOOD UJRB LAYER #2 INTER5ECTION5 FORTIF15ER GON5TRUCTION FASTEN TO WOOD STRUCTURAL (FORTIF15ER BUILDING PAPER BUILDING PAPER (OR 8 CMU = MEMBER 6 1' O.C. MAX OR APPROVED EQUAL) APPROVED EQUAL) %S' TO l8' MID -WALL AREA TO RECEIVE 1 COAT OF 5HER-CRETE ..... � +:... � �. METAL LATH X X X X FLEXIBLE CONCRETE WATERPROOFER or 18' THICK, 3 COAT CEMENT ®= WEEP 5CREED _ WOOD FRAME[)---/� . PLASTER =� STUCCO 4 4- - SCRATCH COAT PRIOR TO ELEC. METER UJIDE STRIP SELF INSTALLATION WALL `=r WOOD SHEATHING 3/a TO I MID -WALL :�: ADHERING FLASHING, CLEAN UJEEP SCREED MASONRY BEFORE APPLYING SELF-ADHESIVE FLASHING 1 (PER 31WA1) (o' SELF -ADHERING FLASHING TEXTURED FIN15H ia MASONRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE: FRAME TO �FRAME FRAME TO BLOCK METAL LATH: LATH To BE PER F8C R -I03.1.1 / A5TM LEC. METER FIELD VERIFY' - '7A s ALrm NTS. '7B sc�E: N.T.S. C -84l-091 MIN. 2.5 L55. PER SQ. YARD (UTILITY OR LOCATION NOTE: PROTECTED FLA5H TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METER FIELD VERIFY LOCATION CUT ENOUGH PROTECTO FORM SEALANT ON TOP 4 51DE5 ONLY FLASH 1 PIECES TO COYER BOX 4 • MANUF.S CIFICATIONS AST EACH P P SIDE. .STA STARTING A DE G T THE oTTo M B OF THE B OX REMOVE VE PUSH THE OT GTO AS P E FO 1N PR RE AN E LE A RM EL E Y R D PPL MA AN X CUT TH OU H KE R G CAVITY A ITY TO FI WITH TH I I FILLED RIGID D FLASH 1 INTO OT TH CT L OPENING PR O FO E FA E P G SH 1 I E RM L N A THE O E PROTECTO FO FLASH - PR E RM L 150CYAN AT POLYMERIC; 0 Y N E P L BLE D 5( AN ADHERE H G FAS TO TH FASHION TO D LE CO D COMPLETELY ERE PLE EL Y E N TH C NT OF TH X _ 0 E FO AM ( A T STUFF E E R E B G O SIMILAR) RE R INTERIOR f0 THE OX CO ER TH R O E VER E8 X. B OUTLET O O T T O NIN G R LE OPENING EXTENDING TO NO CL05ER WOOD SHEATHING THAN 1' TO CORNER. STEP 1 STEP 2 STEP 3 WRB LAYER #1, 5TUCCOWRAP APPLY SEALANT AT TOP (OR APPROVED EQUAL) ELA5TOMERIC COATING 51 DES OF ELEC. METER BOX PROTECTO FORM FLASH 1 - (OR APPROVED EQUAL) AFTER STUCCO INSTALLATION SELF ADHERING FLASHING APPLY E -Z BEAD ° •:;:o:o° ° OVER STUCCO/ C.Y. FIN15H FLASH OPENING WITH PROTECTO FORM FLASH 1 APPLY 60 MIN GRADE 'D' FELT (OR APPROVED EQUAL) � o o � (SEE TYPICAL WALL SELF ADHERING FLASHING PER FLASHING OVER SELF -ADHERING FLASHING OVER 60 MIN GRADED .0. ° SECTION) FELT -PROVIDE SEALANT0. ELECTRICAL CONDUIT METHOD A�5 DESCRIBED IN DETAIL 3 OF UJA1 OVER APROVED HOUSEUJRAP °e o° METAL LATH PENETRATION 'PIPE PENETRATION DETAIL' AT ALL JOINTS AND °�°° ° 8 >_: QTS. APPLY 1 COAT OF 5HER-CRETE FLEXIBLE CONCRETE WRB LAYER #2, FORTIF15ER INTERSECTIONS EXTERIOR WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR ��TRICAI RECEPTACLE OR METER CAN COMBO OR METER CAN AND D15CONNECT APPROVED EQUAL) STEP 4 STEP 5 9CONSTa STEP 6 A R C H I T E C TS FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r — � �000000000� 8 cd0 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT #28) MODEL: SEAGATE (VERSION#04) PROJECT#: 02997.000/028R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA tay 2 io JA ANTWELL ,A NO 12079 A E: 5/24/18 ALE:1/4 P$=1:_ 0„ SHEET WA2, 2x FRAMING MEMBER 8' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING 6 1' O.C. MAX. WR5 LAYER 1, 5TUCCOWRAP f. (OR APPROVED EQUAL) - WOOD SHEATHING 00, METAL LATH WR5 LAYER #2; FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) %IR BEAD @ FRAME WN;:; LH I GIs "I, 6 SELF-ADHEREING FLASHING EQUAL) CA51NG 5EAD STUCCOWRAP WEATHER RE515TIVE (OR APPROVED EQUAL) WRAPPED CORNER OF CANTILEVER 5ARRIER #2 Gow 4 AMICO AM6(o-WFWC-780 x AMIGO AM(o(o-WFWC-l80 CUSTOM 8' THICK, 3 COAT CEMENT PLASTER CMU CUSTOM CA51NG 5EAD CA51NG 5EAD (OR APPROVED EQUAL) METAL LATH /$ THICK, 3 COAT CEMENT PLASTER (OR APPROVED EQUAL) (W/OPT. WEEPS) 5/8' TYPE 'X' DRYWALL APPLIED DIRECTLY TO CONCRETE WOOD SHEATHING DO NOT CAULK OR W/TEXTURED 4 PAINTED FINISH s MASONRY UNIT HEADER/5EAM SEAL GAP S' THICK, 3 COAT CEMENT PLASTER VINYL CORP. (OR APPROVED EQUAL) CORBEAD C� BLOCK VINYL (OR APPROVED /4'P051T IVE DRAIN WEEP SCREED 12B gc.: �.�IR CASING HAD DETAIL C� CANT. NO GAP IN FIELD 1OA Krs. EQUAL) CORNER 5EAD VINYL (OR APPROVED EQUAL) (SHOWN FOR CLARIFICATION OF CA51NG 5EAD SEPARATE ACCESSORIES ONLY) _ DRIP EDGE INSTALLATION 11A:Kr�. COLUMN SHEATHING WEATHER RESISTIVE 5ARRIER #1 _ WEATHER RESISTIVE 5ARRIER #2 FIN15H LAYER (2 LAYER ?_ (oSELF ADHERING 4 FLASHING PEEL 4 STICKS 3' X 3' 2( CSA. GALV. METAL DRIP PEEL STICK (o' PEEL 4 STICK 6 DRIP 1/12x3' 'L' FLASHING FULLY EDGE SET IN FULL 5ED OF 5EALANT, Y2" EDGE TO DECK MIN. SPACE FROM DRIP FACE TO TREX EM5EDDED IN ROOF CEMENT - I y' X 3' 2(o GA. GALV. METAL DRIP EDGE SET " GA FOR AC IN FULL 5ED OF SEALANT, y' MIN. SPACE FROM Y P R 5 KE DRIP. FACE TO TREX I Y'XI %' P.T. OR 51MULATED WOOD (TREX) Y' GAP FOR 5ACKER ROD 4 SEALANT ROD SEALANT FILLER (OR APPROVED EQUAL), CONTINUOUS VINYL (OR APPROVED EQUAL) WEATHER RE515TIVE BARRIER #1 1000 s:. VINYL (OR APPROVED EQUAL) CA51NG 5EAD CASING 5EAD WEATHER RESISTIVE BARRIER #2 WATER PROOFING Ist LAYER (2 LAYER PEEL STICK) WRAPPED FROM WEATHER RESISTIVE 5ARRIER #1 WATERI `� PROOFING 1st LAYER ===coMPONENTS PULLED EXTERIOR COLUMN BALCONY DECK TO CANTILEVER WEATHER RE515TIVE 5ARRIER #2 (2 LAYER PEEL 4 STICK) APART FOR CLARITY COLUMN SHEATHING ===COMPONENTS PULLED (o' SELF ADHERING 4 FLASHING PEEL STICK a DRIP EDGE TO DECK APART FOR CLARITY PEEL 4 STICK BUB FLOOR DECK MEM5RANE, EXTEND OVER DRIP EDGE 5U5 FLOOR I Y2'x3' 'L' FLASHING FULLY EM5EDDED IN ROOF CEMENT ® 3' X 3' 2( GA. GALV. METAL DRIP EDGE SET " IN FULL 5ED OF SEALANT, �' MIN. SPACE FROM y X 3 26 GA. GALV. METAL DRIP EDGE DRIP FACE TO TREX MODIFIED 90 5 IN FULL 5ED OF 5EALANT 21 MIN. FULL SHEETS OF PEEL 4 STICK " SPACE FROM DRIP FACE TO TREX ON VINYL (OR APPROVED EQUAL) CA51NG 5EAD 1 y X1 P.T. OR SIMULATED WOOD (TREX) 1 �'X1 %" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS ALL 4 51DE5 OF COLUMN FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING 1st LAYER (2 LAYER VINYL COR APPROVED EQUAL) CASING BEAD Y' GAP FOR BACKER PEEL 4 STICK) WRAPPED FROM 5ALCONY Y� GAP FOR SEALANT OPT. 5ACKER ROD WATER PROOFING 1st LAVER (2 LAYER PEEL 4 STICK) ROD 4 SEALANT DECK TO CANTILEVER WRAPPED FROM BALCONY DECK TO CANTILEVER a THICK, 3 COAT CEMENT PLASTER 8 THICK, 3 COAT CEMENT PLASTER METAL LATH r ............_ . _ u.,. WOOD SHEATHING _ _...... , ......... .... METAL LATH WOOD SHEATHING WEATHER RE515TIVE 5ARRIER #1 WEATHER RESISTIVE BARRIER #1 8' THICK, 3 COAT CEMENT WEATHER RESISTIVE 5ARRIER #2 $' THICK, 3 COAT CEMENT WEATHER RESISTIVE 5ARRIER #2 PLASTER 4' P051TIVE DRAIN WEEP SCREED PLASTER 4' P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD VINYL (OR APPROVED EQUAL) CA51NG 5EAD NO GAP IN FIELD VINYL (OR APPROVED EQUAL)CA51NG 5EAD (SH(SHOWN FOR CLARIFICATION OF . OWN FOR CLARIFICATION OF VINYL (OR APPROVED EQUAL) -BEAD VINYL (OR APPROVED EQUAL) 5EAD SEPARATE ACCESSORIES ONLY) VINYL (OR APPROVED EQUAL) CA51NG A SEPARATE ACCESSORIES ONLY) 5EAD BALCONY DRIP EDGE INSTALLATION - VINYL lOR APPROVED EQUAL) CASfNG BEAD _ BALCONY �DR�Pl LEGEND INSTALLATION DRAINAGE PLANE � WOOD_ SHEATHINGGO _ (WR5 DYER #1, 5TUCCOWRAP WOOD CONSTRUCTION �, R APPROVED EQUAL 3 HAT CHANNEL UJ/ /s UJRB DYER �1, 5TUCCOWRAP WR5 LAYER #2 (FORTIF15ER BUILDING PAPER NOTE: TYPE 'X' DRYWALL (OR APPROVED EQUAL) OR APPROVED EQUAL) METAL LATH: LATH TO 5E WOOD SHEATHING WR5 LAYER #2, FORTIF15ER BUILDING METAL_ LATH X X X X PER F5C 8103.7.1 / A5TM A APPROVED PAPER (O R PPR VED EQUAL) L) C-841-09, MIN. 2.5 L55. PER 8' TH I CK, 3 COAT CEMENT STUCCO �. a. 4 . . 50. YARD (UTILITY OR WR5 LAYER #1, PLASTER WOOD SHEATHING NOMINAL LATH DOES NOT 5TUCCOWRAP (OR SELF-ADHESIVE FLASHING MEET SPECIFICATIONS) APPROVED EQUAL) AM6(o-WFWC-180 CUSTOM CA51NG 5EAD (OR APPROVED EQUAL) _ � a THICK, 3 COAT - CEMENT PLASTER =,> WR5 ._: LAYER #I, 5TUCCOWRAP ` (OR APPROVED EQUAL) WR5 LAYER #2, FORTIF15ER BUILDING WOOD CONSTRUCTION 2x FRAMING MEMBER 8' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING 6 1' O.C. MAX. WR5 LAYER 1, 5TUCCOWRAP f. (OR APPROVED EQUAL) - WOOD SHEATHING 00, METAL LATH WR5 LAYER #2; FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) %IR BEAD @ FRAME WN;:; LH I GIs "I, 6 SELF-ADHEREING FLASHING EQUAL) CA51NG 5EAD STUCCOWRAP WEATHER RE515TIVE (OR APPROVED EQUAL) WRAPPED CORNER OF CANTILEVER 5ARRIER #2 Gow 4 AMICO AM6(o-WFWC-780 x AMIGO AM(o(o-WFWC-l80 CUSTOM 8' THICK, 3 COAT CEMENT PLASTER CMU CUSTOM CA51NG 5EAD CA51NG 5EAD (OR APPROVED EQUAL) METAL LATH /$ THICK, 3 COAT CEMENT PLASTER (OR APPROVED EQUAL) (W/OPT. WEEPS) 5/8' TYPE 'X' DRYWALL APPLIED DIRECTLY TO CONCRETE WOOD SHEATHING DO NOT CAULK OR W/TEXTURED 4 PAINTED FINISH s MASONRY UNIT HEADER/5EAM SEAL GAP S' THICK, 3 COAT CEMENT PLASTER VINYL CORP. (OR APPROVED EQUAL) CORBEAD C� BLOCK VINYL (OR APPROVED /4'P051T IVE DRAIN WEEP SCREED 12B gc.: �.�IR CASING HAD DETAIL C� CANT. NO GAP IN FIELD 1OA Krs. EQUAL) CORNER 5EAD VINYL (OR APPROVED EQUAL) (SHOWN FOR CLARIFICATION OF CA51NG 5EAD SEPARATE ACCESSORIES ONLY) _ DRIP EDGE INSTALLATION 11A:Kr�. COLUMN SHEATHING WEATHER RESISTIVE 5ARRIER #1 _ WEATHER RESISTIVE 5ARRIER #2 FIN15H LAYER (2 LAYER ?_ (oSELF ADHERING 4 FLASHING PEEL 4 STICKS 3' X 3' 2( CSA. GALV. METAL DRIP PEEL STICK (o' PEEL 4 STICK 6 DRIP 1/12x3' 'L' FLASHING FULLY EDGE SET IN FULL 5ED OF 5EALANT, Y2" EDGE TO DECK MIN. SPACE FROM DRIP FACE TO TREX EM5EDDED IN ROOF CEMENT - I y' X 3' 2(o GA. GALV. METAL DRIP EDGE SET " GA FOR AC IN FULL 5ED OF SEALANT, y' MIN. SPACE FROM Y P R 5 KE DRIP. FACE TO TREX I Y'XI %' P.T. OR 51MULATED WOOD (TREX) Y' GAP FOR 5ACKER ROD 4 SEALANT ROD SEALANT FILLER (OR APPROVED EQUAL), CONTINUOUS VINYL (OR APPROVED EQUAL) WEATHER RE515TIVE BARRIER #1 1000 s:. VINYL (OR APPROVED EQUAL) CA51NG 5EAD CASING 5EAD WEATHER RESISTIVE BARRIER #2 WATER PROOFING Ist LAYER (2 LAYER PEEL STICK) WRAPPED FROM WEATHER RESISTIVE 5ARRIER #1 WATERI `� PROOFING 1st LAYER ===coMPONENTS PULLED EXTERIOR COLUMN BALCONY DECK TO CANTILEVER WEATHER RE515TIVE 5ARRIER #2 (2 LAYER PEEL 4 STICK) APART FOR CLARITY COLUMN SHEATHING ===COMPONENTS PULLED (o' SELF ADHERING 4 FLASHING PEEL STICK a DRIP EDGE TO DECK APART FOR CLARITY PEEL 4 STICK BUB FLOOR DECK MEM5RANE, EXTEND OVER DRIP EDGE 5U5 FLOOR I Y2'x3' 'L' FLASHING FULLY EM5EDDED IN ROOF CEMENT ® 3' X 3' 2( GA. GALV. METAL DRIP EDGE SET " IN FULL 5ED OF SEALANT, �' MIN. SPACE FROM y X 3 26 GA. GALV. METAL DRIP EDGE DRIP FACE TO TREX MODIFIED 90 5 IN FULL 5ED OF 5EALANT 21 MIN. FULL SHEETS OF PEEL 4 STICK " SPACE FROM DRIP FACE TO TREX ON VINYL (OR APPROVED EQUAL) CA51NG 5EAD 1 y X1 P.T. OR SIMULATED WOOD (TREX) 1 �'X1 %" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS ALL 4 51DE5 OF COLUMN FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING 1st LAYER (2 LAYER VINYL COR APPROVED EQUAL) CASING BEAD Y' GAP FOR BACKER PEEL 4 STICK) WRAPPED FROM 5ALCONY Y� GAP FOR SEALANT OPT. 5ACKER ROD WATER PROOFING 1st LAVER (2 LAYER PEEL 4 STICK) ROD 4 SEALANT DECK TO CANTILEVER WRAPPED FROM BALCONY DECK TO CANTILEVER a THICK, 3 COAT CEMENT PLASTER 8 THICK, 3 COAT CEMENT PLASTER METAL LATH r ............_ . _ u.,. WOOD SHEATHING _ _...... , ......... .... METAL LATH WOOD SHEATHING WEATHER RE515TIVE 5ARRIER #1 WEATHER RESISTIVE BARRIER #1 8' THICK, 3 COAT CEMENT WEATHER RESISTIVE 5ARRIER #2 $' THICK, 3 COAT CEMENT WEATHER RESISTIVE 5ARRIER #2 PLASTER 4' P051TIVE DRAIN WEEP SCREED PLASTER 4' P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD VINYL (OR APPROVED EQUAL) CA51NG 5EAD NO GAP IN FIELD VINYL (OR APPROVED EQUAL)CA51NG 5EAD (SH(SHOWN FOR CLARIFICATION OF . OWN FOR CLARIFICATION OF VINYL (OR APPROVED EQUAL) -BEAD VINYL (OR APPROVED EQUAL) 5EAD SEPARATE ACCESSORIES ONLY) VINYL (OR APPROVED EQUAL) CA51NG A SEPARATE ACCESSORIES ONLY) 5EAD BALCONY DRIP EDGE INSTALLATION - VINYL lOR APPROVED EQUAL) CASfNG BEAD _ BALCONY �DR�Pl DGE INSTALLATION � COLUMN W "L" :FLASHING A R C H IT E C T S �De �n PN: 407-774-6078 FAX -407-774-4078 www.a bdesigngrou p.com AA #: 0003325 r � �vvvvoavovr SUBDIV. & LOT: KENSINGTON RESERVE (LOT #28) MODEL: SEAGATE (VERSION#04) PROJECT#: 02997.000/028R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA MMS 4 2018 LTE: 5/24/18 Ob AT 1/4"=1'-0" SHEET - WA3 WOOD SHEATHING WOOD SHEATHING WRB LAYER #1, STUCCOWRAP WRB LAYER #1, 5TUCCOWRAP A R C H I T E C T S (OR APPROVED EQUAL) (OR APPROVED EQUAL) �� UJRB LAVER #2 FORTIF15ER _ � # WRQ LAYER #2 FORTIF15ER � TI -LICK, 3 COAT CEMENT UJRB LAYER 1, 5TUCCOWRAP WOOD SHEATHING y+ SAP rYP PLASTER BUILDING PAPER (OR COR APPROVED EQUALS BUILDING PAPER CASING5EAD METAL LATH APPROVED EQUAL) (OR APPROVED EQUAL) a # 1X TRIM MEMBER STUCCO TO TRAM WOOD SHEATHING F.: UJRB LAVER 1, STUCCOWi�,4P TO 51DING TRANSITION WRB LAYER 02, FORTIF15ER METAL LATH WRB LAVER #Z, FORTIF15ER METAL LATH (OR APPROVED EQUAL) 8' THICK, 3 COAT BUILDING PAPER (OR S' THICK, 3 COAT CEMENT - WRB LAVER #2, FORTIF15ER SIDING BUILDING PAPER CEMENT PLASTER APPROVED EQUAL) PLASTER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING (o'5ELF-ADHERING METAL LATH VINYL (OR APPROVED EQUALS (OR APPROVED EQUAL) FLASHING �� ANG CASING A THICK, 3 COAT LED BED METAL LATH (EXPLODED 8 3 :... (EXPLODED ,,.' DRIP CAP VIEW FOR CEMENT PLASTER (o'5ELF-ADHERING FLASHING : ; VIEW FOR s THICK, 3 COAT CLARITY) DRIP CAP 1 CLARITY) CEMENT PLASTER A111111 //L N WINDOW FLANGE WINDOW FLANGE WRB LATER #1, STUCCOWRAP WRB LAYER #1, STUCCOWRAP WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) _ : # (OR APPROVED EQUAL) (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD UJRB LAIR 1, STUCCOWRAP WRB LAYER #2, FORTIF15ER BUILDING (OR APPROVED EQUAL) CA51NG BEAD PAPER (OR APPROVED EQUAL) WRB LAYER #2 FORTIF15ER BUILDING (o" SELF ADHERING METAL LATH PAPER (OR APPROVED EQUAL) a , FLASHING OR PEEL 4 STICK 8' TRICK, 3 COAT - METALLTH SIDING TO STUCCO g,,_�CEMENT PLASTER..... $' THICK, 3 COATASING RIA(o' SELF-ADHERINGCEMENT PLASTER doss-secrlow FLASHING (o'5ELF-ADHERING DRIP CAP FLASHING WINDOW FLANGE DRIP CAP WOOD SHEATHING CASING BEAD C WINDOW CASING BEAD C WINDOW WINDOW FLANGE METAL LATH LRAME, NO BAND FRAMEW BAND #13A 13B : KTs. UJRB LAYER 1, 5TUCCOWRAP UJooD SHEATHING (OR APPROVED EQUAL) LEGEND WRB LAYER #2, FORTIF15ER BUILDING WRB LAYER #I, 5TUCCOWRAP WOOD CONSTRUCTION BEroNDPAPER (OR APPROVED EQUAL) (OR APPROVED EQUAL) WOOD SHEATHING DRAINAGE PLANE �� WR8 LAYER #2, FORTIF15ER (WRB LAYER 1, STUCCOWRAP 8 THICK 3 COAT BUILDING PAPER WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER 02 (o' SELF -ADHERING FLASHING OR APPROVED EQUAL) CEMENT PLASTER (OR APPROVED EQUAL) X Y' LAP SIDING W/�' REVEAL WRB LAYER #2 VINYL COR APPROVED EQUAL) METAL LATH WEATHER RESISTIVE BARRIER #1(FORTIFIBER BUILDING PAPER ANGLED CASING BEAD � a TRICK, 3 COAT CEMENT(o' SELF -ADHERING FLASHING WEATHER RE515TIVE BARRIER #2 OR APPROVED QUAL) (EX PLoDED PLASTER STARTER STRIP PER STARTER STRIP PER METAL LATH. X X - X - X VINYL (OR APPROVED EQUAL) ; VIEW FOR MANUFACTURER'S INSTALLATION a d. MANUFACTURER'S INSTALLATION a CASING BEAD CLARITY) INSTRUCTIONS INSTRUCTIONS STUCCO _. 6' SELF -ADHERING FLASHING... WOOD SHEATHING Do NOT CAULK OR SEAL OPENING FCASING BEAD C RAISED 5 EL_ ADHE51VE FLASHING GALV'D METAL 'Z' FLASHING GALV'D METAL 'Z' FLASHING BAND FRAME 15 SCALE: N.TB. DO NOT CAULK OR SEAL OPENING NOTE: STUCCO CASING BEAD METAL LATH: LATH TO BE PER FBC 8103.1.1 / ASTM C-541-091 MIN. 2.5. L85. PER SQ. YARD (UTILITY OR GALV'D METAL 'z' FLASHING NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SIDING TO STUCCO BLOCK TO FRAME TRANSITION SCALE: NTS. STUCCO CA51NG BEAD g' THICK, 3 COAT CEMENT PLASTER $' THICK, 3 COAT CEMENT PLASTER WOOD CONSTRUCTION BEYOND WOOD SHEATHING 6' SELF -ADHERING FLASHING SEALANT AAs 8 METAL LATH SEALANT METAL LATH TO WINDOW WEATHER RE515TIVE BARRIER #1 WRB LAYER #2, FORTIF15ER BUILDING WEATHER RESISTIVE BARRIER #1 TO LAP UJINDOW FRAME PAPER (OR APPROVED EQUAL) WEATHER RESISTIVE BARRIER #2 (o' MIN. ABOVE TOP OF 'Z' FLASHING WOOD- SHEATHING ' � � ' : -�:' - , . � - ., X -I y LAP SIDING W/6 REVEAL WINDOW FRAME WRB LAYER #2, FORTIFIBER WEATHER RESISTIVE BARRIER 6' SELF -ADHERING FLASHING z �- WEATHER RESISTIVE BARRIER BUILDING PAPER #2 OR APPROVED EQUAL) - GALV'D -METAL 'z' FLASHING _ WRB LAYER #1, 5TUCCOWRAP f E -Z BEAD VINYL (OR e STARTER STRIP PER MANUFACTURER'5 - DO NOT CAULK OR SEAL OPENING INSTALLATION INSTRUCTIONS (OR APPROVED EQUAL) APPROVED EQUAL) CA51NG WEATHER RE515TIVE BARRIER #1 TO LAP 6' WIDE PEEL 4 STICK (W1 a' FLEXIBLE PVC BACKER DO NOT SEAL OPENING (o' MIN. A50VE TOP OF 'z' FLASHING WINDOW FLANGE OVER FLANGE ROD INCLUDED) 2X FRAMING MEMBER E -Z BEAD VINYL WRB LAYER 111, STUCCOWRAP GALV'D METAL 'z' FLASHING (OR APPROVED EQUAL) CASING 2X FRAMING COR APPROVED EQUAL), E -Z BEAD VINYL (o' SELF -ADHERING FLASHING BUILDING WRAP 3 MEMBER (W//$ FLEXIBLE PVC BACKER ROD WRAPPED AROUND -FRAMING (OR APPROVED EQUAL) CASING INCLUDED) MEMBER / (W/%' FLEXIBLE PVC BACKER ROD) WEATHER RESISTIVE BARRIER #1 6' SELF ADHERING FLASHING E -Z BEAD VINYL (OR APPROVED EQUAL) (APPLY FULL BED OF WOOD SHEATHING 6' SELF -ADHERING FLASHING CA51NG (W/%s' FLEXIBLE PVC BACKER SEALANT BETWEEN Ys' THICK, 3 COAT CEMENT PLASTER ROD) FLANGE 4 BUILDING WRAP DETAIL EXPLODED FOR WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 CLARITY WEATHER RE615TIVE BARRIER 02 SIDING TO STUCCO @ FRAME TO FRAME TRANSITION 17 EZ BEAD WINDOW CASING (� SCALE= N.T,S. SCALE: KT.S. 4-GDesi n ro u,nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAXc407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT #28) MODEL: SEAGATE (VERSION#04) PROJECT: - 02997.000/028R1 PAGE: WALL ASSEMBLY DETAILS ARCH(TECT� STATE OF FLORIDA MA 4 2n ATE: 5/24/18 j gbALE: 1/4 1,_ 0» ) SHEET WAA �om0000momr SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT #28) MODEL: SEAGATE (VERSION#04) PROJECT: - 02997.000/028R1 PAGE: WALL ASSEMBLY DETAILS ARCH(TECT� STATE OF FLORIDA MA 4 2n ATE: 5/24/18 j gbALE: 1/4 1,_ 0» ) SHEET WAA - CUT HOUSEuWRAP AT 45° ANGLE MODIFIED 'I' CUT IN HOUSEWRAP I t*IC r1t II tlAlt"1/1111 /'1L'�C1.IIA1/_ TEMPORARILY tn� i"1_I �a ¢ SECURE HOUE. �~` P UNDE i STEP 1 FOLD IN AT J, SLOPE ALIGN FLEXIBLE 5ELF-ADHERING 45HING W1 INT. EDGE OF SILL R.O. APPLY 3/a'NOM. CONTINUOUS BEAD OF SEALANT AT JAM55 AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN s.... INE W1 PRE -PUNCHED DOLES OR SLOTS. INSTALL A SILL PAM OVER THE BUILDING WRAP A7 THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING k APPLY SEALANT AT ENDS OF SILL DAM INSTALL (o' SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS STEP 2 A R C H IT E C TS - DesiLn FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 DRIP CAP EXTEND FLASHING MIN 1 SUBDIV. 8e LOT: WINDOW FLASHING t%: UW 01 L FLEXIBLE INSTALLATION DETAILS FLASHING KENSINGTON (FULL WRAP DO NOT 5EAL BOTTOM FIN RESERVE @;m- rl.T,s. (FRAME) (LOT #28) MODEL: STEP 6 STEP 7 STEP 8 STEP 9 SEAGATE (VERSION#04) PROJECT#: 02997.000/O28R1 NOTE: PAGE: 1. IT 15 THE CONTACTORS RE5PON51BILTY TO VERIFY THE COMPATIBILITY OF ALL WALL PRODUCTS INCLUDING HOU5EWRAP, ASSEMBLY 5EALANT5 4 SELF -ADHERING FLASHING DETAILS - MATERIALS USED DURING CONSTRUCTION. _ 2. INSTALL ALL MATERIALS PERARCHITECT: STATE OF FLORIDA MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING- SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. JAM C PITWELL AR NO 2079 D E: 5/24/18 NOTE: CALF:1/4- SEAL. 1/4 -SEAL. INTERIOR PERIMETER 01= WINDOW SHEET WITH SEALANT WA�5 \000000000 DRIP CAP EXTEND FLASHING MIN 1 SUBDIV. 8e LOT: WINDOW FLASHING t%: UW 01 L FLEXIBLE INSTALLATION DETAILS FLASHING KENSINGTON (FULL WRAP DO NOT 5EAL BOTTOM FIN RESERVE @;m- rl.T,s. (FRAME) (LOT #28) MODEL: STEP 6 STEP 7 STEP 8 STEP 9 SEAGATE (VERSION#04) PROJECT#: 02997.000/O28R1 NOTE: PAGE: 1. IT 15 THE CONTACTORS RE5PON51BILTY TO VERIFY THE COMPATIBILITY OF ALL WALL PRODUCTS INCLUDING HOU5EWRAP, ASSEMBLY 5EALANT5 4 SELF -ADHERING FLASHING DETAILS - MATERIALS USED DURING CONSTRUCTION. _ 2. INSTALL ALL MATERIALS PERARCHITECT: STATE OF FLORIDA MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING- SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. JAM C PITWELL AR NO 2079 D E: 5/24/18 NOTE: CALF:1/4- SEAL. 1/4 -SEAL. INTERIOR PERIMETER 01= WINDOW SHEET WITH SEALANT WA�5