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HomeMy WebLinkAbout3877 Crawley Down Lp (a)A_�ARGO VERSION 0 1 FORM RECORD COPY REVIEWED FOR CODE COMPLIANCE —F _IF_ _ PLANS EXAMINER l ' DATE SANF E3UILDI_N_ CLDIVISIO A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMP ACTION FEST REQUIRED Res0tr ti) he Vori lyd at ,Slab h0t)WItion ryanhomes-com SAN �, .D #1r-3108' • 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 RYAN HOMES - ORLANDO (FBCR), 6TH EDITION(2017) ADJ. ADJUSTABLE M.C. MEDICINE CABINET CS COVER SHEET 4307 VINELAND ROAD, SUITE 102 ALT. ALTERNATE MFR. MANUFACTURER GN GENERAL NOTES AMP. AMPERAGE MIN. MINIMUM 1 FRONT & REAR ELEVATIONS BD. BOARD MTD. MOUNTED 2 LEFT & RIGHT ELEVATIONS ORLANDO, FL 32 ALL LOCAL AND STATE CODES CL CENTER LINE MTL. METAL 3 FIRST FLOOR PLAN CAB. CABINET N.T.S. NOT TO SCALE STAIR SECTION RYAN HOMES - TAMPA + OCCUPANCY - RESIDENTIAL, GROUP R3 CLG. CEILING O.C. ON CENTER 4 SECOND FLOOR PLAN/STAIR 1409 TECH BLVD., SUITE 202 • CONSTRUCTION TYPE - VB CLR. CLEAR PL PROPERTY LINE 5 FOUNDATION PLAN CONC, CONCRETE P.B. PUSH BUTTON 5A FOUNDATION DETAILS TAMPA, FL 33619 • MIN. INTERIOR FINISH - CLASS C COND. CONDENSER PH. PHONE 5B DOWEL PLAN • BASIC WIND SPEED - VULT = 150 MPH CPT. CARPET PLT. PLATE 5C LINTEL PLAN (LOTT'S) C.T. CERAMIC TILE PLYWD. PLYWOOD 5D LINTEL PLAN CAST -CRETE VASD = 116 MPH D. DRYER PR. PAIR ( ) • STATE OF FLORIDA • RISK CATEGORY - II DBL.. DOUBLE P.T. PRESSURE TREATED 5E LINTEL PLAN (QUALITY PRECAST) • EXPOSURE CATEGORY - EXPOSURE CD.G. DUAL. GLAZED R. RISER 6 FIRST FLOOR FRAMING PLAN PROFESSIONAL ARCHITECT: DIA. DIAMETER RAD. RADIUS 7 SECOND FLOOR ROOF FRAMING PLAN • 1 -STORY RESIDENCE DIM. DIMENSION R.A.G. RETURN AIR GRILL 8 ENTRY SECTION DETAIL • 2 -STORY RESIDENCE - MAX. HEIGHT AS PER D1SP. DISPOSAL 9 FIRST FLOOR ELECTRICAL PLAN ROLAND ABOUCHACRA DP. DEEP REF. REFRIGERATOR 9.1 SECOND FLOOR ELECTRICAL PLAN LOCAL AND STATE CODES DR. DOOR RM. ROOM AR N0. 93723 D.S. DOWNSPOUT R.O. ROUGH OPENING Dl i STORY WALL SECTIONS &NOTES DTI". DETAIL, S.D. SMOKE DETECTOR D2 SECTIONS DETAILS A.B. DESIGN GROUP, INC. WIND SPEED & EXPOSURE CATEGORY D.W. DISHWASHER S.H. SINGLE HUNG D3 SECTIONS/DETAILS 1441, NORTH RONALD REAGAN BLVD. EA. EACH SHT. SIIEET D4 SECTIONS/DETAILS BY COMMUNITY ELEV. ELEVATION SHTHG. SHEATHING D5 SECTIONS/DETAILS LONGWOOD, FLORIDA 32750 EQ. EQUAL SHWR. SHOWER EXH. EXHAUST SIM. SIMILAR Fax: (407) 774-4078 Tel: (407) 774-6078 EXT. EXTERIOR SL. SLIDING D1 SECTIONS/DETAILS AYERSWORTH GLEN 150 -BF.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 D5 SECTIONS /DETAILS CARRIAGE POINT 150-B FLUOR. FLUORESCENT T.O.C. TOP OF CURB D6 SECTIONS/DETAILS FR. DR. FRENCH DOOR T.O.P. TOP OF PLATE D7 WINDOW SCHEDULE CHAMPIONS RESERVE 140-B FTG. FOOTING T.O.S. TOP OF SLAB CREEK SIDE 140-B GA. GAUGE TVP. TYPICAL WA1 WALL ASSEMBLY DETAILS GAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED WA2 WALL ASSEMBLY DETAILS DRAWING / CONTRACT DOCUMENT CYPRESS PRESERVE 139-C G.F.I. GROUND -FAULT CIRCUIT OTHERWISE WA3 WALL ASSEMBLY DETAILS INTERRUPTER V.P. VAPOR PROOF WA4WALL ASSEMBLY DETAILS REVIEW BY BUILDER HIGHLAND MEADOWS 140-B GL. GLASS W. WASHER WA5 WALL ASSEMBLY DETAILS GYP. BD. GYPSUM BOARD W/ WITH KENSINGTON RESERVE 140-B H.B. IIOSEBIB WD. WOOD LAKES AT LUCERNE 140-B H.C. HOLLOW CORE WDW. WINDOW HDR. HEADER W/H WATER HEATER THE BUILDER ASSUMES ALL LIABILITY FOR LUCAYA LAKE CLUB 150-C HGT.ORHT HEIGHT W.I. WROUGHT IRON INTERPRETATION OF THE CONTRACT DOCUMENTS. McCORMICK RESERVE 140-B NTT. Ns Rio oN 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 PROCEDURE IS FOR THE BUILDER TO SUBMIT A SOUTHFORK LAKES 150-B WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO IST FLR. LIVING 904 SQ. FT. THE ARCHITECT OR ENGINEER FOR CLARIFICATION. VICTORIA TRAIL 140-B 2ND FLR LIVING G: 1265 SQ. FT. TOTAL LIVINGS 2,169 SQ, FT. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN THESE PLANS ARE DESIGNED AND ENGINEERED RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY FOR A WIND SPEED AND EXPOSURE CATEGORY OF ENTRY 40 SQ, FT, MANNER. AB DESIGN GROUP TAKES NO 150-C RESPECTIVELY. IN THE CONDITION THAT GAR,4CzE 449 SQ, FT, RESPONSIBILITY FOR INTERPRETATIONS OF THIS HOME IS BUILT IN A WIND SPEED AND CONSTRUCTION BY THE BUILDER WHEN NO RFI's EXPOSURE CATEGORY LESS THAN 150-C, PLEASE TOTAL 2b 24 SQ. FT. HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF REFER TO GENERAL NOTES SHEET (GN), SECTION PATIO 24 SQ. FT. THE CONSTRUCTION BASED ON THE DRAWING SET. TIMBER, NOTE 20 FOR EXTERIOR STUD SPACING. 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 � �000000000� E 8E 0 L C SUBDIV. & LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/12OR1 PAGE: COVER SHEET DATE: 6/12/18 ' SCALE: 1/4"=1'-0" SHEET Csor 9 09 SIO GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 12. 13. 14. 15. 16. 17. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS PSF) Al SLEEPING ROOMS 30 A.2. ATTICS WI STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 AA. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 A.7. STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS LPSF) B.I. 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) DA. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.1. BASIC WIND SPEED VULT. = 150 MPH, VASD =116 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 E.4. 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 PSF F.1. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL 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 Id 2. 3. 4. 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 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 AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN''/2 -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 18 -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 '/,INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. 2. 51 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, 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 %l. 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/," 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 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). 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ ACI 5301 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: 8.1. #5, W31 OR D31 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.1. #11 AND SMALLER D. BEAMS & COLUMNS: D.I. 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.1. 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 42. 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" WIN DSPEED/ EXPOSURE 140MPH/B 140MPH/C 140MPH/D 150MPH/B 150MPH/C 160MPH/C 2x4 STUD SPACING @ 16" O.C. @ 16" O.C. @ 12" O.C. @ 16" O.C. @ 12" O.C. N/A 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. el I 1\MOIL14% 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) * PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4 * FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. * PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 10"F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. * PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) * CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM'/." PVC (SCHEDULE 40), INSULATED WITH %. 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 1'9'4.L IY. RUMMLU RUWAN tSLVU. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 12OR1 PAGE: GENERAL NOTES ARCHITECT- STATE OF FLORIDA ROLAND A. aacRn AR NO 93723 A DATE: 6/12/18 SCALE: 1/4" =1' _ 0'> SKEET G NOF 9 �ov0000voa� SUBDIV. & LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 12OR1 PAGE: GENERAL NOTES ARCHITECT- STATE OF FLORIDA ROLAND A. aacRn AR NO 93723 A DATE: 6/12/18 SCALE: 1/4" =1' _ 0'> SKEET G NOF 9 12' SQ. BLOCK COLUMN 1 QLUMNDETAIL 2 i 21 6' WIDE RAISED BANDING (TYP.) 18'-8 3/4" 2ND BRCS, HGT. W/ 8" HEEL 11 TEXTURED CEMENTIOUS COATING PER (ASTM C926) (TYP) 0'-0" FIN. FLR. , I- 1 FRONT ELEVATION. SCALE: 1/4 = 1'-0' ELEVATION 'A' HEADER DETAIL OFF -RIDGE VENT " (!' WIDE RAISED BANDING (TYP.) 3 BAN/DING DETAIL 18' -8 3/4" 2ND BRG, HGT.O W/ 8" HEEL 11-o! 10'-8 3/4" 2ND F.F. OL _ 9'-4" BRCS. HGT.oL liw 8'-0" HDR. HGT.oL - 0'-0" FIN. FLR.Olir _ CTEMREE) CEMENTIOUS COATING PER (ASTM CS26) (TYP) � "r 8'-2" 10'-8 3/4" 2ND F.F. e' -4" BRCS. HGT. &' WIDE RAISED BAND (TYP-) TEXTURED CEMENTIOUS COATING PER (ASTM C92(p) (TYP) 0'-0" FIN. FLR. _ 18'-8 3/4" 2ND BRG. HGT, W/ 8" HEEL 10'-8 3/4" 2ND F.F. 9'-4" BRCa. HGT. 8'-0" HDR. HGT. TEXTURED CEMENTIOUS COATING PER (ASTM C926) (TYP) _ - - .. _ _ O>' -m" FIN, FLR. my ELEVATION SCALE: 1/4 = 1'-0' ELEVATION 'A' ATTIC VENT CALCS CALCS AREA OF ATTIC 93 SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/150) 0.62 SQ - FT -REQUIRED VENTILATION AREA 0.62 x 144 89.3 SQ - IK -SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./IF REQUIRED LF OF SOFFIT VENTILATION 8 LF PROVIDED LF OF SOFFIT VENTILATION 1 431 LF 2ND FLOOR ATTIC VENT CALCS AREA OF ATTIC 1250 SQ - FT -NET FREE VENTILATION AREA REQUIRED 71/300 4.17 SQ - FT -REQUIRED VENTILATION AREA (4.17 x 144) 600.0 SQ -11 MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 600.0) 300.0 SQ IN OFF RIDGE VENTILATION AREA 115 SQ.IN /VENT SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./IF TOTAL # OF VENTS REQUIRED 2.61 TOTAL # OF VENTS PROVIDED 3 REQUIRED SQIN VENTILATION IN TOP OF ROOF 300 SQ -IK - REQUIRED LF OF SOFFIT VENTILATION 26 LF PROVIDED LF OF SOFFIT VENTILATION 151 LF A R C H I T E C T S Des!r2. Group 1441 N. RUNALU KtAUAN MVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#120) ASO DEL: LARG O (VERSION#01) PROJECT#: 02997.000 12OR1 PAGE: FRO NT & REAR ELEVATIONS ARCHITECT - STATE OF FLORIDA ROLA lhk� DATE: 6/12/18 SCALE: 1/4t)=19-01) SHEET I OF 9 �000000000� SUBDIV. & LOT: KENSINGTON RESERVE (LOT#120) ASO DEL: LARG O (VERSION#01) PROJECT#: 02997.000 12OR1 PAGE: FRO NT & REAR ELEVATIONS ARCHITECT - STATE OF FLORIDA ROLA lhk� DATE: 6/12/18 SCALE: 1/4t)=19-01) SHEET I OF 9 18'-8 3/4" 2ND BRG. HOST.4 _ _ _ _ __ LU/ a" HEEL 1'-0 10'-S 3/4" 2ND F.F. ------------- (B'-4" ____ _9'-4" BRCS. HGT.,L _ _ _ _ _ _ rf A' -O" HDR. HOST. h _ _ _ _ 0'-0" FIN. FLR. ]&'-a 3/4' 2ND BRCS. HOST. of W1 a" HEEL WNGL.ES 5r�� OFF -RIDGE VENT 12 5t_/:; ISM CTEXTURED CEMENTIOUS COATING PER (ASTM 092(b) (TYP) —) ------------- CTEXTURED CEMENTIOUS COATING PER (ASTM C926) (TYP) —) LEFT ELEVATI®N SCALE: 1/4 = 1'-0' ELEVATION 'A' OFF -RIDGE VENT CTEXTUsED CEMENTIOUS COATING PER (ASTM C926) (TYP) D 10'-8 3/4" 2ND F.F.OL _ --} -- — — ------- IF — — — — oL----------- V-O" HDR. HOST -OL _ _ _ _ _ _ _ _ — — 1' I ;;;;;] OFF -RIDGE VENT 18'-S 3/4" 2ND BRCS. HOST. S" HEEL '-OII ----------------------- CTEXTURED CEMENTIOUS COATING PER (ASTM C926) (TYP) —) 10'-8 3/4" 2ND F.F. BRCS. HOST. HDR. HGT. 111-�II _ 0'-0" FIN. FLR_ IRK 0 8 3/4" 2ND BRCS. HOST. HEEL 10'-S 3/4" 2ND F.F. 9'-4" BRCS. HCST. IV �2-"— — — — S'-0" HDR. HGT. 0'-0" FIN. FLR. 0'-0" FIN. FLR., _ —--}— — — — — — — — — — — — — — — — — — — — — —I ------- RIGHT— — —I -r RIGHT E SCALE: 1/4 = 1'-0' ELEVATION 'ELA' A R C H I T E C T S Desan Grou. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 c� SCALE: 1/4"'=1'-0" SHEET 2 OF 9 ----------------------- CTEXTURED CEMENTIOUS COATING PER (ASTM C926) (TYP) —) 10'-8 3/4" 2ND F.F. BRCS. HOST. HDR. HGT. 111-�II _ 0'-0" FIN. FLR_ IRK 0 8 3/4" 2ND BRCS. HOST. HEEL 10'-S 3/4" 2ND F.F. 9'-4" BRCS. HCST. IV �2-"— — — — S'-0" HDR. HGT. 0'-0" FIN. FLR. 0'-0" FIN. FLR., _ —--}— — — — — — — — — — — — — — — — — — — — — —I ------- RIGHT— — —I -r RIGHT E SCALE: 1/4 = 1'-0' ELEVATION 'ELA' A R C H I T E C T S Desan Grou. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/120R1 PAGE: LEFT & RIGHT ELEVATIONS DATE: 6/12/18 SCALE: 1/4"'=1'-0" SHEET 2 OF 9 ��aovo0000v� SUHDIV. & LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/120R1 PAGE: LEFT & RIGHT ELEVATIONS DATE: 6/12/18 SCALE: 1/4"'=1'-0" SHEET 2 OF 9 EXTERIOR MASONRY WALL BRG. WEIGHTS 11111111 S1.41 5IRG, LOAD BRG. WALL NON -5%. WALL COIrPONBff AND CLADDM WIC LOAM BASIC WW D DOME FOR 3 SECOND GUSTS CALL i S Q . FT . CALC .' S ZONE 164 WHvVND 1 IST FLR LIVING 2ND FLR LIVING 904 1265 50. FT. 50. FT, 24.80/-30.16 TOTAL LIVING ENTRY GARAGE 2,169 40 449 50. FT. 50. FT. 50. FT. 2 24 3080 DR TOTAL PATIO 2,658 24 5Q. FT, SQ. FT. 11 25 -SH 4 EXTERIOR MASONRY WALL BRG. WEIGHTS 11111111 S1.41 5IRG, LOAD BRG. WALL NON -5%. WALL COIrPONBff AND CLADDM WIC LOAM BASIC WW D DOME FOR 3 SECOND GUSTS CALL i FOOTAGE DEBKMTM ZONE 164 WHvVND 1 112 16'-0O XX11'-0' 5 24.80/-30.16 2 24 3080 DR 4 21.15/-36.05 3 11 25 -SH 4 28.45/-30.95 3A 11 25 -SH 5 28.45/-31.4b 313 11 (2) 25 -SH 4 29.1/-31.80 4 64 6080 SGD 5 2631/-3330 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT =150 / VASD ■ 116 MPH B. INTERNAL PRESSURE COEFFICENT-+ .18 C. RISK CATEGORY -TYPE 11 D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 1 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6tH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0b TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED 13Y PRODUCT MANUFACTURERS. F TO DRYWALL INSTALLATION ON ALL FRAMNG MEMBERS T-0'FROM THE FINISH WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY CABINET MD dJ SECTION 19'-2" IK 8'-2" 2'-8" 11'-4"11 15'-0"v 3'-8" GREAT ROOM 0 PATIO 4 6080 SGD N 3 � 5'-�o" 5'-10' I•ANDNG Noe'N MT — — (0'-8" T-0' 11'-�0" 4'-0" 5'-10° 1ENTRY 4 @ LINE OF 2ND FLOOR ABOVE 16'-0' X 1'-0' OWGD O 21'-4" FIRST FLOOR PLAN SCALE: 1/4 = 1'-0' ELEVATION 'Al 1� 11 N1 HB A R C H I T E C T S PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SCALE: 1 /4" =1' — O" SHEET j OP' 9 PANTR 01 MUD ROOM JOT S'-4'rLa -. •- \000000000 FOYER 1NMOO �-�. 000 o' ■L�� STUD ■I■�5L. ■I■ ,VENT. I MJWAVE TO ■I■1 ■I■ EIm2 CAR GARAGE I•ANDNG Noe'N MT — — (0'-8" T-0' 11'-�0" 4'-0" 5'-10° 1ENTRY 4 @ LINE OF 2ND FLOOR ABOVE 16'-0' X 1'-0' OWGD O 21'-4" FIRST FLOOR PLAN SCALE: 1/4 = 1'-0' ELEVATION 'Al 1� 11 N1 HB A R C H I T E C T S PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT:: 02997.000 120R1 PAGE: FIRST FLOOR PLAN i7A.Vm;: o / t "G / 1.0 SCALE: 1 /4" =1' — O" SHEET j OP' 9 \000000000 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT:: 02997.000 120R1 PAGE: FIRST FLOOR PLAN i7A.Vm;: o / t "G / 1.0 SCALE: 1 /4" =1' — O" SHEET j OP' 9 COWOHENT AND CLADDNIG WND LOAN BASIC WND EXPOSURE FOR 3 SEOOND GUM OALL • SQUARE FOOTAGE Wwim DESIQNATM ZONE 150 MPH WIND 1 30 (2) 3050 -SH 4 3109/-33.93 EGRESS 215 3050" 4 28.65/-31.14 TEMP, EGRESS 3 15 3050 -SH 4 28.65/-31.14 TEMP 4 15 3050-gµ 5 28.65/-3� 85 EGIRFESS 5 12 3040 -SH g 298/-3870 TEMP 6 15 3050 -SH 4 28165/-31.14 EGRESS WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT =150 / VASD ■ 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 BE MULTIPLIED BY 016 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. MOTE: I. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS 2'-0' FROM THE FNISH FLOOR WILL BE SPRAY TO AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY MR. 3/4' T 4 SUB FLOOR GLUED 4 SCREWED PER NAILING SCHEDULE 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 STAIR DATA: 17 RISERS 07.57" 16 TREADS 010" +1" NOSING \ 0 2x4 PLATE V-5 3/4' 2ND. FIN, FLR. ■■■�■� - i 42' HIGH RAILING WAND - FOYER0?� - STRINGERS SECURED OPEN a12d NAILS- TREAD 2x4 RE- .- - IONSJ' KICKPLATE 2x12 STRINGER TO SIT ON LANDING (BEYOND) 'II =o � r = r - r • :�i� �= 4M 2x4 P.T. PLATE SECURE W/ 10d CUT NAILS 16' O.C. MAX. STAIR SECTION: 9'-4" BRIG. HT. E: 1/2 s 1' -Of SECOND FLOOR ]PLAN SCALE: 1/4 : 1'-0' ELEVATION 'A' A R C H IT E C T 3 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SU331DIV. & LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 120R1 PAGE: SECOND FLOOR PLAN/STAIR SECTION mmmmmo DATE: 6/12/18 SCALE: 1/4"=1'-0" SHEET A.. OF 9 SECURE STRAP TO CONC. W/ (2 ) 3/16'4' TAPCONS 3 1/2' TI GONG. SLAB SIMPSON W5 ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) OSx1 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL 4 .11 c!� N 3 1/2' CONC. 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I 2D ■ I5A ESD CHASE UP 12' L — J SLAB I In' ABOVE CONC. ■ ■ SLAB C31/2'CONC, ■ ■ ■ ■ nI ED 3 1/2' I W/ 6'x6'-WI.4 x WIA 8 w _ ON 6 -MIL POLY N ETHYLENE VAPOR 5A ;� 6,4 w BARRIER ON O0- WELL -COMPACTED I ■ ■ CLEAN FILL (BORA-CARE SYSTEM) 8 CONC. 5A SLAB 0 1 L-1 1/2 � (- 24'x24'x12' CONC. M. W/ (3) +5 RE5AR6 EA. WAY ON CHAIRS MIN. 3' COVER A V-2" gem FOUNDATION PLAN_ gGAI F. i/d = M i=vATll-,+1 'A' NOTE: A/C LINES FROM UNIT TO CONDENSER 70 BE RLM UNDEf3JEATN SLAB OR OVERHEAD PER FIELD CONDITIONS o ,� -1 21-011 2 4' PVC CHASE -STEM UP TO 2ND. FLR A/C EXTEND SLAB 1 1/2' i \ COND. i 9) r - N AItCH IT EC TS DesoinGroun�. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 svHDIV. & LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 120R1 PAGE: FOUNDATION PLAN ARCHITECT - STATE OF FLORIDA 1 CFM AR NO ABO93 23 DATE: 6/12/16 SCALE: 1/4"=1'-0" SHEET 5 OF 9 �I'III""I �000000000� svHDIV. & LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 120R1 PAGE: FOUNDATION PLAN ARCHITECT - STATE OF FLORIDA 1 CFM AR NO ABO93 23 DATE: 6/12/16 SCALE: 1/4"=1'-0" SHEET 5 OF 9 TEXTURED CEMIENTIOUS C:OAtING (1) •b REBAR VERTICALLY UI/ GONG. (1) 45 PROM VERTICALLY W/ F'ER (ASTM CW&) (TYP.) POURED CELL PER ASTM CW ) (TVP CAAtMG cow- Pow= CELL R_I3 ANGULATION MM R-4.1 INGUL. MAV R-4J INSULATION ll) �b IQECAIF VERTICALLY W/ CONIC TEXTURED CEMENTIOUB COATING (U R! REBAR VERTICALLY W/ CONIC. BTUpb Wim' O GOMAX z TEXTURED cEMENTIOUB GOAtMt3 STUDS Ib O.C. 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REBAR W/ I®' HOOK vAWE& PER ELEY. - VARIES PER ELEV. 1-STORY - g' VARIES 8' (2) 4b REBAR CN CHAIRS a ° CAULK AND SEAL 2-STORY °' .a $ GROUTED GOND REAM 9' 3' (3) 9 REBAR ON CHAIRS `-.::_r - - ° . 1:4 (2) 45 OWNAAM .. a--....-.__. !3) 4b REBAR• Z ST07R1' a 4 e . ry Q — \/\/\/ GAS LINE a < OUTSIDE REBAR TO BE (1) •b RI�BAR VERTICALLY W/ COMC ° C:ow"JOUS POUIQED CELL ° ° /\///\//// 1 �' PVC SLEEVE FOR GAS LINE ° R-4] MSUL. MIN - /// ° \/\ \ 4,1 .. 8' CMLI 1/Y GYP. WL. Bo. ° wooD RAGE U V2' DRYWALL 2'-I' MIN. LAP � Q w 3 V2' C:ONC, REIM. W/ b'xb' SHOWER RECESS FOOTER 66�� aTHY a 1 O • ' WOOD BAN B REBAR LAP AT FOOTING CARRER ON UELL-coMPACTED a CLEANOUT TION QED 0. CLEANOUT TION ED 6CAt Ec I ■I -O' "' ...-__ FOR INSPECTION POR MGPEO:tION _ _ � ■ _B `u O CLEAN TERMITE TREATED PILL - z z �HH—y I' RECESS POR 4' ° z - - -- - ° S+GD. TRACK v 4 [� � . L ° a CAAGE TIM FOOTING ®'-o' FIN. PLR 0'-01 FIN. FLK. FINISH FLOOR ° TIE VERTICAL REBAR ° TIE VERTICAL REBAR a • °a a TO HORZATIONAL ° a n TO HONZATIONAL _w a 4 a 4 (1) 9 VERT. CKX EL REBAR W/ 1m' HOOK ° REBAR LLV 1®' HOOK ° . a LAPPED W/ BOND BEAM a. < a " Q a° � $�RESARAAT CORNER& O 14' 8' [4'[ (S REDAR ON CHAIR& a ( Z-STORY 41 l I-4• n h . ° (3) •b REIMAR ON CHAIRS 4 ° d... HORIZONTAL/ VERTICAL 14 11—STORY FOOTING HORIZONTAL/ VERTICAL REINFORCING AT GAS LINE THRU BLOCK TYP. REBAR LAP W BLOCK WALL E REINFORCING F BEARING CHANGE SLAB AT S.G.D. AT LINTEL CORNERS D 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 SUHDIV. & LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/12OR1 PAGE: FOUNDATION DETAILS DATE: 6/12/18 SCALE: 1/4"=1'-0"' SHEET 5 Aop- 9 \0000000001 SUHDIV. & LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/12OR1 PAGE: FOUNDATION DETAILS DATE: 6/12/18 SCALE: 1/4"=1'-0"' SHEET 5 Aop- 9 A R C H IT EC T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 14'-Im' lm' -lm" lm' -2" 31- 4' ■ •■ ■■ • ■■ ■■ 21-8„■ • li' -S” 1 251-411 'n 71 2(0'-O' ■ ■ ai 1 1 r- 1 N �00000000�► ■ 1 d1 N • I ■ Ln m � 1 m � N m ' ■ �4 N 8 ■ 1 1 I r � ■ m _ ■ ■ ■ ■ _Ilk 3'-O° S' e 1 DOWEL PLAN. SCALE: 1/4 = 1'-0' ELEVATION 'A' A R C H IT EC T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 SVB_- & LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 120R1 PAGE: DOWEL PLAN ARCHITECT STATE OF FLORIDA 2 DATE: 8/12/18 SCALE: 1/4"=1'-0" SHEET 5BOF 9 �00000000�► SVB_- & LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 120R1 PAGE: DOWEL PLAN ARCHITECT STATE OF FLORIDA 2 DATE: 8/12/18 SCALE: 1/4"=1'-0" SHEET 5BOF 9 aN N "e PDR 9'-4' CLG. GREAT ROOM S'-4' CLC. --- -------� 0U0 ` I ♦ / I 0 I I X 1 I KITCHEN I I ---- L� O- _ FOYER O O -----II ------- 9'-4' CLG. ENTRY L-2 9'-4' CLC. LINTEL SCALE: 1/4 = 1'-0' ELEVATION 'A' 2 CAR GARAGE PANTRY III II MUD ROOM GENERAL NOTES - 1 CODES U, FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 8402.2 4 8606 1.2. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 19012 4 2101. 13, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10). 2. CONCRETE: 2.1. CONCRETE COMPRESSIVE STRENGTH AT 26 DAYS: 2.1.1. PRE -CAST LU/STANDARD REINFORCEMENT -4000 051 2.1.2, PRE -CAST W/PRESTRE55 REINFORCEMENT -6000 PSI 2.1.3. GROUT PER ASTM C416 - 3000 PSI W/ MAX. 3/8' AGGREGATE, 8' TO II" SLUMP. 22. REINFORCING BARS: 2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 22.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) A5TM A615 (GRADE 40). 23. PRE -STRESSED STRANDS ASTM A416 I -WIRE, STRESS RELIEVED 210 KSI 2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5. CONCRETING OPERATIONS SHALL COMPLY WITH AGI STANDARDS. 3. MASONRY: 3.1- DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY A650CIATION AND AGI 530-08, 3.2, MINIMUM MASONRY UNIT STRENGTH: F'M 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, 6TH EDITION (2011), SECTION 8606.14 OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104-1-5 EXTERIOR MASONRY WALL 5R3. HEICxHTS 9'-4' BfilCx. LOAD 5%. WALL NON-5fI WALL 3" iAR F No. 11 SAFE- WORKING I_AIERAI LOADS (PLF) 8" x 8" LINTELS LINTEL Total Length Type SAFE LATERAL LOADS (PLF) 8'x8' PLAIN _-_-.,__._.-._.__.--. 1998 1168 844- 638 8'x8' SOLID 3%4 2318 1614 1266 2'-10' 3.6' Precast Precast 4'-0' Recast 4'-b' Recast 4.8' Recast 586 1163 5'•4' Recast 666 1355 51•0' Precast 543 1105 6'-4' Recast 634 1364 6'-6' Recast 612 ..... __ 518 1788 ... ._ 1211 b' -B' 1 6. 1'-8' 8.0' V.4' Recast Recast Recast Recast Recast 446 425 381 354 938 S94 814 145 T-4' Recast 211 583 -- 1'•b' Recast 197 453 II' -4' Recast 198 620 12'•0--_ Recast _ -_ 164 549 12'-6' Recast 143 504 13'-4' Recast 116 99 404 391 14'-0' Precast 14.8' Prestressed NA. 341 15'-4' Prestressed NA 302 11'•4' Prestressed NA. 213 19'-4' Prestressed NA, 116 20'•0' Prestressed NA, 159 21'4' �. 22'-4' 24.0' -Prestressed- Prestressed Pr Prestressed _-- N.d---- NA NA -- 131.---- Z0 93 NA . Not Recommended LINTEL SAFE LATERAL LOADS (PLR) LENGTH TYPE sl -4' SRGc HT. B' DOOR 8' DOOR Total Length Type HEADER HEADER 4'-6' 8/14-8-(ULIKOL PLAIN SOLID 3'-8' Precast 1112 2011 4'-0' Precast 950 1611 4'-6' Recast 861 1521 -4'.2� 4'-4' Recast l85 1386 4'-8' Recast 659 1165 5'-8' Recast 650 Iill 6'-8' _ -Recast_ 504 %4 411 --- l81 1'-8' Precast Precast 356 664 8'-8' 9'-8' Recast 286 535 L OTT S gr/' CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LENGTH TYPE sl -4' SRGc HT. COMMENTS TA@LE...N_Q 1 456 8/36-84111/(Ul PRESTRESSED L-2 4'-6' 8/14-8-(ULIKOL RECESSED L -2A 8'-4' 8/ib-S-(1711/(11! L-3 4'-8' 8/Ib-S-!1711/(0Jl SAFE L -3A 4'-6' 8/16-5-flAVOL CLEAR L-315 4'-6' M&-S-MUKOL COMPOSITE LINTELS L-4 i'-6' 8/16-541JUKUl 8 IINILLS L-5 i'-8' 8/16-s-(1711/IIA. LINTEL (1) #5 CONTINUOUS 8"X16" KNOCKOUT BLOCK 3000 PSI CROUT (PLACED IN FIELD) /-TOP BARS: / SEE SCHFDUI_F (i) #5 CONTINUOUS -7/37" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BAR SEE SCHEDULE (PRECAST) 8/16-S-(1) #5/(1) #5 PRECAST 40 1� 8/67-5-0) #5/(0) #5 NOMINAL WIDTH/HEIGHT OF I_iNiFL �- PLAIN OR SOLID LINTEL 18/16­­P-#U/#L1 No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 36„ (1) #S CONTINUOUS �8"X16" KNOCKOUT BLOCK -3000 PSI GROUT (PLACED IN FIELD) /-TOP BARS: / SEE SCHEDULE -(1) #5 CONTINUOUS 7/32" STIRRUPS AT 4'-0" cc ( IED OR WELDED) BOTTOM BARS SEE SCHEDULE (PRESTRESSED) (2) STRANDS 7/16"-- 7 WIRL SIRESS RELIEVED 270ksi PRE.STRFSSED CABLE 8/16-S-(1) #5/(1) #5 PRESTRESSED N.R- NOT RECOMMENDED 2) 277 T_T TABLE No. 2 TA@LE...N_Q 1 456 REINFORCING SCHEDULE & LOAD CAPACITIES e315 REINFORCING SCHEDULE & LOAD CAPACITIES NEINFORCING SCHEDULE & LOAD REINFORCING SCHEDULF 8c LOAD CAPACITIES 713 SAFE SAFE WORKING LOADS SAFE WORKING LOADS (PLF) CLEAR LINTEL TYPE LINTEL STEEL GRAVITY 8" X 16" COMPOSITE LINTELS 8" X 24" COMPOS11k L.INTFIS 8" x 8 IINILLS LINTEL CLEAR LINTEL TYPE LINTEL CLEAR LINTEL TYPE LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY (1151- (1)511 (9-51- WSW (1751- (2)511 BOTTOM BAR ROP BAR CAPACITY NO% (0)SU (1,05L (11511 IDSL (951) (I)SL (1)511 2.10' I'•6 PRECAST.... _.-!2)n.._.-.-_ . aLn ..--4145 1809 1809 8529 10090 3'•6' _ 11•1' -- PRECAST (2)7 (2)7 -_ 2415 - 3831 3631 4815 - 4815 _ 4'-0' 2'-8' PRECAST (2).2 (2)7 1183 1111 2111 3386 3386 4'-6' 3'-2' PRECAST (2)7 (2)7 1343 2165 2165 2608 2608 4'-8' 3'-4' PRECAST (2) 7 (2)7 1232 2017 2017 1421 2421 _ 5'4 4'•0' PRECAST (2).3 (2) 02 1006 1651 1651 1810 1881 5.10' 14' PRECAST (2)9 ,,. M-2 _ 860 1423 1423 1410 1609 6'-4' F-0' PRECAST -..,_ !2)-4 /217 5 4 - _ 1283 _ 1283 1216 _ 1405_ b•6' 5.2' PRECAST -_.,., - M-4_(2)7 ,_.,.--.140._ li0.__ (2)4 ,. 1232 2911 2911 _-, 2030 -5.4' PR-cCAbi (1)4_.. .. (1)n 687 --1232 1184- ,,.. 1184 -1145 1081 ._1348._,' 1795 ._ 6-T- PRECAST (2)4 (2)7 510_...._. 991_...__.__991 3130 825 1081__. T.S. 6' -a' -PRECAST /7)•4 (2)0J 551 999 959 184 -.. _ 141 B'-0' 6'-8' PRECAST !Z) 4 (2)n 518 _ 902_ 2055 0'-6' 984 B'-4' 1'-0' PRECAST (2)4 (7)7 468 .,. 881_ _._ .,.. _'s__2.. _ 851 .,.._..ip _ 648 921 9'•4' &.0' PRECAST 11)-4__. (2)02.-_. 416 126 126 499 190 10'•6' T -Y PRECAST _- _- _ . _- -, !2)-4_ _-_ _. -„- _ (217 ____ -, 354 .. 618 bib 380 613 ll', -.4'.-, 104', 634 __ (2) 5 (2) 03 315 561 567 311 601 12 0' -11121-61 10.8' -PRECAST PRECAST !2) 5 (2) 9 _ 292 515 525 211 561 486 111-21 PRECAST (2).5 (2)5 217 _ 498 498 251 517 13 4- _ 12'-0' PRECAST (2)5 (1-9 255 458 458 214 _l 442 _ _ 14 -0' 74 PRECAST (2).0 (2) 9 239 430 430- 190, 3% 14'-8' 13'4 PRESTRESSED !2)4 (2)7 N.R. _ 418 _ 416 -, 730 446 _ 15'-4' 144' PRESTRESSED (2)-4 (2) 7 N.R. 319 - -__ 319 _ _ 210-._ 401 1'-4' 16'-0' PRESTRESSED (2)'4 (2)n NR. 188 188 163 311 19'4' 18.0' PRESTRESSED (2)5 (2)-3 N.R. 124 224 131 254 20'-0' W -V PRESTRESSED - (2)5 (2)9 - NR. 101 201 122 231 21'-4' 2&-0' PREBTR ik-D (2)5 (2)-3 NR. Ill Ill 101 208 ZT-0' _-..,-,._.._..-_..,. 20'•5' PRESiFE86ED -_-.,.__.-__.__ !2)5 _.._-. (2)9 NRR _ .__ 164 164 100 195 24'•0' 22'-8' PRE6TREb5ED 11)5 ._.___,___._ (2)9 ._-_ N.R. 132 131 84 163 N.R- NOT RECOMMENDED -D_1- ri¢Dir¢DDCV f1/7 1 �[�-� I bD'J .. 1.. -___.PDD I IID I 4/D I 2) 277 T_T TABLE No. 2 Q A 456 REINFORCING SCHEDULE & LOAD CAPACITIES e315 REINFORCING SCHEDULE & LOAD CAPACITIES NEINFORCING SCHEDULE & LOAD CAPACITIES SCHEDULE & LOAD CAPACITIES 713 SAFE SAFE WORKING LOADS (PLP) WORKING LOADS (PLF) LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY 8" X 16" COMPOSITE LINTELS 8" X 24" COMPOS11k L.INTFIS CLEAR LINTEL LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN BOTTOM -'TOP - CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY BAR W70M BAR TOP BAR (0)5L (I)SU (1151- (1)511 (9-51- WSW (1751- (2)511 0U05L (U511 -6_ G T -772-_2 (2)n 10000 10000, )`�; _. 36'_. -2' PRECAST (2_).02_.__ (2) 7 5931 10000 10000 loo m4'-0' 4'.0- 2'-8' CAST (2) n (2) 7 4261 10000 8139 10000 11-11 3'-4. PRECAST_._ (1) 7 (1)loom_ 3211 9161 65W Imm 4 8 . -5 3-2' PRECAST .-(2)n.,._ (2)7 (2).2 7944 8414 6049 I -4' 4-0 PRECAST -- (Z) 9 - (2 _ 4623 -___„ 6431 ,-... _ ,_ 4471 1041 5-10' 4'.1- PRE CAST- (2).5 ( 3973 5015 3600 5430 6-4 - _5 0' PRECAST (1).4 (2) 7 4115 4115 1981 4411 6.6' F.2. _ PRECAST (2)-4_ _.,•(2)-7 3934 3934 281 451 6 -8' __ 5 4 - _ PfiECAST (2) -4 (2) 7 -- 3119 3119 1653 3919, 1--6' 61.2. _, . PRECAST (2)4 -(2)7_ ,- 2911 2911 _-, 2030 _ . - _ T-8' b4 CAST _ (1104 !7)Q TI% -_- -- 27% H32 2931 B'•0' 6 -B' PRECAST (2) 4 (2) -2 2581 3130 1154 2702 8'-4' T-0' PRECAST _. (2)04 .-_. _ 4 _.(2).-. 23.___. 96 23% 1600 2506- 9.4' 8'-0' PRECAST (114 (2) 7 1969 1969 1238 2055 0'-6' 9'-2' PRECAST (2) "4, (2) n - 1621 -. _., _.. 1621 _._ _ �._ 941 1695 PRE CAST 101-01 PRECAST _-_ _ (219 ..--71)'x:., ,.. - 1455 1455 l95 1504 -4'-.. _....... R 0' 10.8' PRECAST M15 (1)5 - 1335 1335- _ 691 1319 PRECAST II -2' PRECAST M -5 1661 01 1257 634 1198.,_ 13'-4' 11 -0' _ PRECAST (2) 5 (2)-13..-,_._ 1144 1144 546 _ 1129 14'-m' 12'-5' .._,_PRECAST_,-_,. _ (21..5_ ,. (1103 1101 11 486 1012 14'•8' 1 13.4' PRE6TRE6wD (77-4 e2) 07 1419_ 1419 481 1 901 - 15-4' 14-0' PRESTRESSED. ,(2)_04 _ O 1191 1291 411 1 623 - IT -4' Ib -0' PRESTRESSED 1 M-4 (2) 7 993 993 325 - 1 641 5'-4' S-0' . _PRE9iRE99ED_ ..(71.5 1103 186 185 260 513___ 201•0' I6'-8' STRESSED (2)5 (1l9 129 12 243 1 41 21'-4' 201•0' - _ PREBTfiE88ED. - /115 M-3653 21_-^ 40 27'-V' 1 70'4' 771•0' 10'•8' PRESTRESSED (1-5 .__(2)13 59.7__.. 501 200 1 354 24.0' 22'-S' 21'•8' (Z) 9 (�) 3 481 48l__- 161 _.__. _ 330___._. -D_1- ri¢Dir¢DDCV f1/7 1 �[�-� I bD'J .. 1.. -___.PDD I IID I 4/D I 2) 277 TABLE No, 6 TABLE N(.;3 Q A 456 REINFORCING SCHEDULE & LOAD CAPACITIES e315 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) REINFORCING SCHEDULE & LOAD CAPACIIIF.S SCHEDULE & LOAD CAPACITIES 713 SAFE WORKING LOADS (PILE) WORKING LOADS (PLF) LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY 8" X 20" COMPOSITE LINTELS 8" X 24" COMPOS11k L.INTFIS CLEAR LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN UPLIFT BOTTOM -'TOP - CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY BAR BAR m 51- nnu 01)51- (I)5u (95L (U5U (1151- (1)511 0U05L (U511 (I)'SL (U5U (1,05L (2)-5U 2 f0' _-1T-6 ( 10000.._ )`�; _. _10002-_: 36'_. _.-22 �PRECAST (2)7 (7)7 164-- 10000 0000 loom 4'.0- Z B PRECAST . _ (2J_7 - -.. _ () 7- . _ _(7) - 5503 '- 1000 1000 IOt90®_ . 4.6' 3.7' PRECABi (1) 7 n 4142 10000 8541 1000 4-8' 3' •4' PRECAST .-.'. ..-.__._...._ . ..._.._ (2) 7 _.. ..(�_.--...,.-. 21 n 3198 10000 1838 10000 5'-4- 4'-0' PRECAST (2) 9 (7).2 6239 _ 10000 - . -. 5138-.. __ ......_ 10000 1000 4_6'_ PRECAST (2) 9 (7).2 5016 -... _._ 9109 4661 _ 9244. 6'.4- 5__61 - , PRECAST (2) -4 7 6157 6152 _ 3861 _ _ 1142_„ - - 6'•b_,- ,_ 5 Y' _ _ RECAST P (2)-4 2)n _ 6250 6250 3645 6595 6' 8' 5 4'. .....PI�CA91 - _ 12104 _..._. _ (2 -- -5816_...__ _ 5816 3441 6124 l 6 602i T PRECAST (11 4 6 Z' 4 12 3 4 312 2636 4 509 T.D. 6'.4- PRECAST (2)'d 6-4` 4099 4099 _ 1508-�-_ 4287 -� 6024_ 8' PRECAST (2)'4 (2) 7 3130 3130 2218 3889 ----5361 _ _ PRECAST (2)14 (7)7 3420 3420 2018 3561 9'-4' 8'-2' _ PRECAST l.'<.. _._._ .,._._.111-7 2134 2134 161 2838 101-61 T.2. PRE CAST ry a - (z)n 2111 2211 1233 22 B9 ]1 '-4' 10 0' PRE CAST (Zl5 (7) 9 1954 -_-......1119 1954 Im31 1 009 12 ®' &-a- PRECAST (2).5 (2) .3 -Ills 1 B' ._.. 910_. -_ .. 1828 - -- 12 6 _ II Z PRECAST (7) 5 (2) 9 1661 1661 628 1101 - 13.4 17 0 - PRECAST (2) 5 M -3 1501 1501 113 1474 14'-0' 12.8 __ PRECAST _ . _ -4.0275 _ __ -12f3T- _-- 1399 1399 636 1323 14 8 13'-4' PRESTRESSED PRE RE66ED -- (2) 4 - O 1 n IB93 1893 581 II 1 3 15 4. 14 0' PRESTRESSED (2) -4 (Z) n 1124 _ 1124 536 1058 _ Il 4 _ 16 0'_. PRESTRESSED (2)'4 (1)7 1330 - �J330 411 (714 19.4 IB 0'(1 PRESTRE98ED (2l 5 -3 - - - _,. -1053 153 334 65 9 20.0' IB B' P1tEbTRE55ED 311 -- 5 919 919 312 615 11.4' 20.0' PRESTRESSED 1 (2) -- - 852 852 21_-^ 40 27'-V' 1 70'4' PRESTK08ED 1 (2) 5 M13 191 191 251 501 -D_1- ri¢Dir¢DDCV f1/7 1 �[�-� I bD'J .. 1.. -___.PDD I IID I 4/D I #5/(1) 2) 277 TABLE No, 6 FABLE Q A 456 REINFORCING SCHEDULE & LOAD CAPACITIES e315 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) REINFORCING REINFORCING SCHEDULE & LOAD CAPACITIES 713 SAFE WORKING LOADS SAFE WORKING LOADS (PLF) LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY 8 X 28" COMPOSITE LINTELS 8" X 24" COMPOS11k L.INTFIS CLEAR LINTEL CLEAR LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN 10000 CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (IML (2)5U BOTTOM BAR TOP BAR BOTTOM BAR TOP BAR (0)5L (115U 0U05L (U511 (I)'SL (U5U (1,05L (2)-5U 2 f0' _-1T-6 ( 10000.._ )`�; _. _10002-_: __ 0000 3 6 1 2 3`4;0-2__21 .... PRECAST._ (2)02 -�_ !2)7 9361 10000 ,1000010000 Y.2. 4AY _ 2'-6'PRECAST (2) -2 (2).2 (Z) -2 -_-_ 10000 10000 10000 0000. 4-6 3.2 -- _ PRECAST.. (2),2 !2)n _.6139._ 5014 _ __1000_0 _ 1000 _ 100019_._ 4--b- 3'-4' PRECAST -. (2).2 2) n - 4653 1000 %79 ,10000 _. 10000 5.4' _ _ 4.0' PRECAST (2) 5 (2).2 „ _ 1656 1000 1051 1000 5.10' 4'•6' CART (Z) 9 __ (Z) n, _ .-6131. .. 10000 5136 1000 , .5'0'__ PRECAST (2)-4 . (2)n .. -90'1 693 6'-6' 9450 1.4. 5'•1' PRECAST (21 04 , _ (2) 02 .... 8589 -10000 _. _ 10000 __._4154 4481 5 -4' _ 6-8' _14'- _5'-4' PRECAST !2) -4 (2) n 8114 9481 4231 _8913 8420-....-.. PRECAST 6 Z' T PRECAST e (2) 4 , (2) R.- 6235 416 3142 6411 1 5.'..., 6-4` PRECAST (21-4 (1)7 _ 5935- 6024_ 3085 _ 6163--- B •m' 6.8' PRECAST _..._ (2)-4. ___ _ !2)7 _.-- 5361 ----5361 2803 5593 ..8'-4'„-.. l'-0' PRECAST (2)-4 (2)n 4831 4831 2551 .._ _ 5m30 9 4B-0'_„_ (2) 04 PRECAST (2)-4 -.....__-.__. (2) -2 3176 _ 3126__- 1982a 91•2' 10 6 9 T C ART !2) -4 ( ) n _Z 19311931 .. 3663 - 1520 3075 II 4 10 0' ,. PRECAST_-__ - (2) 5 l7) 9 2553 3098_ 1219_ 2604 0 1 B' PRE'C,AST (2) 5 _ _ _ _ {1)1j, 2305 _2953 2305-1123 842 2291 6 11 2 PRECAST (2) 5 (Z) 5 2141 7141 1022 2099 13.4' 11'-0' PRECAST (2)5 (7)9._,-„....�... _.-H26�.. ..1926...... BBI 1871 14' 0 1 B _....__,-BT PRECAST (Z) 5 l2) 9 11 Ilia -- l 118 18 7 1635 14'.8' 64' BRED (V!4 2811 - 1349 7345 _ 693 -� - 1283 15 4-__ 14 0 PRESTRESSED (2) 4 (2) n 2136 7136 5% II19 -- IT -4' - 6 0 FRE81RE9BED (714 _- (2).2 1650 1650 464 918 1 -4' 9 1B 0 PRESTRESSED (215 (2) 91310- _1 - _ 3 0 - 311 -- 135 20.0'_ IBB _ PFESTFE86ED (2) 5 (2) 9 1219__ 1219, 341 ....-.304_..-- 686 21.4' 20'-0' PRESTRESSED (2)5 -----___.- (1)9� 1062 1062 22'-0'20-8' 601_-.__ 72 -0__ 20-8' ,PR£9TR'cSSED (2)5 (2)5 1 99.4_. ,.__679 21'•8' Z4 -0' 11'•8' F'RE6TRESBED - _(2) 5 __ (2) 9 024 521 #5/(1) 2) 277 TABLE No, 6 TABLE No 5 -- 456 REINFORCING SCHEDULE & LOAD CAPACITIES e315 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) REINFORCING SCHEDULE & LOAD CAPACITIES (2)-4 SAFE WORKING LOADS (PLF) 713 SAFE WORKING LOADS (PLF) UPLIFT .ENGTH SPAN GRAVITY CAPACITY LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY 8 X 28" COMPOSITE LINTELS LENGTH SPAN CLEAR LINTEL CLEAR ----- LINTEL TYPE ----- - ---- LINTEL - ----- STEEL GRAVITY GRAVITY UPLIFT --- UPLIFT LENGTH SPAN PRECAIST .. . 777 (27 7 10000 10000 CAPACITY CAPACITY CAPACITY CAPACITY (2Jn i2)� ___.._.,.._._._100700 10000 (IML (2)5U BOTTOM BAR TOP BAR (0)5L Or% (015L (U5U (U5L ()51.1 (1151L (2)5U .._.d4f3 -,. - ----4413_.-.--.. 3,b, -._.7.i. 2 ( 10000.._ (2).14_-...__- -_1513 ....1865.... .___.1865. .,.._..2480...._.......7480_ 3 6 1 2 PRECAST (2) 7 (1) 10000 10000 10000 10000 4'•6' Y.2. PRECAST (2)7 (2) -2 _ _1916 - 1488 . 10000 10000 4 6'- Y-2' CAST (2)n (2)-2 _ _ 1 6001 .10000 1290010000 5'-4'4 _ 10000 - - (2) n b59__- 930 (2)7 (2)7 5509 10900 10000 10000 5 4 4'-0' ,PRECAST PRECAST (2) 9 (2) -2 _.- ..-. 9011 Cow 830 - ----00Zt9--' „_ 5 10' 4 6 PRECAST (2) 9 (2).2 _.__ 1381 10000 6806 10000 6'-4' 51•0' _ • PRECAST _ (21-4 (1)n I (1)-4 (1)n 458 693 693 6'-6' 5'-7' PRECAST (2) -4 (2) 7 ,T_.. 100010 ..__.-10wo._-.-._.,__..5641 10000 _ 5318 `._10000_- Vow b'-6' 5 -4' PRECAST !2) -4 (2) 7 %36 10000 5011 10000 1 6' 11.2. PRECAST (2) 4 (2).2 1408....-„ 9961 3848 1'•4' 1 5' 6'-4-'_ PRECAST 1 (2) 04 (2) -2 1054 .. 9168 _ 3662 1326 PRECAST 61•8' PRECAST (2)-4 (2)n 64M 1891 3328 6661 V-4'1'•0' (1)7 245_ all --IB PRECAST (2)-4 (2) -2 5864 6933 1 3031 6091 -._9'-4' V-0' PRECAST_-_ (2) 04 (2) n 4561 $066 1355 4145...__.-. 10'-6' 91•2' PRECAST -' ---- ,--- !2104 (2) -2 3526 3844 1801 .. 3663 - 11'-4' 11 PRECAST (2) 5 (2)03 3290 32W 1521 3098_ I2'-0' IV' -8' PRECAST (2).5 (2) 9 2938 1938 1336 7133 842 II' -7° PRECAST (2).5 (2)5 7118 2118 1211 _I7'-6' 13'-4' 1T -m' PRECAST-- (2),-5- (2)5-, 2416 149 ---2168 PRECAST (2)-5 _.._.(2-.3 _ _ ,-.2416- 2�Ib 2216 931 1941 14'4 11 1 PRESTRESSED.-_. ,_.._..(2)-4 _--.. __.. .-12L7____ 1811 2811 126 1431 15'-4' ,14',0' PRESTRESSED (2)-4 (2)n 2616---- 2616 663 1312 PRESTRESSED (2)-4 277 _ 2073 2023 516 1022 19 4' 16 0' PRE5TRE5SED_ (2) 5 (2) -3 1601 1607 413 BIB _ _ _- _ _ _ . , -__ 1496- _ ,_. 14% -._ 385 163 21.4' 20.0 PRESTRESSED (2)5 (2)5--- 1305_. _ _141!_._ ...,_..--3,'2.4 _..,.. b69_... _. 22'-0'20-8' PR8TR8SEQ -(2)5 (2) ____....._..1222_ _._� 1222--311 ,.__679 21'•8' PREBTRELL56ED (2) S !2) 9 114 1014 766 521 #5/(1) 2) 277 TABLE No, 6 TABLE NO. 7 -- 456 REINFORCING SCHEDULE & LOAD CAPACITIES e315 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) REINFORCING SCHEDULE & LOAD CAPACITIES SCHEDULE & LOAD CAPACITIES (2)-4 SAFE WORKING LOADS (PLF) 713 SAFE WORKING I GADS (PLF) GRAVITY' 8" X 32" COMPOSITE I.-INiELS UPLIFT .ENGTH SPAN GRAVITY CAPACITY LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN CLEAR ----- CAPACITY CAPACITY CAPACITY CAPACITY - UPLIFT UPLIFT LENGTH BOTTOM BARR�j TOP BAR (m)SL (U513 0951- 0511 (1J5L (1150 01)51- (2,511 CAPACITY -6' PRECAIST .. . 777 (27 7 10000 10000 CAPACITY CAPACITY 1-1' PRECAST (2Jn i2)� ___.._.,.._._._100700 10000 (IML (2)5U #5/(1) 2) 277 598 TABLE NO. 7 1 456 REINFORCING SCHEDULE & LOAD CAPACITIES e315 SAFE WORKING LOADS (PLF) REINFORCING SCHEDULE & LOAD CAPACITIES SCHEDULE & LOAD CAPACITIES (2)-4 8" X 6" RECESS DOOR HEADER 713 SAFE WORKING I GADS (PLF) GRAVITY' UPLIFT UPLIFT .ENGTH SPAN GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY 8" X 6" LINTELS (951-(951-M51.1 (1751- (9 5U (P SL (2150 LINTEL CLEAR LINTEL TYPE T LINTEL STEEL PLAN GRAVITY GRAVITY - UPLIFT UPLIFT LENGTH SPANGRAVITY UPLIFT LENGTH CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR CAPACITY (0)SL (05U (PSL 0511 (I)5L (P5U (IML (2)5U -74- -6CAST ---..... -(2) n-'- .... ..-..-..__ 3 ..,_.__514)_--__ `.5141......- .._.d4f3 -,. - ----4413_.-.--.. 3,b, -._.7.i. .. ....PRECAST _. _---_.021-7.---_-. (2).14_-...__- -_1513 ....1865.... .___.1865. .,.._..2480...._.......7480_ (2).2 ....._. __.. fel ._.__. 5115 4'•0' T•8' PRECAST (1) (2)7 1131 1475 -1151 1425 --� 1863 1863_ - 4'•6' Y.2. PRECAST (2)7 - ( 619 �115I - 1488 . - 1489 4'4 V-4' PRECAST (1) 7 (2) n 806 1061 181 13% 13% 5'-4'4 0', PRECAST (2) 03 (2) n b59__- 930 930 1114 1114 5'-1' 4•b' MCAST___ (1)•3 _,..__. _ _..._.(2)n5i _ 809 - WS '+..._...___.966 ... 6'-4'5'•0' _ PRECAST_-, {j1'4 (2) -2 494 141 141 115 852 61•6' 5'-2' PRECAST (2)-4 _ l21 �'- 416 119 119 130 820 b'•8' V-4' PRECAST (1)-4 (1)n 458 693 693 688 190 1-6' 6'-Y PRECAST O+4 (2)7 381 586 586 525 661 __._ 11.11 .....-...... 4',. ._PREC46T "` (2)14. ___-. _._-..-__ --- (1)7 315----.._^. 0.N.S.......-.__. - - - --353 5b8 499 647 6.0' 6 B' PRECAST 8'-1' ((2) 7 536 536 452 609 1'•4' 1'•0' PRECAST - O4 2) 02 334 501 501 411 516 _ 9 4' 8'•0' PRECAST 2) 4 2) 7 286 435 435 316 494 -'-` 1-6'9 2 PRE_ CART _ - ( ) •4 (1)7 245_ all --IB 312 239 423 11'-4' 0 0 T PRECAST _ _ _ _ - 2) 5 --_ !Z) 9 2 345 _-- 345 199 338 -715 -- 12 0' 1 B PRECAST (1) (219 207-- 282 282 - - 13 (2)9 041 _._ 12 6' II 2 PRECAST (2) 190 PRECAST _ "151 -.(jj !3- 988-.-_ 13 4 12 0 PRECAST _ (J 5 - _243143 (2) 9 151 191 -192 - 130 ,-,238_- lw 14 0'T-0. 465 CAST (1)5 -_126_ 160 161 109 151 #5/(1) 2) 277 598 (2) -4 1 456 REINFORCING SCHEDULE & LOAD CAPACITIES e315 SAFE WORKING LOADS (PLF) REINFORCING SCHEDULE & LOAD CAPACITIES (2)-4 8" X 6" RECESS DOOR HEADER 713 LINTEL CLEAR LINTEL TYPE LINTEL STEEL UNFILLED GRAVITY GRAVITY' UPLIFT UPLIFT .ENGTH SPAN GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR CAPACITY (05L (m)5U (951-(951-M51.1 (1751- (9 5U (P SL (2150 r r eECA6T _: _car - -Mwr- _ -? - W9i, .- 67 ;_ 164r- LINTEL CLEAR 8/20-S-(1) #5/(1) #5 8/24-S-(1 --#-5/ 5 214 2) 277 598 (2) -4 1 456 (2) -4 e315 REINFORCING SCHLDULE & LOAD CAPACITIES REINFORCING SCHEDULE & LOAD CAPACITIES (2)-4 71719- 713 8/20-S-(1) #5/(1) #5 8/24-S-(1 --#-5/ 5 214 #5/(1) #5 8/14-S-(1) #5/(1) #5 Q� � 5 1 5 8Z28 -S-(1) #5/(1) !#5 A R C H I T E C TS LONGWOOD, FL 32750 v PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 0 6/12/1 C9 TABLE No. 10 1/4"=f-0" 7A.0 LE -N o. 8 1 OT{9 REINFORCING SCHLDULE & LOAD CAPACITIES REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) SAFE WORKING LOADS (PI_F) LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT 8" X 14" COMPOSITE LINTELS SPAY --"-"-'-----'---- - CAPACITY CAPACITY CAPACITY LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN _- --"` `-"- `- -- CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR (0'5L (U5U 0,051- (1)511 (PSL (051.1 M5L (2TSU T-10'(7) �(�1 )3.._... 0000 100'00 ---f0 3'-6' _ 2':2' _ PRECAST (2).2 ....._. __.. fel ._.__. 5115 10000 1000 4'-0'. 21-8' PRECAST (2)-2,,.-_._ (2)7 3651 10000 _.10000._ 10000 4'•6' 3'4' PRECAST (2)n (2)n 2141_ .- 1021 _.._1440 5612 8228 4'•8' 3'-4',__„__PRECAST (2)n (2)R MIS_, _ 5150 1216 4'-0' PRECAST (2) 03 (2)-4 _ 4111 4417 1 3165 4830 W-10' 1 4'-6' 1 PRECAST . _ _. (2)5 (2)7 3344 356430.5 _ 3865 6'-4' V-0' I PRECAST (2) 4 (2).2 3038 31038 -2539 3219 6.6' 5-2'_- _. .. PRECAST ,...-.. - (2)-4 1881 ...- 2861 2393 3048 b'8' ..., 5'-4T PRECAST (1) 4 ... 2138 2136 2255 2895., PRECAST _--..._ _„(2)!4 (2).2 2193 1129 .-�_�... �_- 2309 1'-8' 6'•4' PRECAST _ _ (1) 4_ -- -_ 2108 - 2108 1645 219 8'-1' I.-,. _.._PRECAST M-4 _._ 1951 1951 494 2058 1.0' PRECAST (1)!4. -.__... 1825 1875 1363 1918' V.0' _. PR€CA9T M-4 (2)7 1511_ 1511 1054 1591 10'76' _ V-1' PRECAST (1)-4 C2)_7 1265 1265 601 1324_ II 4' 101-01118_ PRECAST _ (2)5.,,.-,-,- 1138 1138 618 ^ .'.. 1 170' 108' ----.-PRECAST [1)5 (2)9 041 _._ 1041. 1081 12 6'- 11'-2' PRECAST (2) 05 -.(jj !3- 988-.-_ 988 .._.- _ _..594.._-. 541 1025 13 4' 11 -0' 1 PRECAST MS (2) 9 902 902 465 4-0'_.._12'-8' 1 PRECAST -, M-5 ._ (7)?__.._ 842 842 414 - .888�J- #5/(1) #5 8/14-S-(1) #5/(1) #5 Q� � 5 1 5 8Z28 -S-(1) #5/(1) !#5 A R C H I T E C TS LONGWOOD, FL 32750 v PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 0 6/12/1 C9 TABLE No. 10 1/4"=f-0" SHEET 15C 1 OT{9 REINFORCING SCHLDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT -ENGTH SPAY --"-"-'-----'---- - CAPACITY CAPACITY CAPACITY CAPACITY 4 11-4V BOTTOM BAR TCP BAR (V)5L (1)511 ( )5L 00% (951- WSU (1J5L M511 _ -8 -a C T (2) #2 ��,_ ,.,-, __ 4520 10000 9198 _- (2) n 3651 10000_ _.. _.. ,._ 1440 10m00� #5/(1) #5 8/14-S-(1) #5/(1) #5 Q� � 5 1 5 8Z28 -S-(1) #5/(1) !#5 A R C H I T E C TS LONGWOOD, FL 32750 v PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 0 6/12/1 C9 S C AL 1: 1/4"=f-0" SHEET 15C 1 OT{9 4 11-4V W Q a A Cl) ♦h h to i. 00 m SLTT3DTV. & -LOT: KENSINGR(,ON RESERVE (1,OT#120) MODEL: LARGO (VERSION#01) PRO<JECT#: 02997.000/12OR1_ P ACs E: _!INTI I1 P I -_A N (LO TT'S) ARCHITECT: .49 121 2018 AR_ NO 93723 C11" DATE: 6/12/1 C9 S C AL 1: 1/4"=f-0" SHEET 15C 1 OT{9 A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.corn AA #: 0003325 Q) /_ 14EET 5�C) F, W Q q q •- c� cn rh i•- R? m �o S UF3-,D-1. V. &, LO `r: 1'' N I NCT'1? � H Ell' '' .L R, \/ LE (LO'I'# 12 0) [ARG 0 V''RS10N;q, 01) 0299 7. 000/" 20 H1 P A C_T E; LIN"'_iA'L P1 --,AN S gip'- r R T E) ARCHITECT: STATE OF FLORIDA I""a 1 RIO A. A OUCHACRA LIN NO 93723 DATE: /_ 14EET 5�C) F, A PDR V-4' CLG. FOYER V-4' CLG. ENTRY L-2 9'-4' CLCs. I LINTEL PLAN SCALE: 1/4 a 1'-0' ELEVATION 'A' GREAT ROOM 9'-4' CLG. `PANTRY (o o I X HITCHEN 4 c A III MUD ROOM _ I I O_O 2 CAR GARAGE 9'-4' CLC. 16'-0' X 1'-0' OHW L-1 REINFORCING SCHEDULE & LOAD CAPACITIES LINTEL NO. SAFE WORKING LOADS (PLF) 8' X 32" COMPOSITE LINTELS TYPE: V-4' 5RG. NT. LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN L -2A WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U(1 CAPACITY 4'-8' 8/164- ILIAO L (0)#5L (1)#5U L -3A (0)#5L(1)#5U (1)#5L(1)#SU )#SL(2)#5U L-35 I 4'-6' 8A(P-6-MUROt (1)#5L (1)#5 DETAIL'U' DETAIL'V' , DETAIL'W' 10'-6" L-5 1'-8' SA(P-841)JAUL DETAIL *H' ((,)#5U DETAIL U' & A& DETAIL H' ' &''J' ' 2'-10"_ PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 V-6" 10000 10000 ._ a-6" Z-2" PRECAST (2) D4.5 WIRE (2) No. 3 2'-2" 10000_ ,. 10000 10000 4'-0" _ 2'-8" _ PRECAST (2) D4.5 WIRE j21_No. 3 _10000 10000._ 10000 _ 10000 ._ 10000 _ 10000 __. 10000 4'4' 3'-2" PRECAST (2) D4.5 WIRE 2 No. _ 10000__- 10000__, (2) No. 3 3'-4" PRECAST _3 (2)'D4.5 WIRE 2 No. 3 9576 10000 10000 _ - -- 10000 _ 4-0" PRECAST - (2) D4.5 WIRE (2J No.3 (2) D4.5 WIRE 2 No. 3 7009 10000_ _ 10000 10000 10000 ._ 5'-4" 5-10" 4'-6" PRECAST 5700_ 10000 10000 6-6" 5-2" `PRECAST 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 10000__ 7'-8" 64" PRECAST (2) D4.5 WIRE (2) No. 4 _ 5473 ____9564 6402 _ _ . _ 10000 8'4" 6-8" (2) No. 3 (-2) D4.5 WIRE L2)_No_-4 4978 8706 _ __.-. 5824 10000 8' -4" 7-0" _PRECAST PRECAST (2) D4.5 WIRE 2 No. 4 4546 _ 7957 5320 _ 10000 _ .._ . -.. 9'-4" 8'-0" ----------- PRECAST (2) D4.5 WIRE 2 No. 4 3536 6205 4141 7410 10'-6" 9'-2" D4.5 WIRE 2� No. 4 272-5--- 3194 --5322--- 532211'4 11'4' 10'-0" _PRECAST PRECAST _._(2) (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 ._ 134" 12'-0" PRECAST (2) No. 3 -�2J No. 5 _ 2535 2961 _ 1884 137 _ 31-317--- 14'-0' 14'-0" 12'-8 PRECAST (2) No. 3 2 No. 5 2278 __.2698 1691 2856 14'-8" 13'-4" PRESTRESSED _ _ (2) No. 3 (2) /16 strand + 3326 3326 1829 2919 .-,___..__ (2) D4.5 WIRE (2) No. 4 542 2 (2) No. 669 462 261 8'-4" 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 3031 3031 1666 2702 1 6455 5637 5637 4401 2 No.4 2'-4" 396 489 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2346 2346 1290 2210 (2) D4.5 WIRE (2) No. 3 2654 2 No.4 3965 3965 4'4" 3'-0" 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1865 1865 1029 1869 3607 4'-8" 3'4" 3'-0" 2 No.5 (2) D4.5 WIRE (2) No.3 1966 20'-0" 16-8" PRESTRESSED (2) No. 3 2 7/16 strand + 1737 1737 959 1778 (2) No. 3 1193 2290 2 No.5 2085 6'-8" 5'-4" 5'-0" 21'-4" 20'-0' PRESTRESSED (2) No. 3 (2) 7/16 strand 1516 1516 839 1620 7'-8" 6'-4" 6'-0" PRECAST 2 No.5 (2) No. 4 1409 1409 [22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1420 1420 787 1551 1000 1000 686 2 No.5 12) 7/) b strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 1250 1250 658 1300 QUALITY PRECAST COMPANY 17!S'STRONG' ON SERVICE POBox 11 .. - Brandon, FLorlda 33509-0011 LINTEL NO. LENGTH TYPE: V-4' 5RG. NT. COMMENTS L - I ll' -4' 8/36-8-UU/0 L MSTRE88ED L-2 4'-6' 8/144- ILIKO L RECESSED L -2A V-4' 8/164400L WIRE / BAR L-3 4'-8' 8/164- ILIAO L (0)#5L (1)#5U L -3A 4'-6' 8/16-8-UUROt 6'-8" L-35 I 4'-6' 8A(P-6-MUROt (1)#5L (1)#5 L-4 i'-6' 8/16-S-UUKUL 10'-6" L-5 1'-8' SA(P-841)JAUL DETAIL *H' EXTERIOR MASONRY WALL 5%. WE IG14TS V-4' BRG. LOAD 5%. WALL l NON-5RG. WALL REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT CAPACITY UPLIFT LENGTH SPAN 5-2" WIRE / BAR BOTTOM BAR CAPACITY CAPACITY (0)#5L (1)#5U CAPACITY PRECAST 8'-0" 6'-8" PRECAST 84" (0)#5L (1)#5 (1)#5L (1)#5 (1 L (1)#5L (2)#5U PRECAST 10'-6" 9'-2" PRECAST 11 4" DETAIL *H' DETAIL'J' A& DETAIL H' ' &''J' ' DETAIL V 11'-2" 12'-0" 1'-6" 13'-4" _ (2 D4.SWIRE 2 No. 3 - 10000_ 1 1 10000 3'-6" 2'-2" _._PRECAST PRECAST _ (2) D4.5 WIRE (2) No. 3 _ _ .10000 10000 _100001 10000 4'4" - 7-9' PRECAST - 4' 6" 3'-2" PRECAST 3'4" PRECAST 54" 4'-0" PRECAST 5'-10" 4'-6" PRECAST 6'-6" 5-2" _ PRECAST 1354 6-2" PRECAST 7'-8" 64" PRECAST 8'-0" 6'-8" PRECAST 84" 7'-0" PRECAST 9'-4" 8'-0" PRECAST 10'-6" 9'-2" PRECAST 11 4" 16-0" 10-8" PRECAST_ 12'-0" 12'-6" PRECAST _ 11'-2" 12'-0" PRECAST 13'-4" PRECAST 14'-0" 12 8" PRECAST 14'-8" 134" _. PRESTRESSED 154" 14'-0" PRESTRESSED 17'-4" 16-0" PRESTRESSED 19'-4" 18'-0" PRESTRESSED -t 20'-0" 18'-8" PRESTRESSED 21 4" 20'-0" PRESTRESSED 22-0" 20'-8" PRESTRESSED 24'-0" 22'-8" PRESTRESSED 14 4 2) D4.5 WIRE 2 No. 4 2625 2)2) D45 WIRE- (2) No. 4 Y_ 2153 2) D4.5 WIRE 2 No. 4 1777 (2) No.3 -(2) No. 5 _. 1568 -- (2) No. 3 _ _.. ..__ (2) No. 5 - _ ._ _ _ 1439 (2) No. 5 (2) No. 3 1354 (2) No.3 j2 No. 5 _ 1232 (2) No.3 _(2) No. S _ 1149 (2) No. 3 (2) 7/16 strand + 1419 LINTEL TYPE (2) No. 4 GRAVITY (2) No. 3 (2) 7/16 strand + 1291 PLAIN (21 No. 4 - (2) No. 3 (2) 7/16 strand + 993 DETAIL'DB' 2 No.4 DETAIL'DB' (2) No. 3 (2) 7/16 strand + 1035 3'-8" ____ 2 No.5 2-0" (2) No. 3 (2) 7/16 strand + 961 1790 1410._-- 2 No.5 2'4" _ (2) No. 3 (2) 7/16 strand 834 _ 2 No. S 2143 (2) No. 3 (2) 7/16 strand + 720 2'-4' 2 No.5 (2) D4.5 WIRE (2) No. 3 7116 strand + (2) No. 3 121 No. 5 642 10000 10000 10000 6687 5211 4350 3206 3071 __2831- 2_625_ 2153 1777 1568 1419 1291 993 1035 961 834 720 642 291 1881 _ 1448 1222 12139_ 1766 1568 143.9_ 1075 _ 981 1354 849 1232 1149 760 850 1347 1270 775 600 478 _ 1084 936 446 872 390 763 366 716 306 599 TOTAL ENGTH - GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" LATERAL RECESS SAFE DOOR LOADS - LINTEL STEEL BOTTOM BAR (PLF) HEADER LATERAL SAFE --- PLAIN DETAIL DA' 3'-8*' 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-0" 2'4" 74" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-2" 2'-10" 2'-6" 8"x8" RECESS LINTEL STEEL BOTTOM BAR DOOR HEADER 10000 10000 LOAD CLEAR SPAN DOOR SIZE ------- LINTEL TYPE --- PRECAST LINTEL STEEL TOP WIRE / BAR --- -- LOAD TOTAL LENGTH CLEAR SPAN DOOR SIZE 2'-0" LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR GRAVITY SAFE LOAD (2) D4.5 WIRE UPLIFT SAFE PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5,(1 U L SOLID #5 (2) U (1) L SOLID DETAIL'DB' DETAIL DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &1'DC' DETAIL DD' 3'-8" ____ 74" 2'-8" 2-0" (2) D4.5 WIRE (2) No.3 1640 1790 1410._-- 3'-8" 2'4" PRECAST - (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-4' PRECAST __ (2) D4.5 WIRE (2) No. 3 13M 1259 4'-0" 4'-2" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1668 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1259 2' 10' 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1376 1376 4'4. 4'-8" 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 3'-4" 3'-0" _ PRECAST (2) D4.5 WIRE (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) No.3 (2) No. 4 559 606 559 1097 863 _ 5'_8" 4'-4" 4'4" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'-8" 7'-8" 9'-8" 5'-4" 6'-4" 5'-0" PRECAST (2) 04.5 WIRE 6'-8" 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 537 6'-0" PRECAST (2) D4.5 WIRE (2) No.498 `--` 7'-8" 6 4' __.___ 6' 0" PRECAST .-,___..__ (2) D4.5 WIRE (2) No. 4 542 669 669 462 261 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) (2) D4.5 WIRE 510 3764 1 6455 5637 5637 4401 4'-0" 2'4" 2'-4" 396 489 489 393 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTEL CAVITY (8xl 6-P-1 L/1 U1 NOMINAL WIDTH __ QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2' 2tl (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc n (TIED OR WELDED) Ln v - BOTTOM BARS SEE SCHEDULE 1 2 2 NOTES: OOII'� 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. 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 w - -7/32" STIRRUPS AT 4'-0" cc aim (TIED OR WELDED) --'--BOTTOM BARS �iai _" ` SEE SCHEDULE M ni M2 �, 7R NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. 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 (2) D4.5 WIRE (2) No.4 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD _ LENGTH SPAN SIZE WIRE / BAR BOTTOM BAR SOLID SOLID SOLID SOLID #5(1)U(0)L #5(1)U(1)L *5(1)U5 1 U#51 (1)LL #5(2)U(1)L # DETAIL'DU' DETAIL'DV' DETAIL'DU' &'DV DETAIL'DW' 3'-8*' 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-0" 2'4" 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" 3'4" 2'-8" PRECAST PRECAST (2) D4.5 WIRE (2) No. 3 8654 10000 10000 10000 4'-8" 3'-0" (2) D4.5 WIRE (2) No. 3 7102 10000 9975 10000 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4336 10000 6110 10000 5-8" 6'-8" 5'-4" 5'-0" 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"x16" RECESS DOOR HEADER TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD ..___..-- WIRE/ BAR LENGTH SPAN SIZE BOTTOM BAR SOLID SOLIDSOLID SOLID #5(1)U(0)L #5(1)U(1)L #5(1)U(0)L #5(2)U(1)L #5 1 U 1 L_ _ _ DETAIL'DH' DETAIL'DJ' 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 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'-2" 2'-10" 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-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 7'4" 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 CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID SOLID SOLID LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR PLAIN #5 (1) U (0) L #5 (1) U (0) L #5 (2) U (1) #5 1 U 1 L DETAIL DE DETAIL'DF' DETAIL'DE' & DF' DETAIL'DG' 3'-8" 2'4" 2-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 1 6455 5637 5637 4401 4'-0" 2'4" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4'-2" 2'-10" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'4" 3'-0" 2'-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 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (21 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 T S 1441 N. KUNALU KtACiAN 11:311 -VL). LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 O t C S UBDIV. 8e KENSINGTON R1_SERVE (I,OT#120) MODEL": % LARG'0 (VERSION#01) PROJECT#: - 02997.000/1.20RI PAGE: LINTIF"LJ PLAN (Q U ALITY PRECAS'1) DA'L'E: 6/12/13 SCALE. 1/4''=1,-0" S H E L:'T 5 E ON HEAVER SPAN CHART, l�I� ar�Fr2 ATPS PF= R C_ -44R7. U.N.O.) SINGLE 5TOfR7` APPLICATION 51ZE DBL 2 x ro DBL 2 x 5 DBL 2 x ID DBL 2 x 12 CONNECTOR SCHJ4 J `lJLE CONTROL DATE: 01-01-15 TUUO STORY APPLICATION DOWN ST,41R5 SIMPSON CLEAR SPAN USP AND UP NUMBER OF HEADER 5TUD5 O DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META -I6 1450 NTA 16-18 t400 (1) 10d x 1 1/2' I -PLY, (6) 166 2 -PLY, (USP (10) 10d X 1 1/2' - NO I( d OPTION) 1985 (2) META -16 1900 ,.-...--_ l2) NTA 16-18 2800 3 (10) 106 x 1 1/2' I -PLY, (USP (10) IOd x 1 1/2') (14) I6d 2 -1 -LY (USP: NO I6d OPTION) (9) 10d x 1 1/2' I -PLY, (8) 16d 2 -PLY USP: (10) l0d x 1 1/2', NO 166 OPTION (9) 10d x 1 1/2' I -PLY, (8) I6d 2 -PLY USP (10) 1Od x 1 1/2', NO Ibd OPTION HETA-I6 1810 HTA 16 1615 J LL HETA-20 1810 HTA 20 1615 II II II 2035 (2) HETA-20 2500 ..--.- (2) PTA -20 31-10_..-._- (10) 106 x 1 1/2' 1 -PLY USP (10) 10d x 1 1/2' (12) 166 2 -PLY (USP NO 16d OPTION) (1) - 1/4' x 2 1/4' TITEN, 2 PLY (USP, BILK (5) 1/4' WE, WOOD (16) 100 LGT-2 2150 LUGT-2 1915_ 0 DETAL-20 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 (18) - 1001 x 1 1/2, 1 PLY (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. IY EMBED), (22) 1001 TO WOOD (USP: (28) 106 TO WOOD) MGT + 3965 MUGT 4000 . l.. HGT-2 10980 HUGT-2 9365 (2) 3/4' A.T,R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED). (16) 1Od TO WOOD (USP: WOOD (8) 1001) (2) 3/4 A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 1001 TO WOOD (USP: WOOD (8) IOd) HGT-3 + 10530 14UGT-3 9365 II I I I I I I LGT3-SDS25 LTA2 3255 LUGT-3 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA WALL 5330 (12) SDS 1/4'x2 1/2' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) WS25) 1555 (10) 1001 x 1-1/2' (USP: (10) 1Od x 1 1/2' (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (Ifo) -SDS I/4'X3' TO WOOD (2) 5/8' A.T.R. IN NIGH STRENGTH EPDXY CMIN. 12 EMBED), (32) -SDS 1/4'X3' / 2 PLY VGT 4940 NO USP CONVERSION FOR SIMPSON vGT e2) VGT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) POST W/ (2) MTS -12 I I MTS -12 H7S-16 HTS -20 1000 1150 1450 MTW 12 HTW I6 HTW 20 1595 (14) 10d x 1 1/2' CUSP: (14) IOd x 1 1/2', (14) 106) 1660 (16) loci x 1 1/2' (USP: CI( ) 10d x 1 1/2', (16) 10d) 2045 (24) IOd x 1 I/2' (USP (24) 10d x 11/2', (20) 10d) HTS -24 1450 HTW 24 2045 (24) IOd x 1 I/2' CUSP: (24) I0d x 1 1/21, (20) I0d) (10) loci USP (10) lod LSTA-12 - 925 LSTA 12 910 V) L5TA-18 - 1235 LSTA 18 1360 (I4) loci USP: (14) 1001 (14) 106 USP: (14) I0d (18) 106 USP: (18) 1001 MSTA-18 ++ 1315 MSTA-I8 MSTA-24 1640 MSTA-24 1315 1150 MSTA-30 ++ 2050 MSTA-30 2140 (22) loci USPI (22) 106 _11_ _11._ _1L_ JL-Jj MSTA-36 ++ 2050 MSTA-36 2525 (2(.)IOd USP (26)106 (36) 10d x 11/2' USP (36) 10d x 1 1/2' M5TI-36 3800 KSTI 236 3090 M5TI-45 5065 KTSI. 248 4250 (48) 106 x 1 1/2' USP C48) 1001 x I I/2' H6 9P4 A34 950 885 395 LFTA 6 SPT 4 MP 34 1595 (8) 8d TO PLATES, (8) 86 TO STUDS CUSP: CI() 8d x 1 1/2', (16) 8d) (6) 10d x 1 1/1' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS 945 410 (4) 801 x 1 1/2' TO BEAM, (4) 66 x 1 1/2' TO POST USP: (4) 8d x 11/2' TO BEAM, (4) 801 x 1 1/2' TO POST. (12) 10d x 1 1/2' USP: (10) IOd x 1 1/2' TO TRUSS, (10) 10d X 1 1/2' TO PLATE HCP2 645 HHCP 2 10-10 HIDA 1340 RT 16A 2180 (IS) 10d x 1 1/2' USP: (9) 10d x 11/2' TO TRUSS, (5) 10d X,1 1/2' TO PLATE VGT t HDU4 4565 PND 4A 4535 (I6) -SDS 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 VGT t 1-10-15 4940 TDX 10 5110 Cl6)-SDS 1/4'K3' TO WOOD, (3)-3/4STUD BOLTS W/ THREADED ROD, C2) NUT6/WA8HER/2PLY USP: 1/8' ATR MIN. -1' EMBED SET IN 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. 1' EMBED.) IN CONIC, (it) Ibd TO WOOD USP: SAME AS SIMP50N _ _ _ _ ABU 66 2300 12000 PAU 66 2535 13815 (1) 5/8 ATR IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC, (12)1(.d TO WOOD USP: SAME AS SIMPSON N _— LTTi9 +++ 1340 LTS 19 1205 !U 3/4 ATR IN HIGH STRENGTH EPDXY, CMIN, 1' EMBED..) IN GONG., (8)1001 TO WOOD USP: SAME AS SIMPSON O LTT205 +++ 1500 LTS 205 IIO5 (I) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, ("IN. 1' EMBED.) IN CONC., CI0JI0d TO WOOD USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 106, (10) 10d x 1 1/2', = U HTT4 4455 HTT45 4465 /U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONIC, (10) 50-10 X 1 1/2' (USP: (20) I6d X 2-1/2') USP HAS MORE NAIL OPTIONS: (20) 10d, (20) IOd x 11/2', !20) I6d x 2 1/2' Z Q HTT5 5090 HTT45 5430 CV 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1 EMBED,) IN CONC., (26) I6d X 2 1/2' (USP: (20) I6d X 2-I/2') USP HAS MORE NAIL OPTIONS: (28) 1001, (25) Iod x 1-1/2', (20) I6d x 2 1/2' HHDQII-SDs 2.5+ 11,810 UPHD 11 12090 CU 1' A,T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CCNC., (24) 6D&Yi x A' WOOD SCREWS (USP: (24) W63 WOOD SCREWS) HD15 6645 TDX 10 5110 (1) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN, 1' EMBED.) IN CONIC, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS) V) LLJ2660 U, MBHA 3.56/1125 HUSC412 (WOOD) 3415 3635 5330 NFM35Xl2U (FLR) HUS4121F 3265 (ROOF) 3165 1130 SIMPSON: (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C11.U. TOP, (1) 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN 6.-15' EMBEDMENT) IN GM.U. FACE, (18)100 TO BEAM USP; (U 1/2' J -BOLT W/ MINIMUM 6: EMBED. t NOT LESS THAN 4' FROM EDGE OF GONG W) 3/4' DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. _S14) IOd AT JOIST 2530 (FLR) 3060 --- 3225 (ROOF) (10) Ibd TO HEADER, (10) I6d TO WOOD USP: SAME AS SIMPSON Q = HUC410 (CMU) 1810 5085 H0410 IF 1905 3115 (I8) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 1001 TO WOOD (USP: (IS) 1/4' x 3' W53 SCREWS, (10) 106 TO WOOD. (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD lUSP: (18) I/4' x 3' WS3 SCREWS, (10) 10d TO WOOD (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (l8) 1/4' x 3' WS3 SCREWS, (10) loci TO WOOD HUC210-2 (CMU) 1810 5085 HD210-21F 1905 3115 HUC210-3 (CMU) 1810 4000 W0210.31F 1905 3115 LGUM26-2-SDS 1430 5595 NO USP CONVERSION FOR SIMPSON LGUM26-2-5DS (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' SDS SCREWS TO WOOD HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CM.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. V) +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1" Ld 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 16 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. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HWO9, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE < MASONRY CATALOG C -9A8-2012. HEAVER SPAN CHART, l�I� ar�Fr2 ATPS PF= R C_ -44R7. U.N.O.) 2 x 12 (02 5YP) l/16" 05B Imi" TYI.) NAIL (3) 12d 6 6"-8" O.C. TYP. 2x12 BM. HDR._ C-0 ENTRY MINIMUM WALL AND HEADER SINGLE 5TOfR7` APPLICATION 51ZE DBL 2 x ro DBL 2 x 5 DBL 2 x ID DBL 2 x 12 CLEAR SPAN UP TO 5'-4" 5'-4" TO 7'-0" 7-0" TO Im"-m" 10'-0" AND OVER TUUO STORY APPLICATION DOWN ST,41R5 51ZE DBL 2 x 6 DBL 2 x 8 DBL 2 x Im DBL 2 x 12 CLEAR SPAN UP TO 5'-0" 5'-0" TO 6'-4" 6'-4" TO S" -m" 5'-0" AND OVER AND UP NUMBER OF HEADER 5TUD5 2 x 12 (02 5YP) l/16" 05B Imi" TYI.) NAIL (3) 12d 6 6"-8" O.C. TYP. 2x12 BM. HDR._ C-0 ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO g' -(d" U.N.O. 4'-11 1/2" 7' -ll 1/2" AND UP NUMBER OF HEADER 5TUD5 5UPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH 5TUD5 2 AT EACH END OF HEADER 1 J LL 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES, 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'4" MIN. FROM 2ND. FLR. LINE EXTERIOR MASONRY WALL BRCS. NEIWTS LOAD 5%. WALL NON -13R3. WALL PRE-ENGINEERED FLOOR TRUSS 2x6 LEDGER SECURED W/ 1/4' x 4' LAG BOLT W/ 2' DIA. WASHER 0 24' O.C. MAX (2x(o BLOCKING AS REQ'D) LSU -26 2X6 SUBFASCIA 8'-S' AF� LUS26 W/ (4) 10d's TO LEDGER AND (2) 106's TO 2x6 FRAMING MEMBER OVERHANG DETAIL SCALE: 1/2' = 1'-0" FIRST FLOOR SCALE': F PLAN SCALE: 1/4 = P-0' 0 F ELEVATION J U. J LL J u J J J �J U !1 U- U- �J J J LL LL J J J LL U- 14 J LL J LL 0. I II II II II II II II II �I__^ 11 II II II II II II II 11 II II 11 II I) II II I) IT119 II II II II II II II II II (I (I II II 11 II II II II II II II II II 71 II (I II � _ II II II (I 11 II II II (I II II II II II II II II I) I) II II II II II 11 I I (I II I� I II II II II II II I) II II II II II II II II II 11 II II I) I I II II II II (I II II II II II II I) II II II II I) (I II II II II II II II II II II II . l.. Q 1 II I I II I I I I TRUSS TO 4X6 II I I I I I I II I I -.. a POST W/ (2) MTS -12 I I I I I I I I II II I II II POST B OST TO SLA Q II II II HTT-4 II II II II II II II II I _11_ _11._ _1L_ JL-Jj _.....11._.�l_l_._l.L LBW FLIO TT _I --- -------J FLIM _ _ _ _ _ _ _ - --� _UL_ - — - — FLO5 X ------- — — — X Al FL 10 _ N "� c� - - - - - - - - - N - `' - - -- - III J _ _ _ _ _ _ _ _ _ . _ = FLO4 J - -_ — _ _------------ FL04 DBL. STUD iw _ FLm3 FLm3 0 U-- N FLIT - - - - - - - - - FLO3 fL11 = II J– – – – - - - - – – – – – – FLm3 FLIt –– 3 t II _ — - -- — — ----------- = FLOI - ---------- --- --_ 2Xro LEDGER TO - L �- TRUSS W/ 3/8'X4" _ _ _ _ = FLfd1 LAG SCREWS 0 WWI �NQ O.C. MAX CJ1A _- - I� - �I * - - - - II - - - - - - - - - - - - - - - fLml _------=CE FLmI (2) META -16 � }- _ (2) META -16 QI L�u 1 - — - — - ------ F�1 - mipmwm - wompm mqp� - qp� w MEMEM - mmm"m - mmqp= D ro CJIA -_ -p --- — CJ1A 8 i - 4 — t 1— 4 �� SCALE: 1/2' = 1'-0" FIRST FLOOR SCALE': F PLAN SCALE: 1/4 = P-0' 0 F ELEVATION A R C H IT E C TS LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & I_aOT: KENSINGTON RESERVE (LO'r#120) MODEL: LARGO (VERS10N#01) PROJECT#: - 02997.000/1.20R1. PACE: FIRST FLO0R FRAMiN G PLAN DATE: 6/12/18 SCALE': 1/4"-1'-O" SHEET 0 F 0. Q a Q SUBDIV. & I_aOT: KENSINGTON RESERVE (LO'r#120) MODEL: LARGO (VERS10N#01) PROJECT#: - 02997.000/1.20R1. PACE: FIRST FLO0R FRAMiN G PLAN DATE: 6/12/18 SCALE': 1/4"-1'-O" SHEET 0 F 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 SECOND FLOOR ROOF FRAMING PLAN. rA R C H IT EC TS GDesign roup ;nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 CONNECTOR SCHEDOJLE CONTROL DATE: 01-01-15 ti SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META -16 1450 HTA 16-18 1400 C1J loci x I/2' I -PLY, (6) Ibd 2 -PLT, (USP: (IO) loci X I IQ' - NO 16d OPTION) Q 1985 2800 (10) 10d x I I/2' I -PLY, lllSP (101 i0d x 1/27 a (2) META - I((1) HTA I6-18 1900 -- -. (14) Ibd 2 -PLY (USP: NO Ibd OPTION) A HETA-16 15I0 NTA 16 1615 (9) 10d x 1 1/2' I -PLY, (8) Ibd 2 -PLY U5P+ (10) 1Od x 1 1/2', NO 16d OPTION w •- N M v cc N. cb HETA-20 1810 HTA 20 1615 (9) IDd x 1 1/2' 1 -PLY, (8) Ibd 2 -PLY USP, (10) 10d x 1 1/2', NO 16d OPTION _ r 2035 (10) 10d x 1 1/2' 1 -1 -LY USP. (10) lod x 1 1/2' (2) HETA-20 .......- _-- _...._ (2) NTA -20 2500 3110 (12) Ibd 2 -1 -LY (USP: NO 16ci OPTION) Z O L5T-2 2150 LWT -2 1915 0) - 1/4' x 2 1/4' TITEN, 2 PLY (USP: BLK (5) 1/4' WB, WOOD (16) 106 0 DETAL-20 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 (18) - I0d x 1 IR, 1 PLY MGT + 3%5 MUGT 4000 CU5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) loci TO WOOD (USP: (2B) loci TO WOOD) HGT-2 + 105W HUGT-2 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 01b) 10d TO WOOD (USP: WOOD (8) 10d) NGT -3 10530 HU6,T-3 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), CI6) 10d TO WOOD (USP: WOOD (5) loci) LGT3-8082.5 3285 LUGT-3 5330 (12) SDS 1/4'41/2' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4)3/8' X 5' WEDGE BOLT, WOOD (12) WS25) 1210 PARALLEL TO WALL LTA2 1425 PERPENDICULAR TO LPTA 1555 (10) 10d x 1-1/2' (USP: (10) 1Od x 1 1/2' WALL VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) -SOS 1/4'X3' TO WOOD (2) VGT 1185 NO U5P CONVERSION FOR SIMPSON (2) V(ST) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-505 1/4'X3' / 2 PLY MT5-12 1000 MTW 12 1595 (14) 10d x 1 1/2' (U5P: (14) 10d x 1 1/2', (14) 10d) HTS -I6 1150 HTW Ib 1660 (16) loci x 1 IR' (USP: (16) lod x 1 1/2 , (I6) 10d) HTS -20 1450 HTW 20 2045 (24) 10 x 1 1/2' CUSP: (24) d x 1 1/2', (20) 10d) d 10 •i' t { ' ` -7)1 r 3 3 3 1 HTS -24 1450 HTW 24 2045 (24) 10d x 1 1/2' (U5P: (24) 106 x 1 1/2', (20) 10d) - L5TA-12 925 - _STA 12 910 -. _- (10) loci USP: (10) loci L6TA-18 +• 1235 LSTA 18 1360 (14) IOC USP; (14) 10d MSTA-18 •• 1315 MSTA-18 1315 (14) 10d U5P: (I4) 10d -� -- - -_ -_ II II II II II II II I II N MSTA-24 ++ 1640 MSTA-24 1150 (18) IOd USP (18) loci�, / II II II II CjI a- MSTA-30 ++ 2050 1­15TA-30 2140 (22) 10dUSP (22) l0d ' M5TA-36 ++ 2050 MSTA-36 2525 (26) 106 USP: (26) I0d II II II III II II II (2) 2X8 SYP+'1 WOR w MSTI-36 3800 - KSTI 236 3090 (36) 10d x 1 1/2' USP (36) 10d x 11/2' _ _ _ _ �- 1 II II II II I II CJ3 X 4 POST LNDER N MSTI-48 5065 KTSI 248 4250 (48) loci x I I/2' U5P (48) loci x I I/2' CJ 3 = II II II II II TRUSS ,401 Hb 950 6 1595 (8) 6d TO PLATES, (8) Bd TO STUDS (USP: (16) 8d x 1 1/2', (I6) 5d) SP4 585 _LFTA 51-T 4 945 (6) 10d x 1 1/2' TO STUDS U5P; lb) 10d x 1 1/2' TO 6TUDS 434 395 MP 34 410 (4) 5d x 1 IR' TO BEAM, (4) Bd x 1 1/2' TO POST. USP: (4) 5d x 1 1/2' TO BEAM, (4) Sd x 1 IQ' TO POST. _. �� — — II II II II II II I II II — — HCP2 645 HHCP 2 1010 (12) 10d x 1 1/2' USP: (10) 1Od x 1 I/2' TO TRUSS, (C)Cd X 1 1/2' TO PLATE TR;ss0 WOR. / HIDA 1340 RT I( A 2180 (15) IOd x 1 I/2' USP: (9) 10d x 1 1/2' TO TRUSS, (8) 10d X I I/2 TO PLATE _ MTS -12 VGT 4 HDU4 4565 PND 4A 4535 (16 )-SDS I/4'x3' TO WOOD, (10)-509 1/4'x2 I/2' W/ THREADED ROD, (2) NUTS/UJA6HER/2 PLY USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS _ - _ _ = w� A01 HOP, t0 4X4 "T w/ VGT A HD15 4940 TDX 10 5110 (I(p)-6D6 I/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/UJASHER/2PLY I MSTA-18 USP: 1/8' ATR MIN, 1' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' THRl1-BOLTSQ *d115 (I) IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED) IN CCNC., (12) d TO WOOD USP: SAME AS SIMPSON �/� -- { J \� ` y/, POST TO 4X4 . w/ 5LKG ABU 44 ABU 66 2200 2300 6665 PAU 44 2535 65/8' A.T.R. 12000 PAU 66 2535 13815 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (12)1(ud TO WOOD USP: SAME AS SIMI-50N AVZ (1) MSTA-30 U% LTTI9 ... 1340 LTB 19 1205 (U 3/4'_ A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (VOO 70 WOOD USP: SAME AS SIMPSON -.._ 36-X22' " NIS KG POST /1D {.�L+(/. TO U Q ... LTT205 •+• .__. -. 1500 --.... _.... _._..- _-.._ _.__ _......_ _. LTS 208 1105 (1) i� A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN GONG., (10)10d TO WOOD TRUSS TO 4X4 POST W/ NTt-4 _ U5P: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 IR', 2-1/2' , _ - I ACCESS u HTT4 4455 HTT45 4465 (1) 5/5' A.T.R. IN HIGH STRENGTH EPDXY (MIN. l' EMBED) IN CONC., (I5) 50-10 X 1 1/2' (USP: (20) 16d X 2-1/27 c w/ (2) MTS -12A033 Q USP HAS MORE NAIL OPTIONS: (20) loci, (20) 10d x I I<2', (20) 166 x 21/2' (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1 EMBED,) IN GONG, (26) lbd X 2 1/2' (U5P: (20) 166 X 2-1/2') 5430 POST TO 4X4 BLKG. i HTTS 5090 HTT45 USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x I -I/2', (20) Ibd x 2 1/2' - - - - w/ ru MOTA-30 HHDQII-SD5 25+ _ 11010 _ _ - - - - UPHD II 12090 (1) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24) SDS Y.' x 2Ni' WOOD SCREU6 (USP: 124) W53 WOOD SCREWS) _._ _ - _ _ _ POST OR BLKCx. TO - -- _ A04 -_ - _ _ _ - T1015 6645 TDX 10 5110 (1) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (U51'; (4) 1/8' BOLTS) SIMPSON: (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU. TOP, (1) 3/4' VI �+�ry 1 1{,i w/ NTT -4 A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM,U. FACE. (IB)od TO BEAM MBHA 356/1125 3415 5330 NFM35X12U 3165 1130 U5P: (I) 1/2' J -BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW N %A SET 'REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. wwi�tt 05 AT_JOIST _. _._ .. _...... _... _. .._._ _-.. _... ..- _ _ _ _ _ _ - _ _ _ _ _ /� W HUSC412 (WOOD) 3635 2660 (FLR) 2530 (FLR) - HUS4121F 3060 -- (10) Ibd TO HEADER, (10) 16d TO WOOD USP: SAME A8 SIMPSON 3265 (ROOF)3225 (ROOF) Z HUC410 (CMU) 1810 5085 HD410 IF 13 5 3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD! (USP; (I8) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD. = HUC210-2 (CMU) )BIO _ 5085 H0210 -21F 1905 3115 (18) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) loci TO WOOD. CUSP: (IS) I/4' x 3 W53 SCREWS, (10) loci TO WOOD = _ _ _ _ = A� I-M�/ HUC210-3 (CMU) 1810 4000 HD210-31F 1905 3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' W83 SCREWS, (10) 10d TO WOOD LGUM26-2-SDS 1 1430 5595 1 NO USP CONVERSION FOR SIMPSGN 1-GUM26-2-SDS (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, e4)114' X 2 1/2' SDS SCREWS TO WOOD W 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. /Q WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. IL A05PRIOR + 106 COMMON NAI_S 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 TO INSTALLATION. +• MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 'P - F- A.T.R. - A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) O Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION Z4 15 USED. t- - - - - _ WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HDG GALVANIZED CONNECTORS, UBE FASTENERS GALVANIZED PER ASTM-AI53 0) I 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. ----_ - --- -- - ---- -- _ _ - _ _ A03 - ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS 0-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HW09. AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C -SAS -2012. TRUSS TO 4X8 POST TRUSS TO 4X4 POST w/ (2) MTS -12 X - - - - _ _ _ _ _ ,--- _ - - _ _ A02 w/ (2) MTS -12 HEADER SPAN CHART POST to CM wi �.Q - �__._ POST t0 4X4 BLKG. Ntt-4 w/ (u M5TA-30 (HEADEF, SIZES PEER CHAT, U.N.O-) = _ _ _ _ _ _ _ _ _ = A06 POST t0 � Cq � � CMU w/1NTT 4KG. SINCzLE STORY APFPLIG,4TION _ _ _ = 604 x 1 2 2 CJB __- -__ 51ZE ... ... _ CLEAR BPA N l"2 6YP)�- _ I ,✓, _._ .. DBL 2 x (o UP TO 5'-4" -1/16" 055 — — BO ­'-0"SII CTYP.JJ3 I — — — DBL 2 x & 5'-4" TO DBL 2 x Im 7'-0" TO Im"-m" DBL 2 x 12 10'-0" AND OVER \ II II - - - - - CJI II •� DBL. STUD TWO STORY APPLICATION DOWN STAIRS NAIL (3) 12d 6°-8° o.c. I n II ,�� CLEAR SPAN TYP. 2x12 BM. _ _ ----- _ = SIZE DBL 2 x 6 UP TO 5'-m" _HDR. ---- - - C._.FNTRY — � '- STUD DBL 2 x a 5'-m° To ��-4' _ � 3 3 3 -' DBL. DBL 2 x 10 6'-4" TO V -!T " 1 DBL 2 x 12 _- ._ S' -O" AND OVER _-- -_ 1ST— CJ3 I LINE OF _ II I II U II II II = FLOOR BELOUJ MINI1"1UI"1 WALL AND HEADER II II II II II II II STUD REQUIREMENTS CJI -� II �` CJ1 � II II I II II II II II � MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0" TO g' -m" U.N.O. 4'-11 1/2" i' II 1/2° AND UP �— NUMBER OF HEADER STUDS SUPPORTING END OF HEADER1 3 3 3 3 23 LINE OF IST FLOOR BELOW NUMBER OF FULL LENGTH 6TUDS 1 2 D5 015 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 SECOND FLOOR ROOF FRAMING PLAN. rA R C H IT EC TS GDesign roup ;nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDTV. & T.OT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT, 02997.000/12OR1 PAGE: SE:C;ON1) Fl 1_10 0 R ROOF FRAMING P IAN ARCHITECT: STATE OF FLORIDA jm f� LRIMAr/D a neo�+ncRn AR NO 83723 [ATE: 6/12/16 SCALE: 1/4 1'-0" SHE, L;'I' 7 OF 9 ti w Q a A b w •- N M v cc N. cb SUBDTV. & T.OT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT, 02997.000/12OR1 PAGE: SE:C;ON1) Fl 1_10 0 R ROOF FRAMING P IAN ARCHITECT: STATE OF FLORIDA jm f� LRIMAr/D a neo�+ncRn AR NO 83723 [ATE: 6/12/16 SCALE: 1/4 1'-0" SHE, L;'I' 7 OF 9 EXTERIOR CLG. BD. PRE-ENGINEERED TRUSS 4 STRAPPING PER FRAMING NOTES PRECAST LINTEL 10'-8 i' 2ND. FIN. FLR. V-4' BRG. HT. P.T. Ix2 W/ MTL. DRIP EDGE 2x(o SUB -BAND 0'-0' FIN. FLP. �7GG 1-V1r11�✓r+i� ivies i i..r-��• ENTRY SECTION DETAIL SCALE: 3/4'=1'-0' ELEVATION 'A' 2x STUDS PER GENERAL NOTES SHEET (GN), SECTION TIMBER, NOTE 21. PRE-ENGINEERED FLOOR TRUSS SECURE PER FRAMING NOTES TRUSS SUPPORTED BY 2x6 LEDGER SECURED TO TRUSS W/ 3/8'x4' LAG SCREWS 0 Iro' O.G. MAX 0 GARAGE WALL RECESSED LINTEL A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SVBDIV. & LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/120R1 PAGE: ENTRY SECTION DETAIL DATE: 6/12/18 ' SCALE: 1/4"=1'-0" SHEET OF 9 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: SANTA ROSA MODEL SYMBOL 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 SUBTOTAL OF GENERAL LOAD 47,753 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 407= 37,753 VA x (4) 15,101 TOTAL NET GENERAL LOAD 25,101 5—TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 II0v GFI BOAM D V 4MM FALLT HTIM rlelt TAM FAMTMt 5—KW ELECTRIC HEAT 5000 VA x (65%) 3250 OUTLET ttlw NET GENERAL LOAD 25,101 NET TOTAL HEAT 10,450 TOTAL LOADI 35,551 CALCULATED LOAD FOR SERVICE 35,551 VA / 240 V= 148.13 200 AMP SERVICE TRANSFORMER BANK: 5OkVA VOLTAGE: 1620A3200-24014WV SERVICE: SINGLE PHASE TYPE: UNDERGROUND AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY SIDEt (120/240 VOLTS) MAXIMUM FAULT CURRENT: 19390 amps POWER COMPANY TRANSFORMER SERVICE BY OTHERS GRADE LINE NEMA 3R M 200 AMP. 200 AMf ELECTfRICAL R16ER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. (3) • 1 THHN/THWN COPPER CONDUCTORS, (l) • 6 THHN/THWN COPPER GROUND IN 2" CONDUIT. COMBO DISCONNECT AND METER CAN PHONE / DATA WEATHER PROOF BOX 200 AMP 120/240 VOLT 42 CIRCUITS MLO INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE 04 THHN/THWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE: IF PVC IS USED THERE IS NO BOND/GROUND TO COLD WATER PIPE. GABLE / Tv WEATHER PROOF IBOX FIRST ,GALE: 1/4 = V-0' COACH COACH -- — LIGHT LIGHT FLOOR ELECTRICAL PLAN ELEVATION -Al ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 11Ov oun.Et Ea rm w am w FAULT NIR%tlIgllt (TAMM R R MWTANT TTrta I1mV FLOOR Kamm IW GRCIND FAULT ® OUTLET N IE U"M (TANNER RE616TANT Trrt) 110v SWITCHED ea rmo av Gr4w FAILT OUTLET NTERrr M rtAmmot MwTANt Tl M II0v GFI BOAM D V 4MM FALLT HTIM rlelt TAM FAMTMt OUTLET ttlw 220V OUTLET 4 W CONNECTION 0 EXTERIOR WATERPROOF OUTLET $ SWITCH $5 SWITCH 3."y oFERATION $4 SWITCH 4 -WAY OMMTION $p DIMMER SWITCH (•i WALL MOUNTED T LIGHT WALL SCONCE PRE -WIRE y- CEILMCs MOUNTED LIGHT O RECESSED CAN O VAPOR PROOF \000000000 RECESSED CAN VENT FAN k( VENC FAN W/ �( LIGHT -a�-C- 24' LIGHT STRIP vvvvuvuv 48' LIGHT STRIP 0 FUO wa4T WRAP ARCItD 24' FLUORESCENT ICI FLUORESCENT 0 PANEL — STRUCTURED WIRE PANEL OWN METER DM �A BATT.NlowaMw �• O ® CARBON MONOXIDE BATT. DACKc r aw WANXM DETECTOR NTMwow9cm 8' SMOKE / CARBON MONOXIDE BATT NTmw P W DETECTOR COMBO PENDANT LW T TELEPHONE JACK 4 GAS OUTLET ® CEILMCs FAN / CELN4 BOX REa M TO BE &J"VM N ACCORDANCE IW LIGHT BOX MAP= As SUCH FOR NSpECTION CN:LNS Box WaW TO BE © J -BOX 01PORM N ACCORDANCE IV DM PLED AS SUCH FOR Nmqctm ® SPEAKER PRE -WIRE FLOOD LIGHT SECURITY SYSTEM KEYPAD D DIGITAL KEYPAD WATER DATER DISCONNECT AIR COO. DISCONNECT I --Q TELEVISION JACK EMERGENCY CI DOOR CHINES NOTE: -PHONE OUTLETS 4 TELEVISION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RE515TANT TYPE A R C Hi 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 SUHDIV. & LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 12OR1 PAGE: FIRST FLOOR ELECTRICAL PLAN DATE: 6/12/18 SCALE: 1/4"=1'-0" SHEET 9 or 9 \000000000 SUHDIV. & LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 12OR1 PAGE: FIRST FLOOR ELECTRICAL PLAN DATE: 6/12/18 SCALE: 1/4"=1'-0" SHEET 9 or 9 j W.I.C. I I� i I 1 OWNER'S BATH / I OWNER'S SUITE II II I 2Ox36' FAN/CEILIWs ATTIC - - � • L - SD. - ' O A/C R/ ' BEDROOM 4 - SDJCMD e ^ � FAN/CEILIWj I PRE-WIi�E � _..... ` SD. Ile - -- ® LAUNDRY LOFT Jj II �—I I SDJCMD TO SWITCH DOU�ISTAIRS FAN/CEILINrs ;Q� - - PRE -WNL- / BATH 1 BEDROOM 2 — I 1 W.I.C. ' BEDROOM 3 I 1 �• FAN/CE IL INC i 1 - Ply -WIRE / I 1 ILLINE OF IST 1 FLOOR eEL-0u 1 W.I.C. I I 1 I –LINE QFJ6T_fLOOR BELOL __ .-- .— _ _ _ _ _ __...-- _ _ _ -- _-_ i SECOND FLOOR ELECTRICAL PLAT 1 1 SCALE: 1/4 = 1'-0' - ELEVATION 'A' ELECTRICAL LEGEND SYMBOL 1 DEFINITION NOTES 8 -1 11mV OUTLET �iFm v4mm FA1LT NMIPM (rte RWTMt rrm) IIVV FLOOR OMM"W W CgWtW Fact ® N OW M ITA4" MOTANt OUTLET tYpE) IIvV SWITCHED MOM Wv ONOM FALT ItAM°E9t IEwymt OUTLET rym _ IImV GPI Wmmw uV GRAND Fa1Lt WERPM (TAMPM IMWTANt OUTLET M°E) 22VV OUTLET 4 LOW WR*CnaN EXTERIOR WATERPROOF OUTLET $ SWITCH $3 SWITCH 3-wT ommTm $4 SWITCH 4-0Y OPER TM $0 DIMP'ER SWITCH (.� WALL MOUNTED LIGHT a WALL SCONCE PRE -WIRE )..( CEILING )•-( MOUNTED LIGHT @Q RECESSED CAN O VAPOR PROOF RECESSED CAN VENT FAN �{ VENT FAN tW NC LIGHT Q 24' LIGHT STRIP vuuuuut 48' LIGHT STRIP Q RMSCENT aaaoiw 24' FLUORESCENT 48' FLUORESCENT D PANEL _ STRUCTURED WIRE PALL METER 0 DE CTOR eatr III ® CAR6ON MONOXIDE Hatt MACK v & N4RDU4lE DETECTOR NmRza#am e SMOKE / CA aON MONOXIDE BATT. PACK -W wv RAFOW M coNNm DETECTOR COMBO PENDANT LIGHT T TELEPHONE JACK 4 GAS OUTLET ® CEILING PAN � CELM � N � IW LIGHT OM MOM AS dUCW FAR NWEMON 0 J-i30X cmw am RAD To a &PPOM N ACcOMA4Z V eox HAFM Ae 8" MR NMIM ® SPEAKER PRE -WIRE FLOOD LIGHT SECURITY SYSTEM KEYPAD D DIGITAL KEYPAD WATER DATER DISCONNECT AIR. COO. DISCONNECT TELEVISION JACK Y LE IGHTING O DOOR CHIMES NOTE: -PHONE OUTLETS E TELEVISION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE A R C H I T E C TS 3.441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r -1 �DOOOOODOOJ SUBDIV. & LOT: KENSINGTON RESERVE (LOT#120) MODEL.- LARGO ODEL:LARGO (VERSION#01) PROJECT#: 02997.000 12OR1 PAGE: SECOND FLOOR ELECTRICAL PLAN DATE: 6/12/18 SCALE: 1/4"=1'— 0" SHEET e�' o for 9 SHINGLES OR TILE (PER BLDR) REFER TO DETAIL I/p2 FOR GABLE NOTE: NOTE: OVER 130 FELT PAPER (OR APPROVED EQUAL) X -BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED INSTALLED PER SECTION R905 OF THE FBCR, TO PLUMB JAMB. TO PLUMB JAMB, RE -ENGINEERED DO NOT EXCEED4DO NOT EXCEED 4" 6TH EDITION (2017) GABLE ROOF TRU55 8" CMU BLOCK 8" CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES !" 1 AT FIRST (2) BAYS �" �� 2 DRYWALL � DRYWALL WINDOW/DOOR JAMB METHOD PER NAILING SCHEDULE (4'-0" Q.C. � SHEATHING SEAMS) F.T. Ix4 or 4x4 MIN. Ix4 or 1x2 P.T. NAILER P.T. Ix4 or a"x4" MIN. (SEE wINDOw/DOOR JAMB BLOCKING (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or 1x2 P.T. NAILER 4 BLOCKING FASTENER METAL DRIP EDGE FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING SCHEDULE 2x6 SUB -BAN TIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL ,II VENTED ALUMINUM 5OFFIt OVER 4'-10" HIGH DOOR JAMB / WINDOW MEMBER w/ (2) 12d NAILS 8" FROM OOR JAMB / WINDOW $ TEXTURED CEMENTITIOU5 COATING MIN. (AS PER TRUSS ENGINEERING) (ATTACHED TO BLOCKING (ATTACHED TO BLOCKING P.T. Ix4 or �'x4" MIN: mgm (PER ASTM C926) OVER PAPERBACK PER MFR'S SPECIFICATIONS EACH END and IS" O.C. MAX PER MFR'S SPECIFICATIONS) 4 SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED ECURE P.t. 2x8 TO BLOCK w/Y" x 9" (1) " TAPCON (MIN. EMBEDMENT 1 1") 2 -LAYER WATER RESISTANT BARRIER OVER PER PLAN ANCHOR BOLT w/ 2' WASHER, SET IN r6 4 51MP50N or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+%4" or +%q") WINDOW TO BLOCK (+3") a" FROM EACH END and a 18' O.C. MAX WALL SHEATHING (TYPE AND ATTACHMENT (6" MIN. EMBEDMENT a 32" O.G. 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 SECURE GABLE TO 2x8 P.T. PLATE A 4A4E a 18" O.C. MAX w/ 12d NAILS 8' D.C. MAX x x `� �� SCALE: 1'=1'-m' SCALE: r=1' -m' MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 WA2 - ; ONT. 2x4 RAT RUN ATTACHED TO EACH MIN. EMBEDMENT 14 TRU55 w/ (2) 12d NAILS PLASTIC OR METAL WEEP SCREE - I INSTALLED 6 MID -POINT OF TRU85 SPAN NOTE: NOTE: " TEXTURED CEMENTITIOUs a or 10'-0' O.C. MAX ftl 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) �" TAPCON C926) OVER CM - (R -VALUE PER ENERGY CALC5) DO NOT EXCEED 4' DO NOT EXCEED 4° (MIN. EMBEDMENT 1 1") 8" FROM EACH 8CMU BLOCK- 11 END and a 18" O.C. MAX 'GYPSUM BOARD OR z" NIGH STRENGTH " 11 8" CMU BLOCK CEILING BOARD P.T. 2x '" DRYWALL �" DRYWALL or (1) DRIVE PIN, 8" FROM EACH END and OHC. FILLED U -BLOCK w/ (1) "5 " ' a IS" O.G. MAX 1 BOCK WALL SECTION GABLE ROOF (SEE WINDOW/DOOR JAMB BLOCKING 1x4 or 1x2 P.T. NAILER P.T. 1x4 or 4 x4 MIN. 1x4 or 1x2 P.T. NAILER SINGLE STORY SCALE: 3/4':1'-0' CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT (SEE WINDOW/DOOR JAMB BLOCKING 1" " DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT I6 OSB (4 WIDE MIN.) MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE .300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL MIN. EMBEDMENT 1 1" SHINGLES OR TILE (PER BLDR) (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB / WINDOW 4 PER MFR'S SPECIFICATIONS EACH END and 6 IS" O.G. MAX (ATTACHED TO BLOCKING OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION6g�5 OF THE EDITION FBS R) WINDOW TO BLOCK (+1 �") STRUCTURAL 2x MUST BE ON OUTSIDE � SECURED SECURE TO BLOCK w/ (2) �" TAPCONS R (MIN. EMBEDMENT 1 4") 8" FROM EACH DOOR JAMB TO BLOCK (+1 %") THROUGH NON-STRUCTURAL MEMBER (lx or I," 05B) ENE) and s 18' O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4B ,- w/ 4" TAPCON MIN. 14" EMBEDMENT INTO BLOCK or METHOD PER NAILING SCHEDULE SCALE: 1 -I -m (2) DRIVE PINS, 8" FROM EACH END and RE -ENGINEERED ROOF TRUSS s 18' O.C. MAX EMBEDDED STRAP ATT OR BLOWN -IN INSULATION _ WINDOW TO BLOCK (+3 %6") MIN. SHANK SIZE .145 (PER PLANK -VALUE PER ENERGY CALLS) NOTE: MIN. HEAD SIZE .300 ;_ _.� 1 X � DOOR JAMB TO BLOCK (+3yl6) MIN. EMBEDMENT 14" SHIM AS NEEDED �' �� Y �� . , �� X �� 4F SCALE: 1'=1'-m' _ TO PLUMB JAMB. METAL DRIP EDG -" GYPSUM BOARD OR 1" HIGH DO NOT EXCEED 2x6 5UB-5AN - s 2 4 P.T. 2x8: =j STRENGTH CEILING BOARD S" CMU BLOCK SECURE TO BLOCK w/ (2) 3" TAPCON5 VENTED ONC, FILLED U -BLOCK w/ 1" 1" " 16 ALUMINUM SOFFIT C (U � CONTINUOUS REBAR P.T. 2x 2 DRYWALL NOTE; (M1N. EMBEDMENt 1 4) 8 FROM EACH /PER PLAN - Ix4 or 1x2 P.T. NAILER SHIM As NEEDED END and a� 18' O.C. MAX 71 (SEE WINDOW/DOOR JAMB BLOCKINGL P1 TO PLUMB JAMB. or PRECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT �' OSB (4' WIDE MIN.) (2) DRIVE PINS 8" FROM EACH END and WINDOW (PER PLAN), (51ZE AND REINFORCEMENT 11(0 CASING DO NOT EXCEED 4" " ATTACHMENT PER MFR. PER PLAN) DOOR JAMB / WINDOW -S 18 O.C. MAX (ATTACHED TO BLOCKING 8" CMU BLOCK SPECIFICATION MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS" DRYWALL MIN. HEAD SIZE .300 NOTE: P.T. 1x4 or 4'x4' MIN. Ix4 or 1x2 P.T. NAILER MIN. EMBEDMENT 1 4' (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4" WIDE MIN.) STRUCTURAL 2x MUST BE ON OUTSIDE SECURED ' ALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT (R -VALUE PER ENERGY CALC5) THROUGH NON-STRUCTURAL MEMBER (Ix or 16" 055) SECURE 2nd 2x TO STRUCTURAL DOOR CASING P.T. (2) 2x4: PRECAST OR POURED IN w/ �" TAPCON MIN. 14" EMBEDMENT INTO BLOCK " 1" PLACE SILL (PER BLDR 1. MEMBER w/ (2) 12d NAILS 8 FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) 4 TAPCON GYPSUM WALL BOARD EACH END and e 18" O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 14") 8" FROM EACH 2' TEXTURED CEMENTITIOUSt J I) "5 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1%6") PER MFR'S SPECIFICATIONS) END and s 18" O.C. MAX COATING MIN. (PER A5TM CONC. POURED CELL NOTE: or C926) OVER CM -_ i (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 1%6) STRUCTURAL 2x MUST BE ON OUTSIDE SECURED (1) DRIVE PIN, 8" FROM EACH END and -a 18" O.C. MAX 8 CM 4" P.Y. FURRING STRIPS 16" O.C. 4C SCALE: I':1'-r�' THROUGH NON-5TRUCTURAL MEMBER (Ix or 16" 05B) MIN. SHANK 51ZE .145 r w/ 4" TAPCON MIN. 14" EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 } -WOOD BASE MIN. EMBEDMENT 1 4" ftl NOTE: WINDOW TO BLOCK (+3 16) SHIM A5 NEEDED TO PLUMB JAMB. DOOR JAMB TO BLOCK( 16+3 l " P.T. (2) 2) x6: i" ONCRETE SLAB DO NOT EXCEED 4" 4G SCALE: 1'=I'-0' SECURE TO BLOCK w/ (2) 4 TAPCONS (SEE FOUNDATION PLAN FOR 51ZE (MIN. EMBEDMENT 1 4") 8" FROM EACH F1AND REINFORCEMENT) 8" CMU BLOCK ENE) and -s IS' O.C. MAX XTERIOR WALL FOOTING z" DRYWALL UPLIFT UP TO 11-15 Ib or (SEE FOUNDATION PLAN FOR SIZE (SEE wINDOIU/DOOR JAMB BLOCKING Ix4 or lx2 qP.T. NAILER (2)D RICE AIRS, 8' FROM EACH END and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) P.T. lx (4 WIDE MIN.) 51MP50N HT5201 w/ (10) 10d NAILS TO TRUSS " 2 SINGLE STORY SCALE: 3/4':I'-0' 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 TRU55 MIN. HEAD 51ZE .300 (ATTACHED TO BLOCKING UPLIFT UP TO 2 350 Ib ONTINUOU5 BOND MIN, EMBEDMENT 14" BATT INSULATION ADHERED TO CEILING 'GYPSUM BOARD OR 2" HIGH PER MFR'S SPECIFICATIONS BEAM BOARD (R -VALUE PER ENERGY CALLS STRENGTH CEILING BOARD l2) SIMPSON Ht520 EACH SIDE OF TRU55 w/ NOTE: (10) 10d NAILS TO TRU55 4 (4) 4'X2 4" TAPCON5 STRUCTURAL Zx MUST BE ON OUTSIDE SECURED _-- P.T. (2) 2x8: INTO BOND BEAM THROUGH NON-STRUCTURAL MEMBER (Ix or 1' OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS SECURE TO BLOCK w/ (2) 4" TAPCONS 16 < w/ 6u to N 1 �' EM - EMBEDMENT 1 ") 8" FROM EACH 18" D C . .:. TAPCON Mf 4 EMBEDMENT INTO BLOCK 4 - - - --,; -� an .MAX ------ OPENING 22' x 3(�' MIN. 1 „ tAPCON5 MIN. or " WINDOW TO BLOCK (+2 /4) 2 COVER (2) DRIVE PINS, 8 FROM EACH END and OOD CASING AT SIDE " 6 18" O.C. MAX ATTIC ACCESS AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK(+2 % 2 APART MIN. SHANK SIZE .145 3 SCALE: N.T.S. 4) TRUSS ANCHOR RETRO—FIT WOOD CASING 6 GYP. 4D5 MIN. HEAD SIZE .300 BOARD (TYP) SCALE: I'=1' -m' SCALE: N.T.S. MIN. EMBEDMENT 1 4" 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. 8c LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/12OR1 PAGE: SECTIONS/ DETAILS f ARCHITECT:ARCHECT� TATE OF FLORIDA � X18 ROLAD A. AB U HACRA AR NO 9 23 DATE: 6/12/18 I SCALE: 1/4"=1'-0" SHEET _D NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE - 2x LBW (STUD SIZE, SPACING PRE-ENGINEERED PRE-ENGINEERED 8 LOCATION PER PLAN) ROOF TRU55 ROOF TRU55 0.5.5. or Y' CDX PLYWOOD - ad RING SHANK GUN NAILS Q 4' O.G. 6 SUPPORTED PANEL - . EDGES AND ad RING SHANK GUN NAILS Q 6" O.C. 6 INTERMEDIATE SUPPORTS. 5EE DETAIL. _ .... -- ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS 4' O.C. EDGEWISE. ECURE 2x TO CMU w/ (3)Y" x 9' 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END. ANCHOR BOLT w/ 2" WASHER SET OUBLE TOP PLATE TO STUD OUBLE TOP PLATE TO STUD IN 51MP50N OR U5P HIGH w/ 51MP50N 5P4 (U5P 5PT4) w/ SIMPSON 5P4 (U5P 5PT4) ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL STRENGTH EPDXY (6" MIN. 32' O.C. MAX 1 6 32" O.C. MAX EMBEDMENT) ? 2x 5TUD5 a 16" O.C. MAX 2x 5TUD5 16" O.C. MAX CDX EXTERIOR PLYWOOD or 1NV' APA -RATED 0.5.5. (A5 PER MANUFACTURER'S UNLE55 NOTED OTHERWISE UNLE55 NOTED OTHERWISE INSTALLATION SPECIFICATIONS) - ad RING SHANK GUN NAILS -s 4" O.C. 6 SUPPORTED PANEL NOTE: (1) ANCHOR BOLT EDGES AND ad RING SHANK GUN NAILS 6 6" O.C. 1@ INTERMEDIATE SUPPORTS. SEE DETAIL. N LOCATED 6' FROM TOP AND 2x CONTINUOUS 5TRE55 2x CONTINUOUS 5TRE55 ua ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS 4" O.C. EDGEWISE. TOP CHORD BLOCKING 4" BOTTOM d (1) NEAR MID -CENTER BLOCKING MID -WALL BLOCKING tv MID -WALL 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END. O.C. MAX IN FIRST l2) FRAMING EXTERIOR WALL SHEATHING SPACES � EACH EN � _ PRE-ENGINEERED TRU55 - " or I BOARD SYSTEM - ad RING SHANK GUN NAILS 4' O.G. or RAFTER" GYPSUM WALL BOARD" GYPSUM WALL BOARD /6 0.5.5. or y PLYWOOD /6 ZIP PANEL EDGES AND ad RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND 5d RING ROOF SHEATHIN U 05 REBAR VERTICALLY IN SECURE BOTTOM PLATE TO SLAB w/ SHANK GUN NAILS 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. - CONC. POURED CELL Y2" x 9' ANCHOR BOLT w/ 2' WASHER - - (LOCATION PER PLAN) SET IN 51MP6ON HIGH STRENGTH NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM J - EPDXY (OR EQUIVALENT) 6" 1 I -- _ z - ANY MANUFACTURER. EMBEDMENT MIN. 32" O.C. MAX ECURE BOTTOM PLATE TO ONCRETE SLAB 5LA5 w/ (1) 10d CUT NAIL STUD TO BOTTOM PLATE w/ NAIL REQUIREMENTS - I- - - - m (SEE FOUNDATION PLAN FOR SIZEL32' O.C. MAX 51MP50N 5P4 (USP 5PT4) a 32" 0 C MAX 51ZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK ad ROUND, MODIFIED OR T 2 %s" .131 110,000 RING (16-20 RINGS PER INCH) AND REINFORCEMENT) BUILDING LENGTH ONCRETE SLAB ONCRETE SLAB ----ANTERIOR BEARING -WALL FOOTING • • (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR SIZE ROOF SHEATHING LAYOUT AND ENDWALL AND REINFORCEMENT) AND REINFORCEMENT) BRACING FOR GABLE END FRAMINGAN[)REINFORCEMENT) ``' XTERIOR WALL FOOTING NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING ( Ed RING SHANK GUN NAILS � 4" O.C. (SEE FOUNDATION PLAN FOR 51ZEAND FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE TOP 4 BOTTOM EDGES AND REINFORCEMENT) AND REINFORCEMENT) --..... - AND REINFORCEMENT) 7 INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT 4A SCALE: 3/4'=I'-0' 4B SCALE: 3/4'=1'-0' z v a ad RING SHANK GUN NAILS 6' O.C. IN FIELD z �* PRE-ENGINEERED PRE-ENGINEERED ROOF TRU55 ROOF TRU55 p 4'-O' MINIMUM OVERLAP. FOR TOP PLATE SPLICE * Z SECURE TOP PLATES w/ 16d COMMON NAILS 4' O.C. • 2-ROIUS, STAGGERED z? TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING OUBLE TOP PLATE TO STUD z u (0.5.8. TO BE STRUCTURAL GRADE) TOP PLATE w/ 5IMP50N 5P4 (U5P 5PT4) 2x WOOD or METAL 5TUD5 -8 32' O.C. MAX NZ a 24" O.C. MAX 2x CONTINUOUS 5TRE55 0 (NOT LOAD BEARING) z C ad RING SHANK GUN NAILS a 12" BLOCKING MID -WALL z O.C. IN FIELD UN S 55NOT16 OTHERWISE z TD ` or LE ED5TU 5 a ad x 3' SCREW SHANK BALLISTIC NOTE; ST FLOOR 5TUD5 TO 2ND FLOOR D ELECTRO GALVANIZED STRIP DO NOT SPLICE TOP PLATES WITHIN 6'-0" SECURED w/ 6IMP50N OR U5P MSTA36 Q o a 14' T4G SUBFLOOR (ATTACHMENT " < LL, " " �4 T4G SUBFLOOR (ATTACHMENT Z o NAILS 's 12 O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL METHOD PER NAILING SCHEDULE ) SHEAR WALLS. METHOD PER "NAILING SCHEDULE") UNTHREADED SHANK TO EXTEND TH15 DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRU55 , BEYOND THICKNE65 OF RE -ENGINEERED FLOOR TRU55 X 5U5 -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T4G 5U5 -FLOOR DECKING GLUED TOP PLATE SPLICE DETAIL d FOR WALL SHEATHING TO ALL EXPOSED MEMBERS UNLE55 NOTED OTHERWISE (0.5.8. TO BE STRUCTURAL GRADE) SCALE: 3/4'=r-0' \--------DOUBLE TOP PLATE " GYPSUM WALL BOARD 2" GYPSUM WALL BOARD 2x CONTINUOUS 5TRE55 2x CONTINUOUS 5TRE55 RE -ENGINEERED GABLE TRU55 BLOCKING -a MID -WALL BLOCKING 6 MID -WALL NOTE: SECURE BOTTOM PLATE TO 5LA5 w/ DIAGONAL BRACE 9 CENTER OF TRU55 SPAN or 2x4 BLOCKING BETWEEN _ Yz" x 9" ANCHOR BOLT w/ 2' WASHER HIGHEST RIDGE. TRU55E5 AT FIRST (2) BAYS 2x STUDS a 16" O.C. MAX SET IN SIMP50N HIGH STRENGTH DIAGONAL BRACE TO BE 6 ANY SPAN 15'-0' OR (4'-0" O.C. SHEATHING SEAMS) UNLE55 NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6' GREATER (REFER TO TRU55 ENGINEERING FOR 2) 2x4 5YP *2 DIAGONAL BRACE w/ (3) SECURE BOTTOM PLATE TO EMBEDMENT MIN. a 32" O.C. MAX ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT.) 12d NAILS 6 EACH TRUSS (DIAGONAL 5LA5 w/ (1) 10d CUT NAIL 6 13 TUD TO BOTTOM PLATE w/ 0'-0" - 30'-0' USE (1) X -BRACE X -BRACING TO COVER 5-TRU55E5 32' O.C. MAX 51MP50N 5P4 (USP 5PT4) 0 32" 30'-1" - 60'-0' U5E (3) X -BRACE �:�.� _� '� • O.C. MAX f} (1) X -BRACE 9 CENTER 6 (2) BRACES DIVIDED EQUALLY FROM CENTER TO END ; � � � ONCRETE SLAB ONCRETE SLAB (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) STIFFBACK AT ALL UPRIGHTS�-NTERIOR BEARING WALL FOOTING NTERfOR BEARING WALL FOOTING OVER 4'-10' HIGH (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR 51ZE (AS PER TRUSS ENGINEERING) AND REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL WEEP SCREE - - - - - - - - TWO STORY L.B.W. w/ NO UPLIFT TWO STORY L.B.W. w/ UPLIFT SHOWN w/ CMU (FRAME CONDITION X k X �� _v X ,X�..�....' SA SCALE: 3/4':I'-0' '°'- ' 7B v.... _ 5 B SCALE: 3/4 I 0 SAME X -BRACING REQUIREMENTS) WA2 ONT. 2x4 RAT -RUN ATTACHED TO EACH TRU55 w/ (2) 12d NAILS GABLE X- BRACING INSTALLED G MID -POINT OF TRU55 SPAN 1 SCALE: 3/4'=I'-0' or 10'-0' O.C. MAX 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#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/12OR1 PAGE: SECTIONS/ DETAILS DATE: 6/12/18 I SCALE: 1/4"=1'-0" SHEET D 2 NI �I SUBDIV. & LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/12OR1 PAGE: SECTIONS/ DETAILS DATE: 6/12/18 I SCALE: 1/4"=1'-0" SHEET D 2 A R C H IT E C T S Desi roump 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 2x RIDGE ONE SIZE LARGER THAN RE -ENGINEERED TRU55 RAFTER 51ZE w/ MIN. (3) 12d NAILS or MIN. (4) 10d GUN NAIL 1x6 COLLAR TIE rat EVERY OTHER m 111111 RAFTER w/ MIN. (3) 12d NAILS or " a GYPSUM BOARD OR "II"4"I" `' 1 MIN. (4) 10d GUN NAIL HIGH STRENGTH CEILING IMP50N VTCR or USP VTT 1 Ali"i"i"� 2x RAFTER ° BOARD SPACING (U EACH END AND &'-0" O.C. MAX 1x8 NAILER SECURED TO TRUSSES ° INGLE 2x TOP PLATE l BELOW w/ (2) 12d NAILS or (3) 10d i "I"111111 II11 ,' 1111 GUN NAILS -0 EACH TRU i' GYPSUM WALL BOARD (1 I"1"11111 ° _--- 2x WOODS STUDS a 24" O.C. RAFTER TO TRU55 w/ 51MP50N (SIZE PER PLAN) ®� MT512 or USP MTW12ALTERNATE CONNECTION (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRU55ES j l PENETRATION w/ 51MP50N or USP M5TA24 SECURE BLOCKING TO TRU55 BOTTOM CHIORD w/ CONVENTIONALLY FRAMED ROOF (3) 12d NAILS is EACH END, m 4 SCALE: 3/4'=r-0' RE -ENGINEERED ROOF TRUSSES SECURE BOTTOM PLATE TO 1 OOF DECKING OVER PRE-ENGINEERED ROOF TRU55E5 SLAB w/ 10d MA50NRY NAILS 6 32' O.C. MAX TYPICAL VALLEY TRUSS CONNECTION 1 j %' 2x4 SECURED TO GABLE END w/ SCALE: 3/4'=1'-0' (2) 12d 6 EACH UPRIGHT ONCRETE SLAB 2x4 SECURED TO GABLE END w/ (SEE FOUNDATION PLAN FOR (2)12d SPACED (o" - 8' O.C. MAX 51ZE AND REINFORCEMENT) -----WATER RESISTANT BACKERBOARD ' (DENSHIELD) 2x4 RAFTER s 24' O.G. 1/2' DEN5HIELD (SEAT DECK MUST P.T. 2x STUD BE SLOPED 1/2" MIN. TO PAN) 51MP50N L30 or USP A3 INTERIOR NON—BEARING WALL or 8' CMU BLOCK WALL APELA5TIC AQUA DEFENSE WATER PROOF BLOCKING (EACH END)- 7A WOOD STUDS SCALE: 3/4'=1'-0' MEMBRANE TO BE 51TE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES) - PRE-ENGINEERED TRU55 AULK BEAD BETWEEN DENSHIELD 2x4 BLOCKING � EACH RAFTER f P.T. 2x4 STUDS AND F15ERGLA55 PAN APPLIED s 16" O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) vARIE5 PER PLAN INSTALLATION 51MP50N H2.5A or USP RTiA 8" GYPSUM BOARD OR HOWER PAN EACH RAFTER TAIL CONNECTIO " HIGH STRENGTH CEILING (FIBERGLASS OR CERAMIC) 51MP50N Lam or USP A3 BOARD TOP OF EACH RAFTER CONNECTIO 3 %" TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRU55 w/ SHOWER SEAT DRYWALL 5CREW5 (EACH TRU55 2 FRAMED OVERHANG or 24" O.C. MAX) SCALE: 3/4'=1'-0' 5 SCALE: 3/4'=1'-0' GYPSUM WALL BOARD 3 %3' METAL STUDS (25 GAUGE) is 24" O.0 w/ FULL LENGTH LAYER OF RECAST LINTEL I/2" TYPE GYPSUM WALLBOARD, A ATTACHED TO EACH SIDE 6 12" O.C. SECURE 2x TO CMU w/ (2) 3 ' TAPGONS 6 x 3 � ha' 50TTOM CHANNEL 5 WITHIN 8' OF EACH END AND 1@18' O.C. MAX ECURE 2x4 FLAT TO GAUGE) 50TTOM CHANNEL TO or DRIVE PIN s BLOCK w/ CUT NAILS SLAB w/ 10d x I' MIN. MA50NRY (MIN. SHANK SIZE .145 NAIL w/ WASHER 6 32" O.C. MAX. 4 MIN, EMBEDMENT OF 1 Y4') I" WITHIN 8' OF EACH END AND SIS' O.C. MAX - - �`"'I --- T - I'"� _ ONCRETE SLAB FOUNDATION PLAN FOR WALL SHEATHING 51ZE AND REINFORCEMENT) !- (TYPE AND ATTACHMENT METHOD c, ° PER NAILING SCHEDULE) ECURE 2x6 MIN. TO BLOCK w/ F. T. 2x8 STUD BLOCK (2)y" x 9' ANCHOR BOLTS w/ 2" NOTE: B WASHER SET IN 51MP50N or USP 5TUD GAUGE 15 HEIGHT SPECIFIC. CONSULT HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD HEIGHT LIMITS, _ (MIN. (o" EMBEDMENT) 7 Z ROUGH OPENING (UP TO 8'-m') _ INTERIOR NON—BEARING WALL 7B METAL STUDS KALE: 3/4'=1'-0' o I - ECURE 2x6 MIN, TO BLOCK w/ — — jU (3)Yz" x 9" ANCHOR BOLTS w/ 2" �" TEXTURED CEMENTITIOUS REBAR VERTICALLY IN CONC. POURED RECAST OR POURED IN j = WASHER SET IN 51MP50N or USP — - COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) PLACE SILL (PER BLDR) HIGH STRENGTH EPDXY (MIN. 6 C926) OVER CM S" CMU BLOCK EMBEDMENT r i# i FATHER STRIP MOLDING AROUND DOOR T— — -� 1_ 8 CM ------------------ " (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)y" x 9" ANCHOR BOLTS w/ 2" GALVANIZED STEEL TRACK BRACKETS WASHER SET IN 5IMP50N or U5P HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'5 SPECIFICATIONS I' MIN. 5LIDE VERHEAD GARAGE DOOR (BY OTHERS) ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT SECTION ALVANIZED STEEL VERTICAL TRACK 3 A (BY OTHERS - INSTALLED PER SCALE: 3/4'=1'-0' SCALE: 3/4'=1'-0' SCALE: N.T5 MANUFAGTURER'5 SPECIFICATIONS) A R C H IT E C T S Desi roump 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#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/12OR1 PAGE: SECTIONS/ DETAILS DATE: 6/12/18 I SCALE: 1/4"=1'-0" SHEET m SUBDIV. & LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/12OR1 PAGE: SECTIONS/ DETAILS DATE: 6/12/18 I SCALE: 1/4"=1'-0" SHEET BATT OR BLOWN -IN INSULATION MINGLES OR TILE (PER BLDR) SHINGLES OR TILE (PER BLDR) REFER TO DETAIL I/D2 FOR GABLE (R -VALUE PER ENERGY CALCS) OVER 030 FELT PAPER (OR APPROVED OVER #30 FELT PAPER (OR APPROVED X -BRACING REQUIREMENTS PRE-ENGINEERED ROOF TRU55 EQUAL) INSTALLED PER SECTION R905 OF EQUAL) INSTALLED PER SECTION R905 OF RE -ENGINEERED THE FBCR, 6TH EDITION (2011) THE FBCR, 6TH EDITION (2011) GABLE ROOF TRUSS TWIST STRAP (PER PLAN DOUBLE TOP PLAT X kT X ,k ?> OVER ROOF SHEATHING (TYPE AND OVER ROOF SHEATHING (TYPE AND 2x4 BLOCKING BETWEEN TRUSSES x �r�� 'x � ATTACHMENT METHOD PER 'NAILING ATTACHMENT METHOD PER "NAILING AT FIRST (2) BAYS SCHEDULE') SCHEDULE' (4'-0' O.C. 6 SHEATHING SEAMS) METAL DRIP EDG iiia° 2x6 SUB -BAN 8" GYPSUM BOARD OR' NIGH METAL DRIP EDGE STRENGTH CEILING BOARD 2x6 SUB -BAN G AIL VENTED TIFFBAGK AT ALL UPRIGHTS IMPSON SP2 (USP 5PT24) EVERY J ALUMINUM SOFFIT I: VENTED ALUMINUM SOFFIT OVER 4'-l0" NIGH 12 x 2' WOOD SCREWS EXTERIOR BEARING STUD. (AS PER TRUSS ENGINEERING) ALL SPACER FOR CONDITIONS WHERE TRUSS AND PER PLAN ONT. 2x4 RAT -RUN ATTACHED TO PER PLANS STUD LINE-UP, USE A SIMPSON MICA = , (USP RT16A) DOUBLE TOP PLAT EACH TRUSS w/ (2) 12d NAILS 2x4 STUDS 6 16 O.C. INSTALLED @ MID -POINT OF TRUSS = WINDOW HEADER ALL INSULATION 1, SPAN or 10'-0" O.C. MAX - TEXTURED CEM NTITIOUS COATING MIN. _ - s E 2x8 LOCKING N ., B (SIZE PER PLA (R -VALUE PER ENERGY CALCS) 1,_ I, ATTACHMENT (PER ASTM C926) OVER PAPERBACK ,�—$ATT OR BLOWN -IN INSULATION � a) -. SECURED w/ (3) 12d a` TEXTURED GEMENTITIOUS COATING MIN. - WINDOW (PER PLAN) OVER APPROVED (R -VALUE PER ENERGY CALCS) EXPANDED METAL LATH, - NAILS EACH EN (PER ASTM C926) OVER PAPERBACK PER MFR. SPECIFICATIONS 2 -LAYER WATER RESISTANT BARRIER, OVER EXPANDED METAL LATH, OVER APPROVED WALL SHEATHING (TYPE AND ATTACHMENT �r,.. ECURE 2x4 TO DBL TOP PLATE w/ %8" x 6' ° 2 -LAYER WATER RESISTANT BARRIER, OVER METHOD PER 'NAILING SCHEDULE')-- - THRU-BOLTS Q 32' D.C. MAX, then SECURE GABLE WALL SHEATHING (TYPE AND ATTACHMENT ---WINDOW SILL v'a TO 2x4 w/ 12d NAILS 6 8" O.C. MAX i 1/2 METHOD PER 'NAILING SCHEDULE')— WALL INSULATION or - EXTERIOR BEARING STUDS (R -VALUE PER ENERGY CALCS SECURE GABLE TO DBL TOP PLATE w/ 5IMP50N ----DRYWALL CONTINUOUS 2x4 w/ (4) 16d NAILS a TOP SIZE AND SPACING PER NOTE 121 L P 4, [ WINDOW HEADER HGA10 Q 24" O.G. MAX OF FLOOR TRUSS (TOP 2x4 SUPPORTS UNDER CATEGORY TIMBER ON BOTTOM PLATE OF 2nd FLOOR WALL) -- ALL C` GENERAL NOTES SHEET GN)] (SIZE PER PLAN for EQUIVALENT INSTALLED PER MFR'S SPECS) WALL MOUNT RAIL BLOCKING or SHEATHING MUST NOT BREAK WITHIN T4G SUBFLOOR (ATTACHMENT SECURE GABLE TO DBL TOP PLATE w/ 5IMP50N METHOD PER NAILING SCHEDULE") 1'-4" MIN. FROM 2nd FLOOR LIN MSTA24 Al 32' O.C. MAX FRAME WALL SECTION — GABLE ROOF (or EQUIVALENT INSTALLED PER MFR'S SPECS) RAILING DETAIL CONTINUOUS 2x6 w/ (6) 16d NAILS - 3 SCALE: 3/4'=1' SCALE: N.T.S. BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 RE -ENGINEERED FLOOR TRUSS IS A NAILER FOR WALL SHEATHING 7B - NOTE: BATT OR BLOWN -IN INSULATION SHINGLES OR TILE (PER BLDR) A ° GYPSUM BOARD OR 2' NIGH (R -VALUE PER ENERGY CALCS STRENGTH CEILING BOARD HANDRAILS WITH A CIRCULAR CROSS PRE-ENGINEERED ROOF TRUS OVER #30 FELT PAPER (ORAPPROVED PLASTIC OR METAL WEEP SCREE MBEDDED STRAP HANDRAIL SECTION SHALL HAVE AN OUTSIDE EQUAL) INSTALLED PER SECTION R905 OF GONG. FILLED U -BLOCK w/ (PER PLAN) DIAMETER OF AT LEAST 1 INCHES (32 MM) DOUBLE TOP PLAT / THE FBCR, 6TH EDITION (2011) lU #5 CONTINUOUS REBAR RECAST LINTEL AND NOT GREATER THAN 2 INCHES (51 MM), x u k u k' - IF THE HANDRAIL IS NOT CIRCULAR, IT (� x' `� :x h' x k �!) OYER ROOF SHEATHING (TYPE AND WINDOW (PER PLAN), J (SIZE AND REINFORCEMENT 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 2x6 SUB -BAN SCHEDULE") SPECIFICATION MAAX GREATER THAN 6 4 INCHES (160 MM) WITH VENTED A MAXIMUM CROSS SECTION OF DIMENSION ALUMINUM SOFFIT MiN. IL -T OF 2 4 INCHES (51 MM). EDGES SHALL HAVE J" TEXTURED CEMENTITIOUS COATING MIN. "GYPSUM BOARD OR" NIGH ALL INSULATION A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). (PER ASTM C132(o) OVER PAPERBACK i STRENGTH CEILING BOARD _ EXPANDED METAL LATH, OVER APPROVED IMPSON 5P2 (USP 6PT24) ,@ EACH 2X8 STUD PRECAST OR POURED IN (R -VALUE PER ENERGY CALCS) j n 2 -LAYER WATER RESISTANT BARRIER, OVER 000# UPLIFT CONNECTOR PLACE SILL (PER BLDRGYPSUM WALL BOARD WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER "NAILING SCHEDULE" ' TEXTURED CEMENTITIOUS 1) #5 REBAR VERTICALLY IN FULL WALL COATING MIN. (PER ASTM GONG. POURED CELL 2x8 SYP 02 WOOD STUDS 12' O.C. MAX C92(o) OVER GM I'I,, (LOCATION PER PLAN) THE CLEAR SPACE ! �' P.T. FURRING STRIPS 16' O.C. BETWEEN THE Y" DIAMETER ANCHOR BOLT ^ 'I 4 HANDRAIL AND THE 12' O.C. MAX w/ T EMBEDMENT k 8' CM WALL SHALL BE 1 y" w/ 2° DIAMETER WASHER ` IM GYPSUM WALL BOARD 2 OD BASE i �� 2x8 SYP #2 WOOD STUDS 6 12' O.G. MAX IMPSON SPI (USP 5PT22) {~ , 42' KNEEWALL 6 EACH 2x8 STUD 7B k 1) COURSE TIE -BEAM POURED SOLID w/ WA2 CONCRETE w/ (l) 15 REBAR HORIZONTALLY ONCRETE SLAB J - PRECAST LINTEL (SEE FOUNDATION PLAN FOR SIZE CONTINUOUS HANDRAIL - - = .- - AND REINFORCEMENT) 34' MIN. TO 38' MAX AFF. WINDOW (PER PLAN), (SIZE AND REINFORCEMENT XTERIOR WALL FOOTING o ATTACHMENT PER MFR. j PER PLAN) (SEE FOUNDATION PLAN FOR SIZE W Z SPECIFICATION FRAME ON BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) j 1STAIR HANDRAIL o� Two STORY SCALE: 3/4'=P-0' 4A a Two STORY SCALE: 3/4'=1'-0' z ,,, PRECAST OR POURED IN ' PLACE SILL (PER BLDR ��---- Lu 2 TEXTURED GEMENTITIOUS ALL INSULATION 16d NAILS ,s 8' O.C. MAX g" TEXTURED CEMENTITIOUS COATING MIN. (PER o COATING MIN. (PER ASTM 2x4 BLOCKING a1 EACH BRACE. TOENAIL — ASTM C926) OVER PAPERBACK EXPANDED METAL ° ` C926) OVER GM -.� (R -VALUE PER ENERGY CALCS) ONTINUOUS 2x4 w/ (4) 16d NAILS TOP Q Q " OVER APPROVED 2 -LAYER WATER RESISTANT o GYPSUM WALL BOARD INTO TRUSS w/ (4) 16d NAILS EACH EN LATH, Q OF FLOOR TRUSS (TOP 2x4 SUPPORTS v spa" TSG SUBFLOOR (ATTACHMENT BARRIER, OVER WALL SHEATHING (TYPE AND BOTTOM PLATE OF 2nd FLOOR WALL) 4" P.T. FURRING STRIPS 16" O.C. ATTACHMENT METHOD PER "NAILING SCHEDULE")s METHOD PER "NAILING SCHEDULE' _ �4' T4G SUBFLOOR (ATTACHMENT (i 1) 05 CONTINUOUS REBAR 16' O.C. MAX, IN EXTERIOR BEARING STUDS METHOD PER 'NAILING SCHEDULE") f� CONCRETE POURED CELL 8d RING SHANK NAILS s 4" O.G. [SIZE AND SPACING PER NOTE c� (VERIFY PER PLAN) MAX INTO BLOCKIN #21, UNDER CATEGORY TIMBER - n, z z j OOD BASE ON GENERAL NOTES SHEET GN)] V` PRE-ENGINEERED FLOOR TRUSS Q ° ° PRE-ENGINEERED FLOOR TRUS - ^ r z IMIN.2!N5LAB) EMBEDDED STRAP ONTINUOUS 2x6 w/ (6) 16d NAILS o ! - REBAR 46' LONG w/ 6' NOOK ------------ BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 I 2x4 BRACE 6 48' O.C. w/ (5) 12d NAILS 7B (or EQUIVALENT) r7B IS A NAILER FOR WALL SHEATHING) -—_s 24' O.C. (MIN. 24' IN SLAB) - W (PER PLAN) WA2 EACH EN ' GYPSUM BOARD OR' NIGH F - 4" CONCRETE REINFORCED w/ FIBERMESH AT STRENGTH CEILING BOAR '::: - ' TEXTURED CEMENTITIOUS - _ z LUA RATE OF .15lbs PER CUBIC YARD ON 6 -MIL COATING MIN. (PER ASTM o POLY ETHYLENE VAPOR BARRIER ON WELL CONC. FILLED U -BLOCK w/ C926) OVER CMU - $' GYPSUM BOARD OR NIGH " - •' • STRENGTH CEILING BOARD COMPACTED CLEAN TERMITE TREATED FILL - �-- (1) 05 CONTINUOUS REBAR -w NOTE: W 6 6 6 6 —l3) #5 REBAR ON CHAIRS STRUCTURAL SHEATHING MUST NOT ONG. FILLED U -BLOCK w/ m o 21-011 BREAK WITHIN 1'-4' MIN. FROM 2nd (l) 15 CONTINUOUS REBAR PERPENDICULAR FLOOR TRUSS CONNECTION FLOOR LINE OPEN TO ABOVE WALL SECTION 2 SCALE: 3/4'4-0' PARALLEL TO BLOCK TO BLOCK 2 Two STORY SCALE: 3/4'=1'-0' A R C H I T E C TS Des2Grouo-n . 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#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/12OR1 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA i� i ROLAND A. ABO HACRA AR NO 93723 mommm- DATE: 6/12/18 SCALE: 1/4"=1'—O" 1 SHEET ]E) A ommismRF4 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/12OR1 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA i� i ROLAND A. ABO HACRA AR NO 93723 mommm- DATE: 6/12/18 SCALE: 1/4"=1'—O" 1 SHEET ]E) A MSTCM40 1116' O.S.B. SHEATHING OR ( INSTALLED ON TOP OF 1/2' COX PLYWOOD WALL SHEATHING ----------------- x EXTERIOR WALL A STUDS 2x4 BOTTOM PLATE PLAN VIEW — 2x4 WALL MSTCM40 (INSTALLED ON TOP OF 1/16' O.SB. SHEATHING OR WALL SHEATHING 1/2' CDX PLYWOOD 2X6 EXTERIOR WALL A STUDS ' 2X6 BOTTOM PLATE PLAN VIEW — 2x6 WALL EXTERIOR STUD WALL — OUTSIDE CORNER MSTCM40 ( INSTALLED ON TOP OF WALL SHEATHING SCALE: N.T.S. 1/16' O.SB. SHEATHING OR 1/2' CDX PLYWOOD s - 2x4 EXTERIOR WALL _..k .. STUDS 2x4 BOTTOM PLATE PLAN VIEW — 2x4 WALL MSTCM40---\ (INSTALLED ON TOP OF WALL SHEATHING 1/16' 0.5B. SHEATHING OR 1/2' CDX PLYWOOD —2X6 EXTERIOR WALL STUDS 2X6 BOTTOM PLATE PLAN VIEW — 2x6 WALL EXTERIOR STUD WALL — INSIDE CORNER SCALE: N.TS. 1116' 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 Y' 1/16' 0.55. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (16) ibd 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' HTT-4 SECURED TO STUD W/ (20)10d X INAILS PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) 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: N.T.S. 2X EXTERIOR WALL STUDS ELEVATION VIEW A SCALE: KTB. F MASONRY WALL ELEVATION VIEW B SCALE: N.T.S. 2X EXTERIOR WALL STUDS SECOND FIN. FLR TOP OF WALL FOR PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) NTT -4 SECURED TO STUD W/ (20) 10d X 1 J' NAILS 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) FOUNDATION (PER PLAN) J' T t G %%FLOOR GLUED NAILED AS PER NAILING SCHEI DBL. 2x4 BOTTOM P 2x4 EXTERIOR WALL S 1/16' O.SB. SHEATHING OR 1/2' PLYWOOD ' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE 2X6 BOTTOM PLATE 2X6 EXTERIOR WALL STUDS 1/16' O.SB. SHEATHING OR 1/2' CDX PLYWOOD DBL. STUD REQUIRED W/ 2x4 WALL 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD SECOND FIN. FLR TOP OF MASONRY WALL SOLID BLOCKING REQUIRED UNDERNEATH STUD PLAN VIEW — 2x4 WALL PRE-ENGINEERED FLOOR TRUSS CONC. FILLED LINTEL BLOCK W/ (1) '5 CONTINUOUS REBAR HTT-4 SECURED TO STUD W/ (20)10d X 1 J' NAILS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) PLAN VIEW — 2x6 WALL C ELEVATION VIEW SCALE: V.S. EXTERIOR STUD WALL — PERPENDICULAR TO BLOCK SCALE: V.S. -ENGINEERED FLOOR TRUSS IC. FILLED LINTEL BLOCK W/ (l) w5 ITINUOUS REBAR -4 SECURED TO STUD W/ (20)10d NAILS A.T.R. IN HIGH STRENGTH EPDXY .1' EMBED) 2X EXTERIOR WALL STUDS NTT -4 SECURED TO STUD W/ (20)10d X 1 J' NAILS PRE-ENGINEERED FLOOR TRUSS 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) CONC. FILLED LINTEL BLOCK W/ (1) "5 CONTINUOUS REBAR A R C H I T E C TS Desn Guoronc. LONGWOOD, FL 32750 PH: 407-77"078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � e. N -z ELEVATION VIEW A SCALE: KTB. F MASONRY WALL ELEVATION VIEW B SCALE: N.T.S. 2X EXTERIOR WALL STUDS SECOND FIN. FLR TOP OF WALL FOR PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) NTT -4 SECURED TO STUD W/ (20) 10d X 1 J' NAILS 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) FOUNDATION (PER PLAN) J' T t G %%FLOOR GLUED NAILED AS PER NAILING SCHEI DBL. 2x4 BOTTOM P 2x4 EXTERIOR WALL S 1/16' O.SB. SHEATHING OR 1/2' PLYWOOD ' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE 2X6 BOTTOM PLATE 2X6 EXTERIOR WALL STUDS 1/16' O.SB. SHEATHING OR 1/2' CDX PLYWOOD DBL. STUD REQUIRED W/ 2x4 WALL 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD SECOND FIN. FLR TOP OF MASONRY WALL SOLID BLOCKING REQUIRED UNDERNEATH STUD PLAN VIEW — 2x4 WALL PRE-ENGINEERED FLOOR TRUSS CONC. FILLED LINTEL BLOCK W/ (1) '5 CONTINUOUS REBAR HTT-4 SECURED TO STUD W/ (20)10d X 1 J' NAILS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) PLAN VIEW — 2x6 WALL C ELEVATION VIEW SCALE: V.S. EXTERIOR STUD WALL — PERPENDICULAR TO BLOCK SCALE: V.S. -ENGINEERED FLOOR TRUSS IC. FILLED LINTEL BLOCK W/ (l) w5 ITINUOUS REBAR -4 SECURED TO STUD W/ (20)10d NAILS A.T.R. IN HIGH STRENGTH EPDXY .1' EMBED) 2X EXTERIOR WALL STUDS NTT -4 SECURED TO STUD W/ (20)10d X 1 J' NAILS PRE-ENGINEERED FLOOR TRUSS 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) CONC. FILLED LINTEL BLOCK W/ (1) "5 CONTINUOUS REBAR A R C H I T E C TS Desn Guoronc. LONGWOOD, FL 32750 PH: 407-77"078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �000000000� SUHDIV. de LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 12OR1 PAGE: SECTIONS/ DETAILS ARCHITECT= STATE OF FLORIDA /L [R(OL D A.. AOUCCHACRA AR NO 93723 DATE: 6/12/18 SCALE: 1/41$=l _W$ SHEET NOTE: ECURE EACH KING STUD TO TOP PLATE w/ STRUCTURAL SHEATHING MUST NOT SIMPSON SP4 or USP SPT4 BREAK WITHIN 1'-4' MIN. FROM 2nd (FOR 24 WALL USE SIMPSON 5% or USP SPT(o) FLOOR LINE EXTERIOR BEARING STUDS -ENGINEERED TRUSSES w/ TRUSS PRE-ENGINEERED ROOF TRUSS_ -- [SIZE AND SPACING PER NOTE "21, CONNECTOR (VERIFY w/ TRUSS PLAN) UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] - OUBLE TOP PLATE CONTINUOUS 2x4 w/ (4) lbd NAILS 0 TOP -- _: RIPPLE STUDS a 16' O.G. MAX �I'I"III'I OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2nd FLOOR WALL \000000000 ING STUDS SIMPSON MT512 or USP MTW12 - ~-`- (SEE 'MINIMUM WALL AND HEADER STUD 2x DOUBLE TOP PLAT TO LEDGER is 24' O.C. --_ `- '- REQUIREMENTS' CHART ON FRAMING PLAN PRE-ENGINEERED ROOF TRUSSES --�---- RE -ENGINEERED FLOOR TRUSS HEADER FOR DETAILS AND SPECIFICATIONS) or :: (SIZE PER PLAN) .. ECURE JACK STUDS TO HEADER CONVENTIONALLY -FRAMED DOUBLE 2x6 LEDGER w/ 51MP50N or USP LSTA12 RAFTER SECURED TO TRUSS w/ %8' x 5' (EACH SIDE OF OPENING) LAG SCREWS is 24' O.C. MAX BEDDED STRAP JACK SCUDS CONTINUOUS 2x6 w/ (6) ibd NAILS a (PER PLAN) IEEE 'MINIMUM WALL AND HEADER STUD BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 CAST LINTEL REQUIREMENTS' CHART ON FRAMING PLAN IS A NAILER FOR WALL SHEATHING (SIZE AND REINFORCEMENTFOR DOOR / WINDOW DETAILS AND SPECIFICATIONS) PER PLAN) OPENING EXTERIOR BEARING STUDS 021,(: --/, [SIZE AND SPACING PER NOTE UNDER CATEGORY LIMBER ON - LEDGER CONNECTION AT FLOOR TRUSSPE . ; :. 1 PERNDICULAR SCALE: 3/4'•I'-0' ' %" A� GENERAL NOTES SHEET GN)] - ECURE EACH JACK KING STUD ROOF SHEATHING (TYPE AND '---'- i t0 BOTTOM PLATE w/ SIMPSON 5P4 ATTACHMENT METHOD PER NOTE: O or USP SPT4 'NAILING SCHEDULE' STRUCTURAL SHEATHING MUST NOT BREAK WITHIN 1'-4' MIN. FROM 2nd i ^ - 2x BLOCKING UNDER WALL STUDS, SECURED BETWEEN ECURE BOTTOM PLATE t0 SLAB w/ FLOOR LINE XTERIOR BEARING STUDS x 9' ANCHOR BOLT w/ 2' WASHER TRUSS BAYS w/ (3)12d NAILS e EACH PRE-ENGINEERED ROOF CRUS _: ---� [SIZE AND SPACING PER NOTE "21, � � : � ;- - � SET IN SIMPSON HIGH STRENGTH 2x STUDS SPACING PER PLA = UNDER CATEGORY TIMBER ON / - EPDXY (OR EQUIVALENT) 6 -� _ GENERAL NOTES SHEET GN)] . _..------_-__-.. _ - EMBEDMENT MIN. a 32' O.C. MAX MTS12 EVERY STU f 2x BOTTOM PLAT EXTERIOR WINDOW DOOR OPENING IN FRAME WALL DORMER ATTACHMENT SIZE ANp SPACING OF STUDS PER PLAN SIMPSON MTS12 or USP MTW12_ - - --�--- --- 4 SCALE: 3/4'=I'-0' 6 Two STORY SCALE: 3/4'=1'-m' TO LEDGER 0 24' O.C. -�_ -ENGINEERED FLOOR TRUSS DOUBLE 2x6 LEDGER SECURE EACH KING STUD t0 TOP PLATE w/ SIMPSON SP8 or USP SPTS SECURED TO TRUSS w/ %$' x 5' SIMPSON SP4 or USP SPT4 0 TOP 4 BOTTOM LAG SCREWS 6 32' O.C. MAX - (FOR 2x6 WALL USE SIMPSON SP6 or USP SPT(o) MBEDDED STRAP - (PER PLAN) -ENGINEERED TRUSSES w/ TRUSS -PRE-ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) CONNECTOR (VERIFY w/ TRUSS PLAN) - -PRECAST LINTEL (SIZE AND REINFORCEMENT TOP PLATE if 7 HEADER —DOUBLE TOP PLATE PER PLAN) RIPPLE STUDS 0 16' O.C. MAX •••• (SIZE PER MAN) UNG STUDS SIMPSON or USP M5TA24 LEDGER CONNECTION AT FLOOR TRUSS, (SEE 'MINIMUM WALL AND HEADER STUD EACH JACK STUD 2 PARALLEL SCALE. 3/4 I 0 HEADER (SIZE PER PLAN) REQUIREMENTS CHART ON FRAMING PLAN 2x8 SYP "2 WOOD STUDS a 12 O.C. MAX. ' FOR DETAILS AND SPECIFICATIONS) WALL SHEATHING TO BE WITHIN �' OF ECURE JACK SCUDS t0 HEADER WINDOW/DOOR OPENING. WALL SHEATHING w/ SIMPSON or USP LSTA12 MAX (TYPE AND ATTACHMENT METHOD PER NOTE: 1/16' O.S.B. SHEATHING OR 1/2' CDX (EACH SIDE OF OPENING) OPENING 48' 'NAILING SCHEDULE') SHEATHING MUST NOT BREAK AT PLYWOOD CONTINUOUS TO BLOCK JACK STUDS JOINT OF WALL AND INTERSECTING CONT. 2x4 W/ (4) I&D NAILS 0 TOP OF (SEE 'MINIMUM WALL AND HEADER STUD 2) JACK STUDS 4 (2) KING STUDS a EACH ROOF DECKING. FLOOR TRUSS DOOR /WINDOW REQUIREMENTS CHART ON FRAMING PLAN SIDE OF OPENING (TOP 2x4 SUPPORTS BOTTOM PLATE OPENING FOR DETAILS AND SPECIFICATIONS) JACK STUD ASSEMBLY TO BE SECURED OF 2ND FLOOR)XTERIOR BEARING STUDS ONE PLY AT A TIME. USE 12d NAILS, (2) l/I6' O.S.B. SHEATHING OR 1/2' CDX [SIZE AND SPACING PER NOTE 021, WITHIN 6' FROM EACH END 4 NO MORE 2X EXTERIOR STUDS '� PLYWOOD OVER PRE-ENGINEERED l �, - UNDER CATEGORY LIMBER ON THAN 12 O.C. STAGGERED ROOF TRUSSES -- - -_ - - - is GENERAL NOTES SHEET GN)] NOTE: ROOF - - '= JACK STUD ASSEMBLY TO BE �� CONDITIONS MAY 0 SECURED ONE PLY AT A TIME, USE 12d VARY �: - ; - NAILS (2) WITHIN 6' FROM EACH N 4 - E END NO MORE THAN 12' O.C. STAGGERED SECOND FIN. FLR �� ���� INDOW SILL w/ CRIPPLE STUDS s 16' O.C. ECURE EACH JACK 4 KING STUD - TO BOTTOM PLATE w/ SIMPSON SP4 'DIAMETER ANCHOR BOLT � 12' O.C. MAX w/ l EMBEDMENT w/ 2 DIAMETER or USP SPT4 Al; WASHER TOP OF WALL �� ! HEATHING TO LAP TO TOP OF SIMPSON or USP MSTAM24 a EACH JACK '- " - = MASONRY WALL. RSECURED SHEATHING MUST NOT BREAK 1'-4' MIN. w/ (3) Y' x I %4' TAPCONS TO • ~� • -�� FROM 2ND FLOOR LINE • . CMU w/ MIN. 2' COVER 4 2' APART PRE-ENGINEERED CONT. 2x6 w/ (6) lbd NAILS �'` 2x8 BOTTOM PLATE FLOOR TRUSSES BOTTOM OF FLOOR TRUSS - _ (BOTTOM 2X615 FOR WALL - _.- -- - -- BEARING CONDITION SHEATHING NAILER) (PER PLAN) TYPICAL PRECAST LINTEL ROOF TO SECOND FLOOR WALL5 EXTERIOR WINDOW DOOR OPENING IN FRAME WALL ,� WINDOW OPENING IN 2 -STORY WALL 3 PARALLEL SCALE: 3/4'■1'-0' Two SToRY SCALE: 3/4'■I'-m' Two STORY SCALE: 3/4'•1'-0' A R C H I T E C T S Desi n rou 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �I'I"III'I \000000000 E 8E 0 r C SUBDIV. & LOT: KENSINGTON RESERVE (LOT#120) MODEL.- LARGO ODEL:LARGO (VERSION#01) PROJECT: 02997.000 12OR1 PAGE: SECTIONS/ DETAILS DATE: 6/12/18 SCALE: 1/4"=1'-0" SHEET Do Ryan Homes -Openings Vendor: 84 Lumber Vendor dumber: 00619 Windows - Sliding Glass Doors - DOUBLE PANE LOW E Sildipq Glass:Doors Vinyl FL i Windows 14634 !0432426 • EA 12/0 X 8/0 DOOR SGD POCKET ALUM (WHITE) W/SCRN 1431/2" X 951/2" -TO 1901 2" 16100 L0369270 EA 26 TW 1/2 EYEBROW WDW VINYL SH WHT W/GR & SCRN 741/2" X 95" 14634 16100 _ _ . _ __. _ _. L0367192 _ 4444 I EA 1411.4144 __ _. _ _._ _ ...1111 ..._ ---. _ _ .. _ . _......... .. ..... .... 1 26 TW W/ARCH I WDW VINYL SH W/GR & SCRN .... ..-. 4 . .. _ I— 1 741/2" X 76" _ _ .. . 1. ... —. _ . 1 L0434206 EA 12/0 X 8/0 OXXO DOOR SGD ALUM (WHITE) W/SCRN 147" X 961/2" 14634 ... ... 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E A I _ _ _ 4 1 6 3 I _ _ _ _ _. _ ___ , .. TRANSOM VINYL WHT W S GR I _ / .,, .. - ....__.. 1444. .. 11 11 55 X 1 6 _ 4444 ., 4144 _ N tl 54 5 1 X 1 ... __ _ _ 16100 .. L0310640 __ _. EA _ . _ . 1144.., I 25 TW 1/2 EYEBROW I WDW VINYL SH WHT W/GR & SCRN _.. ... _. I 741/2" X 75" 4441_ .. - .. 1444.. _ _......_.. 4144_ ... 16104 !029546 3 _ . . _ _ EA 1 4620 __ . .. ._ _. TRANSOM VINYL WHT W/GR ___ 1444 ... _ _.. I 55"X 25" I 54" X 24" 16100 1444 ,. 4444_ L0300839 - ............ _ 1444 4444»....._.._.._ 1444 _ .. .. _ ._,..... _ -- I 25 TW W/ARCH I WDW VINYL SH W/GR SCRN µ 1 741/2" X 67" 16104 _ L0354135 I EA ^1 _ , 4626 ARCH ... ........ _ . . _ 1 TRANSOM VINYL W/GR .. . , I SS"X 34" .. .. .._ 1 54" X 34" 16100 !0295457 .. 1 EA _& - _ _ _ . 25 TWIN .--- I WDW VINYL SH CLEAR NO GR W/SCRN - I _ . .._....w.w, .._...._..,..., _ ..._ _ 1114_ _ _ 741/2" X 63" _ .,�.._ _ .,W....,.._rt_..__.__ 4-4- , ._ . _ ._4114_ _ _ ...__w__..__.._.,_,_�..-._..w_»__.._.� µ...�,._..__,.._. 16104 _. L0354131 ... _.. _. EA .. w _ 4444 1 5016 1444.. 4144_ ..............._.. 4444... _ 1 TRANSOM VINYL W/GR ......., 4444._ ._ 1444_ 4441 _ _ 1 61" X 19" - ._ . 1 1 ... , 4441.. .. . 4444... _ 60" X 18" .... .. -4444 16103 .. .. .. .. L0317305 .....,... ___ I EA .. .. __ 4444. .____..__._._.., ....._.,...._...... �_ ......_.-1441._ .._ 4444_. .. -- --- . _ .. _._..._..«_ 25 W/1/2 RD I WDW VINYL SH W/GR & SCRN 38" X 86" _ I-..._ 4114-, .- 4 414__. 4414__ ._ _ 4 44 4 . _. _1144_. , ..,»__..._.___.._. . « , _ ,. _ _ , 1444 ., , , _ , . 4444.. . .. ... .. 4444_ . ... « ,. , , 1444.. .. ... .,. .. Doors _4444 4444 -_ 4444. ., ,.. 4444 4444. .. 4414. 4144 ... , ,., .. ,. 1444 .. .. 16203 !0369490 EA...1 .. .26 .. 1 WDW VINYL SH CLEAR NO GR W/SCRN -.. ... I 3$" X 72" ........ . 1144, ....,.., 4414.. 1141 ....__..___ I 1441 4444._»... __ 16103 .. _. .. ... 10295459 .-1444.. -.. EA _.. _.. 1444 1441. 1144 1444... 1444. 4144 1414 ....._._._ .. �_._ .._...... 1441 _ _.. 4414.., 4444.._ 1 26 ARCH TOP I WDW VINYL SH W/GR & SCRN 38" X 76" L . _ . _ 1444... .. 4144. I - _ _ 4444 .. 4444 ... ,..._... _ 4444 _1444.., 4444 _ EA __I 2/8 6/8 i Door „L 35 5/8" X 831/16" 1 341/8" X 82 5/16" . ._ ..._- . ._ .. . . 16103 4444 _ ....... 10361749 • .. ... EA 4414.1 _ ... 1444. _., ... .. 1444 4441 _ --.1.1-- , --11-111 .............. 4414... ....._.- 4441 _ _ I 26 TMP W/1/2 RND I WDW VINYL SH W/GR & SCRN .. 1444.. . _ 4414. 1414 , . _ _ __ _ 1 38" X 95" _ _. _, .._ 4444 1444,_. _. _ 4444. _ - - 1 _ .. 1111. __ _ . 1414 . .. _ .. 4444 . _ _ 4444 _. 4444 _ _ . ... ,. .- .. . ... .. .. _ - EA 1 3/0 6/8 1 Door I 395/8"X831/16:: I 381/8" X 82 5/16" _._ . _ _ _11 16100 L0434442 I EA _ . _.. _. _...__.. _ , ._ _ _.-4414._ 1 26 TRIP I WDW VINYL SH CLEAR NO GR W/SCRN . ............... ... _,....... I 111" X 72" _ _ 4441 .___...___ ......_. 1114. ... ._ I _. 1441.4444._ .__ __._..._.,...... 1­1­111I'll­111 " " 0 Door 3. 5 X 1 1 34 8 X EA 2 8 8 00 8 99 6 1 98 5 16 I I I .. 4444_ _.. _ _ . _... 4444 _.. 4441 ...._...... ..._.._. _.. _ 4444 ,.. 4441 ,.- _ 4444 .. _ . ... 4444 .. 1414.. :I .-_.__... .. ... 1114_ _.. __ _. 1441 ... . _. __...... - _ 4444.., ,, 1444 . _ 1114. __ 4111.4411._ _ _.. 1441... 1444 ... 1____--- 3�0.8� .._....._.., 4414. 4414 . ................1 4441_, 4444_.. Door . .._ .,. ,._ ._......_. _. 4444 �......__ - 39 5/8" X 991/16" 4414 �. 381/8" X 98 5/16",.1 4444. 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 � \DDODOOOOOJ E 8H m O t C SUHDIV. as LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/120R1 PAGE: WINDOW SCHEDULE DATE: 6/12/18 SCALE: 1/4"=1'-0" 1 SHEET D 7 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO 5E WIRE TIED TO LATH s 9" O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY 5E USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE 5PACED 10 1' O.C. MAX VERTICALLY LATH SHALL NOT 5E CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER A5TM C1063 1.10.1.4 NOTE: 1. FASTENERS FOR LATH TO 5E NAILS OR STAPLES IN COMPLIANCE W/ A5TM 01063 2. WIRE TIES TO 5E (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO I WALL 5TUD5 REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH 1 APPROX. 6' LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION 'OR LE55 PIPE PENETRATION --� STARTING WITH THE 60770M HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH I IN HALF (LENGTH WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO F012P1 FLASH WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH I TO THE 50?70M HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER F5C 8103.1.1 TO GAP MIN. 6' TO a' 6TO a' EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM 0'32(o -12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL 3 eG41.E: Kt°�. J' THICK, 3 COAT CEMENT PLASTER WR5 LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED 61' (VERT.) O.C. MAX AT SUPPORTS WR5 LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6' TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD 1 TYPE "M" CONTROL JOINT sc."s KTs. NOTE: APPLY SEALANT AT 'M' CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR 5U55LE5. TAKE SECOND PIECE OF FORM FLASH 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRE55ED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WR5 LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WR5 LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH 1 CONFORMABLE AIR/VAPOR 5ARRIER TAPE DIRECTLY TO SHEATHING SECTION LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FIN15H (SEE TYP WALL SECTION) NOTE- SIDE OTE-SIDE LAPS OF METAL PLASTER BASES SHALL 5E SECURED TO FRAMING MEM5ER5. THEY SHALL BE TIED 5ETWEEN SUPPORTS WITH 0.0415 -IN. (121 -MM) WIRE AT INTERVALS NOT MORE THAN 9' (229 -MM). A5 PER ASTM 01063 1.8.1. NOTE. FOR REPAIR OF TEARS IN WR5 LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STU 5HEATHI z a N 0 0 WR5 #1 TAPED T SHEATHING w/ Wi #2 OVER TOP. Wf 02 TO 5E LAPPE_ VERTICALLY 6' MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1' VERTICAL LAP MIN, LATH VERTICAL LAP TO 5E I" MIN. LAP • HORIZONTAL LATH & PAPER DETAIL SIDING FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 eQU: KTA WOOD SHEATHING WATER RE515TIVE 5ARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUR SPECS) WEEP 5CREED STARTER STRIP (PER MANUR SPECS) MINIMUM CLEARANCE (PER MANUR SPECS) 5'X1' CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL -ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP "L" FLASHING 4 SCALE: KTA NOTE: APPROVED 5UILDING WRAP SHALL 5E LAPPED A MINIMUM OF 6" 6 VERTICAL LAPS (ROLL ENDS) 4 6' -9 HORIZONTAL LAPS. METAL LATH TAPE WR5 LAYER #1, 5TUCCOWRAP COR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL STUCCO $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING LEGEND DRAINAGE PLANE (WR5 LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL) WR5 LAYER #2 (FORTIF15ER 5UILDING PAPER OR APPROVED EQUAL) METAL LATH X STUCCO X X X WOOD SHEATHING [11/ SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO 5E PER FBC 8103.1.1 / A5TM C-841-0% MIN, 2.5 L55, PER 5Q. YARD (UTILITY OR NOMINA LATH DOES NOT MEET SPECIFICATIONS) WR5: WATER RE515TIVE BARRIER A R C H I T E C T S D esosin Grou��. 1441 N. KUNALU KtAIiM BLVD. LONGWOOD, FL 32750 PH: 407-774078 FAX:407-7744078 www.abdeslgngroup.com AA #: 0003325 SUHDIV. & LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/120R1 PAGE: WALL ASSEMBLY DETAILS ARCHTTECTI, STATE OF FLORIDA RM D a AsouCHACRA AR NO 93723 DATE: 6/12/18 SCALE:1/400=1P-011 SHE�E�T� \000000000 SUHDIV. & LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/120R1 PAGE: WALL ASSEMBLY DETAILS ARCHTTECTI, STATE OF FLORIDA RM D a AsouCHACRA AR NO 93723 DATE: 6/12/18 SCALE:1/400=1P-011 SHE�E�T� ' TH I CK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER 1' MIN. STEP FLASHING FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 3% EXTEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4' O.C. MAX. '1,00 JWf1 WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 y' ABOVE 5HINGLE5 SELF -ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER FA501 A WRAP WRB LAYER *I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP 15 TO BE SET IN CONTINUOUS BED OF SEALANT. ONE -PE ICE HOODED VENT ATTACHED PER MANUF. SPECIFICATIONS APPLY SEALANT AT PERIMETER OF NON-MOVABLE FRAME AND STUCCO ON ALL SIDES, Y' SEALANT s JOINTS ALL AROUND $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) DRYER VENT(FRAME) 6A �: Kt.�. BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL BUILDING PAPER UNDER "QUICK FLASH' VENT PENETRATION UAASCALE: V.S. TEXTURED CEMENTITIOU5 COATING PREMANUF, DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 ALL SIDES DRYER VENTBLOCK B scaE: Krs. PER FBC R-103.11 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 1326-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION APPLY SEALANT AT TOP 4 SIDES OF ELEC. METER BOX AFTER STUCCO INSTALLATION ELECTRICAL CONDUIT PENETRATION SEALANT ON TOP 4 51DE5 ONLY CAVITY TO BE FILLED WITH RIGID POLYMERIC 150CYANATE-POLY5LEND FOAM ('GREAT STUFF' OR SIMILAR) r'_L-4LA5H OPENING WITH PROTECTO FORM FLASH 1 SELF ADHERING FLASHING PER FLASHING METHOD AS DE5CRI5ED IN DETAIL 3 OF WA1 'PIPE PENETRATION DETAIL' APPLY 1 COAT OF 5HER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND D 15CONNECT HORIZONTAL WEEP SCREEI (FRAME TO FRAME HORIZONTAL WEEP SCREE; (FRAME TO BLOCK 2r AI C ►It2 NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP 50REED END TO END JOINTS WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH SELF ADHERING FLASHING APPLY 60 MIN GRADE 'D' FELT OVER 5ELF-ADHERING FLASHING OVER APROVED HOU5EWRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR STEP 4 APPROVED EQUAL) NOTE: ATTACH PER MANUF. SPECIFICATIONS MAKE AN 'X' CUT THROUGH THE PROTECTO FORM FLASH 1 IN THE CENTER OF THE BOX OR OUTLET OPENING EXTENDING TO NO CLOSER THAN V TO CORNER. APPLY E -Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE 'D" FELT -PROVIDE SEALANT AT ALL JOINT5 AND INTERSECTIONS STEP 2 STEP 5 NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C -84l-09, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) PUSH THE PROTECTO FORM FLASH 1 INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX. ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH RTFP R EXTERIOR �REI�E�T��Al�� 9)L�1��TRI�IAI A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 WOOD SHEATHINGWRB LAYER "Z, FORTIF15ER LEGEND WOOD t;r WRB LAYER *I, BUILDING PAPER (OR DRAINAGE PLANE NOTE: CONSTRUCTION 5TUCCOWRAP (OR APPROVED EQUAL) (WRB LAYER *1, 5TUCCOWRAP INSTALL KICKOUT FLASHING(��KICKOUT DETAIL Woop APPROVED EQUAL) METAL LATH OR APPROVED EQUAL AT BOTTOM OF ROOF WALL �, Kth. SHEATHING WRB LAYER *2, WOOD /8' TEXTURED FINISH 6 WOOD WRB LAYER2 INTERSECTIONS CONSTRUCTION FORTIF15ERNFASTEN TO WOOD STRUCTURAL (FORTIF15ER BUILDING PAPER BUILDING PAPER (OR S CMU MEMBER �" O.C. MAX OR APPROVED EQUAL) AREA TO RECEIVE 1 COAT OF 5HER-CRETE _ Y APPROVED EQUAL) �' -� %a" TO %8' MID -WALL LATH X X X X FLEXIBLE CONCRETE WATERPROOFER or 1 WOOD FRAMED $ THICK 3 COAT CEMENT: t: PLASTER _ WEEP SCREEDMETAL " 6' WIDE STRIP SELF STUCCO - a . SCRATCH COAT PRIOR TO ELEC. METER - WALL %a' TO 1/5' MID -WALL ADHERING FLASHING, CLEAN _ _ _ WOOD SHEATHING/// INSTALLATION WEEP SCREED MA50NRY BEFORE APPLYING 5ELF-ADHE5IVE FLASHING 1 (PER 3/WA1) 6' SELF -ADHERING FLASHING TEXTURED FIN15H s MA50NRY ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION APPLY SEALANT AT TOP 4 SIDES OF ELEC. METER BOX AFTER STUCCO INSTALLATION ELECTRICAL CONDUIT PENETRATION SEALANT ON TOP 4 51DE5 ONLY CAVITY TO BE FILLED WITH RIGID POLYMERIC 150CYANATE-POLY5LEND FOAM ('GREAT STUFF' OR SIMILAR) r'_L-4LA5H OPENING WITH PROTECTO FORM FLASH 1 SELF ADHERING FLASHING PER FLASHING METHOD AS DE5CRI5ED IN DETAIL 3 OF WA1 'PIPE PENETRATION DETAIL' APPLY 1 COAT OF 5HER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND D 15CONNECT HORIZONTAL WEEP SCREEI (FRAME TO FRAME HORIZONTAL WEEP SCREE; (FRAME TO BLOCK 2r AI C ►It2 NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP 50REED END TO END JOINTS WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH SELF ADHERING FLASHING APPLY 60 MIN GRADE 'D' FELT OVER 5ELF-ADHERING FLASHING OVER APROVED HOU5EWRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR STEP 4 APPROVED EQUAL) NOTE: ATTACH PER MANUF. SPECIFICATIONS MAKE AN 'X' CUT THROUGH THE PROTECTO FORM FLASH 1 IN THE CENTER OF THE BOX OR OUTLET OPENING EXTENDING TO NO CLOSER THAN V TO CORNER. APPLY E -Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE 'D" FELT -PROVIDE SEALANT AT ALL JOINT5 AND INTERSECTIONS STEP 2 STEP 5 NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C -84l-09, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) PUSH THE PROTECTO FORM FLASH 1 INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX. ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH RTFP R EXTERIOR �REI�E�T��Al�� 9)L�1��TRI�IAI A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 120R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT' STATE OF FLORIDA LLJ "A AR NO 93723 DATE: 6/12/18 SCALE:1/4"=l'-0" SHEET WA2 \0000000001 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 120R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT' STATE OF FLORIDA LLJ "A AR NO 93723 DATE: 6/12/18 SCALE:1/4"=l'-0" SHEET WA2 WOOD SHEATHING WOOD CONSTRUCTION Y4' NAT CHANNEL W/ TYPE 'X' DRYWALL WOOD SHEATHING WR5 LAYER *1, - 5TUCCOWRAP (OR APPROVED EQUAL) $" THICK, 3 COAT — CEMENT PLASTER WR5 LAYER *1 5TUCCOWRAP (OR APPROVED EQUAL) nM. AMICO AM(o6-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR --- SEAL GAP WR5 LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LATER 021 FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER AM(o6-WFWC-180 CUSTOM CA51NG BE (OR APPROVED EQUAL) WR5 LAYER *1, STUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 6' SELF-ADHEREING FLASHING WRAPPED -9 CORNER OF CANTILEVER AMICO AM6(o-WFWC-780 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL CANT. 1 vA BCALE: NTS - FINISH LAYER (2 LAYER PEEL 4 STICK) 6' PEEL 4 5TICK m DRIP EDGE TO DECK 1 Y'XI Y4' P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER (o' PEEL 4 STICK -s DRIP EDGE TO DECK SUB FLOOR FULL SHEETS OF PEEL 4 STICK 1 1v2'X1 Y4" P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y4' GAP FOR BACKER ROD 4 SEALANT 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD ==COMPONENTS PULLED —\ 1 APART FOR CLARITY 11B T.FUND DRAINAGE PLANE (WR5 LAYER *1, 5TUCCOWRAP OR APPROVED EQUAL WR5 LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO . d WOOD SHEATHING_=1T� 5ELF-ADHE5IVE FLASHING VINYL (OR APPROVED - EQUAL) CA51NG BEAD 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CASING BEAD 3' X 3' 26 GA. GALY. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y' MIN. SPACE FROM DRIP FACE TO TREX Y' GAP FOR BACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CA51NG BEAD WEATHER RE515TIVE BARRIER I WEATHER RE615TIVE BARRIER 02 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 CSA. GALY. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y' MIN. SPACE FROM NOTE: METAL LATH: LATH TO BE PER F50 R103.1.1 / ASTM C-847-09, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER WEATHER RE615TIYE BARRIER 02 ' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/SEAM VINYL CORP. (OR APPROVED EQUAL) 4" POSITIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11A LR Pa EDGEINSTALLATION Y4' GAP FOR 5ACKEi;� ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK 5U5 FLOOR DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CASING BEAD 1'X1 Y' P.T. OR SIMULATED WOOD (TREX) WATER PROOFING 1st LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM BALCONY Y4' GAP FOR SEALANT DECK TO CANTILEVER OPT. BACKER ROD 8' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER *1 WEATHER RE515TIVE BARRIER *2 4' POSITIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) ALCONY DRIP EDGE INSTALLATION s4#COMPONENTS PULLED APART FOR CLARITY " THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATH ING a 1' O.C. MAX. �RB LAYER *I, 5TUCCOWRAP ,'OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 12A CORNER HAD 0 FRAME CORNER BEAD (FASTENER 4 SPACING 7' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MASONRY UNIT @LlNIR HAD @ BLOCK COLUMN SHEATHING WEATHER RE515TIYE BARRIER I WEATHER RESISTIVE BARRIER *2 6' SELF ADHERING 4 FLASHING PEEL 4 STICK 1 Y12'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 Y' X 3' 26 GA. GALY. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y2' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER 12 EXTERIOR COLUMN COLUMN SHEATHING 6' SELF ADHERING 4 FLASHING I Y12'x3' 'L' FLASHING FULLY EM5EDDED IN ROOF CEMENT Y' X 3' 2(o GA. GALY. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y" MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK, 3 COAT CEMENT PLASTER METAL LATH y" WOOD SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 02 4" P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE56ORIES ONLY) BALCONY DRIP 0 COLUMN W GE, INSTALLATION L FLASHING M A R C H I T E C T8 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. 8e LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 12OR1 PAGE: WALL ASSEMBLY DETAILS ARCHrrECT= STATE OF FLORIDA SME ROLA DATE: 6/12/18 SCALE:1/4'=l — 0" SHEET� �III"III'I �DDODOOOOOj SUHDIV. 8e LOT: KENSINGTON RESERVE (LOT#120) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 12OR1 PAGE: WALL ASSEMBLY DETAILS ARCHrrECT= STATE OF FLORIDA SME ROLA DATE: 6/12/18 SCALE:1/4'=l — 0" SHEET� WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER 6'5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LAYER #1, 5. (OR APPRO� WRB LAYER #2, FORTIFIBE PAPER (OR APPRO1 r " TH CEMEr (o' SELL: WINGvw CASING BEAD @ WINDOW 13A FRAME, NO BAND WOOD CONSTRUCTION BEYONI WOOD SHEATHIN WEATHER RE515TIVE BARRIER ' WEATHER RE515TIVE BARRIER 5fe' X I Y4' LAP 51DING W/6' REVE4 (o' 5ELF-ADHERING FLA5HIN STARTER STRIP PER MANUFACTURER'S INSTALLATION IN5TRUCTION5 DO NOT CAULK OR SEAL OPENIN GALV'D METAL 'Z' FLA5HIN STUCCO CA51NG BEA SIDING TO STUCCO BLOCK TO FRAME TRANSIT WOOD SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 %6' X I Y4' LAP 51DING W/(o REVEAL 6' 5ELF-ADHERING FLASHING STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING GALV'D METAL 'Z' FLASHING E -Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/Y8' FLEXIBLE PVC BACKER ROD) 6" 5ELF-ADHERING FLASHING %8' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER 02 '2TUCCOWRAP > EQUAL) IG FORTIFIBER R (OR JAL) T :R WOOD 5HEATHI7G WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL METAL LATH " THICK, 3 COAT CEMENT PLASTER VINYL COR APPROVED EQUAL) ANGLED CASING BEAD (o'SELF-ADHERING FLASHING DRIP CAP WOOD SHEATHING T. WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) Ti.. T WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 'CODED !'THICK, 3 COAT R� CEMENT PLASTER WINDOW FLANGE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER (o'SELF-ADHERING FLASHING DRIP CAP CASING BEAD @ WINDOW WINDOW FLANGE 1FRAME, W BAND) 3B OC.&E: V.S. (o' 5ELF-ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RE516TIVE BARRIER #2 STARTER STRIP PER MANUFACTURER'S INSTALLATION IN5TRUCTION5 6' 5ELF-ADHERING FLASHING GALV'D METAL "Z' FLASHING DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z' FLASHING STUCCO CA51NG BEAD WOOD CONSTRUCTION BEYOND (o' SELF -ADHERING FLASHING WEATHER RE515TIVE BARRIER #1 TO LAP 6' MIN. ABOVE TOP OF "Z' FLA5HING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 GALV'D METAL 'Z" FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RE515TIVE BARRIER #1 TO LAP 6' MIN. ABOVE TOP OF 'Z' FLASHING 6' 5ELF-ADHERING FLASHING WEATHER RE515TIVE BARRIER #1 E -Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%s' FLEXIBLE PVC BACKER ROD) WEATHER RE515TIVE BARRIER 02 SIDING FRAME TO N.T.S. TO STUCCO FRAME TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER 02 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER F50 R�103.1.1 / A5TM C-841-09, MIN. 25 L85, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT — WINDOW FRAME — WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP 1X TRIM MEMBER s STUCCO TO SIDING TRANSITION—\ SIDING-� - (OR APPROVED EQUAL) SIDING TO STUCCO CASING BEAD 14 ice: KT,B. � WOOD SHEATHING METAL LATH WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER " THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD CASING BEAD RAISED BAND FRAME @,5u. KTb. C GAP TTP METAL LATH CASING BEAD SEALANT TO wlNDau WRB LAYER #2, FORTIF15ER BUILDING $' TRICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIP15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) CA51NG BEAD 6' SELF ADHERING FLASHING OR PEEL 4 STICK WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $' THICK, 3 COAT CEMENT PLASTER ' THICK, 3 COAT CEMENT PLASTER METAL LATH PAPER (OR APPROVED EQUAL) ///__WOOD SHEATHING ' A " " ; N. µ WRB LAYER #21 FORTIF15ER WINDOW FRAME •� A BUILDING P PER WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) 6' WIDE PEEL 4 STICK OVER FLANGE E -Z BEAD VINYL (OR APPROVED EQUAL) CA51NG 2, (W/%8' FLEXIBLE PVC BACKER ROD INCLUDED) APPLY FULL BED OF SEALANT BETWEEN — FLANGE 4 BUILDING WRAP � (OR APPROVED EQUAL) r 7 BEAD VINYL /fir. EZ BEAD WINDOW CASING 17 SCALE: KL6. DETAIL EXPLODED CLARITY E -Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (W/%S' FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6' SELF ADHERING FLASHING WOOD SHEATHING FOR A R C H IT 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. 8e LOT: KENSINGTON RESERVE (LOT#120) MO DEL: LARGO (VERSION#01) PROJECT#: 02997.000 120R1 PAGE: WALL ASSEMBLY DETAILS DATE: 6/12/18 SCALE: 1/4"=1'-0" SHEETT \DODOODOOOJ SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT#120) MO DEL: LARGO (VERSION#01) PROJECT#: 02997.000 120R1 PAGE: WALL ASSEMBLY DETAILS DATE: 6/12/18 SCALE: 1/4"=1'-0" SHEETT