The URL can be used to link to this page

Home My WebLink About3652 Crawley Down Lp 18-2799 Plans New construction SFHFIFI SAN I AL JLL 0 SA. VERSION 0 1 FORM RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANE EXAMINER DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, Pr CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection ryanho es.Com - 6VI�NG, SANFORD # 1 8- 2 7 9 9 • STATE of FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: IABV. ABOVE LAV. I AVATOR_ DATE DESCRIPTION SHEET # DESCRIPTION • FLORIDA BUILDING CODE RESIDENTIAL A/C AIR CONDITIONING LUM. LUMINOUS RYAN HOMES ORLANDO ADJ. ADJUSTABLE M.C. MEDICINE CABINET e� (FBCR}, 6TH EDITION(2017) CS COVER .SHEET 4307 VINELAND ROAD, SUITE 102 ALT. ALTERNATE MFR. MANUFACTURER GN GENERAL NOTES ORLANDO, FL 32811 • AMP. AMPERAGE MIN. MINIMUM ALL LOCAL AND STATE CODES BD. BOARD MTD. MOUNTEI 1 FRONT & REAR ELEVATIONS CL CENTER LINE MTL. METAL 2 LEFT & RIGHT ELEVATIONS RYAN HOMES — TAMPA3 FIRST FLOOR PLAN CAB. CABINET N.T.S. NOT TO SCALE • OCCUPANCY RESIDENTIAL, NTIAL, GROUP R3 CLG. CEILING O.C. ON CENTER 4 SECOND FLOOR PLAN 1409 TECH BLVD., SUITE 202 • CONSTRUCTION TYPE — VB CLR. CLEAR PL — PROPERTY LINE TAMPA, FL 33619 CONC. CONCRETE P.B. PUSH BUTTON MIN. INTERIOR FINISH - CLASS C GOND. CONDENSER PH. PHONE 4A.1 STAIR SECTION _ • BASIC WIND SPEED - VULT = 150 MPH CPT. CARPET PLT- PLATE r 5 FOUNDATION PLAN - VASD = 116 MPH C.T. CERAMIC TILE PLYWD. PLYWOOD 5A FOUNDATION DETAILS D. DRYER PR. PAIR * STATE OF FLORIDA • RISK CATEGORY - II DBL. DOUBLE P.T. PRESSURE TREATED 5B DOWEL PLAN • EXPOSURE CATEGORY EXPOSURE C D.G. DUAL GLAZED R. RISER 5C LINTEL PLAN (LOTT'S PROFESSIONAL ARCHITECT: DIA. DIAMETER RAD. RADIUS ) • 1 -STORY RESIDENCE DIM. DIMENSION R.A.G. RETURN AIR GRILL 5D LINTEL PLAN (CAST -CRETE) JAMES CANTWELL • 2 -STORY RESIDENCE - MAX. HEIGHT AS PER DISP. DISPOSAL 5E LINTEL PLAN (QUALITY PRECAST) LOCAL AND STATE CODES DP. DEEP REF. REFRIGERATOR 6 FIRST FLOOR FRAMING AR N0. 12079 DR. DOOR RM. Roots D.S. DOWNSPOUT R.O. ROUGH OPENING 7 SECOND FLOOR ROOF FRAMING PLAN DTL. DETAIL S.D. SMOKE DETECTOR 8 ENTRY SECTION DE'T'AIL A.B. DESIGN GROUP, INC. WIND SPEED & EXPOSURE CATEGORY D.W. DISHWASHER S.H. SINGLE HUNG 9 FIRST FLOOR ELECTRICAL PLANS 1441, NORTH RONALD REAGAN BLVD.COMMUNITY `+ TT v EA. EACH sHT. SHEET BY COMM V NIT 1 ELEV. ELEVATION SHTHG. SHEATHING 9.1 SECOND FLOOR ELECTRICAL PLANS LONGWOOD, FLORIDA 32750 EQ. EQUAL SHWR. SHOWER Fax: (407) 774-4078 Tel: (407) 774-6078 EXH. EXHAUST SIM. SIMILAR Dl SECTIONS/DETAILS EXT. EXTERIOR SL. SLIDING AYERSWORTH GLEN 150—B F.G./FX . FIXED GLASS SL. GL. SLIDING GLASS D2 SECTIONS/DETAILS F.G. FUEL GAS STD. STANDARD D3 SECTIONS/DETAILS BAYBERRY WOODS 150—B FIN. FINISH TEMP. TEMPERED GLASS FLR. FLOOR THK. THICK D4 SECTIONS/DETAILS CARRIAGE POINT 150-B FLUOR. FLUORESCENT T.O.C. TOP OF CURB D5 SECTIONS/DETAILS' FI . T.O.S.RENCH DOOR T.O.P. TOP OF PLATE D6 SECTIONS/DETAILS CHAMPIONS RESERVE 140-B FTG. FOOTING T.o. TOP OFsLAB CREEK SIDE 140—B GA. GAUGE TYP. TYPICAL D7 WINDOW SCHEDULE GAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED G.F.I. CYPRESS PRESERVE -139-C GROUND -FAULT CIRCUIT OTHERWISE DRAWING / CONTRACT DOCUMENT INTERRUPTER V.P. VAPOR PROOF WAi WALL ASSEMBLY DETAILS HIGHLAND MEADOWS 140-B GL. GLASS W. WASHER REVIEW BY BUILDER WA2 WALL ASSEMBLY DETAILS GYP. BD. GYPSUM BOARD W/ WITH KENSINGTON RESERVE 140—B H.B. HOSE BIB WD. WOOD WA3 WALL ASSEMBLY DETAILS LAKES AT LUCERNE 140—B H.C. HOLLOW CORE WDw. WINDOW WA4 WALL ASSEMBLY DETAILS HDR. HEADER W/H WATER HEATER - THE BUILDER ASSUMES ALL LIABILITY FOR LUCAYA LAKE CLUB 150—C xGT. OR HT HEIGHT W.I.wxouGHT IRON WA5 WALL ASSEMBLY DETAILS INTERPRETATION OF THE CONTRACT DOCUMENTS. INSUL. INSULATION McCORMICK RESERVE 140—B INT- INTERIOR -_ IF ANY ASPECT OF THE CONSTRUCTION (AS OCOEE PINES 140—B DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR ORCHID ESTATES 140—B SQ.FT. CALL.'S AND IN NEED OF FURTHER DETAILING OR OSPREY LANDING 150—C EXPLANATION IN, ORDER TO BUILD THIS PROJECT SERENOA 140—B BASED ON THIS DRAWING SET, THE CORRECT SHADOW RIDGE 140-B PROCEDURE IS FOR THE BUILDER TO SUBMIT A SOUTHFORK LAKES 150-8 WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO a. IST FLR LIvM 1,264 SFT. THE -ARCHITECT OR ENGINEER FOR CLARIFICATION. VICTORIA TRAIL 140—B 2N0 PLR LIVINCs I;96 Sa. FT. TOTAL LIYINCs 2,560 SQ FT. AB DESIGN GROUP WILL- RESPOND TO ALL WRITTEN THESE PLANS ARE DESIGNED AND ENGINEERED RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY FOR A WIND SPEED AND EXPOSURE CATEGORY OF ENTRY 50 Sa. FT MANNER. AB DESIGN GROUP TAKES NO 150—C RESPECTIVELY. IN THE CONDITION THAT GARAGE 453 Sa.I=T. RESPONSIBILITY FOR INTERPRETATIONS OF THIS HOME_ IS BUILT IN A WIND SPEED AND LANAI 242 Sa FT. CONSTRUCTION BY THE BUILDER WHEN NO RFI's EXPOSURE CATEGORY LESS THAN 150—C, PLEASE TOTAL 3,305 Sc�.1=T. 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 1T EC TS Desi n rou I n� G . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abd esigngrou p.com AA #: 0003325 r � �vovvooar, sxmDIV. 8e LOT: KENSINGTON RESERVE (LOT 40) 3[O DEL: SANTA ROSA (VERSION#01) PROJECT#: 2997.000/04OR1 PAGE: COVER SHEET ARCHITECT STATE OF FLORIDA -J C ,121979 DA7*.- 5 �21 /18 8#/AMM 1/4"=1'— 0" ET OP' 9 GENERAL NOTES FRAME WALL HEIGHT @ 8'-0" CONCRETE 140MPH/B 140MPH/C 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (1017) AND IN CONJUNCTION WITH ASCE 7-10. 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE 12. MNMUM DI MENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT. SQ. @ 16' O.C. @ 12' O.C. @ 16' O.C. @ 12' O.C. REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2x6 STUD SPACING @ 16' O.C. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; @ 16' O.C. @ 16' O.C. @ 16' O.C. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 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 A FLOOR LIVE LOADS_ IPSFy 6. OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR At. SLEEPING ROOMS 30 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 2.2• PIX CONFORM NG TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS A2. ATTICS Wl STORAGE 20 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXI MUM AGGREGATE SIZE SHALL BE'/+'. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH Al ATTICS W/OUT STORAGE 10 THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTENAPPROVAL FROM THE ARCH TECTIENGINEER. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kghn°) IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. SYNTHETIC FIBERS SHALL CHANGE IS THROUGH AWRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. A4. POOLROOMS 75 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER A5. BALCONIES 40 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING NG INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING A6. DECKS 40 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. , , 3. CONDENSATION LINES SHALL BE MINIMUM /.. PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL A7. STAIRS 40 CODE RESIDENTIAL, 6TH EDITION 201 ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. A8. ALL OTHER ROOMS 40 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/+'. WHEREVER POSSIBLE. 11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING B FLOOR DEAD LOADS�PSF) 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. B.I. ALL AREAS 10 INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 13. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). B.I. 05, W31 OR D31 AND SMALLER �• 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR 6TH EDITION (2017}. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSVTPI 1-2007 NATIONAL DESIGN C. ROOF LIVE LOADS *• _ 8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION C.I. #11 AND SMALLER 3/' STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED C.t. '" MIN MUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 6TH EDITION (2017). D. BEAMS & COLUMNS: TO 1_1240. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOORICEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, D.I. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS1'h• 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED 7 D. ROOF DEAD LOAD IPSF} IN ACCORDANCE WITH ASTM E 84 OR U 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (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 D.l. FIBERGLASS SHINGLES 11 1111 MASONRY 17. POLYMER PAINT. D.2. CONCRETE TILES 25 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION 1. UNDER STAIR PROTECTION GARAGES AND CARPORTS 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE A ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UDDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH ;/ GYPSUM BOARD, 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSON' STRONGTIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL E. WIND LOAD CRITERIA FBCR, 6TH EDITION (2017) SECTION 302.7 1. GARAGE DOOR 3. CONNECTIONS NTH THE SIZE AND NUMBER OF BOLTSIRNLS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. E.1. BASIC WIND SPEED VUT. =150 MPH, VASD = 116 MPH 1. MASONRY CONSTRUCT! ON SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 4021 ACI 5301 ASCE 5. EXTERIOR FINISHES E.2. E.3. EXPOSURE CATEGORY WIND DIRECTIONALITY FACTOR(KD)0.85 C 2. CONCRETE MASONRY UNITS SHALL BE GRADE 'N' TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE 20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302A Z IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE EA. INTERNAL PRESSURE COEFFICIENT (GC -p) 0.18 MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Ffi =1500 PSL CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9M�. E.5. OPEN BUILDINGS 0.00 OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (G=CI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 E.B. ENCLOSED BUILDINGS 10.18 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK 21 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. F.1. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN IA INCH AND NOT MORE GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, BTH EDITION THAN % INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DI MENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE ARE FOUND PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-0" WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 150MPH/B 150MPH/C 160MPH/C 2X4 STUD SPACING @ 16' O.C. @ 16' O.C. @ 12' O.C. @ 16' O.C. @ 12' O.C. N/A 2x6 STUD SPACING @ 16' O.C. @ 16' O.C. @ 16' O.C. @ 16' O.C. @ 16' O.C. @ 16' O.C. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANYOR VERTICAL REINFORCING 22. INVENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION 201 ENERGY CONSERVATION. BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT � DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANIDIOR FABRICATION OF THE WORK. ALSO SEE 'DRAWINGICONTRACT DOCUMENT REVIEW 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. PLUMBING BY BUILDER' NOTE ON COVER SHEET (CS). REINFORCING STEEL 5. THE ARCH TECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE 6. 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 STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2 WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 2.2• PIX CONFORM NG TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) * PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO OR MACRO SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 112 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH • FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTENAPPROVAL FROM THE ARCH TECTIENGINEER. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kghn°) IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. SYNTHETIC FIBERS SHALL • PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1' PER 100' OF LINE WITH EVERY 10'F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, BTH EDITION (2017) • PIPE SUPPORTS SHALL BEA MAXIMUM OF 32' HORIZONTALLY, AND 10' VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 4. ALL VERTICAL REINFORCING BARS IN CMJ CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH * CONDENSATION LINES SHALL BE MINIMUM'/; PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX 10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25'. , , 3. CONDENSATION LINES SHALL BE MINIMUM /.. PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION 201 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. WHEREVER POSSIBLE. 11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 12. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24' AF.F. AND MORE THAN 72' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH B. CONCRETE EXPOSED TO EARTH OR WEATHER: 13. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). B.I. 05, W31 OR D31 AND SMALLER �• 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR 6TH EDITION (2017}. C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND.8. 14. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). C.I. #11 AND SMALLER 3/' FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). D. BEAMS & COLUMNS: 15. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOORICEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, D.I. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS1'h• 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED 7 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, IN ACCORDANCE WITH ASTM E 84 OR U 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). . DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. 6TH EDITION (2017) 16. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ELECTRICAL FIRE-RESISTANT CONSTRUCTION 17. CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION 1. UNDER STAIR PROTECTION GARAGES AND CARPORTS 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE A ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UDDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH ;/ GYPSUM BOARD, DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) FBCR, 6TH EDITION (2017) SECTION 302.7 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 A ENGINEERED FOR 150 MPH MN WIND LOAD. 4. 75%OF LIGHTING MUST BE ENERGY EFFICENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. EXTERIOR FINISHES B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 5. 125 -VOLT, SINGLE-PHASE, 15- AND 20 -AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, 2. AS PER FBCR 6TH EDITION (2017) SECTION 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 (G=CI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 2 STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE NTH ASTWC926 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. AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE 3. LATH & ACCESORIES PER ASTM -G1063 -11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO INSTALLED FOR EACH MOTOR VEHICLE SPACE. OPENINGS INTO THE GARAGE. TIMBER - ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS 'L' - FLASHING -- HORIZONTAL LATH AND PAPER DETAILS 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN % -INCH GYPSUM BOARD - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS EQUIVALENT. WHERE THE SEPARATION IS AFLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'r4-INCH GYPSUM BOARD OR 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN - CASING BEAD DETAILS -- DRIP EDGE DETAILS EQUIVALENT. -- CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS- A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WORK B. NATIONAL FOREST PRODUCTS ASSOCIATION: - WINDOW FLASHING DETAILS YYORK B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION G SOUTHERN PINE INSPECTION BUREAU: SHALL BE INSTALLED PER ASTM -C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) CA. STANDARD GRADING RUES FOR SOUTHERN PINE LUMBER 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. D. TRUSS PLATE INSTITUTE: 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 71N (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 IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. DA. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007) E. APA- THE ENGINEERED WOOD ASSOCIATION: ASTM -G1063 THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIRSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION E.1. ENGINEERED WOOD CONSTRUCTION GUIDE 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -G1063 F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 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 BEV 0' BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN) MACHINE GRADE LUMBER, UNO. CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN MAINTENANCE THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY A Fb =1,100 PSI Fv =175 PSI E = 1,400,000 PSI PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TQ RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. IT IS ASSUMED THAT THE BUILDER WALL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR 4. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE 92) OR BETTER (UNLESS NOTED OTHERWISE). CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. WITHASTMD-1557. 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. CONSTRUCTION OBSERVATION 5. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MIN MUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN',4 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 1. CONSTRUCTION OBSERVATION SERVICES/ CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. 6. ALL BOLTS SHALL HAVE MINIMUM 2' SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHEREIN CONTACT WITH WOOD. 7. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION 2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS /CONTRACTORS (2017). 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. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116' OSB EXPOSURE -1 OR 112' CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MD -SPAN FOR SPANS INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 9. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) GREATER THAN 16' ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. EXCAVATIONS TO BE A MINIMUM OF 3' 0' BEYOND NEW FOOTING LINE. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8' OSB EXPOSURE -1 OR 518' CDX PLYWOOD OR 15132' APArRATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN WON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING 11. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE'/; SU3FLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING NTH PERFORMANCE SPECIFICATION AFG-01 12. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SHALL ONLY BE USED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116' OSB EXPOSURE -1 OR 112' CDX PLYWOOD OR 15/32' APA -RATED O.S.B. OR 1/2 'ZIP BOARD SYSTEM, INSTALLED PER 13. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. SPECIFICATIONS. CONTROL DATE: 05/18/18 A R C fl l T E C T S GDes�n rob ��. PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r qb � \000000000 3UBDIV. & LOT: KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 2997.000 040R1 PAGE: GENERAL NOTES ARCHITECT. STATE Cr- FLORIDA J CANT1{ EI 12079 ATE: 5/21/18 sC ATL' sr.. 1/4"=1'-0" SHEET G Nor J (DLT 4C ,CO BAND DTL. �N ENTRY & GARAGE ATTIC VENT CALCS AM OF ATTIC 192 SQ.FL NET FREE VENTILATION AREA REQUIRED 1/150) L26 SQFL REQUIRED VENTILATION AREA 1.28 x 144 1648 RK SOFFIT VENT VENTILATION PER IF 11.74 MR/1 REQUIRED IF OF SOFFIT VENTILATION 16 LF 2ND FLOOR ATTIC VENT CALCS &REA OF ATTIC 1296 SUL NET FREE VENTILATION AREA REQUIRED (1/300) 4.32 SQFL REQUIRED VENMATION AREA 4.32 x 144 6221 SQ -DL MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 822.1) M1.0 3Q lK OFF RIDGE VENTILATION AREA 115 84BL/vm SOFFIT VENT VENTILATION PER IF 11.74 SMR/LF TOTAL # OF VENTS REQUIRED 270 TOTAL # OF VENTS PROVIDED 3 REQUIRED SQIN VENTIC ATION IN TOP OF ROOF 311 SqR REQUIRED IF OF SOFFIT VENTILATION 1 271 LF 2 E��BAN�DD�T . 21-41 21-01tall MORNING RM. W LANAI ATTIC CATES VENT AREA OF ATTIC 454 Rn NET FREE VENTILATION AREA REQUIRED (1/300) L51 SQ.FL REQUIRED VENTILATION AREA 1.51 a 144 217.9 8411L MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 217.9) 109.0 8.IIL OFF RIDGE VENTILATION AREA 115 SQ.IlL SOFFIT VENT VENTILATION PER IF 11.74 SQ IL/IF TOTAL # OF VENTS REQUIRED 0.95 TOTAL # OF VENTS PROVIDED 1 REQUIRED SQIN VENTILATION IN TOP OF ROOF 109 3gnL REQUIRED LF OF SOFFIT VENTILATION 10 IF PROVIDED IF OF SOFFIT VENTILATION 62 LF o, +Z �p +1 do c>J ( *2 r +1 ARCNITECTS Desi n GrobInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA fit: 0003325 COLUMN STUCCO BAND DTL. 3C4Llr: 3/4 • 1'-®' SUBDIV. & LOT: KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSA (VERSION#01) PRO JECT#: 2997.000 040R1 PAGE: FRONT & REAR ELEVATIONS ARCHITECT- STATE OF FLORIDA 1144 3 J AR 12079 DA : 5%21 /18 SHEET OF 9 \000000000 COLUMN STUCCO BAND DTL. 3C4Llr: 3/4 • 1'-®' SUBDIV. & LOT: KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSA (VERSION#01) PRO JECT#: 2997.000 040R1 PAGE: FRONT & REAR ELEVATIONS ARCHITECT- STATE OF FLORIDA 1144 3 J AR 12079 DA : 5%21 /18 SHEET OF 9 A R C H IT E C T S V-4' $ice. WST. ob 8'-m' NDR �4CsT. � CJ CJ cA tadlli w CS"IENTiois FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSA (VERSION#01) PROJECT: 2997.000/04OR1 PAGE: LEFT & RIGHT ELEVATIONS ARCHITECT- STATE OF FLORIDA ^,y t R 7 J CANTIIYBL =12079 r2A: 5/21/18:1/4"=1'-O" T OF tJ �"I'lI1IlI \000000000 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSA (VERSION#01) PROJECT: 2997.000/04OR1 PAGE: LEFT & RIGHT ELEVATIONS ARCHITECT- STATE OF FLORIDA ^,y t R 7 J CANTIIYBL =12079 r2A: 5/21/18:1/4"=1'-O" T OF tJ A R C H I T E C�TS COWONW AAD CLADDIdr>t WW LOAN 8MO WW EXPOSURE FOR s SEOOND asrs CALL f SQ.FT. CALC.'S ZONE MO NPH WILD 1 IST, FLP, LIVING 2ND FLR LIVING 1,264 1,296 SGL FT. SGL FT. 26.89/-32.69 2 24 TOTAL LIVING ENTRY GARAGE LANAI 2A60 50 453 242 SGL FT. SGL FT. Sa FT. SGL FT. 3 38 (2)26-%4 TOTAL 3305 SGL FT. 33 (2) 25 -SH 5 A R C H I T E C�TS COWONW AAD CLADDIdr>t WW LOAN 8MO WW EXPOSURE FOR s SEOOND asrs CALL f 80UARE FOOTAGE YYKJDR DEBMTION ZONE MO NPH WILD 1 112 161-Q?�'-0' 5 26.89/-32.69 2 24 3080 DR 4 3AW-32:18 3 38 (2)26-%4 5 25BI-31n 4 33 (2) 25 -SH 5 29.4V-31113 5 50 (3) 25 -SH 5 2635/-3325 5A 50 b080 SGD 4 2859/-3129 6 33 (2) 25 -SH 4 29.4V-32.11 h 25 -SH 5 30.84/-3355 8 ti 25 -SH 4 30,84/-40.60 WIND DESIGN CRITERIA A. $ASIC U1ND SPEED MPH (3 SECOND GUST) VULT =150 / VASD =116 MPH 6. INTERNAL PRESSURE COEFFICENT■+ .18 C. RISK CATEGORY=TYPE 11 D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON TWE Wit DESIGN WIND SPEED. FBCR, 6tH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET TWE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: L PRIOR TO DRYWALL NSTALLAT104 ON ALL FRAMAdG ME IBEF46 2'-0' FROM M FIN154 FLOOR WILL W SPRAYED AND TREATED IlY WRATE' A TERMITE TREATED SPRAY , - COLft WIPT14�\j i COVERED LANAI MORNING RM. I CI 4 (MAA) 5A I 21'{4xiI'}4' rfog e i a 151-V pLc& I I ;t — 9'-4' 0rt'-4' 14'-0' I I 0 - �� I OUTDOOR KJTC rM 3'-4' .10 1111 cotN u� �� rr i i ma n 2x4 WOOD FRAMtrD • r."WABINET SECTION , FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r PANTRY VENT 1"LIIIAVE I I 8' -10' '-0' - I 29'-2' 9'-45 cam. S RlT I C TO EXTERIOR _ Ip �'� �Iillllllll 0 4 DINETTE I GREAT ROOM 0 POWDE (I I I - CARNET --� 44 g-4• u.t� 9'-4 aL& CROUN i I '�' 5-614 !TILE) (TILE) ( `' MOULDING DIS. STUD i i KITCH N Ea I _1 I fT) 8 I I I I !TILE! Y • I i I11 H z I I 41■ HIGH RAILING � GOND. 71 E-4. II LLL ----1 4'-8' 6`-4' :n 5'-�0' / 2'-10' 2'-8' S'-2' S._8. 4'_,4. N - ol 5140' 14'-s' 6'-0' R/T / DBL STUD 8 -T o __�, LBW - _ VIVV G POSTi i i i � i, num C44x4 u� �� rr i i ma n 2x4 WOOD FRAMtrD • r."WABINET SECTION , FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r PANTRY � 9'-45 cam. S IC 4A. �Iillllllll (rlLl=) POWDE (I I I - DBL. Stub LBW 44 i 1, 9'-4 aL& 5-614 (TILE) ( `' DIS. STUD I I I I 8 I I I I � � GOND. -- tJl' LLL ----1 5140' 14'-s' 6'-0' `r BL STUD STUDY FOYER 2-CARGARAGE I1'-mxl -4' 121-01401-41 — 9'-4' C" fGARPET) (TLE) 9'4• CCL GG. to - . x0 � u� �� rr i i ma n 2x4 WOOD FRAMtrD • r."WABINET SECTION , FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �Iillllllll .00vovovvoJ svaDiv. LOT: KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 2997.000/04081 PAGE: FIRST FLOOR PLAN ARCHITECT= =_ STATE OF FLORIDA R fUly , j J NO 1207'9 LaA : 5,(21 /18 s ALE: 1/4 SIMET 3 or C—CMpONEW AND CLADDM W D LOADS BASIC WIND EVOAtJFE FOR 3 SECOND dJ$TS CALL * AW DESIONATION WKM ZONE 140 IDPH WIND I 5g 5 316/-41143 E 2 15 4 3116/-33.16 EGRESS 3 bi w 4 3LO6/-3316 E 4 4 40 4 31.90/-34.60 5 a 31146/-4113 EGRESS 6 15 ECsRE58 4 31.06/-3316 3 4 31A6/-3316 TEMP WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT =150 / VASD =116 MPH B. INTERNAL PRESSURE COEFFICENT=+ .18 C. RISK CATEGORY=TYPE If D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS t CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FSCR, 6tH ED. (2011) ALLOWS THESE FRESSUIRES TO BE MULTIPLIED BY CA TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED 8Y PRODUCT MANUFACTURERS. NOTE: L PRIOR TO DRY JAL.L NSTALLATION ON ALL FRAMNG ME11BERS Z' -O' FROM TIE FNISI4 FLOOR WILL 5E SPRAYED AND TREATED W1 WRATE' A TERMITE TMATED SPRAY Ln l .401-01 ol 5'-4' 4'-1V IS' -4' 2 7r.. ., .. SECOND FLOOR PLAN, eC�'1/•.V.° ELEVATION °B' FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \000000000 sxmDIV, & X'07i KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 2997.000/040R1 PAGE: SECOND FLOOR PLAN aRCwrrEcr= $TATE OF FLORDA Y 11018 J CAMVY&L 12079 -19 TE: 5 X21 /18 S i T {� or LJ 1 3 ECTION rLR C N IT E C TS Design Group Inc. FAX:407-7744078 www.abdesigngroup.com AA M 0003325 BUBDIV. 8a LOT: KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 2997.000 040R1 PAGE: STAIR SECTION ARCHITECT: STATE OF FLORIDA i _i iY ? 12079 i rDAA: 5\"'/2 1 /18 s, Azo: 1/4 =1 -o i SHEET I 4A. lar 9 I \00000000LA 0 BUBDIV. 8a LOT: KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 2997.000 040R1 PAGE: STAIR SECTION ARCHITECT: STATE OF FLORIDA i _i iY ? 12079 i rDAA: 5\"'/2 1 /18 s, Azo: 1/4 =1 -o i SHEET I 4A. lar 9 I 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 70 UNIT W/ (2) °8x1 1/4 SHEET METAL SCREWS A/C CONNECTION TO r PAD DETAIL COMPACTED CLEAN FILL I rte'__ illIF i h i I PVC - - - w i4' FVC CHASE `Q 0 u I 2 ELECE0FOR -5TEh1 UP TO ap 9A ■ 5A L= J-lt; ISLAND 2ND. FLP. AIC 5A 5A I ■ 2'-5' 1'-9' v n �� ■ ■ I ASA SLAB 5A -_ I ■ `■ f 24'x24'xl2' CONC. �� r FTcs. W/ (3) *5 fa' -0' FIN. ELEV. REBARS EA. - --- I cn FIN. GONG. SL ( WAY ON CHAIRS 5A MIN. 3' COVER I 5 � I � 5A � � ■ �4 3 In CONC, REIN I 2 I -' W/ 6'x6'-1114 x WL4 5A' I ON 6 -MIL POLY &A 2G n ETHYLENE VAPOR 0 5A 2 ( I 5E�.,Llw HARRIER ON5A EXTEND WELL -COMPACTED LSLAB 11/2' CLEAN FILL_6A 615A24'x24'x12'CONC. FTG. -3 1/2 V-813'-4'_ WAY ON GHAIRS MIN. 3'- 3 I!2'EA 10 CONC. _ GOVER - I F' - we 30'x30'x12' CONC. FTC. 5A SLAB ro -1to `t W/ (3) *5 REBARS EA. 5A ■ h r WAY ON CHAIRS MIN. 3' COVER (2-TYP) — 0 — ■ ■■ ■■■ e � 4'-8' 3'-4' 16'-0' '-0' 9,'-8' 21'-4' 40'-0' ARCHITECT S -) FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � - 24x24'x12' CONC. FTa $ 5A W/ (3) 05 REBARS EA. 5A WAY ON CHAIRS MIN. 3' WB .L. r COVER (2 -TYPJ �- r `4 L -i L J;n ■ 5A I 5A I I VARIES • ~ C.3 1l2' 5A I CONC. OUTDOOR 1 �I"I'I"II 24'x24'x12' CONC. FTG. SLAB KITCHEN W/ (2) 05 REBARS EA. I ■ 2C ROUGW-IN \000000000 A ■ N WAY ON CHAIRS MIN. 3' d1 I COYER 5A N *-3 1/2' N ■ C31-01 31'-0' i ( �0'-m' FIN. ELEV. 2 z ■ i (31/2'WNC., REh�OI�CED FIN. CONC. SLAB ■ �- i • q - i j W/ 6'x6'-WL4 x WLd ON 6 -MIL POLY ET14YLENE VAPOR HARRIER ON It11=LL I COMPACTED CLEAN FILL I rte'__ illIF i h i I PVC - - - w i4' FVC CHASE `Q 0 u I 2 ELECE0FOR -5TEh1 UP TO ap 9A ■ 5A L= J-lt; ISLAND 2ND. FLP. AIC 5A 5A I ■ 2'-5' 1'-9' v n �� ■ ■ I ASA SLAB 5A -_ I ■ `■ f 24'x24'xl2' CONC. �� r FTcs. W/ (3) *5 fa' -0' FIN. ELEV. REBARS EA. - --- I cn FIN. GONG. SL ( WAY ON CHAIRS 5A MIN. 3' COVER I 5 � I � 5A � � ■ �4 3 In CONC, REIN I 2 I -' W/ 6'x6'-1114 x WL4 5A' I ON 6 -MIL POLY &A 2G n ETHYLENE VAPOR 0 5A 2 ( I 5E�.,Llw HARRIER ON5A EXTEND WELL -COMPACTED LSLAB 11/2' CLEAN FILL_6A 615A24'x24'x12'CONC. FTG. -3 1/2 V-813'-4'_ WAY ON GHAIRS MIN. 3'- 3 I!2'EA 10 CONC. _ GOVER - I F' - we 30'x30'x12' CONC. FTC. 5A SLAB ro -1to `t W/ (3) *5 REBARS EA. 5A ■ h r WAY ON CHAIRS MIN. 3' COVER (2-TYP) — 0 — ■ ■■ ■■■ e � 4'-8' 3'-4' 16'-0' '-0' 9,'-8' 21'-4' 40'-0' ARCHITECT S -) FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �I"I'I"II \000000000 BXMDIV, & LOT: KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSA (VERSION #01) PROJECT#: 2997.000 040R1 PAGE: FOUNDATION PLAN ARCHITECT= STATE OF FLORIDA J � �YTIh'B1 12079 S A M: 33BEET 5 Or 9 TFxrnLRED C"TENrIOLG COATM tvgb PREWAR VERTICALLY WV CONG PER (ASTM CW*) ftYPJ T'n#I ED C O MFINTIOU6 COATING R-13 INSULATION MIN. PQ -4J NSLL. MIN ASTM 1ON MK tTYTJ CONG PARED CELL Y � 1) l5 RE3AJR VERTICALLY IW CONC, TEXTURED CEMENTiCIA C.OATN6 RLQ NBILATION P013RED CELL STUDS li' Or- MAX P'ER [ASTM C92i) fTYPJ [I) REDAR VERTICALLY IW CONC. 6 GCv MAX R-41 INS19.. MIN Vl' GYP. LLL 5D. S' C2MU POUFFE- en=lfU �5 IRESAR YERTIC,ALLY TEXTURED CEMENTIOU6 COATINfi �/. R -4J NSUL MIL UV KONG. POURED CELL IR' GYPS UL. W. >_ FOR (ASTM C�l2i) tTYPJ WOOD BASE Mf' GYP! W. 190. R-4.1 NSUL. MN. at=', v cmu (rYrJ1R GYP. r1 -.ISD. z 1E)d1ARED C.E7"®NTIOU6 COATING SECURE 6TUp8 TO DTM FLATS W/ n WOW MASE TEXTURW G@ME�T10A COATNG z TEXTURED GEMENTIOUB COAtN3 ;r"l G1UD8 t0 M1t-L PLATE W/ `r ' E Gi" PSON SP -4 w 32' OCG MAX PER [ASTM 0:926) [TYPJ 5T. PLATE t0 BLIC W/ x9' Lu a• m N 6P-4 . 3z' o� MAX ulooD a Ae9 WR3 5T. I°L.AT'E TO l7LK W/ � x9 3'-m' S C2MU , n Irl' GYP. LLL W. �y ANCHOR DOLT W/ 2 LLId,6NER SET N u� to 1R' GYP. W.. GD. i. 1/1' GYM W.. CD. R MOLT W/ 2' LW04 R SET IN E E �Tj 61MP60N 1iIC#► 6TIGE-PICstH EPODIY i' a ° E i4 O WOW MASE aD a EMBED MN. � 32' OC MAIC � WOOD MAGE b o WOW MASE e0 0 32'ar'll"SON NIGH r OG MAJC i g °0!!REdAR i' -O' OZ U�IETI 11 �5 PREWAR 6'-O' o:C WHEN FOOTER1. ~ y `, prom @d✓WMIN 24' m d ° • " • Q` . MIGHT EXCEED$ 24' A15Y. GRAPE U,4' j?,0-7- M ASV. GRADE R 3 V2' CONC. REN. W/ &'xi' WL4xWLt ' 4 ° '.d , • �' F a a 3 lrl' CONCJ REINF. W/ i'xi' ` Af F WO OR 4 ON i -ML. POLY WAxWL4 YILF OR FICEIRI'ESH 3 Vl' C.ONCti REM. W/ i'xi' iD A 3 Irl' C.GNC. MNP. IU/ i'xi' q Eia4YLENE YAP'OR t'J'AIRRIER ON 3 Vl' ' • ` ' ' • ' I , , ON 6- FOLY HMAX. SLOPE • - . e0 3 lit C.ONC. REIN¢ W/ i'xi i 1/2 C.ONCw REINF. W/ i xiWIAmUA UIP OR FICEIiIM ON = UAWM WWF OR F15ER 1ESI i OPI CONCH REMF. W/ I a .SLOPE ON i -ML POLY ST14Y'1.QNE i -MIL POLY E1IHYLENE vAI.OR d LIE LL-COFIPAGTED CLEAN TERMITE pWAadNr4 WILP� OR FICER'1ESFf ON - WL4xa4 {YALE OR FIMERME6N ON - : UAAM 4 UP OR FIDEPrIE6H ON tlA •. i -MIL POLY ETHILBNE VAPOR 4 r , TREATED FILL i-h1� POLY ET1H11ENE VAPOR Q, SJE:1 L-COI"1'•ACTED CLE M DARRIEIR CN WELL -CO PACTED BARRIER ON WELL-COi'1PACTED E [U s! 1QE5AR C24TINUOM WHEN • a `• . • d i ZAPRRIER aVE�YLEhM VAPOR •a A • i�� ETN1"LENE YIIPDR 1ERMITE TREAT7=D PW. E CLEAN TERMITE TREAT=D PLL. CLEAN TERMITE TREATED PILL FOOTER FMiCWt OXCESPO 30' ASV. 3 -�� 8R ON M TFIN T YAGTED W .CpMIrACTED CLEIW yk UDLL-COMPACTED CLEAN0 -I I CLEAN TERMLY E TREATED FILL�;�_III I �,CaRADE oR PAVERS PER tl=R'1IrE tlRratm t=ILL E 1�"ntE TRE�aTED Fw. �nCANTINUCLIS WHEN48 11= I CL.DS SPECS 4' 6' i' 4' 4' 6 !.' I -I I I • a Foat1=R IHEIrsIHT t2) REBAR ON G1HAIi5 !2) �b RT3AR ON CHAIRS (2) NS RE3AR ON CHAIRS f2) �5 RE3AR ON C4AIRS °1 U !3) �b REMJiR ON CHAIRS a� f3) RJ REMAR ON C14AURS E)QGEED6 30' ASV. i'-8' I' -t3' A GRADE 4� S' 4- E • 4, i' (3) +5 RE5M ON CHAIRS 3' MN. COVER 1 -STORY FOOTING 1 -STORY FOOTING EXTENDED FOOTING LANAI/ENTRY 2 -STORY FOOTING 2 -STORY FOOTING 2 -STORY FOOTING 1 W BLOCK WALL 1A W FRAME WALL 1B W/ BLOCK WALL 1C STEP-UP I -STORY 2 W BLOCK WALL 2 W FRAME WALL 2 W BLOCK WALL POUR WALL 8OF FOR 1) 4% PREWAR POUR w C OLL MAX IN GTUDS ii' OG MAX SUM li' OL MAx 3 Irl' CONIC. SLAM OR I�ITIlm LE1r3flH OF oFera TO KONG POURED CELL (VERIFY FAVERS MR MLD6 SPECS ABOVE CCR)M 1L PER }°L..4N) 3 in, CONIC. RELIT. W/ [1) REDAR VERTICALLY REIWORCB PER PEAU R -A1 NSUL MIN. caum 1 TN. 3 Vl' CONK.. REIM: IW i'x#,' b'x6' UAxUA UP OR 5 iIN • MAP OF GARAGE 5 1Vl' a HEAD OF GARAGE WV LONG POURED CELL. WAALL4 WWF OR r-WERIM r-McRMES.1ON 6 -MIL VARIES WITH GLOFE VARIES W714 SLOPE T7=XTUlED CNION"OU6 m ON 6 -ML POLY ETHYLENE POLY ETHYLENE VAPOR R-4.1 NSIY.. MN. qq COATM PER !ASTM C:92b) 2' VAPOR SaRRiER ON BARRIER ON S1UD6 Nr' O� MAX 5 LQ' .HEAD OF GARAGE _ 11DCTtb� IOUb p (TYPJ SECURE N 4R M T T V 2' SECURE ANCHOR M t T 6LA5 E WELL. -Gd 1PAGTED CLEAN YELL-GGMA'AGTED li 1!1' .HEAD OF GARAGE VARIES WT44 SLOPE W/ �'xS' ANCHOR 50Lt lW 2' ' 60AtNCi PER fAb?M G9ii) 8' C2MU o MEATF.p FILL SEWN Ot PLATE TO SLAB STRENGTH EPDXY f' EMBED. STR3NCsTH EPDXY i' @'BED. IMM116 TREAiED flLL GLEAN TERMITE VARIES WITH SLOPE WASHER SET N 61I" SON W" i VIPSON W04 OF tTY!'J Vl' GYP: ILL MD. F- SECURE MT. PLATE TO 81r4D W/ 1'x9' ANC44OR MOLT UV 2' MI'L is 32. OG j MIN. 32' OG _ NFOON HIGH WASHER SET IN 6IMP8ON PJAX d' CMU YIOOD SASE p RV AWASHER �NGHOINR6> 22' a Vl' GYP. TIL. no. "� IN BLAB) d : A /\ \/\/\/\/\/ 4 g E STRO NGTH EPDXY i• EimED. HEMMED. MIN, 32104 6TP9NQTW 1O MAX d ��y.�� b O + //\{//\\//\//\\//\\//\/ 3 iR' CTNC. REM W 6'xi' - - e ' ; MIN. • 32' OG n > �wvV BASE !- E °' ` F u 3 In, CONC'. RENF. WV 6'xi \ \\ \\ E SHINE POLY EBaYLENE YAPGR y ar a 3 lrl C 4cl. REN. w i"xii '511 A C�Nim ck 4 p - WAxU4 OW OR FIDER'1E6H i r WIAodIIil WILP OR FiBERI"ESH \\ \\ IL TELL-C"AM Ci.Ellft ON i -MIL POLY ETHYLENE ° d VAPOR DARRiER ON .. • � � ON i -ML POLY ETHYLENE FWAR Oar LONE ILK' ++Calc • //\\// j 1MU lE TREAtk17ITLL , ' ( 3 Irl' CONC.�. REW. W/ i'x6' m VAPOR HARRIER ON • :.. Y . " • _ .• . . •' T > TEAMItETRETED GLEAN ! yr GON1L•. I IY i5i' • 24' OG.1MN 24' N SLAB /v • = WA W AA WLF OR POW ER OR ON ILELL-COf'iPAGTED CLEW / n 3 IrY GCNG. FEW. W/ i'xf' ® ° s uAwm w ORI' E3i"m • \ \\ \\ \\ \ 6 -ML POLY uETHYLENE V - ' FILL A WAxUA UP OR FICERMESH ON � d T ERI E TREATEp FILL A • • a LN 6HML POLY ETHil" d • " . g Lu E ' , . , "AMER -COMP z i -MIL POLY ETHYLENE VAPOR �4YAM ilAM CN SBE FOUNDATION �' PREWAR ON a 4 8 CLEAN TERMITE TREATED FILLLJ SAIRIRER ON W1=LL-COi1PAGTED a [2) 4i REMAR ON CFL411R8 : ' 4 (3) �5 REDAR ON CHAURS Ip.L-0A 1PACT� CLEIW CNC„ 1EIPOICt;i II/ iq PLANFOR CHAIRS 4' 9 1'-4' in i' 6' 4' 4 GLEAN TERMITE TREATED FILL • • " + TFJi'IiE TFEAi®FAl MMM AT A RAZE OF FOo7ER SITE [SEE l27 Ri RESAR ON CHAtRb 6' [° (5)% R'cSAR -"` ['' b' 6-M FMT EMM VAPOR a bL MR CM TARD GN I; ATION `� `ON CHAIRS I'_8. z E tC S ROOM z E 4' 8' 4' 4' 6. 6. 4. ON CHAIRS 2'-m' OARS! A4 E {N [3) 0 REBAR ON C AM f3) �5 REBAR ML-C"ACTEL CMM FU l��i 4. 8. 4. 11-41 1,-b, ON CHAIRS INWA-GYi=J I'-4' . LANAI/ENTRY 2 -STORY FOOTING TYP. PAD FOOTING ` 2C STEP-UP 2 -STORY W BLOCK WALL 3 AT ENTRY LANAI GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP OCALEm NON-BEARING 4 NON-BEARING 1 -STORY LAB. W. A 2 -STORY ■L. B. W. 1 -STORY L.B.W. rJ 2 -STORY L.B.W. (V 4b PREWAR VE "CALLY WV ENTNE LENGTH O�FDOPEty TO w �n 1) +5 iREBAR KONG POURED CELL ABOVE COWMCK tU 45 RESAR . 16OCG MAX. N z ul VERTICALLY LW/ CONK' REA4Ola^ FER Ff Ahl P8R PLAN) CELL (VWWT ° X > 44 . 3 1r1' GOMC.. RENF• W/ fp N61 E =0 s' Ghbi `IVEIRTICALLY W/ COATINGPER ( i) _ • a p ►- SWL4xWLL4� OR FFitt'ETHYLENE V 14 ON 2! S, C m • , OR z GONG POURED GELD. O' CaMN l . , - EARNER ON g a' Cantu 1'-�' E 3 v1 COQ REIN. WU i'xi d . , . Ws L.-CCrrA TW CLEAN n n - z � WL4�aIIA WWF OR 14DERIM ON d _ cum iEtCI4t VARIES E CL M MW9 VARIES `' CURS IHEIG"T � � � a,Q WRD MIGHT VARIES '^ '�'� 'a► � 6 -IML F'+OL.Y ETHYLENE VAPOR •° TERMITE TREATED FILL BARRIER ON W1L-COMPACTED n D 10 O VARIES n 2'-0' IMiN 8' (2) �5 RESAIi ON CHAIRS GLEAM TERMITE TREATED FILL ,p N SLA5) [U +5 FAMAR ON CRAM z w 2 , A - o a `W -ML� OR �RMETHYLENE YSH ON THICKEN EDGE APOR %4.zr A 1 O DARAM ON WELL-C0lP"A TED SG4L6 V!'■f-O' Q o 3 Irl' GONG, REN. Wv i'xi' o a; a 3 V2' GONac. RE". W, i'xi' , e :.. s ` ..L-9 POW 4V ; GLEAN TERMITE TFEATED FILL 1 -STORY FOOTING UUNUAA IAP OR F10014MO _ W1AWIU LU OR 11WERMESH - 3 VY GONG, REN. YY i'xi' • VNA}�R d RFOLY ETWYLgaOFI • • • ONTHYLENE 6411L B RFOLY E WAWLIA ISP OR F SH . , . iY [U �5 PREWAR ON CHAIRS AT FRONT PORCHES ° •o ,•• ..° ON 6 -ML POLY ETHYLENE ii33i'EIN AT A PAM CF lb WET.. -COMPACTED CLEAN ILEt.L-CO IPACTED CLEAN VAPOR BARRER ON b. PER CM YAR) Ql z !C 4' V 4' TERMITE TiREATED I'LL b a E TERMRE TREATED FILL j WELL-GOMPA lW CLEAN 11-4, t2) b REAR F A 1'-8' !3) �b RESAR ON CFLAIR6 b' i' TERMITE TREATED FILL i• i• 6• i• EWimERGNFMY E1N118E VAPOR in I' -a3' [3)'5 REMAR ON CHAIRS 2'-0. � �AD®�� FLL C SECURE 5T. PLATE TO llt SCREEN ON CHAIRS (pgRA.CAIE) ENCLOSURE Y, "cum STUDS ML K W11'�' ANCHOR `3)�a CH's GARAGE DOOR FOOTING SCREEN ENCLo� TO 13TM. FLATS BOLT Ij 2' WASHER SET IN 2 -STORY FOOTING 2 -STORY FOOTING AT 2 -STORY FOOTING ATTACHMENT a6 FEIQ uV 6IMI48ON SFX EIMPSON 1 61 GTt.MKta�4 1 -STORY -FOOTING Sca.1:, �l ■r -o' � AcTuRERa . 32' cc. MAX SEI � . MurL • AT GARAGE 6 A AT GARAGE B GARAGE BLK. WALL C AT SARA ®E--,a,<N 6 MAX • 3 Irl• coc, REN. uv • i')i' WL4AM WLF OR SECURE Mt PLJ►TE t0 POLY ETS4 OHNE VAPOR BLAS IW 1"x9' ANCHOR � � FIBEIm"IESH ON 6 -MIL 6vcLm Mt. P'LAT'E TO DOLT IW 2' WASHER SET N W PARRER YL _ I'3LK W, (1) 10d MASONRY SIMPSON 1404 STR9NGIH ` i 4' 8' 4'ON NA" x 32' OGS [TiAX) 32' 00 MAX E7MDED. MIN. • 1 �b C.ONt 1'-m6 V P-4' !�'1 w R7JAR ON GHaNRb FOUPREP INTEL G IrL LLED CELL [TYPJ J � �' STflEN4TH EPDXY 6' ETMMED. MN. 1 -STORY FOOTING tI) N5 REMAR GET N orl"SON HIGH TRENCH FOOTING A AT ALL FAVOR ARRAS Q AT L.B.W. W UPLIFT -, ° d 2x WALL FRAMING el • 3 Vl' GONG. RE". W1 : • ~ 3)06' ANCHOR DOLTS or [31f'XS' Thai' WAXUA YYP OR 3 Vl' CONCH REIN. WV !-DOLTS MNL i' EMBEDMENT IW 2W'XV8' Z E P:Mvjw"IESH ON i -MIL i'xi' WAKUAA WWF OR LIASWER AND NUT SPACED EVENLY FROM + a E POLY ETHYLENE VAPOR i r- 6H ON 6 -MIL FLOOR 70 BOND BEAM GET N JoiMTb PROM TO FILLINGS (SLEEVED ANCHOR IN 3 VPC MG, REN. UV Thai' "a► 8, 4. S l I -CO ON BAR ETHYLENE VAPOR SOLID PO2s AGCBPTAOLE RETROFIT) d WL4WAA WIMP OR FIBEIRMESH ON W_LL.-1 TREATED GLEAN 1,_O, BARRIER ON �.� 6 -MIL POLY ETa4YLENE VAPOR + " a O'-& PK 1M. R TERMITE TREATED FtLL WELL-Ca'PACTED CLEAN BARRIER ON WELL•COMPAGTED + (2) •b RESAR ON CHAIR6 1'-8' tERMIIE TREATED FILL GLEAN IEIE'IiTE TREATEp FILL :,a` • ` l3) •b REBA R ON CHAIRS TVP. RETROFIT FOR d A - GRouTTt=AD MOND MEAM 1 -STORY FOOTING 2 -STORY FOOTING EXT./INT. FRAME WALL TO YARIE6PEROl". 9 AT L.B. W NO UPLIFT). @---AT L. B.W. 1 ( BLOCK WALL CONNECTION OMITTED DOWELS TO „� PROBAR SCALE,14'st-O' 8G11Fs iii'■P-O' 12 SCALE, Vl•■PLO' A a E RESAR WI iO' NOOK � � VERTICAL REAR I-IoRi2Ariaw- `^ i' FVVC CHASE THRI FOOTING GROUTED DONE BEAM ° 4.. IREDAR IW Im' HOOK 6' VARIES 8' e. I -STORY VARIES PER ELEV, - VARE6 FER MXV, GALLIC AND SEAL [2) �6 REDAR ON GaHAIRG a TA -4 3 2_8?OR1• (3) 45 RJ:R ON CHAIRS E ° Y 50ND SEAM C A 2-6TOR1' •4 d 1L. GA6 LINE ° d f OUT SIDE iQEC AR TO CE U �YERT�ALLY WV CONIC. FCLFW • •r•.ONLtNUOUG / i 1• PING SLEEVE FOR GAS LINE R -4J NSUL. MML < d \�� n 0 wCm S' CML[ W, CYT. WL BD. �(i �-:�t. �;t� +' WOOD BASE ' E� irl' DRYYW.L 2'-I'MX LAP Q 33 1/2' 4 WWF OR NEW. FAV &SBH ON! �O SHOWER RECESS FOOTER r i-MLPOLYET�HYLENEVAPOR 4' uaooD BASE $ REBAR LAP AT FOOTING d o CLAM , °Eu a. IN6FEcrl�°"oND R rlaw° r WPM a a . S,GD. TRACK a a a d. z L b' am FLOOR a d b i' FVC CHASE TI J FOOTING M' -O' FINE 1LR O' -O' FIN FLR , To HORi2ATTONAL Room .4 fU P5 VERT. DOLLEL A i4. c RESWORVATIONALAR HOOK • •TO d a f + i RESAR WV 10' aHOOIC L.aI•I•ED Iw BOND SEAM 4• ` fU 1S REBAR AT CORNERS I -STORY • ^ ;,� 8' (2) �b REB�AR ON CHAIRS ... d IW 2b LAP MINE �7 2 -STORY +• a (3) 45 PREWAR ON GI LAIRS E HORIZONTAL/ VERTICAL 1 -STORY FOOTING HORIZONTAL/ VERTICAL REINFORCING AT SLAB AT S. G. D. GAS LINE THRU BLOCK TVP. REBAR LAP W BLOCK WALL E REINFORCING F BEARING CHANGE 11 ScaLS, r.r �' c AT LINTEL CORNERS D -° ■ ARCHITECT S FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 su]3Div. a LOT: KENSINGTON RESERVE (LOT 40) MODEL.: SANTA ROSA (VERSION#01) PROJECT#: 2997.000/04OR1 PAGE: . FOUNDATION DETAILS ARCHITECT STATE OF FLORIDA 14W- AR 4W-AR 12079 DA : 5K2 S irm.1/4»=1'-O» SHEET C A n \000000000/ su]3Div. a LOT: KENSINGTON RESERVE (LOT 40) MODEL.: SANTA ROSA (VERSION#01) PROJECT#: 2997.000/04OR1 PAGE: . FOUNDATION DETAILS ARCHITECT STATE OF FLORIDA 14W- AR 4W-AR 12079 DA : 5K2 S irm.1/4»=1'-O» SHEET C A n cv It A R C H IT EC TS DesiU Ino. n GrO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-7744078 www.abdesigngroup.com AA M 0003325 SUBDIV. 8a LOT: KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 2997.000 040R1 PAGE: DOWEL PLAN ARCHrrEcr• $TATE OF FLORIDA 1p/g AM'W9.L 12079 DALE: 5/ 21/18 SCALE: 1/4"=1'- O" SHEET 5BOF i 1� ct1 i (P C4 N N 11i \000000000 SUBDIV. 8a LOT: KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 2997.000 040R1 PAGE: DOWEL PLAN ARCHrrEcr• $TATE OF FLORIDA 1p/g AM'W9.L 12079 DALE: 5/ 21/18 SCALE: 1/4"=1'- O" SHEET 5BOF i 1� ct1 i (P C4 N N 11i SUBDIV. 8a LOT: KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 2997.000 040R1 PAGE: DOWEL PLAN ARCHrrEcr• $TATE OF FLORIDA 1p/g AM'W9.L 12079 DALE: 5/ 21/18 SCALE: 1/4"=1'- O" SHEET 5BOF 9'-4' CLCs. FOYER G ARA 2 -CAR GE L-3 � (2) 26 -SN M.T. J TABLE No. 11 1'-6' Precast SAFE WORKING LATERAL LOADS (PLF) 8" x 8" LINTELS 694 - - LAPEL - - 11PLLED GRAVITY CRAVITr GRAYITY CAPACITY CAPACITY CAPACITY (1751. (O75t1 (1P5L (U5U SAFE LATERAL (FLP) LOADS LNTEL - SAFE LATERAL (PLF) LOADS 424b 8'-4' precast 354 - - 145 - - - - - - - PRECAST 9'4' V DOOR 8' DOOR 5S3 total L -9th Iva Sw PIAN - owl SOLID Total Length Tyle 4-ADER FLAN HEADER SOLID TI83 ml 2711 21-10' Precast 1996 3964 Y -S' Precast IIT! 2011 2165 2165 3'-6' Precast 668 - 2316 4'-V Recast VIP 1611 4'-0' Breast 644 1614 - - 4'-2' Precast 861 1521 (2) 2 IV06 1651 4'-6' Precast b35 1266 - 4'-4' Precast - 185 666 860 4-8' Precast - - 566 -563 4'-8' Precast - 659 1165. M-2 140 1283 5'-4' Precast 666 1355 - 01-8' Precast - 680 - Irm - 11 5'-10' Precast - 543 1105 - W-8' -. Fredet 804 %4 - M12 - 682 6'4' Fwast 634 - 1364 11-8' Feast 411 161 (2) 2 510 111-6' Precast 69 486 - 6'-6' Procrit 356 "A - M12 551 b'-8' Precast 518 411 ...9'-81 Ft'wmt - - 28b 536 0? -2 55 T.,. fl'erast 446 936 S'-4' I T-0' PRECAST (2) 4 (2) 2 488 - - - Pretest 1'-6' Precast - 425 694 - - LNTEL STEEL BOTTQI BAR TOP BAR 11PLLED GRAVITY CRAVITr GRAYITY CAPACITY CAPACITY CAPACITY (1751. (O75t1 (1P5L (U5U 8'-0' precast 361 614 (2) 2 - - - - - - - 424b 8'-4' precast 354 - - 145 - - - - - - - PRECAST 9'4' Frrast - 2T7 5S3 - - - - - 485 W." Precast IN 483 - - - IF -4' Precast ITS - 620 - - - - NR- NO'i RE021IDIDED 9'-0' Pretest KA TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' x 8" LINTELS 12'x• Fmcast LNtE1 CLEAR LNTEL TYPE LENRs1H SPAN LNTEL STEEL BOTTQI BAR TOP BAR 11PLLED GRAVITY CRAVITr GRAYITY CAPACITY CAPACITY CAPACITY (1751. (O75t1 (1P5L (U5U LPLFt Lm Fr CAPACITY CAPACrtr NAL (1)5U N51. (21W 2'-W I' -b' PRECAST (2) 2 (2) 2 424b 7809 1809 %29 kvwv 3'-6' 2'-2' PRECAST (2) 2 (2) 2 2415 3531 3831 d8tri 485 4'-V 2'-8' PRECAST (2) 2 (2) 2 TI83 ml 2711 3386 33% 4'-6' Y-2' PRECAST (2) 2 (2).2 1343 2165 2165 2608 2606 4'-8' 1 3'-,V 1 PRECAST (2) 2 (2) 2 932 1 2011 2011 2421 2421 5'-4' 4'-0' PRECAST 05 (2) 2 IV06 1651 1651 1810 1581 5'-10' 4'-b' PRECAST (2) 9 0212 860 1423 1423 4410 1609 V-4• 5'1' PRECAST (2) 4 M-2 140 1283 983 1216 1405 (212 5'-2• PRECAST l2) 4 (2) 2 11 1232 932 1445 1348 V-8• 5'4' PRECAST [2) 4 M12 - 682 1184 1184 1081 1295 1-6' W-2' PRECAST (2) M (2) 2 510 'Al 991 825 Hew T-8' 6'-4• PRECAST (2) 4 M12 551 959 959 184 1041 8'-0• 6'-8' PRECAST M04 0? -2 55 902 •A2 1p 984 S'-4' I T-0' PRECAST (2) 4 (2) 2 488 851 851 648 921 V-4' 8'0' PRECAST (2) 4 M-2 416 T26 126 499 190 W-61 9'-2' PRECAST M14 (2) 2 354 616 618 380 673 A'-4' m-0' PRECAST - a) 5 (2) 3 35 561 1 561 3n 601 4'-0• 121'-S' PRECAST M., (2) 3 292 526 625 m 1 561 17-6• 111-2' IFECAST (2)5 l2)3 2TI 498 496 251 512 5'4' 12'-0' PRECAST 0.1 (2)13 255 468 486 244 442 W-0' 12'-8' PRECAST (2) 5 (2) 3 239 430 430 H0 3% 14'A' 13'4 PRE51'fEESWD M14 (2) 2 NR 40 418 230 446 6'4' 44'-0' PRESTRESSED (2) A4 M-2 NA 319 319 210 401 11' -4'*, -V PPE$T1E5WD (2) #4 (2) 12 - NR m 289 W3 3m 19'-4' S'-0' PRE5TRE55ED (2).3 (2) s3 NR 224 224 61 254 S' PRE6T4E$wD (2)5 - (V 13 NR 201 201 In 231 - 21'-4' 20-0' PRESTRESSED 1215 (2)13 NR ITT I- IT7Itis - 208 22'-0' 20'-8' M;eSTTESSED (2) 5 (2).7 NR 164 164 It'd 195 24'-0' 22'-8' PRESTRESSED M-5 (2) #a I NR 1 62 1 62 1 84 1 163 IF -4' Precast ITS - 620 - - - - NR- NO'i RE021IDIDED 9'-0' Pretest KA 549 12'x• Fmcast 443. 509 131-4' Precast 116 404 1,1'-0 Precast 99 391 I4-6' prestressed - NA - 941 6'-4' Prestressed N.A. 302 n'-4' Prastressed NA 26 15'-4' Prestressed - NA - n6 .20141" Prestressed NA Fig 211-4' Prestressed NA - 61 22'4' Prestressed NA 20 24'-0' Festrsssd NA - 93 NR • Nut Pascctmemdod '\Ili� LOTT'S gr' CONCRETE P.D. BOX 771255 WINTER GARDEN, FL 34777 PH, (407) 656 2112 LINTEL NO. LENGTi••E TYPE V-41 5R3 HT. COMMENTS L-1 11'-4' M81-8-6UKIL PRESIRESSM L-2 4'-6' 8/14-"IUK®JL RECESSED L-3 1-8' e/Ib-8_(w1JL P L-4 11-6' mb-5411WIL loroN - L -4A 10'-6' M-8-flufI-1 2'-2' L-5 11-6' Mb-841JUK1JL 9361 L -b 'f'-6' 8/16-8-(iJWCUL 4'-0' 2'-8• 4'-6' S/lb-3dIJUAf®JL (2)12 L-8 4'-6' SIIb-BdIJUKOJL IOP.w TABLE N0, 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20' COMPOSITE LINTELS L.ML I CLEAR I LINTEL TYPE L.EL 8rm GRAVITY GRAVnY wLFr WLPT L.s�Tl4 SPAN gpTTgy rOp CAPACITY CAPACITY CAPACITY CAPACITY BN¢ BAR (07 1511 3L (1. (IMSL (I)w rUSL (1756 (1751. (2)w TABLE No. 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS- (PLF) - 8' X 16" COMPOSITE LINTELS - - LNTEL I CLEAR I LNTEL TYPE LNTEL STEEL GRAYnT GRAVITY IPLIFT I WLIFr LBJGiF1 SPAR CAPACITY CAPACITY CAPACITY CAPACITY EOROM 13AR TOP EAR (0)% (1756 (IM n751) n751.(V5U (ASL (2)56 - TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 28" COMPOSITE LINTELS LNTEL CLEAR I LNTEL TYPE _ LWM STEEL - GRAVITY I QUYITYI - UPLIFT URIFT LENGTH 'SPM! CAPALITT - CAPACITY G4PACITY CAPttCPtt BOTTOM BAR TOP 9AR (075L MW (ML (UJl awL (1756 (IAL (2756 TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) S" X 6" LINTELS LNTE1_ CLEAR LNiEL TYPE LNTEL STEEL p! AIN GRAVITY' CeRAVf1Y IPLIFT I,FLP LE1tGTN SPAN GRAVITY CAPACITY CAPACITY GAPACTRt CAPAGI7 BOITCM BAR TOP BAR CAPACITY r075L (1751! r175L r175U n75L (17561J9L u2 rw TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B' X 32" COMPOSITE LINTELS LAPEL JCLEAR I LNTEL TYPE LNTEL STEEL - CeRAYITY faRAY1T'! IPLFT - UPLIFT U.:1,41H SFAN - CAPACITT CAPA1;r CAPACITY CAPACITY BOTTOM EAR IOP BAR (0751. (1760 [I75L (U5U (ML (U'5U (1)5L (2756 TABLE No. 8 -- REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LNTEL I CLEAR I LNTEL TYPE LWEL STEEL GRA111Y CRAY"- UIUPLIFT - LEN6TH SPAN CAPACITY 1CAPACITY CAPACITY CAPACITY wrlom BAR roP TSAR (OnL (I) -,U 1175E (DSU (IAC (tft CAL (2)% ARCHITECT S DesPinc- 3xmD3:v. n Grou LIL441 RONALD REAGAN BLVD.NGWOODL32750 FL H: 407AX:407.abdes AA #: i TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LNm LENGTH CLEAR SPAN LAPEL TYPE - - LNTEL STEM 5OLTCM RAR TOP EAsle GRAVITY CAPACITY (05L aft GRAN CAPACITY (UST. (17514 wLFT CAPACITY /U51- (DSU WLF1 CAPACITY (DSL (2)w 2-10' P-61 P 2) !2 210= loroN - 3'-61 2'-2' PRECAST 1212 M-2 9361 10000 10000 10090 4'-0' 2'-8• PRECAST (2).2 (2)12 6739 10000 10000 IOP.w 4'1' N.2' - PwxmT (2) 2 (2) 2 5014 V= IODDO vxw 4'-8' 3'-4' PRECAST M-2 7212 4653 IV= 9629 110000 5'-4' 4'-0' PRECAST (2).3 (2) 2 1655 10000 1 1051 IV= 5'-L' 4'-6' CAST M03 V 6231 10090 I 5136 IV= W-4' 5'-97 PRECAST -M-4 (2).2 - 9101 10000 4154 9450 W-6' F-2' PRECAST (2) 4 (212 em lom 4481 8913 W-8• 5'-4' PRECAST (2) 4 M-2 - 8114 9481 4231_ 8420 1-6' 6'-2' PRECAST (2) #4 (2) 2 6235 6416 3242 6411 1'-8' V-4- PRECAST (2)#4 (2)2 5938 6024 3088 6163 81-0' 6'-6' PRECAST (2) 4 2 02 5361 5361 2803 %5 81-4' 1'-V PRECAST M-61 (2) 12 4831 4831 2551 5030 9'4' a,_V PRECAST (2) ed (2) 2 312b 316 1982 3858 IV -6' 1 T-2' PRECAST (2).4 (2)2 1 2931 251 520 3025 II' -4' 10'-0' PRECAST (2).5 (2).3 2553 2553 1219 2604 12.." 1e' -e' PTECA5T. (2)5 (213 2305 2305 193 1291 9'-6' II' -2' PRECAST MIS (2).3 2441 2441 1012 2039 614' 9'-0'PRECAST (2) 5 (2) 3 1916 1926 m 1621 441-0' 1241' PRECAST (2)s (2).3 ITIS ITZ 187 1635 14'-8' 13'-4' PRE6 SSED (2)4 2345 230 653 453 W-4' W-01 PPEFRE&6ED (2).4 (2) 2 - 2136 m 1 5% Tn9 rT'4 16'-0' PRESTRESSED I (2) 4 1 (2)2 1650 1650 1 464 1 96 P9'-4' W-0' PRE5TRE66ED I a) 5 1 am 6110 1310 3l1 135 20'-0' 6'-8' PRESTRESSED (2).3 1213 1219 1219 341 686 21'-4' 20'.0' PRE5TfE96Ep (2) S (213. 1062 1062 304 601 22'-0' 20.6' PRESTiE55ED (2)% w.3 994 994 1 20 565 -8' 1-m-61m,SED (2).5 (2) 3 814 224 1 239 413 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 28" COMPOSITE LINTELS LNTEL CLEAR I LNTEL TYPE _ LWM STEEL - GRAVITY I QUYITYI - UPLIFT URIFT LENGTH 'SPM! CAPALITT - CAPACITY G4PACITY CAPttCPtt BOTTOM BAR TOP 9AR (075L MW (ML (UJl awL (1756 (IAL (2756 TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) S" X 6" LINTELS LNTE1_ CLEAR LNiEL TYPE LNTEL STEEL p! AIN GRAVITY' CeRAVf1Y IPLIFT I,FLP LE1tGTN SPAN GRAVITY CAPACITY CAPACITY GAPACTRt CAPAGI7 BOITCM BAR TOP BAR CAPACITY r075L (1751! r175L r175U n75L (17561J9L u2 rw TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B' X 32" COMPOSITE LINTELS LAPEL JCLEAR I LNTEL TYPE LNTEL STEEL - CeRAYITY faRAY1T'! IPLFT - UPLIFT U.:1,41H SFAN - CAPACITT CAPA1;r CAPACITY CAPACITY BOTTOM EAR IOP BAR (0751. (1760 [I75L (U5U (ML (U'5U (1)5L (2756 TABLE No. 8 -- REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LNTEL I CLEAR I LNTEL TYPE LWEL STEEL GRA111Y CRAY"- UIUPLIFT - LEN6TH SPAN CAPACITY 1CAPACITY CAPACITY CAPACITY wrlom BAR roP TSAR (OnL (I) -,U 1175E (DSU (IAC (tft CAL (2)% ARCHITECT S DesPinc- 3xmD3:v. n Grou LIL441 RONALD REAGAN BLVD.NGWOODL32750 FL H: 407AX:407.abdes AA #: i \000000000 & LOT: KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSA (VERSION#01) PROZECT#: 2997.000 040R1 PAGE: LINTEL PLAN I I I I I I m 169-0' X 111-0' OHCsD NOMINAL WDM/HEIGHT OF LINTEL s' (LOTTOS) L-) I r -PLAIN OR SOLID LINTEL f � li 3 ' [8/16-P-#U/#L] "•'•' No. OF ADDITIONAL #5 BARS IN UPPER ' • .' •.�;. . % OR LOWER LINTEL CAVITY . _ �, i ARCH�TECT: . ,., . ;•; f,'.: STATE OF FLORIDA 1) 05 CON7IN000S (1) 05 CONTINUOUS •�'� ;, r • ••ti . • 3 3f . ; •• { •. . LINr"EL PLAN �'g .. -}--- Ap :•...:� 'I� 6'%15' KNOCKOUT BLOCK 6'X10- KNOCKOUT BLOCK .}a• ser • • • • : - ,� •. 4gIs0 _ ti PSI GROUT) y�•/ ,3000 PSI GROUTPLACED IN )9111AA •, t••rGENERAL NOTES: r t. STOP BARS r '�' ( TOP BARS r :�;yti '' ••r ' ••41 ' SEE SC1HEDUL E ."' SEE SCHEDULE iCODE'1 '• . U .: t !:a I.I. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 84022 4 8606 f. 4 4 I AID �tIO • � � y.••j' - ' (1) #5 CONTINUOUS e' 1) #5 CONTINUOUS ' r f i3. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 15012 t 21(97. •• •• A� ' 13. BUILDING GODS REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-081. - •• - - .• + • 174 •;•.±+' :� • '�j '�� •�••r :'i . x4y�?• J 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10). f 7 STIRRUPS AT 4•-O- a f STIRRUPS AT 4�-0' CC a ;� , 1! •a •'1 •� ! • •�' -%4* 13 2. GGNGi�TE: Np (Tlm OR WELDED) _ �Am OR 1�) r d1MJ aiil4l S . y !r. . a 12079 CONCRETE COMPRESSIVE STRENGTH AT 28 DAIS: Y1 BOTTOM BAR > to BARS r r , t- _ 4 • x ' �i { 2.1.1. i'RE-CAST W/STANDARD REiNFORGEMENT-4000 PSI 2.12. FIRE -CAST W/PRES I MESS REINFORCEMENT -6000 PSI SEE SCtIEDY E (PRECAST) SEE SCHEDULE 2.13_ GROUT PER ASTM 0416 - 3000 PSi W/ MAX 3/8' AGGREGATE, 8' TO 11' SLUT -r_ (PRESTRESSED) nw 3 'U/li' ! b/li• 22. REINFORCINCs BARS: DATE: 5 /21 /18 22.1- STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASPM A615 (GRADE 60) (2) STRANDS 7/i6"N-' . 223. STEEL M LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40).j7 i WIRE STRESS RELIEVED . Q -�t�om�_� » is » 23. PRESTRESSED STRANDS ASTM A416 NCE WITH STRESS RELIEVED 210 KSf Mi 2CI BLE PRESTRESSED 3�s5m. SCS 1/4 -1 --(} 2-4. DETAIL REINFORCEMENT Rel ACCORDANCE WiTH AGl 315. � f 25. CONCRETING OPERATIONS SHALL COMPLY UJ17H AG( STANDARDS. i i' ' 15, l 8132 -(1) i 4 51(11 4 5 8" 8_S_0) #5Al) sH�jET 3. MASONRY: 1 tr 3.1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND AGI 530-08. 32. MORTAR MASONRY UNIT STRENCsTH FM 1500 FSH. 8 16-S-0) #A1) #J 8/15-S-0) #AI) #5 O� 33. MORTAR SHALL BE TYPE S. PRECAST PRESTRESSED 8/20-S-{1) /(� 1) �5 8/24-S-(1) #E51(1) �55 C 4. STRl1GTURAL: B/16-5-(1 i #5111) 4J $ f) 4-5-(�Jli1 i >J ��JJ 4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAYING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE SEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTION 8606.14 OR FLORIDA BUILDING CODE PRESIDENTIAL, 5TH EDITION (2014), SECTION 2104.15 e,4^ZTM4C4R,GT4d LINTEL SCHEDULE LINTEL NO. LENGTH TYPE S'-4' 5% HT. COMMENTS L-1 r1,l-41 BF28-89 MRMTRESSM L-2 41-6a A*14-CWT RECESSED L-3 11-61 "_Ew 21561 7751 3820 4890 b%l I034 8101 L-4 -11-61 "-WT 2139 L -4A 101-61 "-WT 4'-1' t0 5'-4'(FIRECAOT) L-5 -11-61 &NO -WT 'Sk WE L-6 1062 "-EW MZMEMMME"iii:.-mm:: , �: L-1 41-61 sM 1236 2M 3400 3031 3707 4383 5061 L-8 41-65 d 8F*-05AT 143�w C14 9(3)25-&4 9P r-rr_s-AAZI I IA -WN I =L.5 ZPAWI= L.VALIZI ( LM,2/i- I I 4-M-40- LATERAL (3RAvITY OVERALL LINTEL LENGTH (TYPE OF; LINTEL) -05 SWIV-0818FF14-M VWO-02 8FF22-0 76_ BFB -@5 81`N 15 8F16 @5 MO EB 81`24-00 I 8F26 -M eF32.0S ............... (TYPE OF LWEL) 2'-e' TO 3'-6' (PRECAST) elle 3069 3119 5*3 660I 52*4 &M 1109rm 2231 2'-8'TOV-6'(PFEcA6T) 3'-1* TO W-VONFECABW tab& 21561 7751 3820 4890 b%l I034 8101 aw W-7110 5'-8' (PRECAST) 4--r TO 4'-6- (PRECAST) 2139 1969 2110 2931 3153 076 0400 6224 4'-1' To 5'-8' (F-FECAsTI 3'-r TO 4'-0• (PRECAST) 4'-1' t0 5'-4'(FIRECAOT) 165 1919 14278 1555 256v 41233686 4241 1211 'Sk WE 51-5. TO 5.40. (MEMAOT) 1062 We 11123 1634 2090 2549 9009 3410 MZMEMMME"iii:.-mm:: , �: = :2(x74 MEE MW_ W-11'70 irpl-W (PRECAST) sM 1236 2M 3400 3031 3707 4383 5061 I013 11-11 to V-0, (I"RECIAOT) 61.1' TO 11-61 (PREC146T) 143�w 101 M -b 202 22M 269e 3191 36W #00 MEMMEEMMEM l'-1' TO 9'-4'(FFECAST) 411 619 1160 *M 2564 .13486 2010 3302 584 415 Z 535t1W 1241 20" 2M, 2536 91-81 TO 101-6. MIRECAST) 3411 3313 WI -11 TO Ir -41 (PRECAST) 362 58254111366 046 2423 171 4006 _ ME ERE 111W to 121-01 (FIRECAST) W-I'TO b' -b' (PRECAST) 540 M54 5B4 2193 200 3552 331 ME �� ME 12-4- To 13'-4- MWCAST) 756 4111 1" NTS 1420 ism 2316 2063 2- 534 13'-b' TO 14'-0'(P"GA5T) 141-r to 141-81 0"RE5TR E ,"'ED, UANITITY OF 45 REBAR AT BOTTOM OF LINTEL CAVITY F 424 We VIM D26 *51 2171 12630 "R MMMMEM-_ AAE NR NR W W NR NIR NR per C50 w/mInTmum not area cz?mpressive TO 9'-41 (PRECAST) 14'-9' TO TV-4'(PIQESTFREseEP) W-VTO Ir-4'(PRESTRESSED) 326 NR MR W NR NQ NR NR NR W Mk . INK MR W NR Mm RUN � 290 Il' -5' TO I3'-4'(PFMsTftSftP) NIR NR NR NR W WR W NR . 414 604 Bev _101 1214 1513 M3 UWE == 2M W-5* TO 21'-4' OTFE165E[P) 154 W _NRNR W NR MR NR 244 1NIR 21'-5'70 22'-9)' SliEMEP) 131 NR W W NR NR NM MEE EM] ZME ME ZME ME 22'-1'70 NR _W NR M W NR W W 354 35`8 560 124 a" 10" 1220 = SAFE LOADS (L59/FT) 8' PRECAST U -LINTELS 14_V4MW UPLIFT LATERAL OVERALL LINTEL LENGTH BFO -It eFYP-IT MO -IT 81`24-rr 8F28-17 OF32-IT -05 SWIV-0818FF14-M VWO-02 8FF22-0 76_ I BFFWrr e1;F22-rr gFr26-tr ............... (TYPE OF LWEL) -SM-rr elle BFB IRCM 2'-8'TOV-6'(PFEcA6T) IV's 26" 3524 43-34 5263 6132 1001 i 11M W24 aw W-7110 5'-8' (PRECAST) ZME MHEMM ]ME 2#WM 120 n10 1116 2211 Ms 340 3566 4'-1' To 5'-8' (F-FECAsTI 3'-r TO 4'-0• (PRECAST) 7305 3060 Mr� 4510 5625 _ 6079 , 165 163 UO2 31-0. TO 6--s. (PRECAST) -Im IS IM 3W s"7741 5440 13" 2425 2819 3325 &S6 MZMEMMME"iii:.-mm:: , �: 4'-r 70 4'-6' (PRECAST) 101 204@ 2101 33151 4,V43 41H !;Ole ew 651 I013 11-11 to V-0, (I"RECIAOT) ORE 4" 559 r,&& 2253 3129 4051 31,46 411 #00 4'--r TO 5P-4'0MRECAOT) 2216 2535 3399 5561 M -l" 411 411 145 W-b"TO W-10' (PRECAST) sm 561 2080 2513 3107 4133 3411 3313 116 WM:RWM JIM22 agE:gRE ME load from no At lower height shown. a. For lintels lengths not shown, use safe load from F FILLED LUITH GROUT / U z UNFILLED A -3 LU W-I'TO b' -b' (PRECAST) ear, MCI IV" 2329 2190 M -I 3112 ; i :: = bffl 121 490 61-11 TO T-61 (PRECAST) 711 72'r 10" 1624 21D25 2426 2827 X76 2- 534 363 UANITITY OF 45 REBAR AT BOTTOM OF LINTEL CAVITY F 1 per C50 w/mInTmum not area cz?mpressive TO 9'-41 (PRECAST) 708 1136 1474 Ids 251 2500 326 b17 290 V-3' TO IV'-*'(PFRECASV 530sle Is, 05D 1461 1`736 2011 . . . . . . . . . . ............... ............. 284 401 IM 10-l"TO IP -41 (PRECAST) 414 604 Bev _101 1214 1513 M3 260 462 154 11'H!' TO IT-O'(FIRECADT1 419) 4W 724 S" 153 561b 385 244 402 131 12'-I' TO 13'-4' (PRECAST) 410 396 601 '18a s" 1$43 1323 211 324 10 t3'-b'TO I4'-V'(FftCA61r) 354 35`8 560 124 a" 10" 1220 zft 253 Im 141-P To 141 -al O-F;Esti;111111�1 239 02V 612 alb 1131 INR 204 51 14'-9' TO W-4- (PRESTRESSED) 774 313 406 621 1" 911 1954 NR 25a W 6- siwo MWEAK gravlt� load g 6412(a) w/ 159. reductToM 6412 QUANTITY OF 05 L _#5 �D S' -b' TO 1T-4'(FFE5TW5eM263 405 521 635 156 013 q M4 64 1,l'-5' TO I5'-4'(FN!E TIRE!NEO) 2214 545441 541 641 141 - M �� .WE MR We 57 TO 211-41 OTFRESOEW 47 204 Ur 393 480 5" 65 Mi 19 42 MMMEMMEEMMMMUME Cast -in-place concrete Iraq be provided In composite lintel In Ilau of concrete masonry units. I J 255 315 462 546 630 face of support. NOMINAL HEIGHT 3;1,-- %wE, I ................ t_ � : .......... 222, 1- -NOMINAL WIDTH PROVIDED IN LINTEL 8' PRECAST W/2'RECFS6 DOOR U-LI74M A AAr;= I e)A7•).06 (I 1a1,/Vrr) IC MATERIAL& G=RAVITY OVERALL LINTEL LENGTW (TTI -E OF LINTEL) OVERALL LNrrL LENGTH -05 SWIV-0818FF14-M VWO-02 8FF22-0 76_ I BFFWrr e1;F22-rr gFr26-tr ............... 3'-6' TO 4'-4'(PREQA6V *30 1149 33b6 3280 4345 541 6493 1561 am" PRO Im"A, 3'-b' TO 4'-4' (PRECAST)903 4'-6' TO 4'-6* (PRECAST) 1494 3063 2e92 me 4946 5924 6904 661 *04 2212 W-7110 5'-8' (PRECAST) 8�" 120 n10 1116 2211 Ms 340 3566 4'-1' To 5'-8' (F-FECAsTI TO 51-10, (PRECAST) 40I 655 an *53 W00 704 26415 3114 YW 11 mz__ EME MME 31-0. TO 6--s. (PRECAST) -Im IS IM 3W s"7741 5440 13" 2425 2819 3325 &S6 MZMEMMME"iii:.-mm:: , �: 61-V TOT -61 MWCASIN "s lbb 14W M59 3116 6143 123-3 W3 V -W TO 1'-6' (PRECAST) t7 11-11 to V-0, (I"RECIAOT) T -I* TO 9'-8' (PRECAST) 4" 559 r,&& 2253 3129 4051 31,46 411 #00 I 5'PRECAST DOOR U -LINTELS SAFE LOADS (LBS/FT) a MATERIAL& UPLIFT GENERAL NOE5 OVERALL LNrrL LENGTH -IT SWO-17 SW4-17 I BFFWrr e1;F22-rr gFr26-tr (TrFE OF LINTEL) A _9 a" ME �. N'R. I am" PRO Im"A, 3'-b' TO 4'-4' (PRECAST)903 - 16682362 3056 !1151 4445 5140 718 - 131 1164 4'-S' TO 4'-6'(FFieCAST) 661 *04 2212 293e 3601 421 1 91 4943 654 6193 1013 SAFE LO,4I:) TAE3LE NOTE5 TIFE IDE51GiNATION 4'-1' To 5'-8' (F-FECAsTI fills 1265 1191 2326 2854 33M 3911 m9MME -0- 40a 40I 655 5'-9' TO 5'•10' (PRECAST) bab 1201 M46 MMIN302 1 22" 2133 3286 3199 381 616 5'-A' TO W -S' MWCAST) 510 Ws B30 '7$ 2425 2819 3325 &S6 1" 464 _ , , 1. -: WE �Mz 2. V -W TO 1'-6' (PRECAST) 506142 13" r" 2166 2561 2965 RM500 505 *14 363 T -I* TO 9'-8' (PRECAST) res 4606 804 E122 540 W2W 510 490 214 1. For composite lintel hal hts not shown, use safe 2 u : a A R C H IT E C TS Desi n Grou inc. 2. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup-com AA #: 0003325 MATERIAL& GENERAL NOE5 05 e. Safe load rating based on rational design SAFE LO,4I:) TAE3LE NOTE5 TIFE IDE51GiNATION RE5AR AT TOP analysis per ACI 318 and ACI �,30 Mil't (1) REQ10 2. f'c 8' precast lintel- 4000 pat F'c prestressed lintel = 60000 Pal L 2. Provide full mortar bad and head Joints- Shore filled lIntols as required. 10. The exterior surface of lintels Installed In exterior concrete masonry walls shalt have a coating of stucco applied In - _.. _/ a: - - 1. All values based on minimum 4 Inch 1. For composite lintel hal hts not shown, use safe 2 1- 1/2' CLEAR 3. Grout per ASTM C416 F'_q -- 3000 pet w/ maximum 3/6 Inch aggregate 0 8 to 11 inch 3. Installation of lintel must comply with the hits tural architectural accordance with ASTM C -2e6 or other approved coating.SEE SAFE LATERAL LOAD nominal bearing. Exception: Safe loads for unfilled lintels must be reduced by 20%. IF bearing length Is load from no At lower height shown. a. For lintels lengths not shown, use safe load from F FILLED LUITH GROUT / U z UNFILLED A -3 LU 4. slump Concrete Masonry Unite (CMU) 4571 4. and/or structural cloci-norits. U -Lintels are manufactured with 5 1/2' long Il. Lintels loaded simulta I� with vertical avitV or uplift) and"hE'oruT9zontaI (lateral) TABLES FOR LOAD RATING FOR EACH ADDITIONAL 2- Ie*6 than & 1/2 Ind'.06. N -R. - Not Rated next longest length shown T. All safe load& in units of linear foot UANITITY OF 45 REBAR AT BOTTOM OF LINTEL CAVITY F 1 per C50 w/mInTmum not area cz?mpressive notches at the ends to accommodate vertical call reinforcing and grouting- l'o"ror. should be checked for the combined REINFORCED CM FULL 3. Safe loods are superimposed allowable toads. pounds per 10. .411 safe load$ based on simpiv supported strength 0 12105TMP,:�15 5. Reference the CAST -CRETE Load Deflection loading with the following equation; COURSE 4. Safe loads based on grade 40 or grader 9,0 field span- 0F I 15/1 T 5. ro. Rebar P grade 60 ProstroWnQ strand per ASTM A416 grade 210 low relaxation 6. Graph broc�-ure for lintel deflection Information. Bottom Field added robar to be located a the bottom of the [into] cavit�. Applied vertical load. A12121led horizontal load !� 1_0 -at I Safe vertical load Safe horizontal load CLR TYP r roba r. One 01 rebar may be substituted for two #S robars in 5' lintel* only it. The number in the the parenthesis Indicates the percent reduction for grade 40 field added rebar. Example I'-&' lintel type eF32-15 ear* Z GROUT 1. Mortar per ASTM 0210 type M or S 1. 1/32' diameter wire stirrups are welded to the 12. Additional lateral load capacity can be 2) 45 RE5AR 6- The designer may evaluate concentrated loads From the load gravlt� load g 6412(a) w/ 159. reductToM 6412 QUANTITY OF 05 L _#5 �D RE5AR AT 50TTOM a. bottom steel for mechanical anchorage- obtained bv thee designer b� providing a 0 GR40 or GR(90 safe tables by calculating the maximum resisting moment and shear at cl-away From; (.85) 5501 pif RE5AR AT TOP OF LINTEL CAVITY Cast -in-place concrete Iraq be provided In composite lintel In Ilau of concrete masonry units. additional reinforced concrete masonry above the [Intel. see detail at right: I J face of support. NOMINAL HEIGHT 50TTOM REINFORCING -NOMINAL WIDTH PROVIDED IN LINTEL (VARIES) V NOMINAL LUIDTH A R C H IT E C TS Desi n Grou inc. 2. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup-com AA #: 0003325 SUBDIV. ac IWOO KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 2997.000/04OR1 PAGE: LINTEL PLAN (CAST. -CRETE) ARCHITECT. STATE OF FLORIDA 0 JAES AWW&L M D.404-A-Sle- 21/18 3CAt,E: 1/4"=1s -On SHEET 5 D OF 9 \000000000► SUBDIV. ac IWOO KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 2997.000/04OR1 PAGE: LINTEL PLAN (CAST. -CRETE) ARCHITECT. STATE OF FLORIDA 0 JAES AWW&L M D.404-A-Sle- 21/18 3CAt,E: 1/4"=1s -On SHEET 5 D OF 9 C:1 9(3)25-64 LINTEL PLAN- Aw--Al 1=. IIIA m 1'-&Jl ib' -m' X "I' -O' C44GD QUALITY PRECAST COMPANY 'STRONG' ON SERVICE [!!�Pll, Box 11 - Brandon, Florlda 33509-0011 LINTEL NO. REINFORCING SCHEDULE & LOAD CAPACITIES REINFORCING SCHEDULE &LOAD CAPACITIES COMMENTS L-1 SAFE WORKING LOADS SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN 101-6' WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U CAPACITY CAPACITY CAPACITY CAPACITY 4'4" 3'-0' 2'$" PRECAST (2) D4.5 WIRE (2) No.3 1137 1137 L-1 (0)#5L(1)#5U (1)#5L(1)#5U (2) No.& 1367 1553 1553 1284 (i)#5L(2)#5U (0) #51- (1)#5 (1)#5L (1)#5 (0)#5L (1)#5U(1)#5L (1)#5U (1)#5L (2)#5U (2) No.3 1194 1363 1363 1131 DEfAIL'U' DETAIL 'V (1)#5L(1)#5U DETAIL'W' 4'-0" PRECAST (2) DOS WIRE DETAIL'(' DETAIUY DET#51-(1)#5 AIL DETAILW 5'-4" 5'-0" PRECAST (2) DOS WIRE. DETAIL'U' &'V R A 7-10" 1'-6" PRECAST 2 .5 WIRE 2 No.3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 W IRE 2 No. 3 10000 10000 10000 10000 4'-0" 7-8" PRECAST (2) D4.5WIRE_ 2 No.3 10000 10000 10000 10000 X -b" 3'-2" PRECAST (2) D4.5WIRE 2 No.3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 W IRE 2 No. 3 9576 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 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) D4.5WIRE_ 2 No.4 7924 10000 9263 10000 7-6" 6-2" PRECAST (2) D4.5WIRE_ 2 No.4 5748 10000 6723 10000 7-8" 6'4" PRECAST (2) D4.5 W IRE 2 No. 4 5473 9564 6402 10000 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 4978 8706 5824 10000 8'-4" 7-0" PRECAST (2) D4.5 W IRE 2 No. 4 4546 7957 5320 10000 9'-4" 8'-0" PRECAST (2) D4.5 WIRE_ 2 No. 4 3536 6205 4141 7410 10'-6" 9'-2" PRECAST (2) D4.5 WIRE_ 2 No. 4 2725 1 4798 3194 5322 11',4" 10'-0" PRECAST (2) No.3 2 No. 5 3615 5348 2699 4424 12'-0" 19-8" PRECAST (2) No.3 2 No. 5 3191 3670 2379 3894 17-6" 11'-2" PRECAST (2) No.3 2 No. 5 2919 3369 2174 3572 13'-4" 17-0" PRECAST (2) No.3 2 No. 5 2535 2961 1884 3137 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 2278 2698 1691 2856 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 3326 3326 1829 2919 (2) No.3 2 No. 5 1149 1149 2`No. 4 1149 DETAIL'DE' DETAIL'DF' 14'-8" 13'-4" 16-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 3031 3031 1666 2702 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 2 No.4 1241 775 1270 2'-8" 17-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 2346 2346 1290 2210 2'-10" 17-4" 16'-0" PRESTRESSED 2 No.4 (2) 7116 strand + 443 993 600 19',4" 16-o" PRESTRESSED (2) No. 3 (2) strand + 1865 1865 1029 1869 NOTES. 19'-N' 2 (2) No. S PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 20'-0" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1737 1737 959 1778 2. MN. BEARING REQUIRED AT EA. END - 4" 5'-" 2 No.5 20'-0" 18'-g' PRESTRESSED (2) No. 3 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1516 1 516 839 1 620 (2) No.4 1764 1763 2 No.5 1578 2 No.5 PRECASTCRETE7-e'' CONCRETE L.: �'1 21'-4" 20'-0" 22'-0", 20'-8" PRESTRESSED (2) No. 3 (2) strand + 1420 1420 787 1551 20'-9' PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 (2) No. 720 366 716 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No.5 1250 1250 658 1300 QUALITY PRECAST COMPANY 'STRONG' ON SERVICE [!!�Pll, Box 11 - Brandon, Florlda 33509-0011 LINTEL NO. REINFORCING SCHEDULE & LOAD CAPACITIES PRESTRESSED (2) No- 3 2 No. 5 642 1 642 1 306 599 COMMENTS L-1 SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL LATERAL SAFE LOAD TOTAL CLEAR DOOR LINTEL LINTEL STEEL STEEL LENGTH SPAN SIZE TYPE TOP WIRE / BOTTOM PLAIN SOLID BAR BAR DETAIL'DA' DETAIL'DB' TOTAL LENGTH LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT 101-6' LENGTH SPAN 3'-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1640 1790 WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY 4'4" 3'-0' 2'$" PRECAST (2) D4.5 WIRE (2) No.3 1137 1137 L-1 4'-6' 8118-54MOJL (2) No.& 1367 1553 1553 1284 L-8 (0) #51- (1)#5 (1)#5L (1)#5 (0)#5L (1)#5U(1)#5L (1)#5U (1)#5L (2)#5U (2) No.3 1194 1363 1363 1131 1131 5'-8" 4'4" 4-0" PRECAST (2) 04S WIRE (2) No.3 559 559 6-8" 4'-4" 4'-0" PRECAST (2) DOS WIRE DETAIL'(' DETAIUY DET#51-(1)#5 AIL DETAILW 5'-4" 5'-0" PRECAST (2) DOS WIRE. -6 R A 2 D4.5 WIRE o. 3 10000 10000 10000 10000 9--8" 8' 4" 8'-0" PRECAST (2) DOS WIRE (2) No.4 294 510 3'-6" 2'-2' PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-17' 2'-g' PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 DOOR SIZE 4'-6' 3'-2' PRECAST (2) D4.5 WIRE (2) No. 3 7207 10000 9863 10000 DETAIL'DH' &'DJ' 4'-g' 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 5'-10" 4'-6' PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6'-6' 5'-2' PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6-2' PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 4'-2' 7'-9' 64" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 PRECAST (2) D4S WIRE (2) No.3 3647 9133 8'-a' 6'-0' PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 6382 9'-4" 8'-0" - PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2' PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 2. MIN. BEARING REQUIRED AT EA END -4" 3. STAN DARD FOR REIN F. STEEL - ASTM A615 11'4' 10'-0" PRECAST (2) No.3 2 No. 5 1568 1568 1222 1568 91-8" 12-0" 10'-9' PRECAST (2) No.3 2 No. 5 1439 1439 1075 1439 124" 11'-2' PRECAST (2) No.3 2 No.5 1354 1354 981 1354 13-4" 12'-0" PRECAST (2) No.3 2 No. 5 1232 1232 849 1232 LINTEL STEEL GRAVITY SAFE LOAD BOTTOM BAR PLAIN SOLID #5 (1) U (01 14-0" 12-6' PRECAST (2) No.3 2 No. 5 1149 1149 760 1149 DETAIL'DE' DETAIL'DF' 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 2 No.4 1419 1419 850 1347 ; . SEE SCHEDULE 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1291 1241 775 1270 2'-8" 2'-4" PRECAST (2) D4S WIRE (2) No.3 2970 4965 4401 2 No.4 4'-2' 2'-10" 17-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 443 993 600 1084 S-0" 2'-8" PRECAST (2) D4S WIRE (2) No.3 2400 4030 3607 2 No.4 NOTES. 19'-N' 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 3'4" 3'-0" PRECAST (2) D4.5WIRE (2) No.3 1966 3390 3053 2 No.5 2. MN. BEARING REQUIRED AT EA. END - 4" 5'-" 4'4" 20'-0" 18'-g' PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 64' 5'-0" 5'-0' PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 2 No.5 1578 PRECASTCRETE7-e'' CONCRETE L.: �'1 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.5 834 834 390 763 8' 0" 2240" 20'-9' PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 2 No.5 6 strand + QUALITY PRECAST COMPANY 'STRONG' ON SERVICE [!!�Pll, Box 11 - Brandon, Florlda 33509-0011 LINTEL NO. 2N4r 22'-g' PRESTRESSED (2) No- 3 2 No. 5 642 1 642 1 306 599 COMMENTS L-1 17'-4' LATERAL SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER L-2 4'-6' LINTEL LATERAL SAFE LOAD TOTAL CLEAR DOOR LINTEL LINTEL STEEL STEEL LENGTH SPAN SIZE TYPE TOP WIRE / BOTTOM PLAIN SOLID BAR BAR DETAIL'DA' DETAIL'DB' TOTAL LENGTH CLEAR SPAN DOOR UNTELTYPE LINTELSTEELTOP SIZE WIRE/ BAR LINTEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD STEEL SOLID SOLID SOLID SOLID BOTTOM PLAIN #5 (1) U (0) L #5 (1) U (1) L ##51, UUO' LL #5 (2) U (1) L BAR DETAIL -DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' '1'-6' M-6-MVIJL 3'-" L -4A 101-6' 8116-5-lUUKUL (21 No.3 1597 1801 1801 1483 3'-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1640 1790 1'-6' 8116-5-fuXUL 2'-10" L-6 1'-6' QUALITY PRECAST COMPANY 'STRONG' ON SERVICE [!!�Pll, Box 11 - Brandon, Florlda 33509-0011 LINTEL NO. LENGTH TYFDF- S'-4' 5F�3 "T. COMMENTS L-1 17'-4' 8128-641MIL PRESTREBSED L-2 4'-6' &44 -6 -UM REGEMP L-3 1'-8' "-$-lUUKIL 2143 L-4 '1'-6' M-6-MVIJL 3'-" L -4A 101-6' 8116-5-lUUKUL (21 No.3 1597 1801 1801 1483 L-5 1'-6' 8116-5-fuXUL 2'-10" L-6 1'-6' Wb-6dIUK1JL 4'4" 3'-0' 2'$" PRECAST (2) D4.5 WIRE (2) No.3 1137 1137 L-1 4'-6' 8118-54MOJL (2) No.& 1367 1553 1553 1284 L-8 4'-6' 8116-541XWVJL 3'-4" A R C H I T E C T S -) Desig2Grou1nc . rn: tvr-r rr-vvro FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 4'-0" 2'-8" 2-4" PRECAST (2) DCS WIRE (2) No.3 1386 1410 3-8 2-4 2-0 PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 3'-" 4'-0" 2'-W 2' 4" PRECAST (2) D4S WIRE (21 No.3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1259 1259 4'-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'4" 3'-0' 2'$" PRECAST (2) D4.5 WIRE (2) No.3 1137 1137 4'-4" 3'-0" 2'-8" PRECAST (2) DOS WIRE (2) No.& 1367 1553 1553 1284 1284 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 929 929 4'-" 3'-4" V-0" PRECAST (2) D4S WIRE (2) No.3 1194 1363 1363 1131 1131 5'-8" 4'4" 4-0" PRECAST (2) 04S WIRE (2) No.3 559 559 6-8" 4'-4" 4'-0" PRECAST (2) DOS WIRE (2) No.3 864 995 495 831 831 6'-&' 64" 6-0" PRECAST (2) D4 WIRE (2) No.4 606 1097 6'-S" 5'-4" 5'-0" PRECAST (2) DOS WIRE. (2) No.4 662 816 -816 650 654 7'4" 6'4" 60 PRECAST (2) D4S WIRE (2) No'4 498 863 7'-8" 6'-4" 6'-0" PRECAST (2) DOS WIRE (2) No.4 542 669 669 462 537 9--8" 8' 4" 8'-0" PRECAST (2) DOS WIRE (2) No.4 294 510 9'-6' 8-4"I PRECAST (2) DOS WIRE (2) Na.4 396 489 489 261 393 A R C H I T E C T S -) Desig2Grou1nc . rn: tvr-r rr-vvro FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTELTYPE LINTELSTEELTOP LINTELSTEEL WIRE/ BAR BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD 8654 10000 SOLID SOLID SOLID SOLID #5 (l) U (0) L #5 (1) U (l) L #5 (�) U (0) � #5 (2) U (1) L DETAIL'DU' DETAIL'DV' DETAIL'DU' &'DV DETAIL'DW 3'-" 2'4- 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 4'-0" 2'B" 1 2'-4" PRECAST (2) D4S WIRE (2) No.3 10000 10000 1 10000 10000 10000 A'_7' M_1 n" I 7'_/." PPrr'44ZT VN PIAS WIPE trn nor. Z oras immn I lmmn imm 4103 A R C H I T E C T S -) Desig2Grou1nc . rn: tvr-r rr-vvro FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 4'-4" 3'-0" 2--6- PRECAST (2) D4S WIRE (2) No.3 8654 10000 10000 10000 44' 3'4" 3'-0" PRECAST (2) D4S WIRE (2) No.3 7102 10000 9975 10000 51-8" 4'4" 4'-0" PRECAST (2) DCS WIRE (2) No.3 4336 10000 6110 10000 6'-8" 5'4" 5'-(T' PRECAST (2) D4S WIRE (2) No.4 5323 10000 4103 10000 7'-8" 6'4" 6'-0' PRECAST (2) D4S WIRE (2) No.4 3810 10000 2929 9691 91-8" 8'4" 81-0" PRECAST (2) D4S WIRE (2) No.4 2202 5434 1680 5174 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" RECESS DOOR HEADER I iffGRAVITY I TOP LEG BARS: 3000 PSIKILD, ( PLACED(SEESCHEDULE) TOTAL LENGTH CLEAR SPAN DOOR SIZE SAFE LOAD LIMELTYPE LINTELSTEELTOP LINTEL STEEL WIRE / BAR BOTTOM BAR SOLID SOLID #5 (1) U (0) L #5 (1) U (1) L UPLIFT SAFE LOAD SOLID SOLID #5 (1) U (0) L #5 (2) U (1) L #5 1 U 1 L ) #5 CONTINUOUS REQ'D. L\000000000 DETAIL'DH' DETAIL'DY DETAIL'DH' &'DJ' DETAIL -DK' R STRUCTURAL PLAN"STIRRUPS AT 4'-0"CC 3'-8" 2'-4" 2-0" PRECAST (2) D4S WIRE (2) No.3 5713 10000 10000 10000 OR WELDED) IIP`N TOM BARSSCHEDULE 4'-0" 2'$" 2-4' PRECAST (2) D4.5 WIRE (2) No.3 4511 - 10000 9686 10000 -41 4'-2' 2'-10" 2'-6" PRECAST (2) D45 WIRE (2) No.3 4032 10000 8687 9503 4-4" 3'-0" 2-8" PRECAST (2) D4S WIRE (2) No.3 3647 9133 7835 8173 4'�" 3'-0" 3-0" PRECAST (2) DOS WIRE (2) No.3 2990 7025 6382 6382 51-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1 1819 4139 1 3839 3839 NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 6'-8" 64" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 2. MIN. BEARING REQUIRED AT EA END -4" 3. STAN DARD FOR REIN F. STEEL - ASTM A615 7'-T 6'-0" 6'- PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 TYP ICA/rL LINTEL SECTION 91-8" 8'-4" 81-0' PRECAST (2) D4.5WIRE (2) No.4 1563 1563 1113 1455 - PR E AST CONCRETE V GRAVITY& UPLIFT SAFE LOADS (PLF) 3"PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEESCHEDULE) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL GRAVITY SAFE LOAD BOTTOM BAR PLAIN SOLID #5 (1) U (01 UPLIFT SAFE LOAD SOLID #5 (Y�U (0) L #5 ) U 1 L #5 (2) U (1) 2' 2' (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN ' -4m 7132" STIRRUPS AT Ir7K1D M (TED OR WELDED)4'-0" cc BOTTOM BARS DETAIL'DE' DETAIL'DF' DETAIL'DE' &'DF' DETAIL'DG' 3'-6" 24" 2'-0" PRECAST (2) D4S WIRE (2) No.3 3764 6455 5637 5637 ; . SEE SCHEDULE 4'-1 2'-8" 2'-4" PRECAST (2) D4S WIRE (2) No.3 2970 4965 4401 4401 4'-2' 2'-10" 2'-6' PRECAST (2) D4S WIRE (2) No.3 2654 4449 3965 3965 7 ' 4'-4" S-0" 2'-8" PRECAST (2) D4S WIRE (2) No.3 2400 4030 3607 3607 NOTES. Lf.1� 1. MINIMUM COVERAGE OF STEEL- 1.5" 4'-e 3'4" 3'-0" PRECAST (2) D4.5WIRE (2) No.3 1966 3390 3053 3053 2. MN. BEARING REQUIRED AT EA. END - 4" 5'-" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (21 No.3 1193 2290 2085 2085 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS HEADER SECTION 64' 5'-0" 5'-0' PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 PRECASTCRETE7-e'' CONCRETE L.: �'1 6'4" 6-0" ' PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 9'-" 8' 4" 8' 0" PRECAST (2) D4S WIRE (2) No.4 1000 1000 686 903 A R C H I T E C T S -) Desig2Grou1nc . rn: tvr-r rr-vvro FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDrV. & LOOT. KENSINGTON RESERVE (LOT 40) MODEr.: SANTA ROSA (VERSION#01) PROJECT#: 2997.000 040R1 PAGE: LINTEL PLAN (QUALITY PRECAST) ARCHITECT- STATE OF FLORIDA JALES . AIlfiVYBL AR 12079 DAT 421 /18 - 8C - 1/4"=1'-0" SHEET 5Eor 9 01111111111 L\000000000 SUBDrV. & LOOT. KENSINGTON RESERVE (LOT 40) MODEr.: SANTA ROSA (VERSION#01) PROJECT#: 2997.000 040R1 PAGE: LINTEL PLAN (QUALITY PRECAST) ARCHITECT- STATE OF FLORIDA JALES . AIlfiVYBL AR 12079 DAT 421 /18 - 8C - 1/4"=1'-0" SHEET 5Eor 9 HEADER SPAN CHART (HEADER SIZES PER CHART U.N.O.) SINGLE STORY APPLICATION SIZE CLEAR SPAN OA T E C T O R SCHEDULE -- C E D g 7 L� CONTROL DATE: 01-01-15 T T CONGHJ U UP TO 5'-4' SIMPSON W-4' TO 1'-0' USP\!J� 7'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER DBL 2 x 8 META -16 1450 HTA I6-18 1400 - (l) 10d x 1 1/2' I -PLY, (b) 16d 2 -PLY, - - (USP: (10) 10d X 1 IR' - NO 16d OPTION) - EACH END OF HEADER (2) META -I6 - 1985 1900 (2) HTA 16-I8 2800 (ID) loci x I -I/2' I -PLY, (USP: 00) 10d x 11/27 - - (14) Ibd 2 -PLY (USP: NO Ibd OPTION) - - - HETA-16 1810 NTA I6 1615 - (9) 10d x 1 1/2' I -PLY, (8) Ibd 2 -PLY USP: (10) 10d x 11/2, NO Ibd OPTION HETA-20 - 1810 - - HTA 20 - 1615 - (9) 10d x 1 1/2' I -PLY, (8) Ibd 2 -PLY USP: (10) 10d x 1 1/2', NO 16d OPTION - - >- O:f (2) HETA-20 - 2035 2500 - (2) HTA-20 - - 3170 (10) loci x 1 1/2' l -PLY - USP: (10) 10d x 1 1/2'- - _ (12) 16d 2 -PLY - (USP; NO 16d OPTION) - O LGT-2 2I50 - LUGT-2 - 1915 (1) - 1/4' x 2 1/4' TITEN, 2 PLY (USP: BLK (5) 1/4' WB, WOOD (16) 10d - V) DETAL-20 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 (18) - lod x 1 1/2, 1 PLY MGT 3965 - MUGT 4000 - (1) 5/B' A.T.R. M HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (LISP: (28) 10d TO WOOD) - HGT-2 « 10980 HUGT-2 9365 (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (USP: WOOD (8) loci) - - NGT -3 « 10530 HUGT-3 9365 (2) 3/4' A7R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d SO WOOD (USP: WOOD (8) 10d) (2)2x12 5E LGT3-SD825 3285 - - LUGT-3 5330 - (12) SDS 1/4'41/2' TO GIRDER (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W1525) — LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA - WALL -- 1555 - - - - - - (10) 10d x 1-1/2' (USP: (10) 10d x 1 1/2' - - VGT - 4940 - NO USP CONVERSION FOR 8IMP50N VGT (I) 5/8' A.T.R. M HIGH STRENGTH EPDXY (MIN. 12' EMBED), (Ib) -SDS 1/4'X3' TO WOOD - - - (2) VGT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. IY EMBED), (32) -SDS 1/4 -XV / 2 PLY -- MTS-12 1000. MTW 12 1595 (14) 10d x 1 1/2' (USP: (14) 10d x 1 1/2', (14) 10d) NTS -16 1150 -- NTW 16 -- 1660 --- (I6) lod x 1 1/2' - - (USP: (16) lod x 1 1/2 , (1( ) 10d) -- -- WTS-20 - 1450 HTW 20 - 2045 (24) 10d x 1 1/2' !USP: (24) loci x 1 I/2', (20) loci) HTS -24 - 1450 HTW 24 2045 (24) 10d x 11/2' - - - (USP: (24) 10d x 1 1/2', (20) 10d) - - LSTA-12 ++ 925 LSTA 12 910 (10) lod USP: (10) Cod LSTA-18 ++ - Y235 - - - LSTA IS - 1360 (14) led - - - - - USP: (14) 10d - - - - M5TA-18 w 1315 MSTA-18 1315 - (14) 10d - USP: (14) 10d - V) MSTA-24 w 1640 MSTA-24 Il5o (18) lod USP: (IS) lod d. MSTA-30 «+ 2050 - MSTA-30 2140 (22)10d - USP: (22) 10d - - <. MSTA-36 + - 2050 MSTA-36 2525 - (26)10d - USP: (26)lod - - I-- MSTI-36 - 3800 - KSTI 236 3090 (36) 10d x 1 1/2' USP: (36) lod x 1 1/2' N MSTI-48 - 5065 - KTSI 248 4250 (48) 10d x 1 I/2' - USP: (48) loci x 1 1/2' H6 950 LFTA 6 1595 (8) 8d TO PLATES, (8) Sd TO STUDS (USP: (I( ) 8d x 1 1/2', (16) 8d) SP4 885 SPT 4 945 (6) loci x 1 1/2' TO STUDS USP: (6) loci x 1 1/2' TO STUDS A34 395 MP 34 410 (4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. USP: (4) Sd x 1 1/2' TO BEAM, (4) Sol x 1 1/2' TO POST. HCP2 - 645 - HHCP 2 1010 - (12) 10d x l 1/2' - USP: (10) 10d x 1 1/2' TO TRUSS, (10) 10d X 1 1/2' TO PLATE H1eA - 1340 RT M A 2160 - (18) 10d x 1 1/2' - USP: (9) 10d x 1 1/2' TO TRUSS, (8) 10d X 1 1/2' TO PLATE - VGT • HDU4 4565 PND 4A - - 4535 - (16)-5D5 1/4'x3' TO WOOD, (10)-5DS 1/4'x2 1/2' W/ THREADED ROD, (2) NUT5/WASHER/2 PLY - USP: 5/8' ATR MIN. l' EMBED SET N HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS c0 VGT t HD16 4940 TDX 10 5110 (16) -SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY USP: 1/8' ATR MIN. 1' EMBED SET N HIGH STRENGTH EPDXY, (4) 1/S' THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 6115 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7 EMBED.1 IN GONG, (12) lbd TO WOOD USP: SAME AS SIMPSON ABU 66 2300 12000 PAU 66 - 2535 13815 - (1) 5/8' ATR. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN CONC., (12)l6d TO WOOD USP: SAME AS SIMPSON V - LTTI9 ««« 1340 - LTS IS 1205 (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) N GONG, (8AOd TO WOOD USP: SAME AS SIMPSON Q = LTT20B +++ - 1500 - LTS 20� 1105 (1) 1/2' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) N CONC, 00A0d TO WOOD USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d,.(10) led x 1 1/2', 2-1/2' u Z HTT4 4455 HTT45 4465 (1) 5/8' A.T.R. N HIGH STRENGTH EPDXY (MIN. T EMBED,) N CONC, (I8) 60'10.X 1 1/2' CUSP: (20) Ibd X 2-1/27 USP HAS MORE NAIL OPTIONS: (20) led, (20) loci x 1-1/2', (20) 16d x 2 1/2' Q H 5090 HTT45 5430 !1) 5/8' ATR. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN GONG, (26) 16d X 2 1/2' CUSP: (20) 16d X 2-1/27 USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-1/2', (20) Ibd x 2 1/2' HHDQII-SDS 25+ 11,810 UPHD 11 12090 (V I' A.T.R. N HIGH STRENGTH EPDXY, (MN. 10' EMBED.) IN CONG., (24) SDS Y+' x A, WOOD SCREWS (USP: (24) W83 WOOD SCREWS) HD115 6645 TDX to 5110 (1) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS) V) - MBHA 356AI25. 3415 5330 - NFM35XI2U 31(.5 1130 SIMPSON: (U 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, MN. 6.15' EMBEDMENT) N CP1.U. FACE, (IS)IOd TO BEAM - - - USP: (U 1/2' J -BOLT W/ MINIMUM 6: EMBED. t NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4'01A ITW - RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MN. 5' EMBED DEPTH INSTALLED IN THE FACE. I4 T JOIST w W 0 - HUSC412 (WOOD) - - 3635 2660 (FLR) - - HUS4121F 3265 (ROOF) - 2530 (FLR) 3060 - 3225 !ROOF) - - - - - - - (10) Ibd TO HEADER (10) 16d TO WOOD - USP: SAME AS SIMPSON - - - - - Z Q HUC4I0 (CMU) 1810 - 5085 H0410 IF 1905 3115 08) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (le) 10d TO WOOD: CUSP: (I5) 114' x 3' W53 SCREWS, (10) loci TO WOOD. _ HUG210-7 (CMU) 1810 5085 1-10210-2IF - .1905 3115 - (18) 1/4'x 2-3/4' TITEN 09 PER FLANGE) TO CMU, (10) led TO WOOD: CUSP: (18) 1/4' x V11153 SCREWS, (IO) loci TO WOOD HUC210-3 (CMU) 1810. 4000 HD210-31F 1905 3115 (I8) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (18) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD LGUM26-2-5DS - 1430 5595 - NO USP CONVERSION FOR SIMPSON LGUM26-2-SDS (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4)114' X 2 1/2' SDS SCREWS TO WOOD - HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE - ANCHORING SYSTEMS. - - - - - - - - - - - - - - + WHERE ANCHOR EMBEDMENT IS GRATER THAN l' DEEP, THE VERTICAL C£LL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. - - �+ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23 9. REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. - - - V) +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE l' - Ld Q A.T.R. - A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) - - - - - - Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 18 USED. - - - - - - - - - - - WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER AS7M-AI53 - - - - USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. - ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HWO9, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE t MASONRY CATALOG C-SA5-2012. HEADER SPAN CHART (HEADER SIZES PER CHART U.N.O.) SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 8 W-4' TO 1'-0' DBL 2 x 10 7'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-0' TO 6'-4' DBL 2 x 10 6'-4' TO 8'-0' DBL 2 x 12 8'-0' AND OVER r92x12 (42 SYP) 1/16,085 (TYPO If ------------- NAIL (3) 12d ® 6'-8' O.C. U U U 1 ------------- - -------------------------------- ---------� �: 1 TVP. 2x12 BM./HDR. 1-1,x3 _ _ _ _ - - _ _ _ _ C� ENTRY w GmzG D6 ATTACH l2) 2X12 Lu ° T�vi V H03lZe = _ _ r n: -ry r- i i w -vv a• o FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 MINWALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO W-0' TO 81-0' uxO. W-11 1/2' �-1"I'-11 121'AND UP NUMBER OF HEADER STUDS SUPPORTINCx END OF HEADER t 2NUMBER OF FULL LENGTH STUDS12AT EACH END OF HEADER 3 ti' CJ1A -- �: (2)2x12 5E AMS -- -- — -- -- — H02GE a - FL06G TRUSS DBL. 2x10 SECURED TO TRUSS -, m O w Iti O 4 � co co h M 1+ to c0 N CID 0� MINWALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO W-0' TO 81-0' uxO. W-11 1/2' �-1"I'-11 121'AND UP NUMBER OF HEADER STUDS SUPPORTINCx END OF HEADER t 2NUMBER OF FULL LENGTH STUDS12AT EACH END OF HEADER 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 SECURE (2) 2x6 TO • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH DBL. 2x10 W/ HUS -26 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 t 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 LANDING DETA SCALE: 1/2 = V-0' i 2X� KNEEWALL ATTACHED TO (2) 2X12 SEAM TO KING STUD < DBL. TRUSS W/ MTS -12 is EA. STUD S JACK STUD W/ (2) MSTA-24 2X KNEEWALL SECURED TO SECURE 2x6 CMU W/ 1/2' ANCHOR BOLT W/ LEDGER trR sEcrroN 2' WASHERS SET IN SIMPSON HIGHT STRENGTH EPDXY 6 ON SHEET 4AI OF 2L 32' O.C. (T EMBED.) IL SUBDIV. & LOT: KENSINGTON RESERVE (LOT 40) MODEL.: SANTA ROSA (VERSION#01) PROJECT: 2997.000/04OR1 PAGE: FIRST FLOO R FRAMING PLAN ARCHITECT- STATE RCHITECTSTATE OF FLORIDA 4G' 9108 J ANTW�L 12079 rD7A4�: 8/9/18 SCALE:1/499=1 I — 0" SHEET OF 9 Q I II = G13A TO 4X4 POST CJ1A -- �: (2)2x12 5E AMS -- -- — -- -- — H02GE - FL06G TRUSS DBL. 2x10 SECURED TO TRUSS -, 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 SECURE (2) 2x6 TO • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH DBL. 2x10 W/ HUS -26 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 t 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 LANDING DETA SCALE: 1/2 = V-0' i 2X� KNEEWALL ATTACHED TO (2) 2X12 SEAM TO KING STUD < DBL. TRUSS W/ MTS -12 is EA. STUD S JACK STUD W/ (2) MSTA-24 2X KNEEWALL SECURED TO SECURE 2x6 CMU W/ 1/2' ANCHOR BOLT W/ LEDGER trR sEcrroN 2' WASHERS SET IN SIMPSON HIGHT STRENGTH EPDXY 6 ON SHEET 4AI OF 2L 32' O.C. (T EMBED.) IL SUBDIV. & LOT: KENSINGTON RESERVE (LOT 40) MODEL.: SANTA ROSA (VERSION#01) PROJECT: 2997.000/04OR1 PAGE: FIRST FLOO R FRAMING PLAN ARCHITECT- STATE RCHITECTSTATE OF FLORIDA 4G' 9108 J ANTW�L 12079 rD7A4�: 8/9/18 SCALE:1/499=1 I — 0" SHEET OF 9 M(NSTUO REQUIREMENTS MAXIMUM HEADER SPAN (ft.) CONNECTOR SCHEDULE CONTROL DATE. 0,_0l_I5 5'-0' t0 SIMPSON UNA. USP ,— � ll Lp2s AND uP NUMMR OF HEADER STUDS DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER 2 META -16 1450 - HTA 16-18 1400 CV 10d x 1 1/2' 1 -PLY, (6) 16d 2 -PLY, (USP: (10) 10d X 1 1/2' - NO 16d OPTION) - - - (2)META-16 1985 1900 - (2) HTA I6 -I8 2800 (10) 10d x 1 1/1' 1 -PLY, CUSP: (10) IOd x 1 127 - - - - (14) 16d 2 -PLY - (USP. NO lbd OPTION) - - iiETA-Ib- - 1810 HTA 16 - 1615 - (9) I0d x 1 1/2' I -PLY; (8) 166 2 -PLY USP: (10) 10d x 1 1/2%NO 16d OPTION - - HETA-20 1510 HTA 20 1615 (°J) 10d x 1 12' I -ALT, (8) 16d 2 -PLY USP: (10)10d x 1 12', NO 16d OPTION >_ Q. - (2J HETA-20 25219 (Z) H1A-Z0 31102035 (10) lad x 1 1/2' 1 -PLY - U5P: (10) 10d x 1 12' - - - (12) 16d 2 -PLY (USP: NO 16d OPTION) Z O LGT-2 2150 LUGT-2 1915 (1) - 1/4' x 2 1/4' TITEN, 2 PLY (U5P: 13LY, (5J 1/4' W5, WOOD (16) 10d V) PETAL -20 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 (18) - 19d x 1 V2, 1 PLY - MGT 3965 MUGT 4000 (1) 5/e' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 1" TO WOOD (USP, (28) IOd TO WOOD) WIT -2 + 10980 HU6T-2 - 8365 (2) 3/4' ATR M HIGH STRENGTH EPDXY-CMIN. 12' EMBED), 06) 10d TO WOOD (USP: WOOD (8) 10d) 143T-3 + 10530 HUGT-3 9365 (2) 3/4' A.T.R. M HIGH STRENGTH EPDXY (MIN 12' EMBED), (16) 10d TO WOOD (USP, WOOD (8) wd) LGT3-SDS2.5 3265 LUGT-3 5330 (12) SDS I/4W I/2' TO GIRDER, (4) 3/8' x 5'.TITEN HO TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W525 LTA2 12W PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA WALL 1555 (10) 19d x 1-12' (USP: (10) 10d x 1 12' - - - YGT 4940 -- NO USP CONVERSION FOR SIMPSON VGT - (U 3/8' ATR N HIGH STRENGTH EPDXY (MIN. t2' EMBED), (16)-808 V4'X3' TO WOOD (2) YGT 1185 No USP CCNVER51ON FOR SIMPSON (2) VGT) (2) 5/S' ATR M HIGH 6TRFNGT4 EPDXY (MIN. 12' EMBED), (32) -SDS 1/4'X3' / 2 PLY - MT5-12 1000 MTU 12 - 1595 (14) 10d x 1 12' - (USP: (14) 10d x 1 12', (14) 10d) - HTS -ib 1150 HTW 16 1660 (16) 10d x 1 12' - (USP: (16) 10d x 1 12', (16) lad) HTS -20 - 1450 - - HTW 20 2045 - (24) 10d x 1 1/2' - (USP: (24) 10d x 1 12', (20) lad) NTS -24 1450 - HTW 24 - 2045 (24) lod x 1 112 (USP: (24) 10d x 1 12', (20) IOd) - - LSTA-12 ++ 925 - LSTA 12 - 9,0 - (10) IOd USP: ll0) 106 LSTA-18 •+ 1235 LSTA 18 1360 (14) 10d USP: (14) 19d META -l8 » 1315 MSTA-IS 1315 (14) 10d USP: (14) 19d v) MSTA-24 » 1640 MGTA-24 1750 - (18) 10d - - USP: (16) 10d - - - - IL META -30 ++ 2050 MSTA-30 2140 (22) loci USP: (22) 10d < 1`15TA-36 » 2050 M5TA-36 2525 (26)10d USP: (26) 10d f- MST -36 - 3800 - KSTI 236 30]0 - - (36) 10d x 112' - USP: (36) 10d x 1 12' - N MSTI-48 - 5065 <Tar 248 4250 (48) 10d x 1 I2' - -USP, (48) 10d x 1 1/2' - - 416 950 - LFTA 6 1595 - (8) ad TO PLATES, (8) ad TO STUDS - (USP: (16) Sd x 1 12', (16) Sd) - - - SP4 885 - SP( 4 948 (b) IDd x 1 1/2' TO STUDS USP, (6) 10d x 1 12' TO STUDS - A34 395 MP 34 410 - (4) Sd x 1 112' TO BEAM, (4) Sd x 1 1/2' TO POST.. USP: (4) 8d x 112' t0 BEAM, (4) ad x 1 VZ' TO POST. HCP2 - 648 HHCP 2 1010 (12) 10d x 1 V2' - USP, (10)10d x 1 12' TO TRUSS, (10) 10d X 1 142' TO PLATE HIVA - 1340 RT I&A 2180 (18) 10d x 1 V2' - - USP: (9) 10d x 1 12' TO TRUSS, (8) Wd X 1 12' TO PLATE - YGT 4 HDU4 44.137 - PWD 4A 4535 _ (16)-SD5 V4'x3' TO WOOD, (10)-505 1/4W 12' W/ THREADED ROD, (2) NUT6/W45HER/2 PLY U5P, 5/e' ATR MIN, 1' EMBED SET M HIGH STRENGTH EPDXY, (10) W5W WOOD SCREWS VGT 4 HD -W 4940 TDX 10 - 5119 (Ib)•5DS V4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WAS1HFR/2PLY USP: 1/S' ATR MIN. T' EMBED SET IN HIGH STRENGTH EPDXY, (4)1/5' THRU-BOLTS ABU 44 2200 6665 - PAU 44 2538 6713 (1) 5/8' ATR M HIGH STRENGTH EPDXY, (MIN. 7 EMBED-) M GONG, (12) I6d TO WOOD USP, SAME AS SIMPSON - - ABU 66 2300 12000 - PAU 66 - 2538 13815 (1) b/S' ATR N HIGH STRENGTH EPDXY, (MIN. 1' EMBED.).N GONG„ (12AOd TO WOOD USP, SAM AS SIMPSON LTTI9 +» - 1340 LTS 19 1205 (I) 3/4' ATR N HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) N CONC, (S)I0d to WOOD USP: SAME AS SIMPSON - Q LTT208 •« 1500 L78 20B 1109 (1) 12' A.TR N HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC, 110710d TO WOOD USP; 3/4' ATR MIN 1' EMBED SET N HIGH STRENGTH EPDXY, (10) IOd, (10) 10d x 11/2, 2-12' - _ (� HTT4 - 4455 HtT45 _ 4465 (1) 5/W ATR N HIGH STRENGTH EPDXY (MIN. 1' EMBED) N CONC- (18) SOHO X 1 12' (USP; (20) 16d X 2-1/27 USP HAS MORE NAIL OPTIONS: (20) Vd, (20) 10d x 1-12', (20) 16d x 2 12' - Q HTT5 - 90901.{T7g5 - r�q� - - - (1) 5/8' ATR N HIGH STRENGTH EPDXY (MIN_,' FM)sED) IN CONC, (26) 16d X 2 V2' (USP: (20) 16d X 2-127 USP HAS MORE NAIL OPTIONS= (28) 104 (26)-10d x 1-1/2%00) 16d x 2 12' - - - 4140011 -SDS 2.5+ 11010 UPHD II 12090 (V 1' ATR IN HIGH STRENGTH EPDXY, (MN Yd' EMBEDJ IN CON-, (24) 805 Y4' x 214 WOOD SCREWS (USP. (24) W89 w*0 SCREWS) HD,B 6645 - TVX 10 5119 - (1) 1/8' AB. N HIGH STRENCaTH EPDXY, (MIP. 1' EMBEDJ N CONC, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS) - - - MBHA 3.56/1125 3415 - - - 5330 - NFM35X12U - - - 3166 1130 - SIMPSON, (1) 3/4' ATR N HIGH STRENGTH EPDXY, (MIP. 6.15' EMBEDMENT) IN C11J1 TOP, (V 3/4' - AT.R IN HIGH STRENGTH EPDXY, (MIN 6.15' EMBEDMENT) N C)-I.U. FACE, 00AVd TO BEAM _ UBP, (1) 12' J -BOLT W/ MINIMUM 6. EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW - WAMSET/RED4£AD DYNA BOLT SLEEVE ANCHOR OR EQ W/ MIN 9' EMBED DEPTH INSTALLED N THE FAG£. (14) 10d AT JOIST W 0 - HUSG4I2 (WOOD) 3635 2660 (FLR) - HUS4121F 3265 (ROOF) - 2530 (FLR) - 3060 3225 (ROCF) - - - - - (10) 16d 70 HEADER (10) Ibd TO WOOD USP: SAME AS 811"IPSLTI Q- HUC410 (CMU) 1810 5085 1-0410 P 1905 9115 (18) 114'x 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) V4' x 3' WS3 5C1;MW5, (19) 10d TO WOOD. = HUC210-2 (CMU) 1810 5085 HD210-21F 1905 3115 (18) 1/4'x 2-3/4' TITETN (8 PER FLANGE) TO CMU, (10) lad TO WOOD- (USP: (18) V4' x 3' WS3 SCREW$, (10) 10d TO WOOD HUC210_3 (CMU) 1510 4000 - HD210-3IF 1905 31,5 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (18) 1/4' x 3' W53 SCREWS, (19) 10d TO WOOD 1_GUM2b-2-SDS 1430 5595 - NO USP CONVERSION FOR SMP' -SON LGlM26-2-505 (4) 3/5'x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CM, (4)1/4'X 2 VY SDS SCREW5 TO WOOD HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY-TIE'- CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE - ANCHORNG SYSTEMS. - - - + WHERE ANCHOR EMBEDMENT 16 GREATER THAN 1' DEEP, THE VERTICAL CELL N CM.U. WALL MUST BE FILLED SOLID w/ GROUT. - - - ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH IOd x 1 V2' NAILS N CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. - » MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 51, MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' Ld I— O A.T.R. . A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC, YARIEb) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDtvoNB THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MOIST BE RE5P'GN5I5LE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. - - - - - - - WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERb. WHEN USING IMAX / HPG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BA515 AND MU5T HAVE WRITTEN APPROVAL FROM THE ARCHITECTIEl'IGINEER OF RECOFC PRIOR TO USE. - - ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTS ICTION CONNECTORS C-2013', 'HIGH WIND -RESISTANT CONSTRUCTION C-HW09, AND ANCHORING 4 FASTENING. SYSTEMS FOR CONCRETE 4 MASONRY CATALOG. C -SAS -2012. - - - - - M(NSTUO REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' t0 gl-04 UNA. 41-111/24 ,— � ll Lp2s AND uP NUMMR OF HEADER STUDS END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. SUPPORTING END OF HEADER 1 2 3 FSR OF FULL LENGTH STUDS 1 Z AT EACH END OF HEADER 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE 3 ARCHITECT S .-) /17 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 1 rwAlki7 1 v 1t^w r-vw1 wr t si I I 191 1& im= iv 4Av t"'Cm i w t Ll 1'11 o -it POST TO BLOCK V 14TT-4 AOIG = = _ = _ _ _ _ _ _ _ _=R POST TO BLOCK Wv 14Tt-4 (SOLID BLOCKM`s MUST WAND TOP OF BLOtSOPL(DOYIDED l 5S5ED=5SVG "T BF bID�D BETtIIEEN SUB BOOR II R�U8 FLOOR t CIU r- �>~, AND TOP OF SLOW 4X4 P05T TO -� BLK W1 WTT-4 L — — -- LINE OF 15T FLOOR BELOUJ -----— — — - -} FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS AREAS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK T-4' MIN. FROM 2ND. FLR. LINE ROOF F PLAN SCALE: 1/4 = 11-0" @IIIIIIIIII �000voovoo, 1 rwAlki7 1 v 1t^w r-vw1 wr t si I I 191 1& im= iv 4Av t"'Cm i w t Ll 1'11 o -it POST TO BLOCK V 14TT-4 AOIG = = _ = _ _ _ _ _ _ _ _=R POST TO BLOCK Wv 14Tt-4 (SOLID BLOCKM`s MUST WAND TOP OF BLOtSOPL(DOYIDED l 5S5ED=5SVG "T BF bID�D BETtIIEEN SUB BOOR II R�U8 FLOOR t CIU r- �>~, AND TOP OF SLOW 4X4 P05T TO -� BLK W1 WTT-4 L — — -- LINE OF 15T FLOOR BELOUJ -----— — — - -} FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS AREAS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK T-4' MIN. FROM 2ND. FLR. LINE ROOF F PLAN SCALE: 1/4 = 11-0" sxmarv. & LOT: KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 2997.000 040R1 PAGE: SECOND FLOOR ROOF FRAMING PLAN A R C H IT E C TS r npgign FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 FT. 9'-4' MRS. HGT. SECURED TO CMU ? BOLT Wt 2' . WASHERS N WIGHT STRENG=TH O.0 11' EMBED) 0 SUHDIY. & . LOT: KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 2997.000/040R1 PAGE: ENTRY SECTION DETAIL ARCHITECT- STATE OF FLORIDA d� y JAMES AR 0791 DA /21 /18 s ALE: 1/4$$=1'-0" SHEET (9 OF 9 �IIIIIIIIII .000vovovo, FT. 9'-4' MRS. HGT. SECURED TO CMU ? BOLT Wt 2' . WASHERS N WIGHT STRENG=TH O.0 11' EMBED) 0 SUHDIY. & . LOT: KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 2997.000/040R1 PAGE: ENTRY SECTION DETAIL ARCHITECT- STATE OF FLORIDA d� y JAMES AR 0791 DA /21 /18 s ALE: 1/4$$=1'-0" SHEET (9 OF 9 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: SANTA ROSA MODEL WATWWWWr OUTLET LOAD INFORMATION VA 2560 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT 7,880 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 rim CCM50 SUBTOTAL OF GENERAL LOAD 4$928 FIRST 10 KVA OF GENERAL IOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 40X= 38,928 VA z (.4) 15,670 TOTAL NET GENERAL LOAD 20.570 5—TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 M AND METER 5—KW ELECTRIC HEAT 5000 VA z (85X) 3250 MAXIMUM FAULT QJR:MNIT: 19390 amps LST NET GENERAL LOAD 25,570 NET TOTAL HEAT 10,460 TOTAL LOAD 4020 CALCULATED LOAD FOR SERVICE 36,020 VA / 240 V— 150.09 200 AMP SERVICE W&L SCONICE PRE -WIRE 220V OUTLET — (3) 01 THHNnl-" COPPER CONDUCTORS, WATWWWWr OUTLET !U 0 6 THHNAI." COPPER GROUND 1N 2" CONDUIT. E)_ECTRIC:AL LEGEND SYMBOL. DEFINITION NOTES NEMA 3R 6=4 200 AMP I IOUTDOOR CWF -N SERVICES SINGLE PHASE amv olm.Et W a� �r aAr� 1�16rAKf ROUGH -1114 1� II TYPE: UNDERWROIND --------'�— rim CCM50 VOLT 42 ® AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT LIGHT E4m9w w Gqm mL? wounw (TAT E]! 116 " TO FLOOD CIRCUITS LIGHTojw Nub' 1q I l I M AND METER - "'r°e' 4SANTA MAXIMUM FAULT QJR:MNIT: 19390 amps LST 50VSUATCi4^p pUTLET NamopwwoommV xrsttr ` — _...� ABV. 4+ l�fY- . �iO�4 ® 220V OUTLET — SERVICE BY OTHERS 200 AMP EL_ECTfRICAL fRISEfR NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC, CODE, LOCAL. CODES, AND THE LOCAL POWER Co. INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE 04 TWWNV 14M COPPER CONNECTED TO CONCRETE ENCASED POOTER STEEL AND COLD WATER PIPE. NOT£s IF PVC IS USED THERE IS NO BOND)GROUND TO COLD WATER PIPE. trrw 804 Ouw NM%PM iT*VM PEWAwr trm 22Vx/ 01T1.ET tum c�ct,ar I I WY PED LANAI ExrWOR (3) 01 THHNnl-" COPPER CONDUCTORS, WATWWWWr OUTLET !U 0 6 THHNAI." COPPER GROUND 1N 2" CONDUIT. TRANSFORMER BAW*A 50kVA II - I I fI VOLTAGE: 1620/13200-2401480V � NEMA 3R 6=4 200 AMP I IOUTDOOR CWF -N SERVICES SINGLE PHASE OUTC34 120/240 ROUGH -1114 1� II TYPE: UNDERWROIND --------'�— SD.MONOME CCM50 VOLT 42 AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT LIGHT ----------- DISCONNECT CIRCUITS AT SECONDARY StDEt (120/242 VOLTS) Nub' 1q I l I M AND METER MLO 4SANTA MAXIMUM FAULT QJR:MNIT: 19390 amps LST 4 CAN Aw �iO�4 ® CJ=ILm SAN / LIGHT POWER COMPANY W&L SCONICE PRE -WIRE 220 ML MOWMiIGHr FIRST FLOOR ELECTRICAL TRANSFORMER J-BO)c cEu.I� Dooc tiEQIIQED TO EE NAW OOD� momm A619d1 P01! . PHONE / DATA GABLE / TV (LEATHER UJEATWER PROOF BOX PROOF BOX SERVICE BY OTHERS 200 AMP EL_ECTfRICAL fRISEfR NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC, CODE, LOCAL. CODES, AND THE LOCAL POWER Co. INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE 04 TWWNV 14M COPPER CONNECTED TO CONCRETE ENCASED POOTER STEEL AND COLD WATER PIPE. NOT£s IF PVC IS USED THERE IS NO BOND)GROUND TO COLD WATER PIPE. trrw 804 Ouw NM%PM iT*VM PEWAwr trm 22Vx/ 01T1.ET tum c�ct,ar I I WY PED LANAI ExrWOR ;AR GARAGE 1 WATWWWWr OUTLET AIR COO. II - I I fI p50. � $ 6=4 METER VERFT Loi. i i GFI CLCD L_J CUTLET I IOUTDOOR CWF -N OUTC34 34MY 00MOM ROUGH -1114 1� II CARsorll"fOwXm »�cTOR --------'�— SD.MONOME SUTGH �-WT OPER4TrQl FM*4TLIGbfT LIGHT ----------- Dp 91ER &rw MODEL: Nub' 1q I l I [.� IU&L Kojew 24' LIGHT STRIP 4SANTA JACK LST 4 it Aw �iO�4 ® CJ=ILm SAN / LIGHT 48' LIGHT STRIP W&L SCONICE PRE -WIRE ■ -� • --------` - ML MOWMiIGHr FIRST FLOOR ELECTRICAL GREAT ROOM J-BO)c cEu.I� Dooc tiEQIIQED TO EE NAW OOD� momm A619d1 P01! �® FAN/CEILNG O — RECIESSM CA4 �' — FIRE -WIRE ' 1 Q P VAPOR PR00F IecMW CONI ® G VWFAN ;AR GARAGE 1 AIR COO. p50. � �� sysDiv. ae zoT: METER VERFT Loi. i i GFI CLCD L_J CUTLET DISCONNECT KENSINGTON RESERVE {LOT 40} ® CARsorll"fOwXm »�cTOR --------'�— SD.MONOME srloKEicot� PMCtOR Ccmw �tt KMVDDHWW FM*4TLIGbfT LIGHT ----------- MODEL: Nub' 1q I l I 24' LIGHT STRIP 4SANTA JACK 4 it Aw PROJECT : 2997.000/04OR1 ® CJ=ILm SAN / LIGHT 48' LIGHT STRIP PAGE: ■ -� • --------` - FIRST FLOOR ELECTRICAL © J-BO)c cEu.I� Dooc tiEQIIQED TO EE NAW OOD� momm A619d1 P01! 1 O I I PLAN Q FUORESCJS`lT aw AMW ® SECURITY SYeml KEYPAD owl T01 IPZIJ Aft 24' RJJORESClTIT �000000000� I I EDICATED GFI.42' 1 1 1 1 = _ _ _ 4V GFI 0 42' AFF I I I i COND. ASCENT AFF LLL ----i ® PANE. WP GFI st�ucTURSv wires PANEL GFI o 42" • AFF ;AR GARAGE AIR COO. p50. � �� sysDiv. ae zoT: METER VERFT Loi. i i GFI CLCD L_J CUTLET DISCONNECT KENSINGTON RESERVE {LOT 40} ® CARsorll"fOwXm »�cTOR e+�t�a�acww SD.MONOME srloKEicot� PMCtOR Ccmw �tt KMVDDHWW FM*4TLIGbfT MENCYL ----------- MODEL: Nub' 1q I l I ROSA (VERSION#01) 4SANTA JACK 4 GAS OUTLET PROJECT : 2997.000/04OR1 ® CJ=ILm SAN / LIGHT cmNr.eooc cTo SIMM N ACCOIRD*= W IMMAPMAO&MPM PAGE: ■ -� • --------` - FIRST FLOOR ELECTRICAL © J-BO)c cEu.I� Dooc tiEQIIQED TO EE NAW OOD� momm A619d1 P01! I�OOp LKsFIT PLAN ® SECURITY SYeml KEYPAD �000000000� ;AR GARAGE AIR COO. p50. � �� sysDiv. ae zoT: METER VERFT Loi. i i GFI CLCD L_J CUTLET DISCONNECT KENSINGTON RESERVE {LOT 40} ® CARsorll"fOwXm »�cTOR e+�t�a�acww SD.MONOME srloKEicot� PMCtOR Ccmw �tt KMVDDHWW FM*4TLIGbfT MENCYL ----------- MODEL: Nub' 1q I l I ROSA (VERSION#01) 4SANTA JACK 4 GAS OUTLET PROJECT : 2997.000/04OR1 ® CJ=ILm SAN / LIGHT cmNr.eooc cTo SIMM N ACCOIRD*= W IMMAPMAO&MPM PAGE: ■ -� • --------` - FIRST FLOOR ELECTRICAL © J-BO)c cEu.I� Dooc tiEQIIQED TO EE NAW OOD� momm A619d1 P01! I�OOp LKsFIT PLAN ® SECURITY SYeml KEYPAD o AR 12079 No DA 21 /18 FIRS" FLOOR ELECTRICAL PLAN M4ONE OUTLETS 4 TELEVISION JACKS TO BE , DET�i�f'11NED BY BUILDER / NOl"IEQU�IER sC • 1/4 =1-0 SCALE: 11/4 = I' -m' -ALL RECEPTACLES M HABITABLE ROOMS s ET ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE 9MEMO o>� AIR COO. DISCONNECT TMU(SM JACK MENCYL o AR 12079 No DA 21 /18 FIRS" FLOOR ELECTRICAL PLAN M4ONE OUTLETS 4 TELEVISION JACKS TO BE , DET�i�f'11NED BY BUILDER / NOl"IEQU�IER sC • 1/4 =1-0 SCALE: 11/4 = I' -m' -ALL RECEPTACLES M HABITABLE ROOMS s ET ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE 9MEMO o>� ARCHITECT S 4Desi n Gr u inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA M 0003325 SUBDIV. & LAT: KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 2997.000 040R1 PAGE: SECOND FLOOR ELECTRICAL PLAN 81111111111 .voovvovoo, SUBDIV. & LAT: KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 2997.000 040R1 PAGE: SECOND FLOOR ELECTRICAL PLAN SHLES OR TILE (PER BLDR) REFER TO DETAIL 1/D2 FOR GABLE NOTE: NHIE: ING X -BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED *30 FELT PAPER (OR APPROVED EQUAL) TO PLUMB JAMB. t0 PLUMB JAMB. OVER EL RE -ENGINEERED INSTALLED PER SECTION 8905 OF THE FBGR, DO NOT EXCEED' DO NOT EXCEED' 6TH EDITION (2011) GABLE ROOF TRUSS a' crfu BLOCK a' CMU BLOCK 2x4 BLOCKING BETWEEN TRUSSES J' DRYWALL -' DRYWALL WINDOW/DOOR JAMB OVER ROOF SHEATHING (TYPE AND ATTACHMENT AT FIRST (2) BAYS P.T. or 'x4' MIN.Ell P.T. 1x4 or i'x4' MIN. METHOD PER NNAILM SCHEDULE' (4'-0' O.C. s SHEATHING SEAMS) (SE=E WN,OWDOOR J,� 15LOCKING Ix4 or 1x2 P.T. NAILER (SEE U MDOUIVOOR �AtM5 5.oa�N� 1x4 or 1x2 P.T. NAILER 4 BLOCKING FASTENER FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SC4MULE FOR ATTACHMENT - SCHEDULE METAL DRIP EDG DOOR CASING 2x6 5U5-5AN TIFFBACK AT- ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW VENTED ALUMINUM SOFFIT OVER 4'-10' HIGH DOOR JAMB /WINDOW MEMBER w/ (2)12d NAILS 8' FROM 5. ' IAtTAGHEp TO BLOCKING EACH END and � 18' O.C. MAX (ATTACHED TO BLOCKING P.T. 1x4 or � x4 MIN: TEXTURED CEMENTITIOUS COATING MIN. (AS PER TRUSS ENGINEERING) PER MFR'S SPECIFICATIONS PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ (PER ASTM 0926) OVER PAPERBACK ECURE P.T. 2x8 TO BLOCK w/Yz' x 9' (1) a' TAPCON (MIN. EMBEDMENT 14') EXPANDED METAL LATH, OVER APPROVED ANCHOR BOLT w/ 2' WASHER, SET IN » 8' FROM EACH END and 18' OL. MAX 2 -LAYER WAFER RESISTANT BARRIER, OVER PERPL� SIMPSON or USP HIGH STRENGTH EPoxY WINDOW TO BLOCK (A4 or + /4 } WINDOW TO BLOCK (+3 } or WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER NAILING SCHEDULE') (V MIN. EMBEDMENT a 32' O.C. MAX) DOOR JAMB TO BLOCK(+3" (1) DRIVE PIN, 8' FROM EACH END and DOOR JAMB TO- BLOCK (+ % or +9/4 } 618' O.C. MAX SECURE GABLE TO 2x8 P.T. PLATE 4A SCALE: V=V -0' 4E SCALE; r=t'-m' MIN. SHANK SIZE .145 w/ 12d NAILS -0 S' O.C. MAX 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: or 10'-0' O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: ® � TEXTURED CEMENTITIOUS TO PLUMB JAMB. COATING MIN. (PER ASTM ° a� TO PLUMB JAMB.- SECURE TO BLOCK w/ (1) � TAPCON ATT OR BLOWN -IN INSULATION DO NOT EXCEED 4' (MIN. EMBEDMENT 1 ') 8' FROM EACH C92(o) OVER CM DO NOT EXCEED 4 4 (R -VALUE PER ENERGY CALCS) END and s 18' O.C. MAX 8' GYPSUM BOARD OR HIGH STRENGTH 8' CMU BLOCK 8' CMU BLOCK or CEILING BOARD' DRYWALL' DRYWALL (1) DRIVE PIN, 8' FROM EACH END and GABLE ROOF ONC. FILLED U -BLOCK w/ (1) $5 P.T. 2x 6 18' O.C. MAX BLOCK WALL SECTION (SEE wlNDowDooR JAME3 BLocICING 1x4 or 1x2 P.T. NAILER P.T.1x4�� x�4 �I� 1x4 or lxZ P.T. NAM CONTINUOUS REBAR FASTER SCHEDULE FOR ATTACWDIT « w�OWj' OSB (4' WIDE MIN. SHANK SIZE .145 1 SINGLE STORY SCALE:: 3/4'4-0'DOOR CASING �Astl=NE=B SCHEDULE FOR AttACHMatT ODOR CASING MIN. HEAD SIZE 300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL MIN. EMBEDMENT 1 4' (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS S' FROM DOR JAMB / WINDOW SHINGLES OR TILE (PER BLDR) PER MFR'S SPECIFICATIONS EACH END and g 18' O.G. MAX (ATTACHED toBLOCKING IFI C TION PER MFR'S SPECIFICATIONS) P.T. 2x6: OYER +30 FELT PAPER (OR APPROVED EQUAL) „ NOTE: SECURE TO BLOCK w/ (2) TAPCDNS INSTALLED PER SECTION 8905 OF THE FBCR, WINDOW TO BLOCK (+1 7'2) STRUCTURAL 2x MUST BE ON OUTSIDE t SECURED (MIN. EMBEDMENT 149 8' FROM EACH 6TH EDITION (2011) DOOR JAMB TO BLOCK(+1 2" THROUGH NON-STRUCTURAL MEMBER llx or a' OSB) OND and � IS' D.c. MAX ) w/ ' TAPCON MIN. 11' EMBEDMENT INTO BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4 (2) DRIVE PINS, 8' FROM EACH END and METHOD PER 'NAILING SCHEDULE' SCALE: I'm V-0' 6 18' O.G. MAX -ENGINEERED ROOF TRIGS WINDOW TO BLOCK (+3 3/1 611) MIN. SHANK SIZE .145 EMBEDDED STRAP ATT OR BLOWN -IN INSULATIONMIN. HEAD SIZE 300 (PER PLAN (R -VALUE PER ENEMY CALCS) NOTE: DOOR JAMB TO BLOCK (+3 715?'} MIN. EMBEDMENT 14' SHIM AS NEEDED 4F SCALE: I'■P-0' TO PLUMB JAMB. METAL DRIP. EDG 'GYPSUM BOARD OR J' HIGH DO NOT EXCEED 4' F.T. 2xa: 2x6 SUB -B STRENGTH CEILING BOARD 8' CMU BLOCK (MIN. EMBEDMENT 14 R SECURE TO BLOCK w/ (2) ' TAPGONS 1) S' F OM EACH VENTED CONC. FILLED U -BLOCK w/ DRYWALL NOTE: ALUMINUM SOFFIT (1) 05 CONTINUOUS REBAR P.T. 2x SHIM AS NEEDED END and a 18' OL. MAX .. �. 1x4 or 1xZ P.T. NAILER ER PLAN (SEE= WINDOW/DOOR JAMB BLOCKINGS TO PLUMB JAMB. or CAST LINTEL FASTtTER SCHEDULE FOR ATTACHMErtr �' OSB (4' WIDE MIN.) (2) DRIVE PINS, S' F=ROM EACH END and WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DOOR CASINGS DQ NOT EXCEED 4 g 18' O.C. MAX ATTACHMENT PER MFR. PER PLAN) DOOR JAMB /WINDOW � MIN. SHANK SIZE .145 SPECIFICATION (ATTACHED TO BLOCKh� 8 CMU BLOCK MIN. HEAD. SIZE 300 PER MFR'S SPECIFICATIONS DRYWALL P.T. 1x4 or i'x4' MIN. 1x4 or Ix2 P.T. NAILER MIN. EMBEDMENT 14' NOTE: - (SEE WNDOWDOOR JAMB BLOCI(M P.T. ix (4' WIDE MIN.) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED FASTENER SCHEDULE FOR ATTACHMENT ALL INSULATION THROUGH NON-STRUCTURAL MEMBER (lx or 'OSB) DOOR .CASING P.T. (2) 2x4: (R -VALUE PER ENERGY CALCS) J SECURE 2nd 2x TO STRUCTURAL PRECAST OR POURED IN w/ �' TAPCON MIN. I J' EMBEDMENT INTO BLOCK MEMBER w/ (2)12d NAILS 8' FROM DOR JAMB / WINDOW SECURE t0 BLOCK w/ 11) 4' TAPCON PLACE SILL (PER BLDR) J' GYPSUM WALL BOARD EACH END and a 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 14') 8' FROM EACH ' G NTITIOUS 1) � REBAR VERTICALLY IN 15 " PER MFR'S SPECIFICATIONS) END and s 18' O.G. MAX TEXTURED EME WINDOW TO BLOCK (+1 /6) or COATING MIN. (PER ASTM GONG. POURED CELL „ NOTE: (1) DRIVE PIN, 8' FROM EACH END and 0926) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 1Y16 STRUCTURAL 2x MUST BE ON OUTSIDE # SECURED 18' O.C. MAX a' CMU ail P.T. FURRING STRIPS 6 16' O.C. 4CSCALE: I'=1'-0' THROUGH NON-STRUCTURAL MEMBER lix or ' OSB) MIN. SHANK SIZE .145 W/ 4' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 D BASE MIN. EMBEDMENT 14' NOTE: WINDOW TO BLOCK (+3Y1 6 11) SHIM AS NEEDED p1 3/16 PT. (2) 2x6: :a To PLUMB JAMB. DOOR JAMB TO BLOCK (+3 ) , .4 ° CRETE SLAB DO -NOT EXCEED 4' 4G ._,_ , SECURE TO BLOCK w/ (2) TAPcoNs SCALE: 1 -1 0 (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 14') 8' FROM EACH AND REINFORCEMENT) S' CMU BLOCK END and l8' O.C. MAX a - XTERIOR WALL FOOTING' DRYWALL UPLIFT UP TO 1,115 Ib or (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or 1x2 P.T. NAILER SIMPSON HT520 w/ (10) 10d NAILS TO TRUSS (2) DRIVE PINS, s' FROM EACH END and BLOCK WALL SECTION — HIP ROOF AND REINFORCEME=NT) (SEE= wINDOWDOOR JAMS 5LOCKWa P.T. Ix (4' WIDE MINA 9 IV O.C. MAX 2 scAE E: 3/4'■1'-0' FASTENER SCHEDULE FOR ATTACHMENT 00 CASING l4) 4'X2 4' TAPCONS INTO BOND BEAM TRE ENGINEERED MIN. SHANK SIZE .145 �� STORY DOOR JAMB /WINDOW D R (or EQUIVALENT INSTALLED PER MFRS SPECS RUS MIN. HEAD SIZE 300 (ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT 14' ' SUM OA O 'HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 Ib BEAM BATT INSULATION ADHERED TO CEILING GYP BOARD R (2) SIMPSON WT520 EACH SIDE OF TRUSS w/ BOARD (R -VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD NOTE: (10)10d NAILS TO TRW55 4 (4) 4'X2 4' TAPCONS P.T. (2) 2x8: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM SECURE TO BLOCK w/ (2) 4' TAPCOus THROUGH NON-STRUCTURAL MEMBER Ox or J' OSB) for EQUIVALENT INSTALLED PER MFR'S SPECS (MIN. EMBEDMENT 14') 8' FROM EACH Ela W/ TAPCON MIN.14' EMBEDMENT INTO BLOCK END and a 18' O.C. MAX TAPCONS MIN. or » 2' COVER (2) DRIVE PINS, 8' FROM EACH END and OPENING 22'x 30' MIN. OD c AT SIDE WINDOW TO BLOCK (+2 1/4 ) 2' APART. 6 18' O.C. MAX ATTIC ACCESS AIR SEAL GASFCET BETWEEN DOOR JAMB TO BLOCK (+2 ") TRUSS ANCHOR RETRO—FIT MIN. SHANK SIZE .145 3 SCALE: N.t.s_ D CASING 4 GYP. 5 SCALE: N.T. MIN. HEAD SIZE 300WOO - 4D SCALE: 1,4-0,If BOARD (TVP) _ MIN. EMBEDMENT 1 4 A R C N IT E C T S /Design Group inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & ` LOT: KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSA (VERSION#01) PRO JECT¢#: 2997.000/040R1 PAGE: SECTIONS% DETAILS ARCHITECT STATE OF FLORIDA ^ JAMES Af`fjwELL AR 112079 DAT /:5\f `2l/18 SCALE: 1/4"=1'-0" SHEET _ � + 1 �IIIIIIIIII ,.000000 SUBDIV. & ` LOT: KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSA (VERSION#01) PRO JECT¢#: 2997.000/040R1 PAGE: SECTIONS% DETAILS ARCHITECT STATE OF FLORIDA ^ JAMES Af`fjwELL AR 112079 DAT /:5\f `2l/18 SCALE: 1/4"=1'-0" SHEET _ � + SIZE HEAD NAILING SCHEDULE DIAMETER S SHANK 8d ROUND, MODIFIED OR t 2 %' .131 110,000 RNG ROOF DIAPHRAGM -ASPHALT SHINGLE � ..� 2x LBW (STUD SIZE, SPACING PRE-ENGINEERED PRE-ENGINEERED 3(6' O.S.B. or ,�' CDX PLYWOOD - ed RING SHANK GUN NAILS 4' O.C. a SUPPORTED PANEL LOCATION PER PLAN) ROOF TRUSS 8001= TRUSS EDGES AND 8d RING SHANK GUN NAILS g 6' O.G. e INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS 4' O.C. EDGEWISE. ECURE 2x TO CMU w/ (3),11' x 9' 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. a ANCHOR BOLT w/ 2' WASHER SET DUBLE TOP PLATE TO STUD OUBLE TOP PLATE TO STUD ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL. IN SIMPSON OR USP HIGH STRENGTH EPDXY (6' MIN. w/ SIMPSON SP4 (USP SPT4) w/ BIMP50N SP4 (USP 5PT4) EMBEDMENT) 32' OC. MAX 32' D.G. MAX W CDX EXTERIOR PLYWOOD or 5/2' APA -RATED 0.5.5. (AS PER MANUFACTURER'S a 2x STUDS .6 16' OC. MAX 2x STUDS 6 IV O.C. MAX INSTALLATION SPECIFICATIONS) - 8d RING SHANK GUN NAILS tv 4' O.C. 6 SUPPORTED PANEL Q : NOTE: (1) ANCHOR BOLT UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE EDGES AND Sd RING SHANK GUN NAILS 0 6' O.C. 9 INTERMEDIATE SUPPORTS. SEE DETAIL. o- LOCATED V FROM TOP AND 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS 4 O.C. EDGEWISE. TOP CHORD BLOCKING 4 ; BOTTOM � ll) NEAR MID -CENTER BLOCKING MID -WALL BLOCKING MID 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. O.C. MAX IN FIRST (2) FRAMING -WALL SPACES a EACH EXTERIOR WALL SHEATHING EN PRE-ENGINEERED TRUSS Jf6 O.S.B. or V PLYWOOD or V ZIP BOARD SYSTEM - 8d RING SHANK GUN NAILS is 4' O.C. or RARE ' GYPSUM WALL BOARD 'GYPSUM WALL BOARD PANEL EDGES AND Sd RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND 8d RING ROOF SHEATHIN 1) REAR VERTICALLY IN SHANK GUN NAILS ,9 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. LFACONC. POURED CELL ECURE BOTTOM PLATE TO SLAB w/ (LOCATION PER PLAN) V x V ANCHOR BOLT w/ 2' WASHER NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM n SET IN SIMPSON HIGH STRENGTH ANY MANUFACTURER EPDXY (OR EQUIVALENT) a ECURE BOTTOM PLATE TO MAX NAIL REQUIREMENTSONCRETE SLAB SLAB w/ (1)10d CUT NAIL 6 STUD TO BOTTOM PLATE w/ (SEE FOUNDATION PLAN FOR 517E 32' OC MAX AIMPSON APA (USP SPT4) om 3)' SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK 8d ROUND, MODIFIED OR t 2 %' .131 110,000 RNG (16-20 RINGS PER INCH) Q� AND REINFORCEMENT) w' M M O.C. MAX a`Q a ° a ' BUILOIi LENGTHo NCRETE SLAB . CRETE SLAB -° INTERIOR BEARING -WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE ROOF SHEATHING LAYOUT AND ENDWALL a (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) BRACING FOR GABLE END FRAMING 4 AND REINFORCEMENT) . • ° . 1111 - a NTERIOR BPAf21NG WALL FOOTING NTERIOR BEARING WALL FOOTING Sd RIN�s SHANK GUN NAIL5 iv 4' O.C. XTERIOR WALL FOOLING . (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE TOP 4 BOTTOM E»GE5 (SEE FOUNDATION PLAN FOR SIZE • AND REINFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) . _ . INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT 2 SCALE: 3/4'=1'-m' 4A 4B SCALE: 3/4'=1'-m' SCALE: 3/4'=1'-0' Q _ Sd RING SHANK GUN NAILS 6' OC. IN FIELD Z . PRE-ENGINEERED PRE-ENGINEERED ROOF TRUSS ROOF TRUSS 4'-01 MINIMUM OVERLAP FOR TOP PLATE SPLICE SECURE TOP PLATES w/ 16d COMMON NAILS g 4' O.C. 2-ROW5, 6TA66ERED TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING DU At n VO' (O.S.B. TO BE STRUCTURAL GRADE) BLE TOP PLATE t0 STUD TOP PLATE w/ SIMPSON SP4 (USP SPT4) o z o 2x WOOD or METAL STUDS 32' O.C. MAX _ g 24' O.C. MAX 2x CONTINUOUS STRESS Sd RING SHANK GUN NAILS 12' (NOT LOAD BEARING) _ Lu BLOCKING MID WALL Z O.C. IIS FIELD 2x STUDS 9 16' O.C. MAX Lu • or UNLESS NOTED OTHERWISE \9 :va 4 � 8d x 3' SCREW SHANK BALLISTIC NOTE: ST FLOOR STUDS t0 2ND FLOOR STUDS �' ° ELECTRO GALVANIZED STRIP SECURED w/ SIMP50N OR USP MSTA36 � n DO NOT SPLICE TOP PLACES WITHIN 6'-0' . NAILS 9 12' O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL 14' TSG SUBFLOOR (ATTACHMENT 1;THOD T4G SUBFLOOR (ATTACHMENT SHEAR WALLS. METHOD PER NAILING SCHEpULE) PER NAILING SCHEDULE) UNTHREADED SHANK TO EXTEND LBEYOND THICKNESS 01= THIS DETAIL APPLIES AT ALL EXTERIOR -ENGINEERED FLOOR TRUSS " SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. RE -ENGINEERED FLOOR TRUSS OUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T$G SUB -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS a 16' O.C. MAX (O.S.B. TO BE STRUCTURAL GRADE) 3aCALE: 314'=1'-0' OUBLE TOP PLATE UNLESS NOTED OTHERWISE ' GYPSUM WALL BOARD ' GYPSUM WALL BOARD 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS NOTE: RE -ENGINEERED GABLE TRUSS BLOCKING s MID -WALL BLOCKING a MID -WALL • DIAGONAL BRACE 6 CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN ECURE BOTTOM PLATE TO SLAB w/ HIGHEST RIDGE. - TRUSSES AT FIRST (2) BAYS 2x STUDS 16' O.G. MAX V x S' ANCHOR BOLT w/ 2' WASHER f DIAGONAL BRACE TO BE 0 ANY SPAN 15'-0' OR (4'-0' O.C. 9 SHEATHING SEAMS) SET IN SIMPSON HIGH STRENGTH UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6' GREATER (REFER. TO TRUSS ENGINEERING FOR 2) 2x4 SYP "2 DIAGONAL BRACE w/ (3) ECURE BOTTOM PLATE TO EMBEDMENT MIN. g 32' O.C. MAX ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT) 12d NAILS EACH TRUSS (DIAGONAL SLAB w/ (1)10d CUT NAIL TUC) TO BOTTOM PLATE w/ - t 0'-0'-- 30'-0' USE (1),x -BRACE X -BRACING TO COVER 5 -TRUSSES 32' O.C. MAX 30'-SIMPSON SP4 (USP SPT4) 32' V - 60'-0' USE (3) X -BRACE .—„" O.C. MAX (1) X -BRACE 6 CENTER 4 (2) BRACES °.. 4 . 4. °. . DIVIDED EQUALLY FROM 1 CENTER t0 END NCRETE SLAB CRETE SLAB a.� (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 -INTERIOR BEARING WALL FOOTING (AS PER TRUSS ENGINEERING) (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE PLASTIC OR METAL AND REINFORCEMENT) AND REINFORCEMENT) WEEP SCREE TWO STORY LL B W w/ NO UPLIFT TWO STORY L B W % UPLIFT CA R C H I T E C T S FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSH (VERSION#01) PROJECT#: 2997.000/04081 PAGE: SECTIONS/ DETAILS ARCHITECT STATE OF FLORIDA JAMES AMINEL AR O 079 SHOWN w/ CMU (FRAME CONDITION 7B 5A W SAME X -BRACING REQUIREMENTS) SCALE: 3/4'=1'-0' �B SCALE: 3/4'=1'-0' DA /21 /18 WONT. 2x4 RAT -RUN ATTACHED TO EACH GABLE X -BRA_ CING TRUSS w/ (2)12d NAILS SC E: 1/4„_1,_O„ INSTALLED 0 MID -POINT OF TRUSS SPAN s EET 1 SCALE: 314'=1'-0' or 10'-0' O.C. MAX _ �em0000000r, SUBDIV. & LOT: KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSH (VERSION#01) PROJECT#: 2997.000/04081 PAGE: SECTIONS/ DETAILS ARCHITECT STATE OF FLORIDA JAMES AMINEL AR O 079 SHOWN w/ CMU (FRAME CONDITION 7B 5A W SAME X -BRACING REQUIREMENTS) SCALE: 3/4'=1'-0' �B SCALE: 3/4'=1'-0' DA /21 /18 WONT. 2x4 RAT -RUN ATTACHED TO EACH GABLE X -BRA_ CING TRUSS w/ (2)12d NAILS SC E: 1/4„_1,_O„ INSTALLED 0 MID -POINT OF TRUSS SPAN s EET 1 SCALE: 314'=1'-0' or 10'-0' O.C. MAX _ ARCH ITEC TS 0? Desi n GrO u Ino. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 2x RIDGE ONE SIZE LARGER THAN RE -ENGINEERED TRUSS ` RAFTER SIZE w/ MIN. (3)12d NAILS or MIN. (4)10d GUN NAIL ' GYPSUM WALL BOARD 1x6 COLLAR TIE g EVERT' OTHER m i+i'i'i'i RAFTER w/ MIN. (3)12d NAILS or 'GYPSUM BOARD OR • IMPSON YTCR or USP VTT �i� MIN. (4)10d GUN NAIL o' NIGH STRENGTH CEILING SPACING (1) 9 EACH END 2x RAM,-.• • • • • • BOARD AND 6'-0' O.C. MAX 16 NAILER SECURED TO TRUSSES _ (NGLE 2x TOP PLATE { BELOW w/ (2)12d NAILS or (3)10d ARCH ITEC TS 0? Desi n GrO u Ino. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 ` GUN NAILS is EACH TRUS ' GYPSUM WALL BOARD 0 2x WOODS STUDS g 24' O.C. Nk ( RAFTER TO TRU55 w/ 51MPSDN (SIZE PER PLAN) ° o MT512 or USP MTW12 ALTERNATE CONNECTION �omv00000vr, - (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES - PENETRATION w/ SIMPSON or USP MSTA24 o SECURE BLOCKING TO TRUSS BOTTOM CHIORD w/ CONVENTIONALLY FRAMED ROOF (3)12d NAILS 6 EACH END. 4 SCALE: 3i4'=r-0' -E13INEERED ROOF TRUSSES ECURE BOTTOM PLATE TO ROOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES SLAB w/ 10d MASONRY TYPICAL VALLEY TRUSS CONNECTION NAILS g 32' O.C. MAX 1 SCALE: 3�4'=r-®' 2x4 SECURED To GABLE END w/ (2)12d -m EACH UPRIGHT ONCRETE SLAB 2x4 SECURED TO GABLE END w/ (SEE FOUNDATION PLAN FOR (2)12d SPACED 6' - 8' D.C. MAX SIZE AND REINFORCEMENT) AtER RESISTANT BACKERBOARD a Q 4 (DENSHIELD) 2x4 RAFTER a 24' O.C. /2' DENSHIELD (SEAT DECK MUST P.T. 2x STUD BE SLOPED 1/2' MIK To PAN) 8►MPSON L30 or USP A3 INTERIOR NON—BEARING WALL or S' CMU BLOCK WALL MAPELASTIC AQUA DEFENSE WATER PROOF a BLOCKING (EACH END) 7A uboD 5w5 SCALE: 3/4'=r-0' MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT At LEAST 4 INCHES) RE -ENGINEERED TRUSS AULK BEAD BETWEEN DENSHIELD 2x4 BLOCKING a EACH RAFTER P.T. 2x4 STUDS AND P15ERGLA55 PAN APPLIED a 16' O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) VARIE5 PER PLAN INSTALLATIONSIMPSON H2.SA or USP RTA GYPSUM BOARD OR R PAN EACH RAFTER TAIL CONNECT( 1i HIGH STRENGTH CEILING � (FIBERGLASS OR CERAMIC) SIMPSON L30 or USP A3 BOARD 6 TOP OF EACH RAFTER CONNECT( 3 a' TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ SHOWER SEATFRAMED - DRYWALL SCREWS (EACH TRUSS 2 OVERHANG or 24' O.C. MAX) VALE: 3i4'=1'-0' S SCALE: 3/4'=1'-0' ' CxYPSUM WALL BOARD 3 s' METAL STUDS (25 GAUGE) a 24' OL w/ FULL LENGTH LAYER OF A RECAST LINTEL 1/2' TYPE GYPSUM WALLBOARD, ECURE 2x TO CMU w/ (2) %' x 3' TAPCONS ATTACHED TO EACH SIDE a 12' O.C. WITHIN 8' OF EACH END AND X18' O.C. MAX 3 8' 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 51ZE .145 NAIL w/ WASHER g 32' O.C. MAX. 4 MIN. EMBEDMENT OF I Y') WITHIN 8' OF EACH END AND 618' O.C. MAX ° ° o CRETE SLAB _ ° (SEE FOUNDATION PLAN FOR WALL SHEATHING o SIZE AND REINFORCEMENT) (TYPE AND ATTACHMENT METHOD o PER 'NAILING SCHEDULE') ECURE 2x6 MIN. TO BLOCK w/ e .T. 2x8 SCUD BLOC (2) X' x 9' ANCHOR BOLTS w/ 2' NOTE: o B WASHER SET IN SIMPSON or USP STUD GAUGE 15 HEIGHT SPECIFIC. CONSULT HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD HEIGHT LIMITS. z ROI.tCsH OPENING (UP TO S' -m') (MIN. V EMBEDMENT) INTERIOR NON—BEARING WALL o _ o o ry f B METAL 5=5 VALE: 3/4'=1'-0' CURE 2x6 MIN. TO BLOCK w/ (3)X' x V ANCHOR BOLTS w/ 2' ' TEXTURED CEMENTITIOUS 1) REBAR VERTICALLY IN CONC. POURED RECAST 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' CS26) OVER EMBEDMENT ' CMU BLOCK ®... , 0 0 STRIP MOLDING AROUND DOOR . C coo i -,•:: ;. ; �' ' ,. (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED t0 FILLED CELL w/ (3)V x 9' ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH (BY OTHERS - INSTALLED TO 2x(o P.T. BUCKSSTRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS) I' Mfrs. SLIDE VERHEAD GARAGE DOOR (BY OTHERS) ARCH WINDOW FRAME 3 SECTION GARAGE DOOR BUCK ATTACHMENT SECTION ROOM ALVANIZED STEEL VERTICAL TRACK SCALE: 3/4'•1'-0' A 6 , ,- , SCALE: 3x4.1.0 $(BY SCALE: rLT�S. OTHERS -INSTALLED PER MANUFACTURER'S SPECIFICATIONS) ARCH ITEC TS 0? Desi n GrO u Ino. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 2997.000/04OR1 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA . JAMES FELL AR 12079 DAT 5/21/18 SHEET D3_ �omv00000vr, SUBDIV. & LOT: KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 2997.000/04OR1 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA . JAMES FELL AR 12079 DAT 5/21/18 SHEET D3_ BATT OR BLOWN -IN INSULATION INGLES OR TILE (PER BLDR) SHINGLES OR TILE (PER BLDR) REFER t0 DETAIL 1/D2 FOR GABLE (R -VALUE PER ENERGY CALLS OVER "30 F=ELT PAPER (OR APPROVED OVER *30 FELT PAPER (OR APPROVED X -BRACING REQUIREMENTS PRE-ENGINEERED ROOF TR115 EQUAL) INSTALLED PER SECTION 8905 OF EQUAL) INSTALLED PER SECTION 8905 OF -ENGINEERED THE FBCR, 6TH EDITION (2011) THE FBCR, 6tH EDITION (2011) GABLE ROOF TRUSS TWIST SCRAP (PER PLAN DOUBLE TOP PLAT OVER ROOF SHEATHING (TYPE AND OVER 8001= SHEACHfNG (TYPE AND 2x4 BLOCKING BETWEEN TRUSSES ATTACHMENT METHOD PER 'NAILING AT FIRST l2) BAYS ATTACHMENT METHOD PER 'NAILING METAL DRIP EDG SCHEDULE') SCHEDULE' (4'-0' O.C. 6 SHEATHING SEAMS) 2x6 SUB -BAN 8' GYPSUM BOARD OR 1' HIGH METAL DRIP EDG - STRENGTH GE IL TNG BOARD � _ VENTED IM SON ( g vl- 2x6 SUB -B T(FFBACK At ALL UPRIGHTS _ IL ALUMINUM SOFFIT P SP2 USP SPTZ41 EVERY VENTED ALUMINUM SOiIT OVER 4'-10' HIGH= 2 x 2' WOOD SCREWS EXTERIOR BEARING STUD. (AS PER TRUSS ENGINEERING) = A SAC 71 FOR CONDITIONS WHERE TRUSS AND PER PLAN LL SPACER t. 2x4 RAT -RUN ATTACHED t0 v PER PLAN STUD LINE-UP, USE A SIMPSON H10A DOUBLE TOP PLA EACH TRUSS w/ 12112d NAILS 2x4 STUDS 16' O.C. (USP RTI6AJ INSTALLED gMID-POINT OF TRUSS - WINDOW HEADER ALL INSULATION TEXTURED CEMENTITIOUS COATING MIN. SPAN or 10'-0' OC. MAX = (SIZE PER PLAN lR-VALUE PER LTIERGY TALCS) $ 2x8 BLOCKING (PER ASTM C926) OVER PAPERBACK 50ATt OR BLOWN -IN INSULATION SECURED w/ (3)12d ' TEXTURED CEMENTITIOUS COATING MIN. WINDOW (PER PLAN), ATTACHMENT EXPANDED METAL LATH, OVER APPROVED (R -VALUE PER ENERGY CALCS) - - (PER ASTM C926) OVER PAPERBACK PER MF=R SPECIF=ICATIONS � - NAILS � EACH EN 2 -LAYER WATER RESISTANT BARRIER, OVER EXPANDED METAL LATH, OVER APPROVED WALL SHEATHING (TYPE AND ATTACHMENTSECURE 1x4 TO DBL TOP PLATE w/ %8' x 6' m = 2 -LAYER WATER RESISTANT BARRIER, OVER WALL SHEATHING (TYPE AND ATTACHMENT INpOW SILL METHOD PER 'NAILING SCHEDULE' THRU-BOLTS 6 32' OC. MAX, then SECURE GABLE TO 2x4 w/ 12d NAILS -0 8' O.C. MAX I� METHOD PER 'NAILING SCHEDULE') XTERIOR BEARING STUDS WALL INSULATION or (R -VALUE PER ENERGY TALCS SECURE GABLE TO DBL TOP PLATE w/ SIMPSON - DRYWALL CONTINUOUS 2x4 w/ (4)16d NAILS a TOP [SIZE AND SPACING PER NOTE x"21, _ OF FLOOR TRUSS (TOP 2x4 SUPPORTS UNDER CATEGORY TIMBER ON WINDOW HEADER HGAI0 6 24' O.C. MAX ' (SIZE PER PLAN (or EQUIVALENT INSTALLED PER MFRS SPECS) BOTTOM PLATE of 2nd FLOOR WALL GENERAL NOTES SHEET GN)] or WALL MOUNT RAIL BLOCKING SHEATHING MUST NOT BREAK WITHIN i4' T4G SUBFLOOR (ATTACHMENT 14SECURE GABLE TO DBL TOP PLATE w/ SIMP50N i'-4' MIN FROM 2nd FLOOR LINE METHOD PER 'NAILING SCHEDULE') MSTA24 6 32' O.C. MAX FRAME WALL SECTION GABLE ROOF (or EQUIVALENT INSTALLED PER MFR'S SPECS) RAILING DETAIL CONTINUOUS 2x6 w/ (6) 16d NAILS 3 SCALE: 3/4'0-0' 413 SCALE: N.TS. BOTTOM OF F=LOOR TRUSS (BOTTOM 2x6 RE -ENGINEERED FLOOR TRUSS IS A NAILER FOR WALL SHEATHING) IF 7B ..NOTE: INGLES OR TELE (PER BLDR) ' GYPSUM BOARD OR HIGH BATT OR BLOWN- IN INSULATION (R -VALUE PER ENERGY CALLS STRENGTH CEILING BOARD HANDRAILS WITH A CIRCULAR CROSS OYER301=ELT PAPER (OR APPROVED PRE-ENGINEERED ROOF TRUSS PLASTIC OR METAL WEEP SCREEMBEDDED STRAP HANDRAIL SECTION SHALL HAVE AN OUTSIDE EQUAL) INSTALLED PER SECTION 8905 OF CONC. FILLED U -BLOCK w/ (PER PLAN) DIAMETER OF AT LEAST 14 INCHES (32 MM) TIE 10! / THE FBCR, 6TH EDITION (2011) l U CONTINUOUS REBA •� ` : RECAST LINTEL AND NOT GREATER THAN 2 INCHES (51 MM). DOUBLE TOP PLA WINDOW (PERAN), . (SIZE AND REINFORCEMENT IF THE HANDRAIL IS NOT CIRCULAR, IT OVER ROOF SHEATHING (TYPE AND PL SHALL HAVE A PERIMETER DIMENSION OF METAL DRIP EDG ATTACHMENT METHOD PER NAILING ATTACHMENT PER MFR. PER PLAN) At LEAST 4 INCHES (101 MM) AND NOT 2x6 SUB -BA SCHEDULE') SPECIFICATIONS MAX GREATER THAN 6 J INCHES (160 MM) WITH VENTED A MAXIMUM CROSS SECTION OF DIMENSION ALUMINUM SOFFIT 10' OF 2 INCHES l51 MMS EDGES SHALL I-IAYE' TEXTURED CEMENTITIOUS COATING MIN. $' GYPSUM BOARD OR HIGH MIN. ALL INSULATION A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). (PER ASTM C92(o) OVER PAPERBACK STRENGTH CEILING BOARD (R -VALUE PER ENERGY CALCSJ EXPANDED METAL LATH, OVER APPROVED IMPSON SP2 (USP 5PT24) EACH 2X8 STUD PRECAST OR POURED IN 2 -LAYER WATER RESISTANT BARRIER, OVER PLACE SILL (PER BLDR J' GYPSUM GYPSUM WALL BOARD m WALL SHEATHING (TYPE AND ATTACHMENT 000' UPLIFT CONNECTOR J' TEXTURED CEMENTITIOUSI) 05 REBAR VERTICALLY IN METHOD PER 'NAILING SCHEDULE' COATING MIN. (PER ASTM CONC. POURED CELL FULL WALL C92(b) OVER (LOCATION PER PLAN)THE CLEAR SPACE 2x8 SYP 02 WOOD STUDS a 12' O.C. MFie oAX ' P.T. FURRING STRIPS G 16O.C. BETWEEN THE V DIAMETER ANCHOR BOLT g 8' HANDRAIL AND THE 12' O.C. MAX w/ 71' EMBEDMENT WALL SHALL BE i%' w/ 2' DIAMETER WASHER 'GYPSUM WALL BOARD OD BASE 2x8 SYP 02 WOOD STUDS � 12' O.C. MAX 42' KNEEWALL IMPSON SPI (USP 5PT22) ° 6 EACH 2x8 STUD dd a 7B 1) COURSE TIE-BE,4h'I POURED SOLID w/ d °ONCREtE SLAB ' CONCRETE w/ (1) 05 REBAR HORIZONTALLY (SEE FOUNDATION PLAN FOR SIZE CONTINUOUS HANDRAIL a CAST LINTEL a Z REINFORCEMENT) 34MIN. TO 38' MAX ASF. WINDOW (PER PLAN), (SIZE AND REINFORCEMENTERIOR WALL FOOTING o ATTACHMENT PER Mme. PER PLAN) (SEE FOUNDATION PLAN FOR SIZE SPECIFICATIONS FRAME ON AND REINFORCEMENT) o BLOCK WALL SECTION HIP ROOF 1 Two STORY SCALE: 3/4'al'-m'4A STAIR HANDRAIL TW STORY SCALE: 3/4'.t' -m' z Lu PRECAST OR POURED IN lu o PLACE SILL (PER BLDR 16d g NAILS 8 O.C.OMAX 7 wL LL INSULATION' TEXTURED GEMENTftfOUS A S TEXTURED CEMENTITIOUS COATING MIN. (PER o � COATING MIN. (PER ASTM (R -VALUE PER ENERGY CALLS) 2x4 BLOCKING 6 EACH BRACE. TOENAIL ASTM C92(o) OVER PAPERBACK EXPANDED METAL ONtfNUOUs 2x4 w/ (4)16d NAILS TOP o n C926) OVER CM INTO TRUSS w/ (4)16d NAILS 6 EACH EN LATH, OVER APPROVED 2 -LAYER WATER RESISTANT' GYPSUM WALL BOARD BARRIER, OVER WALL SHEATHING (TYPE AND OF F=LOOR TRUSS (TOP 2x4 SUPPORTS o 3/4' tCx SUBFLOOR (ATTACHMENT BOTTOM PLATE OF 2nd FLOOR WALL) __j' P.T. FURRING STRIPS 6 16' O.C. ATTACHMENT METHOD PER 'NAILING SCHEDULE' d o METHOD PER 'NAILING SCHEDULE' �4' t4G SUBFLOOR (ATTACHMENT 4 1) "5 CONTINUOUS REBAR 16' O.C. MAX, IN XTERIOR BEARING STUDS 1 1 -) ARCHITECT S pi Ild /Design GrouInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 4O) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 2997.000/04OR1 PAGE: SECTIONS/ DETAILS METHOD PER NAILING SCHEDULE) o L CONCRETE POURED CELL 8d RING SHANK NAILS a 4' O.C. o a [SIZE AND SPACING PER NOTE z Z ° IYERiFY PER PLAN) STATE OFF FLORIDA 7 CT - MAX INTO BLOCKING—� . x'21, UNDER CATEGORY TIMBER � �' D BASE �� ON GENERAL NOTES SHEET GN)] a .: PRE-ENGINEERED FLOOR TRUSS--RLu -ENGINEERED FLOOR TRUSS 4 Z ° '::.: 2'-0' w %D (MIN. IN 5LA15) ONtfNUOUS 2x6 w/ (6)16d NAILS m MBEDDED STRAP ° REBAR 48' LONG w/ 6' HOOK 7B (or EQUIVALENT) 7B BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 g 24' O.C. (MIN. 24' (N SLAB) 2x4 BRACE g 48' OC. w/ (5)12d NAILS W (PER PLANT 1S A NAILER FOR WALL SHEATHING) °`�,� EACH EN a ��,� ? " GYPSUM BOARD OR 1' HIGH •'= STRENGTH CEILING BOA �' TEXTURED CEMENT(TfDUS CONCRETE REINFORCED w/ FOERMESH AT - ° d A RATE 01= 151bs PER CUBIC YARD ON 6 -MIL JAN�S A'v'iYiIELL - .. COATING MIN. (PER ASTM " _ o' POLY ETHYLENE VAPOR BARRIER ER ON WELL - AR 12079 CONT. FILLED U -BLOCK w/ C926) OVER CMU e GYPSUM BOARD OR HIGH " .d -.d '°. d COMPACTED CLEAN TERMITE CREATED FELL (1) 05 CONTINUOUS REB AR STRENGTH CEILING BOARD NOTE: Z� 06" 0 3) 05 REBAR ON CHAIRS DAT /21 /18 ONC. FILLED U -BLOCK w/ STRUCTURAL SHEATHING MUST NOT - o " BREAK WITHIN I'-4' MIN. FROM 2nd (1) S CONTINUOUS REBAR `" 0 2 -0 SC E: 1/4"=1'-0" FLOOR TRUSS CONNECTION FLOOR LINE PERPENDICULAR s IfEET OPEN TO ABOVE WALL SECTION 2 SC�:3/4'44' PARALLEL TO BLOCK TO BLOCK 2 TLIO STORY SC&E: 3/4'4-0' �e000m0000r, SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 4O) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 2997.000/04OR1 PAGE: SECTIONS/ DETAILS METHOD PER NAILING SCHEDULE) o L CONCRETE POURED CELL 8d RING SHANK NAILS a 4' O.C. o a [SIZE AND SPACING PER NOTE z Z ° IYERiFY PER PLAN) STATE OFF FLORIDA 7 CT - MAX INTO BLOCKING—� . x'21, UNDER CATEGORY TIMBER � �' D BASE �� ON GENERAL NOTES SHEET GN)] a .: PRE-ENGINEERED FLOOR TRUSS--RLu -ENGINEERED FLOOR TRUSS 4 Z ° '::.: 2'-0' w %D (MIN. IN 5LA15) ONtfNUOUS 2x6 w/ (6)16d NAILS m MBEDDED STRAP ° REBAR 48' LONG w/ 6' HOOK 7B (or EQUIVALENT) 7B BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 g 24' O.C. (MIN. 24' (N SLAB) 2x4 BRACE g 48' OC. w/ (5)12d NAILS W (PER PLANT 1S A NAILER FOR WALL SHEATHING) °`�,� EACH EN a ��,� ? " GYPSUM BOARD OR 1' HIGH •'= STRENGTH CEILING BOA �' TEXTURED CEMENT(TfDUS CONCRETE REINFORCED w/ FOERMESH AT - ° d A RATE 01= 151bs PER CUBIC YARD ON 6 -MIL JAN�S A'v'iYiIELL - .. COATING MIN. (PER ASTM " _ o' POLY ETHYLENE VAPOR BARRIER ER ON WELL - AR 12079 CONT. FILLED U -BLOCK w/ C926) OVER CMU e GYPSUM BOARD OR HIGH " .d -.d '°. d COMPACTED CLEAN TERMITE CREATED FELL (1) 05 CONTINUOUS REB AR STRENGTH CEILING BOARD NOTE: Z� 06" 0 3) 05 REBAR ON CHAIRS DAT /21 /18 ONC. FILLED U -BLOCK w/ STRUCTURAL SHEATHING MUST NOT - o " BREAK WITHIN I'-4' MIN. FROM 2nd (1) S CONTINUOUS REBAR `" 0 2 -0 SC E: 1/4"=1'-0" FLOOR TRUSS CONNECTION FLOOR LINE PERPENDICULAR s IfEET OPEN TO ABOVE WALL SECTION 2 SC�:3/4'44' PARALLEL TO BLOCK TO BLOCK 2 TLIO STORY SC&E: 3/4'4-0' ■ 1 EXTERIOR STUD WALL — OUTSIDE CORNER N.TA -EWs NEERED FLOOR TRUSS 1/I6' O.SB. SHEATHING OR MSTCM40 1/1' CDX PLYWOOD 2X EXTERIOR WALL STUDS (INSTALLED ON TOP OF o O u. WALL SHEATHING O O CONC. FILLED LINTEL BLOCK W! (1) 45 lAb O.S.B. SHEATHING OR tl •,I. CONTINUOUS REBAR 2x4 EXTERIOR WALL 1/2 CDX PLYWOOD O O ii ----STUDS • • 2X6 BOTTOM PLATE o ii NTT -4 SECURED TO STUD Wl (20)10d o ' - ------ CONNECT TOP OF STRAP .. X INAILS 2x4 BOTTOM PLATE TO SOLID STUD W/ (lb) ibd .. u SINKER NAILS PLAN VIEW — 2x4 WALL • • • • 2X6 EXTERIOR WALL STUDS5/8' ATRIN NIGH STRENGTH EPDXY • •77 SECOND PIK FL R. VA(MIA1. 1' EMBED) - .. ., PRE-ENGINEERED FLOOR • ; lAb' OSB. SHEATHING OR TRUSS MSTCM40 In' CDx PLYWOOD UL 1/16' OSB. SHEATHING OR In CDX (INSTALLED ON TOP 01=MSTCM40 g; PLYWOOD C WALL SHEATHING • TOP 01= fZxb EXTERIOR WALL MASONRY WALL PLAN VIEW 2x6 WALL STUDS CONNECT BOTTOM OF Lj STRAP TO CMU BLOCK WALL ZXb BOTTOM PLATE W/ (IZ)' T,4PCONS _ DBL. STUD REQUIRED W/ 2x4 WALL PLAN VIEW — 2x6 WALLH . 4 - 2X EXTERIOR WALL STUDS NOTE: 1/I6' -OSB. SHEATHING OR 12' CDX MIN" END AND ELEVATION VIEW PLYWOOD , HTT-4 SECURED TO STUD W/ EXTERIOR STUD WALL — INSIDE CORNER EDGE DISTANCE FOR B scams Kts. ! (7o�) tom x 11# Nen s SCALEs KfiS. TITEN SCREWS IS IN 2X EXTERIOR WALL STUDS SECOND FIN. FLR .00 HTT-4 SECURED TO STUD W/ (20)10d X I' NAILS ` SECOND PIN. ILR TOP OF I I MASONRY WALL PRE-ENGINEERED FL II TRUSS (GIRDER DRAWN) CONC. FILLED LINTEL BLOCK W/ (1) +5 TOP OF WALL50LID BLOCKING REQUIRED CONTINUOUS REBAR UNDERNEATH STUD 1n6' O.S.B. SHEATHING OR ARCHITECT S OF Desn Groupnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX -407-774-4078 www.ab des igngro up.co m AA 4,0003325 stmDIV. 8c LOT: KENSINGTON RESERVE (LOT 40) MODEL.- SANTA ODEL:SANTA ROSA (VERSION#01) PROJECT#: 2997.000/04081 PAGE: _SECTIONS f DETAILS i DATE /21/18. I SC X1/4"=1'-0" S ET i D5_ I MSTCM40 Inb' O.S.B. SHEATHING OR 2X EXTERIOR WALL STUDS (INSTALLED ON TOP OF 1/2' CDX PLYWOODi 0 T t G SUEFLOOR GLUED AND WALL SHEATHING �/Ib' OS.B. SHEATHING OR NAILED AS PER NAILING SCHEDULE .., .: _ -_= z 2x4 EXTERIOR WALL 1/2' CDX PLYWOOD D` STUDS 1= S f/ PRE-ENGINEERED L oo R TRUSS o• CONNECT TOP OF STRAP . . 2x4 BOTTOM PLATE TO SOLID STUD W/ (ib) lbd . . PLAN VIEW — 2x4 WALL SINKER NAILS . . SECOND PIN. FLR DBL.STUD 'CONC. Cc.iLLEp LINTEL BLOCK wi (u +5 PRE-ENGINEERED FLOOR REBAR MSTCM40 TRUSS (INSTALLED ON TOP OF 1/16' O.S.B. SHEATHING oR .. 2x4 BOTTOM PLATT= NTT -4 SECURED TO STUD W/ (20) 10d WALL SHEATHING 12 CDX PLYWOODMSTCM40 al X 1NAILS 2Xb EXTERIOR WALL r: TOP O i ,4 STUDS MASONRY WALL 2x4 EXTERIOR WALL STUDS 5/8' A.T.R. IN HIGH STRENGTH EPDXY • >. (MIN. 1' EMBED) 2X6 BOTTOM PLATE .. n CONNECT BOTTOM OF - .. PLAN VIEW - 2x6 WALL STRAP TO CMU BLOCK WALL � 1/16' Oh.B. SHEATHING OR 1/2' COX W/ (I2) 4' TomPLYWOO, ■ 1 EXTERIOR STUD WALL — OUTSIDE CORNER N.TA -EWs NEERED FLOOR TRUSS 1/I6' O.SB. SHEATHING OR MSTCM40 1/1' CDX PLYWOOD 2X EXTERIOR WALL STUDS (INSTALLED ON TOP OF o O u. WALL SHEATHING O O CONC. FILLED LINTEL BLOCK W! (1) 45 lAb O.S.B. SHEATHING OR tl •,I. CONTINUOUS REBAR 2x4 EXTERIOR WALL 1/2 CDX PLYWOOD O O ii ----STUDS • • 2X6 BOTTOM PLATE o ii NTT -4 SECURED TO STUD Wl (20)10d o ' - ------ CONNECT TOP OF STRAP .. X INAILS 2x4 BOTTOM PLATE TO SOLID STUD W/ (lb) ibd .. u SINKER NAILS PLAN VIEW — 2x4 WALL • • • • 2X6 EXTERIOR WALL STUDS5/8' ATRIN NIGH STRENGTH EPDXY • •77 SECOND PIK FL R. VA(MIA1. 1' EMBED) - .. ., PRE-ENGINEERED FLOOR • ; lAb' OSB. SHEATHING OR TRUSS MSTCM40 In' CDx PLYWOOD UL 1/16' OSB. SHEATHING OR In CDX (INSTALLED ON TOP 01=MSTCM40 g; PLYWOOD C WALL SHEATHING • TOP 01= fZxb EXTERIOR WALL MASONRY WALL PLAN VIEW 2x6 WALL STUDS CONNECT BOTTOM OF Lj STRAP TO CMU BLOCK WALL ZXb BOTTOM PLATE W/ (IZ)' T,4PCONS _ DBL. STUD REQUIRED W/ 2x4 WALL PLAN VIEW — 2x6 WALLH . 4 - 2X EXTERIOR WALL STUDS NOTE: 1/I6' -OSB. SHEATHING OR 12' CDX MIN" END AND ELEVATION VIEW PLYWOOD , HTT-4 SECURED TO STUD W/ EXTERIOR STUD WALL — INSIDE CORNER EDGE DISTANCE FOR B scams Kts. ! (7o�) tom x 11# Nen s SCALEs KfiS. TITEN SCREWS IS IN 2X EXTERIOR WALL STUDS SECOND FIN. FLR .00 HTT-4 SECURED TO STUD W/ (20)10d X I' NAILS ` SECOND PIN. ILR TOP OF I I MASONRY WALL PRE-ENGINEERED FL II TRUSS (GIRDER DRAWN) CONC. FILLED LINTEL BLOCK W/ (1) +5 TOP OF WALL50LID BLOCKING REQUIRED CONTINUOUS REBAR UNDERNEATH STUD 1n6' O.S.B. SHEATHING OR ARCHITECT S OF Desn Groupnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX -407-774-4078 www.ab des igngro up.co m AA 4,0003325 stmDIV. 8c LOT: KENSINGTON RESERVE (LOT 40) MODEL.- SANTA ODEL:SANTA ROSA (VERSION#01) PROJECT#: 2997.000/04081 PAGE: _SECTIONS f DETAILS i DATE /21/18. I SC X1/4"=1'-0" S ET i D5_ I PERPDVDIAAAR SCALE: 3/4'44' NOTE: STRUCTURAL SHEAiHMCs MAST NOT BREAK WITHIN I'-4' MM. FROM 2nd FLOOR LINE RIOR 6EARINCs STUDS PRE-ENGINEERED ROOF T [SIZE AND SPACING PER NOTE nl, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN1J Q SE CUA EAC44 KING STUD TO TOP PLATE w/ NOTE: SIMPSON SP4 or USP SPI STRUCTURAL SHEATHING MUST NOT IN FRAME WALL DORMER ATTACHMENT PRE-EW31NEERED, TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) SIMPI MT612 or USP MTWI2 TO LEDGER a 24' O:C. BREAK WITHIN 1'-4' MIN. FROM 2nd OUBLE TOP PLATE INDOW SILL w/ CRIPPLE STUDS a 16' O.C. 4 scaLE: 6 11uo STORY fic" 3/4'011-0' FLOOR LINE ' DIAMETER ANCHOR BOLT a 12' O.G. CRIPPLE STUDS ,a 16' 0:C. MAX 0 0 0 �yd=bor USP SPT4 EMBEDMENT w/ 2 DIAMETER -ENGINEERED FLOOR TRUSS KING STUDS EXTERIOR BEARING STUDS DOUBLE 2x6 LEDGERSECURE �. PRE-ENGINEERED ROOF TRIIS (SEE 'MINIMUM WALL AND HEADER STUD 2x DOUBLE TOP PLA [SIZE AND SPACING PER NOTE 121, SECURED TO TRUSS w/ -' x 5' R x S' ANC14OR BOLT w/ 2' WASHERSET REQUIREMENTS' CHART ON FRAMING PLAN PRE-ENGINEERED ROOF TRUSSES SIMPSON SP4 or USP SPI IN SIMPSON HIGH STWNGTI4EMBEDMENTOL. UNDER CATEGORY TIMBER ON FOR DETAILS AND SPECIFICATIONS) STRAP ' . EPDXY (OR EQUIVALENT) & ° ° 2x8 BOTTOM PLATE BEARING CONDITION or . r MAX GENERAL NOTES SHEET GN)] CONVENTIONALLY -FRAMED -ENGINEERED TRUSSES w/ TRUSS w/ SIMPSON or USP LSTA12 RAFTS CONTINUOUS 2x4 w/ (4) Ibd NAILS 0 TOP . a (EACH SIDE OF OPENING) EXTERIOR WINDOW DOOR OPENING IN FRAME WALL (VERIFY w/ M66 PLAN) r CONNECTOR (VERIFY w/ TRUSS PLAN) OF FLOOR TRUSS (TOP 2x4 SUPPORTS ACK STUDS IrlCONNECTOR (SIZE AND REINFORCEMENT BOTTOM PLATE OF 2nd FLOOR WALL DOUBLE TOP PLATE FA= -Q IIREMENTS' CHART ON FRAMING PLAN �I"I'I"II SIMPSON MTS12 or USP MTWI2 HEADER OUBLE TOP PLATE PER PLAN) FOR DETAILS AND SPECIFICATIONS) XTER JOR BEARING STUDS �00000000� TO LE1CsER 0 24' O.C; RE -ENGINEERED FLOOR TRUSS RIPPLE STUDS 16' O.C. MAX HEADER t817P PER PLANT LEDGER CONNECTION AT -FLOOR TRUSS (SIZE PER PLAN) DOUBLE 2x6 LEDGER KING STUDS SECURED TO TRUSS w/ -' x 5' IMPSON or USP MSTA24 2 LAG SCREWS 0 24' O.C. MAX HEADER a. DED STRAP (SEE 'MINIMUM WALL AND HEADER STUD - a ° CONTINUOUS 2x6 w/ (6) 16d NAILS f (PER PLAN) PARALLEL SCALA 3/4' -r -O' BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 CAST LINTEL (SIZE PER PLAN) fS A NAILER FOR WALL SHEATHINGFIRE (SIZE AND REINFORCEMENT � DOOR / WINDOW PER PLAN) FOR DETAILS AND SPECIFICATIONS) OPENING PERPDVDIAAAR SCALE: 3/4'44' NOTE: STRUCTURAL SHEAiHMCs MAST NOT BREAK WITHIN I'-4' MM. FROM 2nd FLOOR LINE RIOR 6EARINCs STUDS PRE-ENGINEERED ROOF T [SIZE AND SPACING PER NOTE nl, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN1J SIZE AND SPACING Q SE CUA EAC44 KING STUD TO TOP PLATE w/ r r LNDER CATEGORY TIMBER ON SIMPSON SP4 or USP SPI (FOR 2x6 WALL USE SIMPSON SP6 or USP SPT6) IN FRAME WALL DORMER ATTACHMENT PRE-EW31NEERED, TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) SIMPI MT612 or USP MTWI2 TO LEDGER a 24' O:C. TO 50TTOM PLATE w/ SIMPSON SP4 OUBLE TOP PLATE INDOW SILL w/ CRIPPLE STUDS a 16' O.C. 4 scaLE: 6 11uo STORY fic" 3/4'011-0' or USP SPI ' DIAMETER ANCHOR BOLT a 12' O.G. CRIPPLE STUDS ,a 16' 0:C. MAX 0 0 0 �yd=bor USP SPT4 EMBEDMENT w/ 2 DIAMETER -ENGINEERED FLOOR TRUSS KING STUDS WASHER DOUBLE 2x6 LEDGERSECURE �. ECLIIRE BOTTOM PLATE TO SLAB w/ (SEE 'MINIMUM WALL AND HEADER STUD 2x DOUBLE TOP PLA SPS or USP SPI SECURED TO TRUSS w/ -' x 5' R x S' ANC14OR BOLT w/ 2' WASHERSET REQUIREMENTS' CHART ON FRAMING PLAN PRE-ENGINEERED ROOF TRUSSES SIMPSON SP4 or USP SPI IN SIMPSON HIGH STWNGTI4EMBEDMENTOL. LAG SCREWS 32' O.C. MAXMBEDDED FOR DETAILS AND SPECIFICATIONS) STRAP ' . EPDXY (OR EQUIVALENT) & ° ° 2x8 BOTTOM PLATE BEARING CONDITION or . r MAX CURE JACK STUDS TO HEADER CONVENTIONALLY -FRAMED -ENGINEERED TRUSSES w/ TRUSS w/ SIMPSON or USP LSTA12 RAFTS -ENGINEERED TRUSSES w/ TRUSS . a (EACH SIDE OF OPENING) EXTERIOR WINDOW DOOR OPENING IN FRAME WALL (VERIFY w/ M66 PLAN) r CONNECTOR (VERIFY w/ TRUSS PLAN) 1100 STORY SCALE: 3/4'•1'-m' ACK STUDS IrlCONNECTOR (SIZE AND REINFORCEMENT (SEE 'MINIMUM WALL AND HEADER STUD DOUBLE TOP PLATE FA= -Q IIREMENTS' CHART ON FRAMING PLAN �I"I'I"II ° HEADER OUBLE TOP PLATE PER PLAN) FOR DETAILS AND SPECIFICATIONS) XTER JOR BEARING STUDS �00000000� SIZE AND SPACING Q CONDITIONS MAY r r LNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN� i, /W IN FRAME WALL DORMER ATTACHMENT SIMPI MT612 or USP MTWI2 TO LEDGER a 24' O:C. TO 50TTOM PLATE w/ SIMPSON SP4 INDOW SILL w/ CRIPPLE STUDS a 16' O.C. 4 scaLE: 6 11uo STORY fic" 3/4'011-0' or USP SPI ' DIAMETER ANCHOR BOLT a 12' O.G. 0 0 0 �yd=bor USP SPT4 EMBEDMENT w/ 2 DIAMETER -ENGINEERED FLOOR TRUSS WASHER DOUBLE 2x6 LEDGERSECURE �. ECLIIRE BOTTOM PLATE TO SLAB w/ EACH KING STUD TO TOP PLATE wi-SIMPSON SPS or USP SPI SECURED TO TRUSS w/ -' x 5' R x S' ANC14OR BOLT w/ 2' WASHERSET SECURED w/ l3)Y' x 1 �' TAPCONS: TO PRE -ENGINEERS SIMPSON SP4 or USP SPI IN SIMPSON HIGH STWNGTI4EMBEDMENTOL. LAG SCREWS 32' O.C. MAXMBEDDED FLOOR TRUSSES STRAP ' . EPDXY (OR EQUIVALENT) & ° ° 2x8 BOTTOM PLATE BEARING CONDITION (BOTTOM 2X6 IS FOR WALL . r MAX (PER PLAN) SHEATHING NAILER) -ENGINEERED TRUSSES w/ TRUSS SIZE AND SPACING ARCMITEC7S FA)L407-774-4078 www.abdesigngroup.com AA M 0003325 Q CONDITIONS MAY p SECURED ONE PLY AT A TIME. USE 12a EXTERIOR WINDOW DOOR OPENING IN FRAME WALL DORMER ATTACHMENT SIMPI MT612 or USP MTWI2 TO LEDGER a 24' O:C. SECOND FIN. FLP, INDOW SILL w/ CRIPPLE STUDS a 16' O.C. 4 scaLE: 6 11uo STORY fic" 3/4'011-0' OF STUDS PER PLAN ' DIAMETER ANCHOR BOLT a 12' O.G. 0 0 0 �yd=bor USP SPT4 EMBEDMENT w/ 2 DIAMETER -ENGINEERED FLOOR TRUSS WASHER DOUBLE 2x6 LEDGERSECURE �. EATHING TO LAP TO TOP OF MASONRY WALL. EACH KING STUD TO TOP PLATE wi-SIMPSON SPS or USP SPI SECURED TO TRUSS w/ -' x 5' SHEATHING MUST NOT BREAK I'-4' MIN. SECURED w/ l3)Y' x 1 �' TAPCONS: TO PRE -ENGINEERS SIMPSON SP4 or USP SPI 0 TOP 4 BOTTOM LAG SCREWS 32' O.C. MAXMBEDDED FLOOR TRUSSES STRAP ' . (FOR 2x6 WALL USE SIMPSON SP6 or USP SPI ° ° 2x8 BOTTOM PLATE BEARING CONDITION (BOTTOM 2X6 IS FOR WALL . (PER PLAN) (PER PLAN) SHEATHING NAILER) -ENGINEERED TRUSSES w/ TRUSS TYPICAL PRECAST LINTEL -ENGINEERED TRUSSES w/ TRUSS . a CAST LINTEL EXTERIOR WINDOW DOOR OPENING IN FRAME WALL (VERIFY w/ M66 PLAN) r CONNECTOR (VERIFY w/ TRUSS PLAN) 1100 STORY SCALE: 3/4'•1'-m' ( Two STORY SCALE: 3/4'-1'-0' IrlCONNECTOR (SIZE AND REINFORCEMENT DOUBLE TOP PLATE �I"I'I"II ° HEADER OUBLE TOP PLATE PER PLAN) �00000000� RIPPLE STUDS 16' O.C. MAX t817P PER PLANT LEDGER CONNECTION AT -FLOOR TRUSS KING STUDS IMPSON or USP MSTA24 2 HEADER (SEE 'MINIMUM WALL AND HEADER STUD - a ° g EACH JACK STUD PARALLEL SCALA 3/4' -r -O' (SIZE PER PLAN) REQUIREMENTS' CHART ON FRAMING PLAN 2x8 SYP *1 WOOD STUDS 12' O.C. MAX. FOR DETAILS AND SPECIFICATIONS) WALL SHEATHING TO BE WITHIN �' OF CURE JACK STUDS TO HEADER WINDOW/DOOR OPENING. WALL SHEATHING x/16' OSB. SHEATHING OR li?' GDX w/ SIMPSON or USP LSTA12 MAX. (TYPE AND ATTACHMENT METHOD PER 'NAILING NOTE= PLYWOOD CONTINUOUS TO BLOCK (EACH SIDE OF OPENING) OPENWs 4s' SCHEDULE') SHEATHING MUST NOT BREAK AT JACK STUDS JOINT OF WALL AND INTERSECTING T. 2x4 W/ (4)161 NAILS 0 TOP OF (SEE 'MINIMUM WALL AND HEADER STUD 2) JACK STUDS 4 (2) KING STUDS a EACH ROOF DECKING... FLOOR TRUSS DOOR /WINDOW REQUIREMENTS' CHART ON FRAMING PLAN SIDE OF OPENING (TOP 2x4 SUPPORTS BOTTOM PLATE OPENING FOR DETAILS AND SPECIFICATIONS) JACK STUD ASSEMBLY TO BE SECURED OF 2ND FLOOR) J XTERIOR BEARING STUDS ONE PLY AT A TIME. USE 12d NAILS, (2) 2X EXTERIOR STUDS O.S.B. SHEATHINGOR I/Z' CDX [SIZE AND SPACING PER NOTE 0110 WITHREIN 6' FROM EACH END 4 NO MO PLYWOOD OVER PRE-ENGINEEREDUNDER CATEGORY TIMBER ON THAN 12' OAC. STAGGERED ROOF TRUSSES GENERAL NOTES SHEET GN)] NO ROOF JACK STUD ASSEMBLY TO BE ARCMITEC7S FA)L407-774-4078 www.abdesigngroup.com AA M 0003325 Q CONDITIONS MAY p SECURED ONE PLY AT A TIME. USE 12a VARY NAILS, (2) WITHIN 6 FROM EACH END 4 NO MORE THAN 12" O.C. STAGGERED SECOND FIN. FLP, INDOW SILL w/ CRIPPLE STUDS a 16' O.C. CURE EACH JACK 4 KIWs STUD TO BOTTOM PLATE w/ SIMPSON SP4 ' DIAMETER ANCHOR BOLT a 12' O.G. 0 0 0 �yd=bor USP SPT4 EMBEDMENT w/ 2 DIAMETER WASHER TOP OF WALL �. EATHING TO LAP TO TOP OF MASONRY WALL. SIMPSON or USP MSTAM24 0 EACH JACK •". SHEATHING MUST NOT BREAK I'-4' MIN. SECURED w/ l3)Y' x 1 �' TAPCONS: TO PRE -ENGINEERS CONI.2x6 w/ (6)16d NAILS FROM 2ND FLOOR LINE CMU w/MIN. 2' COVER 4 2' APART- FLOOR TRUSSES BOTTOM OF FLOOR TRUSS ' . ° ° 2x8 BOTTOM PLATE BEARING CONDITION (BOTTOM 2X6 IS FOR WALL (PER PLAN) SHEATHING NAILER) TYPICAL PRECAST LINTEL ROOF TO SECOND FLOOR WALL 3 EXTERIOR WINDOW DOOR OPENING IN FRAME WALL ry WINDOW OPENING IN 2—STORY WALL PARALLEL SCALE: 3/4'00 1100 STORY SCALE: 3/4'•1'-m' ( Two STORY SCALE: 3/4'-1'-0' ARCMITEC7S FA)L407-774-4078 www.abdesigngroup.com AA M 0003325 SUHDIV. 8a IAT: KENSINGTON RESERVE (LOT 40) MO DEL: SANTA ROSA (VERSION#01) PROJECT#: 2997.000/04OR1 PAGE: SECTIONS/ DETAILS ARCHITECT= STATE OF FLORIDA JAMES 12079 DAT /21 /18 SIC SlItET D6_ �I"I'I"II �00000000� SUHDIV. 8a IAT: KENSINGTON RESERVE (LOT 40) MO DEL: SANTA ROSA (VERSION#01) PROJECT#: 2997.000/04OR1 PAGE: SECTIONS/ DETAILS ARCHITECT= STATE OF FLORIDA JAMES 12079 DAT /21 /18 SIC SlItET D6_ . . � . Ryan Homes - Openings . � . . - I � . . I I . . I Vendor: - 84 Lumber - . I . . . - I - Vendor Number: 00619 1 � . . . I � . . Windows - Slidina Glass Doors - DOUBLE PANE LOW E � � � � � � I FL# Part # I unft Size Masonry Opening Frame Opening FL# Part # Unit Size DescrInflon Masonry Ovenina Frarne Oo-ening Sliding Glass Doors Vinyl FL# Windows . 1 14634 L0432426 EA 1210 X 8/0 . DOOR SGD POCKET ALUM (WHITE) W/SCRN 143 112" X 95 1/2" -TQ 190 1�71' � 16100 L0369270 E A 26 TW 1/2 EYEBROW WOW VINYL 5H WHT WIGR & SCRN 74 1/2" X 951J . 91 �____ %-�-----.-.,.-"---.-,-.----."--,---�-- 11----,,,---,---,---.,�-,--�--�--.-,----:----,�,,�l-..'�.�-��.111.1-11,11�% ..,."-,-".e.,-"",-,-�"...-�....'�� ....... -".�,-",.,.-",,.,..-I.�.-l'.�.,.�,-...%,-�,.!.-..-.,.,-t"..,t�,..�'t.-I"t.�,%--. 14634 L0434206 EA 12/0 x 810 OXX0 DOOR SGD ALUM (WHITE) W/SCRN 147" X 96 1/2 16,100 L0367192 EA 26 TW W/ARCH WDW VINYL SH WIGR & SCRN 74 112" X 76ii %�-�",.-.Ii.�-.1�-..,.-..:%.-..%.-�.i.---.."-,.�'.. . --..'�--�---.-.,�---,-.-�.,-.,.-,�.---��l--., 1--11 --- ,-'--,-.,.-,---."�'..,-."�."�.-,.,-.".,.,-.",."-,,�,.,.,.,."-"-,-,.,.-,...-"�-,.,.."-�.-�.-�---..,�- -1 I.. .,-.,-".,"",�Ill".-,-.�l".-41"1.-..,.�111.11".-�.1l.l..",� �1--l�l.,-.l---4.,�.�".,��,,�.",�--.�,--- ____.___. __,.___. _ . ___ .�,,�-�-".",�."".,�-..-.."..'�;�-,-�-..�-..�.",.,-".�,-,��,,�.,,-"�"-.%-,��.,-".4.--.,.-.Z,.."�,."-,.",-",-,.,-4�....'�-,�"-��.�,�.,.",�.-��,��,-.,.-,.",...,.-,�.�".�.".--"��,.,.,.�"...,.��,- I I] ___.. .... .,.".��."-"-�.�,.".,.�,-.,�, ____ ....... _______.._ ---".. .. . . . ... . .. . P..,.�__ _ -.1-A..- EA_ __ 16/0�X-8/0'�.-.�--�"...,.�.,�--. I A___DOOR SGD AtUM (WHITE) W/SCRN 191."X961/2"-TO286 , 16100 L0297193 EA 26 TWIN WOW VINYL SH CLEAR NO GR W/SCRN 74 1/2" X 72' t--- t� 1_., ____...11_ . �-..��,-��I.I.......-.....,..,.,-�-.--."-,-,.�,-,��-�,�,,�-,-",.-.�-1-�..�,.�.-�-"�,�,.�,4 �.�",--.-.��.�---,��,�.-,��,�"-",��-�--,�""�"-.,..Ll.".,----.,...--,�,-,�-"��-"---,�-�",."� 0 EA 5/0 X 6/8 DOOR SGD ALUM W/SCRN 62 1/4" X 81 1/2" 16104 I�C_'__'_ 6C47iiii'�i --------- -- 4---,------ --'-"""--W,-D,-W-,-VI"N-Y"L"'W"'/"G'-R,--,---,--'-"'-'--,- "-"'-'---"""-""�"'-"'-"'-'-"""-'l�,:**"�""3'�,O-A�',,tX-,�3-0,,11-t,,!,,t-,*,!-�,,�,,�- --- I .1�.I.I.Ii..-,-"%.,-.,%.-�'i..,%.-,�--- ,-----�-.---�--.,---.,----�;;.,------- __T,________,___ * ----,---.--.-,- %___,____,___., ------- __..___ -,--,--�,�,--..-.--.-.��.---,-�--.-��--"---"�-,.---.I.I, __.. - . _ _. - . . " .. _.- 1 14634 LD298912 EA 5/0 x 8/0 DOOR SGD ALUM (WHITE) WISCRN 62 1/4" X 96 1/2I' 16103 L0367491 EA 2640 WOW VINYL SH CLEAR NO Gi' " __ 300 , X 48" " ____.___'_ ____.. . . .... . . .. ... . ____,_ �_____ �.-,-------,---------.,,-------.",-- �.,-,--..-��---..---�--,--�,----e-��---,-,----�-""�-"",-"-",.,-"�', ,-��--,."�"""�."-,�.,-,-".- . - .. . DOOR SGD ALUM (WHITE) W/SCRN 74 1/4"X 81 1/2" .,______ ......... __1 .__ -�".�,�-1"1."!,-.,%-t-�.-I'�.,.��-�"t��t,., 14634 i6i�i46 - � - - --,-,---- , ,------,---,--,---,--,-,--,.------,----, - ----,-,-,------ ,- 16104 L0366994 EA 2650 FX WDW VINYL SH CLEAR NO GR NO SCRN 30" X 60" - .� .. - .---"--...,".�.11�.-"",.��.--,�-...I ., ,____1____1-_1_- --,.,.�-,�1-1.-.,-----,..,.--..�il-Il.,-,.-,�% "I-11-11--l--.,-.-.,-111--l-l�--�,,�-1111-1-1-1-4---.,-�-l'...-.% 11111-1 ... 1-�-..�-1-1-1-1111-111,�.-Il..-.",..-,�.-I-�.....-.",-,-""-,-�11.11-11,�...11�l..,-,�..,...,-.,-�l-.'I 11-11-10----11-111-1-11-11 I.- l�.��11.11.�.1.1.1-IlzIl.."�.-�-.1-�..��-��-1.�11-1.1.--,---.. - 1 '""i --41'' ---' --"�-------"---,----",----,--�-",--�-"-,-*,�"- _,__,___,________^ *""""*'�'�"*,-",�"'*'�,-,--�----,----,-*,"-, . --11_1_11._-1-._1- �11.11,__.". _ . 14634 L0295467 EA 6/0 x 8/0 DOOR SGD AWM (WHITE) WISCRN 74 1/4" X 96 11200 15317 L0354138 EA 2850 WDW VINYL CSMT W/GR & SCRN 32" X 60" - * "" -",�,-"",",-,"-,-"-,--"",�",--""--",,� ------ - ---- - --------- ------ ---------- - ------------- - - - - - - -- �:----'-- - -------- - -11.1_-11_.-__,__,__ x__1111- -�-II.-�--l....-,",-�.4.-.--..--.,.,-�-,�.�... __ -�--��----.-�,�--�-�I.I..-.-..-.4--�.1-�-..�.I.�1.1�-�.. _ -�.�---.,�......--%..�-1,1-�.,�--.-.. - -1- .-I-1- - - ... � 14634 i di i'-_----_ --i4- -, - iio - DOOR SGD ALUM (WHITE) W/SCRN 98 1/4" X 81 1/2ko � 16103 L1040440 EA 2860 WDW VINYL SH WHT W/GR & SCRN " . - 1 32" X 72" ___" _ --------- �_______,__,_____ �,___________,__ ---,- _.... ... --.., . . . . . . I -, - %--.-,.---.-.-.---.,.-,.--,----."--------'..-. .. . , __ . . . . . . . - . I - - , -----------,-------�,�-------.-,--,,-.--,-"�.-..��-.--,-.-�--.-,. ��-."--.,-.---.---.,�-"-.----.-.---,---.�"-.�. _'. -1--m- __'.. "W" ___ ___..____ _%_ 1 14534 �6'10660 EA 810 x 8/0 DOOR SGD ALUM (WHITE) WISCRN 98 1X X 96 1/2' 16104 L0296557 bi 31OX3/0 FX TMP WOW VINYLSH CLEAR NOGR 36N X 369f . �.. _1---'.-_..-_..- ____ j___-_______1__1..____ ___.1____.-.-__-_,.. . .-----..-.-�,.--,.--------.4-----4,.- _____,�________. - ____ t--_1 1-1------.,---,.,�-"--------..----"--,.. !--; -- ----- %-1-1----._-, ... L---- _.... _______._ . . iw - . 14634 L0329528 EA 910 x 6/8 DOOR SGD ALUM (WHITE) W/SCRN 108 1/2" x 81 1/21, 16104 L0429ii_C� -'-- EA 3024 FX TEM P -----ii - ia�kR---� -i� --,---,-,...-,%..-,------",-..--,-------.--..-.--� ......... . ........... --X- 36" X 28' -i .1-11'.. .------,.,--. _11-1-11--1 ... I'�..�".-.-�"..,.-".�l-.-,.."..,.",�-�-,-.�-..,.--.,,..- 1-1-11-...".-.-.---.-..,"�....,.-,.�--l�l-.�-: __._.1__-_-.___-- ......... _. __________ ... . .. �___.__ X..�-�,�,-..,----"""-"-,,--.- - . . .....,---,-�.�-�"..�-�"".�,��,.�,-,-,-�-,-,-O-",-",,-,-� ....... ____.__,__._,. . . . . . - . __. '�61) ALUM WISCRN 108 1/2" X 96 1/2" 16103 110404SO EA 3030 ._,_,____..___.__ W____ ... �,-,--,-..--,.--",��--,.--,-,-,�.,. . . - .. . . -",�--....,-�.,�.�.,.�-."..�"..-.�,,�-.�.,.-...-.��"--,�.-.,�� 14634 IL029819-14-1---.,.,--.%.�,.-�', - 9/0 x 8/0 1- 66 WOW VINYL SH WHT W/GR & SCAN 36" X 36" �.- 1.�,.�'..�,,�1--l.-.�-.1.11-�1--I -11.�'..,--.�.11-1.-.--�--.-..,-,-�--�--�'...- -�--�-.1�--.�'..�-.�l.-..A.�..�-.,��.,�-�,�",�,�".t�,�-..,.-.-�-.�.-.Iz��'�..--....�l.-.-.,�..-�--.-.--.---�--.,...,.I --1. ---.-11-t1_;1% --.----1-1-_-1 I ,--"I�-,-",--,-,--""*",-,-,--,,,,,,,-,,,i4-,,4---,-,,,,,-,,,----",-,",--,--",-"",--",--""� ................... 7 - ------------ - ------- - -4 - -- ------ --1 .......... --------------- - - ------- - --- 1 16104 L0317308 EA 3030 FX WDW VINYL SH WNT W/GR & SCRN 36" X 36" � . I I-.--- _._1_-_1__-_._______, 11-----,�---.----,-.----e---.---..,--.--.--,--,-------,-.��.--.��'.. -�-.,."-..--.--,-.--"----'---..,� --- 1-1--- --- I— �... ...... m� ...... __-_ ...... ...... 1'...__ ...... %-. Vinyl FL# Windows 16103 L0298924 EA 3030 FX ARCH TOP � . WDW VINYL FX CLEAR NO GR 36" X 40" - . ___ __ -------------- -..,--..---�,--"--,-",-,�--..",-",."""-"..��-�,�,--,�..",-.-,..�,,�,�.-,---",..--..'�'. %__11._-11-.._---, .... _'..._. .1._.._11._.._---- ...... - .-_1_1___1-_..1_ -_111111.. il"----,-,.,�--4.11.1---.",.-�-�1--l--1.4�--�--I ".--�-%-�.-I-1-1--�.-.�1.1--.--,��.-.-"..-..-,--,,�.1-11'.1-�ll,"-��,.�, .1�.4'.."-",..-",.,-,-.,-..-.,-�.-. .- __-1-1-1-11.11. ...�.�l.-I...-""-,��--l.�'.."..�.�,.-.�.,.-"..��.,,-�.�..-,. 16104 L0460340 _._ EA 1/4X1/4 FX TMP WOW VINYL SH CLEAR NO GR 16103 L0365362 EA 3030 W/1/2RD WOW VINYL SH WHT W/GR & SCRN __ � 36" X 59" ..._.'.._. I-11.1 --,-- -,---,---..,-,-,- -------- ___ -------- ____________________ -.-,--- 1 , - ------------ k___ _________.____"________ -,--,----.�---,-----,-�,�--�-,---.--�-.,�-��-��,-�--�-,�,��-�-,-��-�-�--��,�,,�-�,�,- "I.-!-.,%,-."%�"%�'.."%�-�,.�.-%��..�.t-�'.1.,�t�,.,.;,-', 1 16103 L0432421 ,::�i�I. EA 13 WDW VINYL SH CLEAR NO GR W/SCRN � 20 1/80' X 38 3/8" 16104 L035219S EA 3040 � --_--1-_._,._. _-_ t, ----.-- �l---�-.---,---,----..,�--.--.--.-,-.,�---.. __.,.._-____, ------,"-,-- .......... ....... ...... _ - � WDW VINYL OVAL WHT W/GR 38" X5211 16103 L0439893 EA 14 WDW VINYL SH W/GR & SCRN 20 11V, x so 5/8. 16103 L0369494 __'__Ei_'___i6� __'_'__'___*_-_-- "----�----'---,---�-'--"---,----,--,----'-"�--"'--i-�--�--""� -"-'-"-"-�---"'---,----,---,-----,----,- �!` ...... .. � ...... !'- ...... !"', -1 ..�..,..I.I�.,�--.L..%--.-.-..%.-.li4.1...,....-..-..--�....-�-�.4�.t ,-..,-.--�1.1�-.-��11.11-1.��--...�-�.�...--,,..�.--.��-��-.11,��-11��.-----l'l-.�l.-�l.-�.��.�..",,��,�.1l.-II...,.....,..,.�---�--..- ...."----.,.�l.-I��'..,-.--�,�.--,---- -_1__11-.1-_11-_. A-1-11- "I�1--l--,-.��.�l--.,�,�.,�.I.I..'�-�I."...'�.-�-A 1-�.�-.--i�-....,.--�,.�-.I...�--..�--...-...-�-�.�,.�..�--�1.1--�.% -�--�-�--�.-.,�.".--�-.--..--A--.�,�-�,�- __... �,�--..�.-i"--,.%-.-�..,.,!.,..-..,-..,�"..�.I...".,. - _______..__, WDW VINYL SH CLEAR NO GR W/SCRN 36" X 48*' . 16104 L0432424 EA 1433 FX NO FLANGE WDW VINYL FX WHT WIGR & SCRN 16" X 39'k 16104 L03S4140 EA 3040 FX WOW VINYL W/GR 36" X 4aW ] - ____ %---.,--�--.-,-..,."..,..,-.,..,--.�,-�-..."....�-� ... ... ______ - ---- - �,.".,-..,-""..,.�,�.1l.l..,.-...�-..� ... ... . .. �."..'�,,�.,��.,.�,,�,.�"-..,..,--,�",��",�-,��""--.,-..�,.,-�-�",��-�..�--,--�-,�-"",��,�"--",- -,��.��-��-.�,��-.�"-.,�.-,�,,�;..."---.",...,�".,-�.,-,--,-�"-�--,-,-�-,-... _ . -f I 1 _i_---_`-` - -1 iiiii LANGE ...___________. ___-, 16104 64iiii WOW VINYL FX WHT W/GR & SCRIN 17" X 39" 16100 L0434443 EA 3040 TRIP i��&k_ i��4'd 4 'iik' - ...... __,__,_ . ................. . �""-"-1-0-,g","",X"-4"8"-""*�"""-", _` -4 ......... -,- 'L&i6iif__`_ !:__Ji -'------ --,--,------- �-----",----,--,-----,-----,---,--, !-----,- ___ ____ "---,-. -------�..---.,--.--,-,--,---�----- -,-..-..----,--------,--�.--,--,---�----.41-1.�-.1.1��."-..--.".�-1.�.11�lI -.11-1-11.-'-.'.,-".1-41�I.I..,-"."-.;,�,,�l-l�11-111.--"-"..�. ..%-�t'I'l.t-ltl.�.I.�'..".!,-%-%.,It-.�--�,,i-�l,--l.�l-.. 16103 /2 ARCH TOP WOW VINYL SH WHT W/GR & SCRN 20 118'X 67" 16100 L0423133 EA 3040 TW 1/2 EYEBROW WDWVINYLSHW/GR&SCRN 72 112"X 52" -.!.-,�.�.-�.��..�.,.--,�zt."..,t.-,t�, ----.- ___ ___1___1--___-11_ 11---"-.--.-."--..,--.-."-.,-"- 11-.1-1-1 ... �.".�.,.--�-11.0.�.-.��...,-..."....,--.I 1.11-_--_1-_1 . .., .,-,-."--,""""��,�'ll'.��"-..","",.� �,�-1-1.-.".,�",-"-,-..",.-,�,--.-��,� ... � , ... Z��.1-1--..-,.,,.,,�Ill'-".41-.",-"-,,�11-1111-11-1� 1-11-11111-1-.1-1-111 4 -1111---,-".,,-.,-,-,�-.-.".",.--4-�.1-11,�ll,"."-.;�..-.,-�l-.,�..I L'.. '-11. '-.1. -W.-I. .-1.._---. ' ...I- 16103 L0369273 EA 16 112 ARCH TOP WDW VINYL SH WHT WIGR & SCRN 20 1/8" X 76" . 16100 i � , ""EA-, %�_, 6i�"'A"�,�""-""-""�,-"4�--,,,- WDW VINYL SH CLEAR NO GR W/SCRN . '-__.._ � . . . . . . . .. . . . ...,______ .. � . 72 1/2ff X 48" . ---.1.. --�--�:..�,--I�--�,�.�'A.��..A�-�-.-",�-.,.�,.��.-�,,�.-..,..�-.�,�-.,-�,�..,�-��-.--".�-.�.�-�.".,��".-,---e-"�,�-,--��-�,�.��-�,--,��,,��-".-��-,�-",.-��.,�.,.�, __ A__,__,____ -I.I.---,--.-�"..�-"-",,--�.--"-- --11._-_-___11-- �-��---.�l-,A.�-.-.��-..�-.1.1�-1.�--.--.,..-� %�-.-.�-.-�-.-,.,..1-4�.."-.--�--��..--�--4-.,�-.-.... �.%�-�--�,,�....,.�.---�-,-.,.-�.�.-.�,�.--...-.- ...... !I ...... 1-- .-I.. ,".- ' .. EA 1620 FX WDW VINYL SH W/GR NO SCRN 18"X 2-44% 1610-3 L0423134 EA 3040 W/1/2 RND WOW VINYL SH W/GR & SCRN _ % �."..%.�'..�.I..-�,-.,��-..�.-..;,.--.,--,--.,--.-�---,-.,-----,-- - --- __ _________ , __ � 36" X 70 . 16103 L0430156 EA 1624 WOW VINYL SH WIGR NO SCRN 18"X 28" 16103 L0299921 __ - '___36� --'-----'-- 7_7 "----------'----,---,--"",---"-"----�, ____,___ ____,____,_____,__ - ........ * -ik.-",-,"",�""-,-"","""---,* li-.-.,�...--.,-..;-.-�,�...-.��-.... � .. . WOW VINYL SH CLEAR NO GR W/SCRN __ ____ ____1____.__..__-_. ---------,.----�--.---.--,.---------.----,� ____________ - . . . ---I----- ,�l-..,---,-�-.-,----.,-.��,�---,-----,-�l-I.-I'�11.1.111-1.111.11-11�.I -_._11_11111__,___ -- ------ �,_,_,__.___,. �, � � 1--__-1-- -11. �,�l-tl%..i��-�.il-��.�-11%,�,-�lil--I 16104 L043-4427 EA 1634 FX WOW VINYL FX WHT W/GR 18" X 4011 16103 , - _6�__k _f(5F__,___ WDW VINYL SH WI/GR & SCRN 1 36" X 64" .1i.-.Ii..�.,.--It.1.1.1i..-.,�...- . . . ____ ---.,.,,-""---,-".11-1-�-I'll�.--�.�.....,.�1-111-1-.��--".".�..--""-�,..-.. ..-...--,"-�..-",-�l-,�",.,-".--� . ... ... ... . ---..11_111_- -_.1.-1-____1-- .. . ... __._.,__'_',_, -----,.�l.-I.Z..��,.-.,�..--..�----,..-.�1.11I ...... .�.--,-.�l-l�".-.,.-""...�".�,."-""�-,��,-"."-"-,-,-A-I-'I 1-1-11 --- �-111-�-,-,�-,-".,�--�-",-�,-",-,,.�".�.,-".4..--."�..��-Z..'-,-�-"... -"-,-,,.-.��.1-1-�l-II."",�",�,-��.4,--�,.,.-,-,,�..,-."..%'. ;.,.,-.-..�.tl-.".....i,...�.��.,-�..,.t.l....Il�I.I...t-.",%-�- ------ 11.1----.-.--�---�.---"----..-,-....--.-.--..,e--.---,-�.�,�.-II-I1-1 - 1 16104 _L043190.0.4--.--.. ...--EA _. ._1.836.FX,ARCH TOP W.DW VINYL FX WjG.R & SCR.N - . . 20" X 4611 26104 L0367489 EA 3050 FX -.111.-_.-_ t� -.-�-.",�.-..�,�.�.14-1.�'ll.-�.I.I�t-.....�,�-.4,��.�,.-��-,--�,�,.�.,�,-.�",.��--.�-.�-,�..--� ....... -�-.�.��,��,,�"--�-��""-,-�.�-.. . . . - . .. � . WOW VINYL NO GR I -,�,,�--,��.,-.,�.-��,��-�,-"-,-",.,-"",��,j�-�-,--",.---��-",�.�--.--�----.,�..'��-.�-,�"-- --_--1__1-_-__--1- �--�,.�-..,-.-��.--,.,-�,�..-.,-.,.-.,�--l..�.-.1�-.-�4�-�;4�.�-�l,,.�.-. ___.__. ...... 1-1-1_., -.._.1-11-_.1-__---.1 ... .1.1--l.-I.I...... ._...1-,.361"x 6011 . �j�-..Z--.�.,..�.�-.��.-I�,��....�,-....-,t,,.'-�'.. 16103 L0303300 EA IH2 FX TP WDW VINYL SH W/GR 27 112" X 26" 16100 L0366804 EA 3050 TPL � WOW VINYL SH CLEAR NO GR W/SCRN 1 1091* x 601, , --.-- ._1_1 . F . . . . . . . . . . . . . . . ... . - b � __ -,-!, ___,______ �,---.----,----------..�,.--�"."--.,�,.,---.�,�,.--�-.--,--,--�.--..-,--."---"- ------ �_,___ _,_.__.______.A .... �.,..-�-,."�.,..��.-",-"!�.,-,-,.�-44.. i iiil"4"",�"""!"!,--,----,I-H-3--,----,-,---,--,V-i6, --,------ 0 x 6.011 16-103 12 EA VINYL SH NO GR'vV/SCRN 27 112" X 38 318 1%.�-�'lli...t.",.-.%..-��l.�-.�,-.t.', I— �__.1__________._,.___ �____.._______,___.___,.. 16100 t0298922 EA 3050 TWIN �--"--.,---.-,--,----..�-...--, _____.___ ___ ____,______. WOW VINYL SH CLEAR NO GR W`/SCRN 72112 - ____ ____,_____,_,____,_________ --,-,---,- . �.____,___,________._. . . . . .. . . . __, _.. 16103 L0317304 EA IH4 WDW VINYL SH CLEAR NO GR W/SCRN 27 1/21, x so 5XI . .,-�,,�""."...,-,-",,�,-��,., -.."�,-�-.,-".,-,--.,.�",.�-.-.-".,e"��-�,.,-,�...,--"...'� _,.____4_.,_'. __. ___._____ . 16100 L0354148 EA 3050-4050FX-3050 WDWVINYLW/GR&SCRN 121"X 60" � .1-1.-11-1.1- _ 1.�'..,.,-.",-�,-,--�,---,-4-�.--,-,14-- .---,--,--,,-..---.-,-1-11.1-�--l.4--....-,-�'...-.-.1.111,11-11�.1-11.11�,.i -1.41-1�.11.11I.I.."-,.�.��,��.,� ... 1-�.1.1--l'��,�"-.'.".��,,�.�l.-.1 ,.,..'�-�..,.."..,...,.",-�.,-.�.-.:.-,�--.,�!,.--�-,�....--�.....-I i �1'9"'3'*6'%'9""'%'*"'I"'I"-----�-�-,----,----,,---,--,--�"-,-------"-",-----",-"","",""""""", - -- - - - -------------- ----- - --- �"'-""-"""""'--"--'-""', -------------------7 1610.3 L0419409 EA 3056 ARCH TOP WDW VINYL SH WIGR & SCRN � 36" X 70" 162.03 EA IH4 W/l/2RD WDW VINYL SH W/GR & SCRN 27 1/2- X 68 5/8' i .-.k.�'.111 .11i�-44....�.1i:ii�,�,�4..-,��--.."�,,�,�-.1�1.1..-.,�.�l...L-.,��,�1.11.-..Al.t�,�.,�--.-,�,��.11��,.�-1.�,.�----,.�.-.�..-,-,.,.---,-.-�-.-,-�-�".-�,�,",-.,-.--,,-.-"..,.-l-.-,..-.,-...----.� ... 1.1-1.._-__.__1_1_ -_-_-1111_-1__.. �_1111 ,�-.-��--,.--.�,.�'....,...-�..--,..,.......�-.-.,.-� %�-..�--.-�--.,--..�-.--.-4"�IA-..�-�.�-�-..�,,�--.--�-�.� ...--�-.,��.�----.,.-�,��.",--,�-�-�--.,� ... [,.,,.,.,!.�..-!,....�.,��l"-.,!"..,�-,��%��.--I�...�,.,.,t... _. - . 16103 1 5 WDW VINYL SH W/GR & SCRN 27 1/2" X 630 16103 L0477376 EA 34 . WDW VINYL SH CLAR NO GR W/SCRN 54 I/80 x so Slat) I 0 .- �_ r - �. ---.,--�.--�-----,�--��-.1-1.11---.-.---I - --- ��-.1--�.,.----.-�--l�---"--,-.�l--..--.--,---.-----�-�.---.----�-.---,.--,��-.----,.-------.---.,.- -.1-11 ... .. �.,-.,�1.1.1�"..,.�."!.-,�l.-I"..,.."-,.....-.�.,-.. i i4ii6_, --- i _`,___` -5-i�,-i"l,-/-2-,R--D-�-"--,*,"--,",-- ---"",-",---"------,---,----,---- . . 1 16,103 WOW VINYL SH WIGR & SCRN 27 1/2" X 81 16103 L0367188 EA 35 WOW VINYL SH NO GR W/SCRN 54 1/8" X 63m I --'- - _' -- - - - ---------- ------------------- ---------- -------------------- I--,--..,.,..% -1 I .... -1-11-11- ... 1.1-..._...-.__,__ .,.-.-,..,--.,.,,-..,",-"-",�."".�--..-... --1_11-_.1--___, --"-"-"�.,...-..,..,--l'I'l.e..",--"---,--�--�,.4'.�-,-..--,--.�,�,- . . _ . ... ... ,�l.'.-,.."�.��'..-""..,.,.-.,.-.�.-"�..�.� ... �,. . .--,--..--,�"--4�..-,-"�,-,..,-,.�,-�.,� .... --_-111.11_-.,____ �,�".�--�,,�-I'll-l'....,-"-�,�,-",.I�I.I.-..�l...-,.".. _._, . 16103 '64iiii4-,__-,_i* iW_________' __ WOW VINYL SH CLEAR NO GR W/SCRN 27 1/210 X 720� 16103 L0329525 - EA 3S ARCH TOP . WDW VINYL SH VVIGR & SCRN S4 1/8" X 67*1 . -.1.1.4--11 ...... --,--4..--.,---,,--�--.--,-�-.--4-,--. ____-_-__1______.___. __.,:___"__ - _� ........ ..... ..... - .. - .------ -----.------�-----.----,-----... .____.___1______1_____-_-_1_ -.�.1-�..,.-.-�-.-.�-�l-.-,�,�.-.-,.-�.,�'ll-�--.-�- .-1%---1-1-1--- -1-11r-1-1-_%- _ -1-_.__--.1 16203 L0317306 EA 1H6 ARCH TOP WDW VINYL SH W/GR & SCRN 27 1/21' X 760t 16,103 L0364384 - 54 1/8" X 72f - _-, -,-.,-. - 1- _ -- _____ -,--- - -.- ...I.I.I......".11.. ..--...___..-__.1-__-11 --- 1_.___-11___1_.__-- '. EA 36 WDW VINYL SH W/GR & SCRN It � - - - --'- __'____- ---,-*-- ii6w�iwil_i i,i6i4---' -i-i'ii iiF---- ---- ......... -"""""'"'�"-""""'-"""""�"", 16,103 L0298906 EA IH6 TMP W/1/2.RD WDW VINYL SH W/GR & SCRN 27 1/2" X 90 16,103 L0327ii E� 36 ARCH TOP � """ -1_-_1-_...1_-1_--- -1.�..-,.,..�-1.��--.-...."-�-�--�.,-.-�.�.�..-.. .--.,�--..,-�-.1�-4-.--,..�.�-.--,,�.,�"...-�-..�-.1�.I..��,�.I. -�--4.4�-..'�.Z.-�-�--l-�.�-�--.-,.�-�-..��". "t -1. -----11-1;1--1-1 111-1--- -1-1 16104 i i444" """"""", "'ix", 4-- "i ......... 4--- ..... . ...... "W iiWcfi6iiW,R&`kR . ....................... . ...... ---- - - � -- - --- - --------- - - - ---"-'-'--; -----2'-4--"-X ... 2'4'-"-"-'-------- 16104 L0367490 EA - 4020 FXTMP WDW VINYL FX CLEAR NO GR 48" X 24" - � . . ....... I—- 11.1-_--1.._-__, , ____,.-___ ... .. .. -.-,4-..--4�.,--""-,�"-�.",-- �--,-.%-,--..--4-""---.---,-...-,--..--,-,,.-.�-.,��,,� -_7--_`--` -�.,-..,",.,�.111.1-�.."...".".41-111.1-1.11.1-1-111-1-.1.1 .%.�.I.-I...�".-.�."....'�'..�'.."-.��"...-..�..".".."...-�,�-.1.--.� , .._.'___ � I i6i9iiki' _ �- ! -FX-A-R -CH-M,- -P ------ - 1 "-W,-D-W-,V-I-N,Y-L"F-X"-W-H-T-'W"I-G-,R ........... - - -------------- ---- � --- --------------- - ----- - --- - ----- -"-- i 16103 L0430847 EA 4030 FX TM P � 16104 ... t"'.. It. _.. I-..-,. -_1-_.-, ..--------- "--.,--.,.-..---.,-�.-,--,.------.,---.I -------- --.-I -.____-_____,__ . 4 j Fi ;;. --I'-------- �___ WDWVINYLSH CLEAR NOG_ � 4r X 36*' .. !.-"-------------------------,--.,.4 ., . . ______. _ ------ �___ _,_,_,___,__ 16104 L0369491 7i � 2026 FX WDW VINYL FX WHT W/GR 24" X 30" 15865 L0434426 EA 4036 WDW VINYL SLIDER WHfil_i ,i-,ki�",-,-,""--,-,-"",--,-"-"-�,"--"""",-"-,"%,",i,-i""4"8i,""'X'�-4i,27"-t"",�,--*"�"i",-�,-i"i,-�"i t ........ t.,--.--_-----.. -.---",.-.�-'---�l.---."--,.--"-�--..I --- 11.111--., ,---"..�---�-.--,-.�-"-,��.-,.,.�l.--,,.-.",�.��-"�.-...-�."..--�.,.-.�.,-,�--�."�.-I".,-...�,-�,,�l".-.,�.-.,-,.,�...,-.-,�.,.,�."�.-I.-I"..�'ll,.,---.,--".,��",.,�--,--�.,�,�--".-"",-.�-��,�,--�.,�,,�,-.�1--l'I'll"�,-� 1-1--.1-1-- _ -1-11111111 , "I-1-�-1--�-.�--�--l-11-11--'-�-�.".��-1-1-.".,-�-,-.� �.-."�.-I-1-��,,��-��.�.�-�.�ll-l�"-.-",-,�11-11--l.--",��.��,-�l.--.�-,-.l-.,-"-�.- .%.."-"-...,,--.-,�-111,11-1-l'..,-.,",-".,,--.�,�",-.."�'- �.,.,.-,",.1.11'...'�.1,�,��.--� ....... . ._-,--_-_,._,..-- 16103 L0327818 EA 2030 WOW VINYL SH CLEAR NO GR W/SCRN 24" X 36" 1 15865 L03541i� EA 4040 WOW VINYL SLIDER NO GR W/SCRN 48" X 48" 1 1_1-___1_1.1_-__ ",.��,��,-�..,-..'��-"��-,---.�,�-�-.--�--...-.�--.-.,...,-, .--.-.-�--.�..,..,--.....-..�-.-.--,.--.-.,�.,.,.�-�,�--.....�--�-- ,.....--4--.-.-�,�---"�-�-A...--�.��.�e..-,�,�., - ��-."t,-t�.l�";,�..�.%,-�,,�-..-,-.-tl-%,.�.-!-.,.�,-., � 16104 i6i''5';2"-l"91"'6-"-*"'-""" _"E"A"", 4"-,-2-0'3"'O"F"X"'-"'-"""-"'-"""- �AW, ... D,-W,-,V,I-N"Y"L'�-F-X"'W"H--T,-W"/"G'�'R ------ ---------------------------- - .... � ---------- --------------------------- �-----2-4-,"-,X--3-6"""'-----'-"'- 16104 L0354141 EA 4040 FX WDW VINYL NO GR 48" X 49" A- __: - - --,!----,--,---,--.----l-�--------,----"--.-�---..-,,-.--,--,. �.,-..,--..,�.--"---,��--�-,---..Io --- �---!"-,--::..�.."-.�..'�..-.�.,�.-,.,4"..,..'�..,.-�.--,.-,�".�.�,-".�,,."�, 16103 i 'i"'I'' '"', �--_i�-__ h;ii'6__,____7,__;�q_ ,V -I -N Y_ _LS H WHT WIG R & S C R N 24" X 52" 16103 L0368324 EA 4050 WOW VINYL SH WHT W/GR & SCRN 48" X 60ft I., --i � __.1____.___1_._1__._- _,_._.___ .. . __ 1, .-----,.-.�-".-,---"-.-�.-----.,-�-.--�.�.- _____.___ s - i ii _ _ i 1 24" X 42" t"' ' * -'--"-- - ""-,---,---�"----,---,--,--,"-,�-,-,----,----�---,-:-,--"---,----,---"�-""""-%"",-,-"",-"",� ,__ ............. *--"",-,-,--4""-,",-�,-t-t"�""'%'-�"�*-�,--"t,-�",i--",i-�"�-,i", %. - 11-1--11i.. 11.1- -1.1-1t. .1- --1-1. ------�---,-.---.�11--l-l.--,-.----,---,-111--,. ,-----"---.--,--,-",.,.---,---"-"�....�l.-I.,,.�,�.�--"-�.�.,�.."-�l-I.-l.---.--.-,-I --.1-11. 1111-1 .- 11-1- -e--,-,-"".�",,--,-.--,.,--,-".,.I �11_ 11_-11.-1.._-11-- _i� 46�0__ � WDW VINYL SH W/GR & SCRN 96 1/2' X GO" 16104 2036 TMP FX WOW VINYL FX WHT %At/GR 16100 'Cb�iiii'6 . -1-1.11.-, I".---."-,.-",--,.-,-..,...�-.-.,�--.".�,."-.--,-,.�-�.�".-�,.---.�-� .... .. _-.,__,___ ........ ___-__. . ....... __.__. . ............ -,--".,,-",.---"..-,-"�-."-,�."-,.-,,... ..�.1--�....�.�-.�...�.I.I..'�...'��t-1.11-111.1-�ll.-Ill.l..�...--... . 16103 L0317309 EA 1 2040 WOW VINYL SH CLEAR NO GR W/SCRN 24" X 49" 16103 L0460341 EA 5/0XSj0 FX TMP WOW VINYL SH CLEAR NO GR 6011 X 60" 1�6j' 'It""' -11 "'I' ' �17'- --1111- �__'___ W�1_11 .-_1--1-___1.._.1 � . . . . . . . . . .. � - I .1 .., 11 _. - � - _. - - � 1. .- -, � 1. -1. - .- . .1. . - - 4 � .1 .- .1 . 1. - � .1 - � - ... - . .. .. I., - � 1- _. - -1 - � .. 1! t - 11 %11 - 1. tl- 1- � .., � � �._ � - 1, 1- . __ W.. . " t- - 11 al- - � 16103 66113 "-'E-A""'--,2,-0,4-0,-A,-R-C-H"'T"'O-P,--�-'-"'-'- �'Wb ... W, N-1 `NY,'L'SH, - W` --- J'G I .... &-S -C-R -N -------- - ------- - - - ---------- ---, - -------- - - - --- - - ----- � 4 - - - - ---------- - - - - ------- - , .....'�I.I...-."."�----...-...,...,...I ... 11 --.--- ,-----,.�l----�,-�-----.:;e�-,-.. __-__,_________; ___ .. -,- 24" X 52" 15865 L0298925 F -A 5044 WDW VINYL SLIDER WHT NO GR W/SCR q 1 60" X 52" 111---,-----.-.--,-,---.�,---..- �.�.�.--,..,.�.�.-..."j"-,..'�.-�,.�.-.41�.,.�.,."....-",...,..,.,.I 16104 L0362732 EA 2040 FX TEMP WDW VINYL FX CLEAR NO SCRN 24" X 49" 1610-4 'i 3S,947 -'- ' -SOS2FXTMP'-'------'--- %_____`WD__W_V-1NY-L F-,X-,C-L-E--A-R-N--O'-"G'-R,--,--'-"�--,--,*,-,-,--",-,--,-,--,- 60*'X 62" . __ k - 11-1----- �_____ �.---"--"---,---,-,----,-------- �-.---.�l----�--�----------.------.--,�1--l-1-1,11-,-"..-.,-."�, 1.1-.1-111., ........ �,,,.-�,.�,,.�-.11-111.11.11--l-11-1- I --1--1.-t1---,. 1-1. --il.t.-I.. ' 16103 � 6ii2'_'__' --i 1 �-i '� ,-,------- ,--W-,D--W-V-IN-Y-L-,S-H-W-,H-T-V-V-/-G,R--&-S-C-R,N--'-"----,----, �-- 24" X 64' � . t. -,-..It.,-.,�...�.,-.Iil�--.%..,.�..-"--. ---,.--,---..,-.,.---,-�-,..-.-.---� �_ 16104 L0295462 EA 54X12X24 ARCH111111.1___1___.! ----- -- ��,--4,.:-,-,--.....-..�"--,-.. I .--�,�,�,�.,..,-,.."..."�..,--,.-.--,�-�,.�-1".,�""",,-,�,."-."-..,..,l.-I."..,.�.,.,.. "-..,-,".,."".,-",,-..",--"��-"-"-.,.-��-.....- .-.,.,.,-.,..,..�.---.,�..",-,A--,-..,..,..,�--.� -_111 ---- "I .... . _.1__11.--. 4-1-1-11-1-1-11 WOW VINYL W/GR Se X 28" 1 .-,-�-""-,-,,,"-.'.,-,,,.,.-�,-�..tl-,-,-,-,--.1.11-,-�"4,-�"...,.,�1.11,l.-II.I�--l-,--.11.11. "I..,.,.-.�.-,.-�..,.,."�...�-l'..�..�l.-.�..",..,. 16103 .LQ4.1.716.9.2, . EA 2050 WOW VINYL SH CLEAR NO GR W/SCRN 24" X 60" WOW VINYL 1/2 RD W/GR 54" X 3 V, q. -.1 . 0. .- .� .� _1 -"-.-..,--,-. ."-.-.�.�-�-.,-.....�.�--.,.-�-..�-1.�.�,��'.. .--.-�.�..�-.,..4�-�..-.--..�--.--...-A....--.--�.1-1-�.�-..I '�-�l.-�141.1--.-..�l.--�..�l.--�-t.--�...--.. 11% ' ' .-I. -;%1-t- - -.--,. -1-_ � ._- �-.--.-.,.-�..-�,�-.-.,�--.,.-.�--�-.... ��-�,�.,.--�,�....--",-,.-,.,-.-.�.�1.11-.�'ll-�.,�,�.I.I.�.��."--,.�.��ll-lI ..�l".�-.,.-,�.."�",..-""�-,--,.��.�",--."..,.,.,-�"..--.,�l--..�,.-",�� 16104 L0295461 EA 54X27 16103 .L.029.822.9 EA 2060 TMP ARCH WOW VINYL SH WHT WIGR & SCRN 24" X 76" 16104 L0299910 -- - --- 58X28X56 112 RD . WDWVINYLW/GR I 1-1w. - 11., ,.._- -, -.-".-- 7�-.--..-.--,..---,----��,--.,�-.--,-.-.,�-.--...,7---�-.--�-.."---.--,---�-----�I __________.. �____ 58" X 61' � --....-10 ... 1----_-._- .-..,.,-.t:.�.-.-�l.l.-".%-�-,-�-�'..�",�.. ___� -iiaii4--"--'-'--""--"'-*-"�----,---,--�w- �_ - ,--",--�-----�"--�-"--""i,�-,----,-,--,----.,---,-.-��-..'�---,---,----.,. 1111_� �k,4,;�-,..,."�-..",�,'�l...Ii�--l't�..- 16103 L0298930 EA 2060 TMP W/1/2 RND WDW VINYL SH WHT WIGR & SCRN 24" X 98" 16104 L0298911 EA � _-....-- .111-.,-,-..�1.1--A.Il�1.11.11--4--"-..,.-.-".�.."...",",,.-.-.�-I..'�ll,.11111-l...,.....,.-.�",,.-."""....i.11-��1-1-�l.."."ll,",.".,.",.".-1.1111.1--l.I .... . . -I... .1��-1.1-1.1111-.�.-....-...,.".,-.,-,.,�-.."-�.I.�-11. --.1-1111441-1.11-111".. � �.%-�--.-.�,,�,�1-1.�--.,--.--.--,.-.,.,--�ll.-�-1.�,-,�"."�"-� !_., -.1.1'....0 . 111-111.' .141- � -.1111.11.1.,--111 , �. -.-.-.-.I.. .1.1.1 -1-1.11-11-1 -1-1 .11-11.1-,.- ___-, _ � -.1---l- 11--l. __.-..__,. ....... --- 16103 L0351034 EA 23 WOW VINYL SH CLEAR NO GR W/SCRN 39" X 38 3/8" 16103 L03146S7 EA IH3 WOW VINYL SH NO GR W/SCRN - 27 1/2" X 38 3/9- � -... %C It x so 5/89 . .-.�-.-.-,.----]-,.,-,-"..Ii.-�.,-,��.,�-�,,�,----.-".,-.-.,,..".---.-.-.-.--..,�..-.�,.�.�1-1---,-.-,---..--,�--.--",,-,.,-,�--.,-..411.il-11.11 I 11-111.1-l.---,-,�-1-1.11.11-1-e-..-�-�-...-,-. -11�l-..-�.�.�'..,.�.-Ill.l.-I--l.-I�...-,...,..-.�,--"..,-". 16103 6 EA NO GR W/SCRN as . i46ii' _ _-2-4------------- -W-DW-V-1NY,`L"SH ... C-L-E,A ... R-"'--'-""'--"-'-"-"--""--,- - - ------ - --------- ------------ 4----- - ----------- --,----- ...... i--f", li..-.It...-..,-..�..-.Ii.-�."-.t.� ... . .. --..,-- �-,--,---------"---,--------�--� --- __-_______j . . - �� f", I --- 16ID3 L0369187 EA 24 W/1/2110 WDW VINYL SH W/GR & SCRN I 38"X 74" Transoms . I --11-- _._ ....... d_.... ._ �.�.--.,��.�-.-......�-.,.--�-�'.....�.-�-.-�I ,.%-�-A.�.,�-...-�,-�--.�..,.,..1-1 --- 1-�.1.11-1.�,�.�1-1.�.-I-I-.,-�.�1-11.��.'I ____.._. .... -11111_-_._ I., . ..... I ....... _____________. �,_ ,��,.�-.-.�-1.�l.-----..,-�--.-�--�--�-�-..�,.�-.",....-..�--- � _ - ... '. I . . _-. ...... t- ' EA 24-5 W/FLANGE WOW VINYL SH W/GR & SCAN 38" X 56 1/4" 16104 L0429-519 _ __i ... � 2014 1 TR��j6 ' ��i'�&'�'W'_' _'_'_'jjj';'j'jF'__ I i � i6. .. � ,_,__..______..__ ... ____ _____.,__._,_,..__ ...... �,-,�-",�.,-�"""--.��--,��--,."",.",,�..'��-�-�,-,--�-"-..��",��----��'..�-- --�-.�".�".�-"-.!Z.,.".--.,".�.,�.,.-.,.,�---��---,�---,.-,--�,-�,.�--.- � - - - . . . .- .. . . . . -,----- ._'.. - .- . . . � . �. . . ... . ... .. .16103 i 4 i6 bi " ' " � "' 4 " t ' " : _E A- '-2-4-3 -0 ------ -'--" - ----- WDW VINYL SH W/GR & SCRN 28" X 36" .�,�-..,-��-.-..�,-.--,�,-�---.-..--4-t-��-.,--..�'..-,-,� . .. .... �'..��-,..�-"�."",-�.,..,.�-,-,-",� I.I�4�l-�.�1.11��.1-��'..,..'�.-... . .." -1.11- * , 16104 L0354132 EA 3014 TRANSOM VINYL W/GA i ,"", - - --------------- 36"X16'-__' _.____ ,______ -,-.--.,- �---,..---�.-,-,-.-----,-.----.--�--, .---",-.-,--"--,------,--,-,--�--,--��--�-�,-.- - __ ,.�-".O-,��.,�-,-",.,-"�,,�.,-.--�.-O-�-"�. _ 16103 L6i�i4ii"!"""!"",-,i.-�,--,-�-,- 4i i --,-----,----%--W-D-W-VI-N-Y-L-SH--W,-H-T-,W-/-G-R-,&-,$-C-,R-N--"--,--,---,---"---------�----- __.,_________ - -,-". _ . . ___,___, .1�.111I.i-.-,--.t.-".�.-�..�'t..'�... __ le--,�.--.,,---,�.----.--,.,�-.--,-.,�--.�.--.--', �"---,�.-,�z-..---.��-..-----.- ----,------., 28"X 4:21' 15304 L0354.133 EA 3044 _-____-__---1 TRANSOM VINYL W/GR 'I 38" X 16' . . . . . . . . ... 37" X 53" 36- X �i' - 16200 L0430846 EA 2450 TWIN WDW VINYL SH CLEAR NO GR WISCRN . 28" X 60" - 16-iiiiii-_ ___ �__ '_._-_-__._1 �----��l------.-----.--------"----..,--,,-.--,-.."--..-�--,-�,--.."-..� --------. ___ ---- _______,_____,___ %-1-_-c-_----- ....... -11. .-I...... .. - -.�.�-..�.."..�...;�,-.,!-,.,.,.;...,. -11�-.--Ajl�,��,�-.-.,.-...1.4-�--�-�--t",..--�-�.�.1-i-�..��.4-.-,-..�..�,ll.�1.111.��-�.I..�..-.,--,.�.,�.-.-,..��l-.-.�l-..-,--,.�..,-,:�.�,,-.,��,",.-",�,,�---,--,,-"�-.�..�-,..----.,---.....-",�.-",- � _______._'_ .16104 , EA 3214 TMP TRANSOM VINYL WHT NO GR 39" X 17`1 i& i i _ 1�ii 16103 'LO298908 EA 2460 TMP I WDW VINYL SH W/GR & SCRN 28"X 72 i 16104 �, _ , " - � -'iA- "' - � -3 ii�'W_6 --1.__-_--..1.11..-- i.��-�--l.-i�,�.-�.1-�-�.,�.---�.,�-..�-.-.,...�...,--�-i.,.-.--�I.I..� ....-...-.,�-..�-�.I..'�.,�-.-"-�.I.�-.--.,.-.- .-- ...1- ...... �_. ... - ,��'..�.11-..!.."..,.,�.,t��-....--.-�---,-.,-,----------.,---,--:, !---.,-------- ------' ....... . . . . . . . . . TRANSOM VINYL WHT W/GR 43'* X 2311 42" X 23" 1 -__1___.1____---__ 1_1____.1 ------ 1_._--___-_._-_1.__1_- 1-1--.--�1-1--l.11--l-1--,-----.---.."---�-..---,-. �.111.1-�.�.�.-�-.,...%-.,��-,.jl-.�.---..."jl-l��.1.111,�.1.11�. 16103 L0295456 EA 25 WOW VINYL SH CLEAR NO GR W/5CRN 38" X 63" 16104 _� _f I ,-.,,..-.. -1_.-._-_.-- - ____.______ -------- W___ 1'.. t0354134 EA 3624 ARCH . .-------,--.-.--,--,---�--,�-,-;--.,.."-I ------ __.. ________ _, ___ '_ - TRANSOM VINYL WIGR 43�y X 33" 42" X 331 16103 L0300838 E-A 25ARCHTOP WOW VINYL SH WIGR & SCRN 38" X 67" 16104 � jj __ __j��' '_j6j '-----�-�,---"--�----"'---,--- "------,--,T-R-�A-,-N-,S--O,-M--,-V, I-N,-Y"L--W-4,H--T""N-'O-'G"'R-'-"-,,,--,� ...... - -, ............. *4,-�"'-'-'-'-"'-""'"-'--", --,"l -t- - ,,!,-t,,!,-!,-,-�,-%"�,-�-,-�-, .",..,--.�."-..�,.��.�".,.--.,-.�'. �111_1. �--l'I.I..�.-Il.�.,�.�.�,-,.-...�-1-1.��.�,�,�-"..- 49" X 16" 48" X 15" .2- -, ._,_.1_1--_.__ .�-1-11.111I.-��."-.�....,-,�11-11-1-4�l.ill'I'l-l'..1-11.11�-,�-,-..'�'I'l.4."-,�-.1-11-I..'�,�. -111.1-.-.,",-.,",-"...Z.,..�-.11-�-111..-..�"....�-4..�,�..'�"-�, �".-t�.-I'�1.1-1�.--il�-..'�,.,.,�.,��'.....;,......,.%,: ..... .' -- 161.03 i6i�ii ... � '_iX _ %,-- i 'i 'if-hh" b-_,_------ -, " -L"'S'�"He*""",,�""-""",--"-�--"""'-",-,---,,�'-"-"""--"*""'�"'* '"- - - ----------- - -- - ------ - ----------------------- - ------ ----, 9 . . W/GR & SCRN 38" X 86' 16104 L0300837 EA- 4613 TRANSOM VINYL WHT WIGR 55" X 16" 54r X IS' - .6..'.&��. -1.1 -ii-A Al.- - � " � __-1, __'-_'---_-11_1._-_ "I-.-"�'..'��-.�,�--�.,.-,�..........",-..-.l-"---",�-..-..."��--"..---".-.---�..-�-..,.�,-�-- -_-_.1-..11_1.- "I�l.---",-�-.1.�.�,�.,.-.,��-.�...-.�..-."�.� ' __�S I . __ �'i �i `iii'��/GR & SCRN 74 1/2" X 75 Rv . ...... �,----,-"�R-i��iiii�-V,i�-i�WHT W/GR _'__'_ �i-i ",--"--'-"'-'-"'-'-""""1"'5'-4t,'-"'X""2'�'4"4',,t .. ....... %"' - ....... ' -- 16100 .�......1.11%.,-.:�..-.�;..:�."-"...-,�----.- is iii i __ � ,-.,-.. .-----..------.--.,-.-,..---,.--� --- ______.. ___.. 16104 L0295463 EA 4620 . -,--,-,-, - .,.-----,--- _______ "----,t----,-�--,-..,-�--.---".----,--".,-,--- -,.�,---,-:--,-,.----..-Z--,--,--."�-,-,-,,.,--.---�-.,�-.. . ___, __... -"."-,Z.."--,�,-"�.",.,-"..- L"! - 16100 L0300839 EA 25 TW W/ARCH WOW VINYL SH W/GR & SCRN 74 1/2" X 67" ____,_'___,__ ___ I __. __ , - . , - % -' -.11-%..-_____._ 1 16104 L0354135 EA 4626 ARCH TRANSOM VINYL W/GR 55"X 34" 54"�iii�� _ ... t - -- .-M.-_ ____1 I ------ �____1__1_1_1_._1_ �1--l.-.--,.-".",-"--.1-I."..,.,.-,-."-.,--.�1--l.I...-.---.-...".",.-.11.1.--,.,�.,-.,".-.,.,.,."I ... -....-1 ... 11.__.._.._11..-__-__.1 .... 11________,____ ... ... 1.__.-.._1..11.1..1._1.__.1 _.__� -i.111.�l-II.-I'�.-,----,."-,--.-.-I ...... 1--1__.-__.. . #$ .-,-A--..-%,--.---"--,--,-,-..� ...... �--�""-�-",�"-",.,-..-..'�.. -11.11-4l.--..".,,.��"-.L,.,,-,�.,�.-.1-1�.,�11-1-11-�-.�l,,.,,�.,.-,:,t�.-,.4..�.,�.�,�.�....� ............ . .. ...... -,--. . ........ - 16100 LD295457 EA 25 TWIN � WDW VINYL SH CLEAR NO GR. W/SCRN 74-1/2" X 63 1 16104 L0354131� . . . . . . - EA TRANSOM VINYL W/GR 61"X 19" 60" X 18?11 __- ___d_____!______ '....".,...%.-"t..-".-.,t�,�,,�..', ---.,----.---..,�---".---.-,---.-.--,.�,.,-.�,-..---."--.. -__,_______ __ . r I_ ___ �__ . _,____f___,_,______,___,_1__ -----------------�--�----,�-�-�-.-�-�,�.-�-,-A---�----------4-.-.----�-4-�-,--,�-.,�-.%--!-,-.-!--.-I--%-Z�.-� __ i6- SH W/GR & SCRN 380' X;96" lsio3 ii�io�`- "' --i -,2-5-W-/1-/2R6----- ,W`D-W--V-1N-,Y-L -------- ----"---------- -----,;----, - 16103 -L.03.6.9.490-1�..%..".,..-.t�rI EA .-26-1.-----,-----.,,I..,.-WDW.VINYLSH CLEAR NOGRVV/SCRN 38" X 72" . __ Doors I - I- �. - _.. ___ ,----. .--,---.-.,-�-.."�,��-,-"""�4.,-"..,-,.",-�..... . . . . . .. . .-,-. ..-",-�,.--,.-.,��",��,.".�.".�..��,-,---,",--".�-".",-,�-"""."�,.,�-,�,-�.I."�--,�-.,----,""�,��--� .. .... ___ - -.,....,-- ...___.___ ........... ......... _ �..-�.....'�..-�..��..-�..��."....-..I -__-_...-1 ....... - . - .16103 L.029S,459 [_14_ 26 ARCH TOP WOW VINYL SH W/GR & SCRN 38" X 76" . ft . I ------ --,------,,-,----�--��-.----.----..,.�- ---,..------- - EA 2/86/8 Door 35 5/8"X 83 1/16" 34 1/8" X 82 5/16 9 X9511 ___ I - - 1-1 .___-____.11______1 - ----- �_ %._____.__6 16103 i66ii4i -'-i f-7 AfW j ____[ _W6W VINYL SH W/GR & SCRN 38 ,,��_ 1--l--,--,--,--.--,-----,-",�"-.,.....�-,-. -11-1 1-�--."-%Izlll.11-�ll.�-11.1�111.1-0-...-,.,..-. -1-1.111-.111-, .1 o-- ,--j _d1_ -_'.% %.-:,.�,�,�.1-11i-.,.,-.,�,,�l-It..'�ill.---'-,-'--� ---- - -- ,----..,,---,.---.-----.---.",--. ---,-.-,--.-,-.-,-.,--.----------- ___ �. EA 3/06/8 r 39 5/8' X 83 1/16- 38 1/8" X 82 5/16" - - - " --�..,--.,-.----,--."-.--,-.,-.�..,e---,-.--.----- -�l---,-.---.---,-.--,-..�--.--,---,-.-----,---�'..'I ___-_ ,---.,.----�-.----�.---,----."-- �-,�."-.��.-�l....'.."..'�..'�-,�-I..,--�'..""-r":'-",*"-', -A 2/88/0 . - 16100 ILD43,44.4.12.�t..��.,...�-�". EA.,, -...--26 TRIP � I. WDW VINYL SH CLEAR NO GR W/SCRN 111.10 X 72" E� .4 t--_..._1__ - .,...-�-�,��,�",.�.--,.�,��.�-��.-A--�",-. ....,.--4-�'.......,-,,�.--"�,�,.,�,�--..-..��-��,,�,�l-I..�,�--��-1.11..-.".I.�,�,.�..-�l..�,,� .,-....--..."..-.."""��-".--"-,% 11__._1_..__._-_-_.,___, --1 -1�"..�.�.--,--..----,-�-�'..�-�....-�-.--�--, _____,_..-___..1_.__.1.. _ ._ - ____ Door 35 5/8"X 99 1/16" 34 1/8" X 98 5/16 . � -�.�..-.,.,..--�,�-�--l.l.,--..'I 4--14.1- . " ." - � .......... - 111- __ _11. _ __S____ � EA 3/08/0 Door 39 5/8" X 99 1/169t 38 118- X 98 5/16" 1 , -1______--_`.______ ---.�---------.--,-�--l.1-1--,--,--.�1-1. -_1-11-1 I _1 ---- 1-___-__1_______- ....�.,.�"-l'.�.,..�....�."-.,.,--.�.,.,.,.-."� ........ -1-1.1-1 . � . � I � - . I . . I I - . __ - . __ . . I I I I I I I . I � - I � . . - . - . . I � - - � - I � - . __ ___ - ____ - - __ __ rA R C H I T E C T S -) 0 esi n 4Grou Inc. 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com . AA #: 0003325 j % . - - - - - - I - . 9 - -_ I 1 /7 - - � I - � - - - _'; . a - � - - ' - � . � - I JAM - - - - I - - - - - AR NO I �, - 12079"_ - - DATE //21/18 A5 SCAY11=19-099 ,�XN/4 3 I - D7 . � �1610mmcmmmmar !LA stmmv. & M"r".."I KENSINGTON RESERVE (LOT 40) MODEXA: (VERSION#01) PROJECT#: 2997.000/04OR1 PAGE: WINDOW SCHEDULE L _j - __ AFX>irrF=C'r-. STATE OF R-ORDA � 111144j/ . - - - - - - I - . 9 - -_ I 1 /7 - - � I - � - - - _'; . a - � - - ' - � . � - I JAM - - - - I - - - - - AR NO I �, - 12079"_ - - DATE //21/18 A5 SCAY11=19-099 ,�XN/4 3 I - D7 NOTE: 8' TRICK, 3 COAT CEMENT Nom= PREFORMED PLASTER SIDE LAPS OF METAL PLASTER BASES _CONTROL JOINT- SHALL 5E SECURED TO FRAMING APPROVED BUILDING WRAP SHALL 5E LAPPED A WR3 LAYER,1=0RTIF(SER BU1LD(NC MEMBERS. THEY SHALL 5E TIED BETWEEN MINIMUM OF 6' 6 VERTICAL LAPS (ROLL ENDS) 4 FLANGE OF CONTROL JOINTS TO SE WIRE TIED PAPER (OR APPROVED EQUAL) SUPPORTS WITH 0.041.5 -IN. (1.21 -MM) WIRE 6' g HORIZONTAL LAPS. 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). AS PER ASTM C1063 1.5.1. WALL EVEN IF STUD EXISTS 5EYOND EXCEPT NOTE: LATH VERTICAL STAPLES W/ %8' LEG MAY 5E USED TO TEMP. WR5 LAYER 1, 5TUCCOWRAP FOR REPAIR OF TEARS IN UR5 LAYERS, LAP TO 5E 1' SECURE CONTROL JOINT DURING INSTALLATION (OR APPROVED EQUAL) TEARS MAY 5E PATCHED PEEL 4 STICK , M�>.'� TEMPORARY STAPLES TO 5E REMOVED AFTER THICK, 3 COAT CEMENT INSTALLATION - � . a: � ,:� rr . - x x X PLASTER WOOD SHEATHING METAL LATH METAL LATH � } FASTENERS TO 5E SPACED 'To "mMM. It STUCCOWRAP TAPE WR5 LAYER TO ro 8� �' Q.C. MAX VERTICALLY ,�. PROTECTED FLASH TAPE IRB LAYER #1, FORTIF15ER g BEHIND CONTROL JOINT WRIB 6• MIN TDAMIt [-AID stow ONLY (OR APPROVED BUILDING PAPER COR LATH SHALL NOT SE CONTINUOUS THROUGH PROVIDE TAPED TO R �D APPROVED EQUAL) PROVIDE 2X4 BLOCKING PLACED SHEATHING w/ WRB EQUAL) DIRECTLY CONTROL JOINTS BUT SHALL 5E STOPPED AND FLAT MAX. 6' TO 5' FROM CONTROL 02 OVER TOP. WR5 TO SHEATHING TAPE WRB LAYER 1, TIED AT EACH SIDS. PER ASTM (1063 1.10.1.4 JOINT WHEN .CONTROL.- -JOINT FALLS - = #2 To BE LAPPED URB LAYER *2 STUCCOWRAP COR ON STRUCTURAL STUD r .xTT ,Y r;«;_. rA �r3ua ,._.' T APPROVED EQUAL) . • WOOD STUDS � VERTICALLY 6' MIN.: 'FORTIFISER BUILDING NOTE: STUCCO OVER P MN »4'OVER DIRECTLY TO 51-IEATI-ZINC 1. FASTENERS FOR LATH TO 5E NAILS OR 7 PAPER CORALL L APO STAPLES IN COMPLIANCE W/ ASTM C1063 SHEATHING METAL LATIN. METAL APPROVED EQUAL) LATH TO HAVE 1' VERTICAL LATH 2,o - - 2. WIRE TIES TO SE (N0.15) 0.015' WIRE g VERTICAL LAP MIN. &PAPE R DETAIL WOOD SHEATHING 1 TYPE CONTROL JOINT „M�' � ' 3. BLOCKING SHOWN MAY 5E IN ADDITION TO KTa ti 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 TU10 PIECES OF FORM. FLASH i _ _ .USE FINGERS TO MOLD THE REMAINING HALF OF T APPROX. 6' LONGER THAN THE L HE WIDTH OF PIPE OPENING FORM FLASH I_TO THE SHEATHING, MAKING SURE THE FORM FLASH 115 TIGHT TO THE PIPE AND TO THE LOCTITE SPRAY ADHESIVE DIRECTLY SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. i TO 055 AROUND PENETRATION :: •::: . .. ,t 1' OR LESS PIPE PENETRATION . �.:. ;::..:....:.:::•. WOOD SHEATHING STARTING WITH THE BOTTOM WATER RESISTIVE BARRIER HALF OF THE PIPE, REMOVEx THE RELEASE LINER AND FOLD LAP SIDING (PER BUILDER) THE FORM FLASH 1 IN HALL= TAKE SECOND PIECE OF FORM MINIMUM LAP (PER MANUR SPECS) r , LEGEND (LENGTH WISE WITH ADHESIVE FLASH I AND APPLY IT TO THS r. • O THE EXTERIOR) TOP HALF OF THE PIPE IN THE WEEP SCREED ?;:, DRAINAGE PLANE ALIGN THE PROTECTO FORM FLASH 1 SAME MANNER, MAKING SURE .� , STEP 1 STEP 2 (WR5 LAYER I WITH THE CENTER OF THE PIPE. ADHERE THE OVERLAP AREAS ARE STARTER STRIP (PER MANUR SPECS) FORM FLASH 1 TO THE 50TTOM HALF OF5TUCCOWRAP OR PRESSED DOWN TIGHT TO THE MINIMUM CLEARANCE APPROVED EQUAL) THE PIPE AND WRAP AROUND THE PIPE. PIPE ,OND SH�,4TI-III�IG. �� • (PER MANUS. SPECS) w. UJR$ LAYER �2 TAPE WR5 LAYER 1. �: STUCCOWRAP (OR APPROVED z 5'X1' CONTINUOUS GALV. METAL z (FORTIF15ER PER I=BC 8103.1.1 STEP FLASHING (NAIL TO ROOF BUILDING PAPER OREQUAL) DIRECTLY TO SHEATHING EXTERIOR LATHING AND PLASTERING a DECK, NOT WALL SHEATHING) APPROVED EQUAL) WRB LAYER #2, FORTIF15ER r EXTERIOR USE OF PORTLAND CEMENT PLASTER N BUILDING PAPER COR CAP SHINGLE - DO NOT NAIL +-o METAL LATH X X X x SHALL COMPLY WITH THE APPLICATION APPROVED EQUAL) a a REQUIREMENTS OF ASTM C 926-12A. ADHERED SHINGLES TRIMMED . - - �: - : . METAL LATH STUCCO INSTALLATION OF EXTERIOR LATHING AND �-�X-: TO COVER FLASHING STRIP PROTECTO FORM FLASH 1 FRAMING SHALL COMPLY WITH A5TM C 1063-12AWOOD SHEATHING CONFORMABLE AIRNYAPOR X BARRIER TAPE DIRECTLY .:. TO SHEATHING SELF-ADHESIVE FLASHING INSTALL FASTENERS LOCTITE SPRAY ADHESIVE (CLIPS, STRAPS, STAPLENOTE: AS REQUIRED TO SECUREDIRECTLY TO 055 AROUND METAL LATH LATH TO BE PERPENETRATION X. PIPE/ WIRE To FRAMING SIDING STUCCO FSC 8103.1.1 / ASTM C-841-091 _ ELA5TOMERIC COATING MIN. 2.5 LBS. PER SQ. YARD E PENETRATION DETAIL x: (OR APPROVED EQUAL) - (uTILIT�r OR NOMINAL LATH DOES 3 PIPKt& OVER STUCCO/ C.V. FINISH„ NOT MEET SPECIFICATIONS) (SEE TYP WALL SECTION) L» FLASHING SECTION 4 SCALE Kia WRB: WATER RESISTIVE BARRIER A R C H I T E C TS Desi n rOUInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX -407-774-4078 www.abdesigngroup.com AA #: 0003325 stmDrv. a LOT: KENSINGTON RESERVE (LOT 40) MODElz SANTA ROSA (VERSION#01) PROJECT#: 2997.000/040R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT': STATE OF FLORIDA JAMES C AR N 12079 DATE -/b/21/18 sC �- . /4„_1,_O„ :SHEET WAI \000000000► stmDrv. a LOT: KENSINGTON RESERVE (LOT 40) MODElz SANTA ROSA (VERSION#01) PROJECT#: 2997.000/040R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT': STATE OF FLORIDA JAMES C AR N 12079 DATE -/b/21/18 sC �- . /4„_1,_O„ :SHEET WAI -) ARCHITECTS FAX -407-774-4078 www.abdesigngroup.com AA #.- 0003325 r qb � �vvvvvvavr SU'BDIV. & IAT: KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSA (VERSION#01) PROJECT: 2997.000 040R1 PAGE: WALL ASSEMBLY DETAILS ,51DE5 OF ELEC. METER 5ox AFTER STUCCO INSTALLATION • . • � � l r_❖.•.o�o� c '--FLA5H OPENING WITH PROTECTO FORM FLASH I SELF ADHERING FLASHING PER FLASHING _ _ ` _ _ _moi-�Ji _� � ♦� ►i i_i t a � , � � ��- 7j,)V,-e4METHOD AS DESCR15ED IN DETAIL 3 OF WAI_ ► a ..�L 171 ELECTRICAL CONDUIT KENETRATION 'PIPE )W�-4 L M APPLY I COAT OF SHER-CRETE rLE CONCRETE r • r i0000�A00i , _P_ _ LARGER R , f WIVE OR METER CAN COM50 OR METER CAN AND DISCONNECT i LEGEND DRAINAGE PLANE tl� LQ1'�R �l, STUCCOl�1R�P WOOD SHEATHING OR APPROVED EQUAL WOOD CONSTRUCTION WRI LAYER #2 %' HAT CHANNEL W/ �/8' WRB LAYER �1, STUCCOWRAP CFORTIFIBER BUILDING PAPER NOTE: 4 METAL LATH: LATH TO BE TYPE= 'X' DRYWALL TOR APPROVED EQUAL) OR APPROVE=D E=QUAL) WRB LAYER #2 FORTIP15ER BUILDING PER FBC R�03.�.1 /ASTM WOOD SHEATHING ( APPROVED EQUAL) METAL_ LATH X X X X C-841-09, MIN. 25 LBS. P PAPER ORSTUCCO r SQ. YARD tUTILITY OR ' THICK, 3 COAT CEMENT 4 PLASTER WOOD SHEATHING NOMINAL LATH DOES NOI WRB LAYER IfSELF-ADHESIVEFLASHING MEET SPECIFICATIONS) STUCCOWRAP (OR AM6(o-WFWC-180 CUSTOM CASING APPROVED EQUAL) BEAD COR APPROVED EQUAL) $' THICK, 3 COAT CEMENT PLASTER WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING WOOD CONSTRUCTION '• �. �} PAPER COR APPROVED EQUAL) WEATHER RESISTIVE WR13 LAYER - VINYL TOR APPROVED BARRIER I 6' SELF -ADHERE ING FLASHING EQUAL) CASING BEAD STUCCOWRAP WEATHER RESISTIVE APPROVED EQUAL) WRAPPED CORNER of CANTILEVER BARRIER 02 AMIGO AM(o(o-WFU1C-l80 AMIGO AM(o(o-WFWC-180 CUSTOM $' THICK, 3 COAT CEMENT PLASTER CUSTOM CASING BEAD CASING BEAD (OR APPROVED EQUAL) METAL LATH (OR APPROVED EQUAL) (W/OPT. WEEPS) 5/8' TYPE "X' DRYWALL WOOD SHEATHING D0 NOT CAULK OR W/TEXTURED 4 PAINTED FIN1-I ' THICK, 3 COAT CEMENT H�ADER/B�AM SEAL GAP VINYL CORP. COR APPROVED EQUA - PLASTER �' POSITIVE DRAIN WEEP SCREED NG BEAD DETAIL 15CANT. VINYL TOR APPPROVED*ffl7a EQUAL) CORNER BEAD NO GAP IN FIELD - - VINYL (OR APPROVED EQUAL) (SHOWN FOR CLARIFICATION 01= CASING BEAD SEPARATE ACCESSORIES ONLY) &L P EDGE INSTALLATION Kta FINISH LAYER (2 LAYER PEEL 4 STICK)= PEEL 4 STICK 3 X 3" 26 GA. GALV. METAL DRIP 1 �2"x3' "L' FLASHING FULLY (o'PEEL 4 STICKS DRIP EDGE SET IN FULL BED OF SEALANT, Y' EDGE TO DECK EMBEDDED IN ROOF CEMENT MIN. SPACE FROM DRIP FACE �'O TREX - 1 Y' X 3' 2(o CSA. GALV. METAL DRIP EDGE SET xIN FULL BED OF SEALANT, Y' MIN. SPACE FROM Y GAP FOR BACKE DRIP FACE TO TREX 1 Y'XI %' P.T. OR SIMULATED WOOD (TREX) Y¢' GAP FOR BACKER ROD 4 SEALANT ROD 4 SEALANT WEATHER RESISTIVE BARRIER #I FILLER (OR APPROVED EQUAL), CONTINUOUS VINYL (OR APPROVED EQUAL( 1st AY (2 A VINYL (OR APPROVED EQUAL) CASING BEAD CASING BEAD WEATHER RESISTIVE BARRIER 02 WATER PROOFING LAYER L YER WEATHER RESISTIVE BARRIER *1 PEEL 4 STICK) WRAPPED FROM WATER PROOFING 1st LAYER EXTERIOR COLUMN BALCONY DECK To CANTILEVER WEATHER RESISTIVE BARRIER (2 LAYER PEEL STICK) t.. PO rs Puu�� COLUMN SHEATHING APART FOR CLARITY , +COMPONENTS PULL�o (oSELF ADHERING 4 FLASHING 6' PEEL 4 STICK a DRIP EDGE TO DECK APARt FOR CLARITY PEEL STICK DECK MEMBRANE, EXTEND OVER DRIP EDGE 5181=LOOK 1'x3' 'L"LASI�(NC� SULLY SUB FLOOR EMBEDDED IN ROOF CEMENT 3' X 3' 26 GA. GALV METAL DRIP EDGE SET ® LL BED OF SEALANT, ANT, Y MIN. SPACE FROM IN FU S A Y' X 3' 2b CSA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y' MIN. DILL SLEETS OF PEEL 4 STICK DRIP FACE TO TREX MODIFIED 90 SPACE FROM DRIP FACE TO TREX ON 1 Y'XI Y' P.T. OR SIMULATED WOOD (TREX) 1 Y'Xl %' P.T. OR SIMULATED WOOD (TREX) VINYL (OR APPROVED EQUALS CASING BEAD ALL 4 SIDES OF COLUMN WATER PROOFING 1st LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS FILLER (OR APPROVED EQUAL), CONTINUOUS VINYL TOR APPROVED EQUAL) CASING BEAD PEEL STICK) WRAPPED FROM BALCONY Y¢ GAP FOR SEALANT Y4' GAP FOR BACKER OPT. BACKER RDD WATER PROOFING 1st LAYE=R (2 LAYER PEEL 4 STICK) ROD SEALANT DECK TO CANTILEVER WRAPPED FROM BALCONY DECK TO CANTILEVER 8 THICK, 3 COAT CEMENT PLASTER�� $ THICK., 3 COAT GEMENT PLASTER METAL LAT( ZZZ METAL LATH WOOD SHEATHING ... F _ WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER( WEATHER RESISTIVE 5ARRIER #2 TRICK, 3 COAT CEMENT WEATHER RESISTIVE 5ARRIER 02 $ THICK, 3 COAT CEMENT PLASTER 4' POSITIVE DRAIN WEEP SCREED PLASTER 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD VINYL COR APPROVED EQUAL) CASING BEAD - NO GAP IN FIELD VINYL TOR APPROVED EQUAL) CASING BEAD (SHOWN FOR CLARIFICATION OF VINYL TOR APPROVED EQUAL) BEAD (SHOWN FOR CLARIFICATION OF VINYL (OR APPROVED EQUAL) BEAD SEPARATE ACCESSORIES ONLY) VINYL COR APPROVED EQUAL) CASING BEAD SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION VINYL COR APPROVED EQUAL) CASING 5 AD BALCONY DRIP EDGE INSTALLATION 11 B ecau KTa ARCHITECT S PFI: 407-7746073 . FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 I 1 ,0000000001 11 C ecoi KraCOLUMN W 'T' FLASHING stmDIV. ac LAT: KENSINGTON RESERVE (LOT 40) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 2997.000/040R1 PAGE: WALL ..ASSEMBLY DETAILS ARCHITECT- STATE OF FLORIDA _ 'eW - JAMES C AR NO T9 DATE: SC /4"=1,-0» SHE T WA3 WOOD SHEATHING WOOD SHEATHING WRB LAYER #1, STUCCOWRAP WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL)" THICK, 3 COAT CEMENT WRB LAYER #2, F0RT1=15R 5TUCCOWRAP LAYER *2, FORTIF15ER WR5 LAYER , PLASTER S�,� BUILDING PAPER COR (OR APPROVED EQUALS BUILDING PAPER IX TRIM MEMBER 9 STUCCO METAL L�4TI-I APPROVED EQUAL) WOOD SHEATHING COR APPROVED EQUAL) ' ` WR5 LAYER 1, STUCCOWRAP TO SIDING TRANSITION METAL LATH x WIR5 LAYER 02, FORTIF15ER METAL LATH U1RB LAYER #2, FORTIF15ER (OR APPROVED EQUAL) SIDING BUILDING A ' THICK, 3 COAT4BUILDING PAPER (OR ' THICK, 3 COAT CEMENT UJRB LAYER �1, FORT(FIBER PAPER CEMENT PLASTER APPROVED EQUAL) PLASTER BUILDING PAPER (OR APPROVED EQUAL) _ WOOD SHEATHING A VINYL 6 SELF ADHERING METAL LATH L OR APPROVED EQUAL) (OR APPROVED EQUAL) ,.. _ .. .. ... FLASHING ANGLED CASING BEAD METAL LATH J' TRICK, 3 COAT f (EXPLODED DRIP GAP vlEw AOR CEMENT PLASTER "SELF-ADHERfNG FLASHING t�xr-�oD D � THICK, 3 COAT '�..:.�:.:�- ., - VIEW =o CLARITY CEMENT PLASTERD I CA WINDOW FLANGE WINDOW FLANGE WRB LAYER #I STUCCOWRAP WRB LAYER #1, STUCCOWRAP LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) UJRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER 02, FORTIF15ER BUf LDINC71 COR APPROVED EQUAL) CA51NG BEAD PAPER (OR APPROVED EQUAL) WRB LAYE=R 02, FORTIF15ER BUILDING (o' SELF ADHERING METAL LATH PAPER (OR APPROVED EQUAL) FLASHING OR PEEL 4 STICK ' THICK, 3 COAT METAL LATI-I SIDING TO STUCCO CEMENT PLASTER $' THICK, 3 COAT LEAL (o' SELF -ADHERING . . CEMENT PLASTER 8,,,_�ASING FLASHING 6'5ELF-ADHERING DRIP CAP FLASHING WINDOW FLANGE DRIP CAP WOOD SHEATHING CASING BEAD @ WINDOW CASING BEAD @ WINDOW WINDOW FLANGE METAL MATH *jLR"NO BAND FRAME, W BAND Eq13B : rrra WRB LAYER #I, 5TUCCOWRAP WOOD SHEATHING (OR APPROVED EQUAL) LEGEND WRB LAYER #2, FORTIF15ER BUf LD ING ;x WRB LAYER #I, STUCCOWRAP WOOD CONSTRUCTION BEYOND (OR APPROVED .EQUAL) DRAINAGE PLANE PAPER (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER 02, FORTIF15ER (WRB LAYER #I, STUCCOWRAP s' THICK, 3 COAT BUILDING PAPER FATHER RE515TIVE BARRIER #1 F OR APPROVE=D EQUAL) CEMENT PLASTER (ORAPPROVED EQUAL) FATHER RESISTIVE BARRIER 6' SELF -ADHERING L ASHEN G X Y�" LAP SIDING W/�" REVEAL UJRB LAYER #2 VINYL (OR APPROVED EQUAL) METAL LATH WEATHER RESISTIVE BARRIER (FORTIFIBER BUILDING PAPER ANGLED CASING BEAD ;r 7� 1 $ TRICK, 3 COAT CEMENT b SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER 02 OR APPROVED EQUAL) (EXPLODED PLASTER STARTER STRIP PER STARTER STRIP PER VINYL (OR APPROVED EQUAL) x VIEW FOR METAL LATH X x X X ' MANUFACTURER'S INSTALLATION a MANUFACTURER'S INSTALLATION r : ; CASING BEAD CLARITY) INSTRUCTIONS INSTRUCTIONS STUCCO a WOOD SHEATHING Do NOT CAULK OR SEAL OPENING (o' SELF -ADHERING FLASHING CASING BEAD RAISED SELF-ADHE5IVE FLASHING GALV'D METAL 'Z' FLASHING GALVD METAL 'Z' FLASHINGBAND FRAME Kra DO NOT CAULK OR SEAL OPENING NOTE: 15 , STUCCO CA51NG BEAD 4: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-09, MIN, 2B L55. PER SQ. YARD (UTILITY OR 4 NOMINAL LATH DOES NOT GALV'D METAL 'z' FLASHING MEET SPECIFICATIONS) SIDING TO STUCCO C BLOCK TO FRAME TRANSITION V 5Q kLE= N.T.G. STUCCO CASING BEAD $' THICK, 3 COAT CEMENT PLASTER THICK, 3 COAT CEMENT WOOD CONSTRUCTION BEYOND PLASTER WOOD SHEATHING 6' SELF -ADHERING FLASHING SEALANT YTo WNCCW METAL LATH SEALANT METAL LATH WEATHER RESISTIVE 5ARRIER1 ATH RESISTIVE WRB LAYER #2, FORTIF15ER BUILDING WEATHER RESIST( VE BARRf ER #2 ER RE T(VE BARRIER #1 TO LAP WINDOW FRAME PAPER (OR APPROVED EQUAL) 5 - 6' MIN. ABOVE TOP OF 'Z' FLASHING WOO A D SHEATHING ' WRB LAYER *1, FORTIF15ER �' X Y' LAP SIDING W/�o REVEAL FATHER RESISTIVE BARRIER #1 WINDOW FRAME (o SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #2 a=- BUILDING PAPER COR APPROVED .EQUAL) STARTER STI MANUFACTURER'S 4 GALV'D METAL 'Z' FLASHING WRB LAYER 1, STUCCOWRAP f E -Z BEAD VINYL (OR STRIP PER RER DO NOT CAULK OR SEAL OPENING APPROVED EQUAL) CASING INSTALLATION INSTRUCTIONS (OR APPROVED EQUAL) WEATHER RE515TIVE BARRIER #I TO LAP b' WIDE PEEL 4 STICK (W/3/' FLEXIBLE PVC BACKER DO NOT SEAL OPENING 6' MIN. ABOVE TOP OF 'Z' FLASHING WINDOW FLANGE OVER FLANGE ROD INCLUDED) 2X FRAMING MEMBER E -Z BEAD VINYL WRB LAYER M, STUCCOWRAP GALY'D METAL 'Z' FLASHING (OR APPROVED EQUAL) CASING 2X FRAMING COR APPROVED EQUAL), E -Z BEAD VINYL (o' SELF -ADHERING FLASHING BUILDING WRAP (W/%8' FLEXIBLE PVC BACKER ROD MEMBER WRAPPED AROUND FRAMING INCLUDED) / (OR APPROVED EQUAL) CASING MEMBER BA f (W/V FLEXIBLE PVC BACKER ROD) A RR ER #1 #A Y 6' SELF ADHERING FLASHING E Z BE D VINYL COR APPROVED EQUAL) PPL FULL BED OF WOOD SHEATHING SELF -ADHERING FLASHING CASING (WI%' FLEXIBLE PVC BACKER SEALANT BETWEEN Y' THICK, 3 COAT CEMENT PLASTER ROD) - FLANGE 4 BUILDING WRAP DETAIL EXPLODED FOR FATHER RESISTIVE BARRIER #1 FATHER RE515TIVE BARRIER #2 CLARITY - WEATHER RESISTIVE BARRIER #2 SIDING TO STUCCO EZ BEAD WINDOW CASING @ FRAME TO FRAME TRANSITION Cl7 sc :Kra SGAL.E= N.tB. , ARCHITECT$ Desi n 10 u I nc G . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 StmDIY. 8e LOT: KENSINGTON RESERVE (LOT 40) MO DEQ SANTA ROSA (VERSION#01) PROJECT: 2997.000/04OR1 PAGE: WALL ASSEMBLY DETAILS �IIIIIIIIII �oovvovvoJ StmDIY. 8e LOT: KENSINGTON RESERVE (LOT 40) MO DEQ SANTA ROSA (VERSION#01) PROJECT: 2997.000/04OR1 PAGE: WALL ASSEMBLY DETAILS CUT HOUSEWRAP AT 45' ANGLE MODIFIED 'I' CUT IN I-IOU5EWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL TEMPORARILY FOLD -UP 4 SECURE I-IOUSEWRAP (OR �.. ',P UNDER) at HEAD STEP 1 INSTALL A' SI=LL= -ADHERING ALIGN FLEXI5LE- SELF-,4DNERINCx FLASHING W/ INT. EDGE OF SILL RD. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL SELF -ADHERING—/ FLEXIBLE FLASHING AS THE FLASKING AT THE SILL +0' SELF -ADHERING OVER VINYL DEAD 1G (WITH END DAMS) NAILING FLANGE FLASKING OVER NAILING. EXTEND FLANGE AT JAMBS SELF -ADHERING FLASKING 1' MIN BEYOND JAMB FLASKING INSTALL VINYL mnln r A gn jr)A R C H I T E C _LS-) Desir1nc Group FAX -407-774-4078 . www.abdesigngroup.com AA M. 0003325 qb \DOOOODODOJ PtUiD APPLIED PLA-%41W.x (LANGO , r WITE-SEAL RC -865 OR EQUAL). IJ 11'�l f JVBDIV. de LOT: KENSINGTON RESERVE (LOT 40) MODEL: STEP 8 STEP 9 SANTA ROSA (VERSION#01) PROJECT#: 2997.000 040R1 NOTE: PAGE: I. IT A TIlE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL WALL PRODUCTS INCLUDING HOUSEWRAR ASSEMBLY SEALANTS 4 SELF -ADHERING FLASHING DETAILS MATERIALS USED DURING CONSTRUCT ION. 2. INSTALL ALL MATERIALS PER'°'FCHrrr=�' STATE OF FLORIDA MANUFACTURERS WRITTEN SPEC IF I CAT IONS 4 WARRANTY _ REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASKING MAY REACT ADVERSELY IF NOT - - ?ISLL FALL FLASHING INSTALLATION .r COMPATIBLE. _ lAk= DETAIL MASONRY 18A �, KTP, DATE: 21 /18 NOTE: „ s SEAL INTERIOR scALE: 1/4 =1-0 sLo SILL ER R PERIMETER OF WINDOW to EXTERIOR` .. ------