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HomeMy WebLinkAbout3725 Crawley Down Lp 18-2852 (a)- VERSION O 1 Foy: RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS W PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection ryanhomes.com SANFORO 1 8 2852 Y_ � STATE OF .FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR:ABV. ABOVE LAV. LAVATORY _ DATE DESCRIPTION SHEET # DESCRIPTION - - • FLORIDA BUILDING CODE RESIDENTIAL A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET CS COVER. SHEET RYAN HOMES - ORLANDO (FBCR), 6TH .EDITION(2017) GN GENERAL NOTES ALT. ALTERNATE MFR. MANUFACTURER �' 4307 VINELAND ROAD, SUITE 102 `t - - 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 ELLVATIONS CAB. CABINET N.T.S. NOT TO SCALE RYAN HOMES TAMPA • OCCUPANCY- - RESIDENTIAL, GROUP R3 CLG. CEILING O.C. ON CENTER 3 FIRST FLOOR PLAN 1409 TECH BLVD., SUITE 202 . CONSTRUCTION TYPE - VB CLR. CLEAR PL PROPERTY LINE 4 SECOND FLOOR PLAN CONC. CONCRETE P.B. PUSH BUTTON TAMPA, FL 33619 • MIN. INTERIOR FINISH - CLASS C COND. CONDENSER PH. PHONE 5 FOUNDATION PLAN o BASIC WIND SPEED - VULT = 150 MPH CPT. CARPET PLT. PLATE SA FOUNDATION DETAILS C.T. CERAMIC TILE PLYWD. PLYWOOD — VASD = 116 MPH D. DRYER PR. PAIR 5B DOWEL PLAN • RISK CATEGORY — II DBL. DOUBLE P.T. PRESSURE TREATED • STATE OF FLORIDA • EXPOSURE CATEGORY - EXPOSURE C D.G. DUAL GLAZED R. RISER 5C LINTEL PLAN (LOTT'S) PROFESSIONAL ARCHITECT: 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 PLAN (QUALITY PRECAST) JAMES CANTWELL DP. DEEP REF. REFRIGERATOR 6 FIRST FLOOR FRAMING PLAN AR NO. 12079 LOCAL AND STATE CODES DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING 7 SECOND FLOOR ROOF FRAMING PLAN DTL.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 PLAN BY COMMUNITY ELEV. ELEVATION SHTHG. SHEATHING 9.1 SECOND FLOOR ELECTRICAL PLAN LONGWOOD, FLORIDA 32750 EQ. EQUAL SHWR. SHOWER EXH. EXHAUST SIM. SIMILAR Fax: (407) 774-4078 Tel: (407) 774-6078 EXT. EXTERIOR SL. SLIDING D1 SECTIONS/DETAILS AYERSWORTH GLEN 150—B F.G./FX _ FIXED GLASS SL. GL. SLIDINGGLASS F.G. FUEL GAS STD. STANDARD D2 SECTIONS/DETAILS BAYBERRY WOODS 150—B FIN. FINISH TEMP. TEMPERED GLASS FIR. FLOOR THK. THICK D3 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 CHAMPION'S RESERVE 140-B FTG. FOOTING T.O.S. TOPOFSL.AB D5 SECTIONS/DETAILS CREEK SIDE 14O -B GA. GAUGE TYP. TYPICAL GAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED DIS SECTIONS/DETAILS CYPRESS PRESERVE 139-0 G.F.I. GROUND -FAULT CIRCUIT OTHERWISE D7 WINDOW SCHEDULE DRAWING CONTRACT DOCUMENT / INTERRUPTER V.P. VAPOR PROOF HIGHLAND MEADOWS 140-B GL. GLASS W. WASHER REVIEW BY BUILDERGYP. BD. GYPSUM BOARD Wi 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 HGT.ORHT HEIGHT W.I. WROUGHT IRON INSUL. INSULATION WA4 WALL ASSEMBLY DETAILS INTERPRETATION OF THE CONTRACT DOCUMENTS. McCORMICK RESERVE 140-B rNT. 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 FLPI LIVING IAMO Sa. FT. WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO VICTORIA TRAIL 140-B 2ND FLP_ LIVING 1,331 SGL FT. THE - ARCHITECT OR ENGINEER FOR CLARIFICATION. TOTAL LIVING 2,421 SOL FT. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. 8a LOT: KENSIGNTON RESERVE (LOT 133) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 133R1 PAGE: COVER SHEET nFcrirtEcr• 8TATE OF FLORDA �y q 41018 THESE PLANS ARE DESIGNED AND ENGINEERED f=N I KT 35 5Q FT./23/18 RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY FOR A WIND SPEED AND EXPOSURE CATEGORY OF GARAGE 459$a FT. DATE: MANNER. AB DESIGN GROUP TAKES NO 150-C RESPECTIVELY. IN THE CONDITION THAT LANAE 260 SCS. Fi'. SC : 1/4"=1'-0" RESPONSIBILITY FOR INTERPRETATIONS OF THIS HOME IS BUILT IN A WIND SPEED AND 9HE T CONSTRUCTION BY THE BUILDER WHEN NO RFI's EXPOSURE CATEGORY LESS THAN 150-C, PLEASE TOTAL 3,115 So. FT. HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF REFER TO GENERAL NOTES SHEET (GN), SECTION9 OF THE CONSTRUCTION BASED ON THE DRAWING SET. TIMBER, NOTE 20 FOR EXTERIOR STUD SPACING. GENERAL NOTES FRAME WALL HEIGHT @ 8'-0" CONCRETE 140MPH/B 140MPH/C 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. 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MIN MUM AREA SHALL BE 8 FT. SQ @ 16' O.C. @ 12' O.C. @ 16' O.C. @ 12' O.C. REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2x6 STUD SPACING @ 16' O.C. 2. THE MINIMUM SUPERIMPOSED DES GN LOADS ARE AS FOLLOWS; @ 16' O.C. @ 16' O.C. @ 16' O.C. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP 62. ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MIN MUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED A FLOOR LIVE LOADS fPSF) 6. OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BULDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR Al. SLEEPING ROOMS 30 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR 6TH EDITION (2017) 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 A2. ATTICS W/ STORAGE 20 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33.03. MAXIMUM AGGREGATE SIZE SHALL BE'/,'. AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN_ GROUP OF ANY SUCH A3. ATTICS W/OUT STORAGE 10 THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGNEER. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kpW) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL 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. A4. POOLROOMS 75 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. AS. BALCONIES 40 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING AS. DECKS 40 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. , , , 3. CONDENSATION LINES SHALL BE MINIMUM /.. h PUC (SCHEDULE 40), INSULATED WITH AMAFLEX. DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL A7. STAIRS 40 CODE RESIDENTIAL, 6TH EDITION (2017} ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. A.B. ALL OTHER ROOMS 40 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/; WHEREVER POSSIBLE. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH B. FLOOR DEAD LOADS►PSFI 6. 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING B.I. ALL AREAS 10 INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. - - ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR TOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. C. ROOF LIVE LOADS 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.STANDARD 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MN MUM DESIGN LOADS IN APPENDIX B OF THE ANSIITPI 1-2007 NATIONAL DESIGN WALL AND CEILING FW SHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). B.1. A, W31 OR D31 AND SMALLER 2• 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017 FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 0360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED C.1. ** MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). 14. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). TO L/240. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). 15. D. ROOF DEAD LOAD(PSFj PRIMARY RY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS �, D.h' 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT D.1. D.2. FIBERGLASS SHINGLES CONCRETE 17 MASONRY POLYMER PAINT. 6TH EDITION (2017) TILES 25 ELECTRICAL FIRE-RESISTANT CONSTRUCTION 17. CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). E WIND LOAD CRITERIA 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSOW STRONGTIEBY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL E.1. BASIC WIND SPEED VULT. =150 MPH, VASD =116 MPH 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 4021 ACI 5301 ASCE 5. CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSTIAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. E.2. E.3. EXPOSURE CATEGORY WIND DIRECTIONALITY FACTOR (KD) C 0.85 2. CONCRETE MASONRY UNITS SHALL BE GRADE N TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE 20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE EA. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 4. MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. EA 1 E RIO R FINISHES CONCEALED SPACE OF A FLOORICEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.08. E.5. OPEN BUILDINGS 0.00 C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 5. E.6. ENCLOSED BUILDINGS 10.18 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 21 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. F.1. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 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 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE FD AND H) OF THE FBCR 2017, 6TH EDITION. THAN'/, INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE ARE FOUND PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) - - MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-0" WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 15OMPH/B 15OMPH/C 160MPH/C 2X4 STUD SPACING @ 16' O.C. @ 16' O.C. @ 12' O.C. @ 16' O.C. @ 12' O.C. N/A 2x6 STUD SPACING @ 16' O.C. @ 16' O.C. @ 16' O.C. @ 16' O.C. @ 16' O.C. @ 16' O.C. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AMOR VERTICAL REINFORCING. Q REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. 22. INVENTED ATTICS BAFFLES ARE RE11A 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 ANLYOR FABRICATION OF THE WORK ALSO SEE 'DRAWINGICONTRACT DOCUMENT REVIEW 8. MASONRY WALLS SHALL BE LAID IN A RUNNNG BOND PATTERN. PLUMBING BYBUILDER'NQTEONCOVER SHEET (CS). REINFORCING STEEL 5. THE ARCHITECTIENG NEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE 6. TFE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2• WATER SUPPLY LIDS SHALL BE: 2.1. CPUC. OR AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR 6TH EDITION (2017) 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SI MILAR CONDITIONS.* * PIX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA 8137.5 PER R2906.4 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGNEER. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kpW) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL * PIX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1' PER 100' OF LINE WITH EVERY 10'F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) BE USED TO ADEQUATELY ACCOUNT FOR EXPANSIONAND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. * 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. PIPE SUPPORTS SHALL BE A MAXI MUM OF 32' HORIZONTALLY, AND 10' VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH * CONDENSATION LINES SHALL BE MINIMUM'/; PVC (SCHEDULE 40), INSULATED WITH'h' AMAFLEX. 10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25'. , , , 3. CONDENSATION LINES SHALL BE MINIMUM /.. h PUC (SCHEDULE 40), INSULATED WITH AMAFLEX. INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017} 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' \000000000► WHEREVER POSSIBLE. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH 11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 12. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24' AF.F. AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH s• B. CONCRETE EXPOSED TO EARTH OR WEATHER 13. WALL AND CEILING FW SHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). B.1. A, W31 OR D31 AND SMALLER 2• 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017 C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: 14. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). C.L #11 AND SMALLER y4' 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). D. BEAMS & COLUMNS 15. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOORICEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, PRIMARY RY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS �, D.h' 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED 7. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. 6TH EDITION (2017) 16. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ELECTRICAL FIRE-RESISTANT CONSTRUCTION 17. CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION I. UNDER STAIR PROTECTION: GARAGES AND CARPORTS 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE A ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH X- GYPSUM BOARD, DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) FBCR, 6TH EDITION (2017) SECTION 302.7 L GARAGE DOOR 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDI11ON (2017) REQUIREMIENTS A ENGINEERED FOR 150 MPH MIN. WIND LOAD. 4. 75% OF LIGHTING MUST BE ENERGY EFFICENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. EA 1 E RIO R FINISHES B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 5. 125 -VOLT, SINGLE-PHASE, 15- AND 20 -AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. - 6. OUTLETS FOR DISHWASHER IN KLTCFEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, 2 AS PER FBCR 6TH EDITION (2017) SECTION 8302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS IN PANEL NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL 318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE 8302.5.1 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BEINSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. 3. AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE 3. LATH & ACCESORIES PER ASTM -C -1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MIN) SHEET STEEL, 1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO INSTALLED FOR EACH MOTOR VEHICLE SPACE. , OPENINGS INTO THE GARAGE. TIMBER - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 1' FLASHING - HORIZONTAL LATH AND PAPER DETAILS 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN % -INCH GYPSUM BOARD - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS APPLIED TO THE GARAGE SIDE GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN. - CASING BEAD DETAILS - DRIP EDGE DETAILS EQUIVALENT. A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DEDETAILSB. �11� SITE O RK NATIONAL FOREST PRODUCTS ASSOCIATION - WINDOW FLASHING DETAILS I B.1. NATIONAL DESIGN SPECIFICATIONS (M1DS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: SHALL BE INSTALLED PER ASTM -Cl 063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER t REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. D. TRUSS PLATE INSTITUTE: D.I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. E. APA- THE ENGINEERED WOOD ASSOCIATION: -G1063 THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIRSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. E.1. ENGINEERED WOOD CONSTRUCTION GU DE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -G1063 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL - BE 1'- 0' BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN MAINTENANCE THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY A Fb =1,100 PSI Fv =175 PSI E =1,400,000 PSI PRIOR TO START OF CONSTRUCTION AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR 4. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE 42) OR BETTER (UNLESS NOTED OTHERWISE). CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. WITHASTM D•1557. 4. ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. CONSTRUCTION OBSERVATION 5. ELEVATIONS SHAWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. MINIMUM NAILING PER FBCR 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. NO EXCAVATION SMALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN 'A THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 1. CONSTRUCTION OBSERVATION SERVICES/ CONSTRUCTION ADMINSTRATTON SERVICES ARE NOT APART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. 6. ALL BOLTS SHALL HAVE MIN MUM 2' SQUARE STANDARD CUT WASHERS UNDER HEADS ANDIOR NUTS WHEREIN CONTACT WITH WOOD. 7. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS 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 B. COMPACT] ON BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116' OSB EXPOSURE -1 OR 112' CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAIN FOR SPANS INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 9. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) GREATER THAN 16' ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. rt1: 4D7-774-6075 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LAT: KENSIGNTON RESERVE (LOT 133) MODEL: S UMMERLAND (VERSION#01) PROJECT: 2997.000 13381 . PAGE: .GENERAL NOTES aRcrurEcr• STATE OF FLORIDA 1pPY 16 8 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 518' OSB EXPOSURE -1 OR 5/8' CDX PLYWOOD OR 15132' APArRATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS 10. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. j23/ 8 3j18 = 11. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE Y; SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADFESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG01 SHALL ONLY BE USED. 9 C 12. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 711 B' QSB EXPOSURE 1 OR 112' CDX PLYWOOD OR 15132' APA RATED O.S.B. OR 112 'ZIP BOARD SYSTEM INSTALLED PER 9HE T 13. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK ISM BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. MANUFACTURER SPECIFICATIONS. OF CONTROL DATE: 05/18/18 G \000000000► SUBDIV. & LAT: KENSIGNTON RESERVE (LOT 133) MODEL: S UMMERLAND (VERSION#01) PROJECT: 2997.000 13381 . PAGE: .GENERAL NOTES aRcrurEcr• STATE OF FLORIDA 1pPY 16 8 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 518' OSB EXPOSURE -1 OR 5/8' CDX PLYWOOD OR 15132' APArRATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS 10. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. j23/ 8 3j18 = 11. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE Y; SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADFESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG01 SHALL ONLY BE USED. 9 C 12. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 711 B' QSB EXPOSURE 1 OR 112' CDX PLYWOOD OR 15132' APA RATED O.S.B. OR 112 'ZIP BOARD SYSTEM INSTALLED PER 9HE T 13. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK ISM BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. MANUFACTURER SPECIFICATIONS. OF CONTROL DATE: 05/18/18 G i1—Al ENTRY & GARAGE ATTIC VENT CALLS ENTRY & GARAGE ATTIC VENT CALLS AREA OF ATTIC 179 SUL AREA OF ATTIC 300 %FL NET FREE VENTILATION AREA REQUIRED (1/150) 7.19 SUE NET FREE VENTILATION AREA REQUIRED (1/150) 2.00 34FL REQUIRED VENTILATION AREA 1.19 a 144) 1718 SQ -11L REQUIRED VENTILATION AREA (2.00 z 144) 288.0 %a SOFFIT VENT VENTILATION PER IF 11.74 SqIt1:/IF SOFFIT VENT VENTILATION PER LF 11.74 WE/IF REQUIRED LF OF SOFFIT VENTILATION 15 IF REQUIRED IF OF SOFFIT VENTILATION 25 LF PROVIDED IF OF SOFFIT VENTILATION 30 IF -} 12— — DECO LOUV R 2ND FLOOR ATTIC VENT CALCS 51 AREA OF ATTIC 133134F E NET FREE VENTILATION AREA REQUIRED 1/300 4.44 S4F E REQUIRED VENTILATION AREA 4.44 z 144) &98.9 SQ.IL MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 a 838.9) 819.4 WE OFF RIDGE VENTILATION AREA 115 x/MT SOFFIT VENT VENTILATION PER IF 11.74 54UL TOTAL # OF VENTS REQUIRED 278 TOTAL # OF VENTS PROVIDED 9 REQUll= SQIN VENTILATION IN TOP OF ROOF 3191 SQ.IF1 REQUIRED LF OF SOFFIT VENTILATION 281 IF D0nVTnWn TV nP. CnVVM V WrPff AOP MJ A9 i V it ■■■ ■■a ■■■ —_ _ • A - ■ loom ■e i amm ARCHITECTS Desi n GrouInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r moll— � ARCHITECTS Desi n GrouInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \0000000001 11-61 6' „ v-0- 1, TEXtUF4M CEMENTIMS COATNG PER (ASTM 0526) (TTP) 11-21 2' ITERDETAIL sxmDty. 8e LOT: KENSIGNTON RESERVE (LOT 133) MODEL: SUMMERLAND (VERSION#01) PItOJECT#: 2997.000 133R1 PAGE: FRONT & REAR ELEVATIONS ARCHITECT STATE OF FLORIDA JAMES N TWELL AR 12079 DAT 5/23/18 sc • 1/4"=1'-0" SHEET 1 OF 9 DPSign FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 R C N I T E C T -) S A DPSign FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 BUBDIV. & LOT: KENSIGNTON RESERVE (LOT 133) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 2997.000 133R1 PAGE: LEFT & RIGHT ELEVATIONS OC�AZM: 1/4"=1'- 0" S=ET 2 OF 9 �IIIIIIIIII �000vvvvo, BUBDIV. & LOT: KENSIGNTON RESERVE (LOT 133) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 2997.000 133R1 PAGE: LEFT & RIGHT ELEVATIONS OC�AZM: 1/4"=1'- 0" S=ET 2 OF 9 Co 91CHE r AM CLAL�oNo %W I_DA BASK YOD EWOWE FOR S SEC= GL9M CALL * SQ.FT. CALC.'S ZONE MPH WIND 1 IST FLR LIVING 2ND FLR LIVING 1,090 1,331 SGL FT. SCS. FT. 24E0/-30.16 TOTAL LIVING ENTRY GARAGE LANAI 2,421 35 459 260 SGL FT. SGL FT. SQ FT. $GL FT. 2 24. 3080 OR TOTAL 3,115 SGL FT. ti 25 -SH 4 Co 91CHE r AM CLAL�oNo %W I_DA BASK YOD EWOWE FOR S SEC= GL9M CALL * Aim DESIATIOH ZONE MPH WIND 1 112 161-0OwXD'-0' 5 24E0/-30.16 2 24. 3080 OR 4 30.08/-32. IS 3 ti 25 -SH 4 2". /-3095 3A t1 25 -SH 5 2845/-31.46 4 33 (2) 25 -SH 4 29-50/-32.20 5 49 bow SCS 5 2631/-3330 6 ti 25-S4 4 28.45/-3095 WIND DESIGN CRITERIA A. 5ASIC WIND SPEED MPW (3 SECOND GUST) VOLT =150 / VASD =116 MPH 5. INTERNAL. PRESSUIRE COEFPICENT- * JS C. RISK CATEGORY -TYPE If D. EXPOSUFZE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARS BASED ON THE Vult DESIGN WIND SPEED. MCR, 6TH ED. (2011) ALLOWS THESE FRESSURSS TO 5E MULTIPLIED 5Y 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED 5Y PRODUCT MANUFACTURERS. f TE:PRIOR TO DRYWALL NSTALLATION ON ALL FRAMMG MEMBERS Z' -O' HWM THE FINISH FLOOR WILL 5E SPRAYED AND TREATED W/ `BORATE' A TE>�f rM TREATED SPRAY 311/2, C DBL TOP PLATE e iv CABINET SECTION 14X4 2 • - e N (POST ENTRYa 9 -4 UACs , CO 1M WIDTFI Lam,. .,.n. z6' -0'x10'-0' �, I I I I W-4' cls f 9'-4' 4 2 CAR GARAGE r' e I 9 a' I II il'-8' I 14'-4' 4'-0' 0 r II II 0' II II (2) 25 -SH bow SCxD II II 4" �1W-41 I 'r- \000000000 TONE N C & 6'-5 1/2' 'VI=NEER LIN i 6'-0' 3'-10' 3'-2' I I 9'-4' � I � . 3A Co N I I - C lint `; DINETTE e - - - 8,_8" cm - - - - - - 1 2KNEEML aB- I9''4' I II 14X4 2 • - e N (POST ENTRYa 9 -4 UACs , �, 9'-4' 4 2 CAR GARAGE I 201-0140'-2' C4 r GREAT ROOM 0' �I'I"I"II 4" �1W-41 I 'r- \000000000 TONE N C & 6'-5 1/2' 'VI=NEER LIN 6'-0' 3'-10' 3'-2' I I 9'-4' II Co N - - - 8,_8" cm - - - - - - 1 2KNEEML I II 3 N IwPUT i KITCHEN ff0 =23CAP .�, C W-4' a Cs •S cn , I II I 1rIE1' CRM a UP% °�,y •'� 'ti �. = i I I MOULDMG 16'-0' X '-O' (%W DBL 2-6 — —OEFYTL- �0 8 r x6 F 4X4 — ---- --------- M M- E CA _� - POST POSt INET 6 2'-8' VENEER 10 1R -ISH EL - cv FIRST CROWN PLAN - 4-c — — 4 -SH MOULDNG � csD r r c4 6 2'-0� n 4f_6� �_ B 4 -1 �_ 13 2 0 M � 0 2-6 I DBLr-I BRIG � Q 0 ILIN STUDY Is 12'-4"x10'-6' 9'-4' U.G. FOYER PWDR.BL 0 STUD Iff S -S U.C� RI N -� -9 4'-6'FW- dJ - 5L COND. S TLIO: 14X4 2 • - e N (POST ENTRYa 9 -4 UACs , --) ARCHITECT S DesownGrou��. FAX:407-774-4078 www.abdesigngroup.com AA #:0003325 4 2 CAR GARAGE 201-0140'-2' 0' �I'I"I"II 'r- \000000000 TONE 'VI=NEER LIN - - - 8,_8" cm - - - - - - - - UNC OF 2ND FLOOR ABOVE 0 ff0 a 16'-0' X '-O' (%W 0 t--lss ------ --------- M M- E CA TONE 2'-8' VENEER 10 30'-0' FIRST FLOOR PLAN SCALE: 1/4 - I'-0' --) ARCHITECT S DesownGrou��. FAX:407-774-4078 www.abdesigngroup.com AA #:0003325 SUBDIV, 8a LOT: KENSIGNTON RESERVE (LOT 133) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 133R1 PAGE: FIRST FLOOR PLAN ARCHITECT= STATE OF FLORIDA JAM 3 ANTWELL 12079 D 5/23/15 S ALE: 1/4"=1'— 0" SHEET 3 or 9 �I'I"I"II \000000000 SUBDIV, 8a LOT: KENSIGNTON RESERVE (LOT 133) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 133R1 PAGE: FIRST FLOOR PLAN ARCHITECT= STATE OF FLORIDA JAM 3 ANTWELL 12079 D 5/23/15 S ALE: 1/4"=1'— 0" SHEET 3 or 9 CONPON34T AND CLAooSIC;I WINO LOADS BASIC WIND EXPOSUFE FCR 3 SEOON) GLIS S CALL it A D WRIM 7M 2 150 NPH WIND 1 15 SSS 4 28.65/-3U4 2 8 3050 -SI -I 4 28.65/-31.14 2A 12 3040 -FG 5 2W&/-38.10 213 15 3OW-8,14 5 28.65/-3126 3 15 3050-64 EGRESS 5 28.65/-3.85 4 B 040 -FG 5 2853/-31.60 14'-4' TEMP 5 15� 4 28.I14 1' _2' EGRE6 }tn B RE� 4 28.65/-31.14 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT■150 / VASO -116 MPH B. INTERNAL PRESSURE COEMICENT■+ .18 C. RISK CATEGORY ■ TYPE t t D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS t CLADDING PRESSURE AfiRE BASED ON THE VUAt DESIGN WIND SPEED. I=BCK 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0b TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: L PRIOR TO DRYWALL NNTALLATION ON ALL FRI MEhIBERS T-0' FROM THE FWI5 4 FLOOR WILL BE SPRAYED AND TREATED W/'BORATE' A TERMITE TREATED SPRAY 2x8 • 2A \\ I 121 or., LOFT D5L. 2xs LANDING '- \\ I STUD 18'� 0x16'-7' BEDROOM 4 �- 102x143' \ \ I 8'-0' CLC. \\ \ L-- — — — — — — — LINE OF` IST DROP CEILING TO 8 FLOOR BELOW -8 \ AX -, Q (2) 2X8 HEADERS AS 10' SHOWN ON SHEET 6 \ \ \ MI 42' HIGH } WALL \ ZVI W, UAA , IN \ \ \ -$4 305 -%4nio � PWDRO z ; �, .0'-6' 101-101ROOM 2x12 S.YP. TREADIE 41-41 4'- 4' 2x4 RE-NFORCNG • 2x12 STRING)=R \ 'ri 8' - as 21'-4' (3) 2x12 SYP STRINGERS SECURED W/ 12d 6'-8' 0jr, \ N ' IGICICPLAtE \ \ L_----------------------------- \ LINE OF 1ST DOOR BELOW \ 2x&LAKI 1 3/4' T4G SUB FL ------ GLUED 4 NAILED 2x6 • 24` Or, MAX 2x4 F.T. PLATE SECURE W/ 10d GUT NAILS 16' OAC. MAX. SECOND FLOOR PLAN STAIR. SECTION. 9'-4" BRC. SCALE: 3/8 = 1'-0' SCALE: 1/4 - I'-0' A R C H IT EC TS Deso n Gurono. 1441 N. RONALD REAGAN BLVD. 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TREADIE 41-41 4'- 4' 2x4 RE-NFORCNG • 2x12 STRING)=R \ 'ri 8' - as 21'-4' (3) 2x12 SYP STRINGERS SECURED W/ 12d 6'-8' 0jr, \ N ' IGICICPLAtE \ \ L_----------------------------- \ LINE OF 1ST DOOR BELOW \ 2x&LAKI 1 3/4' T4G SUB FL ------ GLUED 4 NAILED 2x6 • 24` Or, MAX 2x4 F.T. PLATE SECURE W/ 10d GUT NAILS 16' OAC. MAX. SECOND FLOOR PLAN STAIR. SECTION. 9'-4" BRC. SCALE: 3/8 = 1'-0' SCALE: 1/4 - I'-0' A R C H IT EC TS Deso n Gurono. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-7744078 www. a b d esigngro u p. co m AA #: 0003325 sUBDIV. & LOT: KENSIGNTON RESERVE (LOT 133) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 133R1 PAGE: SECOND FLOOR PLAN ARCHnEgn. STATE OF FLORIDA D 5/23/18 A M 1/4 SHEET 4 OF 9 �000000000� sUBDIV. & LOT: KENSIGNTON RESERVE (LOT 133) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 133R1 PAGE: SECOND FLOOR PLAN ARCHnEgn. 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REDAR B' 4 ' TO HORIZATTONAL a t0 WORIZrATk7NAL. ♦ d .. a d a LAPPED 1w DOND BEAM _ d.: REAR W110' HOOK a.: REDAR IW IO' HOOK i- �f^--� fU 65 REDAR AT GOIRyEiDD 1 81 1 (7) I�AR ON CHAIRS ° 4 uv 76' LAP MN. '� Z -STORY -4 (3) Ob IRS96 R ON C WALK& )_ a HORIZONTAL/ VERTICAL 1—STORY FOOTING HORIZONTAL/ VERTICAL REINFORCING AT @AB AT S.G.D. GAS LINE THRU BLOCK TYP. REBAR LAP W BLOCK WALL E REINFORCING F BEARING CHANGE _SLGCALO+�=rte' G . _ c AT LINTEL CORNERS D -77 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: KENSIGNTON RESERVE (LOT 133) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 133R1 PAGE: FOUNDATION DETAILS ARCHITECT: STATE OF FLORIDA J NTWELL NO 12079 5/23/18 ALE: 1/4T=1'—o" `SHEET 5 Aor 9 qb X1111111111 ,.vvovvovooJ SUHDIV. & LOT: KENSIGNTON RESERVE (LOT 133) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 133R1 PAGE: FOUNDATION DETAILS ARCHITECT: STATE OF FLORIDA J NTWELL NO 12079 5/23/18 ALE: 1/4T=1'—o" `SHEET 5 Aor 9 DOWEL PLAN. SCALE: 1/4 = II -0' -) ARCHITECTS I n I FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 r 1 1 N � wfit W _i 1 (1I _1 CA CV Ln N -) ARCHITECTS I n I FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 r 1 � CV _i CA 11 W �I""II'II \000000000 W i 1 t C �1' Ln ^' Ln. -) ARCHITECTS I n I FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 r � �I""II'II \000000000 sUBDIV. & LOT: KENSIGNTON RESERVE (LOT 133) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 133Ri PAGE: DOWEL PLAN STATE OF FLOFlDA J AMNI�L 12079 DAT : 5/23/18 SC 1/4"=1'-0" SHEET 5Bor 9 nL_ TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) - 8" x 8" LINTELS EXTERIOR MASONRY U41181 x. I EbVTS . ...8'4' b/wz 9'-4' 13M LOAD 5M WALL NON -BIAS• WALL - - - - - - - - - - LINTEL Total L_gth V-10' Y-6' AIRY 4'-6' 4-8' 5'-10' 6'-4' 6'-6' 6'-8' 1'-V V-17 8'-4 -8AF£ LATERAL (PLF) LOADS LINTEL SAFE LATERAL LOAM �) T 87&' - _ PLAIN 848' - SOLID Toul L"th - - T" _ 8' DOOR 41- 4" PLAN 8' DOOR WIFA R SOLD Recast 1998 3964 V-5' Pracaat ITA 2011 Recast t" - 230 41-V Precast 990 16T1 Rrest 644 1614 4'-2' P. at 861 671 Recast 635 1266 4'4' Precast 185 1386 Recast bab 1163 4'-8' Ramat 659 1165 Recast 666 1355 5'-8' Recast 650 Tfil Resat 543 1105 6'4' Recast 504 WM Rrast 634 - 1364 1'$' PreGet 411 181 9 at 612 - 488 - W -W Promt 356 - 664 - - Recast - 518 AIT - Y -e' F'ncaeL - 286T.G. (2) 2 Recast 446 - 93S - - - - - - - - - - - - - Recast 425 - 894 Recast 381 814 Recast 354 10 - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 9'-4' 11-4' 4'-0' 12'x' 1341 W-01 K-8' Fa' -4' IT'4 194' 20'-0' 21'-4' 22'-4' 24'-0' NA •Not Frieaet 2TI - 583. - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - M-4' 192 483 Recant 198 620 - Recaet - 164 549 Precast - - 43 - 504 Precast IK - 404 Recaet 9S 391 Prsstreeeed NA 941 Prestr"wel NA - 302 Reatrassad NA m - pmtr®sed NA T16 - Ratreseed NA 69 R'ntreseed - NA- PRECAST Pmsalrauad NA 1343 F...d NA 93 Recana ded - Y-4' LOTT'S gr�' CONCRETE P.D. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LENGTH TYPE 9'-4' 5R3. HT. COMMENTS L-1 M-4' 8/28-5-(1 MUL FIRESTRESSED L-2 4'-8' 8/14-5-MUIML RECESSED L -2A 8'-4' 8/16-5-MMUL 1809 L-25 4'-0' 8116-5-11>MUL 2'-r L-3 4'-6' 8/16-S-(ULT/(0)L 2415 L -3A 4'-6' 8/16-541)U/1014 486 - L-4 I'-8' 8116-5-(U.1/(UL (2)2 (2)2 1183 8/16-5-(l)U1(lJL 2111 L-6 4'-6' 8/16-S-CiJU/(m1L 3'-2' TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS '. LINTEL I CLEAR I LINTEL TYPE - LINTEL S1EEL- GRAVITY I GRAVITY I UPLFT - wLrr LU47W SPAN - Cry rOp CAPACITY CAPACITY CAPACITY CAPACITY - BAR BAR (0)s3L (V5U (U9L II ft (UAL (Int (ISL Oft TABLE No. 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PIF) - - 8' X 16' COMPOSITE LINTELS - LNTEL CLEAR I LINTEL TYPE LINTEL STEEL I GRAVITY I GRAVITY IPLFT IIPLFT LRI67W SPAN - _ CAPACTY CAPACITY CAPACITY CAPACITY - BOTrom BAR TOP 8AR (015L (MU (V5L NSU l(V5L(IrU (1)I.L (2)W TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LNIEL I CLEAR LINTEL TYPE LINTUSTM= GRAVITY GRAVITY LPLFT I LmFT LENGTH SPAN - - - - R5CAPA,.ITT CAPACITY CAPACITY CAPACITY mal TOP DAR (0)5L 05IJ (ln1(tft (IPM (L•5U (1051(27511 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTELCLEAR LINTELTYPE LINTEL STEEL GRAVITY GRAVITY UP1.FT UPLIFT LE?GiN SPAN - CAPACITY CAPACITY G4PAGTY CAPACITY '. BOTTOM BAR TOP BAR I (0)54 (V5U TML (V511 (Int. (1nU 1105L (2)w TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) . 8" X 6" LINTELS LINTEL I CLEAR I LINTEL TYPE LINTEL STEEL PLAN GRAVITY' GRAVITY INLET LPLFr I.E GTH WAN GRAVITT CAPACITY CAPACITYLANL(Psu CAPACITY CAPAPT wncM om TOP 5m CAPACITY fVON (V5U (InL (IAU (051(7050 TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 32" COMPOSITE LINTELS LINTEL CLEAR I LINTEL TYPE - LNTEL STEEL I GRAYRTY GRAVITY tPLFr URIFT LENGTH SPAN CAPACITY ClPAC1Tr CAPACITY CAPACITY BOTTCM BAR - TOP BAR (0054 1U51t (1051(U5U (L5L (V511 ()SL (2)% TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LINTEL I CLEAR LINTEL TYPE - LNIEL STEEL - GRAVITYGRAVITY LPLIFT UPLFT LBYaTH SPAN - CAPACITY CAPACITY CAPACITY CAPAGTY WVGM DAR TDP BAR (CAL W% (UBL (105U (1154 nft In1(2m 465 935 ' — — — — — — — — - - - - - - - - - - '-0 K' Q'-8' RE all PCAST - ([6 W0 _ 161 m9 - Br1 W'-0' 4'-8' P1ECA8T (2) 9 (7) 9 - 842 812 4K - - ■ NOMINAL VIDTH/ LIGHT OF LINTEL s ' Ir PLAIN OR SOLID LINTEL • � ' lal '[8/16-P-#U/#L] .; L _ J L -I ��� •1, A R C H I T E C T S .-) Design Group ���. FAX:407-77411078 www.abdesigngroup.com AA #: 0003325 TABLE No. i REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LNTEL TYPE LENGTH SPAN - - LINTEL STEEL BOttOM 6.AR TOP DAR LI FILLED GRAVITY GRAVITY tPLFt IPLFT GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (I/5L r0)5U (1054 om runt. wsu (mi. am 2'-10' I'-6' PRECAST (2) 2 (2) 2 4245 1809 1809 8529 loom Y-6' 2'-r PRECAST (2) 2 (2) 2 2415 3831 3631 4e6 486 - 4'-V 2'-W PRECAST (2)2 (2)2 1183 ml 2111 3386 3386 4'-6' 3'-2' PRECAST (2) 2 (2) 2 1343 2165 265 2608 2608 4'-8' Y-4' PRECAST (2) 2 (2) 2 032 2011 I 2011 - 2421 2421 5'4 4'1' PRECAST (2) 9 (2).2 1006 1651 f651 ISO IE81 W -m' 4'1' PRECAST (2) 5 (2)2 - 860 1423 K23 1410 1609 W-4' 5'-0' PRECAST (2)14 (2) 2 140 1283 1283 1216 - 1405 6'-6' 5'-2' PRECAST (2) 04 (2) 2 lie 1232 M32 045 1 1348 6'4' 5'4' PRECAST (2) b (2) 2 682 1154 1184 1081 12S 1-6' 6'-2' FRECA5T 004 (2) 2 510 991 991 825 1082 T-8' W-4' PRECAST (21 14 (2) 2 551 959 °59 164 1041 &-0' 6'-8' PRECAST (2) N 1 (2) 2 Do 902 902 14 984 V-4' l'-0' I PRECAST (2) M (2) 2 488 851 851 648 w 9'-4' V-0' PRECAST (2) a4 (2) 2 46 - 126 126 499 190 10-6' Y-2' PRECAST (21'4 (2) 2 354 616 60 380 613 II' -4' W-0' PRECAST (2)s (2) 03 35 567 561 3R 601 4'-0 W-8' PRECAST (2)5 (2)5 - 292 525 525 217 561 4'-6' A'-2' PRECAST (2)15 (2) 5 271 498 498 1 251 512 5'-4' W -V PRECAST (2? *5 (219 255 456 458 244 442 W-0' I Q'-8' PRECAST (2)15 (2) 5 239 430 430 tw 3`:b W-8' W4 PRESTRESSED (2)a4 (2? -2 NA 40 40 230 446 B'-4' W-0' PRESTRESSED (2)b (2).2 - RR 319 319 210 401 IT4' 16'-0 FRE5TRE55ED U) 04 0.2 NR 288 288 163 311 IV -4' 18'-0' PW5T1ESWD (2) 9 (2)5 NR 224 224 131 254 20'-0' 18'-8' PRE5TRE5$w (2)9 (2) 5 NR 201 201 in - 231 21'-41 20-0' PRESTRESSED (2).5 - (2) 5 WR Trl ITT 10'1 208 22'-0' 20-8' P PSTRESSED (2).3 (2) s3 NR 164 164 1109 195 24'-0' 22'4 FIMS1W-65W (2? -b (2) 5 NR 132 Lv 84 W3 TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS '. LINTEL I CLEAR I LINTEL TYPE - LINTEL S1EEL- GRAVITY I GRAVITY I UPLFT - wLrr LU47W SPAN - Cry rOp CAPACITY CAPACITY CAPACITY CAPACITY - BAR BAR (0)s3L (V5U (U9L II ft (UAL (Int (ISL Oft TABLE No. 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PIF) - - 8' X 16' COMPOSITE LINTELS - LNTEL CLEAR I LINTEL TYPE LINTEL STEEL I GRAVITY I GRAVITY IPLFT IIPLFT LRI67W SPAN - _ CAPACTY CAPACITY CAPACITY CAPACITY - BOTrom BAR TOP 8AR (015L (MU (V5L NSU l(V5L(IrU (1)I.L (2)W TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LNIEL I CLEAR LINTEL TYPE LINTUSTM= GRAVITY GRAVITY LPLFT I LmFT LENGTH SPAN - - - - R5CAPA,.ITT CAPACITY CAPACITY CAPACITY mal TOP DAR (0)5L 05IJ (ln1(tft (IPM (L•5U (1051(27511 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTELCLEAR LINTELTYPE LINTEL STEEL GRAVITY GRAVITY UP1.FT UPLIFT LE?GiN SPAN - CAPACITY CAPACITY G4PAGTY CAPACITY '. BOTTOM BAR TOP BAR I (0)54 (V5U TML (V511 (Int. (1nU 1105L (2)w TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) . 8" X 6" LINTELS LINTEL I CLEAR I LINTEL TYPE LINTEL STEEL PLAN GRAVITY' GRAVITY INLET LPLFr I.E GTH WAN GRAVITT CAPACITY CAPACITYLANL(Psu CAPACITY CAPAPT wncM om TOP 5m CAPACITY fVON (V5U (InL (IAU (051(7050 TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 32" COMPOSITE LINTELS LINTEL CLEAR I LINTEL TYPE - LNTEL STEEL I GRAYRTY GRAVITY tPLFr URIFT LENGTH SPAN CAPACITY ClPAC1Tr CAPACITY CAPACITY BOTTCM BAR - TOP BAR (0054 1U51t (1051(U5U (L5L (V511 ()SL (2)% TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LINTEL I CLEAR LINTEL TYPE - LNIEL STEEL - GRAVITYGRAVITY LPLIFT UPLFT LBYaTH SPAN - CAPACITY CAPACITY CAPACITY CAPAGTY WVGM DAR TDP BAR (CAL W% (UBL (105U (1154 nft In1(2m 465 935 ' — — — — — — — — - - - - - - - - - - '-0 K' Q'-8' RE all PCAST - ([6 W0 _ 161 m9 - Br1 W'-0' 4'-8' P1ECA8T (2) 9 (7) 9 - 842 812 4K - - ■ NOMINAL VIDTH/ LIGHT OF LINTEL s ' Ir PLAIN OR SOLID LINTEL • � ' lal '[8/16-P-#U/#L] .; L _ J L -I ��� •1, A R C H I T E C T S .-) Design Group ���. FAX:407-77411078 www.abdesigngroup.com AA #: 0003325 summv. & LOT: KENSIGNTON RESERVE (LOT 133) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 133R1 PAGE: LINTEL PLAN (LOTTOS) 16'-04 X 'I' -m' (XICsD No. OF ADDITIONAL #5 BARS IN UPPER - �r, ARCHITECT - - - - - - --- - - - - - - - - LOWER LINTEL CAVITv .;.~• STATE OF H..4RIDA ■ . ,. 1) CONTINUOUS (T) #5 CONTINUOUS •�•;!r ':,; 3 , dice LINTEL PLAN IS'X16' KNOCKOUT SIT e'lna' KNoasOur eLoac ., ! wl. . . ` • « ' • :3 SCALE: 1/4 ■ 1'-0' - - '' - •. - a! PSI GROUT -ar ! . '' a11e0 _ �� ti,.+• tip,.• i .�' i 1, yppp PSI GROUT .�I. As t, !4• i r. • . ' 1 ti r.(PULLED INFIELD) • j • i (PLACED IN FED) dY t. • , ` �i r ' !. � •, ri1r • .... r � L ... ,' 1 �'•, GENERAL NOTES: r '• :.: dm TOP BAft t..; TOP BARS � �� S. •ti •! t '. �`a ' L • ••11 •� • •s'•. '• L CODES ••s�•� SEE SCHEDULE • s SEE SCHEDULE _ :•.� .'' • a.L' I.I. FLORIDA BUILDING CODE RESIDENTIAL, 6tH EDITION (2011), SECTIONS 1'24021 4 8606 •.r. • f; w I M11t0 - a• ar ..!w• ti,.,+� 11. FLORIDA BUILDING CODE RESIDENTIAL, 6tH EDITION (2011), SECTIONS 19011 4 2101.ARA(1) 05 CONTINUOUS 1) 05 CONTINUOUS Sr4h ri '•�' �i .�• � 13. BUfLDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 310-08). — •• ` — .a . . .t� •' •� : •fes �� ,iii •� w • ~a •.a /+Uy,= �A L4. �AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOAD5 FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10). +: "i ti +�,• +j •• . • et a: •ti �'•. • x �' , 2. CONCRETE: STIRRUPS AT 4.—O' cc 7 r STIRRUPS AT 4'—Oe oC :.,•,. • w : •a , •4 •.;tr.4 2.1. CONCRETE COMPRESSIVE STRENGTH AT 25 DAYS: dry (fED OR WELDED) d110 (71ED OR WELDED) Y d11Q3 a d51Q1 N : },+":• ' f.= a 12079 SEEM BAR451 {PRECAST) f WESCHEDOTTOM ULE, W ~ x j '• 2.1-L PRE -CAST W/STANDARD REfNFORCEMENT-4000 PSI 2.11. PRE -CAST W/PRESTRESS REINFORGEMENT-6000 PSI 1 . 2.13. GROUT PER ASTM 6416 - 3000 PSI W/ MAX 3/8' AGCxREGATE, 8' TO II' SLUMP_ /� �/� Q Z2. REINFORCING $ARS: ARS (PRESTRESSED) new i 13/11 D D/Nr � • Gi 211 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) �� 7 WIRE STTiES) STRANDS Sr��, 221. STEEL IN LINTEL AND IQIOGl000T SLOGK !PLACED IN FIELD) ASTM AVE, (GRADE 40) �' RAVED It_ On 23. PRE -STRESSED STRANDS ASTM A416 1 -WIRE, STRESS RELIEVED 210 KSI MI, CABLE P 3�s 2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.1/4 2.5. CONCRETING OPERATIONS SHALL COMPLT WITH AGI STANDARDS. , $t 2 3. MASONRY: -i 7 8f32—S—(1) 0/(1) #5 81 8—"1) 04 Lid SHEET 3.L DESIGN AND CONSTRUCTION SHALL GONFOI�'M t0 THE SPEGIFfGATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND AGI 530 -CD8. � � � 31. MINIMUM MASONRY UNIT STRENGTH. FTM 1500 PSL 33. MORTAR SHALL HE TYPE S. 8/16—S-0) ilk/ I) #5 8 16—S—(l) #5/(1) #' 4. sTRIcrURAL: PRECAST PRESTRESSED 8120—S—(i) #511) #15 8124—S—(1) #15/111 415 j OF4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAYING A BEARING OF 5' (WITH A MINIMUM ACCEPTABLE SEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTION R606.14 OR FLORIDA BUILPIW3 811s—S—(1) #5 8f14—S—(1) #511,1 CODE RESIDENTIAL, 5T14 EDITION (2014), SECTION 21043-5 �\000000000 summv. & LOT: KENSIGNTON RESERVE (LOT 133) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 133R1 PAGE: LINTEL PLAN (LOTTOS) 16'-04 X 'I' -m' (XICsD No. OF ADDITIONAL #5 BARS IN UPPER - �r, ARCHITECT - - - - - - --- - - - - - - - - LOWER LINTEL CAVITv .;.~• STATE OF H..4RIDA ■ . ,. 1) CONTINUOUS (T) #5 CONTINUOUS •�•;!r ':,; 3 , dice LINTEL PLAN IS'X16' KNOCKOUT SIT e'lna' KNoasOur eLoac ., ! wl. . . ` • « ' • :3 SCALE: 1/4 ■ 1'-0' - - '' - •. - a! PSI GROUT -ar ! . '' a11e0 _ �� ti,.+• tip,.• i .�' i 1, yppp PSI GROUT .�I. As t, !4• i r. • . ' 1 ti r.(PULLED INFIELD) • j • i (PLACED IN FED) dY t. • , ` �i r ' !. � •, ri1r • .... r � L ... ,' 1 �'•, GENERAL NOTES: r '• :.: dm TOP BAft t..; TOP BARS � �� S. •ti •! t '. �`a ' L • ••11 •� • •s'•. '• L CODES ••s�•� SEE SCHEDULE • s SEE SCHEDULE _ :•.� .'' • a.L' I.I. FLORIDA BUILDING CODE RESIDENTIAL, 6tH EDITION (2011), SECTIONS 1'24021 4 8606 •.r. • f; w I M11t0 - a• ar ..!w• ti,.,+� 11. FLORIDA BUILDING CODE RESIDENTIAL, 6tH EDITION (2011), SECTIONS 19011 4 2101.ARA(1) 05 CONTINUOUS 1) 05 CONTINUOUS Sr4h ri '•�' �i .�• � 13. BUfLDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 310-08). — •• ` — .a . . .t� •' •� : •fes �� ,iii •� w • ~a •.a /+Uy,= �A L4. �AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOAD5 FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10). +: "i ti +�,• +j •• . • et a: •ti �'•. • x �' , 2. CONCRETE: STIRRUPS AT 4.—O' cc 7 r STIRRUPS AT 4'—Oe oC :.,•,. • w : •a , •4 •.;tr.4 2.1. CONCRETE COMPRESSIVE STRENGTH AT 25 DAYS: dry (fED OR WELDED) d110 (71ED OR WELDED) Y d11Q3 a d51Q1 N : },+":• ' f.= a 12079 SEEM BAR451 {PRECAST) f WESCHEDOTTOM ULE, W ~ x j '• 2.1-L PRE -CAST W/STANDARD REfNFORCEMENT-4000 PSI 2.11. PRE -CAST W/PRESTRESS REINFORGEMENT-6000 PSI 1 . 2.13. GROUT PER ASTM 6416 - 3000 PSI W/ MAX 3/8' AGCxREGATE, 8' TO II' SLUMP_ /� �/� Q Z2. REINFORCING $ARS: ARS (PRESTRESSED) new i 13/11 D D/Nr � • Gi 211 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) �� 7 WIRE STTiES) STRANDS Sr��, 221. STEEL IN LINTEL AND IQIOGl000T SLOGK !PLACED IN FIELD) ASTM AVE, (GRADE 40) �' RAVED It_ On 23. PRE -STRESSED STRANDS ASTM A416 1 -WIRE, STRESS RELIEVED 210 KSI MI, CABLE P 3�s 2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.1/4 2.5. CONCRETING OPERATIONS SHALL COMPLT WITH AGI STANDARDS. , $t 2 3. MASONRY: -i 7 8f32—S—(1) 0/(1) #5 81 8—"1) 04 Lid SHEET 3.L DESIGN AND CONSTRUCTION SHALL GONFOI�'M t0 THE SPEGIFfGATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND AGI 530 -CD8. � � � 31. MINIMUM MASONRY UNIT STRENGTH. FTM 1500 PSL 33. MORTAR SHALL HE TYPE S. 8/16—S-0) ilk/ I) #5 8 16—S—(l) #5/(1) #' 4. sTRIcrURAL: PRECAST PRESTRESSED 8120—S—(i) #511) #15 8124—S—(1) #15/111 415 j OF4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAYING A BEARING OF 5' (WITH A MINIMUM ACCEPTABLE SEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTION R606.14 OR FLORIDA BUILPIW3 811s—S—(1) #5 8f14—S—(1) #511,1 CODE RESIDENTIAL, 5T14 EDITION (2014), SECTION 21043-5 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 r � BIIIIIIIIII ovoovvovo, BUBDIV. & LOT: KENSIGNTON RESERVE (LOT 133) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 133R1 PAGE: LINTEL PLAN (CAST—CRETE) AacwrEcr: STATE OF ROMA ■ QUALITY PRECAST COMPANY 'STRONG' ON SERVICE P.D. Box 11 - Brandon, Florida 33509-0011 LINTEL NO. LENGTH TYPE CV -41 81�. HT. COMMENTS L-1 1l'-4" 8128-5-[I UMI L PRESTRESSED L-2 4'-8" SA4-5-[UUMO L RECESSED L -2A 8'-4' 8/16-S-MU/[11L LINTEL STEEL TOP L-25 4'-04 bAb-S-[UUIML UPLIFT L-3 4'-6' S/lb-S-[UUIML GRAVITY GRAVITY L -3A 4'-6' 8116-S-0AUMfrdJL CAPACITY L-4 1'-8' 8116-54UW[I)L. CAPACITY CAPACITY L-5 T-6' 8116-S-[1Jl.IML (2) D4.5 WIRE L-6 4'-6' 18/16-5-[11U/[1DJL (0) #5L (1)#5 (1)#5L (1)#5 0, Fdr, wand FAVAgAn SCALE: I/4 = i' -m' 9113 N L -3A VIA 24'-0" 22'-8' PRESTRESSED (2) No.3 s ran 2 N0. S 642 1 642 306 599 7-N 6'-2' REINFORCING SCHEDULE 8. LOAD CAPACITIES 2 No.4 3206 3206 3063 SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS 7'-9' 6'4" LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN GRAVITY GRAVITY WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACRY CAPACITY BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY PRECAST (2) D4.5 WIRE 2 No. 4 (0)#5L (1)#5U 2625 (0) #5L (1)#5 (1)#5L (1)#5 (Q)##5L (1)#5U (1)#5L (2)#5U DETAIL'DA' DETAIL'DB' 9'-4' (0)#5L (1)#5U (1)#5L (1)#5U (2) D4.5 WIRE (1)#51. (2)#5U DETAIL W & V DETAIL'K' . 1881 - 1 IX 11-612 D4.5 WIRE o. (])#5L (1)#5U 0 (2) D4.5 WIRE 2 No. 4 3'-6' 2'-2' PRECAST (2) D4.5 WIRE DETAIL'U' DETAIL'V' DETAIL'U' &'V DETAIL'W' 7-10" F-6" PRECAST 2 D4.5 W IRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 W IRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 W IRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 W IRE 2 No. 3 10000 10000 10000 10000 4'$" 3'-4" PRECAST (2) D4.5 W IRE 2 No. 3 9576 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5WIRE 2 No.3 7009 10000 10000 10000 5-10" 4'-6" PRECAST (2) D4.5WIRE 2 No.3 5700 10000 10000 10000 6-6" 5'-2" PRECAST (2) D4.5WIRE 2 No.4 7924 10000 9263 10000 7-6" 6'-2" PRECAST (2) D4.5WIRE 2 No.4 5748 10000 6723 10000 7-8" 64' PRECAST (2) D4.5 WIRE 2 No.4 5473 9564 1 6402 10000 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 4978 8706 5824 10000 8'-4" 7-0" PRECAST (2) D4.5 W IRE 2 No. 4 4546 7957 5320 10000 9'-4" 8'-0" PRECAST (2) D4.5 W IRE 2 No. 4 3536 6205 4141 7410 10'-6" 9'-2" PRECAST (2) D4.5WIRE 2 No.4 2725 4798 3194 5322 11'-4" 10'-0" PRECAST (2) No.3 2 No. 5 3615 5348 2699 4424 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 3191 3670 2379 3894 12'-6" 1l'-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 6'-0' PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 2 No.4 9,-e 8'4" 81-0" PRECAST 16-4" 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) 7116 strand + 7346 2346 1290 2210 (2) No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1865 1865 1029 1869 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1737 1737 959 1778 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1516 1516 839 1620 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1420 1420 787 1551 2 No.5 (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 1250 1250 658 1300 24'-0" 22'-8' PRESTRESSED (2) No.3 s ran 2 N0. S 642 1 642 306 599 7-N 6'-2' PRECAST (2)U4.6WXt 2 No.4 3206 3206 3063 3183 REINFORCING SCHEDULE & LOAD CAPACITIES DOOR 7'-9' 6'4" SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS 3071 2916 3049 LINTEL CLEAR LINTEL TYPE LINT EL STEEL TOP_ LINTEL STEEL GRAVITY GRAVITY UPLIFT� UPLIFT 2831 LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 (0) #5L (1)#5 (1)#5L (1)#5 (Q)##5L (1)#5U (1)#5L (2)#5U DETAIL'DA' DETAIL'DB' 9'-4' 841' PRECAST (2) D4.5 WIRE DETAIL'H' DETAILUT DETAIL W & V DETAIL'K' . 1881 - 1 IX 11-612 D4.5 WIRE o. 0 0 (2) D4.5 WIRE 2 No. 4 3'-6' 2'-2' PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 10'-0" 4'-d' 2'-8" 1 PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 PRECAST 4'-6" 3'-2' 1 PRECAST (21 D4.5 WIRE (21 No. 3 7207 10000 9863 10000 1439 24'-0" 22'-8' PRESTRESSED (2) No.3 s ran 2 N0. S 642 1 642 306 599 7-N 6'-2' PRECAST (2)U4.6WXt 2 No.4 3206 3206 3063 3183 8"x8" RECESS DOOR 7'-9' 6'4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 LENGTH SPAN 8'-0" 6'-8" PRECAST (2)D4.5WIRE 2 No.4 2831 2831 2651 2811 1131 BAR 8'-4" 7'-(7' PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 BAR DETAIL'DA' DETAIL'DB' 9'-4' 841' PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 4'-0" 10'-6" 9'-2' PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 2'-10' 2'-6" 11'-4" 10'-0" PRECAST (2) No. 3 2 No.5 1568 1568 1222 1568 PRECAST (2) Dob WIRE 17-0" 10'-91 PRECAST (2) No.3 2 No.5 1439 1439 1075 1439 (2) No.3 929 17-6" 11'-7' PRECAST (2) No.3 2 No.5 1354 1354 981 1354 559 4'-0" 134' 12'-0" PRECAST (2) No.3 2 No.5 1232 1232 849 1232 7'-8" 6'-4" 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1149 1149 760 1149 PRECAST (2) D4.5 WIRE 14'-V' 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 2 No.4 1419 1419 850 1347 3'-" 2'-I" 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 2 No.4 1291 1291 775 1270 10000 4'-2" 17-4" 16' -IT PRESTRESSED (2) No. 3 (2) 7116 strand + 993 993 600 1084 7835 8173 4'4" V-4- - 3'-T - PRECAST (2) D4S WIRE (2) No.3 2990 - 7025 2 No.4 6382 - 5'-8" 4'-4" 4'-0" PRECAST (2) D45 WIRE (2) No.3 1819 4139 3839 19'-4" 18'-d' PRESTRESSED (2) No. 3 (2) 7116 strand + 1035 1035 478 936 6'-0" PRECAST (21 D45 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8'4" 2 No.5 PRECAST (2) D45 WIRE (2) No.4 1563 1563 1113 1455 29-U' 18'-8r' PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 3'-" 2'4" 2'-0" PRECAST (2) D45 WIRE (2) No.3 3764 6455 5637 2 No.5 4'-0" 2'B" 2'4 PRECAST - (2) D45 WIRE - - (2) No.3 2970 4965 4401 2 P -N' 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 834 834 390 763 S -O" 2'-8" PRECAST (2) D45 WIRE (2) No.3 2400 4030 3607 3607 2 No.5 3'4" 3'-0" PRECAST (2) D45 WIRE (2) No.3 1966 3390 3053 3053 27-0" 20.4r PRESTRESSED (2) Na 3 (2) 7116 strand + 720 720 366 716 51-0" PRECAST (2) D45 WIRE (2) No.4 1764 1763 1578 1578 7'46" 2 No.5 6'-0' PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 9,-e 8'4" 81-0" PRECAST (2) D45 WIRE (2) No.4 1000 1000 6 f 4+ 903 24'-0" 22'-8' PRESTRESSED (2) No.3 s ran 2 N0. S 642 1 642 306 599 TYPE DESIGNATION P - PLAIN LINTEL/QUANTITY OF #5 BAR AT S - SOLID LINTEL - I LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINAL W IDTH J QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY 11 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEESCHEDULE) 2' 2' (i) #5 CONTINUOUS REG D. PER STRUCTURAL PLAN • 7/32" STIRRUPS AT 4'-0" cc V71� -�w (TIED OR WELDED) n BOTTOM BARS SEE SCHEDULE 7 ' NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STAN DARD FOR REIN F. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEESCHEDULE) 2'2• 7 (1) #5 CONTINUOUS RECD. PER STRUCTURAL PLAN C"IIfD Im 7/32" STIRRUPS AT 4'-0" cc If710D C7 (TIED OR WELDED) • BOTTOM BARS 1.4111 • SEESCHEDULE 7' NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER LATERAL SAFE LOADS (PLF) TOTAL LENGTH CLEAR DOOR LINTELTYPE LINTELSTEELTOP LINTEL GRAVITY SAFE LOAD UP LIFT SAFE LOAD SPAN SIZE WIRE/ BAR STEEL SOLID SOLID SOLID SOLID BOTTOM PLAIN #5 (1) U (0) #5 (1) U (1) L ##511 UU01 LL #5 (2) U (1) BAR DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD 3'-" 8"x8" RECESS DOOR HEADER 1753 4'-0" TOTAL CLEAR DOOR LINTEL LINTEL STEEL LINTEL LATERALSAFE LOAD 2'-10" 2'-6" LENGTH SPAN SIZE TYPE TOP WIRE / STEEL BOTTOM PLAIN SOLID 1284 44' 3'-4" S-0" PRECAST (2) D45 WIRE (2) No.3 1194 1363 1363 1131 BAR 54' 44' 40 PRECAST (2) D4b WIRE (2) No.3 864 995 995 831 831 6'-S" 5'-4" 5'-0" PRECAST (2) 1345 WIRE (2) No.4 662 816 816 650 BAR DETAIL'DA' DETAIL'DB' 6'-4" 6-0" 3'-8" 2'4" 2'-0" PRECAST (2) 1345 WIRE (2) No.3 1640 1790 4'-0" 2'-8" 2'4" PRECAST (2) Dob WIRE (2) No.3 1386 1410 LINTEL TYPE LINTELSTEELTOP LINTEL STEEL GRAVITY SAFE LOAD WIRE / BAR BOTTOM BAR SOLID SOLID #5(1)U(0)L #5(i)U(1)l DETAIL'DU DETAIL'DV 4'-2" 2'-10' 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1259 1259 10000 4'4" 3'-0" 2'-8" PRECAST (2) Dob WIRE (2) No.3 1137 1137 2'-6' 4'-8" 3'4" 3'-0" PRECAST (2) D45 WIRE (2) No.3 929 929 10000 6-8" 4'-4" 1 40 PRECAST (2) D45 WIRE (2) No.3 559 559 4'-0" 6'-8" 64" 5'-0" PRECAST (2) D45 WIRE (2) No.4 606 1097 10000 7'-8" 6'-4" 6'-0" PRECAST (2) D4b WIRE (2) No.4 498 863 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 294 510 TOTAL LENGTH CLEAR SPAN DOOR UNTELTYPE LINTELSTEELTOP LINTEL STEEL GRAVITY SAFE LOAD SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID #5(1)U(0)L #5(1)U(1)L DETAIL'DH' DETAIL'DP UPLIFT SAFE LOAD SOLID SOLID #5(1)U(0)L #5(2)U(1)L #5 1 U 1 DETAIL'DH' &'DP DETAIL'DK' 3'-" TYPE DESIGNATION P - PLAIN LINTEL/QUANTITY OF #5 BAR AT S - SOLID LINTEL - I LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINAL W IDTH J QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY 11 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEESCHEDULE) 2' 2' (i) #5 CONTINUOUS REG D. PER STRUCTURAL PLAN • 7/32" STIRRUPS AT 4'-0" cc V71� -�w (TIED OR WELDED) n BOTTOM BARS SEE SCHEDULE 7 ' NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STAN DARD FOR REIN F. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEESCHEDULE) 2'2• 7 (1) #5 CONTINUOUS RECD. PER STRUCTURAL PLAN C"IIfD Im 7/32" STIRRUPS AT 4'-0" cc If710D C7 (TIED OR WELDED) • BOTTOM BARS 1.4111 • SEESCHEDULE 7' NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 A R C H I T E C T S FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 s r GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR DOOR LINTELTYPE LINTELSTEELTOP LINTEL GRAVITY SAFE LOAD UP LIFT SAFE LOAD SPAN SIZE WIRE/ BAR STEEL SOLID SOLID SOLID SOLID BOTTOM PLAIN #5 (1) U (0) #5 (1) U (1) L ##511 UU01 LL #5 (2) U (1) BAR DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD 3'-" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" Z-4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-7' 2'-10" 2'-6" PRECAST (2) D45 WIRE (2) No.3 1473 1668 1668 1376 1376 44' 3'4" 7-8- PRECAST (2) D4b WIRE (2) No.3 1367 1553 1553 1284 1284 44' 3'-4" S-0" PRECAST (2) D45 WIRE (2) No.3 1194 1363 1363 1131 1131 54' 44' 40 PRECAST (2) D4b WIRE (2) No.3 864 995 995 831 831 6'-S" 5'-4" 5'-0" PRECAST (2) 1345 WIRE (2) No.4 662 816 816 650 654 74' 6'-4" 6-0" PRECAST (2) D45 WIRE (2) No.4 542 669 669 462 537 91-8" 8' 4" 8' 0" PRECAST (2) Dob WIRE (2) No.4 396 489 489 261 393 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTELSTEELTOP LINTEL STEEL GRAVITY SAFE LOAD WIRE / BAR BOTTOM BAR SOLID SOLID #5(1)U(0)L #5(i)U(1)l DETAIL'DU DETAIL'DV UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 1 U 1)L #5(2)U(1)L DETAIL'DU' &'DV DETAIL'DN 3'4" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 4'-' 2'-8" 2'-4" PRECAST (2) D45 WIRE (2) No.3 1 10000 10000 10000 10000 4'-2' 2'-1 0" 2'-6' PRECAST (2) D4.5 WIRE (2) No.3 9563 10000 10000 10000 4'-4" 3'-0" 2'-8" PRECAST (2) Dob WIRE (2) No.3 8654 10000 10000 10000 4'-8" 3'4" 34" PRECAST (2) D4b WIRE (2) No.3 7102 10000 9975 10000 5'-8" 4'-0" 4'-0" PRECAST (2) D45 WIRE (2) No.3 4336 10000 6110 10000 6'4" 6-4- 51-0" PRECAST (2) Dob WIRE (2) No.4 5323 10000 4103 10000 7'-8" 6'4" 61-0" PRECAST (2) D45 WIRE (2) No.4 3810 10000 2929 9691 94, 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2202 1 5434 1680 5174 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR UNTELTYPE LINTELSTEELTOP LINTEL STEEL GRAVITY SAFE LOAD SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID #5(1)U(0)L #5(1)U(1)L DETAIL'DH' DETAIL'DP UPLIFT SAFE LOAD SOLID SOLID #5(1)U(0)L #5(2)U(1)L #5 1 U 1 DETAIL'DH' &'DP DETAIL'DK' 3'-" 2'-I" 2'4" PRECAST (2) D45 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 2'-10" 2'4" PRECAST (2) D45 WIRE (2) No.3 4032 10000 8687 9503 4'-4" 3'0" 24' PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'4" V-4- - 3'-T - PRECAST (2) D4S WIRE (2) No.3 2990 - 7025 - 6382 _ 6382 - 5'-8" 4'-4" 4'-0" PRECAST (2) D45 WIRE (2) No.3 1819 4139 3839 3839 6'-8" 5'4" 51-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7'-8" 6'-4" 6'-0" PRECAST (21 D45 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8'4" 8'-0' PRECAST (2) D45 WIRE (2) No.4 1563 1563 1113 1455 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTELSTEELTOP LINTEL STEEL GRAVITY SAFE LOAD WIRE / BAR BOTTOM BAR PLAN SOLID #5 (1) U (0) DETAIL'DE' DETAIL'DF' UPLIFT SAFE LOAD SOLID #5 (�U (0) L #5 ) U ) L #5 (2) U (11 DETAIL'DE' &'DF' DETAIL'DG' 3'-" 2'4" 2'-0" PRECAST (2) D45 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 2'B" 2'4 PRECAST - (2) D45 WIRE - - (2) No.3 2970 4965 4401 4401 4'1' 7-10" 2'-6" PRECAST (2) D45 WIRE (2) No.3 2654 4449 3965 3965 4'-4" S -O" 2'-8" PRECAST (2) D45 WIRE (2) No.3 2400 4030 3607 3607 4'-e 3'4" 3'-0" PRECAST (2) D45 WIRE (2) No.3 1966 3390 3053 3053 6-8" 4'-4" 4'-0' PRECAST (2) D45 WIRE (2) No.3 1193 2290 2085 2085 6'-8" 5'41" 51-0" PRECAST (2) D45 WIRE (2) No.4 1764 1763 1578 1578 7'46" 64" 6'-0' PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 9,-e 8'4" 81-0" PRECAST (2) D45 WIRE (2) No.4 1000 1000 686 903 A R C H I T E C T S FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 s r � �IIIIIIIIII .vovovvvvo, SUBDIV. & LAT: KENSIGNTON RESERVE (LOT 133) MODEL S UMMERLAND (VERSION#OI) PROJECT#: 2997.000 133R1 PAGE: LINTEL PLAN (QUALITY PRECAST) STATE Of= R -OMA JAMS C NTWELL N012079 r.7A/ 5/23/18 1/4"=1'-O" SHEET 5EOF 9 HEADER SPAN IHAR CHART �-IEADER SiZES PER C R SINC:LE STORY APPLICATION SIZE CLEAR SPAN CONNECTOR SCHEDULE CCNTR�OL DATE: 07.01_15 UP TOW -4' SIMPSON W-4' TO l'-0' USP 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER 05L 2 x 8 META -16 K50 14TA 16 -IS 1400 (U Od x 1 1/2' 1 -PLY, Cr-) 16d 2 -PLY, (USP: CICO) I0d X 1 1/2' - NO 16d OPTION) AT EACH END OF HEADER (2) META -16 ger }gpp (2) HTA I6-18 - 2800 - C10) loci x 112' I -PLT, NSP: 1101 loci x 1 V2') - (14) 16d 2 -PLY (USP. NO ibd OPTION) - HETA-16 - 1610 - WA 16 - - - 1615 - !9) 10d x 1 12' 1 -PLT, (8) I6d 2 -PLT USP: (10) 10d x 1 12', NO I6d OPTION - PETA-20 ISTD NTA 20 1619 (9) 10d x 11/2' 1 -PLY, (8) l6d 2 -PLT USP, (10)10d x 11/2', NO Ibd OPTION - - (2) HETA-20 2035 25"_ - - - (2) HTA-20 - - 3770 (10) 10d x 1 12' 1-111-Y USP: (10) tod x 1 1/1' - - - C12) I6d 2 -PLY (USP: NO I6d OPTiGN1 0 LGT-2 2150 LWT -2 - 1915 (1) - 1/4' x 2 U4' TITEK 2 PLY - (USP: MK (5) V4' WB, WOOD (16) 10d U) DETAL-20 2480 NO USP C0NVER3RCN FOR SIMPSON DETAL-20 (19) - 10d x I 1/2,1 PLY MGT • 3965 MUST 4000 (1) 5/8' ATR IN HiGH STRENGTH EPDXY (MiN. 12' EMBED), (22) I0d TO WOOD (USP: (28) 10d TO W000) HGT-2 - 109 0 WU5T-2 - 9365 - (2)3/4'A-T.R. M HIGI4 STRENGTH EPDXY (MIN. 12' EM$ED), (16) 10d TO WOOD (USP: WOOD (e) 10d) - - HGT-3 . 10530 HUGT-3 9365 (2) 3/4' A.TR M HIGH STRENGTH EPDXY (MIN. 12' EMtBED), (16)10d TO WOOD (USP, WOOD (S) 10d) LGT3-SPS25 3265 LWT -3 5330 (12) SDS 1/4'x2 I/2' TO GIRDER (4) 3/8' x 5' TITEN HD TO WALL CUSP: CGNC. (4) 3/8' X 5' WEDGE 5oLT, WOOD (12) 11;625 LTA2 - - 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA _ - WALL - -I 1555 - I- (IO) lod x 1-1/!' (USP: (10) 10d x 1 12' - - - YGT 4940 - NO USP CONVERSION FOR SIMPSON VGT (1) 5/8' ATR IN HIGH STRENGTH-EPDXY (MIN. I2' EMBED), (16) -SDS 1/4'X3' TO WOOD (2) VGT 7165 - NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) -SDS 1/4'X3' 12 PLY - MTS -12 - 1000 - MTW 12 - 1595 04) 10d x 1 12' - (USP:- (14) Wd x 1.12', (14) 10d) HTS -16 1150- - HTW V. - 1660 (16) lod x 1 12' - (USP: Clb) 10d x 1 V2', (16) lod) HTS -20 - - 1450 - HTW 20 2045 - - (24) 10d x 1 12'. - - - CUSP: (24) YOd x ( VY, (20) 10d) - - - - HTS -24 - 1450 HT11 24 2045 - (24) 10d x I V2' - - - CUSP, (24) 10d x 1 12', (20) 106) - LSTA-2 •• 925 LSTA 12 910 00lod USP: (IV) lad LSTA-16 •+ 1235 LSTA 10 1360 (14) 10d USP: (14) 10d MSTA-10 .. 1315 MSTA-10 1315 (14) 10d USP: (14) 104 V) MSTA-24 •• 1640 ME7A-24 1150 (16) 10d USP: (10) loci 0... MSTA-30 ++ 2050 - M57A-30 - - 2140 (22) 10d - - - - USP; (22) 10d -- - - - < MSTA-36 •+ 2050 - MSTA-36 2525 - (26) loci - - USP, (26) 10,dQ:f - ---- F--- matt-3& - 3800 - K5TI 236 - 3090 - (36) 10d x 1 V2' - - - USP, (36) lod x 1 1/2' - - - V) N1STI-48 5065 KTSI 248 4250 (48) IOd x I V2' USP: (48) 10d x 1 12' H6 - 958 - LFTA 6 1595 (e) 8d TO PLATES, (8) 8d TO STUDS - (USP: (16) ed x 1 1/2', (16) 8d) - SP4 609 SPT 4 945 (6) 10d x 1 12' TO STUDS USP: (6)10d x 1 12' TO STUDS A34 399 MP 34 410 (4) 5d x 1 12' TO BEAM, (4) 8d x 112' TO POST. USP, (4) ed x 1 1/7' TO BEAM, (4) 8d x I I2' TO POST. HCP2 645 HHCP 2 1070 (12) lod x i 12' USP, (10) lod x 11/21 TO TRUSS, (1o) i" X 112' TO PLATE HIDA 1340 - RT 16A 2180 (16) lod x 1 12' - - USP: (9) 10d x 11/2' TO TRUSS, (0) 10d X 1 12' TO PLATE YGT 4 HDU4 4665 - PND 4A - 4539 061-805 1/4'x3' TO WOOD, (101 -SDS 1/4'x2 1/2' W/ TRADED ROD, (2) NUTS/WASI-IER2 PLY _ USP, 5/8' ATR MIN. 7' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT 1 14015 4940. - TDX 10 - 5110 - (16) -SDS V47(3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY USP: 7/0' ATR MIN. 1' EMBED SET M HIGH STRENGTH EPDXY, (4) 7/8' THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 6TTD (1) S/8' ATR IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED-) IN CONC, (12) I6d t0 WOOD USP, SAME AS SIMPSON ABU 66 2300 - 12000 PAU bb 2535 1388 - (1) D/8' ATR IN HIGH STRENGTH .EPDXY, (MIN. 7' EMB£D> IN CONC- (t2)16d TO WOOD USP: SAME AS SMP50N V LTTi9 ... 1340 - LTS 19 - 1205 - - (V 3/4' A.T.R. M HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) M CONC, (8)104 TO WOOD - USP: SAME AS SIMPSON 1 0 LTT205 •.+ BOD LtS 205 - 1109 (V 12' ATP. IN HIGH STRENGTH EPDXY, (MIN, T' EMBED) M CONC. (IOAOd TO WOOD - USP; 3/4' ATR MMT EMBED SET M HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 12', 2-V2' NTT4 4455 - - HT•(45 _ - .4465 _ (1) 5/6' AYR M HIGH STRENGTH EPDXY (MINL T' EMBED) IN CONC-(IS) 90-10 X 1 V2' CUSP: (20) I6d X 2-1/2') USP HAS MORE NAIL OPTIONS: 10d, (20) I0d x 1-12', (20) 16d x 2 1/2' Z Q NTt5 5090 HTT45 - 5430 (V 5/8' ATR I' IN HIGH STRENGYH EPDX(MIN. 7 EMBED,) IN CONC, (26) V d X 2 12' (USP: (20) I6d X 2-12') USP HAS MORE NAIL OPTIONS, (28) 10d, (28) 10d x 1-12% (20) Ibd x 2 V2' - - NHDOII-SDs 25. 11,810 UPHD 11 12090 (I) 1' ATR IN HIGFI STRENGTH EPDXY, (MIK IO' EMBED-) IN COVC., (24) SDS YO x 211' WOOD SCREWS (USP, (24) W53 WOOD SCREWS) WD15 6645 TDX 10 5110 (1) 1/8' AH- M HIGH STRENGTH EPDXY, (MIK 1' EMBED-) M CONC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' SOI -TS) 0 - M15HA 3.56/1129 3415 - - - - 5330 NFM139X12U - - 3165 1130 SIMPSON, (U 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CML. TOP, (I) 3/4' ATP- IN HIGH STRENGTH EPDXY, (MIK 6.1x3' EMBEDMENT) M OM.LL RACE, (18)19d TO REAM - USP: (1) 12' J-50LT W( MINIMUM b: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW - RAMSET/RFDHEAD PY1 A BOLT SLEEVE ANCHOR OR Ea W/ MIK 5' EMBED DEPTH INSTALLED IN THE FACE.Of W V' HUSC412 (WOOD) 3635 - 2660 (FLR) - HU8412lf 3265 (ROCF) 2530 (FLR) 3060 3225 (ROOF) - - - (10) I6d TO HEADER, (10) Ibd TO WOOD - U5P, SAME AS SIMPSON - - - QHUC410 (CMU) 1610 5085 HD410 IF 1905 3175 (16) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: 015) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD. = WUC210-2 (CMU) 1810 5085 - 1-I0210-211` 1905 3175 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (18) I/4' x 3' WS3 SCREWS, (10) 10d TO WOOD HUC210-3 (CMU) 1510 4000 WD210-31F 1905 3175 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, 00) 106 TO WOOD: (USP: (18) 1/4' x 3' WS3 SCREWS, (10) 106 TO WOOD LGUM26-2-SDS 1430 5595 NO USP CONVERSION FOR SIMPSON LGLM6-2-600 (4) 3/8' x 4' TIT" HD ANCHORS (2 PER FLANGE) TO GM, (4) 1/4' X 2 12' SDS SCREWS To WOOD HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCH11ECt/ENS17,11EER Cf RECORD FDR WRITTEN APPROVAL PRIOR TO SUBSTITUTIN63 FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING+ SYSTEMS. - - - - + VAERE ANCHOR EMBEDMENT IS GREATER THAN 1' PEEP, THE. VERTICAL CELL IN CML. WALL MUST BE FILLED SOLID W/ GROUT. - - - •+ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CONJUNCTION WITH A 2391 {.DUCTION IN THE ALLOWABLE. LOAD. MITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR To INSTALLATION. - - - - i) ••• MINIMUM EMBEDMENT INTO THE TOP OF A BON05EAM WILL BE $', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7' LV ♦— O ATR - A-301 ALL THREAD ROD (SIZE; PROTECTION TYPE, LENGTH, ETC. YARiES) Z - BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSICN PROTECTION IS USED. - - - - - WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HPG GALVANIZED COH RECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPAN51ON ANCHORS WILL BE EVALUATED ON AN MDIVIOUAL 5,4515 AND MUST HAVE WITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR YALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-20131, IHIGH WIND -RESISTANT CONSTRUCTION C -WWW% AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE t MASONRY CATALOG C -SAS -2012. - - - - - - - - - - HEADER SPAN IHAR CHART �-IEADER SiZES PER C R SINC:LE STORY APPLICATION SIZE CLEAR SPAN DBL2x6 UP TOW -4' DBL 2 x 8 W-4' TO l'-0' DBL 2 x10 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAiRS SIZE CLEAR SPAN D51L 2 x 6 UP TO 5'-0' 05L 2 x 8 W-0' TO 6'-4' D51L 2 x 10 6'-4' TO 8'-0' DBL 2 x 12 8'-m' AND OYER mt2x12 (42 SY10) 1/16' OSB (TYPa NAIL (3) 12d 0 6'-8' OjC. TYP. 2x12 BM./HDR. MINIMUM WALL AND HEADER STUD RE0111REMENTS MAXIMUM HEADER SPAN (FU UP TO 5'-0' TO 8'-04 UNA. 4'-111/20 1'-11 1/2' AND UP NUMBER OF 1 -FADER STUDS SUPPM NCs END OF HEADER 1 2 3 N61'T5ER OF FULL LE140TH STUDS 2 AT EACH END OF HEADER 1 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'4' MIN. FROM 2ND. FLR. LINE A R C H IT EC TS r+. wr-r r rvv+v FAX:407-774-4078 L . . www.abdesigngroup.com AA #: 0003325 I svHDIV. 8c LOT: KENSIGNTON RESERVE (LOT 133) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 133R1 PAGE: FIRST FLOOR FRAMING PLAN STATE OF RaRDA 01 2 41/� D E: 5/23/18 1/4»=11-0„ SHEET 6 or 9 �IIIIIIIIII .0000vvvvo, svHDIV. 8c LOT: KENSIGNTON RESERVE (LOT 133) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 133R1 PAGE: FIRST FLOOR FRAMING PLAN STATE OF RaRDA 01 2 41/� D E: 5/23/18 1/4»=11-0„ SHEET 6 or 9 ICNEAHDEER SIBS �� c.CµIar�r,' UNA,J SiNGLE STORY APPLICATION SIZE CLEAR SPAN - - CONNECTOR - SCHEDULE - _ CONTROL DATE: 01-01-15 UP TO W-4' SIMPSON W-4' TO 1'-0' USP 1'-01 TO Ion -0' DBL 2 x 12 10-0' AND OVER DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER 05L 2 x 8 META -I6 - 1450 - HTA 16-18 1400 - - (1) bad x 1 1/2' 1 -PLY, (6) 16d 2 -PLY, - - (USP: (10) led X 1 1/2' - NO 16d OPTION) - - - (2) META -16 IgBS ?500 (2) HTA 16-I8. -. 2800 -- (14) Ibd 2 -PLY (USP: NO Ibd OPTION) II HETA-16 - - 1810 - -HTA l6 - 1615 - (9) 10d x i V2' 1 -PLT, (8) 16d 2 -PLT USP: (10) 106 x 11/2', NO 16d OPTION - - I 11 PETA-20 1810 HTA 20 ISM (9) led x 1 1/2' I -PLT, (8) l6d 2 -PLY USP: (10) led x 112% NO 16d OPTION r (2) 1 BTA -20 2035 2500 (2) HTA-20 - - 3tt0 (107 led x 1 1/2' I -PLY USP= (10) led x 1 I2' f12116d 2 -PLT (USP: NO Ibd OPTION) Z 0 - LGT-2 - 2150 LUGT-2 1915 - ('U - 1/4' x 2 114' TITEN, 2 PLT - (USP: SLK (5) I!4' UJB, WOOD (167 edd - cn DETAL-20 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 (18) - 10d x I Irl, 1 PLY II I) MGT 3965 MUST 4000 (U 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) led TO WOOD (USP: (28) led TO WOOD) HGT-2 ♦ 10980 - HU3T-2 9365 (2) 3/4' A.T.R M NIGH STRENGTH EPDXY MIK 12' EMBED), (I6) IOd TO WI?OD (USP: WOOD (B) 10d) II II HGT-3 + 10530 HUGT-3 9365 1213/4' AT.R M NIGH STFENGTH EPDXY (MIN. 12' EMBED), (I6) lCa TO WOOD (USP: WOOD (e) 10d) LGsT3-50529 3285 LUGT-3 - 5330 (12) $DS 1/4'x2 12' TO GIRDER (4) 3/8' x 5' TITEN HD TO UTALL (USP= CONC. (4) 3!&' X 5' WEDGE BOLT, WOOD (12) W525 LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA WALL 1555 (10) led x 1-12' NSP: (10) 10d x 112' VGT - - 4940 NO USP CCNYERSION FOR SIMPSON VGT - (1) 5/8' A.T.R. N HiGH STRENGTH EPDXY (MIN. 12' EMBED), llb)-SDS 1/4'X3• TO WOOD - - - (2) VGT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' ATP_ IN HIGH STRENGTH EPDXY(MIH. 12' EMBED), (32)-SD6 1/4'X3' / 2 PLY - M75-12 - 6900 MTW 12 1595 - 047 led x 1 12' - - - CUSP: (14) 60d x 112•, (14) 10W - - WTS-16 1159 HTW W, - 1660 (W ) led x 1 1/2' CUSP: (ib) led x 1 1/2', (l6) 10d) 05L. NTS -20 1450 HTW 20 2045 - (24) led x 1 12' - (USP: (24) led x 1 1/2•, (20) led) - - HTS -24 1450 - HY611 24 2045 - (24) lad x I V2' - - (USP: (24) led x 1 1/2', (20) IOd) = _ _ L5TA-12 « 925 LSTA 12 910 (IV) led USP: (60) led _ LSTA-16 « 1235 LSTA 18 1360 (14) led USP: <14) led MSTA-0 - 1315 MSTA-IB MISS (14) led USP:. (14) IOd - META -24 «- 1640 - MSTA-24 1159 - (IS) led - - - USP: ow led - - - - M5TA-30 « 2950 - MTA -30 2140 - (22) 10d - USP; (227 led - - META -36 « 2050 - - META -36 2525 - - (26) led - - - - - USP, (26) 69d - - MSTI-36 3800 KSTI 236 3090 (36) led x 1 1/2' .USP, (367 lad x 1 12' MSTI-48 5065 KTSI 248 4250 (46) lad x 1 V2' USP: (48) I0d x 1 12' H6 950 LFTA 6 1595 (B) 8d TO PLATES, (8) Bd TO STUDS (USP: (16) 86 x I V2', (16) 86) - 5P4 885 S-74 945 (6) led x 1 12' TO STUDS USP: 60 led x 11/2' TO STUDS A34 398 MP 34 410 (4) Sol x i Irl' TO BEAM, (4) W x 1 12' TO POST. USP: (4) 8d x 1 1,12' TO SEAM, (4) Bd x 1 12' TO POST, HCP2 645 HHCP 2 1910 (12) led x 112' USP, (10) ted x 1 1,12' TO TRUSS, (1e) ted X 1 12' TO PLATE - 1410A 1340 - RT 16A - 2180 - - (10) led x 1 12' -. USP: (9) 10d -x I V2' TO TRU88, (6) 10d X 1 12' TO PLATE - VGT 4 HDU4 - 4565 PHD 4A - 45% (16)-5DS 1/4x3' TO WOOD, (10)-SD8 V4'x2 12' W/ THREADED ROD, (2) NUTSA 45I -L /2 PLY USP, 5/8' ATR MIK 1' EMDED SET N HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT 1 HD'IS 4940 TDX 10 - 5110 - - 116) -SDS I/4x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSNWSHER/2PLY USP, 1/8' ATR MIN. 1' EMBED SET M HIGH STRENGTH EPDXY, (4) 1/8' THRU-BOLTS - ABU 44 2200 6665 PAU 44 2535 6-1-15 (1) 5/8" ATA IN HIGH STRENGTH EPDXY, (MIN. 11 EMBEDJ IN -CNC, (12) Ibd TO WOOD USP, SAME AS SII -MON ABU 66 2300 12000 PAU 66 2535 1380 (1) 6/6'ATX IN HIGH STRENGTH EPDXY, (MIN 1• EMBED.) IN CONC, (12JI6d t0 WOOD USP: SAME AS SIMPSON V) LTTi9 aa+ L-40 LTS 19 1205 (1) 3/4' At.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC, (8)led TO WOOD USP: SAME AS SIMPSON w 0 LTT205 ++ 1800 LTS 205 1109 (l) 12' A.T.R IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN CONC. (19N0d TO WOOD - - USP: 3/4' ATR MM 1' EMBED SET M HIGH STRENGTH EPDXY, (10) led, (10) led x 1 1/2', 2-1/2' (� HTT4 - - _ 4455 - HTT45 -4465 - - - - ' (USP: (20) Ibd X 2-1 _ - (1) 3/8' ATR M HIGH STRENGTH EPDXY (MIK T' EMBED-) IN CONC, (18) SPW X 1 12 2') USP WAS MORE NAIL OPTIONS: (20) led, (20) 10d x 1-12', (20) lbd x 2 12' - Z Q - - HTTS - 5090 - }6TT45 5430 - (U 5/8' ATR IN HIGH STRENGTH EPDXY (MIK 1' E ) MBERN CONC, (26) 16d X 2 12' (USP: (20) 16d X 2-12') USP HAS MORE NAIL OPTIONS, (28) led, (281 led x 1-12', (20) 16d x 2 1/2' WWDG211-SOS 25• 11)810 UPHD 11 12099 (U I' ATR. N HIGH STRENGTH EPDXY, (MM. 10' EM5EDJ M CCNC, (24) SDSY1 x 216• WOOD SCREWS (USP, (24) W53 WOOD 6OREW8) - HD1B 6645 TOX 10 - 5110 - (1) 1/8' As- M HIGH STREENGTH EPDXY, (MIK 1' EMBED-) M CONC. (3) 3/4' STUD BOLTS TO WOD (USP: (4) 1/8' BOLTS) MBHA 3B6/1125 3415 - 5330 NPM35X12U - - 3665 1130 - SIMF-SON. (I) 3/4• ATR IN HIGH STRENGTH EPDXY, (MIK 6.-W EMBEDMENT) IN CM.U. TOP, (1).5/4- V3/4'AM N HIGH STRETYTH EPDXY, MIK 6.15' EMBEDMENT) N CM.1. PACE, (18)6Dd TO amAM - AM USP, (U 12' J -BOLT W MlNfMU'1 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CON- UV 3/4' DIA ITW RAMSET/REDI.IEAD DYNA 5MT SLEEVE ANCHOR OR Ea W/ MIK 5' EMBED DEPTH INSTALLED N THE FACE. JOIST W - HUSG412(WOOD) - 3635 - 2660 (FLR) HUS4QIF 3265 (ROOF) 3960 2530 (FLR) 3225 (ROOF) _ _ - _ - - (10) Ad TO HEADER (10) 16d TO WOOD .USP, SAME A9 SiMPSON - - - Z HUC410 (CMU) - 1810 - 5085 H0410 IF 1905 3115 (18) 1/4'x 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) led TO WOOD: (USP: 08) 1/4'x 3' WS3 SCREWS, (10) bad TO WOOD. = HUC210-2 (CMU) 1810 5085 HD210-21F I 1905 3115 - (18) 1/4' x 2-3/4' TITEN (13 PER FLANGE) TO CMU, (10) led TO WOOD: CUSP: (18) 1/4' x 3' W53 SCREWS, (10) lad TO WOOL? HUC210-3 (CMU) -1810 4000 4-10210-31F - 1905 - - 3115 Cl8) I/4' x 2-3/4' TITEN (13 PER FLANGE) TO CMU, (10) IOd TO WOOD: CUSP: (18) I/4' x 3' WS3 SCREWS, (10) led TO WOOD _ LGUM26-2-SDS 1430 5595 NO USP C-ONYER51ON FOR 5IMP60N LGU'126-2-505 (4) 3/5'x 4' TITEN HD ANCHORS (2 AER FLANGE) TO CMJ, (4) I/4' X 2 12' SDS SCREWS TO WOOD - HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXT-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR U5P - CIA ADHESIVE ANCI-IORING SYSTEMS. - - - - - - • WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CML. WALL MUST BE FELLED SOLID w/ GROUT_ - - •a led COMMON NAILS CAN BE SUE6STITUTED WITH led x 1 V2' NAILS N CONJUNCTION WITH A 23% REDUCTION N THE Al-LOUJA15LE LOAD. MITTEN APPROVAL FROM THE ARCHITECT 15 RECUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. - - - - - - - - - - - V) ++ MNIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WiLL BE D', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' LSA I— O ATR.. A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPtON5I5LE FOR MAKING SUS THAT THE PROPER COR. ZICN PROTECTION 18 USED. - - - - - - WHEN USING STAINLESS STEEL 024,ECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL DA515 AND MUST HAVE WRITTEN APPROVAL FROM THE ARLU4ITEC7/ENGINEER OF RECORD PRIOR TO USE.- - - ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013', 'HIGH WIND -RESISTANT CONSTRUCTION C-411013, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE ! MASONRY CATALOG C -5A5-2012. _ ICNEAHDEER SIBS �� c.CµIar�r,' UNA,J SiNGLE STORY APPLICATION SIZE CLEAR SPAN - DBL 2 x 6 UP TO W-4' DBL 2 x 8 W-4' TO 1'-0' DBL 2 x 10 1'-01 TO Ion -0' DBL 2 x 12 10-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' 05L 2 x 8 V-0' TO 6'-4' DBL 2 x 10 6'-4' TO W-0' D5L 2 x 12 W-0' AND OVER 2x12 (n SYP) 1!161 055 (Tyra. NAiL (3) 12d • 6'-8' OCG, TYP. 2x12 BM. HDR. ENTRY MINIMUM WALL AND HEADER STUD Rr=QUiF?r=MENTS MAXIMUM HEADER SPAN (W UP TO 51-m' t0 81-01 UNO. 4'-11 1/21 1'-11 1/2' AND UP NUMBER OF I-EADER STUDS D5 SUPPORTI IG END OF HEADER 1 2 3 N _MWR OF FULL LENGTH STWS 1 2 AT EAC14 END OF HEADER / II II II II II 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BYSIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOFIFLOOR 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 1'40 MIN. FROM 2ND. FLR. LINE - - --------------------------------- 1 LIME OF IST FLOOR BELOW 3 3 3 1 1 t; t; t; t 3 3 3 D5 ` D5 G.11 / II II II II II II II II II 111 I II II 1 CJl CJ3= I I 11 I I 11 11 II 11 II 11 i i 11 II = C.13 I) (I I) II I) II II (IW5 11Lj = = II II II II II II II 11 = cis �00000000� - DBL. 05L. IS STUD -. - - - - STUD = _ _ _ _ _ = C A02 _ A03 A08 - - A05 A04 TRUSS TO = _ _ _ _ - _ _ _ = A03 _ (2) 2xS D5L STUDS W/ - _ - - '�`e - - - A06 1 -ITS -16 - - - - D5L. ATTIC STUD 1 v/ "5" = 11 � _ _ _:IF_ _ _ 004 F4X:407-774-4078 www.abdesigngroup.com - AA #: 0003325 i 1 �00000000� SUBDIV. & LOT: KENSIGNTON RESERVE (LOT 133) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 133R1 PAGE: . SECOND FLOOR ROOF FRAMING PLAN aRCHrECr= STATE OF FLORIDA DA : 5/23/18 SCALE: 1/41'=if— Ott SHEET 7 Or 9 EXTE PRE-ENGINI STRAPPING PER { PREC S P.T. Ix2 W1 r FRAMING DETAIL SCALE= 3/4's 1'-0' Zx STUDS PER GENERAL NOTES SWEET (GN), SECTION TIMBER, NOTE 21. INSULATION PRE-ENGINEERED FLOOR TRUSS SECURE PER FRAMING NOTES RECESSED PRECAST CONC. LINTEL Des i n OGrouinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �"I'llll'I \�0000000� SUBDIV. & LAT: KENSIGNTON RESERVE (LOT 133) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 133R1 PAGE: ENTRY SECTION DETAIL D 5/23/18 S ALE: 1/4$$=1'-O" SHEET 8 OF e J LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: SUMMERLAND MODEL OEF�tftION LOAD INFORMATION VA 2421 SQ -FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 7289 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DORWASHER JIM (1) CIATHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD sairrm in/ dAm Tat FIRST 10 KVA OF GENERAL LOAD AT IOOX 10000 REMAINDER OF GENERAL LOAD ® 40X= 38,509 VA z (.4) M404 TOTAL NET GENERAL LOAD WIN 3.5 -TON HEAT PUMPf1 30 AMP X (240 VA) _ 7200 wipmwaomT ut KM%M tt M fie iNet Agr 5 -KW ELECTRIC HEAT 5000 VA z (85X) 3250 d) 220V OUt1.Et ` NET GENERAL LOAD WU NET TOTAL HEAT 1%450 TOTAL LOAD 3k854 CALCULATED LOAD FOR SERVICE 35,854 VA / 240 V- 149.39 200 AMP SERVICE t G� 1 FAN/CEILING PRE -wry _ �,1 ` I-% CSI f I GFI ,, GF1 \ 4 I I DED. 20 AMP IOUTLET FOR M. WAVE (3) e I T4-IN/THM COPPER CONDUCTORS, (U «6 TNI4NI/TI4WN COPPER GROUND IN 2" CONDUIT. \ + �` + I /Cal=l I PUSH BUTtON FOR DISP. \G�i KITCHEN I j , __---- cp TRANSFORMER 5ANIG 50kYA — — — \\ ` ` ` rO' O VOLTAGE. 1620A3200-240/48VV NEMA 3R 2200 AMP \ �. - �' �� 1Qw, �"/--=.a SERVICE: SING -d-9 PHASE 120/240 tO \ ` OPT. TYPE: UNDERGROUND COMBOT 42 ITS AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT DISCONNECT CIRCUITS `� 15% AT SECONDARY SIDEt (11®/140 VOLTS) M AND METER MLO fl �`\I F: — — L, MAXIMUM FAULT CURRENT: 19390 amps CAN 1 POWER COMPANY 2W TRANSFORMER AMP Fi4ONE DATATWER CA5LWEATITERN PROOF BOX PROOF BOX SERVICE BY OTI-ERS INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS GRADE LME 2 00 AMI � ELECTRICAL R 1 s� R PROVIDE 'M4 THA COPPER CONNECTED TO CONGR7=TE ENCASED 1=00'fER STEEL AND NOtE: COLD WATER PIPE ELECTRICAL. MATERIALS AND INSTALLATIONS 814AL.L COMPLY W/ NOTE, IF PVC IS USED T14EM IS NO APPLICABLE PROVISIONS OF THE NATIONAL ELEC, CODE, LOCAL BOND/�CsRDUND TO COLD WATER PIPE. CODES, AND THE LOCAL POUTER CO. ELECTRICAL LEGEND SYMBOI. OEF�tftION NOTES wv oLm.>:t v craw Mat trig 1 11®V FLOOR gain m avouw i�aut ® K ti tr*m Int *r OUTLET wv SW xt w sairrm in/ dAm Tat Kf>:R "f &f" Ii mT" Cuw rm wvl:A wipmwaomT ut KM%M tt M fie iNet Agr OUTLET Trm d) 220V OUt1.Et ` 4 WOW EXMvJQR ui41ERPRoOF 011T.I:t SUNT04 SWITCH I-WaMU= { OUTCN 4 4T a'6PA71Qt V" ER Sw= [.� WALL MOWTED _ LW J=L UALL. SCONCE PRE -WIRE MdNi1:D LIGµT 0 1ECAN O. VAPOR PROS VENT FAN �{ vmt FAN W/ NC - LIGHT 24' 1.IC�-IT STRIP 4B' LW STRIP \000000000 0 FUORESCSINT WAP AM M 24' RXORESCENT 48' RUORESCENT ® PANEL STRUCIURED URE PANEL nib METER E �0R of SMOKE/CARBON MONOXIDE can eacx�u� w w+rtau DETECTOR COMI30 - PENDANT LW JACK Q GAS air ® CREWS FAN / �POR�Ep ACCa+IPNiCB W LKS iaooc roue® m 0" pm p J-l3oWPM CELMOMPSaMTON K ALOONUM IV ramwncK 0 SPEAKER PRE -M AN ROOD LIGHT o SY5TE'1 KEYPAD D DIGITAL KEYPAD WATER NEATER u DISCONNECt AIR CAND DISCONNECT TEEVISIAN JACK L1' WINS 17.771 DOOR CHI" ER3 UTLETS i TELEVISION JACKS TO BE ED BY BUILDER / HOMEOUNER CEPTACLES IN HABITABLE ROOMS F BE ARC FAULT AND TAMPER T TYPE ARCHITECT S -1 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r 1 �I'll'I"II \000000000 SUBDIV. & LAT: KENSIGNTON RESERVE (LOT 133) MO DEL:: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 133R1 PAGE: FIRST FLOOR 'ELECTRICAL PLAN STATE OF FLOPoDA �•,�••AFAi012079 J r : 5/23/18T or 9 ELECTRICAL LEGEND SymwL 08-- NITION Isawww NOTES I ®wvame IW Gimm MT Nieiff*MNE3616UV - mea Nr�u�tee lTAT1°ER I®616iANr Ouw rrrEa wv SWITCIw r mr Gia1u rw�t NlfAi#'�R�srANr aatLEt n �. wv GFI earmwawmmr Nraw tae frA11°E�! 1mw* t ouTL�T rm f'I 2W OOiM . 411FE OON CfIAI EXIERM IMIERPROOF OI11LE7 Stave SWITCH 3�IAYOPBPAfIQI $4 SWTCEI 4."y OP9PA m DIhI�R SWIIdd _ LW WALL SCONCE PREVRE �.-.( CEILN3 j...( MOJM LW o RECESSED CAN O, VAPOR PROOF �00000000� RECESSED CAN VENT FAN �{ VENt FAN W/ �C L&IT 24' LIGi.9 STRIP 4S' LIGW STRIP o IJESCENt 24' 48' RIORESCENT ® PANEL ® STRUCTURED URE PANEL MEI a SMOKE Un NOW W MUM N! xw4am CARSON MONaxIDE Un W WWW DETEGIOR KraiccRem p• SMOKE / CARBON MONOXIDE W : MOM DETECTOR COMBO NtavcaMieclID PENDANT LKaFIT 4JACK 4 GAS ® CEILING FAN / elrPORrBDt4 ACGOmma W LIGHT =K40MA6MPM GELMaCKF6aMWTQaE Jd30X a1WM1ED N AOGOMAN2 W im MiAFM M SX9 MR NlPEGffON ® SPEAKER FLOOD LIGHT 0 SEWRITY SYSTEM KEYPAD D DIGITAL KEYPAD . WATER WATM u DISCONNECT Ate, COIF. u DISCANNCT TELEVISION JACK WANCrLWING EES DOOR CIIM NOTE: -PHONE OUTLETS i TELEVISION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE ' TO BE ARC FAULT AND TAMPER RESISTANT TYPE ARCHITECT S -) FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSIGNTON RESERVE (LOT 133) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 133R1 PAGE: SECOND FLOOR ELECTRICAL PLAN FrjcrirrEcr=F ORORIDA oil 1 D �T 5/23/18 S , 1/4„_1,_O„ :§ffEET 9 -.lop LJ �00000000� SUBDIV. & LOT: KENSIGNTON RESERVE (LOT 133) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 2997.000 133R1 PAGE: SECOND FLOOR ELECTRICAL PLAN FrjcrirrEcr=F ORORIDA oil 1 D �T 5/23/18 S , 1/4„_1,_O„ :§ffEET 9 -.lop LJ SHINGLES OR TILE (PER BLDR) REFER TO DETAIL I/D2 FOR GABLE NOTE: NOTE: OVER +30 FELT PAPER (OR APPROVED EQUAL) X -BRACING REQUIREMENTS swim AS NEEDED SHIM AS NEEDED INSTALLED PER SECTION 8905 OF THE FBCR, RE -ENGINEERED TO PLUMB JAMB. TO PLUMB JAMB. 6TH EDITION (2011) GABLE ROOF TRUSS DO NOT EXCEED 4' DO NOT EXCEED 4' S' CMU BLOCK 8' CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT AT FIRST (2) BAYS TRUSSES J' DRYWALL If DRYWALL WINDOW DOOR JAMB METHOD PER 'NAILING SCHEDULE' R B P.T. Ix4 or J'x4' MIN. P.T. 1x4 or i'x4' MIN. WINDOW/ DOOR -0 O.C. SHEATHING SEAMS) (SEE WwDOW/DOOR JAMB BLOCK 1x4 or 1x2 P.T. NAILER (� WNDOUVOOR JAM5 15LOCKING ix4 or 1x2 P.T. NAILER BLOCKING FASTENER METAL DRIP EDGE FASTENER SCHEDULE FOR ATrACHMT)DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 2x6 SUB -BAN DOOR CASING SCHEDULE TIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL VENTED ALUMINUM SOFFIT OVER 4'-10' HIGH DOOR JAMB /.WINDOW MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB /WINDOW ' TEXTURED CEMENTITIOUS COATING MIN. (ASOVER PER TRUSS ENGINEERING) {ATTACHED TO BLOCKING (ATTACHED TO BLOCKING P.T. Ix4 or Rx4 MIN: (PER ASTM C926) OVER PAPERBACK PER MFR'S SPECIFICATIONS EACH END and a IS' O.C. MAX PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED ECURE P.T. 2x8 TO BLOCK w/,�' x 9' - tl) ' TAPCON (MIN. EMBEDMENT 14') 2 LAYER WATER RESISTANT BARRIER, OVER PER PLAN ANCHOR BOLT w/ 2' WASHER, SET IN � � � � � WALL SHEATHING (TYPE AND ATTACHMENT SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (A4 Or + � } WINDOW TO BLOCK (+3 } 8 FROM EACH END and 181 O.C. MAX METHOD PER 'NAILING SCHEDULE') (6' MIN. EMBEDMENT a 32' o.c. MAX) ff S » or DRIVE PIN, 8' FROM EACH END and DOOR JAMB TO BLOCK (A4or + } DOOR JAMB TO BLOCK (+3 } SECURE GABLE TO 26 P.T. PLATE A A A A A A A A 4A 4E 9 18' OC. MAX w/ 12d NAILS a 8' O.C. MAX SCALE: r=r-0' Sc„aLE: r=1'-0' MIN. 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 9 MID -POINT OF TRUSS SPAN NOTE: NOTE: ' TEXTURED CEMENTITIOUS or 10'-0' O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: COATING MIN. (PER ASTM 4TO PLUMS JAMB. TO PLUMB JAMB. C926) OVER CM ATT OR BLOWN -IN INSULATION SECURE TO BLOCK w/ (1) TAPCON (R -VALUE PER ENERGY CALCS) DO NOT EXCEEDDO NOT EXCEED' (MIN. EMBEDMENT 19 8 FROM EACH 8° GYPSUM BOARD OR 1' HIGH. STRENGTH 8' CMU BLOCK END and a 18' OC. MAX CEILING BOARD � DRYWALL 8' CMU BLOCK or - OHC. FILLED U -BLOCK w/ ll) '"5 P.T. 2x � DRYWALL (1) DRIVE PIN, 8' FROM EACH ENp and 1 BLOCK WALL SECTION GABLE ROOF (SES w�NDOWmooR JAMB BLOCKS Ix4 or 1x2 P.T. NAILER P.T. 1x4 or i'x4' MIN. Ix4 or 1x2 P.T. NAILER 6 18' O.C. MAX CONTINUOUS REBAR DOOR CASING OSB l4 WIDE MIN) MIN. E4 4ANK SIZE .145 SfI�LE STORE SCALE: 314'=i'-®' FASTENER SG-{�DtJL� FOR ATtACNI"I�NT (5� WfND011UDDOR JAMB BLOCKINGS r � FASTENER SCHEDULE FOR ATTACHMENT DOORJAM ! WINDOW SECURE -2nd 2x TO STRUCTURAL DOOR CASING MIN. HEAD SIZE 300 $ MIN. EMBEDMENT I if 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' O.C. MAX (ATTACHED r0 BLOCKING OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION R905 OF THE FBGR,1� „ NOTE: SECURE TO BLOCK w/ (2)' TAPCONS 6TH EDITION (2011) WINDOW TO BLOCK (+1 i2 } STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 14') 8' FROM EACH 72 OVER ROOF SHEATHING (TYPE AND ATTACHMENT DOOR JAMB TO BLOCK (+1 THROUGH NON-STRUCTURAL MEMBER (lx or a' 068) END and a 18' O.C. MAX METHOD PER 'NAILM SCHEDULE' 4B SCALE: Vs: V-01 w/or ' TAPCON MfN. l 'EMBEDMENT INTO BLOCK (2) DRIVE PINS, 8' FROM EACH END and RE -ENGINEERED ROOF TRUSS 9 18' O.C. MAX EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3Y1 6 11) MIN. SHANK SIZE .145 (PER PLAN) (R -VALUE PER ENEMY CALCS)NOTA: DOOR JAMB TO BLOCK 6" MIN. HEAD SIZE 300 4F(+3yl MIN. EMBEDMENT 1 i SHIM AS NEEDED 4 TO PLUMB JAMB. SCALE: 1'■i'-0' -METAL DRIP E 8' GYPSUM BOARD OR J' HIGH DO NOT EXCEED if 2x6 50-5 P.T. 2x8: • STRENGTH CEILING BOARD - 8 CMU BLOCK _ SECURE TO BLOCK w/ (2) TAPCONS VENTED ONC. FILLED U -BLOCK w/DRYWALL2 NOTE: (MIN. EMBEDMENT 14') VFROM EACH ALUMINUM SOFFIT (1) 05 CONTINUOUS REBAR P.T. 2x 4 or 1x2 P.T. NAILER SHIM AS NEEDED END and 18' O.C. MAX PER PLAN �;°o � - (SEE w�NDowmooR JAM BLocK1NG TO PLUMB JAMB... or 'PRECAST LINTEL FASTeIER SCHEDULE FOR ATTACHMENT �IxOSB l4' WIDE MIN.) DO NOT EXCEED (2) DRIVE PINS, 8' FROM EACH END and WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DOOR CASING ATTACHMENT PER MFR PER PLAN) DOOR JAM$ / WINDOW 18 O.C. MAX SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS ° DRYWALL MIN. HEAD SIZE 300 NOTE: P.T. Ix4 or'x4' MIN. 1x4 or Ix2 P.T. NAILER MIN. EMBEDMENT 1 ' STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (BE WINDOtWDOOR JAMB BLOCKING P.T. Ix l4' WIDE MIND ALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT THROUGH NON-STRUCTURAL MEMBER (1x or OSB) DOOR CASING PRECAST OR POURED IN (R -VALUE PER ENERGY CALCS) SECURE 2nd 2x r0 STRUCTURAL go P.T. l2) 2x4: PLACE SILL (PER BLDR) w/ TAPCON MIN. 14, EMBEDMENT INTO BLOCK MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) 4' TAPCON GYPSUM WALL BOARD EACH END and tv 18' O.C. MAX (ATTACHED r0 BLOCKING (MIN. EMBEDMENT 149 8' FROM EACH ' TEXTURED CEMENTITIOUS I) w5 REBAR VERTICALLY IN " PER MFR'S SPECIFICATIONS) END and 6 18' O.C. MAX WINDOW TO BLOCK ` COATING MIN. (PER ASTM CONC. POURED CELL (+1 116 ! or (1) DRIVE PIN, 8' FROM EACH END and c926) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 116"} NOTE- (1) 2x MUST BE ON OUTSIDE 4 SECUREDTRIPS 6 1 8' P.T. FURRI ' 1Gx 6' O.C.C. 4C 6 18 O.C. MAX SCALE: t'=►'_0' THROUGH NON-STRUCTURAL MEMBER (lx or a' OSB) MIN. SHANK SIZE .145 W/ 4' TAPCON MIN. 1 1' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 OD BASE MIN. EMBEDMENT 1' s�Ir1 As N WINDOW TO BLOCK (+3 f6") EEDED .. a TO PLUMB ,IAMB. DOOR JAMB TO BLOCK (+3 %611) P.T. (2) 2x6: a CRETE BLAB DO NOT EXCEED ' 4G SCALE: 1'=1'-m' SECURE TO BLOCK w/ (2) ' TAPCONS (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 J') 8' FROM EACH ad • • j AND REINFORCEMENT) 8' CMU BLOCK END and 18' D.C. MAX XTERIOR WALL FOOTING' DRYWALL UPLIFT UP TO 1115 Ib or (SEE FOUNDATION PLAN FOR SIZE P.T. 2x 1x4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION HIP ROOF _ AND REINFORCEMENT) (SEE WIND0=OOR JAMB BLOCKS BIMPSON HT520 w/ (10)10d NAILS To TRWss 4 , 2 � P.T. lx l4 WIDE M(N.1 � � � 18 O.C. MAX SMLE STORY SCAI..E: 3/4 .t _O FASTENER SCHEDULE FOR ATTACHMENT (4) X2 TAPCONS INTO BOND BEAM RE -ENGINEERED MIN. SHANK SIZE .145 DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE .300 (ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT 1' UPLIFT UP TO 2,350 Ib 'S SPECIFICATIONS BATT INSULATION ADHERED TO CEILING 'GYPSUM BOARD OR �' HIGH PER MFR(2) SfMPSON HTS20 EACH SIDE OF 7i�,ISS w/ BEAM BOARD (R -VALUE PER ENERGY CALCS STRENGTH CEILING BOARD NOPE: (10) 10d NAILS TO TRUSS (4) 'X2 t' TAPCONS STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED P.T. (2) 2x8: INTO BOND BEAM SECURE TOOCK t THROUGH NON-STRUCTURAL MEMBER (lx or OSB) for EQUIVALENT INSTALLED PER MFR'S SPECS)BL w/ 2)' TAPCONS (MIN. EMBEDMENT 1 J') 8' FROM EACH W/ TAPCON MIN. l EMBEDMENT INTO BLOCK END and a 18' O.G. MAX TAPCONS MIN. or OPENING 22'x 30' MIN OD CASING AT SIDE WINDOW TO BLOCK (+2 Y") 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 �"} MIN. SHANK SIZE .145 SCALE: N.T.S. WOOD c,aslNG 4 GYP. 4D ,- _ , � TRUSS ANCHOR RETRO -FIT MIN. HEAD s1zE 300 BOARD (TYP) SCALE. t i 0 SCALE: N.T.S. MIN. EMBEDMENT 1 if ARCHITECT S —) /Design I FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENS IGNTO N RESERVE (LOT 133) MODEL: - SUMMERLAND (VERSION#01) PROJECT#: 299'7.000 133R1 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA JAME ANTWELL A NO 12079 DA�*5/23/18 S E:1/4,,=1'_0„ SHEET �omv00000ar, SUBDIV. 8c LOT: KENS IGNTO N RESERVE (LOT 133) MODEL: - SUMMERLAND (VERSION#01) PROJECT#: 299'7.000 133R1 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA JAME ANTWELL A NO 12079 DA�*5/23/18 S E:1/4,,=1'_0„ SHEET SIZE HEAD NAILING SCHEDULE DIAMETER TENSILE STRENGTH SHANK Sd ......... -------------------- .131 110,000 RING OF DIAPHRAGM -ASP!-!ALT SHINGLE AND REINFORCEMENT) 6 2x LBW (STUD SIZE, SPACING PRE-ENGINEERED PRE-ENGINEERED 3(6' O.S.B. or �' CDX PLYWOOD - ed RING SHANK GUN NAILS t 4' O.C. SUPPORTED PANEL AND REINFORCEMENT) • . z o a 4 LOCATION PER PLAN) ROOF TRUSS ROOF TRUSS EDGES AND 8d RING SHANK GUN NAILS 6 6' O.C. g INTERMED LATE SUPPORTS. SEE DETAIL. - INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT . . . . . . . ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS 4' O.G. EDGEWISE. i4' T4G SUBFLOOR (ATTACHMENT 6 24 O.C. MAX ECURE 2x TO CMU w/ (3)V x 9' 2x CONTINUOUS STRESS 2 '•x'_®� 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE M. 4B SCALE: 3/41-11-0- /4' 1'-0'Lu a : � ANCHOR BOLT w/ 2' WASHER SET OUBLE TOP PLATE TO STUD OUBLE TOP PLATE TO SCUD OF DIAPHRAGM - CEMENTITIOUS TILE or METAL . IN SIMPSON OR USP HIGH STRENGTH EPDXY (6' MIN. w/ SIMPSON SP4 (USP SPT4) w! SIMPSON SP4 !USP SPT4) FLOOR TRUSS Sd RING SHANK GUN NAILS g 6' O.G. IN FIELD EMBEDMENT) 6 32' O.C. MAX a 32' O.C. MAX %* CDX EXTERIOR PLYWOOD or r/z' APA -RATED O.S$. (AS PER MANUFACTURER'S a 2x STUDS a 16' O.G. MAX 2x STUDS a 16' O.C. MAX INSTALLATION SPECIFICATIONS) - 8d RING SHANK GUN NAILS s 4' O.C. t SUPPORTED PANEL TYPICAL EXTERIOR SHEATHING ATTACHMENT NOTE: (1) ANCHOR BOLI UNLE55 NOTED OTHERWISE UNLESS NOTED OTHERWISE EDGES AND 8d RING SHANK GUN NAILS s 6' O.C. s INTERMEDIATE SUPPORTS. SEE DETAIL. DOUBLE TOP PLATE FOR WALL SHEATHING LOCATED V FROM TOP AND 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS a 4' D.C. EDGEWISE. TOP CHORD BLOCKING 4' a } (O.S.B. t0 BE STRUCTURAL GRADE) PRE-ENGINEERED BOTTOM (l) NEAR MID -CENTER BLOCKING MID -WALL BLOCKING 6 MID 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. O.C. MAX IN FIRST (2) FRAMING UNLESS NOTED OTHERWISE ROOF TRUSS -WALL SPACES @ EACH EN n Lu 4'-0' MINIMUM OVERLAP FOR TOP PLATE SPLICE EXTERIOR WALL SHEATHING 2x CONTINUOUS STRESS SECURE TOP PLATES w/ f6d COMMON NAIL -Se 4' O.G. NOTE: PRE-ENGINEERED TRUSS BLOCKING Q MID -WALL BLOCKING 0 MID -WALL • DIAGONAL BRACE CENTER OF TRUSS SPAN or Xb' O.S.B. or V PLYWOOD or 1*' ZIP BOARD SYSTEM - 8d RING SHANK GUN NAILS 4' O.C. °r RAFTER' ECURE 50TTOM PLATE TO SLAB w/ 2-ROU1S, STAGGERED - GYPSUM WALL BOARD ' s GYPSUM WALL BOARD PANEL EDGES AND ed RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND 8d RING ROOF SHEATHIN x V ANCHOR BOLT w/ 2' WASHER 1) *5 REBAR VERTICALLY IN c� DIAGONAL BRACE TO BE ANY SPAN 15'-0' OR SHANK GUN NAILS 6 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. 01 AT= _ GONG POURED CELL ECURE BOTTOM PLATE TO SLAB w/ 2) 2x4 SYP 02 DIAGONAL BRACE w/ (3) UNLESS NOTED OTHERWISE Ir EPDXY (OR EQUIVALENT) 6' I (LOCATION PER PLAN) Y' x 9' ANCHOR BOLT wi 2' WASHER NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM n ECURE BOTTOM PLATE t0 EMBEDMENT MIN. t► 32' O.C. MAX f SET IN SIMPSON HIGH STRENGTH ANY MANUFACTURER SLAB w/ (U 10d CUT NAIL UD TO BOTTOM PLATE w/ EPDXY (OR EQUIVALENT) 6' cECURE .. 32' O.C.. MAX SIMPSON SP4 (USP SPT4) 9 32' BOTTOM PLATE t0 EMBEDMENT MIN. t 32' O.C. MAX NAIL REQUIREMENTS a ° . -4; .. e I/ ° 4 : ------CONCRETE SLAB SLAB w/ (U 10d CUT NAIL STUD TO BOTTOM PLATE w/ a° Q a NCRETE SLAB _ ° a. CRETE SLAB (SEE FOUNDATION PLAN FOR 51ZE 32' O.C. MAX SIMPSON SP4 !USP SPT4) g 3Z' SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Sd ROUND, MODIFIED OR T 2 %' .131 110,000 RING AND REINFORCEMENT). AND REINFORCEMENT) 6 _ (16-20 RINGS w/ 51MP50N SP4 (USP SPT4) 32 O.C. MAX AND REINFORCEMENT) • . z o a PER INCH) AND REINFORCEMENT) N. 11 N N N A N O.G. MAX ° ° °' . ° C BUILDIW3 LENGTH CRETE SLAB � a a a4� a NGRETE SLAB `--4--NTT=RIOR 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 Q AND REINFORCEMENT) • NTERIOR BEARING WALL FOOTING NTERfOR BEA INC WAL FOO ARCHITECT S -) 5 DesomnGrounc. FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r Ed RlWG 544NK GUN NAILS iv 4' O.C. z O.C. IN FIELD XTERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE TOP E BOTTOM EDGES � Z 1 (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT). AND REINFORCEMENT) 6 _ or 8d x 3' SCREW SHANK BALLISTIC w/ 51MP50N SP4 (USP SPT4) 32 O.C. MAX AND REINFORCEMENT) • . z o a ,c `" • z n . . C - INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT . . . . . . . �4' T 4 SUBFLOOR (ATTACHMENT 'NAILING i4' T4G SUBFLOOR (ATTACHMENT 6 24 O.C. MAX • • 2x CONTINUOUS STRESS 2 '•x'_®� 4AE:3i¢'.I'-m' 4B SCALE: 3/41-11-0- /4' 1'-0'Lu � Sd RING SHANK GUN NAf S @ 12' L UNTHREADED SHANK t0 EXTEND c . BEYOND TI -SICKNESS OF Lu FLOOR TRUSS Sd RING SHANK GUN NAILS g 6' O.G. IN FIELD SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' TTG SUB -FLOOR DECKING GLUED DOUBLE TOP PLATE FOR WALL SHEATHING • TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS 6 16' O.C. MAX (O.S.B. t0 BE STRUCTURAL GRADE) PRE-ENGINEERED PRE-ENGINEERED 3 SCALE OUBLE TOP PLATE UNLESS NOTED OTHERWISE ROOF TRUSS ROOF TRUSS ' GYPSUM WALL BOARD n Lu 4'-0' MINIMUM OVERLAP FOR TOP PLATE SPLICE 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS SECURE TOP PLATES w/ f6d COMMON NAIL -Se 4' O.G. NOTE: RE -ENGINEERED GABLE TRUSS BLOCKING Q MID -WALL BLOCKING 0 MID -WALL • DIAGONAL BRACE CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN ECURE 50TTOM PLATE TO SLAB w/ 2-ROU1S, STAGGERED - HIGHEST RIDGE. TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING x V ANCHOR BOLT w/ 2' WASHER Z a c� DIAGONAL BRACE TO BE ANY SPAN 15'-0' OR (O.S.d. t0 BE STRUCTURAL GRADE) 01 AT= DOi BLE TOP PLATE t0 STUD ARCHITECT S -) 5 DesomnGrounc. FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r z O.C. IN FIELD BLOCKI1�lG � MID -WALL Z � Z 1 2x STUDS 6 16' O.C. MAX 6 2x WOOD or METAL STUDS or 8d x 3' SCREW SHANK BALLISTIC w/ 51MP50N SP4 (USP SPT4) 32 O.C. MAX UNLESS NOTED OTHERWISE • . z o a ,c `" • z n ELECTRO GALVANIZED STRIP C ST FLOOR STUDS TO 2ND FLOOR STUDS SECURED w! SIMPSON OR USP MSTA36 z �'�I d NAILS 12' O.C. IN FIELD 01= ENDS O1' WOOD STRUCTURAL PANEL �4' T 4 SUBFLOOR (ATTACHMENT 'NAILING i4' T4G SUBFLOOR (ATTACHMENT 6 24 O.C. MAX > 2x CONTINUOUS STRESS � METHOD PER SCHEDULE') METHOD PER'NAILING SCHEDULE') � Sd RING SHANK GUN NAf S @ 12' L UNTHREADED SHANK t0 EXTEND . BEYOND TI -SICKNESS OF _ THIS DETAIL APPLIES AT ALL EXTERIOR-ENGINEEREDRE-ENGINEERED FLOOR TRUSS (NOT LOAD BEARING) ARCHITECT S -) 5 DesomnGrounc. FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r O.C. IN FIELD BLOCKI1�lG � MID -WALL Z � Z 1 2x STUDS 6 16' O.C. MAX 6 1 � or 8d x 3' SCREW SHANK BALLISTIC UNLESS NOTED OTHERWISE • . z o a ,c `" • z n ELECTRO GALVANIZED STRIP NOTE: + DO NOT SPLICE TOP PLATES WITHIN 6'-0' ST FLOOR STUDS TO 2ND FLOOR STUDS SECURED w! SIMPSON OR USP MSTA36 z �'�I d NAILS 12' O.C. IN FIELD 01= ENDS O1' WOOD STRUCTURAL PANEL �4' T 4 SUBFLOOR (ATTACHMENT 'NAILING i4' T4G SUBFLOOR (ATTACHMENT > SHEAR WALLS.FF METHOD PER SCHEDULE') METHOD PER'NAILING SCHEDULE') � U UNTHREADED SHANK t0 EXTEND . BEYOND TI -SICKNESS OF _ THIS DETAIL APPLIES AT ALL EXTERIOR-ENGINEEREDRE-ENGINEERED FLOOR TRUSS REFLOOR TRUSS SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' TTG SUB -FLOOR DECKING GLUED DOUBLE TOP PLATE FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS 6 16' O.C. MAX (O.S.B. t0 BE STRUCTURAL GRADE) 3 SCALE OUBLE TOP PLATE UNLESS NOTED OTHERWISE ' GYPSUM WALL BOARD ' GYPSUM WALL BOARD 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS NOTE: RE -ENGINEERED GABLE TRUSS BLOCKING Q MID -WALL BLOCKING 0 MID -WALL • DIAGONAL BRACE CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN ECURE 50TTOM PLATE TO SLAB w/ �000000000� HIGHEST RIDGE. TRUSSES AT FIRST (2) BAYS x V ANCHOR BOLT w/ 2' WASHER DIAGONAL BRACE TO BE ANY SPAN 15'-0' OR (4'-0' O.C. s SHEATHING SEAMS) 2x STUDS 16' O.G. MAX SET IN SIMPSON HIGH STRENGTH r/ GREATER (REFER t0 TRUSS ENGINEERING FOR 2) 2x4 SYP 02 DIAGONAL BRACE w/ (3) UNLESS NOTED OTHERWISE Ir EPDXY (OR EQUIVALENT) 6' I ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) 12d NAILS s EACH TRUSS !DIAGONAL ECURE BOTTOM PLATE t0 EMBEDMENT MIN. t► 32' O.C. MAX f ID'-@' - 30'-0' USE ll) X -BRACE X -BRACING TO COVER 5 -TRUSSES SLAB w/ (U 10d CUT NAIL UD TO BOTTOM PLATE w/ 30'-1' - 60'-0' USE (3) X -BRACE .. 32' O.C.. MAX SIMPSON SP4 (USP SPT4) 9 32' (1) X -BRACE -6 CENTER 4 (2) BRACES a ° . -4; .. e I/ ° 4 : DIVIDED EQUALLY FROM CENTER TO END a° Q a NCRETE SLAB _ ° a. CRETE SLAB !SEE FOUNDATION PLAN FOR SIZE .� • (SEE FOUNDATION PLAN FOR SIZE ALL UPRIGHTS STEER AND REINFORCEMENT) AND REINFORCEMENT) 41-1 ,HAT OVER 41-10, HIGH NTERIOR BEARING WALL FOOTING ---INTERIOR BEARING WALL FOOTING (AS PER TRUSS ENGINEERING) (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE ' PLASTIC OR METAL _ ; AND REINFORCEMENT) AND REINFORCEMENT) WEEP SCREE ARCHITECT S -) 5 DesomnGrounc. FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r 1 �000000000� SUBDIV_ & LOT: KENSIGNTON RESERVE (LOT 133) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 2997.000 133R1 PAGE: SECTIONS/ DETAILS ARCHrTECT- STATE OF FLORIDA ,'` I��' SHOWN w/ CMU (FRAME CONDITION TWO STORY L.B.W. w/ NO UPLIFT TWO STORY L.B.W. w/ UPLIFT SAME X-BRACNG REQUIREMENTS) 7B 5A SCALE: 3/4'4-0' E• 5/23/18 NT. 2x4 RAT -fit ATTACHED TO EAC44 TRUSS w/ (2)12d NAILS ALE: GABLE X -BRACING INSTALLED 0 MID -POINT OF TRUSS SPAN SHEET 1 SCALE: 3/4'.1'-m' or 10'-0' O.C. MAX TYPICAL VALLEY TRUSS 1 r I- I 1+11111 IMPSON VTCR or USP VTT 11+11111 SPACING (1) -0 EACH END AND 6'-0' O.C. MAX �i�;�4; II111 111111111 111111 11 - -a 0 0 o CONNECTION SCALE: 3/4'=1'-0' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE w/ MIN. (3)12d NAILS or MIN. (4)10d GUN NAIL 1x6 COLLAR SIE 6 EVERY OTHER RAFTER w/ MIN. (3)12d NAILS or MIN. l4)10d GUN NAIL 2x RAFTER 1x8 NAILER SECURED TO TRUSSES BELOW w/ (2)12d NAILS or (3)10d GUN NAILS A EACH TRUSS- RAFTER TO TRUSS w/ SIMPSON MT512 or USP MTW12 (CREATE VOID FOR STRAP PENETRATION CONVENTIONALLY FRAMED ROOF 4 sGALE: 3/4'4-O' 2x4 SECURED TO GABLE END w/ .(2)12d -0 EACH UPRIGHT 2x4 SECURED TO GABLE END w/ (2)12d SPACED 6' - 5' O.C. MAX o M o' . ., ALTERNATE CONNECTION SECURE RATER TO BLOCKING BETWEEN TRUSSES w/ SIMPSON or USP M5TA24 SECURE BLOCKING TO TRUSS BOTTOM CHIORD w/ (3)12d NAILS g EACH END. RE -ENGINEERED ROOF TRUSSES DOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES RE -ENGINEERED TRI55 "'GYF5UM BOARD OR HIGH STRENGTH CEILING BOARD V____6INGLE 2x TOP PLATE - ' GYPSUM WALL BOARD 2x WOODS STUDS 24' O.C. ISfZE PER PLAN) ECURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS g 32' O.C. MAX ONGRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) ---WATER RESISTANT 5ACKER50ARD IDENSHIELD) 2x4 RAFTER is 24' O.C. /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 APELASTIC AQUA DEFENSE WATER PROOF g BLOCKING (EACH END ,-, 7A utooD STs_ 3/4'4-0' -0, MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES) RE -ENGINEERED T RI55 AULK BEAD BETWEEN DENSHIELD 2x4 BLOCKING g EACH RAFTER P.T. 2x4 STUDS AND FIBERGLASS PAN APPLIED e 16' O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) z YARD€5 PE=R PLAN INSTALLATIONSIMPSON HZ.SA or USP RTA 13' GYPSUM BOARD OR MOWER PAN g EACH RAFTER TAIL CONNECT[ HIGH STRENGTH CEILING (FIBERGLASS OR CERAMIC)BOARD SIMPSON L30 or USP A3 TOP OF EACH RAFTER CONNECT[ 3 %' TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ SHOWER SEAT DRYWALL SCREWS (EACH TRUSS 2 FRAMED OVERHANG or 24' O.C. MAX) SCALE: 3/4'=1'-0' S SCALE: 3/4'=1'-0' �00000000� GYPSUM WALL BOARD 3 s' METAL STUDS (25 GAUGE) g 24' O.0 w/ FULL LENGTH LAYER OF RECAST LINTEL _ 1/2' TYPE GYPSUM WALLBOARD, A ECURE 2x TO CMU w/ (2) %' x 3' TAPGONS ATTACHED TO EACH SIDE g 12' O.C. WITHIN S' OF EACH END AND gib' O.G. MAX 3 %' BOTTOM GHANNEL (25 or CURE 2x4 FLAT t0 GAUGE) BOTTOM CHANNEL TO DRIVE PIN BLOCK w/ CUT NAILS SLAB w/ 10d x I' MIN. MASONRY (MIN. SHANK SIZE .145 NAIL w/ WASHER 6 32' O.C. MAX. 4 MIN. EMBEDMENT OF 1 Y49 WITHIN S' OF EACH END AND @V O.C. MAX ° CRETE SLAB o ISEE 1=0UNDATION PLAN FOR WALL SHEATHING SIZE AND REINFORCEMENT) (TYPE AND ATTACHMENT METHOD a ° � -�LL PER 'NAILING SCHEDULE') CURE 2x(o MIN. TO BLOCK w/ P.T. 2x8 STUD BLOCK (2)} ' x V ANCHOR BOLTS w/ 2' NOTE: o B WASHER SET IN SIMPSON or USP STUD GAUGE IS HEIGHT SPECIFIC. CONSULT HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD HEIGHT LIMITS. ROUGH OP€NTNG (UP TO 6-0') (MIN. V EMBEDMENT) T_ INTERIOR NON—BEARING WALL o © 7B WAL STUDS SCALE= 3/4'=1'-0' SECURE 2x6 MIN. TO BLOCK w/ (3)V x V ANCHOR BOLTS w/ 2' ' TEXTURED CEMENTITIOUS 1) REBAR VERTICALLY IN CONC. POURED CAST OR POURED IN WASHER SET IN SIMPSON or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) PLACE SILL (PER BLDR) HIGH STRENGTH EPDXY (MIN. 6' G926) OVER EMBEDMENT ' CMU BLOCK ATHER STRIP MOLDING AROUND DOOR CMU-_ (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)V x V ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS I.MIN. SLIDE VRHEAD GARAGE DOOR (BY OTHERS) ARCH WINDOW FRAME 3 SECTION GARAGE DOOR BUCK ATTACHMENT SECTION RO°M ALVANIZE� STEEL VERTICAL TRACK SCALE: 3/4'=1'-0' B Kts. (BY OTHERS - INSTALLED PER MANUFACTURER'S SPECIFICATIONS) A R C H I T E C TS Desi n u lnc. Gro 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r - � �I"I'll'II �00000000� SUBDIV_ 8c LOT: KENSIGNTON RESERVE (LOT 133) MODEL: SUMMERLAND (VERSION#Ol) PROJECT#: 2997.000 133R1 PAGE: SECTIONS/ DETAILS ARCHITECT= STATE OF FLORIDA i MAY 2 4 2015 i JAMES LL AR 2079 i DAT 5/3/18 SC E:1/4„_l_O„ SHEET 1 IF3 i 1 BATT OR BLOWN -IN INSULATION INGLES OR TILE (PER BUMSHINGLES OR TILE (PER BLDR) REFER TO DETAIL 102 FOR GABLE (R -VALUE PER ENERGY CALLS) OVER #30 FELT PAPER (OR APPROVED OVER 030 FELT PAPER (OR APPROVED X -BRACING REQUIREMENTS PRE-ENGINEERED 8001= TRU EQUAL) INSTALLED PER SECTION R905 OF EQUAL) INSTALLED PER SECTION 8905 OF RE -ENGINEERED THE FBCR 6tH EDITION (2911) THE FBCR, 6tH EDITION (2011) GABLE ROOF TRUSS TWIST SCRAP (PSR PLAN)OVER ROOF SHEATHING (TYPE AND OVER ROOF SHEATHING (TYPE AND 2x4 BLOCKING BETWEEN TRUSSES DOUBLE TOP PLAT ATTACHMENT METHOD PER 'NAILING ATTACHMENT METHOD PER 'NAILING AT FIRST (2) BAYS - METAL DRIP EDG SCHEDULE')SCHEDULE' (4'-0' O.C. 19 SHEATHING SEAMS) 2x6 SUB -BAN 8 GYPSUM BOARD OR ° HIGH METAL DRIP EDG = STRENGTH CEILING BOARD 2x6 SUB-B=RAIL VENTED SIMPSON SP2 (USP SPT24) EVERY TIFFBACK AT ALL UPRIGHTS ALUMINUM SOFFIT VENTED ALUMINUM SOFFIT OVER 41-10, HIGH = 2 x 2' WOOD SCREWS EXTERIOR BEARING STUD. (AS PER TRUSS ENGINEERING) - - FOR CONDITIONS WHERE TRUSS AND PER PLAN ALL SPACER NT2x4 RATRUN ATTACHED TO PEP, PLAN-) STUD LINE-UP, USE A SIMPSON HiOA DOUBLE TOP PLA T. - EACH TRUSS w/ (2)12d NAILS 2x4 STUDS s 16' O.C. (USP RT16A) WINDOW HEADER ALL INSULATION INSTALLED 6 :MID -POINT. OF TRUSS - _ ' TEXTURED CEMENTITIOUS COATING MIN. SPAN or 10'-0' D.C. MAX (SIZE PER PLAN (R -VALUE PER ENERGY CALLS) 2x8 BLOCKING (PER ASTM C926) OVER PAPERBACK ATT OR BLOWN -IN INSULATION - SECURED w/ l3)12d a' TEXTURED CEMENTITIOUS COATING MIN. WINDOW (PER PLAN), ATTACHMENT EXPANDED METAL LATH, OVER APPROVED (R -VALUE PER ENERGY CALLS) -� = NAILS EACH N (PER ASTM 0926) OVER PAPERBACK PER MFR SPECIFICATIONS �; E E 2 -LAYER WATER RESISTANT BARRIER, OVER _ EXPANDED METAL LATH, OVER APPROVED WALL SHEATHING (TYPE AND ATTACHMENTECURE 2x4 TO DBL TOP PLATE w/ %8' x 6' 2 -LAYER WATER RESISTANT BARRIER, OVER METHOD PER 'NAILING SCHEDULE' THRU-BOLTS 6 32' O.C. MAX, then SECURE GABLE - WALL SHEATHING (TYPE AND ATTACHMENT INDOW SELL TO 2x4 w/ 12d NAILS s 8' O.C. MAX METHOD PER 'NAILING SCHEDULE' WALL INSULATION or EXTERIOR BEARING STUDS (R -VALUE PER ENERGY CALCS) DRYWALL CONTINUOUS 2x4 w/ (4) l6d MAILS s TOP [ SIZE AND SPACING PER NOTE x'21, SECURE GABLE TO DBL TOP PLATE w/ SIMPSON = OF FLOOR TRUSS (TOP 2x4 SUPPORTS UNDER CATEGORY TIMBER ON WINDOW HEADER HGAI9 a 24' O.C. MAX BOTTOM PLATE OF 2nd FLOOR WALL GENERAL NOTES SHEET GN)] (SIZE PER PLAN) (or EQUIVALENT INSTALLED PER MF=R'S SPECS) or WALL MOUNT RAIL BLOCKING SHEATHING MUST NOT BREAK WITHIN T4G SUBFLOOR (ATTACHMENT SECURE GABLE TO DBL TOP PLATE w/ SIMP50N METHOD PER 'NAILING SCHEDULE') MSTA24 6 32' O.C. MAX 1'-4' MIN. FROM 2nd FLOOR LIN FRAME WALL SECTION -GABLE ROOF (or EQUIVALENT INSTALLED PER MFR'S SPECS) RAILING DETAIL CONTINUOUS 2x6 w/ (6)16d NAILS 6 SCALE: 3/4'=1'-0' 4B SCALE: N.TA BOTTOM OF FLOOR TRUSS (BOTTOM PRE-ENGINEERED FLOOR TRUSS fS A NAILER FOR WALL SHEATHING 7B NOTE:BATT OR BLOWN -IN INSULATION INGLES OR TILE (PER BLDR) S' GYPSUM BOARD OR J' HIGH (R -VALUE PER ENER3Y CALCS PLASTIC OR METAL WEEP SCREE STRENGTH CEILING BOARD HANDRAILS WITH A CIRCULAR CROSS OVER #30 FELT PAPER (OR APPROVED HANDRAIL SECTION SHALL HAVE AN OUTSIDE EDDED STRAP PRE-ENGINEERED ROOF TRUSS :: EQUAL) INSTALLED PER SECTION -8905 01= CONC. FILLED U -BLOCK wl (PER PLAN) DIAMETER OP AT LEAST 14 INCHES (32 MM) DOUBLE TOP PLA THE FBCR, 6TH EDITION (2011) (1) r5 CONTINUOUS REBA PRECAST LINTEL AND NOT GREATER THAN 2 INCHES (51 MMS WINDOW (PER PLAN), (IF THE HANDRAIL IS NOT CIRCULAR, IT -OVER ROOF SHEATHING (TYPE AND 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 2x6 SUB -BA SCHEDULE') SPECIFICATIONS MAX GREATER THAN 6 j INCHES (160 MM) WITH VENTED A MAXIMUM CROSS SECTION OF DIMENSION ALUMINUM SOFFIT 10OF 2 4 INCHES (51 MM). EDGES SHALL HAVE TEXTURED CEMENTITIOUS COATING MIN. g' GYPSUM BOARD OR HIGH ALL INSULATION Q MIN. A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). (PER ASTM 0926) OVER PAPERBACK STRENGTH CEILING BOARD (R -VALUE PER ENERGY CALLS) EXPANDED METAL LATH, OVER APPROVED IMPSON SP2 (USP SPT24) ip EACH 2X8 STUD PRECAST OR POURED IN 2 -LAYER WATER RESISTANT BARRIER? OVER PLACE SILL (PER BLDR J' GYPSUM WALL BOARD WALL SHEATHING (TYPE AND ATTACHMENT ,000# UPLIFT CONNEGtOR J' TEXTURED CEMENTITIOUS U 45 REBAR VERTICALLY IN METHOD PER 'NAILING SCHEDULE' FULL WALL COATING MIN. (PER ASTM CONC. POURED CELL Nr- CS26) OVER (LOCATION PER PLAN) THE CLEAR SPACE 2x8 SYP 02 WOOD STUDS g 12' O.C. MAX ° P.T. FURRING STRIPS s 16' O.C. BETWEEN THE V DIAMETER ANCHOR BOLT 8' ¢ HANDRAIL AND THE 12' O.C. MAX w/ 7' EMBEDMENT OD BASE WALL SHALL BE 1 V w/ 2' DIAMETER WASHER 'GYPSUM WALL BOARD 2x8 SYP *2 WOOD STUDS tv 12' O.C. MAX 42' KNEEWALL 1Y' SIMPSON SPI (USP SPT22) S EACH 2x8 STUD a° a 2 a 7B I) COURSE TIE -BEAM POURED SOLID w/ ONCRETE SLAB . , , . CONCRETE w/ (1)15 REBAR HORIZONTALLY (SEE FOUNDATION PLAN FOR SIZE CONTINUOUS HANDRAIL PRECAST LINTEL a • a ZERIOR REINFORCEMENT) WINDOW (PER PLAN), (SIZE AND REINFORCEMENT a 34' MIN. TO 38' MAX AFF. ATTACHMENT PER MFR PER PLAN) -° WALL FOOTING o (SEE FOUNDATION PLAN FOR SIZE SPECIFICATION AND REINFORCEMENT) o Q FRAME ON BLOCK WALL SECTION — HIP ROOF o 1 TWO STORY: 4A STAIR HANDRAIL two STORY SCALE: 3/4'4-0' z Lu PRECAST OR POURED IN a PLACE SILL (PER BLDR ' TEXTURED CEMENTITIOUS 16d NAILS 8 D.G. MAX rt� � ALL INSULATION $ TEXTURED CEMENTITIOUS COATING MIN. (PER o 6 COATING MIN. (PER ASTM (R -VALUE PER ENERGY CALCS) 2x4 BLOCKING a EACH BRACE. TOENAIL ASTM C92(o) OVER PAPERBACK EXPANDED METAL t= C926) OVER CM ONTINUOUS 2X4 w/ (4)16d NAILS 9 TOP a n INTO TRUSS w/ (4)16d NAILS t EACH EN = LATH, OVER APPROVED 2 -LAYER WATER RESISTANT j'GYPSUM WALL BOARD 3 BARRIER, OVER WALL SHEATHING (TYPE AND OF FLOOR TRUSS (TOP 2x4 SUPPORTS o v /4 T4G SUBFLOOR (ATTACHMENT BOTTOM PLATE OF 2nd FLOOR WALL) 4 P.T. FURRING STRIPS 16 O.G. ATTACHMENT METHOD PER 'NAILING SCHEDULE' Q o METHOD PER 'NAILING SCHEDULE' 4' T4G SUBFLOOR (ATTACHMENT a 1)15 CONTINUOUS REBAR -9 16' O.C. MAX, IN XTERIOR BEARING STUDS METHOD PER 'NAILING SCHEDULE') o CONCRETE POURED CELL 8d RING SHANK NAILS a 4' O.C. [SIZE AND SPACING PER NOTE ° ,z z n (VERIFY PER PLAN) MAX INTO BLOCKf 1"21, UNDER CATEGORY TIMBER - y D BASE ' ON GENERAL NOTES SHEET GN)] ENGINEERED FLOOR TRUSS z ° 2'-0' PRE-ENGINEERED FLOOR TRUS (MIN. IN 5LA15 EMBEDDED STRAP CONTINUOUS 2x6 w/ (6)16d NAILS m c4 0 jr REBAR 48' LONG w/ 6' HOOK 7B (or EQUIVALENT) BOTTOM 01= FLOOR TRUSS (BOTTOM 2x6 7B 24' O.C. (MIN. 24' IN SLAB) - 2x4 BRACE � 48' O.C. w/ (5)12d NAILS � (S A NAILER FOR WALL SHEATHING) . •r - .a (PER PLAN) EACH EN _ a 8' GYPSUM BOARD OR J' HIGH - a . ' CONCRETE REINFORCED w/ F15ERME5H AT STRENGTH CEILING BOA J TEXTURED CEMENTITIOUS A RATE OF .15lbs PER CUBIC YARD ON 6 -MIL r COATING MIN. (PER ASTM �, o POLY ETHYLENE VAPOR BARRIER ON WELL CONC. FILLED U -BLOCK w/ '.� C926) OVER CMU �:. s GYPSUM BOARD OR HIGH `� " �.d . • " COMPACTED CLEAN TERMITE TREATED FILL ARCHITECTS 5 - Design �� .G 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA ##: 0003325 SUBDIV. & LOT: KENSIGNTON RESERVE (LOT 133) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 2997:000 133R1 PAGE: SECTIONS/ DETAILS ARCHRECT� STATE OF FLORIDA �y 2 4 18 (i)15 CONTINUOUS REBA STRENGTH CEILING BOARD ° NOTE: tl 3)15 REBAR ON CHAIRS STRUCTURAL SHEATHING MUST NOT C. FILLED U -BLOCK w/ - o p D E: 5/23/18 BREAK WITHIN 1'-4' MIN. FROM 2nd (1) 05 CONTINUOUS REBAR "' s ALE: 1/4"=1'-0" FLOOR TRUSS CONNECTION FLOOR LINE PERPENDICULAR OPEN TO ABOVE WALL SECTION SHEET 2 SCALE:3/4'=P-0' PARALLEL TO BLOCK TO BLOCK 2 Two STORY �00000000� SUBDIV. & LOT: KENSIGNTON RESERVE (LOT 133) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 2997:000 133R1 PAGE: SECTIONS/ DETAILS ARCHRECT� STATE OF FLORIDA �y 2 4 18 (i)15 CONTINUOUS REBA STRENGTH CEILING BOARD ° NOTE: tl 3)15 REBAR ON CHAIRS STRUCTURAL SHEATHING MUST NOT C. FILLED U -BLOCK w/ - o p D E: 5/23/18 BREAK WITHIN 1'-4' MIN. FROM 2nd (1) 05 CONTINUOUS REBAR "' s ALE: 1/4"=1'-0" FLOOR TRUSS CONNECTION FLOOR LINE PERPENDICULAR OPEN TO ABOVE WALL SECTION SHEET 2 SCALE:3/4'=P-0' PARALLEL TO BLOCK TO BLOCK 2 Two STORY MSTCM40 1/16' O.S.B. SHEATHING OR 2X EXTERIOR WALL STUDS ( INSTALLED ON TOP OF1/2 CDX PLl'1U00D' T t G SUBFLOOR GLUED AND 'i/I6 WALL SHEATHING O PRE-ENGINEERED FLOOR TRUSS OS$.-IEATHINC� OR W! (20)10d X I NAILS 11 n CONTINUOUS REBAR 2X6 BOTTOM PLATE • ii NTT -4 SECURED TO STUD W/ (20)10d 11 X I J' NAILS NAILED AS PER NAILING SCHEDULE 2x4 BOTTOM PLATE TO SOLID STUD Wl (16) Ibd • • _ ;.: : - 2x4 EXTERIOR WALL 1/2' COX PLYWOOD I (MIN. 1' EMBED) SINKER NAILS . . TOP OF MASONRY WALL a r, ,4 - STUDS SECOND IaN. FLR. 1x6 EXTERIOR WALL. STUDS 5!8' A.T.R. M HIGH STRENGTH EPDXY {Li 777=7777" 7— .. TRUSS (GIRDER DRAWN) I i PRE-ENGINEERED FLOOR Ti3,1.55 II TOP OF WALLSOLID PRE-ENGINEERED FLOOR • ; CONNECT TOP OF STRAP 0 UNDERNEATH STUD 1116' 0,5.5. SHEATHING OR TRUSS • • MSTCM40 1/2' COX PLYWOOD 1i16' O.S.B. SHEATHING OR 1/2' CDX C 2x4 BOTTOM PLATE TO SOLID STUD W! (16) Ibd . . PLYWOOD 5/8' A.T.R. NTT -4 SECURED TO STUD W/ (20) . WALL SHEATHING - • , TOP OF - PLAN VIEW - 2x4 WALL SINKER NAILS :.. - VIEW - 2x6 WALL - --- STUDS s .I EPDXY (MIN. 1' EMBED) I CONNECT BOTTOM OFo: SECOND FIN. FLR DBL. STUD n GONG. FILLED LI>�TEL BLOCK W! t 1 J +5 2X6 BOTTOM PLATE W! (12) ' TAPCONS PRE-EWGINEERED FLOOR :: DBL. STUD REQUIRED W/ 2x4 WALL PLAN VIEW - 2x6 WALL °. =. • ii CONTINUOUS REBAR o 2X EXTERIOR WALL STUDS MSTCM40 TRUSS (INSTALLED ON TOP OF WALL SHEATHING 1/16' OS.B. SHEATHING OR 1/2' COX PLYWOOD . • cn 2x4 BOTTOM PLATE ii HTT-4 SECURED TO STUD W/ (20)10d MSTCM40 � � � a� X I NAILS 2X6 EXTERIOR WALL , ' TOP OF A STUDS MASONRY WALL 2x4 EXTERIOR WALL STUDS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. EMBED) 2X6 50TTO'1 PLATE 'sLALA .. CONNECT BOTTOM fJFocr STRAP TO CMU BLOCK WALL PLAN VIEW - 2x6 WALL 1116' O.S.B. SHEATHING OR I/2' COX W1(11) J' TAPCONs G PLYWOOD 1 EXTERIOR STUD WALL OUTSIDE CORNER SCALE: KTP. ELEVATION VIEW PLAN -VIEW — 2x4 WALL A X&F- KTP. ' T t G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE 2 EXTERIOR STUD WALL - INSIDE CORNER WA_F_ KTP. 1n6' O.S.B. SHEATHING OR V2' COX ELEVATION VIEW PLYWOOD HTT-4 SECURED TO STUD W! B SCALE: KTP. i (20)10d X 1 J' NAILS - 2X EXTERIOR WALL STUDS SECOND FIN. FLR - /Ifo" Val= 7HtA I HIM UK B• 2x4 EXTERIOR WALL 1/2 COX PLYWOOD ----STUDS '� ------ COl�WECT TOP OF STRAP p , . ;. O PRE-ENGINEERED FLOOR TRUSS W! (20)10d X I NAILS 11 n CONTINUOUS REBAR 2X6 BOTTOM PLATE • ii NTT -4 SECURED TO STUD W/ (20)10d 11 X I J' NAILS 2x4 BOTTOM PLATE TO SOLID STUD Wl (16) Ibd • • SECOND FIK FLR _ LI I (MIN. 1' EMBED) SINKER NAILS . . TOP OF MASONRY WALL a r, PLAN VIEW — 2x4 WALL .. • + SECOND IaN. FLR. 1x6 EXTERIOR WALL. STUDS 5!8' A.T.R. M HIGH STRENGTH EPDXY {Li 777=7777" 7— .. TRUSS (GIRDER DRAWN) I i (MIN. 11 EMBED) II TOP OF WALLSOLID PRE-ENGINEERED FLOOR • ; UNDERNEATH STUD 1116' 0,5.5. SHEATHING OR TRUSS • • MSTCM40 1/2' COX PLYWOOD 1i16' O.S.B. SHEATHING OR 1/2' CDX C (INSTALLED ON TOP_ MSTCM40 ' (GIRDER DRAWN) PLYWOOD 5/8' A.T.R. NTT -4 SECURED TO STUD W/ (20) . WALL SHEATHING - • , TOP OF - � 2X6 EXTERIOR WALL • APLAN :jo. MASONRY .WALL VIEW - 2x6 WALL --- STUDS s EPDXY (MIN. 1' EMBED) I CONNECT BOTTOM OFo: STRAP TO CMU BLOCK WALL " 2X6 BOTTOM PLATE W! (12) ' TAPCONS DBL. STUD REQUIRED W/ 2x4 WALL PLAN VIEW - 2x6 WALL °. =. o 2X EXTERIOR WALL STUDS 2 EXTERIOR STUD WALL - INSIDE CORNER WA_F_ KTP. 1n6' O.S.B. SHEATHING OR V2' COX ELEVATION VIEW PLYWOOD HTT-4 SECURED TO STUD W! B SCALE: KTP. i (20)10d X 1 J' NAILS - 2X EXTERIOR WALL STUDS SECOND FIN. FLR - HTT-4 SECURED TO STUD O PRE-ENGINEERED FLOOR TRUSS W! (20)10d X I NAILS Al i SECOND FIK FLR 5/8' A.T.R. IN HIGH STRENGTH EPDXY I (MIN. 1' EMBED) TOP OF MASONRY WALL a r, PRE-ENGINEERED FL II {Li TRUSS (GIRDER DRAWN) I i GONC.I=ILLEO LINTEL BLOCK W! (1) 05 II TOP OF WALLSOLID BLOCKING REQUIRED CONTINUOUS REBAR UNDERNEATH STUD 1/16' O.S.B. SHEATHING OR in, cDx PLYWOOD PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) 5/8' A.T.R. NTT -4 SECURED TO STUD W/ (20) ELEVATION VIEW 10d X I J' NAILS C BEARING POST/ BEARING STUDS SCALE:. K7& (PER PLAN) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) I ARCHITECT S /_ Design FAX:407-774-4078 www.abdesigngroup.com AA #- 0003325 svBDrv. � LOT:. KENSIGNTON RESERVE (LOT 133) MODEL: SUMMERLAND (VERSION#41) PROJECT: 2997:000 133R1 PAGE: SECTIONS/ DETAILS 8TATE OF RORDA vpj 2 lg \DDOOOOODOJ svBDrv. � LOT:. KENSIGNTON RESERVE (LOT 133) MODEL: SUMMERLAND (VERSION#41) PROJECT: 2997:000 133R1 PAGE: SECTIONS/ DETAILS 8TATE OF RORDA vpj 2 lg NOTE: EACH KING STUD TO TOP PLATE wl STRUCTURAL SHEATHING MUST NOT SIMPSON SP4 or USP SPT4 BREAK WITHIN 1'-4' MIN. FROM 2nd (FOR 2x(o WALL USE SIMPSON SP6 or USP SPT6) FLOOR LINE XTERIOR BEARING STUDS PRIE-EWGINEERED TRUSSES w/ TRUSS PRE-ENGINEERED ROOF TRUSS [ SIZE AND SPACING PER NOTE +211CONNECTOR (VERIFY w/ TRUSS PLAN) UNDER CATEGORY TIMBER ON e A i - GENERAL NOTES SHEET GNTJ OUBLE TOP PLATE CONTINUOUS 2x4 w/ (4) Ibd NAILS 0 TOP IPPLE STUDS g 16' O.C. MAX OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF Znd FLOOR WALL) ING STUDS (SEE 'MINIMUM WALL AND HEADER STUD 2x DOUBLE TOP PLA SIMPSON MTSIZ or USP MTWIZ REQUIRd'1ENTS" CHART ON FRAMING PLAN TE TO LEDGER 24' OC. PRE-ENGINEERED ROOF TRUSSES DEADER FOR DETAILS AND SPECIFICATIONS) RE -ENGINEERED .FLOOR TRUSS or (SIZE PER PLAN) CURE JACK STUDS TO HEADER CONVENTIONALLY -FRAMED DOUBLE Zx6 LEDGER w/ SIMPSON or USP LSTA12 RAFTE SECURED TO TRUSS W/ ye' x 5' ; , LAG SCREWS 24' O.C. MAX (EACH SIDE OF OPENING) CONTINUOUS 2x6 w/ (b) ibd NAILS DED STRAP JACK STUDS , (PER PLAN) (SEE 'MINIMUM WALL AND HEADER STUD BOTTOM 01= FLOOR TRUSS (BOTTOM Zxb a IS A NAILER FOR WALL SHEATHING CAST LINTEL REQUIREMENTS' CHART ON FRAMING PLAN (SIZE AND REINFORCEMENT D00 / WINDOW FOR DETAILS AND SPECIFICATIONS) PER PLAN) R IND OPENING EXTERIOR BEARING STUDS [ SIZE AND SPACING PER NOTE 121, &F1 EDGER CONNECTION AT FLOOR TRUSS UNDER CATEGORY TIMBER ON NDIOA-AR SCAM 3/4'=r-0' GENERAL NOTES SHEET GN)] O 1?7 /V, CURE EACH JACK t KING STUD ROOF SHEATHING (TYPE AND TO BOTTOM PLATE w/ SIMPSON SP4 ATTACHMENT METHOD PER NOTE: Q or USP SPT4 'NAILING SCHEDULE' STRUCTURAL SHEATHING MUST NOT Zx BLOCKING UNDER WALL BREAK WITHIN 1'-4' MIN. FROM 2nd STUDS, SECURED BETWEEN FLOOR LINE ECURE BOTTOM PLATE TO SLAB w/ EXTERIOR BEARING STUDS TRUSS BAYS w/ (3)12d NAILS a PRE-ENGINEERED ROOF TRUSSSIZE AND SPACING PER NOTE 021, Q x 9' ANCHOR BOLT w/ Z' WASHER EACH EN C SET IN SIMPSON H1G44 STRENGTH 2x STUDS SPACING PER PL UNDER CATEGORY TIMBER ON EPDXY (OR EQUIVALENT) 6 MTS12 EVERY STU GENERAL NOTES SHEET GN)] EMBEDMENT MIN. 0 32' O.C. MAX 2x BOTTOM PLAT EXTERIOR WINDOW DOOR OPENING IN FRAME WALL DORMER ATTACHMENT SIZE AND SPACING OF STUDS PER PLAN SIMPSON MT512 or USP MTW12 4 s TO LEDGER * Z4' OC. i:At.�: 3/4'=r-0'6 1WStoRt' sCai�: 3/4'=r -m' ENGINEERED FLOOR TRUSS DOUBLE 2x6 LEDGER CURE EAC14 KING STUD TO TOP PLATE w/ IMPSON SPS or USP SPT8 SECURED TO TRUSS w/ %' x 5' LAG SCREWS 3Z' O.C. MAX SIMPSON SP4 or USP SPT4 a TOP 4 BOTTOM a BEDDED STRAP (FOR 2x6 WALL USE SIMPSON SP6 or USP SPTb) (PER PLAN) -ENGINEERED TRUSSES w/ TRUSS -ENGINEERED TRUSSES w/ TRUSS CAST LINTEL CONNECTOR (VERIFY w/ TRUSS PLANT CONNECTOR (VERIFY w/ TRUSS PLAN) (SIZE AND REINFORCEMENTDOUBLE TOP PLATE HEADER OUBLE TOP PLATE PER PLAN) ' (SIZE PER FLAN) ----CRIPPLE STUDS s 16' OjC. MAX LEDGER CONNECTION AT FLOOR TRUSS KING STUDS SIMPSON or USP MSTA24 2 PARAlI�L SCALE: 3i4'•i'-m' HEADER (SEE 'MINIMUM WALL AND HEADER STUD EACH JACK STUD ' ' REQUIREMENTS' CHART ON FRAMING PLAN (SIZE PER PLAN) 2x8 SYP 02 WOOD STUDS a 12' O.C. MAX FOR DETAILS AND SPECIFICATIONS) WALL SHEATHING TO BE WITHIN �' OF CU1�E JACK STUDS TO HEADER WINDOW/DOOR OPENING. WALL SHEATHING 1/16' OS.B. SHEATHING OR I/2' COX w/ SIMPSON or USP LSTA12 MAX. (TYPE AND ATTACHMENT METHOD PER NOTE: (EACH SIDE OF OPENING) OPENING 48' 'NAILING SCHEDULE') SHEATHING MUST NOT BREAK AT PLYWOOD CONTINUOUS TO BLOCK ACK STUDS - JOINT OF WALL AND INTERSECTING T. 2x4 W/ (4)16D NAILS s TOP OF C (SEE 'MINIMUM WALL AND HEADER STUD Z) JACK STUDS 4 (2) KING STUDS a EACH ROOF DECKING. FLOOR TRUSS DOOR / WINDOW f TOP 2x4 SUPPORTS BOTTOM PLATE OPENING REQUIREMENTS' CHART ON FRAMING PLAN SIDE OF OPENING FOR DETAILS AND SPECIFICATIONS) JACK STUD ASSEMBLY TO BE SECURED OF 2ND FLOOR) XTERIDR BEARING STUDS ONE PLY AT A TIME. USE 12d NAILS, (Z) 1/16' O.S.B. SHEATHING OR 1/2' CDX SIZE AND SPACING PER NOTE "21, WITHIN 6' FROM EACH END t NO MORE 2X EXTERIOR STUDS PLYWOOD OVER PRE-ENGINEERED G [ THAN 12' O.C. STAGGERED UNDER CATEGORY TIMBER ON ROOF TRUSSES GENERAL NOTES SHEET GN)] NOTE: ROOF JACK STUD ASSEMBLY TO BE Q CONDITIONS MAY G SECURED ONE PLY AT A TIME. USE 12d VARY" NAILS, (2) WITHIN b FROM EACH END t NO MORE THAN 12' O.C. STAGGERED SECOND FIN. FLR INDOW SILL w/ CRIPPLE STUDS a 16' O.C. CURE EACH JACK 4 KING STUD 7j TO BOTTOM PLATE w/ SIMPSON SP4 DIAMETER ANCHOR BOLT 11 12' O.C. or USP SPT4 MAX w/ 1' EMBEDMENT w/ 2'. DIAMETER Q�wr""op I,0- 1 o WASHER TOP OP WALL SHEATHING TO LAP TO TOP OF IM PSON or USP MSTAM24 0 EACH JACK ' MASONRY WALL. .. SECURED w/ (3) Y4' x 1 %4 TAPCONS TO - - SHEATHING MUST NOT BREAK I'-4' MIN. CMU w/ MIN. Z` COVER 4 Z' APART PRE-ENGINEERE CONT 2x6 w/ (6)16d NAILS a FROM 2ND FLOOR LINE FLOOR TRUSSES BOTTOM OF FLOOR TRUSS 00 2x8 BOTTOM PLATE (BOTTOM 2n 16 FOR WALL. BEARING CONDITION (PER PLAN) SHEATHING NAILER) - TYPICAL PRECAST L INTEL ROOF TO SECOND FLOOR WALL EXTERIOR WINDOW DOOR OPENING IN - FRAME WALL WINDOW OPENING IN 2—STORY WALL `3 PARAL M SMEs 3/4'=1'-0' Tw StoRY SCALE: 3/4'-I'-0' r Tw 6TMY SG41.1- 3/4'=1'-0' A R C H IT EC TS DesirnGrow . 1441 N. RONALD REAGAN BLVD.- LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 Jtmniv. & LO; KENSIGNTON RESERVE (LOT 133) MODEL.: SUMMERLAND (VERSION#01) PROJECT#: 2997.000 133R1 PAGE: SECTIONS/ DETAILS AR01rrEC: r: STATE Or= R-ORIDA 01 2p1� D E: 5/23/18 19 ,A'=: 1/4"=1'— 0" 81 -MET D6- �000000000� Jtmniv. & LO; KENSIGNTON RESERVE (LOT 133) MODEL.: SUMMERLAND (VERSION#01) PROJECT#: 2997.000 133R1 PAGE: SECTIONS/ DETAILS AR01rrEC: r: STATE Or= R-ORIDA 01 2p1� D E: 5/23/18 19 ,A'=: 1/4"=1'— 0" 81 -MET D6- Ryer Homes - Opening; Vendor: 84 Lumber Vendor Number: 06 619 Windows - Sliding- Glass Doors - DOUSLE PANE LOW ,ening Frame Opgning FLS Part # Unit Size MasonVLOp FL# Part Un t Size De t�lon Mas -only Opening Frame Opening Sliding lass Doors Vinyl FL# Windows i - - - 146 34 , n4 �7 �1 3*L t 4 X -A -- p 0 -- � X SF V - DOOR SGD POCKET" ALUM. WHITE W SCRN 143112" X X51/2'" -TO 1 fl 1 __--_--_ _ _- - �'z -------------_-----_--__------_--___--_'-_ 161. L0369270 fit 26 � 1/2 EYEBROW V�'t�W VINYL SH WHT Vi/GR & SCRN � 7.4_ 1_/_2_" X35" -. -. 16103 L0367192 EA 26 TW W/ARCH -- 1r D VINYL SH IGR °& SCRN --741/2"X76" 145.4 EA - ajFo X iia oxxo .__---------------------__-- ---- ----_--- ---- ----� _---- ___..._..._.......---------- DOOR SGD ALUM (WHITE) WISCRN _-__-------------------- __ 147" K 361/2'1 L0434206 14634 . L63429616� EA 16 0 X 8 # % / DOOR SGD ALUM (WHITE) W/SCRN ___«___»______»_.__________ ____191" X 961./2"' - TO 286"" 16100 16104 L0297193 __.__.___ (63426486 £A __«__ EA 26 TWIN _««_«-«_»»___________ 26261 FX. WDW VINYL SI_ CLEAR NO 6�R /SCRN -- ---- WDW VINYL W1GR 741/2" X 72' ------- __--- ------- ._»_«»_. 30' X 30 14634 L03541,36 EA 5162 X 6/8 DOOR SGD ALUM!! W/SCRN 621%4" X 811/2" 1414 (63298912 EA 5 0 X 8 0 / 1 DOOR SGD ALUM (WHITE) WISCRN 6.21/4{' X 961/2" --- ------------__---_---------- ----_ -------------------- 26`103 L0367491. EA 2640 WOW VINYL SH CLEAR NO GR W/SCRN --- - - - ---------------------------------------------- 30" X 48" ----_ _--------- _---_-_-- -- --- 16104 --------------------- L0366994 -- -_ I A « -- « - -------------_---_.«<_--------- 26.50 FX ---- -----__----------- «------------ --- --- WDW VINYL SH CLEAR NO GR NO SCRN 30" X 14+634 L0295466 EA 6/0 X 6/8 -------- ----------------- _---------- --------- DOOR SGD ALUM (WHITE) WISCRINI ------ 741/6"r X 811/20' 11634 - (62295467 EA 8 0 610 X / DOOR SGD ALUM (WHITE) W/SCRN 741/41' X 961/2" 15317 L0354138 EA 2850 WOW VINYL C:SMT'W/GR & SCRN _ _ _-------__ -_-_ _ --- - - --__.-------- -- ----- 3'2" X "----__.»--- 98 7./4 X 811/2' 16103 L1040440 EA 2860 WDW VINYL SH WHT W/GR & SCRN - 32" X 72" 14634 L0303298 _ EA _ _«__ _ - - _ _ 8/0 X 6/8 ---______«_ __.� __----___________-_____«----___- ---« DOOR 5GD ALi M (WHITE) W/SCRN 14134 (031(16611 EA 81-- 3t 8/0 DOOR SSD ALUM WHITE ) W / SCRN 98114' X 961,/2' 15104 L0296557 EA 3/0X3/0 FX TMP` WOW VINYL SH CLEAR NO GR -_ - - 36�"' X 36" - 161174 L042952.0 EA 3 324 FX TEMP 1r'i,##3W VINYL FX CLEAR NO SCRN 36" X 28 1.4634 L0329528 EA 9/0 X 6/8 DOOR SGD ALUM (WHITE) W/SCRN 1081/2" X 811/2." 24634 L0298914 EA 9/13 X8/62 DOOR SGD ALUM WISCRN 1081./2" X 961/2" 16103 L1040450 EA 3030 WDW VINYL SH WHT 1/GR & SCRN 36" X 36" 16104 16103 #031.7308 L0298924 EA EA 3030 FX 3030 FX ARCD TOP WDW VINYL SH WHT W/GR & SCRIM WDW VINYL FX CLEAR NO GR 36' 3136" 36" X 40" Vinyl FLS Windows 26104 L0460340 EA 1/4X1/4 FX TMP WOW VINYL SH CLEAR NO GR 16103 L0365362 FFA► - 30.30 Vit'/1/2RD tr'V'DW VINYL SH WHTW/GR & SCRN 36" X 59" 36.103 L0432421. EA 13 WDW VINYL SH CLEAN NO GR %V/SCRN 201/8" X 38 3/9" 16104 L0352195 1:� _ 3040 WDW VINYL OVAL WHTW/GR 38" X 52" 1610'•3 L0439893 EA 14 WDW VINYL SH W/GR & SCRN 2+0118" X 50 5/8' 16'103 L036949-4 EA 3040 Qui VINYL 5H CLEAR NO GR W/SCRN 35" X 4S" 16104 1.0432.424 EA 1433 FX NO FLANGE: WDW VINYL Fat WHT W/GR & SCRN 16" X 39'" 16104 L0354140 EA 3040 FX WDW VINYL W/GR 36" X 48"" 16104 L0432423 EA 1433 FX W/FLANGE WOW VINYL FX WHT W/GR & SCRN 17" X 39" 16100 10434443 EA 3040 TRIP WOW VINYL SH CLEAR NO GR W SCRN 109"X 48" 161133 L0369271 FA 151/2 ARCH TOP WOW VINYL SH WHT WIGR & SCRIM 201./8' X 67"16100 104231..33 EA 3040 nV 1/2 EYEBROW WOW VINYL SH W/GR& SCRN 72112 X 52" 16103 L0369273 EA 161/2 ARCH TOP WDW VINYL SH WHT WIGR & SCRN 201./8" X 766" 15100 L0434428 EA 3040 TWIN WDW VINYL SH CLEAR NO GR kkr/SCRN 7'21/2 X 48" 16103 L0429521 EA 1620 FX WOW VINYL SH W/GR NO SCRN 18" X 24" 16103 L0423134 EA 3040 WI1/2 RND WDW VINYL $H W/GR & SCRN 36"_X 70 _ .16103 (0430156 EA 1624 ��rDW VINYL SH W/GR NO SCRN 18" X 28" 16103 L0299921 EA 30'50 WDW VINYL SH CLEAR NO GR W/SCRN 3611 X W" 14104 LG434427 EA 163'4 FX WDW VINYL FX WHT W/,QR ----___--_--_.-__-_-- _-____--__-______-_-«--_-----__,--«- --» 18" X 40" _----_______ _____ __ _____«______ 161'03 1.0317307' _«_--- --____---_�___-«-__._-_--__________» EA 3050 ARCH TOP WDW VINYL SH W/CSR & CRN _______ «___ _______________-________� __ 36" X 64"r ___«____ _______ �__________ ___ - 16104 _____. L0439004 __________ EA _____---_-:.-__-__----_-__-__-____-__«--_. x836 FX ARCH TOP -____-.--_-_-_--___ ___-�_______«__ ____>____«_____-_ 1r DW VINYL FX W/GR & `SCRN 20" X 46"' 16'104 60367489 £A .3050 FX V�L2W VINYL X10 GR 36"X60"" 161473 163330 300 .(3 EA 1H2 FX TP WOW VINYL SH W/GR 271./2." X 26" 16.100 16100 L0366 04 EA 3050 TPL 3050 TWIN WDW VINYL SH CLEAR NO GR W/SCRIM 1.119" X 11 721./2'" x 60" 16,10.3 L0412312 EA IH3 WOW VINYL SH NO GR W/SCRN 271,/2" X 38 3/8" L029S922 EA WOW VINYL SH CLEAR NO GR W/SCRN 161 (633273634 EA 1114 WOW VINYL SH CLEAR NO GR. W/SCRN 271,/2" X 50 5/$;" 16100 L0354148 EA 30550-4050FX-3050 _ 'L��'�1111IN'YL W/GR & SCRN 121" X 60" 16103 L0419869 EA 1H4 W/1/2RD WDW VINYL SH W/GR & SCRN 271/2"" X 68 5/8" 1610.3 10419409 EA 3055 ARCH TOP WDW VINYL SH WIGR & SCRN 36" X 713" -16103 L0319054 EA IHS WDW VINYL SH W/GR & SCRN 271,/2" X 63" ___________________»-_______..__,__�._.__- 16167'•,3 L0477376 EA 34 WDW VINYL 5H CLAR NO GR W/SCRN -- 541/8"' X 50 5181+ ______»-________«________..________«___- -- 1510:3 __«_.««�_..___.______ L0367188 .______« EA ____---»___._.-__«_._-.__..._.____ _ -_ _ _ 35 _ 1:4r`DW VINYL SIS NO GR /SCRN 54118x' X 63" 16103 L0419870 EA - _______--- _.- --------------- --»-_..._...____ IHS W/1/2RD _____...«____________...___W_-__-»-«_____»---------- - --- -___--_-------._-_---__ WOW VINYL SH W/GR & SCRIM __-____--_-----_-_______«_..,-_____________»»___. 271%2" X 81" 16103 L0432413 EA 1H6 WDW VINYL SH CLEAR NO GR.1°1W/SCRN 271/2" X 72" -_________--___..«__«._.___«_____«--____ 16103 - L0329525 ------ - EA ___»____ 35 ARCH TOP' _.__..._»__»_,-___________»__________________-«___... WOW VINYL SH VV/GR & SCRN «-_«..�____________«_«_�.««_-_.._______..___ _ »_-______-«___ 54118"`-X 67" «____.._____«___ _ _ _-.-T _+.__..___-_«_-._-.___» »___»»_._____«__»».««««__..._«_____«___-- 161.03 »__„__.__ 1.03173136 _�.«-..__-. EA __-._-_«____«______�__«..___«_.__-------_-�.....-_ 1H6 ARCH TOP WOW VINYL 5H W/GR & SCRN 271/2" X. 76x" 16103 L0364384 EA 36 _ WDW VINYL SH W/GR & SCRN 54 1/8" 26 72 16.103 L0298946 EA 1116 TMP W/1/2.RD WOW VINYL SH W/GR & SCRN 27112'" X 962"' 1610'.3 L0327816 EA 36 ARCH TOP WDW VINYL SEI W/GR &. SCRN ------ ----- --«__ 54118" X 76"- --- 16104 (6}4.34441 EA 2020 Flt WDW VINYL FX CLEAR NO SCRN24" X 24" 16104 L0367490 EA 4020 FIE. TMP WDW VINYL FX CLEAR NO GR 48" X 24' 16.104 L0298926 EA ARC 202.0 FX ARCH TOP Wt30r'Vi VINYL FX WHT W/GR --------------------------------------------------------- -- » _----------------------------------------_ 24" X 28" -------------`- « ---k«_ ,16103 L0430347 -_- ------- «� EA _ -_ - 4030 FX TI P - --_ _ ----_ ---- « ,«- - « WOW VINYL SH CLEAR NO GR -- �»»_«_ « - -- - - ---- ------- _ « ,-`-------_ - --- - _ 48 7136`[ - _--8" ------ -- --------- -- ISID4 -------- ----------------- L0369491 - _» EA ------------ - --- ------------�--- 202.6 FX WDW VINYL Fat WHT W/GR 24`" X 30" 3586.5 L0434426 EA 4036 WOW VINYL SLIDER WHT W/GR & SCRIM 48" X 42'" 16103 L0327819 EA 2030 WDW VINYL SH CLEAR NO GR W/SCRN --_______------- ..---«---------------__..____«__.._..___�__«.__ 24"' X 36" _..__._-_.___...________..---------------«--... 15865 L€I354129 _�_________..._____-.__.__ EA __..._____ 4044 ---.-_-_------ _-__-:._--------- -____»_�___«____ WOW VINYL SLIDER NO GR W/SCi11�t_-___ ____«_�_-____________.�____..____»______«.______..._«.___-..___ »-___---«.._------««»«--_ ----__+---_____««.._»_ 48" X 4�8'" _.».___________�.___..._y`__---- __---- ---«-««-_._.___ - 16104 . L0352196 -- --- EA ------.._-__-_------------------__------_----» 2030 FX WDW VINYL FX WHT W/GR 24" X 36" 16104 1,61354141 EA 40412 FX WOW VINYL NO GR 48" X 48" 1610:3 L0298928 EA 2030 W/1/2 RD WOW VINYL SH WHT W/GR & SCRN 24" X 52" 16'103 L0368324 EA 4050 WDW VINYL SH WHT W/GR & SCRN 48"' X rr 15104 L0434444 - EA 2036 TMP FX WDW VINYL FX WHT W/GR 24" X 42" 161€ 0 L04278Si6 EA 4050 TWIN WDW VINYL SH W/GR & SCREE 961/2[1 X 60" 16103 L0317309 EA 2040 WOW VINYL SH CLEAR NO GR W/SCRN 24" X 48" 15103 L046 0341 EA 5,/0X510 FX TMIP WOW VINYL SH CLEAR NO GR 60" X 604" 16 103 10366113 FA 2040 ARCH TOP WOW VINYL SH WIGR & SCRN 24" X 52" 1586.5 L0298925 EA 5044 WOW VINYL SLIDER WHT NO GR W/SC 604'X 52" 16104 L0362731 EA 2040 FX TEMP WDW VINYL FX CLEAR NO SCRN 24" X 48" 16104 L0435847 EA 5052 FXTMP WDW VINYL FX CLEAR. NO GR 60" X 62 16103 (0363422 EA 2040 WI1/2.RD WOW VINYL SH WHT NrV/GR & SCRN 24" X 6'4" 16104 L0295462 EA 54X123124 ARCH WOWVINYL W/GR 54" X 28" 161€13 L0417692 EA 2050 WOWVINYL Ski CLEAR NO GR W/SCRN 24" X 60" 36.104 L0295461 EA 5431.27 WOW VINYL 1/2 RD W/GR S4" X 31" 36103 L0298929 EA 2060 TMP ARCH WOW VINYL SH WHT W/GR & SCRN 24" X 76" 16204 L0298910 EA 58X28X561/.2 RD WDW VINYLW/GR 58" X 651" 1610:3 (0298930 EA 2060 TIMI( W/I/2 RNO WOW VINYL SH W141 WIGR & SCRN 24" X 98" 16104 L0298911 Eft 58X40X30 ARCH WDW VINYL: W/GR S8" X 44" 16 103 L0351034 EA 23 WOW VINYL 5H CLEAR NO GR W/SCRN 38" X 38 3/8" 16103 1.0314657 1 A IH3 WDW VINYL SH NO GR WISCRN 271/2" X 38 314(4 16103 T0319052 EA 24 WOW VINYL SH CLEAR NO GR W/SCRN 381" X 50 5/8" 16103 L0369187 EA 24 W/1/2111) WDW VINYL SH W/GR & SCRN 38" X 74" Transoms 16103 L0432425 EA 24-5 W/FLANGE ------- WI2V� VINYL SH W/GR & SCRN 38" X 56114" 26104 L0429519 FA 2014 TRANSOM VINYL WHT NO GR 25" X 27"" 24" X 16" 16103 ------------- L0298907 - - EA --__--------- - - --«------------ 2430 ------------- ------ - - «---------------------------__------- WOW VINYL SH WIGR &. SCRN ----- _----------------------- - - - ---------------------------- 28" X 36" 16104 16204 1.63354132 L03541.33 EA EA 301.4 3044 TRANSOM VINYL VV/GR TRANSOM# VINYL W/GR 37"X 17" -------37"X 53" ------- 36" 3616" __ --36" X 52'6 16103 10367488 EA 2436 FX VINYL SH WHT W/GR & SCRN 28" 3(4.2" 15200 L0430846 EA 2450 TWIN __WDW WOW VINYL 5H CLEAR NO GR W/SCRN 28" X 60" 16104E, 16.104 L0328436 A EA 321.4 TMP 361.6 ARCH TRANSOM VINYL WHT NO Gil TRANSOM VINYL WHT i�'+//GR 391" X 17" 43" X 2311 381" x 1.6" 42" X 23"" .16103 L0298908 EA 2460 TMP' WDW VINYL 5H W/GR & SCRN - -- -------------_-------------------------- 28" X 72"" ------------------------- _ 16103 -------- ---- ------------- L0295456 ----- - ------ EA ------------------------------------------- 25 - «----- ------------------------------------------------------ WDW VINYL SH CLEAR NO GR W/SCRN 38" X 63" __»_ 15104 L0354134 EA 3624 ARCH. TRANSOM VINYL W/GR 43" It 3.3" 42" X 3310 15103 L0300838 EA 2 s ARCH TOP WOW VINYL SH W/GR & SCRN 38" X 67" 16104 1-0329526 EA 401.3 TRANSOM VINYL WHT NO GIS _ _ 49" X 1-6'! _- --__« 48" X 15"x 16103 L0295460 EA 25 TMP W/112 RD WOW VINYL SH W/GR & SCRN 38" X 86' 1.6104 L0300837 EA 461.3 TRANSOM VINYL 1 FIT W/GR 55" X 26"' S4" X 15"x 16100 L0310640 EA 25 TW 1/2 EYEBROW WDW VINYL SH WHT W/GR & SCRIM 741/2" X 75"' 16104 L0295463 EA 4620 TRANSOM VINYL WHT W/GR 55t1X 25" 54" X 24" 35100 L0300839 EA 25 TW W/ARCH VINYL 5H WIGR & SCRN 741./2" X 67" 16.1124 L0354135 EA 4626 ARCH TRANSOM VINYL W/GR 55"X 34" 54" X.34" 15100 L0295457 EA 2Sr TWIN _WOW WDW VINYL SH CLEAR NO GR WISCRN 741/2" X 63* 161.634 163354131 EA 501.6 TRANSOM VINYL W/GR 63" X 19" - 6Q" X 1.8`1 26103 L0317305 EA 25 W11/2 RD WDW VINYL SH W/GR & SCRN 38" X 86" 36103 L0369490 EA 26 WDW VINYL 5H CLEAR NO GR V'I/5CRN 38"" X 72" Doors 16103 L0295459 EA 26 ARCH TOP WOW VINYL SH W1/GR & SCRN _ -«« »--- - -- _----------------«------- _------- _ .38" X 76" ------------ _--------------- «- -- -- _- EA 2/86/8 Door 35 5,/8" X 831/16 --- _ ----- ------ _»_ ----- 341.18x" X 82 5/16.0 ------ -« - -- -«---------------------- 16103 -------------------_- L0361749 ----_-_- EA -------_---------------_------- -_-- 263 TMP W/112 RND - WDW VINYL Ski W/GR +BSc SCRN - 38" X 95" -----�--_---------- - - - EA ------------- ---------------------_�_ 3/06/8 --- _ - __----------------------------------------- Door 39 5/8" X 831/16" 381,/8" X 82 5116" 16100 LG434442. EA 26 TRIP WDW VINYL SH CLEAR NO GR W, CRN 1,11" X 72x' EA 2/88/0 Doer 35 5/9" X 991./16!' -«__----- 34. Ij8" X 98 5/16" --------------------------_---_ --------- --------__-------_ _-_»_____«_ _ __-_-------_-----__------------------------ ----_-__________________--_-----_---- _«___ ____-____----__------_------- ------ EA ------W_____ w - --_ __»_-_ _»_-___ 3/08/0 «___«__«_ ____-_-«_--_--_____.-_____-----__---.-__-.--__-- Door -----_----------------«___�_- 39 5/8x} X 991%16x' 38 1/8" X 98 5/16'" A R C HI T E C T S FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r � �"I"I'III �0v0v00v0or SUBDIV. & LOT: KENSIGNTON RESERVE (LOT 133) MODEL: SUMMERLAND (VERSION#01) PROJECT& 2997.000 133R1 PAGE: WINDOW SCHEDULE MC*irrr=c,r. STATE OF FLORIDA ZA JAMES AR NO 12079 DAT 5/23/18 SCALE: 1/4$$=1'-0" SHEET D7 ' THICK, 3 COAT CEMENT NOTE: PREFORMED PLASTER SIDE LAPS OF METAL PLASTER 5ASE5 CONTROL JOINTSHALL 5E SECURED TO FRAMING WR5 LAYER #2, FORTIP15ER 5UILDING MEM5ER5. THEY SHALL 5E TIED 5ETWEEN FLANGE OF CONTROL JOINTS TO 5E WIRE TIED PAPER (OR APPROVED EQUAL) SUPPORTS WITH 0.0415 -IN. (121 -MM) WIRE TO LATH a 9' O.C. MAX (VERT.). APPROVED METAL LATH FASTENED AT INTERVALS NOT MORE THAN 9" NOTE: DO NOT FASTEN CONTROL JOINT TO 61' (VERT.) O.C. MAX AT SUPPORTS (229 -MM). AS PER ASTM C10631.8.1. WALL EVEN IF STUD EXISTS 5EYOND EXCEPT NOTE: STAPLES W/ %8' LEG MAY 5E USED TO TEMP. WR5 LAYER 1, 5TUCCOWRAP FOR REPAIR OF TEARS IN WR5 LAYERS, SECURE CONTROL JOINT DURING INSTALLATION (08 APPROVED EQUAL) TEARS MAY 8E PATCHED PEEL 4 STICK TEMPORARY STAPLES TO 5E REMOVED AFTER NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' 's VERTICAL LAPS (ROLL ENDS) 4 6' tv HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 1' 1' MKLAP � METAL LATF4 x x X� .,' THICK, 3 COAT CEMENT +cr WOOD SHEATHING `�� METAL LATH P STER METAL LATH. - FASTENERS TO BE SPACED To I 6 To a,GAP 61 6• TO 8: PROTECTED FLASH TAPE MiN MM TAPE WR5 LAYER #I, WR5 LAYER #2, FORTIP15ER 1' O.C. MAX VERTICALLY BEHIND CONTROL JOINT STUCCOWRAP BUILDING PAPER (OR WR5 #1 TAPED TO b• MM,-A,� LAS. WL� «NLr (OR APPROVED LATH SHALL NOT 5E CONTINUOUS THROUGl-1EQUAL) PROVIDE 2X4 BLOCKING PLACED SHEATHING w/ WR5 DIRECTLY APPROVED EQUAL) CONTROL JOINTS BUT SHALL BE STOPPED AND FLAT MAX. 6" TO 8' FROM CONTROL * OVER TOP. WR5 To SHEATHING TAPE WR5 LAYER 1, TIED AT EACH BIDE. PER ASTM 010631.10.1.4 JOINT WHEN CONTROL JOINT FALLS #2 TO BE LAPPEDW88 LAYER #1 fi 3«F : h / ty nt 5TUCCOWRAP (OR ,a^S3oX• ».s ,% r. ^x.. .NOTE:. 1. FASTENERS FOR LATH TO 5E NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO 5E (NO. 18) 0.0415' WIRE 3.5LOCKING SHOWN MAY 5E IN ADDITION TO WALL STUDS REQUIRED PER PLAN UJOOD 5TUD5 VERTICALLY 6 MIN. �. .._ s.,. a _,�_ ..�...: O STRUCTURAL STUD � - :. _.. ., . ,4r .:.. .: - APPROVED EC�.1AL ) FORTIFf BER BUILD f NG �• MrK,LAT,� DIRECTLY TO SH STUCCO OVER PAPER lOR LAP 4PATI-ZINC ALL LAP a METAL LATH. METAL APPROVED EQUAL) SHEATHING LATH TO HAVE 1" VERTICAL LAP MIN. VERTICAL LATH , I; & PAPER DETAIL 1 TYPE M CONTROL JOINTg NOTE: APPLY SEALANT AT 'M' CONTROL HORIZONTAL LATH PAPER LAP JOINT END TO END CONDITIONS & PAPER DETAIL 2 SCAMsKT CUT TWO PIECES OF FORM FLASH I USE FINGERS TO MOLD THE REMAINING HALF OF THE APPROX. 6' LONGER THAN THE FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE WIDTH OF PIPE OPENING FORM FLASH 115 TIGHT To THE PIPE AND TO THE LOCTITE SPRAY ADHESIVE DIRECTLY SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. TO 055 AROUND PENETRATION 1' OR LE55 PIPE PENETRATION �± WOOD SHEATHING STARTING WITH THE BOTTOM N ,. WATER RESISTIVE 5ARRIER HALF OF THE PIPE, REMOVE .Y: THE RELEASE LINER AND FOLD LAP SIDING (PER BUILDER) THE FORM FLASH 1 IN HALF TAKE SECOND PIECE OF FORM (PER PER MANUR SPECS) LEGEND (LENGTH WISE WITH ADHESIVE FLASH AND APPLY IT TO THE MINIMUM L� � ;- O THE EXTERIOR) TOP HALF OF THE PIPE IN THE WEEP SCREED: ALIGN THE PROTECTO FORM FLASH 1 BAMS MANNER, MAKENG BURS DRAINAGE. PLANE WITH THE CENTER OF THE PIPE. ADHERE l STEP i STEP 2 THEo BTA S �:: � (WR5 LAYER .#1, OVERLAP AREAS ARE STARTER TRIP (PER MANUR SPECS) 5TUCCOWRAP OR FORM FLASH I TO THE BOTTOM HALF OF PRESSED DOWN TIGHT TO THE , THE PIPE AND WRAP AROUND THE PIPE. MINIMUM CLEARANCE APPROVED EQUAL) PIPE AND SHEATHING. (PER MANUR SPECS) rLRCHITECTSI Design Group ���. FAX407-774-4078 www.abdesigngroup.com AA #- 0003325 qb \DOOOOOOOOJ PER FBG 8103.1.1 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 A5TM C 1063-12A WR5 LAYER *1 TAPE WR5 LAYER M, 5'X1' CONTINUOUS ��-V. METAL z (FORTIFIBERSTUCCOWRAP TOR APPROVED EQUAL) DIRECTLY TO SHEATHING � � STEP_ FLASHING (NAIL TO -ROOF BUILDING PAPER OR DECK, NOT WALL SHEATHING) APPROVED EQUAL) WR5 LAYER 02, FORTIP15ER (BUILDING PAPER (OR CAP SHINGLE - DO NOT NAIL a METAL LATH X X - X X .,� APPROVED EQUAL) a a x.. ADHERED SHINGLES TRIMMED STUCCO METAL LATH TO COVER FLASHING STRIP PROTECTO FORM FLASH 1 °X WOOD SHEATHING CONFORMABLE AIR/VAPOR `X A BRRIER TAPE DIRECTLY i. 5ELF-ADHESIVE TO SHEATHING FLASHING INSTALL 1=A5TENER5 .� LOOTITE SPRAY ADHESIVE (CLIPS, STRAPS, STAPLES) X. NOTE: AS REQUIRED TO SECURE DIRECTLY TO 055 AROUND PENETRATION METAL LATH: LATH TO 8E PER PIPE/ WIRE TO FRAMING :: SIDING STUCCO F5C 8103:1.1 / ASTM C-841-09, ELASTOMERIC COATING MIN. 2.5 L55. PER 5Q. YARD @AP�PINETRATIIN DETAIL .. (OR APPROVED EQUAL) (UTILITY OR NOMINAL LATINz OVER STUCCO/ C.V. FIN15HNOT MEET SPECIFICATIONS) (SEE TYP WALL SECTION) rA-"\"L" FLASHING 1JR5: WATER RESISTIVE BARRIER SuBnr . 8e LOT: KENSIGNTON RESERVE (LOT 133) MODEL: SUMMERLAND {VERSION#01} PROJECT: 2997.000 MR1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA JAM CANTWELL NO 12079 r_4�5-/2 3/18 SdALE: 1/4"=1'-0" SHEET WAI TEXTURED CEMENTITIOU5 WRB LAYER 1, STUCCOWRAP (OR APPROVED COATING x EQUAL) WRB LAYER 02, FORTIF15ER BUILDING :. � WooD SHEATHING PAPER (OR APPROVED EQUAL) $' THICK, 3 COAT VENT CAP IS TO BE SET IN CONTINUOUS BED OF WRB LAYER �1, 5TUCCOWRAP (OR APPROVED 4 SEALANT. CEMENT PLASTER PREMANUR DRYER VENT CAP EQUAL)TAPED DIRECTLY TO SHEATHING ONE-PEICE HOODED VENT ATTACHED PER MANUI=. (SET IN CONT. SEALANT) LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS STEP FLASHING NAILING FLANGE, STOP UJRB APPROX. X APPLY SEALANT AT PERIMETER OF OVERLAPS KICKOUT 1 Y' ABOVE SHINGLES NON-MOVABLE FRAME AND STUCCO ON ALL SEALANT v ALL 51DES DIYERTER i' MIN. SELF FLASI�INC� ::.:..:. SIDES, Y' SEALANT JOINTS ALL AROUND THICK, 3 COAT CEMENT PLASTER STEP FLASHING METAL LATHDRYER VENT(BLOCK) SB Kra. DRYFLEKT KICKOUT DIVERTER WRB LAYER *Z, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) ° BUILDING PAPER FELT UNDERLAYMENT &LR?��R VENT FRAME) OVER QUICK FLASH PIPE THROUGH WALL PER I=BC R103:1.1 SHINGLE ROOFING EXTE=RIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 3', FASCIA WRAP EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL EXTEND 1/2' BELOW BUILDING PAPER COMPLY WITH THE APPLICATION REQUf REMENTS O1= SHEATHING, MECHANICALLY UNDER 'QUICK FLASH ASTM C 926-12A. FASTEN 4' O.C. MAX. VENT -PENETRATION A Kra INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A WOOD SHEATHING uJ1 LAYER, FORTIFIBER LEGEND WOOD USB LAYER 1, a BUILDING PAPER (OR DRAINAGE PLAN CONSTRUCTION STUCCOWRAP (OR NOTE: r s APPROVED EQUAL) (WR8 LAYER 1, STUCCOWRAP INSTALL KICKOUT FLASHING KICKOUT DETAIL WOOD APPROVED EQUAL) METAL LATIN OR APPROVED EQUAL AT BOTTOM OF ROOF 4 WALL 5 , Kt& SHEATHING WR5 LAYER 02, WOOD �/8' TE)C'CURED FINISH � WOOD WRB LAYER *1 INTERSECTIONS FORTIF15ER CONSTRUCTION FA5TEN TO WOOD STRUCTURAi. (FORTIF15ER BUILDING PAPER BUILDING PAPER COR $, MEMBER a 71' O.C. MAX OR APPROVED EQUAL) AREA TO RECEIVE I COAT OF SHER-CRETE APPROVED EQUAL) -� rt/' TO Is' MID -WALL METAL ATH X X X $' THICK, 3 COAT CEMENT WEEP SCREED L X FLEXIBLE CONCRETE WATERPROOFER or 1 STUCCO WOOD FRAMED- PLASTER 6' WIDE STRIP SELF SCRATCH COAT PRIOR TO ELEC. METER _ WALL WOOD SHEATHING INSTALLATION )a TO 1/8 MID -WALL ADHERING FLASHING, CLEAN WEEP SCREED MASONRY BEFORE APPLYING SELF-ADHESIVE FLASHING 1 (PER 3/WA1) 6' SELF -ADHERING FLASHING TEXTURED FINISH a MASONRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE= ELEC. METER FIELD VERIFY(FRAME TO FRAME FRAME TO BLOCK METAL LATIN: LATH TO BE PER FSC R103.1.1 / A5TM 7A KTP 7B > = H.t.G. C-841-09, MIN. 2.S L55. PER SQ. YARD (UTILITY OR LOCATION NOTE: PROTECTED FLASH TAPE BEHIND WEEP 5C 4 APPLY SEALANT AT SC N TO JOINTS NOMINAL LATH DOES NOT MEET SPECIFICATIONS) -ELEC. METER FIELD VERIFY LOCATIONA= REED PPL EAL WEEP REED ENE) END CUT ENOUGH PROTECTO FORM SEALANT oN TD NOTE: ATTACH P 51DES ONLY FLASH 1 PIECES TO COVER BOX 4 TE PER s A PAST EACH SIDE. STARTING AT THE M NUF. SPECIFICATIONS OT O B T MOFT H BOX, MO E REMOVE RELEASE LINER AND APPLY PUSH THE PROTECTO FORM MAKE AN 'X' CUT THROUGH CAVITY To BE FILLS WITH RIGID D R D FLASH i INTO THE OPENING PROTECTO _FORM FLASH 1 IN A THE PROTECTO FOCI FLASH i O - P LYMERIC ISOCYANATE POLYBLEND AND TO TH SIN DERE E SINGLE FASHION TO COMPLETELY IN THE CENTER OF THE OX E E R B FOAM { AT STUFF 0 E E G SIMILAR) RE R INTERIOR IO OF THE X ER R O. CO TK X EB VER E BO . O DUT T O NIN R LE PE G EXTENDING TO NO CLOSER WOOD SHEATHING THAN I' TO CORNER STEP 1 STEP 2 STEP 3 WRB LAYER 01, 5TUCCOWRAP OR APPROVED EQUAL) APPLY SEALANT AT TOP 4 . F ELASTOMERIC COATING SIDES OF ELEC. METER BOX PROTECTOORM FLASH ( (OR APPROVED EQUAL) ASTER STUCCO INSTALLATION SELF ADHERING FLASKING APPLY E -Z BEAD ° :�° OYER STUCCO/ C.V. FIN15[-I FLASK OPENING WITH PROTECTO FORM FLASH I APPLY 60 MIN GRADE 'D' FELT (OR APPROVED EQUAL) e; (SEE TYPICAL WALL SELF ADHERING FLASHING FLASHING _ : e o . PER L OVER SELF ADHERING FLASHING OVER 60 MIN GRADE D °. . SECTION) ELECTRICAL CONDUIT METHOD AS DESCRIBED IN DETAIL 3 OF WAl OVER APROVED HOUSEWRAP FELT -PROVIDE SEALANT 0 o� METAL LATH PENETRATION 'PIPE PENETRATION DETAIL' AT ALL JOINTS AND INTERSECTIONS APPLY 1 COAT OF SHER-CRETE FLEXIBLE CONCRETE WRB LAYER *2, FORTIF15ER EXTERIOR RECEPTACLE UJATERPROOFER 2' LARGER tl-IAN THE ELEC. METER CAN BUILDING PAPER (OR OR METER CAN COMBO OR METER CAN AND DISCONNECT APPROVED EQUAL) STEP 4 STEP 5 DaTRICAL �t� STEP fi ARCHITECTS ' Dpgi 9n 1 FAX -407-774-4078 www.ab d es igngro up.co m AA #: 0003325 sv$Div. a LOT: KENSIGNTON RESERVE (LOT 133) MODEL*. SUMMERLAND (VERSION#01) PROJECT: 2997.000 133R1 PAGE: WALL ASSEMBLY DETAILS aft0irrEc: D STATE OF FLORIDA JAMS ANTWELL NO -12079 D 5/23/18 s : 1/4"=1.-O" SHEET ET �ODDOOOOOJ sv$Div. a LOT: KENSIGNTON RESERVE (LOT 133) MODEL*. SUMMERLAND (VERSION#01) PROJECT: 2997.000 133R1 PAGE: WALL ASSEMBLY DETAILS aft0irrEc: D STATE OF FLORIDA JAMS ANTWELL NO -12079 D 5/23/18 s : 1/4"=1.-O" SHEET ET G L G EQUAL) CASING BEAD UJEATHER RESISTIVE STUCCOUJRAP WRAPPED 6 COINER OF CANTILEVER (OR APPROVED EQUAL) � BARRIER *2 �� AMICO AM6 LLMC -I80 AMIGO AMULUP C-7180 CUSTOM $ THICK, 3 COAT CEMENT PLASTER CMU WOOD SHEATHING � I -A T r_» �,, 01 ULA UWK►r 2x FRAMING MEMBER (OR APPROVED EQUAL) (W/OPT. WEEPS) 5/8' TYPE "X' DRYWALL. APPLIED DIRECTLY t0 CONCRETE WOOD SHEATHING WOOD CONSTRUCTION OR APPROVED EQUAL THICK, 3 COAT CEMENT PLASTER SEAL CHAPTHICK, 3 COAT CEMENT HEADER/SEAM %' NAT CHANNEL W1 V WR5 LAYER 1, STUCCOIRAP WRB LAYER 02 (F=ORTY=15ER BUILDING PAPER NOTE: .3. CORNER BEAD F=ASTENED TO TYPE 'X' DRYWALL (OR APPROVED EQUAL) OR APPROVED EQUAL) METAL LATH: LATH TO BE :: K SHEATHING 6 rt' O.C. MAX. L�Al�G�BEA�DD�EIA�IL�19C�ANI�. NO 1 OA EQUAL) CORNER BEAD NO GAP IN MELD WR5 LAYER #2, FORTIF15ER BUILDING WOOD SHEATHING PAPER COR APPROVED EQUAL) PER FBC 8703 �.1 i ASTM METAL LATH X x X X C-841-09, MIN. 2.5 L55. PER - WRB LAYER M, STUGCOWRAP CASING BEAD SEPARATE ACCE55CRIES ONLY) ' THICK 3 COAT C EMENT STUCCO . a : a a, _ SQ. YARD (UTf LITY Oil (OR APPROVED EQUAL) IRB 11,LAYER �� PLASTER WOOD SHEATHING NOMINAL LATH DOES NOT WOOD SHEATHING WEATHER RES15TIVE BARRIER 5TUCCOWRAP (OR SELF-ADHI=STYE 1=LASHING MEET SPECIFICATIONS) METAL LATH FIN15H LAYER (2 LAYER (o' SELF ADHERING 4 FLASHING APPROVED EQUAL) AM66-IFJC-180 CUSTOM CASING WRB LAYER *2, FORTIP15ER BUILDING 6' PEEL 4 STICK 6 DRIP1 Vx3' 'L' FLASHING FULLY EDGE SET IN FULL BED OF SEALANT, Y' BEAD (OR APPROVED EQUAL) PAPER (OR APPROVED EQUAL) $' THICK 3 COAT x, CEMENT BLASTER&LORNER ARB LAYER *l, STUCCOUJRAP BEAD FRAME (OR APPROVED EQUAL) Kta WRB LAYER #2, FORTIP15ER BUILDING 1u00D CONSTRUCTION PAPER (OR APPROVED EQUAL) x ( I I WEATHER RESISTIVE 11-3 CORNER BEAD --- U)RS LAYER 1, _ . .. - := •. 1 5 F A H 1N F ASHfN VINYL (OR APPROVED BARRIER`1 (FASTENER SPACENG �► O.CJ G L G EQUAL) CASING BEAD UJEATHER RESISTIVE STUCCOUJRAP WRAPPED 6 COINER OF CANTILEVER (OR APPROVED EQUAL) � BARRIER *2 �� AMICO AM6 LLMC -I80 AMIGO AMULUP C-7180 CUSTOM $ THICK, 3 COAT CEMENT PLASTER CMU IN FULL BED OF SEALANT, V MIN. SPACE FROM Y' GAP FOR BACKE 1 FAC TO t X 1 Y"XI Y�' P.T. OR SIMULATED 1u00D (TREX)Y' GAP FOR BACKER ROD 4 SEALANT ROD 4 SEALANT DRP E RE WEATHER RESISTIVE BARRIER 01 FILLER COR APPROVED EQUAL), CONTINUOUS VINYL (OR APPROVED EQUAL) WATER PROOFING lot LAYER (2 LAYER VINYL (OR APPROVED EQUAL) CASING BEAD CASING BEAD X. WEATHER RESISTIVE 5ARBIER2 PEEL 4 STICK) WRAPPED FROM WEATHER RESISTIVE BARRIER 01 WATER PROOFING lot LAYER -�EXTERIOR COLUMN BALCONY DECK TO CANTILEVER WEATHER RESISTIVE BARRIER 02 (2 LAYER PEEL 4 STICK) « r5 PULLED COLUMN SHEATHING $**COMPONENTS PULLED APART FOR CLARITY 6' PEEL 4 STICK s DRIP EDGE TO DECK APART r-oR CLARITY PEEL 4 STICK 6N SELF ADHERING 4 FLASHING SUB 1=LOOK DECK MEMBRANE, EXTEND OVER DRIP EDGE SU8 FLOOR 1 Va 'L" FLASHING FULLY ® 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET ® EMBEDDED IN ROOF CEMENT IN FULL BED OF SEALANT, Y' MIN. SPACE FROM Y' X 3" 2b CSA. GALV. METAL DRIP EDGE FULL SHEETS OF PEEL 4 STICK DRIP FACE TO TREX MODIFIED 90SET IN FULL BED OF SEALANT, Y' MIN. 1 Y'Xi Y' P.T. OR SIMULATED WOOD (TREX) y SPACE FROM DRIP FACE TO TREX ON 1 Y'Xl Y4' P.T. OR SIMULATED WOOD (TREX) VINYL (OR APPROVED EQUAL) CASING BEAD 5 COLUMN FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING lot LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS ALL SIDES OF L Y¢' GAP FOR SEALANT VINYL (OR APPROVED EQUAL) CA51NG BEAD Y4' GAP FOR SACKER PEEL 4 STICK) WRAPPED FROM BALCONY OPT. BACKER ROD UlATER PROOFING 1st LAYER (2 ER STICK) L AY PEEL � TICK ROD SEALANT DECK TO CANTILEVER WRAPPED FROM BALCONY DECK TO CANTILEVER THICK, 3 COAT CEMENT PLASTER 8' THICK, 3 COAT CEMENT PLASTER METAL LATH .,_; •:.. r...__ ..... `..._...., _ .•:.- WOOD SHEATHING..,.. _ METAL LATH WEATHER RESP STIYE BARRIER I.WOOD SHEATHING WEATHER WEATHER RESISTIVE BARRIER #1 $' THICK, 3 COAT CEMENT WEATHER RE515fiIVE BARRIER2" THICK, 3 COAL CEMENT WEATHER RE515TIVE BARRIER 02 PLASTER 4' POSITIVE DRAIN WEEP SCREED PLASTER 4' POSITIVE_ DRAIN WEEP SCREED VINYL (OR APPROVED EQUAL) CASING BEAD NO GAP IN FIELD VINYL (OR APPROVED EQUAL) CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF VINYL (OR APPROVED EQUAL) BEAD (SHOWN FOR CLARIFICATION OF IN L l A SEPARATE ACCESSORIES ONLY) FAX -407-774-4078 www.abdesigngroup.com AA * 0003325 r qb CUSTOM CASING BEAD CASING BEAD (UK APPROVED EQUAL) METAL LATH 5 /8 THICK, 3 COAT CEMENT PLASTER (OR APPROVED EQUAL) (W/OPT. WEEPS) 5/8' TYPE "X' DRYWALL. APPLIED DIRECTLY t0 CONCRETE WOOD SHEATHING Do NOT CAULK OR UUTEXTURED 4 PAINTED FINISH MASONRY UNIT SEAL CHAPTHICK, 3 COAT CEMENT HEADER/SEAM PLASTERVINYL CORP. (OR APPROVED EQUAL) CORNER BEAD @ BLOCK "/4' DRAIN WEEP SCREED 12B W."K7a VINYL (OR APPROVED L�Al�G�BEA�DD�EIA�IL�19C�ANI�. NO 1 OA EQUAL) CORNER BEAD NO GAP IN MELD VINYL (OR APPROVED EQUAL) (SHOWN FOR CLARIFICATION 01= CASING BEAD SEPARATE ACCE55CRIES ONLY) DRIP EDGE INSTALLATION 11A _ sc�u.> Kra COLUMN SHEATHING WEATHER RES15TIVE BARRIER -N WEATHER RE515TIVE BARRIER 12 FIN15H LAYER (2 LAYER (o' SELF ADHERING 4 FLASHING PEEL 4 STICK) 3' X 3' 26 GA. GALV. METAL DRIP PEEL STICK 6' PEEL 4 STICK 6 DRIP1 Vx3' 'L' FLASHING FULLY EDGE SET IN FULL BED OF SEALANT, Y' D DE MIN. SPACE FROM DRIP FACE TO TREMBEDDED IN 8001= CEMENT E GE fi0 CK EX - 1;2' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, V MIN. SPACE FROM Y' GAP FOR BACKE 1 FAC TO t X 1 Y"XI Y�' P.T. OR SIMULATED 1u00D (TREX)Y' GAP FOR BACKER ROD 4 SEALANT ROD 4 SEALANT DRP E RE WEATHER RESISTIVE BARRIER 01 FILLER COR APPROVED EQUAL), CONTINUOUS VINYL (OR APPROVED EQUAL) WATER PROOFING lot LAYER (2 LAYER VINYL (OR APPROVED EQUAL) CASING BEAD CASING BEAD X. WEATHER RESISTIVE 5ARBIER2 PEEL 4 STICK) WRAPPED FROM WEATHER RESISTIVE BARRIER 01 WATER PROOFING lot LAYER -�EXTERIOR COLUMN BALCONY DECK TO CANTILEVER WEATHER RESISTIVE BARRIER 02 (2 LAYER PEEL 4 STICK) « r5 PULLED COLUMN SHEATHING $**COMPONENTS PULLED APART FOR CLARITY 6' PEEL 4 STICK s DRIP EDGE TO DECK APART r-oR CLARITY PEEL 4 STICK 6N SELF ADHERING 4 FLASHING SUB 1=LOOK DECK MEMBRANE, EXTEND OVER DRIP EDGE SU8 FLOOR 1 Va 'L" FLASHING FULLY ® 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET ® EMBEDDED IN ROOF CEMENT IN FULL BED OF SEALANT, Y' MIN. SPACE FROM Y' X 3" 2b CSA. GALV. METAL DRIP EDGE FULL SHEETS OF PEEL 4 STICK DRIP FACE TO TREX MODIFIED 90SET IN FULL BED OF SEALANT, Y' MIN. 1 Y'Xi Y' P.T. OR SIMULATED WOOD (TREX) y SPACE FROM DRIP FACE TO TREX ON 1 Y'Xl Y4' P.T. OR SIMULATED WOOD (TREX) VINYL (OR APPROVED EQUAL) CASING BEAD 5 COLUMN FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING lot LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS ALL SIDES OF L Y¢' GAP FOR SEALANT VINYL (OR APPROVED EQUAL) CA51NG BEAD Y4' GAP FOR SACKER PEEL 4 STICK) WRAPPED FROM BALCONY OPT. BACKER ROD UlATER PROOFING 1st LAYER (2 ER STICK) L AY PEEL � TICK ROD SEALANT DECK TO CANTILEVER WRAPPED FROM BALCONY DECK TO CANTILEVER THICK, 3 COAT CEMENT PLASTER 8' THICK, 3 COAT CEMENT PLASTER METAL LATH .,_; •:.. r...__ ..... `..._...., _ .•:.- WOOD SHEATHING..,.. _ METAL LATH WEATHER RESP STIYE BARRIER I.WOOD SHEATHING WEATHER WEATHER RESISTIVE BARRIER #1 $' THICK, 3 COAT CEMENT WEATHER RE515fiIVE BARRIER2" THICK, 3 COAL CEMENT WEATHER RE515TIVE BARRIER 02 PLASTER 4' POSITIVE DRAIN WEEP SCREED PLASTER 4' POSITIVE_ DRAIN WEEP SCREED VINYL (OR APPROVED EQUAL) CASING BEAD NO GAP IN FIELD VINYL (OR APPROVED EQUAL) CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF VINYL (OR APPROVED EQUAL) BEAD (SHOWN FOR CLARIFICATION OF IN L l A SEPARATE ACCESSORIES ONLY) FAX -407-774-4078 www.abdesigngroup.com AA * 0003325 r qb � �000000000� sysarv. & roT: KENSIGNTON RESERVE (LOT 133) nronEL: - SUMMERLAND (VERSION#01) PROJECT#: 2997.000 133R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT: srAT� of F I_01DA V Y OR PPROYED EQUAL) BEAD SEPARATE ACCSSOR(ES ONLY) VINYL (OR APPROVED EQUAL) CASING BEAD n 1L"i: 5/23/18 IN C BALCONY DRIP EDGE INSTALLATION =1 , M ALE. i/4 — 0 Y Y OR APPROVED 1=QUAL) CASING 51=AD BALCONY DRIP EDGE INSTALLATION_„ ,� NOTE: SET RAILING LAG BOLT AfifiACHNMEN S @0agN1OLUMN 11 L FLASHING SIMET 1 1 B K?a IN SEALANT, WHERE APPLICABLE �1W �1 A r:� WOOD SHEATHING WOOD SHEATHING WRB LAYER 1, STUCCOWRAP WRB LAYER 1, STUCCOWRAP COR APPROVED EQUAL) (OR APPROVED EQUAL) $' THICK, 3 COAT CEMENT WRB LAYER 02, FORTIF15ER �' WRB LAYER #I, STUCCOWRAP U1RB LAYER #2, FORTIFIBER WOOD SHEATHING �, �, � PLASTER BUILDING PAPER COR _ COR APPROVED EQUAL) BUILDING PAPER'"° METAL LATH APPROVED EQUAL) A COR APPROVED IX TRIM MEMBER g STUCCO T� WOOD SI-1E,4T�I(N WRB LAYER �1, STUCCOWRAP TO SIDING TRANSITION UJRB LAYER FORTIF15ER METAL LATH WRB LAYER X2,1=0RTI�IBER METAL L�4TI� COR APPROVED EQUAL) SIDING— BUILDING PAPER $' THICK, 3 COAT BUILDING PAPER COR 8' THICK, 3 COAT CEMENT iWR5 LAYER #2, FORTIFIBER ot, COR APPROVED EQUAL) CEMENT PLASTER APPROVED EQUAL) PLASTER BUILDING PAPER WOOD SHEATHING 6r SELF- ADHERING METAL LATH VINYL (OR APPROVED EQUCOR APPROVED EQUAL) - -: FLASKING ANGLED CASING BEAD 91METAL LATHTHICK, 3 COAT (expLopEp 8 DRIP CAP v��w CEMENT PLASTER +6'SELF-ADHERING FLASHING (ExPLOD�D $' THICK 3 COAT . -- CLARITY) v«w %)R CEMENT THICK, 4 \ DRIP CAP CLARITY) WINDOW FLANGE WINDOW FLANGE WRB LAYER 1, STUCCOWRAP WRB LAYER #1 STUCCOWRAP COR APPROVED EQUAL) `~ UJRB LAYER #1, STUCCOWRAP VINYL TOR APPROVED EQUAL) ANGLED CASING BEAD # (OR APPROVED EQUAL) COR APPROVED EQUAL) USB LAYER 1 STUCCOWRAP WRB LAYER 02, FORTIF15ER BUILDING :: COR APPROVED EQUAL) CASING BEAD PAPER (OR APPROVED EQUAL) WRB LAYER #2 FORTIF15ER BUILDING (o' SELF ADHERING METAL LATH PAPER COR APPROVED EQUAL) FLASHING OR PEEL 4 STICK $" THICK, 3 COAT METAL LATH SIDING TO STUCCO ow GEMENT PLASTER $' THICK, 3 COAT , `_ @,,,:,,_�ASING c doss-s�cBEAD(o' SELF -ADHERING CEMENT PLASTERrioru FLASHING WSELF-ADHERING DRIP CAP FLASHING WINDOW FLANGE DRIP CAP WOOD SHEATHING CASING BEAD 0 WINDOW CASING BEAD C WINDOW WINDOW FLANGE METAL LATH NO BAND(FRAME, BAND WRB LAYER #1, STUCCOWRAPFRAME, 13A scams Kra 13B sca.� Kra WOOD SHEATHING (OR APPROVED EQUAL) LEGEND WRB LAYER #2, FORTIFIBER BUILDING WRB LAYER I.. STUCCOWRAP WOOD CONSTRUCTION BEYOND PAPER (OR APPROVED EQUAL) COR APPROVED EQUAL) DRAINAGE PLANE WRB LAYER #2, FORTIF15ER WOOD SHEATHING (WRB LAYER ISTUCCOWRAP 'THICK 3 COAT BUILDING PAPER FATHER RESISTIVE BARRIER 1 6' SELF -ADHERING FLASHING OR APPROVED EQUAL) CEMENT PLASTER COR APPROVED EQUAL) WEATHER RESISTIVE BARRIER #2 X Y¢" LAP SIDING W/�" REVEAL WRB LAYER VINYL COR APPROVED EQUALS :. METAL LATH WEATHER RESISTIVE BARRIER #I CFORTIF(BER BUILDING PAPER ANGLED CASING BEAD r �' THICK, 3 COAT CEMENT (oSELF-ADHERING FLASHING � WEATHER RESISTIVE BARRIER #2 OR APPROVED EQUAL) (EXPLODED PLASTER A > STARTER STRIP PER STARTER STRIP PER METAL LATH X - X - - X x VINYL COR APPROVED EQUAL) i VIEW FOR MANUFACTURER'S INSTALLATION MANUFACTURER'S INSTALLATIONd CASING BEAD INSTRUCTIONS INSTRUCTIONS STUCCO , a DO NOT CAULK OR SEAL OPENING (o' SELF -ADHERING FLASHING WOOD SHEATHING SELF—ADHESIVE FLASHING CASING BEAD C RAISED GALV'D METAL 'Z'PLASHING C�ALV'D METAL 'Z' FLASNfNC� 15 s KT BAND FRAME)M DO NOT CAULK OR SEAL OPENING NOTE: STUCCO CASING BEAD METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR GALV'D METAL 'Z' FLASHING NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SIDING TO STUCCO @ BLOCK TO FRAME TRANSITION �� scAm RE& STUCCO CASING BEAD $ THICK, 3 COAT - CEMENT PLASTER $THICK, 3 COAT CEMENT PLASTER WOOD CONSTRUCTION BEYOND 6' SELF -ADHERING FLASHING SEALANT �� METAL LATH METAL LATH WOOD SHEATHING TO MOM SEALANT WEATHER RESISTIVE BARRIER WEATHER SIST( BARRIER TOLAPWRB LAYER *1, FORTIF15ER BUILDING ATH SIST1 BARRIER #2 RE VE B RR ER WINDOW FRAME PAPER COR APPROVED EQUAL) WEATHER RE VE R R 6' MIN. ABOVE TOP OF "Z' FLASKING i 5 , WOOD SHEATHING ` � ,, _.:..�AY �1 FORTIF15ER X 1 y LAP SIDING W/(o REVEAL WEATFIER RESISTIVE BARRIER WINDOW FRAME WRB LAYER , r WEATHER RESISTIVE BARRIER #2 BUILDING PAPER (oSELF-ADHERING FLASHING � � l (OR APPROVED EQUAL) GALV'D METAL 'Z' FLASHING /— STARTER STRIP PER MANUFACTURER'S UJRB LAYER #I, STUCCOWRAP E -Z BEAD VINYL COR INSTALLATION INSTRUCTIONS Do NOT CAULK OR SEAL OPENING (OR APPROVED EQUAL) APPROVED EQUAL) CASING WEATHER RESISTIVE BARRIER #1 TO LAP &' WIDE PEEL 4 STICK (W/3/' FLEXIBLE PVC BACKER DO NOT SEAL OPENING 6' MIN. ABOVE TOP OF 'Z" FLASKING WINDOW FLANGE OVER FLANGE 001, ROD INCLUDED) 2X FRAMING MEMBER E -Z BEAD VINYL WRB LAYER #1, STUCCOWRAP GALV'D METAL "Z' FLASKING (OR APPROVER EQUAL) CASING 2X FRAMING (OR APPROVED EQUAL), E -Z BEAD VINYL - b' SELF -ADHERING FLASKING BUILDING WRAP CW/3/' FLEXIBLE PVC BACKER ROD MEMBER WRAPPED AROUND FRAMING (OR APPROVED EQUAL) CASING INCLUDED) MEMBER / (Wl%8" FLEXIBLE PVC BACKER ROD) WEATHER RESISTIVE BARRIER M6' SELF ADHERING FLASHING E -Z DEAD VINYL COR APPROVED EQUAL) PPLY LL BED OFWOOD SHEATHING (o' SELL= -ADHERING FLASKING CASING (W/W FLEXIBLE PVC BACKER SEALANT BETWEEN YS" THICK, 3 COAT CEMENT PLASTER ROD) - FLANGE 4 BUILDING WRAP DETAIL EXPLODED FOR WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 CLARITY - WEATHER RESISTIVE BARRIER *2 SIDING TO STUCCO @ FRAME TO FRAME TRANSITION 17 L.BEAD WINDOW CASING 6 5c4LE= Krs. CARCHITECTS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FA?C:407-774-4078 www.abdesigngroup.com AA h- 0003325 SUBDiv. ac LOT: KE NS IG NTO N RESERVE (LOT 133) MODEL+ SUMMERLAND (VERSION#01) PROJECT#: 2997.000 133R1 PAGE: WALL ASSEMBLY DETAILS aFX>irrr=cr= 8TATE OF ROFtlDA DA 5/23/18 SCALE: 1/4"=1=-0" SHEET WA4 �II'I""II \000000000 SUBDiv. ac LOT: KE NS IG NTO N RESERVE (LOT 133) MODEL+ SUMMERLAND (VERSION#01) PROJECT#: 2997.000 133R1 PAGE: WALL ASSEMBLY DETAILS aFX>irrr=cr= 8TATE OF ROFtlDA DA 5/23/18 SCALE: 1/4"=1=-0" SHEET WA4 TEMPORARILY FOLD -UP 4 SECURE I-IOUSEWRAP (OR TUCK FLAP UNDER) at MEAD CUT I-IOU5EWRAP AT 45° ANGLE 135' MODIFIED 'I' CUT IN � HOUSEWRAP LINE OF WINDOW OPENING APPROVED I-IOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 ALIGN FLEXIBLE SELF -ADHERING FLASHING W/ INT. EDGE OF SILL R.O. i gra i APPLY 3f8' NOM. CONTINUOUS BEAD OF SEALANT AT JAM55 AND HEAD or APPLY TO SACK OF WINDOW NAILING FLANGE IN LINE W/ PRE - PUNCHED DOLES OR SLOTS. INSTALL A SILL DAM OVER THE BUILDING WRAP At THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING StRETCNASLE FLA5NIP1Cs t APPLY SEALANT A7 ANDS OF SILL DAM FLA5HINC INSTALL VINYL ARCHITECT S Desi n Grou ,no. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX -407-774-4078 www.abdesigngroup.com AA #: 0003325 DRIP CAP EXTEND FLASHING MIN I" 9v$aIv. ac LOT: WINDOW FLASHING IBELOW SILL FLEXIBLE INSTALLATION DETAILS FLASHING 14 KENSIGNTON FULL WRAP RESER 18 KTA DO NOT SEAL BOTTOM FIN VE LOT R (FRAME) ( ) M0 DEL: STEP 6 STEP 7 STEP 8 STEP - 9 SUMMERLAND (VERSION#Ol) \\000000000 DRIP CAP EXTEND FLASHING MIN I" 9v$aIv. ac LOT: WINDOW FLASHING IBELOW SILL FLEXIBLE INSTALLATION DETAILS FLASHING 14 KENSIGNTON FULL WRAP RESER 18 KTA DO NOT SEAL BOTTOM FIN VE LOT R (FRAME) ( ) M0 DEL: STEP 6 STEP 7 STEP 8 STEP - 9 SUMMERLAND (VERSION#Ol)