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HomeMy WebLinkAbout3846 Crawley Down Lp 18-2794 (a)AjL uo VERSION 0 1 FOR: ryanho es.com • STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION SHEET # DESCRIPTION • FLORIDA BUILDING CODE RESIDENTIAL A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET (FBCR), 6TH EDITION(2017) RYAN HOMES — ORLANDO ALT. ALTERNATE MFR. MANUFACTURER CS COVER SHEET 4307 VINELAND ROAD, SUITE 102 AMP. AMPERAGE MIN. MINIMUM GN GENERAL NOTES ORLANDO, FL 32811 • ALL LOCAL AND STATE CODES BD. BOARD MTD. MOUNTED 1 FRONT & REAR ELEVATIONS CL CENTER LINE MTL. METAL CAB. CABINET N.T.S. NOT TO SCALE 2 LEFT & RIGHT ELEVATIONS RYAN HOMES — TAMPA • OCCUPANCY — RESIDENTIAL, GROUP R3 CLG. CEILING O.C. ON CENTER 3 FIRST FLOOR PLAN 1409 TECH BLVD., SUITE 202 • CONSTRUCTION TYPE — VB CLR. CLEAR PL PROPERTY LINE 4 SECOND FLOOR PLAN CONC. CONCRETE P.B. PUSH BUTTON TAMPA, FL 33619 • MIN. INTERIOR FINISH — CLASS C COND. CONDENSER PH. PHONE 5 FOUNDATION PLAN • BASIC WIND SPEED — VULT = 150 MPH CPT. CARPET PLT. PLATE 5A FOUNDATION DETAILS C.T. CERAMIC TILE PLYWD. PLYWOOD VASD = 116 MPH D. DRYER PR. PAIR 5B DOWEL PLAN • RISK CATEGORY — II DBL. DOUBLE P.T. PRESSURE TREATED 5C LINTEL PLAN TS • EXPOSURE CATEGORY — EXPOSURE C D.G. DUAL GLAZED R. RISER CAS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: DIA. DIAMETER RAD. RADIUS 5D LINTEL PLAN (CAST—CRETE) RESIDENCE • 1—STORY DIM, DIMENSION R.A.G. RETURN AIR GRILL 5E LINTEL PLAN (QUALITY PRECAST) o 2—STORY RESIDENCE — MAX. HEIGHT AS PER DISP. DISPOSAL JAMES CANTWELLDP. DEEP REF. REFRIGERATOR 6 FIRST FLOOR FRAMING PLAN LOCAL AND STATE CODES DR. DOOR RM. ROOM 7 SECOND FLOOR ROOF FRAMING PLAN AR NO. 12079 D.S. DOWNSPOUT R.O. ROUGH OPENING DTL. DETAIL S.D. SMOKE DETECTOR 8 ENTRY FRAMING SECTION 8c EXPOSURE S U R E C AT E G 0 RY A.B. DESIGN GROUP, INC. WIND SPEED D.W. DISHWASHER S.H. SINGLE HUNG 9 FIRST FLOOR ELECTRICAL PLAN EA. EACH SHT. SHEET 9.1 SECOND FLOOR ELECTRICAL PLAN 1441, NORTH RONALD REAGAN BLVD. BY COMMUNITY ELEV. ELEVATION SHTHG. SHEATHING LONGWOOD, FLORIDA 32750 EQ. EQUAL SSHOWER Fax: (407) 774-4078 Tel: (407) 774-6078 EXIL EXHAUST Sim. M. SIMILAR D1 SECTIONS/DETAILS EXT. EXTERIOR SL. SLIDING AYERSWORTH GLEN 150—B F.G./FX. FIXED GLASS SL. GL. SLIDING GLASS D2 SECTIONS/DETAILS F.G. FUEL GAS STD. STANDARD D3 SECTIONS/DETAILS BAYBERRY WOODS 150—B FIN. FINISH TEMP. TEMPERED GLASS D4 SECTIONS/DETAILS FLR. FLOOR THK. THICK CARRIAGE POINT 150—B FLUOR. FLUORESCENT T.O.C. TOP OF CURB D5 SECTIONS/DETAILS FR. DR. FRENCH DOOR T.O.P. TOP OF PLATE D6 SECTIONS/DETAILS CHAMPION'S RESERVE 140—B FTG. FOOTING T.O.S. TOP OF SLAB D7 WINDOW SCHEDULE GA. GAUGE TYP. TYPICAL CREEK SIDE 140—B GAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED CYPRESS PRESERVE 139—C G.F.I. GROUND -FAULT CIRCUIT OTHERWISE WA1 WALL ASSEMBLY DETAILS DRAWING / CONTRACT DOCUMENT INTERRUPTER V.P. VAPOR PROOF WA2 WALL ASSEMBLY DETAILS HIGHLAND MEADOWS 140—B GL. GLASS W. WASHER WA3 WALL ASSEMBLY DETAILS REVIEW BY BUILDERGYP. BD. GYPSUM BOARD wi WITH WA4 WALL ASSEMBLY DETAILS KENSINGTON RESERVE 140—B H.B. HOSE BIB WD. WOOD WA5 WALL ASSEMBLY DETAILS H.CINDOW LAKES AT LUCERNE 140—B M HOLLOWCOREW/H WATER HDR. HEADER W/H WATER HEATER THE BUILDER ASSUMES ALL LIABILITY FOR LUCAYA LAKE CLUB 150—C HGT.ORHT HEIGHT W.I. WROUGHTIRON INSUL. INSULATION INTERPRETATION OF THE CONTRACT DOCUMENTS. McCORMICK RESERVE 140—B INT. INTERIOR IF ANY ASPECT OF THE CONSTRUCTION (AS OCOEE PINES 140—B ) DESCRIBED IN THIS DRAWING SET ARE UNCLEAR ORCHID ESTATES 140—B S Q . FT . CALC .' S AND IN NEED OF FURTHER DETAILING OR OSPREY LANDING 150—C EXPLANATION IN ORDER TO BUILD THIS PROJECT SERENOA 140—B BASED ON THIS DRAWING SET, THE CORRECT SHADOW RIDGE 140—B IST FFR.. LIVING 1,265 SQ. FT. LIVING 1504 SQ. FT. 2ND FLR LIVING PROCEDURE IS FOR THE BUILDER TO SUBMIT A SOUTHFORK LAKES 150—B WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO VICTORIA TRAIL 140—B TOTAL LIVING 2,169 SQ. FT. THE ARCHITECT OR ENGINEER FOR CLARIFICATION. ENTRY 40 SQ. FT, AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN THESE PLANS ARE DESIGNED AND ENGINEERED GARAGE 4415 SQ. FT, RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY FOR A WIND SPEED AND EXPOSURE CATEGORY OF LANAI 260 SQ, FT. MANNER. AB DESIGN GROUP TAKES NO 150—C RESPECTIVELY. IN THE CONDITION THAT RESPONSIBILITY FOR INTERPRETATIONS OF THIS HOME IS BUILT IN A WIND SPEED AND TOTAL 2,916 SQ. FT. CONSTRUCTION BY THE BUILDER WHEN NO RFI's EXPOSURE CATEGORY LESS THAN 150—C, PLEASE HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF REFER TO GENERAL NOTES SHEET (GN), SECTION THE CONSTRUCTION BASED ON THE DRAWING SET. TIMBER, NOTE 20 FOR EXTERIOR STUD SPACING. A R C H I T E C T S /Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � ft ft 11111111111 \1mmmmmmmmv fl0 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/10181 PAGE: COVER SHEET ARCHITECT STATE OF FLORIDA "j���f6 JAMES ' ANTWELL AR O 12079 mmoo -14 DATE 8/4/18 SC :1/4"=1'-0" SHEET OP' 9 GENERAL NOTES a 3. 4. 5. 6. 7. 8. 9. 10, 13. 14. 15. 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 /PSF) Al SLEEPING ROOMS 30 A.2. ATTICS W/ STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 A.4. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 Al. STAIRS 40 A.8, ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS /PSF) B.1. ALL AREAS 10 C. ROOF LIVE LOADS ** CA. *" MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD /PSF) D.I. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.1. 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 ±0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (LSF) F.1. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL 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 A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS 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 A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 3. AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 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 Y2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YrINCH GYPSUM BOARD OR EQUIVALENT. ~rr- ur^r%li 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION, AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. 4. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. 5. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 6. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN 1/2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 8. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 9. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 10. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 11. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 12. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 13, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CON�� 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 3/.". 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 Y4". 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES 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). ■t • AA\�r1v 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 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN '/+ 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 AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM 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 3* B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.1. #5, W31 OR D31 AND SMALLER 2' C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.I. #11 AND SMALLER 34 D. BEAMS & COLUMNS: " D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS IW 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 EFFICENT 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. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.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.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007) E. APA - THE ENGINEERED WOOD ASSOCIATION: E.I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb =1,100 PSI Fv =175 PSI E =1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE -1 OR 1/2' CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE -1 OR 5/8" CDX PLYWOOD OR 15/32" APA -RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE'/+" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD OR 15/32' APA -RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9W). 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-0" WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 15OMPH/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 8137.5 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 %' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH'h" 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 y" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 3. LATH & ACCESORIES PER ASTM -C -1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM -C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM -C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H I T E C T S Group -Inc. Design 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �000000000� SUBDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: GENERAL NOTES ARCHITECT - STATE OF FLORIDA cf j�%i1 #477s D 5 6/4/18 S)& -ALE: 1/4 P$ =1 I - 0" SHEET G NOF 9 STUCCO DETAIL 1 SCALE: 3/. ■ 1'-0' M� S� 6' WIDE RAISED BAND INCs (TYP.) HEADER DETAIL ( ' 6' WIDE RAISED BAND ING (TYP) � +1 3 BAN/DING DETAIL N N V SHUTTER DETAIL 4 SCALE: 3/4.1'-0' 1" �311�, 1'-4M it t, �• i3"i 1 D&AN4 ■ i' In RAISED BAND ARCH (TYP.) ATTIC VENT CALCS CALLS AREA OF ATTIC +1 NET FREE VENTILATION AREA REQUIRED (1/150) S" 10" 11- " SHUTTER DETAIL 4 SCALE: 3/4.1'-0' 1" �311�, 1'-4M it t, �• i3"i 1 D&AN4 ■ i' In RAISED BAND ARCH (TYP.) ATTIC VENT CALCS CALLS 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 -1N. SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF REQUIRED IF OF SOFFIT VENTILATION 8 LF PROVIDED IF OF SOFFIT VENTILATION 1 431 IF 2ND FLOOR ATTIC VENT CALLS AREA OF ATTIC 1250 SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/300) 4.17 SQ.FT. REQUIRED VENTILATION AREA (4.17 x 144) 600.0 SQ -1N. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 600.0) 300.0 SQ IN OFF RIDGE VENTILATION AREA 115 SQ.IN./VW 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 IF OF SOFFIT VENTILATION 151 LF LANAI ATTIC VENT CALCS AREA OF ATTIC 300 SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/150) 2.00 SQ.FT. REQUIRED VENTILATION AREA (2.00 x 144) 288.0 SUN. SOFFIT VENT VENTILATION PER LF 11.74 SQ.IK./LF REQUIRED IF OF SOFFIT VENTILATION 25y: PROVIDED LF OF SOFFIT VENTILATION I 50 LF 10'-& 3/4" 2ND BRG. HGT. 1'-O" 6' WIDE RAISED BAND (TYP) TEXTURED CEMENTIOUS COATING PER (ASTM 092(o) (TYP) 10'-a 3/4" 2ND F.F. 6' WIDE RAISED BAND a (TYP) STONE VENEER 0'-0" FIN, FLR. SHINGLES 12 �— t FRONT ELEVATION SCALE: 1/4 = 1'-0' ELEVATION '8" 12 5� OFF -RIDGE VENT CTEXTURED CEMENTIOUS COATING PER (ASTM C926) 0 (TYP) r 12 10'-8 3/4" 2ND F.F. 9'-4" BIRG, HGT.,i, 0'-0" HDR. HGT. 0'-0" FIN. FLR.— REAR ELEVATION SCALE: 1/4 = 1'-0' ELEVATION 'B' 6' WIDE RAISED BAND ARCH (TYP.) ,418'-S 3/4" 2ND BRG. HC -;T. W/ 8' HEEL DECO SHUTTER ,,.—TEXTURED CEMENTIOUS COATING PER (ASTM C926) (TYP) 10'-8 3/4" 2ND F.F. ,49'-4' BRG. HGT. TEXTURED CEMENTIOUS COATING PER (ASTM C926) (TYP) —6' WIDE RAISED BAND (TYP) �— STONE VENEER r40'-0" FIN. FLR. _ SIS' -S 3/4" 2ND BRG. HGT. lU/ 8' HEEL ,410'-8 3/4" 2ND F.F. 5RG. HGT, HDR. HGT, TEXTURED CEMENTIOUS COATING PER (ASTM C926) (TYP) T _ 0'-O" FIN. FLR. rA R C H I T E C TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: FRONT & REAR ELEVATIONS ARCHITECT - STATE OF FLORIDA 11l>il� D lll)'riuo DAYE: 6/4/18 S EET OF 9 \000000000 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: FRONT & REAR ELEVATIONS ARCHITECT - STATE OF FLORIDA 11l>il� D lll)'riuo DAYE: 6/4/18 S EET OF 9 18'-& 3/4" 2ND 5RCx. HGT. _ ------ LU/ __L/ 0" HEEL 12 3 10'-8 3/4" 2ND F.F. 9'-4" 5RG. HGT. 0'-0" HDR, HGT,r, I r--- + Y V- 2 I 18'-8 3/4' 2ND 5RG, HGT. OL — — W1 8" HEEL OFF -RIDGE VENT SHINGLES CTEXTURED CEMENTIOUS COATING PER (ASTM C926) (TYP) —) 11-0 11 -ID" N SGS CTEXTURED CEMENTIOUS COATING PER (ASTM Mo) (TYP) —) LEFT ELEVATION SCALE: 1/4 = 1'-0' ELEVATION '5' 5 OFF -RIDGE VENT 3/4" 2ND 5RCs, HGsT. UJ/ 0' HEEL '-ID" I \, --]I -o 11-IDII 10'-S 3/4" 2ND F.F. 4e' - 4" 5RG. HGT- J45,_0 l, GT.d8'-ID" HDR. HGT. -011 21-m1 0' FIN. FL R. X15'-8 3/4" 2ND 5RG. HGT. HEEL 1' -ID" CTEXTURED CEMENTIOUS COATING PER (ASTM Mo) (Ty"')� � I II _ 1 -ID 1212 {- lID'-S 3/4" 2ND F.RoL _ _ _ _ _ _ _ _ _ _ _ — _ _ — _ — _ — _ _ 10'-S 3/4' 2ND F.F. I -F— Y 9' - 4" SRG. HGT. oL _ _ _ _ ------ — -------- _ 19_ _ _ _ ------ ,4`3' - 4" 5RG. HGT. 8' -ID" HDR. HCxT._ _ _ _ _ _ _ _ _ _ — — _ _ _ — — _ — _ _ _ _ _ _ _ _ _ �S'-ID" HDR. HCsT. 7+ / 1'-0 11-211 CTEXTURED CEMENTIOUS 21 -SII COATING PER (ASTM 092(o) N (Tarp) ID' -ID" FIN. FLR,oL — —— — — — — — — — — — — — — — ------- — — — — SID' -ID" FIN. FLR, ISI GAIT ELEVATION SCALE: 1/4 = 1'-0' ELEVATION '5' A R C H I T E C T S Design Group �n�.12 wrvuwuvu, M JZ iau PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA # 0003325 SVBIDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: LEFT & RIGHT ELEVATIONS ARCHITECT- STATE OF FLORIDA 2pJ� DA E: 6/4/18 S ALE:1/4"=1'-0" 3EET OP' 9 �III'I"II' �0vovv0vovr SVBIDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: LEFT & RIGHT ELEVATIONS ARCHITECT- STATE OF FLORIDA 2pJ� DA E: 6/4/18 S ALE:1/4"=1'-0" 3EET OP' 9 EXTERIOR MASONRY WALL 5R3. HEIGHTS 9'-4' BRCa. LOAD BRCS. WALL NON -5R3. WALL CObPONB, f AND CLADDM WW LOADS BASIC WILD EXPOSURE FOR 3 SEOOPD GUSTS CALL i SQ.FT. CALC.'S ZONE 150 MPH WILD 1 IST FLR. LIVING 2ND FLR. LIVING 904 1,265 SQ. FT. SQ. FT. 24.80/-30.16 TOTAL LIVING ENTRY GARAGE LANAI 2,169 40 449 260 60. FT, SQ. FT. SQ. FT, SQ. FT. 2 24 3080 DR TOTAL 2,918 SQ. FT, 11 25 -SH 4 EXTERIOR MASONRY WALL 5R3. HEIGHTS 9'-4' BRCa. LOAD BRCS. WALL NON -5R3. WALL CObPONB, f AND CLADDM WW LOADS BASIC WILD EXPOSURE FOR 3 SEOOPD GUSTS CALL i SOUAFE FOOTAGE "AM DESK NATION ZONE 150 MPH WILD 1 112 16'-01D1'-0' 5 24.80/-30.16 2 24 3080 DR 4 21.15/-3605 3 11 25 -SH 4 28.45/-30.95 3A 11 25 -SH 5 28.45/-31.46 35 33 (2) 25 -SH 5 21.13/-3480 4 j 64 j 6080 SGD 5 2631/-3330 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT =150 / VASO =116 MPH B. INTERNAL PRESSURE COEFFICENT=+ .18 C. RISK CATEGORY=TYPE II 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 5E MULTIPLIED 5Y 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. F TO DRYWALL INSTALLATION ON ALL FRAMING MI=NIBPRS 2'-0' FROM THE FMISN WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY CABINET m • tb' O.C. SECTION F a FIRST FLOOR PLAIN SCALE: 1/4 = 1'-0' ELEVATION '13' A R C H I T E C T S -) DesoinGrou��. PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 41-011 261-01' 5" ;n X6 F.T. POST W/ WD. X6 P.T. POST W/ WD. WRAP TO T-8' AFF. WRAP TO 1'-8' AFF. -________ _________ _______-- BOX BEAM TO MATCH X BEAM TO MATCH LANAI COLUMN WIDT (� COLUMN WIDTH IN (2) 25 -SH 6080 SGD LL — — — — — — O 3A \000000000 @ 0 GREAT ROOM 0 0 0 28'-4'x15'-0' -4' CLC i[1 AN n i n 5-2 i n 9 -0 i " 5-6 O 4X6 N X6 POST POST LBW C —X -------------- _ LBW 4 -SH T L ____ ___� �, -' PANTRY �' i @ FED SINK __ cv F� i1 n - @ PDR -_' e e i X V-8' CLG. 1,� i i �� i ►n SINK DW;- - KITCHEN of N = 9'-4' C -G. - -' ° MUD ROOM 1—uj-c� `V @ T T 9'4' C -G. T N _______ RANGE f-------- - — — T 0 FOYER REF. v4gt= BL. STUD 8 M.T. o C -� VENT MIUAVE TO EXTERIOR V50LLAW N 4' 3' - ON 2 CAR GARAGE 20'901x20'-4' d L DING2 �t -8" 2'-0"H 15'-6" 1 ENTRY r- `t 9'-4' CLG. C., ------- HB � 0 STONE - VENEE — ------------ LINE OF 2ND FLOOR ABOVE ---------- 16'-0' X 1'-0' OHGD N I lei if= OTONE 2'-8" VENEER 21'-4" 30'-0" FIRST FLOOR PLAIN SCALE: 1/4 = 1'-0' ELEVATION '13' A R C H I T E C T S -) DesoinGrou��. PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: FIRST FLOOR PLAN ARCHITECT - STATE OF FLORIDA DA : 6/4/18 S , ALL: 1/4"=l'—O" HEET or 9 IN \000000000 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: FIRST FLOOR PLAN ARCHITECT - STATE OF FLORIDA DA : 6/4/18 S , ALL: 1/4"=l'—O" HEET or 9 COMPONENT AND CLADDINIG WIND LOADS BASIC WIND EXPOSWE IR -ISH FOR 3 SECOND GUSTS 4 -SH CALL ti FOOTAGE DESIGNATION ZONE OF9 150 NPH VMD 1 15 28/65/-3185 EEGRESS,5 OWNER'S SUITE r IA 15 SSS 4 28b5/-31.14 Post 8'-0' CLG. 11A r E3050-SH 4X4 15 15 3050M -PSH 5 28b5/-31.85 TE 2 15 5 28b5/-3785 SMP" EGRESS bOX34' 30<22 ATTIC 3 15 3050 -SH 4 ACCESSILA' 28b5/-31.14 TEMP 4 15 3050 -SH 5 28/65/-31.85 EGRESS 4A 15 4 28/65/-31.14 EGRESSS 5 12 304 -- 5 29.08/-38.10 TPI 6 15E3 4 140000000001 28/65/-31.14 (REQ WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT =150 / VASD = I16 MPH 5. INTERNAL PRESSURE COEFFICENT-+ .1S C. RISK CATEGORY = TYPE 11 D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS t CLADDING: PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 06 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. FNOTE;TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS 2'-0' FROM THE FINISH WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY 3/4' TTG SUB FLOOR GLUED t SCREWED PER NAILING &_I-EDULE PRE -ENG. FLR. 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 oL 10'-8 3/4' 2ND. FIN. FLR. OL V-4' BRC". HT. iw 42' NIGH j WALL �— (3) 2x12 SYP STRINGERS SECURED W/ 12d NAILS ® 6'-9' O.C. /-- 2xI2 S.Y.P. TREAD 2x4 RE-INFORCING ® EA. 2x12 STRINGER �— J' KICKPL.ATE -2x12 STRINGER TO SIT ON LANDING (5EYOND) �— 3/4' T JIG SUB FLOOR GLUED t NAILED DBL. 2x6 LEDGER SECURED TO BLOCK W/ 3/16' TAP CONS MIN. 1 1/4' EMB. * 24' O.C. STAGGERED 0'-0' FIN, FLR. 2x4 P.T. PLATE SECURE UJ/ 106 CUT NAILS 16' O.G. MAX. STAIR SECTION: 9 ' —4" BRIG. HT. 1/2 = 1'-0' III -- LINE OF IST FLOOR BELOW I I I I 301-011 I 2'-2" 13'-4" 5'-4" 2'-0" 6'-5" 2'-11" I O 3050 -SH 4A EGRESS 4'-2" IZ 11'-2" 3 LOFT DN 8'-0' CLG. 2' H. 1/2 WALL W/ WOOD CAP O r � N �t dJ 4X8 Post � C4 BEDROOM 2 10'-10'X11'-0' ' 8'-0' CLG. N 4' -go, �I_QII 4' -2L' -/r--- I W.I.C. 8'-0CLC ME � 3050 O IR -16H �----- TEMP EGRESS I W.I.C. I 8'-0' CLG. I LINE OF IST — FLOOR BELOW 11, r -BEDROOM ., IN I LAUNDRY i i ' 1 8 8-0' � Ull C IT _� O N i I ii 4 -SH iI CIA L___ -L �4 •• ® WC C CIT AV V BATH 1 2'-1111 s DBL. STUI BEDROOM 3 0 14'-0'x10'-0' r I 1B 3050-$H 3050 -SH IA EGRESS 0 TEMP EGRESS -------- ---- LINE OF 1St----- -- FLOOR BELOW 6'-6' 2'-2" 3'-6 '1'-2" -f'-2" 3'-0 '1 /Iz AL 41_211 41-r" 6'-%" 14'-8" al -all 21'-4* SECOND FLOOR PLAN SCALE: 1/4 = l'-0' ELEVATION 'B' tu u(o .2 4X4 POST m I r -A R C H I T E C TS LUNUVVUUU, rL JZ f0U PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r IR -ISH SC :1/4"=1'-0" 4 -SH SHEET A OF9 I W.I.C. LAVL AV L VJ'a OWNER'S SUITE r OWNER'S BATH 131-01x16'-0' W-0' CLG. Post 8'-0' CLG. 11A r 6 C T 4X4 POSt--,,� .b bOX34' 30<22 ATTIC T- C — JS AN ACCESSILA' _' 14' SEAL 21' AFF, 4'-2" IZ 11'-2" 3 LOFT DN 8'-0' CLG. 2' H. 1/2 WALL W/ WOOD CAP O r � N �t dJ 4X8 Post � C4 BEDROOM 2 10'-10'X11'-0' ' 8'-0' CLG. N 4' -go, �I_QII 4' -2L' -/r--- I W.I.C. 8'-0CLC ME � 3050 O IR -16H �----- TEMP EGRESS I W.I.C. I 8'-0' CLG. I LINE OF IST — FLOOR BELOW 11, r -BEDROOM ., IN I LAUNDRY i i ' 1 8 8-0' � Ull C IT _� O N i I ii 4 -SH iI CIA L___ -L �4 •• ® WC C CIT AV V BATH 1 2'-1111 s DBL. STUI BEDROOM 3 0 14'-0'x10'-0' r I 1B 3050-$H 3050 -SH IA EGRESS 0 TEMP EGRESS -------- ---- LINE OF 1St----- -- FLOOR BELOW 6'-6' 2'-2" 3'-6 '1'-2" -f'-2" 3'-0 '1 /Iz AL 41_211 41-r" 6'-%" 14'-8" al -all 21'-4* SECOND FLOOR PLAN SCALE: 1/4 = l'-0' ELEVATION 'B' tu u(o .2 4X4 POST m I r -A R C H I T E C TS LUNUVVUUU, rL JZ f0U PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r 6/4/18 SC :1/4"=1'-0" SHEET A OF9 � ft 11111111111 140000000001 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: SECOND FLOOR P LAN ARCHITECT STATE OF FLORIDA DAT : 6/4/18 SC :1/4"=1'-0" SHEET A OF9 SECURE STRAP TO CONC. UJ/ (2) 3/16'x2' TAPCONS 3 1/2' Ti SIMPSON UJB ROLL STRAP OR EQUAL GONG. SLAB "SECURE STRAP 10 UNIT UJ/ (2) "8x1 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL 24'x W/ ( WA' FOUNDATION 1/4 = 1'-0' ELEVATION 'B' NOTE: A/C LINES FROM UNIT TO CONDENSER TO BE RUN UNDERNEATH SLAB OR OVERHEAD PER FIELD CONDITIONS NC. FTG. W/ S EA. WAY IN. 3' COVER rA. R C H I T E C TS GDesign roup inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 " 24'x24'xl2' u 41-0" 2(o' -O" (3) r5 REBAF DA : 6/4/18 SHEET 5 5" 8'-5" S'-4" 8'-511 n ON CHAIRS (4-TYP) .n �n S 8 5A 5A = 8 5A I I � O C3 1/2' CagC. 8 5A SLAB 0 20'-211/ I_211 31_811 l B *-3 1/2" ■ ■■ ■■ ■ NMI IN■ ■ �ovvvvvva� r 3 1/2 GONG, REINED W/ b'xb'-W1.4 x WIA ■ ON 6 -MIL POLY ETHYLENE ■ VAPOR BARRIER ON OL 0'-0' FIN, ELEV, WELL -COMPACTED CLEAN FILL T FIN. CONC. SLAB 2 Q HB I (BORA-CARE SYSTEM) _�F-75,q ^2)6, ( �'�' 14'x24'xl2' CONC. FTG. �, I W/ (3) B REBARS EA. ■ 24'x24'xl2' CONC. M. 9B WAY ON CHAIRS MIN. W/ (3) 15 KEBABS EA. co 5,q 3' COVER WAY ON CHAIRS MIN. 2'--I 1/2" 3' COVER 21_611 9'-10" -1'-2 1/2" N I' PVC CHASE FOR J ELEC. # ISLAND ■7 I PED ___________________ ____ i I 5A SINKi SINK Dal I I a I. I L � � gB - Ra�GRAW-sr: ----- I I 5A ■ e I I ■ � OPT. EXTEND SLAB 11/2' rp 1/2 W14 � �,, 1 2'-6" 4'_pn 21 9n \GOND. N 4/—ICE 2 - 8 Z*PVC '\ i / ��-", i m 0 5A MAKERI ROUGH -IN CHASE ------ 2D ■ I I -STEM UP TO EXTEND END 5A 51.011 31-4n 8,1 BOLLARD 20'-0' 2ND. FLR A/C OF PVC. CHASE UP 12' N ■ 5 I 20 5A GONG. SLAB ■ I 5A EXTEND L • 6A J SLAB 1 1/2' _ ■5A c 3 1/2' CONC., REINFORCED ■ ■ ■ ■ m _� W/ b'xb'-W1.4 x 1111.4 I ON 6 -MIL POLY -3 1/2' ETHYLENE VAPOR 8IL BARRIER ON I r 5A ( 6A —1 Lu WELL -COMPACTED 5A CLEAN FILL (BORA-CARE SYSTEM) ■ �4 31/2' HB 8 CONC. 5A SLAB - -i 1/2' ■ ■■ as ■ 24'x12' CONC. FTG. 5A 9 +5 REBARS EA. r ON CHAIRS MIN. 3' COYER 2'-0" 16'-O" 21_811 21'-4" 30' -o" FOUNDATION 1/4 = 1'-0' ELEVATION 'B' NOTE: A/C LINES FROM UNIT TO CONDENSER TO BE RUN UNDERNEATH SLAB OR OVERHEAD PER FIELD CONDITIONS NC. FTG. W/ S EA. WAY IN. 3' COVER rA. R C H I T E C TS GDesign roup inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SU133DIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: FOUNDATION PLAN ARCHITECT. - STATE OF FLORIDA C�: JAMES AR LL W 12079 DA : 6/4/18 SHEET 5 OF 9 �ovvvvvva� SU133DIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: FOUNDATION PLAN ARCHITECT. - STATE OF FLORIDA C�: JAMES AR LL W 12079 DA : 6/4/18 SHEET 5 OF 9 TEXTURED CEMENTIOUS COATING li) •5 REBAR VERTICALLY 1W CONC. TExnmo CEMENTIOUS COATING PER (ASTM C926) (TYP.) 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PLATE SOLT W/ 2 WASHER SET N ON CHAIRS GARAGE DOOR FOOTING ArrACFr�Nr ,da uu SIMIPaoN SP -4 SIMPSON HIGH STRENGTH 2—STORY FOOTING 2—STORY FOOTING AT 2—STORY FOOTING ecALE=��•U-®' MANUFACTURERS •32'01 MAX EPDXY 6 EMRED.MIN.• 1—STORY FOOTING 6 A AT GARA mE 6 B GARAGE BLK.m WALL 6 C AT GARA mE SPECS. FILL FLR 3r OC MAX. 6 AT GARAGE ' 3 I/2' CONC, RE W. W/ iI WIAALAA WWF OR SECURE ST. PLATE TO SLAB W/ JW ANCHOR \ \ z W POLY ETH ONE VA TE TREATED FILL SECURE DT. PLATE TO DOLT UW/ 2' ULASFUER SET IN PDARNER ON OLY ETHYLENE VAPOR SLK .(1) U0d MASONRY EPDXY bWE04 STP. MIN. • PAVERS , p6� � 4' 8' 4' WELL -COMPACTED CLEAN NAILS 32' OAC (MAX) z 32. OC MAX z I CONT. 1'-0' "� U I'-4' (E II ��R ON CF{AIRS POURED LINTEL CONT. (TYPJ ll) Ob REBAR SET W SIMII HKsFW 1—STORY FOOTING ,•., S atiu FILLED CELL (TYP.) z " STRENGTH EPDXY 6' EMISED. MIN. TRENCH FOOTING .� 2X WALL. FRAMING A AT ALL PAVER AREAb AT L.B.W. W UPLIFT Vis.. 3 I/2' C:OPIC, REINF. W/ (3)9>eh• ANCHOR DOLTS or (3UVt'XS' • ° • 3 1/2' C414C., RE INF. W/ J -BOLTS MIN. b' EMMEDMENT W/ 2'4*> S' j'� •�;-� ° bhtb' WL4xUWl4 WIWF OR 61x6' WI4xWl4 Ua1F OR WASHER AND NUT SPACED EVENLY FROM Z FIDERI"BSH ON 6 -ML FIBERMESH ON 6 -MIL FLOOR TO BOND SEAM. SET IN JOINTS POLY ETHYLENE VAPOR F PRIOR TO FILLING. (SLEEVED ANCHOR IN 3 1/2' CONC, RE INF. W/ 6hu6' `^ 4' S' 4• SARRIER ON ;,� U POLY ETHYLENE VAPOR SOLID POUR ACCEPTABLE RETROFIT) °'° < d WL4xWA WWF OR FISEII ON 0'-0' FIN. FLR DELL -C CII IPACTED CLEAN �4',I'-0' 4' BARRIER ON1'_4• TERMITE TREATED FILLWELL-C:OMIPACTU� CLEAN . � 4111. 6 -MIL POLY ETHYLENE VAPOR (Z) •b RESAR ON CHAIRS I' -S' TERMITE TREATED FILL DARNER ON UWEL.L-COMPACTED (3) �5 RESAR ON CHAIRS CLEAN TERMITE TREATED FILL d d ° ° GROUTED BOND BEAM TYP. RETROFIT FOR 1—STORY FOOTING 2—STORY FOOTING EXT./INT. FRAME WALL TO VANES MR L.B.W. W NO—UPLIFT AT L.B.W. BLOCK WALL CONNECTION A OMITTED DOWELS TIE ORIZAAU_ RESAR ° 9 sGa E_ •1 RE A RW10' NAL 9 VU'■I'-o' • ' 1 SCALE= i/2'■I' SCALE, • - i RESAR W/ HOOK TO H£RRIZATTI ALCAL D ^ U 6' PVC CHASE TIM FOOTING GROUTED DOND BEAM _ ° .. RI_B4R wr im' HOOK 1 -STORY VARIES PER ELEV.VARIES PER ELEV. 6. VARIES 8' (2) M5 RESAR ON CHAIR6 � d CAULK AND SEAL 2 -STORY Z ° . d ° / ' 3' 3' (3) 0) RESAR ON CHAIRS E GROUTED BOND BEAU 1 ° (2) 45 RESAR • i -STORY d _C d. �+ (3) 9 RESAR • 2 -STORY v =n d d < OUTSIDE REBAR TO DE � L� � OUTSIDE ��y RI (11)�y�S RREEDAURED �R� VERTICALLY W/ CONC. I �' PVC SLEEVE FOR GAS LINE R-4.1 NOLIL. MIK �\,x\i,��i��\/ S' CMU d i/2' GYP. WL ED. (i) 05-CONT.—WOOD EASE p ° z U VY DRYWALL 2'-1' MIN. LAP L Q w , SHOWER RECESS FOOTER J a 6' MIiLPPOLLY°RFEHY'L.E VAPOR 1 O SCALE= I'■I'-0' WOOD BASE @>WR LAP AT FOOTING DARNER ON WELL-0121PACTED CL CLEANOUT REQUIRED IL CLEANOUT REG�UIRED CLEAN I EIII ITE TREATED FILL FOR IN6PECTION FOR INSPECTION I' RECESS FOR a z SrCs D. TRACK a a a a a. 4. 1 de w " 6' FINISH iq.00R q� b' PVC CHASE THRJ FOOTING ° 01-01 FIN. FLR 0'-01 FIN. FLR a - • .' ° TIE VERTICAL REBAR ° TIE VERTICAL REBAR w a 4 (I) M3 VERT. DOWEL d °d a TO HORIZATIONAL ° ad d " 10 HORIZATIONAL LAPPED W/ BOND BEAM _ ° a. a RESAR UW/ 10' HOOK a. REDAR W/ 10• HOOK (1)'b REBAR AT CONI Eft LQ 1 -STORY . d . d W/ 25' LAP MIN. in U [41.8' [4'[ (2) Ob REBAR ON CHAIRS . a 8. a 1._4. 2 -STORY 1 (3) �3 RESAR ON CHAIRS L °4�a4 is HORIZONTAL/ VERTICAL d 1—STORY FOOTING HORIZONTAL/ VERTICAL REINFORCING AT SLAB AT S.G.D. GAS LINE THRU BLOCK TYP. REBAR LAP W BLOCK WALL E REINFORmCING F BEARING CHANGE 11 SCALE= 1'•I' G OC AT LINTEL • CORNERS D ._ • _ rA It C FI IT E C Ts Desi Grouo2c. LuimuvYVVU, rL3LIOU PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \0000000001 SUSDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: FOUNDATION DETAILS ARCHITECT STATE OF FLORIDA DA": 6/4/18 S A :1/4"=1'-0" StIEET 5 Aor 9 rA R C H I T E C TS Des'ionGrou��. FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 14'-10 13'—Qn Glm' - lfd" 101-2" 3'-4" ■ li' -S" 25'-4" `n 26'-m" ■ - ct� ■ cn �OODDOODOOJ N ■ N ■ m �t N � @ ■ �t TK ■ N ■ @ i � ■ N N ■ i m � - Los -� ■ 1'-8" e N ■ ■ ■ ■ ■ ■ 19' -fall DOWEL P SCALE: 1/4 = 1'-0' ELEVATION '13' rA R C H I T E C TS Des'ionGrou��. FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 SVBDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: DOWEL PLAN MEMO ARCHITECT - STATE OF FLORIDA C JAM$ANTWELL A 12079 (DA;: 6/4/18 s ALE: 1 /4"=1' - O" SHEET 5BOF 9 �OODDOODOOJ SVBDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: DOWEL PLAN MEMO ARCHITECT - STATE OF FLORIDA C JAM$ANTWELL A 12079 (DA;: 6/4/18 s ALE: 1 /4"=1' - O" SHEET 5BOF 9 42, - - II II II II II II LANAI II II II II II II II II (2) 25 -SH 60x0 sw GREAT ROOM 9'-4' CEG x------------------------- OL-----__ -_� - - - - - - - PDR I O� i>< KITCHEN I I O _ i I FOYER 0 O -------------�----------- Ji 9'-4' CEG. O ENTRY L-2 9'-4' CLC. 2 CAR GARAGE PANTRY III III MUD ROOM 1 9'-4' CEG. 16'-0' X 1'-0' OHGD L-1 ---------------------- LINTEL LAN SCALE: 1/4 = 1'-0' ELEVATION GENERAL NOTES: I. CODES 1.1. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017), SECTIONS 8402.2 a 8606 1.2, FLORIDA BUILDING: CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS IS012 4 210-7. 1.3. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE CACI 318-08)- 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10). 2. CONCRETE: 21 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1. PRE -CAST LU/STANDARD REINFORCEMENT -4000 P51 2.12. PRE -CAST W/PRE5TRE55 REINFORCEMENT -6000 PSI 2.1.3. GROUT PER ASTM 0416 - 3000 PSI W/ MAX. 3/13' AGGREGATE, 8' TO 11' SLUMP. 22. REINFORCING BARS: 2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A&I5 (GRADE 60) 22.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3. PRE -STRESSED STRANDS ASTM 4416 1 -WIRE, STRESS RELIEVED 210 KSI 2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5. CONCRETING OPERATIONS SHALL COMPLY W17H AGI STANDARDS. 3. MASONRY: 3.1.DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 32.MINIMUM MASONRY UNIT STRENGTH: FM 1500 PSI. 3.3. MORTAR SHALL BE TYPE S. 4. STRUCTURAL: 4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6T1-4 EDITION (2011), SECTION 8606.14 OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION C2DI4), SECTION 2104.1.5 EXTERIOR MASONRY WALL Bim. I8(51ITS LOAD BRC. WALL NON -BR's. WALL TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) 8" x 8" LINTELS _„REL SAFE LATERAL LOADS (PLF) Total Length Twe 8'x8' PLAIN 6118' SOLID 2'-10' Recast 19% 3964 3'-b' Precast 1168 2318 4'-01 Precast 844 1614 4'4' Precast 638 126b 4.8' Precast 586 1163 F-4' Precast bbb 13$5 5'-10' Precast 543 1105 V,4' Precast 634 1364 Recast 612 1288 b'-8' Recast 5l8 1211 T-61 Rust 446 930 1'-8' Recast 425 894 8'-0' Recast 381 814 8'4' Recast 354 145 T-4' Recast 2-11 583 10'4', Recast 192 453 11'-4' Recast 198 620 12'-0' Recast 164 549 17-6' Recast 143 504 13'-4' Recast 116 404 W-0' Recast 59 391 14.8' Prestressed NA 341 15'-4' Prestressed NA 302 IT -4' ''�Prestressed NA 213 19'•4' Restreeeed NA Il6 20'-0' ResUeseed NA 159 21'-4' 1 Prestressed NA 131 22'-4' Prestressed NA 120 24'-0' Prestressed NA 93 NR • Nc. Recommended LNTEL SAFE LATERAL LOADS (PLF) Total Length TFe 8' DOOR HEADER PLAN 8' DOOR HEADER 60LID 3'4 Precast 1112 2011 4'-0' Precast 950 1611 4'-2' Precast 861 $21 4'-4' Precast 185 1306 4'-8' Precast 659 1165 4'-0' Precast 650 1171 6'-8' Precast 504 964 T1. Precast 4-M 18l 8'•8' Precast 356 664 9'-0' Precast 286 535 '\N4T;n LOT TS gr/' CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH, (407) 656 2112 �9 313• 8'X18" KNOCKOUT BLOCK TYPE 3 LINTEL LENGTH 9'-4' COMMENTS NO, T-10' 5RG HT. PRECAST (2) 2 , , • 8/36-5-(UU/(1X PRESTRESSED L-2 4'-6' 8/14-6dUW(0)L RECESSED L-3 4'-0' 8/16-6-flAVoX i L -3A 4'-6' 8/Ib-S-IUU/10X. kA L-35 4'-6' 8/16-5-(1I.U(01L PRECAST L-4 i'-6' 8/Ib-S-l1JU/(111. 2111 L-5 3386 , _ 7/32' STIRRUPS AT 4'-0' cc OR WELDED) NOMINAL WIDTH/HEIGHT OF LINTEL IF ---PLAIN OR SOLID LINTEL 18/16-P-#U/#L1 No. OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY (2) STRANDS 7/16--- 1 ' I ' I ' 1�. 7 WARE STRESS RELIEVED 11N. MIN MIN. MIN CABLE PRESTRESSED 8/16-S-(1) #5/(1) #5 8/16-S-(1) #5/(1) #5 PRECAST PRESTRESSED 31' . L•.. � N2 36. 1) #5 CONTINUOUS TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS (1) #5 CONTINUOUS �9 313• 8'X18" KNOCKOUT BLOCK CLEAR SPAN 3 8'X18' KNOCKOUT BLOCK • •' ''!3000 PSI GROUT PLACED IN FlELD) ="' '• •- ' • • T-10' ..• ; ! PRECAST (2) 2 , , • PLACPOOm INFlOUELTD) : TOP BARS: ' : TOP BARS: i� SEE SCHEDULE (2) R i SEE SCHEDULE •� • (1) #5 CONTINUOUS kA 4815 (1) #5 CONTINUOUS • - 1 fy .yi ,• PRECAST - • - • 1183 2111 7//32' STIRRUPS AT 4'-0' cc (hED OR MELDED) 3386 , _ 7/32' STIRRUPS AT 4'-0' cc OR WELDED) j� PRECAST _kp J� (TIED 2165 AL(PRECAST) 16 2608 -BOTduo TOM SEE SCHEDULE (2) STRANDS 7/16--- 1 ' I ' I ' 1�. 7 WARE STRESS RELIEVED 11N. MIN MIN. MIN CABLE PRESTRESSED 8/16-S-(1) #5/(1) #5 8/16-S-(1) #5/(1) #5 PRECAST PRESTRESSED 31' . L•.. � N2 36. KR -NOT RECOMMENDED TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LNTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH 5PAN gpTTOT-I TOP CAPACITY CAPACITY CAPACITY CAPACITY BAR BAR (075L 11750 (U5L !1 SU 5175E (951.1 (1751- (2)'SU TABLE No 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR (0)-5L (I)SU (USL (U5U 5175E (Il'511 (1751- (2)% TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR (0)5L WSU (1751_ (1751 (175L el)% (175' (2)59 rri,1 TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITYCAPACITY 0 (17 50TTCM BAR TOP BAR (0)5L (1)551- 5115(! (1)51- (1)50 (1751. (2750 TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL PLAN GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR CAPACITY (0)5L (U5U (1 51- (1)59 WSL (1)50 (0051 (2)511 TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LINTEL CLEAR LNTEL TYPE LINTEL STEEL ![.FILLED GRAVITY GRAVITY UPLIFT UPLIFT -ENGTH SPAN GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR CAPACITY (1751- 107511 (USE (VSU 1175L (1759 (ML (2)59 TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LNTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH 51-M CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR (C)5L (I)SLI(ISL (95U f175L (1)5U 11751- (2)% TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT -ENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTGM BAR TOP BAR (0751- (1MU 595E (I)SLI WSL 11750 (I)SL 0,1511 4 TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLR) 8" X 14" RECESS DOOR HEADER LIN7EL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT -ENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR (075_ (1759 !I)5L (P7511 ()5L 11750 (I)SL (2759 �' •� � � r. a acv •� • ` ; pa P4. d1k0r •- : i • •- :.. •* i •* •i •' •' • • s d11c0 • s(1m • . Ld cv u:l TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL BOTTOM BAR TOP BAR UNFILLED GRAVITY CAPACITY GRAVITY CAPACITY (I)5L (0)5U GRAVITY CAPACITY (U5L (1)150 LIPLIFT UPLIFT CAPACITY CAPACITY 1)51- (I)5U MSL (2)50 T-10' I'-6' PRECAST (2) 2 (2).2 4245 1809 1809 8529 10090 3'-6' 2'-2' PRECAST (2) R (2) 2 2415 3831 3837 4815 4815 4'-0' T-8' PRECAST (2) 2 M-2 1183 2111 2111 3386 3386 4'4' Y-2' PRECAST (212 (2) 2 1343 2165 2165 2608 2608 4'-0' 3'-4' PRECAST (2)-2 (2) 2 1 1232 2011 1 2011 2421 2421 5'4' 4'-0' PRECAST (2).3 (2) 2 I0b 1651 1651 1810 1881 F-1' 4'-6' PRECAST (213 (2)2 860 1423 1423 1410 1609 6'-4' 5'-0' PRECAST (2) W (2) 2 140 1283 1283 1216 1405 F -Y PRECAST M-4(2) 2 110 1132 1232 1145 1 1348 b'-8' 5'4 PRECAST (2)'4 (2).2 682 1184 1184 1081 12% 1-6' 6'-2' PRECAST M-4 (2) 2 510 991 -Al 825 1082 1'4 6'-4' PRECAST (2) "4 (2) 2 551 959 %9 184 1047 8'-0' 1'-8' PRECAST l2)'4 (2) 2 518 1 902 902 112 984 8'-4' T-01 PRECAST (2)'4 (2) 2 AM 851 851 648 921 9'-4' V-0' PRECAST (2)-4 M-2 416 126 126 499 1w 10'-b' 9'-2' PRECAST (2)'4 (2) 2 354 618 618 380 613 II' -4' 10'-0' PRECAST (2) 5 (2) 13 315 561 561 311 601 I2'-0' 10'-8' PRECAST (2) 5 (2) 3 292 525 525 211 561 12'-b' II' -2' PRECAST (2)S (213 211 498 4% 251 512 13'-4' W-0' PRECAST (2) 5 (2) 3 255 458 458 214 442 W-0' 12'-8' PRECAST (2) 5 (2).3 239 430 430 190 395 14'4 13'-4' PRE6TRESSED (2) "4 (2) 2 NR 418 418 230 446 15'-4' 14'-0' PRESTRESSED (21 s4 (2) 2 NR 319 319 210 401 I1'-4' 16'-0' PRESTRESSED (2)14 l2) 2 NA. 288 288 163 3m 19'-4' I6-0' PRESTRESSED (2) 5 (2) 3 NR 224 224 131 254 20'•0' IS' -8' PRESTRE66ED (215 (2).3 NR 201 201 122 231 2f-4' 20'-0' PRESTRESSED (2)5 (2)3 NR Ill Ill 101 208 22'-0' 20-8' PRESTRESSED (2) 5 (2).3 NR 164 164 100 I% 24'-0' 22'-8' PRESTRESSED MIS (2) 3 NA. 132 132 1 84 163 KR -NOT RECOMMENDED TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LNTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH 5PAN gpTTOT-I TOP CAPACITY CAPACITY CAPACITY CAPACITY BAR BAR (075L 11750 (U5L !1 SU 5175E (951.1 (1751- (2)'SU TABLE No 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR (0)-5L (I)SU (USL (U5U 5175E (Il'511 (1751- (2)% TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR (0)5L WSU (1751_ (1751 (175L el)% (175' (2)59 rri,1 TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITYCAPACITY 0 (17 50TTCM BAR TOP BAR (0)5L (1)551- 5115(! (1)51- (1)50 (1751. (2750 TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL PLAN GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR CAPACITY (0)5L (U5U (1 51- (1)59 WSL (1)50 (0051 (2)511 TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LINTEL CLEAR LNTEL TYPE LINTEL STEEL ![.FILLED GRAVITY GRAVITY UPLIFT UPLIFT -ENGTH SPAN GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR CAPACITY (1751- 107511 (USE (VSU 1175L (1759 (ML (2)59 TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LNTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH 51-M CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR (C)5L (I)SLI(ISL (95U f175L (1)5U 11751- (2)% TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT -ENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTGM BAR TOP BAR (0751- (1MU 595E (I)SLI WSL 11750 (I)SL 0,1511 4 TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLR) 8" X 14" RECESS DOOR HEADER LIN7EL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT -ENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR (075_ (1759 !I)5L (P7511 ()5L 11750 (I)SL (2759 �' •� � � r. a acv •� • ` ; pa P4. d1k0r •- : i • •- :.. •* i •* •i •' •' • • s d11c0 • s(1m • . Ld cv u:l 71. 8/14-S-(1) CAI) 95 A R C H IT E C T S Design Group Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 r 71. 8/20-S-(1) #5/(1) #5 $/24-S-(],) ,#5/(1) #5 � 8/16-S-(1) 95/(1) #5 71. 8/14-S-(1) CAI) 95 A R C H IT E C T S Design Group Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 r � ft \000000000 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT 101) D[ODEL: LARGO (VERSION#01) PROJECT#: 02997.000/10181 PAGE: LINTEL PLAN (LOTT'S)) ARCHITECT STATE OF FLORIDA LL DA ": 6/4/18 SHEET OF 5C 9 A R C H I T E C TS 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 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: LINTEL PLAN (CAST -CRETE) ARCHITECT: STATE OF FLORIDA JAMES CANTWELL AR NO 12079 DATE: 8/4/18 SCALE: 1/4"=1'-0" 1 5DOF9 t �000000000� SUBDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: LINTEL PLAN (CAST -CRETE) ARCHITECT: STATE OF FLORIDA JAMES CANTWELL AR NO 12079 DATE: 8/4/18 SCALE: 1/4"=1'-0" 1 5DOF9 1 L-38 INTEL PLAN SCALE: 1/4 = 1'-0' ELEVATION 'S' 0 L-7�'STRONG'QUALITY PRECAST COMPANY ON SERVICE REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LINTEL 4'-6" LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U DETAIL'U' GRAVITY CAPACITY DETAIL'V' UPLIFT CAPACITY (0)#5L (])#5U (1)#5L (I)#5U DETAIL'U' &'V' UPLIFT CAPACITY (1)#5L(2)#5U DETAIL'W' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 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 10000 10000 1 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 9576 10000 10000 10000 64" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7009 10000 10000 10000 57-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5700 10000 10000 10000 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 7924 10000 9263 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 5748 10000 6723 F0666- 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 5473 9564 6402 10000 &-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 4978 8706 5824 10000 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 4546 1 7957 5320 10000 74" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3536 6205 4141 7410 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2725 4798 3194 5322 11'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 3615 5348 2699 4424 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 3191 3670 2379 3894 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 2919 3369 2174 3572 13'-4" 12'-0" PRECAST (2) No. 3 2 No, 5 2535 2961 1884 3137 14'4" 12'4" PRECAST (2) No. 3 2 No. 5 2278 2698 1691 2856 14'-8" 13-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.4 3326 3326 1829 2919 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.4 3031 3031 1666 2702 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.4 2346 2346 1290 2210 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.5 1865 1865 1029 1869 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.5 1737 1737 959 1778 21'4' 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.5 1516 1516 839 1620 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.5 1420 1420 787 1551 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + (2) No.S 1250 1250 658 1300 L-7�'STRONG'QUALITY PRECAST COMPANY ON SERVICE P.O. Box 11 - Brandon, Florida 33509-0011 LINTEL 4'-6" TYPE: WORKING LOADS NO. LENGTH V-4' COMMENTS PRECAST LINTEL 5RCs. HT. LINTEL TYPE LINTEL STEEL TOP L-1 1'i'-4' 8/36-8-11W01 PRESTRESSED L-2 4'-6' 8/14-6-flW(Ok RECESSED L-3 4'-0' "-S-(I)jK01L CAPACITY L -3A 4'-6' 8/16 -54111/(01l - 22'-0" L -35 4'-6' 8/16-641)iKot (1)#5L (2)#5U L-4 1140' 8/16-S-li iffll (2) D4.5 WIRE L-5 1'-8' 8/I6-8-lUU/llL DETAILW EXTERIOR MASONRY WALL 5%. WEIGHTS 11111111 9'-4' ERGs. LOAD BR's. WALL NON -13%. WALL 5'-4" 4'-0" REINFORCING SCHEDULE & LOAD CAPACITIES 5'-10" 4'-6" SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS 6'-2" PRECAST LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY( AP CITY CAPACITY 21'4' 10'-0" PRECAST 22'-0" (0)#5L (1)#5 (1)#5L (1)#5 (1)#5L (1)#5U (1)#5L (2)#5U 2'-4" 2'-0" PRECAST (2) D4.5 WIRE DETAIL'H' DETAIL')' DETAIL'H' &'J' DETAILW 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 ----l-00-0D-10000 2'-0" 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 9550 10000 10000 1 10000 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 1 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 1 9053 1 10000 5'-4" 4'-0" PRECAST 5'-10" 4'-6" PRECAST 6'-6" 5'-2" PRECAST 7-6" 6'-2" PRECAST T-8" 64" PRECAST 8'-0" 6-8" PRECAST 174" 7-0" PRECAST 19'-4" 8'-0" PRECAST 20'-0" 9'-2" PRECAST 21'4' 10'-0" PRECAST 12'-0" 1 10'-8" PRECAST 12'-6" 11'-2" _PRECAST 134" 12'-0" PRECAST 14'-0" 12'-8" PRECAST 14'-8" 13'-4" PRESTRESSED 15'-4" 14'-0" PRESTRESSED 174" 16-0" PRESTRESSED 19'-4" 18'-0" PRESTRESSED 20'-0" 18'-8" PRESTRESSED 21'4' 20'-0" PRESTRESSED 22'-0" 20'-8" PRESTRESSED 24'-0" 22'-8" PRESTRESSED LATERAL SAFE LOADS (PLF) D4.5 WIRE (21 No. 3 4843 D4.5 WIRE 2 No. 3 3940 D4.5 WIRE 2 No. 4 4350 D4.5 WIRE 2 No. 4 3206 D4.5 WIRE 2 No. 4 3071 D4.5 WIRE 2 No. 4 2831 D4.5 WIRE 2 No. 4 2625 D4.5 WIRE 2 No. 4 2153 D4.5 WIRE 2 No. 4 1777 1 No. 3 (21 No. 5 1568 No. 3 No. 3 (2) No. 3 (2) No. 3 (2) No. 3 (2) No. 3 (2) No. 3 (2) No. 3 (2) No. 3 (2) No. 3 (2) No. 5 (2) No. 5 (2) 7/16 strand + (2) No. 4 (2) 7/16 strand + (2) No. 4 (2) 7/16 strand + (2) No. 4 (2) 7/16 strand + (2) No. 5 (2) 7/16 strand + 16 strand + No. 5 16 strand + I No. 5 1439 1354 1232 1149 1419 1291 993 1035 961 834 720 642 1777 1568 1439 1354 1232 1149 1419 1291 993 1035 961 834 720 642 5402 4225 3063 2916 2651 2421 1881 1448 1222 850 775 600 478 446 390 366 306 41 14 1439 1354 1232 1149 1347 1270 1084 936 872 763 716 599 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINAL WIDTH J L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2„ 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN rnoo 7/32" STIRRUPS AT 4'-0" cc �Im rlcc Lo (TIED OR WELDED) a BOTTOM BARS SEE SCHEDULE MIN" 7�" "MIN NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN MICO . -Im 7/32" STIRRUPS AT 4'-0" cc m (TIED OR WELDED) r BOTTOM BARS SIN SEE SCHEDULE n I 78, NOTES: - 1. MINIMUM COVERAGE OF STEEL - 1.5' 2. MN. BEARING REQUIRED AT EA. END - 4" 3, STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS DOOR HEADER SECTION PRECAST CONCRETE 9'-8" 8'-4" 8"x8" RECESS DOOR HEADER (2) D4.5 WIRE (2) No. 4 396 489 489 261 8"x8" RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) H1EX3LN'TERECoESSL HEADER TOTAL .ENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR LATERAL SAFE LOAD PLAIN SOLID DETAIL'DA' DETAIL'DB' TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR DETAIL'DU' DETAIL'DV' GRAVITY SAFE LOAD DETAIL'DW' UPLIFT SAFE LOAD SOLID SOLID PLAIN #5 (1) U (0) L #5 (1) U (1) L SOLID SOLID #1) UU0) LL #5 (2) U (1) L #5 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1640 1790 DETAIL'DA' DETAIL'DB' DETAIL'DC' (2) D4.5 WIRE DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1386 1410 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1259 1259 4'-Z' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1137 1137 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'-4" X-9' PRECAST (2) D4.5 WIRE (2) No. 3 929 929 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 559 559 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'-8" 64" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 606 1097 6'-8" 5'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 6'4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 498 863 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'4" 1 8'4" 1 8'-0" 1 PRECAST (2) D4.5 WIRE (2) No. 4 294 510 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINAL WIDTH J L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2„ 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN rnoo 7/32" STIRRUPS AT 4'-0" cc �Im rlcc Lo (TIED OR WELDED) a BOTTOM BARS SEE SCHEDULE MIN" 7�" "MIN NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN MICO . -Im 7/32" STIRRUPS AT 4'-0" cc m (TIED OR WELDED) r BOTTOM BARS SIN SEE SCHEDULE n I 78, NOTES: - 1. MINIMUM COVERAGE OF STEEL - 1.5' 2. MN. BEARING REQUIRED AT EA. END - 4" 3, STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS DOOR HEADER SECTION PRECAST CONCRETE 9'-8" 8'-4" 8'-0" PRECAST 1 (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 GRAVITY & UPLIFT SAFE LOADS (PLF) H1EX3LN'TERECoESSL HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL STEEL WIRE/ BAR LIDOOR NTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID SOLID #5(1)U(0)L #5(1)U(1)L SOLID #5 (1) U (0) L #5(1)U 1)L SOLID #5(2)U(1)L DETAIL'DU' DETAIL'DV' DETAIL'DU' &'DV' DETAIL'DW' 3'-8" 2'4" 7-9' PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 4'-0" 2'-8" 74" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 9563 10000 10000 10000 4'-4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 8654 10000 10000 10000 4'$" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7102 10000 9975 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4336 10000 6110 10000 6'-8" 5-4" 5-9' PRECAST (2) D4.5 WIRE (2) No.4 5323 10000 4103 10000 7'-8" 6'4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 3810 10000 2929 9691 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2202 5434 1680 5174 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 6" RECESS DOOR HEADER CO TOTAL LENGTH CLEAR SPAN DOOR LINTEL TYPE SIZE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD SOLID SOLID #5(1)U(0)L #5(1)U(1)L DETAIL'DH' DETAIL'DY UPLIFT SAFE LOAD SOLID SOLID #5"1U(0)L #5(2)U(1)L #5 1 U 1 L DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 N-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 2990 7025 6382 6382 5-8" 4'4- 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6'-8" 5'4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR LINTEL TYPE SIZE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BARSOLID GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN #58(1) U (0) L #5 (LOU (0) L #5 1 U III L #5 (2) U (1) DETAIL'DE' DETAIL'DF' DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 N-4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6'$" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 686 903 A R C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ti A a lti A CO W os SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: LINTEL P LAN (QUALITY PRECAST) ARCHITECT: [STATE OF FLORIDA JAME�t�ANTWELL A N©. 12079 D4r�E: 6/4/18 ' S�`ALE: 1/4„-1,-0„' SHEET 5E OF 9 HEADER SPAN CHART (HEADER SIZES PER CHART, U.N.O.) SINGLE STORY APPLICATION SIZE CLEAR SPAN CONNECTOR SCjj ULE CONTROL DATE: 01-01-15 UP TO W-4' SIMPSON W-4' TO 1'-0' USP 1'-0' TO 10'-0' OBL 2 x 12 DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER UP TO 5'-0' META -16 1450 HTA I6 -I5 1400 6'-4' TO 8'-0' (l) 10d x 1 1/2' I -PLY, (6) Ibd 2 -PLY, (USP: (10) 10d X 1 1/2' - NO 16d OPTION) W-0' AND OVER (2) META -16 1985 ISOO (2) HTA I6 -1S 2800 (10) 10d x 1 1/2' I -PLY, (USP: (10) 106 x 1 1/2') (14) ibd 2 -PLY (USP: NO 16d OPTION) 3 HETA-16 1810 HTA 16 1615 W/ABU-66 (9) 10d x 1 1/2' I -PLY, (8) l6d 2 -PLY USP: (10) 10d x 1 1/2', NO Ibd OPTION HETA-20 1810 HTA 20 1615 (9) 10d x 1 1/2' 1 -PLY, (8) 16d 2 -PLY USP: (10) 10d x 1 1/2', NO Ibd OPTION Z (2) HETA-20 2035 2500 (2) HTA-20 3110 __ -_ -_ — —II (10) 10d x 1 1/2' 1 -PLY USP: (10) 106 x 1 1/2' (12) 16d 2 -PLY (USP: NO Ibd OPTION) 0 LGT-2 2150 LUGT-2 1915 VIII (1) - 1/4' x 2 1/4' TITEN, 2 PLY CUSP: BLK (5) 1/4' WB, WOOD (16) loci BM II II— (2)2X12 BM II II II II II DETAL-20 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 (18) - 106 x 1 1/2, 1 PLY ft MGT 3965 MUGT 4000 (95/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP; (28) 10d TO WOOD) II HGT-2 10980 HUGT-2 9365 (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) lod) (2JMT8-12 HGT-3 10530 HUGT-3 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD fUSP; WOOD (8) loco LGT3-SDS25 3285 LUGT-3 5330 (12) SDS 1/4'x2 Irl" TO GIRDER, (4) 3/8" x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) WS25) LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA 1555 WALL (10) 10d x 1-1/2' CUSP: (10) 10d x 11/2' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) -SDS 1/4'X3' TO WOOD (2) VGT 1185 NO USP CONVERSION FOR SIMPSON (2) vGT) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-5DS 1/4'X3' / 2 PLY MTS -12 1000 MTW 12 1595 (14) 10d x 1 1/2' (USP: (14) 10d x 112', (14) 10d) F03 HTS -16 1150 HTW 16 1660 (16) 10d x 1 12' (USP: (I6) IOci x 1 1/2', (Ib) 10d) HTS -20 1450 HTW 20 2045 (24) 1Od x 1 1/2' CUSP: (24) 10d x 1 12', (20) 10d) HTS -24 1450 HTW 24 2045 (24) 10d x 1 1/2' CUSP: (24) 10d x 112', (20) lod) LSTA-12 + 925 LSTA 12 1310 (10) loci USP: (10) 10d =. N LSTA-18 « 1235 LSTA IS 1360 (14) 10d U$p; (14) loci =. MSTA-18 - 1315 MSTA-18 1315 (14) 10d USP: (14) 10d IIII MSTA-24 +« 1640 MSTA-24 1150 (IS) loci USP: (18) loci 12- M5TA-30 ++ 2050 MSTA-30 2140 (22) 10d USP; l22J loci - ----------------- ------------------- MSTA-36 + 2050 MSTA-36 2525 (26) lod USP: (26) 106 MSTI-36 3800 KSTI 236 3090 (36) 10d x 1 1/2' USP: (36) 10d x 1 1/2' M5TI-48 5065 KT51 248 4250 (48) 10d x 112' USP: (48) loci x 1 12' - - --- ---------- --------------- I I¢1 I I� I I� I I� I IQ7 I IQ7 I I� I IQt H6 950 LFTA 6 1595 (8) Sd TO PLATES, (8) Sd TO STUDS CUSP: (I6) 8d x 1 I/2', (16) 8d) 11A SP4 585 SPT 4 945 (b) 10d x 1 12' TO STUDS USP: (6) 10d x 11/2' TO STUDS II A34 395 MP 34 410 (4) Sd x 1 12' TO BEAM, (4) Sd x 1 1/2' TO POST. USP: (4) Sd x 1 1/2' TO BEAM, (4) Sd x 1 12" TO POST. J LL II HGP2 645 HHGP 2 1010 (12) loci x 112' USP: (10) 10d x 1 12' TO TRUSS, (10) 10d X 1 12' TO PLATE J LL II HIDA 1340 RT 16A 2180 (IB) I0d x i 12' USP: (9) 10d x 1 12' TO TRUSS, (8) 10d X 1 12" TO PLATE J LL II VGT : HDU4 4565 PHD 4A 4535 (16) -SCIS 1/4'x3' TO WOOD, (10) -SDS 1/4'x2 1/2'W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP: 5/8' ATR MIN. T EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS II II II II VGT t HD15 4940 TDX 10 5110 (16 ) -SDS 1/4"x31 TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY USP: 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THRU-BOLTS II II II II ABU 44 2200 6665 PAU 44 2535 6,115 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN, l' EMBED.) IN CONIC, (I2) 16d TO WOOD USP: SAME AS SIMPSON II II II II II II I I I ABU 66 2300 12000 PAU 66 2535 13515 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONC, (12)16d TO WOOD USP: SAME AS SIMPSON 11 II II I I LTTI9 «+« 1340 LTS 19 1205 CU 3/4' A.T.R IN NIGH STRENGTH EPDXY, (MIN. l ) ' EMBEDIN GONG, (6)10d TO WOOD USP: SAME AS SIMP80N 0 = LTT205 +«+ 1500 LTS 205 1105 (1) 12' A.T.R IN HIGH STRENGTH EPDXY, (MIN. l' EMBED) IN CONIC, (10)10d TO WOOD USP: 3/4' ATR MIN l' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 12', 2-12" 0 Z HTT4 4455 HTT45 4465 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. l' EMBED) IN GONG, (18) SD -10 X 1 12' NSP: (20) 16d X 2-127 USP HAS MORE NAIL OPTIONS: (20) Iod, (20) 10d x 1-1/2', (20) 16d x 2 12' Q HTT5 5090 HTT45 5430 CU 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. l' EMBED,) IN CONC., (2() Ibd X 2 1/2' CUSP: (20) ibd X 2-127 USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-12', (20) lbd x 2 12' HHDQII-SDS 2.5« 11,510 UPHD II 12090 (U I' A.T.R. IN HIGH 5TRENGTH EPDXY, (MIN. 10' EMBED.) IN GONG, (24) SDSi1' x A' WOOD SCREWS (USP: (24) W53 WOOD SGREW5) I HD -156645 POST TO SLAB TDX 10 5110 (1) 7/8' A,B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS) N MBHA 356/11253415 5330 NFM35XI2U 3165 1130 SIMI-SON: CU 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (U 3/4' A7R IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CP9.U. FACE, (18)10d TO BEAM USP: (1) 1/2'J -BOLT W/ MINIMUM 6: EMBED.. NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA TW RAM5ET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. (14) 10d A J015T W U' HU5C412 (WOOD) 3635 2660 (FLR) 2530 (FLR) HU54121F 3060 3265 (ROOF) 3225 (ROOF) (10) 16d TO HEADER, (10) lbd TO WOOD USP: SAME AS 51MPSON Q HUG410 (CMU) 1810 5085 HD410 IF 1905 3115 (I8) 1/4'x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (I8) 1/4' x 3' WS3 SCREW$, (10) 10d TO WOOD. = HUC210-2 (CMU) 1810 5085 H0210 -21F 1905 3115 (16) 114' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) lod TO WOOD: (USP: (18) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD HUC210-3 (CMU) 1810 1 4000 HD210-31F 1905 3115 (15) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (18) 1/4' x 3'W53 SCREWS, (10) 106 TO WOOD LGUM26-2-SDS 1430 1 5595 NO USP CONVERSION FOR SIMPSON LGUM26-2-SDS (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 12' SDS SCREWS TO WOOD HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT 1$ GREATER THAN l' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. «« 1Od COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. _1 _ _ _ _ =— ++« MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE l' W H- OBECAUSE A.T.R. - A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTOR$, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. IJ ALL CONNECTOR VALUE$ BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HW09, AND ANCHORING t FASTENING SYSTEMS FOR CONCRETE t MASONRY CATALOG C -SAS -2012. HEADER SPAN CHART (HEADER SIZES PER CHART, U.N.O.) SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO W-4' DBL 2 x 8 W-4' TO 1'-0' DBL 2 x 10 1'-0' TO 10'-0' OBL 2 x 12 10'-0' AND OVER TI JO STORY APPLICATION DOM STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' 05L 2 x 8 W-0' TO 6'-4' 05L 2 x 10 6'-4' TO 8'-0' 05L 2 x 12 W-0' AND OVER 2x12 (•2 SYP) 1116' OSB (TYP.) NAIL (3)112d • 6'-8' O.G. Tl 2x12 BM. /HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ii UP TO W-0' TO 81-01 U.N.O. w ti TO PT 6x6 POST W/ (2) 1.� 4'-11 1/2' 1'-11 1/2' AND UP NUMBER OF HEADER STUDS O SUPPORTINS ENO OF HEADER 1 2 3 NUMBER OF FULL LENCsTH STUDS 1 2 AT EACH END OF HEADER 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • 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 SECURE (2)2x12/LVL BM /x, s N Lu w w w w w w w w w w w ti TO PT 6x6 POST W/ (2) 1.� O MSTA-24 POST TO SLAB iIll W/ABU-66 1T (4-TYP) _ff __ -_ -_ — —II CJ2E VIII Ili BM II II— (2)2X12 BM II II II II II (2)2X12 $1"I—II I VIII CJ2E ft I 11 II II 11 II II II II II } I (2JMT8-12 ��� ill! J VIII Lu (2 CJ4E (2/"TS-12Lu O 1111111111 Q F03 C14 llli X = B = _ _ = B = "Yj� _ _ _ = X I HVC-410 F-04_;" =. N =. HVC-410 IIII N_ ------------- - ----------------- ------------------- \-III Lu - - 110 - - --- ---------- --------------- I I¢1 I I� I I� I I� I IQ7 I IQ7 I I� I IQt _- I IQ7 - I I� ---I 10 --IIA - w D6 11A 0 J LL II II J LL J (ILL J LL II J LL II J LL II J I ILL J I ILL J I ILL J I ILL J LL II J LL II II J LL J LL II CI 0 JI u— I II II 11 II II II II II 11 II II II i I II II II II II II II II II II II II II II II II II II II II II II I I II II II II II II II II II II II II II II II II II II II II II J LL I I II II II II i t II II II II II II I I I II II II II II II II II II II II II II II II II II II II II II II II II II II I TRUSS TO 4X6 II I I II II I I II II II II II II II I I I t 11 II II I I I I I POST J (2) MT5-12 II II II II II I ( POST TO SLAB II II I I i t I I HTT-4 1 1 I I I I I I I I 1 1 1 1 1 1 I _1l._ _1L___ _LL_ Jj_ L L 1 �� LBW LBW------------- _1 _ _ _ _ =— - — —— _ - _ -- - I- — — — — — — — — — — - 0 FL190 = = FL05 N x N CV 1-1E CV - ilia J - ___ —I-, ___ ------ -----___ DBI.. S?UD �j - - - - - _ = FL04 jol _ _ FLO3 _ =0 t_L03 FL11 _ LL II = FL03 INJ I_L02CsE FL01 3 F - - _ _ _ ------ _ _ __ D6 1 2X6 LEDGER TO -- -I------- --- --- 1 TRUSS W/ 3/6'X4" FLOC E0t = - - I LACE SCREWS 's 16 • _ _ _ _ _ - I O.C. MAX CJ1AI - - - _ _ _ u I FIRST FLOOR FRAMIN PLAN SCALE: 1/4 = 1'-0' ELEVATION 'B' A R C H I T E C TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA Al: 0003325 1.� O iIll Jill FIRST FLOOR FRAMIN PLAN SCALE: 1/4 = 1'-0' ELEVATION 'B' A R C H I T E C TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA Al: 0003325 FsUBDIV. � LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: FIRST FLOOR FRAMING PLAN ARCHITECT - STATE OF FLORIDA w DATA: 6/4/18 sC :1/4"-1,_0to ft 1111111111 �\0000000001 FsUBDIV. � LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: FIRST FLOOR FRAMING PLAN ARCHITECT - STATE OF FLORIDA w DATA: 6/4/18 sC :1/4"-1,_0to ER SPAN CHART SIZES FER CHART, UN.O.) SINGLE STORY APPLICATION SIZE CLEAR SPAN CONNECTOR SCED`LJLE CONTROL DATE: 01-01-15 UP TO 5'-4' SIMPSON W-4' TO 7'-0' USP l'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER W-0' TO V-42 META -16 1450 HTA 16-18 1400 AT EACH END OF HEADER (1) 10d x 1 1/2' 1 -PLY, C6) 16d 2 -PLY, (USP: (10) 10d X 1 1/2' - NO Ibci OPTION) 503 (2) META -I6 1985 1900 (2) HTA I6-18 2800 (10) 10d x 1 1/2' 1 -PLY, (USP: (10) 10d x 1127 NOR TO 4X4 POST W/ (14) ibd 2 -PLY (USP: NO 16d OPTION) HETA-16 1810 HTA 16 1615 (9) 10d x 1 1/2' I -PLY, (8) 16d 2-11LY USP: (10) 106 x 1 1/2', NO 16d OPTION _ _ HETA-20 1810 HTA 20 1615 (9) 10d x 1 1/2' I -PLY, (8) Ibd 2 -PLY USP: (10) lod x 1 1/2', NO I( d OPTION i'- (2) HETA-20 2035 2500 (2) HTA-20 3110 (10) 10d x 1 1/2' 1 -1 -LY USP: (10) 10d x 1 1/2' A03 (12) 16d 2 -PLY (USP: NO Ibd OPTION) Z 0 LGT-2 2150 LUGT-2 1915 – – – – (1) - 1/4' x 2 1/4' TITEN, 2 PLY (U5P: BLK (5) 1/4' WB, WOOD (16) 10d DETAL-20 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 (18) - 106 x 1 1/2,1 PLY MGT 3965 MUGT 4000 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) 10d TO WOOD) HGT-2 + 10980 HUGT-2 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), CI6) 10d TO WOOD (USP: WOOD (8) 10d) HGT-3 10530 HUGT-3 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) I0d) LGT3-5D52.5 3285 LUGT-3 5330 (12) SDS I/4'x2 I/2' TO GIRDER, (4)3/9' x 5' TITEN HD TO WALL (USP: GONG, (4) 3/8' )< 5' WEDGE BOLT, WOOD (12) W525) LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA WALL 1555 (10) 10d x 1-1/2' CUSP: (10) 10d x 1 1/2' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-5D5 V4'X3' TO WOOD (2) VGT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SD5 1/4'X3' / 2 PLY MT5-12 1000 MTW 12 1595 (14) 10ci x 1 1/2' CUSP: (14) 10d x 1 12', (14) I0d) HTS -16 1150 HTW ib 1660 (I6) 10d x 1 1/2' NSP: (16) IDd x 1 1/2', (16) 10d) HT5-20 1450 HTW 20 2045 (24) 10d x 1 1/2' CUSP: (24) 10d x 1 1/2', (20) 10d) HT5-24 1450 HTW 24 2045 (24) 10d x 1 1/2' (U5P: (24) 10d x 1 1/2', (20) 10d) L5TA-12 + 925 LSTA 12 910 (10) 10d USP: (10) 10d 1_5TA-18 ♦+ 1235 LSTA IS 1360 (14) 10d USP: (14) 10d MSTA-18 ++ 1315 MSTA-IS 1315 (14) 106 USP: (14) 10d co MSTA-24 + 1640 MSTA-24 1150 (18) IOd USP: (15) loci 12 M5TA-30 ++ 2050 M5TA-30 2140 (22) 10d USP: (22) 10d < Of M57A-36 + 2050 MSTA-36 2525 6 d (26) loci USP: (2) 10 F— MSTI-36 3800 KSTI 236 3090 (36) Iod x 1 12' USP: (36) 10d x 1 1/2' U) 1­16TI-48 5065 KT51 248 4250 (48) 10d x 1 12' USP: (48) 10d x 1 12' H6 950 LFTA 6 1595 (8) 8d TO PLATES, (8) 8d TO STUDS CUSP: (16) 8d x 1 12', (I6) 8d) 5P4 885 SPT 4 945 (6) 10d x 1 12' TO STUDS USP: (6) 10d x 1 I/2' TO STUDS A34 395 MP 34 410 (4) 8d x 112' TO BEAM, (4) 8d x V2' TO POST. USP: (4) 8d x 1 12' TO BEAM, (4) 8d x 1 12" TO POST. HCP2 645 HHCP 2 1010 (12) 106 x 1 12' USP: (10) 10d x 1 12' TO TRUSS, (10) 106 X 1 12' TO PLATE HIDA 1340 RT 16A 2180 (I8) 10d x 1 12' USP: (9) 10d x 1 12' TO TRUSS, (8) 10d X 1 12' TO PLATE VGT A HDU4 4565 PHD 4A 4535 (I6)-SD5 1/4"x3' TO WOOD, (10)-5DS 1/4'x2 12' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP: 5/8' ATR MIN. 1' EMBED SET 'N HIGH STRENGTH EPDXY, (IID) WSW WOOD SCREWS VGT d HD15 4940 TDX 10 5110 (I6)-506 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUT$/WASHER2PLY USP: 1/8' ATR MIN. 1' EMBED SET -N HIGH STRENGTH EPDXY, (4) 1/8' THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 6115 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN, T EMBED.) IN CONIC, (12) Ibd TO WOOD U5P: SAME AS SIMPSON ABU 66 2300 12000 PAU 66 2535 13815 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., (12)16d TO WOOD USP: SAME AS SIMPSON LTTI9 + 1340 LTS 19 1205 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONIC., (8)10d TO WOOD U5P: SAME AS SIMPSON O LT7205 +++ 1500 LT5 205 1105 (1) 12' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., (10)10d TO WOOD USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 12', 2-12" = U Z HTT4 4455 HTT45 4465 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONIC, (18) 50"10 X 1 12' CUSP: (20) 16d X 2-127 USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-12', (20) Ibd x 2 12' Q HTT5 5090 HTT45 5430 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONC., (26) Ibd X 21/2' (USP: (20)16d X 2-127 USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-12', (20) Ibd x 2 1/2' HHDQII-SDS 2.5+ 11010 UPHD 11 12090 CU 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN GONG., (24) SDS Y4' x 214' WOOD SCREWS (USP: (24) W83 WOOD SCREWS) 401B 6645 TDX 10 5110 1 (I) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., (3) 3/4' STUD BOLT$ TO WOOD (USP: (4) 1/8' BOLTS) MBHA 3.56/1125 3415 5330 NFM35X12U 1 3165 1130 SIMPSON: (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (U 3/4' A.T.R. IN NIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. FACE, C18J10d TO BEAM U5P: (I) 12' J -BOLT W/ MINIMUM 6: EMBED. t NOT iES5 THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. (14) 106 AT JOIST W 0 HUSC412 (WOOD) 3635 2660 (FLR) HU54121F 3265 (ROOF) 2530 (FLR) 3060 3225 (ROOF) (IO) Ibd TO HEADER, (IO) Ibd TO WOOD USP: SAME AS SIMPSON QHUC410 (CMU) 1810 5085 HD410 IF 1905 3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMI., (10) 106 TO WOOD: CUSP: (18) 1/4' x 3'W53 SCREWS, (10) 10d TO WOOD. = HUC210-2 (CMU) 1610 5085 HD210-21F 1905 3115 (18) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMJ, (10) 106 TO WOOD: (USP: (113)1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD HUC210-3 (CMU) 1810 4000 HD210-31F 1905 3115 (15) 1/4' x 2-3/4' TITEN C9 PER FLANGE) TO CMJ, (10) 10d TO WOOD: (USP: CI8) 1/4' x 3' W53 SCREWS, (10) 10ci TO WOOD LGUM26-2-606 1430 5595 NO U5P CONVERSION FOR SIMPSON LGUM26-2-SDS (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 12' SDS SCREWS TO WOOD HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN C11.U. WALL MUST BE FILLED SOLID w/ GROUT. *+ IOd COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. ++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' W F— A.T.R . A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) OBECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 15 USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HW09, AND ANCHORING i FASTENING SYSTEMS FOR CONCRETE t MASONRY CATALOG C -5A5-2012. ER SPAN CHART SIZES FER CHART, UN.O.) SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' 05L 2 x 8 W-4' TO 7'-0' DBL 2 x 10 l'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 W-0' TO V-42 05L 2 x 10 &'-4' TO 8'-0' D5L 2 x 12 8'-0' AND OVER it2x12 (02 SYP) y 1/fro' OSB (TYP.) NAIL (3) 12d • 6'-8' OZ. TYP. 2x12 BM./HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0' U.N.O. W-11 1/2'1'- i Il 1/2 AND UP NUMBER OF HEADER STUDS 4X4 POST UNDER I II SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS I u II AT EACH END OF HEADER TRUSS TO NDR W/ 503 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 ROOPFLOOR 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 POST W/ (2) MTS -12 POST TO 4X4 BLKG. W/ (1) MSTA-30 POST OR 5LKG. TO CMU W/ NTT -4 TRUSS TO 4X8 POST W/ (2) MTS -12 POST TO CM U,V NTT -4 r------------ ----------- LIPEOF1St.FL BELOW r r r r r r r r r M — --I r, II I II II II G11 cl ; (2) 2X8 SYP"2 NOR W/ I I L = — --I r, II I II II II G11 II I II II (2) 2X8 SYP"2 NOR W/ n I II II = CJ3 4X4 POST UNDER I II TRUSS A01 = = CJ5 I u II 503 TRUSS TO NDR W/ 503 503GE MTS -12 NOR TO 4X4 POST W/ MSTA-18 POST TO 4x4 5LKG. W/ _ _ = A02 (1) MSTA-30 POST OR 5LKG. TO CMU W/ NTT -4 A03 A04 – – – – A05 = A05 _ _ = A05 A05 U = _ ==9z A04 0 A03 N X N CA in 1 2 D5 � D5 L– — — D5 DBL. STUD —� TRUSS TO 4x4 POST W/ (2) MTS -12 POST TO 4X4 5LKG. W/ (1) MSTA-30 A06 POST OR 5LKG. TO CMU W/ NTT -4 504 504 504 LLI 503 T= -- - — - — - L----------LINEOFIST.FLRBELOW---_----j 1 D5 SECOND FLOOR ROOF FRAMING PLAN rA R C H IT E C TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 503 503 503 503GE L----------LINEOFIST.FLRBELOW---_----j 1 D5 SECOND FLOOR ROOF FRAMING PLAN rA R C H IT E C TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUIBDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL,: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT STATE OF FLORIDA D E: 8/4/18 1�6AJL.E: 1/4"=1 1 - 0" HEET 7 OF 9 \OODOOODOOJ SUIBDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL,: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT STATE OF FLORIDA D E: 8/4/18 1�6AJL.E: 1/4"=1 1 - 0" HEET 7 OF 9 EXTERIOR CLG. SD, PRE-ENGINEERED TRUSS E 12 2x STUDS PER FRE -ENGINEERED STRAPPING PER FRAMING GENERAL NOTES TRUSS 4 NOTES 5 TIMBER, NOTE SECTION STRAPPING PER / FRAMING NOTES PRE -ENGINEERED 10'-8 J' 2ND, FLOOR TRUSS FIN. FLR. _ _ _ _ SECURE PER FRAMING NOTES 9'-4' SRG. NT. P.T. 1x2 U1/ MTL. DRIP EDGE 2xro SUB -BAND (2) 2x12 HDR ARCH CROWN ARCH SPRINGL INE V-0' FIN. FLR L )ENTRY SCALE. 3/4 = 1'-0' TRUSS SUPPORTED SY 2x(o LEDGER SECURED TO TRUSS W1 3/8'x4' LAG SCREWS .9 16' O.C. MAX a GARAGE WALL RECESSED LINTEL P.T. 1x2 UJ/ MTL. DRIP EDGE 2x6 SUB -SAND (2) 2x12 HDR 1112n4 ICC L+i rev .FRAMED ARCH DETAIL A R C H I T E T� /Design Group 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 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: ENTRY FRAMING SECTION ARCHITECT STATE OF FLORIDA {fY LJAS 12079 LL (ZA7.- 15/4/18 sC/ :1/4"=1'-O'> SHEET or 9 \OOOODDOOOJ SUBDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: ENTRY FRAMING SECTION ARCHITECT STATE OF FLORIDA {fY LJAS 12079 LL (ZA7.- 15/4/18 sC/ :1/4"=1'-O'> SHEET or 9 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: LARGO MODEL TRANSFORMER BANK 50kVA LOAD INFORMATION VA 2169 SQ. FT. GENERAL LIGHTING X (3) = VA PER SQ. FT. 6,507 (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 PHONE / DATA EQ49W W/ C%VW FAULT SUBTOTAL OF GENERAL LOAD 47,753 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 40%= 37,753 VA x (4) 15,101 TOTAL NET GENERAL LOAD 25,101 5 -TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 PROVIDE "4 N/THWN COPPER CONNECTED 2 0 0 4� � E L E C T fRI C,4L fRI S E fR 5 -KW ELECTRIC HEAT 5000 VA x (65%) 3250 COLD WATER PIPE. NOTE: NET GENERAL LOAD 25,101 NET TOTAL HEATI 10,450 TOTAL ILOADI 35,551 CALCULATED LOAD FOR SERVICE 35,551 VA / 240 V= 148.13 200 AMP SERVICE $ (3) • 1 THHN/THWN COPPER CONDUCTORS, (1) 0 6 THHN/THWN COPPER GROUND IN 2" CONDUIT. v TRANSFORMER BANK 50kVA NOTES VOLTAGE: 1620/13200-240/480V NEMA 3R 200 ,AMP SERVICE: SINGLE PHASE 120/240 TYPE: UNDERGROUND COMBO VOLT 42 AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT DISCONNECT CIRCUITS AT SECONDARY SIDEf (120/240 VOLTS) M AND METER MLO MAXIMUM FAULT CURRENT: 19390 amps CAN OUTLET POWER COMPANY 200 TRANSFORMER AMP. PHONE / DATA EQ49W W/ C%VW FAULT WEATHER PROOF BOX N?Eltp R (TAMPER fewTmt INTERSYSTEM BONTERMINAL DING SERVICE BY OTHERS AT LOW VOLTAGE CONNECTIONS GRADE LINE IIOV GFI PROVIDE "4 N/THWN COPPER CONNECTED 2 0 0 4� � E L E C T fRI C,4L fRI S E fR i�NCASED FOOTER STEEL AND TO CONCRETE ENCASED TYPE) COLD WATER PIPE. NOTE: 4 WN COMMON 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 COACH - - - - _ _ - - _ - COACH LIGHT LIGHT FIRST FLOOR ELECTRICAL PLAN LEGEND DEFINITION NOTES FYm5olELECTRICAL 110V OUT1 ET EQM"WIW C%W W FAULT MERI°TER f TAhl M F4mMTANiTYPE) IIOV FLOOR EODU'PED w CSV W FAULT NTM% ITER (TAJVM FO*TANT OUTLET TYPE) IIOV SWITCHED EQ49W W/ C%VW FAULT N?Eltp R (TAMPER fewTmt OUTLET TYPE) IIOV GFI Epm9w w cAm FAULT MPS (T'� TAM OUTLET TYPE) 220V OUTLET 4 WN COMMON EXTERIOR WATERPROOF OUTLET $ SWITCH $g SWITCH 3_"y ommT" $4 SUNTCHI 4 -MY OPERATION $0 DIMMER SWITCH (.� WALL MOUNTED T LW WALL SCONCE PRE -WIRE y.� CEILING MOUNTED LIGHT O RECE66ED CAN O VAPOR PRDOF RECESSED CAN e VENT FAN VENT FAN W/ LW 24' LIGHT STRIP 48' L*W STRIP 0 FUMSCENT MW AROIW 24' FLUORESCENT 48' FLUORESCENT D PANEL _ STRJCTLmD WIRE PANEL METER SMOKE BATT. BATT.KM ® CARBON MONOXIDE BATT MM -W W DETECTOR NiPJ�COlMEC1ED 8. SMOKE / CARBON MONOXIDE eA'T r DACK-W IW NARDI W DETECTOR COMBO PENDANT LW = TELEPHONE JACK 4 GAS OUTLET ® CEILING FAN / CELW eOX REriARI:D TO OE BIFPORrED N E AZC0F4W W L*HT OOX MAID AS BUCK FOR NB Tc" CELM DOX RL-rAllli V TO OE © J -BOX eUPPORMD N A�cWWCE W BOX MANN AS BUCK FOR NBPEOTICN SPEAKER PRE -WIRE FLOOD LW 0 SECURITY SYSTEM KEYPAD Q DIGITAL KEYPAD WATER HEATER DISCONNECT AIR COO. DISCONNECT TELEVISION JACK EMERGENCY L*WTMG D DooR CHIMES NOTE: -PHONE OUTLETS 4 TELEVISION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE A R C H IT E C TS Des Groufrrnc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL.- LARGO ODEL:LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA DATES 0/4/18 SCA, " :1/4"=1'-0 SH ET or 9 �000000000� SUHDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL.- LARGO ODEL:LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA DATES 0/4/18 SCA, " :1/4"=1'-0 SH ET or 9 A R C H IT E C TS 14411Y. KUNALU KtAUAFM t$LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA M 0003325 SVBDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA DA E: 6/4/18 ALE: 1/4"=l' -O" o 1OF 9 \000000000 SVBDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA DA E: 6/4/18 ALE: 1/4"=l' -O" o 1OF 9 SHINGLES OR TILE (PER BLDR) REFER TO DETAIL 1/D2 FOR GABLE N NOTE: NOTE: X -BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED OVER #30 FELT PAPER (OR APPROVED EQUAL) TO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION R905 OF THE FBCR, RE -ENGINEERED 6TH EDITION (2017) GABLE ROOF TRUSS DO NOT EXCEED 4" DO NOT EXCEED 4" 8" CMU BLOCK 8" CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES a" DRYWALL 2' DRYWALL WINDOW/DOOR JAMB METHOD PER "NAILING SCHEDULE" AT FIRST (2) BAYS P.T. Ix4 or 4'x4' MIN. P.T. Ix4 or 4"x4' MIN. (4'-0" O.C. SHEATHING SEAMS) (SEE WINDOW/DOOR JAMB BLOMNG Ix4 or 1x2 P.T. NAILER (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or lx2 P.T. NAILER BLOCKING FASTENER METAL DRIP EDGEFASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 2x6 SUB -BAN DOOR CA51NG SCHEDULE VENTED ALUMINUM SOFFIT—5TIFFBACK AT ALL UPRIGHTS DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW i" TEXTURED CEMENTITIOUS COATING MIN. OVER 4'-10' HIGH MEMBER w/ (2) ltd NAILS 8" FROM s (AS PER TRUSS ENGINEERING) (ATTACHED TO BLOCKING " (ATTACHED TO BLOCKING P.T. 1x4 or 5'x4' MIN: (PER ASTM 0926) OVER PAPERBACK PER MFR'S SPECIFICATIONS EACH ENR and 18 O.C. MAX PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED ECURE P.T. 2x8 TO BLOCK w/ Y2" x g' (1)16" TAPCON (MIN. EMBEDMENT 1 4") 2 -LAYER WATER RESISTANT BARRIER OVER PER PLAN'' ANCHOR BOLT w/ 2' WASHER, SET IN 5IMP50N or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+Y4" or + %4") WINDOW TO BLOCK (+3") s' FROM EACH END and 18° O.C. MAX WALL SHEATHING (TYPE AND ATTACHMENT (6" MIN. EMBEDMENT � 32" O.C. MAX) or METHOD PER "NAILING SCHEDULE' DOOR JAMB TO BLOCK (+%4" or +%4") DOOR JAMB TO BLOCK (+3") (1) DRIVE PIN, 8' FROM EACH END and 18' O.C. MAX SECURE GABLE TO 2x8 P.T. PLATE 4A SCALE: 1'=r -m' 4E SCALE: r=r-m' w/ 12d NAILS -a 8' O.C. MAX ' MIN. SHANK SIZE .145 7B MIN. HEAD SIZE .300 WA2 ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT 1 4" TRUSS w/ (2) 12d NAILS PLASTIC OR METAL WEEP SCREEIE INSTALLED @ MID -POINT OF TRUSS SPANE�lNOTE:E!flNOTE: Z' TEXTURED CEMENTITIOUS or 10'-0' D.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: COATING MIN. (PER ASTM ATT OR BLOWN -IN INSULATION TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1) ib" TAPCON 0926) OVER CM (R -VALUE PER ENERGY CALCS) DO NOT EXCEED 4' DO NOT EXCEED 4° (MIN. EMBEDMENT 1 4') 6" FROM EACH 8' GYPSUM BOARD OR 2' HIGH STRENGTH 8" CMU BLOCK END and 6 18' O.C. MAX CEILING BOARD 2' DRYWALL 8' CMU BLOCK 2" DRYWALL or P.T. 2x (U DRIVE PIN, 8 FROM EACH END and BLOCK WALL SECTION — GABLE ROOF ONG. FILLED U -BLOCK w #5/ (1) 5' e IS' O.C. MAX 1 (SEE WINDOWro00R JAMB BLOCKING 1x4 or 1x2 P.T. NAILER P.T. 1x4 or 4x4 MIN. Ix4 or 1x2 P.T. NAILER SINGLE STORY SCALE: 3/4'=1'-(�' CONTINUOUS REBAR 4FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WINDOW/DOOR JAMB BLOCKING 16" OSB (4' WIDE MIN.) MIN. SHANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT MIN. HEAD SIZE .300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING MIN. EMBEDMENT 1 4" SHINGLES OR TILE (PER BLDR) (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB / WINDOW PER MFR'S SPECIFICATIONS EACH ENE) and 6 IS" O.C. MAX (ATTACHED TO BLOCKING OVER #30 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION 8905 OF THE FBCR, WINDOW TO BLOCK(+I �" STRUCTURAL 2x MUST BE ON OUTSIDE � SECURED MN�RTO BL0K w� �)F6"OMPGAONS 6TH EDITION (2011) ) EMBEDMENT 4 R E DOOR JAMB TO BLOCK (+1 %") THROUGH NON-STRUCTURAL MEMBER Nx or ��, OSB) END and 6 18' O.G. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4B w/ 4' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK or METHOD PER 'NAILING SCHEDULE" SCALE: �'=I'-r�' (2) DRIVE PINS, 8 FROM EACH END and RE -ENGINEERED ROOF TRUSS 18" O.C. MAX EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 %6") MIN. SHANK SIZE .145 (PER PLAN) (R -VALUE PER ENERGY CALCS) NOTE: DOOR JAMB TO BLOCK (+3y 6") MIN. EMBEDMENT �m SHIM AS NEEDED 4F 4 TO PLUMB JAMB. SCALE: I'=I'-m' METAL DRIP EDG$° GYPSUM BOARD OR Z' HIGH DO NOT EXCEED 4" 1P.T. 2x8: 2x6 SUB -BAN STRENGTH CEILING BOARD 8' CMU BLOCK SECURE TO BLOCK w/ (2)16" TAPCONS VENTED OHC. FILLED U -BLOCK w/ 2" DRYWALL NOTE: (MIN. EMBEDMENT 1 4") S' FROM EACH ALUMINUM SOFFIT (1) #5 CONTINUOUS REBAR P.T. 2x 1x4 or 1x2 P.T. NAILER SHIM AS NEEDED END and rat 18° O.C. MAX ,/PER PLAN RECAST LINTEL (SEE WINDOW/DOOR JAMB BLOCKING TO PLUMB JAMB. or FASTENER SCHEDULE FOR ATTACHMENT 16" OSB (4" WIDE MIN.) (2) DRIVE PINS 8' FROM EACH END and WINDOW (PER PLAN) !._ . (SIZE AND REINFORCEMENT DO NOT EXCEED �" ATTACHMENT PER MFR. PER PLAN) DOOR JAMB / WINDOW DOOR CASING 4 6 18' O.C. MAX SPECIFICATIONS— (ATTACHED TO BLOCKING p MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS 8 CMU BLOCK 2' DRYWALL MIN. HEAD SIZE .300 14 P.T. 1x4 or 4"x4' MIN. Ix4 or 1x2 P.T. NAILER MIN. EMBEDMENT 1 4" NOTE: (SEE WINDOW/DOOR JAMB BLOCKING P.T. lx (4' WIDE MIN.) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED FASTENER SCHEDULE FOR ATTACHMENT —WALL INSULATION j THROUGH NON-STRUCTURAL MEMBER Ox or I6' OSB) DOOR CASING P.T. l2) 2x4: PRECAST OR POURED IN (R -VALUE PER ENERGY CALCS) SECURE 2nd 2x TO STRUCTURAL LU/ i3" TAPCON MIN. 1 4" EMBEDMENT INTO BLOCK MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) 4" TAPCON PLACE SILL (PER BLDR 2' GYPSUM WALL BOARD EACH END and e IS" O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 4") 8' FROM EACH 2' TEXTURED CEMENTITIOUS --(U 15 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1%6") PER MFR'S SPECIFICATIONS) END and s 18" O.C. MAX COATING MIN. (PER ASTM CONC. POURED CELL or C926) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 15/6") STRUCTURAL 2x MUST BE ON OUTSIDE SECURED (1) DRIVE PIN, 8" FROM EACH END and " � 18" O.C. MAX 8 CM ¢" P.T. FURRING STRIPS 16" O.C. 4C SCALE: I'=I'-m' THROUGH NON-STRUCTURAL MEMBER (lx or 16" OSB) MIN. SHANK SIZE .145 w/ 4" TAPCON MIN. 14' EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 --WOOD BASE MIN. EMBEDMENT 1 4" NOT AS N WINDOW TO BLOCK (+3y6SHI") EEDED P.T. (2) 2x6: n �a TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3yl6") I" ONCRETE SLAB DO NOT EXCEED 4' 4G F1SCALE: 1'=1'-m' SECURE TO BLOCK w/ (2) 4 TAPCONS (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 4") 8" FROM EACH AND REINFORCEMENT) 8' CMU BLOCK END and a 18' O.C. MAX Q � 0 Q or XTERIOR WALL FOOTING 2' DRYWALL UPLIFT UP TO 1,15 Ib BLOCK WALL SECTION -HIP ROOF AND REINFORCEMENT)OPAN FOR SIZE (SEE WINDOW/DooR JAMB BLOCKING 1x4 or 1x2 NP.T. NAILER 0218 oicE PINS, 8' FROM EACH ENE) and SIMPSON HTS20 w/ (10) 10d NAILS TO TRUSS � , P.T. Ix (4 WIDE MIN.) i, i" 2 SINGLE STORY SCALE: 3/4'=1' FASTENER SCHEDULE FOR ATTACHMENT (4) 4X2 4 TAPCONS INTO BOND BEAM RE -ENGINEERED MIN. SHANK SIZE .145 DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE .300 (ATTACHED TO BLOCKING ONTINUOUS BONE) MIN. EMBEDMENT 1 !" 1 PER MFR'S SPECIFICATIONS UPLIFT UP TO 2 350 Ib 4 BATT INSULATION ADHERED TO CEILING s" GYPSUM BOARD OR 2" NIGH (2) SIMPSON HT520 EACH SIDE OF TRUSS w/ BEAM BOARD (R -VALUE PER ENERGY CALLS) STRENGTH CEILING BOARD NOTE: (10) 10d NAILS TO TRUSS 4 (4) 4'X2 4" TAPCONS - STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM P.T. (2) 2x8: THROUGH NON-STRUCTURAL MEMBER (Ix or 16" OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS SECURE TO BLOCK wl (2) 4" TAPCONS Lu/ 6' TA N 1 4" EM 1 ") 8" FROM EACH M I CO EMBEDMENT INTO BLOCK 4 ...... , . ::.: -T ENE) and 18 O.C.MAX TAPCONS MIN. or OPENING 22' x 30" MIN, WOOD CASING AT SIDE WINDOW TO BLOCK (+2 %4") 2' COVER (2) DRIVE PINS, 8' FROM EACH END and 2" APART � 18° O.C. MAX 3 ATTIC ACCESS AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 %4") _ MIN. SHANK SIZE .145 SCALE: N.T.S. WOOD CASING 4 GYP. 4D5 TRUSS ANCHOR RETRO FIT MIN. HEAD SIZE .300 BOARD (TYP) SCALE. ]'=I' -O' SCALE: N.T.S. MIN. EMBEDMENT 1 4" A R C N I T E C TS Desi2Grouon . LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: SECTIONS/ DETAILS ARCHITECT: (STATE OF FLORIDA �lj, JAMES ELL AR 1 079 DATE 6/.4/18 SCA E: 1/4"=1'-0" SHEET D I NAILING SCHEDULE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK ad ROUND, MODIFIED OR T 2 YS" .131 110,000 RING T TOPP 4 BOTTOM EDGES 5 ROOF DIAPHRAGM - ASPHALT SHINGLE (SEE FOUNDATION PLAN FOR SIZE (16-20 RINGS AND REINFORCEMENT) AND REINFORCEMENT) PER INCH) AND REINFORCEMENT) 2x LBW (5TUp SIZE, SPACING PRE-ENGINEERED PRE-ENGINEERED Y6' O.S.B. or Y' CDX PLYWOOD - Sd RING SHANK GUN NAILS 6 4" O.C. 6 5UPPORTED PANEL . . . . . . . . . . . 4 LOCATION PER PLAN) ROOF TRU55 ROOF TRU55 LAW. w. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT EDGE5 AND Sd RING SHANK GUN NAILS a 6' O.C. 6 INTERMEDIATE SUPPORTS. SEE DETAIL. 4B SCALE. 3/4'=I'-0' SCALE: 3/4'=1'-0' ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS 6 4' O.C. EDGEWISE. ac zMA C 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 ad RING SHANK GUN IN 51MP5ON OR U5P HIGH –DOUBLE TOP PLATE TO STUD DOUBLE TOP PLATE TO STUD ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL �o STRENGTH EPDXY ((oMIN. w/ SIMP50N SP4 (U5P 5PT4) w / SIMPSON 5P4 lUSP 5PT4) EMBEDMENT) 32" O.G. MAX 6 32' O.C. MAX CDX EXTERIOR PLYWOOD or 1532" APA -RATED 0.5.5. (A5 PER MANUFACTURER'S i 2x 5TUD5 6 1(o" O.C. MAX 2x 5TUD5 e 16" O.C. MAX INSTALLATION SPEC IFICATION5) - ad RING SHANK GUN NAILS 6 4" O.C. -a SUPPORTED PANEL a PRE-ENGINEERED PRE-ENGINEERED NOTE: (U ANCHOR BOLT UNLE55 NOTED OTHERWISE UNLE55 NOTED OTHERWISE EDGE5 AND Sd RING SHANK GUN NAILS a 6" O.C. 'D INTERMEDIATE 5UPPORT5. SEE DETAIL. LOCATED 6' FROM TOP AND ROOF TRU55 ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS 4' O.C. EDGEWISE. TOP CHORD BLOCKING 4" BOTTOM 4 (1) NEAR MID -CENTER 2x CONTINUOUS 5TRE55 2x CONTINUOUS 5TRE55 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END. ; �* � z I BLOCKING 6 MID -WALL BLOCKING MID -WALL O.C. MAX IN FIRST (2) FRAMING SECURE TOP FLATE5 w/ 16d COMMON NAILS a 4' O.C. 5PACE5 6 EACH EN EXTERIOR WALL SHEATHING z � PRE-ENGINEERED TRU55 TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING 2-ROw5, 5TAGGERED - — %6' 0.5.5. or y' PLYWOOD or Y6" ZIP BOARD 5Y5TEM - Ed RING SHANK GUN NAILS @ 4' O.C. or RAFTER 1" GYPSUM WALL BOARD 2 I" GYPSUM WALL BOARD PANEL EDGES AND Sd RING SHANK GUN NAILS 4" O.G. TOP BOTTOM PANEL AND ad RING ROOF SHEATHIN (0.5.8. TO BE STRUCTURAL GRADE) TOP PLATE -----DOUBLE TOP PLATE TO STUD 1) 15 RE5AR VERTICALLY IN 2 Z � � SHANK GUN NAILS 6 6O.C. AT INTERMEDIATE 5UPPORT5. SEE DETAIL. w/ 6IMP50N 5P4 (USP 5PT4) CONC. POURED CELL ECURE BOTTOM PLATE TO SLAB w/" V7I­ (LOCATION PER PLAN) Y x 9 ANCHOR BOLT w/ 2" WASHER NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED A5 AN ACCEPTABLE FASTENER FROM v, ° C SET IN 51MP50N HIGH STRENGTH 24' O.G. MAX ANY MANUFACTURER. 2x CONOTINUOUS 5TRE55 ° –' d EPDXY (OR EQUIVALENT) 6' c (NOT LOAD BEARING) BLOCKING MID -WALL ECURE BOTTOM PLATE TO EMBEDMENT MIN. 6 32" O.C. MAX REQUIREMENTS, O.G. IN FIELD ONCRETE SLB LB w/ (1) 10UT NAIL TUp TO BOTTOM PLATE w/ z L or lSEE FOUNDATION PLAN FOR 51ZE 32" OC MAX 51ZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK ad ROUND, MODIFIED OR T 2 YS" .131 110,000 RING T TOPP 4 BOTTOM EDGES 5 (SEE FOUNDATION PLAN FOR SIZE (16-20 RINGS AND REINFORCEMENT) AND REINFORCEMENT) PER INCH) 5IMP50N 5P4 (U5P 0 4) � 32 AND REINFORCEMENT) ° a ° O.C. MAX BUILDINC: LENGTH a ° G aa • ONCRETE SLAB a ONCRETE SLAB �-9—INTERIOR BEARING -WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR 51ZE ROOF SHEATHING LAYOUT AND ENDWALL (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) AND REINFORCEMENT) BRACING FOR GABLE END FRAMING 4 ANp REINFORCEMENT) • ° NTERIOR BEARING WALL FOOTING Imommmmummor 60 n ad RING SUN NAILS 4° OC. ° --EXTERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR 51ZE NTERIOR BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE T TOPP 4 BOTTOM EDGES 5 (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) . . . . . . . . . . . INTERIOR LBW TO CMU INTERSECTION SINGLE STORY LAW. w. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT 4B SCALE. 3/4'=I'-0' SCALE: 3/4'=1'-0' 4A SCALE: 3/4'=1'-0' ac zMA C Lu ad RING SHANK GUN u 0 NAILS 6" O.C. IN FIELD �o �IIYIN PRE-ENGINEERED PRE-ENGINEERED ROOF TRU55 ROOF TRU55 �* � z I 4'-O' MINIMUM OVERLAP FDR TOP PLATE 5FLICE SECURE TOP FLATE5 w/ 16d COMMON NAILS a 4' O.C. z � z z TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING 2-ROw5, 5TAGGERED z o i u O (0.5.8. TO BE STRUCTURAL GRADE) TOP PLATE -----DOUBLE TOP PLATE TO STUD Z � � w/ 6IMP50N 5P4 (USP 5PT4) z 2x WOOD or METAL 5TUD5 MAX v, ° C 24' O.G. MAX 2x CONOTINUOUS 5TRE55 –' d Sd RING SHANK GUN NAILS 12' (NOT LOAD BEARING) BLOCKING MID -WALL z a O.G. IN FIELD 2x 5TUD5 a 16" O.C. MAX z L or UNLE55 NOTED OTHERWISE NOTE: Q a Sd x 3" SCREW SHANK BALLISTIC 5T FLOOR 5TUD5 TO 2ND FLOOR STUDS o u Q a ELECTRO GALVANIZED STRIP DO NOT SPLICE TOP PLATE " f S WITHIN 6 -0 SECURED w/ 51MP50N OR USP M5TA36 o Z NAILS ,@ 12" O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL �4' T4G 5U5FLOOR (ATTACHMENT 'NAILING �4" T4G 5UBFLOOR (ATTACHMENT SHEAR WALLS. METHOD PER SCHEDULE") METHOD PER 'NAILING SCHEDULE') u UNTHREADED SHANK TO EXTEND BEYOND T14ICKNE55 OF TH15 DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSS RE -ENGINEERED FLOOR TRU55 SUB -FLOOR SHEATHING WALL5 AND INTERIOR SHEAR WALLS. OUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP, 3/4' T4G SUB -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEM5ER5 TOP PLATE SPLICE DETAIL 2x 5TUD5 a 16' O.C. MAX (0.5.5. TO BE STRUCTURAL GRADE) 3OUBLE SCALE: 3/4'=1'-m' TOP PLATE UNLE55 NOTED OTHERWISE 1" 2 GYPSUM WALL BOARD !" GYPSUM WALL BOARD 2 I' Zx CONTINUOUS 5TRE55 2x CONTINUOUS 5TRE55 NOTE: RE -ENGINEERED GABLE TRU55 BLOCKING a MID -WALL BLOCKING 6 MID -WALL DIAGONAL BRACE a CENTER OF TRU55 5PAN or 2x4 BLOCKING BETWEEN ECURE BOTTOM PLATE TO 5LA5 w/ HIGHEST RIDGE. TRU55E5 AT FIRST (2) BAYS �' x 9' ANCHOR BOLT w/ 2' WASHER DIAGONAL BRACE TO BE 6 ANY SPAN 15'-0' OR (4'-0" O.C. s SHEATHING SEAMS) 2x STUD5 6 16" O.C. MAX SET IN 51MP50N HIGH STRENGTH GREATER (REFER TO TRU55 ENGINEERING FOR 2) 2x4 5YP *'2 DIAGONAL BRACE w/ (3) UNLE55 NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6' ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) 12d NAILS 'a EACH TRU55 (DIAGONAL —SECURE BOTTOM PLATE TO EMBEDMENT MIN. Q 32" O.C. MAX 0'-0" - 30'-0' USE (1) X -BRACE X -BRACING TO COVER 5-TRU55E5 SLAB w/ ll) 10d CUT NAIL TUp TO BOTTOM PLATE w/ 30'-1' - 60'-0' USE (3) X -BRACE 32" O.C. MAX 51MPSON 5P4 (USP 5PT4) � 32" # (1) X -BRACE 6 CENTER & (2) BRACE5 �E Ec ° O.C. MAX DIVIDED EQUALLY FROM CENTER TO END a° 4 a ONCRETE 5LAB ° a ° ONCRETE SLAB • (SEE FOUNDATION PLAN FOR SIZEL a • • (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) 5TIFF5ACK AT ALL UPRIGHTS OVER 4'-10' HIGH NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING (AS PER TRUSS ENGINEERING) (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR 51ZE PLASTIC OR METAL AND REINFORCEMENT) AND REINFORCEMENT) WEEP SCREE Two STORY L.B.W. w/ NO UPLIFT Two STORY L.B.W.w/ UPLIFT SHOWN w/ CMU (FRAME CONDITION 7B 5B 5A SAME X -BRACING REQUIREMENTS) WA2--CONT. 2x4 RAT -RUN ATTACHED TO EACH SCALE: 3/4'=1'-m' SCALE: 3/4'=1'-O' GABLE X- BRACING TRU55 w/ (2) 12d NAILS 1 INSTALLED 8 MID -POINT OF TRU55 SPAN SCALE: 3/4'=1'-O' or 10'-0" O.C. MAX A R C H I T E C T S �'Des I n Grou �nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdeslgngroup.com AA #: 0003325 E c0 v; E 0 t C SUBDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA JAMES AR I DAT �- 6/4/18 sCALE:1/4 1"-0" SHEET D 2 �IIYIN E c0 v; E 0 t C SUBDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA JAMES AR I DAT �- 6/4/18 sCALE:1/4 1"-0" SHEET D 2 2x RIDGE ONE SIZE LARGER THAN ( `-PRE-ENGINEERED RAFTER SIZE w/ MIN. (3) 12d NAILS TRUSS or MIN. (4) 10d GUN NAIL 1x6 COLLAR TIE s EVERY OTHER 111111111 RAFTER w/ MIN. (3) 12d NAILS or ; , m 111111111 MIN. (4) lmd GUN NAIL 0 < a GYPSUM BOARD OR SIMPSON VTCB or USP VTT 111111111 m > 1' HIGH STRENGTH CEILING SPACING (1) ,a EACH N 2x RAFTER o 2 ENE) BOARD AND 6'-O" O.C. MAX 1x8 NAILER SECURED TO TRUSSES INGLE 2x TOP PLATE BELOW w/ (2) 12d NAILS or (3) 10d I" 1 GUN NAILS EACH TRUS z GYPSUM WALL BOARD 1111111 1 111111111 % I 111111111 Illllllll 2x WOODS STUDS 6 24' O.C. RAFTER TO TRUSS w/ 5IMP50N (SIZE PER PLAN) MT512 or USP MTW12 ALTERNATE CONNECTION (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES PENETRATION w/ 5IMP50N or USP M5TA24 a SECURE BLOCKING TO TRUSS BOTTOM CHIORD w/ CONVENTIONALLY FRAMED ROOF (3) 12d NAILS e EACH END. 4 SCALE: 3/4'=I'-0' RE -ENGINEERED ROOF TRUSSES ECURE BOTTOM PLATE TO OOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES SLAB w/ 10d MASONRY TYPICAL VALLEY TRUSS CONNECTION NAILS 32° O.C. MAX 1 SCALE: 3/4'=1'-0' 1 2x4 SECURED TO GABLE END w/ (2) 12d e EACH UPRIGHT ONCRETE SLAB 2x4 SECURED TO GABLE END w/ (SEE FOUNDATION PLAN FOR (2) 12d SPACED (o' - 8' O.C. MAX SIZE AND REINFORCEMENT) WATER RESISTANT BACKERBOARD a a (DENSHIELD) 2x4 RAFTER s 24' O.C. n 1/2' DENSHIELD (SEAT DECK MUST P.T. 2x STUD BE SLOPED 1/2" MIN. TO PAN) 5IMP50N L30 or USP A3 INTERIOR NON—BEARING WALL or 8" CMU BLOCK WALL APELASTIC AQUA DEFENSE WATER PROOF BLOCKING (EACH END)- 7A WOOD STUDS SCALE: 3/4'=1'-0' MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES)RE-ENGINEERED TRUSS AULK BEAD BETWEEN DENSHIELD 2x4 BLOCKING EACH RAFTER P.T. 2x4 STUDS AND FIBERGLASS PAN APPLIED � 16" O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) VANES PER PLAN INSTALLATION" GYPSUM BOARD OR SIMPSON 1-125A1 ­125A or USP RTIA g —SHOWER PAN a e EACH RAFTER TAIL CONNECTIO 1' HIGH STRENGTH CEILING2 (FIBERGLASS OR CERAMIC) 6IMP50N L30 or USP A3 BOARD TOP OF EACH RAFTER CONNECTIO 3 %" TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ 2 SHOWER SEAT FRAMED OVERHANG DRYWALL SCREWS (EACH TRUSS SCALE. 3/4 -I (d 5 NG or 24 O.C. MAX) SCALE: 3/4'= I'-0' -'" GYPSUM WALL BOARD 3 %" METAL STUDS (25 GAUGE) 24" O.0 w/ FULL LENGTH LAYER OF A PRECAST LINTEL 1/2" TYPE GYPSUM ATTACHED TO EACH SIDE WALLBOARD, O.C. /—SECURE 2x TO CMU w/ (2) %" x 3. TAPCONS A R C H IT E C TS Ir. r%%Jll l -U RCMUMPA OLYIJ. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E c0 v; E 0 c Z "f-ti.n F_ivv AAN "Via V.L,. FiHx 3 '/g" BOTTOM CHANNEL (25 or ECURE 2x4 FLAT TO GAUGE) BOTTOM CHANNEL TO SUBDIV. & LOT: DRIVE PIN BLOCK w/ CUT NAILS SLAB w/ 106 x 1' MIN, MASONRY KENSINGTON IN. SHANK SIZE .145 NAIL w/ WASHER 6 32" O.C. MAX. EMBEDMENT OF IY4") RESERVE EACH END AND ala'O.C. MAX ° - ONCRETE SLAB (LOT 101) WALL SHEATHING(SEE FOUNDATION PLAN FOR L o z SIZE AND REINFORCEMENT) AND ATTACHMENT METHOD n o MODEL: R "NAILING SCHEDULE") a LARGO m _ a (VERSION#01) ECURE 2x6 MIN. TO BLOCK w/ . 2x8 STUD BLOCK PROJECT ASH x 9" ANCHOR BOLTS w/ 2" WASHER 5T D GAUGE IS HEIGHT SPECIFIC. CONSULT 02997.000/101R1 B SET IN SIMPSON or USP HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD HEIGHT LIMITS. PAGE: (MIN. (o" EMBEDMENT) INTERIOR NON—BEARING WALL 7'i B METAL STUDS SCALE: 3/4'=I' -m' SECTIONS/ DETAILS — SECURE 2x(o MIN. TO BLOCK w/ (3)y' x 9" ANCHOR BOLTS w/ 2"" TEXTURED CEMENTITIOUS 1) REBAR VERTICALLY IN CONC. POURED CAST OR POURED IN WASHER SET IN SIMPSON or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) CE SILL (PER BLDR) HIGH STRENGTH EPDXY (MIN. 6' C92(o) OVER CMU8" CMU BLOCK EMBEDMENT - ARCHITECTS STATE OF FLORIDA .......... 8" CM FATHER STRIP MOLDING AROUND DOOR (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED JAMESNLL CELL w/ (3)Y2' x 9' ANCHOR BOLTS w/ 2' AR P40 1Z079 GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. (o' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS I" MIN. SLIDE —GVERHEAD GARAGE DOOR (BY OTHERS) ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT ROOM ALVANIZED STEEL VERTICAL TRACK 3 SCALE: 3/4'=1'-0' A 6 (BY OTHERS - INSTALLED PER SCALE: 3/4'=r-0' B SCSECTION ALE: N.T.S. MANUFACTURER'S SPECIFICATIONS) DATE 0/4/18 scAa E: 1/4„=1'-0” sHltET D 3 l 8 MIN WITHIN 8" OF ROUGH OPENING (UP TOS -0') (TYPE PE T RE PLA I A R C H IT E C TS Ir. r%%Jll l -U RCMUMPA OLYIJ. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E c0 v; E 0 c Z "f-ti.n F_ivv AAN "Via V.L,. FiHx 3 '/g" BOTTOM CHANNEL (25 or ECURE 2x4 FLAT TO GAUGE) BOTTOM CHANNEL TO SUBDIV. & LOT: DRIVE PIN BLOCK w/ CUT NAILS SLAB w/ 106 x 1' MIN, MASONRY KENSINGTON IN. SHANK SIZE .145 NAIL w/ WASHER 6 32" O.C. MAX. EMBEDMENT OF IY4") RESERVE EACH END AND ala'O.C. MAX ° - ONCRETE SLAB (LOT 101) WALL SHEATHING(SEE FOUNDATION PLAN FOR L o z SIZE AND REINFORCEMENT) AND ATTACHMENT METHOD n o MODEL: R "NAILING SCHEDULE") a LARGO m _ a (VERSION#01) ECURE 2x6 MIN. TO BLOCK w/ . 2x8 STUD BLOCK PROJECT ASH x 9" ANCHOR BOLTS w/ 2" WASHER 5T D GAUGE IS HEIGHT SPECIFIC. CONSULT 02997.000/101R1 B SET IN SIMPSON or USP HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD HEIGHT LIMITS. PAGE: (MIN. (o" EMBEDMENT) INTERIOR NON—BEARING WALL 7'i B METAL STUDS SCALE: 3/4'=I' -m' SECTIONS/ DETAILS — SECURE 2x(o MIN. TO BLOCK w/ (3)y' x 9" ANCHOR BOLTS w/ 2"" TEXTURED CEMENTITIOUS 1) REBAR VERTICALLY IN CONC. POURED CAST OR POURED IN WASHER SET IN SIMPSON or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) CE SILL (PER BLDR) HIGH STRENGTH EPDXY (MIN. 6' C92(o) OVER CMU8" CMU BLOCK EMBEDMENT - ARCHITECTS STATE OF FLORIDA .......... 8" CM FATHER STRIP MOLDING AROUND DOOR (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED JAMESNLL CELL w/ (3)Y2' x 9' ANCHOR BOLTS w/ 2' AR P40 1Z079 GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. (o' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS I" MIN. SLIDE —GVERHEAD GARAGE DOOR (BY OTHERS) ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT ROOM ALVANIZED STEEL VERTICAL TRACK 3 SCALE: 3/4'=1'-0' A 6 (BY OTHERS - INSTALLED PER SCALE: 3/4'=r-0' B SCSECTION ALE: N.T.S. MANUFACTURER'S SPECIFICATIONS) DATE 0/4/18 scAa E: 1/4„=1'-0” sHltET D 3 �vHINGLE5 OR TILE (PER BLDR) SHINGLES OR TILE (PER BLDR) BATT OR BLOWN -IN INSULATION REFER TO DETAIL 1/p2 FOR GABLE (R -VALUE PER ENERGY CALCS OVER 130 FELT PAPER (OR APPROVED OVER *30 FELT PAPER (OR APPROVED X -BRACING REQUIREMENTS PRE-ENGINEERED ROOF TRU56 EQUAL) INSTALLED PER SECTION 8905 OF EQUAL) INSTALLED PER SECTION R905 OF RE -ENGINEERED THE FBCR, 6TH EDITION (2011) THE FBCR, 6TH EDITION (2011) GABLE ROOF TRUSS TWI5T STRAP (PER PLAN DOUBLE TOP PLAT OVER ROOF SHEATHING (TYPE AND OVER ROOF SHEATHING (TYPE AND 2x4 BLOCKING BETWEEN TRUSSES ATTACHMENT METHOD PER 'NAILING ATTACHMENT METHOD PER "NAILING AT FIRST l2) BAYS METAL DRIP EDS f SCHEDULE') SCHEDULE' (4'-0" O.C. e SHEATHING SEAMS) 1/21 2x6 SUB -BAN $' GYPSUM BOARD OR Z" NIGH METAL DRIP EDG = STRENGTH CEILING BOARD 2x6 SUB -BAN = AIL VENTED i IMPSON 5P2 (USP 5PT24) ,a EVERY VENTED ALUMINUM SOFFIT TIFFBACK AT ALL UPRIGHTS ALUMINUM SOFFIT OVER 4'-10" HIGH- 2 x 2" WOOD SCREWS EXTERIOR BEARING STUD. (AS PER TRUSS ENGINEERING) - FOR CONDITIONS WHERE TRUSS AND--WALLPER FLAN ONT. 2x4 RAT -RUN ATTACHED TO - SPACER PER PLAN STUD LINE-UP, USE A SIMPSON H10A DOUBLE TOP PLAT EACH TRUSS w/ (2)12d NAILS 2 -LAYER WATER RESISTANT BARRIER, OVER 2x4 STUDS a 16' O.C. (USP RT16A) INSTALLED s MID -POINT OF TRUSS WINDOW HEADER ALL INSULATION " TEXTURED CEMENTITIOU5 COATING MIN. SPAN or 10'-0" O.C. MAX - (SIZE PER PLAN (R -VALUE PER ENERGY CALCS) _ 2x8 BLOCKING i' TEXTURED GEMENTITIOUS COATING MIN. INDOW (PER PLAN) ATTACHMENT (PER ASTM G926) OVER PAPERBACK ,�---BATT OR BLOWN -IN INSULATION, = SECURED w/ (3) 12d $ (PER ASTM C926) OVER PAPERBACK PER MFR. SPECIFICATIONS EXPANDED METAL LATH OVER APPROVEDL ,� Y Y Y Y Y 4 (R -VALUE PER ENERGY CALCS) m = NAILS -8 EACH EN EXPANDED METAL LATH, OVER APPROVED — 2 -LAYER WATER RESISTANT BARRIER, OVER � WALL SHEATHING (TYPE AND ATTACHMENT SECURE 2x4 TO DBL TOP PLATE w/ x 6' METHOD PER 'NAILING SCHEDULE" THRU-BOLTS 6 32' O.C. MAX, then SECURE GABLE WALL SHEATHING (TYPE AND ATTACHMENT INDOW SILL TO 2x4 w/ 12d NAILS S' O.C. MAX „ I/2 METHOD PER NAILING SCHEDULE') WALL INSULATION or - EXTERIOR BEARING STUDS (R -VALUE PER ENERGY CALCS = RYWALL CONTINUOUS 2x4 w/ (4) 16d NAILS TOP [51ZE AND SPACING PER NOTE *21 SECURE GABLE TO DBL TOP PLATE w/ 51MP50N OF FLOOR TRUSS (TOP 2x4 SUPPORTS UNDER CATEGORY TIMBER ON WINDOW HEADER HSA10 24" O.C. MAX BOTTOM PLATE OF 2nd FLOOR WALL GENERAL NOTES SHEET GN)] (SIZE PER PLAN) (or EQUIVALENT INSTALLED PER MFR'S SPECS) WALL MOUNT RAIL BLOCKING kor SHEATHING MUST NOT BREAK WITHIN /4" T4G 5UBFLOOR (ATTACHMENT SECURE GABLE TO DBL TOP PLATE w/ SIMPSON METHOD PER "NAILING SCHEDULE') M5TA24 a 32' O.C. MAX 1'4' MIN. FROM 2nd FLOOR LIN FRAME WALL SECTION —GABLE ROOF Cor EQUIVALENT INSTALLED PER MFR'S SPECS) RAILING DETAIL CONTINUOUS 2x6 w/ (6) 16d NAILS 6 4 f 3 SCALE: 3/4'=I' -O' 413 SCALE: N.T.S. BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 RE -ENGINEERED FLOOR TRUSS IS A NAILER FOR WALL SHEATHING 7B NOTE: -- SHINGLES OR TILE (PER BLDR) WA2 8" GYPSUM BOARD OR 2" HIGH BATT OR BLOWN -IN INSULATION (R -VALUE PER ENERGY CALCS STRENGTH CEILING BOARD HANDRAILS WITH A CIRCULAR GROSS PRE-ENGINEERED ROOF TRUS OVER *30 FELT PAPER (OR APPROVED PLASTIC OR METAL WEEP SCREE 1'1BEDDED STRAP HANDRAIL SECTION SHALL HAVE AN OUTSIDE EQUAL) INSTALLED PER SECTION 8905 OF CONC. FILLED U -BLOCK w/ (PER PLAN) DIAMETER OF AT LEAST 1 a INCHES (32 MM) / THE FBCR, 6TH EDITION (2011) (U 05 CONTINUOUS REBAR RECAST LINTEL AND NOT GREATER THAN 2 INCHES (51 MM). DOUBLE TOP PLAT (SIZE AND REINFORCEMENT IF THE HANDRAIL IS NOT CIRCULAR, IT / OVER ROOF SHEATHING (TYPE AND WINDOW (PER PLAN) SHALL HAVE A PERIMETER DIMENSION OF METAL DRIP EDG ATTACHMENT METHOD PER 'NAILING ATTACHMENT PER MFR. PER PLAN) AT LEAST 4 INCHES (102 MM) AND NOT 2x(o SUB -BAN SCHEDULE') SPECIFICATION 0/4k MAX GREATER THAN 6 4 INCHES (160 MM) WITH VENTED A MAXIMUM CROSS SECTION OF DIMENSION ALUMINUM 5OFFIT 10OF 2 i INCHES (51 MM). EDGES SHALL HAVE $" TEXTURED GEMENTITIOU5 COATING MIN. s" GYPSUM BOARD OR Z" HIGH ALL INSULATION z X MIN A MINIMUM RADIUS OF 0.01 INCH (025 MM). (PER ASTM C926) OVER PAPERBACK STRENGTH CEILING BOARD (R -VALUE PER ENERGY CALCS) m EXPANDED METAL LATH, OVER APPROVED SIMP5ON 5P2 (U5P 5PT24) Q EACH 2X8 STUD PRECAST OR POURED IN 2 -LAYER WATER RESISTANT BARRIER, OVER 0000 UPLIFT CONNECTOR PLACE SILL (PER BLDR) �, � GYPSUM WALL BOARD WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER "NAILING SCHEDULE" " TEXTURED GEMENTITIOUS — —(1)'B REBAR VERTICALLY IN FULL WALL COATING MIN. (PER ASTM ,a GONG. POURED CELL 2x8 5YP2 WOOD 5TUD5 6 12" O.C. MAX 092(o) OVER CM (LOCATION PER PLAN) THE CLEAR SPACE --" P.T. FURRING STRIPS 16' O.C. BETWEEN THE Y" DIAMETER ANCHOR BOLT 8' GM 4 HANDRAIL AND THE 12' O.C. MAX w/ T EMBEDMENT WALL SHALL BE 1,V2' w/ 2" DIAMETER WASHER 2" GYPSUM WALL BOARD ----WOOD BASE p ly„ 2x8 5YP "2 WOOD 5TUD5 6 12' O.C. MAX IMPSON SP1 (USP 5PT22) 42 KNEEWALL EACH 2x(5 STUD a d c 7B 1) COURSE TIE -BEAM POURED SOLID w/ y ONCRETE SLAB WA2 CONCRETE w/ (1) 05 REBAR HORIZONTALLY d d L (SEE FOUNDATION PLAN FOR 51ZE CONTINUOUS HANDRAIL IRECAST LINTEL ZD REINFORCEMENT) WINDOW (PER PLAN)14 (SIZE AND REINFORCEMENT auTERIOR WALL FOOTING 34" MIN. TO 38° MAX A.F.F. o ATTACHMENT PER MFR. PER PLAN) (SEE FOUNDATION PLAN FOR SIZE Z SPECIFICATION FRAME ON BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) o 1 Two STORY SCALE: 3/4'=VSTAIR HANDRAIL a LU 4A Two STORY SCALE: 3/4'=r z " PRECAST OR POURED IN LLI PLACE SILL (PER BLDR L 0 z z 2" TEXTURED CEMENTITIOUS ALL INSULATION 16d NAILS 8' O.C. MAX 8" TEXTURED GEMENTITIOU5 COATING MIN. (PER W zCOATING MIN. (PER ASTM 0 0 (R -VALUE PER ENERGY CALG5) 2x4 BLOCKING -a EACH BRACE. TOENAIL ASTM 0926) OVER PAPERBACK EXPANDED METAL ONTINUOUS 2x4 w/ (4) 16d NAILS TOP Q t:: 0926) OVER GM I INTO TRU55 w/ (4) 16d NAILS a EACH EN LATH, OVER APPROVED 2 -LAYER WATER RESISTANT � o g" GYPSUM WALL BOARD OF FLOOR TRUSS (TOP 2x4 5UPPORT5 0 3/4' T4G 5U5FLOOR (ATTACHMENT BARRIER, OYER WALL SHEATHING (TYPE ANp BOTTOM PLATE OF 2nd FLOOR WALL) > N 4" P.T. FURRING STRIPS s 16" O.C. METHOD PER "NAILING SCHEDULE" ATTACHMENT METHOD PER NAILING SCHEDULE)/4' T4G 5UBFLOOR (ATTACHMENT 1) 15 CONTINUOUS REBAR 6 16" O.C. MAX, IN EXTERIOR BEARING STUDS /---METHOD PER "NAILING SCHEDULE") o r CONCRETE POURED CELL Sd RING SHANK NAILS a 4" O.C. [SIZE AND SPACING PER NOTE `� 1 o (VERIFY PER PLAN) MAX INTO BLOCKING*21, UNDER CATEGORY TIMBER m a ,,, OOD BASE ON GENERAL NOTES SHEET GN)]RE-ENGINEERED FLOOR TRUSS N Q z ° 2'-m" PRE-ENGINEERED FLOOR TRUS z u1 (MIN. IN SLAB) EMBEDDED STRAP -----CONTINUOUS 2x6 w/ (6) 16d NAILS e `4F1 REBAR 48' LONG w/ 6' HOOK 7B (or EQUIVALENT) 7B BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 24' O.C. (MIN. 24" IN SLAB) 2x4 BRACE a 48' O.C. w/ (5) 12d NAILS WA (PER PLAN) WA2 -' � IS A NAILER FOR WALL SHEATHING) . a 6 EACH EN d d d s5r 1. ,�; � i " GYPSUM BOARD OR Z HIGH a 4 CONCRETE REINFORCED w/ FIBERMESH AT STRENGTH CEILING BOAR �:: 2" TEXTURED CEMENTITIOUScO z a d A RATE OF .151b5 PER CUBIC YARD ON 6 -MIL COATING MIN. (PER ASTM I" N o GYPSUM BOARD OR - NIGH _ o �, � a POLY ETHYLENE VAPOR BARRIER ON WELL GONG. FILLED U -BLOCK w/ C926) OVER CMU '' STRENGTH CEILING BOARD d COMPACTED CLEAN TERMITE TREATED FILL (1) 05 CONTINUOUS REBAR NOTE. z w (0" 6" 0 3) *5 RE BAR ON CHAIRS ONC. FILLED U -BLOCK w/ � } /� STRUCTURAL SHEATHING MUST NOT (1) #5 CONTINUOUS REBAR ° 2'-011 BREAK WITHIN 1'-4' MIN. FROM 2nd PERPENDICULAR 2 FLOOR TRUSS CONNECTION FLOOR LINE OPEN TO ABOVE WALL SECTION SCALE;3/4':I-m' PARALLEL TO BLOCK TO BLOCK Two STORY SCALE, 3/4'=V-0' A R C H I T E C T S Des!gn Grou�rn�. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: SECTIONS DETAILS ARCHITECT= STATE OF FLORIDA r ` V JAMES C LL AR N 909 DATE:�6/4/18 SCA :1/.4'"=1"-0'" SHEET A .mom�am SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: SECTIONS DETAILS ARCHITECT= STATE OF FLORIDA r ` V JAMES C LL AR N 909 DATE:�6/4/18 SCA :1/.4'"=1"-0'" SHEET A MSTCM40 1/16' O.S.B. SHEATHING OR (INSTALLED ON TOP OF 1/2' CDX PLYWOOD 5.5. O�S.B. SHEATHING OR WALL SHEATHING _ 1/2" CDX PLYWOOD 2x4 EXTERIOR WALL A >< STUDS CONNECT TOP OF STRAP 2x4 BOTTOM PLATE To SOLID STUD W/ (16) lbd PLAN VIEW — 2x4 WALL SINKER NAILS PRE-ENGINEERED FLOOR MSTCM40 TRUSS ( INSTALLED ON TOP OF 1/16' O.S.B. SHEATHING OR WALL SHEATHING 1/2' CDX PLYWOOD M5TCM40 2X6 EXTERIOR WALL ASTUDS 2X6 BOTTOM PLATE CONNECT BOTTOM OF PLAN VIEW — 2x6 WALL STRAP TO CMU BLOCK WALL W/ (12) J' TAPCONS EXTERIOR STUD WALL — OUTSIDE CORNER MSTCM40 (INSTALLED ON TOP OF WALL SHEATHING SCALE: RTS. 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD 2x4 EXTERIOR WALL ` STUDS 2x4 BOTTOM PLATE PLAN VIEW — 2x4 WALL MSTCM40 ( INSTALLED ON TOP OF WALL SHEATHING 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD v 1X6 EXTERIOR WALL STUDS ------2X6 BOTTOM PLATE PLAN VIEW — 2x6 WALL EXTERIOR STUD WALL — INSIDE CORNER SCALE: V.S. NOTE: = MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS IS 1 Yz' 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (16) lbd SINKER NAILS PRE-ENGINEERED FLOOR TRUSS MSTCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) 4' TAPCONS NOTE: = MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS IS 1 V 2X EXTERIOR WALL STUDS ' T t G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE • o• . . ].. rl m, F"10 FIRS WE Mid • • O oZ All .. � V M -1< z_i Ll Zm • : W o:PF .. ELEVATION VIEW A SCALE: N.T.S. FIN. TOP OF MASONRY WALL B ELEVATION VIEW SCALE: V.S. 2X EXTERIOR WALL STUDS IDS DBL. STDG 2x4 BOTTOM PLATE 2x4 EXTERIOR WALL STUD: 1116' D.S.B. SHEATHING OR 1/2' CDX PLYWOOD C PLAN VIEW — 2x4 WALL ' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE 2X6 BOTTOM PLA1 2X6 EXTERIOR WALL STUD n E SUll rl m, F"10 FIRS WE Mid • • O ON Vol /roll.. vflo C. � All MIN � V 1116' D.S.B. SHEATHING OR 1/2' CDX PLYWOOD C PLAN VIEW — 2x4 WALL ' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE 2X6 BOTTOM PLA1 2X6 EXTERIOR WALL STUD n E SUll I °n ii . 7r 77n � V ' Ll 1/I6' OSB. SHEATHING OR I/Z' GDx� PLYWOOD PLAN VIEW — 2x6 WALL DBL. STUD REQUIRED W/ 2x4 WALL 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD SECOND FIN. FLR RE -ENGINEERED FLOOR TRUSS ONC. FILLED LINTEL BLOCK W/ (1) 05 ONTINUOUS REBAR rT-4 SECURED TO STUD W/ (20)10d 1 ;'NAILS V A.T.R. IN HIGH STRENGTH EPDXY IIN.1' EMBED) 'RE -ENGINEERED FLOOR TRUSS :ONC. FILLED LINTEL BLOCK W/ (1) 05 CONTINUOUS REBAR 4TT-4 SECURED TO STUD W/ (20)10d K 1 I' NAILS 5/8' A.T.R. IN HIGH STRENGTH EPDXY 'MIN. 1' EMBED) 2X EXTERIOR WALL STUDS HTT-4 SECURED TO STUD W/ (20)10d X 1 I' NAILS HTT-4 SECURED t0 STUD i PRE-ENGINEERED FLOOR TRUSS W/ (20)10d X 1 J' NAILS M �5/8' A.t.R. IN HIGH STRENGTH EPDXY SECOND FIN. FLR i (MIN. 1' EMBED) MASONRY WALL ` a PRE-ENGINEERED FLOOR— TRUSS (GIRDER DRAWN) 17, 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD 5/8' A.t.R BEARING POST/ BEARING STUDS (PER PLAN) EXTERIOR STUD WALL — CORNER TO POST SCALE: V.S. TOP OF WALL PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) NTT -4 SECURED t0 STUD W/ (20) 10d X I J' NAILS 5/6' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) FOUNDATION (PER PLAN) SOLID BLOCKING REQUIRED UNDERNEATH STUD a� '—CONC. FILLED LINTEL BLOCK W/ (1) 65 CONTINUOUS REBAR ELEVATION VIEW C SCALE: N.TS. EXTERIOR STUD WALL — PERPENDICULAR TO BLOCK SCALE: V.S. A R C H IT E C T S Des!2Grouo1n . LUryuwvuu, tL SL IOU PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �DOOOOOOOOJ SUBDIV Be LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT: 02997.000/10181 PAGE: SECTIONS/ DETAILS ARCHITECT STATE OF FLORIDA JAMES DATE• 0/4/18 SC :1/4"=1'-0" :SHEET _ A R C Hl T E C TS LONGWOOD, FL 32750 - r PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 NOTE: ECURE EACH KING SCUD TO TOP PLATE w/ STRUCTURAL SHEATHING MUST NOT SIMPSON SP4 or USP SPT4 BREAK WITHIN 1'-4' MIN. FROM 2nd (FOR 2x6 WALL USE SIMPSON SP6 or USP SPT(o) FLOOR LINE XTERIOR BEARING STUDS PRE-ENGINEERED ROOF TRUSS' [SIZE AND SPACING PER NOTE 021, -PRE-ENGINEERED TRUSSES w/ TRUSS UNDER CATEGORY TIMBER ON CONNECTOR (VERIFY w/ TRUSS PLAN) GENERAL NOTES SHEET GN)] CONTINUOUS 2x4 w/ (4) Ibd NAILS ,@ TOP OUBLE TOP PLATE OF FLOOR TRUSS (TOP 2x4 SUPPORTS RIPPLE STUDS is 16' O.C. MAX BOTTOM PLATE OF 2nd FLOOR WALL) ING STUDS SIMPSON MT512 or USP MTW12rz�_� (SEE 'MINIMUM WALL AND HEADER STUD 2x DOUBLE TOP PLAT TO LEDGER a 24' O.C. OODOODOOOJ REQUIREMENTS' CHART ON FRAMING PLAN PRE-ENGINEERED ROOF TRUSSES RE -ENGINEERED FLOOR TRUSS HEADER FOR DETAILS AND SPECIFICATIONS) DOUBLE 2x6 LEDGER (SIZE PER PLAN) CURE JACK STUDS TO HEADER or CONVENTIONALLY -FRAMED SECURED TO TRUSS w/ %8' x 5' w/ SIMPSON or USP LSTA12 RAFTE LAG SCREWS 6 24' O.C. MAX (EACH SIDE OF OPENING) MBEDDED STRAP CONTINUOUS 2x6 w/ (6) 16d NAILS g (PER PLAN) JACK STUDS BOTTOM OF FLOOR TRUSS (BOTTOM 2x6(SEE ,.a MINIMUM WALL AND HEADER STUD IS A NAILER FOR WALL SHEATHING) PRECAST LINTEL REQUIREMENTS' CHART ON FRAMING PLAN (SIZE AND REINFORCEMENT CFOR DOOR /WINDOW DETAILS AND SPECIFICATIONS) PER PLAN) _77 OPENING XTERIOR BEARING STUDS EDGER CONNECTION AT FLOOR TRUSS [SIZE AND SPACING PER NOTE 021, (:Dim UNDER CATEGORY TIMBER ON =RPEND1CUt.AR SCALE: 3/4'=r-0' GENERAL NOTES SHEET GN)] ECURE EACH JACK 4 KING STUD ROOF SHEATHING (TYPE AND NOTE: TO BOTTOM PLATE w/ SIMPSON SP4 ATTACHMENT METHOD PER 'NAILING STRUCTURAL SHEATHING MUST NOT O or USP SPT4 SCHEDULE' BREAK WITHIN 1'-4' MIN. FROM 2nd 2x BLOCKING UNDER WALL FLOOR LINE ECURE BOTTOM PLATE TO SLAB w/ STUDS, SECURED BETWEEN PRE-ENGINEERED ROOF TRUSS[SIZE EXTERIOR BEARING STUDS AND SPACING PER NOTE X11, }�' x 9' ANCHOR BOLI w/ 2' WASHER TRUSS BAYS w/ (3)12d NAILS ,s EACH EN UNDER CATEGORY TIMBER ON SEt IN SIMPSON HfGH STRENGTH EPDXY (OR EQUIVALENT) 6 2x STUDS SPACING PER PL GENERAL NOTES SHEET GN)]EMBEDMENT MIN. 9 32' O.G. MAX MT512 6 EVERY STU 2x BOTTOM PLA SIMPSON MTS12 or USP MTW12 EXTERIOR WINDOW DOOR OPENING 4 IN FRAME WALL DORMER ATTACHMENT SIZE AND SPACING OF STUDS PER PLAN TO LEDGER 6 24' O.G. SCALE: 3/4'4-0' 6 TWO STORY SCALE: 3/4'--1'-0' PIRE-ENGINEERED FLOOR TRUSS DOUBLE 2x6 LEDGER SECURED TO TRUSS w/ %' x 5' SECURE EACH KING STUD TO TOP PLATE w/ SIMPSON 5P8 or USP SPT8 LAG SCREWS a 32' O.C. MAX SIMPSON SP4 or USP SPT4 6 TOP 4 BOTTOM a MBEDDED STRAP (FOR 2x6 WALL USE SIMPSON SP6 or USP SPT(o) (PER PLAN) RE -ENGINEERED TRUSSES w/ TRUSS ----PRE-ENGINEERED TRUSSES w/ TRUSS a PRECAST LINTEL CONNECTOR (VERIFY w/ TRUSS PLAN) r CONNECTOR (VERIFY w/ TRUSS PLAN) - ISiZE AND REINFORCEMENT �--flOUBLE TOP PLATE PER PLAN) HEADER OUBLE TOP PLATE RIPPLE STUDS a 16' O.C. MAX (SIZE PER PLAN) LEDGER CONNECTION AT 2 FLOOR TRUSS --KING STUDS 'MINIMUM SIMPSONSTA24 J� USP PARALLEL SCALE: 3/4'=r-0' HEADER (SEE WALL AND HEADER STUD o o S tu D (SIZE PER PLAN) REQUIREMENTS' CHART ON FRAMING PLAN FOR DETAILS AND SPECIFICATIONS) 2x8 SYP 1*2 WOOD STUDS a 12' O.C. MAX. WALL SHEATHING t0 BE WITHIN �' OF ECURE JACK STUDS TO HEADER WINDOW/DOOR OPENING. WALL SHEATHING NOTE: 1/16' O.S.B. SHEATHING OR 1/2' CDX w/ SIMPSON or USP LSTA12 MAX (TYPE AND ATTACHMENT METHOD PER SHEATHING MUST NOT BREAK AT PLYWOOD CONTINUOUS TO BLOCK (EACH SIDE OF OPENING) OPENING 48' 'NAILING SCHEDULE') JOINT OF WALL AND INTERSECTING ROOF DECKING. CONT. 2x4 W/ (4)16D NAILS a TOP OF FLOOR TRUSS JACK STUDSCISEE 'MINIMUM WALL AND HEADER STUD 2) JACK STUDS � (2) KING SCUDS g EACH (TOP 2x4 SUPPORTS BOTTOM PLATE DOOR / WINDOW OPENING REQUIREMENTS' CHART ON FRAMING PLAN SIDE OF OPENING OF 2ND FLOOR) � FOR DETAILS AND SPECIFICATIONS) JACK STUD ASSEMBLY TO BE SECURED 2X EXTERIOR STUDS 1/16' O.SB. SHEATHING OR I/2' CDX EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE #21, ONE PLY AT A TIME. USE 12d NAILS (2) WITHIN 6' FROM EACH END 4 NO MORE PLYWOOD OVER PRE-ENGINEERED ROOF TRUSSES UNDER CATEGORY TIM ON BER THAN 12' O.C. STAGGERED GENERAL NOTES SHEET GN)] �o Q NOTE: ROOF CONDITIONS MAY JACK STUD ASSEMBLY t0 BE SECURED ONE PLY AT A TIME. USE 12d G VARY NAILS, (2 L , ) WITHIN 6' FROM EACH END 4 SECOND FIN. FLR � NO MORE THAN 12' O.C. STAGGERED , CURE EACH JACK 4 KING SCUD WINDOW SILL w/ CRIPPLE g ' R PPLE STUDS 16 O.C. TO BOTTOM PLATE w/ SIMPSON SP4 ' DIAMETER ANCHOR BOLT � 12' O.C. � or USP SPT4 � � MAX w/ i' EMBEDMENT w/ TOP OF WALL O HEATHING t0 LAP TO TOP OF WASHER • MASONRY WALL IMPSON or USP MSTAM24 s EACH JACK SHEATHING MUST NOT BREAK 1'-4' MIN. SECURED w/ (3)Y' x I %' TAPCONS TO PRE-ENGINEERED CONT. 2x6 w/ (6) lbd NAfLS FROM 2ND FLOOR LINE CMU w/ MIN. 2' COVER 4 2' APART FLOOR TRUSSES BOTTOM OF FLOOR TRUSS ; ; 2x8 BOTTOM PLATE BEARING CONDITION (BOTTOM 2X615 FOR WALL (PER PLAN) SHEATHING NAILER) TYPICAL PRECAST LINTEL 3 ROOF TO SECOND FLOOR WALL 5 EXTERIOR WINDOW DOOR OPENING IN FRAME WALL WINDOW OPENIN - GIN 2 STORY WALL PARALLEL SCALE: 3/4'=1'-0' TWO STORY SCALE: 3/4'=1'-0' r ry TWO STORY SCALE: 3/4'=1'-0' A R C Hl T E C TS LONGWOOD, FL 32750 - r PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 svHDIV. 8e LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: SECTIONS/ DETAILS ARCHITECT- STATE OF FLORIDA DATE - ,6V4/18 sc :1/4»_1,_0» SHEET D 11111111111 OODOODOOOJ svHDIV. 8e LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: SECTIONS/ DETAILS ARCHITECT- STATE OF FLORIDA DATE - ,6V4/18 sc :1/4»_1,_0» SHEET D i ! : : ! : Ryan Homes -Openings : : ! ! ! 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I -i EA -1-11 _11- 1H3 ____-11 1-1- I ­­. ­­_­ 11 1-11 ­­­ ­­.- -.1-1-11-.. _11- DW VINYL SH NO GR W/SCRN 1 � ----_-_-1_-11_ 1-___1_11__-11_1 I--,-,--- _1__-_1-1_ --I'- 1-__--__1- ­__­ I—- I _.__11_1_--1-__ 27 1/2" X 38 3/8" ___11___11-___-1-____ �_"_,__�l_______�_�,_______,_______�_ - 16100 ___________11_- L0298922 _1 � 1� EA _ ­_� _._.__1_____ _1-_-- -.--",-- I io 6TWIN _,____________ ____ ______ __ .... ... ___." _%_;,_._ - - I WDW VINYL SH CLEAR NO GR W/SCRN . ...... __,_______ ___ ____ ".- � I ""' ""t � ­­ . ­ ­­, ­­ of ­­ ­­ ­-, " ", �i 1/2 - X 60 16103 - L0317304 . .1 ­­­ 111- ­­ -11 I - - I ...... i11_1-_-_----- I WDW VINYL SH CLEAR NO GR W/SCRN 1 27 1/2" X 50 5/8' __,_,_____ 1 16100 __­_­_,__,__­__ "'�-"-,-,,-,---,-"-"--,-",-,"-,-",-,-"-,",-----",'�"", L0354148 I EA . ...... ...... . ............. I 3050-4050FX-3050 .... .. .... . ........ ....... I ----'--1-1-- -1- ­­­-­­ - ­­ .... 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L0319054 : 1 .- "" _­ ­' ------- _1-_1__1__1_1 � I 11 ­­ ­­ -,--- ,--- �, --1 11-11-1 1-_1-_--_--1 ­'___­­,_­­`,_ "",---"-,,-"--",---,-,-"-"---"--,--"-,-"-,-,--""-"",--,-,,-,-I WDW VINYL SH W/GR & SCRN -11--1.111 -_1 I- -----"�-111--�--------.�-�,�---,--------,��-,--,�.",-",,.-,-,-,----�,---�,'11-1---�l----- ---- -- --""-",----,---"--,-------,---"----"-,------,-,-,----------,-,----', 27 1/2" X 63 " ___111_1-__-_J____ - ______-__-1_-______ 16103 -11-1-11-1. -1-1- -I ­__ -1-111 L0477376 111_11--1-_ I EA ­­ _­__ ­­__­­_____, ­­­­ ­­ ­­ . ........ ­­­_­­ 34 ­ ... ....... � _ ­­ ­_­­­__­ " _­ _­_­ ­ --1 � ­­­ ... ­­ ­­ ­'­ WDW VINYL SH CLAR NO GR W/SCRN ... ... � ... ­­ ­­­­ ­­ , ­­­ ­­_­ ­-, ­ 1 54 1/8- X 50 5/8 " I- ­ ­ -F, - __ , ,_ __ __ _ 16103 ]­­ L0419870 : 1. -1 11.1. -, : """ '1-111" ... I— ­­­­­­­­­­­­ ­­ ­­ � __ I WDW VINYL SH W/GR & SCRN 1 - - -.,---------- .--- 'WDW 27 1/2" X 81-1 1 16103 ___1-__._- --1 11__-_.__11- L0367188 ___ -11 I EA 1-_____-___-_1__ 1-1-1-11-1.1 ­­-, ­ -1 ­­­ ­ -11 1 35 ­­ 1-1 -1 _1_.._._.11-__-.1-_1 I—- .1-1- -1-1-1-1 11_- 1111-1-1- -1- 1-1 1 WDW VINYL SH NO GR W/SCRN I --111 1-111 ---11 --- -1-1---1_ ­,­ 1- - 1 54 1/8" X 63" 1- ­ ­ -1-111-- I- I I— 1-11 1 4"' : I .... .... ­_ ­.. .�l".--��,�'..-,-,"--��..-�..--"-..�.'-�"'L"'--�f'--'�"'�'-�"-.----I'�'-�'-�l-I.- EA I 1H6 I -, ---- -----------,--------,-- ­­­­­ , -­­ -- YL SH CLEAR NO GR W/SCRN 1 ---- ---- ­-­-------­-- - 27 1/2" X 72" 1 --.,�---",-,,-.�-�----�-,-�-----,--- 16103 -11 � I—' -11-- 1. 1___-1__-_ L0329525 ­­ -111f, I EA ''-.-Iil�-1-�'..-�.11-11,�1--l'�����-�- 1--1-.1-1-_- ... 1-11 3 ARCH TOP _1- - ­. 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I 16103 L0298906 �j .­ ­-, "till EA I 1H6 TMP W/1/2RD I 11-1. _1-_--__.. 11 -11 11-1- - ­­ ­­­ WDW VINYL SH W/GR & SCRN 1 I 1-1_1 ­­ I-— ­ -111- "I _-__1_1___---1__1_1 --1 -I---,-- _____­ ­ I-,,'--' ­' 27 1/2" X 90" 1 16103 ____ , ___ __ _ _ , "" L0327816 -1--1 ­­_ I EA ___'. 1-11-11 __­­­­­­,­,­ --- --- __, __ . , _1111- , � _ _I_ 1 36 ARCH TOP __ _ __ , _ 111__1--_-._ ... __ --11 I— -1 -111111 ­__ � ....... ­­­­ -1 I-— I WDW VINYL SH W/GR & SCRN _ _ _, � 11-1 -1.1 I— ...... ___ _­­­ - � ­­ I ­­­ 1 54 1/8" X 76" 111. I ­­­­­ I I- I ­­ I-. � -.1 -- 16104 : L6434"4-41 : 1 1 ­­_­ .,-. 1-1 1,11'.--1. 411-1-1 A 1-1--.._--______ k-11 I- 020 FX 1-11--- _­­ 11.11 ,,, 1-1-----. � I—. ---' '� 1-11--- I WDW VINYL FX CLEAR NO SCRN �,-�,.��-1--l'Ill-l".-.-,--�,,�------,�----,----.--�-,--� ... ... �,,�,�,-�----,-,""��,�,-,--��,-�-� ­ ---'_---1- -1-1. '----- -- � � __1 ----_-r ___­ ------- �--�---,-,�--,-------"-"----..�-"--------------�--�------�.�--��----,-. ­_i - --___-_-__1_-1-1 16104 _. ­,____._­­_­ ­ _.1____--_-_-f- L0367490 I EA __­��i_­1_1_11_1­ _11-1- -_-1 I—— I 0 FX TMP 11-���,.�.I.��-.-�-��,�-�-,��-11-�--l-��-�---"-�--�.,��--,-, ­­ -I .... .... . .... ­­ . I WDW VINYL FX CLEAR NO GR j ­­ ­­ ­.­­­­­­ ... ­­­­ ­­­ ­­­ "J" ­­ , ­­­­ , ­­ ... ­­ , ­­ ­­ ­­ 1 48" X 24" 16104 - L0298926_ " � _ 1-11 I �­­ ­ [, EA _ --11_T-11_1__', 1 2020 FX ARCH TOP I __.,_1_1---- ­­ _,_ __-, -1 ­ -1 ... WDW VINYL FX WHT W/GR I I—— IV-. I—— -_1 ------ _-1-11 ­­­ -1 _1___11 11-1 11.-_1__-_11 ___111_1_- __1.__11--- I 1-1- 11 ______­­_­ ------- --�-�-�,--,--,----�--l'-�---,--�-�--��-----------,� 1 24" X 28" 16103 _­­­ ._-_-__I__1 - - -6 L0430847- ­ �.- ­ EA ­ ­_­ ____-__-L1--- ­ -.--1 I ­­ .... .. -_-_-1-___ I 030 FX TMP ­­ � � 111-11- 1-- I 11-1-11-1- 111- _1.1----_--_ ­­­ --11 � 41-- I WDW VINYL SH CLEAR NO GR , I ­ ­­ ­­ --1 11-11-1 -11.1 I'll, 111-- 1-1-1-111.1 1-1 � I X 46" ­_ -1 1. I -11 I -11 1.11 ­ 11 16104 L0369491_ _, .1 -11 -11 � ", EA , 1 2026 FX , -1111 _1 ''I'll", " 6 W INYL FX WHT W/GR 1 , ''--,-," " , , - , - , - ­ I I -11111 24" X 30" I ­ IS865 � -1 ­­­­­-, I ,-1 - __,_ L0434426 __---_-__1--_1_-1__ I EA - -I______.__ 1-1-11 I ----11.1 --1111- -1-11__11--1- 1 4036 -1111 ... ­­­­­ ­­ ­­­ ...... .. ­ ­­ .... ­­­ -_j SC- - _11-- I WDW VINYL SLIDER WHT W/GR RN ­­ ­­ L .... .. ....... � . ..... ... E---- ...... ­ ... -f--- '­­ ­­­ ­­ I ­­ ----1 -1 48" X 42" 16103 L0327818 ] .11, .... ;­ _`� EA - ­iA­_ 1 2030 1 .......... -- ,,, ---,, - -- ­- , ­- ---1 ...... L-11---'---- WDW VINYL SH CLEAR NO GR W/SCRN - ----- --111- 11-1- _­­_­­_'­­­__­ --,,---,----------- -­-------­­­­­-­---- ,---- -- I ­_­_.____­__,_, 11-1 11 - 1 24" X 36" ,--,- _­__________­___­­_­_ I'll ­ 1. I EA I - -1 I 1, 1-1 11 1.111, -11 - 1 4040 11 11 . _. I'll I I I I .11 "I I— I-, -11 ­ -11 WDW VINYL SLIDER NO GR W/SCRN -1 ­ ­_ ­ 11 I I-— ,- 11 -1 11.1 1- I 1- ­­ --1 11-1. -1 ­­ -1 I -1 1 48" X 48- 16104 L035 21 6- 9 .1 . -1 I— .11, .11, .-,-.-��-�...-�ill�-��l-.,--�1--�.--�---��--�.-.-���...�1-11��-.-i"��W6�iI I iOiO-FX, I WDW VINYL FX WHT W/GR 1 1.__1_1_______-_1__1________, -------r i 4" X 36" 16104 _..1_111__._1.1_.1___-_-.1- -1 L0354141 -1-11-11 I EA I _,­­ -1- - I -11-11 ­ 1, � -�---..�-,�----��L��-"11,-Il��-,-��,.I-.-�-l�,-I.�,-��-11,�.-.-"",.,-�l-l�-.�1-11-11�.�-�.�,��-�.��-.1�,-� 1 4040 FX ­­ . ­­.. 1-_.-[ I WDW VINYL NO GR ­­_ 1-1 11-1.11 ­­ I � ... ­­­_ I— ­_­_­­­_­­ ­­ ­­­ ­­ ­­ .... .. ­ ­­ -, ­­ 1� 48" X 48" 16103 L029892 1-1- '111, 8-1 . - � I L J."I 1 ___ E A -I I ­­ 2030 W/1/2 RD ­ ­­. I— ­._ __-__-1 ---1 11.1.1-1 ­­­ � _­­ I 1-1 YL SH WHT W/GR & SCRN, 1 - --111-1- I -11-1 1-1--l-111 _1-_-.___..__ . _1_11- -,- " ,­ _11_1- -11 -__11_--__ ­ -_1-1_1._1- - � __________ ­­ -1 --- ��---,----�--,---,----�-'-'-'----L�l,-�,-I--",----------,-, - I 24" X S2" 16103 ____,________ 11� L0368324 ----- __ - - _________ ...... �"----,,--��l-."��--,-,---,.,�-."�,-,--,.,-.---.,-,--�"-.-,.-,--"� so .... .... __.__ .... __ ...... WDW VINYL SH WHT W/GR & SCRN �-''�,���-"��,�.�"-�,��.�,,�,,�-��,�"."� ... .... - . . .... * .... �­­. 1 �i ... I .. ..... .... ........ .", ­ .. . .... , ".- ,; ... 48" X 60" 16104 : L0434444 : .1 EA 1 2036 TMP FX I L I WDW VINYL FX WHT W/GR -.1 I I � 1 24" X 42" 16100 ____________ --- 11- L0427856 _t , - 1_,J7 - I EA ---.1- --1-11 1-111 -11-111 ­­-, -1-11-111 -1_1 1 40SO TWIN ­­­ 111.-. -1-111--- ­_­­ ­­ ­­". I—— --1 ­­­ -1---11-1-_- I WDW VINYL SH W/GR & SCRN -111 ­­ I—— ­­­­ .11-11 ­­­ . 1-11 I'll, ... "I I— I , -1 i�iii . - __ __ � __ __ x 641 16103 1- 1.11, � ­ ­­ . L0317309 I I ­ EA I � I 1-1 I I ­ ­ I ... � 1 2040 1 .1 I'll 11- I -, I— ­­ _ I ­ ­ I WDW VINYL SH CLEAR NO GR W/SCRN I . I I -1 111. I ­ ­ I I I 1 24" X 48" 16103 I I I 1. I � L0460341 -1 . I EA I � I I I I ­ 1. ­ -1 ­ I 5/OXS/O FX TMP I 11 11 -1 ­ ­ I 1- _ _­ I— ­ 111-1.11 I WDW VINYL SH CLEAR NO GR I— ­ 1-1 I 1-1 .1 1-1 . -1. I I ­ ­. I— I ­­ ­­ -1.11I. -I 1-1 1-1 I 11 � -1 1 60" X 60 " 16103 _ _ _. -1 I -1 ­ � L0366113 :1 ­­ 1 - ­_ "�-'--*""'--."---"--""-"-'--'-""---'-- ____ -,-,-",-, EA - ____ ...... _______,_______ __ 11 1 2040 ARCH TOP ­__ I --.-.--".-- ____ __ ____,_____1__1____1 1--11-_-_._- 11-1 -1 ­ ­ -.-""".--,��-,.--��-----""�-1.1 WDW VINYL SH W/GR & SCRN _____________________ I _-.1.11- I-,-,--- _11_-.11_1__-_1_ - -1 .______1-______-__ I __ - __11, __,_1___1.1 - I 24n X 52" IS86S __.__,__,____ L02989 _' '' __ -,-,-I' 25 'C---- ­­ ­­ EA -,---"- __­ ­­,­ _­­ '­ . ..... _­_,­ ­­ '] f S044 ­-, -_,_111"1-- ­___ 11,1-1-1-1 - - ---- --------- "" " -, - ""' ... * - ,­_ , _� WDW VINYL SLIDER WHT NO GR W/SCR -, "" , - ...... *­ ...... ....... . ...... ...... ...... . 't � ..... .. , -- """ '' ­ ­- - - ­- - - i 60" X 2" 16104 L036�31­ I ­­ '_ EA ­­ � _­ .. 1 2040 FX TEMP ...... ­­ ------------ � .... ­_­­_­_­­_­­__­ _ ........ 1 WDW VINYL FX CLEAR NO SCRN ­­ -,�--"",�---"---,�,-"--,-"--�-�,---.--,�-, ___­­_­_­, __­­_­_ ���--,-"�,-,-,-,��--,-"----""-"- I "-"--,---�--,�--,-"-�-�--,--�",-----------,-,�,---,-�-�-,�-,---,--"-�,-,---"�-, 1 24- X 48" 16104 0437iiiii EA ___­­­ _"' -'-"-* ------- -"",-,-"-,-,--'--"'-"-"---"- I SOS2 FX i�W­ - -- - ------------- * ...... .......... . ...... . WDW VINYL FX CLEAR NO GR .... ............. ­ , ­­­ ­­ .. . ...... . ....... ........... * ... ....... I '­ . ..... . ..... .. ... ^ , "', , � .... . .... � ... 1 60" X 621' 16103 6'3* 6�2'2­­ .' .... . .. i .1 "' EA J '________ 1 2040 W/1/2RD ,-"-��,-",�.�"-"��,--"-���.,--��-,-"--���-��-�,,,�-��,��"--"-,-,�,-"�,�,�,-�-�---�--��-�---,�,-,-",�""-�-,�-,-�.---,���,--,--�,� I WDW VINYL SH WHT W/GR & SCRN --- ---- ---",I-,-,--,,-"-",--,-,---------"""----"---- I - 1 24" X 64" __­ - -, - 1610.4 __11__1.-1--_ ­_ __j_______, L0295462 I EA �,�"",.-,-,�-�--"--,-.-,----.,�,�,��,-,�.�,��� _ ..... . ___ '_1____, I S4X12X24 ARCH ,____,_,_,__,_____ --- ______________ ... .... ... ... .. _ __ _­­ I WDW VINYL W/GR --1 I ­­ - 1111- -11 I 11-1 I 1-1-11..- ­­ I.F I ­­ ,S�1­ ii I'll. 1-1 -111. ­­ -11 I x H 16103 j-_' . L0417'692- : 1 � I— .... .... .... *111-1 ­­­! ,�.�.-II-�,��-,�,���11.1-11,11-�11-1-11--�-----�1-11 ­­­ I � --1 I WDW VINYL SH CLEAR NO GR W/SCRN _W6 1-1-.1- ­­ ___11 ---.-,-,�--�--,--,-"-,-�-------��-"-.-�.,�.I.-I�lI -11 __ 1-1-1- - _!_-_-1_ _. ­­­ "I'�l-.--,---.,�1--l"--,�---------,--�--�-,---O.Il�----�---,--,�1-1 1,--,,-,-24,",-X,-60",,-,,-----------"-', --- 16104 _-__11__--_. ­­ � --f L0295461 iX_­_f' _' i . . . ............... ..... . ...... ... . ^ .. ...... -, , , ­­ ­ .. 4X27 . ..... '----'-'-- ­ -­,_­­­ ­­,''; ............. . .... .... . * .... ... . . I WDW VINYL 1/2 RD W/GR I .. . .... "" ­­ ... . .. L" "'*I"' 1-1 ... ..... ""' . ... .... ­' , "" * _­­ .... . "" , '­ ­ 1 54" X 31" 16103 L0298929 : ! ' 11 * "Ill, 1- -1 '11 EA --- �-L'�'-��,�,�,���,-,�,�,,���.�-�'',�-�.��"---�.,�,---,�''- 2060 TMP ARCH ,-,�-�,.,��,-�,,�,--,�",-��-"�,�-"",-�--,�",---,-,-�------�,-.-,-,--,-�---� VINYL SH WHT W/GR & SCRN ... ... __-, __ -, ­_­ __ ­_­_ "-,-"- ­­­__ ____ _­__,_____,­____ ---I--,- 1 24" X 76" ,---,--" "-,- _­_­___,__,__,__,__­ "' 16104 -1 I -111-- - ­ 1. � "I I .1�--l"-i�,,�l-i"--�--l'i-i''--,�-�.---.I L0298910 ­­­­ I ­­ ­_­ _-1 ­ -.1.11 ­­­ I -.11-111.11 5 X28XS6 1/2 RD I—— ---1 -.-,--�1.1--�,�,�-��-",��-.�-��'�,,���I -11-1 I -_1 11 I— 11-11 ­ I WDW VINYL W/GR -1 I _­ _ I— _1111.1 �. ­­ ..1-1111-1-1 ­ 11.11 11-1-1. I— ­­ I ­_ 1.11 . � ... . .... _, _ _ S8" X 61" 16103 L0298930 � -1 ­.. -1. -11 'I 'I EA 1 2060 TMP W/1/2 RND " ' ' ' ­ ­ - ' ­ I 1 WDW VINYL SH WHT W/GR & SCRN I ­ -11 1-11 1-111 I I -1- 1, -1 I I � I � -1 ­ I ­ 11-1 � I I -I I 11 ­ 11 I 11 I- I 1 24" X 98" I I ­ 16104 I ­­ I—— I—— 1- L0298911 ____________ I EA -­­­­­ _ ___ _ _­_­ -111 I I I --- ­­­­ ___-, I 58X4OX30 ARCH I'�,�-�ll,"-�--�.-..-,.,�-,��-��l.-Il.��-11-11�-,-.1-11.�� 111-11.1. 1-11 ­ I— ­­ 'I WDW VINYL W/GR I , 1_1.1__1-_ 1-11- 1-1- 1-111. -_.11 --1 ­­­ I. -I--- I ­ ­­ 1-11- _­­ 1. ­­ � I—— ­ 1-1 ... 1-1- I - 1 58" X 44" 16103 L0351034 .j �, . .... , 1- EA I 23 I WDW VINYL SH CLEAR NO GR W/SCRN -1 1 38" X 38 3/8" I I � - - I 1 16103 I 1-1 L0314657 I I I EA -111, ­ -1 -1 ­ I I 11 I IH3 -1 I I ­ I I � I 11 I -11 _­ ­­ I— I 1 WDW VINYL SH NO GR W/SCRN 1. I— Z- ­­ I -1- ,­ 1-1 -11. -11 I'll, 1 27 1/2" X 38 3/8" -11111 I -1 I -11 I ­­ -1 -1- -1 11 1 16103 . I � . L614652- '; I -1-1-1__._1-_-_ EA --����,�-.�l-l��l----,--.-�",,--.",��'...-,-,�,��,-,-",.�-1-1�-�_-.�".-,.�-,�,,-,-------,-�-----,��---,-,.-"�-�-.,.,�,-�,,.,�.,,-,,-,�,��,,-'-�"'-�; 1 24 1 WDW VINYL SH CLEAR NO GR W/SCRN ... ­­­­ ------ --- ---'--�-'-'--'�'--'.'��,--l'-------l-l'-��1--',�-------,L 1 38" X 50 5/8" -____­­_________._-_­ 1 ­­.. ­­­ --- � ­ ­ -__.__1__--F . I "I -1_1 1- I—— � 11--- "I'll --- II.I.-I ­­ I ­­­­­ -11-1. - ­ -1- 1-- .­­ I—-, ­­­­ I— ­­­­ 1-1- ­­­ - -11 � � I— I .!­ I _1-11 ­ -11 I ­­ ­­­ _.­­ 1-1-1.1-1 ­­­ --1 -1- __ , _____ I 1--- I-- 1-11 ­ I 16103 ­­ ­_ .1.11 �� ­ �� : L0369187 ! I ­f­_'E­A__'_'_'I --�,--"�,-�,---.,�-�-�-",�,--.,--�,,��---', EA 1 24 W/1/2RD __,___,__F_,_,______-___ I ___ WDW VINYL SH W/GR & SCRN ____ ___T__ 1 38" X 74" __ Transoms 16103 Lli434�25 .. . .... , " '' I'll' 1- '11', " ...... --,_I----- ­____ ..... . .. ___­_­_,_­ , __ ___ _ 24-5W/FLANGE ­­[ - I 11 - I 111-11-111- I __111 � ­­ , '' ­­­­ ",-",,--",*'"'-"-,-,--,"---"*,-,--",- . ...... - --------- -------- --------- --- ----- _­ WDW VINYL SH W/GR & SCRN . � ­­ ­­­­­­­,­­ , �, -, ­_­­ ­_­ � _­­­ _­ ,­­__­­­_­­­_­_­ ­ - -,-.,--I--"-------,------,--------,---,-------------.-,--------�-,-- r,--*,--,, ­ -----,-",-,-,--,--,------,--[,----,----,-,-,---,,"--,-,-----,-'',--,-,-, 38- X 56 1/4" � -_1_1_-_--1 ---'-'-" ­ L0429519 ____--I-_--_,._ I EA _____,__.__,__ � --- __ ___._..___ , ___ _ ....... 2014 __ . ..... ­ '-"-' ­­ . ....... ­­­­ -1-------' -1 --- ­­­ ­- ­­ _ __ I TRANSOM VINYL WHT NO GR .. ..... .. __ � � -, _ __, __ _ ,__ ,_ , .___ __ 1 25" X 17" ... .... __ __ --- __ , _-, � __ -, , __ , _ � 1 24" X 16" 16104 16103 .1 L0298907 , , , ­11 1-1. -1 I— - EA .11-11 ... I'll I 2430 ­­­ - ----------- - _-1 I—— -11-1 1-11-1 -��"",-�,-�"-"-�-"�,-,�-,�.,�---�-.-�--,-�-�------,--,-��-�--,�--.�- - f WDW VINYL SH W/GR & SCRN - ___,____,___ __'________ ------ �"--.,.,-,--,.�,�.�.--"-,---�,-----�,-"-�,--"�--,�"----,,-,-,",----,�"---�--�,-,---,"--�---""",--,-,-,-�,��, - - ­-­­ ----- -----"- -- 1 28" X 36" 16104 _-_._111___-_- 1-1-1 L0354132 '--'-[ --_-__1- --I',-"- _-_'___-_f EA ...... i-6i�-,-,--------"'',-,-""",-,"-,-, , __.,_____ 11 ,�,��.-,�.�,,��-,�,-.-���,�,-,�,,���-�,-� ------ ___ _ ­­ '11- ­­­ -1 I ­­ TRANSOM VINYL W/GR ­­ ­ . ...... ...... __, ____ ___ 1 37" X 17" " ­ .... ... ft I ... .... . .... � .... .. ­ .. .... .... .... �­ 36" X 16 16103 . L0367488 . -1 .1 -1. 11 1-1 -1 11 -, j _jA__j,. _,_, 2436 FX I'�--.,.,�-�-l-,�--,-����"-..."� --1-1-1 ­ I WDW VINYL SH WHT W/GR & SCRN I 1-1---11 1--l-I ---I---,- ­_______,_, � 11-1-1- � 1-1111-1- _­­ ­ 1-1_1-1 1_,_____,__ I _ __ ___ , _ __ _ _____ ---�-�-,�,---,-----�-,-,-------.-,-,------,--.",�--,---�- 1 28" X 42" 16104 . 111-1 - L0354133 --,,,-.�,�--.�--�,----,,---,----,,-,.,-----,�---�,,�,,,,�-.,,�-�ll,� 11_1___--__ I EA ­­ ....... "'��-"-''-�--�''-L�-"-�l-'�-"-."-.'',��'ll,�,-���..,-,�l-.-�-.11��.11-��.11-l�",--"-"-�--��.-.�.�"-�.-�,�--l''"�,�I 1 3044 - -111 �_­­ TRANSOM VINYL W/GR - 11 � ­­ ­­­­­ I-- I ­­ 11111- 1-11- 1 37" X 53" "I"' ­ ­ ­... _­ ­­­' ­­ - -- " 36" X 52" 16100 L0430846 � �� j ... �­ " "' -"' i EA -1 ­­­ 1 2450 TWIN ­­­. 111-1- ..... . . _____._11._11-- -1_11.1-11 1-1- I WDW VINYL SH CLEAR NO GR W/SCRN �--�,�.-..-.�--.�".--",�,�l--------�1-1--l.-�----�--,-, , _--­­- � I- --,-,---- ­__- -_---1.,_- I ­­­­ ­­ ­­­­ ­­_ ­­__ ___-__­ -r--.- 1 28" X 60" ,______­­__,_,____,_.___­ 16104 1-_-____.___ L0324888 I EA 1 I—— -- ------ _ _,1__-_,_ 3214 TMP -___-1_1.1_-___ -1---_--1_11_-_ I --11 1-1-11-1 -1_11. I—— I ]­­ I TRANSOM VINYL WHT NO GR 1-1 ­­­ I ­­ � ­­­ 11 1-11 I-— I,.,-,,-- 1-1-1- ­­ 39" X 17" � -11 I -1 I 111-11 11 -11 I 11-1 1-1 I 1-1 I - 1 1 38" X 16' 16103 L0298908 1-1 1- -1-1 �� ... .... -1. ­ ... .... ' EA ,--.-�-�-�--��---"�-�-11--l--"-----",�1--�l-.--,-�--If�,.�� 1 2460 TMP I WDW VINYL SH W/GR & SCRN -".---------�---�--l-F-�-�-,------ . - 28" X 72" 16104 -1111-111-111-1 -1.�---�l----Iiii,�ll.-i-I.-I�-�,�.�-�--��� L0328436 ___4 1 _­___­­_­_.­.__._ _­­­ �­ ­­­ -11-1 I 3616 ARCH ­­­ -1-1-111 -1-11 � ... ­­­­­ 11-1- _­­­­ -11 I—— ­­ 1-1 -111 1-1 1-1111 I I TRANSOM VINYL WHT W/GR 11 I- 11 I— _11-- 1:��­ � --- 11 I-— � 1.1-1 -111 111 43" X 2 -11 11 1, - ­­­­ " ­ � 11 I'll ... ­­ ­­ 4:�� X 23" 16103 .... L0295456 I 1.11 � ­­ EA ­­ ­.­ -­ 1 25 .... ­­-­ ------_1.1----- -11-- ---1 1 YL SH CLEAR NO GR W/SCRN - ­­ �_,__­,_,___­, ­­ ­­___­__, ­_,__,_,__­_,___,___­ _­,__,___,___,_ __­­ 38 1, X 63" ----"-"--,, - __­_,___,____,_­_,__,____ 16104 - ------ - L035413 -_1___11_-11_-_ [ 3624 ARCH ��.---,.��--"",-���,-�"--.,.,--.,---�-.,�",�..� ­­­ ­­­­­ ''. f TRANSOM VINYL W/GR ­­._­_­­­ ...... ­­ ­_­­­­­­­­­­ ...... . ­_,­­.­.­­ 1 43" X 33" , , , � .. .... -T- ­­­ � ... ­­­ ­­ ­­­­ 16103 ­­ -11. ,4 L0300838 :: -1 -1. .... ... ­ _- EA 1 25 ARCH TOP - " , ,-", '' � ____ , , " _­ I WDW VINYL SH W/GR & SCRN 1 _ - __ , "'' � - , , , '' ", _ __ , " , , ", , , . - ____ --7t,-'-,----�l-e�-��----.--,-----"-,-.-�- 38" X 67" 11 ''I I I I ­ I � 1 1-11 I I I - "I I 16104 ___ --'-'-'-' " L0329526 I EA 1 _ _,. _11-_11_-_1_1____ ­­ ­­­_ 1.-_111_1-1 --1-11- 4013 11 ­­ ­ -11- ­ ___ --__1_1---- ....... -----_-1-- , 1-11 ­­­ ­­ I 1-11-111-1 1 TRANSOM VINYL WHT NO GR I -1 ­­­. -111. 1-1-1 ..... -1-11- ­­­­J� 49" X 16" __42"X33" � 1-1 � -11- I -1. � 1-1 I—- I'll I ... 48" X 15" 16103 5460 'I L029 .... ... 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I 1- ,,-- ­ 1- -11 1-11-1-1 -_1 11.1 , TRANSOM VINYL WHT W/GR I ­ ­­ , ­ I -1 . ­ ­ 1-11 I I— 1- lj� 55" X 16" 1 .... -1 I 1-11, � 1-1 11 -1 ­­ � --1 I -11 54" X 15" 16100 L0310640 ] , 1-1 .11-1 1-1 1- 11.___1--1_1- 25 TW 1/2 EYEBROW 1-1- 1-111.11 1_1__1_-_1_1--__1 I 1-1 ­­_ -1-1. f WDW VINYL SH WHT W/GR & SCRN 1_1-.11___11_-_- ­­­­ ��--l-11-�,'-I--�1--11--�'1'--"Ll�--'--�l-'�-�"-� _._.___-1___1-11 ________-111 I 74 1 2 X 75" _111__1_.1____1--___-_- I----,---,.,--- 1 __,__________,._____ 16104 --L-------I_ ­ ­ _11 L0295463 ___1_1-F-__-._ EA _----1__'-- ----1--1 1--1.-_-.__1--1_ 4620 I 11- I ­­­­ -11. ­.- I—— ­ ____11 I.- ...-1-11-1111 1- I -111 ­­­­ TRANSOM VINYL WHT W/GR .. .. .... . ..... � ­-­ -- ­­ - ­­­­ 1 - ­', -- i�ni 25" ­ ...... . ­­ ­­_ I ­­­­ ­­ ­­_ ­_ 1 54" X 24' 16100 L0300839 � I .... ... � �) EA ­­ ___­ 1 25 TW W/ARCH ­­­­ �--,�,.�"-,��,-"��,,�-"""-",-�",-,�, � ---- ­ ------ I WDW VINYL SH W/GR & SCRN ------- ­_­ �,-,��,���-,--"-�",-�-�---�-�,--"�---"--,-�-�----,��,-,-,�-"-",,-,-,���----��-"-",-,-,-,-.--,-��--"-,-�-,----,.-,-----,-- 1 74 1/2" X 67" 1 16104 __________ __ ,��---,-,-,.--M,�,,�,,�,��",��-,.---,--�-,--.---,-"�"""".,�-'"',�-"---,-, L0354135 1 ,-��-,�l-.--�-"�",.,�,�",--��-,�-"---,",-,,-.4�,��--'',�,-�.�,�-�,-"-�.��--�'"'�,- 4626 ARCH I __ ____ TRANSOM VINYL W/GR I ___ ....... .... ___ �, � ... .. ... � ..... __ _ ... _ ___ SS"X 34" 1 , __ __ � _', , __ "'. , ___ -, ___ 54" X 34" 16100 L6i9S�S 7 ,I EA 1 25 TWIN I WDW VINYL SH CLEAR NO GR W/SCRN 1 74 1/2" X 63" ----�-'---"-'-------�-LI--11'--, 1 16104 --11-1-1 I _ _,J_EA�__ L0354131 I EA I­,_,kii,___,_, -",-- . .. .. .... ­­­', _11-_-_.1 I----1-- 'f ­ ­­Ij - ­--­ ­­­ L ­­­­­ -111 SOM R INYL , " ,.-.�'��i��-.-'',--�----------�-----��---,- ­­­- x 19" 1 � ... ­-- -­ . ..... ­' ­­ ­­ ­ 60" X 18" 16103 ­ L03 S, 1. lik , " "' 'I �­ ­ _j ­_­­­__`iiii�6_­­ ---- - -- ---f' 25W 1 .;� - - -� __ - 11WiiiiCS";iGk Clii� 1-111--- -1 -.11, F__­b_;�'_#_____ 38' X 86" --------------- --,---,T--,-r--,--,--",---,"",-",--,--,�--,-,-["-""",-,,-,"-*-,-,*--,,--*---�,---,---""", L. , � ""' ---------,I* .................. . �­ ........... . ­­,­ ---",-"* ....... ** ...... I ... . .... -, , ""' .... * ... .... ... � ""' 16103 -1. I— 1. L0369490 j 11-11-1-11-1 EA 1- ­ ____111 I-— 1-1-- 11-1111--1_-1-- 1 26 1111-1-1-11 -1 1____-1-1__1-_111-_, I-— � __1.-___--_-11 _111-1- 1 WDW VINYL SH CLEAR NO GR W/SCRN I-,-- 1__1_1_1-1________1_1-_.__-1 -,----.----"�-----,�"-,--,--,---,-----,--,.-, ,-----"I 1 38" X 72" 1 - Doors 16103 ­ � ­­ .1- -1 ­� L0295459 : 11.1 I .... .... � : I "' , .... ......... EA ­­­­­ "-,- ­­_,_­­,­_­_­,_ , ­ ... . ..... .. ...... 1 26 ARCH TOP ­___­_­_­­­­­ ­­­­ ... ­­ � ",-.- '' I _­__­_­,_­ ­,_,_,­­_,_, ___,_,__­,_,_­_ - -- ----------------- __ -----------J WDW VINYL SH W/GR & SCRN , � - ----- _11 ._-_1_1__,_ 11 -------- ­_________, -,-,-" ­­_ _­­­[_r_j .... ..... �j ------ --';j'1-11-----11-- 38 X 76 ""-,,,-_-._�"---,--.-,-,----,--,�,-� -.---,.,.-,-,----,----,-----,-----�,�--I I ----"�,,�ll-l�l.--.--.��---��11----,���ll,�.,�..,-",.. I--,. � .1.1 1-111. ­­­­ ­__­ � 11-.1, ".. 11 ­_­­ ­­­ --_1 ­­ 1.11-1. -111, 1-1-1 � ­­ ' A—— ­­ ­ .... � ""-�L-'-'�'�'.��,��ll,�.''..�,� -11 I � ­­ 11 ­­ ­ -11 I ...- 111.1-1111 -1- 1--l. " ­­ 11 1.11 I ­ I EA 2/86/8 Door 1 35 5/8" X 83 1/16# I 1 34 1/8" X 82 5/16" f I 16103 749 L036i' , , -1 1.11, I— . EA . _ -11111-- 1 26 TMP W/1/2 RND ­ I ­­ I ­­, 11 � ­.­­ I—— _-1 � I---."- ­­ 1111-- vi� I W6W YL SH W/GR & SCRN .1-1-11.1_1-1 --1 -1-1 1--____.__-11 11--1-1_11 -__.1___.111 -1 ­ _-1 _­­ _-__-__1.1 x 95" - -11-11 _1-_1_.111__1 _1-11-1- _________,_ __, _____._____, 1 ll-,--.,,�'ll-�-----,�-------.-'I 11-11.1- ­ --_1_--111___1.__-1- -- ------ _ ___ _­ 11._--1 -1 I—- ­­ 11-1-_-_1__ � 11-11 1-1-1 11-1-1-1- I ­­ 111.11 r' ­.. I ­.. 1. 1-1 ­­­­.- � -1 I � . 1 , 1-1- I—— -.....1 ... ..... _ _-1 ­­ ­ 1-1 1- -1. I -11 -11- v-1 I - EA 1 3/0 6/8 Door 1 39 5/8" X 83 1/16" 1 38 1/8" X 82 5/16" 16100 L04 _ 34�42_ _', � I __ � EA _­­_ ----,i 1 26 TRIP . . .. ..... .. . ................. _­_, , ,-", ­­ .... I WDW VINYL SH CLEAR NO GR W/SCRN -,- _­__­­­___­___,____­ __`­_,__­,__­, ­­_,_­,_ ­ �­­­ -, _­ ­_­ ___ , "i I 111"X72 of ------- -- - --- - "'-"-"'--""--l-l'----,-,---�-�l------"-'----r, I 11-1-11-111-1 ­_ -,---"---" ­ -1111, -- ---- -- -_'-r-_--_-_ ­r . ....... _­ ... ­­­ ­­­­ .__­­­­­­­_ ­,_­_­__­­­­ I ­­ ­­­ 1111_- .... ........ ­­­­ -,""I ..... .. .... ... .. ­ ­­ ­ '" ­ -- EA 1 2/8 8/0 Door 35 " X 99 1/16" "I' ­­34i/8"'X 98 5/16" I 'I" , , ­­ , , ---iii , , - I . I -,,_1_____-_,__,_,_____- I - _. _ - _­_­ � ­ ... ..... ­ ­­--­­­_- . t4z, I- --i3i6- "i'--- ---­­-- -­­­ -,-- , -, ­ - ­I� ........ .. ... � - --- -- � ---- � - ----- -- ----- ------- ..... . ... ­­ ­--­ ­ ....... .. ii � . .... ........... .. 1, "-- ­­ ­­ .... .. .. - ­- ­­ -, 8 0 Door 1 39 5/8" X 99 1/16" 38 1/8" X 98 5/16" . - --�--.-.,�,--�-,�,�----�--�-,-"-,"�--l-�-I -1- - 1-11--l- _111--1--l". -_--1-1 1-1-1-1 ­-­ I I-— ­­._ I I ---111--11__--11 ­­ I - ­-­ �� I,---"- 1I. -I -1 -.11 ­­ -1 1-1. ­­ I—— ... � � � ­_ ­­ - A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 8 C6 0 E 0 = r. 0 11% L L Id -1 SUIBIDIV. & LWOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) 3PROJECT#: 02997. 000/101R1 3PAGE: WINDOW SCHEDULE L -1 ARCHITECT - STATE OF FLORIDA DATIV.06/4/18 I SCAj": 1/4"=1 $-o$) 1 4 ft !Lj E 8 C6 0 E 0 = r. 0 11% L L Id -1 SUIBIDIV. & LWOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) 3PROJECT#: 02997. 000/101R1 3PAGE: WINDOW SCHEDULE L -1 ARCHITECT - STATE OF FLORIDA DATIV.06/4/18 I SCAj": 1/4"=1 $-o$) 1 a" THICK, 3 COAT CEMENT NOTE: NOTE: PREFORMED PLASTER SIDE LAPS OF METAL PLASTER BASES CONTROL JOINT SHALL BE SECURED TO FRAMING APPROVED BUILDING WRAP SHALL BE LAPPED A WRB LAYER #2, FORTIF15ER BUILDING MEMBERS. THEY SMALL BE TIED BETWEEN MINIMUM OF 6' a VERTICALA LAPS (ROLL ENDS) 4 FLANGE OF CONTROL JOINTS TO BE WIRE TIED PAPER (OR APPROVED EQUAL) SUPPORTS WITH 0.0415 -IN. (1.21 -MM) WIRE 6" a HORIZONTAL LAPS. TO LATH a 9" O.C. MAX (VERT.). APPROVED METAL LATH FASTENED AT INTERVALS NOT MORE THAN 9' NOTE: DO NOT FASTEN CONTROL JOINT TO al" (VERT.) O.C. MAX AT 5UPPORT5 (229 -MM), AS PER A5TM C10(o3 1.8.1, WALL EVEN IF STUD EXISTS BEYOND EXCEPT NOTE; LATH VERTICAL STAPLES W/ %8" LEG MAY BE USED TO TEMP. WRB LATER #1, 5TUCCOWRAP FOR REPAIR OF TEARS IN WRB LAVERS, LAP TO BE i' SECURE CONTROL JOINT DURING INSTALLATION (OR APPROVED EQUAL) TEARS MAY BE PATCHED PEEL 4 STICK MIN. LAP METAL LATH TEMPORARY STAPLES TO BE REMOVED AFTER _ }: - - Ni'1.i.7.., 4`. X X X X vrYY w5 �, 'i1• '"r4 . A Nry� INSTALLATION �- -$ Y ..., X x a CK, 3 COAT CEMENT Neel PLASTER WOOD SHEATHING METAL LATH METAL LATH FA5TENER5 TO BE SPACED �777 T° I TAPE WRB LAYER CsAPM�N. PROTECTED FLASH TAPE WRB LAYER *1, FORTIF15ER 6� TO s� 6� TO 8� #1, STUCCOWRAP a 1" O.C. MAX VERTICALLY MIN. MIN. BEHIND CONTROL JOINT b. MIN PAPER LAP BELOW ONLY (OR APPROVED BUILDING PAPER (OR LATH SHALL NOT BE CONTINUOUS THROUGH WRB #1 TAPED TO APPROVED EQUAL) PROVIDE 2X4 BLOCKING PLACED SHEATHING w/ WRB EQUAL) DIRECTLY CONTROL JOINTS BUT SHALL BE STOPPED AND FLAT MAX. (o' fi0 8' FROM CONTROL #2 OVER TOP. WSB TO SHEATHING TAPE WRB LAYER #1, fi(Ep AT EACH SIDE, PER ASTM C10�3 1.10.1.4 JOINT WHEN CONTROL JOINT FALLS JF*2 TO BE LAPPED 5TUCCOWRAP (OR WRB L AYE R #2, ..... _ . ,.:' t �s� :, _ ✓ ' : W : J'Y� ON STRUCTURAL STUD WOOD STUDS VERTICALLY 6' MIN. FORTIF15ER U( APPROVED EQUAL) NOTE: R BER B LDING MIN LATH DIRECTLY TO SHEATHING STUCCOOVER PAPER (OR LAP, LAP R 1. FASTENERS FOR LATH TO BE NAILS OR � z METAL LATH. METAL STAPLES IN COMPLIANCE W/ ASTM C10�3 SHEATHING APPROVED EQUAL) 4 LATH TO HAVE 1" VERTICAL LATH 2, WIRE TIES TO BE (NO, 18) 0,0415' WIRE q VERTICAL LAP MIN. & PAPER DETAIL WOOD SHEATHING TYPE "M" CONTROL JOINT Qa 3. BLOCKING SHOWN MAY BE IN ADDITION TO 1 :riTS.� WALL 5TUD5 REQUIRED PER PLAN NOTE: APPLY SEALANT AT 'M' CONTROL HORIZONTAL LATHPAPER LAP JOINT END TO END CONDITIONS & PAPER DETAIL 2 CUT TWO PIECES OF FORM FLASH 1 USE FINGERS TO MOLD THE REMAINING HALF OF THE APPROX. 6' LONGER THAN THE FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE WIDTH OF PIPE OPENING FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE LOCTITE SPRAY ADHESIVE DIRECTLY SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. O OSB AROUND PENETRATION •. 1" OR LE55 PIPE PENETRATION . �;; .1 ol WOOD SHEATHING STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE WATER RE515TIVE BARRIER ;,,: ti !T THE RELEASE LINER AND FOLD LAP 51DING (PER BUILDER) THE FORM FLASH 1 IN HALF TAKE SECOND PIECE OF FORM (LENGTH WISE WITH ADHESIVEFLASH 1 AND APPLY IT TO THE MINIMUM LAP (PER MANUF. SPECS). LEGEND O THE EXTERIOR) TOP HALF OF THE PIPE IN THE: �k ' ALIGN THE PROTECTO FORM FLASH i WEEP SCREED DRAINAGE PLANE STEP 1 STEP 2 SAME MANNER, MAKING SURE �:` (WR8 LAYER #1, WITH THE CENTER OF THE PIPE. ADHERE THE OVERLAP AREAS ARE STARTER STRIP (PER MANUF. SPECS) FORM FLA5H 1 TO THE BOTTOM HALF OF �f 5TUCCOWRAP OR PRESSED DOWN TIGHT TO THE MINIMUM CLEARANCE ". APPROVED EQUAL) THE PIPE AND WRAP AROUND THE PIPE. PIPE AND SHEATHING. -� (PER MANUR SPECS) WRB LAYER #2 TAPE WRB LAYER #1, PER FBC 8103.1.1 5TUCCOWRAP (OR APPROVED z 5'Xl' CONTINUOUS GALV. METAL (FORTIF15ER z EQUAL) DIRECTLY TO SHEATHING STEP FLASHING (NAIL TO ROOF BUILDING PAPER OR EXTERIOR LATHING AND PLASTERING 7' DECK, NOT WALL SHEATHING) APPROVED EQUAL) WRB LAYER #2, FORTIF15ER a EXTERIOR USE OF PORTLAND CEMENT PLASTER BUILDING PAPER COR � CAP SHINGLE - DO NOT NAIL o METAL LATH X X X X SHALL COMPLY WITH THE APPLICATION X APPROVED EQUAL) a e REQUIREMENTS OF ASTM C 92(o -12A. ADHERED SHINGLES TRIMMED a o STUCCO METAL LATH a TO COYER FLASHING STRIP INSTALLATION OF EXTERIOR LATHING AND x PROTECTO FORM FLASH 1 FRAMING SHALL COMPLY WITH ASTM C 1063-12A WOOD SHEATHING x CONFORMABLE A I R/VAPOR x BARRIER TAPE DIRECTLY TO SHEATHING SELF-ADHESIVE FLASHING INSTALL FASTENERS X .: LOCTITE SPRAY ADHESIVE (CLIPS, STRAPS, STAPLES) i. NOTE: x : DIRECTLY TO 055 AROUND AS REQUIRED TO SECURE x PENETRATION METAL LATH: LATH TO BE PER PIPE/ WIRE To FRAMING SIDING STUCCO FBC 8103.1.1 / ASTM C-841-09, X ELA5TOME8IC COATING MIN, 2.5 L55, PER 5Q. YARD PIPE PENETRATION DETAIL (OR APPROVED EQUAL) (UTILITY OR NOMINAL LATH DOES 3 KTP. x OVER STUCCO/ C.V. FIN15H „ „ NOT MEET SPECIFICATIONS) SECTION (SEE TYP WALL SECTION) 4 L �rFLASHING WRB: WATER RE515TIVE BARRIER A R C H IT E C TS /Design Grou�rnc. 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 101) MODEL: LARGO (VERSION#01) PRO JEC T#: 02997.000/101R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA JAMES C LL AR N mono DATE• 64/18 sC :1/4„_1,_0„ SH ET WAI �DOOOODOOOj SUBDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PRO JEC T#: 02997.000/101R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA JAMES C LL AR N mono DATE• 64/18 sC :1/4„_1,_0„ SH ET WAI TEXTURED CEMENTITIOUS WRB LAVER 1, 5TUCCOWR4P COR APPROVED COATING EQUAL) WOOD SHEATHING WRB LAVER 02, FORTIF15ER BUILDING; TRICK, 3 COAT PAPER COR APPROVED EQUAL) VENT CAP 15 TO BE SET IN CONTINUOUS BED OF k. 8' x WRB LAVER #1, 5TUCCOWRAP COR APPROVED SEALANT. MAN CEMENT PLASTER PRE UF. DRYER VENT CAP EQUALS TAPED DIRECTLY TO 5I-IEATI-IINC� ONE-PEICE HOODED VENT ATTACHED PER MANUR (SET IN CONT. SEALANT) LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS STEP FLASHING NAILING FLANGE, STOP WRB APPROX. 1 APPLY SEALANT AT PERIMETER OF OVERLAP'S KICKOUT 1 Y2' ABOVE SHINGLES NON-MOVABLE FRAME AND STUCCO ON ALL DIVERTER 1" MIN. ° Y 5ELF-ADHERING FLASHING SIDES, 4" SEALANT JOINTS ALL AROUND SEALANT LANT ALL SIDES ." ry •..4•Nt. THICK, 3 COAT CEMENT PLASTER STEP FLASHING METAL LATH DRYER �VlT BLOCK N.t�. DRYFLEKT KICKOUT DIVERTER WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPER r � FELT UNDERLAYMENT DRYER VENTFRAME OVER 'QUICK FLASH' 6A �,��: � • PIPE THROUGH WALL PER FBC 8103.1.1 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 COMPLY WITH THE APPLICATION REQUIREMENTS OF SHEATHING, MECHANICALLY UNDER QUICK FLASH ASTM C 926-12A. FASTEN 4' O.C. MAX. VENT PENETR�ATON A INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A WOOD SHEATHINGWRB LAYER *2, FORTIF15ER LEGEND WOOD WRB LAYER 1, BUILDING PAPER (OR DRAINAGE PLANE NOTE: CONSTRUCTION STUccoWRAP (OR APPROVED EQUAL) (WRB LAYER 1, 5TUCCOWRAP INSTALL KICKOUT FLASHING KICKOUT DETAIL WOOD APPROVED EQUAL) METAL LATH OR APPROVED EQUAL AT BOTTOM OF ROOF 4 WALL 5 : �T�. SHEATHING WRB LAYER *2, WOOD f—�/8' TEXTURED FINISH -8 WOOD WRB LAYER #2 INTERSECTIONS FORTIF15ER CONSTRUCTION FASTEN TO WOOD STRUCTURAL (FORTIF15ER BUILDING PAPER BUILDING PAPER COR &I CMU MEMBER e I' O.C. MAX OR APPROVED EQUAL) AREA TO RECEIVE 1 COAT OF SHER-CRETE APPROVED EQUAL) s' -$ 5 ' MTA ATH X X X r /a TO /s MID -WALL METAL L X $' THICK, 3 COAT CEMENT WEEP SCREED FLEXIBLE CONCRETE WATERPROOFER or WOOD FRAMED PLASTER : ��' WI STI SELF STUCCO SCRATCH COAT PRIOR TO ELEC. METER DE STRIPWOOD SHEATHING INSTALLATIONWALL %a' TO 1/0' MID -WALL ADHERING FLASHING, CLEAN WEEP SCREED MASONRY BEFORE APPLYING 5ELF-ADHE5IVE FLASHING 1 (PER 3IWA1) (o' 5ELF-ADHERING FLASHING TEXTURED FIN15H e MA50NRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE: ELEC. METER FIELD VERIFY FRAME TO �FRAME(FRAME TO BLOCK METAL LATH: LATH To BE PER FBc R103.1.1/ASTM '7B sc, L=: N.T.S. C-a4l-09, MIN, 2.5 LBS. PER 5Q. YARD (UTILITY OR LOCATION NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP 5CREED END TO END JOINTS NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METER FIELD VERIFY LOCATION CUT ENOUGH PROTECTO FORM NOTE ATTACH PERSEALANT ON TOP 5IDE5 ONLY FLASH 1 PIECES T0 COVER BOX 4' MANUR SPECIFICATIONS EACH SIDE. STARTING AT THE BOTTOM OF THE BOX REMOVE PUSH THE PROTECTO CTO FO RMBELEA5E LINER AND APPLY MAKE AN 'X' CUT THROUGH FLASH LINT THE E OPENING w CAVITY TO BEFILLED WITH RIGID PROTECTO FORM FLASH 1IN A THE PROTECTO FORM FLASHASH 1 AND ADHERE ERE T O THE EPOLYMERIC 150CYANAT - PoLYBLEND SINGLE FASHION TO N THE CENTER OF THEB O X FOAM (GREAT STUFF' roR SIMILAR) INTERIOR to T 5OX, COVER THE 5O X, R OF THE Bx OR OUT OPENING LET PE G EXTENDING TO NO C E DIN G L 05 ER WOOD SHEATHING THAN ]'TO CORNER. STEP 1 STEP 2 STEP 3 WRB LAYER 1, 5TUCCOWRAP APPLY SEALANT AT TOP 4 (OR APPROVED EQUAL) ELASTOM IC CORTIN PROTECTO FO FLASH I ER G SIDES OF ELEC. METER BOX RM L COR APPROVED A QUA OV ) P R EQUAL) AFTER STUCCO INSTALLATION SELF ADHERING FLASHING APPLY E -Z BEAD • ° • ° • ° • ° OVER STUCCO/ C.V. FINISH o .0.0.0 o FLASH OPENING WITH PROTECTO FORM FLASH 1 APPLY 60 MIN GRADE 'D' FELT (OR APPROVED EQUAL) 0. 00 00 (SEE TYPICAL WALL SELF ADHERING FLASHING PER FLASHING OVER 5ELF-ADHERING FLASHING OVER 60 MIN GRADE 'D' SECTION) ELECTRICAL CONDUIT METHOD A5 DESCRIBED IN DETAIL 3 OF WA1 OVER APROVED HOU5EWRAP FELT -PROVIDE SEALANT ( METAL LATH PENETRATION 'PIPE PENETRATION DETAIL" AT ALL JOINTS AND ° Nta. APPLY 1 COAT OF 5HER-CRETE FLEXIBLE CONCRETE WRB LAYER *2, FORTIF15ER INTERSECTIONS EXTERIOR WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR >L�1��TRCAL�RECEPTACLE OR METER CAN COMBO OR METER CAN AND D 15CONNECT APPROVED EQUAL) STEP 4 STEP 5 9 eta STEP 6 A R C H IT E C TS DesoinGrounc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 ad SUBDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT: 02997.000/101R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA DATE: 0/4/18 SC :1/4"=1'-0" SH T WA2 11111111111 \DOOOOOODOJ SUBDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT: 02997.000/101R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA DATE: 0/4/18 SC :1/4"=1'-0" SH T WA2 WOOD SHEATHING WOOD CONSTRUCTION %' NAT CHANNEL W/ %s' TYPE 'X' DRYWALL WOOD SHEATHING WR5 LAYER #1, . 5TUCCOWRAP (OR APPROVED EQUAL) $' THICK, 3 COAT — CEMENT PLASTER WR5 LAYER #1 5TUCCOWRAP (OR APPROVED EQUAL) V, MM. AMIGO AM66-UJFWC-780 CUSTOM CA51NG 5EAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WR5 LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER #2, FORTIP15ER BUILDING PAPER (OR APPROVED EQUAL) 8' THICK, 3 COAT CEMENT PLASTER AM66-UJFWC-180 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) I 6" 5ELF-ADHEREING FLASHING WRAPPED 'a CORNER OF CANTILEVER AMIGO AM6(o-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL @ CANT. RTS. FIN15H LAYER (2 LAYER PEEL 4 STICK) (o" PEEL 4 STICK 6 DRIP EDGE TO DECK 1 y'X1 %4' P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM 5ALCONY DECK TO CANTILEVER 6' PEEL 4 STICK 6 DRIP EDGE TO DECK 5U5 FLOOR FULL SHEETS OF PEEL 4 STICK 1 IV2'X1 %4' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS IV4' GAP FOR SACKER ROD 4 SEALANT $' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING 5EAD VINYL (OR APPROVED EQUAL) 5EAD VINYL (OR APPROVED EQUAL) CA51NG 5EAD •:=COMPONENTS PULLED —\ , APART AOR CLARITY LEGEND DRAINAGE PLANE (WR5 LAYER #1, STUCCOWRAP OR APPROVED EQUAL WR5 LAYER 02 (FORTIF15ER 5UILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO . a as WOOD SHEATHING 5ELF-ADHE5IVE FLASHING VINYL (OR APPROVED EQUAL) CA51NG 5EAD 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FIN15H s" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG 5EAD 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL 5ED OF SEALANT, Y" MIN. SPACE FROM DRIP FACE TO TREX Y' GAP FOR SACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING 5EAD WEATHER RESISTIVE 5ARRIER #1 WEATHER RE515TIVE 5ARRIER #2 �— DECK MEM5RANE, EXTEND OVER DRIP EDGE /-3" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL 5ED OF SEALANT, Y' MIN. SPACE FROM NOTE: METAL LATH: LATH TO 5E PER F5C 8103.1.1 / ASTM C-847-09, MIN, 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RE515TIVE 5ARRIER #1 WEATHER RE515TIVE 5ARRIER #2 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/5EAM VINYL CORP. (OR APPROVED EQUAL) 4' P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) DRIP EDGE INSTALLATION 11 A SCALE: KT,s. Y4' GAP FOR 5ACKEi;� ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CA51NG BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK SU5 FLOOR DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CA51NG 5EAD 1 Y2'X1 Y' P.T. OR SIMULATED WOOD (TREX) WATER PROOFING 1st LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM 5ALCONY Y" GAP FOR SEALANT DECK TO CANTILEVER OPT. SACKER ROD 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE 5ARRIER #1 WEATHER RESISTIVE 5ARRIER 02 4' POSITIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION �IIII mCOMPONENTS PULLED APART FOR CLARITY s" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG 5EAD VINYL (OR APPROVED EQUAL) 5EAD VINYL (OR APPROVED EQUAL) CA51NG 5EAD NOTE: SET RAILING LAG 5OLT ATTACHNMENT5 IN SEALANT, WHERE APDL f CASLE 2x FRAMING MEMBER 8' THICK, 3 COAT CEMENT PLASTER CORNER DEAD FASTENED TO SHEATHING 1@ 1' O.C. MAX. WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) CORNER BEAD @ FRAME 2ASCALE. KT,s. CORNER 5EAD (FASTENER 4 SPACING 1'0.0,) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT CORNER BEAD @ BLOCK 12 B SCALE: KUs. COLUMN SHEATHING WEATHER RE615TIVE 5ARRIER #1 WEATHER RESISTIVE 5ARRIER #2 -(o" SELF ADHERING 4 FLASHING PEEL 4 STICK I y2'x3' 'L' FLASHING FULLY EM5EDDED IN ROOF CEMENT 0/2' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL 5ED OF SEALANT, Y2" MIN. SPACE FROM DRIP FACE TO TREX WEATHER RE515TIVE 5ARRIER #1 WEATHER RE515TIVE 5ARRIER 02 EXTERIOR COLUMN COLUMN SHEATHING 6' SELF ADHERING 4 FLASHING 1 Jl2"x3' 'L' FLASHING FULLY EM5EDDED IN ROOF CEMENT Y" X 3' 2(o GA. GALV. METAL DRIP EDGE SET IN FULL 5ED OF SEALANT, y' MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 51DE5 OF COLUMN VINYL (OR APPROVED EQUAL) CASING 5EAD WATER PROOFING 1st LAVER (2 LAYER PEEL 4 STICK) WRAPPED FROM 5ALCONY DECK TO CANTILEVER 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE 5ARRIER #1 WEATHER RE515TIVE 5ARRIER #2 4' POSITIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP @ COLUMN W GE INSTALLATION L FLASHING A R C H I T E C T S es!n Groupnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 y E 0 t c SUBDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL.: LARGO (VERSION#01) PROJECT#: 02997.000/10181 PAGE: WALL ASSEMBLY DETAILS ARCHITECT. STATE OF FLORIDA X17 d JAMES DATE. -/)5/4/18 SC :1/4"=1'-0" �vvvovoavv� y E 0 t c SUBDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL.: LARGO (VERSION#01) PROJECT#: 02997.000/10181 PAGE: WALL ASSEMBLY DETAILS ARCHITECT. STATE OF FLORIDA X17 d JAMES DATE. -/)5/4/18 SC :1/4"=1'-0" WOOD SHEATHING WOOD SHEATHING WR5 LAYER #1, 5TUCCOWRAP WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) FORTIF15ER s THICK, 3 COAT CEMENT WR5 LAYER #2, FORTIF15ER WR5 LAYER #1, 5TUCCOWR P SRR LAYER #2, WOOL) 51-IE�4TNINC PLASTER Y<' GAP TYP BUILDING PAPER (OR (OR APPROVED EQUAL) 5UILDING PAPER CASING MEAD 1X TRIM MEMBER G STUCCO TO TRIM METAL LATH APPROVED EQUAL) WOOD SHEATHING (OR APPROVED EQUAL) WR5 LAYER 15TUCCOWRAP __TMETAL LATH R P TO 51DING TRANSITION WR5 LAYER #2, FORTIF15ER METAL LATH WR5 LAYER #2, FORTIFIBER (OR APPROVED EQUAL) " THICK, 3 COAT BUILDING PAPER (OR' THICK, 3 COAT CEMENT y: WRS LAYER #2, F0RT11=1BER SfDINC� BUILDING PAPER CEMENT PLASTER APPROVED EQUAL) PLASTER BUILDING PAPER (OR APPROVED EQUAL) ;� 6ASELF-ADHERING METAL LATH VINYL (OR APPROVED EQUAL) (OR APPROVED EQUAL) WOOD SHEATHING FLASHING X �ANGLED CASING BEAD META ATH 8 THICK, 3 COAT L L (EXPLODED � � b� `� ` l EXPLODED DRIP CAP viEW 1=oR CEMENT PLASTER (o'5ELF-ADHERING FLASHING 8" THICK, 3 COAT DRIP CAP CLAVIEWRITY) ITY) CEMENT PLASTER CLARITY) CLARIt1') WINDOW FLANGE ... ... .... .. WINDOW FLANGE L GE WR5 LAYER 1, 5TUCCOWRAP WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED Q WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) R ED E UAL) VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD WRS LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER #2, FORTIF15ER 5UILDING (0R APPROVED EQUAL) CA51NG BEAD PAPER (OR APPROVED EQUAL) WR5 LAYER #21 FORTIF15ER BUILDING METAL LATH PAPER (OR APPROVED EQUAL) 6' SELF ADHERING $" THICK, 3 COAT FLASHING OR PEEL 4 STICK METAL LATH SIDING TO STUCCO CEMENT PLASTER THICK 3 COAT (o' SELF -ADHERING $ 14 : CASING BEAD CEMENT PLASTER FLASHING 6'5ELF-ADHERING DRIP CAP FLASHING WINDOW FLANGE DRIP CAP WOOD SHEATHING CASING BEAD @ WINDOW CASING BEAD C WINDOW WINDOW FLANGE METAL LATH 13A: FRAME, NO BAND FRAME, W BAND WR5 LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING LEGEND WR5 LAYER #2, FORTIF15ER BUILDING WRB LAYER #1, 5TUCCOWRAP WOOD CONSTRUCTION BEYOND PAPER (OR APPROVED EQUAL) (OR APPROVED EQUAL) DRAINAGE PLANE WR5 LAYER #2 FORTIF15ER WOOD SHEATHING , WEATHER RESISTIVE BARRIER #1 (WRS LAYER #1, STUCCOWRAP 8" THICK, 3 COAT BUILDING PAPER WEATHER RE515TIVE 5ARRIER 12 6' SELF -ADHERING FLASHING OR APPROVED EQUAL) CEMENT PLASTER (OR APPROVED EQUAL) %6' X I y¢' LAP SIDING W/�' REVEAL WR5 LAYER #2 VINYL (OR APPROVED EQUAL) METAL LATH WEATHER RESISTIVE BARRIER *1> (FO BUILDING PAPER ANGLED CA51NG BEAD � (o' SELF -ADHERING FLASHING WEATHER RE515TIVE 5ARRIER #2 OR APPROVED EQUAL) $THICK, 3 COAT CEMENT (EXPLODED PLASTER STARTER STRIP PER STARTER STRIP PER METAL LATH X X X X VINYL (OR APPROVED EQUAL) , VIEW FOR MANUFACTURER'S INSTALLATION a d MANUFACTURER'S INSTALLATION o d e a CASING BEAD CLARITY) INSTRUCTIONS INSTRUCTIONS STUCCO DO NOT CAULK OR SEAL OPENING 6' SELF -ADHERING FLASHING WOOD SHEATHING SELF-ADHESIVE FLASHING CASING BEAD C RAISED GALV'D METAL 'z' FLASHING GALV'D METAL 'Z' FLASHING BAND FRAME 15 SCALE: KT.S. DO NOT CAULK OR SEAL OPENING NOTE. STUCCO CA51NG BEAD METAL LATH: LATH TO 5E PER F5C 8103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR GALV'D METAL 'z' FLASHING NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SIDING TO STUCCO � BLOCK TO FRAME TRANSITION STUCCO CA51NG THICK 3 COAT CEMENT PLASTER $" THICK, 3 COAT CEMENT WOOD CONSTRUCTION 5EYOND PLASTER rrF WOOD SHEATHING (o' 5ELF-ADHERING FLASHING SEALANT CAsrs MEAD METAL LATH SEALANT METAL LATH WEATHER RE515TIVE BARRIER #1 TO WINDOW WR5 LAYER #2, FORTIF15ER BUILDING WEATHER RESISTIVE BARRIER #1 TO LAP WINDOW FRAME PAPER (OR APPROVED EQUAL) WEATHER RESISTIVE BARRIER #2 6' MIN. A50VE TOP OF "z' FLA5HING %6' X I Y' LAP SIDING W/6 REVEAL WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WINDOW FRAME / WR5 LAYER #2, FORTIF15ER WEATHER RESISTIVE BARRIER #2 -���` .` �;.:a `°� ��=4 :; BUILDING PAPER 6' SELF -ADHERING FLASHING �/ _rlz (OR APPROVED EQUAL) STARTER STRIP PER MANUFACTURER'S e GALV'D METAL 'z' FLASHING WR5 LAYER #1, 5TUCCOWRAP E -z BEAD VINYL (OR INSTALLATION INSTRUCTIONS DO NOT CAULK OR SEAL OPENING (OR APPROVED EQUAL) APPROVED EQUAL) CASING WEATHER RESISTIVE BARRIER #1 TO LAP (o' WIDE PEEL 4 STICK (W/%s' FLEXIBLE PVC BACKER DO NOT SEAL OPENING 6" MIN. A50VE TOP OF 'Z' FLASHING WINDOW FLANGE OVER FLANGE ROD INCLUDED) 2X FRAMING MEMBER E -Z BEAD VINYL WR5 LAYER #1, 5TUCCOWRAP GALV'D METAL "z" FLASHING COR APPROVED EQUAL) CASING 2X FRAMING MEMBER (OR APPROVED EQUAL), E -Z BEAD VINYL �" SELF -ADHERING FLASHING 5UILDING WRAP (W/%8" FLEXIBLE PVC BACKER ROD WRAPPED AROUND FRAMING (OR APPROVED EQUAL) CASING _ INCLUDED) — MEMBER / WEATHER RESISTIVE 5ARRIER #1 (W/%a' FLEXIBLE PVC BACKER ROD) E -Z BEAD VINY ( SELF ADHERING FLASHING L OR APPROVED EQUAL) APPLY FULL 5ED OF 6CASING' 5ELF-ADHERING FLASHING FLEXIBLE PVC BACKER WOO SEALANT 5ETWEEN D SHEATHING %s' THICK, 3 COAT CEMENT PLASTER ROD) (W/%S" FLANGE 4 5UILDING WRAP DETAIL EXPLODED FOR WEATHER RESISTIVE 5ARRIER #1 WEATHER RESISTIVE 5ARRIER 02 CLARITY WEATHER RESISTIVE BARRIER #2 SIDING TO STUCCO 6 C� FRAME TO FRAME TRANSITION EZ. BEAD WINDOW CASING 17 R scAt,.e: rLts. A R C H I T E C T S /Design Group 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 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA JAMES AR NQSI� DATE• /4-/18 SC :1/.4"=1'-0" SH ET WA4 \OODODOOOOJ SUBDIV. & LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA JAMES AR NQSI� DATE• /4-/18 SC :1/.4"=1'-0" SH ET WA4 CUT HOU5EWRAP AT 450 ANGLE MODIFIED 'I' CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL TEMPORARILY toe) Lr) -I lr-) SECURE HOU5EWRAf P UNDER) at STEP 1 WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP 18: Kts. (FRAME) WALL FLAS .TION FOLD HOUSE IN AT JAM55 SLOPE SILL R EXTE INSTALL 6' SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN I' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN APPLY OSI H2U (O EQUAL) SEALANT,, WINDOW/GMU JOINT. FLUID APPLIED FLASHING (LANGO WHITE -SEAL RG -868 OR EQUAL). STEP 2 ALIGN FLEXIBLE 5ELF-ADHERING 45HING W/ INT, EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL >>ar 1) (o' SELF -ADHERING F OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND 5ELF-ADHERING FLASHING I' MIN BEYOND JAMES FLASHING INSTALL VINYL DRIP CAP APPLY 3i8' NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLES OR SLOTS. SUPER STRETCH BUTYL FLASHING 8' VERT. END DAMS REQV. AT EACH END OF SILL oink / J5EWRAP DOWN 4 D I AGONAL CUT 4 HEAD OF WINDOW STEP 4 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND TTN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE f MANUFACTURERS WRIl INSTRUCT I APPLY MEMBRANE FLASHING OVER JOINT Ll I r, r cl (o' WIDE ADHESIVE :LEXIBLE FLASHING :R DRIP CAP JOINT TO -WRAP 5T-20XL APPROVED EQUAL) STEP 5 01.u1 0 NOTE: 1. IT 15 THE CONTACTORS RE6PON518ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOU5EWRAP, 5EALANT5 4 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 A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 r � �OODDOODOOJ SUB V. & LOT: KENSINGTON RESERVE (LOT 101) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/101R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA `/4/ JAMES CAN AR NO 12 DATE: x//'4/18 ' SCAT Ef/4 1'-0"' WA5