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Home My WebLink About3901 Crawley Down Lp 18-2796 Plans New construction SFHJLR G 0 VERSION O 1 FOR: 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 AN Y -C Tuc DROVISIONS OF THE TECHNICAL CODES, NOR bi . rANCE OFA PERMIT PREVENT THE „"' "N(� ; .. �FICIHL cROM THEREAFTER REQUIRING H CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COM" ^ CTION TEST I . "RED Results to be Verified at Stab Inspection ., ryanhomes.com SANFORD 2 7.9 V e • STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS _ INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: - ABV. ABOVE AV. LAVATORY DATE DESCRIPTION SHEET # DESCRIPTION • FLORIDA BUILDING CODE RESIDENTIAL A/C AIR CONDITIONING LUM. LUMINOUS _ RYAN HOMES — ORLANDO ADJ. ADJUSTABLE M.C. MEDICINE CABINET 4307 VINELAND ROAD, SUITE 102 (FBCR}, 6TH EDITION(2017) ALT. ALTERNATE MFR. MANUFACTURER CS COVER SHEET AMP. AMPERAGE MIN. MINIMUM ORLANDO, FL 32811 • ALL LOCAL AND STATE CODES BD. BOARD MTD. MOUNTED GN GENERALNOTES CL CENTER LINE MTL. METAL 1 FRONT & REAR ELEVATIONS RYAN HOMES — TAMPA CAB. CABINET N.T.S. NOT TO SCALE • OCCUPANCY — RESIDENTIAL, GROUP R3 CLG. CEILING O.C. ON CENTER 2 LEFT ; & RIGHT ELEVATIONS 1409 TECH BLVD., SUITE 202 • CONSTRUCTION TYPE' — VB CLR. CLEAR PL PROPERTY LINE TAMPA, FL 33619 •MIN. INTERIOR FINISH — CLASS C CONC. - CONCRETE P.B. PUSH BUTTON 3 FIRST FLOOR PLAN GOND. CONDENSER PH. PHONE • BASIC WIND SPEED VULT = 150 MPH CPT. CARPET PLT. PATE 4 SECOND FLOOR PLAN VASD = 11 F) MPH C.T. CERAMIC TILE PLYWD. PLYWOOD D. DRYER PR. PAIR 4.1 STAIR SECTION • STATE OF FLORIDA o RISK CATEGORY — II DBL. DOUBLE P.T. PRESSURE TREATED 5 FOUNDATION PLAN • EXPOSURE CATEGORY - EXPOSURE C D.G. DUAL GLAZED R. RISER 5A FOUNDATION DETAILS PROFESSIONAL ARCHITECT: DIA. DIAMETER RAD. RADIUS• 1—STORY RESIDENCE DIM. DIMENSION R.A.G. RETURN AIR GRILL JAMES CANTWELL • 2—STORY RESIDENCE — MAX. HEIGHT AS PER DISP- DISPOSAL 5B DOWEL PLAN LOCAL AND STATE CODES DP. DEEP REF. REFRIGERATOR 5C LINTEL PLAN (LOTT�S) AR NO. 12079 DR. DOOR RM. ROOM D DOWNSPOUT R.O. OETOL DLMKDETECR 5D LINTEL PLAN (CAST—CRETE A.B. DESIGN GROUP INC. WIND SPEED & EXPOSURE CATEGORY D.W. EACHDISHWASHER S.H. SINGLE HUNG 5E LINTEL PLAN (QUALITY PRECAST) 1441, NORTH RONALD REAGAN BLVD. EA. sHT. SHEET BY COMMUNITY ELEV. ELEVATION SHTHG. SHEATHING LONGWOOD, FLORIDA 32750 EQ. EQUAL SHWR. SHOWER 6 FIRST FLOOR FRAMING PLAN Fax: (407) 774-4078 Tel: (407) 774-6078 EXH. EXHAUST SIM. SIMILAR EXT. EXTERIOR SL. SLIDING 7 SECOND FLOOR ROOF FRAMING PLAN AYERSWORTH GLEN 150—B F.G./FX. _ FIXED GLASS SL. GL. SLIDING GLASS 8 ENTRY SECTION DETAIL F.G. FUEL GAS STD. STANDARD BAYBERRY WOODS 150—B FIN. FINISH TEMP. TEMPERED GLASS 9 FIRST FLOOR ELECTRICAL PLAN FLU. FLOOR TTHICK 9.1 SECOND FLOOR ELECTRICAL PLAN CARRIAGE POINT 150—B FLUOR. FLUORESCENT T.O.C.O.0-TOP OF CURB CHAMPION'S RESERVE 140-B FTG R FOOTING FRENCHooR T.O.S. TOP OFs ABE D1 1 STORY WALL SECTIONS & NOTES CREEK SIDE 140—B GA. GAUGE TYP. TYPICAL GAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED D2 SECTIONS/DETAILS DRAWING /CONTRACT DOCUMENT CYPRESS PRESERVE 139—C G.F.I. GROUND -FAULT CIRCUIT OTHERWISE INTERRUPTER V.P. VAPOR PROOF D3 SECTIONS/DETAILS REVIEW BY BUILDER HIGHLAND MEADOWS 140—B GL. GLASS W. WASHER GYP. BD. GYPSUM BOARD WI WITH D4 SECTIONS/DETAILS KENSINGTON RESERVE 140—B H.B. HOSE BIB WD. WOOD DETAILS LAKES AT LUCERNE 140-B H.C. HOLLOW CORE WDw. WINDOW D5 SECTIONS/DETAILS HDR. HEADER W/H WHEATER THE _BUILDER ASSUMES ALL LIABILITY FOR LUCAYA LAKE CLUB 150—C HGT.ORHT HEIGHT W.I. WROUGHT IRON DETAILS IRON D1 SECTIONS/DETAILS INTERPRETATION OF THE CONTRACT DOCUMENTS. INSUL. INSULATIOND2 SECTIONS/DETAILS McCORMICK RESERVE 140—B INT. INTERIOR IF ANY ASPECT OF THE CONSTRUCTION (AS OCOEE PINES 140—B D3 SECTIONS/DETAILS- D4 - DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR ORCHID ESTATES 140—B S Q . FT. CALC .' S SECTIONS /DETAILS AND IN NEED OF FURTHER DETAILING OR OSPREY LANDING 150—C D5 SECTIONS/DETAILS Df SECTIONS/ DETAILS EXPLANATION IN ORDER TO BUILD THIS PROJECT SERENOA 140—B IST t FLR LIVING 904 SCS. FT. D6 WINDOW SCHEDULE ND FLR. LIVING 1210 SQ. FT. LE BASED ON .THIS DRAWING SET, THE CORRECT SHADOW RIDGE 140-B WAi WALL ASSEMBLY DETAILS PROCEDURE IS FOR THE BUILDER TO SUBMIT A SOUTHFORK LAKES 150—B TOTAL LIVING 2,14 SQ. Ft. WAZ WALL ASSEMBLY DETAILS WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO VICTORIA TRAIL 140—B _ WA3 WALL ASSEMBLY DETAILS THE ARCHITECT OR ENGINEER FOR CLARIFICATION. ENTRY Ota 50, FT. WA4 WALL ASSEMBLY DETAILS CARACE 449 SQ. Fr. WA5 WALL ASSEMBLY DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN THESE PLANS ARE DESIGNED AND ENGINEERED LANAI 140 SQ. FT. RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY FOR A WIND SPEED AND EXPOSURE CATEGORY OF MANNER. AB DESIGN GROUP TAKES NO 150—C RESPECTIVELY. IN THE CONDITION THAT TOTAL 2003 SQ. Ft. RESPONSIBILITY FOR INTERPRETATIONS OF THIS HOME IS BUILT IN A WIND SPEED AND CONSTRUCTION BY THE BUILDER WHEN NO RFI's EXPOSURE CATEGORY LESS THAN 150—C, PLEASE HAVE BEEN GENERATED FOR UNCLEAR . ASPECTS OF REFER TO GENERAL NOTES SHEET (GN), SECTION THE CONSTRUCTION BASED ON THE DRAWING SET. TIMBER, NOTE 20 FOR EXTERIOR STUD SPACING. A R C H I T E C T S Design Group ��. FAX:407-774-4078 www. a b d esigngro u p. co m AA #: 0003325 r � \D00000000� sxmx) V. 8a LOT: KENSINGTON RESERVE (LOT 116) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000 116R1 PAGE: COVER SHEET ARCHITECT STATE OF RORIDA hyo A�AR//NO 12079 DA : 5/7/18 17Eg or 9.1 GENERAL NOTES ROOFLIVELOADS `* WINDSPEED/EXPOSURE 21. CA. ** MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). 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. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/; W. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING DA. FIBERGLASS SHINGLES 17 @ 12' O.C. N/A D.2. ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; 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 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE @ 16' O.C. THAN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. E. E 1 WIND LOAD CRITERIA BASIC WIRD SPE - - 6 INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINI MUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN A FLOOR LIVE LOADS /PSF1 REINFORCING STEEL 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 0360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED Al. SLEEPING ROOMS 30 8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION F.2. GUARDRAILS IN -FILL COMPONENTS 50 TO L/240. A2. ATTICS WI STORAGE 20 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE FD AND H) OF THE FBCR 2017, 6TH EDITION. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE A3. ATTICS W/OUT STORAGE 10 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT A4. POOLROOMS 75 • PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4 POLYMER PAINT. A5. BALCONIES 40 REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. A.B. DECKS 40 MASONRY 19. ALL SHEET METAL FRAMING CONI ECTORS SHOWN ON THE PLANS SHALL BE 'SIMPSOM STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL A7. STAIRS 40 BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OM MONS IN THE CONTRACT CONFECTIONS WITH THE SIZE AND NUMBER OF BOLTS74NLS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. A.B. ALL OTHER ROOMS 40 DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK ALSO SEE 'DRAW NG]CONTRACT DOCUMENT REVIEW COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) • CONDENSATION LINES SHALL BE MINIMUM'/." PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 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. 20. DRAFTSTOPPING TO COMPLY W1 FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE B. FLOOR DEAD LOADS►pSF} 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 3. CONDENSATION LINES SHALL BE MINIMUM Y.' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.91V'). B.I. ALL AREAS 10 2. CONCRETE MASONRY UNITS SHALL BE GRADE N" TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH MASONRY UNTS MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI 5. C. ROOFLIVELOADS `* WINDSPEED/EXPOSURE 21. CA. ** MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. D. ROOF DEAD LOAD ►PSH) 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. DA. FIBERGLASS SHINGLES 17 @ 12' O.C. N/A D.2. CONCRETE TILES 25 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 @ 16' O.C. @ 16' O.C. @ 16' O.C. THAN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. E. E 1 WIND LOAD CRITERIA BASIC WIRD SPE - - 6 GROUT SHAT BE IN MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-0" WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 16OMPH/B 150MPH/C 16OMPH/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. A R C N IT EC TS Desi n Gro u inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r ED VULT. -150 MPH, NASD -116 MPH L AGCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE E.2. EXPOSURE CATEGORY C PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) � E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 8TH EDITION (2017) ENERGY CONSERVATION. EA INTERNAL PRESSURE COEFFICIENT (GC_pi) 0.18 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AN DOR VERTICAL REINFORCING. E.5. OPEN BUILDINGS 0.00 p PLUMBING EA. ENCLOSED BUILDINGS ±0.18 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. F. GUARDRAILS AND HANDRAILS LIVE LOAD-_-,(PSF) REINFORCING STEEL 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. F.I. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 2. WATER SUPPLY LINES SHALL BE: GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE FD AND H) OF THE FBCR 2017, 6TH EDITION. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE 2.1. CPVC. OR STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2.2. PIX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) 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 • PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4 ARE FOUND 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. �IIIIIIIIII • PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 1 00'OF LINE WITH EVERY 10'F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST 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 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 112 INCH TO 2.25 INCHES (13 TO 56 MR IN LENGTH BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OM MONS IN THE CONTRACT DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg(m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL • PIPE SUPPORTS SHALL BEA MAXI MUM OF 32" HORIZONTALLY, AND 10' VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK ALSO SEE 'DRAW NG]CONTRACT DOCUMENT REVIEW COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) • CONDENSATION LINES SHALL BE MINIMUM'/." PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. BY BUILDER' NOTE ON COVER SHEET (CS). 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 3. CONDENSATION LINES SHALL BE MINIMUM Y.' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25'. ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY WHEREVER POSSIBLE. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 7. SIZE AND LOCATION OF CLEAdNOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. B. CONCRETE EXPOSED TO EARTH OR WEATHER B.I. #6, W31 OR D31 AND SMALLER 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.I. #11 AND SMALLER 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 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 D. BEAMS & COLUMNS 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 D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1'/z' 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, CODE RESIDENTIAL, 6TH EDITION (2017). 6TH EDITION (2017) 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. 11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. FIRE-RESISTANT CONSTRUCTION ELECTRICAL 12. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" AF.F. AND MORE THAN 72 -ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). 1. UNDER STAIR PROTECTIOFL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION GARAGES AND CARPORTS A ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH X" GYPSUM BOARD, 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCHA MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS WIRELESS SMOKE FBCR, 6TH EDITION (2017) SECTION 302.7 DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 1. GARAGE DOOR 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS v EXTERIOR FINISHES A ENGINEERED FOR 150 MPH MIM WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 4. 75%OF LIGHTING MUST BE ENERGY EFFICENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 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. 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAUPER BACKED KETAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPOR11ONEDAND MIXED IN ACCORDANCE WITH ASTWC926 318 INCITES THICK, OR 20 -MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 7 REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. 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: 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 CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MIN MUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO INSTALLED FOR EACH MOTOR VEHICLE SPACE. - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS OPENINGS INTO THE GARAGE. - 1" FLASHING - HORIZONTAL LATH AND PAPER DETAILS TIMBER PIPE PENETRATION DETAILS - VENT PENETRATION 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 - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 A 8 -INCH TYPE X GYPSUM BOARD OR - CASING BEAD DETAILS - DRIP EDGE 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 HEREIR - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS EQUIVALENT. - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS SITE WORK A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) WINDOW FLASHING DETAILS B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION SHALL BE INSTALLED PER ASTM -C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS C. SOUTHERN PINE INSPECTION BUREAU: C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER 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 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING ON-SITE UTILITIES, SITE I MPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. D. TRUSS PLATE INSTITUTE: ASTRXC-1063 THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIMSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTINGAND IRRIGATION. D.I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES(TPI-2007) E. APA - THE ENGINEERED WOOD ASSOCIATION: 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -C-1063 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 EA. ENGINEERED WOOD CONSTRUCTION GUIDE BE V- 0' BELOW FINISH GRADE (MIM). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 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 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE 62 (MIN.) MACHINE GRADE LUMBER, UNO. PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION A Fb =1,100 PSI Fv =175 PSI E =1,400,000 PSI 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 B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDERAND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. WITH ASTM D-1557. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). f[ v R CONSTRUCTION OBSERVATION N 5. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 6. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING 5. MINIMUM MAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS 1. CONSTRUCTION OBSERVATION SERVICES] CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. 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. 6. ALL BOLTS SHALL HAVE MIN MUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND]OR RANTS WHERE IN CONTACT WITH WOOD. 2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S! CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR 8. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 9. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 518" OSB EXPOSUREA OR 518' CDX PLYWOOD OR 15132' APArRATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS 11. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. AT MIaSPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 12. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A ROOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE '/� SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SHALL ONLY BE USED. 13. SII MMING POOL, DECK SA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116' OSB EXPOSURE -1 OR 112" CDX PLYWOOD OR 15132' APA -RATED O.S.B. OR 1X2 'ZIP BOARD SYSTEM, INSTALLED PER CONCRETE MANUFACTURER SPECIFICATIONS. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MIN MUM AREA SHALL BE 8 FT. S4 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP 62. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED 14. AS PART OF PROJECT, AB DESIGN GROUP WLL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (FIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE W. 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. 4. PROVIDE MAR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION CONTROL DATE. 01/01/18 A R C N IT EC TS Desi n Gro u inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIIIIIIIII ,000vv0000, sxmDrv. & rL.DoT: KENSINGTON RESERVE_ (LOT 116) MODEL LARGO (VERSION#01) PROJECT#: 2997.000 116R1 PAGE: GENERAL NOTES ARCHff BCD STATE OF ROFIDA 7D 5/7/18 111=11-o" ET Noir {� .� eJ . 1 STONE COLUMN DETAIL 2L, 6' -- 6' WIDE / \ RAISED BANDING #2 1 ITYPJ \ +I HEADER DETAIL 6' 6' WIDE RAISED / BANDING (TYPJ 1 ATTIC VENT CALLS CALLS OF ATTIC 88 Rn NET FREE VENM ATION AREA REQUIRED (1/150) 0.59 SQ,FI; REQUIRED VENTILATION AREA 0.59 x 144 84.5 SgIX SOFFIT VENT VENTILATION PER IF 11.74 Sgni./IF REQUIRED IF OF SOFFIT VENTILATION 8 IF PROVIDED IF OF SOFFIT VENTILATION 441 IF 2ND FLOOR ATTIC VENT CALLS AREA OF ATTIC 1250 WE NET FREE VENTII.ATION AREA REQUIRED 1 300 4.17 SQ.FL REQUIRED VENTILATION AREA (4.17 x 144) 600A SQ.IN hM. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 600.0) 900A 30 OFF RDDGE VENTILATION AREA 115 %nt/VW SOFFIT VENT VENTILATION PER IF 11.74 341N /IF TOTAL # OF VENTS REQUIRED 2.61 TOTAL # OF VENTS PROVIDED 3 REQUIRED SQIN VENTILATION IN TOP OF ROOF 300 SQ.7. REQUIRED IF OF SOFFIT VENTILATION 26 IF PROVIDED LF OF SOFFIT VENTILATION 151 IF LANAI ATTIC VENT CALCS AFXA OF ATTIC 140 SQ.PT. NET FREE WiTu,ATION AREA REQUIItED (1 150) 0.93 sqm REQUIRED VENTILATION AREA 0.93 x 144 134.4 SQ.IIL SOFFIT VENT VENTILATION PER IF 11.74 SOW - REQUIRED IF OF SOFFIT VENTILATION 121 LF PROVIDED IF OF SOFFIT VENTILATION 361 IF A R C H I T E C TS Des fn Gr0 u Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 CTEXTUFRED GEMENTIOUS COATIM PER (ASTM 6916) MID) 12 Lli �,449 10'-5 3/4' 2ND FF.06 - _ _ - - _ - _ _ - - - 1@'-6 3/4' 2ND F.F. V-4' 8R.s- 14GT. X9'-4' 5fR3. PGT. 8'-0' 1 -IDR. NGt. TEXTURED CEMENTIOIJS COATING PER (ASTM 0916) MID) cA @'-@' FIN. FLP, _ _ -------------- - - @'-@' FIN. FLR- REAR ELEVATION SCALE: 1/4 - I'-0' ELrEVATION 'Cl sxmDrv. & LOT: KENSINGTON RESERVE (LOT 116) MODEL• LARGO (VERSION#01) PROJECT#: 2997.000 115R1 PAGE: FRO NT & REAR ELEVATIONS ARCHITECT: STATE OF FLORIDA J ARS 1207'9 D E: 5/7/18 s , ALL: 1/4"=1'-0" 1 OF9.1 \000000000 CTEXTUFRED GEMENTIOUS COATIM PER (ASTM 6916) MID) 12 Lli �,449 10'-5 3/4' 2ND FF.06 - _ _ - - _ - _ _ - - - 1@'-6 3/4' 2ND F.F. V-4' 8R.s- 14GT. X9'-4' 5fR3. PGT. 8'-0' 1 -IDR. NGt. TEXTURED CEMENTIOIJS COATING PER (ASTM 0916) MID) cA @'-@' FIN. FLP, _ _ -------------- - - @'-@' FIN. FLR- REAR ELEVATION SCALE: 1/4 - I'-0' ELrEVATION 'Cl sxmDrv. & LOT: KENSINGTON RESERVE (LOT 116) MODEL• LARGO (VERSION#01) PROJECT#: 2997.000 115R1 PAGE: FRO NT & REAR ELEVATIONS ARCHITECT: STATE OF FLORIDA J ARS 1207'9 D E: 5/7/18 s , ALL: 1/4"=1'-0" 1 OF9.1 ARCHITECTS FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r qb � �III'll"" \000000000/ r BXMDIV. & LAT: KENSINGTON RESERVE (LOT 115) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000 116R1 PAGE: LEFT 8c RIGHT ELEVATIONS aRCHrtEcr. STATE OF ROPoDA MAY p� 7018 DAJ: X5/7/18 SCfALE: 1/4,.=1,- 0" S ET 2 OF 9. 1 SQ. FT. CALC.9S CALL f ACE DEICBIATION IST FLR. LIVING 2ND FLR. L I V 1NG 904 1210 Sa. FT. Sa. FT. 112 16'-@1 x �'-@' 5 TOTAL LIVING ENTRY GARAGE LANAI 2J14 40 4413 140 Sa. FT. $a. FT. Sa. FT. SQ FT. TOTAL 2,803 Sa. FT. CCWONEW AND CLADDNO WW LOADS BASIC WWD EXPCSU E POR 9 SECOND CDi3T>3 CALL f ACE DEICBIATION ZONE MPH WILD 1 112 16'-@1 x �'-@' 5 248@/-3@J6 2 24 3@8@ OR 4 2 tiW-3615 3 33 (2) 25 -SEI 5 21.13/-348@ 4 64 608@ V.0 5 2631/-33.3® WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VOLT =150 / VASD =116 MPH B. INTERNAL PRESSURE COEFFICENT■+ .1S C. RISK CATECsORY■TYPE 11 D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS I CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR 6tH ED. (20I1) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: L PRIM TO DRYWALL NSTA-LATION ON ALL FRAMMG MEM15ERS 2'-0' FROM TIE FINI°S14 FLOOR WILL R31: SPRAYED AND TREATED V TMATE' A TEWITE TREATED SPRAY 3 1/2' 11-21)v v 2'-0' C '1'*�2x4 WOW FRAMED CABINET SECTION F-4 FIRST FLOOR (PLAN SCALE: 1/4 = 1'-0' ELEVATION 'C' VENEER FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \000000000 SUHDIV. 8eLOT: KENSINGTON RESERVE (LOT 116) MODEL: LARGO (VERSION#01) PROJECT,#: 2997.000 116R1 PAGE: FIRST FLOOR PLAN ARCHITECT STATE OF ROFIDA OZ - N8 -, - ?OSB J N012079 DA : /7 /18 sc :1/4"-1'-0" S ET 1 3 OP 9 1 CO 91ON34T AND CL.AMM MRND I CIA DB BM WIND EXPOSUF E FOR 3 SECOND C#lM CALL *� � ZONE15o MPH WIND 1 30 (2 3OW � 5 2U2/-38.15 EGR2 15 3050 -SH 5 28.65/44 TEMP, EGRESS 3 15 3 4 28b5/ -3U4 Tav 4 15 5 28b5/-385 EGRESS 5 12 3"-64 5 2SM-38.10 b 15 3050 -SN 4 28b5/ -3L14 VA;r:sS WIND DESIGN CRITERIA A- BASIC WIND SPEED MPH (3 SECOND GUST) VULTm 150 / VASD m 116 MPH B. INTERNAL PRESSURE COEFFICIENT=+, .18 G RISK CATEGORY=TYPE If O. EXPOSURE CATEGORY C - NOTE: VALUES FOR COMPONENTS t C:LADDUVCs PRESSURE ARE BASED ON THE Vint DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY Ob TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. f TE:PRIOR TO DRYWALL MSTALLATION OM ALL FRAMMG f fE1�RS 1'-0' PROM TI -E FNk%4 FLOOR WELL !9E SPRAYED AND TREATED W/'80RA'fE' A TERMITE TREATED SPRAY LINE OF IST FLOOR BELOW I I 30 -0 2'-2° 2i'-10' 13'-4' 0, 5'-4' I '-0' ro'-5' 2'-11' hi ISH 4-SFI � rI I as YLAV ,a , Z, O11NER S SUITE OWNERS BATH X16' -m' %8'-0' C:LCa. Q- b X4 F'OSt 8'-0' C:LG. I le G 4X4 POSTwu • rp �,b b0n4' .� PAN .b 131-41 4'-S' 8' S o� J A IC 118'-®� . 14' SEAT 9 21' AFF. 6, ACC2=SS � L iR-ISI-I AIGLu n a�cq BEDROOM 4 ail 0 10'_0'XIm'_8• A 8'-0' GL.Cs. 61 a 0 (' � 2,-0' 4'-2' il'-2' 1 i'-®' I /117 LOFT lo1 ro"l-8' 8'-0' C:LG. ' H 1Z41LMCs `^ LAUNDRYCIA r --nil -„ G� I uII 2-6 BF Ln Io ril 11 -SH I_ u 4 �t t 4X8 • POST P05T BEDROOM 2 s WG ;DIm'-IO'Xn'-m' y F1 n 4'_2" 3 -� O BATH i ,b , 4'-6' ro -3' 8'-v' Qx& 2'-11' 10 1 IIi.I.C. c c'n I •�,� BL STUD DBL S cn IR -154- — �"p Q r as BEDROOM 3 �? I EGRESS I W.I.C. 61 I�'-I�'X�®'-�' S'-®' C.LG. LINE OF IST FLOOR 5MC W0 l r . r2) 30 0-64 56 LINE OF IST FLOOR EELOU 0 CIA 6' ' n - -6 2'-2' I'-2' 9'-2' 4'-2' 21'-4' loe SECOND FLOOR PLAN SCALE: 1/4 V-®' ELEVATION 'C' ARCHITECT S —) FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � X00000000/ svBDZv. & XIOT: KENSINGTON RESERVE (LOT 116) MODE Xa, LARGO (VERSION#01) PRO JEI+CT#: 2997.000 116R1 PAGE: SECOND FLOOR FLAN aRC-irrECT: STATE OF FLOF'iDA #4Y J sl K1012079 DA E: /7 /18 s ALE: 1/4"=1'- 0" SAEET 4 org . 1 PWDR. 3/4' TtG SU5 FLOOR GLUED 4 SCREWED PER NAILING SCHEDULE PRE -ENG. FLP. TRUSSES PER TRUSS PLAN (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SU5 FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE 2x12 STRINGER TO SOLID NAILING W/ 12d NAILS TO 5E NAILED FROM BACKSIDE W.I. C. 10 -8 3/4' 2ND. FIN. FLR. 9'-4' 5R3. HT. o� MIN. d 42 I-IIC;I-I RAIL INCs 4' MAX \ PIER FOYER (3) 2x12 SYP STRINGERS SECURED W/ \ R3123 12d NAILS 0 (o' -8'0.C:. \ i 1/4" M • a 2x12 S.Y.P. TREAD \ MA 2x4 RE-INFORCINC v EA. 2x12 r STRINGER \ m r \ MIN. \ \ STAIR DATA: \ \ 17 RISERS @7.57" \ \ 16 TREADS @10" +1" NOSING \ 11 n STAIR ' KICKPL4TE 2x12 STRINGER TO SIT ON LANDING • (5EYOND) 77 7 z 3/4' T4G SUS FLOOR GLUED ' p NAILED zo DBL. 2x6 LEDGER SECURED TO BLOCK W/ 3/16' TAP CONS MIN. 1 1/4' EMS. 0 24' O.C. STAGGERED �x& LANpiW-z 06 0'-0' FIN. FLR 2x4 P.T. PLATE SECURE W/ 10d CUT NAILS 16' O.C. MAX. —J 9 9� I I U IN U. la -IT. FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 FR 8eSINGTON ESERVE LOT 116) MODE • LARGO (VERSION#01) PROJECT#: 2997.000 116R1 PAGE: STAIR SECTION ARCHITECT- STATE Qf= FLORIDA Aqy©� JAMES ANT1fV�L - AR/NO'120799 DA ./ 5 /7 /18 JC �,C4"_1,-0" S ET 4.top 9. 1 \000000000 FR 8eSINGTON ESERVE LOT 116) MODE • LARGO (VERSION#01) PROJECT#: 2997.000 116R1 PAGE: STAIR SECTION ARCHITECT- STATE Qf= FLORIDA Aqy©� JAMES ANT1fV�L - AR/NO'120799 DA ./ 5 /7 /18 JC �,C4"_1,-0" S ET 4.top 9. 1 SECURE STRAP A/C UNIT SIMPSON WB ROLL TO GONG. W/ (2) STRAP OR EQUAL 3/16'x2' TAPCONS 3 1/2' THICK SECURE STRAP GONG. SLAB t0 UNIT uw l2) Maxi 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL 0 r 24'x24'xl2' CONC. F a W! (3) +5 W15ARS EA WAY` I c acara-cam �r�r�u � 2 0'-0' FIN. ELEV. 5A 0 I FIN. GONG. SLAB 5A I 24 x24 xl2 CONC. FtG. W/ (3) r5 REBARS EA 24'x24'xl2' CONC. R& "` ■ 9B WAY ON CHAIRS MR W/ (3) +5 KEBABS EA CE 5A 3' COYER WAY ON CHAIRS MIH. 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FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 0 SvsDiv. & LOT: KENSINGTON RESERVE (LOT 116) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000 116R1 PAGE: DOWEL PLAN ARCHRECT� TE OF ROFnDA �1q y � _?p18 J M012079 40 II)Aq*. 5 /7 /18 SC :1/-4"=1'-0" 9 ET 5 B OF9 1 \000000000 SvsDiv. & LOT: KENSINGTON RESERVE (LOT 116) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000 116R1 PAGE: DOWEL PLAN ARCHRECT� TE OF ROFnDA �1q y � _?p18 J M012079 40 II)Aq*. 5 /7 /18 SC :1/-4"=1'-0" 9 ET 5 B OF9 1 ) T ► *Ta�l AT I. I I I 91-40 I I - - - - - - - - - (S) Z -s14 - I I - 6080 °'�CxD - _ I I - - - - - - - - - - - - - - - - - - - - - - - - - Precast TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS $49 SAFE WORKING LATERAL 6" TABLE No. 11 LOADS (PLF) x 8" LINTELS CLEAR SPAN LAPEL SAFE LATERAL LOADS LINTEL SATE LAWMIL LOADS tt'LFT 18sLFT CAPACITY CAPACITY IML (1754 w% (2154 Total TW B A PLAN SOLI SOLIDMAN fotel Lsglh Tip. 9' DOOR i�ADER a' DOOR SID X29 -10' Precast 1998 - 3964 3'-a' Pre<a t IT2 2011 3831 Y-6' 4'-0' 4'-6' Recast 1168 2918 - 41-V Precut 950 167I 2111 Pneast 644 1674 4'-2' Preesst 861 621 (2)4 Precast 638 2bb 4'4 Precast 10 686 PRECAST (2) 4 Precast. - 866 063 - 4'.9' Precast 659 _RISS 4'-0* PRECAST Recast 666 055. 5'-6' Precast 00 IIt1 5-10' 4'-b' Rerast 543 - 005 b' -a' Precast n 504 %4 1609 V-4' Frrast 634 - - D64 T -V Prarast 411 181 216 6'-6'- Precast 62 289 a' -a' Precast 336 664 232 P45 FYxasl STB - 211 7.8' PreceM 286 535 1184 1'-6' P1 It 446 338 - - - - 1'-a' 8-0 a'4 P It 425 am Recast 361 614 Recast 354 145 L-4 L-5 - - 9'-4Precast - 211- 10.41 Recast 192 all GREAT ROOM 91-4'GM i.r- _ 9'-4' ' - M. PDR ► ><� 9' 4' CCG• KITCHEN I I I 91-4' CLCD I i I MUD ROOM 9'-4' Cly 0 1 FOYER ----- 00 -----'-------' I I L ------- 9'-4' ^ •G. �1� vZA lir 2 CAR GARAGE 71 ENTRY nL�- L-3 I V-4' CLGL P-4' Recast 196 620 NR- NOT tEC0111WED .. -. - - - - - - . - - - - - - - - - - - - - - - - - - 2'-0' 2'11 13'-4' 14'-V 14-F 6'-4' 11'-4' 19--4' 20'-0' 21'4' 2Y-4• 24'-0' NR • Not Precast TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS $49 -. - - - - - - - - - - - - - - - - - - - - - - - - Frecasl CLEAR SPAN LINTEL TYPE LINTEL STEEL BOTTOM BAR TOP BAR t►14LLE.D GRAVITY G12A41TY CAPACITY CAPACrrY (U5L (0754 GRAYITY CAPACITY aft (usu tt'LFT 18sLFT CAPACITY CAPACITY IML (1754 w% (2154 r4' 1'-b' PRECAST (2).2 (214 424b 1809 1809 X29 10DE0 2u T-2' PRECAST (2) 4 (2) 4 2415 3831 3831 4815 4815 Prostrsse•d T -B' PECAST (2) 4 (214 1183 2111 2111 3386 3386 3'-2' FRELAST f2)4 (2)4 1343 2165 2165 26M 2608 4 -8 Y-4' PRECAST (2) 4 (2)4 232 1011 wn 2421 2421 5'-4' 4'-0* PRECAST (2) 9 (2) 2 1006 1651 1651 Im 1881 5-10' 4'-b' PRECAST M-5 (2) 4 860 1423 1423 1410 1609 W-4' S' -D' PRECAST (2) b (2) 4 740 263 283 216 1405 b' -b' S'-2' PRECAST (2) V (2) 4 110 1232 232 P45 1348 b'•9' 5'4' PRECAST (2)'4 (2) 4 - b92 1184 1184 . VIM 1295 1-6' 6'-2' PRECAST (7).4 (2) 4 570 991 991 825 1081 T-8' 6'4' FIWLAST (2) b (2) 4 551 939 Fig 184 1041 a'-0' 6'-8' PRECAST (2) b (2) 4 515 - 902 902 - 12 984 V-4' T-0' RECAST (2) M 1 (2) 4 408 851 051 648 921 9'-4' a'-0' P€CAST M-4 f2)2 414 - Tffi 1 126 499 190 10 {a' 1-2' PRECAST (2) M (2) 4 354 618 610 380 613 9'-4' W'-0' PRECAST (2)s (2).5 36 567 561 317 601 2'-0' W-8' PRECAST (2)5 (2)9 292 525 525 2TI 561 2'-b' T-2' PRECAST (2).1 (2) 9 271 496 498 251 52 13'4 2'-V PRECAST - (2).1 (217 255 456 RO 214 - 442 14'-0' 2R0 PRECAST (2)5 (2)7 239 430 430 190 3% 14'x' IV4 PRE5tES6ED (2)14 (2)4 MR 40 415 230 446 W4 14'-0' 1 P1e51RE50ED (2)14 (2)4 AR. 319 319 210 401 6'-0' PfE811iE38ED (2) #4 (2) 12 ALR 200 280 163 31-1 18'-0' PR�914E98ED (217 (2) 43 AR 224 224 1 61 1 254 MI -0' 16'-8' PIE91TE6EED (21 S (2143 AR 201 207. 22 231 2h-4' 20'-0' Pr�611E98ED (2)9 (2) d3 1tR TIT ITT 01 20a 71'•0' 20'•8' PRESTRESSED (2), 12143 - KR 164 - 164 IEiD 1°b 24'-0' 22'-B' PI81RE96ED (2) 5 (2)43 NR 132 132 84 .163 P-4' Recast 196 620 NR- NOT tEC0111WED .. -. - - - - - - . - - - - - - - - - - - - - - - - - - 2'-0' 2'11 13'-4' 14'-V 14-F 6'-4' 11'-4' 19--4' 20'-0' 21'4' 2Y-4• 24'-0' NR • Not Precast 64 -.. $49 -. - - - - - - - - - - - - - - - - - - - - - - - - Frecasl 143 504 PreraeI Ilb - 404 Precast 99 MIT Reetreesed INA - - 941 Frestreeeed NA. 302 resetreesed NA 2u Prestressed NA - 116 Prestressed - NA - rA Frestmemad NA DI Prostrsse•d NA 20 Prestressed NA 37 Reoaemedad CAPACITY - LOTTS gr�' CONCRETE P.O. BOX 771255 - WINTER GARDEN, FL 34777 PH. (407) 656 2112 SAFE WORKING LOADS (PLF) TYFF_ 8' X 32' COMPOSITE LINTELS LINTEL LENGTH 9'-4" COMMENTS NO. LENGTH SPAN - CAPACITY I I 5FZ3 HT. SAFE WORKING LOADS (PLF) L-1 I1'-4' 84*441WI L PREMSSM L-2 4'-6' SM-5-MIKO L RECUSED L -2A 8'-4' 5116-S-11VUL CLEAR L-3 4'-8' M-6-MM&L UPLFT L-4 't'-6' 5/16-5-(1,1UlUL - L-5 'T'-8' 8116-5-(UI/lUL CAPACITY "r .t X 1'-0' OI•KsD n �, -------------------- L -I LINTEL PLAN SCALE: 1/4 o I'-0' ELEVATION -C G=ENERAL NOTES= I: CODES I.I. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R4022 4 tw-m L2. PLORfDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 15012 4 2101. 13. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AGI 318-08). IA. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10). 2. CONCRETE: 2.1. CONCRETE COMFFC591YE STRENGTH AT 28 DAYS: 211. PRE -CAST W/STANDARD REINFORCEMENT -4000 PSI 2.13. PRE -CAST W/PRESTRESS REEINFORCEMENT-6000 PSI 2.13_ GROUT PER ASTM 0416 - 3000 PSI W/ MAX 3/8' AaCs' SATE, 8' TO 11' SLUMP_ 22. REINFORCING BARS: 221 STEEL PLACED N PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 222. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A61S (GRADE 40). 23. PRE -STRESSED STR4ND5 ASTM A416 14W(RE, STRESS RELIEVED 210 KSI 2A. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACf 315. 25. CONCRETING OPERATIONS SHALL COMPLY WITH ACf STANDARDS. 3, MASONRY: 3.1. DESIGN AND CONSTRUCTION SHALL CONFORM TO 7HE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND AOI S30-08. 32. MINIMUM MASONRY UNIT STRENGTA: FM 1500 PSL 3.3. MORTAR SHALL BE TYPE S. 4. STRUCTURAL: 4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAYING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTION R6(06.14 OR FLORIDA BUILDING CODE RESIDENTIAL, BTA EDITION (2014), ERECTION 2104.15 NONINAL WIDTH/HEIGHT OF LINTEL Ir PLAIN OR SOLID LINTEL TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LNTEL BEAR I LINTEL TYPE LMPL STEEL GRAVITY GRAVITY I UPLFT I L!•LF1 LENGTH SPAN _ 5MTCT1 - TCP - CAPACITY CAPACITY CAPACITY. CAPACITY . 13AR I PAR 1(0Y%L(Uw i(ML(I)w W151 -rim 05- f275t1 TABLE No.. 2 - REINFORCING SCHEDULE & LOAD CAPACITIES - SAFE WORKING LOADS (PLF) - - 8' X 16" COMPOSITE LINTELS LNTEL I CLEAR I INTEL TYPE LNTEL STEEL GRAYRTY I GRAVITY UPLFT 1 UPLFT LEWA14 SPAN - - CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM 13AR TOP BAR (0)5L Aul (451. OM I(I)SLCIAU (175L (2)54 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL I CLEAR I Lim TYPE LINTEL 61EEL I GRAVITY GRAY tnFT UPLIFT LENGT4 61101 _ CAPACITI' CAPACITY CAPACITY CAPACrrY BOTTOM 8AR TOP OAR (075L (U5U i(vigLom (1)5L (P5U (4'51. C175U TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL PLAN I RAVITY GRAVTTY I LIFL*T UPLIFT LENGTH SPAN GRAVrTY CAPACITY CAPACITY CAPACITY CAPACITY BOtTOM BAR tOP BAR CAPACITY (07510154 nT5L (1764 (17510*1 (u5L (21511 TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 6" RECESS DOOR HEADER LNTM CLEAR LNTEL TTM LNTEL STEELtNFULED GRAYTTT GR.AWT LPLFT UPLffr 114''11 SPAN GRAVITY I CAPACITY CAPACITY CAPACITY GdFACtiT BOTTOM BAR I TOP HAR CAPACf1Y (M (0)54 (1751 n)5u in?DL(IMU ,11151 (21511 TABLE No. 6 TABLE No. 4 SAFE WORKING LOADS (PLF) � 8' X 32' COMPOSITE LINTELS REINFORCING SCHEDULE & LOAD CAPACITIES LNTEL CLEAR LNTEL TYPE LINTEL STEEL GRAYMY GRAVITYUPLFT IIPLI17 LENGTH SPAN - CAPACITY I I CAPACrrr SAFE WORKING LOADS (PLF) 13O(TQf BWR TOP BAR (0)oL (115U d SL (17511 <ML all; (176L (27511 8" X 24" COMPOSITE LINTELS LNTEL CLEAR LNTEL TY}'E - - LINTEL STEEL VT ce rr UPLFT IpLFT LENGTH SPAN - CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR - 1011 BAR - (Oft (1734 (DSL aft (m "a (175L 127511 T -W r -b' PRE (2)4 f2; 12 WOOD �D 10000 ID.900 3'-b' T-2' PRECAST (214 (214 9361 WUBD WOOD 14000 4'-0' 7-8' PRECAST (214 !2)4 - 6139 WDOO - 10PJJD WOO)0 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL I CLEAR I Lim TYPE LINTEL 61EEL I GRAVITY GRAY tnFT UPLIFT LENGT4 61101 _ CAPACITI' CAPACITY CAPACITY CAPACrrY BOTTOM 8AR TOP OAR (075L (U5U i(vigLom (1)5L (P5U (4'51. C175U TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL PLAN I RAVITY GRAVTTY I LIFL*T UPLIFT LENGTH SPAN GRAVrTY CAPACITY CAPACITY CAPACITY CAPACITY BOtTOM BAR tOP BAR CAPACITY (07510154 nT5L (1764 (17510*1 (u5L (21511 TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 6" RECESS DOOR HEADER LNTM CLEAR LNTEL TTM LNTEL STEELtNFULED GRAYTTT GR.AWT LPLFT UPLffr 114''11 SPAN GRAVITY I CAPACITY CAPACITY CAPACITY GdFACtiT BOTTOM BAR I TOP HAR CAPACf1Y (M (0)54 (1751 n)5u in?DL(IMU ,11151 (21511 TABLE No. 6 REINFORCINC SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) � 8' X 32' COMPOSITE LINTELS LNTEL CLEAR LNTEL TYPE LINTEL STEEL GRAYMY GRAVITYUPLFT IIPLI17 LENGTH SPAN - CAPACITY I I CAPACrrr CAPACITY CAPACITY I 13O(TQf BWR TOP BAR (0)oL (115U d SL (17511 <ML all; (176L (27511 TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LNTFL I CLEAR I LNTEL TYPE LINTEL STEEL I GRAVITYGRAVTT UPLIFT UPLFr R� TH SPAN CAPACITY CAPACITY CAPACITY CAPACITY -11CM BAR TOP 5- (D)5L n)3U lust (1)311 cl)SLf'su (1,131(2)184 TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LNtEL CLEAR LNTLL TYPE LINTEL STEEL I GRAVITY GRAVITY UPLFT UPLIFT LErGTH 8PM1 CAPACITY CAPACITY CAPACITY CAPACITY WmV OAR TOP BAR (0)5L n15U IUWAW-51IaP51,flft RWRL (2151{ 1 r!A7RCNITECTS Design FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 r � \000000000► Sv$Div. 40G LOT: KENSINGTON RESERVE (LOT 116) MODEL LARGO (VERSION#01) PR041ECT#: 2997.000 /116R1 PAGE: LINTEL PLAN (LOTT'S) _ .; ..-, [8/16-P-#U/#L] •�. No. OF ADDITIONAL #5 BARS IN UPPER' .• it i +.� OR LOVER LINTEL CAVITY, �••�wr ARCHITECT ` STATE Of= FLORIDA o 1) #5 CONTINUOUS (1) #5 CONTINUOUS .� ' ��i !r �.ti • s 3 g i a • •. • 6"x16' KNOCKOUT BLOCK L140 8'X18' KNOCKOUT BLOCK . r• viae �•!*300p 3000 PSI GROUT .S. �• 'r.••• - t•" • :! +. }• :!• •.� r, : * �`: Aj/O p• A (PLAN IN FIELD) • p• (PLACED IN FIELD) *� , • •� r • • > ..: r • •• �+ tllrla4 • •' ��••. ''r • r TROP BARS: drlm s TOP BARS r : !e 1 S� _ • .•�� r . i r a! •r •'s•r I SEE SCHEDULE •mss i SEE SCHEDULE _ '•�. •.r. • '.t • r.� a' �`!. ••A .L. - •f• • (1) 1115 CONTINUOUS r• i (1j # CONTIMMS Nvm .r• sae ••� +• •' ' •• :! 1,••r• _ ' - J r� 'STIRRUPS AT S' -O' oe r' -21 T .S .'a ,. •' fir {• _ �►p /32 /3�' STIRRUPS AT 4 -0 a • •�',• ' •; . . S • , S a r • • - AR79 IseCMD OR 11ELOED) (TIED OR MElOED)NO rIn BOTTOM BAR i° BARS r �� • r fn r • x �+ SEE SCHEDULE (PRECAST) SEE SCHEDULE w (PRESTRESSED) new 917/li• ; p/k.. (n STRANDS 7A6--- a DA • 5/7/18 1 ' 7 MIRE STRESSTR REiFVED SIC I M1 1 M1 C� PRESTRESSED 3@• » t to tZ 1�' �. �. $/32-s-(1) �is�r1)s Bl2a-s-�t �l!15 S ET 8/16-S-(1) 1 8 PRECAST PRESTRESSED V20 -S-(1) I5/11i J5 9 24-S-(1 #5/(1) #5 8f16 S 0) im/c1i #5 8(14-s (1) IMAJ) 95 OF 9.1 ARCAITE -CTS "007� FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 51 J SVHDIV. & LOT: KENSINGTON RESERVE (LOT 116) MODEL LARGO (VERSION#01) PROJECT#: 2997.400 116R1 PAGE: LINTEL PLAN (CAST -CRETE) ARCHRECT� STATE OF FLORDA MqyZWrWE3-L JAIuE8AR DAT5 /7 /18 ___j _ SC : 4$$=1,_O„ S ET OF 9. \000000000► 51 J SVHDIV. & LOT: KENSINGTON RESERVE (LOT 116) MODEL LARGO (VERSION#01) PROJECT#: 2997.400 116R1 PAGE: LINTEL PLAN (CAST -CRETE) ARCHRECT� STATE OF FLORDA MqyZWrWE3-L JAIuE8AR DAT5 /7 /18 ___j _ SC : 4$$=1,_O„ S ET OF 9. 2 CAR GARAGE - EN'T'RY L-2 L-3 i W-4' urs. L -2A ----------------r----- 16'-O' X 7'-O' aw L -i LINTEL PLAN SCALE: 1/4 a I'-& NATION -C QUALITY PRECAST COMPAN 'STRONG' ON SERVICE [!�$Pll. Box 11 - Brandon, Florlde 33509-0011 TYPE: LINTEL LIMN REINFORCING SCHEDULE & LOAD CAPACITIES COMMENTS L-1 t'1'-4' 8136-541AIKUL SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS &A4-5411 KOJL FECE56M LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN 4'-0" 2'-8" 2'4" PRECAST WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY 00 0 1 00 000 10000 (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 (0)#5L())#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L (2)#5U (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 'V (1)#5L(1)#5U 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 DETAIL'U' DETAIL DETAIL'U' &'V DETAIL'W' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 7-8" 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'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 9576 10000 10000 10000 5-4" 4'-0" PRECAST (2) D4.5 W IRE 2 No. 3 7009 10000 -10000 10000 5-10" 4'-6" PRECAST (2) D4.5 W IRE 2 No. 3 5700 10000 10000 10000 6-6" 5'-2" PRECAST (2) D4.5 W IRE 2 No. 4 7924 10000 9263 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 5748 10000 6723 10000 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 5473 9564 6402 10000 8'-0" 6-8" PRECAST (2) D4.5 W IRE 2 No. 4 4978 8706 5824 10000 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 4546 7957 5320 10000 V-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3536 6205 4141 7410 10'-6" 9'-2" PRECAST (2) D4.5 W IRE 2 No. 4 2725 4798 3194 5322 11'-4" 10'-0" PRECAST (2) No.3 2 No. 5 3615 5348 2699 4424 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 3191 3670 2379 3894 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 2919 3369 2174 3572 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 2535 2961 1884 3137 14'-0" 17-8" PRECAST (2) No.3 2 No. 5 2278 2698 1691 2856 14'-8" 13',4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 3326 3326 1829 2919 (2) No. 3 (2) 7116 strand + (2) No. 4 1419 1419 2 No.4 1347 154" 14'-1T 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 3031 3031 1666 2702 17-4" 16'-0" PRESTRESSED 2 No.4 (2) 7116 strand + (2) No. 4 993 993 600 17'-4" 16-3' PRESTRESSED (2) No. 3 (2) 7/16 strand + 2346 2346 1290 2210 1035 478 936 DOOR (2) No.4 20'-0" 18'-8" PRESTRESSED (2) No. 3 17-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1865 1865 1029 1869 PRESTRESSED (2) No. 3 (2) 7116 strand + (2) No. 5 834 2 No.5 390 763 PER STRUCTURAL PLAN 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1737 1737 959 1778 rcl)M7/7132" 2 No.5 21'-4" XC' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1516 1516 839 1620 (2) No.5 DETAIL'DF DETAIL'DF' DETAIL'DE' &1 DF' 22'-0" 27-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1420 1420 787 1551 2 No.5 ��OTTOM BARS 3'-8" 2'4" (2) 7/16 strand + PRECAST (2) D4S WIRE (2) No.3 3764 6455 24'-0" 27-8" PRESTRESSED (2) No. 3 No. 5 1250 1250 658 1300 (2) QUALITY PRECAST COMPAN 'STRONG' ON SERVICE [!�$Pll. Box 11 - Brandon, Florlde 33509-0011 TYPE: LINTEL LIMN pSl-4" 5W-% HT. COMMENTS L-1 t'1'-4' 8136-541AIKUL I'Mi ESSW L-2 4'-64 &A4-5411 KOJL FECE56M L -2A V-4' 8116-641MUL CLEAR SPAN L-3 4'-8' 8116-641A OJL GRAVITY CAPACITY (0)#5L (1)#5 DETAIL'H' L-4 1'-6' 8116-641AWIJL 4'-0" 2'-8" 2'4" PRECAST L-5 �'-8' 8116-5-11JUKiJL RE A 2 No. 3 6 s ran + 24'-0" 22'-8 PRESTRESSED O 2 No. S 642 642 306 599 LATERAL SAFE LOADS (PLF) GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER 8"x8" RECESS DOOR HEADER TOTAL CLEAR LENGTH SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR LATERAL SAFE LOAD TOTAL CLEAR LENGTH SPAN DOOR UNTELTYPE SIZE LINTELSTEELTOP WIRE/ BAR LINTEL STEEL BOTTOM BAR REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS UPLIFT SAFE LOAD SOLID SOLID #5 (1) U (0'L#5 (21 U (I) L #5 1 U 1 L DETAIL'DB' &'DC' DETAIL'DD' SPAN SIZE WIRE/ BAR PLAIN SOLID LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY CAPACITY (0)#5L (1)#5 DETAIL'H' GRAVITY CAPACITY (1)#5L (1)#5 DETAIL')' UPLIFT CAPACITY (0)#5L (lj#5U DET# L' (18 5 UPLIFT CAPACITY (1)#5L (2)#5U DETAIL'K' 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 - 0 1'-6' RE A 2 D4.5 WIRE 2 No. 3 00 0 1 00 000 10000 (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'4" 3'-4" S-6' 7-2' PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 (2) D4.5 WIRE (2) No.3 864 995 995 831 831 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 (2) 04.5 WIRE (2) No.4 542 669 669 462 537 9'$" 8'-4" 4'4' S-2' PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 2'-0" PRECAST 5'-10" 4'-6' PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 N (TIED OR WELDED) 6-6" S-2' PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6'-2' PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 (2) No.3 4511 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6'-8' PRECAST (2) D4.5 WIRE (2) No. 4 2831 2831 2651 2811 8'-4" 7'-(Y' PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9503 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1 1881 2139 9133 7835 10'-6" V-2' PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 (2) No.3 2990 11'-4" 10'-U' PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 PRECAST (2) 04.5 WIRE 12-0" 10'-91 PRECAST (2) No.3 2 No. 5 1439 1439 1075 1439 17-6" 1 P-2' PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 5' 4" 5' 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 1232 1232 849 1232 7'-8" 6'4" 14'-0" 12'-S' PRECAST (2) No.3 2 N675- 1149 1 149 760 1149 PRECASTCONCRETE 9'-8" 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + (2) No. 4 1419 1419 850 1347 154" 14'-1T PRESTRESSED (2) No. 3 (2) 7116 strand + 2 No.4 1291 1291 775 1270 17-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + (2) No. 4 993 993 600 1084 174' 18'41' PRESTRESSED (2) No. 3 (2) 7116 strand + 2 No.5 1035 1035 478 936 DOOR LINTEL TYPE 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 2 No.5 961 961 446 872 SPAN SIZE 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + (2) No. 5 834 834 390 763 PER STRUCTURAL PLAN 27-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 2 No.5 720 720 366 716 2 No. 3 6 s ran + 24'-0" 22'-8 PRESTRESSED O 2 No. S 642 642 306 599 LATERAL SAFE LOADS (PLF) GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER 8"x8" RECESS DOOR HEADER - TOTAL CLEAR LENGTH SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR LATERAL SAFE LOAD TOTAL CLEAR LENGTH SPAN DOOR UNTELTYPE SIZE LINTELSTEELTOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVfTYSAFE LOAD SOLID SOLID PLAIN #5 (1) U (0) L #5 (1) U (1) L DETAIL'DA' DETAIL'DB' DETAIL'DC' UPLIFT SAFE LOAD SOLID SOLID #5 (1) U (0'L#5 (21 U (I) L #5 1 U 1 L DETAIL'DB' &'DC' DETAIL'DD' SPAN SIZE WIRE/ BAR PLAIN SOLID DETAIL'DA' DETAIL'DB' 3'-8. 2'-4" 2'-0" PRECAST (2) D45 WIRE (21 No.3 1640 1790 3'-8" 2'-4" 2'-0" PRECAST (2) D4b WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D45 WIRE (2) No.3 1386 1410 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-2" 2'-101' 2'-6" PRECAST (2) D45 WIRE (2) No.3 1259 1259 4'-7' 2'-10" 2'-6" PRECAST (2) D4S WIRE (2) No.3 1473 1668 1668 1376 1376 4'4" 3'4" 2'-8" PRECAST (2) Dob WIRE (2) No.3 1137 1137 44' 3'-0" 2'.8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'4" 3'-4" S-0" PRECAST (2) Dob WIRE (2) No.3 929 929 4' 8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5'-8" 4'-4" 4'-0" PRECAST (2) D45 WIRE (2) No.3 559 559 6-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6'-0" 6-4" 5'-0" PRECAST (2) Dob WIRE (2) No.4 606 1097 6'-8" 5'4" V-0" PRECAST (21 D4.5 WIRE (2) No.4 662 816 816 650 654 7'-8" 6'-4" 6'-0" PRECAST (21 D4b WIRE (2) No.4 498 863 7'-8" 6'-4" 6'-T PRECAST (2) 04.5 WIRE (2) No.4 542 669 669 462 537 9'$" 8'-4" NO' PRECAST (2) 134.5 WIRE (2) No.4 294 510 91-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 DETAII'DH' DETAIL'DJ' - GRAVITY & UPLIFT SAFE LOADS (PLF) 2-10 2-6 8"x32" RECESS DOOR HEADER {2J DCb WIRE (2) No.3 TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD 10000 DOOR LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLID SOLID #5 (1) U (0) L #5 (1) U (1) L #5 (l) U (0) L #5 (2) U (1) L #5 1 U 11 L 10000 41-8" S-4- 3'-0" PRECAST (2) Dob WIRE (2) No.3 7102 10000 9975 DETAIL'DU' DETAIL'DV DETAIL'DU' &'DV DETAIL'DW 54, 4'-0" 4'-0" PRECAST (2) Dob WIRE 3'-8" 2'4" 2'-0" PRECAST (2) D45 WIRE (2) No.3 10000 10000 10000 10000 6-4- 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 5323 10000 4103 44' Z-8" 2'-4" PRECAST (2) DCS WIRE (2) No.3 10000 10000 10000 10000 (2) No.4 3810 10000 2929 9691 9'4. 64" 814" PRECAST (2) 045 WIRE (2) No.4 2202 5434 1680. 5174 - 4-7 2-10 2-6 PRECAST {2J DCb WIRE (2) No.3 9563 10000 10000 10000 DOOR 4'-4" S -a' 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 8654 10000 10000 10000 41-8" S-4- 3'-0" PRECAST (2) Dob WIRE (2) No.3 7102 10000 9975 10000 54, 4'-0" 4'-0" PRECAST (2) Dob WIRE (2) No.3 4336 10000 6110 10000 6'-" 6-4- 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 5323 10000 4103 10000 7'$" 64" 6'-0" PRECAST (2) Dob WIRE (2) No.4 3810 10000 2929 9691 9'4. 64" 814" PRECAST (2) 045 WIRE (2) No.4 2202 5434 1680. 5174 GRAVITY & UPLIFT SAFE LOADS (PLF) AACNITECTS FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r 8 x 16 RECESS DOOR HEADER TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEESCHEDULE] LENGTH SPAN SIZE WIRE / BAR BOTTOM BAR SOLID SOLID SOLID SOLID #5 (1) U (0) L #5 (1) U (1) L #5 (1) U (0) L #5 (2) U (1) L #5 1 U 1 L (1) #5 CONTINUOUS REQ'D. DETAII'DH' DETAIL'DJ' DETAIL'DH' &'DJ' PER STRUCTURAL PLAN �000000000� _EETAIL'DK' ` 7/32'STIRRUPSAT4'-9'Cc 3'-8" 2-4 2'-0" PRECAST (2) D45 WIRE (2) No.3 5713 10000 10000 10000 U!m .4m N (TIED OR WELDED) in BOTTOM BARS 4'-0" 2'-8" 24- PRECAST (2) D4b WIRE (2) No.3 4511 10000 9686 10000 SEE SCHEDULE 4'-2" 2'-10" 2'-6" PRECAST (2) Dob WIRE (2) No.3 4032 10000 8687 9503 4'-4" 3'4" 2'-8" PRECAST (21 D4.5 WIRE (2) No.3 3647 9133 7835 8173 7j' 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 NOTES: 5'-8" 4'-4" 4'-0" PRECAST (2) 04.5 WIRE (2) No.3 1819 4139 3839 3839 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF.STEEL - ASTM A615 8" 6'-0 5' 4" 5' PRECAST 2 O D45 WIRE (2) No.4 2976 2976 2676 2737 TYPICALLINTEL SECTION 7'-8" 6'4" 6'-0' PRECAST (2)D4-5WIRE (2)No. 4 2292 2292 1918 2121 PRECASTCONCRETE 9'-8" 64" 8'-0" PRECAST (2) D4b WIRE (2) No.4 1563 1563 1113 1455 GRAVITY & UPLIFT SAFE LOADS (PLF) 3000 PSI GROUT TOP LEG BARS: 8"x12" RECESS DOOR HEADER (PLACED IN FIELD) (SEESCHEDULE) 2. 2' TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFTSAFE LOAD (1) #5 CONTINUOUS REQ'D. LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID PER STRUCTURAL PLAN PLAIN #SSOLIO(o) #5 (1)) U 0) L #5 {2) U (1) rcl)M7/7132" STIRRUPS AT 4' 0" CC U71m �'�EDORWELDED) DETAIL'DF DETAIL'DF' DETAIL'DE' &1 DF' DETAIL'DG' ��OTTOM BARS 3'-8" 2'4" 2'-0" PRECAST (2) D4S WIRE (2) No.3 3764 6455 5637 5637 EESCHEDULE f"I 4--a' 2'-8" 2'-4" PRECAST (2) D4b WIRE (2) No.3 2970 4965 4401 4401 4'-2' 2'-10" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 7 ' 4'-4" S-0" 2'-8" PRECAST (2) D4.5 WIRE {21 No.3 2400 4030 3607 E96 NOTES:1. MINIMUM COVERAGE OF STEEL- 1.5' 4'-" 3'4" 3-0" PRECAST (2) D4b WIRE (2) No.3 1966. 3390 3053 2. MIN. BEARING REQUIRED AT EA. END -4" 3. STANDARD FOR REIN F. STEEL - ASTM AL 15 51-8" 4'4" 4'-0" PRECAST (2) D4b WIRE (2) No.3 1193 2290 2085 2085 TYPICALRECESS DOOR HEADER SECTION 51-0" 6'-8" 64" PRECAST (2) D4,5 WIRE (2)No. 4 1764 1763 1578 1578 PRECAST CONCRETE 6'-0" PRECAST (2) D4S WIRE (2) No.4 1409 1409 1188 1267 81-0" PRECAST (2) Dob WIRE (2) No.4 1000 1000 686 903 AACNITECTS FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r � �000000000� BXMDIV. 8e Lom KENSINGTON RESERVE (LOT 116) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000 116R1 PAGE: LINTEL PLAN (QUALITY- PRECAST) ARCHITECT: STATE OF FLORIDA 44? J CANTWELL . AR 12079 DAT /7 /18 s T Ogg . 1 2x12 (n Srn) 1/16' C*5 (TYPi NAIL (3)12d • 6'-S' Or., TYP. 2x 12 BM. HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAX"LIM HEADER SPAN (ice CONNECTOR SCHEDULE _J CONTROL DATE: 01-01-15 8'-0' TO SIMPSON UNA. USP 'V-11 1/2' AND UP NUMBER OF HEADER STUDS DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER 2 META -Ib 1450 HTA I6-18 1400 (1) led x 11/2* I -PLY, (b) 1" 2 -PLT, (1,151": (10) IOd X 1 1/2' . NO lbd OPTION) AT EAG1-1 010 OF WFAMR (2) META -16 - 1995 1900 - !2) HTA 16-18 - 2800 - - - (10) led x 1 1/2' I -PLY, (USP: (10) 10d x 1 112') (14) I6d 2 -1 -LY (USP: NO lbd OPTION) - - - - - HETA-16 1810 - HTA 16 - 1618 - (8) led x 1 1/2' 1 -PLY, (8) 161 2-11LT USP: (10) 10d x 1 1/1', NO 16d OPTION - - HET4-20 1810 44TA 20 1615 (9) I" x 1 I/2' i -PLY, (6)16d 2 -PLT U51'. (10) led x 1 112', NO I6d OPTION x - (2) HETA-20 2035 ZSee - (2) HTA-20 _ - 3170 (10) 10d x 11/1'1 -PLY U6p: (10) led x 1 12' _ _ (12) I6d 2-1-LY(11.161': NO I6d OPTION) Z O LGT-2 2150 LUG7-2 1915 (7) - V4' x 2 1/4' TITEN 2 PLY (IISP= ELK (5) 114' 116, WOOD (16) 10d U) DFTAL-20 2480 NO USP CONVERSION FOR SIMPSON DE7AL-20 (18) - 10d x 1 12, 1 PLY MGT • 3965 MUGT 4000 (1) 5/e" A.T.R. N NIGH STRENGTH EPDXY (MM. 12' EMBED), (22) led TO WOOD (USP: (28) led TO WOOD) HG7-2 • - 19980 HUGT-2 9365 - - CZ) 3/4' AT.R M HIGH $1R£NCsTH EPDX7 (MIN. 12' EMBED), (16)10, 10 WOOD CUSP: WOOp (e) I9d) HGT-3 • - 10530 H1GT-3 9368 - C2) 3/4' At.R IN NIGH STRENGTH EPDXY fMIN. 12' EMBED), (16)10, 10 WbOD (USP: WOOD (8) led) LGT3-SDS29 3285 LU47-3 5330 (12) SDS 1/4'x2 12" TO GIRDER (4) 3/8" x 5' TITEN WP TO WALL (USP: CON-, (4) 3/8' X 5" WEDGE BOLT, WOOD (12) W625 LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA - WALL. 1555 (10) led x I-12' (USP: (IID) led x 1 V2' YGT 4940 NO USP CONVERSION FOR SIMPSON Vr5T (1) 5/8' 4TR IN HIGH STRENGTH EPDXY (MN. 12' EMBED), !16) -SDS 1/4'X3' t0 WOOD (2) vC.T 7185 NO U5P CONYER51ON FOR SIMPSON (2) YGT) (2) 5/e' ATR. IN HIGH STRENGTH EPDXY (MN. 12' EMBED), (32) -SDS 1/4'X3" / 2 PLY M75-12 1000 MTW 12 1595 (14) 1" x 1 1/2' (USP: (14) led x 1 1/2", (14) led) HTS -16 1150 HTW 16 1660 (16) 10d x 1 IZ" (USP: (16) 10d x 1112', (16) led) - HTS -20 1450 BTU! 20 2045 - (24) 10d x 1 IZ' - (USP: (24) 10d x 1 12", (20) 10d) - HTS -24 1450 IHTW 24 2045 (24) led x 1112' (USP: (24) led x 1 1/2', (20) I0d) LSTA-12 ++ 925 LSTA 12 970 00) led U6p: (10) led LSTA-18 •+ 7135 LSTA 16 1360 (14) 10d UAP: (14) led - MSTA-18 ++ 1315 MSTA-16 1315 (14) led U5P: (14) led 0 MSTA-24 ++ 1640 - - MSTA-24 1759 (18) led - - - UsP; (10) led - - - - 0- MSTA-90 +. -2050 - M5TA-30 2140 (22) 10d - - U5P; (22) 10d - - < MSTA-36 a. 2050 MSTA-36 2528 - (26) led - USP. 126) Ica - - - F-. 11`16TI-36 - 3800 - K5TI 236 3050 - - (36) led x 1 V2' - USP. (36) led x 1 1/2' - N MSTI-48 5065 KTSI 245 4250 - (48) led x I V2' - U5P: (46) lOd x 1 1/2' - H6 980 - LFTA 6 1595 (8) 8d TO PLATES, (e) 8d TO STUDS (USP: (16) 8d x I V2', (16) ad) - 6P4 088 SPT 4 948 (b) led x 1 12' 70 $TUD6 U5P: (6)10d x 1 12' TO STUDS A34 390 MP 34 410 (4) Od x 1 12' TO REAM, (4) 8d x 1 12' TO POST. U$P, (4) Od x 1 I2' TO BEAM, (4) 8d x 1 1/2'70 POST. HCP2 645 HHCP 2 1010 (12) led x 1 I/1' USP: (10) 10d x 1 12' TO TRUSS, (10) led X 1 12' 70 PLATE HIDA 1340 RT IAA 2180 (18) led x 1 12' USP: (9) led x 112' 70 TRU59, (6) led X 1 12' TO PLATE YGT 4 44DU4 4665 PHD 4A 47995 - (16) -SDS V4"x3' TO WOOD, 00)-808 1/4'x2 12' W/ THREADED ROD, (2) NUTS/WASHER2 PLY USP: 5/0" ATR MN. 1' EMBED SET IN HIGH STREWTH EPDXY, (10) WSW WOOD SCREWS - VGT 4 HD78 - - 4540 - TOX 10- -- -- 51A0 - - - (16)-505 1/4°x 3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTBN448HE"r-LY USP; 1/8' ATR Mllt T EMBED SET N HIGH STF_=NGTH EPDXY, (4) -118' THRU-BOLTS - ABU 44 2200 6665 PAU 44 2535 6715 (1) 5/6' A.TR N HIGH STRENG714 EPDXY, (MIN. T EMBED.) IN CONCH (II) I6d t0 WOOD USP, SAME 45 SIMPSON ABU 66 2300 12000 PAU 66 2635 138E (ll 9/8" ATR IN HIGH $TRENraTH EPDXY, (MIN. T EMM0.) IN CON-. (12A6d TO WOOD USP: SAME AS SIMPSON LTT19 ••+ 1940 LT'S 19 1205 o) 3/4' A.T.R. IN HIGH StRsw.TH EPDXY, (MN. 1' EMBED-) N GONG, wed t0 WOOD USP: SAME AS SIMPSON Q LTT20B ..• E00 LTO 20B 1106 (1) 12' ATR N HIGH.STRENGTH EPDXY, (MIP. t' EMEIEDJ M CONIC, 06Amd TO WOOD U5P: 3/4' ATR MIN 7' EMBED SET IN HIGH STRENGTH EPDXY, 110) led, (10) 10d x 1117% 2-112' (� Z NTT4 - 4455 - HTi45 4465 - (I) 5/6' MONG N HIGH STRENGTH EPDXY 1016 (MI' EER) IN GONG_ (I8) 5R+19 X 1112'(USP; (20) I6d X Z-12'1 USP HAS MORE NAIL OPTIONS: (Ze)10dN 7MB, (20) 10d x 1-12', (2e) I6d x 2 I/Z' - NT78 - 5090 - HTT45 5430 (1) 5/8' ATR N HIGH STRENGTH EPDXY (MIN. T EMBED,) N CONIC, (26) I6d X 2 12' (USP: (20) I6d X 2-12') U5P HAS MORE NAIL OPTIONS, (2b) led, (267 led x i-12', (20) *d x 2 112' - - HHDQII-SDs 25+ 11,910 UPHD it 12090 (U 1' ATR. N HIGH STRENGTH EPDXT, (MIK IO' EMBEDJ N CONC, (24) S06 A' x A' WOCO SCREWS (U5P: (24) W93 WOOD SCREW.) HD1E 6645 7DX 10 - 5110 - (1) 1/8' AS. IN HIGH STs"rsTH EPDXY, (MIN. 1' EM15ED-) N CONIC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS) N - - MBHA 356/11.25 - 3475 - - 5330 NFM35XVU - - - 3165 1130 - - - SIMPSON, (1) 3/4' AT.R. IN HIGH BTREIYsTH EPDXY, (MfN.6.75' EMBEP 1ENT) IN C.MU. TOP, (1)3/4' ATR N HIGH S'TRE'NGTH EPDXY, (MIN. 6.15' EM6EDMENT) N CML. FACE, (18ADd TO eaAM USP- (1)112' J-50LT W/ MINIMUM 6: EMBED. 4 NOT LE88 THAN 4' FROM EDGE OF CON- W) 3/4' DIA ITW R4MBEt/RED4EAD DYNA BOLT 6LEEVE ANCHOR OR Ea W/ MN 5' EMBED DEPTH "TALLED N THE FACE. - - Wd AT JOIST 0-1(14 LTJ U, HU5C412 (WOOD) 9635 2660 (PLR) - 9265 (ROOF) 4-1118412110 2530 (FLR) 50609225 (ROOF) - - 007 I6d TO HEADER (10) *d TO WOOD _ USP, SAME AS SIMPSON _ Z HUC410 (CMU) isle 5085 tV410 IF 1905 3115 - (16) 1/4' x 2-3/4' TITEN (9 PER RANGE) TO CMU, (10) led TO WOOD, (USP- (IB) 114' x 3' W53 SCREW$, (10) Led TO WOOD. = HUC210-2 (CMU) 1810 - 5989 4,1210-21F 1905 3115 (16) 114' x 2-3/4' TI TEN (9 PER FLANGE) TO CM, (10) led TO WOOD: CUSP: (IB) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD HUC210-3 (CMU) 1510 - 4000 - - HD210-31F - 1905 3118 (15) 1/4" x 2-3/4' TI TET! (9 PER FLANGE) TO CMU, (10) led TO WOOD: (U5P: (18) 1/4' x 3' W93 SCREWS, (10) 10d TO WOOD LGUM26-2-SD5 1430 5599 NO USP CONVERSION FOR SIMP50N LGUM26-2-506 (4) 3/5'x 4' TITEN HD ANCHORS (2 PER PLANGS) 10 CMU, (4) V4' X 2 12' SDS SCREWS TO WOOD HIGH STRENGTH EPDXY - SIM -80N 'BET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. - - • WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE vEletICAL CELL IN CML. WALL MUST 5E FILLED SOLID w/ GROUT - led COMMON NAIL$ CAN BE SUBSTITUTED WITH led x 112' NAIL$ N CONJUNCTION WITH A 2391. REDUCTION IN THE ALLOWABLE LOAD. WITTEN APPh'OYAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. - - - - - - <n +++ MINIMUM EMBEDMENT INTO THE TOP OF A BCNDBEAM WILL BE 5', MIND -U-1 EMBEDMENT INTO THE FOUNDATIo1 WILL BE T W F— 0 A.T.R. - A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. YARIES) Z BECAUSE Cr THE WIDE YARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AMECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. - - - - - WHEN USING STAINLESS STEEL CONNECTORS, USE STAN -900 STEEL FASTENERS, WHEN USING zmAX / HDG GALYANIxED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN IN DIYIDUAL B4845 AND MUST HAVE WRITTEN APPROvAL FROM THE ARCHITECT/EWsINEER OF RECORD PRIOR TO USE. ALL CONNECTOR YALUES BASED ON SIMPSON 91K000 CONSTRUCTION CONNECTOR$ C-2013'. 'HIGH WND-RESISTANT CONSTRUCTION C-1-11109, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-SA5-2012. 2x12 (n Srn) 1/16' C*5 (TYPi NAIL (3)12d • 6'-S' Or., TYP. 2x 12 BM. HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAX"LIM HEADER SPAN (ice UP TO 8'-0' TO 81-0111 UNA. W-11 1/2" 'V-11 1/2' AND UP NUMBER OF HEADER STUDS 8UF1m0WIWs END OF HEADER 1 2 3 NLMWR OF FULL LENGTH STUDS 2 AT EAG1-1 010 OF WFAMR 1 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 BYTRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE ARCHITECTS FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �II'I'll"I \000000000 StMDIV. 8e LAT: KENSINGTON RESERVE (LOT 116) MO DEL: LARGO (VERSION#01) PROJECT#: 2997.000 116R1 PAGE: FIRST FLOOR FRAMING PLAN ARCHITECT: STATE OF FLORIDA Mqy©� ZVI$ JAMES ANT MBS AR NO 120799 DA /7/18 € C : fy' 4„-1, _ 0” SEMET qOF9.11 I� I� - - MAX"JM HEADER SPAN (FL) CONNECTOR SCEDV LA._J - - - CONTROL DATE: 0l-01-15 5'-01 TO SIMPSON U'N'O. USP 1'-11 1/2' AND UP NUMBER OF HEADER STUDS DES. UPLIFT GRAVITY DES. UPLIFT GRAVIT1fl0)I0d.IIn'I-PLY, FASTENER 2 META -16 1450 NTA I6-1$ 1400 (1) 10d x 1 112" I -PLY, (6) l6d 2 -PLT, (USP: CIO) 10d X 1 1/2' - NO Ibd OPTION) AT EAG -4 END OF HEADER (2) META -16 two (2) HTA 16-18 2800. (USP: (lo) loci x 1 V2') (14) Ibd 2 -PLT (USP: NO Ibd OPTION) 11 HETA-16 1810 HTA I6 1615 (w I" x 1 1/2. 1 -PLT, (a) Ibd 2 -PLT USP: (101) 10d x 1 1/2', NO 16d OPTION C�1 HETA-20 1810 NTA 20 1618 (9) 10d x 1 I/2' 1 -PLY, (8) 161 2 -PLY USP. (10) 1061 x 1 1/2', NO 1Gd OPTION w (2) 4 -VA -20 _ 2035 2500. (2) PTA -20 37-to (10) IOd x 1 12' 1 -PLY - USP: (10) 10d x 1 1/2' - (12) 16d 2 -PLT - - (USP: NO Ibd OPTION) Z O LGT-2 2150 LU&T-2 1515 (1) - 1/4' x 2 1/4' TITEN 2 PLY (U51*- HLK (5)114' LLB, WOOD (16) 10d 0 PETAL -20 2480 NO USP CONVERSION FOR SIMP50N DETAL-20 (18) - 104 x 1 1/2, 1 PLY MGT . 3965 MUGT 4000 (1) 5/5' A.T.R. IN HIGH STRENGTH EPDXY (MN. 12' EMPEp) 02) IOd f0 WOOD (USP: (29) lod TO WOOD) HGT-2 • 10980 HUGT-2 9365 (2) 3/4' AT.I¢ IN HIGH STRENGTH EPDXY (MIN. IY EMBED), (16) loci 10 WOOD (USP: WOOD (8) lod) - HGT-3 . 10530 - - HUGT-3 - - 9365 - (2) 3/4' A.T.R. IN NIGH STRENGTH EPDXY (MIN. 12" EMEED), (I6) tOd TO WOOD -(USP: WOOF (8) 1061) - - II LGT3-SPS25 3285 -. - LU47-3 - -. 5330 - (12) SPS V4'x2 1/2' TO GIRDER (4) 3/8' x 5' TITEN Hp TO WALL .(USP: CONC. (4) 3/8' X 5" WEDGE BOLT, WOOD (12) 111525 LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA WALL 1555 (10) IOd x 1-12' CUSP: (10) IOd x 1 12' VGT - 4540 - NO USP CONVERSION FOR SIMPSON VGT (1) 5/a" A.TR IN HIGH STFVNGTN ET OXY (Mn 12' EMBED), !16)-bDS 1/4'X3' TO WOOD- - - II (2) VGT 1185 NO USP CONVERSION POR SIMP50N (2) YGT) (2) 5/8' A.TR IN NIGH STRENGTH EPDXY (MN. 12' EMBED), (32) -SDS 1/4'X3" / 2 PLY M75-12 - 1000 - MTW 12 - 1595 - (14) 10d x 1 1/2' - (USP: (14) 10d x 11/2", (14) 10d) HTS -16 - - 1150 HTW 16 - - 1660 - - (16) 10d x 1 12' - - (USP: 06) lod x 1 1/2', (16) hod) - - = WTS-20 1450 HTW 20 2045 (24) 10d x 1 1/2' (USP: (24) 10d x 1 12', (20) low I HTS -24 1450 HTW 24 2045 (24) lIDd x 1 12" (USP: (24) 10d x 1 1/2', (20) lod) LSTA-12 » 925 L5TA 12 I -To 110 1I" USP: (10) IOd LSTA-15 .. 1235 LSTA 18 1360 (14) 10d USP: 04) 10d I MSTA-18 .• 1315 1 1315 (14) 1" USP: (14) 1061 N M5TA-24 •, 1640 - META -24 - - 1750 - - (18) 1061 - - USP; 08) loci - - M6TA-30 « 2050 M5TA-30 2140 (22) Iod - U5P. (22) IOd Q iz MSTA-36 .+ 2050 MSTA-36 2525 (26) lod USP. (26) loci F- M$TI-36 3600 KSTI 236 3090 (36) 10d x 1 V2' USp. (36) 10d x 1 1/2' Q 1`15TI-48 5065 KTSI 248 4250 (48) loci x 1 1/2' USP. (48) lod x 112' 1 950 L; --TA 6 1535 (5) ad TO P'LA1E5, (9) ad TO STUDS CUSP: (16) ad x 1 1/2', (16) ed) - 361142' GP4 a" aPT 4 145 (6) lod x 1 1/2' TO STUDS USP: (6) loci x 1 12' TO STUDS TRUSS TO 4x4 POST A34 395 MP 34 410 (4) ed x 1 12' TO BEAM, (4) ed x 1 1/2' TO POST. USP. (4) ed x 1 12' TO BEAM, (4) 8d x 1 12' TO POST. HCM 64a Hi 2 1010 (12) 1061 x 1 1/1' USP: (10) I0d x 1 12' TO MOO, (10)10d X 1 12' TO PLATE WI 14TT-4 HIDA 1340 - RT I&A 2180 (18) lod x 1 U2' USP: (1) 10d x 1 1/2" TO TRUSG, (8) 10d X 1 112' TO PLATE - _ _ _ VGT . HDU4 4565 PHO 4A 4535 (16)-Sp8 1/4"x3' TO WOOD, (10)k -6081/4'x2 12' W/ THREADED ROD, (2) NUTS/W49HER/2 PLT USP. 5/8' ATR MIN. 1" EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS A03 VGT . HD1B 4340 TDX IO 5110 (16)-605 1/4"x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSALIASHER/21PLY USP+ 118' ATR MIN T' EMBED SET M HIGH ETRE 71-1 EPDXY (4) 1/8' THRU-BOLTS ABU 44 2200 6665 PAU 44 - 2535 6715 (U 5/a° ATR IN HIGH STRENGTH EI -OXT, (MIN. 1' EMBED) IN CONC. (12) tbd TO WOOD USP: SAME AS SIMPSON - ABU 66 2300 12000 PAU 66 2535 13815 (1) 5/8' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED) IN CONC. (12JIbd TO WOOD USp. SAME AS SIMPSON LTT15 1940 LTS 19 1205 (1) 3/4' AT.R M HIGH STRENGTH EPDXY, (MIN. 1' EMSEp-) M GONG, (BAOd TO WOOD USP: SAME AS SIMPSON O _ 1-77205 600 LTG 205 1105 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, CMN. 1' EMBED) IN CONC, (I0)wd TO WOOD USP: 3/4' ATR MN T' EMBED GET N HIGH STRENGTH EPDXY, (10) 10d, (10) I0d x 1 12', 2-1/2' (� Z WTT4 4455 }-M45 4465 - (U 5/9' A.T.R. N HIGH STRENGTH EPDXY (MN. 1' EMEiED) IN CONC- (15) 50"10 X 1 1/2' CUSP: (20) 16d X 2-1/29 UaP HAS MORE NAIL OPTIONS: (20) lod, (20) lod x 1-12', (20) Ibd x 2 1/2' Q HTT5 Soso HTT45 5430 - (1) 5/5" A.TR N HIGH STRENGTH EYOXT (Mn 1" EMBED,) N CONC- !26) 16d X 2 12' (USP. (20)16d X 2-12') U5P HAS MORE NAIL OPTIONS, (28) 10d, (28) 10d x I -I/2', (20) 16d x 2 12' HHDQII-SDS 254 11810 UPHD N 12090 (1)1' ATR. N HIGH STRENGTH EPDXY, (MN. IV' EMBED.) IN CCNC., (24) SDS Y{- x b5' WDOD SCREWS (USP, (24) W93 WOOD SCREWS) HD1R 6645 - TDX 10 - 5110 (1)1/8' AE. IN HIGH STIRENGtH EPDXY, (MK 1' EM5ED-)M CONC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4)1/5'501-15) -- V) MHA 3.56/11.25 - 3475 - 5330 - Ni -- 3165 - 1130 - 81MP15CAN, (1) 3/4' A.T.R. N HC44 E.TRENGTH EPDXY, (MN. 6.15' EMBEDMENT) IN GM.U. TOP, (U 3/4' ATR N HIGH STRENGTI-I EPDXY, (MIN 6.15' E" ISEOMENT) N Cl -W. FACE, (18169.1 TO BEAM USP: (1) 1/2' J -BOLT UU MINIMUM 6: EMBED. < NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW - - RAMSET/REDHEAD OYNA BOLT SLEEVE ANCHOR OR Ea W/ MIN. 5' EMBED DEPTH INSTALLED N THE FACE. ( T JOIST IX W C 7 HUGC412 (WOOD) 9695 2660 (PLR) U4194T11F 3265 (ROOF) - 2530 (PLR) 3060 9225 (ROOF) (IO) Ad TO HEADED„ (I0) 1661 TO WOOD USP, SAME A5 51Mp50N - - Z Q HUC410 (CMU) 1810 5065 H -i IF 1905 3115 - (18) 1/4' x 2-3/4' TITEN (9 PER i TO CMU, (10) IOd TO WOOD: (USP Ni 1/4' x 3' W53 SCREWS, 00) lod TO WOOD. = HUC210-2 (CMU) 1810 - 5085 - H0210-211 19o5 3115 (16) 1/4"x 2-3/4' TITEN (9 PER RANGE) TO CMU, C10) IOd TO WOOD: CUSP: !18) 1/4' x V11153 SCREWS, (IO) ICd TO WOOD Aft HUC210-3 (CMU) 1810 4000 H0210-311 1905 3115 (15) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (1o) lod TO WOOD: (USP: (15)1/4'x 3' WS3 SCREWS, (10) lod TO WOOD LGUM26-2-SDS 1430 5895 NO USP CONVERSION FOR SIMP60N LGUMSDs26-2- (4) 3/6' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 21/21 SDS SCREWS TO WOOD - HIGH STRENGTH EPDXY . 51r -Ii 'OET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD POR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR UBP - CIA ADHEGIYE ANCHORIWa SYSTEMS. ul . WHERE ANCHOR EMBEDMENT IG GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID W/ GROUT- .. 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS N CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. - - - - (n ... MINIMUM EMBEDMENT INTO THE TOP Cr- A BONIDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' W f-' ATR • A-307 ALL THI £AD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. YARIES) - - - - - - - Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATION5, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST 5E RE51PONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USEp. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. U 4EN USING IMAX / NIX, GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDMDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECVEMWINEER OF RECORD PRIOR TO USE. - - ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013', 'HIGH WIND-RE515TANT CONSTRUCTION C-H)O9, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-5AS-2012. 2x12 (02 SYP) NAIL (3) 12d 6 6'-8' Or... TYP. 2x 12 HM. f HDR. ® ENTRY MINIMUM WALL AND WEADIE STUD RE-EQUIRrEMIENTS MAX"JM HEADER SPAN (FL) UP TO 5'-01 TO g1-0" U'N'O. W-11 1/2' 1'-11 1/2' AND UP NUMBER OF HEADER STUDS 77� SUPPORTINCs END OF HEADER 1 2 3 Nl. INR OF FULL L3=WzTH STUDS 2 AT EAG -4 END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32° ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF 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 1'4° MIN. FROM 2ND. FLR. LINE = 802 _ _ _ = DBL. STUD 1 r -.A R C N I T E C T S ..-) FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r 3 3 3 t: C DS � 77� - , DS G11 � � 11 11 II II 11 1 ! C�1 II II II 11 II 1 II 11 II II II II II II II II I II II (2) 2X8 SYF*2 NPR V GJ3 = II II II II 11 II II II 1 II p \000000000 = Cil 4X4 POST a0M II II II II II I II mm 41 = II 11 II II II 11 I II II — _ TRUSS TO HDR WI I — J --AA _ _ — L�—L_ _ � _ _� amt MIR. K�DR To 4x4 PosT W✓ I I Q MSTA-18 MST TO 4X4 BLKGL W/ - 361142' _ _ _ _ - - = A02 (I) MSTA-30 PST OR 5LKGC& TO CMU TRUSS TO 4x4 POST I ATTIC I ACCESS I WI 14TT-4 V (2) MTS -12 = _ _ _ _ - - — - - - A03 MST TO 4X4 BLKCs. - UY (U MSTA-30 POST OR BLKS. TO = _ _ _ _ - - - _ _ _ = A04 CMU W/ NTT -4 Aft - - - - Aft - ul 1-i a A05 A03 TRUSS TO US POST TRMS TO 4X4 POST W/ (2) MTS -12 _ _ _ _ _ _ _ _ _ = A02 W! (2) MTS -12 POST TO CMU 1w `r POST TO 4X4 5LKC: 14TT-4 W/ (1) MSTA-30 IIS70 _ P03t OR BLKGr& TO CMU WV 4TT-4 _ = 10cis GJ — 11 II I IIII �I = 802 _ _ _ = DBL. STUD 1 r -.A R C N I T E C T S ..-) FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �"I'II"II \000000000 sxmDIV. & LJOT: KENSINGTON RESERVE (LOT 116) MODELJz LARGO (VERSION#01) PROJECT#: 2997.000 11FR1 PAGE: SECOND FLOOR ROOF FRAMING PLAN DA : `'.: /18 sC :1/411=1'-0" 31493ET op 9 . 1 2x STUDS PER GENERAL NOTES SHEET (GN), SECTION TIMBER, NOTE 21. PRE-ENGINEERED FLOOR TRUSS SECURE PER FRAMING NOTES TRUSS SUPPORTED BY 2x6 LEDGER SECURED TO TRUSS W/ 3/8'x4' LAG SCREWS a Ib' O.G. MAX a GARAGE WALL RECESSED LINTEL m EXTERIOR GL PRE -ENGINES STRAPPING F 10'-8 J' 2ND. FIN. FLR 9'-4' 5R3. H P.T. Ix2 W/ MTL 2x6 SUES-SANI (2) 2x12 HDR ARCH CROUIN ARCH SPRINGI vF- 1 -VMI ZyM1 IVII V`4./ -Y\ ENTRY SE SCALE.- 3/4' x 1'-0' ON DETAIL CA R C H I T E C T S -) /_ Design FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r \DOOOODOOOJ sxmDIV. & LrOT: KENSINGTON RESERVE (LOT 116) MODEL LARGO (VERSION#01) PROJECT#: 2997.000/116R1 PAGE: ENTRY SECTION DETAIL aRC-irrECr. STATE OF FLORIDA Mgyp� Tp1e JA��E3 AR 12079 DAT/7 /18 9C .,144"=1'- 0" SH&MT /U OF9.1 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: SANTA ROSA MODEL IIATERWDOF OUTLET LOAD INFORMATION VA 2174 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 6,622 (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) DMHIIASHER 4000 (1) CLOTHES DRYER 10000 (1) DBPOSAL (1/3 HP) 246 200 SUBTOTAL OF GENERAL LOAD 47.760 FIRST 10 XVA OF GENERAL LOAD AT 1009E 10000 REMAINDER OF GENERAL LOAD 0 40x= 37,768 VA z (.4) 15,107 TOTAL NET GENERAL LOAD 25,107 5—TON HEAT PUMP#! 30 AMP X (240 VA) = 7200 e o11TLET 5—KW ELECTRIC HEAT 5000 VA z (65X) 3250 FLOOD LIGHT NET GENERAL LOAD M107 NET TOTAL HEAT 10,450 TOTAL LOAD MM CALCULATED LOAD FOR SERVICE 35.557 VA / 240 V— 14&16 200 AMP SERVICE OUTLET BANIG NXVA YOLTAGE: '1620/13200-240/4MV SERVICE: SINGLE PHASE TYPE: AVAILA5LE INITIAL SYM"IETRICAL FAULT CIRCUIT AT SECONDARY SIDE& (120/240 VOLTS) MAXIMUM FAULT CURREXT: 13990 amps POWER COMPANY TRANSFORMER SERVICE 5Y OTHERS CsRADE LINE 200 AMP ELECTRICAL RISER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICA5LE PROVISIONS OF THE NATIONAL ELSQ CODE. LOCAL CODES, AND TM LOCAL POWER CO. INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS F R0,A05 04 TW44Al-" COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE, IF PVC 18 USED THERE IS NO 15ONDAGF40 ND TO COLD WATER PIPE. (3) • 1 TON -N/ 14UN COPPER CONDUCTORS, IIATERWDOF OUTLET [U a 6 THHN/THWN COPPER CsROIND IN 2" CONDUIT. r . I NEMA 3R ELECTRICAL LEGEND I 200 AMP VE=NT FAN W/ LW SYMBOL 120/240 NOTES C4VM5O VOLT 42 GU= DISCONN2CT CIRCUITS M AND METER :.MLOLO �11°I°FD W/ aR7lAD MILT NtEar�e traw�e aEEST�wr CAN 200 FVONE / DATA CABLE / TV CEILINGS flOLK l=D LiGFIT WEATHER WEATHER EarmuvGROW FALT Ntl WMR (rxt� W 0 � W PROOF BOX PROOF BOX CsRADE LINE 200 AMP ELECTRICAL RISER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICA5LE PROVISIONS OF THE NATIONAL ELSQ CODE. LOCAL CODES, AND TM LOCAL POWER CO. INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS F R0,A05 04 TW44Al-" COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE, IF PVC 18 USED THERE IS NO 15ONDAGF40 ND TO COLD WATER PIPE. j__ UIP CFIkmwmmzw VES LOC. E>� IIATERWDOF OUTLET W" ELECTRICAL LEGEND VE=NT FAN W/ LW SYMBOL DEFINITION NOTES u�' q6Qaflorl $4 GU= 4auuar ape�ATloft 0 DFMER am= DISCONNECT N®V O11T1.i:t �11°I°FD W/ aR7lAD MILT NtEar�e traw�e aEEST�wr 241 MOLL SCONCE PRE -WIRE V RJIORESC1:�tt y,( �-C CEILINGS flOLK l=D LiGFIT PANEL 1161VFLOOR EarmuvGROW FALT Ntl WMR (rxt� W 0 � W BTRIJGTUF�D 112RE P*, EL hJ, VAF OR FROOF RECESSED CAN MEI e o11TLET TME) 4 FLOOD LIGHT wy SWTTCI ED Eaurm w oRAM M? Ntr�al�tt�e n� �t�tt OUTLET flan) IVVGFI OUTLET EarmuuapawPALT NMWM Rxree Frot wr trrt� 220V OUTLET 4 VEE: Gt' WON EXTERIOR j__ UIP CFIkmwmmzw VES LOC. 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AR NO 12079 ELEVATION -C NOTE: DATE /7 /1 S -PHONE OUTLETS 4 TELEVISION JACKS TO BE BIC :174 "=1'-0" DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS SHtET ARE TO BE ARC FAIILT AND TAMPER RESISTANT TYPE 9 OF 9.1 D DIWTAL KEYPAD WATER NEATER �LJJ DISCONNECT AIR CCND. 015CCNW-CT TELEVISION JACK WsENCY {� LK�F1tNG - `©�� IRST FLOOR ELECTRUCAL PLAN�, :ALE: 1/4= V-0'... AR NO 12079 ELEVATION -C NOTE: DATE /7 /1 S -PHONE OUTLETS 4 TELEVISION JACKS TO BE BIC :174 "=1'-0" DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS SHtET ARE TO BE ARC FAIILT AND TAMPER RESISTANT TYPE 9 OF 9.1 I LEGEND DEFINITION NO�s 8 lov �, EQrFW V QIe011�D MLT (T� AC rEECTRICAL � Tmw flavRDD Ball M V GROW FAULT OI1tLETn®v sWtcww w � #'MU.T xmmmrtA vwlE6 Tm ouw TIm) lvvv bFl Lair W aAawMLr WrNQPM RAMMt*f Cuw TITS) 2w ommt 4 WFS COHNIMN WATERPROOP OJtL7`'T 61111MIOWMI 3 3 IUAY Q�9FA110N $4 SWt0I O arcPeeanat DIMER SW= WALL MOUNTED LfGF+t WALL WZNC.E FW41IRE CmNrj hIOUM LW RECESSED CAN O, VAPOR MOP RECESOW Cm e VW FAN .000vv0000, VW PAN V C LW 24' LW STRIP 4W LK+FIT STRIP O NOI2ESCJ T Noir AFVJ W 24' RaORESCrLNt V KSORESCENT ® PAIM STRLIGIUW WIRE PANEL IRS METfR a� MONOXIDE T OKOKE i CARBON MOMOD IDE Dk'TWOR COml3o PENDANt LW QTELMMJACK 4 GAS CUTLET CEILING PAN e FWW k A=MMMw LW 0= KMS Ab l= FOR Q J-80Dc elrrholerED K AcooNna� � Boar MAIM AS OUN Foe hysom PIQE-WRI= FLOOD LW SECURITY SYSTEM KEYPAD Q DIGITAL KEYPAD WATER WATER Disc becT AIR: GOND. u DISCONNECT M.EV6104 JACK � k DOOR Ci�iM UTLETS 4 TELEYISION JACKS TO BE DETERMINED BY BUILDER / HOMEOINER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE Design Group Inc. FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r � X1111111111 .000vv0000, BXMDrv. & LrOT: KENSINGTON RESERVE (LOT 116) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000 110R1 PAGE: SECOND FLOOR ELECTRICAL PLAN nRcHrrEcr• STATE OF RaRIDA k4' y0 - ?pjy JAWE3 AR 12079 DA /,15"/,7/18 sC :1/4"=1'-0" S ET .10. 9.1 SHINGLES OR TILE (PER BLDR) REFER TO DETAIL 102 FOR GABLE NOTE: NOTE: X -BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED OVER *30 FELT PAPER (OR APPROVED EQUAL) TO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION RW5 OF THE FBCR, RE -ENGINEERED �, 1 6TH EDITION (2011) BLE S ROOF TR DO NOT EXCEED DO NOT EXCEED C 8' CMU BLOCK 8' CMU 5LOCK—F] OVER ROOF SHEATHNG (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES z' DRYWALL" DRYWALL WINDOW DOOR JAMB METHOD PER 'NAILING SCHEDULE' AT FIRST (2) BAYS P.T. Ix4 or a'x4' MIN. P.T. Ix4 or 'x4' MIN. OW/ (4 -@ O.C. g SHEATHING SEAMS) (SE WINDOW/DOOR J4M13 IBLOCKINGs Ix4 or 1x2 P.T. NAILER (E wiNDOwiDOOR Darr5Locar 1x4 or 1x2 P.T. NAILER BLOCKING FASTENER METAL DRIP EDGE FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 2x6 SUB -BAN DOOR cas1NG SCHEDULE tIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x t0 STRUCTURAL VENTED ALUMINUM SOFFIT OVER 4'-10" HIGH IATT'A DOOR TO / WINDOW MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW t , TEXTURED CEMENTITIOUS COATING MIN. (AS PER TRUSS ENGINEERING) BL (ATTACHED t0 BLOCKING P.T. lx4 or 4 x4 MIN: cEm (PER ASTM 0926) OVER PAPERBACK PER MFR'S SPECIFICATIONS EACH END and 18' O.C. MAX PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED EGURE P.R. 2x8 2 BLOCK wl Y' x 9' ll) ' TAPCON (MIN. EMBEDMENT 1 1 i) 2 -LAYER WATER RESISTANT BARRIER, OVER PER PLAN � ANCHOR BOLI w/ 2' WASHER, SER IN �� " � � � � WINDOW TO BLOCK + 3 8 FROM EACH END and 18 O.C. MAX WALL SHEATHING (TYPE AND ATTACHMENT SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+ 4 Or + 4 } ( } METHOD PER "NAILING SCHEDULE' lb' MIN. EMBEDMENT 32' O.C. MAX) DOOR JAMB TO BLOCK (+4" or +9/4 DOOR JAMB TO BLOCK +3" (1 ' (1) DRIVE PIN, 8 FROM EACH END and SECURE GABLE TO 2x8 P.T. PLATE 6 18' O.C. MAX w/ 12d NAILS 6' O.C. MAX 4A SCALE: r=r-m' 4E '-'- ' MIN. SHANK SIZE .145 SCALE: MIN. HEAD SIZE 300 7B ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT 14 TRUSS w/ (2)12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED 6 MID -POINT OF TRUSS SPAN NOTE: NOTE: ' TEXTURED CEMENTITIOUS or 10'-0' O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: CEO COATING MIN. (PER ASTM TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (l) 3' C926) OVER CM ATT OR BLOWN -IN INSULATION DO NOT EXCEED ' DO NOT EXCEED ' F TAPCON (R VALUE PER ENERGY CALCS) (MIN. EMBEDMENT 1 4) 8 FROM EACH $" GYPSUM BOARD OR J' HIGH STRENGTH 8' CMU BLOCK END and 6 18' O.C. MAX CEILING BOARD ' DRYWALL 8' CMU 5LOCK 1N or ONG. FILLED U -BLOCK w/ ll) *5 F.T. 2x 2 DRYWALL (1) DRIVE PIN, 8' FROM EACH END and 1 BLOCK WALL SECTION GABLE ROOF (SEE WINDOUVOOR JAMB 5LOCKING Ix4 or 1x2 P.T. NAILER P.T. or 4'x4" MIN. 1x4 or 1x2 P.T. NAILER 6 16' O.C. MAX CONTINUOUS REBAR SINGLE STORY SCALE: 3/4'=1'-0' FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SFE WINDOW/DOOR JAMS 5LOCKINCs OSB (4' WIDE MIND MIN. SHANK SIZE .145 FASTENER SCHEDULE FOR AttACHMi:Ttt MIN. HEAD SIZE 3@@ DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL ODOR CASING r" MIN. EMBEDMENT 1 SHINGLES OR TILE (PER BLDR) (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW PER MFR'S SPECIFICATIONS EACH END and 6 IS' O.C. MAX (ATTACHED t015LOCKING OVER *30 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: C�iKl INSTALLED PER SECTION RW5 OF THE FBGR, NOTE: SECURE TO BLOCK w/ (2) TAPCONS 6TH EDITION (20I1) / WINDOW TO BLOCK (+1 4 } STRUCTURAL 2x MUST BE ON OUTSIDE t SECURED (MIN. EMBEDMENT 149 8' FROM EACH OVER ROOF SHEATHING (TYPE ARID ATTACHMENT DOOR -JAMB TO BLOCK {+1 4"} THROUGH NON-STRUCTURAL MEMBER (lx or 6' OSB) END and -8 18' D.C. MAX METHOD PER 'NAILING SCHEDULE' 4 B SCALE: �'=��_0" w/' TAPCON MIN. i" EMBEDMENT INTO BLOCK or (2) DRIVE PINS, 8'. FROM EACH END and RE -ENGINEERED ROOF TRUSS 6 18' O.C. MAX EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 16"} MIN. SHANK SIZE .145 (PER PLAN) (R -VALUE PER ENERGY CALCS) NOTE:7 MIN. HEAD SIZE 3@@ DOOR JAMB TO BLACK {+3 /6 } SHIM AS NEEDED 4F SCALE: r=r-m' MIN. EMBEDMENT 1 TO PLUMB JAMB. METAL DRIP EDG "GYPSUM BOARD OR �' HIGH DO NOT EXCEED 4' 2x6 SUB -B $ P.R. 2x8: ®� STRENGTH CEILING BOARD 8 U B CMLOCK SECURE TO BLOCK w/ (2) TAPCONS VENTED ONC. FILLED U -BLOCK w/' DRYWALL NOTE: (MIN. EMBEDMEN71') 8' FROM EACH ALUMINUM SOFFIT (1) 05 CONTINUOUS REBAR P.T. 2x Ix4 or 1x2 P.T. NAILER SHIM AS NEEDED END and tv 18' O.G. MAX /PER PLAN (SEE WINDOW/DOOR JAMB BLOCKING RECAST LINTEL 1• TO PLUMB JAMB. or FASTENER SCHEDULE FOR ATTACHMENT OSB (4 WIDE MIN.) DO NOt EXCEED (2) DRIVE PINS 8' FROM EACH END and WINDOW (PER PLAN), (SIZE AND REINFORCEMENT � : ATTACHMENT PER MFR. PER PLAN) DOOR JAMB / WINDOW DOOR CASING 4� 18' O.C. MAX SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SWANK SIZE .145 PER MFR'5 SPECIFICATIONS DRYWALL MIN. HEAD SIZE 300 NOTE: P.T. Ix4 or 4'x4' MIN. 1x4 or 1x2 P.T. NAILER MIN. EMBEDMENT 14' (SEE WINDOWCOOR JAMB BLOCKM P.T. Ix (4' WIDE MIN.) STRUCTURAL 2x MUST BE ON OUTSIDE t SECURED FASTENER SCHEDULE FOR ATTACHMENT ALL INSULATION THROUGH NON-STRUCTURAL MEMBER (lx or �' 055) DOOR CASING PRECAST OR POURED IN (R -VALUE PER ENEMY CALCS) SECURE 2nd 2x t0 STRUCTURAL P.T. f2) 2x4: PLACE SILL (PER BLDR �" w/ 3` TAPCON MIN, i' EMBEDMENT INTO BLOCK MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1)' TAPCON GYPSUM WALL BOARD EACH END and a 18' O.G. MAX - (ATTACHED TO BLOCKING (MIN. EMBEDMENT 149 8' FROM EACH ' TEXTURED CEMENTITIOUS I) S REBAR VERTICALLY INPER MFR'S SPECIFICATIONS) END and 6 18' O.G. MAX COATING MIN. (PER ASTM GONG. POURED CELL WINDOW TO BLOCK C+1 19/16)1) or C1326) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 1%s"} STRUCTURAL (1) DRIVE PIN, 8' FROM EACH END and 8° CM STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED � 18' O.C. MAX " P.T. FURRING STRIPS f 16' D.G. 4C SCALE: I'=1' -m' THROUGH NON-STRUCTURAL MEMBER (lx or i' OSB) MIN. SHANK SIZE .145- w/ ° TAPCON MIN.1 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 D BASE MIN. EMBEDMENT 1' NOTE: WINDOW TO BLOCK {+3 /16 n SHIM AS NEEDED , . a. TO PLUMB JAMB. DOOR JAMB TO BLOCK {+3 4s } P.T. (2) 2X6: ° ONCRETE SLAB 4G SECURE t0 BLOCK w/ (2)1' TAPCONS . DO NOT EXCEED �' SCALE: 1'=r-®' � 4 . (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 14") 8 FROM EACH a 4° r • AND REINFORCEMENT) 8' CMU BLOCK END and 6 18' O.C. MAX XTERIOR WALL FOOTING DRYWALL UPLIFT UP TO IIrtS Ib or (SEE FOUNDATION PLAN FOR SIZE P.T. . 2x Ix4 or 1x2 P.T. NAILER (2) DRIVE PINS, S' FROM EACH END and BLOCK WALL SECTION — HIP ROOF SIMPSON WT520 w/ (1@)1@d NAILS TO TRUSS t , 2 AND REINFORCEMENT) (SEE WINDOW/DOOR Jame eLocKIN� P.T.Ix l4' WIDE MW (4) 18 O.G. MAX SINGLE STORY SCALE: 3/4'■I'-0' FASTENER SCHEDULE FOR ATTACHMENT (4) J'X2 ' TAPCONS INTO BOND BEAM 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 MiK EMBEDMENT 1 BATT INSULATION ADHERED TO CEILING" GYPSUM BOARD OR ' HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,35@ Ib BEAM BOARD (R -VALUE PER ENERGY CALCS � STRENGTH CEILING BOARD NOTE: (2) SIMPSON HT620 EACH SIDE OF TRUSS w/ f1@) Imd NAILS t0 TRUSS 4 (4) 4'X2 4' TAPCONS P.R. (2) 2x8: STRUCTURAL 2x MUST BE ON OUTSIDE � SECURED INTO BOND BEAM SECURE t0 BLOCK w/ (2) 4' TAPCONS THROUGH NON-STRUCTURAL MEMBER (lx or J' OSB) for EQUIVALENT INSTALLED PER MFR'S SPECS (MIN. EMBEDMENT 149 8' FROM EACH w/ TAPCON MIN. I' EMBEDMENT INTO BLOCK END and 6 18' O.G. MAX OPENING 22'x 30' MIN. » TAPCONS MIN. or OD CASING AT SIDE WINDOW TO BLOCK (+2 /4 ' COVER (2) DRIVE PINS, 8' FROM EACH END and ) 2 3 ATTIC ACCESS AIR SEAL GASKET BETWEEN DOOR JAMB T BLOCK (+2 4 2' APART 6 18' O.C. MAX " _ M«�. SHANK SIZE .145 } TRUSS ANCHOR RETRO—FIT FIT 9G4LF: V.S. WOOD CASING 4 GYP.. 4D r0 MIN. HEAD SIZE 300 BOARD (TYP) SCALE: r=c-®' SCALE: N.T.S. MIN. EMBEDMENT 114 A R C H I T E C T S -) Design Group inc. FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 -911 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 116) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/116R1 PAGE: SECTIONS/ DETAILS ARCHITECT. STATE OF FLORIDA 44? JAMES AIV'I"IIIIELL AR 12079 DAT : /7/18 sc SH ET �ovoov0000, -911 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 116) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/116R1 PAGE: SECTIONS/ DETAILS ARCHITECT. STATE OF FLORIDA 44? JAMES AIV'I"IIIIELL AR 12079 DAT : /7/18 sc SH ET NAILING SCHEDULE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK 8d ROUND, MODIFIED OR T 2 fe' .131 ROOF DIAPHRAGM - ASPHALT SHINGLE RING 2x LBW (STUD SIZE, SPACING PRE-ENGINEERED PRE-ENGINEERED X6' O.S.B. or X' CDX PLYWOOD - 8d RING SWANK GUN NAILS 6 4' O.C. � SUPPORTED PANEL t LOCATION PER PLAN) ROOF TRUSS 8001= TRUSS EDGES AND ed RING SWANK GUN NAILS 19 6' O.C. tv INTERMEDIATE SUPPORTS. SEE DETAIL. , ROOF SHEATHING TO GABLE END FRAME USE 8d RING SWANK GUN NAILS a 4' O.C. EDGEWISE. ECURE 2x TO CMU w/ (3)Y' x 9' 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. 4 : ANCWOR BOLT w/ 2' WASHER SET IN SIMPSON OR USP WIGW OUBLE TOP PLATE TO STUD -------DOUBLE TOP PLATE TO STUD ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL STRENGTH EPDXY l6 MIN. w/ SIMPSON SP4 (USP SPT4) w/ SIMPSON SP4 (USP SPT4)6 EMBEDMENT) 31' O.C. MAX 6 32' O.C. MAX CDX EXTERIOR PLYWOOD or 1%2' APA -RATED O.S.B. (AS PER MANUFACTURER'S a 2x STUDS 6 16' O.C. MAX 2x STUDS -8 16' O.C. MAX INSTALLATION SPECIFICATIONS) - 8d RING SWANK GUN NAILS a 4' O.C. 6 SUPPORTED PANEL ; NOTE: (1) ANCHOR BOLT UNLESS NOTED OTHERWISE UNLESS NOTED OTWERWISE EDGES AND ed RING SWANK GUN NAILS a 6' O.C. s INTERMEDIATE SUPPORTS. SEE DETAIL. ,� LOCATED 6' FROM TOP AND 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS ROOF SHEATHING TO GABLE END FRAME USE ed RING SWANK GUN NAILS 4' O.C. EDGEWISE.TOP CHORD BLOCKING 4' BOTTOM 4 (1) NEAR MID -CENTER BLOCKING MID -WALL BLOCKING MID -WALL 2x4 BLOCKING At ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. O.C. MAX IN FIRST (2) FRAMING > 11111111111 SPACES EACH EN EXTERIOR WALL SHEATHINGLu vl- PRE-ENGINEERED TRUSS 4. �(6' O.S.B. or' PLYWOOD or' ZIP BOARD SYSTEM - Sd RING SWANK GUN NAILS 4' O.C. orRAFTER' GYPSUM WALL BOARD °GYPSUM WALL BOARD PANEL EDGES AND 8d RING SHANK GUN NAILS 4' O.C. TOP i BOTTOM PANEL AND 8d RING ROOF SHEATHIN 1) "5 REBAR VERTICALLY IN SHANK GUN NAILS 1p 6' O.C. At INTERMEDIATE SUPPORTS. SEE DETAIL. CONC. POURED CELL ECURE BOTTOM PLATE TO SLAB w! (LOCATION PER PLAN)' x 9' ANCHOR BOLI w/ 2' WASHER NOTE: RING 5WANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM n ET IN SIMPSON HIGW STRENGTH rE ANY MANUFACTURER PDXY (OR EQUIVALENT) 6' a ECURE BOTTOM PLATE TO MBEDMENT MIN. 32' O.C. MAX NAIL REQUIREMENTS ONCRETE SLAB SLAB w/ (U 10d CUT NAIL tUD To BOTTOM PLATE wl (SEE FOUNDATION PLAN FOR 51ZE 32' O.C.MAX SIMPSON SP4 (USP SPT4) 32' SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK 8d ROUND, MODIFIED OR T 2 fe' .131 110,000 RING (16-20 RINGS PER INCH) AND RE INFORCEMENT) w w N a w M M w V O.C. MAX BWLDING LEN6TH 4 0 d . .' Q4 .i' a ' ONCRETE SLAB a` . a ONCRETE SLAB --�—INTERIOR BEARING -WALL FOOTING 44, FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE ROOF SWEATWING LAYOUT AND ENDWALL a q(SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) BRACING FOR GABLE END FRAMING 4 ' AND REINFORCEMENT) 4 w � ° —EXTERIOR WALL FOOTING NTERIOR BEAR(NGc WALL FOOTINCx NTERIOR BEARINC•� WALL FOOT INCx 8d PIING SHANK GUN NAILS a 4' O.C. (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE TOP t BOTTOM EDGES (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) - AND REINFORCEMENT) . . . . , , INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT e 4ASCALE: 3/40-0' 4B SCALE: 3/4'0-0' .8d RING SWANK GUN NAILS (o' O.G. IN FIELD PRE-ENGINEERED PRE-ENGINEERED ROOF TRUSS ROOF TRUSS Lu _ - 4'=O' MINIMUM OVERLAP FOR TOP PLATE SPLIGE - SECURE TOP PLATES w/ 16d COMMON NAILS 6 4'O.C. Z 2-ROW6, STAGGERM) TYP EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING o (O.SB. TO BE STRUCTURAL GRADE)TDI' PLATE RUBLE TOP PLATE TO STUD w/ SIMPSON SP4 (USP SPT4) 2x WOOD or METAL STUDS 6 32' O.C. MAX 241 O.C. MAX 2x CONTINUOUS STRESS o�c 8d RING SWANK GUN NAILS 6 12' (NOT LOAD BEARING) BLOCKING 0 MID -WALL O.C. IIS FIELD 2x STUDS g 16' O.C. MAX .a- or UNLE55 NOTED OTHERWISE � LLIQ ed x 3 SCREW SHANK BALLISTIC NOTE: ST FLOOR STUDS TO 2ND FLOOR STUDS Z �' e - ELECTRO GALVANIZED STRIP Z a * DO NOT SPLICE TOP PLATES WITHIN 6'-0' SECURED w/ SIMPSON OR USP MSTA36 �f o NAILS A 12' O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL 'T4G SUBFLOOR (ATTACHMENT i' t4 SU> L==C14 ETHOD PER NAILING SCHEDULE) G BFLOOR (ATTACHMENT SWEAR WALLS. METHOD PER NAILING SCHEDULE') • UNTHREADED SHANK t0 EXTEND BEYOND THICKNESS OF * THIS DETAIL APPLIES AT ALL EXTERIORRE-ENGINEERED FLOOR TRUSS SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. RE -ENGINEERED FLOOR TRUSS • DOUBLE TOS' PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T4G SUB -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS 6 16' O.C. MAX (OS.B. t0 BE STRUCTURAL GRADE) 3 RUBLE TOP PLATE UNLESS NOTED OTHERWISE ' GYPSUM WALL BOARD ° GYPSUM WALL BOARD 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS NOTE: RE -ENGINEERED GABLE TRU55 BLOCKING ig MID -WALL BLOCKING 0 MID -WALL * DIAGONAL BRACE a CENTER OF -TRUSS SPAN or 2x4 BLOCKING BETWEEN ECURE BOTTOM PLATE TO SLAB w/ HIGHEST RIDGE. TRUSSES AT FIRST (2) BAYS' x V ANCHOR BOLT w/ 2' WASHER 15 DIAGONAL BRACE To BE c ANY SPAN '-0' OR (4'-0' O.G. a SHEATHING SEAMS) 2x STUDS a 16l O.C. MAX SET IN SIMPSON HIGH STRENGTH UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6' GREATER (REFER TO TRUSS ENCxINEERING FOR 2) 2x4 5YP *2 DIAGONAL BRACE ,w/ (3) ECURE BOTTOM PLATE t0 EMBEDMENT MIN. 32' O.C. MAX ADDITIONAL HORIZONTAL TRUSS REINFORCEMENtJ 12d NAILS 'e EACH tRI�ISS (DIAGONAL SLAB wf l U 10d CUT NAIL g STUD TO BOTTOM PLATE w/ * 0'-0' - 30'-0' USE (1) X -BRACE X -BRACING TO COVER 5 -TRUSSES 32' O.C. MAX SIMPSON SP4 (USP SPT4) 32" * 30'-I' - 60'-0' USE (3) X -BRACE o w O.C. MAX ** (1) X -BRACE CANTER (2) BRACES a . 4e d 4Q DIVIDED EQUALLY FROM CENTER TO END 4 ONCRETE SLAB a_� �° a.� ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH NTERIOR BEARING WALL FOOTING NTERIOR 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 SHOWN wf CMU (FRAME CONDITION TWO STORY L. B. W. w/ NO UPLIFT TWO STORY L.B.W. w/ UPLIFT SAME X -BRACING REQUIREMENTS) 78 5A SCALE: 314'=F-0' 5B SCALE: 3/4'=, =®' wA2 ONT. 2x4 RAT -RUN ATTACHED To EACH GABLE X -BRACING T%55 w/ (2)12d NAILS INSTALLED 6 MID -POINT OF TRUSS SPAN SCALE: 3/4':l' -m' or 10'-0' O.G. MAX A R C H I T E C T S -) /Design I FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 116) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/116R1 PAGE: SECTIONS/ DETAILS ARCHITECT STATE OF FLORIDA #4Y0 44 DAME QANFWELL AR 12079 DAT 5,7/18 sC E:1/4"=1'-0" S qfc ET D 2 11111111111 5malualmear SUBDIV. & LOT: KENSINGTON RESERVE (LOT 116) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/116R1 PAGE: SECTIONS/ DETAILS ARCHITECT STATE OF FLORIDA #4Y0 44 DAME QANFWELL AR 12079 DAT 5,7/18 sC E:1/4"=1'-0" S qfc ET D 2 2x RIDGE ONE SIZE LARGER THAN -ENGINEERED TRUSS RAFTER SIZE w/ MIN. (3)124 NAILS or MIN. (4)10d GUN NAIL Ix6 COLLAR TIE 6 EVERY OTHER RAFTER w/ MIN. (3)12d NAILS or 'GYPSUM BOARD OR . 0 t t 11 IMPSON VTCB or USP YTT MIN. (4) 10d GUN NAIL HIGH STRENGTH CEILING itiWt�'i ' � SPACING (1) -8 EACH END 2x RAFTS ° BOARD INGLE 2x TOP PLATE AND 6'-0' O.C. MAX 1x8 NAILER SECURED TO TRUSSES BELOW w/ (2)12d NAILS or (3)10d GUN NAILS EACH CRUS' GYPSUM WALL BOARD 11 ltlllllll 00 a 2x WOODS STUDS 11 24' O.C. RAFTER TO TRUSS Lu/ SIMPSON RN(SIZE PER PLAN) a o MT512 or USP MTW12 ALTEATE CONNECTION (CREATE VOID FOR STRAP - SECURE RAFTER TO BLOCKING BETWEEN TRUSSES _ - PENETRATION w/ SIMPSON or USP M5TA24 o SECURE BLOCKING TO TRUSS BOTTOM CHIORD w/ CONVENTIONALLY FRAMED ROOF (3)124 NAILS 6 EACH END. 4 SCALA: 3/4'4-0' -ENGINEERED ROOF TRUSSES SECURE BOTTOM PLATE TO OOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES SLAB w/ 10d MASONRY NAILS d 32' O.C. MAX 1 TYPICAL VALLEY TRUSS CONNECTION 2x4 SECURED TO GABLE END w/ (2)12d 6 EACH UPRIGHT ONCRETE SLAB 2x4 SECURED TO GABLE END w/ (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) (2)12d SPACED 6' - S' O.C. MAX ---WATER RESISTANT BACKERBOARD 4 4 a (DENSHIELD) 2x4 RAFTER a 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 8' CMU BLOCK WALL APELASTIC AQUA DEFENSE WATER PROOF m BLOCKING (EACH END)— 7A WOOD stLOS SCoALE: 3/4'4-0' MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES)/ -PRI -ENGINEERED TRUSS --CAULK BEAD BETWEEN DENSHfELD 2x4 BLOCKING � EACH RAFTER _ P.T. 2x4 SCUDS AND FIBERGLASS PAN APPLIED IV O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) "'GYPSUM BOARD OR VARi5 PER PLAN INSTALLATION SIMPSON H2.5A or USP RTIA 5HOWE� R PAN 6 EACH RAFTER TAIL CONNECT[ HIGH STRENGTH CEILING BOARD (FIBERGLASS CERAMIC) SIMPSON L30 or USP A3 TOP OF EACH RAFTER CONNECTf S/' TDP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ SHOWER SEAT DRYWALL SCREWS (EACH TRUSS 2 SCALE: 3J4' -V-0' 5 FRAMED OVERHANG or 24' O.C. MAX) SCALE: 3/4'=1'-0' , 'GYPSUM WALL BOARD 3 5/' METAL STUDS (25 GAUGE) 4 24' OL w/ FULL LENGTH LAYER OF --PRECAST LINTEL 1/2' TYPE GYPSUM WALLBOARD, A SECURE 2x TO CMU w/ (2) %' x 3' TAPCONS ATTACHED TO EACH SIDE a 12' O.C. 3 WIT( -41N S OF EACH END AND SIS O.G. MAX W BOTTOM CHANNEL (25 _ or CURE 2x4 FLAT TO _ _ _ GAUGE) BOTTOM CHANNEL TO DRIVE PIN BLOCK w/ CUT NAILS SLAB w/ 10d x I' MIN. MASONRY (MIN. SHANK SIZE .145 • NAIL w/ WASHER G 32' O.C. MAX. 4 MIN. EMBEDMENT OF I Y49 WITHIN 8' OF EACH END AND @18' O.C. MAX ° ONCRETE SLAB (SEE FOUNDATION PLAN FOR WALL SHEATHING ° SIZE AND REINFORCEMENT) (TYPE AND ATTACHMENT METHOD o ° PER "NAILING SCHEDULE') a CURE 2x6 MIN. TO BLOCK w/ �, .T. 2x8 STUD BLOCK _ NOTE: (2l x 9 ANCHOR BOLTS w/ 2 STUD GAUGE IS HEIGHT SPECIFIC. CONSULT o B WASHER SET IN SIMPSON or USP w! MANUFACTURER ON STUD HEIGHT LIMITS.HIGH STRENGTH EPDXY ROUGE{ OPENING (UP TO V -O') (MIN. V EMBEDMENT) Lu INTERIOR NON-BEARING WALL 7B B NIEraL sws SCALE: 3/4'4-0' SECURE 2x6 MIN. TO BLOCK w/ (3),�' x V ANCHOR BOLTS w/ 2' ' TEXTURED CEMENTITIOUS I) REBAR VERTICALLY IN CONC. POURED fIRECAST 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' C926) OVER C ' EMBEDMENT ' CMU BLOCK ` ATHER STRIP MOLDING AROUND DOOR (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3) Y' 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 �M« SLIDE VERHEAD GARAGE DOOR (BY OTHERS) ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT SECTION ALVANIZED STEEL VERTICAL TRACK 3 SCALE: 314'4-0' A 6 SCALE: 3/4'=1'-0' B SCALE: KTS. (BY OTHERS - INSTALLED PER MANUFACTURERS SPECIFICATIONS) ARCNITECTS _.mo�1 GrousDeign F Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abd esigngrou p.com AA M 0003325 SUBDIV_ 8c LOT: KENSINGTON RESERVE (LOT 116) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/116R1 PAGE: SECTIONS/ DETAILS ARCHITECT- STATE RCHITECTSTATE OF FLORIDA JAMES C ; LL AR 12079 DATE: /7/18 Sc :1f4"1,_0" .s HT n3 �'lll'll"I �ODDODDOOJ SUBDIV_ 8c LOT: KENSINGTON RESERVE (LOT 116) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/116R1 PAGE: SECTIONS/ DETAILS ARCHITECT- STATE RCHITECTSTATE OF FLORIDA JAMES C ; LL AR 12079 DATE: /7/18 Sc :1f4"1,_0" .s HT n3 ARCHITECT S Design Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-0078 www.abdesigngroup.com AA #: 0003325 SHINGLES OR TILE (PER BLDR) SHINGLES OR TILE (PER BLDR) REFER TO DETAIL 102 FOR GABLE BATT OR BLOWN -IN INSULATION (R -VALUE PER ENERGY CALCS OVER "3@ FELT PAPER (OR APPROVED OVER 03@ FELT PAPER (OR APPROVED X -BRACING REQUIREMENTS PRE-ENGINEERED 8001= TRUSS EQUAL) INSTALLED PER SECTION R905 OF EQUAL) INSTALLED PER SECTION R9@5 OF RE -ENGINEERED THE FBCR, 6TH EDITION (2011) THE FBCR, 6TH EDITION (2011) CABLE ROOF TRUSS TWIST STRAP (PER PLAN)OVER ROOF SHEATHING (TYPE AND OVER 8001= SHEATHING (TYPE AND .44 BLOCKING BETWEEN TRUSSES DOUBLE TOP PLAT ATTACHMENT METHOD PER 'NAILINGAt ATTACHMENT METHOD PER NAILING FIRST (2) BAYS _METAL DRIP EDG SCHEDULE') SCHEDULE' (4'-@' O.C. 6 SHEATHING SEAMS) tri 2x6 SUB -BAN e' GYPSUM BOARD OR z' HIGH METAL DRIP Et - VENTED - STRENGTH CEILING BOARD 2x6 SUB -BAN TIFFBACK AT ALL UPRIGHTS _ IL ALUMINUM 5OFIT fMPSON sP2 (USP SPTa4) 6 EVERT VENTED ALUMINUM SOFFIT OVER 4'-1@' HIGH 2 x 2' WOOD SCREWS EXTERIOR BEARING STUD. (AS PER TRUSS ENGINEERING) _ = - ALL SPACER FOR CONDITIONS WHERE TRUSS AND PSR PLAN T. 2x4 RAT -RUN ATTACHED TO PSR PIAN STUD LINE-UP, USE A SIMPSON NI@A DOUBLE TOP PLA TRUSS w/ (2)12d NAILS =04 2x4 STUDS a 16' O.C. WINDOW HEADER (USP RT16A) ALL INSULATION INSTALLED @ MID -POINT OF TRUSS _ - (SIZE PER PLAN (R -VALUE PER ENERGY CALCS) ' TEXTURED CEMENTITIOUS COATING MIN. LEACH SPAN or 1@'-@' O.C. MAX _ - - 2x8 BLOCKING $' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C926) OVER PAPERBACK INDOW (PER PLAN), ATTACHMENT EXPANDED METAL LATH, OYER APPROVED ATT OR BLOWN -IN INSULATION (R -VALUE PER ENERGY CALLS) - SECURED w/ (3)12d = NAILS EACH EN (PER ASTM G926) OVER PAPERBACK PER MFR SPECIFICATIONS 2 -LAYER WATER RESISTANT BARRIER, OVER `" - Zu A- EXPANDED METAL LATH, OVER APPROVED WALL SHEATHING (TYPE AND ATTACHMENT 3 CURE 2 x4 TO DBL TOP PLATE w/ /8 x 6 _ 2 -LAYER WATER RESISTANT BARRIER, OVER SILL METHOD PER 'NAILING SCHEDULE' THRU-BOLTS 0 32' O.C. MAX, them SECURE GABLE 47 WALL SHEATHING (TYPE AND ATTACHMENT WINDOW t0 2x4 w/ ltd NAILS a 8' O.G. MAX t t� METHOD PER 'NAILING SCHEDULE') WALL INSULATION EXTERIOR BEARING STUDS (R -VALUE PER ENERGY CALCS) or DRYWALL CONTINUOUS 2x4 w/,(4) I(od NAILS 6 TOP [ SIZE AND SPACING PER NOTE #11, SECURE GABLE TO DBL TOP PLATE w/ SIMPSON - OF FLOOR TRUSS (TOP 2x4 SUPPORTS UNDER CATEGORY TIMBER ON WINDOW HEADER HGAI@ 9 24' O.G. MAX $oT-roM PLATE o1= 2nd FLOOR WALL GENERAL NOTES SHEET Gid)] (SIZE PER PLAN (or EQUIVALENT INSTALLED PER MFR'S SPECS) WALL MOUNT RAIL BLOCKING or T4G SUBFLOOR (ATTACHMENT VASECURE GABLE TO DBL TOP PLATE w/ SIMPSON SHEATHING MUST NOT BREAK WITHIN METHOD PER 'NAILING SCHEDULE') MSTA24 Q 32' O.G. MAX 1'-4' MIN. FROM 2nd FLOOR LIN FRAME WALL SECTION — GABLE ROOF (or EQUIVALENT INSTALLED PER MFR'S SPECS) RAILING DETAIL 3 SCALE: 4B CONTINUOUS 2x6 w/ (6)16d NAILS g 3/4'=i' -m' -0' N -Ts. BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 RE -ENGINEERED FLOOR TRUSS 15 A NAILER FOR WALL SHEATHING 7� 1A NOTE: BATT OR BLOI�I-IN INSULATION INGLES OR TILE (PER BLDR) 8 GYPSUM BOARD OR s HIGH (R -VALUE PER ENEMY CALCS STRENGTH CEILING BOARD HANDRAILS WITH A CIRCULAR GROSS PRE-ENGINEERED ROOF CRUS OVER #30 FELT PAPER (OR APPROVED PLASTIC OR METAL WEEP SCREE ::. EDDED STRAP HANDRAIL SECTION SHALL HAVE AN OUTSIDE EQUAL) INSTALLED PER SECTION R905 01= CONC. FILLED U -BLOCK w/ (PER PLAN) DIAMETER DF AT LEAST 1 INCHES 132 MM) DOUBLE TOP PLAT THE FBCR, 6TH EDITION (2011) (1) S CONTINUOUS REBA • ` RECAST LINTEL AND NOT GREATER THAN 2 INCHES (51 MM). II= THE HANDRAIL IS Not CIRCULAR, It OVER RooF SHEATHING (TYPE AND WINDOW (PER PLAN), (SIZE AND REINFORCEMENT SHALL HAVE A PERIMETER DIMENSION OF METAL DRIP ED ATTACHMENT METHOD PER 'NAILING ATTACHMENT PER MFR. PER PLAN) AT LEAST 4 INCHES (102 MM) AND NOT 2x(o SUB -BA SCHEDULE') SPECIFICATION ' Max GREATER THAN 6 a INCHES (160 MM) WITH VENTED A MAXIMUM CROSS SECTION OF DIMENSION ALUMINUM SOFFIT »' MIN, OF 2 � INCHES (E71 MM) EDGES SHALL HAVE �' TEXTURED CEMENTITIOUS COATING MIN. 'GYPSUM BOARD OR J' HIGH ALL INSULATION z A MINIMUM RADIUS OF 0.01 INCH (@.25 MM). (PER ASTM 0926) OVER PAPERBACK STRENGTH CEILING BOARD PRECAST OR POURED IN Z r (R -VALUE PER ENERGY CALCS) EXPANDED METAL LATH, OVER APPROVED IMPSON SP2 (USP SPT24) 9 EACH 2X8 STUD PLACE SILL (PER BLD 2 -LAYER WATER RESISTANT BARRIER, OVER @@# UPLIFT CONNECTOR GYPSUM WALL BOARD WALL SHEATHING (TYPE AND ATTACHMENT 2' TEXTURED CEMENTITIOUS 1) ISREBAR VERTICALLY IN METHOD PER 'NAILING SCHEDULE' COATING MIN. (PER ASTM CONC. POURED CELL FULL WALL C926) OVER (LOCATION PER PLAN) THE CLEAR SPACE 2x8 SYP "2 WOOD STUDS � 12" O.C. MAX 4' P.T. FURRING STRIPS I(o' O.C. BETWEEN THE X' DIAMETER ANCHOR BOLT g 8 a� HANDRAIL AND THE 12' O.C. MAX w/ 1' EMBEDMENT , WALL SHALL BE I w/ 2' DIAMETER WASHER j' GYPSUM WALL BOARD WOOD BASE ty. 2x8 SYP �2 WOOD STUDS g 12' O.G. MAX IMPSON SPI (U5P SPT22) 42' KNEEWALL 6 EACH 2x8 STUD d4 d a Q 7B 1) COURSE TIE -BEAM POURED SOLID w/ d ONCRETE 5LA5 WA CONCRETE w/ (1) S REBAR HORIZONTALLY - e (SEE FOUNDATION PLAN FOR SIZE CONTINUOUS HANDRAIL ' 4 CAST LINTEL d REINFORCEMENT) 34' MIN. TO 38' MAX AFF. WINDOW (PER PLAN), (SIZE AND REINFORCEMENT d XTERIOR WALL FOOTING o ATTACHMENT PER MFR PER PLAN) (SEE FOUNDATION PLAN FOR SIZE z SPECIFICATION FRAME ON BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) o 1 Two STOW WALE: 3/4'=t'-®. 4A STAIR HANDRAIL Two STORY SCALA: 3/4'4-0'11 PRECAST OR POURED IN o PLACE SILL (PER BLDR LL gLu 16d NAILS 8 D.G. MAX 8' TEXTURED CEMENTITIOUS COATING MIN. (PER ' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM ALL INSULATION 2x4 BLOCKING 6 EACH BRACE. TOENAIL ASTM 0926) OVER PAPERBACK EXPANDED METAL ONTINUOUS 2x4 w/ (4)16d NAILS 6 TOP o _ n o C926) OVER CM (R -VALUE PER ENERGY CALCS) t. INTO TRUSS w1 l4)16d NAILS EACH EN LATH, OVER APPROVED 2 -LAYER WATER RESISTANT OFLOOR TRUSS (TOP 2x4 SUPPORTS o i6 GYPSUM WALL BOARD 3/ a T G SUBFLOOR (ATTACHMENT BARRIER, OVER WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE' BOttOM PLATE OF 2nd FLOOR WALL) o ...6.! ' P.T. FURRING STRIPS 16' O.C. METHOD PER 'NAILING SCHEDULE' ��' T4G SUBFLOOR (ATTACHMENT q 1) 05 CONTINUOUS REBAR 16' O.C. MAX, IN EXTERIOR BEARING SCUDS METHOD PER 'NAILING SCHEDULE') o q , ; CONCRETE POURED CELL 8d RING SHANK NAILS .9 4' o.C. [ SIZE AND SPACING PER NOTE - °� z a (VERIFY PER PLAN) MAX INTO BLOCK(N *21, UNDER CATEGORY TIMBER .. PRE-ENGINEERED FLOOR TRUS ON GENERAL NOTES SHEET GN)] -ENGINEERED FLOOR TRUSS D BASE ul (MIN_ IN 5L45) EMBEDDED STRAP ONtfNUOUS 2x6 w/ (6)16d NAILS `� `� o REBAR 48" LONG w/ 6' HOOK 2x4 BRACE g 48' O.G. w/ (5) ltd NAILS :. 7B (or EQUIVALENT) 7B BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 I5 A NAILER FOR WALL SHEATHING) 24' O.C. (MIN. 24` fN SLAB) � .EACH EN W (PER PLAN) A2 a _ • J' GYPSUM BOARD OR i' NIGH '= .»' � • : .- 'CONCRETE REINFORCED w/ FIBERMESH AT STRENGTH CEILING BDA TEXTURED CEMENTITIOUS Lu A RATE OF .151be PER CUBIC YARD ON 6 -MIL CONC. FILLED U -BLOCK w/ COATING MIN. (PER ASTM G926) OVER CMU �;; $' GYPSUM BOARD OR " HIGH o " POLY ETHYLENE VAPOR BARRIER ON WELL d -' ..a ' COMPACTED CLEAN TERMITE TREATED FILL (1) 05 CONTINUOUS REBA STRENGTH CEILING BOARDJ. a NOTE: 0" �" ��(3) "5 REBAR ON CHAIRS STRUCTURAL SHEATHING MUST NOT C. FILLED U -BLOCK wl 0 2 _@' FLOOR TRUSS CONNECTION BREAK WITHIN 1'-4' MIN. FROM 2nd PERPENDICULAR FLOOR (1) 05 CONTINUOUS REBAR LINE OPEN TO ABOVE WALL SECTION 2 SOC,4LE:3/4'4-0' PARALLEL TO BLOCK TO BUCK 2 Two STORY SCALA: 3/4'=1'-0' ARCHITECT S Design Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-0078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 116) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/116R1 PAGE: SECTIONS/ DETAILS ARCHITECT. STATE OF FLORIDA JAAlIES C LL AR /12079' DATE:J?07/18 4l:Z 1'-0" SH T � A �00000vmoor SUBDIV. & LOT: KENSINGTON RESERVE (LOT 116) MODEL: LARGO (VERSION#01) PROJECT#: 2997.000/116R1 PAGE: SECTIONS/ DETAILS ARCHITECT. STATE OF FLORIDA JAAlIES C LL AR /12079' DATE:J?07/18 4l:Z 1'-0" SH T � A MSTCM40 1116' OSB. SHEATHING OR (INSTALLED ON TOP OF 1/2' CDX PLYWOOD - WALL SHEATHING 1/16' OSB. SHEATHING OR 1x4 EXTERIOR WALL Ill' CDX PLYWOOD A STUDS J. CONNECT TOP OF STRAP •� 1x4 BOTTOM PLATE TO SOLID STUD Wl (16) lbd • • SINKER NAILS - .. . . PLAN VIEW - 2x4 WALL .. PRE-ENGINEERED FLOOR . • MSTCM40 TRUSS • (INSTALLED ON TOP OF 1116' 0.8.5. SHEATHING OR WALL SHEATHING 112' CDX PLYWOOD MSTCM40 X6 EXTERIOR WALL • . A STUDS 2X6 BOTTOM PLATE . . CONNECT BOTTOM OF .o PLAN VIEW — 2x6 WALL STRAP TO CMU BLOCK WALL • • - W/ (12) J' TAPCONS EXTERIOR STUD WALL — OUTSIDE CORNER SCALE. KTA 1/16' O.S.B. SHEATHING OR MSTCM40 112' CDX PLYWOOD (INSTALLED ON TOP OF WALL SHEATHING E3 1x4 EXTERIOR WALL STUDS 1x4 BOTTOM PLATE PLAN VIEW 2x4 WALL 1/16' 0.5.5. SHEATHING OR MSTCM40 1/2' CDX PLYWOOD (INSTALLED ON TOP OF SCUDS WALL SHEATHING 1X6 EXTERIOR WALL ` 2X6 BOTTOM PLATE PLAN VIEW - 2x6 WALL EXTERIOR STUD WALL - INSIDE CORNER riorE: MINIMUM END AND EDGE DISTANCE FOR ?ITEN 9GREW$ IS IX! /-1X EXTERIOR WALL STUDS a �; TOP OF MASONRY WALL E S� A ELEVATION VIEW SCALE: NSA IDS 2X EXTERIOR WALL STUDS 14TT-4 SECURED TO STUD W/ (20)10d X 1 ' NAILS SECOND FIN. FLR ii ii PRE-ENGINEERED FLOM FLU TRUSS (GIRDER DRAWN) i TOP OF WALL 1AV OSB. SHEATHING OR PRE-ENGINEERED FLOOR TRUSS Ill' CDX PLYWOOD (GIRDER DRAWN) 5/8' A.T.R. HTT-4 SECURED TO STUD Wl (20) BEARING POST/ BEARING STUD 10d X I J' NAILS (PER PLAN) 5/5' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) o, EXTERIOR STUD WALL - CORNER TO POST SC&t: VA. ' a o FOUNDATION (PER PLAN) ;' T 4 G SUBI=LOOR GLUED .. NAILED AS PER NAILING SCHE DBL.. 1x4 BOTTOM P 1x4 EXTERIOR WALL S 1/16' O.S.B. SHEATHING OR 1/2' PLYWOOD 4' T o G SUBFLDOR GLUED ow 1"' NAILED AS PER NAILING SCHEDUI PLAN VIEW - 2x4 WALL =-ENGINEERED FLOOR TRUSS 4C. FILLED LINTEL BLOCK W/ (1) 05 ONUOUS REBAR -4 SECURED TO STUD W/ (20)10d ;'NAILS ' A.t.R. IN HIGH STRENGTH EPDXY t 1' EMBED) ARCHITECT S FAX -407-774-4078 www.abdesigngroup.com AA #: 0003325 2X6 BOTTOM PLATE ii HTT-4 SEGURED TO 5TW W/ (20) l0d ii X I J'NAILS 2X(o EXTERIOR WALL STUDS 518' A.T.R. IN HIGH STRENGTH EPDXY .. _., . , ..:.. .:. ..... ....... .., ,.., . ll'11N1. I' MEL)) 1 /ib' OSB. SHEATHING OR Ill' CDX C PLYWOOD PLAN VIEW - 2x6 WALL DBL. STUD REaJIRED W/ 2x4 WALL Q 6 1X EXTERIOR WALL STUDS 1/16' OSB. SHEATHING OR Ila' CDX Q PLYWOOD HTT-4 SECURED TO STUD Wl 20)10d X 1 NAILS o Q 0 SECOND FIN. FLR O PRE-ENGINEEWD FLOOR TRUSS 518' A.T.R. IN HICsH STRENGTH EPDXY (MIN. 1' EMBED) TOP OF MASONRY WALL —GONG FILLED LINTEL BLOCK W/ (1) 45 SCALE: KT 1 stmnrv. 8e LAT: KENSINGTON RESERVE (IAT 116) MODEL.- LARGO ODELLARGO (VERSION#01) PROJECT is 2997.000 116R1 PACE: SECTIONS/ DETAILS ARCF rrMT-. STATE OF FLORIDA #ora JAMES C AR NO/12079 DATE /7 /18 sC : "=1'-0" S ET 5 \000000000 2X6 BOTTOM PLATE ii HTT-4 SEGURED TO 5TW W/ (20) l0d ii X I J'NAILS 2X(o EXTERIOR WALL STUDS 518' A.T.R. IN HIGH STRENGTH EPDXY .. _., . , ..:.. .:. ..... ....... .., ,.., . ll'11N1. I' MEL)) 1 /ib' OSB. SHEATHING OR Ill' CDX C PLYWOOD PLAN VIEW - 2x6 WALL DBL. STUD REaJIRED W/ 2x4 WALL Q 6 1X EXTERIOR WALL STUDS 1/16' OSB. SHEATHING OR Ila' CDX Q PLYWOOD HTT-4 SECURED TO STUD Wl 20)10d X 1 NAILS o Q 0 SECOND FIN. FLR O PRE-ENGINEEWD FLOOR TRUSS 518' A.T.R. IN HICsH STRENGTH EPDXY (MIN. 1' EMBED) TOP OF MASONRY WALL —GONG FILLED LINTEL BLOCK W/ (1) 45 SCALE: KT 1 stmnrv. 8e LAT: KENSINGTON RESERVE (IAT 116) MODEL.- LARGO ODELLARGO (VERSION#01) PROJECT is 2997.000 116R1 PACE: SECTIONS/ DETAILS ARCF rrMT-. STATE OF FLORIDA #ora JAMES C AR NO/12079 DATE /7 /18 sC : "=1'-0" S ET 5 NOTE: STRUCTURAL SHEATHING MUST NOT BREAK WITHIN 1'-4' MIN. FROM 2nd FLOOR LINE PRE-ENGINEERED ROOF TR1J -- CONTINUOUS 2x4 w/ (4)16d NAILS a TOP OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2nd FLOOR WALL SIMPSON MTS12 or USP MTWI2 TO LEDGER 11 24' OC. DOUBLE 2x6 LEDGER SECURED TO TRUSS w/ W x 5' LAG SCREWS s 24' O.C. MAX CONTINUOUS 2x6 w/ (6) I6d NAILS e BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 IS A NAILER FOR WALL SHEATHING 1 LEDGER CONNECTION AT FLOOR TRUSS Im la ll m SCAl: 3/4's V-®' NOTE: STRUCTURAL SHEATHING MUST NOT BREAK WITHIN 1'-4' MIN. FROM 2nd FLOOR LINE PRE-ENGINEERED ROOF TRUSS SIMPSON MT 612 or USP MTW12 TO LEDGER 0 24' OC. DOUBLE 2x6 LEDGER SECURED t0 TRUSS w/ W x 5' LAG SCREWS a 32' O.C. MAX LEDGER CONNECTION AT FLOOR TRUSS XTERIOR BEARING STUDS [ SIZE AND SPACING PER NOTE 0110 UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GNIJ -ENGINEERED FLOOR TRI.ISS (PER PL ! j CAST LINTEL (SIZE AND REINFORCEMENT PER PLAN) EXTERIOR BEARINrs STUDS [SIZE AND SPACING PER NOTE nl, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] -ENGINEERED FLOOR TRUSS ADDED STRAP (PER MAN) CAST LINTEL (SIZE AND REINFORCEMENT PER PLAN) CURE EACH KING STUD TO TOP PLATE w/ SIMPSON SP4 or USP SPT4 (FOR 2x6 WALL USE SIMPSON SP6 or USP SPT6) FIRE-EWNEERED TRUSSES w/ TRUSS rig_ CONNECTOR (VERIFY w/ TRUSS PLAN) OUBLE TOP PLATE CRIPPLE STUDS f 16' O.C. MAX INC STUDS (SEE 'MINIM," I WALL AND HEADER STUD 2x DOUBLE TOPPL ATE FEQUIREMENTS' CHART ON FRAMING PLAN PRE-ENGINEERED ROOF TRUSSES HEADER FOR DETAILS AND SPECIFICATIONS) or (SIZE PER PLAN) CURE CONVENTIONALLY -FRAMED JACK STUDS TO HEADER W/ SIMPSON or USP LSTA12 RAFT (EACH SIDE OF OPENING) JACK STUDS (SEE 'MINIMUM WALL AND HEADER STUD REQUIREMENTS' CHART ON FRAMING PLAN DOOR WIND / OW FOR DETAILS AND SPECIFICATIONS) OPENING - EXTERIOR BEARING STUDS 1 [ SIZE AND SPACING PER NOTE 02I, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] O CURE EACH JACK t KING STUD ROOF SHEATHING (TYPE AND TO BOTTOM PLATE w/ SIMPSON SP4 ATTACHMENT METHOD PER or USP SPT4 'NAILING SCHEDULE' 2x BLOCKING UNDER WAIL ECURE BOTTOM PLATE TO SLAB w/ STUDS, SECURED BETWEEN V 9' ANCHOR BOLT wi 2' WASHER TRUSS BAYS w/ l3)12d NAILS g EACH SET IN SIMPSON 141GH STRENGTH ax STUDS SPACING PER PL EPDXY (OR EQUIVALENT) 6' EMBEDMENT MR 5 32' O.G. MAX MT612 a EVERY S 2x BOTTOM PLAT EXTERIOR WINDOW DOOR OPENING IN FRAME WALL DORMER ATTACHMENT SIZE AND SPACING OF STUDS PER PLAN SCALE: 3/4 44' 6 Tub STORY SCALE: 3/4'4-0' SECURE EACH KING STUD TO TOP PLATE w/ IMPSON SP8 or USP SPT8 SIMPSON SP4 or USP SPT4 a TOP E BOTTOM (FOR 2x6 WALL USE SIMPSON SP6 or USP SPT6) PRE-EWGINEERED TRUSSES w/ TRUSS ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) CONNECTOR (VERIFY w/ TRUSS PLAN) \----DOUBLE TOP PLATE " HEADER —DOUBLE TOP PLATE Ir7-= STUDS v vo OC. MAX L—Li I ' (arm PER Faro INC STUDS SIMPSM or USP MSTA24 (SEE 'MINIMUM WALL AND HEADER STUD 0 EACH JACK STUD HEADER REQUIREMENTS' CHART ON FRAMING PLAN 2x8 AY 09 1II00D STU S s 12' OC MAX. NOTE: 1116' 0b.5. SHEATHING OR V2' COX SHEATHING MUST NOT BREAK AT PLYWOOD CONTINUOUS TO BLOCK JOINT OF WALL AND INTERSECTING CONT. 2x4 W/ (4)160 NAILS a TOP OF ROOF DECKING. FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2ND FLOOR) 2X EXTERIOR STUDS IAV Ob -5. SHEATHING OR I/2' COX PLYWOOD OVER PRE-ENGINEERED ROOF TRUSSES SECOND FIN. FLP. I iI iI TOP OF WALL PRE-ENGINEE CONY. 2x6 w/ (6)16d NAILS s FLOOR TRUSSES BOTTOM OF FLOOR TRUSS BEARING CONDITION (BOTTOM 2X6 IS FOR WALL (PER PLAN) SHEATHING NAILER) TYPICAL PRECAST LINTEL TQ SECOND FLOOR WALL C3y'0' RALL L 5 EXTERIOR WINDOW DOOR OPENING IN FRAME WALLry WINDOW OPENING IN 2 -STORY WALL Two STORY SCALE= 3/4'4-0' r Two stow SCAM 3/41•('-®e ARCHITECT 5 Desiup ��.gn Gro FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 (SIZE PER PLAN) FOR DETAILS AND SPECIFICATIONS) WALL SHEATHING TO BE WITHIN V OF CUfi JACK STUDS t0 HEADER WINDOW/DOOR OPENING. WALL 614EAT14 NG w/ SIMPSON or USP LSTAI2 MAX. (TYPE AND ATTACHMENT METHOD PER (EACH SIDE OF OPENING) oPEKir4 48' 'NAILING SCHEDULE') ACK SCUDS (SEE 'MINIMUM WALL AND HEADER STUD % 2) JACK STUDS t (2) KING STUDS EACH 000 / W OW R ND �"II'I'III REQUIREMENTS' CHART ON FRAMING PLAN SIDE OF OPENING OPENING FOR DETAILS AND SPECIFICATIONS) -JACK SCUD ASSEMBLY TO BE SECURED EXTERIOR BEARING STUDS ONE PLY AT A TIME. USE 12d NAILS, (2) [SIZE AND SPACING PER NOTE X11, WITHIN 6' FROM EACH END i NO MORE UNDER CATEGORY TIMBER ON THAN 12 O.C. STAGGERED GENERAL NOTES SHEET GN)] NOTE: ROOF JACK STUD ASSEMBLY TO BE CONDITIONS MAY SECURED ONE PLY AT A TIME. USE 12d VARY NAILS, (2) WITHIN 6' FROM EACH END NO MORE THAN 12' O.C. STAGGERED WINDOW SILL w/ CRIPPLE STUDS g 16' O.C. CURE EACH JACK 4 KING STUD TO BOTTOM PLATE w/ SIMPSON SP4 DIAMETER ANCHOR BOLT 12' O.C. 1 or USP SPT4 MAX w/ 1' EMBEDMENT w/ 2' DIAMETER WASHER SHEATHING TO LAP TO TOP OF IMPSON or USP MSTAM24 * EACH JACK '. •141 1 1 Rai I MASONRY WAIL. SHEATHING MUST NOT BREAK 1'-4' MIN. SECURED w/ (3)Y' x 1 %4' TAPCONS TO FROM 2ND FLOOR LINE CMU w/ MIN. 2' COVER 4 2' APART - 2x8 BOTTOM PLAT 5 EXTERIOR WINDOW DOOR OPENING IN FRAME WALLry WINDOW OPENING IN 2 -STORY WALL Two STORY SCALE= 3/4'4-0' r Two stow SCAM 3/41•('-®e ARCHITECT 5 Desiup ��.gn Gro FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 stMDr . & LOT: KENSINGTON RESERVE (IAT 116) MODEL: LARGO (VERSION#01) PROJECT: 2997.000 116R1 PAGE: SECTIONS/ DETAILS aFX�-nrEcr• STATE OF FLORIDA DATE 5/7/ sC s 1/4 "=is—o" s T D6, �"II'I'III \000000000► stMDr . & LOT: KENSINGTON RESERVE (IAT 116) MODEL: LARGO (VERSION#01) PROJECT: 2997.000 116R1 PAGE: SECTIONS/ DETAILS aFX�-nrEcr• STATE OF FLORIDA DATE 5/7/ sC s 1/4 "=is—o" s T D6, Ryan Homes - Opening; Vendor.- 84 Lumber Vendor Number. 006 1-9 Windows - S#id:n-g Glass Odors - OOUSLE PANE LOW E FL# Part # Unit1 S ion M soEarame Ogining FL# Patt# Unit Size Des"10tion MasonLy Opening Frame Ooeffing Sliding Glass 0ors Vinyl FL# Window 14634 L.0432426 Eli 12/0 X 8/0 DOOR 5GD POCKET ALUM (WHITE) W/SCRN 1131/2" X 951/2" -TO 1901 2" 361.00 L0369270 E A 26T1� 1/2 EYE -BROW WOW VINYL SH WHT W GR & SCRN 741/2" X 95" 14634 L0434206 - EA 12/0 X 8/0 OXXO - DOOR SGD ALUMS (WHITE) W/SCRN _�__. � 147" X_961/2"' � 15.100 L 0367192 E-A 26 T'��i' WIARCH EDW VINYL SH WIGR &. SCRIM 741/2" X 75" 14634 L042961:6 ----------_ _---_ ---- EA ---- - � 16/0 X 8/0 - ----------------------- - DOOR SGD ALUM (WHITE) ---------------- ----- --------------- - -------------- ----- 191." 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SEI W/GR ______-__._.__-______ ____ _____-____•_-_____-_______________-_._____._ _ 271/2" X 2'6t' -_._-._-_ _-_______-._-__. 16,100 L.0366804 EA 3050 TESL ^ _ _ SCRN WOW VINYL SH CLEAR NO GR W SCRN W/ � � - 1091, X 60" L.04I231,2 EA - 1H3 � ----------- _ WDW VINYL SH NO GR W/S�CRN _ : ^ _ 271/2" X 38 3/8'"_�� _-___--_----___._._-_�_.-.__^_..-__-.__.... 16.100 _- tO298322 .. 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TRANSOM` VINYL W/GR „ - "____�-� 37 X 53 _ : F].' St -- 36 X 52 16200 L0430846- EA - _ 2450 TWIN -�� WDW VINYL SES CLEAR NO GR W/SCRia ___._ -_.__ _ -.-_-_ 28"' x 60' 16'10'4 L03.24888 E,A 3x24 T�riP TRANSOM VINYL WHT NO GR 39'" x1.7" 38" 3t 3 fi' 1&1(33 __ EA LCi298908 A ---890 ----------_- 24601'E�EE� � .------- T --------------------------- VwDW VENYL sE� W/GIS +& SCRN � ------ D _13 � 28"X 7�" 161 � 3 ---__ 28436 E�4 3616 ARCH � 7RANSt)IU9 VINYLWHT W/ GR � � ,. 43 X 23 " - �. 42 X 23 L0295456 EA _____25�- � � .16104 L0354134 EA 3624 ARCH TRANSOM VINYL W/GR 43" X 33'° 42." X 33'' 16103 WDW VINYL 5H CLEAR NO GR W/SCRN -� � � _38` X 63_"_ �--'^- .16.111.3 I.43t3Q1i38 £A _ 25 ARCH TOP WDW VINYL SH 1Pv�/GR & SCRN 38'1 X E,7" ��"- ---- 161..4 � L0329526 - EA 40.13 TRANSOM VINYL, WHT NQ GR !, 75_____42"X33" �-' 49 X 16 F7 ,_ ----__------------- 48 X 15 :161.0.3 L0295460 EA 2a TMP W/1./2 RD WDW VINYL SH WIGR & SCRN � ��- - _38" X 86' j � � 16104 0300837 # A 4613 TRANSOM VINYL WHT VW/GR 55" X 1.6'" 54" X is" 16100 L0310640 ----- -------- --- --- EA --- _-- 25 TW 1/2 EYEBROW ---------------------------------__._____ -_ VWD►!Er" VINYL. SH WHT W/aGR & SCRN ---- _____-_ _ -_ _ _ 74112." K 751" 16104 � c LQ29�463 EA - `- 4620 � - TRANSOM VINYL WHT W f GR " " - 55 X 2S - ; 8' THICK, 3 COAT CEMENT NOTE: NOTE: PREFORMED PLASTER SIDE LAPS OF METAL PLASTER BASES CONTROL JOINTSHALL BE SECURED TO FRAMING APPROVED BUILDING WRAP SHALL BE LAPPED A WRB LAYER W2, FORTIF15ER BUILDING MEMBERS. THEY SHALL BE TIED BETWEEN MINIMUM OF 6' 11 VERTICAL LAPS (ROLL ENDS) 4 FLANGE OF CONTROL JOINTS TO BE WIRE TIED PAPER (OR APPROVED EQUAL) SUPPORTS WITH 0.0415 -IN. (1.21 -MM) WIRE (o',@ HORIZONTAL LAWS. TO LATH 6 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). A5 PER ASTM 01063 I.B.I. .WALL _EVEN IF STUD EXISTS BEYOND EXCEPT NOTE: LATH VERTICAL STAPLES W/ 3/" LEG MAY BE USED TO TEMP. WRB LAYER �1, STUCCOWRAP FOR REPAIR OF TEARS IN USB LAYERS, LAP TO BE 1" (OR APPROVED EQUAL) 1"'�. LAP . "�,� LAIN SECURE CONTROL JOINT DURING INSTALLATION TEARS MAY BE PATCHED PEEL 4 STICK TEMPORARY STAPLES TO BE REMOVED AFTER_x r r z tx x x s' THICK, 3 COAT CEMENT INSTALLATION k. x x x PLASTER WOOD SHEATHING :!��METAL LATH METAL LATH FASTENERS TO BE SPACED r° TAPE WRB LAYER M"� PROTECTED FLASH TAPE WRB LAYER $2, FORTIF15ER ro e� �� ro �� I, STUCCOWRAP � �1' O.C. MAX VERTICALLY "`� �'�� BEHIND CONTROL JOINT (OR APPROVED BUILDING PAPER (OR WRI3 I TAPED TO &- MN pApER Lap i�Lau ONLY LATH SHALL NOT BE CONTINUOUS THROUGH PROVIDE 2X4 BLOCKING PLACED H EQUAL) DIRECTLY APPROVED EQUAL) SHEATHING uu/ U1RB CONTROL JOINTS BUT SHALL BE STOPPED AND FLAT MAX. 6' TO 8' FROM CONTROL *2 OVER TOP. WRB TO SHEATHING TAPE WRB LAYER �1, TIED AT EACH SIDE. PER ASTM 01063 1.10.1.4JOINT WHEN CONTROL JOINT FALLS 1 TD BE UPPED 5TUCCOWRAP (OR _. ON STRUCTURAL STUD # y WRB LAYER 1. .2.41U- :. . y_ APPROVED QUA „ m WOOD STUDS VERTICALLY 6 MIN. FORTIF15ER BUILDING ,•r,nyLAru 1 D E L f ---- STUCCO OVER Lr41' DIRECTLY To SHEATHING ALLPAPER (OR LAP a� OVER 1. FASTENERS FOR LATH TO BE NAILS OR METAL LATH. M TA L APPROVED EQUAL) STAPLES IN COMPLIANCE W/ ASTM C1063 SHEATHING a E LATH To HAVE 1' VERTICAL LATH _ VERTICAL LAP MIN. 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE &PAPER DETAIL WOOD SHEATHING 1 » TYPE M CONTROL JOINT scats Kra - 3. BLOCKING SHOWN MAY BE IN ADDITION TO &-� WALL STUDS REQUIRED PER PLAN NOTE: APPLY SEALANT AT 'M' CONTROL HORIZONTAL LATH PAPER- LAP JOINT END TO END CONDITIONS & PAPER DETAIL 2 Kra - CUT TWO PIECES OF FORM FLASK 1 USE FINGERS TO MOLD THE REMAINING A APPROX. 6' LONGER THAN THE RE G H LF OF THE FORM FLASH I TO THE SHEATHING, MAKING SURE THE WIDTH OF PIPE OPENING FORM FLASH 1 f 5 TIGHT TO THE PIPE AND TO THE LOCTITE SPRAY ADHESIVE DIRECTLY SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. t. TO 055 AROUND PENETRATION 1' OR LE55 PIPE PENETRATION WOOD SHEATHING STARTING WITH THE BOTTOM F OF THE PIPE, REMOVE .:. WATER RESISTIVE BARRIER r THE RELEASE LINER AND FOLD LAP SIDING (PER BUILDER) . THE FORM FLASH 1 IN HALF TAKE SECOND PIECE OF FORM (LENGTH 111.x •: WISE WITH ADHESIVE 1 AND APPLY f T TO THE MINIMUM LAP (PER MANUF. SPECS) _ LEGEND 4 •:; TO THE EXTERIOR) TOP HALF OF THE PIPE IN THE`.'1. ALIGN THE PROTECTO FORM FLASH I WEEP SCREED •} , DRAINAGE PLANE STEP 1 STEP 2 SAME MANNER, MAKING SURE ( AY _ WITH THE CENTER THE PIPE. ADHERE THE OVERLAP AREAS ARE STARTER STRIP (PER MANUR SPECS) :�::.. WRB L ER 1, FORM FLASH I To THE BOTTOM HALF of �; STUCCOWRAP OR PRESSED DDU,�I TIGHT TO THE MINIMUM CLEARANCE .. APPROVED EQUAL) THE PIPE AND WRAP AROUND THE PIPE. PIPE AND SHEATHING. ., (PER MANUP. 5PEC5) TAPE WR5 LAYER, ,� WRB LAYER *2 STUCCOWR,4P (OR APPROVED 5 Xrt CONTINUOUS GALV METAL (FORTIF15ER, PER FBG R�03.�_I ? � � STEP. FLASHING (NAIL TO ROOF - � 7a� BUILDING PAPER OR - EQUAL) DIRECTLY TO SHEATHING �, � DECK, NOT WALL SHEATHING) � APPROVED EQUAL) EXTERIOR LATHING AND PLASTERING WRB LAYER �2, FORTIF15ER � EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION BUILDING PAPER (OR CAP SHINGLE Do NOT NAIL a METAL LATH x x x x x: REQUIREMENTS OF ASTM C 926-12A. APPROVED EQUAL) — — METAL LATH ADHERED SHINGLES TRIMMED STUCCO _ INSTALLATION OF EXTERIOR LATHING AND . x - TO COVER FLASHING STRIP PROTECTO FORM. FLASH 1 FRAMING SHALL COMPLY WITH ASTM C 1063-12A � WOOD SHEATHING x CONFORMABLE AIR/VAPOR X . BARRIER TAPE DIRECTLY TO SHEATHING SELF-ADHESIVE FLASHING INSTALL FASTENERS LOCTITE SPRAY ADHESIVE (CLIPS, STRAPS, STAPLES) a NOTE. AS REQUIRED TO SECURE DIRECTLY TO OSB AROUND PENETRATION METAL LATH: LATH TO BE PER :: :. PIPE/ WIRE TO FRAMING x SIDING STUCCO FBC R103.1.1 / ASTM C-841-09, ELASTOMERIC COATING MIN. 2.5 LBS. PER SQ. YARD PIPE PENETRATION DETAILki :: TOR APPROVED EQUAL) tUTi IrtY OR NOMINAL LATIN DOES 3 .Kra OVER STUCCO/ C.V.FINISH �, NOT MEET SPECIFICATIONS) SECTION (SEE TYP WALL SECTION) 4 , KtFLASHING WRB: WATER RESISTIVE BARRIER ARCHITECT S FAX:407-7744078 www.abdesigngroup.com AA 4,0003325 stmDrv. & LOT: KENSINGTON RESERVE (IAT 118) MODEL,c LARGO (VERSION#01) PROJECT# 2997.000 116R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLOFADA �qy0�? JAMES C - AR N 12079 DATE. -/(5/%7/18 sx�T WA I Oil 041avvvvvoal stmDrv. & LOT: KENSINGTON RESERVE (IAT 118) MODEL,c LARGO (VERSION#01) PROJECT# 2997.000 116R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLOFADA �qy0�? JAMES C - AR N 12079 DATE. -/(5/%7/18 sx�T WA I TEXTURED CEMENTITIOUS COATING WRB LAYER 1. STUCCOWRAP (OR APPROVED x: EQUAL) WRB LAYER *2, FORTIFIBER BUILDING WOOD SHEATHING ' THICK, 3 COAT PAPER (OR APPROVED EQUAL) VENT CAP 15 TO BE SET IN CONTINUOUS BED OF CEMENT PLASTER WRB LAYER 01, STUCCOWRAP COR APPROVED J SEALANT. PREMANUR DRYER VENT CAP EQUAL) TAPED DIRECTLY TO SHEATHING ONE-PEICE HOODED VENT ATTACHED PER MANUF. (SET IN CONT. SEALANT) LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS STEP FLASHING NAILING FLANGE, STOP WRB AAPPPROX. X APPLY SEALANT. At PERIMETER OF OVERLAPS KICKOUT' 1" ABOVE SHINGLES NON-MOVABLE FRAME AND STUCCO ON ALL SEALANT ALL SIDES E :.;: w. - SI 5r y' SEALANT 6 JOINTS ALL AROUND DIVERTER I' MIN. �k"„'��.. -.. SELF ADHERING FLASHING DE THICK 3 COAT CEMENT PLASTER STEP FLASKING METAL LATH YERVENT BLOCKgjRKt� DRYFLEKT KICKOUT DIVERTER WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) kip BUILDING PAPER DRYER VENT FRAME } OVER QUICK FLASK FELT UNDERLAYMENT � 6A �: N.T. 01 PIPE THROUGH WALL PER FBC R103.1.1 SHINGLE ROOFING FASCIA EXTERIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 3', �`P EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL EXTEND 1/2' BELOW BUILDING PAPER COMPLY WITH THE APPLICATION REQUIREMENTS OF SHEATHING MECHANICALLY UNDER 'QUICK FLASH' ASTM C 926-12A. SHEATHING, FASTEN 4' O.C. MAX. VENT PENETRATION A INSTALLATION. OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A WOO SHEATHING WR8 LAYER �, FoRTIFIBER LEGEND WOOD WRB LAYER'�I, BUILDING PAPER COR DRAINAGE PLANE NOTE: CONSTRUCTION STUCCOWRAP TOR APPROVED EQUAL) (WRB LAYER 01, STUCCOWRAP INSTALL KICKOUT FLASHINGr��KICKOUT DETAIL WOOD APPROVED EQUALS METAL LATH OR APPROVED EQUAL AT BOTTOM OF ROOF 4 WALL xTa SHEATHING URB LAYER 02, WOOD . ��i8” TEXTURED FINISH is WOOD WRB LAYER *2 INTERSECTIONS FORTIFIBER CONSTRUCTION FASTEN TO WOOD STRUCTURAL (FORTIFIBER BUILDING PAPER BUILDING PAPER TOR 8' CMUl I, = MEMBER 6 1' O.C. MAX OR APPROVED EQUAL) AREA TO RECEIVE i COAT OF SHER-CRETE APPROVED EQUAL) =� Y' TO S' MID-WALLMETAL ATH X X X X ' THICK, 3 COAT CEMENT WEEP SCREED L d FLEXIBLE CONCRETE WATERPROOFER or STUCCO SCRATCH COAT PRIOR TO ELEC. METER WOOD FRAMED PLASTER 6' WIDE STRIP SELF . INSTALLATION WALL Y' TO 1l8' MID -WALL ADHERING FLASHING, CLEAN WOOD SHEATHING LL WEEP SCREED MASONRY BEFORE APPLYING SELF-ADHESIVE FLASHING 1 (.PER 3/WA1) 6' SELF -ADHERING FLASHING TEXTURED FINISH e MASONRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE' ELEC. METER FIELD VERIFY FRAME TO �FRAME FRAME TO BLOCK)METAL LATH: LATH TO 8E PER F8C R103.1.1 /ASTM 7A : Ts_ 7B Es N.T.& C-841-09, MIN. 2.S L85. PER SQ. YARD (UTILITY OR LOCATION . NOTE: PROTECTED FLASH TAPE BEHIND WEE SC � APPLY 5 A ANT AT SC N To JOINTS NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METER FIELD VERIFY LOCATION P REED PPL E L WEEP REED END END CUT ENOUGH PROTECTO FOi�"i SEALANT ON TOP 4 SIDES ONLY FLASH I PIECES TO COYER BOX 4' NOTE: ATTACH PER s PAST EACH SIDE. STARTING AT THE MANUF. SPECIFICATIONS 80TTOM OF THE BOX REMOVE i �- RELEASE LINER AND APPLY MAKE AN 'X' CUT THROUGH PUSH THE PROTECTO FORM CAVITY TO BE FILLED WITH RIGID FLASH I INTO THE OPENING PROTECTO FORM FLASH 1 IN A THE PROTECTO FORM FLASH 1 P POLYMERIC ISOCYANATE-POLYBLEND SINGLE FASHION TO COMPLETELY IN THE CENTER OF THE 80X AND ADHERE TO THE FOAM ('GREAT STUFF' OR SIMILAR) COVER THE BOX. INTERIOR of THE BOX. OR OUTLET OPENING EXTENDING TO Na CLOSER WOOD SHEATHING THAN I' TO CORNER. STEP 1 STEP 2 STEP 3 WRB LAYER 01, STUCCOWRAP APPLY SEALANT AT TOP TOR APPROVED EQUAL) ASTOM SIDES OF ELEC. METER BOX PROTECTO FORM FLASH ( EL ER C COATING AFTER STUCCO INSTALLATION SELF ADHERING FLASHING TOR APPROVED EQUAL) PP Y - BEAD OVER STUCCO/ C.Y. FINISH .o.o.o.o FLASH OPENING WITH PROTECTO FORM FLASH I APPLY 60 MIN GRADE 'D' FELT TOR APPROVED EQUAL) :06 .,..° °o (SEE TYPICAL WA P L LL SELF ADHERING FLASHING PER FLASHING OVER SELF -ADHERING FLASHING OVER 60 MIN GRADE 'D" SECTION) ELECTRICAL CONDUIT METHOD AS DESCRIBED IN DETAIL 3 OF WA1 OVER APROVED HOUSEWRAP FELT -PROVIDE SEALANT ;a o° METAL LATH ZENETRATION PIPE PENETRATION DETAIL AT ALL JOINTS AND111!i•a °° ° 8 APPLY I COAT OF SHER-CRETE FLEX15LE CONCRETE WRB LAYER *21 FORTIP15ER INTERSECTIONS EXTERIOR WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR ELE�TRICAL RECE�TAL� OR METER CAN COM80 OR METER CAN AND DISCONNECT APPROVED EQUAL) STEP 4 _ STEP 9 STEP 6 ARCHITECT S FAX -407-774-4078 www.abdesigngroup.com AA #: 0003325 9tMDIV. & LOT: KENSINGTON RESERVE (LOT 116) MODEL: LARGO (VERSION#41) PROJECT#* 299'7.000 116R1 PAGE: WALL ASSEMBLY DETAILS STATE OF FLORIDA Mayo JAMES C AR NO 79 DATE: 5 /18 sCAIM: <=i'-0" SHEE WA2 \000000000 9tMDIV. & LOT: KENSINGTON RESERVE (LOT 116) MODEL: LARGO (VERSION#41) PROJECT#* 299'7.000 116R1 PAGE: WALL ASSEMBLY DETAILS STATE OF FLORIDA Mayo JAMES C AR NO 79 DATE: 5 /18 sCAIM: <=i'-0" SHEE WA2 LEGEND DRAINAGE PLANE WOOD SHEATHING WOOD CONSTRUCTION %' HAT CHANNEL W/ /a" WRS LAYER 1, STUCCOWRAF TYPE 'X' DRYWALL COR APPROVED EQUAL) WOOD SHEATHING UR5 LAYER "2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT WRB LAYER 0I1 PLASTER STUCCOWRAP COR AMb6-WFWC-l80 CUSTOM CA51NG APPROVED EQUAL) BEAD COR APPROVED EQUAL) ' THICK, 3 COAT CEMENT PLASTER WRB LAYER 01, STUGCOWRAP (OR APPROVED EQUAL) IWRB LAYER 1, SUCCOWRAP 2x FRAMING MEMBER OR APPROVED EQUAL ' THICK, 3 COAT CEMENT PLASTER WRB LAYER (FORTIFISER BUILDING PAPER NOT CORNER BEAD FASTENED TO OR APPROVED EQUAL) METAL LATH: LATH TO BE .. SHEATHING g 1' O.C. MAX. METAL LATH X X X X PER FBC R103: -1 / ASTM C-841-09, MIN. 2.5 L55. PER - WRB LAYER1, STUCCOWRAP STUCCO 5Q. WARD CUTILITY OR (OR APPROVED EQUAL) WOOD SHEATHING NOMINAL LATH DOES NOT 1,000D SHEATHING 5ELF-ADHE51VE FLASHING MEET SPECIFICATIONS) METAL LATH WRS LAYER 02, PORTIP15ER BUILDING PAPER COR APPROVED EQUAL) @O!IR BEAD 11 FRAME WRB LAYER '2, FORTIFIBER BUILDING WOOD CONSTRUCTION ' • !� z PAPER COR APPROVED. EQUAL) VINYL COR APPROVED _ WEATHER RESISTIVE URB LAYER 1,� 6' SELF-ADHEREING FLASHING BARRIER � EQUAL) CASING BEAD STI�CCOWRAP WEATHER RESISTIVE WRAPPED 6 CORNER OF CANTILEVER COR APPROVED EQUAL) K BARRIER �2 AMICO AM(o&-WFWC-"I80 AMICO AMUo-WFWC-180 CUSTOM $' THICK, 3 COAT CEMENT PLASTER CUSTOM CASING BEAD CASING BEAD COR APPROVED EQUAL) METAL LATH COR APPROVED EQUAL) (W/OPT. WEEPS) 5/8' TYPE "X' DRYWALL WOO SHEATHING DO NOT CAULK OR W/TEXTURED 4 PAINTED FINISH D SEAL GAP s' THICK, 3 COAT GEMENT HEADER/BEAM PLASTER VINYL CORP. COR APPROVED EQUAL) VINYL COR APPROVED /4' P051TIVE DRAIN WEEP SCREED l0A CASING BEAD DETAIL CANT. KTA QUAL) CORNER BEAD NO GAP IN FIELD VINYL COR APPROVED EQUAL) (SHOWN FOR CLARIFICATION OF CASING BEAD SEPARATE ACCE55CRIES ONLY) DRIP EDGE INSTALLATION 11A : KTP. FINISH LAYER (2 LAYER PEEL 4 STICK) 3" X 3" 26 GA. QALY. METAL DRIP �o' PEEL STICK DRIP EDGE SET IN FULL BED OF SEALANT ' EDGE TO DECK , MIN. SPACE F OM I FA 1 VXI Y4' P.T. OR SIMULATED WOOD (TREX)- FILLER COR APPROVED EQUAL), CONTINUOUS WATER PROOFING 1st LAYER (2 LAYER - PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL 4 STICK 6 DRIP EDGE TO DECK - SUB FLOOR - ®t FULL SHEETS OF PEEL 4 STICK 1 VXI %' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y' GAP FOR BACKER ROD 4 SEALANT ' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL COR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD R DR P CE TO TREX Y' CHAP FOR BACKE Y" GAP FOR BACKER ROD 4 SEALANT - ROD SEALANT VINYL (OR APPROVED EQUAL) °= VINYL COR APPROVED EQUAL) CASING BEAD CASING - BEAD I FATHER RESISTIVE BARRIER *I WATER PROOFING st LAYER OOFIN 1t WEATHER RESISTIVE BARRIER (2 LAYER PEEL 4 STICK) '••COMPONENTS PILLED **#COMPONENTS PILLED APART FOR CLARITY APART 1=0R CLARITY PEEL 4 STICK DECK MEMBRANE, EXTEND OVER DRIP EDGE SUS FLOOR 3' X 3' 26 GA. GALV METAL DRIP EDGE SET IN FULL SED OF SEALANT, Y' MIN. SPACE FROM DRIP FACE TO TREX MODIFIED SO .VINYL COR APPROVED EQUAL) CASING BEAD 1 y'X1 Y' P.T. OR SIMULATED WOOD (TREX) WATER PROOFING tat LAYER (2 LAVER FILLER (OR APPROVED EQUAL, CONTINUOUS PEEL 4 STICK) WRAPPED FROM BALCONY Y4" GAP FOR SEALANT 4 5, DECK TO CANTILEVER OPT. BACKER ROD 8' TRICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIERI WEATHER RESISTIVE BARRIER TRICK, 3 COAT CEMENT 4' POSITIVE DRAIN WEEP SCREED PLASTER NO GAP IN FIELD VINYL COR APPROVED EQUAL) CASING BEAD (SHOWN FOR CLARIFICATION OF VINYL COR APPROVED EQUAL) BEAD SEPARATE ACCESSORIES ONLY) VINYL (OR APPROVED EQUAL) CA51NG BEAD BALCONY DRIP EDGE INSTALLATION I nlB NOTE: SET RAILING LAG BOLT ATTACHNMENTS CORNER BEAD (FASTENER 4 SPACING g l' O.C.) CMU W THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MASONRY UNIT CORNER BEAD BLOCK 12B KT& COLUMN SHEATHING WEATHER RESISTIVE 5ARRIER1 WEATHER RESISTIVE BARRIER'S 6' SELF ADHERING 4 FLASHING PEEL 4 STICK 1 Xz'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT, �' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER �I WEATHER RESISTIVE BARRIER EXTERIOR COLUMN COLUMN SHEATHING 6' SELF ADHERING 4 FLASHING 1 Vx3' 'L' FLA5HING FULLY E�15EDDED IN ROOF CEMENT Y' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y' MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL COR APPROVED EQUAL) CASING BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER ' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER FATHER RESISTIVE BARRIER 02 4' POSITIVE' DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE, INSTALLATION n @ COLUMN W/ L FLASHING rARCHITECT S r n: Iry r- r r Y -vv r v FAX -407-774-4078 www.abdesigrigroup.com AA #: 0003325 SUBDrv. 8e LOT: KENSINGTON RESERVE (LOT 116) MODEL LARGO (VERSION#01) PROJECT#:. 2997.000 116R1 PAGE: WALL ASSEMBLY DETAILS aFfMjrrecr. STATE OF FLORIDA *AyO% DATE: PK71111EI SC . SHE WA3 \DODOOOOOOJ SUBDrv. 8e LOT: KENSINGTON RESERVE (LOT 116) MODEL LARGO (VERSION#01) PROJECT#:. 2997.000 116R1 PAGE: WALL ASSEMBLY DETAILS aFfMjrrecr. STATE OF FLORIDA *AyO% DATE: PK71111EI SC . SHE WA3 WOOD SHEATHING WRB LAYER 01, 5TUCCOWRAP COR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER COR APPROVED EQUAL) METAL LATH ' THICK, 3 COAT CEMENT PLASTER (o "SELF -ADHERING FLASHING DRIP CA -100 WINDOW FLANGE WRB LAYER 1, STUCCOWRAP COR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING - PAPER COR APPROVED EQUAL) METAL LATH " THICK, 3 COAT CEMENT PLASTER (o SELF -ADHERING - FLASHING DRIP CAP - WINDOW FLANGE CASING BEAD @ WINDOW FRAME, NO BAND 13A eca.�: Krm WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP COR APPROVED EQUAL) $' THICK, 3 COAT CEMENT URB LAYER 1, 5TUCCOWRAP U1RB LAYER �2, FORTH=IBER WOOD SI-1E,4fiHINGA' � PLASTER (OR APPROVED EQUAL) BUILDING PAPER ",* �No ma� METAL LATH IX TRIM_ MEMBER tv STUCCO T°,�M WOOD SHEATHING COR APPROVED EQUAL) 02, METAL LATH x U1R5 LAYER 1, STUCGOWRAP TO SIDING TRANSITION D � UJRB LAYER �1,1=4RT11=1B�R WRB LAYER FORTIF15ER TDR APPROVED EQUAL) SIDING BUILDING PAPER �M BUILDING PAPER COR s THICK, 3 COAT CEMENT WRB LAYER 02, FORTIP15ER CDR APPROVED EQUAL) APPROVED EQUAL) PLASTER BUILDING PAPER METAL LATH VINYL COR APPROVED EQUAL) COR APPROVED EQUAL) WOOD SHEATHING 8 TI -TICK, 3 GOAT ANGLED CASING BEAD METAL LATH•' . r ` y . • - :.. IXPLODD VIEW FOR CEMENT PLASTER �o'SELF-ADHERING FLASHING;_ (ExPTHICK, 3 COAL VIEW FOR ...... , :...,. ,-..r, CLARITY) DRIP CAP CLARITY) CEMENT PLASTER WINDOW FLANGE WRB LAYER 1, 5TUCCOWRAP COR APPROVED EQUAL) URB LAYER 1, SfiUCGoWRAP :rte VINYL COR APPROVED EQUAL) ANGLED CA51NG BEAD WRB LAYER fl, 5TUCCOWRAP COR APPROVED EQUAL) COR APPROVED EQUAL) CA51NG BEAD WRIB LAYER *2, FORTIF15ER BUILDING (o' SELF ADHERING PAPER COR APPROVED EQUAL) FLASHING OR PEEL 4 STICK METAL LATH SIDING TO STUCCO ' THICK, 3 COAT `- CASING BEAD ` CEMENT PLASTER 14 KTP - 6'SELF-ADHERING FLASHING WOO SHEATHING DRIP CAP D CASING BEAD @ WINDOW WINDOW FLANGE METAL LATH 13B FRAME, W BAND . xt� WRB LAYER 01, STUCCOWRAP U100D SHEATHING COR APPROVED EQUAL) LEGEND WRB LAYER *2, FORTIFIBER BUILD(NC WRB LAYERI, STUGGOWRAP WOOD CONSTRUCTION BEYONDCOR APPROVED EQUAL) PAPER COR APPROVED EQUAL) WOOD SHEATHING DRAINAGE 'LANE WRB LAYER 02, FORTIF15ER (WRB LAYER, SfiUGcouAP s" THICK, 3 COAT BUILDING PAPER WEATHER RESISTIVE BARRIER �' SELF-ADHERINGOR APPROVED EQUAL) CEMENT PLASTER COR APPROVED EQUAL) WEATHER RESISTIVE BARRIER 02 FLASHING �' X Y¢' LAP SfDING W/i6" REVEAL WRB LAYER 02 VINYL COR APPROVED EQUAL) r" METAL LATH WEATHER RE515TIVE BARRIER ICFORrt11=15ER BUILDING PAPER ANGLED CASING BEAD THICK, 3 COAT CEMENT (o' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER 02 OR APPROVED EQUAL) (EXPLODED PLASTER STARTER STRIP PER STARTER STRIP PER VINYL COR APPROVED EQUAL) 1xi VIEW FOR MANUFACTURER'S INSTALLATION a d METAL LATI-1 X X X X CLARITY) M NUFACTURER S INSTALLATION5TUCCO d : 4 CA51NG BEAD INSTRUCT I ONS INSTRUCTIONS44 DO NOT CAULK OR SEAL OPENING 0' SELF -ADHERING FLASHING. WOOD SHEATHING SELF-ADHESIVE FLASHING CASING BEAD RAISED GALV'D METAL 'Z'FLASHING GALV'D META. °Z' JANDFRAMEFLASHfNG Do NOT CAULK OR SEAL OPENING NOTE: STUCCO CASING BEADMETAL LATH: LATH TO BE PER FBC 8103.1.1 / ASTM :. C-841-09, MIN. 25 LBS. PER SQ. YARD (UTILITY OR 4 NOMINAL LATH DOES Not MEET SPECIFICATIONS) GALV'D METAL 'Z' FLASHING SIDING TO STUCCO IZ A@ BLOCK TO FRAME TRANSITION - XT.5. WOOD SHEATHING WEATHER RES15T'IVE BARRIER M WEATHER RESISTIVE BARRIER 02— X 2 X I Y' LAP SIDING W/(o REVEAL (o' SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER'S— INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING GALV'D METAL 'Z' FLA5HING —/ E -Z BEAD VINYL—/ COR APPROVED EQUAL) CA51NG (W/%a' FLEXIBLE PVC BACKER RDD) (o' SELF -ADHERING FLASHING Ys' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER I / WEATHER RESISTIVE BARRIER *2---/ STUCCO CASING BEAD i' THICK, 3 COAT CEMENT PLASTER $TH ICKI 3 (DAT CEMENT. PLASTER WOOD CONSTRUCTION BEYOND b' SELF -ADHERING FLASHINCx SEALANT MAA' DG METAL LATH to WINDM METAL LATH SEALANT WRB LAYER 02, FORTIF15ER BUILDING WEATHER RESISTIVE BARRIER M TO LAP WINDOW FRAME PAPER COR APPROVED EQUAL) 6' MIN. ABOVE TOP OF 'Z' FLASHING WOOD SHEATHING ti WINDOW FRAME WR$ LAYER 02, FORTIF15ER WEATHER RE51STIVE BARRIER .: • f BUILDING PAPER WEATHER RESISTIVE BARRIER COR APPROVED EQUAL) GALV'D METAL 'Z' FLA5HING WRB LATER 9, 5TUCCOWRAP E -Z BEAD VINYL (OR Do NOT CAULK OR SEAL OPENING COR APPROVED EQUAL) APPROVED EQUAL) CASING WEATHER RE515TIVE BARRIER I TO LAP &' WIDE PEEL 4 STICK tW/V FLEXIBLE PVC BACKER (o' MIN. ABOVE TOP OF 'Z' FLASHING WINDOW FLANGE OVER FLANGE ROD INCLUDED) 2X FRAMING MEMBER E -Z BEAD VINYL WRB LAYER M, STUCCOWRAP COR APPROVED EQUAL) CASING 2X FRAMING COR APPROVED EQUAL), 6' SELF -ADHERING FLASHING BUILDING WRAP CW/%' FLEXIBLE PVC BACKER ROD MEMBER WRAPPED AROUND FRAMING INCLUDED) MEMBER / WEATHER RESISTIVE BARRIER 6' SELF ADHERING FLASHING E -Z BEAD VINYL COR APPROVED EQUAL) *APPLY FULL BED OF W00 SH CASING (W/%' FLEXIBLE PVC BACKER SEALANT BETWEEN D SHEATHING ROD) FLANGE 4 BUILDING WRAP DETAIL EXPLODED FOR WEATHER RESISTIVE BARRIER CLARITY SIDING TO STUCCO EZ BEAD WINDOW CASING @ FRAME TO FRAME TRANSITION 17 ,KTP SQ&Es RTA ARCHITECT S DesominGrou nc. PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 Mb �vvvvvovo, StMDIV. & LOT: KENSINGTON RESERVE (lDT 116) MODEL& LARGO (VERSION#01) PROJECT& 2997.000 116R1 PAGE: WALL ASSEMBLY DETAILS M>MECT: STATE OF FLORDA JAMES C AR N 7 DATE:/7/18 SCALL: 4"=1'-0" SHEE WA4 CUT HOUSEWRAP AT 45 ANGLE MODIFIED "I" CUT IN HOUSEUIRAP LINE OF WINDOW OPENING APPROVED NOUSEWRAP OVER SHEATHING OVER WD STUD WALL TEMPORARILY FOLD-' ICD t SECURE HOUSEWRAf �. . P UNDER) at STEP 1 WINDOW FLASHING INSTALLATION DETAILS 18 KT FULL CRAP (FRAME ) WALL FLASHING INSTALLATION DETAIL (MASONRY) 11 Uii KTA FOLD HOUSE IN AT JAMBS SLOPE SILL R EXTE INSTALL (o" SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN 1" BELOW SILL PLEX15LE FLASHING DO NOT SEAL 50TTOM FIN APPLY 081 WU (0 E6IUAL) SEALANT + WINDOUACMU JOMT. FLUID APPLIED FLAWING (LANCO WI -HTE -SEAL RC -863 OR ESI STEP 2 ALIGN FLEXI5LE- 5ELF-ADHERING �5HING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN PANNED EDGES. (CAP NAILS, STAPLES) INSTALL SELF-ADHERING- - FLEX15LE FLASHING AS THE FLASHING AT THE SILL - (o" SELF -ADHERING F OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE 01 DF u i EXTEND SELL= -ADHERING FLASKING I' MIN BEYOND JAMS FLA5H ING INSTALL VINYL DRIP CAP INSTALL A SILL DAM OVER THE APPLY 3i6' NOM. CONTINUOUS BUILDING WRAP AT THE SACK OR BEAD OF SEALANT AT JAM55 THE SILL AND THEN INSTALL THE AND HEAD or APPLY TO BACK SELF -ADHERING 5TRETCHA5LE OF WINDOW NAILING FLANGE IN FLASHING 4 APPLY SEALANT AT LINE W1 PRE -PUNCHED HOLES ENDS OF SILL DAM OR 5LOTS.----\ / - SUPER STRETCH � \ BUTYL FLASHING STEP 38, VERT. ENE)STEF 4 DAMS REQ'A. At EACH END OF SILL .REWRAP DOWN t DIAGONAL CUT t 4EAp OF WINDOW 0 1 D.0 r STEP 8 INSTALL WINDOW PLL LEVEL AND SQUARE I MANUFACTURERS WRIT INSTRUCTI, APPLY MEMBRANE FLASHING OVER JOINT INSTALL 6" WIDE ADHESIVE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT IPROTECTO-WRAP 5T-20XL OR APPROVED EQUAL) STEP 5 LiIL'1 u NOTE: 1. IT IS THE CONTACTORS RESPONS15ILTY TO VERIFY THE COMPAT151LITY OF ALL PRODUCTS INCLUDING HOUSEJRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C N IT E C TS FAX:407-774-4078 www.abdesigrigroup.com AA #- 0003325 9tMDM & LAT: KENSINGTON RESERVE (LOT 116) MODEL.* LARGO (VERSION#01) PROJECT#: 2997.000 116R1 PAGE: - WALL ASSEMBLY DETAILS aRCrrEcr. STATE OF ROPoDA May 4?D1e JAMES AR NO✓12079 DATE: SHEXT YV JWA5 �ovvvvvvor 9tMDM & LAT: KENSINGTON RESERVE (LOT 116) MODEL.* LARGO (VERSION#01) PROJECT#: 2997.000 116R1 PAGE: - WALL ASSEMBLY DETAILS aRCrrEcr. STATE OF ROPoDA May 4?D1e JAMES AR NO✓12079 DATE: SHEXT YV JWA5