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Home My WebLink About3761 Crawley Down Lp (a)RECORD COPY REVIEWED FOR CODE�COMPLIANCE PLANS EXAMINER 131 DATE SANFORD BUILDING DIVI:;IJN A PERMIT ISSUED SHALL BE CONSTRUED rO 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 rECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT GREwc VT THE BUILDING OFFICIAL FROM THEREAPTEP. REQUIRING A CORRECTION OF ERRORS N aLA;,;�_ CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST ® REQUIRED Results to be Verified l SANTOnD ryanhomes.com #1 8- 4 176 • STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: ABV. ABOVE LAV. LAVATORY A" DATE DESCRIPTION SHEET u DESCRIPTION RYAN HOMES — ORLANDO • FLORIDA BUILDING CODE RESIDENTIAL A/C AIRCONDrrIoNINO LUNL LUmHNOUS EDITION(2017)ADJ. ADJUSTABLE MI.C. MEDICINE CABINET CS COVER SHEET 4307 VINELAND ROAD, SUITE 102 (FBCR), 6TH EDI AL'r. ALTERNATE MFR. MIANUFACrURER GN GENERAL NOTES ORLANDO, FL 32811 AMMIY. ANIPERAGE NILN. ]NINIUNI • ALL LOCAL AND STATE CODES BD. BOARD MTD. moINTED 1 FRONT & REAR ELEVATIONS RYAN HOMES — TAMPA CL CENTER LINE MTeL.METAL 2 LEFT & RIGHT ELEVATIONS 1409 TECH BLVD., SUITE 202 CAB. CABINET N:r.S. ON CENTER TO 3 FIRST FLOOR PLAN • OCCUPANCY — RESIDENTIAL, GROUP R3 CLO. CEILING O.C. ON TAMPA, FL 33619 . CONSTRUCTION TYPE — VB CLR. CLEAR PL PROPERTY LINE 4 SECOND FLOOR PLAN C MIC CONCRFTF. P. 11. P I I NH III 1'I"I(-N r, Vr)Trnm ATTr)NT DT ATT A R C H I T E C T S Design 0,F Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.abdesigngroup.com AA #: 0003325 r • IVILly. inin urc rrNlJrr — 1-, • BASIC WIND SPEED — VULT = 150 MPH 1 — VASD = 116 MPH • RISK CATEGORY — II • EXPOSURE CATEGORY — EXPOSURE C • 1—STORY RESIDENCE • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES COND. CONDENSER PH. PHONE CPT. CARPET PLT. PLATE c:r. CERAMIICTILE PLYWD. PLYWOOD D. DRYER PR. PAIR DBL. DOUBLE P.T. PRESSURETREATED D.G. DUAL GLAZED R. RISER DIA. DIAmIErER RAD. RADIUS DEI. DIMIENSION R.A.G. RETURN AIR GRILL DISP. DISPOSAL DP. DEEP Ree. REFRIGERATOR DR. DOOR list. Rooms D.S. DOWNSPOUT R.O. ROUGHOPENLYG D'rL. DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG Er.. EACH SHT. SHEET EQ. ELEVATION SIIWR. SHOWERNG Eck. EQUAL sHwR. skrowea Exkl. EXHAUST BIMI. SIMILAR EXT. EXTERIOR SL. SLIDING F.G./FX. FIXED GLASS SL. GL. SLIDING GLASS FUEL GAS STD. STANDARD FIN. FINISH TENIP. TEMPERED GLASS FLR. FLOOR THK. 'PRICK FLUOR. FLUORESCENT T.O.C. TOP OF CURB FR. DR. FRENCH DOOR 'CO.I'. TOY OF PLATE FTG. FOOTING T.O.S. 'FOP OF SLAB GA. GAUGE TYP. 'TYPICAL CAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED G.F.I. GROUND -FAULT CIRCUIT OTHERWISE 1NTERRUP'rER V.Y. VAPOR PROOF GL. GLASS W. WASHER cYP.BD. GYPSUM BOARD Wi Willi H.B. HOSE BIB WD. WOOD H.C. HOLLOW CORE WDW. WINDOW HDR. HEADER Will WATER [[EATER HGT.ORHr HEIGHT W.I. WROUGFmRoN INSUL. INSULATION INT. INTERIOR 5A 5B 5C 5D 5E 6 7 8 9 9.1 D1 D2 D3 D4 D5 DI D2 D3 D4 D5 D6 D7 WAl WA2 WA3 WA4 WA5 FOUNDATION DETAILS DOWEL PLAN LINTEL PLAN (LOTT'S) LINTEL PLAN (CAST—CRETE) LINTEL PLAN (QUALITY PRECAST) FIRST FLOOR FRAMING PLAN SECOND FLOOR ROOF FRAMING PLAN ENTRY SECTION DETAIL FIRST FLOOR ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN 1 STORY WALL SECTIONS &NOTES SECTIONS/DETAILS SECTIONS/DETAILS SECTIONS/DETAILS SECTIONS/DETAILS SECTIONS/DETAILS SECTIONS/DETAILS SECTIONS/DETAILS SECTIONS/DETAILS SECTIONS/DETAILS SECTIONS/DETAILS WINDOW SCHEDULE WALL ASSEMBLY DETAILS WALL ASSEMBLY DETAILS WALL ASSEMBLY DETAILS WALL ASSEMBLY DETAILS WALL ASSEMBLY DETAILS WIND SPEED & EXPOSURE CATEGORY �r / {� T7 v B 1 COMMUNITY NIT 1 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDERF.c. ASTURIA 150—C AYERSWORTH GLEN 150—B THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN `PHIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD `PHIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. BAYBERRY WOODS 150—B CARRIAGE POINT 150—B CHAMPION'S RESERVE 140—B CREEK SIDE 140—B CYPRESS PRESERVE 139—C CYPRESS RIDGE 140—B HAMILTON GARDENS 140—B HIGHLAND MEADOWS 140—B HIGHLAND PLACE 140—B KENSINGTON RESERVE 140—B LAKES _<1T LUCERNE 140—B SQ.FT. CALC.'S LUCAYA LAKE CLUB 150—C IST FLR LIVING 912 SQ. FT. 2ND FLR LIVING 1265 SQ. FT, TOTAL LIVING 2,1-1-1 50. FT. ENTRY 40 SQ. FT, GARAGE 441 50. FT, LANAI 260 5Q. FT, TOTAL 2,918 SQ. FT. McCORMICK RESERVE �I�III OCOEE PINES 140—B ORCHID ESTATES 140—B OSPREY LANDING 150—C OVERLOOK AT GRASSY LAKE 140—B THESE PLANS ARE DESIGNED AND ENGINEERED FOR A WIND SPEED AND EXPOSURE CATEGORY OF 150—C RESPECTIVELY. IN THE CONDITION THAT THIS HOME IS BUILT IN A WIND SPEED AND EXPOSURE CATEGORY LESS THAN 150—C, PLEASE REFER TO GENERAL NOTES SHEET (GN), SECTION TIMBER, NOTE 20 FOR EXTERIOR STUD SPACING. T HILL PLEASANT PLEASAN140—B 140—B �a�amg SERENOA SHADOW RIDGE 140—B • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 • IVILly. inin urc rrNlJrr — 1-, • BASIC WIND SPEED — VULT = 150 MPH 1 — VASD = 116 MPH • RISK CATEGORY — II • EXPOSURE CATEGORY — EXPOSURE C • 1—STORY RESIDENCE • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES COND. CONDENSER PH. PHONE CPT. CARPET PLT. PLATE c:r. CERAMIICTILE PLYWD. PLYWOOD D. DRYER PR. PAIR DBL. DOUBLE P.T. PRESSURETREATED D.G. DUAL GLAZED R. RISER DIA. DIAmIErER RAD. RADIUS DEI. DIMIENSION R.A.G. RETURN AIR GRILL DISP. DISPOSAL DP. DEEP Ree. REFRIGERATOR DR. DOOR list. Rooms D.S. DOWNSPOUT R.O. ROUGHOPENLYG D'rL. DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG Er.. EACH SHT. SHEET EQ. ELEVATION SIIWR. SHOWERNG Eck. EQUAL sHwR. skrowea Exkl. EXHAUST BIMI. SIMILAR EXT. EXTERIOR SL. SLIDING F.G./FX. FIXED GLASS SL. GL. SLIDING GLASS FUEL GAS STD. STANDARD FIN. FINISH TENIP. TEMPERED GLASS FLR. FLOOR THK. 'PRICK FLUOR. FLUORESCENT T.O.C. TOP OF CURB FR. DR. FRENCH DOOR 'CO.I'. TOY OF PLATE FTG. FOOTING T.O.S. 'FOP OF SLAB GA. GAUGE TYP. 'TYPICAL CAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED G.F.I. GROUND -FAULT CIRCUIT OTHERWISE 1NTERRUP'rER V.Y. VAPOR PROOF GL. GLASS W. WASHER cYP.BD. GYPSUM BOARD Wi Willi H.B. HOSE BIB WD. WOOD H.C. HOLLOW CORE WDW. WINDOW HDR. HEADER Will WATER [[EATER HGT.ORHr HEIGHT W.I. WROUGFmRoN INSUL. INSULATION INT. INTERIOR 5A 5B 5C 5D 5E 6 7 8 9 9.1 D1 D2 D3 D4 D5 DI D2 D3 D4 D5 D6 D7 WAl WA2 WA3 WA4 WA5 FOUNDATION DETAILS DOWEL PLAN LINTEL PLAN (LOTT'S) LINTEL PLAN (CAST—CRETE) LINTEL PLAN (QUALITY PRECAST) FIRST FLOOR FRAMING PLAN SECOND FLOOR ROOF FRAMING PLAN ENTRY SECTION DETAIL FIRST FLOOR ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN 1 STORY WALL SECTIONS &NOTES SECTIONS/DETAILS SECTIONS/DETAILS SECTIONS/DETAILS SECTIONS/DETAILS SECTIONS/DETAILS SECTIONS/DETAILS SECTIONS/DETAILS SECTIONS/DETAILS SECTIONS/DETAILS SECTIONS/DETAILS WINDOW SCHEDULE WALL ASSEMBLY DETAILS WALL ASSEMBLY DETAILS WALL ASSEMBLY DETAILS WALL ASSEMBLY DETAILS WALL ASSEMBLY DETAILS WIND SPEED & EXPOSURE CATEGORY �r / {� T7 v B 1 COMMUNITY NIT 1 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDERF.c. ASTURIA 150—C AYERSWORTH GLEN 150—B THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN `PHIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD `PHIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. BAYBERRY WOODS 150—B CARRIAGE POINT 150—B CHAMPION'S RESERVE 140—B CREEK SIDE 140—B CYPRESS PRESERVE 139—C CYPRESS RIDGE 140—B HAMILTON GARDENS 140—B HIGHLAND MEADOWS 140—B HIGHLAND PLACE 140—B KENSINGTON RESERVE 140—B LAKES _<1T LUCERNE 140—B SQ.FT. CALC.'S LUCAYA LAKE CLUB 150—C IST FLR LIVING 912 SQ. FT. 2ND FLR LIVING 1265 SQ. FT, TOTAL LIVING 2,1-1-1 50. FT. ENTRY 40 SQ. FT, GARAGE 441 50. FT, LANAI 260 5Q. FT, TOTAL 2,918 SQ. FT. McCORMICK RESERVE 140—B OCOEE PINES 140—B ORCHID ESTATES 140—B OSPREY LANDING 150—C OVERLOOK AT GRASSY LAKE 140—B THESE PLANS ARE DESIGNED AND ENGINEERED FOR A WIND SPEED AND EXPOSURE CATEGORY OF 150—C RESPECTIVELY. IN THE CONDITION THAT THIS HOME IS BUILT IN A WIND SPEED AND EXPOSURE CATEGORY LESS THAN 150—C, PLEASE REFER TO GENERAL NOTES SHEET (GN), SECTION TIMBER, NOTE 20 FOR EXTERIOR STUD SPACING. T HILL PLEASANT PLEASAN140—B 140—B SERENOA SHADOW RIDGE 140—B SOUTHFORK LAKES 150—B SUMMERWOODS (WILLOW BEND) 150—C VICTORIA TRAIL 140—B SUBDIV. & LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#: R2065.127/00001 PAGE: COVER SHEET ARCHITECT STATE OF FLORIDA 5�Y 1 2018 RO 1 D A. Ol1CHACRA AR NO 93723 DATE: 9/11/18 SCALE: 1/4"=1'-0" SHEET c S or GENERAL NOTES I 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A FLOOR LIVE LOADS IPSF) A.1. SLEEPING ROOMS 30 A.2. ATTICS W/ STORAGE 20 A 3.A TTICS WIOUT STORAGE 10 A.4. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 A.7. STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS - - - - - - - - APSF) B.1. ALL AREAS 10 C. ROOF LIVE LOADS _ C.I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD (PSF) DA. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.I. BASIC WIND SPEED VOLT. = 150 MPH, VASD =116 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS 10.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD PSF F.I. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 66TH ED (2017). 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). INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOORICEILING ASSEMBLIES, ROOFICEIUNGASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 150 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM PRIVATE GARAGE DIRECTLY INTO ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 3. AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, i INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Y' -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 -INCH TYPE XGYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN Y INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'-0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, ITIS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AS DESIGN GROUP (VIA WRITTEN R.F.L) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE AMINIMUM OF Y-0' BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK 13 TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/,". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/,". 7, PROVIDE 5 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ACI 530/ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N' TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN '''A INCH AND NOT MORE THAN''/, INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (ONO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 112 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AN10UNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 k9,0) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.I. 45, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.1. 911 AND SMALLER %" D. BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75% OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125 -VOLT, SINGLE-PHASE, 15 -AND 20 -AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL, 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. TIRADCD 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 6.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007) E. APA - THE ENGINEERED WOOD ASSOCIATION: E.I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb=1,100 PSI Fv=175 PSI E=1,400.000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS ANDIOR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE -1 OR 112' CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 518" OSB EXPOSURE -1 OR 5/8" COX PLYWOOD OR 15/32"APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE W SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116' OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD OR 15/32" APA -RATED O.S.B. OR 112 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTERAB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGEHEN N W 0 R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. i;' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO LI240. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. DRAFTSTOPPING TO COMPLY W/FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOORICEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9W). MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-0" WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 150MPH/B 150MPH/C 160MPH/C 2x4 STUD SPACING @ 16" O.C. @ 16" O.C. @ 12" O.C. @ 16" O.C. @ 12" O.C. N/A 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4 FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. ' PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 10'F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10' VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) CONDENSATION LINES SHALL BE MINIMUM 3/<" PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM''/V PVC (SCHEDULE 40), INSULATED WITH YV AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH %" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 3. LATH & ACCESORIES PER ASTM -C -1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS -- "L" FLASHING -- HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS -- WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS -- DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063-11AAND R703 OF THE F6CR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM -C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -C-1063 RA A I AIT C AI A AI!` C IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H I T E C T S Desi n GrouIn c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA H: 0003325 'O V C6 0 E O C SUBDIV. & LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#: R2065.127/00001 PAGE: GENERAL NOTES DATE: 9/11/18 1 SCALE: 1/4"=1'-0" SHEET GNOIF 9 1'-2" 12' 50. BLOCK COLUMN S i N COLUMN DETAIL 1 2' 6' 6' WIDE / \ RAISED BANDING s +2 ' (TYP.) \ +1 HEADER DETAIL 2 SCALE: 3/4 = V-0' 6' WIDE RAISED BANDING (TYP.) BANDING DETAIL 3 6' WIDE RAISED i — BANDING / \ (TVP.) BANDING DETAIL 4 SCALE: 3/4 = P-0' 18'-8 3/4' 2ND 5F C HGzT, UJ/ 8" HEEL HARDIE SIDING: INSTALLED PER MANUFACTURES SPECS. y10'-8 3/4' 2ND F.F. y9'-4' 5F,G. HGT. 0'-0" FIN. FLR. 1 18'-8 3/4' 2ND SFG. HGT, U)/ 8' HEEL HARDIE SIDING INSTALLED PER MANUFACTURES SPECS. - 10' -8 3/4" 2ND 9'-4' E3RG. HCaT. 8'-0" HDR. HGT.; _ 0'-0" FIN. FLR. FRONT ELEVATION SCALE: 1/4 = I'-0' ELEVATION 'ELK" REAR ELEVATION SCALE: 1/4 = I'-0' ELEVATION 'ELK' WIDE RAISED WD (TYP.) XTURED CEMENTIOU5 )ATING PER (ASTM 126) (TTP) '-0' FIN. FLR. 18'-8 3/4" 2ND BRA, HGT. LU/ 8" HEEL I4' TRIM BOARD (TTP.) r q�10'-8 3/4" 2ND F.F. -- o9'-4' BRCz. HGT. ,L8'-0' HDR. HG -T. TEXTURED CEMENTIOUS COATING PER (ASTM 01326) (TYP) '-0" FIN. FLR. ATTIC VENT CALCS CALCS AREA OF ATTIC 93 SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/150) 0.62 SQ.FT. REQUIRED VENTILATION AREA (0.62 x 144) 89.3 SQ - IN -SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF REQUIRED LF OF SOFFIT VENTILATION 8 LF PROVIDED LF OF SOFFIT VENTILATION 43 LF 2ND FLOOR ATTIC VENT CALCS AREA OF ATTIC 1250 SQ -17. NET FREE VENTILATION AREA REQUIRED (1/300) 4.17 SQ.FT. REQUIRED VENTILATION AREA (4.17 x 144) 600.0 SQ -IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 600.0) 300.0 SQ -IN. OFF RIDGE VENTILATION AREA 115 SQAN./VENT SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 2,61 TOTAL # OF VENTS PROVIDED 3 REQUIRED SQIN VENTILATION IN TOP OF ROOF 300 SQ.IN. REQUIRED LF OF SOFFIT VENTILATION 26 LF PROVIDED LF OF SOFFIT VENTILATION 151 LF LANAI ATTIC VENT CALLS SCALE: 1/4"=1'-0" AREA OF ATTIC 300SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/150) 2.00 SQ.NT. REQUIRED VENTILATION AREA (2.00 x 144) — 288.0 84.-1N. SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF REQUIRED LF OF SOFFIT VENTILATION 25 LF PROVIDED LF OF SOFFIT VENTILATION 50 1 LF A R C H I T E —CT S Design GioU Ino. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 Illmnm'� mm..mmo,� SUBDIV. & LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#: R2065.127/00001 PAGE: FRONT & REAR ELEVATIONS OF DATE: 9/11/16 SCALE: 1/4"=1'-0" SHEET OF 9 18'-5 3/4" 2ND SRG. HGT.,_ U)/ S" HEEL 10'-S 3/4" 2ND F.F.h IF 9'-4' 5RG. H�T.h HDR. HGT.h 0'-0" FIN. FLR� OFF -RIDGE VENT DEFT ELEVATION SCALE: 1/4 = I'-0' ELEVATION 'ELK' OFF -RIDGE VENT I� 5 18'-8 3/4' 2ND SRG. HGT. UJ -- —�W/—HEEL (DING ) PER URE5 SPECS. BOARD (TYP.) olO'--5 3/4" 2ND F.F. o9'-4" SRG. HGT. -- �,8'-O" HDR. NGT. �,O'-O" FIN. FLR_ — 18'-3 3/4" 2ND 5RG3. NGT. `18'-8 3/4" 2ND SRG. HGT. UJ/ 8" NEED-- - - - - - - - - - BUJ/ 8" HEEL H IN E-1 M r 10'-8 3/4" 2ND F.F._ 9' 4" G HGT AFVE SIDING STALLED PER ANUFACTURES SPECS. 4' TRIM 50ARD (TYP) 12 3/4" 2ND F.F. V -_�9'-4" SRG. HGT. - - - - - - - - - - - - - - - - - - - - - - - 8'-0' HDR. HGT. CTEXTURED CEMENTIOU5 C OPEN 1 COATING PER (ASTM C92(o) (T7P) 0'-0' FIN. FLR. - - - - - - - - - - - - - - - - - - - - - - - - - - k - -0'�-01 FIN. rL R. RICHT ELEVATION SCALE: 1/4 = 1'-0" ELEVATION 'ELK" A R C H I T E C T S Design Grouppinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.abdesigngroup.com AA #: 0003325 r SCALE: 1/4"=1'-0" SHEET 2 OF 9 � �mmnl�osoosaoo , SUBDIV. & LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#: R2065.127/00001 PAGE: LEFT & RIGHT ELEVATIONS DATE: 9/11/16 SCALE: 1/4"=1'-0" SHEET 2 OF 9 SQ.FT. CALC.'S IST FLR LIVING 912 S0. FT. 2ND FLR LIVING 1265 50. FT, TOTAL LIVING 2,177 50. FT. ENTRY 40 50. FT. GARAGE 441 S0. FT. LANAI 260 50. FT. TOTAL 2,915 60. FT. EXTERIOR MASONRY WALL BRCS, HEIGHTS LOAD BRG. WALL NON-BRG.WALL COMPONENT AND CLADDING WND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL t SOUARE WK/DR ZONE 150 MPH WIND FOOTAGE DESIGNATION 1 112 I6 �NGp 0 5 24.80/-30.16 WRAP TO T-5' AFF -----\WRAP TO T-8' AFF. 2 24 3080 DR 4 21.15/-36.05 3 33 (2) 25 -SH 5 21.13/-34.80 4 64 6080 5GD 5 2631/-3330 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=150 / VA5D=11a MPH B. INTERNAL PRESSURE COEFEICENT=+ .IS C. RISK CATEGORY=TYPE If D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS E CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY Ob TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: I. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS 2'-0' FROM THE FINISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY \-2x4 WOOD FRAMED a Ib' O.C. � CABINET SECTION F c u FIRST FLuu"R PLA SCALE: 1/4 = I' -O' ELEVATION 9K' A R C H I T E C T S Design GrouPp Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r SUBDIV. & LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#: R2065.127/00001 PAGE: FIRST FLOOR PLAN ARCHITECT STATE OF FLORIDA NSErclll ROLAND A. ABOUC ACRA IQ AR NO 93723 DATE: 9/11/18 4'-O" 26'-O" SHEET 3 OF' 9 1---&X( P.T. POST W/ WD. X6 P.T. POST W/ WD. WRAP TO T-5' AFF -----\WRAP TO T-8' AFF. FF LANAI BOX BEAM TO MATCH I I X BEAM TO MATCH COLUMN WIDT III OLUMN WIDTH 26'9-'0-4'' xC10LG'.-0' IIII III =r II II' -4C" 15'-O" 3'-8" 6=r p @ I tl i II II II II (2) 25-5H 6080 SGD II I I ■ I I I I I I I ■■ ■I I I I 10 1 in I I I I 1 ■■ --- ■■ ■ HB GREAT ROOM @ _ - 25' -4'x15' -O' ■ 2 Ell 4X6 _ N X6 POST POST LBW CLBW - �X -----T-------------- ■ 4-5H L _ - - - �, PANTRY ■ 01 1 Q PED INK r---- --T R:.1 F s \ - TiT SINK D = r m KITCHEN ro IY `0111 ■ N 9'-4' GLG• zn VIII MUD ROOM - I- WC ry - T I T 9'-4' CLG. RANGE F- -� T- - _ OPT. �- - - ■ FOYER ---- --- L = -- --- ------ �' 9'-4' CLG. N 5L.5TUp M.T. VENT CABINET - ■ W/H M.WAVE CROWN _ To MOULDING = L•T. O m EXTERIOR BOLLARD 4 - 2 CAR GARAGE ■ 20'-O'x2O'-4' v ■LA ING 2 _ - t <t FI, ■ ■ ■ � N N --- 6'-S" '-0° - c0 m @ I 4 ENTRY - t- - ------------ ■ ® � HB v ■ _ - - - - - - LINE OF 21 FLOOR ABOVE I6'-0' X 1'-0' OHGD O 1'-8° 2'-5' 16'-0" 2'-V V_V 21'-4° 30'-0" FIRST FLuu"R PLA SCALE: 1/4 = I' -O' ELEVATION 9K' A R C H I T E C T S Design GrouPp Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r SUBDIV. & LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#: R2065.127/00001 PAGE: FIRST FLOOR PLAN ARCHITECT STATE OF FLORIDA NSErclll ROLAND A. ABOUC ACRA IQ AR NO 93723 DATE: 9/11/18 SCALE: 1/4"=1'-0" SHEET 3 OF' 9 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#: R2065.127/00001 PAGE: FIRST FLOOR PLAN ARCHITECT STATE OF FLORIDA NSErclll ROLAND A. ABOUC ACRA IQ AR NO 93723 DATE: 9/11/18 SCALE: 1/4"=1'-0" SHEET 3 OF' 9 COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND QUM CALL SOUAFtE WK/DFL ZONE 150 MPH WPB FOOTAGE DESIGNATION 1 30 (2) 3050 -SH 5 29.62/ 38.15 EGRESS 3050 -SH 2 15 TEMP, EGRESS 4 28.65/-31.14 3 15 3050-5H 4 28.65/-31.14 TEMP 4 15 3050 -SH 5 28,65/-31.85 EGRESS 4A 15 3050-514 4 28.65/-31.14 EGRESS 5 12 3040-61-1 5 29-08/-38.10 TEMP 6 15 3050 -SH 4 28,65/-31.14 EGRESS WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=150 / VA3D=116 MPH B. INTERNAL PRESSURE COEFFICIENT =+ .18 C. RISK CATEGORY=TYPE 11 D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.ro TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: I. PRIOR TO DRYIUA.L INSTALLATION ON ALL FRAMING MEMBERS 2'-0' FROM THE FINISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY 3/4' T4G SUB FLOOR GLUED 4 SCREWED PER NAILING SCHEDULE PRE -ENG. Fl -R. TRUSSES PER TRUSS PLAN (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE 2x12 STRINGER TO SOLID NAILING W/ 12d NAILS TO BE NAILED FROM BACKSIDE W.I.C. \ 10' ° j MIN. 70 \ \ 0 a FOYER \ 11/4' \ \ PWDR. MAX+ ` v X \ r F \ STAIR DATA: \ \ 17 RISERS 07.57" ` 16 TREADS 010" +1" NOSING \ 2x6 LANDING 2x4 P.T. PLATE SECURE W/ 10d CUT NAILS 16' O.C. MAX. ,STAIR SECTION: OPT. W-4" ERG. IST. 1/2 = 1'-0' (8N5 48MH) OPT 10'-8 3/4' 2ND. FIN. FLR V-4' BRG. HT. 42' HIGH RAILING /—(3) 2x12 SYP STRINGERS SECURED W/ 12d NAILS 9 6'-8' O.C. 2x12 S.Y.P. TREAD —2x4 RE-INFORCING ® EA. 2x12 STRINGER ,/—j' KICKPLATE -2x12 STRINGER TO SIT ON LANDING (BEYOND) 3/4' T 4 SUB FLOOR GLUED 4 NAILED DBL. 2x( LEDGER SECURED TO BLOCK W/ 3/16' TAP CONS MIN. 1 1/4' EMB. 0 24' O.C. STAGGERED ,�, 0'-0' FIN. FLR. E a a SECOND FL00IR PLAN SCALE: 1/4 = I'-0' ELEVATION 9K' A R C H I T E C T S 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesig"group.com AA #: 0003325 - I N 1 10 1 ", I L" 1 110 1 "1 1 10 1 (y) SVBDIV. & LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#: R2065.127/00001 PAGE: SECOND FLOOR PLAN (ELK) SCALE: 1/4"=1'-0" SHEET 4 OF 9 SECURE STRAP TO CONC. UJ/ (2) 3/16'x2' TAPCONS SIMPSON UJB ROLL STRAP OR EQUAL 3 1/2' THICK' \\—SECURE STRAP CONC. SLAB TO UNIT W1 (2) "8xl 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL I 24'; W/i W/ FOUNDATION PLAN_ SCALE: 1/4 = I'-0' NOTE: A/C LINES FROM UNIT TO CONDENSER TO BE RUN UNDERNEATH SLAB OR OVERHEAD PER FIELD CONDITIONS R A R C H I T E C T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com 61 AA #: 0003325 STJBDIV. 8c LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO ( VERSION#O1) PROJECT#: R2065.127/00001 PAGE: FOUNDATION PLAN "ELEVATION—K" DATE: 9/11/18 SCALE: 1/4"=l'—O" SHEET 5 OF 9 24'x24'xl2' CONC. FTG. W 4'-0° 26'-0" (3) 05 REBARS EA. WAY ON CHAIRS MIN. 3' COVI (4-TYP) —L —F- — — — — — 8 8 5A 5A - 8 I I F 0 Q 8 5A r 5A @ 1/2' GONG. 6 I N SLAB Y-3 1/2' S ■ ■■ m . IN NEI ■■ ■ r C31/1'CONC,REINFORCED h 0'-0' FIN. ELEV. W/ 6'x6'-WIA x UA ON 6 -MIL POLY ETHYLENE FIN. CONC. SLAB 2 @ HB I VAPOR BARRIER ON F5A WELL -COMPACTED CLEAN FILL 4 BORA-CARE SYSTEM) 2 I t 5A 24'x24'xl2' CONC. FTG. 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Y ON CHAIRS MIN. 3' COVER 6° 3'-2° 21'-4" 301-01, FOUNDATION PLAN_ SCALE: 1/4 = I'-0' NOTE: A/C LINES FROM UNIT TO CONDENSER TO BE RUN UNDERNEATH SLAB OR OVERHEAD PER FIELD CONDITIONS R A R C H I T E C T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com 61 AA #: 0003325 STJBDIV. 8c LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO ( VERSION#O1) PROJECT#: R2065.127/00001 PAGE: FOUNDATION PLAN "ELEVATION—K" DATE: 9/11/18 SCALE: 1/4"=l'—O" SHEET 5 OF 9 TEXTURED CEMENTIOUS COATING CV 5 111 VERTICALLY W/ CONIC. PER (ASTM C326) (TYPJ POURED CELL TEXTURED CEMENTIOUS COATING (ASTM C32&)(TTPJ = (V 5 REBAR VERTICALLY W/ PER13 INSULATION MIN R-13 INSULATION MIN. R-4.1 INSUL. MIN. = CONIC. POURED CELL !0 5 REBAR VERTICALLY W/ CONIC. CO. �TEXTU�D CR-EMENTIGUS COATING (U 5 REEAR VERTICALLY W/ CONC. _ R-4.1 INSULATION = POUTED CELL STUDS 16. . 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JJ SCALE: V2'•I'-0' POUR WALL 5000 FGR (U 5 REBAR • WW O.C. MAX, IN 3 1/2' CONIC. SLAB OR ?ITIRE LENGTH OF OPEN TO CONIC. POURED CELL (VEWFY STUDS 16. O.C. MAX STUDS I6' O.C. MAX PAVERS PER BLDS SPECS ABOVE CONDITION. PER PLAN) 3 12' CONC., REINF, W/ REINFORCE PER PLAN. COLUMN / POST 3 1/1' LONG„ REINA. W/ 6•x6• 6'x6' WIAxWIA WLF OR 5 1/1' a HEAD OF GARAGE 5 1/1• • HEAD OF GARAGE (U 5 111 R VERTICALLY �R-4.1 INSUL. MIN. PER PL, Nlll WI.4xWL4 WLF OR F112 IESH FIBERME5H ON 6 -MIL VARIES WITH SLOPE VARIES WITH SLOPE _ W/ C. POUR_D CELL - TEXTURED CEMENTIOUS w ON 6 -MIL POLY ETHYLENE POLY ETHYLENE VAPOR STUDS 16. O.C. MAX SECURE BT. PLATE TO SLAB SECURE BT. PLATE TO SLAB ¶I� R-4.1 INSUL. 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SCREEN U ON CHAIRS m 0 I'•S' (3) 5 III ON CHAIRS 2'-a' (BORA-CARE) ENCLOSURE TUDS BILK WE/ �BxS' ANCHOR GARAGE DOOR FOOTING PLATE TO °o 5T LATE C3) 5 REBAR BOLT W/ 2' WASHER SET IN SCHEN ENCLOSURE TO BTM- PLATE ON CHAIRS 81MPSON HIGH STRENGTH 2 -STORY FOOTING 2 -STORY FOOTING AT 2 -STORY FOOTING SC YE: V!'.1' -D' ATTACHMENT AS PER W/81MPS O.C.MAX MAWFACIURERB • 32' .C. MAX EPDXY 6' EMBED. MIN. 1 -STORY FOOTING 6A AT GARAGE CB GARAGE BLK, WALL �� AT GARAGE SPECS. 32'OGMAX 6 AT GARAGE SCA E: 1/1'•1' SCALE: 1/1'.1' V V SCALE: 1/1'.1' 0'-0' FIN. FLR SCALE: IR'•L-0' b, e 3 IR' CONIC, REINA. W/ SECURE BT. PLATE TO FI ERMESH ONW6 MOIL SLAB W/ ;'x5' ANCHOR W POLY ETHYLENE VAPOR SECURE BT. PLATE TO BOLT W/ 2' WASHER SET IN BARRIER ON BILK W/ (1) 10d MASONRY SIMPSON HIGH 5TFI PAVERS ab' L p 4 8 4 WELL -COMPACTED CLEAN NAILS 32. O.C. (MAX) EPDXY 6' EMBED. MIN. • z 15 CONT. I'-0' m U I'-4' TERMITE TREATED FILL 32' OC MAX F (2) 5 REBAR ON CHAIRS POURED LINTEL CONT. (TYPJ S' CMU FILLED CELL (TYPJ ST 5 REBAR SET IN SIMPSON HIGH Z �' STRENGTH EPDXY 6' EMBED. MIN. R TRENCH FOOTING 1 -STORY FOOTING 0 0 - 2X WALL FRAMING V A AT ALR. PAVER AREAS (0�/ AT L.B. W. (W/ UPLIFT) 3 1/2' GONG, REIT -F. W/ _ (3.Y,'XB' ANCHOR BOLTS or (3J5i'XS' 6'x6' WIAxWIA WWF OR 3 IR' CONC, III NF. W/ J -BOLTS MIK W EMBEDMENT W/ 2'X2'XVS' SCALE. V1 •1 D' z W FIEeII ON 6 -MIL 6'x6' WL4xWl.4 WLF OR WASHER AND NUT SPACED EVENLY FROM w w L > POLY ETHYLENE VAPOR L > FIBERMESH ON 6 -MIL FLOOR TO BOND BEAM. SET IN JONTSPRIOR TO FILLING. (SLEEVED ANCHOR IN 3 IR' CONIC, RENF. W/ 6•x6• `^ OU 4' S' 4' BARRIER ON in U POLI ETHYLENE VAPOR SOLID FOUR ACCEPTABLE RETROFIT) ; e WL4xWA W)LF OR FIEIII ON 0'-0' FIN. FLR WELL -COMPACTED CLEAN 4, 1,-0, 4, RAWER CN I'-4' TERMITE TREATED FILL WELL -COMPACTED CLEAN 6 -MIL POLY ETHYLENE VAPOR ° °q 0) REBAR ON CHAIRS I' -S' TERMITE TREATED FILL BARRIER ON WELL-COMPFILED 5 (3) 5 III ON CHAIRS CLEAN TERMITE TREATTED FILL q TVP. RETROFIT FOR GROUTED BI BEAM 1 -STORY FOOTING 2 -STORY FOOTING EXT./INT. FRAME WALL TO VARIES PER EL£Y. (� AT L. B. W. W NO -UPLIFT cl SCALE: V1'•I'-0' Q R AT L. B. W. J 1J SCALE: V1'.I'-0' �(�� BLOCK WALL CONNECTION 1 F-. SCALE: I/1'.I'-0' %�_ OMITTED DOWELS ri SCALE: IR'.I'-0' L o '^ U S. PVC CHASE THF41 FOOTING TIE VERTICAL REBAR TO HOWZATIONAL REBAR W/ 10' HOOK TTO IE VERTICAL REBAR / 10 GROUTED BCND REDAR AL HOOK BEAM [, VARIES S PER ELE F 1 -STORY 2- 5 REBAR ON CHAIRS 2 -STORY (3J 5 111 ON CHAIRS z L <� _ '- 8' VAR[Eel 8' " 3' 3' - CAULK AND SEAL . VARIES PER ELEV. a° e" ° C2) 5 BAR I -STORY < RE (3) 5 REBAR 2 -STORY - L ° 0'-0' FIN. FLR W C U pJ -CONT. O� U 10 SHOWER RECESS FOOTER SCALE: I'•I'-0' 0 TIE VERTICAL REBAR .. GA9 LINE I J`PVC SLEEVE FOR GAS LINE S' Cm.. I/1• DRYWALL WOOD BASE .aa OUTSIDE RE15AR TO BE CONTINUOUS 2'-I' MIN. LAP ji REBAR LAP AT FOOTING B SCALE: I/1'•I'-0' (D 5 III VERTICALLY W/ CONC. POURED CELL R 4 INSUL. MIN. _ = V1' GTP. WL. BD. z _ WOOD BASE i Q 3 I/1' GONG, FI W/ 61x6' WIAxWL4 WLF OR FIEFI ON L� 6 -MIL POLY ETHYLENE VAPOR ;p BARRIER F WE TREATED FILL. O - CLEAN TERMITE TREATED FILL IE15AR W/ 10' HOCK CLEANOUT TION RED FOR INSPECTION - - - - - LL z F ,. ... � a' � � a a ad a. 4 . - a .4 v a - 1' RECE88 FOR 56D. TRACK FINISH FLOOR N W 5 VERT. DOWEL LAPPED W/ BOND BEAM ll ) 5 A z If E 6• PVC CHASE THRI FOOTING ro ° . • _ w L > I -STORY 0'-0' FIN. FLR 't . ° TIE VERTICAL RE13AR TO HORIZATIONAL REBAR W/ 10' HOOK V. AM CI REB RAT CORJER3 5 (2) REBAR ON CHAIRS / ° W/ 25' LAP MIN. ,� U 4 8 4 2 -STORY Jz L (3) 5 REBAR ON CHAIRS as f 0 0 HORIZONTAL/ VERTICAL 1 -STORY FOOTING HORIZONTAL/ VERTICAL REINFORCING AT TYP. REBAR LAP REINFORCING BEARING CHANGE SLAB AT S. G. D. GAS LINE THRU BLOCK W/ BLOCK WALL E F C AT LINTEL CORNERS £:l/1'.1'-0' 11 SCALE: I'•I'-0' G SC E: I'•I'-0' D SCALE: SCALE: V2'.F-0' A R C H I T E C T S Design GioU lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 w w w. a b d e s i g n g r o u p. c o m AA #:0003325 �mmmi ..o.moommo, SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT 127) MODEL. LARGO (VERSION#01) PROJECT#: R2065.127/00001 PAGE: FOUNDATION DETAILS DATE: 9/11/18 SCALE: 1/4"=1'-0" SHEET 5 Ao'F TIE VERTICAL REBAR TO HOWZATIONAL REBAR W/ 10' HOOK [, VARIES S PER ELE F G aROUTED BOND E <� a° CLEANOUT REQUIRED FOR INSPECTION z . L ° 0'-0' FIN. FLR TIE VERTICAL REBAR .. TO HOIII IONAL IE15AR W/ 10' HOCK V. AM CI REB RAT CORJER3 5 (2) REBAR ON CHAIRS / ° W/ 25' LAP MIN. ,� U 4 8 4 2 -STORY Jz L (3) 5 REBAR ON CHAIRS as f 0 0 HORIZONTAL/ VERTICAL 1 -STORY FOOTING HORIZONTAL/ VERTICAL REINFORCING AT TYP. REBAR LAP REINFORCING BEARING CHANGE SLAB AT S. G. D. GAS LINE THRU BLOCK W/ BLOCK WALL E F C AT LINTEL CORNERS £:l/1'.1'-0' 11 SCALE: I'•I'-0' G SC E: I'•I'-0' D SCALE: SCALE: V2'.F-0' A R C H I T E C T S Design GioU lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 w w w. a b d e s i g n g r o u p. c o m AA #:0003325 �mmmi ..o.moommo, SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT 127) MODEL. LARGO (VERSION#01) PROJECT#: R2065.127/00001 PAGE: FOUNDATION DETAILS DATE: 9/11/18 SCALE: 1/4"=1'-0" SHEET 5 Ao'F 14'-IfI�" I0' -i0" IC' -2" 25'-4" 26'-O" ® c0 ■ ro ■ N N ■ In cit (Q Q N m ■ �n � ® v ■ S N ■ 61 ■ Q ro, r -c0- ■ ■ ■ ■ ■ i■ 4'-8" co ■ 10 N ■ ■ ■ ■ ■ ■ -�u 2'-4° DOWEL PLAN SCALE: 1/4 = 1'-0' A R C H I T ----) E --CT S 4GDesignGrou ifinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#: R2065.127/00001 PAGE: DOWEL PLAN L....j ARCHITECT- STATE OF FLORIDA DATE: 9/11/18 SCALE: 1/4"=1'—O" SHEET ��or �j eJ' II II II II II II II II I LANAI V-4' CLG. II II II II II II II II (2) 25-5H 6080 5GD II � L-4 L-5 GREAT ROOM 13'-4' GLG. FOYER V-4' CLG. L-3 ENTRY L-2 zi - - - - - I L -2A 2 CAR GARAGE V-4' CLG. PANTRY III III MUD ROOM ------------------------- 16'-0' X 1'-0' OHGD 0101 - - - - ----------- '� L -I LINTEL PLAN_ SCALE: 1/4 = 1'-0' GERERA! NOTES: L CODES - -- - 8TH = )TION (2011) G IONS 482.2 4 F - 0'o I.I. FLORIDA BUILDING CODE I< 31DcNTIA_ _D - T R FLORIDA-- - =rT S IS01.2 t 210,. L. rLORIDA BUILDING CODE ENT5 ENTIAL, 6TH EDITION NGFE, E_.. ION 1.3. BUI! DCA GODS REO' F CIVIL E. FGR REINFORCED CONCRETE (AGI 31S -0S). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DE31G-N LOADS FOR BUILDINGS AND OTHER STRIJGTUR=S !ASCE 1-I07. 2. CONCRETE: 2.1. CONCRETE COMFRE551VE 5TRENGTH AT 28 DAYS: 2.1.1. &ET W/STANDARD REINFGIRCEf1ENT-4000 F51 2.1.2. -: CAST 'J/PRESTRESS REMFGRGEMENT-6000 P61 2.13. GROUT PER ASTM C47& - 3000 F51 J/ MAX. 3/8' AGC --RELATE, 8' TO II' eL 'V IF. 2?. REINFGRCINC- BARS: STEEL PLACED IN F-' ABT LINTEL AT TIME OF FA3RIGATION ASTM A815 (GRADE o0) STEEL IN LINTEL AND;GNOCKOUT SLOGK (PLACED IN FIELD) ASTM A815 !GRADE 40). 23„ FRE -STRESSED STRANDS A5TM A416 1 -WIRE, 3TRE33 RELIEVED 210 K51 0ETAI! REINFGRr-EMENT IN ACCORDANCE WITH ACI 315. GONGF TING OF ERATION5 SHALL COMPLY WITH AGI STANDARDS. 3? =MASONRY: 3.1. D_51C-N AND CON5T1FOCTION BHA! L GONFGR•1 TO THE Sr_CIFICATION OF THE NATIONAL CONCRETE NAEONRY ASSOCIATION AND AGI 5,30--la- 3 30-05. 3.2. MININUM MASONRY UNIT STRENGTH: FM 1300 F5I. 3.3. NORTAR 3FIALL BE TYPE 3. XSTRUCTGIRAL: 4.1. S1= L -- LOAD VAVES ARE BASED ON LINTELS HAVING A FEARING OF a' (IJJITH A MINIMUM ACCEPTABLE SEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL ,'STH EDITION (2011), SECTION R80o.14 GR FLORIDA BUILDING COD= R=SIDFNTI4! _ 5TH EDITION (2014). SECTION 210415 EXTERIOR MA50NRY WALL. 5RG. HEIGHT5 13'-4' 5RG. LOAD SRG. WALL NON-51;G.WALL - - - - - - - - - - - - - - - - - - - - - - - - I----- jI PDR I I ' 3000 PSI GROUT LINTEL KITCHEN ELATE. (Ps) V-4' CLG. FOYER V-4' CLG. L-3 ENTRY L-2 zi - - - - - I L -2A 2 CAR GARAGE V-4' CLG. PANTRY III III MUD ROOM ------------------------- 16'-0' X 1'-0' OHGD 0101 - - - - ----------- '� L -I LINTEL PLAN_ SCALE: 1/4 = 1'-0' GERERA! NOTES: L CODES - -- - 8TH = )TION (2011) G IONS 482.2 4 F - 0'o I.I. FLORIDA BUILDING CODE I< 31DcNTIA_ _D - T R FLORIDA-- - =rT S IS01.2 t 210,. L. rLORIDA BUILDING CODE ENT5 ENTIAL, 6TH EDITION NGFE, E_.. ION 1.3. BUI! DCA GODS REO' F CIVIL E. FGR REINFORCED CONCRETE (AGI 31S -0S). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DE31G-N LOADS FOR BUILDINGS AND OTHER STRIJGTUR=S !ASCE 1-I07. 2. CONCRETE: 2.1. CONCRETE COMFRE551VE 5TRENGTH AT 28 DAYS: 2.1.1. &ET W/STANDARD REINFGIRCEf1ENT-4000 F51 2.1.2. -: CAST 'J/PRESTRESS REMFGRGEMENT-6000 P61 2.13. GROUT PER ASTM C47& - 3000 F51 J/ MAX. 3/8' AGC --RELATE, 8' TO II' eL 'V IF. 2?. REINFGRCINC- BARS: STEEL PLACED IN F-' ABT LINTEL AT TIME OF FA3RIGATION ASTM A815 (GRADE o0) STEEL IN LINTEL AND;GNOCKOUT SLOGK (PLACED IN FIELD) ASTM A815 !GRADE 40). 23„ FRE -STRESSED STRANDS A5TM A416 1 -WIRE, 3TRE33 RELIEVED 210 K51 0ETAI! REINFGRr-EMENT IN ACCORDANCE WITH ACI 315. GONGF TING OF ERATION5 SHALL COMPLY WITH AGI STANDARDS. 3? =MASONRY: 3.1. D_51C-N AND CON5T1FOCTION BHA! L GONFGR•1 TO THE Sr_CIFICATION OF THE NATIONAL CONCRETE NAEONRY ASSOCIATION AND AGI 5,30--la- 3 30-05. 3.2. MININUM MASONRY UNIT STRENGTH: FM 1300 F5I. 3.3. NORTAR 3FIALL BE TYPE 3. XSTRUCTGIRAL: 4.1. S1= L -- LOAD VAVES ARE BASED ON LINTELS HAVING A FEARING OF a' (IJJITH A MINIMUM ACCEPTABLE SEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL ,'STH EDITION (2011), SECTION R80o.14 GR FLORIDA BUILDING COD= R=SIDFNTI4! _ 5TH EDITION (2014). SECTION 210415 EXTERIOR MA50NRY WALL. 5RG. HEIGHT5 13'-4' 5RG. LOAD SRG. WALL NON-51;G.WALL L0TT' S CONCRETE SAFE TABLE No. 11 WORKING LATERAL LOADS (PLF) 8" x 8" LINTELS PH. (407) 656 2112 3000 PSI GROUT LINTEL LINTEL ELATE. (Ps) A, ! C:ud !INTEL 5. - LalEL—. L CAD5 IPJ) Total ! y,3�n ]',�©• T -s Sr - 3'x3' p-A:N 3'xd' >'J'-% 3?E4 Tcial! .'h - iipe d' DC•CR F2aC ER PLA w d' DSR =." rSOLID 3'd' Res- IPI 1911 �_ . s s -ecist ta0 '611 'neat 14: '614 4'-2' FreeEst d'al 1511 :E6 ---,t 7v 1326 4-3' - 526 I'63 '"d -- a33 TI 57-10' -= aft 343 1103 6'-3' R.c 1 524 ?64 6'-4' --,oat 63: - 6!3 'i53 6E4 °-3• -recast 2W - 535 11-6. 1'.6' --al ?33 11.3' P—A 425 3'4 1'-0' - 33l 64 1`4, F t 334115 3'-." - _Set 211 533 - 610 :64 549 1411 524 13'-: 'sast 16 424 -ecaA ?5 3?1 I:-3' fi_s4essed N.1 3:1 NA Sat It 23e'5s?Bob1a AA NLA 21'4' s- A:. 2•' 0 3 %- N. mtc- Med L0TT' S CONCRETE P:O. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 3000 PSI GROUT TYPE LINTEL LENGTH 9'-4' COMMENTS NO. BRG HT. L-1 17'-4' 13/36-541AWUL PRE5TRE55ED L-2 4'-6' 6/14-540(01 REGE55ED L -2A 5'-4' 6/16-541AI/(UL L-3 4'-8' 8/16-54I1U/(01 L-4 rWTH 5P:N I L-5 -P-8' 8/16-541)U lUL 8/16-S-(1) #5/(1) #5 PRECAST 81'IW ..♦ N�� N ..♦ J -w �3 �3 8/6-S-(l) #5/(0) #5 NOMINAL WIDTH/HEIGHT OF LINTEL r- PLAIN OR SOLID LINTEL [8/16-P-#Ui#L] No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY a (1) #5 CONTINUOUS �lld1 3j' 8X16' KNOCKOUT BLOCK (1) #5 CONTINUOUS 3�• 8'X16' KNOCKOUT BLOCK _ •}. 3000 PSI GROUT :t4: (PLACED IN FIELD) dw TOP BARS: SEE SCHEDULE CAPACITY CAPACITT CAPAGIIT (ISL 1. (IlL III! (II (?I 7/3Y STIRRUPS AT 4'-0' cc -1)#5 CONTINUOUS y�3I6 � y�310 -y. I RRUPS T 4'-0' cc d,Q(hED+ORnWELDED) uNTE! 3iE G.K1'ATT GRAVItt LP_IFi —BOTTOM SCHEDULE (PRECAST) 8/16-S-(1) #5/(1) #5 PRECAST 81'IW ..♦ N�� N ..♦ J -w �3 �3 8/6-S-(l) #5/(0) #5 NOMINAL WIDTH/HEIGHT OF LINTEL r- PLAIN OR SOLID LINTEL [8/16-P-#Ui#L] No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY a (1) #5 CONTINUOUS �lld1 3j' 8X16' KNOCKOUT BLOCK 270ksl PRESTRESSED CABLE 8/16-S-(1) #5/(1) #5 PRESTRESSED TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" x 8" ! INTELS ! INTEL CLEAR I ! i TEL TT - TLIT7L 5TEE! WILLEDGRANTY GZ1'ATY LRGi LPLFi -E,6rn' 5PAN GRAVITY C/ AcrtY CAPACITY CAPACITY CAPACITY 30iTQM EAR TCP BAR CAPACIII (15L (OHJ !ISLE (15'1 ISLE (IHJ (15! f?HJ TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS ._E4e I ! INTEL TIME LNTE! STEEL .-IIItt GPAIITT ,.'LIFT UPLiFt iPAV mnm Tr,P CAPAC'IY CAPACITY 1--A'SITY I CAPACITY .A LE No 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 16" COMPOSITE LINTELS L:NI_L I CLEAR L INTEL T1FELWTEL 3T=J. GK1'Att GRa`ATY LP-',Fi UF1.IFT LCWih1 SPAN —C"'CAP:LITT CAPACITY CAPACITT iii Tt BAR TOP BAR (05! 111 (15L IT- (15L ('511 (ISL I'- TABLE No, 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS -EAR Lw1EL TYr_ ! wiEL 51=E! G—ITr GRAVITY Lr_ilT LPL rT sPAV CAPACITT C.N'ACIII CAPagiY CAPACITY B2iiQ"13AR ICP E TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS !iNT'c! AR !iYtE! tT�c !INT=L VEE_ C-RAVITY GKAVAlr UP_'vT UPLIFT 5P:N CAPACITY CAPACITY Cl ACITY CAPACITY 9CTTq'I BAR To.. (05L III(1I III (L5! (IHJ l!5L (15'J TACT F NO. 7 •�. ,1000 PSI GROUT _ SAFE WORKING LOADS (PLF) (PLACED IN FIELD) :f. 8"8 " X 6" LINTELS TOP BARS: SEE SCHEDULE CLEAR!INTEL RPE TEL 5TEE! PLAIN G--'41 g •. ' I5, (1) #5 CONTINUOUS SPAN EDi1DM BAR TCP BAR GRAVITY CA°ACITT CAPACITY (01111 CAPACITY CAPACITT CAPAGIIT (ISL 1. (IlL III! (II (?I 7/3Y STIRRUPS AT 4'-0' cc (71ED OR WELDED) 270ksl PRESTRESSED CABLE 8/16-S-(1) #5/(1) #5 PRESTRESSED TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" x 8" ! INTELS ! INTEL CLEAR I ! i TEL TT - TLIT7L 5TEE! WILLEDGRANTY GZ1'ATY LRGi LPLFi -E,6rn' 5PAN GRAVITY C/ AcrtY CAPACITY CAPACITY CAPACITY 30iTQM EAR TCP BAR CAPACIII (15L (OHJ !ISLE (15'1 ISLE (IHJ (15! f?HJ TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS ._E4e I ! INTEL TIME LNTE! STEEL .-IIItt GPAIITT ,.'LIFT UPLiFt iPAV mnm Tr,P CAPAC'IY CAPACITY 1--A'SITY I CAPACITY .A LE No 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 16" COMPOSITE LINTELS L:NI_L I CLEAR L INTEL T1FELWTEL 3T=J. GK1'Att GRa`ATY LP-',Fi UF1.IFT LCWih1 SPAN —C"'CAP:LITT CAPACITY CAPACITT iii Tt BAR TOP BAR (05! 111 (15L IT- (15L ('511 (ISL I'- TABLE No, 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS -EAR Lw1EL TYr_ ! wiEL 51=E! G—ITr GRAVITY Lr_ilT LPL rT sPAV CAPACITT C.N'ACIII CAPagiY CAPACITY B2iiQ"13AR ICP E TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS !iNT'c! AR !iYtE! tT�c !INT=L VEE_ C-RAVITY GKAVAlr UP_'vT UPLIFT 5P:N CAPACITY CAPACITY Cl ACITY CAPACITY 9CTTq'I BAR To.. (05L III(1I III (L5! (IHJ l!5L (15'J TACT F NO. 7 TABLE No. 8 REINFORCING SCHEDU'_E & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8"8 " X 6" LINTELS CLEAR!INTEL RPE TEL 5TEE! PLAIN G--'41 GRAVITY LP! LFT UPLIFT SPAN EDi1DM BAR TCP BAR GRAVITY CA°ACITT CAPACITY (01111 CAPACITY CAPACITT CAPAGIIT (ISL 1. (IlL III! (II (?I TAB' F No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEAGER INTEL TTS LiNIEL STEELI'LL ED GK'ITY I GRAVITY UF -FT I IPL .FT GRA'ATT CAPACITT CAPACITY CAPA'I" CAPACITY JiiGf1 B.M^ IDP 248 �AIITY (ISLE (-A(15L 11 f15L 01i 115L 125J 3g' 3j, TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS C' E ! NTE! it f LINTS! 5T=3 GZINTY GIZ1`ATY '�P Fi .IFi SPAN C—.11 CAPACITT CAPACITT CAPACITY ----.YJiiQ'1 B4R ICP B4R (OS! (IHJ (15! (IHJ (15!(IF— (�! ,2H TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER CLEAR LINTEL TTT !MTj 51EE! G•—ITY GRA'lITY 'rJ"iFT 'r,"A -' SPAN �ACI1Y C -ITT CAF -CITY vACITY SOTTCH B4R iGP BAR (a5! fIHJ fISLfIHJ (LSU (VEl D5Lf?5!J TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFEWORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS y�3I6 � y�310 -y. I !.TEL CLEAR LKTEL 11F= uNTE! 3iE G.K1'ATT GRAVItt LP_IFi LR'R rWTH 5P:N I CAPACITY CAPACITY BOTTOfi BAR TCP BAR (05L (IHJ (U L (IHJ CAPACITY (15L NIL CAPACItt (15! Ila TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER CLEAR LINTEL TTT !MTj 51EE! G•—ITY GRA'lITY 'rJ"iFT 'r,"A -' SPAN �ACI1Y C -ITT CAF -CITY vACITY SOTTCH B4R iGP BAR (a5! fIHJ fISLfIHJ (LSU (VEl D5Lf?5!J 1, 1 1 ,3, 1 3, X- 8/20 -S -(1l) #5/(1) #5 8/24 -S -(l)#5/(1) #5#5 8/16-5-(1) #5/(1) #5 8/14-5-(1) #5/(1) #5 3�6' 8/32-S-(1) #5/(1) #5 8/28-S-(1) #5/(1) #5 A R C H I T E C T S Design Group-lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com 1 AA #: 0003325 SUBDIV. "4 LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#: 82065.127/00001 PAGE: LINTEL PLAN (LOTT'S) ARCHrrECT: STATE OF FLORIDA S�P:�12U1t�, DATE: 9/11/18 SCALE: 1/4"=1'-0" SHEET 5C OF 9 • y�3I6 � y�310 -y. I .. i : •� t4: t�: NYCO 1111W •'? •7 s s t •0 Uik9 Niles iv � 3 13/16' 1, 1 1 ,3, 1 3, X- 8/20 -S -(1l) #5/(1) #5 8/24 -S -(l)#5/(1) #5#5 8/16-5-(1) #5/(1) #5 8/14-5-(1) #5/(1) #5 3�6' 8/32-S-(1) #5/(1) #5 8/28-S-(1) #5/(1) #5 A R C H I T E C T S Design Group-lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com 1 AA #: 0003325 SUBDIV. "4 LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#: 82065.127/00001 PAGE: LINTEL PLAN (LOTT'S) ARCHrrECT: STATE OF FLORIDA S�P:�12U1t�, DATE: 9/11/18 SCALE: 1/4"=1'-0" SHEET 5C OF 9 MATERIALS I.F'c a' precast Ilntel = 4000 psl F'c prestressed Ilntel = a000 p51 3, gout per ASTM C419, F'2 = 3000 p51 '-/ maximum 3/3 inch aggregate a 3 to II Inch slump Concrete Maacnry I:nitu (CMU) per A5TM C?O a irimum net area cOmpressly. 5ir'ngth = 1900 P51 5. Febar per -.STM .-015 trade 00 6. Fre5tre551ng atrand per „5TH A4!& grade 2701ow relaxation 1. Mortar per ASTM 0210 typo M or 5 GENERAL NOTES I. ' avid. full mortar 'cool and read ons. rr J ' � r filled I:nt.ls a5 required. 3. I_S allatlon of IIntel must comply with the architectural and/er structural documents. U-Llnte15 are manufactl.red with 5 1/2' Ieng s at tha ands to accommodate vertical cell re;nf orcicg acol21,1±,12. �. ReForcnca the CAST -CRETE Load DeFlecticn Graph broc'nure For lintel d,Flecticn information. 'o. Bottom field added r-ar tO be located a the :: -the IIntel cavity. 1. 1/32' diameter wire stirrup= are 'welded to the bot,om 5tesl for mechanical anchorage. 3. Cas! -in -places coccrei_ may b. provided in composite Intel In Ile. of concrete masonry units. 4^ST=4C*q,GT1d LINTEL SCHEDULE TYPE LINTEL LENGTH V4 NO. BRG HT, COMMENTS L-1 Ill -4' 81=36-I5/IT F'RE5TRE68ED L-2 4'-6' 8W4-0B/IT RECE58ED L -2A V-4' 81`16-I5/IT 1.5 !933 a_ L-3 4'-6' 8FI6-ID5/IT 1131 L-4 7'-6' 8F16-I5/1T - , raz_..a L-5 f'-6' 8FI6-IB/IT 1151 O ee Pa. i [al EXTERIOR MASONRY WALL BRG. HEIGHTS 1111111111111 9'-4' BRG. LOAD ERG. WALL NON -ERGs. WALL LANAI V-4' CLG. GREAT ROOM V-4' CLG. I ---------- _jI PDR O I \' KITCHEN V-4' CLG. FOYER =___- 00 ----- V-4' GLG. I L_3 I ENTRY L-2 CLG. I L -2A ILINTI-IL P LAN SCALE: 1/4 = I'-0' L-5 2 CAR GARAGE V-4' GLG. II II II II II II II II II II 60M 5GO III III MUD ROOM V-4' CLG. ------------------------- 16'-0' X 1'-0' OHGD r�-------------------- L-1 Safe lead rating ba5ad - rational d -12n UPLIFT SAFE I OAD TAE3LE NOTES TYF'e DESIGNATION s T Z-li I sr -T I -IT --IT -2-m m RE5AR AT TOP MIN. nJ REQD analysis per ACI 313 and ACI 530 .s'tta a ? r?a _ l e T 1.5 !933 a_ al < 1 SI 1131 3@6 i5'a'z gli.>: ii }I .r 49+4 8394 {1.6'49 - , raz_..a :',,,136 iZ395t ,'3960 9Ii 4579.'^£ esi.5. 69]311 1151 O ee Pa. i [al 1-I/2. OI _AP 10. The exterior surface OF lintel; installed in _ TO +-6 az_7.a Fm=I500psi 1. All 'e 4 Inch - dR h3.tR ` 54 'a2E 1 51"r 1 t-- 6 1233 a.. 3 3619 33-3 ,l!3 '-b•IFRc Aai _ eller concrete ma5onr ails sea 11 have a y �� _ l31 - f val'ea abed cn minimum bearing. Exception: Safe loads for 'unfilled For c 1. ompOsite lintel heights not 6me-, use safe load later halght -II' TO 6'-6'1`x-i�-C.'.aT) r _ - FILLED WITH GROUT / U = UNFILLED `I ? U . , n-I-ASi) Mt.of stucco applied in accordance meth ASTM G -2'S O era ved cOatir. ppro g 1 - - 11. _intals leaded simuliaceoaal m1!h vertic�I y _ _ _ __ _ _ATv"d.^,L LOAD _ 3__ R _ D IR., s TA'1� 5 FOR 1 OA RATING, ominal % Ilntes muni' P _ 0= If aria ler: !h 1 I o_ reduc=d by _ oe g g a 12 rP 1.33 t%':dn a I . inches. - - From next 5hown. - a. For Itnteb lengtca rot shown, use safe lead from _ n.xt Ion est length a g h =ro'=n - 6?3 .61a 4 33.^.'1 j�G UANTITY OF � REBAR AT OTTOM Gr T CA`/ITY 5 _ N __ - LINTEL O 'I w _ S a 6 9 1,l 39.3 till 3 36 CM.U. I • art ' (lateral) l ravit c u l F.) d horisOn.a y r P - -4' [FrtcCAST) ADDITIONAL FG HADD L R QAC - N. =Not R aced R - 9. All sato loads In '..nits Of pounds per Itr.ear foot P P a587t _ 945 �13EG'�:3'�@ib. : •*35]3 Y}¢}r. : �yg�,.u.R 1 14--l' TOW -s' -5--- R_ _ Q ?a9,s... p,6 Alb,�£s. 524.1v6 Px53,s"4 2°R+.2b. 3jz'. 2'-1 • TO 3-4' lrRC T) loads 501,4 be cracked for the com'O'.r.aol loading the following •••• REINFORCED CMU PDLL COURSE 3. 5afe loads ars su on 2rased 0 o'r 2ra leads. �. Safe loads based on grade 4a or grace. 60 Field 10. All safe loads based cn simply supported ;pan. -a To 19 4 --sa , 413 991 '3?6 '.v3l 1!3l 16=9 2l3 14-I' TO 14--a'(FRa i3cJ) T with equation: hR 3' i:�. ;i,at. ,_ 2zia�"' ✓.> }T 7777. lobar. II. The rumbor In the the parenthesis indicates the hR h2 R hR h rt m O _ > TO 11-4 IF - -so, hR hR hR hR 'R �R 2 colied vertical load. Applied hcrizcnial load l0 3¢ZSO. 59aa 9,5R. yak 533:¢ 599; 194"+s /P CLFP, TYP 5. Gne 11 lobar may ice s'.:b511tuted ^Or two •5 -cars in 3' ,intals only percent reduction for grade 40 fleld added rebel. Example l'-6' Ilniel type 3F32-13 safe a a" L �q '•' .k'4.atii.. '_a3 W X59 • :'a 333 "• a9. 3 '•i53i , REBAR AT BOTTOM S Safe vertical load SaFe horizcnial Toad hR M1R hR R hR \R (21 5 o. The deblgne, may evaluate core_ sated loads gravity load = 8412[w u/ 15% rsoucti- '0412 hR R hR I.R n QUANTITY OF _ L - • • OF LINTEL CAVITY - - _ !2. Additional lateral load capacity can b= RE3AR y g 'k-do From the sa Fe ,Odd tables b alculatin - - - L30J - 0501 FIf <E3AR AT TOP the designer by pro'ndmg C- 6O GR"0 O GF&O maximum re-i5tin mom_ni and shear at ol-awe' from 9 y I NOMINAL HEIGHT REINFORCING additional relnForoed concrete masonry above additional face eF support. T-5/3'ACTUAL FOTTOMROVID PROVIDED IN LMTEL the lintel. See detail at ric_,ht NOMINAL WIDTH (VARIED) 3' NOMINAL WIDTH SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS CSC^•*e UPLIFT GRA`/ TY - 5'' s T Z-li I sr -T I -IT --IT -2-m m a 9. x e_ ;iya lSc.-ci6. :.3x11 1Es :..e.3..iU: F3 3k 'Z:?eidS sT.dz:FLt. .s'tta a ? r?a _ l e T 1.5 !933 a_ al < 1 SI 1131 3@6 i5'a'z gli.>: ii }I .r 49+4 8394 {1.6'49 - , raz_..a :',,,136 iZ395t ,'3960 9Ii 4579.'^£ esi.5. 69]311 1151 O ee Pa. i [al 9 3 ' 1k93a ,`.b@?�. 513' ,1 a� 4� . m.a3T4 „.3•x3,,::4€��'� _ TO +-6 az_7.a - 5 4 (F - TI 6313 1969 Zi 1931 5 104-4 411 ,.I dR h3.tR ` 54 'a2E 1 51"r -+ ---GADTJ313 e 6 1233 a.. 3 3619 33-3 ,l!3 '-b•IFRc Aai --a'T0 = AST) rrc _ l31 - la$ II^ 'a s549 .h 3 9 l' TO l 6' tr�Z--< l''3 s � 3623 5n63a; `5 @. 603 `f £- 7aU19a e'1B: e -II' TO 6'-6'1`x-i�-C.'.aT) 031 314. 'aa 1111 3349 3031 43D3 YLbI 59 p3B:. wz 10 - '2<e9.x `._. 3a1 43bP: 9394�»9.aba73: n-I-ASi) IDII 1149 263z 1105 269[ 65.3 369 ,>62t:u u sl'. - 6a1sYa - TO 3' i -C-T) -5 6?3 .61a 4 33.^.'1 1943a';'T1 33 6`�' 4:05- 6359v.?I. -a a 1raz_7.a S a 6 9 1,l 39.3 till 3 36 1'-' TO s-4' roar 5) ''1Q° - -4' [FrtcCAST) - - 1366 '.836 1413 3111 __ n a587t _ 945 �13EG'�:3'�@ib. : •*35]3 Y}¢}r. : �yg�,.u.R raze.- 14--l' TOW -s' -5--- R_ _ 549 [^ 153 93 N1a a5E ?a9,s... p,6 Alb,�£s. 524.1v6 Px53,s"4 2°R+.2b. 3jz'. 2'-1 • TO 3-4' lrRC T) - 311 l5 al5 D3 3a 32 "a93B' xc 'n_ -K - > r✓....ai -a To 19 4 --sa , 413 991 '3?6 '.v3l 1!3l 16=9 2l3 14-I' TO 14--a'(FRa i3cJ) T NR AR NR hR hR hR 2 hR 3' i:�. ;i,at. ,_ 2zia�"' ✓.> }T 7777. i s (PiZ-si,cs5-O) FJ14... SDLJ r 39.e 455,x,- 62 ...- k: 5 0141 hR h2 R hR h rt nR 311 `.6]171, 3>9 - h133 2'q'zlie'. _ > TO 11-4 IF - -so, hR hR hR hR 'R �R 2 I.R 3¢ZSO. 59aa 9,5R. yak 533:¢ 599; 194"+s TO If NZ hR NZ hR M1R .M1+n a -a TO 11'-. (FEa Raaas , 9' T hR hR hR .W"2 hR hR vR .VR .k'4.atii.. '_a3 W X59 • :'a 333 "• a9. 3 '•i53i 11'-i T011 9 tr,�a �5a_ hR M1R hR R hR \R 11'-' TO 34 9 rlcsTrca:5-OJ hR R hR I.R n � ; � 0"` _ UPLIFT LATERAL __ _ (TIF= s T Z-li I sr -T I -IT --IT -2-m m a 9. x e_ ;iya lSc.-ci6. :.3x11 1Es :..e.3..iU: F3 3k 'Z:?eidS sT.dz:FLt. r� a 1563 1'v95 '- 61:3 aal 1.5 !933 a_ ,.. J`cb9; 7654., :?. i 43x;a 36} _. Mkor +90 a. X-1- TO 4.0'l $T> 94138 1039 -5 + 6'rFRECAST) :',,,136 iZ395t ,'3960 9Ii 4579.'^£ esi.5. 69]311 - s rte_ 9 3 ' a 1 ,R®taN 1..49" .219L5i 3a15 4]1 83319. - 5 4 (F - TI na 227a 2 3 3 3 61 z1 411 ,.I '"I .'319'a - a a '� )'561 e o a.. 3 3619 33-3 ,l!3 '-b•IFRc Aai 5 2323 .351 _ l31 - m ::a.9az a � 3]3297..3 1 .0,'.w.Ei15Y Y9111i'� l' TO l 6' tr�Z--< l''3 CE �i 2a2 31a 514 031 314. 109-' tFR_GA5T1 59 316 511 239 Y,pa,.gs,f. i1b-- �4.. _ lak- Z2 -see g�zs: ;.469 Ku: 143 xs.�s3 J3 114 a 45 5 1'-a'To 1-0'lF ) las 1'-' TO s-4' roar 5) a 4Z Iss 6 54 1143 Z + 1!a rc IT 14--l' TOW -s' -5--- R_ _ 339 333 539 1131 9'TO'a 4 Re R_ _e'J):.:2a9.a4?4 2,4 hR s5 - _ � rFR=_ -50) '-• "• .1� 3¢b' aa¢s .= n;a:- 12¢5.'x. ,..min"� ,14T31�:_ -a To 19 4 --sa , '57,54 ,,. ]9.z : 'a 639 94L.' JZ59 ,2217 hR " 3 -5 0 IV- 2 a' [FRE 13l 9l '-'s 3 56 63a21 a TO+ a FJ14... 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"-.'•3tici -9' TO 5 0 [FRa_CAST, [53 5 3 '.ba9 133 16:9 'so 3190 9.0 To 9'[r 9 T, 315 931 3'1a 3¢Sa Tl<t 1141 t443 1369 5 319 59344' l9i-'- 3t13 ?43}, TO t b' (r2O_3i) 1< 1553 3 6 5113 55 Uq 13 5633 O I cA6T1 ' 1353 3'Z9 031 314. :II 5xCR 9'3 .6.68'.5 0* UPLIFT PlRA__ NTEN rrtr_OF _ a =-r i IT FF33 6 rt o'TO<< r ) Ws 6c9 21sl n 3 45 4o al I.bi - . 649 y}136{aa'.{'u 777-M-4-5=5 04 'S 5 TO S 6' lrrt=_ 1 d l 604 Z2 Z Z_39 .6¢l 143- 4943 lr[ EZ.#i!" 3ll1 66• 3_39`a` 3b9k2«'a 41T u;{ 4943=k �6 a rc 2. in 1':6 33a3 x911 401 .55 ., s_Y Rg, :-«'033% 7 3374;,"+ sa4-3 .,..3R3i ' _3% .7 'a ' 5 r c T) 656 1301 1 i 339 1143 31ab 3199 391 s • TO 6 6 s 3•a 333 '- 193a 1;19 1919 - '-9 9 - _ .tP '...»3 . .BP.}i ,z123� + _P r�Zii _ Z8)9 334�i a b' 3' TO 1-- 11iZ---- ST, 5 .F 1.65_ 3 E 356 .ba g3.. m3 3s"T- 4l 36 11` 529 o 1'-l'TO9 a rric AaT, 3 0T2 A R C H I T E C T S fr Design Growi?lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r SUHDIV. & LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#: R2065.127/00001 PAGE: LINTEL PLAN (CAST -CRETE) DATE: 9/11/16 SCALE:1/4"=l'-O" SHEET 5D 9 SUHDIV. & LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#: R2065.127/00001 PAGE: LINTEL PLAN (CAST -CRETE) DATE: 9/11/16 SCALE:1/4"=l'-O" SHEET 5D 9 PDR 8'-8' GLCs. LANAI V-4' CLG. GREAT ROOM V-4' CLG. 6080 SGD L-5 ----------------------- L - - - - J PANTRY ------------- FOYER V-4' CLG. I L -s I ENTRY L -z I KITCHEN 9'-4' CLG. III III MUD ROOM 9'-4' CLG. 00 C -11- F- F - 2 CAR GARAGE V-4' GLG. ------------------------- 16'-0' X l'-0' OHGD L -I LINTEL PLAN SCALE: 1/4 = 1'-0' EXTERIOR MA50NRY WALL 5RG. HEIGHTS 11 11111 V-4' 5RG, LOAD 5%. WALL NON-SRG.WALL REINFORCING SCHEDULE & LOAD CAPACITIES ENQUALITY PRECAST COMPANY STRONG' ON SERVICE P.O. Box 11 - Brandon, Florld0, 33509-0011 LINTEL NO. LENGTH REINFORCING SCHEDULE & LOAD CAPACITIES LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT 8/36-5-(Ix1/(UL PRE5TRE55ED L-2 4'-6' SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS L -2A S'-4' 8/16-5-(I)J/(IL LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN 1291 WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY 2 No. 10000 DETAIL DU' I DETAIL'DV' OTAL CLEAR DOOR LINTEL O#oL 1 O "" O' SU (1)#51- (11#5U (0)#51-(1)#5U (1)#SL (2J#SU 121 7/16 strand + 993 993 600 1084 DETAIL'U' DETAIL'V' (1)#5L (1)#5U DETAIL'W' 2 No. PLAIN SOLID GRAVITY & UPLIFT SAFE LOADS (PLF) L"NGRI SPAN 19'-4" 18'-0" DETAIL'U' &'V' (2) No.3 2'-10' 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 1 10000 1 10000 10000 10000 (2) 7/16 strand + 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 9576 10000 10000 10000 2 No. S 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7009 10000 10000 10000 -10' 4'-6" PRECAST (2) D4.5 WIRE2 No.3 5700 10000 10000 10000 " 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 7924 10000 9263 10000 7-6" b'-2" PRECAST (2) D4.5 WIRE 2 No. 4 5748 10000 6723 10000 7'-8" 6'-4" PRECAST (21 D4.5 WIRE 2 No. 4 5473 9564 6402 10000 8'-0' b'-8" PRECAST (2) D4,5 WIRE 2 No. 4 4978 1 8706 5824 10000 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 4546 1 7957 5320 10000 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3536 6205 4141 1 7410 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2725 1 4798 3194 1 5322 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 3615 1 5348 2699 4424 PRECAST D4.5 WIRE (21 No.4 2976 2976 2676 2737 12J No. 3 2 No. S 3191 3670 2379 3894 �11PRECAST PRECAST (2) No. 3 2 No. 5 2919 3369 2174 3572 1284 1284 PRECAST 12) NO.3 2 No.5 2535 2961, 1884 3137 GRAVITY & UPLIFT SAFE LOADS (PLF) PRECAST (2) No.3 2 No. 5 2278 2698 1691 2856 14'-8" 13'-4" PRESTRESSED 1 (2) No.3 (2) 7/16 strand+ 3326 3326 1829 2919 7194 1363 1363 1131 1131 5'-8" 4'-4" 2 No.4 (2) D4.5 WIRE (2J No.3 559 559 15-4" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ 3031 3031 1666 2702 PLAIN #5 (I) U (oI L 2 No.4 #5 (2) U 11) -4" 4'-0" PRECAST 17-4" 16'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ 2346 2346 1290 2210 1097 BOTTOM BARS 3'$" 2'-4" (21 No.4 PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ 1865 1865 1029 1869 PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 2 No. S 7'-8" 6'-4" 6--0" PRECAST t D4.5 WIRE (2) No.4 20'-0' 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand+ 1737 1737 959 1778 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (21 No.3 2400 4030 3607 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ 1516 1516 839 1620 (2) No.4 294 510 2 No. S 22'-(7' 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand+ 1420 1420 787 1551 PRECAST (2) D4.5 WIRE (2) No.4 2 No.5 261 393 24'-0' 22'-8" PRESTRESSED (2) No.3 (2) 7/16 Strand+ (2) 110. 5 1250 1250 658 1300 EXTERIOR MA50NRY WALL 5RG. HEIGHTS 11 11111 V-4' 5RG, LOAD 5%. WALL NON-SRG.WALL REINFORCING SCHEDULE & LOAD CAPACITIES ENQUALITY PRECAST COMPANY STRONG' ON SERVICE P.O. Box 11 - Brandon, Florld0, 33509-0011 LINTEL NO. LENGTH TYPE: V-4' COMMENTS ERGs. HT. LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT 8/36-5-(Ix1/(UL PRE5TRE55ED L-2 4'-6' 8/14-5-(IU/(0X RECESSED L -2A S'-4' 8/16-5-(I)J/(IL L-3 4'-8' 8/16-5-(IUK0,- L-4 l'-6' 8/16-54IXI/(I1 L-E, 7'-8' 8/16-5-(IU/(IL EXTERIOR MA50NRY WALL 5RG. HEIGHTS 11 11111 V-4' 5RG, LOAD 5%. WALL NON-SRG.WALL REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY 599 (0)#5L(I)#5 (1)#5L(H#5 (0)#5L(1)#5U (1)#5L(2)#5U (PLF) DETAIL H' Y DETAIL')' Y (T)#SU DETAILW DEAIL-AILW'H' &'J' 14'-8" 7 16 d + 2 No. 13'4" PRESTRESSED (2) No.3 (2) 7/16 strand + 1419 1419 850 1347 599 10000 LATERAL SAFE LOADS (PLF) 2 No.4 DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE GRAVITY 15'4" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1291 1291 775 1270 #s, 11 U(0)L $5 (l) U(1)L 45 (1J U (01 L #S(TIU TIL #5(2)U(1)L 8"x8" RECESS 2 No. 10000 DETAIL DU' I DETAIL'DV' OTAL CLEAR DOOR LINTEL 17'-4" 16'-0" PRESTRESSED (2) No.3 121 7/16 strand + 993 993 600 1084 UPLIFT SAFE LOAD ''.NGTH SPAN SIZE TYPE TOP WIRE/ 2 No. PLAIN SOLID GRAVITY & UPLIFT SAFE LOADS (PLF) L"NGRI SPAN 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1035 1035 478 936 BOTTOM DOOR LINTEL TYPE LIMEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE 2 No. S 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) BOTTOM PLAIN 45S U (0) L #5 (11 U IlJ L U#SII i UU" LL 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 961 961 446 872 55 (2) U(I)L BAR (1)#5 CONTINUOUS REQ' D. 2 No.5 DETAIL'DH' DETAIL'DY I)U III l DETAIL'DH'&'DY 21'-4" 2u-0-1 PRESTRESSED (2) No.3 (2) 7/16 strand + 834 834 390 763 DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'4" 2'-0" PRECAST 2 No. S (2) No. 3 1640 1790 2'-4" 22'-0" 20'-8" 1 PRESTRESSED (2) No.3 (2) 7/16 strand + 720 720 366 716 2 No.5 2 2'-4" 2'-0" PRECAST (2) D4.5 WIRE 121 No.3 4'Z' 2' 1 2' PRE T W - 4'-4" - 0 GRAVITY & UPLIFT SAFE LOADS (PLF) 24'-0" 22'-8" PRESTRESSED (2) No.3 T / s ran 5 642 642 306 599 10000 LATERAL SAFE LOADS (PLF) CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE GRAVITY & UPLIFT SAFE LOADS PLF SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLID 8"x8" RECESS DOOR HEADER 10000 #s, 11 U(0)L $5 (l) U(1)L 45 (1J U (01 L #S(TIU TIL #5(2)U(1)L 8"x8" RECESS DOOR HEADER 10000 DETAIL DU' I DETAIL'DV' OTAL CLEAR DOOR LINTEL LINTEL STEEL LINTEL LATERAL SAFE LOAD TOTAL CLEAR DOOR UNIELTYPE LINTELSTEELTOP LINTEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD ''.NGTH SPAN SIZE TYPE TOP WIRE/ STEEL PLAIN SOLID GRAVITY & UPLIFT SAFE LOADS (PLF) L"NGRI SPAN SIZE PRECASTCONCRETE WIRE/ BAR STEEL SOLID SOLID SOLID SOLID (2) D4.5 WIRE (2) No. 4 BAR BOTTOM DOOR LINTEL TYPE LIMEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) BOTTOM PLAIN 45S U (0) L #5 (11 U IlJ L U#SII i UU" LL k5 (2) U (I) L SOLID SOLID 2'Z' BAR pETAIL'DA' DEIAIL'DB' #5(1)U(0)L 45(1)U(1)L U(0)L ##S 55 (2) U(I)L BAR (1)#5 CONTINUOUS REQ' D. DETAIL'DH' DETAIL'DY I)U III l DETAIL'DH'&'DY DETAIL'IX =+ PER STRUCTURAL PLAN DETAIL'D V DETAIL -DB- DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1640 1790 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2J No. 3 5713 16000 10000 10000 U� I (TIED OR WELDED) 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE 121 No.3 1919 2143 2143 1753 1753 4 0' 2'-8' 2. 4" PRECAST (2) D4.5 WIRE (2) No.3 1386 1410 LLL SEE SCHEDULE 4-0" 2'-8 2'4" PRECAST (2) D4.5 WIRE 12) No.3 1597 1801 1801 1483 1483 42 T2'-10 2--6- PRECAST (2) D4.5 WIRE (2) No.3 1259 1259 8173 ` 7$, 4-2' 2'-10' 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 3'-0 2'-8" PRECAST (2) D4.S WIRE (2) No.3 1137 1137 5' 4" 5'-0" PRECAST D4.5 WIRE (21 No.4 2976 2976 2676 2737 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICALLINTEL SECTION 7'-8" 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 929 929 GRAVITY & UPLIFT SAFE LOADS (PLF) 3000 PSI GROUT TOP LEG BARS: 8"x12" RECESS DOOR HEADER (PLACED IN FIELD) (SEE SCHEDULE) 4' -II" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 7194 1363 1363 1131 1131 5'-8" 4'-4" 4--0" PRECAST (2) D4.5 WIRE (2J No.3 559 559 SPAN SIZE WIRE/BAR BOTTOM BAR SOLID SOLID SOLID -� Ci107 . 76W PLAIN #5 (I) U (oI L #5(11 UU0( LL #5 (2) U 11) -4" 4'-0" PRECAST (21 D4.5 WIRE (2J No.3 864 995 995 831 831 5'-4" 5'-0" PRECAST 121 D4.5 WIRE (2) No.4 606 1 1097 BOTTOM BARS 3'$" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 ^'Icer P SEE SCHEDULE v 4'0" 2'-8" 2'-4" 6'-8" 57-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7'-8" 6'-4" 6--0" PRECAST t D4.5 WIRE (2) No.4 498 863 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 70' 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (21 No.3 2400 4030 3607 3607 PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 9'-8" 8'-4" 8'-0' PRECAST 12) D4.5 WIRE (2) No.4 294 510 PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 4'Z' 2' 1 2' PRE T W - 4'-4" - 0 GRAVITY & UPLIFT SAFE LOADS (PLF) CAS (2) D4.5 IRE (2) No. 3 9563 10000 1 10000 10000 3'-0" 2'-8" 8"x32" RECESS DOOR HEADER 10000 10000 TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLID SOLID 6110 10000 #s, 11 U(0)L $5 (l) U(1)L 45 (1J U (01 L #S(TIU TIL #5(2)U(1)L PRECAST (2) D4.5 WIRE (2) No, 4 5323 10000 4103 10000 DETAIL DU' I DETAIL'DV' IDEIAIL 'DU' &'DV' DETAIL'DW' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 10000 I 10000 10000 10000 4'-0' 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 Tom 10000 10000 10000 " " (2)No. 4 GRAVITY & UPLIFT SAFE LOADS (PLF) 1763 NOTES: - 4'-4" - 0 -6 CAS (2) D4.5 IRE (2) No. 3 9563 10000 1 10000 10000 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 8654 10000 10000 10000 4'-8" 4'-8" 3'-4' 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7102 10000 9975 10000 3390 3053 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4336 10000 6110 10000 6'-8" 5'4" 1 5'-0" PRECAST (2) D4.5 WIRE (2) No, 4 5323 10000 4103 10000 3. STANDARD FOR REINF. STEEL -ASTM A615 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3810 1. 2929 9691 1193 9'-8" 8'-4" 8'4" PRECAST (2) D4.5 WIRE (2) -.4 2202 5434 1680 5174 Y -D" PRECAST (21 D4.5 WIRE (2)No. 4 GRAVITY & UPLIFT SAFE LOADS (PLF) 1763 157E 1578 PRECASTCONCRETE T-8" 6'-4" 8"x16" RECESS DOOR HEADER PRECAST (2) D4.5 WIRE (2) No. 4 TOTAL CLEAR DOOR LINTEL TYPE LIMEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) LENGTH SPAN SIZE WIRE / BAR BOTTOM BAR SOLID SOLID SOLID SOLID 2'Z' 903 #5(1)U(0)L 45(1)U(1)L U(0)L ##S 55 (2) U(I)L (1)#5 CONTINUOUS REQ' D. DETAIL'DH' DETAIL'DY I)U III l DETAIL'DH'&'DY DETAIL'IX =+ PER STRUCTURAL PLAN 7/32" 51TRRUPS AT 4'-U' cc 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2J No. 3 5713 16000 10000 10000 U� I (TIED OR WELDED) BOTTOM BAR$ 4'-0" 2'$" 2'-4" PRECAST (2) 04.5 WIRE (2) No.3 4511 Tom 9686 10000 LLL SEE SCHEDULE 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 2 4'-4" 3'-0' 2'-8" PRECAST (2) 04.5 WIRE (2) No.3 3647 9133 7835 8173 ` 7$, 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 4'-0" PRECAST (2) D4.5 WIRE 121 No.3 1819 4139 3839 3839 2, MN. BEARING REQUIRED AT EA. END- T'(2) 6'-8" 5' 4" 5'-0" PRECAST D4.5 WIRE (21 No.4 2976 2976 2676 2737 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICALLINTEL SECTION 7'-8" 6'-4" 6'0" PRECAST 2J D4.5 WIRE (2)No. 4 2292 2292 1918 2121 PRECASTCONCRETE 9'4" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE 12) No. 4 1563 1563 1113 1455 GRAVITY & UPLIFT SAFE LOADS (PLF) 3000 PSI GROUT TOP LEG BARS: 8"x12" RECESS DOOR HEADER (PLACED IN FIELD) (SEE SCHEDULE) �' 2' � TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD APER OPLANEQD LENGTH SPAN SIZE WIRE/BAR BOTTOM BAR SOLID SOLID SOLID -� Ci107 . STRUCTURALOT /� PLAIN #5 (I) U (oI L #5(11 UU0( LL #5 (2) U 11) FICO -�IOJ P2 M 7/32'STIRRUPSAT4'-0'cc (TIED OR WELDED) DETAIL'DE' DETAII'DF' DETAIL'DE'&'DF' DETAII'DG' BOTTOM BARS 3'$" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 ^'Icer P SEE SCHEDULE v 4'0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 2 ? 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 70' 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (21 No.3 2400 4030 3607 3607 NOTES: I. MNIMUM 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'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No, 3 1193 2290 2085 2085 TYPICALRECESS DOOR HEADER SECTION 6'-B 5'-4 Y -D" PRECAST (21 D4.5 WIRE (2)No. 4 1764 1763 157E 1578 PRECASTCONCRETE T-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 IT- 1261 8'-0' PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 686 903 A R C H I T E C T S Design Grbu inc" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 127) MODEL LARGO (VERSION#01) PROJECT#: R2065.127/00001 PAGE: LINTEL PLAN (QUALITY PRECAST) DATE: 9/11/18 SCAT : 1 /4"=1' - 0' SHEET 5E OF 9 HEADER SPAN CHART (HEAIDER SIZES PER CHART, U.N.O.) SINGLE STORY APPLICATION SIZE CLEAR SPAN CONNECTOR S SE D iL� CONTROL DATE; LI-OI-iS UP TO 5'-4' SIMPS0N 5'-4' TO 1'-0' DBL 2 x IO LISP DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOLN STAIRS DES. UPLIFT I GRAVITY DES. UP TO V-0' UPLIFT GRAVITY FASTENER DBL 2 x 10 META -!6 1450 8'-0' ANP OVER ATA !6-:3 1 I40p (1) !Od x 1 I/2' I -PLY, (6) Iod 2 -PLY, (U6P: (10) !Od X I IR' - NO !6d OPTION) II I � FLrJOS; f2) M=TA-!6 1905 IEDO (?) FTA !6-!3 2800 (!0/ IOd x I I2' I -PL T,- /'JSP: 00) !Od x I I/2') (14)!&d 2 -PLT (U5P: NO !ad OPTION) 1310 HTA I6 - (5) IOd x 1 I/2' -FLY, (3) !ad 2 -PLT U5P: CO) IDd x I V?', NO !Sd 01T:GN 13',0 HTA 2.(W 106 x 1 Ill' I -FLY, (8) !6d 2 -PLT USP: CO) 1Od x I Vl', NO !ad OPTION } (1):;ETA -20 2035 2500 (2)HTA-2D 31'.0 (10) Od x I I2' I -PLT U5P: (10) IOd x I V2' (!2J 1d 2-1LY (USP: NO %d OPTION) z Q 16T.2 I 2150 T L'Y T-? Ib (l) - I/4' x 2 I/4' TITEN, ? FLT (USP: ELK (5) I/<"JE, WGGD (!'o) "Od U) DETAL-2D 2450 NO U5P CONVER510N FOR "a IMFSGN D'cTAL-2D (13) - IOd x I In, I FLY MGT 3565 MUGT 4300 (1) 5/3' A.TR IN HIGH STRENGTH EFOXY -11N. 12- EM5ED), (22) 10d TO UOOD ('LBF: (25) :pd TO WOOD) H' T-2 !0930 H'KT-? FL03 (?) 3/4' A.TR IN HIGH STRcNG-TH EPDXY (MIN. 1?' EMBEDI, (!6) IOd TO 11000 (UBF: 'UYVOD (B) IOd) HGT-3 : !p53D WJG-T-3 E363 (2) 3/4' A.T.R IN HIGH 6TRENG-TH EPDXY (MIN. 1?' EMEEDI, (!6) 10d TO 11.000 (U5P: WOOD (3) IDd) LGT3-5D52.5 3285 L UGT-3 5330 (2) 5D5 1/4'x2 IR' TO GIRDER (4) 3/3' x 5' TITEN HD TO 'CALL ('LISP: CONC. (4) 3/5' X 5"JiEDG-E EOL T, 1ICOD (!2)'JS25; LTA2 12,0 PAR4__E_ TO WALL 1425 FERY=NDICU_AR TO LFTA iE55 Co) Od x I-12' (u5P. (10) 10d x I I" IGT 4340 NO 115F OON1=R610N FGR vl rcON -T 'WD fll 3/5' A.TR N L, GH 6TRENGT„ -FOXY (M N. 12'cY3 (6J -SDS t0OO (2)'/GT l'ia5 _ TRUSS W/ 3/8"X4" - NO J5P CONVER5I0N FOR SiMIF50N (1)`/GT) (2)5,61 ATR IN HIGH 6TRENGTH1 EPDXY 011N. 12- EMEED), (32)-5D51/:'X3' 12 PLY MT5-2!000 LACE SCREWS � 16'— O.G. MAX MTU 2 - (I4) IOd x 112' (U5P(U5P: (14); 2d x 1 IR', (14)',2d) 4T5-16 IiSO HPL !6 aaD (!6) !Od x I In. (U5P: (!o) IDd x1 V2', <!a) IOd) HT5-20 450 — It--- HT-) 20 2045 (24J !pd x I V2' ('LISP: f24) !Dd x 1 12', (20) i0d) 'H'T6-24 145D HTJ 24 2045 (24) !Dd x I V2' 0U5F: (24) !Od x I V2', (2O) !Od) TA E25 -------------------------------------ami 6TA 12 ST0 CO) 10d U5P. flo) Od 5T-'-!3 .. 235 15TA !3 1360 (4) Od U5P: (4) Gd M T_-5 +• 133 MST 13 135313 135 (14J Od U5P: (4)"Ld N 15TA-24 640 16TA-24 ITER (5) pd USP: (15).Od OF MSTA-3D :: 2050 --- 115TA. 3,0 2140 (22) IOd U5P. (22) Od ---- MSTA-36 + 2950 M5TA-36 2525 (2a)Gd U5P: (26)!Od H M5TI-36 3600 K5T1 236 30"0 (36)!Od x 11/2' U5F: (3a) Od x I I/2' V) MaTI-43 5Ga5 KT51 248 4250 (48)!Od x I IR' U5P: (45) IOd x 1 Ill' H. 950 LFTA 6 - (3) Bd TO PLATES, (3) 3d TO 51GD (U5P: (!6) ? x 112', ('a) 3d) 514 335 5PT 4 (6) !Od x 1 IR' TO 6%D5 U5P: (6) On x I I/?' TO 5TUD5 A34 3E5 MP 34 410 (4) 3d x 1 I2' TO BEAM, (4) 3d x 1 I/?' TO POST. U5P: (4) 3d x 112' TO EEAM, (4) 5d x I Ill' TO F05T. 645 HHCP 2 !OTO 02) 10d x I IR' U5P: CO) 10d x I I/.:' TO TRUSS, (IO) IDd X I IR' TO FL-'T=- LAT=OA O_- 134,0 RT "vA 2130 Ca) !Dd x I Ill' 'U5F: (3) `Od x 1 12' TO TRJS3, (3) !Od X I IR' TO PLATE `lGi i HD'J4 �SoS PHD 4A :535 (!61 -SDS TO'nOD, 00) -SDS 1/4'4 I2' J/ T: REAGED ROD, (2) NUTJASHER2 FLY U5F: 5/3' ATR MIN. l' EM5ED 5ET IN HIGH STRENGTH EPDXY, (!O)'JS'J SOD 5C;R^IJ5 YG--T s HDl34340 TDX ID 51!0 (!6)-5D5 1/4'x3' TO'1000, STUD 5OLT5 'J/ THREADED ROD, (2) NUT5/'J'ABHERrFLY 'JSP: 1/3' ATR MIN l' EMEED 5ET IN HIGH 5TRENGTH EPDXI-, (4) 1/3' T,RJ-BOLTS .^.511 44 2200 aaa5 PA'J 44 2535 6115 1115/3' ATR IN HIGH STRENGTH EPDXY, (MIN. I' EMEEDJ IN CONC., (!?)!6d TO 'WOOD IJSP: SA: :E AS S.MF50N AEU ab 1300 12000 PA'J 6'0 ?535 13ai5 (1) 5/3' ATR IN HIGH STVNGTH =_FOXY, (MIN, l' cMEED.) IN GONG- (!2)16d TO UOOD U5P: SAME_ AS S.MPSON () L TTI : 1340 LTS 13 1205 (I) 3/4' A.TR iN HIGH STRENGTH EPDXY, (M.N. l' EMEED.) -N GONG., (5)1Cd TO WDOD U51: 5AME A$ 5.MFSON LTT2DE ... :500 LTS 203 1'05 (I) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T' EMEED.) IN GONG, 00 Od TO 'WOOD U5F: 3/4' ATR M.N l' EM5ED 5ET IN HIGH 5TREI:CiTH EPDXY, (10) 'Od, (0) IDd x 1 IR', 2 -IR' U HTT4 T Si55 HTT45 4465 (1) 5/1' T IN HIGH STRENGTH EPDXY (MIN. l' EMSED IN GONG. (1B) SD- X IR' (U5P: (201 !6d X 2 -Ill') A R U5P HAS MORE NAIL OPTIONS: (20) 10d, 001 !Od x I -Il?', (20116d x 2 In z HTTS HTT45 5430 (11 5/3' A.T.R.iN HIG-H 5TRENGTH EFOXT (MIN. l' EMEED) IN GONG. (26) !6d X 2 I/_•' (U5F: (2O) !'ad X 2-1n*)Q L51 HA5 MORE NAIL GPTIGN5; (23)!0d, (2a) Od x 1-I2', (2D)!6d z ] 12• TI -DG 15!0 UP- 11 120?D (111' ATR N H- STRENGTH c1OXY, -.N. D) IN (3 / 505 Vi x ?h' FOOD (151. (24) l53 _'COp Y_,c A) .015 66, TDX !D 51!0 (I) 1/3' 1-5. IN H GH 51R_N TA EFOXY, (MIN. l f 5 D) IN GONG, (3) 3/-"-5T-JD 5(%T5 TO WOOD (U5P: (4)113' 50_TS) I"EHA 3:6/112H 3415 5330 NFM35XGu 3!55 1130 5 r FSON. (1) 3/4' ATR IN k H T YT EPDXY, (M N. 6l 3=DM T) N CMJ TOP, (I/ 3/4' Al- V H GH 5TI�NGTIA PO Y (M.N. &.75. FA (W-_1 TO E=AH U51: (I) Ill' J --T J/ M-111 B D NOT _aa THAN FROM D OF CO 1_ 1314- DIA ITA RAM;-Ti,�-DH;=AD DT\A 50_T a_ -V_ ANCH- GR =2 J/ M K EM." D i 1TH N5TA_ ED N THE FACE. 4) AT T W (J _ HUoG4!? (UOOD) _ 363 26'a,0 (FCR) 3265 (RG✓r1 HIJ-42'IF o 2530 /FLR) -Dao ' 3225 (ROGFJ (10) lad TO HEAGE (!OJ 16d TO GOOD . _ i- 51M-BGN R U6P oA"'c A r S Z H-,. (GM.w 16:0 5035 HD41D IF 105 3115 (13) I/4' x 2-3/4' TITEN (E FER FLA\GEJ TO CMU, (ID) IDd TO WOOD: (U5P: (13)114' x 3' W93 ECRE15, (!0) !Od TO WOGD. = HUC2''O-? (CMU) !3'D 5035 HD210-2!F IDS 3115 (18)/4' x 2-3/, TITEN (E PER FLA.\GE) TO CMU, (ID) !Od TO WOOD: (USP: (IB) 1/4 x 3• WS3 5GRE15, (!0) !Dd TO WOOD HUC2!O-3 (CMU) 150 400,0 HD2!D-3.F 105 3115 (13) 1/4' x 2-3/4' TITEN (5 FER FLANGE) TO CMU, (10) ICd TO W'GOD: (U5F: 03) 1/4' x 3. 153 5CRc15, 00) Od TO WOOD LGJf1?'a-2-SDS 143,0 5535 NO'J5P CONVER5ION FOR 51MP5ON LGUM26-2-5D5 (4J 3/8' x 4- TITEN HD ANCHGR5 (2 FER FLANGE) TO G -!'J, (4) V4' X 2 IR' 505 SCREWS TO WOOD HIGH 5TRENGTH EPDXY = SIMF50N '5ET EFOXY-TIE'. CONTACT T;E ARCHITECTiENC-: E R OF REGGRD ANrHOR.NG 5Y5TEM5. FGR WRITTEN AFFROVAL PRIOR TO &,,ESTITUTMG FOR SIMILAR EPDXY FRODUCT5 GR U5P - GIA ACHESIYc • 1HEZ ANCHOR EMEEDMENT 15 GREATER THAN l' DEEP, THE VERTICAL CELL IN GM.U. "WALL 115T EE FILLED aOLID u, GROUT. COMMON NAIL5 CAV EE EUE5TITUTED 'LITH IOd x 11/2' NA!L5 IN CONJUNCTION 11TH A 233. REDUCTION IN TkE ALL0JA5LE LOAD, WRITTEN A rrRO`/AL FROM THE ARGNITECT 15 RE=O'JIR=D FOR THI5 AFPLICATION ,,:CR TO INSTALLATION. •: MINIMUM EMBEDMENT INTO TkF TGF GF A EOND5EA'1 'JILL EE 5', MINIMUM EMBEDMENT INTO T _ FO.:NDAVGN l'IILL EE l' W F- 0 ATR + A-3Dl ALL TkREAD ROD (51Z=, PROTECTION TTFE, LENGTH, ETC. VARIE5) Z a=CAUSE OF THE "WIDE VARIETY 15 USED. OF MATERIALS, LOCATIONS, AVD CONDITIONS THAT MAT AFFECT CONN ECTOR5, THE CONTRAGTGR M'J5T EE REBFON5IELE FOR MA NG SURE- TEAT T: -E FRGPER CGRRO51ON FROTEGTION HEN '_SING 5TAINLE55 STEEL CONNECTORS, 4E=_ 5TAINLE55 STEEL FAWENER5. ':.'HEN 'J51NG ZMAC / HDG GALVANIZED CONNECTORS, 'J_- FA5TH ER5 GALVANIZED FER ASTM -A:53 "E OF EXFAN5ION ANCHGR5 WILL E_ _VALUATED ON AV INDIVIDUAL SA.515 AVD 1.15T 'HAVE 1RITTEN APPROVAL FROM THE ARGATEGiiENGINEER OF RECORD FRICR TO 15E. IF CN\EGTGR VALI:_5 5AHcD ON SIMr53N "IGOD CONW.R'CVON 20!2. FOR _ __ =_ COW\=GTGR5 -2013', 'HIGH "WIND-Ic=616TANi C-BTRUCTICN1--,H, AND ANGHGR!N , i FAST_N INC 5Y5TE 5 OIE CONCR=Ti MA5ONRT CATALy HEADER SPAN CHART (HEAIDER SIZES PER CHART, U.N.O.) SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' D5L 2 x 8 5'-4' TO 1'-0' DBL 2 x IO 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOLN STAIRS SIZE CLEAR SPAN DSL 2 x 6 UP TO V-0' DBL 2 x 8 5'-0' TO &'-4' DBL 2 x 10 6'-4' TO W-0' PBL 2 x 12 8'-0' ANP OVER 2 x 12 (•2 SYP) 1/16' OS5 (TYP.) NAIL (3) 12d a 6'-8' O.C. TYP. 2x12 BM./HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REGZUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO W-0' TO 8'-0' U.N.O. 4' -II 1/2' 1' -II 1/2' AND UP NUMBER OF HEADER STUDS x - "\ SUPPORTING END OF HEADER 1 2 3 NUM5ER OF FULL LENGTH STUDS � —1 III3m 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM, OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE EXTERIOR MASONRY WALL BRC. HEIGHTS 1111111111111 LOAD BRG. WALL NON-BRGAALL SECURE (2)2x12/LVL BM by TO PT 6x6 POST W/ (2) 6t° M5TA-24 POST TO SLAB W/ABU-6[o (4-TYP) CJ2E (2XIT8-12 ___�CJ4E FF03 i -IVC -410 F04 FF05 Lu l e w v w w w w w w w w w v n u L) 0 0 == (2)2X12 BM u u (2)2X12 BMI a (2)2X12 BM u lull I I II } u u u u u n u u u } J Ili O - - - ll -I L L N-- - - - - - - - -- O IIIuII X/� �\Q X till ---------------------- -------------------- --------------------- I r - A1 r7 r T17- T_11- cb- I -6y-- - 0 --------- I , in--- - ,Far--- - �--- �-- Ile Ile Ile Ile Ile Ile Ile Ile Ile Ile 11, !!e II` II II II II it II II II II II II II II II I I I I I I I I I I I I I I I II I (I II II I 1 I I I I I I TRUSS TO 4X6 I I I I I I I I POST W/ (2) MTS -12 POST TO SLAB I II IIII HTT-4 II II II II II II II II � U i I I FL05 - I Ilit73It =4= Z = 3 Deo FIRST FLOOR FRAMING P LAN SCALE: 1/4 = P -m' CJ2E CJ4E_— (2,"T5-12 HVC-41(0 (2) META -16 CJIA A R C H IT E C T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r SUBDIV. & LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#: 82065.127/00001 PAGE: FIRST FLOOR FRAMING PLAN ARCHrrECT STATE OF FLORIDA SEP ;-va A /- ROLAND DATE: 9/11/16 - Q SHEET � FL05 9 �, LV x - "\ FLIO � —1 III3m �■ II I � FLrJOS; FL�4 FL03 _ FLIT �1 � FLI II � FL03 — — - — — — — — - - i _ FLI2��_ 2X� LEp�ER TO E01^� _ TRUSS W/ 3/8"X4" - I��Q LACE SCREWS � 16'— O.G. MAX �---a---u- FL01 CJIA — It--- - - - - - - - - -- FL.01 -------------------------------------ami --- ---- ---- --- --- ---- ---- ---- -- -- CJIA-- - 8 CJ2E CJ4E_— (2,"T5-12 HVC-41(0 (2) META -16 CJIA A R C H IT E C T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r SUBDIV. & LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#: 82065.127/00001 PAGE: FIRST FLOOR FRAMING PLAN ARCHrrECT STATE OF FLORIDA SEP ;-va A /- ROLAND DATE: 9/11/16 SCALE: 1/4"=11-01' SHEET or 9 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#: 82065.127/00001 PAGE: FIRST FLOOR FRAMING PLAN ARCHrrECT STATE OF FLORIDA SEP ;-va A /- ROLAND DATE: 9/11/16 SCALE: 1/4"=11-01' SHEET or 9 i 2 x 12 (I'2 5YP) 7/"Ill OSB (TYP.) NAIL (3) 12d m 6'-8' O.C. TYP. 2x12 BM./HDR. @ ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) O\Tt(TOR SCAEDJLE CONTROL DATE: DI -DI -a CONNECTOR 5'-0' TO SIMPS0N U.N.O. 4' -II 1/2' USP AND UP NUMBER OF HEADER STUDS DES. UPLIFT GRAVITY DES. JUPLIFT GRAVITY FASTENER 3 META -1a 1450 2 HTA 16-18 1400 (1) IDd x I In' I -PLY, (6) 16d 2 -FLY, (U5P' (!0) I2d X 1 10' - NO 16d OPTION) (2) META -:6 1935 19'00 A05 (2) HTA !.-!3 2aCJD (ID) Imd x I In' I -FLY, (15F: CC) IDd x I In.) (14)!64 2 -PLY lU5F: NO 16d OPTION) HETA-!b 13!0 A04 HTA !n - (9) fad x I In, I -PLT, (3)'bd 2 -PLY 'JSF: CI ) Imd x I I2', NO !ad OPTION FETA -20 '.3:D NTA 20 !615 (9) !Cd x 1 10' I -PLT, (3) !bd 2 -FLT U5F: (10) 1Od rt I IR', NO !6d OPTION �.. Q. Z (2) FETA -20 2035 rz5mm (2) HTA-20 3110 (!m)!md x 1111' ]-FLY U5F: (10)!2d x I In' nv !6a 2 -FLY (uSP: No !ba cPnaw Q LCT -2 2150 1 WT -2 1315 (l) - 1/4 x 2 I/4' TITEN, 2 FLY (LSF; ELK (a) 1/4"13, WOOD (16) Imd V) DETAL-20 2430 NO U5P COINVERBION FOR 51MFaON PETAL -2D (13) - !Od x I Ill, I FLY MGT33'05 M T4DD0 (1) 5/'0' A.TR IN HIGH 5TRENGTH EFOXY (MIN. 12' EM5=D), (22)!2d TO WOOD (U5P: (23) !Od TO 'WOOD) H T-2 D9 HUG -T-2 9365 f2)3/4' A.TR IN HIGH 5TRENGTH EPDXY (MIN. !2' EM5ED), (!6) !2d TOLOOD (U6F: WOOD (5) !Od) H T-3 !0530 HUGT-3 9365 (2) 314' A.TR IN HIGH 5TRENGTH =FOXY (MIN. !2' EI'3ED), (!6) I2d TO SOD (U5F: WOOD (8) 10d) LGT3-5D523 3255 LUGT-3 5330 (12) 5D5 1/4'x2 IR' TO GIRDER (4) 3/5' x TITEN FD TO WALL (U5P: CONC. (4) 3/3' X 5' WEDGE 50LT, 'WOOD (121 U!525: LTA2 1210 PARALLEL 25 PERPENDICULAR WALL TO WALL TO LPTA 1555 (Im) IDd x -Ill' (!,SP: (!9) I2d x IR' VCT .340 NO U5P C-VER510N FOR 51M SCI I VGT (1) 5/3' ATR IN HIGH &TRENSTH EPDXY (MIN. 12' EMS=D), f!b)-5p5 114'X3' TO WOOD (2) VGT 1'35 NO U5P CCN'/ER51ON FOR 51MF5CN (2) VGT1 (2) 513' A.T.R. IN HIGH 3TRENG-TH EPDXY (MIN.!2' EM.5=D), (31)-5D5 1/4'X3'/ ? FLY MT5-12 )DDD MTW - (!4) Imd x I IR' (VSF: (14) :0d x 112', (14) !Dd) HTS !6 1:50 HPL!6 !'060 (!6) Id x 1 IR' (L5P: (!6) !Dd x I In,, (!a/ !Od) HT5-20 145D HTW 20 2045 (24) IOd x 1 1/2' ('U5P: (24) !2d x I I2', (20) I0d) HT& -24 1450 HPI) 24 2045 (24) Imd x 1 1/2' (1:5P: (24) !0d x I IR', (2m) 10d) LSTA-12 - LSTA 12 910 CC) ICd U5P: (.) 10d 15TA-!a 1235 L5TA 13 13— (!4) I2d V5F: (14) !Od 15TA-15 1315 M5TA-13 1315 (!41124 VSP: (!41 !9d V) 157A-24 1649 M5TA-24 1150 0:5) Imd U5P: (16) !Cd ' M57A-30 :. 2050 1.5TA-3D 2140 (221 I2d U5P: (22) I2d < MSTA-36 : 2050 M5TA-3b - (26)IOd 115F: (26)12d H M&TI-36 3800 K5T1 236 3090 (3b)!Cd x 112' U5P: (36) Od x 1 I/2' N M5TI-46 .5 KT61 243 425D (43) IDd x 1 In_' U5P: (48) Imd x I IR' 350 LFTA S (3) ad TO FtATE5, (3) 8d TO 51D5 (U5F: (16) 3d x 1 IR', (16) 3d) 5F4 885 5PT 4 (&)!2d x I In' TO 5TWO5 U5P: (6)!2d x I In' TO 5TUC5 3�5 34 MP 4:D (4) ad x I Ill' TO 5EAM, (4) 3d x I In' TO F05T. 15P: (4) ad x I IR' TO 5EAM, (4) ad x I In' TO P051. HGF` 645 FHCP 2 1070 (12) !2d x 1 IR' 'J5F: (10) :0d x 1111' TO TRU56, (ID) I2d X I V2' TO PLATE H'2A 1340 RT !6A 2130 (IS) lOd x 1 In' U5P: (3) !Od x 1 I/2' TO TR -J55, (8) IDd X I I2' TO PLATE VST I OU4 .505 FFD 4A 4535 (16)-505 I/4'x3' TO WOOD, (10J-SD61/4'4 In' W/ T:.R=-ACED ROD, (2) NUT5�!.'A5HERR PLY U5P: 5/6' ATR MIN. V EM5E 5=T IN F!GH 5TRENGTH EFOXT, (ID) W5'W 'HOOD &CREWS VG -T 1 HD15 4940 TDX ID 31!0 (!6)-Sp5 1/4 x3' TO WGOD, (3)-3/4' 5TUD EOLTS 'W/ THREADED ROD, (2) N1JT6/1A5H=Rn PLY U5F: 1/5' ATR M,N. l' =MSED 5ET IN HIGH 5I.ENG-TH =FOXY. (4) 1/3' TFRI-SOUS AEU A4 22DD - PAU 44 2535 6115 (I) 5/a' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' =M==pJ iN CCNC, 02) !ad TO WOOD U5F: SAME AS 51MP5ON AEU b6 2300 12000 FAU 66 2535 '- (I) 5/8' A.T.R.IN HIGH STRENGTH EPDXY, (MIN. I' EMSEDJ IN CONC. (12)!64 TO WOOD U5F: 5AMc AS SIMP50N V) LTT15 c. 1340 LTE 19 1205 (1) 3/4' ATR IN HIGH 5TRENGTH EPDXY, (MIN. l' EI'15EDJ IN CONC., (a)Od TO WOOD U5F: 5AM= AS 51MF50N Q LTT20E ... '.500 LT5 205 1!05 (1) In' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I.EMSEDJ IN CONC., (OD .Od TO WOOD U5F: 3/4' ATR MIN l' EMBED S=T IN HIGH STRENGTH EFOXT, (!D) Iad, (!9)104 x I 112',2 -IP' = Q z Hiti 4455 HTT45 _&5 (I) F5/a' ATR IN HIGH STRENGTH^ =FOXY (MIN. l' EC'iEEDJ IN CONC, (16) 5Cx 1 In' (U5F: (2D) !6d X 2-V`') U5HAS M.^.RE NAIL GPTIONS: (30J!Od, (201 !Dd x-Vl'. (29) !6d x 2 IR' Q HTT3 5990 HT -5 5430 (n 5/5' A.T.R iN HIGH STR=NG-TH EPDXY (MIN. l' =MBEp) 1N CONC, (?a) !.d X 2 In' ('JSF: (291 !ad X 2-I/2'J USP HAS MGR= NAIL GFTIONS: f23) !Dd, (2a)!2d x 1 -IR', (20)'64 x 2 12' FFDD11-SDS 2.5: 11,3:0 UPFD 11 12030 (U 1' A— IN HIGH 5TRENG-TH =FOXY, IMiN. ID' =M.=EDJ IN S C, (24) 505 Y' x MY W D 5SREIL5 lL'SP: (24)'353 ILOOO _REE 51 HDIE a645 TDX !O 5110 (I) Ila' A.S. IN HIGH 5TRENGT4,4 =FOXY, (MIN. 1' EM5FDJ IN GONG, (3) 314' STUD 5_ LT6 TO WOOD ('J5P: (4) 1/3' BOL TS) V) )":SHA 336/1135 34 i5 5330 NFM35X12U 3!'a5 1130 511'F50N: (1) 3/5' AT.R IN HIGH ST, =NG-TH =FOXY, (MIN. 6.15' EMBF�MENi1 iN CM.U. TOP, /l/ 3/4' AT.R :N HIGH 5TENGTH EPDXY, (MIN 6.1-1' EMS=DMENT) IN GM!J. FADE, ('31!24 TO 5E,"ll LSP;(I) V2' J - BOLT 'W/ MINIM''IM 6: EMS=D. ! NOT L =55 THAN 4' FROM ECG= GF CONC 'W/ 3/,' DIA IT'W RA"15ET,REDF=AD DTNA BOLT 5L==V= ANCHGR GR ED. 'W/ MIN. 5' EMS=D DEPTH IN5TALLED M THE FAC=. Imd IT JOIST W (� HU5C4!2 ('WOOD) 3.35 .660 (FLR) 32b5 (RCGP) HU54121F 253D (FLP) 3060 2a (RO-) (!D)!6d TO EACER CO)!1a TO WOOD 15F; 5A .=_ A5 511ir—NI Z Q HUC410 (CMU) ;3:D 5255 HD4!0 IF 13-_5 3115 (18) I/, x 2-3/4' TITEN (9 FER FLANGE) TO CMU, (10) !Od TO'WOCD: (USF: (!a) 1/4' x 3' L53 5CRE15, CO) !Zd TO WOOD. = HUC21m-2 (CMU) '3:D 5255 FD21D-21F 1325 3115 (IB) I/4' x 2-3/4' TITEN (9 FEF FLANG=J TO CMU, (10) !2d TO'JYJOD: (U5P: ('3)1/4' x 3' 163 SCREWS, (=9) U'1d TO WOOD HUC2!0-3 (CMU) :310 4090 FDVO0 31F 1905 3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10)!0,1 TO 'WOOD: (U5F: (!3)1/4' x 3' 153 5CREW5, (!0)!0d TO WOOD LG'JM26-2-5D5 1430 55 ' NO U5P COY'/ERSION FOR 5irP5CN LG'J 2S -2-5p5 (4) 32' x TITEN HD ANCHGRo (2 FER FLANGE) TO CMU, (4) 1/4' X 2 12' Spy 5CR=L5 TO WOOD HICi STRENGTH EPDXY . 51MF50N'6ET ANCHGmw 5Y57EM5. EPDXY-TIE'. CONTACT THE ARCHITECT,=NG!N=ER OF RECGRO FOR WRITTEN APPROVAL FROR TO SJ55TITUTING FOR 5111ILAR EPDXY FRODUCT5 OR USP - CIA ADFE5IVE LI -ERE ANCHOR EMS=CM_ TIS GHAT=R TH."-.N 1' DEEP, T: =_ VERTICAL C___ IN CM.W'L'ALL MUST -_ FILLED SOLID ./ GROUT. : Imd COMMON NAIL 5 CAN EE 5!,a5TITUTED UITH IDd x I IR' NAILS IN CON)IINCT:ON WITH A 231 REDUCTION IN TF'= ALLOWAEILE LOAD. L'RITTEN APPROVAL FROM THE ARCHITECT 15 R C!11RED FOR THIS Ar'FLICATION ;,Z RICR TO IN5TAL LAT:ON. .: MINIMUM Ef15ECMENT INTO TF= TOP IF A 501DEEAM 'WILL EE 5', MINIMUM EMEEDMENT INTO THE FOaNDATION WILL 5E l' LJ F— O A.T.R ..:-391 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) S=GA'J5= OF TLE WIDE VARETT OF MATERIAL5, L OCATION5, AND CONDITICN5 THAT MAY AFFECT CONNECTORS, THE CONTRACTOR 115T 5E RE3FON515LE FOR MA41NG 5LRE THAT THE PROPER CORROSION PROTECTION IS USED. WH=N USING 5TAINLE55 STEEL COMJECTOR5, USE 5TAINLE55 $TEEL FA5TENER5. !LINEN USING ZMAX / HDG GALVANIZED CONNECTORS, U5E FA5TE_ ER5 GALVANIZED FE R A5TM.A:53 SE OF Ex 1 5;DN ANCHORS 'W!LL 5d EVALUATED ON AN INDIVIDUAL 3A515 AND MUST HAVE WRITTEN AFFR—AL FROM TE_ ARCHITECT._NGINEER CF RECORD FRICR TO U5E. _ CONN=GTGR VALL'=6 5A5ED ON 51MFSON 'UiCOD CONSTRICTION CONNcCTGR3 C -?013' ,'HIO -H WIND-RES!vTANT CONStaICTfON C-H'WD9, AND ANCHORIN, < FAStENiNG 5Y5TEM5 FOR CONCRETE i MASG\RY CATALOG i 2 x 12 (I'2 5YP) 7/"Ill OSB (TYP.) NAIL (3) 12d m 6'-8' O.C. TYP. 2x12 BM./HDR. @ ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 81-0' U.N.O. 4' -II 1/2' l' -II 1/2' AND UP NUMBER OF HEADER STUDS M5TA-I8 SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 A03 AT EACH END OF HE I 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROONFLOOR 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 TRUSS TO 4X4 P05T W/ (2) MT5-12 P05T TO 4X4 BLKG. W/ (U 116TA-30 P05T OR BLKG. TO CMU W/ HTT-4 TRU55 TO 4X8 POST W/ (2) MT5-12 P05T TO CMU W/ HTT-4 ------------------------------------ -----_— LINE OF IST FLOOR BELOW L--___—_ GJ3 LINE OF IST FLOOR BELOW CJI (2) 2X8 5YP"2 HDR W/ CJ3 4X4 POST UNDER SHEET TRJ55 A01 cJ5 TRU55 TO HDR. W/ MT5-12 A01 HDR TO 4X4 P05T W/ M5TA-I8 P05T TO 4X4 BLKG. W/ A02 (U 115TA-30 POST OR BLKG. TO CMU W/ HTT-4 A03 A04 A05 A05 A05 A05 A05 A04 A03 SECOND .\1 Ij` 1,!I -,IIID FLOOR ROOF OO R .\\\\\ IJ`(..,\. PLAN SCALE: 1/4 = 1'-0" TRU55 TO 4X4 POST W/ (2) MT6-12 P05T TO 4X4 BLKG. W/ (1) 115TA-30 P05T OR BLKG. TO CMU W/ HTT-4 A R C H I T E C T S 4Design Grow Inc. 1441N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroLip.com AA R- nn(nzoG SUBDIV. M& LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#: R2065.127/00001 PAGE: SECOND FLOOR ROOF FRAMING PLAN DATE: 9/11/18 SCALE: 1/4"=1'-0" SHEET 7 OF 9 EXTERIOR CLG. BD. PRE-ENGINEERED TRUSS 4 STRAPPING PER FRAMING NOTES PRECAST LINTEL 10'-S J' 2ND. FIN. FLR. 9'-4' BRG. HT. P.T. Ix2 U1/ MTL. DRIP EDGE 2x6 SUB -BAND 0'-0' FIN. FLR ' 1 FRAMING DETAIL 2x STUDS PER GENERAL NOTES SHEET (GN), SECTION TIMBER, NOTE 21, PRE-ENGINEERED FLOOR TRUSS SECURE PER FRAMING NOTES TRUSS SUPPORTED BT 2x6 LEDGER SECURED TO TRUSS UJ/ 3/8'x4' LAG SCREWS a 16' O.G. MAX a GARAGE WALL RECESSED LINTEL A R C H I T E C T S Design Grouri�nc. 1441 N. RONALD REAGAN BLVD. LONG W OOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesig"group.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#: R2065.127/00001 PAGE: ENTRY SECTION DETAIL (ELEVATION K) DATE: 9/11/18 SCALE: 1/4"=1'-0" SHEET 0 OF 9 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: LARGO DEFINITION LOAD INFORMATION VA 2177 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 6,531 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 EQUIPPED W Glum FAULT SUBTOTAL OF GENERAL LOAD 47,777 FIRST 10 KVA OF GENERAL LOAD AT 1007 10000 REMAINDER OF GENERAL LOAD 0 407= 37,777 VA x (4) 15,111 TOTAL NET GENERAL LOAD 25,111 5 -TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 5 -KW ELECTRIC HEAT 5000 VA x (657) 3250 III 411 220Y OUTLET NET GENERAL LOAD 25,111 NET TOTAL HEAT 10,450 TOTAL LOAD 35,561 CALCULATED LOAD FOR SERVICE 35,561 VA / 240 V= 148.17 200 AMP SERVICE TRANSFORMER BANK: 50kVA VOLTAGE: 1620/13200-240/480V SERVICE: SINGLE PHASE TYPE: UNDERGROUND AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY SIDEt (120/240 VOLTS) MAXIMUM FAULT CURRENT: 19390 ampe POWER COMPANY TRANSFORMER SERVICE BY OTHERS GRADE LINE (3) 01 THHN/THWN COPPER CONDUCTORS, (1)"6 THHN/THWN COPPER GROUND IN 2" CONDUIT. v NEMA 3R 200 AMP 120/240 COMBO VOLT 42 DISCONNECT CIRCUITS M AND METER MLO CAN 200 AMP. PHONE/ DATA WEATHER Box BOX INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE 14 THHN/THWN COPPER CONNECTED 200 AMP ELECTRICAL R I & E R 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 APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL BOND/GROUND TO COLD WATER PIPE. CODES, AND THE LOCAL POWER CO. CABLE / TV WEATHER PROOF BOX — — — — — — — — — _J�q — — — — — — — — — — —w — — — — — — — — — II II LANAI \ II II II II � II WP GFI � 1 DINING I AFF--�-- (MAD) FAN/CEILING F - PRE -WIRE -GREAT ROOM ' �\ I I \( I � PENDANT LIGHTS 1 / PDR j (o I -- --- — — — — t— N E: GFI�FF_ __&7 X�- � /DLvl\ �A PANTRY �I SINK I KITCHEN ' / ,�/ III MUD ROOM RANGE _CQ -COPT. REF. ®SDICMD \`) FOYER , J (01 tr N A F OOUT OZ FOR GFI 42' $� OUTLET FOR AFF F 1 a M. WAVE I GOND. VENT M. WAVE �N • AFI o 42' TO EXTERIOR AFF WP GFI 2 CAR GARAGE II METER, I- VERIFY LOC. GFI CLG. It � 9i OUTLET T, — — — — — — — — — — — — — — — — — — — \\— COACH �''----__- _----� COACH LIGHT LIGHT FIRST FLOOR ELECTRICAL PLA SCALE: 1/4 = I' -ID' ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 1 VL 110Y OUTLETEMIPPEO V oRO.W FAULT INTERPTER (TAMPER M816TANT TYFE) IIOV FLOOR r:QIPFED V GROW FAULT ® CUTLET NTERPIER(TAMER RESISTANT TYPE) 110V SWITCHED EQUIPPED W Glum FAULT OUTLET NTERFTER (TN'IPER F£SISTANT TYPE) 110Y GFI EMIFFED LLV GROW FAULT NTERPfER(T011PER RESISTANT OUTLET TYPE) III 411 220Y OUTLET 4 LAKE CCN`JECTioN EXTERIOR 7 Y WATERPROOF OUTLET SWITCH SWITCH 3-UkAY OPERATION $4 SWITCH 44AT OPERATION OMER SWITCH WALL MOUNTED LIGHT WALL SCONCE PRE -WIRE CEILING MOUNTED LIGHT O RECESSED CAN O. VAPOR PROOF RECESSED CAN e VENT FAN k! VENT FAN J/ LIGHT 24' LIGHT STRIP 48' LIGHT STRIP uuuuuuuu 0 FUORESCENT MAP ARM 24' FLUORESGENi 48 FLUORESCENT ® PANEL ® STRUCTURED WIRE PANEL METER SMOKE BATT. BACK -IP tW HARDWR E DETECTOR NTEFIX"CTED ® CAR80N MONOXIDE &An, D,AM.D, wr W,�Vuj;E DETECTOR NTE CO eCTED SMOKE / CAREON ® MONOXIDE DAM BACK -LIP w) HAF;VUI;E NTEraOtgctED DETECTOR COM130 PENDANT LIGHT TELEPHONE JACK 4 GAS CUTLET O CEILING FAN / CEILM Box MQUI;W To BE &PPORTED N ACCOFIOMIGE IW LIGHT BOX MAMM AS SUCN FOR NBFECTION CELW. BOX REr.1RIFED To BE O J -130X aFFORED NACCOWANCE IV BOX MAIWED AS SUCH FOR WFECTIGN O SPEAKER PRE -WIRE FLOOD LIGHT SECURITY SYSTEM KEYPAD D DIGITAL KEYPAD WATER HEATER DISCONNECT AIR 00ND. DISCONNECT TELEVISION JACK EMERGENCY LIGHTING O 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 RE515TANT TYPE A R C H I T E C T S Design r 1 Q up -Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 1111PSUIE3DIV. & LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#: 82065.127/00001 PAGE: FIRST FLOOR ELECTRICAL PLAN DATE: 9/11/18 SCALE: 1/4"=1'-0" SHEET OF 9 ----------------------------------- LINE OF 15T FLOOR BELOW. I I I I I I I I I I I I I I I I 1 I I I I W.I.C. GFI GFI I I' OWNER'S% IBATH OWNER'S SUITE ' II 22' Bro 1� F FAN/CEILING I ATTIC' — — —�— PRE -WIRE r \\\ \11 11 ll S.pICMp —; LOFT ) ®S.DICMp Q� 0 SWITCH i F / >OWNSTAIRS FAN/CEILING PRE -WIRE I[ j BEDROOM 2 ; } ry BEDROOM 4 \ Y I �F FAN/CEILING 1 PRE -WIRE � LAUNDRY I� III /CMD � ---- ®1Ty(Oi o BATH 1 O l II BEDROOM 3 I I FAN/CEILING PRE -WIRE LINE OF 15T FLOOR BELOW. A L----------- I I W.I.C. I I I L LINE OF IST FLOOR BELOW. — — — J SECu D FLOOR E LIECT RICA L PLAN. SCALE: 1/4 = I'-0" ELECTRICAL !_E(�END 6YMf I)EFINITION NOTES IBOL IIOV OUTLET E(ZIF ED uvCAUMFALLT ry MTERIPTER (TAMPER RESISTANT VL TYPE) IIOV FLOOR EQUIPPED WCRT FALLT ® OUTLET NTERPfER (TAPER KNOW TYF£) 110V SWITCHED EGIIPPED uu GR2A FAULT OUTLET NATER (TAMER R NOTANT TYPE) 110V GFI EWIFPED W GRCL M FALLT NTEkPTER (TAMPER RESIOTANT OUTLET TYPE) III {fh 220V OUTLET a UK CO"CTION EXTERIOR WATERPROOF OUTLET SWITCH 9 SWITCH 3-U4T OPERATION 4 SWITCH 444T OFERATION $p DIMMER SWITCH Q WALL MOUNTED LIGHT WALL SCONCE PRE -WIRE CEILING MOUNTED LIGHT O RECESSED CAN O VAPOR PROOF RECESSED CAN e VENT FAN VENT FAN W/ LIGHT 24' LIGHT STRIP 48' LIGHT STRIP FUOFZESCENT aRAP ARGND 24' FLUORESCENT 4a. FLUORESCENT ® PANEL STRUCTURED WIRE PANEL owl METER SMOKE BATT. BACK -LP UV RARCURE & DETECTOR NTERCOPMIECTED ® CARBON MONOXIDE DATt. DACK.LP V HARVuRE DETECTOR NT$;rl Ecw ® SMOKE / CARBON MONOXIDE ten' BACKAP W HARVURa DETECTOR COMBO NTERCo GTED PENDANT LIGHT TELEPHONE JACK 4 GAS OUTLET ® CEILING FAN / CEILNG BOX REWIRED TO BE &PPORTED N ACCORDANCE uu LIGHT BOX MAR(ED A$ W -A FOR N6PECTICN CEILM BOX REWIRED TO BE O J -BOX appoRTED N ACCOFV442 w BOX MAR® AS WCH FOR w.fe TION O SPEAKER PRE -WIRE FLOOD LIGHT SECURITY SYSTEM KEYPAD D DIGITAL KEYPAD WATER HEATER DISCONNECT AIR COND. DISCONNECT TELEVISION JACK 2� EMER3ENCY L_J LIGHTING 0 DOOR CHIMES NOTE: -PHONE OUTLETS E TELEVISION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE A R C H I T E C T S Desin Gr o u IMT C. 1441 N. RONALDREAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 gun FE DIV. & LOT: NSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#: R2065.127/00001 PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA , ,lk, �,FF �4 / ROLAND A.ABOUCHACRA AR NO 93723 J DATE: 9/11/18 S C ALE: 1/4"=l'—O" SHEET o JOF SHINGLES OR TILE (PER COMMUNITY SPECS) OVER 030 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION 8905 CF THE F5CR, 16TH EDITION (2011) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE")— METAL DRIP EDGE 2xo 5U5 -BAND VENTED ALUMINUM SOFFIT a" TEXTURED CEMENTITIOU5 COATING MIN. (PER ASTM C926) OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED 2 -LAYER WATER RESISTANT BARRIER, OVER PER WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER "NAILING SCHEDULE') SECURE GABLE TO 2x8 P.T. PLATE W/ 12d NAILS a a' O.G. MAX PLASTIC OR METAL WEEP SCREED 2' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C926) OVER CMU BLOCK WALL SECTION — GABLE ROOF I SINGLE STORY SCALE: 3/4'=1'-O' 6HINGLE5 OR TILE (PER COMMUNITY SPECS) OVER 130 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION 8905 OF THE F5CR, 16TH EDITION (2011) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE') EMBEDDED STRAP (PER PLAN) METAL DRIP EDGE- 2xo 5U5-5AND VENTED ALUMINUM SOFFIT WINDOW (PER PLAN), ATTACHMENT PER MFR. SPECIFICATIONS PRECAST OR POURED IN PLACE SILL (PER 51LDR) TEXTURED CEMENTITIOUS COATING MIN. (PER A5TM C926) OVER CMU a" CMU 44 4 2 BLOCK WALL SECTION — HIP ROOF SINGLE STORY SCALE: 3/4'=1'-0' BATT INSULATION ADHERED TO CEILING BOARD (R -VALUE PER ENERGY CALC5) OPENING 22' x 30' MIN, 3 ATTIC ACCESS NOTE: ATTIC ACCESS WHEN PROVIDED ScaLE: N.r.S. SHALL COMPLY WITH MIN 30" HEADROOM PER R801.1 OF THE F5CR 2011, otn EDITION REFER TO DETAIL 102 FOR GABLE X -BRACING REQUIREMENTS PRE -ENGINEERED GABLE ROOF TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST (2) BAYS (4'-0" O.C. a SHEATHING SEAMS) -6TIFF5ACK AT ALL UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENGINEERING) SECURE P.T. 2x8 TO BLOCK W/Y2" x 9° ANCHOR BOLT W/ 2' WASHER, SET IN SIMPSON or U5P HIGH STRENGTH EPDXY (o" MIN. EMBEDMENT a 32' O.C. MAX) CONT. 2x4 RAT -RUN ATTACHED TO EACH TRUSS W/ (2) 12d NAILS INSTALLED a MID -POINT OF TRU55 SPAN or 10'-0' O.G. MAX BATT OR BLOWN -IN INSULATION (R -VALUE PER ENERGY CALCS) " GYPSUM BOARD OR Z" HIGH STRENGTH CEILING BOARD CONC. FILLED U -BLOCK W/ (1) 15 CONTINUOUS REBAR PRE-ENGINEERED ROOF TRUSS BATT OR BLOWN -IN INSULATION (R -VALUE PER ENERGY CALCS) a' GYPSUM BOARD OR " HIGH STRENGTH CEILING 50ARD CONC. FILLED U -BLOCK W/ (1) #5 CONTINUOUS RE5AR PRECAST LINTEL (SIZE AND REINFORCEMENT PER PLAN) WALL INSULATION (R -VALUE PER ENERGY CALC5) ;' GYPSUM WALL BOARD {U #5 RE5AR VERTICALLY IN CONC. POURED CELL (LOCATION PER PLAN) If P.T. FURRING STRIPS a lo" O.G. BASE CONCRETE 5LA5 (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) EXTERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) a" GYPSUM BOARD OR 2" HIGH STRENGTH CEILING BOARD WOOD CA51NG AT SIDE AIR SEAL GASKET BETWEEN WOOD CASING 4 GYP. BOARD (TYP) NOTE:NOTE: SHIM A5 NEEDED 5HIMi AS NEEDED TO PLUMB JAMB. TO PLUMB JAMB. ❑ DO NOT EXCEED' ❑ DO NOT EXCEED" 8' CMU BLOCK 8" CMU BLOCK DRYWALL z" DRYWALL WINDOW/DOOR JAMB P.T. Ix4 or 4°x4" MIN. Ix4 or Ix2 P.T. NAILER P.T. Ix4 or 4"x4" MIN. (SEE WINDOW/DOOR JAMB BLOCKING (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER 4 BLOCKING FASTENER FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT SCHED V LE DOOR CASING DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMS / WINDOW (ATTACHED TO BLOCKING MEMBER W/ (2) 12d NAIL S a' FROM (ATTACHED TO BLOCKING 5 EACH END and la" O.G. MAX P.T. Ix4 or 4°x4" MIN: PER MFR'S SPECIFICATIONS PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK W/ (1)16" TAPCON (MIN. EMBEDMENT 14') WINDOW TO BLOCK (+%4" or +%4") WINDOW TO BLOCK (+3") a' FROM EACH END and a IV O.C. MAX or DOOR JAMB TO BLOCK (+%4 or +%4) DOOR JA1IB TO BLOCK (+3) (1) DRIVE PIN, 8" FROM EACH END and a 10' O.C. MAX 4A SCALE: r=r•m' 4E scAL E: r=r-o' MIN. SHANK SIZE .145 MIN. HEAD 51ZE .300 MIN. EMBEDMENT 14" 8' CMU BLOCK-- ❑ P.T. 2x (5EE WINDOWOOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) DOOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) NOTE: SHIM AS NEEDED TO PLUMB JAMB. DO NOT EXCEED 4" 2" DRYWALL Ix4 or Ix2 P.T. NAILER DOOR CASING WINDOW TO BLOCK (+1 %") ,^1 DOOR JAMB TO BLOCK (+1 %") NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED 4' 8" CMU BLOCK "[DRYWALL P.T. 2x 5" DRYWALL P.T. 2x Ix4 or Ix2 P.T. NAILER (SEE WINDOW/DOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT 6" 055 (4' WIDE MIN.) DOOR JAMB / WINDOW DOOR CASING (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS TO PLUMB JAMB. NOTE: SECURE TO BLOCK W/ (1) Ib' TAPCON ❑ STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED DO NOT EXCEED 4' THROUGH NON-STRUCTURAL MEMBER (Ix or 6" 055) W/ 16" TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+1 1%6") DOOR JAMB TO BLOCK (+1 %6") qq 4C SCALE: 1'=I' -B' P.T. Ix4 or 4"x4' MIN.4 SCALE: i'=1' -O' 8' CMU NOTE: SHIM AS NEEDED TO PLUMB JAMB. DO NOT EXCEED 4' P.T. 2x8: SECURE TO BLOCK W/ (2) 16" TAPCONS NOTE: (MIN. EMBEDMENT 1 49 8" FROM EACH SHIM AS NEEDED ENE) and a IS" O.G. MAX TO PLUMB JAMB. or ❑ DO NOT EXCEED 4° (2) DRIVE PINS, 8' FROM EACH END and a 18° O.G. MAX a' CMU BLOCK MIN. 5HANK 51ZE .145 DRYWALL MIN. HEAD SIZE .300 P.T. Ix4 or 4'x4' MIN. Ix4 or Ix2 P.T. NAIL ER MIN. EMBEDMENT 1 4" PN (SEE WINDOWOCOR JAMB BLOCKING P.T. Ix (4" WIDE MIN.) FASTENER SCHEDULE FOR ATTACHMENT SECURE 2nd 2x TO STRUCTURAL DOOR CASING P.T. (2) 2x4: MEMBER W/ (2) 12d NAIL 5 8' FROM OCR JAMB / WINDOW SECURE TO BLOCK W/ (1) 4" TAPGON EACH END and a IS" O.C. MAX 7(ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 4") 8" FROM EACH PER MFR'5 SPECIFICATIONS) END and a IS" O.C. MAX or NOTE: (1) DRIVE PIN, 8" FROM EACH END and STRUCTURAL 2x MUST BE ON OUTSIDE SECURED a la" O.G. MAX THROUGH NON-STRUCTURAL MEMBER (Ix orla" 055) MIN. SHANK SIZE .145 W/ 4" TAPCON MIN. 14' EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 4" WINDOW TO BLOCK (+3 %6") DOOR JAMB TO BLOCK (+3 %6") P.T. (2) 2xo: 4G ScaLE: r=P-o SECURE TO BLOCK W/ (2) 4" TAPCON5 (MIN. EMBEDMENT 14") 8" FROM EACH END and a IS' O.G. MAX UPLIFT UP TO 1,115 Ib or 51MP60N HT520 W/ (10) 10d NAILS TO TRUSS 4 (2) DRIVE PINS, 8' FROM EACH END and (4) 4"X2 4" TAPGONS INTO FOND BEAM a IV O.G. MAX RE ENGINEERED MIN. SHANK 51ZE .145 (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE .300 ONTINUOUS BOND MIN. EMBEDMENT 14" UPLIFT UP TO 2,350 Ib BEAM (2) SIMPSON HT620 EACH SIDE OF TRU55 W/ (10) 10d NAILS TO TRUSS 4 (4) 4"X2 4" TAPCONS P.T. (2) 2xa: INTO BOND BEAM SECURE TO BLOCK W/ (2) 4" TAPCON5 for EQUIVALENT INSTALLED PER MFRS SPECS (MIN. EMBEDMENT 1 49 a" FROM EACH END and a IS' O.G. MAX TAPCON5 MIN. or 2' COVER (2) DRIVE PINS, 8" FROM EACH END and 2° APART a IS" O.C. MAX TRUSS ANCHOR RETRO—FIT MIN. SHANK SIZE .145 5 MIN. HEAD 51ZE .300 SCALE: N.T.S. MIN. EMBEDMENT 14" A R C H I T E C T S Design GI U Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r "[DRYWALL P.T. 2x Ix4 or Ix2 P.T. NAILER (SEE WINOOVDOOR JAMB BLOCKING P.T. ix (4° WIDE MIN.) FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING DOOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS TO PLUMB JAMB. NOTE: SECURE TO BLOCK W/ (1) Ib' TAPCON ❑ STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED DO NOT EXCEED 4' THROUGH NON-STRUCTURAL MEMBER (Ix or lo' 055) W/ 16" TAPCON MIN. 14' EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+2 %4") DOOR JAMB TO BLOCK (+2 %4") qq `rD SCALE: 1'=I' -B' P.T. 2x8: SECURE TO BLOCK W/ (2) 16" TAPCONS NOTE: (MIN. EMBEDMENT 1 49 8" FROM EACH SHIM AS NEEDED ENE) and a IS" O.G. MAX TO PLUMB JAMB. or ❑ DO NOT EXCEED 4° (2) DRIVE PINS, 8' FROM EACH END and a 18° O.G. MAX a' CMU BLOCK MIN. 5HANK 51ZE .145 DRYWALL MIN. HEAD SIZE .300 P.T. Ix4 or 4'x4' MIN. Ix4 or Ix2 P.T. NAIL ER MIN. EMBEDMENT 1 4" PN (SEE WINDOWOCOR JAMB BLOCKING P.T. Ix (4" WIDE MIN.) FASTENER SCHEDULE FOR ATTACHMENT SECURE 2nd 2x TO STRUCTURAL DOOR CASING P.T. (2) 2x4: MEMBER W/ (2) 12d NAIL 5 8' FROM OCR JAMB / WINDOW SECURE TO BLOCK W/ (1) 4" TAPGON EACH END and a IS" O.C. MAX 7(ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 4") 8" FROM EACH PER MFR'5 SPECIFICATIONS) END and a IS" O.C. MAX or NOTE: (1) DRIVE PIN, 8" FROM EACH END and STRUCTURAL 2x MUST BE ON OUTSIDE SECURED a la" O.G. MAX THROUGH NON-STRUCTURAL MEMBER (Ix orla" 055) MIN. SHANK SIZE .145 W/ 4" TAPCON MIN. 14' EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 4" WINDOW TO BLOCK (+3 %6") DOOR JAMB TO BLOCK (+3 %6") P.T. (2) 2xo: 4G ScaLE: r=P-o SECURE TO BLOCK W/ (2) 4" TAPCON5 (MIN. EMBEDMENT 14") 8" FROM EACH END and a IS' O.G. MAX UPLIFT UP TO 1,115 Ib or 51MP60N HT520 W/ (10) 10d NAILS TO TRUSS 4 (2) DRIVE PINS, 8' FROM EACH END and (4) 4"X2 4" TAPGONS INTO FOND BEAM a IV O.G. MAX RE ENGINEERED MIN. SHANK 51ZE .145 (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE .300 ONTINUOUS BOND MIN. EMBEDMENT 14" UPLIFT UP TO 2,350 Ib BEAM (2) SIMPSON HT620 EACH SIDE OF TRU55 W/ (10) 10d NAILS TO TRUSS 4 (4) 4"X2 4" TAPCONS P.T. (2) 2xa: INTO BOND BEAM SECURE TO BLOCK W/ (2) 4" TAPCON5 for EQUIVALENT INSTALLED PER MFRS SPECS (MIN. EMBEDMENT 1 49 a" FROM EACH END and a IS' O.G. MAX TAPCON5 MIN. or 2' COVER (2) DRIVE PINS, 8" FROM EACH END and 2° APART a IS" O.C. MAX TRUSS ANCHOR RETRO—FIT MIN. SHANK SIZE .145 5 MIN. HEAD 51ZE .300 SCALE: N.T.S. MIN. EMBEDMENT 14" A R C H I T E C T S Design GI U Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r NOTE: SHIM AS NEEDED P.T. 2x4: TO PLUMB JAMB. SECURE TO BLOCK W/ (1) Ib' TAPCON ❑ DO NOT EXCEED 4' (MIN. EMBEDMENT 1 4') a' FROM EACH END and a IS' O.C. MAX a' CMU BLOCKor DRYWALL (1) DRIVE PIN, 8" FROM EACH END and P.T. Ix4 or 4"x4' MIN.4 or Ix2 P.T. NAILER a la" O.G. MAX (SEE WINDOWOOOR JAMB BLOCKING 055 (4' WIDE MIN.) k MIN. SHANK 51ZE .145 FASTENER SCHEDULE FOR ATTACHMENTMIN. C�51NG HEAD SIZE .300 SECURE 2nd 2x TO STRUCTURALOCK I' MIN. EMBEDMENT 14 MEMBER W/ (2) 12d NAILS a' FROM OOP, JAMB / WINDOW EACH END and a IS" O.G. MAX (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) P.T. 2xo: NOTE: SECURE TO BLOCK W/ (2) lo" TAPCON5 STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 14') a° FROM EACH THROUGH NON-STRUCTURAL MEMBER (Ix or 16" 065) END and a la' O.C. MAX W/ 4" TAPCON MIN. 14° EMBEDMENT INTO BLOCK or (2) DRIVE PINS, 8' FROM EACH END and a IS" O.C. MAX WINDOW TO BLOCK (+3 %6") MIN. SHANK SIZE .145 DOOR JAMB TO BLOCK (+3 %6>>) MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 4" 4 F SCALE: I'=1' -ID' P.T. 2x8: SECURE TO BLOCK W/ (2) 16" TAPCONS NOTE: (MIN. EMBEDMENT 1 49 8" FROM EACH SHIM AS NEEDED ENE) and a IS" O.G. MAX TO PLUMB JAMB. or ❑ DO NOT EXCEED 4° (2) DRIVE PINS, 8' FROM EACH END and a 18° O.G. MAX a' CMU BLOCK MIN. 5HANK 51ZE .145 DRYWALL MIN. HEAD SIZE .300 P.T. Ix4 or 4'x4' MIN. Ix4 or Ix2 P.T. NAIL ER MIN. EMBEDMENT 1 4" PN (SEE WINDOWOCOR JAMB BLOCKING P.T. Ix (4" WIDE MIN.) FASTENER SCHEDULE FOR ATTACHMENT SECURE 2nd 2x TO STRUCTURAL DOOR CASING P.T. (2) 2x4: MEMBER W/ (2) 12d NAIL 5 8' FROM OCR JAMB / WINDOW SECURE TO BLOCK W/ (1) 4" TAPGON EACH END and a IS" O.C. MAX 7(ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 4") 8" FROM EACH PER MFR'5 SPECIFICATIONS) END and a IS" O.C. MAX or NOTE: (1) DRIVE PIN, 8" FROM EACH END and STRUCTURAL 2x MUST BE ON OUTSIDE SECURED a la" O.G. MAX THROUGH NON-STRUCTURAL MEMBER (Ix orla" 055) MIN. SHANK SIZE .145 W/ 4" TAPCON MIN. 14' EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 4" WINDOW TO BLOCK (+3 %6") DOOR JAMB TO BLOCK (+3 %6") P.T. (2) 2xo: 4G ScaLE: r=P-o SECURE TO BLOCK W/ (2) 4" TAPCON5 (MIN. EMBEDMENT 14") 8" FROM EACH END and a IS' O.G. MAX UPLIFT UP TO 1,115 Ib or 51MP60N HT520 W/ (10) 10d NAILS TO TRUSS 4 (2) DRIVE PINS, 8' FROM EACH END and (4) 4"X2 4" TAPGONS INTO FOND BEAM a IV O.G. MAX RE ENGINEERED MIN. SHANK 51ZE .145 (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE .300 ONTINUOUS BOND MIN. EMBEDMENT 14" UPLIFT UP TO 2,350 Ib BEAM (2) SIMPSON HT620 EACH SIDE OF TRU55 W/ (10) 10d NAILS TO TRUSS 4 (4) 4"X2 4" TAPCONS P.T. (2) 2xa: INTO BOND BEAM SECURE TO BLOCK W/ (2) 4" TAPCON5 for EQUIVALENT INSTALLED PER MFRS SPECS (MIN. EMBEDMENT 1 49 a" FROM EACH END and a IS' O.G. MAX TAPCON5 MIN. or 2' COVER (2) DRIVE PINS, 8" FROM EACH END and 2° APART a IS" O.C. MAX TRUSS ANCHOR RETRO—FIT MIN. SHANK SIZE .145 5 MIN. HEAD 51ZE .300 SCALE: N.T.S. MIN. EMBEDMENT 14" A R C H I T E C T S Design GI U Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � l SUBDIV. & LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#, : R2065.127/00001 PAGE: SECTIONS/ DETAILS DATE: 9/11/18 SCALE- 1/4"=1'-0" SHEET D I NAILING SCHEDULE SIZE MEAD LENGTH DIAMETER TENSILE STRENGTH SHANK - ° AND REINFORCEMENT) °° ° --ANTERIOR BEARING -WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE °a AND REINFORCEMENT) -1--1 ,,,A, , � ,,,, ° ° ° ONCRETE SLAB ° ' ' (SEE FOUNDATION P 7 IAN FOR SI_E(SEE AND REINFORCEMENT) DATIOLAND INTERIOR BEARING WALL FOOTING —" ° � O.G. MAX ONCRETE SLAB ° 0 °8d FOUNDATION PLAN FOR SIZE REINFORCEMENT) NTERIOR BEARING WALL FOOTING BUILDING L ENr4TN ROOF DIAPHRAGM - ASPHALT SHINGLE ROUND, MODIFIED ORT 3 " 2 /8 2x LBW (STUD SIZE, SPACING PRE-ENGINEERED PRE-ENGINEERED ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 4 LOCATION PER PLAN) ROOF TRUSS ROOF TRU55 %' 0.5.6. or Y2' CDX PLYWOOD - 8d RING SHANK GUN NAILS a 4" O.G. a SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS a 6" O.C. o INTERMEDIATE SUPPORTS. SEE DETAIL. 11111111111 ROOF SHEATHING TO GABLE ENE) FRAME USE 8d RING SHANK GUN NAILS a 4' O.G. EDGEWISE. ECURE 2x TO CMU w/ (3)Y" x 9" 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END. � ANCHOR BOLT w/ 2" WASHER SET j DOUBLE TOP PLATE TO STUD DOUBLE TOP PLATE TO STUD IN SIMPSON OR USP NIGH w/ 51MP50N 6P4 (U5P 6PT4) w/ SIMP50N SP4 (U5P 6PT4) ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL STRENGTH EPDXY (6" MIN. a 32 ° O.C. MAX a 32" O.C. MAX EMBEDMENT) %" CDX EXTERIOR PLYWOOD or I%Z" APA -RATED O.S.B. (AS PER MANUFACTURER'S o 2x STUDS lo" O.C. MAX 2x STUDS l6" O.G. MAX INSTALLATION SPECIFICATIONS) - 8d RING SHANK GUN NAILS a 4" O.C, a SUPPORTED PANEL NOTE: (1) ANCHOR BOLTtL UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE EDGES AND Sd RING SHANK GUN NAILS o 6" O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. LII J) LOCATED o' FROM TOP AND 2x CONTINUOUS STRESS j 2x CONTINUOUS STRESS ROOF SHEATHING TO GABLE END FRAME U5E 8d RING SHANK GUN NAILS a 4' O.C. EDGEWISE. TOP CHORD BLOCKING a 4" < I BOTTOM 4 (1) NEAR MID -CENTER BLOCKING a MID -WALL BLOCKING a MID -WALL 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE ENE)O.G. MAX IN FIRST (2) FRAMING SPACES a EACH EN Lu i EXTERIOR WALL SHEATHING PRE-ENGINEERED TRUSS _ 0.5.5. ori" PLYWOOD or %" ZIP BOARD SYSTEM - Sd RING SHANK GUN NAILS a 4' O.C. or RAFTER 2" GYPSUM WALL BOARD Z° GYPSUM WALL BOARD PANEL EDGES AND 8d RING SHANK GUN NAILS 4' O.C. TOP BOTTOM PANEL AND ad RING ROOF SHEATHING 1) 15 REBAR VERTICALLY IN SECURE BOTTOM PLATE TO SLAB w/ SHANK GUN NAILS a 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. CONC. POURED CELL Y x 9" ANCHOR BOLT w/ 2' WASHER (LOCATION PER PLAN) SET IN 51MP50N NIGH STRENGTH NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM EPDXY (OR EQUIVALENT) 6" ANY MANUFACTURER. z _ SECURE BOTTOM PLATE TO EMBEDMENT MIN. ,@ 32" O.C. MAX a NAIL REQUIRE�/I E' NTS m ONCRETE ONCRETE SLAB SLAB w/ lU IOd GUT NAIL a TUD TO BOTTOM PLATE w/ L f FOUNDATION PLAN FOR SIZE 32' O.G. MAX SIMPSON SP4 (USP SPT4) a 32" _- AiClCiviC LVAM-L. rvv1lNU (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR SIZE TOP ad RLNaorroM EDGES SHANK GUN NAILS � �' 0,(—.(SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) : AND REINFORCEMENT) INTERIOR LBW TO CNIU INTERSECTION ERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT ,I /1 5GALE.3/4'=1'-O' 4A SC -m' 4B SGALE:3/4'=1'-ID' L N Q 1 W c od RING SHANK GUN z NAILS a 6' O.C. IN FIELD uo U v PRE-ENGINEERED PRE-ENGINEERED 73 ROOF TRUSS ROOF TRU55 n 4'-0' MINIMUM OvPPLAP FOR TOP PLATE 5PLIcE ]v P =3 w 5EGURE TOP PLATES w/ Iod COMMON NAILS a 4' O.G. n '� u- 2-ROwS, STAGGERED TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING n s u (0.5.8. TO 6E STRUCTURAL GRADE) [DOUBLE TOP PLATE TO STUD LU j w/ SIMPSON SP4 (U5P SPT4) TOP PLATE u z 2x WOOD or METAL STUDS 32° O.C. MAX o @ o a 24" O.G. MAX 2x CONTINUOUS STRESS v'(NOT LOAD BEARING) BLOCKING @ MID WALL 6 � � � � � Sd RING SHANK GUN NAILS � 12' O.C. IN FIELD 2x STUDS a 116' O.C. MAX v Z or UNLESS NOTED OTHERWISE a a 06 x 3" SCREW SHANK BALLISTIC NOTE: ST FLOOR STUDS TO 2ND FLOOR STUDS vow W ELECTRO GALVANIZED z z E /ANIZED STRIP DO NOT SPLICE TOP PLATES WITHIN 6 -0 SECURED w/ 51MP50N OR LISP M5TA3o o NAILS 12" O.G. IN FIELD �I i4' T* SUBFLOOR (ATTACHMENT " n s OF ENDS OF WOOD STRUCTURAL PAN_ /4 T4G SUBrL00R (ATTACHMENT a SHEAR WALLS METHOD PER 'NAILING SCHEDULE") METHOD PER "NAILING SCHEDULE') W v UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF THIS DETAIL APPLIES AT ALL EXTERIOR RE ENGNEERED FLOOR TRUSS RE -ENGINEERED FLOOR TRUSS 6 SUB -FLOOR SHEATHING WALLS AND (INTERIOR SHEAR WALLS. W . . . . . . . . . . .---DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T4G 5U5 -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TDP PLATE SPLICE DETAIL 1 2x STUDS a 16" D.C. MAX (0.5.6. TO BE STRUCTURAL GRADE) 3 5G -Ai E: 3/4'=r -o' OUBLE TOP PLATE UNLE55 NOTED OTHERWISE GYPSUM WALL BOARD 2" GYPSUM WALL BOARD 2x CONTINUOUS STIRE55 2x CONTINUOUS STRESS NOTE: RE -ENGINEERED GABLE TRUSS BLOCKING a MID -WALL BLOCKING ) MID -WALL DIAGONAL BRACE a CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN I SECURE BOTTOM PLATE 2' SLAB w/ TRUSSES AT FIRST (2) BAYS �° x 9° ANCHOR BOLT w/ 2" WASHER HIGHEST RIDGE. 2x STUDS a to O.G. MAX SET IN SIMPSON NIGH STRENGTH = DIAGONAL BRACE TO BE a ANY SPAN 15'-0' OR (4'-0" O.G. o SHEATHING SEAMS) UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6' GREATER (REFER TO TRUSS ENGINEERING FOR 2) 2x4 5YP 12 DIAGONAL BRACE w/ (3) SECURE BOTTOM PLATE TO EMBEDMENT MIN. a 32" O.G. MAX ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT.) I2d NAILS a EACH TRUSS (DIAGONAL SLAB w/ (1) 10d CUT NAIL a STUD TO BOTTOM PLATE w/ 0'-0" 30'-0' USE (1) X -BRACE X -BRACING TO COVER 5-TRUS6E6 11 32° O.G. MAX SIMP50N 6P4 (U5P SPT4),@ 32" — � ° I O.G. MAX = 30'-I" - 60'-0' USE (3J X -BRACE � a a° (1) X -BRACE a CENTER 4 (2) BRACES °° a a DIVIDED EQUALLY FROM CENTER TO END ° ONCRETE SLAB ONCRETE SLAB ° (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) 5TIFF6ACK AT ALL UPRIGHTS NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING OVER 4'-10° NIGH (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (AS PER TRUSS ENGINEERING I PLASTID OR METAL AND REINFORCEMENT) AND REINFORCEMENU WEEP SCREE TWO STORY L• B. W. w NO UPLIFT TWO STORY L.B.W. tiv UPLIFT [SHOWN w/ CMU (FRAME CONDITION 7B r' 5A 5B SAME X-BRAGING REQUIREMENTS) tiYA2 I � .,ONT. 2x4 RAT -RUN ATTACHED TO EACH TRU55 w/ (2) 12d NAILS GABLE X -BRACING INSTALLED a MID -POINT OF TRUSS SPAN 1 SCALE: 3/4'=I' -o' or 10'-0" O.C. MAX rA R C H IT E C T S Design GI pbuV-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4075 www.abdesigngroup.com AA #: 0003325 FA d- SIZE MEAD LENGTH DIAMETER TENSILE STRENGTH SHANK ° AND REINFORCEMENT) °° ° --ANTERIOR BEARING -WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE °a AND REINFORCEMENT) -1--1 ,,,A, , � ,,,, ° ° ° ONCRETE SLAB ° ' ' (SEE FOUNDATION P 7 IAN FOR SI_E(SEE AND REINFORCEMENT) DATIOLAND INTERIOR BEARING WALL FOOTING —" ° � O.G. MAX ONCRETE SLAB ° 0 °8d FOUNDATION PLAN FOR SIZE REINFORCEMENT) NTERIOR BEARING WALL FOOTING BUILDING L ENr4TN ROUND, MODIFIED ORT 3 " 2 /8 .131 110,000 RING (16-20 RINGS PER INCH) ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING _- AiClCiviC LVAM-L. rvv1lNU (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR SIZE TOP ad RLNaorroM EDGES SHANK GUN NAILS � �' 0,(—.(SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) : AND REINFORCEMENT) INTERIOR LBW TO CNIU INTERSECTION ERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT ,I /1 5GALE.3/4'=1'-O' 4A SC -m' 4B SGALE:3/4'=1'-ID' L N Q 1 W c od RING SHANK GUN z NAILS a 6' O.C. IN FIELD uo U v PRE-ENGINEERED PRE-ENGINEERED 73 ROOF TRUSS ROOF TRU55 n 4'-0' MINIMUM OvPPLAP FOR TOP PLATE 5PLIcE ]v P =3 w 5EGURE TOP PLATES w/ Iod COMMON NAILS a 4' O.G. n '� u- 2-ROwS, STAGGERED TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING n s u (0.5.8. TO 6E STRUCTURAL GRADE) [DOUBLE TOP PLATE TO STUD LU j w/ SIMPSON SP4 (U5P SPT4) TOP PLATE u z 2x WOOD or METAL STUDS 32° O.C. MAX o @ o a 24" O.G. MAX 2x CONTINUOUS STRESS v'(NOT LOAD BEARING) BLOCKING @ MID WALL 6 � � � � � Sd RING SHANK GUN NAILS � 12' O.C. IN FIELD 2x STUDS a 116' O.C. MAX v Z or UNLESS NOTED OTHERWISE a a 06 x 3" SCREW SHANK BALLISTIC NOTE: ST FLOOR STUDS TO 2ND FLOOR STUDS vow W ELECTRO GALVANIZED z z E /ANIZED STRIP DO NOT SPLICE TOP PLATES WITHIN 6 -0 SECURED w/ 51MP50N OR LISP M5TA3o o NAILS 12" O.G. IN FIELD �I i4' T* SUBFLOOR (ATTACHMENT " n s OF ENDS OF WOOD STRUCTURAL PAN_ /4 T4G SUBrL00R (ATTACHMENT a SHEAR WALLS METHOD PER 'NAILING SCHEDULE") METHOD PER "NAILING SCHEDULE') W v UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF THIS DETAIL APPLIES AT ALL EXTERIOR RE ENGNEERED FLOOR TRUSS RE -ENGINEERED FLOOR TRUSS 6 SUB -FLOOR SHEATHING WALLS AND (INTERIOR SHEAR WALLS. W . . . . . . . . . . .---DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T4G 5U5 -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TDP PLATE SPLICE DETAIL 1 2x STUDS a 16" D.C. MAX (0.5.6. TO BE STRUCTURAL GRADE) 3 5G -Ai E: 3/4'=r -o' OUBLE TOP PLATE UNLE55 NOTED OTHERWISE GYPSUM WALL BOARD 2" GYPSUM WALL BOARD 2x CONTINUOUS STIRE55 2x CONTINUOUS STRESS NOTE: RE -ENGINEERED GABLE TRUSS BLOCKING a MID -WALL BLOCKING ) MID -WALL DIAGONAL BRACE a CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN I SECURE BOTTOM PLATE 2' SLAB w/ TRUSSES AT FIRST (2) BAYS �° x 9° ANCHOR BOLT w/ 2" WASHER HIGHEST RIDGE. 2x STUDS a to O.G. MAX SET IN SIMPSON NIGH STRENGTH = DIAGONAL BRACE TO BE a ANY SPAN 15'-0' OR (4'-0" O.G. o SHEATHING SEAMS) UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6' GREATER (REFER TO TRUSS ENGINEERING FOR 2) 2x4 5YP 12 DIAGONAL BRACE w/ (3) SECURE BOTTOM PLATE TO EMBEDMENT MIN. a 32" O.G. MAX ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT.) I2d NAILS a EACH TRUSS (DIAGONAL SLAB w/ (1) 10d CUT NAIL a STUD TO BOTTOM PLATE w/ 0'-0" 30'-0' USE (1) X -BRACE X -BRACING TO COVER 5-TRUS6E6 11 32° O.G. MAX SIMP50N 6P4 (U5P SPT4),@ 32" — � ° I O.G. MAX = 30'-I" - 60'-0' USE (3J X -BRACE � a a° (1) X -BRACE a CENTER 4 (2) BRACES °° a a DIVIDED EQUALLY FROM CENTER TO END ° ONCRETE SLAB ONCRETE SLAB ° (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) 5TIFF6ACK AT ALL UPRIGHTS NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING OVER 4'-10° NIGH (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (AS PER TRUSS ENGINEERING I PLASTID OR METAL AND REINFORCEMENT) AND REINFORCEMENU WEEP SCREE TWO STORY L• B. W. w NO UPLIFT TWO STORY L.B.W. tiv UPLIFT [SHOWN w/ CMU (FRAME CONDITION 7B r' 5A 5B SAME X-BRAGING REQUIREMENTS) tiYA2 I � .,ONT. 2x4 RAT -RUN ATTACHED TO EACH TRU55 w/ (2) 12d NAILS GABLE X -BRACING INSTALLED a MID -POINT OF TRUSS SPAN 1 SCALE: 3/4'=I' -o' or 10'-0" O.C. MAX rA R C H IT E C T S Design GI pbuV-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4075 www.abdesigngroup.com AA #: 0003325 FA d- 11111111111 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION,#01) PROJECT#: R2065.12'7/00001 PAGE: SECTIONS/ DETAILS DATE: 9/11/18 SCALE: 1/4"=1'-0" SHEET D2_ Q 0 tL 0 0 2x RIDGE ONE 51ZE LARGER THAN (M 3 MIN WITHIN 0' OF --PRE-ENGINEERED TRUSS � x � RAFTER SIZE w/ MIN. (3) 126 NAILS GAUGE) BOTTOM CN,�NNe_ TO f � or MIN. (4) 10d GUN NAILS BLOCK w/ CUT NAILS SLAB w/ 10d x I" MIN. MASONRY DRIVE PIN / 1x6 COLLAR TIE a EVERY OTHER (TYPE PER I\ eBiOio°swa RAFTER w/ MIN. (3) 12d NAILS or I! o NAIL w/ WASHER a 32° O.C. MAX. IN. SHANK SIZE .145 8' GYPSUM BOARD OR 0p�p0plBp MIN. (4) 10d GUN NAIL HIGH STRENGTH CEILING SIMPSON VTCB or U5P VTT Il9plpl l O 2x RAFTER EMBEDMENT OF I Y4') BOARD / SPACING (1) EACH END AND o' O° O.C. MAX \ Ix8 NAILER SECURED TO TRUS5ES SINGLE Zx TOP PLATE I( BELOW w/ (2) 12d NAILS or (3) 10d 2' GYPSUM WALL BOARD ela9; hl pBlllllll pall GUN NAILS @ EACH TRU55- SLAB PLF �� Iplplllll - 2x WOODS STUDS a 24° O.C. ' RAFTER TO TRU55 w/ 6IMP60N FONCRETE FOUNDATION PLAN FOR WALL SHEATHING (SIZE PER PLAN) m� MT512 or U5P MTW12 ALTERNATE CONNECTION 7 (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES \ l PENETRATION w/ 51MP50N or U5P MSTA24 e , i SE BLOCKING TO TRUSS BOTTOM CNIORD w/ 'NAILING SCHEDULE") CONVENTIONALLY FRAMED ROOF (3) 12d NAILS a EACH END. scAL E: 3/4'=r -O' RE -ENGINEERED ROOF TRUSSES SECURE BOTTOM PLATE TO OOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES SLAB w/ 106 MASONRY NAILS @ 32° O.C. MAX TYPICAL VALLEY TRUSS CONNECTION ,2x,3 STUD BLOCK 1 2x4 SECURED TO GABLE END w/ (2)Y' x 9' ANCHOR BOLT5 w/ 2" (2) 126 a EACH UPRIGHT NOTE: ONCRETE SLAB 2x4 SECURED TO GABLE END w/ (2) 126 SPACED 6" - a° O.C. MAX (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) i ---WATER RESISTANT BACKERBOARD STUD GAUGE IS HEIGHT SPECIFIC. CONSULT (DENSHIELD) 2x4 RAFTER a 24' O.G. HIGH STRENGTH EPDXY --I/2" DENSHIELD (SEAT DECK MUST w/ MANUFACTURER ON STUD HEIGHT LIMITS. BE SLOPED 1/2' MIN. TO PAN) SIMPSON L30 or U5P A3 INTERIOR NON—BEARING WALL P.T. 2x STUD or a' CMU BLOCK WALL APEL A5TIC AQUA DEFENSE WATER PROOF BLOCKING (EACH ENDS 7A w00D STUDS SCALE: 3/4'=I' -O' MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. INTERIOR NON—BEARING WALL (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES) a CPRE ENGINEERED TRUSS AULK BEAD BETWEEN DENSHIELD 2x4 BLOCKING EACH RAFTER P.T. 2x4 STUDS \ AND FIBERGLASS PAN APPLIED ? lo" O.G. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) 8" GYPSUM BOARD OR Q VARIES PER PLAN INSTALLATION SIMPSON H2.5A or USP RTIA 2' NIGH STRENGTH CEILING 2 o SHOWER PAN EACH RAFTER TAIL CONNECTIO BOARD (FIBERGLASS OR CERAMIC) 51MP50N L30 or USP A3 a TOP OF EACH RAFTER CONNECTIO 3 %' TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRU55 SHOWER SEAM' FRAMED OVERHANG or 24" O.C. MAX) 2 SCALE: 3/4'=I' -O' S SCALE: 3/4'=I' -O' 2" TEXTURED CEMENTITIOU5 1) REBAR VERTICALLY IN CONC. POURED Z" GYPSUM WALL BOARD 3 %8" METAL STUDS (25 GAUGE) a 24" O.0 w/ FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD, RECAST LINTEL A ATTACHED TO EACH SIDE a 12" O.C. SECURE 2x TO CMU w/ (2)Y6" x 3' TAPCONS WITHIN a' OF EACH END AND ala' O.G. MAX4 "ECUR� 2 ''LAT TO 3 %8" BOTTOM CHANNEL (25 � I Q 0 tL 0 0 (M 3 MIN WITHIN 0' OF � x � GAUGE) BOTTOM CN,�NNe_ TO � BLOCK w/ CUT NAILS SLAB w/ 10d x I" MIN. MASONRY DRIVE PIN / ROUGH OPENING: (UP TO a' -O') (TYPE PER NAIL w/ WASHER a 32° O.C. MAX. IN. SHANK SIZE .145 EMBEDMENT OF I Y4') EACH END AND ala' O.C. MAX - 0 SLAB PLF FONCRETE FOUNDATION PLAN FOR WALL SHEATHING o z 7 IZE AND REINFORCEMENT) ATTACHMENT METHOD 'NAILING SCHEDULE") or AND R T ECAST AGE � x � GAUGE) BOTTOM CN,�NNe_ TO � BLOCK w/ CUT NAILS SLAB w/ 10d x I" MIN. MASONRY DRIVE PIN NAIL w/ WASHER a 32° O.C. MAX. IN. SHANK SIZE .145 EMBEDMENT OF I Y4') EACH END AND ala' O.C. MAX - 0 SLAB FONCRETE FOUNDATION PLAN FOR WALL SHEATHING o z IZE AND REINFORCEMENT) ATTACHMENT METHOD 'NAILING SCHEDULE") ° —SECURE 2x6 MIN. TO BLOCK w/T ,2x,3 STUD BLOCK (2)Y' x 9' ANCHOR BOLT5 w/ 2" NOTE: i WASHER SET IN SIMPSON or USP B STUD GAUGE IS HEIGHT SPECIFIC. CONSULT HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD HEIGHT LIMITS. (MIN. 6' EMBEDMENT) INTERIOR NON—BEARING WALL ry / B IM o METAL STUDS SCALE: 3/4'=I' -O' SECURE 2x6 MIN. TO BLOCK w/ (3)Y' x 9° ANCHOR BOLTS w/ 2" 2" TEXTURED CEMENTITIOU5 1) REBAR VERTICALLY IN CONC. POURED OR POURED IN WASHER SET IN 51MP60N or U5P COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) SILL (PER BLDR) NIGH STRENGTH EPDXY (MIN. 6° 6926) OVER CMU a" GMT) BLOCK EMBEDMENT \ °. <. EATHER STRIP MOLDING AROUND DOOR 8" CMU (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)Yx 9" ANCHOR BOLTS w/ 2" GALVANIZED STEEL TRACK BRACKETS I WASHER SET IN SIMPSON or U5P HIGH (BY OTHERS INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS VERHEAD GARAGE DOOR (BY OTHERS) _ , I' MIN. SLIDc ---GALVANIZED STEEL VERTICAL TRACK 011CIIIN ARCH WINDOW FRAME GARAGE DOOR BUCK ATTACHMENT SECTION(BY OTHERS INSTALLED PER 3 SCALE: 3/4'=I' -O' 6 SCALE: 3/4'=I'_O' OB SCALE: — N.rs. MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S Design y IOU plinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r � i SUBDIV. & LOT: KENSING`T'ON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#, : R2065.127/00001 PAGE: SECTIONS DETAILS DATE: 9/11/18 SCALE: 1/4"=1'—O" SHEET DT BATT OR BLOWN -IN INSULATION (R -VALUE PER ENERGY CALC5) PRE-ENGINEERED ROOFTRU5S TWI5T STRAP (PER PLAN) DOUBLE TOP PLATE METAL DRIP EDGE 2xo SUB -BAND VENTED ALUMINUM SOFFIT PER PLAN WINDOW HEADER (SIZE PER PLAN) 3° TEXTURED CEMENTITIOU5 COATING MIN. (PER ASTM C92/o) OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED 2 -LAYER WATER RESISTANT BARRIER, OVER WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER "NAILING SCHEDULE") I CONTINUOUS 2x4 w/ (4) loci NAILS a TOP OF FLOOR TRU55 (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2nd FLOOR WALL) SHEATHING MUST NOT BREAK WITHIN I'-4' MIN, FROM 2nd FLOOR LINE CONTINUOUS 2xo w/ (o) lod NAILS a BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 15 A NAILER FOR WALL SHEATHING) PLASTIC OR METAL WEEP SCREED CONC. FILLED U -BLOCK w/ (U 15 CONTINUOUS REBAR WINDOW (PER PLAN), ATTACHMENT PER MFR, SPECIFICATIONS PRECAST OR POURED IN PLAGE SILL (PER BLDR} TEXTURED CEMENTITIOU5 COATING MIN. (PER ASTM C926) OVER CMU as a �a a . %6 . a FRAME ON BLOCK WALL SECTION — HIP ROOF Two STORY loci NAILS a a" O.C. MAX 2x4 BLOCKING a EACH BRACE. TOENAIL INTO TRUSS w/ (4) loci NAILS a EACH END 3/4' T4G 5UBFLOOR (ATTACHMENT METHOD PER "NAILING SCHEDULE') ad RING SHANK NAILS a 4" O.C. MAX INTO BLOCKING PRE-ENGINEERED FLOOR 2x4 BRACE a 4a" O.G. w/ (5) 12d NAILS a EACH END 3" GYPSUM BOARD OR " HIGH STRENGTH CEILING BOARD CONC. FILLED U -BLOCK w/ (U �—:;, CONTINUOUS REBAR 2 FLOOR TRUSS CONNECTION SCALE: 3/4'4-0' SCALE: 3/4'=1'-0' SHINGLES OR TILE (PER COMMUNITY SPECS) OVER 130 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION 8905 OF THE FBCR, 6TH EDITION (2011) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING T�°BOARD OR NIGH STRENGTH CEILING BOARD -51MP50N 5P2 (USP SPT24) a EVERY EXTERIOR BEARING STUD. " FOR CONDITIONS WHERE TRU55 AND STUD LINE-UP, USE A SIMPSON HIDA (USP RT16A) WALL INSULATION (R -VALUE PER ENERGY CALC5) -WINDOW (PER PLAN), ATTACHMENT PER MFR. SPECIFICATIONS WINDOW SILL EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE #21, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] 3/4" T4G SUBFLOOR (ATTACHMENT METHOD PER "NAILING SCHEDULE') ENGINEERED FLOOR TRUSS 65" GYPSUM BOARD OR Z" HIGH STRENGTH CEILING BOARD EMBEDDED STRAP (PER PLAN) PRECAST LINTEL (SIZE AND REINFORCEMENT PER PLAN) WALL INSULATION (R -VALUE PER ENERGY CALC5) '2'GYPSUM WALL BOARD (U 15 REBAR VERTICALLY IN CONC, POURED CELL (LOCATION PER PLAN) a" P.T. FURRING STRIPS a lo" O.G. BASE CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) EXTERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) SPECS) OVER 030 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION R905 OF THE FBCR, 6TH EDITION (2011) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE') METAL DRIP EDGE 2xo SUB -BAND VENTED ALUMINUM SOFFIT - PER PLAN DOUBLE TOP PLATE TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM 0926) OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED 2 -LAYER WATER RESISTANT BARRIER, OVER WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE'} WALL INSULATION (R -VALUE PER ENERGY CALC5} WINDOW HEADER (SIZE PER PLAN) 3 FRAME WALL SECTION — GABLE ROOF SCALE: 3/4'=1'-m' NOTE REFER TO DETAIL 102 FOR GABLE X -BRACING REQUIREMENTS PRE-ENGINEERED GABLE ROOF TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST (2) BAYS (4'-0' O.C. a SHEATHING SEAMS) STIFFBACK AT ALL UPRIGHTS OVER 4'-10" H16H (AS PER TRUSS ENGINEERING) CONT. 2x4 RAT -RUN ATTACHED TO EACH TRU55 w/ (2) 126 NAILS INSTALLED a MID -POINT OF TRU55 SPAN or 10'-O' O.C. MAX BATT OR BLOWN -IN INSULATION (R -VALUE PER ENERGY CALC5) SECURE 2x4 TO DBL TOP PLATE w/ Y," x o' THRU-BOLTS a 32' O.C. MAX, then SECURE GABLE TO 2x4 w/ 12d NAILS a a' O.G. MAX or SECURE GABLE TO DBL TOP PLATE w/ SIMPSON HGAIO a 24" O.C. MAX (or EQUIVALENT INSTALLED PER MFR'S SPECS) or SECURE GABLE TO DBL TOP PLATE w/ 51MP6ON M6TA24 a 32' O.C. MAX (or EQUIVALENT INSTALLED PER MFR'5 SPECS) HANDRAILS WITH A CIRCULAR GRO55 SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1 a INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL 15 NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMEN51ON OF AT LEAST 4 INCHES (102 MM) AND NOT GREATER THAN 6 a INCHES (160 MM) WITH A MAXIMUM CR055 SECTION OF DIMENSION OF 2 s INCHES (51 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). FULL WAL' CLEAR 5PAC BETWEEN TH )RAIL AND TH SHALL BE I; 42" KNEEWAL CONTINUOUS HANDRAIL 34" MIN. TO 30' MAX A.F. (DASTAIR /HANDRAIL TWO STGRY SCAL E: 3/4'=1'-B' —a" TEXTURED CEMENTITIOU5 COATING MIN. (PER ASTM C92o) OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED 2 -LAYER WATER RESISTANT BARRIER, OVER WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER "NAILING SCHEDULE'}- -EXTERIOR BEARING 5TUD5 [SIZE AND SPACING PER NOTE '21, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] PARALLEL TO BLOCK MBEDDED STRAP (or EQUIVALENT) (PER PLAN) TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C92(o) OVER CMU NOTE: STRUCTURAL SHEATHING MUST NOT BREAK WITHIN I'-4" MIN. FROM 2nd FLOOR LINE PERPENDICULAR TO BLOCK CONTINUOUS 2x4 w/ (4) loci NAILS a TOP OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2nd FLOOR WALL) 3/4' T4G 5UBFLOOR (ATTACHMENT METHOD PER 'NAILING SCHEDULE") PRE-ENGINEERED FLOOR TRU55 CONTINUOUS 2xo w/ (o) loci NAILS a BOTTOM OF FLOOR TRU55 (BOTTOM 2xo 15 A NAILER FOR WALL SHEATHING) 65' GYPSUM BOARD OR z" HIGH STRENGTH CEILING BOARD CONC. FILLED U -BLOCK w/ (1) 05 CONTINUOUS REBAR BATT OR BLOWN -IN INSULATION (R -VALUE PER ENERGY CALC5) PRE-ENGINEERED ROOF TRUSS DOUBLE TOP PLATE METAL DRIP EDGE 2xo SUB -BAND VENTED ALUMINUM SOFFIT a" TEXTURED CEMENTITIOUS COATING MIN. (PER A5TM C926) OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED 2 -LAYER WATER RESISTANT BARRIER, OVER WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER "NAILING SCHEDULE'S 2x8 SYP �) WOOD STUDS a 12' O.C. MAX Y" DIAMETER ANCHOR BOLT a 12' O.C. MAX w/ 1' EMBEDMENT w/ 2' DIAMETER WASHER 2x8 SYP '2 WOOD STUDS a 12' O.C. MAX WINDOW (PER PLAN) o ATTACHMENT PER MFR. wer SPECIFICATIONS o� oLuLu zIL PRECAST OR POURED IN W o PLACE SILL (PER BLDR) �z Lu ;' TEXTURED CEMENTITIOU5 W 0 o COATING MIN. (PER ASTM o C132(o) OVER CMU C) o ° IDu ,> < ° w ' �m Q L 0 N-1 z: ff Lu o G F lm WALL MOUNT RAIL 2 x 2" WOOD SCREWS )ALL SPACER x4 STUDS a 16 -2x8 BLOCKING SECURED w/ (3 NAILS a EACH 4B RAILING DETAIL SCALE: N.T.S. °Q a F > `ir OPEN TO ABOVE WALL SECTION TwO STORY SCALE: 3/4'=1'-�' 2'-0° (MIN. IN SLAB) Rr nnurnrr OR TILE (PER COMMUNITY SPECS) OVER 130 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION R905 OF THE FBCR, oTH EDITION (2011) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE") 8" GYPSUM BOARD OR Z" HIGH STRENGTH CEILING BOARD -SIMPSON SP2 (USP 6PT24) a EACH 2X8 STUD 1,0001 UPLIFT CONNECTOR 2" GYPSUM WALL BOARD -51MP50N 5PI (USP SPT22) a EACH 2x8 STUD (U COURSE TIE -BEAM POURED 50LID w/ CONCRETE w/ (0,15 REBAR HORIZONTALLY -PRECAST LINTEL (SIZE AND REINFORCEMENT PER PLAN) WALL INSULATION (R -VALUE PER ENERGY CALC5) 'GYPSUM WALL BOARD 4° P.T. FURRING STRIPS a lo" O.G. (1);5 CONTINUOUS REBAR a 16' O.G. MAX, IN CONCRETE POURED CELL (VERIFY PER PLAN) WOOD BASE 45 REBAR 4a' LONG w/ o' NOOK a 24' O.G. (MIN. 24" IN SLAB) 4" CONCRETE REINFORCED w/ FIBERMESH AT A RATE OF .15lbs PER CUBIC YARD ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL COMPACTED CLEAN TERMITE TREATED FILL (3) #5 REBAR ON CHAIRS A R C H IT E C T S GDesiFn ioU nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 F DIV. Sc LOT: NSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#: R2065.127/00001 PAGE: SECTIONS/ DETAILS DATE: 9/11/18 SCALE: 1/4"=1'-0" SHEET M5TCM40 1/16' O.S.B. SHEATHING OR (INSTALLED ON TOP OF 1/2' CDX PLYWOOD WALL SHEATHING 2x4 EXTERIOR WALL A'' X STUDS f k` 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL MSTCM40 (INSTALLED ON TOP OF 1/16' O.S.B. SHEATHING OR WALL SHEATHING 1/2' CDX PLYWOOD 2X6 EXTERIOR WALL vv VV STUDS r; 2X6 BOTTOM PLATE PLAN VIEW - 2x6 WALL I EXTERIOR STUD WALL - OUTSIDE CORNER SCALE: N.T.S. M5TCM40 (INSTALLED ON TOP OF WALL SHEATHING 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD 2x4 EXTERIOR WALL STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL M5TCM40 (INSTALLED ON TOP OF WALL SHEATHING 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD 2X6 EXTERIOR WALL STUDS 2X6 BOTTOM PLATE PLAN VIEW - 2x6 WALL 2 EXTERIOR STUD WALL - INSIDE CORNER SCALE: NT.S. HTT-4 SECURED TO STUD W/ (20) IOd X I �' NAIL5 5/8' A.T.R. PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (1(o) IC d SINKER NAILS PRE-ENGINEERED FLOOR TRUSS M5TCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12)" TAPCONS NOTE: $ MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS IS I Y' 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (1(o)16d SINKER NAILS PRE-ENGINEERED FLOOR TRUSS M5TCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) a TAPCONS NOTE: MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS IS I Yz' 2X EXTERIOR WALL STUDS SECOND FIN. FLR TOP OF WALL 2X EXTERIOR WALL STUDS J' T 4 G 5U5FLOOR GLUED " NAILED AS PER NAILING SCHEI SECOND FIN. FLR DBL. nz a w 2x4 BOTTOM P o� �m MASONRY WALL 2x4 EXTERIOR WALL S z Ew ELEVATION VIEW SCALE: N.T.S. GA) . PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) HTT-4 SECURED TO STUD W/ (20) IOd X 1 2' NAILS USP K5T260 (ATTACHED PER BEARING POST/ MANUFACTURER'S SPECIFICATIONS) BEARING STUDS (PER PLAN) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) �w u a OPTION 'I (HTT-4 METHOD) FOUNDATION (PER PLAN) 3 EXTERIOR STUD WALL CORNER TO POST SCALE: N.T.S. B ELEVATION VIEW SCALE: N.T.S. PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD BEARING POST/ BEARING STUDS (PER PLAN) OPTION #2 (1<060 METHOD) IDS 1/16' O.S.B. SHEATHING OR 1/2' PLYWOOD 3' T 4 G SUBFLOOR GLUEC " NAILED AS PER NAILING SCHI 2X6 BOTTOM 2X6 EXTERIOR WALL 1/16' O.S.B. SHEATHING OR 1/2 PLYWOOD PLAN VIEW - 2x4 WALL PRE-ENGINEERED FLOOR TRUSS CONC. FILLED LINTEL BLOCK W/ (1) #5 CONTINUOUS REBAR HTT-4 SECURED TO STUD W/ (20) lOd X 1 2' NAILS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) DBL. STUD REQUIRED W/ 2x4 WALL 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD SECOND FIN. FLR MASONRY WALL SOLID BLOCKING REQUIRED UNDERNEATH STUD PLAN VIEW - 2x6 WALL C ELEVATION VIEW SCALE: N.T.S. EXTERIOR STUD WALL - PERPENDICULAR TO BLOCK SCALE: N.T.S. NGINEERED FLOOR TRUSS FILLED LINTEL BLOCK W/ lU #5 COUS REBAR SECURED TO STUD W/ (20) IOd BAILS T.R. IN HIGH 5TRENGTH EPDXY EMBED) 2X EXTERIOR WALL STUDS HTT-4 SECURED TO STUD W/ (20) IOd X 1 2' NAILS PRE-ENGINEERED FLOOR TRUSS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. l' EMBED) CONC. FILLED LINTEL BLOCK W/ (1) 05 CONTINUOUS REBAR A R C H I T E C T S �DesOln Groun�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#: R2065.127/00001 PAGE: SECTIONS/ DETAILS or DATE: 9/11/18 SCALE: SHEET NOTE: _ ECURE EACH KING STUD TO TOP PLATE w/ STRUCTURAL SHEATHING MUST NOT 51MP50N 5P4 or USP 6PT4 BREAK WITHIN 1'-4' MIN, FROM 2nd (FOR 2x6 WALL USE 51MP50N 6P6 or USP 5PT(o) FLOOR LINE EXTERIOR BEARING STUDS RE -ENGINEERED TRU5SE5 w/ TRUSS PRE-ENGINEERED ROOF TRUS [SIZE AND SPACING PER NOTE "21, CONNECTOR (VERIFY w/ TRUSS PLAN) UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] OUBLE TOP PLATE CONTINUOUS 2x4 w/ (4) Ibd NAILS @ TOP RIPPLE STUDS Q 1(o' O.C. MAX OF FLOOR TRU55 (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2nd FLOOR WALL ING STUDS (SEE 'MINIMUM WALL AND HEADER STUD 2x DOUBLE TOP PLAT 51MP60N MT512 or USP MTWI2 TO LEDGER 24' O.C. REQUIREMENTS' CHART ON FRAMING PLAN PRE ENGINEERED ROOF TRUSSES RE -ENGINEERED FLOOR TRUSS HEADER FOR DETAILS AND SPECIFICATIONS) or (SIZE PER PLAN)�. ECURE JACK STUDS TO HEADER CONVENTIONALLY -FRAMED DOUBLE 2x6 LEDGER w/ 51MP60N or USP L6TAI2 RAFTER SECURED TO TRUSS w/ %8' x 5' _ — (EACH SIDE OF OPENING) LAG SCREWS e 24' O.C. MAX I ' MBEDDED STRAP JACK 5TUD5 CONTINUOUS 2x6 w/ (6) 16d NAILS (PER PLAN) (SEE MINIMUM WALL AND HEADER STUD BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 - _ RECAST LINTEL REQUIREMENTS' CHART ON FRAMING PLAN 15 A NAILER FOR WALL SHEATHING _ (SIZE AND REINFORCEMENT DOOR / WINDOW FOR DETAILS AND SPECIFICATIONS) V^ PER PLAN) OPENING "�EXTERIOR BEARING STUDS / [SIZE AND SPACING PER NOTE 021, LEDGER CONNECTION AT FLOOR TRUSS UNDER CATEGORY TIMBER ON 1 PERPENDICULAR SCALE: 3/4'=I' -ID' / GENERAL NOTES SHEET GN)] / � , ECURE EACH JACK 4 KING STUD ROOF SHEATHING (TYPE AND TO BOTTOM PLATE w/ SIMP60N SP4 ATTACHMENT METHOD PER NOTE: O or U5P 5PT4 'NAILING SCHEDULE' STRUCTURAL SHEATHING MUST NOT / 2x BLOCKING UNDER WALL BREAK WITHIN I'-4' MIN. FROM 2nd ECURE BOTTOM PLATE TO SLAB w/ STUDS, SECURED BETWEEN FLOOR LINE EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE 121, / Y' x 9' ANCHOR BOLT w/ 2' WASHER SET IN 6IMP50N HIGH STRENGTH TRUSS BAYS w/ (3) 12d NAILS a EACH EN PRE-ENGINEERED ROOF TRUST— ® UNDER CATEGORY TIMBER ON j EPDXY (OR EQUIVALENT) (o 2x STUDS SPACING PER PLA GENERAL NOTES SHEET GN)] EMBEDMENT MIN. 0 32 O.C. MAX MTSI2 EVERY STUD 2x BOTTOM PLAT EXTERIOR WINDOW DOOR OPENING IN FRAME WALL DORMER ATTACHMENT SIZE AND SPACING OF STUDS PER PLAN 51MP50N MT512 or U5P MTWI2 \ SCALE: 3/4'=I' -ID' �j Two STORY SCALE: 3/4'=I' -ID' TO LEDGER Q 24' O.G. a ,� ----PRE-ENGINEERED FLOOR TRUSS SECURE EACH KING STUD TO TOP PLATE w/ SIMPSON 5P4 or USP 5PT4 SIMPSON 6P8 or U5P 5PT5 6 TOP 4 BOTTOM DOUBLE 2x6 LEDGER SECURED TO TRU55 w/ %a' x 5' LAG SCREWS 32' O.C. MAX (FOR 2x6 WALL USE 51MP50N SP6 or USP 5PT6) MBEppEp STRAP - (PER PLAN) RE -ENGINEERED TRUSSES w/ TRUSS PRE-ENGINEERED TRUSSES w/ TRUSS E. RECAST LINTEL f CONNECTOR (VERIFY w/ TRU65 PLAN) CONNECTOR (VERIFY w/ TRUSS PLAN) — (SIZE AND REINFORCEMENTDOUBLE TOP PLATE HEADER OUBLE TOP PLATE v^ PER PLAN) RIPPLE STUDS a 16' O.C. MAX (SIZE PER PLAN) KING STUDS SIMPSON or USP M5TA24 LEDGER CONNECTION AT FLOOR TRUSS (SEE 'MINIMUM WALL AND HEADER STUD a EACH JACK STUD 2 PARALLEL SCALE: 3/4'4 -ID' HEADER (SIZE PER PLAN) REQUIREMENTS' CHART ON FRAMING PLAN 2x6 5YP *2 WOOD STUDS 9 12' O.C. MAX. FOR DETAILS AND SPECIFICATIONS) WALL SHEATHING TO BE WITHINY' OF ECURE JACK STUDS TO HEADER WINDOW/DOOR OPENING. WALL SHEATHING w/ SIMPSON or USP L5TA12 MAX (TYPE AND ATTACHMENT METHOD PER NOTE: 7/16' 0.5.8. SHEATHING OR I/2' CDX R (EACH 51DE OF OPENING) OPENING 48' _ NAILING SCHEDULE') SHEATHING MUST NOT BREAK AT PLYWOOD CONTINUOUS BLOCK JACK STUDS 'MINIMUM 2) JACK STUDS 4 (2) KING STUDS 0 EACH JOINT OF WALL AND INTERSECTING CONT. 2x4 W/ (4) 16D NAILS 0 TOP OF C (5EE WALL AND HEADER STUD ROOF DECKING. FLOOR TRUSS DOOR /WINDOW REQUIREMENTS' CHART ON FRAMING PLAN SIDE OF OPENING (TOP 2x4 SUPPORTS BOTTOM PLATE OPENING FOR DETAILS AND SPECIFICATIONS) JACK STUD ASSEMBLY TO BE SECURED OF 2ND FLOOR) - XTERIOR BEARING STUDS ONE (2 PLY AT A TIME. E l 4 2X EXTERIOR 5TUD5 - 1116' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD OVER PRE-ENGINEERED [SIZE AND SPACING PER NOTE "21, UN DER CATEGORY TIMBER ON (o' FROM EACH NO MS, RE THAN 12' O.C. STAGGERED ROOF TRUSSES GENERAL NOTES SHEET GN)] JACK STUD x NOROOF TE: ASSEMBLY TO BE o k CONDITIONS MAY VARY Q/ G SECURED ONE PLY AT A TIME. USE 12d NAILS, (2) WITHIN 6' FROM EACH END 4 11 NO MORE THAN 12' O.C. STAGGERED SECOND FIN. FLR /fo /WINDOW SILL w/ CRIPPLE STUDS s 16' O.C. ECURE EACH JACK 4 KING STUD TO BOTTOM PLATE w/ SIMP80N 5P4 or U5P 5PT4 --Y2' ANCHORBw�2'I DIAMETER MAXI wMl'TER EMBEDMENT TOP OF WALL /� / NEATHING TO LAP TO TOP OF � MASONRY WALL. � SHEATHING MUST NOT BREAK I'-4' MIN. WASHER IMP50N or USP M5TAM24 s EACH JACK SECURED w/ (3)y4' x I %' TAPCONS TO _ PRE-ENGINEERED CONT. 2x6 w/ (6)16d NAILS 9 - FROM 2ND FLOOR LINE CMU w/ MIN. 2 COVER 4 2 APART 2x8 BOTTOM PLATE FLOOR TRUSSES BOTTOM OF FLOOR TRUSS _ (BOTTOM 2X(o 15 FOR WALL BEARING CONDITION SHEATHING NAILER) (PER PLAN) TYPICAL PRECAST LINTEL ; ROOF TO SECOND FLOOR WALL EXTERIOR WINDOW DOOR OPENING IN FRAME WALL ry WINDOW OPENING IN 2 -STORY WALL PARALLEL SCALE: 3/4'=I' -ID' F STORY SCALE: 3/4':I' -ID' f Two STORY SCALE: 3/4'=I' -D' A R C H I T E C T S 4Des_�n GrouPp Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#: R2065.127/00001 PAGE: SECTIONS/ DETAILS DATE: 9/11/18 SCAT, SHEET 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 Description Masonry Opening Frame Opening Sliding Glass Doors Vinyl FL# Windows 14634 14634 14634 24634 14634 14634 14634 14634 14634 14634 14634 10432426 EA 12/0 X 8/0 DOOR SGD POCKET ALUM (WHITE) W/SCRN 143 1/2" X 95 1/2"-T01901J,2" 1 16100 16100 16100 16104 16103 16104 15317 26103 16104 16104 16103 16104 16103 16103 16104 16103 15104 16100 16100 16100 16103 16103 16103 16104 16100 16100 16100 10369270_ I 10367192 10297193 I 10426486 I 10367491 _.____ _-1--EA-1 10366994 L0354138 I 11040440 I _ . L0296557 _ I L0429520 I 11040450 10317308 10298924 I 10365362 I 10352195 _ _ _�_ L0369494 I L0354140 ._I 10434443 IEA L0423133 I ... 10434428 I 10423134 I L0298921 I L031_7307 I _ _ _ _.. 10367489 L0366804 10298922 _ _ __. 10354148 EA_j �- E_A I EA I EA I EA I EA I EA I EA I EA I EA I� EA I EA EA EAI EA EA -E EA EA EA EA �_..�v EA_ _.., _ I EA I EA I EA I EA 26 TW 1/2 EYEBROW -_ .._,_..,__._..__._.._.. 26 TW W/ARCH I 26 TWIN I 2626 FX I 2640 __. _..... I_. 2650 FX I 2850 __.._ I 2860 I _._._. ...__.._._ __..._..__. 3/0X3/0 FX TMP _ �...___._ _ 3024 FX TEMP I 3030 3030 FX w -~� _ I 3030 FX ARCH TOP ._� I 3030 W/1/2RD - - -- I 3040__._........._..._.._.______L..__..._._.._WDW I 3040 I 3040 FX _ 3040 TRIP _ .._I,. I 3040_TW 1/2 EYEBROW _......_.__._....__ ..... .................._.,__... I 3040 TWIN w I 3040 W/1/2 RND �I 3050 _._.._..._._..._ I 3050 ARCH TOP ._ I 3050 FX _ _ �. I 3050 TPL 1 3050 TWIN _ . __._.., _..._ . __ ._....._....,._ 1 3050 4050FX 3050 WDW VINYL SH WHT W/GR & SCRN I _...._...-..-.-......_-._..._......_..__.._................_......_........-...,_._.-....._.__.._.......,...._......................................._....................-........ WDW VINYL S_H W/GR &SCRN I WDW VINYL SH CLEAR NO GR W/SCRN I _ WDW VINYL W/GR I _._._...__.....__.... _..._.._. WDW VINYL SH CLEAR NO GR W/SCRN ._... WDW VINYL SH CLEAR NO GR NO SCRN I WDW VINYL CSMT W/GR & SCRN WDW VINYL SH WHT W/GR &SCRN I .... ._. _..-.-._..__ ._..........__..._................--.-..._............_........_........................._... WDW VINYL SH CLEAR NO GR I __.__......_................._..... WDW VINYL FX CLEAR NO SCRN I L- _.WDW VINYL 5H WHT W/GR &SCRN -. I _ WDW VINYL SH WHT W/GR &SCRN WDW VINYL -F X CLEAR NO 6R _WDW VINYL SH WHT W/GR &SCRN VINYL OVAL WHT W/GR....._......._.__� L._ ..._ .WDW VINYL SH CLEAR NO GR W/SCRN I WDW VINYL W/GR _.- - -~-_ _....__....__.... __..... _..... WDW VINYL SH CLEAR NO GR W/SCRN I WDW VINYL SH W/G_R & SCRN _..... .. I WDW VINYL SH CLEAR NO GR W/SCRN _._.._..._._...__•_-.___.._.._._.__......_.._........_...... WDW VINYL SH W/GR &SCRN _ I WDW VINYL SH CLEAR NO GR W/SCRN _................................._..... I WDW VINYL SH W/GR & SCRN _.._........ _.. 1 WDW VINYL NO GR _ .._ _.___......._.........._........_..._ Iw WDW VINYL SH CLEAR NO GR W/SCRN I WDW VINYL SH CLEAR NO GR W/SCRN _------------- -._.- _-_._,_.--_...-...,..._......._...... ............... _....... I WDW VINYL W/GR & SCRNW 74 1/2" X 95" 741/2" X 76" 74 1/2" X 72' _. ..__.._. _......._.._. ..._.._,.._......_._ ..I _................._ I I __........ I- _ I ....__..._.,...._. 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L 209" X 60;. 1 72 1/2 X 60" .................. ......... ................ ....... 1........_.121" X 60" 60434206 I EA I _._..... 10429616 I EA I 10354136 I EA I 12/0 X 8/0 OXXO ..._,....._- _-..._.._ 16/0 X 8/0 DOOR SGD ALUM (WHITE) W/SCRN I .__........_ .-..__ .____..___ __.__ _.u.__ _._..___ __,..._ OR SGD ALUM (WHITE) W/SCRN I 147" X 96 1/2" I ...,_ .._.. �e ______ _ 191" X 96 1/2" TO 286" I __._____._.__... __ __. 5/0 X 6/8 I�DOOR SGD ALUM W/SCRN I 62 1/4" X 81 1/2 I 10298912 I A EA I W 5/0 X 8/0 I /0 DOOR SGD ALUM (WHITE) W/SCRN I 62 1/4" X 961/2" I ........................................_._ L0295466 I L0295467 I- .... EA I EA I ._,_........_ ._... .._.._._ _... 6/0 X 6/8 ( '6" /0 X 8/0� __.O _ _ DOOR SGD ALUM (WHITE) W/SCRN I DOOR SGD ALUM (WHITE) W/SCRN I 741/4" X 81 1/2" I 74 1/4" X 961/2" I _ 10303298 ( 10310660 I EA I .. EA_ I �I 8/0 X 6/8 I _.._..__.._._.. __....__...__... _.-_._..._ 8/O X 8/0 I DOOR SGD ALUM (WHITE) W/SCRN .... ., _ _ .. . _ ._ _ DOOR SGD ALUM (WHITE)_W/SCRN _ I 98 1/4" X 81 1/2" I - _ 981/4' X 961/2' I T _ 10329528 IM EA_I _ _ _ �9/0 X 6/8W _ _ I DOOR SGD ALUM (WHITE) W/SCRN I 1081/2" X 811/2" I 10298914 I EA I 9/0 X 8/0 - �I DOOR SGD ALUM W/SCRN I 1081/2" X 961/2" I Vinyl FL# Windows �___ 10460340 I EA I 16104 16103 16103 15104 16104 16103 16103 16103 16103 16104 16104 16103 16103 16103 16103 16103 16103 16103 16103 16103 16104 16104 16104 16103 16104 16103 16104 16103 16103 16104 16103 16103 16103 16103 16103 16103 16103 16103 16103 16103 16100 16103 16103 16103 16103 16100 16100 26100 1610310317305 16103 16103 16103 16100 1/4X1/4 FX TMP I WDW VINYL SH CLEAR NO GR� I I 10432421 I EA I 13 �I WDW VINYL SH CLEAR NO GR W/SCRN I ZO 1/8" X 38 3/8" I 1-0439893....._..........1 _EA� I 14� ~� ...._., I�WDW _ VINYL SH W/Gft & SCRN 1 201/8" X 50 5/8' I 10432424 I EA I FX NO FLANGE I WDW VINYL FX WHT W/GR & SCRN _ �Ir I 16" X 39" 1.0432423 I EA_ I ,1433 1433 FX_W/FLANGE_ I WDW VINYL FX WHT W/GR & SCRN I 17" X 39" 1 10369271 10369273 __EA _ I EA _ _ 15 1/2 ARCH TOP I 16 1/2 ARCH TOP I _ _ _ _ WDW VINYL_S_H_W_HT W_/GR & SC_RN_ I _ WDW VINYL SH WHT W/GR &SCRN 1 201/8' X 67" I _. 20 1/8" X 76" 1 L0429521 I EA I _.. 1620 FX_._ ., _ WDW VINYL SH W/GR NO SCRN I I 18" X 24" 10430156 EA ��..w_.___..__.. -�1 1624 I WDW VINYL SH W/GR NO SCRN I --- I 18" X 28" L0434427 10439004 _ EA �,.. EA _....__-._..__ .,_.._..__ 1634 FX I 1836 ARCH TOP 1 .. ... _ WDW VINYL FX WHT W/GR I _ _ _ _ WDW VINYL FX W/GR &SCRN - _ I ._ - _ w _ I 18" X 40" __ _ __.___.__ I 20" X 46" L0303300 .__�._._._. I EA I _ 1H2 FX TP � WDW VINYL SH W/GR I 27 1/2" X 26" I 10412312 10317304 I EA I 1H3 I WDW VINYL SH NO GR W/SCRN 27 1/2" X 38 3/8" I _._.... IEA 1 .. ...._._-.. _ ..__ ._...__.�... 1H4 I_ _...... _ .._..__ _ a WDW VINYL SH CLEAR NO GR W/SCRN 27 1/2" X 50 5/8" _ I 10419869 I EA I 1H4 W/1/2RD I WDW VINYL SH W/GR & SCRN I 27 1/2" X 68 5/8" I 16103 26103 16103 16103 L0419409 10477376 10367188 L0329525 I EA I EA I EA I EA __-- 1 3056 ARCH TOP 1 34 _ _..... .... I 35 I 35 ARCH TOP 1 WDW VINYL SH W/GR & SCRN 1... WDW VINYL SH CLAR NO GR W/SCRN �-W WDW VINYL SH NO GR W/SCRN W y ^� WDW VINYL SH GR &SCRN I - ......,.._...54 1/8 X 50 5/8 ......._......._..I - 541/8' X 63" - 54 1/8' X 67" I 36" X 70 L -16,i19054 I EA I 1H5 WDW_ VINYL SH W/GR &SCRN �_ 27 1/2 X 63 I 10419870 EAI _ _ _ _�, 1H5 W/1/2RD _-I WDW VINYL SH W/GR &SCRN vI 27 1/2" X 81" I 10432419 _ I EAu 1H6 -� I WDW VINYL SH CLEAR NO GR W/SCRN I 27 1/2" X 72" 1 10317306 �. 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I 38" X 95" I ............._.1._. 10434442 __1 �� EA _ _ ._ 1 26 TRIP- __�� WDW VINYL SH CLEAR NO GR W/SCRN I 111" X 72" �I A R C H I T E C T S 4Design Group-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www,a bdesigngroup.com AA #: 0003325 SUBDIV. Be LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO VERSION 01 PROJECT#: R2065.127/00001 PAGE: WINDOW SCHEDULE DATE: SCAT - SHEET CAL SHEET D7 1 �m■�00om00� SUBDIV. Be LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO VERSION 01 PROJECT#: R2065.127/00001 PAGE: WINDOW SCHEDULE DATE: SCAT - SHEET CAL SHEET D7 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH Q V O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %a° LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED Q 7' O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM C1063 1.10.1.4 NOTE: I. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH I — APPROX. 6' LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO OSB AROUND PENETRATION ' OR LESS PIPE PENETRATION STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH I IN HALF (LENGTH WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH I WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH 1 TO THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER FBC 8703.1.1 TO 6' TO B' /I ! I1 6' TO 5' EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A STEP I INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 3PIPE PENETRATION DETAIL SCALE: RTs. — 8" THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED '@7' (VERT.) O.C. MAX AT SUPPORTS WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6° TO a' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD STYPE "M" CONTROL JOINT 1 5CALE: RTS. NOTE: APPLY SEALANT AT °M° CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 IS TIGHT TO THE PIPE AND TO THE \ SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. gTFP P SECTION TAKE SECOND PIECE OF FORM FLASH 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WRB LAYER #1, STUCCOWIRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH I CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO OSB AROUND PENETRATION ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.Y. FINISH (SEE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0475 -IN. (1.21 -MM) WIRE AT INTERVALS NOT MORE THAN V (229 -MM). AS PER ASTM C1063 7.8.1. NOTE: FOR REPAIR OF TEARS IN W1R5 LAYERS, TEARS MAY BE PATCHED PEEL 8 STICK WOOD STU SHEATHI WRB #1 TAPED T SHEATHING w/ WI #2 OVER TOP. Wf 12 TO BE LAPPS_ VERTICALLY 6° MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 11 VERTICAL LAP MIN. LATH VERTICAL LAP TO BE I" HORIZONTAL LATH & PAPER DETAIL SIDING FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 61—ALE: RTS. WOOD SHEATHING WATER RESISTIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUF. SPECS) WEEP SCREED STARTER STRIP (PER MANUF. SPECS) MINIMUM CLEARANCE (PER MANUF. SPECS) 5'Xl' CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP FLASHING 4 SCALE: RTS. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6° e VERTICAL LAPS (ROLL ENDS) & (o11 lo) HORIZONTAL LAPS. METAL LATH TAPE WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL 1 $° THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING LEGEND DRAINAGE PLANE J` (WRB LAYER #1, f STUCCOWRAP OR a� x APPROVED EQUAL) STUCCO WRB LAYER #2 z (FORTIFIBER BUILDING PAPER OR 11 1 APPROVED EQUAL) METAL LATH x x x x STUCCO SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C -84l-09, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RESISTIVE BARRIER A R C H I T E C T S 4Desi In GroupIInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. 8e LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#: 82065.127/00001 PAGE: WALL ASSEMBLY DETAILS DATE: 9/11/18 SCALE: 1/4"=1'-0" SHE�E��T� VV \� A R C H I T E C T S Design 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. & LOT: KENSINGTON RESERVE (LOT 127) MODEL LARGO (VERSION#01) PROJECT#: R2065.127/00001 PAGE: WALL ASSEMBLY DETAILS ARCHTECT. STATE OF FLORIDA S,P 1 20 8 A /- ROLAND DATE: 9/11/18 SCALE: 1/4"=1'-0" SHEWA2 ET TEXTURED CEMENTITIOU5 COATING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED — A x EQUAL) WRB LAYER 12, FORTIFIBER BUILDING � - WOOD SHEATHING X THICK, 3 COAT PAPER (OR APPROVED EQUAL) =X,> VENT CAP 15 TO BE SET IN CONTINUOUS BED OF _ CEMENT PLASTER WRB LAYER #I, 5TUCCOWRAP (OR APPROVED , SEALANT. 7 77 PREMANUF. DRYER VENT CAP EQUAL) TAPED DIRECTLY TO SHEATHING ONE-PEICE HOODED VENT ATTACHED PER MANUF. I (SET IN CONT. SEALANT) LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS _ STEP FLASHING NAILING FLANGE, STOP WRB APPROX. APPLY SEALANT AT PERIMETER OF _ —I OVERLAPS KICKOUT 1 Y" ABOVE SHINGLES =X NON-MOVABLE FRAME AND STUCCO ON ALL .,.I SEALANT ALL SIDES DIVERTER I" MIN. ti` . SELF -ADHERING FLASHING "`� 51DE5,) ° SEALANT Q JOINTS ALL AROUND �° THICK, 3 COAT CEMENT PLASTER STEP FLASHING '` MT METAL LATH DRYER VENT BLOCK 6B DRYFLEKT KICKOUT DIVERTER WRB LAYER 02, FORTIFIBER BUILDING SCALE:N.T.6. w �m Quo PAPER (OR APPROVED EQUAL) BUILDING PAPER -DRYER VENT (FRAME) �)5CALE: OVER "QUICK FLASH° �- - FELT UNDERLAYMENT N.T.S. PIPE THROUGH WALLS = PER FBC R103.7.1 d SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 3", FASCIA WRAP EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL EXTEND 1/2" BELOW BUILDING PAPER "QUICK COMPLY WITH THE APPLICATION REQUIREMENTS OF SHEATHING, MECHANICALLY UNDER FLASH" A5TM C 926-12A. FASTEN 4" O.C. MAX. EVENT PENETRATION (-A-)VENT INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A WOOD SHEATHING WRB LAYER #2, FORTIFIBER LEGEND WOOD WRB LAYER #l, BUILDING PAPER (OR DRAINAGE PLANE NOTE: CONSTRUCTION I 5TUCCOWRAP (OR = APPROVED EQUAL) (WRB LAYER #I, 5TUCCOWRAP INSTALL KICKOUT FLASHING KICKOUT DETAIL 5 SCALE: NTS. WOOD APPROVED EQUAL) WOOD -- SHEATHING WRB LAYER #2 METAL LATH WooD TEXTURED FINISH WOOD OR APPROVED EQUAL #2 AT BOTTOM OF ROOF & WALL INTERSECTIONS xFORTIFIE3ER CONSTRUCTION l,�-11S" FASTEN TO WOOD STRUCTURAL WRB LAYER (FORTIFIBER BUILDING PAPER BUILDING PAPER (OR 8' CMU' MEMBER 1" O.C. MAX OR APPROVED EQUAL) AREA TO RECEIVE I COAT OF 5HER-CRETE APPROVED EQUAL) $ tNICK, 3 GOAT CEMENT — "° -� 7 5 " /$" TO /$ MID -WALL — _ WEEP 5CREED METAL LATH X X X X FLEXIBLE CONCRETE WATERPROOFER or _ = SCRATCH COAT PRIOR TO ELEC. METERWOOD WOOD FRAMED PLASTER WALL 6' WIDE STRIP SELF STUCCO SHEATHING %a' TO 1/0' MID -WALL ADHERING FLASHING, CLEAN INSTALLATION _ —WEEP (PER 3/WAI) LF SCREED 6' SELF -ADHERING FLASHING MASONRY BEFORE APPLYING TEXTURED FINISH 0 MA50NRY SELF-ADHE51VE FLASHING - - =FRAME HORIZONTAL WEEP SCREED TO FRAME HORIZONTAL WEEP SCREED FRAME TO BLOCK NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1/ A5TM ELEC, METER FIELD VERIFY = LOCATION r— ry (5).5EA_LE: N.T.S. / B SCALE: N.T.S. NOTE: PROTECTED FLA5H TAPE BEHIND WEEP 5CREED 4 APPLY SEALANT AT WEEP 5CREED END TO END JOINTS C-041-09, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METER FIELD VERIFY LOCATION—// _ SEALANT ON TOP SIDES ONLY - — CUT ENOUGH PROTECTO FORM FLASH 1 PIECES TO COVER BOX 4' -' NOTE: ATTACH PER o — EACH 51E STARTING AT THE MANUF. SPE CIFICATIONSAST BOTTOM OF THE BOX, REMOVE 14 RELEASE LINER AND APPLY MAKE AN "X' CUT THROUGH PUSH THE PROTECTO FORM CAVITY TO BE FILLED WITH RIGIDPROTECTO FORM FLASH I IN A THE PROTECTO FORM FLASH i FLASH 1 INTO THE OPENING POLYMERIC ISOCYANATE-POLYBLEND SINGLE FASHION TO COMPLETELY IN THE CENTER OF THE BOX AND ADHERE TO THE 1 FOAM ('GREAT STUFF" O SIMI LA ) tHE BOX. OUTLET OPE NING INTERIOR OF THE BOX. .ER EXTENDING L ER TO NO CLOSER WOOD SHEATHING THAN 1° TO CORNER. STEP 1 STEP 2 STEP 3 C WRB LAYER #1, 5TUCC0WRAP APPLY SEALANT AT TOP 4 (OR APPROVED EQUAL) ELA5TOMERIC COATING SIDES OF ELEC. METER BOX PROtECTO FORM FLASH I (OR APPROVED EQUAL) AFTER STUCCO INSTALLATION L SELF ADHERING FLASHING APPLY E -Z BEAD ,o :;:;°; o, OVER STUCCO/ C.Y. FINI5H —FLASH OPENING WITH PROTECTO FORM FLASH 1 SELF ADHERING FLASHING PER FLASHING APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING (OR APPROVED EQUAL) ;; ;: OVER 60 MIN GRADE "D" o' oa (SEE TYPICAL WALL SECTION) ELECTRICAL CONDUIT METHOD A5 DESCRIBED IN DETAIL 3 OF WAl OVER APROVED HOU5EWRAP FELT -PROVIDE SEALANT o` oo METAL LATH° .6 PENETRATION 'PIPE PENETRATION DETAIL' 8 SCALE° NT.S. WRB LAYER #2, FORTIFIBER AT ALLJOINTS° ° ° A D ° ° ° ° EXTERIOR APPLY I COAT OF 5HER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN BUILDING PAPER (ORELECTRICAL STEP 4 STEP 5 RECEPTACLE 9 SCALE. M.S. (FRAMECONST) \,. STEP 6 OR METER CAN COMBO OR METER CAN AND DISCONNECT APPROVED EQUAL) A R C H I T E C T S Design 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. & LOT: KENSINGTON RESERVE (LOT 127) MODEL LARGO (VERSION#01) PROJECT#: R2065.127/00001 PAGE: WALL ASSEMBLY DETAILS ARCHTECT. STATE OF FLORIDA S,P 1 20 8 A /- ROLAND DATE: 9/11/18 SCALE: 1/4"=1'-0" SHEWA2 ET WOOD SHEATHING WOOD CONSTRUCTION %" HAT CHANNEL W/ %a" TYPE "X" DRYWALL WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) $" THICK, 3 COAT — CEMENT PLA5TER WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL)\, AMICO AM66-WFWC-780 CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR 5EAL GAP WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLA5TER AMG 6-WFWC-j80 CUSTOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 6" SELF-ADHEREING FLASHING WRAPPED 0 CORNER OF CANTILEVER AMIGO AM66-9, WC -100 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL C CANT. 10A SCALE: KTS, FINISH LAYER (2 LAYER PEEL $ 5TICK) 6" PEEL & 5TICK o DRIP EDGE TO DECK 1 y"X1 3/" P.T.OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING let LAYER (2 LAYER PEEL & 5TICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6" PEEL 4 5TICK 0 DRIP EDGE TO DECK SUB FLOOR FULL 5HEET5 OF PEEL 8 STICK 112"X1 %" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS %" GAP FOR BACKER ROD s SEALANT 8" THICK, 3 COAT CEMENT PLA5TER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD $*COMPONENTS PULLED 1 APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING 5ELF-ADHE51VE FLASHING 1 II VINYL (OR APPROVED EQUAL) CASING BEAD 5/8" TYPE "X" DRYWALL W/TEXTURED i PAINTED FIN15H $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CASING BEAD 3" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, %" MIN. SPACE FROM DRIP FACE TO TREX %" GAP FOR BACKER ROD & SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WEATHER RE616TIVE BARRIER 11 WEATHER RE515TIVE BARRIER 12 DECK MEMBRANE, EXTEND OVER DRIP EDGE X 3" 2(o GA. GALV. METAL DRIP EDGE 5ET IN FULL BED OF SEALANT, )/2" MIN. 5PACE FROM NOTE: METAL LATH: LATH TO BE PER FBC R-103.11 / A5TM C-847-09, MIN, 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) WOOD CON5TRUCTION WEATHER RE616TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 a" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4" P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF 5EPARATE ACCE55ORIE5 ONLY) 11 A DRIP EDGE INSTALLATION SCALE: KTS. %" GAP FOR BACKER\ ROD 8 5EALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL & 5TICK) PEEL 4 5TICK SUB FLOOR DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CA51NG BEAD 1 /2"XI Y" P.T. OR SIMULATED WOOD (TREX) WATER PROOFING let LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOU5 PEEL 4 5TICK) WRAPPED FROM BALCONY Y" GAP FOR 5EALANT & DECK TO CANTILEVER OPT. BACKER ROD 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER 11 WEATHER RESISTIVE BARRIER 12 4" POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF 5EPARATE ACCE55ORIE5 ONLY) @IA_L_QINY DRIP EDGE INSTALLATION I mCOMPONENTS PULLED APART FOR CLARITY $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD NOTE: 5ET RAILING LAG BOLT ATTACHNMENTS IN 5EALANT, WHERE APPLICABLE 2x FRAMING MEMBER 8" THICK, 3 COAT CEMENT PLA5TER CORNER BEAD FASTENED TO SHEATHING o I' O.C. MAX. WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) CORNER BEAD C FRAME 12A SCALE: KTS. CORNER BEAD (FASTENER 4 5PACING 'a 7° O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA5ONRY UNIT CORNER BEAD C BLOCK 12 B SCALE: KIS, COLUMN SHEATHING WEATHER RE515TIVE BARRIER 11 WEATHER RE515TIVE BARRIER #2 6" SELF ADHERING 4 FLASHING PEEL 4 5TICK 1 YI2"x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 Y" X 3" 26 GA. GALV. METAL DRIP EDGE 5ET IN FULL BED OF 5EALANT,%" MIN. 5PACE FROM DRIP FACE TO TREX WEATHER RE515TIVE BARRIER 11 WEATHER RE515TIVE BARRIER #2 EXTERIOR COLUMN COLUMN SHEATHING 6" SELF ADHERING & FLA5HING I %2"x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT %" X 3" 26 GA. GALV, METAL DRIP EDGE SET IN FULL BED OF SEALANT,)/2" MIN. 5PACE FROM DRIP FACE TO TREX ON ALL 4 51DE5 OF COLUMN VINYL (OR APPROVED EQUAL) CA51NG BEAD WATER PROOFING let LAYER (2 LAYER PEEL $ 5TICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 8" THICK, 3 COAT CEMENT PLASTER METAL LATH " WOOD 5HEATHING WEATHER RE515TIVE BARRIER 11 WEATHER fRE515TIVE BARRIER 12 4" POSITIVE DRAIN WEEP 52REED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE550RIE5 ONLY) BALCONY DRIP EDGE INSTALLATION C COLUMN W/ "L" FLASHING 1 1 V SCALE: KTS. A R C H I T E C T S Design p 1 o u 11-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #:0003325 �mmmi �em0000ammr SVHDIV. 8e LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#: R2065.127/00001 PAGE: WALL ASSEMBLY DETAILS rDAE: 9/11/18 LE: 1/4"=1'-0" �E�T� /�\ V V L ll �ZOD SHEATHING WOOD SHEATHING WRB LAYEP� 01, STUCCOWRAP WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT WRB LAYER #2, FORTIFIBER WRB LAYER #1, STUCCOWRAP WRB LAYER 02, FORTIFIBER WOOD SHEATHING y' GAP TYP PLASTER BUILDING PAPER (OR lOR APPROVED EQUAL) BUILDING PAPER 51w,BE METAL LATH 1X TRIM MEMBER 'a STUCCO CGTO T BEAD APPROVED EQUAL) WOOD SHEATHING (OR APPROVED EQUAL) 1 WRB LAYER #l, STUCCOWRAP TO SIDING TRANSITION WRB LAYER #2, FORTIFIBEB METAL LATH l WRB LAYER 1, FORTIF15ER METAL LATH S (OR APPROVED EQUAL) SIDING BUILDING PAPER $" THICK, 3 COAT I BUILDING PAPER (OR $" THICK, 3 COAT CEMENT WRB LAYER #2, FORTIFIBEB (O8 APPROVED EQUAL) CEMENT PLASTER APPROVED EQUAL) PLASTER I { BUILDING PAPER WOOD SHEATHING " l SELF -ADHERING METAL LATH VINYL (OR APPROVED EQUAL) (OR APPROVED EQUAL) � FLASHING �" THICK, 3 GOAT ANGLED CASING BEAD METAL LATH x x x x k (EXPLODED $ (EXPLODED DRIP CAP VIEW poR CEMENT PLASTER 6SELF-ADHERING FLASHING VIEW FOR a THICK, 3 COAT CLARITY) DRIP CAP CLARITY) GEMENT PLASTERAIIZIZIIZI / WINDOW FLANGE I WINDOW FLANGE # WRB LAYER #I, STUCCOWRAP W85 LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) W8B LAYER #2, FORTIFIBER BUILDING '..�� (OR APPROVED EQUAL) CASING BEAD PAPER (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING (o" SELF ADHERING METAL LATH PAPER (O8 APPROVED EQUAL) FLASHING OR PEEL 4 STICK 8" THICK, 3 COATX METAL LATH SIDING TO STUCCO CEMENT PLASTER $" THICK, 3 GOAT CASING BEAD 14 SCALE: NTS, GROSS -SECTION) 6" SELF -ADHERING CEMENT PLASTER FLASHING / (o"SELF-ADHERING DRIP CAP/ FLASHING WINDOW FLANGE DRIP CAP WOOD SHEATHING CASING BEAD C WINDOW CASING BEAD C WINDOW WINDOW FLANGE METAL LATH FRAME, NO BAND FRAME, W BAND WR5 LAYER 11, STUCCOWRAP 13A SCALE: NTS. 13B:uTs. COR APPROVED EQUAL) WOOD SHEATHING LEGEND W85 LAYER #2 FORTIFIBER BUILDING 9 WRB LAYER #1 STUCCOWRAP WOOD CONSTRUCTION BEYOND PAPER (OR APPROVED EQUAL) { (OR APPROVED EQUAL) WOOD SHEATHING DRAINAGE PLANE �" y WRB LAYER #2, FORTIFIBER WEATHER RESISTIVE BARRIER #1 (WRB LAYER I, STUCCOWRAP a THICK, 3 COAT II BUILDING PAPER WEATHER RESISTIVE BARRIER 12 (o" SELF -ADHERING FLASHING OR APPROVED EQUAL) GEMENT PLASTER 1 COR APPROVED EQUAL) %" X i �" LAP SIDING W/6" REVEAL # WRB LAYER #2 VINYL (OR APPROVED EQUAL) }y 4 _Luj METAL LATH ANGLED CASING BEAD WEATHER RESISTIVE BARRIER 1 (FORTIFIBER BUILDING PAPER 8" THICK, 3 COAT CEMENT (o" SELF -ADHERING FLASHING Q WEATHER RESISTIVE BARRIER #2 OR APPROVED EQUAL) (EXPLODED PLASTER STARTER STRIP PER STARTER STRIP PER METAL LATH X X X X VINYL (O8 APPROVED EQUAL); �_�l viEW Roiz MANUFACTURER'S INSTALLATION a - MANUFACTURER'S INSTALLATION STUCCO CASING BEAD cL.4Rli1') INSTRUCTIONS INSTRUCTIONS " SELF -ADHERING FLASHING WOOD SHEATHING 6 DO NOT CAULK OR SEAL OPENING CASING BEAD C RAISED SELF-ADHESIVE FLASHING BAND FRAME GALV'D METAL "z" FLASHING _ GALV'D METAL "z" FLASHING @R—ALE,NT9. DO NOT CAULK OR SEAL OPENING NOTE: STUCCO CASING BEAD — METAL LATH: LATH TO BE PER FBG 8703.7.1 / ASTM _ C-841-09, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR GALV'D METAL "T FLASHING NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SIDING TO STUCCO — 4-- L BLOCK TO FRAME TRANSITION STUCCO CASING BEAD �" THICK, 3 COAT CEMENT PLASTER $" THICK, 3 COAT CEMENT PLASTER WOOD CONSTRUCTION BEYOND METAL LATH II SEALANT Y' SAP TYP METAL LATH 6 SELF -ADHERING FLASHING HiV CTOWiNnEAD SEALANT WOOD SHEATHING TO WiNDOIU WEATHER RESISTIVE BARRIER 11WR5 LAYER #2, FORTIFIBER BUILDING WEATHER RESISTIVE BARRIER #1 TO LAP WINDOW FRAME PAPER (OR APPROVED EQUAL) WEATHER RESISTIVE BARRIER #2 6" MIN, ABOVE TOP OF "Z" FLASHING WOOD SHEATHING ' WRB LAYER #2, FORTIFIBER %6" X I y" LAP SIDING W/Go REVEAL WEATHER RESISTIVE BARRIER #1 WINDOW FRAME 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER 02 / BUILDING PAPER �1� z (OR APPROVED EQUAL) .� GALV'D METAL °° FLASHING / / WRB LAYER #1, STUCCOWRAP — — E -Z BEAD VINYL (OR STARTER STRIP PER MANUFACTURER'S DO NOT CAULK OR SEAL OPENING / APPROVED EQUAL) CASING (OR APPROVED EQUAL) INSTALLATION INSTRUCTIONS (o" WIDE PEEL 4 STICK (W/%8" FLEXIBLE PVC BACKER WEATHER RESISTIVE BARRIER # 1 TO LAP OVER FLANGE ROD INCLUDED) DO NOT SEAL OPENING 6" MIN. ABOVE TOP OF "Z" FLASHING WINDOW FLANGE E -z BEAD VINYL WRB LAYER #1, STUGGOWRAP 2X FRAMING MEMBER 2X FRAMING —Z D METAL z FLASHING (OR APPROVED EQUAL) CASING (OR APPROVED EQUAL), � SELF ADHERING FLASHING BUILDING WRAP (W//s FLEXIBLE PVC BACKER ROD MEMBER WRAPPED AROUND FRAMING E -Z BEAD VINYL (OR APPROVED EQUAL) CASING � ' ` INCLUDED) MEMBER WEATHER RESISTIVE BARRIER #I 6" SELF ADHERING FLASHING (W/%s" FLEXIBLE PVC BACKER ROD) APPLY FULL BED OF 6" SELF -ADHERING FLASHING E -Z BEAD VINYL (OR APPROVED EQUAL) SEALANT BETWEEN WOOD SHEATHING CASING (W//a FLEXIBLE PVC BACKER %8" THICK, 3 COAT CEMENT PLASTER DETAIL EXPLODED FOR ROD) FLANGE � BUILDING WRAP CLARITY WEATHER RESISTIVE BARRIER 11 WEATHER RESISTIVE BARRIER 12 WEATHER RESISTIVE BARRIER 12 SIDING TO STUCCO U,-;7;jZ BEAD WINDOW CASING 6 C FRAME TO FRAME TRANSITION SCALE: N.T.S. A R C H I T E C T S Desn eGroup Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � VIII �ommoom n SUBDIV. & LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#: R2065.127/00001 PAGE: WALL ASSEMBLY DETAILS DATE: 9/11/18 SCALE: 1/4"=1'-0" SHEET WA4 CUT HOU5EWRAP AT 45° ANGLE MODIFIED '1' CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL TEMPORARILY FOLD -UP SECURE HOUSEWRAP (O _.. �. P UNDER) at HEA STEP I WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) 1 u SCALE: KTs. (FRAME) WALL FLASHING INSTALLATION ' DETAIL MASONRY 18A ALE: KTs. FOLD HOUSEWRA IN AT JAMBS 4 51L SLOPE SILL R.O. T EXTERIO INSTALL 6' 5ELF-ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN I' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN STEP 2 ALIGN FLEXIBLE 5ELF-ADHERING ' 5HING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, 5TAPLE5)' INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL APPLY 3/a' NOM. CONTINUOUS BEAD OF SEALANT AT JAM55 APPLY TO BACK 41LING FLANGE IN PUNCHED HOLES OR SLOTS. NOTE: 1. IT 15 THE CONTACTORS RE5PON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOU5EWRAP, SEALANTS & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT OVER VINYL HEAD G (WITH END DAMS) NAILING FLANGE EXTEND 5ELF-ADHERING FLASHING I' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP SUPER STRETCH BUTYL FLASHING �.,.:ND DAMS REQ'D. AT EACH END OF SILL oir,r f " MIN. TEXTURED %EMENTITIOU5 COATING )VER BLOCK �15EWRAP DOWN 8 DIAGONAL CUT $ -IEAD OF WINDOW STEP 4 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE 5ELF-ADHERING 5TRETCHA5LE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE I MANUFACTURERS WRI1 IN5TRUCTI APPLY MEMBRANE FLASHING OVER JOINT oir,r 0 (o" WIDE ADHESIVE LEXIBLE FLASHING R DRIP GAP JOINT TO -WRAP 5T-20XL APPROVED EQUAL) STEP 5 01 L'1 a �vava• MIN. TEXTURED = $" MIN. TEXTURED MIN. TEXTURED EMENTITIOUS COATING CEMENTITIOU5 COATING CEMENTITIOUS COATING VER BLOCK OVER FRAME OVER FRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS e") (MIN. THICKNESS 8") (MIN. THICKNESS 8") ORLANDO/TAMPA SIDING LOOK ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA MINIMUM STUCCO THICKNESS 19 SCALE: KTs. STUCCO OVER FRAME (MIN. THICKNESS 8") SIDING LOOK S. FLORIDA A R C H I T E C T S GDesi FI rou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #:0003325 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT 127) MODEL: LARGO (VERSION#01) PROJECT#: R2065.127/00001 PAGE: WALL ASSEMBLY DETAILS DATE: 9/11/18 SCALE: 1/4"=1'-0" SHEE T