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3707 Crawley Down Lp 18-2795 (a)
JIL U �LV__ k A /-. � ki E L A JLLN D VERSION 0 1 FORM0 RtCORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE SANFOP,D BUILDING DIVISION A PFF',117 ,t_, U.: SMALL E3E CONSTRUED r0 BEA LI_EPd3E T r' 'JC _EU WITH THE WORK AND NOT AS AU T HCJV'i?'r' TO VfOLATE, CANCEL, ALTER OR SET ASIDE ANY OF I HE PROVISIONS OF THE TECHNICAL C:?'_)FS, NJOR SHALL ISSUANCE OF A PERMIT PREVENT rHF BUILDING: OFFICIAL FROM THEREAFTER HEOL!iRiNG A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Nkmnes ''`° 1\4PAC"I'It` N FEST R7—EQUIRED 2esu1'is +n he Verified CFF ars omes.co #18-2795 • 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 — ORLANDOFBCR}, 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 ORLANDO, FL 32811 • ALL LOCAL AND STATE CODES BD. BOARD MTD. MOUNTED 1 FRONT & REAR ELEVATIONS CL CENTER LINE MTL. METAL 2 LEFT & RIGHT ELEVATIONS CAB. CABINET N.T.S. NOT TO SCALE RYAN HOMES — TAMPA • OCCUPANCY - RESIDENTIAL, GROUP R3 CLC. CEILING O.C. ON CENTER 3 FIRST FLOOR PLAN LINE 1409 TECH BLVD., SUITE 202 •CONSTRUCTION TYPE — VB CLR, CLEAR PL PROPERTY4 SECOND CONC. CONCRETE P.B. PUSH BUTTON TAMPA, FL 33619 • MIN. INTERIOR FINISH - CLASS C GOND. CONDENSER PH. PHONE 5 FOUNDATION PLAN • BASIC WIND SPEED - VULT = 150 MPH CPT. CARPET PLT. PLATE 5A FOUNDATION DETAILS - VASD = 11 fi MPH C.T. CERAMIC TILE PLYWD. PLYWOOD D. DRYER PR. PAIR 5B DOWEL PLAN * RISK CATEGORY - II DBL. DOUBLE P.T. PRESSURE TREATED 5C LINTEL PLAN (LOTT'S) • STATE OF FLORIDA D.G. DUAL GLAZED R. RISER PROFESSIONAL ARCHITECT: *EXPOSURE CATEGORY - EXPOSURE C DIA. DIAMETER RAD. RADIUS 5D LINTEL PLAN (CAST -CRETE) . 1 -STORY RESIDENCE DIM. DIMENSION R.A.G. RETURN AIR GRILL • 2 -STORY RESIDENCE - MAX. HEIGHT AS PER DISP. DISPOSAL 5E LINTEL P14AN (QUALITY PRE—CAST) JAMES CANTWELL DP. DEEP REF. REFRIGERATOR 6 FIRST FLOOR FRAMING AR NO. 12079 LOCAL AND STATE CODES DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING 7 ROOF FRAMING PLANS D1. DETAIL S.D. SMOKE DETECTOR 8 ENTRY SECTION DETAIL A.B. DESIGN GROUP, INC. WIND SPEED & EXPOSURE CATEGORY D.W. DISHWASHER S.H. SINGLE HUNG 1441 NORTH RONALD REAGAN BLVD. EA. EACH SHT. SHEET 9 FIRST FLOOR ELECTRICAL PLANS BY COMMUNITY ELEV. ELEVATION SHTHG. SHEATHING 9.1 SECOND FLOOR ELECTRICAL PLANS 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/DETA'ThS AYERSWORTH GLEN 150—B F.G.IFX. FIXED GLASS SL. GL. SLIDING GLASS F.G. FUEL GAS STD. STANDARD D2 SECTIONS/DETAILS BAYBERRY WOODS 150—B FIN. FINISH TEMP. TEMPERED GLASS e� FIR. FLOOR THK. THICK Del SECTIONS/DETAILS CARRIAGE POINT 150-B FLUOR. FLUORESCENT T.O.C. TOP OF CURB D4 SECTIONS/DETAILS FR. DR. FRENCH DOOR T.O.P. TOP OF PLATE CHAMPIONS RESERVE 140—B FTG. FOOTING T.O.S. TOP OF SLAB D5 SECTIONS/DETAILS CREEK SIDE 140—B GA. GAUGE TYP. TYPICAL GAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED DB SECTIONS/DETAILS DRAWING /CONTRACT DOCUMENT CYPRESS PRESERVE 139—C G.F.I. GROUND -FAULT CIRCUIT OTHERWISE D7 WINDOW SCHEDULE INTERRUPTER V.P. VAPOR PROOF HIGHLAND MEADOWS 140-B GL. GLASS W. WASHER REVIEW BY BUILDER GYP. BD. GYPSUM BOARD W/ WITH WA1 WALL ASSEMBLY DETAILS KENSINGTON RESERVE 140-B H.B. HOSE BIB WD. WOOD LAKES AT LUCERNE 140-B H.C. HOLLOW CORE WDW. WINDOW WA2 WALL ASSEMBLY DETAILS HDR. HEADER W/H WATER HEATER WA3 WALL ASSEMBLY DETAILS THE BUILDER ASSUMES ALL LIABILITY FOR LUCAYA LAKE CLUB 150—C NSU OR HT HEIGHT W.I. WROUGHT IRON WA4 WALL ASSEMBLY DETAILS INTERPRETATION OF THE CONTRACT DOCUMENTS. McCORMICK RESERVE 140-B INT. INTERIOR WA5 WALL ASSEMBLY DETAILS 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 IST PLP, LIVING IAW Sa. Ft. WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO VICTORIA TRAIL 140—B 2ND PLR LIVING 1,386 Sa FT. THE ARCHITECT OR ENGINEER FOR CLARIFICATION. TOTAL LIVING 2,416 Sa. FT. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN THESE PLANS ARE DESIGNED AND ENGINEERED RFI's IN WRITTEN DRAWN FORMS IN A TIMELY GARAGE 35 SQ. PT. / FOR A WIND SPEED AND EXPOSURE CATEGORY OF ���E 455 Sa. PT. MANNER. AB DESIGN GROUP TAKES NO 150—C RESPECTIVELY. IN THE CONDITION THAT LANAI 160 SQ. PT. 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 3,130 SQ. FT, HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF REFER TO GENERAL NOTES SHEET (GN), SECTION THE CONSTRUCTION BASED ON THE DRAWING SET. TIMBER, NOTE 20 FOR EXTERIOR STUD SPACING. A R C H I T E C TS Design Group Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 h�J E O m C SUBDIV. & LOT: KENSINGTON RESERVE (LOT 136) MODEL,: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 136R1 PAGE: COVER SHEET ARCHn ECT= STATE OF R.OWA 44? Z!/ i icsor5 /18 /18 AT 1/4"=1'— 0" HEFT 9 1 �ov4p00000� h�J E O m C SUBDIV. & LOT: KENSINGTON RESERVE (LOT 136) MODEL,: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 136R1 PAGE: COVER SHEET ARCHn ECT= STATE OF R.OWA 44? Z!/ i icsor5 /18 /18 AT 1/4"=1'— 0" HEFT 9 1 GENERAL NOTES 1. 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. 2. THE MINIMUM SUPER! MPOSED DESIGN LOADS ARE AS FOLLOWS; A FLOOR LIVE LOAD$ tPSF) Al. SLEEPING ROOMS 30 A2. ATTICS W/ STORAGE 20 A3. ATTICS W/OUT STORAGE 10 A4. POOLROOMS 75 A5. BALCONIES 40 A6. DECKS 40 A7. STAIRS 40 A.B. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS fPSF) 8.1. ALL AREAS 10 C. ROOF LIVE LOADS ** C.1. ** MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD fPSF) D.1. 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 EA INTERNAL PRESSURE COEFFICIENT (GQ -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS t0.18 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. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL 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 ANDIOR FABRICATION OF THE WORK ALSO SEE 'DRAWINGICONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). 5. THE ARCHITECTIENGIWER 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. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERSARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENG NEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE 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). 11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 12, OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" AF.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). GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 150 MPH MIN WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO AROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 3. AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN % -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'A-INCH GYPSUM BOARD OR EQUIVALENT. @MTC :AI^ n W 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION! 4. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95°%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. 5. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 6. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN IA THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95°%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 8. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 9. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 10. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 11. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 12. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A ROOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 13. SWI MMING 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'/:. 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 W. 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. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TOANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). AA A @A Lin\/ 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 Pm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'!, INCH AND NOT MORE THAN'/, INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 112 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kgtm') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25'. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.I. 05, W31 OR D31 AND SMALLER 7" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.1. 011 AND SMALLER D. BEAMS & COLUMNS D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS /' 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCHA 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, SI NGLE-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 GLADE 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 42) 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 MIN MUM 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 7116" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN WON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 518" OSB EXPOSURE -1 OR 518' CDX PLYWOOD OR 15132' APArRATED 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 7116" OSB EXPOSURE -1 OR 112" CDX PLYWOOD OR 15132' APArRATED O.S.B. OR 112 ' ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #1. 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 FORCESAND 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. 21 TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH ACORROSION RESISTANT POLYMER PAINT. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSON" STRONGTIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. DRAFTSTOPP►NG TO COMPLY W1 FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9M'). MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-0" WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 150MPH/B 150MPH/C 160MPH/C 2x4 STUD SPACING @ 16' O.C. @ 16' O.C. @ 12' O.C. @ 16' O.C. @ 12' O.C. N/A 2x6 STUD SPACING @ 16' O.C. @ 16' O.C. @ 16' O.C. @ 16' O.C. @ 16' O.C. @ 16' O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. ni IIAI151ki^ 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. PIX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) * PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA 8137.5 PER R2906.4 * FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. * PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 1 00'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 MAXI MUM 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 WITHA" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH X" GYPSUM BOARD, FBCR, 6TH EDITION (2 017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE CQATS 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 -0O26 3. LATH & ACCESORIES PER ASTM -G1063 -11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LI MITED 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 NOTA PART OF AB DESIGN GROUPS 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 BUILDERS] 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: 01/01/18 A R C H IT E C TS 14+41 N. HUNALU KLAUAN ULM LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r � �IIIIIIIIII .ovoovoovv, E 8m E 0 r c StM V. de LOT: KENSINGTON RESERVE (LOT 136) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 2997.0100 136R1 PAGE: GENERAL NOTES ARCHITECT STATE OF FLORIDA D �; 5/16/18 CALL: 1/4"=1' _ O" SHEET GNor 9 4' I' -8' 4' 6' I maw +2 9 i COLUMN DETAIL 8" 6' WIDE -- RAI BANDMG (TYPa N 1+1+ +3r -I N (: DETAIL � � � 11-6,1 6' 1' -0" r cn n SHUTTER DETAIL 3 .3/4.I' ENTRY & GARAGE ATTIC VENT CALCS AM OF ATTIC 69 s.Fl" NET FREE VENTILATION AREA REQUIM (1/150) 148 24FL REQUIRED VENTLLATION AREA (0.48 z 144) 86.2 14BE SOFFIT VENT VENTU ATION PER LF 11.74 84DE/IF REQUIRED IF OF SOFFIT VENTILATION 6 LF PROVIDED LF OF SOFFIT VENTILATION 32 1 LF 2ND FLOOR ATTIC VENT CALCS AM OF ATTIC 1386 skrt NET FREE VMMATION AREA REQUIRED (1/300) 4,82 MIT. REQUIRED VENT11ATION AREA (4.62 z 144) 686.9 SQ.1IL ]ICN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 z 665.3) 3M8 MIIE OFF RIDGE VENTILATION AREA 115 MIL/49i'1' SOFFIT VENT VENTILATION PER LF 11.74 iQ IIE TOTAL # OF VENTS REQUIRED 2.86 TOTAL # OF VENTS PROVIDED 9 REQUIlM SW VENM ATION IN TOP OF ROOF 333 %BE REQUIRED IF OF SOFFIT VENTILATION 29 IF PROVIDED IF OF SOFFIT VENTILATION 62 LF 18'-8 3/4" BRG. PGT. 6' WIDE RAISED BANDING (TYP) TEXTURED CEMENTIOUS COATIM PER (ASTM CS26) (T'I'P) ('�l 10'-8 3/4' V-4" BRA. PGT. IF ff 8'-0' HDR. PGT.0, 6' WADE RAISED BANDING (TYP) LOUVER r I I 0'-0" FIN. FLR.Ak% I wj TEXTURED CEMENTIOUS COATING PER (ASTM CS26) (TYP) FRONT ELEVATION scare: va . r -m• ELEVATION 'C' UJ/ STONE 5 5 OI 9 12 10'-8 3/4' 2N0 F.F., _ _00000 Nw V-4" 5RG. HGT. Ob 8'-0' HDR. HGT.--, I' -2!k 11 i■r� Z1. 31L�J�1��� SHUTTERS ,x,18' -8 3/4' BRG. HGT. "" U1/ 8' HEEL (TYP'.) TEXTURED CalENTIOUS COATMG PER (ASTM C926) (?YP) gj4lO'-B 3/4' 2ND FF. Ak 9'-4" BRA. HGT. BRs. g C�AR�E BANDNG (TYP) STONE VENEER BASE FIN. FLR. _ J4181-8 3/4" 5FF43. HCxT. W/ 8" HEEL (TyfD-) TEXTURED C *IENTIOU5 COATING PER (ASTM 0 CS26) (TYP) 3/4" 2ND FF. C3'-4' 5R3. I -*T. HDR. HGT. REAR ELEVATION SCALE: 1/4 - I'-0" ELEVATION 'C' W1 STONE T _ ,40'-0" FIN- FLR- A R C H I T E C TS Des o1nn Grou�. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abd esigngrou p.com AA #: 0003325 r � \000000000 SLTHDIY. dg LOT: KENSINGTON RESERVE (LOT 136) MO DEL: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 136R1 PAGE: FRO NT & REAR ELEVATIONS ARCHITECT -- STATE OF FLORIDA 44r t- D 5 /16 /18 SCAM: 1/4"=1'-0" SHEET I OP 9 18'-8 3/4" 5FRG. WGT. UJ/ 8' HEEL (TYP.) — — — — — 10'-S 3/4' 2ND F.F. 9' - 4" SRC.. Llewr h 6-0" 0'-0" FIN- FLR IS' -S 3/4' 5f;Z3. HGT. ot_ UJ/ 8" HEEL (TYP.) 10'-S 3/4" 2ND F]. cai_ Y 5t- 4 5ia�. HC�T. 5R3. GARAGE -0' FIN. FLR 06_ 12 t 5 " TEXtIJRED C.EN1EPlTfOt1S COATING PER (ASTM 0926) (TYP) 12 4� ------------- � TE)RtJRED Cp'1ENTf0US OPEN 0 COATING PER (ASTM co cA C926) (TYP) OFF -RIDGE VENT 0 LEFT ELEVATION SCALE: 1/4 - I' -V' ELEVATION 'C' W1 STONE 9 1� 5 CirwUmD GEh'ENtIOtIS COATING PER (ASTM 0926) (TYP) �t r — — — — — — — — c- ------------- (TEXTURM Cp'1E1dtI0US COATING PER (ASTM 0926) (TYP) RIGHT ELEVATION SCALE: I/4 = I' -V' ELEVATION 'G' W/ STONE OPEN 12 CN 3/4" 5F�G. HGT. — "'UJ/ 8" HEEL (TYP.) 12 _ __ AIV -8 3/4" 2ND F.F. 5 _ _ Al -AR 5oy".. LJ/"wT MG. GAR.46E ,k18'-8 3/4" 5F�3. HGT. UJ/ 8" HEEL (TYP.) 3/4" 2ND FY. -2' 4�5'-m' HDR. HGT. FIN. FLP,. ARCHITECTS12 LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 ISUBDIv. a I�oT: KENSINGTON RESERVE (LOT 136) UODELc S UMMERLAND (VERSION#01) PROJECT: 2997.000/136R1 PAGE: LEFT & RIGHT ELEVATIONS ARCHITECT- STATE OF FLORIDA 44Y D 5 ,/16 X18 8 AT..E: 1/4"=1'— 0" SHEET 1 2 or 9 \0000000041 ISUBDIv. a I�oT: KENSINGTON RESERVE (LOT 136) UODELc S UMMERLAND (VERSION#01) PROJECT: 2997.000/136R1 PAGE: LEFT & RIGHT ELEVATIONS ARCHITECT- STATE OF FLORIDA 44Y D 5 ,/16 X18 8 AT..E: 1/4"=1'— 0" SHEET 1 2 or 9 COMPONENT AND CLADDIN13 MAID LOd1D8 omit WILD EXE06URE FOR 3 GEOOND 0101111 SQ.FT. CALC.'S 1�� D 1 IST PLR LIVING 2ND FLR. LIVING low 1,386 SGL E=T. SGL E=T. 24.8®/-30.x6 TOTAL LIVING ENTRY GARAGE LANAI 2,416 35 459 160 SGL E=T. Sa F:T. SGL FT. SGL FT. 2 24 3080 OR TOTAL 3,130 SGL FT. 11 25-61-1 4 COMPONENT AND CLADDIN13 MAID LOd1D8 omit WILD EXE06URE FOR 3 GEOOND 0101111 ME � 1�� D 1 112 61 -0x 11-01 161-01 x 5 24.8®/-30.x6 �a 2 24 3080 OR 4 30 8/-3218 3 11 25-61-1 4 2845/-3095 3A 11 25-61.1 5 2&45/-31.46 4 33 (2) 25 -SH 5 21.13/-34,80 5 49 6080 wo 5 2631/-3330 6 11 25-61-1 4 2&45/-3095 WIND DESIGN CRITERIA A. 83ASIC WIND SPEED MPH (3 SECOND GUST) VULT =150 / VASO =116 MPI4 S. INTERNAL PRESSUFFE COEFFICENT=+ .I8 C. RISK CATE&DWa I YI'E 11 D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADOINCa PRESSURE ARE E3ASED ON THE Vult DESIGN WIND SPEED. MCK 6tH ED. (2011) ALLOWS THESE PRESSURES TO 15E MULTIPLIED BY 0.6 t0 MEET THE= ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTUIRERS. L PRIOR TO DR1'"106TALLATk N ON ALL #'IQ'+AIM MWOM 2'-®' WK I1 E FINIIS14 R.00R MALL 5E SPRAYED AND TREATED IW'BORATEE' A TE58 rM 1NEAW SPRAY 3 1/2' I, N 1'-2" 2' -0 - VOL TOP PLATE 0 71 CABINET SECTION 1p, r 8 I oo ----------------- :F1 6X6 P.T. POSt Toa' -4' AE=x.. I I BEAM TO MATC14 I I (2-TYP I I COUPN UPT14 II II I LANAI I I 9'-4' C,La I II II II II (2) 25-6H I I 6080 6GD I I o I o I I C AU T DINETTE W-4' CLCi. I I I•_6� I F- GREAT ROOM[ I i % �; N T-4' CLC: b'-0' 3'-10' 3'-2' &'-51%2° IIS ` 9'-4" • I I ,' I O 4.1 ' HICK -1 I � RAILNi's I Rrt i KITCHEN i s} T-4' aA 1 UP OPT.i ■■f .� ter, I ------ I 0 3 � �a 1 n I rt I oo ----------------- :F1 6X6 P.T. POSt Toa' -4' AE=x.. I I BEAM TO MATC14 I I (2-TYP I I COUPN UPT14 II II I LANAI I I 9'-4' C,La I II II II II (2) 25-6H I I 6080 6GD I I o I o I I C AU T DINETTE W-4' CLCi. I I I•_6� I F- GREAT ROOM[ I i % �; N T-4' CLC: b'-0' 3'-10' 3'-2' &'-51%2° IIS ` 9'-4" • I I ,' I O 4.1 ' HICK -1 I � RAILNi's I Rrt i KITCHEN i s} T-4' aA 1 UP OPT.i ■■f .� ter, I ------ j ENTRY 2 W-4IICd.G. 6' -SII 1-011 VENEER a' -a' L 9'-4' CL& 301-01 FURST FPLAN SCALE: 1/4 = I'-0' LARD 4 STUDY 12'-4'xl0'-6' 9'-4' CLC& mWN 2 CAR GARAGE 20'-0"40'-2' W-4' CLC% �t --------------- LIt,E OF 2ND F=LOOR MOVE I I�a�l L—J I A Gn N G) N �l a 11 I6'-0' a'-8' VENEER a1'-4" , ARCHITECTS ---) GDesign roup Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abd esigngroup.com AA #: 0003325 SUBDIV. &c LOT: KENSINGTON RESERVE (IAT 136) MODEL S UMMERLAND (VERSION#vi) PROJECT#: 2997. QOQ 136R1 PAGE: FIRST FLOOR PLAN ARCHITECT STATE OF FLORIDA DA'C'E: 5 /16 /16 SCALE: 1/4"=1'-0" SHEET 3 O2r 9 w MIENI� Jr lip P, "WA j ENTRY 2 W-4IICd.G. 6' -SII 1-011 VENEER a' -a' L 9'-4' CL& 301-01 FURST FPLAN SCALE: 1/4 = I'-0' LARD 4 STUDY 12'-4'xl0'-6' 9'-4' CLC& mWN 2 CAR GARAGE 20'-0"40'-2' W-4' CLC% �t --------------- LIt,E OF 2ND F=LOOR MOVE I I�a�l L—J I A Gn N G) N �l a 11 I6'-0' a'-8' VENEER a1'-4" , ARCHITECTS ---) GDesign roup Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abd esigngroup.com AA #: 0003325 SUBDIV. &c LOT: KENSINGTON RESERVE (IAT 136) MODEL S UMMERLAND (VERSION#vi) PROJECT#: 2997. QOQ 136R1 PAGE: FIRST FLOOR PLAN ARCHITECT STATE OF FLORIDA DA'C'E: 5 /16 /16 SCALE: 1/4"=1'-0" SHEET 3 O2r 9 CO Pol91r AND CLAooNO ww SABO W D E K)SUFE FOR 3 8E0010 WIFI e *ME QBeII�lA710M 2 ,�o MPH WIND i 15 3050-514 5 28.65/-31AS 2 15 3050-54 5 2A 12 TEpr 5 298/-38.10 25 B 3050-814 E 666 5 28.651-31M 3 �S�S 5 28.65/-3�85 4 15 40 T 0-FCs 5 29143/-39AO 5 5 �SS 4 28.65/-31.14 b 15 X566 4 28.65!-31.14 ECSB_T514er 4 28.65f-31.14 WIND DESIGN CRITERIA A. BASIC WIND SPEED M 4 (3 SECOND GUST) VULT m W / VASD ■ I Ih MPH R. INTERNAL PRESSURE C08FFICENT-+ .18 G. RISK CATEGORY ■ TYPE 11 D. EXPOSURE CATEGORY G NOTE: VALUES FOR COMPONENTS t CLAPPING PRESSURE ARE BASED ON TWE Volt DESIGN WIND SPEED. FBCK 6tH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0:6 TO MEET TWE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. f TE:PRIOR TO DRYWALL WTAI.LATION CN ALL FRN" MEMM T -O' FROM THEDFIN154FLOOR WILL BE SMYED AND TREATED W/'BORATE' A TEflf rM TREATED 10-8 3/4' 2ND. jk_ RWFER. V-4' BRCS. WT. 0-0' FIN. FLFt 2xS LANDING DROP CEILING TO — a' -Dv (2) 2X8 I-EADEfs AS Sl- aM ON SHEET 6 PWDR.- ROOM FA STAIR DATA: 17 RISERS 07.57" 16 TREADS 010" +1" NOSING 0. w ILI 42' WOW \ ` "LING E z 2xI2 S.Y.P. 2x4 RE- WCIRGING • EA 1_x\ \ Co 242 STRINGER (3) 2x12 SYP STRINGERS SECURED IW 12d 6'-8' OZ. ' KICKPLATE IN \ \ \ 2xi LANDING 3/4' T4G sus FLOOR — — — — — — -� I C&I-LIED 4 NAILED 2x6 • 24' O.G. MAX ------- 2x4 P.T. PLATE SECURE W/ ]Old CUT NAILS 16' O.G. MAX. 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LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 E 8m E 0 r c SUBDIV. as LOT: KENSINGTON RESERVE (LOT 136) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 136R1 PACE: DOWEL PLAN ARCHREM STATE OF FLORIDA a 5/115/18 ALL: 1/4"=1'— 0" HZRT 15BOF �IIIIIIIIII �o0ovvvvovr E 8m E 0 r c SUBDIV. as LOT: KENSINGTON RESERVE (LOT 136) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 136R1 PACE: DOWEL PLAN ARCHREM STATE OF FLORIDA a 5/115/18 ALL: 1/4"=1'— 0" HZRT 15BOF LINTEL PLAN_ SCALE: 1/4 a 1' -fid' GENERAL NOTES: I. CODES I.I. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R4022 4 R606 1.2- FLORIDA BUILDING CODE RE5IDENTIAL, 6TH EDITION (201-1), SECTfONS 19012 4 210IT. 13. BUILDING CODE REOUIREMENTS FOR REINFORCED CONCRETE (AGI 318-05). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10). 2. CONCRETE: 21 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2-1.1. PRE -CAST W/STANDARD REINFORCEMENT -4000 051 2.1.2, PRE -CAST W/PRESTRESS REINFORCEMENT -60100 PSI 213_ GROUT PER ASTM C4-16 - 3000 PSI W/ MAX 3/8' ACiSrRE6,ATE, 8' TO 11' SLUMP_ 22. REINFORCfW3 BARB: 221 STEEL PLACED IN PRECAST LINTEL AT TfME OF FABRICATION ASTM 4615 (GRADE &0) 2.2.2- STEEL IN LiNTEL AND KNOCKOUT BLOCK (PLACED IN FiELD) ASTM A&8 (GRADE 40). 23. PRE -STRESSED STRANDS ASTM A416 7 -WIRE, STRESS RELIEVED 270 K51 2A. DETAIL REINFORCEMENT N ACCORDANCE WiTH ACf 315. 2.5. CONCRETING OPERATIONS SHALL COMPLY UYTIH ACf STANDARDS. 3,MASONRY: 3.1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY A550CIATION AND AGI 5322-05. 3.2, MNIMUM MASONRY UNIT STRENGTH: FTM 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 BEARfNG OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (201'P, SECTION Rf (CW -14 OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.15 TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) 8" x 8" LINTELS LMEL SAFE LATERAL LOADS (PLF) Total Length Tt, 8"x8' PLAIN 8'116' SOLID 2'-10' Precast 1990 3%4 Y-6' Precast 1168 Me 4'-0' Pkecast 844 1674 4'-4' Precast 630 26b 4-8' Precast 5tfb 1163 F-4' Pretest 666 1355 51•10' Precast 543 P05 V-4' Precast 634 064 6'-b' Phrasl 62 288 535 Pretest 518 1211 1343 Fracas( 446 318 1'-8' Prrasl 425 8 94 647 precast 361 814 8'-4' Precdet 954 145 9'•4' Precast 211 503 10'-6' Precast 192 463 11'-4' Precast 190 620 12'-0' Precast 164 549 2'-6' Prrcast 143 504 131-4' 1'rerast 116 404 14'-0' Precast 99 "IT 14-0' Frestreeeed RA, 341 15'•4' nvetreasad RA. 301 I1'-4' Prestressed NA. 213 191-4' Prestressed FRA. 116 20'-0' Pmtressed NA 59 21'-4' Pr•etraea•d NA. DI 22'1' Prestressed NA. 20 24'-0' Frestressed FIA. 93 NR - Not IFowmaxded LII WE LATERAL LOADS (PLF) Taal Length two all DOOR READER PLAIN W DOOR HEADER SOLID T-8' Past 1112 2011 4'-0' Precast 950 1571 4'-2' Precast 061 521 4'-4' Fwast 185 1386 4'1' Precast bb9 1165 W4 Precast bw 1111 6'-8' Precast 504 964 T-0' Precast Precut 411 356 181 664 8'-8' 911' Pretaet 286 535 ® LOTT'S gr�' CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PHI (407) 656 2112 LINTEL NO. LEw—GTN T` M Cil -4' 5R3. WT. COMMENTS L-1 Pi' -4' 8/'18-5—(i)UM L PRESTRESSED L-2 4'-8' 8/14-5-(1Jl V)L RECESSED L -2A 8'-4' 8/16—S—llJlal/(UL 4245 L-25 4'-01 8/16-5—(l)U(0)L Cow L-3 4'-6' 8/16-6-0)MO& (2) 2 L -3A 4'-6' 8/16-5—(1JUIML 3831 L-4 '1'-8' 8/16-5-(1)J/(IX 2'-S' L-5 i'-6' 8/16-5—(i MUL M83 L-6 4'-6' 8/16-5—(lAJ/(0JL 3386 ' L-1 "i'-8' 8/16—S-11J1.1/liX (2) 2 �-(1) 05 CON11NUOUS 3' . / - "%1sT KNOCKOUT BLOC( 8/16-S-0) 05/(1) #i PRECAST r 4 NOMINAL VIDTHAUGHT OF LINTEL Ir— PLAIN OR SOLID LINTEL [8/16-P-#U/#L] I No, OF ADDITIONAL #5 BARS IN UPPER OR LOVER LINTEL CAVITY 34, /6 CONTINUOUS i -6'X16" KNOCKOUT BLOC( - • :. MOp0D PS! GROUT ! • (PLACED IN FIELD) r •+ n"'' BAFM � LINTEL CLEAR LENGTH SPAN SCHEDULE LINTEL STEEL BOTTOM BAR TOP BAR •`' • (i) /5 CONTINUOUS UPLIFT UPLPT CAPACITY CAPACITY', IML (IMU (IP5L (2MU 7/3rSCHEDULE T 4'-0' cc 1'-6' ft T 4'-0" Cc (2).2 (7ED"OSTIRRUPS R ) LB 4245 SEDUCE 1809 SEE SW (PRECAST) 8/16-S-0) 05/(1) #i PRECAST r 4 NOMINAL VIDTHAUGHT OF LINTEL Ir— PLAIN OR SOLID LINTEL [8/16-P-#U/#L] I No, OF ADDITIONAL #5 BARS IN UPPER OR LOVER LINTEL CAVITY 34, /6 CONTINUOUS i -6'X16" KNOCKOUT BLOC( (2) STRANDS 7/16'-- 7 TARE STRESS RELIEVED CABLE PRESTRESSED 8/16-5-0) #5/(1) #i PRESTRESSED - ' ! • �`% JOGDDPS GROUT . �,• (PL IN FED ) � BARS: LINTEL CLEAR LENGTH SPAN LINTEL TYPE LINTEL STEEL BOTTOM BAR TOP BAR UNFILLED GRAVITY GRAVITY GFANTY GAPACRY CAPACITY CAPACITY (IML (0759 (M (I)5U UPLIFT UPLPT CAPACITY CAPACITY', IML (IMU (IP5L (2MU 7/3rSCHEDULE T 4'-0' cc 1'-6' OEDOR 1RRUPS (2) STRANDS 7/16'-- 7 TARE STRESS RELIEVED CABLE PRESTRESSED 8/16-5-0) #5/(1) #i PRESTRESSED NR- NOT RECAITEVED TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL. TYPE LMEL 8'IEEL GRAVITY GRAYITT LIPLFt LPLFT LENGTH SPAN 5077CM TOP CAPACITY CAPACRY CAPACITY CAPACITY DAR LAR (Ont. 0)61 (055 (tn11 f175L (159 (1)151- (2)%U TABLE No. 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 16" COMPOSITE LINTELS LMEL CLEAR I LNTEL TTPELNTEL STEEL GRAVITY GRAVITY UPLFT UPLF7 LATH SPAN CAPAOTT CAPACITY CAPACITY CAPACITY BOTTGfi E.AR TOP LAR (0)% OnU IW% (U5U fML (IMU WSL (2)SU TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LNTEL CLEAR LMEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT I UPLIFT LMT4 SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTCM DAR I TCP BAR f0?w% (U5U 1(mflft OnL 117511 (1,5L I V% TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLP) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LtN1EL STEEL GRANT7 GRAVITY RF LF LENGTH SPAN CAPACrTr CAPACITY CAPACITY CAPACItt B9TTCM EAR TDP BAR (0)'L ftft (ML (1709, (11'9 (UAL t,)0U TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" UNTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL PLAIN I GRA111Y GRAVITY UPLIFT UPLIFT LLNGtR SPAN GRAVITY GAPACITT CAPACITY CAPACITY CAPAOTT BOTTOM BAR I TOP EAK CAPACITY (0)SL (INU (IML (IMU (IML (IMU I (IML 02 $U TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LINTEL 1 CLEAR LMEL TYPE LINTEL STEEL I UPFILLED I GRAVTTT GRAVITY UPLIFT UPLIFt LEM14 SPAN i GRANCT I CAPACITY CAPACITY C41RAC1tr CAPACITY EX nom 5AR I TOP R CAPACITY (V'5L (0)59 l(v5Ln)-5U 1XL W -DU (05- (MU N 31, 3w R r r dr 6 1 agEf TABLE No. fi REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LINTEL GEAR LNTEL TTPE LINTEL STEEL GRAVITY GRAVITYUPLIFTUPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY 130TtCM &1R TOP BAR (01 SL (IMU �(IrPL(VIDU (IML N5U (IML (2MU 3 TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL 5TEEL GRAVITY GRAVITY UPLIFT MLFT _ENCii4 bPAN CAPACITY CAPACITY CAPACITY CAPACITY 50til51•I BAR TOP 5* !0)51 (lull (V% ()9U (1I 19'59 (IY5L (2759 TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LMEL CLEAR I LWILL 1TPE LINTEL STEEL GRAVITYGRAVITY UF3LFT OPL.IFT -R43 N SPAN CAPACITY CAPACITY CAPACITY CAPACITY TT �GP4 13AFt TOP5AR (OMC (m(IML (1)5LL 11J5L (IMU (IML (2MU ,ta 3141 A R C H IT E C TS Desir2Group illi I\. f\VI\l\LV f\LI\HIf11\ VLY V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LENGTH SPAN LINTEL TYPE LINTEL STEEL BOTTOM BAR TOP BAR UNFILLED GRAVITY GRAVITY GFANTY GAPACRY CAPACITY CAPACITY (IML (0759 (M (I)5U UPLIFT UPLPT CAPACITY CAPACITY', IML (IMU (IP5L (2MU 1'-6' PRECAST (2).2 (2) 2 4245 1909 1809 8529 Cow 3'-6' 2'-2' PRECAST (2) 2 (2) 2 2415 3831 3831 4815 46T, 4'-0' 2'-S' FWXAST W-2 (2) 2 M83 2TII 2111 3386 3386 ' 4'-6' 3'-2' PRECAST (2) 2 (2) 2 1343 2165 2165 2608 2608 '.. 4'-8' 3'-4" MWCAST (2).2 (2).2 232 2011 gill 2421 2421 5'4' 4'-0' PRECAST (2).5 (2) 2 1006 1651 1651 1860 1881 V-10' 4'-6' PRECAST (2).3 1212 860 1423 1423 1410 1609 V-4' S'-0' PRECAST (2) b W12 140 283 283 1216 1405 6'-6' S'-2' PRECAST (2)'4 W02 710 1232 1232 945 1348 6'-8' S'-4' PRECAST (2) b W02 682 1164 1194 1081 1295 1-6' 6'-2' PRECAST (2) b (2) 2 570 991 991 825 I= T-8' 6'4' PRECAST (2)'4 W12 551 959 953 704 1041 8'-0' 6'-8' PRECAST (2) s4 W62 518 902 902 TI 904 8'-4' T-0' PRECAST W14 (2) 2 488 851 851 648 ml T-4' I N -V I FWXAST W-4 W42 416 1 126 126 1 499 190 10'!x' 9'-2' 1 PRECAST W-14 W62 354 (v18 610 380 613 II' -4' 10-0' PRECAST (2) 5 MID 35 561 5bl 317 60'1 12'-0' 10'-8' FRECAST (2).1 (2) 3 292 525 525 211 %1 1P-6' 11'-2' PRECAST (2) 5 WS 2T7 498 490 251 52 13'-4' W-0' PRECAST (2) 5 1 W-3 255 458 468 29 442 14'-0' 12'-8' PRECAST (2)5 (2)3 239 430 430 P.10 3% 14'-8' 13'-4' PRESTRESSED (2) W (2) 2 NR 416 410 710 44b 15'4 W -V PFESTRES&ED (2) b (2) 2 N.R 319 319 210 401 IVP' 16'-0' PREDTREMED (2) W W-1 1 AR. 288 288 163 317 19'•4' W -V P'RPBTRIVI&D (2)' (2)3 PLR 224 224 131 254 Z0'-0' 18'-8' PPESTREWD (2) 9 (2) 3 AR. wl 207 122237 P1E8TFMED (2)' (2)3 PLR 11T 117 101 208 PIESTRMID (2) h CL) 3 KR 164 164 1848 1°b 24'•0' 22'-8' PIIESS1RE95ED (2)5 (2)3 PLIC 132 L32 84 163 NR- NOT RECAITEVED TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL. TYPE LMEL 8'IEEL GRAVITY GRAYITT LIPLFt LPLFT LENGTH SPAN 5077CM TOP CAPACITY CAPACRY CAPACITY CAPACITY DAR LAR (Ont. 0)61 (055 (tn11 f175L (159 (1)151- (2)%U TABLE No. 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 16" COMPOSITE LINTELS LMEL CLEAR I LNTEL TTPELNTEL STEEL GRAVITY GRAVITY UPLFT UPLF7 LATH SPAN CAPAOTT CAPACITY CAPACITY CAPACITY BOTTGfi E.AR TOP LAR (0)% OnU IW% (U5U fML (IMU WSL (2)SU TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LNTEL CLEAR LMEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT I UPLIFT LMT4 SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTCM DAR I TCP BAR f0?w% (U5U 1(mflft OnL 117511 (1,5L I V% TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLP) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LtN1EL STEEL GRANT7 GRAVITY RF LF LENGTH SPAN CAPACrTr CAPACITY CAPACITY CAPACItt B9TTCM EAR TDP BAR (0)'L ftft (ML (1709, (11'9 (UAL t,)0U TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" UNTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL PLAIN I GRA111Y GRAVITY UPLIFT UPLIFT LLNGtR SPAN GRAVITY GAPACITT CAPACITY CAPACITY CAPAOTT BOTTOM BAR I TOP EAK CAPACITY (0)SL (INU (IML (IMU (IML (IMU I (IML 02 $U TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LINTEL 1 CLEAR LMEL TYPE LINTEL STEEL I UPFILLED I GRAVTTT GRAVITY UPLIFT UPLIFt LEM14 SPAN i GRANCT I CAPACITY CAPACITY C41RAC1tr CAPACITY EX nom 5AR I TOP R CAPACITY (V'5L (0)59 l(v5Ln)-5U 1XL W -DU (05- (MU N 31, 3w R r r dr 6 1 agEf TABLE No. fi REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LINTEL GEAR LNTEL TTPE LINTEL STEEL GRAVITY GRAVITYUPLIFTUPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY 130TtCM &1R TOP BAR (01 SL (IMU �(IrPL(VIDU (IML N5U (IML (2MU 3 TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL 5TEEL GRAVITY GRAVITY UPLIFT MLFT _ENCii4 bPAN CAPACITY CAPACITY CAPACITY CAPACITY 50til51•I BAR TOP 5* !0)51 (lull (V% ()9U (1I 19'59 (IY5L (2759 TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LMEL CLEAR I LWILL 1TPE LINTEL STEEL GRAVITYGRAVITY UF3LFT OPL.IFT -R43 N SPAN CAPACITY CAPACITY CAPACITY CAPACITY TT �GP4 13AFt TOP5AR (OMC (m(IML (1)5LL 11J5L (IMU (IML (2MU ,ta 3141 A R C H IT E C TS Desir2Group illi I\. f\VI\l\LV f\LI\HIf11\ VLY V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 SV'BDIV. & LOT: KENSINGTON RESERVE (IAT 136) MODEL: S UMMERLAND (VERSION#vi) PROJECT#: 2997.000 136R1 PAGE: LINTEL PLAN (LOTT'S) ARCHITECT: STATE OF FLORIDA DA 5/16/18 SC :1/4"=1'-0" SHEET 15C or 9 1 �IIIIIIIIII .00vovovoo, SV'BDIV. & LOT: KENSINGTON RESERVE (IAT 136) MODEL: S UMMERLAND (VERSION#vi) PROJECT#: 2997.000 136R1 PAGE: LINTEL PLAN (LOTT'S) ARCHITECT: STATE OF FLORIDA DA 5/16/18 SC :1/4"=1'-0" SHEET 15C or 9 1 4_ 1` ,4TEF,IAL5 f'c V precast lintel . 4000 psi F'c prestressed lintel = 6000 pal Grout per 457M C416 f'g % 3000 psi w/ maximum 3/6 inch aggregate 3 S to 11 inch slump Concrete Masonry Units (CMU) per ASTM C90 w/minimum net area compressive strength = 1900 psi Rebar per ASTM 4615 grade 60 Prestressing strand per ASTM A416 grade 210 low relaxation Mortar per ASTM 0210 type M or 5 SENER)4L NOTES I. Provide full mortar bed and head ,joints_ 2. Shore filled lintels as required. 3. Installation of lintel must compy 1 with the architectural and/or structural docum�trte. 4. U -Lintels are manufactured with 5 1/2" long notches at the ends to accommodate vertical roll reinrorcing and grouting - 5. Reference the CAST-GRETE Load 17eflection Cfraph brochure for lintel deflection information_ 6. Bottom Field added rebar to be located a the bottom of the lintel cavity. 1. 1/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage_ 8. Gast -in-place concrete may be provided in composite lintel in lieu of concrete masonry unks- 4^qzTW4^4GT4 LINTEL SCHEDULE LINTEL NO. LE GTW rrPE 9' -4' 5F;*. WT. COMMENTS L-1 11'-4' 817-26-ISAT P SOTRESSED L-2 4'-6' OW14-0S/IT REC1=SEED L -2A W-4" 80--16-I5/IT L-25 4'-0' 8FI6-05AT L-3 4'-6' 8F16-05AT L -3A 4'-6' 8F16-05AT L-4 1'-6" 8F16-IBAT L-5 1142" BM -SAT L-6 4'-6' M6 -06/1T L-1 1'-6" 8F16-I13AT 9. Safe load rating based on rational design analysls per AGI 316 and AGI 530 10, the exterior surface of lintels Installed In exterior concrete masonry walla shall have a coating of stucco applied in accordance with ASTM C-296 or other approved coating. 11. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal (lateral) loads should be checked for the combined loading with the following equation: Applied vertical load + Aoolied horizontal load 11.0 Safe vertical load Safe horizontal load 12. Additional lateral load capacity can be obtained by the designer by providing additional reinforced concrete masonry above the lintel. Sae detail at right: SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU FULL cOURSE /2" CLR TYP (2)'5 RE5AR GR40 or GRloO LINTEL P SCALE: 1/4 - 1'-0' &AAE LOAD T,4E3LE NOTES i. All values based on minimum 4 inch nominal bearing. Exception: Safe loads For unfilled lintels must be reduced by 201/6 if bearing length Is less than 6 1/2 inches. 2. NR. - Not Rated 3. Safe loads are superimposed allowable loads. 4. We loads based on grade 40 or grade 60 field rebar. 5. One 01 rebar may be substituted for two 15 rebars in S' lintels only 6. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resistinoe moment and shear at d -away from face of support. 1. For composite lintel helghts not shown, use safe load From next lower height shown. 8. For lintels lengths not shown, use safe load from next longest length shown ,a All safe loads In units or pounds per linear foot 10. All safe loads based on simply supported span. ll. The number in the the parenthesis indicates the percent reduction For grade 40 Field added rebar. Example T-6' lintel type DF32-15 safe gravlty load = 6412na) w/ 1591 reducticdt 0412 (.85) = 5501 Fir T''FE IDE&IGN,4TION F = FILLED LUITH GROUT / U = UNFiLLED r -QUANTITY OF S R?=1134R AT BOTTOM CT -LINTEL CAVITY L L QUANTITY Or 05 REE3AR AT TOP LOMNAL HEIGI-IT NOMINAL WIDTH d —"5 RE5AR AT TOP MiN, (i) REQ'D 1-1/2' CLEAR GROUT "5 RE15AR AT 50TTOM • • OF LINTEL CAVITY BOTTOM REINFORCING 1-5/VACTUAL PROVIDED IN LINTEL S" NOMINAL U IDTH IYARiESI SAFE LOAD TABLES FOR GRAVITY, UPLIFT do LATERAL LOADS SAFE LOADS (LBS/FT) 8' PRECAST IJ -LINTELS S' PRECAST W/2" RECESS DOOR U -LINTELS BASE LOADS (LI3S/FT) A R C H I T E C TS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 .J: rr� rfJ� r`� frj � .M �f {.{ 1'..•f,},{�},'�' !i^.f jf/t 1,'�fj� ff i'{.i.� �v0o0vvvvor '� .o}.J?"xrR �Y�" 3"fj �jJ'Ve.Y..Mj� ff.{v?'{'} 0 .�'i�ar el �,'�,"�,'t; ,F�+.'{},uF.a° �:f,�".�si�.f,�'1.�`.a+�J`.,+.'�r./:}l:rirtf..�.�1:.+.}�.f.,��;+`1x',at:J.�J.®®® w:.':'.".}.3 Y.r{ f �1'1.,+`,fl Z.`Ti✓.+'..? ,M}.Y��..+}'}`.f,+':rr.+�� .+'�:},+'.}�."/ XM t .t'3` d/•.'rfl'.t" fir .z`�!"1` '*,+f,+" 'f/ }N?? .r" M ' � t`t"t'�Y/ ..�:%.f/i'/t.✓.� "t°.JS+' i+i-�.t"f.V".i'Y.i"'�}'�}i'.iFi'i'}s{ 'v+°}�i'� t:?'.i�3`.F.i f®.,,+,`,+®,f itt`a"Wl :}i;+"t �®Y�Yf rl .' V, J".i"%f.?'S++a'..'iFY'S+ {,f,�'®,�i'fj� }®}'J a::Y" ©®� S' PRECAST W/2" RECESS DOOR U -LINTELS BASE LOADS (LI3S/FT) A R C H I T E C TS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 8E 0 r c Sxmmv. & LOT: KENSINGTON RESERVE (LOT 136) MODEL.: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 136R1 PAGE: LINTEL PLAN (CAST -CRETE) rARCHnECT.- STATE OF FLOFINDA 5 16 DAT`R� / /18 5DOp 9 X1111111111 �v0o0vvvvor E 8E 0 r c Sxmmv. & LOT: KENSINGTON RESERVE (LOT 136) MODEL.: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 136R1 PAGE: LINTEL PLAN (CAST -CRETE) rARCHnECT.- STATE OF FLOFINDA 5 16 DAT`R� / /18 5DOp 9 QUALITY PRECAST COMPANY 'STRONG' ON SERVICE L'�P.O. Box 11 - Brandon, Florida 33509-0011 LINTEL NO. LENGTH TYPE 9'-4' BRCS. WT. COMMENTS L-1 1l'-4' 8/28-8-f ILM L PRESTRESSED L-2 4'-8' 8/14-5-(IJU/(VJL RECESSED L -2A 8'-44 8/16-8-fIJU/CI)L LINTEL STEEL L-25 4'-V 8/I6-6-MUKOJL UPLIFT L-3 4'-6' 8/I6-6-(l)U/COJL WIRE/ BAR L -3A 4'-6" 8/16-6-fIJU/IOJL CAPACITY L-4 1'-8' 8/I6-6-f111.KUL 9550 L -S 7'-6' 8/16 -6 -Mu f1JL 4'-6" L-6 4'-6' /16-8-f1JU/(0)L 2 No. 3 L-1 1'-8' 8/16-S-f1JU/fiJL (0)#5L (1)#5U LINTEL SCALE.- 1/4 - 1'-0' CAPACITIES 9'-2" SAFE WORKINFGGPLOADSS(PLF}D8' REINFORCING SCHEDULE & LOAD CAPACITIES 2 No. 4 LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS CAPACITY PRECAST LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN 10000 WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" (0)#5L (1)#5U PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 (0)#5L (1)#5U (1)#5L (1)#5U 3'-4" (1)#5L (2)#5U (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 'V' (1)#5L (1 )#5U IW' (2) D4.5 WIRE 2 No. 3 4843 6687 6635 DETAIL'U' DETAIL DETAIL'U' &'V' DETAIL 2'-10" 1'-6" PRECAST 2 D4.5WIRE 2 No.3 10000 10000 10000 10000 3-6' 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 9576 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 W IRE 2 No. 3 7009 10000 10000 10000 5-10" 4'-6" PRECAST (2) D4.5 W IRE 2 No. 3 5700 10000 10000 10000 6-6' 5'-2" PRECAST (2) D4.5 W IRE 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" 6-4" PRECAST (2) D4.5 WIRE 2 No. 4 5473 9564 6402 10000 8'-0" 6,8" PRECAST (2) D4.5 WIRE 2 N0.4 4978 8706 5824 10000 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 4546 7957 5320 10000 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3536 6205 4141 7410 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2725 1 4798 3194 5322 11'-4" 10'-0" PRECAST (2) No.3 2 No. 5 3615 5348 2699 4424 12'-C" 10'-8" PRECAST (2) No. 3 2 No. 5 3191 3670 2379 3894 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 2919 3369 2174 3572 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 2535 2961 1884 3137 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 2278 2698 1691 2856 14',8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 3326 3326 1829 2919 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 3031 3031 1666 2702 2 No.4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2346 2346 1290 2210 (2) No.4 174" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1865 1865 1029 1869 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1 737 1 737 959 1 778 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1 516 1 516 839 1620 (2) No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1420 1420 787 1551 2 No. (2) 7/16 strand + 24'-C 27-8" PRESTRESSED (2) No. 3 (2) No. 5 1250 1250 658 1300 CAPACITIES 9'-2" SAFE WORKINFGGPLOADSS(PLF}D8' X 16" "COM SITE LINTELS 2 No. 4 LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY PRECAST (0)#5L [1)#5 (1)#5L (1)#5 (])#5L [1)#5U (1)#5L (2)#5U 10000 DFTAIL'H' DETAIL'J' -1010-00 DETAIL'K' 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 DETAIL H & J 1766 2'-10" 1'-6" PRECAST 2 D4.5 WIRE f2l No. 3 10000-- 10000 000 -1010-00 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4' -Cl" 2'-U' PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-g' 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 5'-4" 4'40" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6'-6' 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" C-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 7'-g' 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 &-0" 6-8" PRECAST (2) D4•5 WIRE (2) No. 4 2831 2831 2651 2811 8'-4" 7'-0" PRECAST (2) 134.5 WIRE 2 No. 4 2625 2625 2421 2607 V-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'-4" 10'-0" PRECAST (2) No.3 2 No.5 1568 1568 1222 1568 12'-0" 10'-g' PRECAST (2) No.3 2 No.5 1439 1439 1075 1439 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13-4" 12'-0" PRECAST (2) No.3 2 No.5 1232 1232 849 1232 14'-0" 12'-9' PRECAST (2) No.3 2 No.5 1149 1 149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1419 1419 850 1347 1919 2143 2143 1753 1753 (2) No. 4 2'-8" 2'4" PRECAST (21 D4,5 WIRE 15-4" 14'-01' PRESTRESSED (2) No. 3 (2) 7116 strand + 1291 1291 775 1270 1597 1801 1801 1483 1483 2 No.4 2'-10' 2'-6" PRECAST (2) D4.5 WIRE 17-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 993 993 600 1084 1473 1668 1668 1376 1376 (2) No. 4 3'-0" 7-8" PRECAST (2) 34.5 WIRE 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1035 1035 478 936 1367 1553 1553 1284 1284 2 No.5 3'4" 3'-0" PRECAST (2) D4.5 WIRE 20'-0" 18'-15' PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 1194 1363 1363 1131 1131 2 No.5 4'-4" 4-0" PRECAST (2) D4.5 WIRE 21'-4" 20'-(7' PRESTRESSED (2) No. 3 (2) 7116 strand + 834 834 390 763 864 995 995 831 831 (2) No. 5 5'4" 6-0" PRECAST (2) D4.5 WIRE 22'-0" 20'-9' PRESTRESSED (2) No. 3 (2) 7116 strand + 720 720 366 716 662 816 816 650 654 2 No.5 6'-4" 6-0" PRECAST (2) D4.5 WIRE NOTES: 1. MINIMUM COVERAGE OF STEEL -1.5" 2. MN. BEARING REQUIRED AT EA. END -4" 3. STAN DARD FOR REIN F. STEEL - ASTM A615 TYPICAL RECESS DOOR HEADER SECTION GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER 2-10 2-6 PRECAST TOTAL LENGTH CLEAR DOOR LINTEL TYPE SPAN SIZE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR 24'-0" 22'-g' PRESTRESSED (2) No. 3 6 s ran + 2 No. 642 642 306 599 (2) D4.5 WIRE (2) No.3 LATERAL SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER 7102 10000 9975 10000 44 2'-8" 2'-4" 1 PRECAST (2) D4.5 WIRE GRAVITY & 8"x8" UPLIFT RECESS SAFE LOADS (PLF) DOOR HEADER 6'-8" 51" 5'-0" PRECAST (2) D4.5 WIRE TOTAL -ENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR LATERAL SAFE LOAD PLAIN SOLID DETAIL'DA' DETAIL'DB' TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTELTYPE LINTELSTEELTOP WIRE 1 BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID PLAIN #5 (1) U (0) L SOLID SOLID SOLID #5 (1) U (1) L #5 (l) U (0) L #5 (2) U (1) L #5 1 U 1 I L 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1640 1790 DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'4' 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'4" PRECAST (21 D4,5 WIRE (2) No.3 1386 1410 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-2" 2'-10' 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1 1259 1259 4'-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0" 7-8" PRECAST (2) 34.5 WIRE (2) No.3 1137 1137 4'-4" 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 929 929 4'4" 3'4" S-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 4'-4" 4-0" PRECAST (2) D4.5 WIRE (21 No.3 559 559 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6'-8" 5'4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 606 1097 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7'4" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 498 863 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 294 510 9'4" 8'-4" 8'0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 NOTES: 1. MINIMUM COVERAGE OF STEEL -1.5" 2. MN. BEARING REQUIRED AT EA. END -4" 3. STAN DARD FOR REIN F. STEEL - ASTM A615 TYPICAL RECESS DOOR HEADER SECTION GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER 2-10 2-6 PRECAST TOTAL LENGTH CLEAR DOOR LINTEL TYPE SPAN SIZE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFTSAFE LOAD SOLID SOLID SOLID #5 (1) U (0) L SOLID #5(1)U(0)L #5(1)U(1)L #5(1)U(1)L #5(2)U(1)L DETAIL'DU' DETAIL'DV' DETAIL'DU' &'DV DETAIL'DW 8654 10000 10000 10000 3'-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 7102 10000 9975 10000 44 2'-8" 2'-4" 1 PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 4336 10000 6110 10000 (2) D4.5 WIRE 6'-8" 51" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 NOTES: 1. MINIMUM COVERAGE OF STEEL -1.5" 2. MN. BEARING REQUIRED AT EA. END -4" 3. STAN DARD FOR REIN F. STEEL - ASTM A615 TYPICAL RECESS DOOR HEADER SECTION 4-2 2-10 2-6 PRECAST (2) D4S WIRE (2) No.3 9563 10000 10000 10000 4'4 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 8654 10000 10000 10000 4'-4" 4'-0" PRECAST (2) D4S WIRE (2) No.3 4'4" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 7102 10000 9975 10000 1578 6-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 4336 10000 6110 10000 (2) D4.5 WIRE 6'-8" 51" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 5323 10000 4103 10000 PRECAST (2) D4.5 WIRE (2) No.4 7'-8" 6'4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3810 10000 2929 9691 PRECAST (2) D4.5 WIRE (21 No.4 2202 5434 1680 5174 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" RECESS DOOR HEADER 3000 PTOP LEG BARS: SI GROUT (PLACED IN FIELD7 (SEE SCHEDULE) ) • • 2 Z (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN TOTAL LENGTH CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP SPAN SIZE WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID SOLID SOLID 45 (1J U (0) L SOLID #5 (1)U(0)L #5 (1)U(1)L #5 l U 1 L #5(2)U(1)l DETAIL'DH' DETAIL'DY DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'1" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 ` 7/32" STIRRUPS AT 4'-0" CC U!= (TIED OR WELDED) In BOTTOM BARS 4'-0" 2-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 SEE SCHEDULE 4'-2' 2'-10" 2'-6' PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 A 4'4" 3'-0" 2--8" PRECAST (2) 34S WIRE (2) No.3 3647 9133 7835 8173 78. 4'-8" 3'1" V-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 NOTES: ].MINIMUM COVERAGE OF STEEL- 1.5" 5'-8" 4'1" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6'-8" 5' 4" 5'-0" PRECAST 2 (I D4.5 WIRE (2) No.4 2976 2976 2676 2737 2. MN. BEARING REQUIRED AT EA END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICALLINTEL SECTION 7'-8" 64" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 PRECAST CONCRETE 9'-8" 8.41 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 GRAVITY I & UPLIFT SAFE 8'xl2" RECESS DOOROHEADELF) R 3000 PSI GROUT TOP LEG BARS: (PLACED I022# (SEE SCHEDULE) TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD ) #5 CONTINUOUS REQ'D. R STRUCTURAL PLAN .-1oD STIRRUPS AT 4'-0" cc Nlm M OR WELDED) LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLID PLAIN #5 (1) U (01 ##5(1) UU0) LL #5 (2) U (1) DETAIL'DE' DETAIL'DF' DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 2'-4" 7-C" PRECAST (2) D4.5 WIRESCHEDULE (2) No.3 3764 6455 5637 5637 (7/32" TOM BARS 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'4' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 NOTES: 1. MINIMUM COVERAGE OF STEEL -1.5" 2. MN. BEARING REQUIRED AT EA. END -4" 3. STAN DARD FOR REIN F. STEEL - ASTM A615 TYPICAL RECESS DOOR HEADER SECTION 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5-8" 4'-4" 4'-0" PRECAST (2) D4S WIRE (2) No.3 1193 2290 2085 2085 6'-8" 54" 5'-0' PRECAST (2)D4,5WIRE (2)No. 4 1764 1763 1578 1578 PRECASTCONCRETE 7'4" 6-4" 6'4" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 686 903 A R C H IT EC TS 1441 N. HUNALU HCAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \0000000001 E 8E 0 z C SUBDIV. de IAT: KENSINGTON RESERVE (LOT 136) MO DEU S UMMERLAND (VERSION#01) PROJECT#: 2997.000 136R1 PAGE: LINTEL PLAN (QUALITY PRECAST) ARCHITECT: STATE OF FLORIDA D ; 5 /16 /16 9 AL.E: 1/4"=1' -0 5E Or 9 2x12 (n Srn) 1/16' OS5 (T'YP.) NAIL (3) 12d IN 61-81 Or., TYP. 2x12 BM. HDR. 0 ENTRY MINIMUM WALL AND HEADER STUD REOUREMENTS MAXIMUM HEADER SPAN (I'!+) CONNECTOR SCHEDULE CONTROL DATE: 01-01-15 5'-01 t0 SIMPSON UN,O. USP 1'4 1n' AND UP DES, UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER SUPI'ORTINCs END OF 1'EA0ER META -16 1460 HTA I6 -IS 1400 (1) 10d x 1112" I -PLY, (6) 16d 2 -PLY, (USP: (10) IOd X 1112' - NO 16d OPTION) IM (2) META -16 1985 1900 (2) HTA 16-18 28®0 (10) 106 x 1 1R' I -PLY, (USP: (10) 10d x 1 1/2') 04) 16d 2 -1 -LY (USP: NO 16d OPTION) HETA-16 1810 H74 16 1615 (9) 10d x 1 I/2' I -PLT, (5) 16d 2 -PLY USP: 00) 10d x 1 1/2', NO 166 OPTION HE74-20 1810 HTA 20 1615 (8) 10d x 1 I/2' I -PLT, (5)16d 2 -PLY USP. (10) 10d x 1 VV, NO 16d OPTION %-203.9 �. (2) I-IE1a-20 2900 (z) HTA-z0 9,10 (10) IOd x 1 1/2' 1 -PLY USP: (10) loci x 1 I/2' (12) 16d 2 -PLY (UOP; NO 16d OPTION) O LST -2 2150 LUGT-2 1915 R) - 1/4' x 2 1/4' TITEN 2 PLY (1,151: BILK (5) 1/4' WBI, WOOD Oro) 10d V) DETAL-20 2480 NO USP CONVERSION FOR SIMPSON PETAL -20 (18) - 10d x 1 1/2, 1 PLY Mat 3965 MUGT 4000 0)5/V' A.T.R. IN HIGH STRENSIH EPDXY (MN. 12' EMBED), (22) IOd TO WOOD (USP: (28') 1®d TO woop) HGT-2 + 10950 4A.ICsT-2 9365 C2) 3143 ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) loci 70 WOOD (U5P: WOOD (8) 10d1 Off HGT-3 + 10530 HUGT-3 9366 (2) 3/4' Ar.R IN NIGH STRENGTH EPDXY (MIN. 12' EMBED), (I&)10d TO WOOD (USP: WOOD (a) I0d) MEMO' LGT3-Sp625 3285 LU47-3 5330 (12) SDS V4'x2 i/2" TO GIRDER (4) 318" x 5' TITEN HD TO WALL (USP: CCNC. (4) 31S' X 5" WEDGE ISOLT, WOOD (12) W625 LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA 1555 WALL (10) 106 x I -I/2' (USP: (10) IOd x 1 1/2' VGT 4840 NO USP CONVERSION FOR SIMPSON VGT (1) 5/a" A.TJ@ IN HIGH 6tRI=_N14-.1H EPDXY CMN. 12' EMBED), (16) -SDS 1/4'X3' t0 WOOD (2) VGT 1185 NO U5P CONVERSION FOR SIMPSON (2) VCT) (2) 516" A.TR IN NIGH STRENGTH EPDXY (MN. 12' EMBED), (32)-SpS 1/4'X3" / 2 PI_Y MT5-12 1@00 MTW 12 '595 (14) 10d x 1 1/2' (UE-: (14) 10d x 1 1/2", (14) 10d) 14TS-16 1150 HTW W. 1660 (16) lod x 1 1/2" (USP: (16) 10d x 1 1/2", (16) 10d) HTS -20 1450 4,'TW 20 2045 (24) 10d x 1 In' (USP: (24) 10d x 1 1/2", (20) 10d) HTS -24 1450 14TW 24 2045 (24) 10d x 1 1/2" (USP: (24) 10d x 1 1/2", (20) 10d) LSTA-12 ++ 925 L5TA 12 910 (10) 10d USP: (19) 10d LSTA-18 «« 1235 LSTA 18 1360 04) 10d U6P: (14) loci MSTA-18 ++ 1316 M6TA-18 1315 (14) 10d USP: (14) 106 V) M57A-24 ++ 1640 M5TA-24 1150 (18) IOd USp; (I5) 10d CL M6TA-30 ++ 2050 M57A-3O 2140 (22) 10d USE,; (22) 10d MSTA-36 + 2050 MSTA-36 2525 (26)10d U$F' (26) Lod I— M51 -1-3r.'39 3500 KSTI 236 30 (36) 106 x 1 1/2' USP, 1361 loci x I I/2" MSTI-48 5065 KTSI 245 4250 (48) loci x 1 1/2" USP: (48) 106 x 1 I/2' H6 95o LFTA 6 1599 (8) 5d TO PLATES, (a) 8d TO STUDS (USP: 06) 8d x 1 1/2', (16) 8d> OP4 888 SPT 4 949 (6) 10d x 1 1/2' TO STUDS USP: (6) IOd x 1 1/2' 70 0TUD8 A34 399 MP 34 410 (4) W x 1 1/2' TO BEAM, (4) ad x 1 1/2' TO POST. 1,15P. (4) 8d x 11/2' TO BEAM, (4) 8d x 1/2" TO POST. HCP2 645 HHCP 2 1010 (12) 10d x 1 1/2' USP: (10) 10d x 1 1/2' TO TRUSS, (10)10d X 1 1/2' TO PLATE HIDA 1340 RT ISA 2180 (18) IOd x 1 112' USP: (9) 10d x 1 1/2" TO 7RU55, (6) 10d X 1 I/2' TO PLATE VGT 4 HDU4 4665 PHD 44 4535 (16)-61P6 1/4"x3' TO WOOD, (lot -SDS 1/4'x2 1/2'W/ THREADER ROD, (2) NUTS/WASHER/2 PLY USP: 5/V ATR MN, 1" EMBED SET IN NIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT 4 H075 4940 TOX 10 5110 (16) -SDS 1/4"x3" TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHE"PLY USP: 1/8' ATR MIN. T EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 6715 (I) 9/8" A.TR IN HIGH STRENGTH EPDX1-, (MINL 1' EMBED) IN CONC, (12)16d TO WOOD U6P; SAME AS 6IMP6oN ABU 66 2300 12000 PAU 66 2635 13815 (9 5/a" A.TJ2 IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CCNC, (12JI6d t0 WOOD UW: SAME AS 51Mp60N V) LTT15 +++ 1340 LTS 19 1205 0) 3/4' A.T.R.IN HIGH STRENGTH EPOxY, (MN. 1" EMBED.) N UW! (aAo6 t0 WOOD U: SAME A6 SIMP60N 0 = LTT20B +++ 1500 LT5 205 1105 (1) 1/2' AT.R IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN GONG, CIOAOd TO WOOD U5P: 3/4' ATR MIN 7' EMBED SET IN HIGH STRENOTH EPDXY, 00) 106, (10) IOd x 1 1/2', 2-1/2' (� Z HTT4 4455 HTT-06 4465 (U 5/8' A.T.R- N HIGH STRFW4TH EPDXY (MIK 1' EMBED) IN CONC_ (18) SD-tO X 11R' (USP: (20) 16.1 X 2-1/2') USP HAO MORE NAIL OPTIONS: (20) 10d, (20) 106 x 1-If2', (20) 16d x 2 1/2' Q 147T5 5090 HT745 5430 (1) 5/5" A.TR IN HIGH STRENGTH EPDXY (MN. 1" EMEED,) N GONG, (26) Vod X 2 1/2' (LISP: (20) 16d X 2-1/2') U5P HAS MORE NAIL OPTIONS (28) LOd, (28) 10d x 1-1/2', (20) 16d x 21/2' HHDall-SpS 25+ 11,810 UPHD 11 12090 (U 1' ATR. IN HIGH STR.EIJGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24) 6D6 Ys" x 9S' WOOD 5CREW6 (U5P: (24) W53 WOOD SOREWS) Hp115 6645 TDX 10 5110 (1) 1/8' AJ5. IN NIGH S7RENCsTH EPDXY, (MIN. -I' EMBED.) N GONG, (3) 3/4' STUD EOLTS TO WOOD NSP: (4) 1/8' 501-751 V) Ir MBNA 3,56/11.25 —(14) 3415 5330 NFM35XI2U 3165 1130 SIMP5CN: (1) 314' AT.R IN HIGH STRENGTH EPDXY, (MN. 6.15' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMSEDMENT) N CMU. FACE, (18)19d TO BEAM USP: (1) 112'J -SALT W/ MINIMUM 6! LME3ED. 4 NOT LESS THAN 4' FROM EDGE OF CON- W/ 3/4' PIA ITU) RAMOET/RE,114DYN14 BOL T SLEEVE ANCHOR OR EO. W/ MIN. 5' EMBED DEPTH INSTALLED M THE FACE. 1 AT T W HU5C412 (WOOD) 3635 2660 (PERI 2b3O (PLR) HU64121F 3060 3265 (ROOF) 3225 (ROOF) (10) Ad TO HEADER. (10) 16d TO WOOD U5P; SAME 45 SIMPSON HUC410 (CM.) 1810 5085 HD410 IF 1905 N15 (16)1/4` x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: (USE': (IB) 114' x 3'W53 SCREWS, (10) LOd TO WOOD. =z HUC210-2 (CMU) 1810 5065 HD210-21F 1905 3115 (16) 1/4" x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: CUSP: (18) 1/4' x 3' U153 SCREWS, (10) 06 TO WOOD HUC210-3 (GMU) 1810 4000 HD210-311F 1905 3115 (15) 1/4" x 2-3/4' TITEN (9 PIER FLANGE) TO CMU, (10) 106 TO WOOD: (U51": (ib) 1/4' x 3'W53 SCREWS, (10) 106 TO WOOD LGUM26-2-SDS 1430 5885 NO USP CONVER51ON FOR 61MP50N LGIM26-2-6D6 (4) 3/5' x 4' TITIEN HD ANCHORS (2 PER FLANIG6) TO CMU, (4) 114' X 2 1/2' SDS 5CRIEW6 TO WOOD HIGH STRENGTH EPDXY • 011"IP60N '5Et EPDXY-TIE'. CONTACT THE ARCHITECT/:NGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR 01MILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT 15 GREATER THAN V DEEP, THE VERTIGAL CELL IN G.M.U. WALL MUST 5E FILLED SOLID w/ SROUT- ++ 10d COMMON NAILS CAN BE SUBI57TUTED WITH 10d x 1 I/2' NAILS IN CONJUNCTION WITH A 239, REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR T14I5 APPLICATION PRIOR TO INSTALLATION. + MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL. BE 1" W H O5EC445E 477. - 4-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORRO510N PROTECTION 16 U5EP. WHEN USNCs STAINLESS STEEL CONNECTOR£, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAx / HPG GALvANIZED CONNECTORS, USE FA6TENER6 GALvANIZEp PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL 154515 AND MUST HAVE IURITTEN APPROVAL FRYM 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 ANCHORMCs 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-SA6-2012. 2x12 (n Srn) 1/16' OS5 (T'YP.) NAIL (3) 12d IN 61-81 Or., TYP. 2x12 BM. HDR. 0 ENTRY MINIMUM WALL AND HEADER STUD REOUREMENTS MAXIMUM HEADER SPAN (I'!+) UP TO 5'-01 t0 W -ON UN,O. 4'-11 1/2" 1'4 1n' AND UP NUMBER OF HEADER STUDS SUPI'ORTINCs END OF 1'EA0ER 1 2 3 NUMBER OF RJLL LENGTH STUDSI IM 2 IP AT EACH END OF HEADER _F 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 BYTRUSS 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 ATTACH (2) 2X8 BM TO F AME W (2) MTS -12 ATTACH (2) 2X8 BM - TO CMU W (2) MTSM-12 (2) 2X8 BEAM 3 J5G (2) META -I6 --/ CJ3A GJ1A • —41p' • A ♦ • A 4\ 7 • Irr4 n i4� ■! ' (11 CZ■ n m__�1 n �� ���� n EL, 11 •I.ICZ.=.E.....L-.E�C���h��7A���6Cl;�....,;.f_ Q 1 I () II II 11 II II 11 II 111 II II 11 II II I 11 11 11 II II II II II I I I (I (T (T I I ® I It I It I It I It I It I It I I I I I I I I Ig I A I I ell l 0 Ila! I II II I I I I lir 111 111 III II II 11 II II II 11 III II II II II II 111 I II �) II II II II I II I II () II II II II II I III II II II II II II II III II II II II II I 1 II II II II II I II II II II II II II II 11 I III II II II 11 � II II II ill I1 — SII II II II I I II II II II II �II II III ►I II II II II � II II II III II lilt II II II I fl I it I I 11 II II II II -4 I I II II II II II II II II II 11 II 11 O II II II III II 1111 II II II I II 11 II II II II �-II II III II I II II II II II II I -J I II II II II 11x-11 II J II II Il II II II II I --I I-, I I II II II tiILL II II II II II II It 11 II 11� 311 11 I II II II II II II II I I I I I LSW II II II II II (2) META -I6 I I I I 1 I I _----------------------------------------------------- #:: 77�U���� II II II I � � � I II II II II II II II II I III II II II II II II II li 4 A A A A A A A A A w FIRST FLOOR FRAMING PLAN 3 _1 `- (2) META -16 coo A R C H I T E C TS O.F Des 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 II / n w TRUSS TO 4x4 FOST IM IP M ~ IH OR ■ ,. Off MEMO' ' (2) META -I6 I I I I 1 I I _----------------------------------------------------- #:: 77�U���� II II II I � � � I II II II II II II II II I III II II II II II II II li 4 A A A A A A A A A w FIRST FLOOR FRAMING PLAN 3 _1 `- (2) META -16 coo A R C H I T E C TS O.F Des 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SZTADIV. & LO 1%. KENSINGTON RESERVE (LOT 136) MODEL.: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 13681 PAGE: FIRST FLOOR FRAMING PLAN ARCHITECT STATE OF FLORIDA DATE:' 5/16/16 At -E: 1/4"=1'- 0" SHEET 6 OF 9 \000000�00� SZTADIV. & LO 1%. KENSINGTON RESERVE (LOT 136) MODEL.: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 13681 PAGE: FIRST FLOOR FRAMING PLAN ARCHITECT STATE OF FLORIDA DATE:' 5/16/16 At -E: 1/4"=1'- 0" SHEET 6 OF 9 2x12 (n STP) 116' O6L3 (TYP.) NAIL (3) 12d * 6'-8' O.C. TYP. 2x12 BM. HDR. ® ENTRY MINIMUM WAAND LL -- MAX"JM }'LEADER SPAN CPO.) CONNECTOR SCHEDULE CONTROL DATE: 01-01-15 54-01 TO SIMPSON UN'O` USP -P-11 1/2' AND LIP NUMBER CF HEADER STUDS DES, UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER 2 META -16 1450 HTA I6-16 1400 (7) 106 x 1 1/2" 1 -PLY, (6)16d 2 -PLT, (U5P: (10) 106 X 1 1/2' - NO 16d OPTION) AT EACH SND OP HEADER (2) META -16 1985 1900 (2) µTA 16-18 2800 (10) 10d x 112' I -PLY, (U5P= (A0) 10d x 1 V2') (14) I6d 2 -1 -LY (USP: NO ibd OPTION) HETA-If. 1510 HTA 16 1615 (9) 106 x 1 112' 1 -PLT, (e) I6d 2 -PLY USP: (10) led x 1 12', NO I6d OPTION HETA-20 1810 HTA 20 1615 (9) led x 1 1/2'l -PLY, (8) I6d 2 -PLY USP: (10) led x 1 1/2', NO 16d OPTION 'r x Z (2) HETA-20 2035 z3oe (2) HTA-20 3170 00) 106 x 1 1/2' I -PLY U5P: (10) 106 x 1 1/2' (12) 16a 2 -PLY USP: No iba OPTION) O LGT-2 2150 LUGT-2 1915 (7) - 1/4' x 2 1/4' TITEN 2 PLY CUSP: BLK (5) 1/4' WB, WOOD Orb) 10d Cf) DFTAL-20 2480 NO USP CONVERSION FOR SIMPSON PETAL -20 (18) - 106 x 11/2, 1 PLY MGt 3965 MUG7 4000 (1) 5/8" A.T.R. IN NIGH STRENGTH EPDXY (MIN. 12' EMIDEP), (22) IOd TO WOOD (USP, (26) 106 TO WOOD) HGT-2 + 10980 H03T-2 9365 (2) 3/4' At.R. IN HIGH STRENCsTH EPDXY (MIN. 12• EMBED), (16) lod TO WOOD (USP: WOOF (8) 10d) NGT -3 10530 HUGT-3 9365 (2) 3/4' Ar.R IN NIGH 81RENGTH EPDXY (MIN. 12' EMBED), (I6) loci 70 WOOD (USP: WOOD (8) led) LGT3-SPS25 3285 LUG7-3 5330 C12) SR6 1/4'x2 12" TO GIBBER l4) 3/8" x 5' TITEN HR TO WRLL CUSP: GONG. (4) 318' X 5" WEpGE BOLT, WOOD (12) L625 LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA WALL 1555 (10) 106 x 1-12' (USP: (10) 106 x 11/2. VG7 4940 NO USP CONVERSION FOR SIMPSON VGT (1) 5/8" ATR IN NIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) -SDS 1/4'X3' TO WOOD (2) VGT '1185 NO U5P CONVERSION FOR SIMPSON (2) YGT) (2) 5/8" A.T.R. IN NIGH STRENGTH EPDXY (MIN. 12EMBED), (32)-Sp8 1/4'X3" / 2 PLY MT5-12 1000 MTW 12 1595 04110d x 1 V2' CUSP: (14) loci x I I2", (14) ted) HTS -16 1150 HTW 16 1660 (16) loci x 1 1/2" (USP: 06b) led x I V2", (16) led) HTS -20 1450 HTW 20 2045 (24) 10d x 1 12' CUSP: (24) lod x 1 12", (20) led) HTS -24 1450 LTLU 24 2045 (24) 10d x 1 1/2" CUSP. (24) 10d x 1 12", (20) 10d) 1-6TA-12 - 925 L5TA 12 910 00) led USP: (0) 106 L5TA-18 - 1235 LSTA 16 1360 (14) 106 USP: (14) 1Od MSTA-18 - 1315 M67A-16 1315 (14) 106 U5P: (14) 106 V) MSTA-24 ++ 1640 M5TA-24 1160 (18) 10a uSP: (IB) led Q.. META -30 +« 2050 M5TA-30 2140 (22) led USP; (22) 106 MSTA-36 +. 2050 MSTA-36 2525 (26) led U5P, (26)10,:4 F- MSTI-36 3800 KSTI 236 3ow (36) lea x 1 1/2' USP, l36) loci x I I/2" MSTI-48 5065 KTSI 248 4250 (48) loci x 1 1/2" USP< (48) loci x 112' H6 950 LFTA 6 1595 (5) 5d TO PLATES, (5) 8d TO STUDS (USP: (16) E36 x 1 1/2', (16) 5d) SP4 885 SPT 4 943 (b) led x 1 12' TO STUDS USP: (6) led x 1 1/2' TO STUDS 434 399 MP 34 410 (4) ad x 1 12' TO BEAM, (4) Sd x 1 1/2' TO POST. U$P, (4) ad x 1 I/2' TO BEAM, (4) ad x 1 12" TO POST. HCP2 645 HNCP 2 1010 (12) led x 1 12' USP: (10) led x 1 12' TO MOO, (10)106 X 1 12' 7O PLATE HIDA 1340 RT 16A 2180 (18) led x 1 12' U5P: (91 led x 11/2" TO TRUSS, (8) ted X 1 I/2' TO PLATE VGT 4 HDU4 4565 PHD 44 4535 (16) -SRS 1/4"x3" TO WOOD, 00} -SDS 1/4'x2 I/2' W/ TµMADED ROD, (2) NUT5/WASHER2 PLY USP: 5/8" ATR MIN, 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VG7 4 HD75 4940 70X 10 5110 C16) -SDS V4"x3" TO WOOD, (3)-3/4" STUD BOLT8 W/ THREADED ROD, l2) NUTS/WASHEROPLY USP, 116' ATR MIN. 1' EMBED SET N HIGH STRENGTH EPDXY (4) 1/6' THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 61-15 (1) 5/8" A.T.R. IN HIGH BTREN37H EPDXY, (MIK 1' MIMED.) IN CONC, (U2 16d TO WOOD USP: SAME AS SIMPSON ABU 66 2300 12000 PAU 66 2535 13615 (1) 5/8" A.TR IN NIGH STRENGTH EPDXY, (MIK 1' EMBED) IN CONC, l t2A6d t0 WOOD USP: SAME AS 51MI-SON ry LTTM .++ 1540 Lm 19 1205 (1) 3/4' AT.R IN NIGH STRENGTH EPDXY, (MIN. 1" EMBED) IN GONG., (SAVa t0 WOOD USP: SAME 46 SIMPSON Q = LM05 +.+ 1500 LTS 205 1105 (1) 12' AT.R IN NIGH 67RENGTH EPDXY, CMrr L 7' EMBED.) M CONC, C1010d TO WOOD USP; 3/4' ATR MIN 7' EMBED SET IN HIGH STRENGTH EPDXY, (10) 1Od, (10) led x 1 12', 2-1/2' (� Z HT74 4435 HTT45 4465 (U 5/8' A.T.R. N HIGH STRENGTH EPDXY (MIK 1' EMBED) IN CONC., (18) SD"10 X 1 12' (USP: (20) I6d X 2-1/2') USP HAS MORE NAIL OPTIONS: (20) 106, (20) led x 1-12', (20)16d x 2 12' Q I-ITT5 5090 HTT45 5430 (1) 5/5" A.TR IN HIGH STRENGTH EPDXY (MN. 1" EM5ED) N GONG, (26) V d X 2 12' (USP: (20) I6d x 2-12') USP HAS MORE NAIL OPTIONS: (28) Led, (28) 106 x I-12', (20) I6d x 21/2' HHDan-Sp6 25+ 11,510 UPHp 11 12090 (1) 1' ATR. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONIC., (24) 6D6 Ys" x 2i' WOOD " REW5 (U5P: (24) W53 WOOD SCfRIElU6) Hp15 6645 TDX 10 5110 (1) 1/8• A.B. IN HIGH 51RENGTH EPDXY, (MN. l' EM15Ep.) N CONC., (3) 3/4' STUD BOLTS TO L1001D CUSP: (4) 1/8. 15CLTS) (/) M5HA 356/ 1.25 34i5 5330 NFM35Xt2U 3165 1130 SIMPSON: (1) 3/4' A.T.R. IN HIGH STRENGTH EFOXY, (MN. 6.15' EMBEDMENT) IN C..T111. TOP, (U.314' At.R IN HIGH STRENGTH EPDXY, (MIN. 6.15' SM15 RMENT) N CMU. FACE, (18)10d TO BEAM USP: (1) 1/2' J -DOLT WI MINIMU'T 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF 0:) C W/ 3/4' DIA ITW RAM8ET/REDHEAD DYKA BOLT SLEEVE ANCHOR OR EO. W/ MIK 5' EMBED DEPTH INSTALLED N THE FACE. (14) Ica AT J018T Li.l 0 HU50412 (WOOD) 3695 2660 (PLR) HUS4121F 9265 (ROOF) 2630 TEAR) 3060 9225 (ROOF) C102I6d TO HEADER, (10) I6d TO WOOD USP. SAME AS SIMPSON Z Q HUC410 (CMA.) 1610 5085 HD410 IF 1905 3115 (16)114" x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD, CUSP: (18) 114' x 3• W53 SCREWS, (10) led TO WOOD. = HUC210-2 (C1MU) 1810 5055 HD210-21F 1905 3115 (I6) 114'x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 106 TO WOOD: (USP: (IBJ 1/4' x 3• W53 SCREWS, (le) 10ci TO WOOD HUC210-3 (CMU) 1510 4000 Hp210-31P 1905 311$ (18) 1/4" x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 1Od TO WOOD: CUSP: (15) 1/4' x 3' WS3 SCREWS, (10) loci TO WOOD LGUM26-2-SDS 1 1430 5395 I NO LISP CONVERSION FOR SIMP50N LGU-T26-2-605 (4) 3/5' x 4' TITEN HD ANCHORS (2 PER KLANGE) TO CMU, (4)1/4' X 2 12' SDS SCREWS TO WOOD HIGH STRENGTH EPDXY . SIMPSON '5ET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OP RECORD FOR WRITTEN APPROVAL PRIOR 70 SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHIESIYE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN G.M.U. WALL MUST BE FTLLED SOLID w/ GROUT_ ++ led COMMON NAILS CAN BE SUBSTITUTED WITH led x 1 1/2' NAILS IN CONJUNCTION WITH A 239: REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 RECUIRED FOR THIS APPLICATION PRIOR TO INSTALLATIOK tfi MINIMUM EMBEDMENT INTO THE TOP OF A 5ONDBEAM WILL BE 5', MINIIMIJM EMBEDMENT INTO THE FOUNDATION WILL BE 1" Ld O5EC4115E ATA = A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) OF THE WIDE YARIETY Or MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FAVrENER6. WHEN USING IMAX / HPG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE CP EXPANSION ANCHOZ5 WILL BE EVALUATED ON AN INDIVIDUAL 54515 AND MUST HAVE MITTEN APPROVAL PROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013', 'HIGH WIND-RE515TANT CONSTRUCTION C-HW09, AND ANCHORNG 4 FA5TENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-64,5-2012. 2x12 (n STP) 116' O6L3 (TYP.) NAIL (3) 12d * 6'-8' O.C. TYP. 2x12 BM. HDR. ® ENTRY MINIMUM WAAND LL SDREQUIREMENTS MAX"JM }'LEADER SPAN CPO.) UP TO 54-01 TO 81-04 UN'O` W-11 I/2' -P-11 1/2' AND LIP NUMBER CF HEADER STUDS SUPPORT1W.1 END OF HEADER 1 2 3 mnwR OF F: LLL L.ENcxTH 8TUD8 1 F 2 AT EACH SND OP 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 BYTRUSS 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 DBL. STUD TRUSS TO (2) 2x8 DSL STUDS W/ WTS-16 ---s I 1 �' D5 r GJI CJ3 CJs A®1 L 015L. STUD A02 A®3 Amo' A05 AI A�5 Ams A05 Amo' A03 Amb STUD AOn 504 5®4 9504 5®3 5®3 503 5®3 5®3 503 5®3 1303E SECOND FLOOR ROOF FRAMING PLAN A R C N I T E C TS LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 StmDrv. & LOT: KENSINGTON RESERVE (LOT 136) MODEL9 S UMMERLAND (VERSION#01) PROJECTfo: 2997.000 136R1 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT STATE OF FLORIDA ANY 6 DA 6 5 /15 /18 1/4"=1'— 0" 9HMET OF 9 �DOOOOODOOj StmDrv. & LOT: KENSINGTON RESERVE (LOT 136) MODEL9 S UMMERLAND (VERSION#01) PROJECTfo: 2997.000 136R1 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT STATE OF FLORIDA ANY 6 DA 6 5 /15 /18 1/4"=1'— 0" 9HMET OF 9 EXTE PRE-Ewslm STRAPPIN3 PER F d ImT. Ix2 W/ 1 / . \FRAMING DETAIL 2x STUDS PER CAENERAL NOTES SKEET (Ghl), SECTION TIMBER NOTE 21. INSULATION PRE-EWxlNEERED FLOOR TRUSS SECURE PER FRAMM NOTES RECESSED PRECAST CONC. LINTEL ARCHITECTS LVI\VI YYVV VI rL JGl JV PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 aUBDIV. & LOT: KENSINGTON RESERVE (LOT 136) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 299'7.000 13£R1 PAGE: ENTRY SECTION DETAIL ARCHnECI : STATE OF FLORIDA DA : 5/16/18 s ET (9 or 9 �IIIIIIIIII .000vvovvo. aUBDIV. & LOT: KENSINGTON RESERVE (LOT 136) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 299'7.000 13£R1 PAGE: ENTRY SECTION DETAIL ARCHnECI : STATE OF FLORIDA DA : 5/16/18 s ET (9 or 9 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: SUMMERLAND MODEL TRANSFMA ER BANK: 50kYA LOAD INFORMATION VA 2476 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 7AN (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) RATER HEATER 9000 (1) DISHIIASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 FATHER Ma rc wd�ouo NLLT Ilt a (TAMPER 0010AW SUBTOTAL OF GENERAL LOAD 48,674 P MT i0 XVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD O 40%= 38,874 VA z (4) 1;1,470 TOTAL NET GENERAL LOAD 14470 3.5—TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 COLD WATER PIPE. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMADLY W/ 5—KW ELECTRIC HEAT 5000 VA z (85X) 3250 BONDXsRyOU 0 TO COLD WATER PIPE. GORES, AND THE LOCAL POUJER CO. NET GENERAL LOAD M470 NET TOTAL HEAT 10,460 TOTAL, LOAD 96,920 CALCULATED LOAD FOR SERVICE 35,920 VA / 240 V— 149.67 200 AMP SERVICE >lIATCN (3) *1 TIaHNm-m COPPER CONDUCTORS, (I) o 6 -rw NVlfl- m COPPER GROUND M 2" CONDUIT - v SYMBOL TRANSFMA ER BANK: 50kYA NOTES VOLTAGE: 162+0/13200-24C/480V NEMA 3R 200 AMP SERVICE: SW." PHASE 120/240 TYPE: UNDER SFRXND COMBO VOLT 42 AVAILABLE INITIAL SYMMETRICAL PAULT CIRCUIT DISC"ECT CIRCUITS AT SECONDARr SIDE& (120/240 VOLTS) M AND METER MLO MAXIMUM FAULT CURRENT: 133W amps CAN POUMR COMPANY 200 Q6Tnr TRANSFORMER AMP PHONE / DATA FATHER Ma rc wd�ouo NLLT Ilt a (TAMPER 0010AW P000r E"JOX SERVICE BY OTWERS INTERSYSTEM BONDING TEIRMINAL TYPE! AT LOW VOLTAGE CONNECTIONS GRADE LINE Form w daw PALT IN ENIF �err�raRPOWAV 21L 0 AM� ELECTRICAL RISER TO 0474PROVIDE M4 THI-N/tHWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND NOTE: COLD WATER PIPE. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMADLY W/ NOTE: P PVC IS USED THERE IS NO APPLICABLE PROVISIONS OF THE NATIONAL EL.EC. CODE, LOCAL BONDXsRyOU 0 TO COLD WATER PIPE. GORES, AND THE LOCAL POUJER CO. CABLE / Tv WEATHER PROOF BOX FIRST FLOOR ELECTRICAL PLAN DED. 20 AMP OUTLET FOR M. WAVE METER, VERIFY LOC. ELECTRICAL LEGEND SYMBOL DEFINITION NOTES Thi/ aB arm w ou" mIr ne 41 MW*e � lvv FLOm Maim w d m RNLT ® N1W'1lJtlf�#l!RI!lINT/!R Q6Tnr T1TE1 nov SWTCWFD Ma rc wd�ouo NLLT Ilt a (TAMPER 0010AW GI1TI.ET TYPE! Wv OR Form w daw PALT IN ENIF �err�raRPOWAV aTL>:r TTP!) III ,fr1� 22OV OUTLET 4 Wig C04C taws EXTERIOR IUAIMMOOP OUTLE $ BNA= $M >lIATCN Swr a 4mrm $4 aim 4.r�4r aPMe�TIaFt D"" 911m OLL MOLKIM LbW WALL W042 fft CEILING MOXW LrOM RECEM CAN O. VAFOR"10OF \000000000 SCAN vert Tsar ( Vert PAN V �C LW 24' LKiWt ISW V LW 61W 0 pJORl: mt AND" 24' Fi.11O�lrt V FLUOI�ESCO+It ® PAhEL _ 6114UC1lN�D WIDE 10,4NEL aim MEI mm D>OR nw kopmolcm CAFSOM MONMN2E earr.rw�� swm / CARBON MONOXe. ICOI s�7 tID DI: WOR M MMMT LW JACK QCIO OJILET LW eooc POR GELIIa 0ax I®a� 1n eE ® )_ af'P= K,taooNi *=V Ai4 Malt Mr Ab =Nrae �cnoN NOEAKHR FNE-URE ... FLOOD LW GEO0 8 AD D DK,ITAL QYPAD MATER IFATER DISC.A+6ECt AIR COO. D18CONECT TELEwSION JACK r� DOOR cwm NOTE: -PHONE Cx1TLETS 4 TELEVISION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO 5E ARC FAULT AND TAMPER RESISTANT TYPE A R C N IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r � \000000000 sxmDrv. de LAT: KENSINGTON RESERVE (LOT 136) moDEL: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 136R1 PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA DATE: 5 /16 /18 SCALL: 1/419=19—o" SHEET 9 or 9 LINE OF IST i FLOOR BELOW L ---------- SECOND FLOOR ELECTRICAL PLAN SCAL.E. 1/4 - P -m" ELECTRICAL LEGEND SYMBOL DEFINITION NOTES Mev cunt e auirr� vwai�o�w u Kt�detra�eie �rnwr ® Ilmv R.00R ea rp o w GF4 n PALT KTeIPIlJ� [1TMN'1�'�de lM wwa r OUTLET Ov SAXWED ixWrrW W O&PO PALT aim Tm) wV GP1 ear w 4pwm K4 LT . NWdW 220Y OUTI.!~T 4 Wig CONOWN EXtMOR �A1T�1°I�OOF OlJw $ GUTW $3 > wmw 3_"T A'®eAm $4 sutw 44mr anpAr apt D" R SII = (.� UTAI.L MO1I+ w LIGHT U ALL SCONCE 01111111111 PRE�IRE ca-wx MOXW LIGHT REC+EM CAN L\DDOOOOOODI YAFOR PROOF PECEM �Al jCAN VW PAN V �C LW 24' LIGHT STRIP V LW 01RP a meow241 aairo RuolT 6 D PkiL _ BtIQlIC1lNiED wm PANEL MER3R a DEOR ® M AR DEIECtO Vm / cAMM "amiOE eAnKoval*c MMMT LW JACK QCsAo MW ® CE LM PAN, i �� A=FPA= w LW wx n At M FQt "rem= ceLm sm � m w eiwr=lu K ACCOV CE V eioee rwea�a A3 euo� aae NMI PI�-U R4M LIGHT SYWM KEYPAD Q DKITAL KEYPAD U 41ER WATT u DMCO# T �-j AR GOND. 018GCIMECT TMWGION JACK EMEWASCY D DOOR CNNES NOTE: -PHONE OUTLETS 4 TELEVISION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE ARCHITECTS Des02GrOuOIc . PH: 407-7746078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r 1 01111111111 L\DDOOOOOODI SUHDrv. ac LrOT: KENSINGTON RESERVE (LOT 136) MODEL S UMMERLAND (VERSION#01) PROJECT44: 2997.000 136R1 PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT -- STATE OF FLORIDA DQE; 5/18/18 SCALL: 1/411=11—o" SHEET 19. for 9 1 SHINGLES OR TILE (PER BLDR) REFER TO DETAIL 1/D2 FOR GABLE — NOTE: NOTE: OVER 030 FELT PAPER (OR APPROVED EQUAL) X -BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED INSTALLED PER SECTION RW5 OF THE FBCR, RE -ENGINEERED TO PLUMB JAMB. I� TO PLUMB JAMB. III bTH EDITION (20I1) GABLE ROOF TRUSS DO NOT EXCEED DO NOT EXCEED 8' CMU BLOCK 8' CMU BLOCK 2x4 BLOCKING BETWEEN TRUSSES DRYWALL DRYWALL WINDOW/DOOR JAMB OVER ROOF SHEATHING (TYPE AND ATTACHMENT 1• �� METHOD PER 'NAILING SCHEDULE' AT FIRST (2) BAYS P.T. or 5'x4' MIN. Z P.T. Ix4 or 5'x4" MIN. (4'-0' O.G. g SHEATHING SEAMS) (SEE WINDOW/DOOR JAMS 5LOCKING 1x4 or 1x2 P.T. NAILER (SEE WINDOIWOOR JAMES 5LOCICENCs 1x4 or 1x2 P.T. NAILER CKING FASTENER METAL DRIP EDG FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT (D�lll 2x6SUB-BAN77 DOOR CASING SCEDULE VENTED ALUMINUM SOFFIT TIFFBACK AT ALL UPRIGHTS DOOR JAMB !WINDOW SECURE 2nd 2x TO STRUCTURAL —DOOR JAMS / WINDOW " TEXTURED CEMENTITIOUS COATING MIN. OVER 4'-1@° HIGH (ATTACHED TO BLOCKING MEMBER wi l2)12d NAILS S' FROM TAS PER TRUSS ENGINEERING) (ATTACHED TO BLOCKING P.T. 1x4 or 'x4' MIN: cm (PER ASTM 0926) OVER PAPERBACK PER MFR'S SPECIFICATIONS EACH END and 18 O.G. MAX 5 EXPANDED METAL LATH, OVER APPROVED ECURE P.T. 2x8 TO BLOCK w/ �' x 9' PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ FE PLAN ANCHOR BOLT w/ 2' WASHER SET IN (1) b" TAPCON. (MIN. EMBEDMENT 1 4') 2 -LAYER WATER RESISTANT BARRIER, OVER SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK +%4" or + 4" WINDOW TO BLOCK (+3" s" FROM EACH END and a 18' O.C. MAX WALL SHEATHING (TYPE AND ATTACHMENT s l b" MIN. EMBEDMENT 0 32' O.C. MAX) or METHOD PER "NAILING SCHEDULE DOOR JAMB TO BLOCK (A4 or + 4 DOOR JAMB TO BLOCK (+3"} (1) DRIVE PIN, 8' FROM EACH END and SECURE GABLE TO 2x8 P.T. PLATE 4A scALE: �'_I,_m. 4E SC,aLE: ,'_E,-�' tv 18' O.C. MAX w/ 12d NAILS im 8 D.C. MAX MfN. SHANK SIZE .145 • MIN. HEAD SIZE 300 7B ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT 1' TRUSS w/ (2)12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED 6 MID -POINT OF TRUSS SPAN NOTE: — NOTE: ' TEXTURED CEMENTITIOUS or 10'-0' O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: CED COATING MIN. (PER ASTM p ,ATT OR BLOWN -IN INSULATION TO PLUMB JAMB. TO PLUMB JAMB. I" SECURE TO BLOCK w/ (1)' TAPCON C926) OVER CM (R -VALUE PER ENERGY CALCS) F1DO NOT EXCEED DO NOT EXCEED (MIN. EMBEDMENT 1 49 8' FROM EACH " GYPSUM BOARD OR �' NIGH STRENGTH 8' CMU BLOCK END and 6 18' O.C. MAX CEILING BOARD z' DRYWALL 8 CMU BLOCK �„ DRYWALL or ONC. FILLED U -BLOCK w/ (1) 05 P.T. 2x (1) DRIVE PIN, 8' FROM EACH END and 1 BLOCK WALL SECTION — GABLE ROOF (SEE WINDOW/DOOR JAMA BLOCKING Ix4 or 1x2 P.T. NAILER P.T. 1x4 or 5'x4" MIN. 1x4 or 1x2 P.T. NAILER 6 18' O.C. MAX 1 SINGLE STORY SCALE: 3/4'=1'-0' CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHME=NT DOOR CASING (SEE WINDOW/DOOR JAMB BLOCKING �' OSB (4" WIDE MIN) MIN. SHANK SIZE .145 FASTENER SCHE=DULE FOR ATTACHMENT MIN. HEAD SIZE 300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING MIN. EMBEDMENT 1 SHINGLES OR TILE (PER BLDR) (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW " PER MFR'S SPECIFICATIONS EACH END and a 18' D.C. MAX (ATTACHED TO BLOCKING OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2xb: INSTALLED PER SECTION RW5 OF THE FBCR, , NOTE: SECURE TO BLOCK w/ (2) TAPCONS V14 EDITION (2011) WINDOW TO BLOCK (+1 Y } STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 1 4') 8' FROM EACH OVER ROOF SHEATHING (TYPE AND ATTACHMENT DOOR JAMB TO BLOCK (+1 Y"} THROUGH NON-STRUCTURAL MEMBER (1x or 1I, OSB) END and -8 18' O.C. MAX METHOD PER 'NAILING SCHEDULE' SCALE: E' 4B w!° TAPCON MIN.1 4" EMBEDMENT INTO BLOCK or =E' -m' (2) DRIVE PINS, 8' FROM EACH END and RE -ENGINEERED ROOF TRUSS 6 18' O.C. MAX EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 ig"} MIN. SHANK SIZE .145 (PER PLAN) (R -VALUE PER ENERGY GALGS) NOTE: DOOR JAMB TO BLOCK (+3 �/�"} MIN. EMBEDMENT iMIN. HEAD SIZE o@ 4F � SHIM AS NEEDED SCALE: E'=I'-m' TO PLUMB JAMB. METAL DRIP EDG" GYPSUM BOARD OR HIGH 11 DO NOT EXCEED 4' P.T. 2x8: 2xb SUB -BA STRENGTH CEILING BOARD 8' CMU BLOCK SECURE To BLOCK w/ (2) TAPCONS VENTED -GONG. FILLED U -BLOCK w/' DRYWALL NOTE: (MIN. EMBEDMENT 1 4') 8' FROM EACH ALUMINUM SOFFIT (1) 05 CONTINUOUS izEBAR P.T. 2x Ix4 or 1x2 P.T. NAILER SHIM AS NEEDED END and a 18' O.C. MAX /PER PLAN e:-0 (SEE WINDOW/DOOR JAMB BLOCKING TO PLUMB JAMB. or RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT OSB (4' WIDE MIN.) (2) DRIVE PINS, 8' FROM EACH END and WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DOOR CASING Do NOT EXCEED 4° 18' O.G. MAX ATTACHMENT PER MFR PER PLAN) DOOR JAMB /WINDOW11 SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS I" DRYWALL .MIN. HEAD SIZE 300 NOTE: P.T. Ix4 or 5' ' x4" MIN. 1x4 or 1x2 P.T. NAILER MIN. EMBEDMENT 1 4 STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED FASTENER SCHEDULE FOR ATTACHMENT (SEE WINDOW/DOOR JAMB (3LOCKM P.T. Ix (4" WIDE MIN) ALL INSULATION THROUGH NON-STRUCTURAL MEMBER (lx or �' OSBl DOOR CASING P.T. l2) 2x4: PRECAST OR POURED IN (R -VALUE PER ENERGY CALLS) w/' TAPCON MIN. 14' EMBEDMENT INTO BLOCK SECURE 2nd 2x TO STRUCTURAL 1 PLACE SILL (PER BLDR MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) 4' TAPCON 1' GYPSUM WALL BOARD EACH END and 9 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 14') 8' FROM EACH z' TEXTURED CEMENTITIOUSI) REBAR VERTICALLY IN WINDOW TO BLOCK (+1 lib"} PER MFR'S SPECIFICATIONS) END and a 18' O.C. MAX COATING MIN. (PER ASTM GONG. POURED CELL jiNOTE: or C92(b) OVER CM (LOCATION PER PLAN) DOORJAMB TO BLOCK (+1 '9/16) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (1) DRIVE PIN, S FROM EACH END and 8" CM g 18 Q.C. MAX " P.T. FURRING STRIPS f Ib" O.C. 4C SCALE; EI_I,_®1 THROUGH NON-STRUCTURAL MEMBER Ox or a' OSB) MIN SHANK SIZE .145 w/ 4" TAPCON MIN. 1 4" EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 D BASE MIN. EMBEDMENT 1 4" NOTE: WINDOW TO BLOCK (+3 3/16 .14 SHIM AS NEEDED „ TO PLUMB JAMB. DOOR JAMB TO BLOCK(+3a � � , I �16 } P.T. t2) 2xb: OONCRETE SLAB DO NOT EXCEED 4G 1_ , 1 SECURE TO BLOCK w/ (2) 4 TAPCONS 4 SCALE: 1 -I -® (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 4') 8' FROM EACH AND REINFORCEMENT) 8' CMU BLOCK END and a 18' O.C. MAX 4 XTERIOR WALL FOOTINGDRYWALL or (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or 1x2 P.T. NAILER UPLIFT UP TO 1,115 Ib (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE WINDOW/DOOR JAMB 5LOCKWx SIMPSON WT520 w/ (10) 10d NAILS TO TRUSS 4 B 18' O.C. MAX 2 , � FASTER SCHEDULE FOR ATTACHMENT P.T. Ix l4 WIDE MIN.) (4) I'X2 I' TAPCONS INTO BOND BEAM -ENGINEERED MIN. SHANK SIZE .145 SINGLE STORY SCALE: 3/4 ■I -0 4 � DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE 300 (ATTACHED TO BLOCKING UPLIFT UP TO 2,35@ Ib ONTINUOUS BOND MIN. EMBEDMENT 1 4' BATT INSULATION ADHERED TO CEILING " GYPSUM BOARD OR HIGH PER MFR'S SPECIFICATIONS BEAM BOARD (R -VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD(2) SIMPSON HT620 EACH SIDE OF TR 58 wl NOTE: (1@)1@d NAILS TO TRUSS 4 (4) 4'X2 4" TAPCONS P.T. (2) 2x8: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM SECURE TO BLOCK w/ (2) 4' TAPCONS THROUGH NON-STRUCTURAL MEMBER Ox or J' OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS W/' TAPCON MIN. 14' EMBEDMENT INTO BLOCK END andp8' OC MENT1MAX' FROM EACH TAPGONS MIN. or PENIN 22'x 30' MSN. OD Y4 CASING AT SIDE WINDOW TO BLOCK (+2 "} 2' COVER (2) DRIVE PINS, 8' FROM EACH END and ATTIC ACCESS 2' APART 6 18' O.C. MAX 3 AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 Yq"} MIN. SHANK SIZE .145 SCALE: N.T.S. WOOD CASING 4 GYP 4D _ 5 TRUSS ANCHOR RETRO -FIT MIN. HEAD SIZE 3@@ BOARD (TYP)�- E I SCALE: N.T.S. MIN. EMBEDMENT 1 4' A R C H I T E C T S Dessign Group Inc. .LJ. 17. RVI\ALV Mr-muran u{.YV. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 136) MO DEL: SUMMERLAND (VERSION#01) PROJECT#: 2997.000 136R1 PAGE: SECTIONS/ DETAILS ARCHITECT- STATE OF FLORIDA DA E: 5 /16 /18 S ALE: 1/4"=1'-0" SHEET .o v 0oovor, SUBDIV. & LOT: KENSINGTON RESERVE (LOT 136) MO DEL: SUMMERLAND (VERSION#01) PROJECT#: 2997.000 136R1 PAGE: SECTIONS/ DETAILS ARCHITECT- STATE OF FLORIDA DA E: 5 /16 /18 S ALE: 1/4"=1'-0" SHEET NAILING SCHEDULE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK ---------- . . ....... . .............. 2 YB' �1 110000 RING ROOF DIAPHRAGM - ASPHALT SWINGLE O.S.B. or V CDX PLYWOOD - 8d RING SWANK GUN NAILS s 4" O.C. � SUPPORTED PANEL (16-20 RINGS 2x LBW (STUD SIZE, SPACING 4 LOCATION PER PLAN) PRE-ENGINEERED ROOF TRUSS PRE-ENGINEERED ROOF TRUSS ST FLOOR STUDS TO 2ND FLOOR STUDS PER INCH) EDGES AND ed RING SHANK GUN NAILS 6 6' O.C. 6 INTERMEDIATE SUPPORTS. SEE DETAIL. d Z a ELECTRO GALVANIZED STRIP « DO NOT SPLICE TOP PLATES WITHIN 6 -0 SECURED w/ SIMPSON OR USP MSTA36 ROOF SHEATHING TO GABLE END FRAME USE Sd RING SWANK GUN NAILS 1p 4' O.C. EDGEWISE. 1 NAILS 12' O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL /�' TSG SUBFLOOR (ATTACHMENT ECURE 2x TO CMU w/ (3)V x 9' . Z 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. ROOF DIAPHRAGM - CEMENTfTIOUS TILE or METAL. %S CDX EXTERIOR PLYWOOD or 15%32' APA -RATED O.S.B. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - 8d RING SHANK GUN NAILS a 4' O.C. 6 SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS e 6' O.C. g INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS Q 4' O.C. EDGEWISE.TOP CHORD BLOCKING 4' 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN *-0' OF GABLE END. O.C. MAX IN FIRST (2) FRAMING SPACES 0 EACH E EXTERIOR WALL SHEATHING TRUSS PRE-ENGINEEREDRAFMR Lu METHOD PER NAILING SCHEDULE') b : ANCHOR BOLT wl 2' WASHER SET IN SIMPSON OR USP HIGH STRENGTH EPDXY l6 MIN. EMBEDMENT) NOTE: (1) ANCHOR BOLT LOCATED b' FROM TOP AND BOTTOM 4 (1) NEAR MID -CENTER —DOUBLE TOP PLATE TO STUD wl SIMPSON SP4 CUSP SPT4) 0 32' O.C. MAX 2x STUDS a 16' O.C. MAX UNLESS NOTED OTHERWISE 2x CONTINUOUS STRESS BLOCKING MID -WALL OUBLE TOP PLATE TO STUD w/ SIMPSON SP4 (USP SPT4) -0 32' O.C. MAX 2x STUDS s IV O.C. MAX UNLESS NOTED OTWERWISE _...---2x CONTINUOUS STRESS BLOCKING MID -WALL v UNTHREADED SHANK TO EXTEND p ° a: OS.B. ori' PLYWOOD or ,�" ZIP BOARD SYSTEM - Sd RING SHANK GUN NAILS 4' O.G. °r" BEYOND TWIMESS OF t THIS DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSSoe GYPSUM WALL BOARD" GYPSUM WALL BOARD PANEL EDGES AND 8d RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND 8d RING ROOF SWEATHIN SHANK GUN NAILS 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM a ANY MANUFACTURER NAIL REQUIREMENTS 7 SUB -FLOOR SHEATHING WALLS AND INTERIOR SWEAR WALLS. U "5 REBAR VERTICALLY IN CONC. POURED CELL' (LOCATION PER PLAN) ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE –SECURE BOTTOM PLATE TO SLAB w/ (U 10d CUT NAIL LA 32' O.C. MAX SECURE BOTTOM PLATE TO SLAB w/ x 9' ANCHOR BOLT w/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY (OR EQUIVALENT) b' EMBEDMENT MIN 32' O.C. MAX STUD TO BOTTOM PLATE w/ d SfMP6 N SP4 (USP SPT4) 6 32" SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK 8d ROUND, MODIFIED OR T 2 YB' .131 110000 RING UNLESS NOTED OTHERWISE (16-20 RINGS 8d x 3 SCREW SWANK BALLISTIC NOTE: ST FLOOR STUDS TO 2ND FLOOR STUDS PER INCH) AND REINFORCEMENT) r . r r -. r- O.C. MAX a BUILDING LENSTI� Q� _ ONCRETE SLAB ONCRETE SLAB --�--INTERIOR BEARING -WALL FOOTING ° (SEE FOUNDATION PLAN FOR SIZE � a (SEE FOUNDATION PLAN FOR SIZE ROOF SHEATHING LAYOUT AND ENDWALL °° (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) BRACING FOR GABLE END FRAMING a AND REINFORCEMENT) d i aXTERIOR WALL FOOTING NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING ad RING SHANK rzUN NAILS s 4' O.G. (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE TOP E BOTTOM EDGES (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) . . . . . . • . . . . INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT 2 4A SCALE: 3/4'0-0' 4B GALE: 3/4 I -0 SCALE: 3/4'■1'-®' 8d RING SHANK GUN NAILS 6" bL. IN FIELD PRE-ENGINEERED PRE-ENGINEERED ROOF TRUSS ROOF TRUSS r 4'=0' MINII"II.IM OVERLAP FOR TOP PLATE SPLICE Lu SECURE TOP PLATES w/ 16d COMMON NAILS a 4 D.G. FL y 2-ROIL6, STAGGiERED Q TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING z o (D.S.B. TO BE STRUCTURAL GRADE) TDP PLATE OUBLE TOP PLATE TO STUD w/ SIMPSON SP4 (USP 5PT4) U 2x WOOD or METAL STUDS 6 32' D.C. MAX ci d) • ° 0 24" D.C. MAX 2x CONTINUOUS STRESS z u .. ....._ ,.. , ...,. _......... _ _. inlet I rnAn R;=A1P1 Ir.1 A R C H IT EC TS D es2Grouo1nc . LONGWOOD,FL32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 136) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 299'7.000 136R1 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA D At,k: 5/16/18 SHEET D 2 u .... , _.....r _, .�....�...., ..r,.�., - ,.. O.C. IN FIELD - 2x STUDS g Ib' O.C. MAX or UNLESS NOTED OTHERWISE 8d x 3 SCREW SWANK BALLISTIC NOTE: ST FLOOR STUDS TO 2ND FLOOR STUDS d Z a ELECTRO GALVANIZED STRIP « DO NOT SPLICE TOP PLATES WITHIN 6 -0 SECURED w/ SIMPSON OR USP MSTA36 0 1 NAILS 12' O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL /�' TSG SUBFLOOR (ATTACHMENT T4G SUBFLOOR (ATTACHMENT . Z SHEAR WALLS. METHOD PER NAILING SCHEDULE') ETHOD PER 'NAILING SCHEDULE') rV UNTHREADED SHANK TO EXTEND BEYOND TWIMESS OF t THIS DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSSoe RE -ENGINEERED FLOOR TRUSS 7 SUB -FLOOR SHEATHING WALLS AND INTERIOR SWEAR WALLS. . . . . . . . . . . OUBLE TDP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP, 3/4' T 4 SUB -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS 61 16' O.C. MAX (o.S.B. TO BE STRUCTURAL_ GRADE) 3SCALE: 3/4'=1'-0' —DOUBLE TDP PLATE �DOODDOODOJ " GYPSUM WALL BOARD " GYPSUM WALL BOARD SUBDIV. & LOT: KENSINGTON RESERVE (LOT 136) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 299'7.000 136R1 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA D At,k: 5/16/18 SHEET D 2 u .... , _.....r _, .�....�...., ..r,.�., - ,.. O.C. IN FIELD - 2x STUDS g Ib' O.C. MAX or UNLESS NOTED OTHERWISE 8d x 3 SCREW SWANK BALLISTIC NOTE: ST FLOOR STUDS TO 2ND FLOOR STUDS d Z a ELECTRO GALVANIZED STRIP « DO NOT SPLICE TOP PLATES WITHIN 6 -0 SECURED w/ SIMPSON OR USP MSTA36 0 1 NAILS 12' O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL /�' TSG SUBFLOOR (ATTACHMENT T4G SUBFLOOR (ATTACHMENT . Z SHEAR WALLS. METHOD PER NAILING SCHEDULE') ETHOD PER 'NAILING SCHEDULE') rV UNTHREADED SHANK TO EXTEND BEYOND TWIMESS OF t THIS DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSSoe RE -ENGINEERED FLOOR TRUSS 7 SUB -FLOOR SHEATHING WALLS AND INTERIOR SWEAR WALLS. . . . . . . . . . . OUBLE TDP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP, 3/4' T 4 SUB -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS 61 16' O.C. MAX (o.S.B. TO BE STRUCTURAL_ GRADE) 3SCALE: 3/4'=1'-0' —DOUBLE TDP PLATE UNLESS NOTED OTHERWISE " GYPSUM WALL BOARD " GYPSUM WALL BOARD 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS NOTE: RE -ENGINEERED GABLE TRUSS BLOCKING 0 MID -WALL BLOCKING 9 MID -WALL « DIAGONAL BRACE a CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN ECURE BOTTOM PLATE TO SLAB w/ HIGHEST RIDGE. TRUSSES AT FIRST (2) BAYS 2x STUDS � ib' O.G. MAX Y2' x S' ANCHOR BOLT w/ 2' WASHER 7r SET IN SfMPSON NIGH STRENGTH « DIAGONAL BRACE To BE a ANY SPAN 15'-0' OR (4'-0' o.C. � SHEATHING SEAMS) UNC -ESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) b' GREATER (REFER TO TRUSS ENGINEERING FOR 2) 2x4 SYP *2 DIAGONAL BRACE w/ (3) ECURE BOTTOM PLATE TO EMBEDMENT MIN. tv 32' O.C. MAX ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) 0'-0" - 30'-0" USE ll) X -BRACE 12d NAILS 6 EACH TRUSS (DIAGONAL SLAB w/ (1) 10d CUT NAIL TUD TO BOTTOM PLATE w/ 30'-1' - 60'-0' USE (3) X -BRACE X -BRACING TO COVER 5 -TRUSSES 32' O.C. MAX SIMPSON Si (USP SPT4) e 32" f« (1) X -BRACE s CENTER # (2) BRACES d . 4a ad Q .4a O.C. MAX d d. DIVIDED EQUALLY FROM CENTER TO END Q ONCRETE SLAB ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE REINFORCEMENT) AND REINFORCEMENT) STFFAND ACK UPRIGHTS , HALL OVER HIGH OVER NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING ( R TR TAS PER TRUSS ENGINEERING) (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE PLASTIC OR METAL AND REINFORCEMENT) AND REINFORCEMENT) WEEP SCREE TWO STORY L. B. W. w/ NO UPLIFT TWO STORY L.B.W. w/ UPLIFT SHOWN w/ CMU (FRAME CONDITION 5A 5B SAME X -BRACING REQUIREMENTS) a CONT. 2x4 RAT -RUN ATTACHED TO EACH SCALE: 3/4"44' SCALE: 3/4"44" GABLE X -BRACING ' TRUSS w/ (2)12d NAILS I INSTALLED 6 MID -POINT OF TRUSS SPAN SCALE: 3/4'=1'-0' or 10-0' D.C. MAX SUBDIV. & LOT: KENSINGTON RESERVE (LOT 136) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 299'7.000 136R1 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA D At,k: 5/16/18 SHEET D 2 78 PV I I LA - I Crhifi NNMI- � L V or CURE 2x4 FLAT TO GAUGE) BOTTOM CHANNEL t0 DRIVE PIN BLOCK w/ CUT NAILS SLAB w/ 10d x 1' MIN. MASONRY (MIN. SWANK SIZE .145 u NAIL w/ WASHER 6 32" O.C. MAX. 4 MIN. EMBEDMENT OF I Y4') WITHIN 8' OF EACH END AND 618" O.C. MAX © ° - ONCRETE SLAB (SEE FOUNDATION PLAN FOR WALL SHEATHING ° SIZE AND REINFORCEMENT) (TYPE AND ATTACHMENT METHOD PER "NAILING SCHEDULE') CURE 2x6 MIN. t0 BLOCK w/ .T. 2x8 STUD BLOC (2)V x 9' ANCHOR BOLTS w/ 2' NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT o B WASHER SET IN SIMPSON or USP w/ MANUFACTURER ON SCUD HEIGHT LIMITS. HIGH STRENGTH EPDXY Roue+ OPENING (UP TO a' -O') (MIN. 6' EMBEDMENT) Lu 7B INTERIOR NON—BEARING WALL 0 0❑ o WAL swa SCALE: 3/4'4-0' SECURE 2x6 MIN. TO BLOCK w/ (3)V x 9' ANCHOR BOLTS w/ 2' ' TEXTURED CEMENTITIOUS --(1) REBAR VERTICALLY IN CONIC. POURED PRECAST OR POURED IN WASHER SET IN SIMPSON or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) PLACE SILL (PER BLDR) HIGH STRENGTH EPDXY (MIN. 6' 092(b) OVER CM EMBEDMENT S' CMU BLOCK 74 q`�• 0 ATHER STRIP MOLDING AROUND DOOR ' G Q (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL wl (3)V x 9" ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH (BY OTHERS - INSTALLED t0 2x6 P.T. BUCKSSTRENGTH EPDXY (MIN. V EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS SLIDEV A 6 ERHEAp GARAGE DOOR (BY OTHERS) ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT SECTION ALVANIZED STEEL VERTICAL TRACK 3 SCALE: 3/4'4-0' SCALE: 3/4'=l' -m' B SCALE: KTA (BY OTHERS - INSTALLED PER MANUFACTURERS SPECIFICATIONS) A R C H IT E C TS Design Group ���. STT LONGWOOD, FL 32750 ��� PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE w/ MIN. (3)12d NAILS /-PRE-ENGINEESZED TRUSS or MIN. (4) 10d GUN NAIL Ix6 COLLAR TIE ,@ EVERY OTHER RAFTER w/ MIN. (3)12d NAILS or o s' GYPSUM BOARD OR 1114111 IMPSON VTCB or USP \r/TT14411'I MIN. (4)10d GUN NAILS�, • - HIGH STRENGTH CEILING SPACING (1) 0 EACH END 2x RAFTE • " BOARD 6 AND '-0" D.G. MAX lx8 NAILER SECURED TO TRUSSES INGLE 2x TOP PLATE BELOW w/ (2)12d NAILS or (3) 10d GUN NAILS a EACH TRU GYPSUM WALL BOARD II 111111 a ° 2x WOODS STUDS 0 24' O.C. RAFTER TO TRUSS w/ SIMPSON yd(SIZE PER PLAN) ° MT512 or USP MTW12 ALTERNATE CONNECTION \ODODDDOOD� (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES PENETRATION w/ SIMPSON or USP MSTA24 o SECURE BLOCKING t0 TRUSS BOTTOM CHIORD w/ CONVENTIONALLY FRAMED ROOF (3) 12d NAILS 6 EACH END. 4 SCALE: 3/4'=l'-0' E -ENGINEERED ROOF TRUSSES ECURE PLATE TO 0d OOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES SLAB w/ MA50NRY TYPICAL VALLEY TRUSS CONNECTION NAILS 32' O.C. MAX 1 SCALE: 3/4,_x,_0, 2x4 SECURED TO GABLE END w/ (2)12d 6 EACH UPRIGHT ONGRETE SLAB 2x4 SECURED TO GABLE END w/ (SEE FOUNDATION PLAN FOR (2) 12d SPACED b' - S' O.C. MAX SIZE AND REINFORCEMENT) --WATER RESISTANT BACKERBOARp .4 ° a d O (DENSWIELD) 2x4 RAFTER 6 24' O.G. /2' DENSHIELD (SEAT DECK MUST P.T. 2x STUD BE SLOPED 1/2' MIN. TO PAN) SIMPSON L30 or USP A3 INTERIOR NON—BEARING WALL or S' CMU BLOCK WALL MAPELASTIC AQUA DEFENSE WATER PROOF a BLOCKING (EACH END 7A w000 stuns SCALE: 3/4'=r-®' MEMBRANE t0 BE SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES) TRUSS AULK BEAD BETWEEN DENSWIELD 2x4 BLOCKING 6 EACH RAFTER /_-PRE-ENGINEERED P.T. 2x4 STUDS AND FIBERGLASS PAN APPLIED 6 16" O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) VARI S PER PLAN INSTALLATION SIMPSON H2BA or USP R -MA S —SHOWER PAN EACH RAFTER TAIL CONNECT[ ' HIGGYPSUM RENGTH�CEIRLING � (FIBERGLASS OR CERAMIC) SIMPSON L30 or USP A3 BOARD 6 TOP OF EACH RAFTER CONNECT[ W TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ SHOWER SEAT DRYWALL SCREW5 (EACH TRUSS 2 FRAMED OVERHANG or 24' O.G. MAX) SCALE: 3/4'=1'-®' S SCALE: 3/4'=1'-0' ' GYPSUM WALL BOARD 3 s/" METAL STUDS (25 GAUGE) f 24" O.0 w/ FULL LENGTH LAYER OF CAST LINTEL 1/2' TYPE GYPSUM WALLBOARD, A r SECUi 2x t0 CMU w/ (2) k li x 3' TAPCONS ATTACHED TO EACH SIDE is 12' O.G. 78 PV I I LA - I Crhifi NNMI- � L V or CURE 2x4 FLAT TO GAUGE) BOTTOM CHANNEL t0 DRIVE PIN BLOCK w/ CUT NAILS SLAB w/ 10d x 1' MIN. MASONRY (MIN. SWANK SIZE .145 u NAIL w/ WASHER 6 32" O.C. MAX. 4 MIN. EMBEDMENT OF I Y4') WITHIN 8' OF EACH END AND 618" O.C. MAX © ° - ONCRETE SLAB (SEE FOUNDATION PLAN FOR WALL SHEATHING ° SIZE AND REINFORCEMENT) (TYPE AND ATTACHMENT METHOD PER "NAILING SCHEDULE') CURE 2x6 MIN. t0 BLOCK w/ .T. 2x8 STUD BLOC (2)V x 9' ANCHOR BOLTS w/ 2' NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT o B WASHER SET IN SIMPSON or USP w/ MANUFACTURER ON SCUD HEIGHT LIMITS. HIGH STRENGTH EPDXY Roue+ OPENING (UP TO a' -O') (MIN. 6' EMBEDMENT) Lu 7B INTERIOR NON—BEARING WALL 0 0❑ o WAL swa SCALE: 3/4'4-0' SECURE 2x6 MIN. TO BLOCK w/ (3)V x 9' ANCHOR BOLTS w/ 2' ' TEXTURED CEMENTITIOUS --(1) REBAR VERTICALLY IN CONIC. POURED PRECAST OR POURED IN WASHER SET IN SIMPSON or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) PLACE SILL (PER BLDR) HIGH STRENGTH EPDXY (MIN. 6' 092(b) OVER CM EMBEDMENT S' CMU BLOCK 74 q`�• 0 ATHER STRIP MOLDING AROUND DOOR ' G Q (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL wl (3)V x 9" ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH (BY OTHERS - INSTALLED t0 2x6 P.T. BUCKSSTRENGTH EPDXY (MIN. V EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS SLIDEV A 6 ERHEAp GARAGE DOOR (BY OTHERS) ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT SECTION ALVANIZED STEEL VERTICAL TRACK 3 SCALE: 3/4'4-0' SCALE: 3/4'=l' -m' B SCALE: KTA (BY OTHERS - INSTALLED PER MANUFACTURERS SPECIFICATIONS) A R C H IT E C TS Design Group ���. STT LONGWOOD, FL 32750 ��� PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 136) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 2997.000 136R1 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA SAY 1$1201gf DATE: 5/16/18 s ALE:1/4"=1'-0" SHEET D3_ \ODODDDOOD� SUBDIV. & LOT: KENSINGTON RESERVE (LOT 136) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 2997.000 136R1 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA SAY 1$1201gf DATE: 5/16/18 s ALE:1/4"=1'-0" SHEET D3_ A R C H IT EC TS 5 DesonGrounc. _ LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r I-4INGLES OR TILE (PER BLDR) SWINGLES OR TILE (PER BLDR) REFER t0 DETAIL 1ID2 FOR GABLE BATT OR BLOWN -IN INSULATION (R -VALUE PER ENERGY CALLS) OVER 030 FELT PAPER (OR APPROVED OVER *30 FELT PAPER (OR APPROVED � x-PRACING REQUIREMENTS PRE-ENGINEERED ROOF TRUSS EQUAL) INSTALLED PER SECTION 8905 OF EQUAL) INSTALLED PER SECTION 8905 OF RE -ENGINEERED THE FBCR, STN EDITION (2011) THE F ICK STH EDITION (2011) GABLE ROOF TRUSS TWIST STRAP (PER PLAN) DOUBLE TOP PLAT OVER ROOF SHEATHING (TYPE ANDOVER2x4 ROOF SHEATHING (TYPE AND BLOCKING BETWEEN TRUSSES ATTACHMENT METHOD PER 'NAILING ATTACHMENT METHOD PER 'NAIL ING AT FIRST (2) BAYS METAL DRIP EDGE SCHEDULE') SCHEDULE" (4'-0' O.C. 6 SHEATHING SEAMS) . 2x6 SUB -PANS- 'GYPSUM BOARD OR 1' HIGH METAL DRIP VENTED STRENGTH CEILING BOARD 2xS SUB PAN TIFFBACK AT ALL UPRIGHTS IL - ALUMINUM SOFFIT--/IMPSON SP2 (USP 6PT24) 6 EVERY VENTED ALUMINUM SOFFIT OVER 4'-10" HIGH = 2 x 2" WOOD SCREWS EXTERIOR BEARING STUD. (AS PER TRUSS ENGINEERING) -ALL SPACER - } FOR CONDITIONS WHERE TRUSS AND P� PLAN T. 2x4 RAT -REIN ATTACHED TO PER PLAN STUD LINE-UP, USE A SIMPSON H10A DOUBLE TOP PLA EACH TRUSS wl (2)12d NAILS = 2x4 STUDS -a 16' O.C. WINDOW HEADER (USP RT16A) ALL INSULATION INSTALLED 6 MID -POINT OF TRUSS - (SIZE PER PLAN (R -VALUE PER ENERGY CALCS) � ' TEXTURED CEMENTITIOUS COATING MIN. SPAN or 10'-0' D.C. MAX � = 2x8 BLOCKING ' TEXTURED CEMENTITIOUS COATING MIN. ----WINDOW (PER A5TM C926) OVER PAPERBACK (PER PLAN), ATTACHMENT ATT OR BLOWN -IN INSULATION � SECURED w/ (3) 12d (PER ASTM 0926) OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED PER MFR SPECIFICATIONS (K VALUE PER ENERGY CALCS) = NAILS EACH EN - EXPANDED METAL LATH, OVER APPROVED 2 -LAYER WATER RESISTANT BARRIER, OVER WALL SHEATHING: (TYPE AND ATTACHMENT CURE 2x4 TO DBL TOP PLATE w/ %a' x S' _ 2 -LAYER WATER RESISTANT BARRIER, OVER SILL METHOD PER 'NAILING SCHEDULE' TWRU-BOLTS 19 32' O.C. MAX, then SECURE GABLE - WALL SHEATHING (TYPE AND ATTACHMENT WINDOW t0 2x4 wl 12d NAILS a 8' O.C.MAX = 1 112 METHOD PER 'NAILING SCHEDULE" WALL INSULATION or _ CONTINUOUS 2x4 w/ (4)16d NAILS 6 TOP XTERIOR BEARING STUDS (R -VALUE PER ENERGY CALCS [SIZE AND SPACING PER NOTE x'21, SECURE GABLE TO DBL TOP PLATE wi SIMPSON -_ ---DRYWALL OF FLOOR TRUSS (TOP 2x4 SUPPORTS UNDER CATEGORY TIMBER ON WINDOW HEADER HGA10 24' O.C. MAX HGEQUIVALENT IF v BOTTOM PLATE OF 2nd FLOOR WALL GENERAL NOTES SHEET GNJ] (SIZE PER PLAN INSTALLED PER MFR'S SPECS) WALL MOUNT RAIL BLOCKING or /4 T4G SUPFLOOR (ATTACHMENT SECURE GABLE TO DBL TDP PLATE wl SIMPSDN SHEATHING MUST NOT BREAK WITHIN METHOD PER 'NAILING SCHEDULE') MSTA24 32' O.C. MAX 1'-4' MIN. FROM 2nd FLOOR LINE FRAME WALL SECTION GABLE ROOF for EQUIVALENT INSTALLED PER MFR'S SPECS) RAILING DETAIL 3 4B CONTINUOUS 2x6 w/ (6) lSd NAILS SCALE: 3/4'44' SCALE: RTA BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 RE -ENGINEERED FLOOR TRUSS IS A NAILER FOR WALL SHEATHING 7H NOTE: BATT OR BLOWN- IN INSULATION —SHINGLES OR TILE (PER BLDR) GYPSUM BOARD OR ' z" HIGH (R -VALUE PER ENEMY CALCS) STRENGTH CEILING BOARD HANDRAILS WITH A CIRCULAR CROSS PRE-ENGINEERED ROOT= TRUS OVER W FELT PAPER (OR APPROVED PLASTIC OR METAL WEEP SCREE DDED STRAP HANDRAIL SECTION SHALL HAVE AN OUTSIDE EQUAL) INSTALLED PER SECTION 8905 OF CONC. FILLED U -BLOCK w/ (PER PLAN) DIAMETER OF AT LEAST 1 INCHES (32 MM) � DOUBLE TOP PLA f TWE FBCR, STH EDITION (2011) (1) w5 CONTINUOUS REBARECAST LINTEL AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, It OVER ROOF SHEATHING (TYPE AND WINDOW (PER PLAN), (SIZE AND REINFORCEMENT SHALL HAVE A PERIMETER DIMENSION OF METAL DRIP ED ATTACHMENT METHOD PER NAILING ATTACHMENT PER MFR. PER PLAN) AT LEAST 4 INCHES (102 MM) AND NOT 2x(o SUB -BAN SCHEDULE') SPECIFICATION ' Mix GREATER THAN 6 I INCHES (160 MM) WITH VENTED A MAXIMUM CROSS SECTION OF DIMENSION ALUMINUM SOFFIT 7 loll MIN, OF 2 ' INCHES (51 MM). EDGES SHALL HAVE' TEXTURED CEMENTITIOUS COATING MIN "GYPSUM BOARD OR 'HIGH ALL INSULATION -+x A MINIMUM RADIUS OF 0.01 INCH (025 MM). (PER ASTM 0926) OVER PAPERBACK STRENGTH CEILING BOARD PRECAST OR POURED IN (R -VALUE PER ENERGY CALCS) m T EXPANDED METAL LATH, OVER APPROVED IMP50N SP2 (USP SPT24) 9 EACH 2X8 STUD PLACE SILL (PER BLD 2 -LAYER WATER RESISTANT BARRIER, OVER ,000 UPLIFT FT CONNECTOR j'GYPSUM WALL BOARD WALL SHEATHING (TYPE AND ATTACHMENT TEXTURED CEMENTITIOUS 1) 05 REBAR VERTICALLY IN METHOD PER 'NAILING SCHEDULE' COATING MIN. (PER ASTM CONC. POURED CELL PULL WALL Nr— C926) OVER (LOCATION PER PLAN) THE CLEAR SPACE 2x8 SYP 02 WOOD STUDS 6 12" O.C. MAX 4 'P.T. FURRING STRIPS 16' O.C. BETWEEN THE DIAMETER ANCHOR BOLT 8' CM HANDRAIL AND THE 12' D.C. MAX w/ 7' EMBEDMENT WALL SHALL BE I V w/ 2' DIAMETER WASHER ' GYPSUM WALL BOARD _—WOOD RASE 1 y,11 2x8 SYP 02 WOOD STUDS 9 12° O.G. M SIMPSON SPI (USP SPT22) 42' KNEEWALL ; Q EACH 2x8 STUD d° .a B 1) COURSE TIE -BEAM POURED SOLID w/ a ° --CONCRETE SLAB CONCRETE w/ (1) 115 REAR HORIZONTALLY ° a .° . (SEE FOUNDATION PLAN FOR SIZE CONTINUOUS HANDRAIL � �� ° • CAST LINTEL 4 , a J'����XTERIOR ND REINFORCEMENT) 34" MIN TO 38' MAX AFF. WINDOW (PER PLAN), (SIZE AND REINFORCEMENT WALL FOOTI G o ATTACHMENT PER MFR. PER PLAN) (SEE FOUNDATION PLAN FOR SIZE Lu z SPECIFICATION FRAME ON BLOCK WALL SECTION - HIP ROOF AND REINl=ORCEMENT) o 1 „ STORY SCALE: 3/4 -mV -0- STAIR HANDRAIL TWO STORY SCALE: 3/4'44'Z LL PRECAST OR POURED IN LLiPLACE SILL (PER BLDR g 16d NAILS 8 O.G. MAX TEXTURED CEMENTITIOUS COATING MIN. (PER tv ' TEXTURED CEMENTITIOUS o COATING MIN. (PER ASTM ALL INSULATION (R -VALUE PER ENERGY CALCS) 2x4 BLOCKING 6 EACH BRACE. TOENAIL ASTM C926) OVER PAPERBACK EXPANDED METAL ONTINUDUS 2x4 wl (4) ISd NAILS �► TOP a C926) OVER CM INTO TRUSS w/ (4) ISd NAILS a EACH EN LATH, OVER APPROVED 2 -LAYER WATER RESISTANT OF FLOOR TRUSS (TOP 2x4 SUPPORTS o GYPSUM WALL BOARD 3/4' TAG SUBFLOOR (ATTACHMENT BARRIER, OVER WALL SHEATHING (TYPE AND BOTTOM PLATE OF 2nd FLOOR WALL) u � ul .d ' P.T. FURRING STRIPS a IS" O.C. METHOD PER 'NAILING SCHEDULE' ATTACHMENT METHOD PER 'NAILING SCHEDULE" �4 TAG SUBFLOOR (ATTACHMENT °m_ i) wo CONTINUOUS REBAR 6 16 O.C. MAX, IN EXTERIOR FEARING STUDS METHOD PER 'NAILING SCHEDULE") o �- CONCRETE POURED CELL Sd RING SHANK NAILS 4" O.C. [SIZE AND SPACING PER NOTE IL z n A (VERIFY PER PLAN) MAX INTO BLOCKING— 021, UNDER CATEGORY TIMBERm j 4 ` ON GENERAL NOTES SHEET GN)] -ENGINEERED FLOOR TRUSS �, � z D PASS 2'-0° PRE-ENGINEERED FLOOR Ti2US III (MIN. 5LAP) MBEDDED STRAP ONTINUOUS 2x6 w/ (6)16d NAILS m REBAR 48" LONG w/ 6' HOOK 2x4 BRACE 6 48' D.C. w/ (5)12d NAILS or 7B ( EQUIVALENT) 7H W BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 IS A NAILER FOR WALL SHEATHING) 24' O.C. (MIN. 24" IN SLAB) . d EACH EN (PER PLAN) da 4 0 a 'GYPSUM BOARD OR 'NIGH . z CONCRETE REINFORCED w/ F15ERMESH AT STRENGTH CEILING BOA M' TEXTURED CEMENTITIOUS :. -;: . LU A RATE DF .151b8 PER CUBIC YARD ON 6 -MIL ._ . r :y COATING MIN. (PER ASTM �" GYPSUM BOARD OR HIGH N ° 4 POLY ETHYLENE VAPOR BARRIER ON WELL GONC, FILLED U -BLOCK w/ C926) OVER CMU �:: STRENGTH CEILING BOARD COMPACTED CLEAN TERMITE TREATED FILL (1) 05 CONTINUOUS REBA NOTE: z 3) "5 REPAR ON CHAIRS STRUCTURAL SHEATHING MUST NOT ONC. FILLED U -BLOCK w/ �� 0 2'-011 FLOOR TRUSS CONNECTION BREAK WITHIN 1'-4' MIN. FROM 2nd PERPENDICULAR (1) 45 CONTINUOUS REBAR 2 FLOOR LINE OPEN TO ABOVE WALL SECTION SCALE: 3/4'=,'-V PARALLEL TO BLOCK TO BLOCK 2 TWO STORY SCALE: 3/4'=P -O' A R C H IT EC TS 5 DesonGrounc. _ LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �ODOODDOOOJ SUBDIV. & LOT: KENSINGTON RESERVE (LOT 136) MO DEL: SUMMERLAND (VERSION#01) PROJECT,#: 2997.000 136R1 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA 'rAY 6 � DAT : 5/16/18 SCALE: 1/4"=1'—O" SHEET I 4 MSTCM40 1116' O.S.B. SHEATHING OR (INSTALLED ON TOP OF 1/2' COX PLYWOOD WALL SHEATHING 2x4 EXTERIOR WALL ,4 STUDS 2x4 BOTTOM PLATE PLAN VIEW — 2x4 WALL (INSTALLED ON TOP OF 1/16' OS.B. SHEATHING OR WALL SHEATHING 1/2' CDX PLYWOOD Xb EXTERIOR WALL A STUDS 2X6 BOTTOM PLATE PLAN VIEW — 2x6 WALL EXTERIOR STUD WALL — OUTSIDE CORNER ( INSTALLED ON TOP OF WALL SHEATHING 5 SCALE: KTA 1/16' DS.B. SHEATHING OR 1/2' CDX PLYWOOD v 2x4 EXTERIOR WALL STUDS ------2x4 BOTTOM PLATE PLAN VIEW — 2x4 WALL MSTCM40-----,,, (INSTALLED ON TOP of WALL sNeatNuG 6 1116' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD 2X6 EXTERIOR WALL STUDS 2X6 BOTTOM PLATE PLAN VIEW — 2x6 WALL EXTERIOR STUD WALL — INSIDE CORNER SCALE: KTA 2X EXTERIOR WALL STUDS 1/16' OS.B. SHEATHING OR 1/2' COX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (16)16d • • � _ SINKER NAILS . . :: .. SECOND FIN. FLf PRE-ENGINEERED FLOOR • . TRUSS a MSTCM40 . TOP OF MASONRY WALL • �"II'I"II CONNECT BOTTOM OF - C �vovvvvvvoJ STRAP TO CMU BLOCK WALL o. ' ' W/ (12) 4' TAPCONS NOTE: MMIhAM END AND EDGE DISTANCE FOR TITEN SCREWS IS IV 1116' OS$. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (I6) lbd SINKER NAILS PRE-ENGINEERED FLOOR TRuss MSTCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/(12) #' TAPCONS rrotE: C. MM" END AND EDGE DISTANCE FOR TITEN SCREWS IS Of HTT-4 SECURED TO STUD W/ (20)10d X 1 J' NAILS PRE-ENGINEERED FLOG? TRUSS (GIRDER DRAWN) 1/16' Oh -15. SHEATHING OR 1/2" CDX PLYWOOD 5/8' A.T.R BEARING POST/ BEARING STUDS (PER PLAN) EXTERIOR STUD WALL — CORNER TO POST SCALE: KTA O Q R 4 S q U ll- a A ELEVATION VIEW SC&E: KTA B ELEVATION VIEW SCALE: KTA 2X EXTERIOR WALL STUDS SECOND FIN. FLR TOP OF WALL IDS PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) NTT -4 SECURED TO STUD Wl (20) 10dXIi'NAILS 518' A.T.R. IN HIGH STRENGTH EPDXY (Mk 1' EMBED) FOUNDATION (PER PLAN) ' T t G sUBFLOOR GLuEI' "•'^ NAILED AS PER NAILING SCR DBL 2x4 BOTTOM 2x4 EXTERIOR WALL 1/16' OSB. SHEATHING OR 1/2 PLYWOOD " T t G SUBFLOOR GLUEC' ••'"' NAILED AS PER NAILING SCHI 2X6 BOTTOM 2Xb EXTERIOR WALL 1116' O.S.B. SHEATHING OR 1/2 ":..,. PLYWOOD U PLAN VIEW - 2x4 WALL PRE-ENGINEERED FLOOR TRUSS CONC. FILLED LINTEL BLOCK W/ (1) 45 CONTINUOUS REBAR HTT-4 SECURED TO STUD W/ (20)10d X INAILS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) DBL. STUD REQUIRED W/ 2x4 WALL 1116' OS.B. SHEATHING OR I/2' CDX PLYWOOD SECOND FIN. FLR TOP OF MASONRY WALL SOLID BLOCKING REQUIRED UNDERNEATH STUD U PLAN VIED — 2x6 WALL (:cELEVATION VIEW SC,"- KTA EXTERIOR STUD WALL — PERPENDICULAR TO BLOCK SCALE: KTA -ENGINEERED FLOOR TRUSS IC. FILLED LINTEL BLOCK W/ (1) 45 ITINUOUS REBAR -4 SECURED TO STUD W/ (20)10d NAILS ATR IN HIGH STRENGTH EPDXY .1' EMBED) 2X EXTERIOR WALL STUDS NTT -4 SECURED TO STUD W/ (20)10d X 1 k 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 IT EC TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �"II'I"II �vovvvvvvoJ stM3 DIV. de LAT: KENSINGTON RESERVE (LOT 136) MODELS SUMMERLAND (VERSION#01) PROJECT& 2997.000 136R1 PAGE: SECTIONS/ DETAILS AFiCHffECT: STATE OF FLORIDA DAT � 5/16/18 SC :1/4"=1'-0" s ET NOTE: - SECURE EACH KING STUD TO TOP PLATE w/ STRUCTURAL SHEATHING MUST NOT SIMPSON SP4 or USP SPT4 BREAK WITHIN 1'-4' MIN. FROM 2nd (FOR 2x6 WALL USE SIMPSON SP6 or USP SPT6) FLOOR LINE EXTERIOR BEARING STUDS -ENGINEERED TRUSSES w/ TRUSS PRE-ENWINEERED ROOF TRUSS [SIZE AND SPACING PER NOTE 021, CONNECTOR (VERIFY w/ TRUSS PLAN) UNDER CATEGORY TIMBER ON t GENERAL NOTES SHEET GN)] OUBLE TOP PLATE CONTINUOUS 2x4 w/ (4) lbd NAILS m TOP CRIPPLE STUDS 016' O.C. MAX OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2nd FLOOR WALL) IQNG STUDS (SEE 'MINIMUM WALL AND HEADER STUD 2x DOUBLE TOP PLAT SIMPSON MTSI2 or USP MTWI2 TO LEDGER in 24' D.C. REQUIREMENTS CHART ON FRAMING PLAN PRE-ENGINEERED ROOF TRUSSES —ORE -ENGINEERED FLOOR TRUSS HEADER FOR DETAILS AND SPECIFICATIONS) or (SIZE PER PLAN) CURE JACK STUDS TO HEADER CONVENTIONALLY -FRAMED DOUBLE 2x6 LEDGER w/ SIMPSON or USP LSTA12 RAFTE SECURED TO TRUSS w/ %' x 5' (EACH SIDE OF OPENING) LAG SCREWS A 24' O.C. MAX a. DDED STRAP —:JACK STUDS CONTINUOUS 2x6 w/ (6)16d NAILS (PER PLAN) (SEE 'MINIMUM WALL AND HEADER STUD BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 ° ° CAST LINTEL REQUIR�'1ENTS' CHART ON FRAMINCx PLAN 15 A NAILER FOR WALL SHEATHING (SIZE AND REINFORCEMENT DOOR / WINDOW FOR DETAILS AND SPECIFICATIONS) PER PLAN) OPENING "� XTER?IOR BEARING STUDS 1 [SIZE AND SPACING PER NOTE +21, LEDGER CONNECTION AT FLOOR TRUSS UNDER CATEGORY TIM ON 1 MR WIaJLAR SCALE: 3/4'=r -C' GENERAL NOTES SPIFFY GN)] GORE EACH JACK 4 KING STUD ROOF SHEATHING (TYPE AND TO BOTTOM PLATE w/ SIMPSON SP4 ATTACHMENT METHOD PER NOTE: or USP SPT4 'NAILING SCHEDULE' STRUCTURAL SHEATHMG MUST NOT 2x BLOCKING UNDER WALL BREAK IN 1'-4' MIN. FROM 2nd SECURED TWEEN FLOOR LINE ECURE BOTTOM DATE TO SLS w/ NAILS a TRUSS BAS, XtERIDR BEARING STUDS x ANCHOR OR BOLT w/ Z' WASHER 0 EACH PRE-ENGINEERED ROOF TRU [SIZE AND SPACING PER NOTE +"21, IN SET IN SIMPSON HIGH STRENGTH S 2x STUDS SPACING PER PLA UNDER CATEGORY TIMBER ON EPDXY (OR EQUIVALENT) 6' GENERAL NOTES SHEET GN)] EMBEDMENT MIN. f 32' O.G. MAX MTSI2 *EVERY 5 2x BOT TOM PLAT EXTERIOR WINDOW DOOR OPENING IN FRAME WALL DORMER ATTACHMENT SPACING AN SIMPSON MTS12 or USP MTW12 4 SCAI 6 TW STORr SCALE: 3/4'0-ir t0 LEDGER s 24' 0.C. -ENGINEERED FLOOR TRUSS EACH KING STUD TO TOP PLATE w/ --SIMPSON SP8 or USP SPTB DOUBLE 2x6 LEDGERCURE SECURED t0 TRUSS w/ W x 5' SIMP50N SP4 or USP SPT4 a TOP t BOTTOM LAG SCREWS � 32' O.C. MAX (FOR 2x6 WALL USE SIMPSON SP6 or USP SPT6) a, MBEDOED STRAP (PER PLAN) -ENGINEERED TRUSSES w/ TRUSS -ENGINEERED TRUSSES w/ TRUSS Fl$l RECAST LINTEL CONNECTOR (VERIFY w/ TRUSS PLAN) CONNECTOR (VERIFY w/ TRUSS PLAN) (SIZE AND REINFORCEMENT \---DOUBLE TOP PLATE HEADER OU13LE TOP PLATE PER PLAN) IPPLE STUDS 0 16' O.C. MAX '• • (SIZE Pl=R PLAN) LEDGER CONNECTION AT FLOOR TRUSS KING STUDS (SEE 'MINIMUM WALL AND HEADER STUD HEADER .. or USP TA24 ACK STUD 1°aRALLEL 41 REQUIREMENTS' CHARTON FRAMING PLAN (SIZE PER PLAN) 2x8 SYP 02 WOOD STUDS 12' O.C. MAX. FOR DETAILS AND SPECIFICATIONS) WALL SHEATHING TO BE WITHIN �' of CURE JACK STUDS TO HEADER WINDOW/DOOR OPENING. WALL SHEATHING w/ SIMPSON or USP LSTAI2 MAX (TYPE AND ATTACHMENT METHOD PER NOTE: 1/16' Ob.B. SHEATHING OR 1/2' CDX (EACH SIDE OF OPENING) OPEHu% 48 'NAILING SCHEDULE') PLYWOOD CONTINUOUS TO BLOCK SHEATHING MUST NOT BREAK AT JOINT OF WALL AND INTERSECTING CONT. 2x4 W/ (4)160 NAILS a TOP OF ACK STUDS (SEE 'MINIMUM 'MINIMUM WALL AND HEADER STUD {2) JACK STUDS t (2) KING STUDS w EACH ROOF DECKING. FLOOR TRUSS DOOR / WINDOW REQUIREMENTS' CHART' ON FRAMING PLAN SIDE OF OPENING (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2ND FLOOR) OPENING "� FOR DETAILS AND SPECIFICATIONS) )XTER JACK STUD ASSEMBLY TO BE SECURED JOR BEARING STUDS SIN AT 2X EXTERIOR STUDS 1/16' O�S.B. SHEATHING OR 112' COX PLYWOOD OVER PRE-ENGINEERED � [SIZE AND SPACING PER NOTE x'21, UNDER CATEGORY TIMBER ON WD EACH END N01 MORE THAN 12' O.C. STAGGERED ROOF TRUSSES GENERAL NOTES SHEET GN4 NOTE: ROOF JACK STUD ASSEMBLY TO BE CONDITIONS MAY SECURED ONE PLY AT A TIME. USE 12d VARY NAILS, (2) WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED SECOND FIN. FL1a/l(//'/zll INDOW SILL w/ CRIPPLE STUDS a 16" O.G. AM CURE EACH JACK 4 KING STUD TO BOTTOM PLATE w/ SIMPSON SP4 /2 DIAMETERMAXMBEDMENTBw/O2t or USP SPT4 DIAMETER TOP OF WALL O HEATHING TO'LAP TO TOP OF MASONRY WALL'SECURED SHEATHING MUST NOT BREAK 1'-4' MIN. . • WASHER SIMPSON or USP MSTAM24 0 EACH JACK w! (3) Y' x I %4" TAPGONS t0 • PRE-ENGINEERE CONT. 2x6 w/ (6)16d NAILS FROh12ND FLOOR LINE CMU w/ MIN. 2' COVER � 2' APART FLOOR TRUSSES BOTTOM OF FLOOR TRUSS ~ • 2x8 BOTTOM PLATE (BOTTOM 2X6 IS FOR WALL . . BEARINIs CONDITION SHEATHING NAILER) (PER PLAN) TYPICAL PRECAST LINTEL ROOF TO SECOND FLOOR WALL EXTERIOR WINDOW DOOR OPENING IN FRAME WALLry WINDOW OPENING IN 2 -STORY WALL 3 PARAU.1:L SCAi°°1=: 3/4'4-0 5 1100 STORY SMEs 3/4 4-0 f '11U0 STORY' VMS 3/4'=1'-0' A R C H I T E C TS Design Groupinc. __ �. 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SUMMERLAND (VERSION#01) PROJECT#: 2997.000/136Rl PAGE: WINDOW SCHEDULE L AFX>fflM-CT STATE OF FLORDA 'XI , , _ 6,12018 Z/ IDATiE: 5 /I 8 /I 8 I SCA -LE: 1/4 39 =1 I - 0 " I I ISEMET D7 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 0 9' O.C. MAX (VERT.) NOTE: Do NOT FASTEN CONTROL JOINT To WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ Yo' LEG MAY 5E USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO 5E SPACED -S I' O.C. MAX VERTICALLY LATH SHALL NOT 5E CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL 5E STOPPED AND TIED AT EACH SIDE. PER ASTM C1063 1.10.1.4 NOTE: 1. FASTENERS FOR LATH TO 5E NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKINCs SHOWN MAY SE IN ADDITION ?0 I WALL STUDS SQUIRED PER PLAN CUT TWO PIECES OF FORM F=LASH 1 APPROX. 6" LONGER THAN THE WIDTH OF: PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION 'OR LESS PIPE PENETRATION STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND F=OLD THE FORM FLASH I IN HALF: (LENGTH WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FL WITH THE CENTER OF THE PIPE. FORM FLASH I TO THE 50TTOM THE PIPE AND WRAP AROUND nc r i rte. s" THICK, 3 COAT CEMENT PLASTER WR5 LAYER 02, FORTIF15ER BUILDING PAPER TOR APPROVED EQUAL) APPROVED METAL LATH FASTENED 61' (VERT.) D.C. MAX AT SUPPORTS WR5 LAYER M, STUCCOWRAP TOR APPROVED EQUAL) WOOD 514EATHING 7"'�-PROTECTED FLASH TAPE IBEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD i TYPE 'Y' CONTROL JOINT 8Cl1L� KT& NOTE: APPLY SEALANT AT 'M' CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALE OF THE FORM FLASH I TO THE SHEATHING, MAKING SURE THE FORM FLASH 116 TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR 5U55LES. PER FSC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 926-12A INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED To SECURE PIPE/ WIRE TO FRAMING 3 PIPE PENETRATION DETAIL TAKE SECOND PIECE OF FORM FLASH 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WR5 LAYER M, 5TUCCOWRAP TOR APPROVED EQUAL) DIRECTLY TO SHEATHING WR5 LAYER #2, FORTIF15ER BUILDING PAPER TOR APPROVED EQUAL) METAL LATH PROTECTO FORM PLASH 1 CONFORMA5LE AIR/VAPOR 5ARRIER TAPE DIRECTLY TO SHEATHING SECTION LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION ELASTOMERIC COATING TOR APPROVED EQUAL) OVER STUCCO/ C.Y. FINISH (SEE TYR WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER 5A5ES SHALL 5E SECURED TO FRAMING MEMBERS. THEY SMALL BE TIED 5ETWEEN SUPPORTS WITH 0.0415 -IN. (1.21 -MM) WIRE AT INTERVALS NOT MORE THAN 13' (2213 -MM) AS PER ASTM C1063 1.8.1. NOTE: FOR REPAIR OF TEARS IN WR5 LAYERS, TEARS MAY 5E PATCHED PEEL 4 STICK WOOD STU SHEATH WRB I TAPED Ti SHEATHING wl U *2 OVER TOP. WF #2 TO 5E LAPPE_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1' VERTICAL LAP MIN. LATH VERTICAL LAP TO 5E i" HORIZONTAL LATH & PAPER DETAIL SIDING FORTIF15ER 5UILDING PAPER TOR APPROVED EQUAL) PAPER LAP bGAI. N.TA WOOD SHEATHING WATER RESISTIVE 5ARRIER- LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUR SPECS) WEEP SCREED STARTER STRIP (PER MANUF. SPECS) MINIMUM CLEARANCE (PER MANUP. SPECS) 5'Xl' CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER PLASHING STRIP "L" FLASHING NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" a VERTICAL LAPS (ROLL ENDS) 4 (o',@ HORIZONTAL LAPS. METAL LATH TAPE WR5 LAYER M, STUCCOWRAP TOR APPROVED EQUAL) DIRECTLY TO SHEATHING r MIN LAM•► LAP, 4' OVER AL. LAP VERTICAL LATH & PAPER DETAIL A- . •s6 r n STUCCO s" THICK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER 02, FORTIF15ER BUILDING PAPER TOR APPROVED EQUAL) TAPE WR5 LAYER 1, STUCCOWRAP TOR APPROVED EQUAL) DIRECTLY TO SHEATHING DRAINAGE PLANE (WR5 LAYER 1, 5TUCCOWRAP OR APPROVED EQUAL) WR5 LAYER 02 z (FORTIFIBER E BUILDING PAPER OR 7hI I APPROVED EQUAL) SHEATHING del METAL LATH x x x x STUCCO a SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER F5C 8103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER 5Q. YARD (UTI ITV OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRS: WATER RESISTIVE BARRIER A R C H IT EC TS Design Group ���. i -T -Ti 11. RV ll^f w 1lLP%%Nf%17 ALV V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #-0003325 r � �II"II"II \DOODOOOOOJ SU BDIY. de LOT: KENSINGTON RESERVE (LOT 136) MODELA SUMMERLAND (VERSION#01) PROJECT#: 2997.000 136R1 PAGE: WALL ASSEMBLY DETAILS ARCHfTECT: STATE OF FLORIDA DA 5/15/18 SCAT 1/4"=1'-0- s��T J' THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER I' MIN. STEP FLASHING FELT UNDERLAYMENT . SHINGLE ROOFING DRIP EDGE: OVERLAP 3', EXTEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4' O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF 4 WALL INTERSECTIONS WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WR5 APPROX. 1 �" ABOVE SHINGLES SELF -ADHERING FLASHING DRYFLEKT KICKOUT D I VERTER FASCIA WRAP (��KICKOUT DETAIL AM�� A �.. "',ECEIVE 1 GOAT OF SHER-CRETE .,ONCRETE WATERPROOFER or ;OAT PRIOR TO ELEC. METER ON APPLY SEALANT AT TOP 4 SIDES OF ELEC. METER BOX AFTER STUCCO INSTALLATION (PER 3/WA1) ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION ELECTRICAL CONDUIT PENETRATION SEALANT ON TOP # SIDES ONLY CAVITY To BE FILLED WITH RIGID POLYMERIC ISOCYANATE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) -FLASH OPENING WITH PROTECTO FORM FLASH I 5ELF ADHERING FLASHING PER FLASHING METHOD AS DESCRIBED IN DETAIL 3 OF WAl 'PIPE PENETRATION DETAIL' APPLY 1 COAT OF SHER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT M LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP IS TO BE SET IN CONTINUOUS BED OF SEALANT. ONE -PE ICE HOODED VENT ATTACHED PER MANUR SPECIFICATIONS APPLY SEALANT AT PERIMETER OF NON-MOVABLE FRAME AND STUCCO ON ALL 51DE5, y' SEALANT a JOINTS ALL AROUND J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPER (RDRYER VENT FRAME) OVER 'QUICK FLASH' PIPE THROUGH WALL BUILDING PAPER UNDER 'QUICK FLA5H' A VENT PENETRATION WOOD SHEATHING WR5 LAYER 02, FORTIF15ER WOOD WR5 LAYER M. BUILDING PAPER CDR :ONSTRUCTION STUCCOWRAP (OR APPROVED EQUAL) WOOD APPROVED EQUAL) f; METAL LATH SHEATHING WR5 LAYER 02, WOOD ,--�/8" TEXTURED FINISH 6 WOOD FORT IF 1 BE R CONSTRUCTION FASTEN TO WOOD STRUCTURAL BUILDING PAPER (OR 8' CMU MEMBER l' O.C. MAX APPROVED EQUAL) = � Jig' TO %fl MID -WALL ' THICK, 3 COAT CEMENT Vit. WEEP SCREED WOOD FRAMED---/PLASTER6' WIDE STRIP SELF WALL Y8" TO 1/8' MID -WALL y ADHERING FLASHING, CLEAN WEEP SCREED MASONRY BEFORE APPLYING 6' SELF -ADHERING FLASHING TEXTURED FINISH 's MA50NRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED 7A _ �T$ FRAME TO �FRAME (7B E. �Lr�. �F�RAME�TQ� BLOCK NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS CUT ENOUGH PROTECTO FORM FLASH 1 PIECES TO COVER BOX 4 NOTE: ATTACH PER PAST EACH SIDE. STARTING AT THE MANUF. SPECIFICATIONS BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY MAKE AN 'X' CUT THROUGH PROTECTO FORM FLASH 1 IN A THE PROTECTO Fold FLASH 1 SINGLE FASHION TO COMPLETELY IN THE CENTER OF THE BOX COVER THE BOX. OR OUTLET OPENING EXTENDING TO NO CLOSER WOOD SHEATHING THAN I' TO CORNER. STEP 1 STEP 2 WR5 LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH I SELF ADHERING FLASHINGAPPLY \ovvvvvvvi�� E -z BEAD • C • C .4p. 0 • APPLY 60 MIN GRADE 'D' FELT (OR APPROVED EQUAL) 00 ;° OVER SELF -ADHERING FLASHING OVER 60 MIN GRADE 'D" .;I'll °� *0 OVER APROVED HOUSEWRAP FELT -PROVIDE SEALANT o0 0' AT ALL JOINTS AND ' °' °' ° ° .o.o.o.o WRB LAYER 02, FORTIFIBER L INTERSECTIONS BUILDING PAPER (OR STEP 4 STEP 5 APPROVED EQUAL) TEXTURED CEMENTITIOU5 COATING PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 ALL SIDES (@DRYER V PER FBC R1031.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C S26 -12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A T.RUNT) DRAINAGE PLANE (WR5 LAYER M, STUCCOWRAP OR APPROVED EQUAL WR5 LAYER 02 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO L.. a WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-09, MIN. 25 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) PUSH THE PROTECTO FORM FLASH I INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX. ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.Y. FINISH (SEE TYPICAL WALL SECTION) METAL LATH RTF.P I EXTERIOR �TRI�IAL�RE�IEI:�TALE A R C H IT E C TS Desi r1c Group. 1441 N. RONALD REAGAN 5LVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774.4078 www.abdesigrigroup.com AA k 0003325 8 0 StMDIV. & IAT: KENSINGTON RESERVE (LOT 136) MO DELT SUMMERLAND (VERSION#01) PROJECT�i: 2997.000 136R1 PAGE: WALL ASSEMBLY DETAILS ARCH'tECT-. STATE OF FLORIDA \ovvvvvvvi�� 8 0 StMDIV. & IAT: KENSINGTON RESERVE (LOT 136) MO DELT SUMMERLAND (VERSION#01) PROJECT�i: 2997.000 136R1 PAGE: WALL ASSEMBLY DETAILS ARCH'tECT-. STATE OF FLORIDA U100D SHEATHING EQUAL) WOOD CONSTRUCTION BEAD %' NAT CHANNEL W/ V WR$ LAYER 1, STUCCOWRAP TYPE 'X' DRYWALL (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER 02, FORTIFIBER BUILDING EQUAL) PAPER (OR APPROVED EQUAL) 8" TI -TICK, 3 COAT CEMENT WR$ LAYER M., ..:., PLASTER STUCCOWRAP (OR APPROVED EQUAL) AMO-WFWC-7180 CUSTOM CASING BEAD (OR APPROVED EQUAL) 4' THICK, 3 COAT CEMENT PLASTER �'�`��� WR$ LAYER M, 5TUCCOUIRAP .. (OR APPROVED EQUAL) `.. WR$ LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) UR5 LAYER 1, STUCCOWRAP 6' SELF- ADHERE ING FLASHING (OR APPROVED EQUAL) K WRAPPED a CORNER OF CANTILEVER AMICO AM66-UFWC-180 W AMIGO AM66-WFWC-180 CUSTOM CUSTOM CASING BEAD CASING BEAD (OR APPROVED EQUAL) (OR APPROVED EQUAL) (W/OPT. WEEPS) DO NOT CAULK 0 SEAL GA 1jCASING BEAD DETAIL @ CANT. 0A KTA FINISH LAYER (2 LAYER PEEL 4 STICK) 6' PEEL 4 STICK 0 DRIP EDGE TO DECK 1 �'XI %' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL 4 STICK 0 DRIP EDGE TO DECK SUB FLOOR FULL 5HEET5 OF PEEL 4 STICK I VXI %' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS y' GAP FOR BACKER ROD 4 SEALANT TNICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD wCOMPONENTS PULLED APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER M, STUCCOWRAP OR APPROVED EQUAL WRB LAYER *2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a . . d 4e U100D SHEATHING 5ELF-ADHESIVE FLASHING 1 11 VINYL (OR APPROVED EQUAL) GASIIyCs BEAD 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH g" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CASING BEAD 3' 26 GA. GALV. METAL DRIP xE SET IN FULL BED OF SEALANT,' SPACE FROM DRIP FACE TO TREX iAP FOR BACKER ROD 4 SEALANT 'L (OR APPROVED EQUAL) CASING BEAD THEIR RESISTIVE BARRIER 01 THEIR RESISTIVE BARRIER *2 �-- DECK MEMBRANE, EXTEND OVER DRIP EDGE —3►' X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, V MIN. SPACE FROM NOT : METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-051 MIN. 2.5 L55. PER $Q. YARD (UtIL ItY OR NOMINA LATH DOES NOT MEET SPECIFICATIONS) U100D CONSTRUCTION -WEATHER RE515TIVE BARRIER I WEATHER RESISTIVE BARRIER 02 J' THICK, 3 COAT CEMENT PLASTER METAL LATA WOOD SHEATHING HEADER/$EAM VINYL CORP. (ORAPPROVEDEQUAL) 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @M&EDGE INSTALLATION J/4' GAP FOR BACKER\ ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) PEEL STICK $ FLOOR, DRIP FACE TO TREX MODIFIED (30 VINYL (OR APPROVED EQUAL) CASING BE 1 VXI V P.T. OR SIMULATED WOOD (TREX) WATER PROOFING lot LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM BALCONY Y¢" GAP FOR SEALANT 4 DECK TO CANTILEVER OPT. BACKER ROD $' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER *2 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) ;BALCONY DRIP EDGE INSTALLATION 1 D �.r�. s•*COMPONENTS PULLED APART FOR CLARITY ' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA5ING BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENTS IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 11_39 CORNER BEAD FASTENED TO SHEATHING 6 1' O.C. MAX. WR6 LAYER M, STUCCOWRAP (OR APPROVED EQUAL) U100D SHEATHING METAL LAIN WR$ LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) @0!ER.BE.AD 11FRAME CORNER BEAD (FASTENER 4 SPACING s 1' O.C.) CMU V THICK,, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MASONRY UNIT 1 2B 4CORNER BEAD @ BLOCK COLUMN SHEATHING WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER 02 6" SELF ADHERING 4 FLASHING PEEL 4 STICK 1 X2 "x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 V X 3' 26 GA. GALV METAL DRIP EDGE SET IN FULL BED OF SEALANT, �' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER *1 WEATHER RESISTIVE BARRIER 02 EXTERIOR COLUMN COLUMN SHEATHING b" SELF ADHERING 4 FLASHING / 1 Vx3" 'L" FLASHING FULLY EMBEDDED IN ROOF CEMENT X 3' 26 GA. GALL. METAL DRIP EDGE SET IN FULL BED OF SEALANT, V MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER ' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER 02 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) �) N GE INSTALLATION 'T, FLASHING A R C H I T E C T S Desi n rou dna. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA k 0003325 stmDIV. & LOT: KENSINGTON RESERVE (LOT 136) MODEL: SUMMERLAND (VERSION#01) PROJECT: 2997.000 136R1 PAGE: WALL ASSEMBLY DETAILS AMI -I EC D STATE OF FLORIDA DA 5/16/18 SC 41 1/4"=1'—O" �II"I"I'I �00000000� stmDIV. & LOT: KENSINGTON RESERVE (LOT 136) MODEL: SUMMERLAND (VERSION#01) PROJECT: 2997.000 136R1 PAGE: WALL ASSEMBLY DETAILS AMI -I EC D STATE OF FLORIDA DA 5/16/18 SC 41 1/4"=1'—O" WOOD SHEATHING WR5 LAYER fl, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER '2, FORTIP15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH ' TRICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING K wiNDau FLANGE WR5 LAYER M, STUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH " THICK, 3 COAT CEMENT PLASTER 6" SELF- ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD @ WINDOW *j!�RAME, NO BAND WRB LAYER ' , 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING WR5 LAYER 112, FORTIP15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH a" THICK, 3 COAT (EXPLODED) VIEW " CEMENT PLASTER CLARITY) WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER �. WEATHER RESISTIVE BARRIER *2 ' X 1 Y¢' LAP SIDING WI6' REVEAL 6' SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER'S INSTALLATION — INSTRUCT I ONS Do NOT CAULK OR SEA. OPENING GALV'D METAL 'Z' FLASHING STUCCO CASING BEAD SIDING TO STUCCO @ BLOCK TO FRAME TRANSITION WOOD SHEATHING WEATHER RESI5TIVE BARRIER M WEATHER RESISTIVE BARRIER 02 %'X 1Y4' LAP SIDING W/6 REVEAL 6' SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER' INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING GALV'D METAL "Z' FLASHING E -Z BEAD VINYL. (OR APPROVED EQUAL) CASING (W/V FLEXI5LE PVC BACKER ROD) 6' SELF -ADHERING FLASHING Ys" THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER � WEATHER RESISTIVE BARRIER *2 WOOD SHE ATH ING WR5 LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER #2, FORTIF15ER BUILDING PAPER WOOD SHEATHING UFZ LAYER M, 6TUCCOWRAP (OR APPROVED EQUAL) 1101 WR5 LAYER 02, FORTIP15ER BUILDING . — P.R (OR APPROVED EQUAL)1 0 01 ANGLED CASING 'D i 0b -METAL LATH , e� / /� fTHICK, 3 • 4 -. RIP i00 vIrzw ! PLASTER CLARITY) )--vvo r• • I RB LAYER �, STUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER *1, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH ' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP GAP CASING BEAD @ WINDOW WINDOW FLANGE 13B �, (FRAME, W BAND KTA Lj 6' 5ELF-ADHERING FLASHING WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER *2 STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCT I ONS 6' SELF -ADHERING FLASHING GALV'D METAL 'Z' FLASHING e DO NOT CAULK OR SEAL OPENING a. GALV'D METAL "Z' FLASHING WOOD CONSTRUCTION BEYOND 6' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER M TO LAP 6' MIN. ABOVE TOP OF 'Z' FLASHING WEATHER RESISTIVE BARRIER I WEATHER RESISTIVE BARRIER 02 GALV'D METAL 'Z' FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RESISTIVE BARRIER M TO LAP 6' MIN. ABOVE TOP OF "Z' FLASHING 6' SELF -ADHERING FLASHING �11"t—WEATHER RESISTIVE BARRIER M E -Y BEAD vlNl'L (OR APPROVED EQUAL) CA51KCs (W/%e FLEXIBLE PVC SACKER ROD) WEATHER RESISTIVE BARRIER 01 SIDING TO STUCCO @ FRAME TO FRAME TRANSITION Tvamn DRAINAGE PLANE (WR5 LAYER M, 5TUCCOWRAP OR APPROVED EQUAL) WR5 LAYER 02 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X x X x STUCCO e .4 Qpl WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE. METAL LATH: LATH TO BE PER FBG 8103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMIN LATH DOES NOT MEET SPECIFICATIONS) r5EALANT— WINDOW FRAME — WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP 4 GAP Tw ADING DEAD TO WINDOW IX TRIM MEMBER -9 STUCCO TO SIDING TRANSITION 510 ING —, A' coal° T tr CASMG MAD TO TRIM p, 6-1 '• i� i . " TRICK, 3 COAT CEMENT PLASTER METAL LATH UR5 LAYER *1, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING `—URB LAYER M, STUCCOWRAP WR5 LAYER 0I, STUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CASING BEAD 6' SELF ADHERING FLASHING OR PEEL 4 STICK SIDING TO STUCCO gR_ CASING BEAD �- WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD J' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD g,000 WOE) 5W5ATHING WR5 LAYER M, STUCCOWRAF (OR APPROVED EQUAL) WRIB LAYER 02, FORTIF15ER .q, �1 / PAPER i R . (OR APPROVED EQUAL) �:� �� 1■ -METAL LATH THICK, 3 COAT - . �. PLASTER VIr=Lu FOR CASING BEAD @ RAISED NST BAND FRAME METAL LATH /at:AlANt WR5 LAYER *2, FORTIF15ER BUILDING PAIR (OR APPROVED EQUAL) U100p SHEATHING WINDOW WIrIDOUI FRAME 7777 1 `—WR5 LAYER M, STUCCOWRAP (OR APPROVED EQUAL) 6" WIDE PEEL 4 STICK OVER FLANGE E -Z BEAD VINYL (OR APPROVED EQUAL) CASING 2� (W/%8' FLEXIBLE PVC BACKER ROD INCLUDED) APPLY FULL BED OF 0-= A ANT %A J' THICK, 3 COAT CEMENT PLASTER METAL LATH •a t WR5 LAYER 02, FORTIF15ER f. BUILDING PAPER (OR APPROVED EQUAL) E -Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%' FLEXIBLE PVC BACKER ROD INCLUDED) WR5 LAYER M, STUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6' SELF ADHERING FLASHING WOOD SHEATHING L BETWEE FLANGE 4 BUILDING WRAP DETAIL EXPLODED FOR CLARITY 17EZ BEAD WINDOW CASING KTA A R C H IT E C TS Desi gn Group���. 1441 N. KUNALU KtAUAN lSLYU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX; 407-774-4078 www.abdesigrigroup.com AA #: 0003325 8tMDIV. & LOT: KENSINGTON RESERVE (LOT 136) MOD.Mrwc SUMMERLAND (VERSION#01) PROJECT#: 2997.000 136R1 PACE: WALL ASSEMBLY DETAILS APtairrECT; STATE OF FLORIDA Q�8 DA ,� 5/16/18 199 :1/4"=1'-0" 81 -MET WA4 �II"I'I"I \DOOOOOOD�J8cd0 8tMDIV. & LOT: KENSINGTON RESERVE (LOT 136) MOD.Mrwc SUMMERLAND (VERSION#01) PROJECT#: 2997.000 136R1 PACE: WALL ASSEMBLY DETAILS APtairrECT; STATE OF FLORIDA Q�8 DA ,� 5/16/18 199 :1/4"=1'-0" 81 -MET WA4 CUT HOUSEWRAP AT 45" ANGLE MODIFIED "I' CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL TEMPORARILY Cnl n_i Ic SECURE HOUN -,P UNDE STEP 1 WINDOW FLASHING INSTALLATION DETAILS @0aw-TA, FULL WRAP (FRAME) WALL FLASHING INSTALLATION DETAIL(MASONRY) 1 UA KTA FOLD IN AT Jo '5L0PE INSTALL W SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN I' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN APPLY 061 WU (0 E42IAI.) SEALANT w WNDOIIJ/C:m JOINT. FL.WD APPLIED M -4994M ILANCO W-IITE-SEAL RC -86b OR EQ 'A' ALIGN FLEXIBLE SELF -ADHERING �SHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL 01 Dr- V 6' SELF -ADHERING F OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 3/s" NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE - PUNCHED DOLES OR SLOTS. v r &-I-% i . ,SND DAMS REQ'D. AT EACH END OF SILL SUPER STRETCH BUTYL FLASHING U 1 lul r JSEWRAP DOWN 4 DIAGONAL CUT 4 HEAD OF WINDOW INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND TTN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM STEP 4 �4ta a i INSTALL WINDOW PLL LEVEL AND SQUARE I MANUFACTURERS WRIT INSTRUCTI+ APPLY MEMBRANE FLASHING OVER JOINT INSTALL b" WIDE ADHESIVE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP BT-20XL OR APPROVED EQUAL) STEP 5 NOTE: 1. IT IS THE CONTACTORS RESFONS15ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPEC IF I CAT I ONS 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774.4078 www.abdesigrigroup.com AA #: 0003325 Stmnrv. de LOT: KENSINGTON RESERVE (LOT 136) MODLI& SUMMERLAND (VERSION#01) PROJECT#: 2997.000 136R1 PAGE: WALL ASSEMBLY DETAILS ARCHRECD srATE OF FLORIDA 44Y, 6.2 TE: -'5/16/16 I SCALL:1/4"=1'-0" SHEET WA5 \DODOOOOOOJ Stmnrv. de LOT: KENSINGTON RESERVE (LOT 136) MODLI& SUMMERLAND (VERSION#01) PROJECT#: 2997.000 136R1 PAGE: WALL ASSEMBLY DETAILS ARCHRECD srATE OF FLORIDA 44Y, 6.2 TE: -'5/16/16 I SCALL:1/4"=1'-0" SHEET WA5