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HomeMy WebLinkAbout2322 Tudor Rose Dr; 17-3374; NEW SFHM l' CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Appliciition No: 1 r1— 3 -,-)/ � 1_1 �7 Doctiniented Coustructiou Value: $ P; "`z, I Job Address: 2322 Tudor Rose Drive Sanford, FL 32773 11istoric District: Yes ❑ No ❑X Parcel 11): 17-20-31-5VC-0000-0210 Residential ❑X CUII'Inercial ❑ Type of�Work: New[A Addition ❑ Alteration ❑ Repair ❑ .Uellto ❑ Change of Use ❑ Move ❑ Description of Work: New Single Family Residence Pian Review Contact Person: Vicky Otero Phone: 407-692-9820 Fax: Nance NVR INC, dba Ryan Homes Street: 4307 Vineland Rd #H20 City, State Zip: Orlando FL 32811 Title: Production Admin Entail: votero@nvrinc.com Property Owner Information Phone: 407-692-9820 Resident of property`? : Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Nance: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: N/A Address: Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.corn Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE 01" COMMENCEMENTtNIAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE .JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENDTO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. t certify that no work or installation has cormnenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical wort(, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in efteet as of that date: 5°i Edition (2014) Florida Building Code Revised: June 30, 2015 Perntit Applicatiun s RevisionERW A City of Sanford • Response to Comments 11, " ;.,.., Building & Fire Prevention Division 1� Ph: 407.688,5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 17-3374 Submittal Date 1/18/2018 Project AcHress: 2322 Tudor Rose Drive Contact: Tracy McDonald - Ryan Homes Ph: 407-692-9831 Email: trmcdona@nvrinc.com Trades encompassed in revision: ® Building ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention ❑ Building Fax: General description of revision: Removed bedroom on 1 st floor, added study. ROUTING INFORMATION Approvals SF 2-a•`1'� ti +gyp �,.,. �a1 A _: AF , anhome L;0111 11 ARCH I TIE C T S STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: RYAN HOMES — ORLANDO 4307 VINELA.ND ROAD, SUITE 102 ORLANDO, FL 32811 RYAN HOMES — TAMPA 1409 TECH BLVD., SUITE 202 TAMPA, FL 33619 DESIGN CRITERIA: FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION(2Q17) ALL LOCAL AND STATE CODES e OCCUPANCY — RESIDENTIAL, GROUP R3 • CONSTRUCTION TYPE — VB MIN. INTERIOR FINISH — CLASS C • BASIC WIND SPEED --- VULT = 150 MPH — VASO = 116 MPH • RISK CATEGORY —' II ® EXPOSURE CATEGORY - EXPOSURE C 1—STORY RESIDENCE • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES ABBREVIATIONS ASV. ABOVE LAV. LAVATORY A/C AIR CONDIT IONING LWM. LUiMINOUS ADS. ADJUSTABLE M.C:. MEDICINE CABINET ALT. ALTERNA'T'E MFR. \IANUFA�:TUR?EI? AMP. AMPERAGE MIN. NIININIUM BD. BOARD NtTD. MOUNTED CL CENTERLINE,, \ITL. METAL CAIS, CABINET N.T.S. NOT TO SCALE`� CI,G. CEILING O.C. ON CENTER CLR. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON GOND. CONDENSER PH. PHONE Ctrl'. CARPET PLT. PLATE X1.71. CERAMIC TILE PLYWD. PLYWOOD D. DRYER PR. PAIR DISI-.• DOUBLE P.T. PRESSURE TREATED D.G. DUAL GLAZED R. RISER DIA. DIAMETER RAD, RADIUS DIM. DIMENSION R.Q.G. RETURN AIR GRILL DISI'. DISPOSAL DP. DEEP REF. REFRIGERATOR DR, DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL. DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA. EACH SHT. SHEET I:I.EV. ELEVATION SHTHG. SHEATHING EQ. EQUAL SHWR. SHOWER EXH. EXHAUST SIM. SIMILAR EXT, EXTERIOR SL. SLIDING F.G./FX . FIXED GLASS SL. GL. SLIDING GLASS F.G. FUEL GAS STD. STANDARD FIN. FINISH TEMP. TEMPERED GLASS FLR. FLOOR THK. THICK. FLUOR. FLUORESCENT T.O.C. TOP OF CURB FR, DR, FRENCH DOOR T.O.P. TOP OF PLATE FTG. FOOTING T.Q.S. TOP OF SLAB GA. GAUGE TPP. TYPICAL GAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED G.F.R. GROUND -FAULT CIRCUIT OTHERWISE INTERRUPTER V.P. VAPOR PROOF GL. GLass W. WASHER BD. CiYP1M SUBOARD W/ WITH H.B. HOSE BIB WD. WOOD H.C. HOLLOW CORE WOW. WINDOW IIDR. HEADER W/H WATER HEATER IIGT:ORHI� HEIGHT W.I. WROUGHT IRON L INSU. INSULATION INT. INTERIOR S Q . FT. CALC. S DATE REVISIONS DESCRIPTION SHEET # INDEX OF DRAWINGS DESCRIPTION CS GN 1 2 4 4A,1 5 5A 5B 5C 5D g 7 8 9 9.1 D1 D2 D3 D4 D5 D6 WA1 WA2 WA3 WA4 COVER SHEET. GENERAL NOTES FRONT & REAR ELEVATIONS LEFT & RIGIT ELEVATIONS FIRST FLOOR PLAN SECOND FLOOR PLAN STAIR SECTION FOUNDATION PLAN FOUNDATION DETAILS DOWEL PLAN , LINTEL PLAN (LOTT S) LINTEL PLAN (CAST—CRETE) FIRST FLOOR FRAMING ROOF FRAMING PLANS ENTRY SECTION DETAIL FIRST FLOOR ELECTRICAL PLANTS SECOND FLOOR ELECTRICAL PLANS SECTIONS/DETAILS , SECTIONS/DETAILS SECTIONS/DETAILS SECTIONS/DETAILS SECTIONS/DETAILS SECTIONS/DETAILS WALL ASSEMBLY DETAIL WALL ASSEMBLY DETAIL RECORD COPY WALL ASSEMBLY DETAIL WALL ASSEMBLY DETAIL _ f � �. s `' k I wu �iNc 'SF SANE°�� ��'��r� ART r r� '� ! s STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO, 12079 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 WIND SPEED & EXPOSURE CATEGORY BY COMMUNITY AYERSWORTH GLEN 150---B BAYBERRY WOODS 150--B CARRIAGE POINT 150—B CHAMPIONS RESERVE 140-B CREEK SIDE 140-B DRAWING CONTRACT DOCUMENT REVIEW BY BUILDER CYPRESS PRESERVE HIGHLAND MEADOWS 140—B KENSINGTON RESERVE 140—B THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS,. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANA'T'ION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND T4 ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELYFOR MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. LAKES AT LUCERNE 140—B LUCAYA LAKE CLUB 150—C McCORMICK RESERVE 140—B OCOEE PINES 140--B ORCHID ESTATES 140—B OSPREY LANDING 150--C 18t �LFLRLI1tfNC� (,209 �5Q. fit. 2ND FLR. LIVING 1,29+ r7Q. FT. TOTAL LIVING 2,560 SQ. FT. ENTRY 5m SCS. Ft. [�A� ��- fit. LANAI 242 aC,�. F�'. TOTAL 3,305 SQ. Ft. SERENOA 140—B SHADOW RIDGE 140-8 SpUTHFORK LAKES 150—B VICTORIA TRAIL 1 40-B THESE PLANS ARE DESIGNED AND ENGINEERED A WIND SPEED AND EXPOSURE CATEGORY OF 150—C RESPECTIVELY. IN THE CONDITION THAT THIS HOME IS BUILT IN A WIND SPEED AND EXPOSURE CATEGORY LESS THAN 1.50---C, PLEASE REFER TO GENERAL NOTES SHEET (GN), SECTION TIMBER, NOTE 20 FOR EXTERIOR STUD SPACING. 'GA- Lies i n r o u 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 vmmabdesigngroup.corn AA #f: 0003325 Boom Si BDI:v. " Lon KENSINGTON. RESERVE (LOT #21) GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED/d'. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSIITPI 1-2007 NATIONAL DESIGN A. FLOOR LIVE LOADS JPSF} STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED A1. SLEEPING ROOMS 30 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT 7O ARCHITECT PRIOR TO ANY CONSTRUCTION. TO L1240. A2. ATTI CS W1 STORAGE 20 Al ATTICS WIQUT STORAGE 10 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R3'11.3.1 IN FBCR, 6TH EDITION (2017). 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT A4. POOLROOMS 75 POLYMER PAINT. A5. BALCONIES 40 A6. DECKS 40 MASONRY '10. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SI MPSON" STRONG -TIE BY SI MPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL A7. STAIRS 40 CONNECTIONS WITH THE SIZE AND NUMBER, OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. A.B. ALL OTHER ROOMS 40 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 8606 OR WITH THE PROVISIONS OF TMS 402! ACI 5301 ASCE 5. 20. DRAFTSTOPPING 70 COMPLY W1 FBCR, 6TH EDITION (2017) SECTION 8302,12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE B. FLOOR DEAD LOADS fPSF} CONCEALED SPACE OF A FLOORICEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9W). B.I. ALL AREAS 10 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. C. ROOF LIVELOADS 21. MAXIMUM STUD LOAD CAPACITY (SYP#2) C.1. " MINI MUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE 8301.6 OF THE FBCR, 6TH EDI TI ON (2017). 3. OPEN -ENC) BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO, CELLED BLOCK, FRAME WALL HEIGHT (@_ 8'4" D. ROOF DEAD LOAD PSF) 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITHASTM C270.07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. WINDSPEEDIEXPOSURE '140MPH/B 140MPH/C 140MPHID 15OMPH/B 15OMPH/C 160MPHIC DA. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE 2X4 STUD SPACING 5- 16" O.C. @16" O.C. a@ 12° O.C.c�7r 16" O.C. (c) 12" O.C. NIA THAN'/ INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. E. WIND LOAD CRITERIA 2x6 STUD SPACING @ 16" O.C. @ '16" O.C. @ 16" O.G. @ 16" U.C. C) '16" O.C. a_ 16" O.C. E.1. BASIC WIND SPEED VULT. =150 MPH, VASD = 116 MPH 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 E.2. EXPOSURE CATEGORY C PROVISIONS OF SECTION R606,2,11 OF THE FBCR, 6TH EDITION (20'17) E.3. WIND DIRECTIONALITY FACTOR (KD) 0,85 22. INVENTED ATTICS, BAFFLES ARE REQUIRED "TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (20-17) ENERGY CONSERVATION. EA. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. E.5. OPEN BUILDINGS 0.00 PLUMBING @ �± PLU MDING E.6, ENCLOSED BUILDINGS ±0,18 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF} REINFORCING STEEL I. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. F.1. GUARDRAILS AND HANDRAILS 200 F.2, GUARDRAILS IN -FILL COMPONENTS 50 2. WATER SUPPLY LINES SHALL BE: GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE 8301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL.CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE 2.1. CPVC. OR STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2.2. PEX CONFORMING TO NSF 01 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES " PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA 8137.5 PER R2906.4 ARE FOUND 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). " FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. " PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 10'F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL 3• CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 112 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH. BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. BE OBTAINED BEFORE PROCEEDI JG WITH THE WORK. THE CONTRACTOR WILL BE RESPQNSIBLE FOR THE RESULTS OF ANY ERRORS DISCREPANCIES OR OMISSIONS IN THE CONTRACT r DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL " PIPE SUPPORTS SHALL BEA MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR,, 6TH EDITION (2017) DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. ALSO SEE "DRAWINGICONTRACT DOCUMENT REVIEW COMPLY WITH ASTM 01116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) " CONDENSATION LINES SHALL BE MINIMUM'/"" PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. BY BUILDER" NOTE ON COVER SHEET (CS). 4. ALL VERTICAL REINFORCING BARS, IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH 3. CONDENSATION LINES SHALL BE MINIMUM %," PVC (SCHEDULE 40), INSULATED WITH''%` AMAFLEX. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY APJD CONSTRUCTION PROCEDURES, "TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OFAT LEAST 25". ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" 6. THE STRUCTURAL DESIGN 13 BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY WHEREVER POSSIBLE. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" 7. SIZE AND LOCATION OF CLEAJOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.1. #6, W1 OR D31 AND SMALLER 2" 3 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. NO STRUCTURAL MEMBERS ARE 70 BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C. I. ##11 AND SMALLER 3/" 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE D. BEAMS & COLUMNS: INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION 8301.2.1.2 OF THE FLORIDA BUILDING D.1, PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1Y" 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, CODE RESIDENTIAL, 6TH EDITION (2017).6TH EDITION (2017) 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT 2 -STORY GYPSUM BOARD 11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. ELECTRICAL 12. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" AF.F. AND MORE THAN 72"' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE 1. UNDER STAIR PROTECTION: THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (20i 7) AND NFPA 70, NEC 2014 EDITION. A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH /,'GYPSUM BOARD, GARAGES AND CARPORTS 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A M41NER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE FBCR, 6TH EDITION (2017) ^SECTION 302.7 DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) EXTERIOR FINISHES 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 MIR WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 4. 75%OF LIGHTING MUST BE ENERGY EFFICENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 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, C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 6. 125 -VOLT, SINGLE-PHASE, 15- AND 20 -AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS 6. CUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM 0926 BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 318 INCHES THICK, OR 20 MINUTE FIRE RATED DOORS AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE 8302.5.1 3. LATH & ACCESORIES PER ASTM -C -1063-11A & R703.6.1 OF THE FBCR,, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: 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 CONSTRUCTED OF A MINI MUM 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. - ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS - "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS OPENINGS INTO THE GARAGE. TIMBE p --PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN!4 -INCH GYPSUM BOARD 1� - WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS EDGE DETAILS APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR CASING BEAD DETAILS CORDRIP - CANTILEVER DRIP EDGE DETAILS CORBEAD DETAILS EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN VI -INCH GYPSUM BOARD OR 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN -- NnNDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS EQUIVALENT. A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) - WINDOW FLASHING DETAILS WORK YYORK B. NATIONAL FOREST PRODUCTS ASSOCIATION: 6.1, NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION SHALL BE INSTALLED PER ASTM -C1063 - I IA AND R703 OF THE FBCR, 6TH EDITION (2017) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.4. C SOUTHERN PINE INSPECTION BUREAU: C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 71N. (118 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE D. TRUSS PLATE INSTITUTE: ASTUG-1063 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. D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES(TPI-2007) THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. E. APA - THEENGINEEREDWOOGASSOGIATION: 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 -01063 E.I. ENGINEERED WOOD CONSTRUCTION GUIDE 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 F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 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 MAINTENANCE 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 2 ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. A Fb = 1,100 PSI Fv = 175 PSI E = 1, 0 PSI IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. VERTICAL B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTI , AN CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER D HOMEOWNER KNOW OF THE I MPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERE11T CONTACT THE ARCHITECT. 3. LUMBER. FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE ##2) OR BETTER (UNLESS NOTED OTHERWISE). CONSTRUCTION OBSERVATION 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE 0R MASONRY MUST BE PRESSURE TREATED. 6. 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 1. CONSTRUCTION OBSERVATION SERVICES! CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 2. IT IS UNDERSTOODAND AGREED THAT AB DESIGN GROUP'S SGOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR B. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)INTERPRETATION 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION 8602,6 AND 8802.7 OF THE FBCR, 6TH EDITION (2017). OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. B. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE -1 OR '112" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. '10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOI EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 9• FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 518" OSB EXPOSURE -1 OR 518" CDX PLYWOOD OR 15/32" APA -RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS 11. 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 AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, MID COUNTY BUILDING AND ZONING CODES. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE 7y" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED, ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. SHALL ONLY BE USED. CONCRETE 11. WALL SHEATHINGSHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE -I OR'112" CDX PLYWOOD OR 15/32" APA -RATED O.S.B. OR 1/2 "ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AJD THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 P31 AFTER 28 DAYS, UNLESS NOTED 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2: 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 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM 033-03, MAXIMUM AGGREGATE SIZE SHALL BEY,'. THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH 4. PROVIDE O%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 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. 5. BRACE FOUNDATION WALLS, RETAINING MALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL CONTROL DATE. 01/01/18 ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. A R C H IT E C T5 LONGWOOD, FL 32750 ^ PH: 407-7746078 FAX:407-774-4078 www. a b d esigngro a p. co m AA #: 0003325 FEZ KENSINGTON RESERATE (LOT #21) PAGE: GENERAL NO'T'ES JAN I U 20111 // W W. RAISfE17 STUCCO / BANPINC� +1 +2+1 \ 4�� ARCH STUCCO BAND DTL. V� +1 + 1 +� STUCCO BALD DTL. I° 2'-mq +2 COLUMN STUCCO BAND DTL. 5CAL.rz: 3/4 s 1'-0' ENTRY & GARAGE ATTIC VENT CALLS AREA OF ATTIC 192 SQ.Fi NET FREE VENTILATION AREA REQUIRED (1/160) L28 SQ.FT. REQUIRED VENTILATION AREA (1.29 x 144) 184.3 SQ.IE. SOFFIT BENT VENTILATION PER LF 11.74 SQ.IK/LF REQUIRED LF OF SOFFIT VENTILATION 161 LF MORNING RM. w LANAI ATTIC VENT CALCS AREA OF ATTIC 454 SQ- FT—IM FREE VENTILATION AREA REQUIRED (1/300) 1.61 SQ.FT, REQUIRED VENTILATION AREA (1.61 x 144) 217.9 KIK MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 217.9) 109.0 3Q.IK OFF RIDGE VENTILATION AREA 115 KW./m SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./If TOTAL # OF VENT'S REQUIRED 4.96 TOTAL # OF VENTS PROVIDED 1 REQUIRED SQIN VENTILATION IN TOP OF ROOF 109 SQ. K REQUIRED LF OF SOFFIT VENTILATION 10 LF PROVIDED IF OF SOFFIT VENT'ILAT'ION 62 LF 2ND FLOOR ATTIC VENT CALCS AREA OF ATTIC 1296 SQ-FT- Q- T.NET NETFREE VENTILATION AREA REQUIRED (1/300) 4.32 3Q.Fi REQUIRED VENTILATION AREA (4.32 x 144) 8221 SgJK M.W. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 622.1) Mi.0 sq -1R OFF RIDGE VENTILATION AREA 118 nm/w SOFFIT VENT VENTILATION PER LF 11.74 34.IN./Llr TOTAL # OF VENTS REQUIRED 270 TOTAL, # OF VENTS PROVIDED 9 REQUIRED SQIN VENTILATION IN TOP OF ROOF 311 KIN, REQUIRED LF OF SOFFIT VENTILATION 27 LF � Ct:r-RII v�NTS 3/4" 5RG. I -GT. vw/ 8" HSI [- ter P. TEXTURED C NTIOW COATING FER (ASTM C9249) 12 lTl'F) r 4 - CE: Rf Imo' AR%a ------ i ®' - 8 3/4' 2NU 1=1=. '9 4" [ RG, HGT, NPR. HGT. P-2" '"DEAR" ELEVAT-10 ELEVATION] IAO' -O" 1=1N. PLR. rARCH ITECTIS 1441. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAx:407-774-4078 WWW 2hffi—ionOrmin —m L�J SU DIV: & LOT: KENSINGTON RESERVE (LOT #21) q:1/4,1;=1,_a„ SIMET I OF 9 ARCHITECTS FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 � IIIIIIIII �Mal om0000r Q . FT. CALC O ) IST IrLR. LIVING. 1,269 50. FT. 2ND r -LF, LIVING 1,2 6 SQ. FT. TOTAL LIVING 2,560 $0. FT. ENTRY 50 5G2, FT. GAfRAGr= 453 SQ. FT. LANAI 242 SGS, PT. TOTAL 3,305 50. FT. EXTERIOR MA50NRY WALL BRG. HEIGHTS NON-BF;n. WALL CONPOMW AM CLADDM WIND LOAM 1�7 WWN W EXMDMM FOR GUSTS CALL 0 BOUAM wmum WWJDR WE ZONE 140 WH WW 21'-4"x111-�M a' 1 v-4' CLG. COLVvN WIDT 111 7r 1 112 1/_ 1-0 1-01 192' 84' 5 2�? 851-32:69 2 24 3080 OR 36' %11 4 3018/- 218 3 38 (2) 26-61-1 16' 12' S 29.13/-31.11 4 33 (2) 25-W 16' 63' 5 29.41/-31.13 5 50 (3) 25 -SH 114' 63' 5 26.35/-33.25 5A 50 6080 6w 14" %11 5 28.591-31213 6 33 (2125-6H 16' 63' 4 29.41/-32.11 1 11 25-5H 38' 63' 5 30.841-33.55 8 11 25-5H 38' 63' 4 30.84/-40.60 WIND DESIGN CRITERIA A. 15A91C U11ND 3F'EED MPH (3 5ECOND GUST) VUI-T -150 / VA5D =11 (o MPH 5. INTER? Al- 1 68UiR�H C: r=Pr—IC3 =NT ■ + .18 C. R15K CATEGORY =TYPE fl D. EXP05URE CATEGORY C NOTE: VALUES FOR COMPONENT5 4 CLADDING F RE55UIRE ARE 1BA5ED ON THI✓ Vult DIEOIGN WIND 5PE3=D. IF15CR, 6T44 1=D. (2011) ALLY THE5E FIRE56URt=5 TO Or= MULTIPLIr=0 BY OA, TO MEET THE ALLOWA3LE OR NOMINAL TESTED VALU3=6 U5r=P 13Y PRODUCT MANUi~ACTURrHR5. *RIOR TO DMYWI4L INSTALLATION ON ALL PRAMM MMIMRS T-0' FROM TM FIN :.00R WILL EE 5F'RA'rED AND Ti;$ -:ATM IU/ATE' A TEWIT� T1RIHATD 5t='RAY 2'-o ' -�11_ 1' 211 1 DEI.. Tol° FL ATE N I 2x4 WOW }RAM*P7 • 16' oic. CABINET SECTIO 3 1/21 1'-0" 2'-0" - PE L n Kok t1 - m 10 8" Aad" f 3'-411 �. !4 1 — .,. 11 401-011 181_8° 21'-4' FURST FLOOR PLAN SCALIE:- 1/4 = P-0' ELEVATION 11311 I ARCHITECTS -) FAX:407-774-4078 www.abd esigrlgrou p.com AA #: 0003325 S'U] D][V & LOT: KENSINGTON RESERVE (LOT #21) ]PAGIM: FIRST FLOOR PLA: H5 --6x(o P.T. POST W/ IUD. ';/OUTDOOR KITCHEN (3) 25-6H uIRAP TO 8'-4' ASF. X14 -IN I 1 � J �� I SCREEN m MORNING Rei. III (MAA)I COVERED LANAI III (EPL M 130x O TO MAT�I 21'-4"x111-�M a' 1 v-4' CLG. COLVvN WIDT 111 7r III •--, 1/ 11-10 IfI i1-41 141-011 cv Ii ` E3 I I I I III - -- (:�)(2) 25 -SH ' jr CAD NET GROU,N MOULDING (TIK) I H 81-101 �'_m" 213'-2' r CSI A I DINETTE I GREAT ROOM Q- '_--I ='-4' CLCD I ITILEJ I 9-4cAlT) KCH?N E* I I - 91-41 I y 1 (TILE) 42' HIGH MAILING — ( 2'-10' RF •ii 4'-�" / I-411 M Ki' :J `f • 1 �I—/ II // 1-1/A1 Li 6 K/ 2'—�ll L' 1-21 5I—all 4'—''j'" J F /t / $ DBL, 6TUO law1�z co fv ( ) �,.....� - PANTRY D �' 1 -,s 8'-e' cL SI IG 4A I - I - (OPT. V-4' aG-) - _ -- (TILE) F0�'DE �. II ' 1 ryp yy ��''y O 1111-� 1 L5IU � -4 r1.O. I I n 5-�i1I lTIL1=J }s l r1 . _ Q 4X4 PST DI3L. STUD—/ I I I I- I I I I I v GOND. 1�1p"{y/�y �" RIT L L. J- - - - J - �'-�" 51-Q,1 Y .� �,-�, 151-rn11 ro C D13L. STUD ® s STUDY I MAS FOYER - 22—CAR GARAGE 11 -0 xl2 -4" 3 �'-4' C.LC� *� 121-0'40'-4' (TILE) - x sv � i 0 I (2) 26 -SH M.T. LINE OF 2ND FLR. AEV. - - ^ � - - � ` - 1-01. 101-411 2I-411 1 'n b °� TONE VENEER ENTRY i - 121-01 cLG. - _ I6'-0" x 1'-0" OHGD 6! 1® 1 41 —8" '"SL/" 11011—/All I—�l' r'_al 21'-4, 121-011 401-011 FURST FLOOR PLAN SCALIE:- 1/4 = P-0' ELEVATION 11311 I ARCHITECTS -) FAX:407-774-4078 www.abd esigrlgrou p.com AA #: 0003325 S'U] D][V & LOT: KENSINGTON RESERVE (LOT #21) ]PAGIM: FIRST FLOOR PLA: AND CLADDM WIND LOADS BASIC WIND EXPOSWE FOR 3 SECOND eters CALL* 90UAFIE DESKINATION WK/011 am ZONE mmmvim vlelum w maw I (5 3051 -SI -1 361 dal' S 31.06/-41.03 2 15 � 36' 61' 4 3106/-33.16 3 3051 -SN 361 9?1' 4 31061-33.76 lrCaR�SS 4 4 4013-K� 45' 12' 4 31.90/-3460 5 1554 3051- 36' 61" 5 31D6/-4103 3 6 15 SS 36' dal" 4 31.061-33.76 15 MP 36' 61' 4 31.06/-3.16 FEWIND DESIGN CRITERIA AVC WIND 5PEFD MPH (35ECOND GU5T) ULT=150 / VA5D=116 MPH 5. INTERNAL, PRE55URE COEFFICENT=+ .1B C. RISK r_ATEC*;1RY=TYPr= 11 D. 1=XPOSURE CATEGORY C NOTE: VALUES POR COMPONENTS # CLAPPING PRESSURE ARE 15,A5ED ON THE Volt GSI=SIGN WINP SPEED. r-3 R, &TH ED. (2011) ALLOWS THESE FIRE55UREG TO 5E MULTIPLIED PY 0.6 TO MEET THE AL.LOWA51-E OR NOMINAL 17E5TED VALUES USEP DY IIRODUCT MANUFAGTURER5. 9RIoR To DRrWAI-I_ INSTA-L.ATIGN GN A -L FRAMINGs Mp-MIR5 T -O' FROM THE FIN. 9.00R WILL 5E SPRAYED AND TREATEV W '50RATE' A TERVE TREATED 5F'RAY ------------ --- I I I I I 401-011 4'- I I' 14'-31 '7I -r 41-411 1411 401 - 305 -SH P SS IR -151-1 - �---- ------2 Ov A PP. b0'x34' _2` 13��CaLA59 �6 F- _ 7 1 8Holt1ER PAN ' I O' C s' G. OWNER I OWNER'S SUITE r eCARPET) BATH 61 's I (AMA)(CARPET) c� 2 3� g' (TIL) -01 6'-S' LAY. LAY. 6 ' S31�X,22" Ga 11-41 - N r Wr �, 2x6 a'- ' CLGL STUDS 12" I) 1� A 1 11 4 -SI -1 ' L---1 _ , �:. MAX WG. 2-6 � ID LAY,;k771 1 , u� 1v5 c BATH 1 ` - 4,4. a -r� CLG. in •9 .� LH(TILE) ' `� i'-4" 3'-�' 41-47W cX1 `� c0 12' -ID" 2'-4' IPS' -IDS 1-0' rt' -6" 6'-2' �` Q W N 0 I 42' HIGH RAIL[ BEDROOML2 st " II'-4'x13'-6'_ �I $ -crit) 1 BEDROOM#3 Zo LOFT a' -o' CLG. - � (CARPET) to I w'- r 3051-5H 3051- 3051-%4 EGRESS G I 4x4 POS( ICES l 1 l I I I I L � LINA OF IST FLOOR MLOW _ — — _ — — J - io LINE OF IST FLOOR mLow 12'- 0 11 2'-4- 12'-0" 401-011 SECOND FLOO-R) PLAN 5CALE. 114 = 1'-0' ELEVATION 11511 rARCHITEC?S 'moovaoll 1 FAX:407-774-4078 1 o_j SUBDW. & 3LOT: KENSINGTON RESERVE (LOT #21) MQDEr: SANTA ROSA (VERSION#01) R C N I T E C T S 1 FAX:407-774-4078 I S1=CUREE STRAP A/C UNIT" SIMPSON W5 ROLL TO CONC. 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MORNING ROOM 9'-44 CLCD i ®,------------r� ---'--- - - -\- III III I III III LANAI I 9'-4" CLCD. I ®I III �I III � III III (2) 25-5H I ®®L I I I I I I r __ II I I I I I _ II I �Vy '413 I II I I II KITCHEN 9'-4' CLG. r --FI ---n 1 1 I II I Ir I I I II Ii I II I I I II I I I I II POWDER �.. DINETTE i GREAT ROOM 9'-4' cLG. I 9'-4' CLC:. I - ' J � � cy � I - STU DY 9'-4' CLCD. / FOYER 9'4 CLCD. - - 2 -CAR GARAGE 9'-4" CLCD• \ () - M.T. - - - - - - - - - - - - - - - - - - - - - - - - f ® A. L.G. L4� F _ ■ ENTRY - 12'-0' CLC$. 1 - .�.'. �. - -..• _.-" -- - - - - ._.- - - 2222-. -. - - - - .'�' �' -- _ 16'-0" x 1'-0' OHGO LINTEL PLAN- 5CAL.E.- FEt1E:RAL h1pTE5. L rODES I•I. COLE R 511 ENTIAL, 6TH FIDITION (20717), .SECT(CNJB R40?2 4 R _-6 1.2. FLGR:fGA 5UILDING GOD= RE51DENTIAL, roTH EDITION (2t t1), SEGTiGi{5 15('112 t 21(7)1. 12., FAIILDING CCIDE REaUIREI,IENTS R FG. f?Elt•IPORGEfJ GGNCRETE (A( --I 313-5043). 1.4. AMERICAN 5G+ IETY (77.(1 ENG1HEE1i.5 MINIi'1UT-i DE51aN LOADS FOR BUILDING: AND OTHER STRUCTURES (ASC= 143V. 2 CQNr_KZTE: 2.1. CONCRETE GGMfIfZT=5511/E 5TFQ.F_NaTH AT 23 DAY5: 2.1.1. FIFE-C45T WA/ TAXDARD FEiNF<,FCEMENT 4000 FSI PRE -CAST W/P RE$TRE5$ REIN PRGEMENT-Fi©DG P8I CaROIJT PEP. ,A3Tr"t 04.16 - 31000 F51 1W/ MA, ..3/?.' ,�.�:s�_ECa�4TE, el TO II" BLUr'fp- 22. REII'IFCF'r_ F3134F.5: 22.1: SrEEL FLA --Er;) IN F=F-�FC45T LINTEL AT TIME OF FA2RfCATfON A5TM A61a (GRADE 60) 2'? 1 STEEL IN LINTEL AND KNOCKG'UT BLGGK (f L.A,7ED IN FIELD) AOT -1 Aala (GR.ADE 40). 23. FFE-9f `✓5;D oTR?NPS A5TM A41 , `i-UJfFE, 5TRE55 F:ELIEVED 2 I K51 "A. DETAIL REINFORCEMENT IN AC00RQANGE WITH AV 315. 2.5: CGNCi2ETING OF_R,r'TfG'NS SHALL COMpL Y WiTH AGf STANDAF<;)5. s. r-tA6oiIR'r: :1321. DESiCsN At'LrD CONSTRUCTIGN :SHALL CGNFCFul TO THE vFE:GIFICATION GF THE NATIONAL Cc)N17RETE 11ASGNRY F18✓^CIATIPN AND AGI 530 -tea. 3.2. MINIMUM MA°ONRr' UNIT 13TRENC�TF1: F1'1 1500 3.3. MORTAR. SHALL �{ TYPE 5. 4. r1TiZUCTURAL; 4.1. 5/ -FE LOAp VALUER,,N-. iaASED r, -;N LINTELS HAVING A BEARINcz OF a" (WITH A NININUi'1 ACCEPTABLE se 1i?INc: OF 4" FER FLcRIDA 1=UILDINc, coDE RESIDENTIAL, 9TH EL1ITION (20111, SECTION K.h.14 Q11 FLORIDA 51JILDING- COr?E RE51I?ENTIAL_, 5TH ErATION (26714), FEG-TION 21214,Ir2 WX RIOR MAS< NRr WALL 5%. ; EIWT6 man����i NON -5%. x. WALL LOTTS R-�-v CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 L INTr=L NO. SAFE WORKING TAbLE No. I LATERAL LOADS (PLF) 5. x 8" LINTELS COMMENTS L-1 11'-4' JNTEL MBTF 58ED S:'FE LATERAL ' <FLFJ LVAR5 LINTEL i4ECESS�p SATE !ATF -RA!_ LC�A[.�5 _. (PLF) Tc 16 I:arU1 T yf� 8"r8' PLAUi SY3' 3VL�.V Iota) Lrw� h 8/16-5-(1U/(1,L, T pe 8' D9GR f EAC-cR FLAIrI a' DGGR 14EADER SOL'�p 2'•I'�' ---� Pr�ia7F I i99a 398$ 3'-43' 3366 Prc�aot ilT2 2711 3'-6' Precast 1169 nh 4'- ' Lr -8 Flxaot 9434^ 1611 4'-F' Ft9cdat e41 1614 I2' 2421 Frxaet Prwaot F61 las >E71 Ulf, ,•6' Recast 6315 126 e, 4.4� 4-1 Powat Sec 63 43'43' W12 Pr�aot i9 1!65 V-4' re ast 666 ODD 5'`43' _ !2! R - rrxaat ExD 1111 5'-'t7' Preceat 343 12!:5 6'-a' 1,-0. f2)2 Fri ant 5@4 964 W-4' Frawat 634 L64� Precast 411 TET 6'-0' Pra,.J,t 642 12434: 5'•43' Y y'-6' I@'•@' 19.6' Fr• nat 356 - 5T@ :� -d' Fr9caal � In rn1 Prscaat Zea- 5li ..T 6 Fmcj4t 446 7S4 1511 V-01 0' FFEgAWAST l' -d' prrrut 1145 994 - F}9vaot 991 914 b'•4' F-C4ot I 354 145 9'•4' fitmcaal 211 5433 '@'•6' F7eca.l I, ;T}3 T4 Fr•.ca.t 1w 62@ 'Y-@' Prccaat WiYecncl '64 549 !2'•b' g54 13 5.:4 13'11' F'r"cant 116 404 14'•9' flmw5l 99 391 14-3' Frgytr9009d rJA, 9.112 5'•4' freotrew%9 NA. 922 8'15 525 traetreaeed NA. 213 T•4' F 9etre:o-ed 1711: 175 29'-Pl tYeslrea6ed 4711, � 159 21'-4_ freotraea�d � NA. 131 22'-4' Freatratand NA _ 24'-@' fih30tfe669d NA, 91 NF • N"t f-'rccmaend xi 299 43@ aV LOTTS R-�-v CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 L INTr=L NO. LENGTH TYPE 91-4" E3HT. COMMENTS L-1 11'-4' 8128-8-0AJK1)L MBTF 58ED !--� 4'-6" 8A4-6-(1)U1(0)L i4ECESS�p PRECAST (2112 6116.6-(PU UL 6115 1--4 _4385 8/16-5-(1U/(1,L, 4•@' L, -4A PRECAST BID'S-(UU/(UL ?71 1--5 rt'-6 Sll�^5-(143.1/(111-. 3366 5'-& LINTEL PKCA5T - (2)1 J.. -`t U43 2i65 2225 24613 Lr -8 4'-6" 8/16-S-ll�ll(0A FT•+ECAST TABLE Nu. 1 REINFURCING SCHEDULE & LCAU CAPACITIES SAFE WORKING LOADS (PLF) 8" x B" L.IrITELS Lrd1EL LENCnTH 2 •'P7'' CLEAR SPAN I' -n' LINTEL 1YFE FREcASr 51m giII-LED C4FAVIn' CAPACITY 4245 GRAVITY GFtAMY CAPACITY CAPACIri (1;'<,L (Vr51J (U':L CnP '111] 7869' UPLIFt CAPACIIY 05L (IA'>'tl P5' 9'- UPLIFT CAPACITY OIL Nnu 00ev WrTD11 HAIR (211 ^-^ TCA EAR (2)2 GpAYl ri CAPACITY (U5L CI)% @@@@-- -04V REINFURCINC SCHEDULE & LOAD CAPACI IiES PRECAST (2112 (2)R 6115 393' 3&37 _4385 4615 4•@' 2'•5' PRECAST (2)2 ?71 y 1133 2111 2111 - 396 3366 5'-& LINTEL PKCA5T - (2)1 (2J 2 U43 2i65 2225 24613 26m, 4 •d' 3,_-`4 FT•+ECAST (2)1 (2) 2 1232 T Wil MIT 242 2421 5.4' 4'-Z' fT•tEC45T (21 S 1'=J •I lE'E'6 _ 1661 ! -51 [IV 1631 (1)'+3 (2)2 E -0W PRECAST (2) "3 W12 I -D _ 1423 14.3 14141 I6@9 6'.4.9' FfiECAST F'RECA5T W-4 _ !2! R - 14@ 1243 1283 1216 -(415 b 571._11 FTaECASi(2)' 1 -- f2)2 117 123° 12321145 ¢0z'@ _ 1342 b a 5'-4' CAST _PRECAST «1-1 " -� (•) h 662 --11(34 _ - 1@61 1195 V-4' II-•}' 12.9' I@'•@' 19.6' W (?7'4 (2) 2 5T@ __W4 391 9T 325 ITv�? - 12.6' .6 Fr�F-CAST (2.)14 (', i t2 'W 959 °Fi9 7S4 1511 V-01 0' FFEgAWAST (2)'4v «) 2 511 w.? %:271- - T- W4 _ V44' 7'-9' PRECAST --,_ (2; ml (2) b lea FN y"1 64a 301 9'4 V.0' -77- F'FECAST (2)'4"4 272416 620-•0 '12E 115 � 499 197 1@'•6' . F'FECA5T «)14 TV g54 5143 61a- 3FS7 613 - 11'-�F' _ %P-@' FFECA&T (2) 5 (2) 1) 3G _ 67 41161 311 601 _ 12'-U' 1fD'-a' F"r'EGAST (2) 5 f2/ 9 4099 8'15 525 _ 211 .61 6-a' 11'-2" FPECA&T _ (T5 - (21 9 211 446 49431-_ 261 512 13.4' Tr -i5;». FFECA5T (1)1, 2.127 9 - 255 455 'Da _ 214 42 4 @' 12' FrECA9T «) "> _ ('2) 299 43@ aV h@ I@'- 141 31 'S ^ V-41 a-@' FT=E5rRE$6ED PFE6iF9=£6£12 (2?.N (2).2 1{R ._ 416 41a 'L3@ --446 (2) hl (2) 2 1{P 179 5'19 210 .112'1 IT -4 v' -V rr 91FESSED (L7 04 «12 iLR 238 2Gd ffi1 311 19'•4' 16-D' F-Eb1FEdED «15 (L)") TM F24 22.1. 131 2r4 2@'•@' 143'•0' r4t67'FEN3ED (2)S (L)+1 N.F. 2@1 241 122 ?31 21'•4' 2@'•@' rFESTFEMED (2)'"11 i'/J ") RF. Ili Ill !01 209 Yi'-@' 2@'•0' PFE91F£63ED (2)'9 ('+) 9 ilR. 164 I 154 W I% 24'-9' 27'-0' Fid SIN�SSED (?) 5 (2) "3 {fi 32 32 &} 63 TABLE No. 9 TABLE No. 10 REINFORCING SCHEDULE 4 LOAD CAPACITIES RF.INFORCII'10 SCHEDULE & LOAD CAPACITIES L4]4 - SAFE WORKING LOADS (PLF) SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER 8" X 14" F'F_-CESS DOOR HEADER 1(?rKt) r/} • +� Lir{ICL r! EFVz L2•I1EL TYPE ! INTEL 3TEFL IfILLEP GRAVITY GRAVITY u!"Upt UPLrrr LINTEL +_ A1� I.NiEL TTFti LINTEL $TEFL 4 6F'AYItY GRAYItT UPLIFT � UPLIFT In ETWHI &PAH GRA T -f CARAVrf CAPACItY c4p4r-IrY CAPA_-rtr H aPNT Ld ?+QTTC"I BAP. TOP BAR F 1 , , �,, CAPACITY CAPAWY CAPACITY CAPACITY cy-CAPACITY (V L (V,% (IFA MW (IASL (li X (I�_ UnU BQTTCTY ,.AR TQP WR (0.5L (I)5L (IAIJ di vL 01J"Al lV � 3'•6 2 - PRECAST "'(2j1 (212 _ Ui7 5 -_ 228 '-.- '2234-6' 2 - ff¢--_- 4'-© L �' PRECAST - «J L 1271 1131 4125 Ff25 M3 1263 W 4-D' 2'. e, F CAST (2) R 1272 3n51 .Pr9D@ 1 �Nn L7ETL+D 4'=1 2'-I@' FTIECAST (21.1 (2) 2 1@42 192@ 52@ 1119 Ilm 4 -2' -!@' rREC r n _ 4351 «) . (v •2 s52o 9^'6 - 6143 101I 1'-4' 3`•@' PRECAST (2)1 (2)2 963 C'3@ 1'39 696 6"6 4-4' 3'-@' tREC'A$T (2)2 (2121G4id t953 br39 95v6 �j $ 4'•8' 3 i' ""Er„,yT (2/" (21 +'t i --W& A - A 7 ()R (1) • 2519 1 5150 175 12':•1 lf;,l 131 1390 4'-d' 3'-4' C v n 4'-4' FRECAST '121 "3 !4132 598 346 �6 �d3 IS7'V V -al T-4' FK -CAST (1) 9 (Zj� 3574 381@ _ 3211 _ kD-42-- 8 /8^CJ-�1� 5�t�f. 8/�,�. -(1\ '�•�\ 5 6•b 5-i FREC,^-.ST l2J 1'4 '~ (?T. 456 693 693 668 iA 6'-'u-'- 5'.•1' f;nCA5T (21.4 (2)'2 2133 2133 _ 2259 2835 a'4' PFEi,4U -«J "4 (113"! 315 568 555 451 col '1-d' 6'4' FFECAST (:',)143 -,I- 210 :I@0 1645 22119 6'-a' 7.4' PRECAST '(2) S 2 •! r 3'6 4a@ 4W 313 516 f -CAST «) 14 « •d 0T✓9 Il!D 1241 1195 9'-8' 1 6-4' 1 11 (71+4 1213 415 4.5 731 4',2 9'-0" V-4' F1;CA5T W14 T-1516 1436 914 IEvTb NOMINAL WIDTH/HEIGHT OF LINTEL 3r I[-PLAIN OR SOLID LINTEL [8/16-P4U/#L] r Na, OF ADDITIONAL #5 BARS IN UPPER �''•'ti.: t OR LOWER LINTEL CAVITY 1w, • 1) #6 CONTINUOUS (1) #8 CONTINUOUS00 • kt•r p! .�+t13� 3+ ••^, •� ,+: ,� ( • . ,• 13 ■ ' 8"X18" KNOCKOUT 8201101( �-16-•- 8'X16" KNOCKOUT BLOCK r ti,�t• '' �vin � � + �i1° a • j' ~ ! ° •�~« f a --ttv J .� a« l � �'�' ', a« � � I o '"• '' � - ati •'m ±� • • ' 4 Aim t' • • ' • °, ' wti« �•i PSI GROUT ' ,L« •10 30pI) PSl GROUT 'J. A41 • '.! ° i � : a .• �',Yv ., 4 v.. ' r`• :(PLACED IN MELD) Fa : r (PLACED IN FlELD) y • , mvs irroa �" _ Uycp . �. « r tciaoa �• • �� •!s r , r• a r Z TOP BARS: r TOP BARS' t01c0 nl : �° • ' t �° t °I SEE SCHEDULE °f' SEE SCHEDULE " ' r, �,. ► •'.: ' ." „tit •d ° +• �. (1)m CONTINUOUS a w I (1) /5 COIVTiNUOUS 443'••4® Al •tea. ,ra =( --i °' :4 , •'a 1,..''; - .°•� • is � to : 2434 °• jg•. °• "' ,' •, al 2" STIRRUPS AT 4'-0" CC rt'7 r•'•+° ••f ' '�• _,� '�� fnt0 -1431 ()iED OR YIELDED) _� -1 (11ED OR WRVIELDED) T 4'-Q" cc 4:. nno . BOTTOM BAR 6 ' + * A SEE SCHEDULE (PRECAST) -BOTTOM " ` _31^r. (PRESTRESSED)nw� 3 Ja/14' 8 13116' (2) STRAND'S 7/18--- 313. 7 WIRE STRESS RELIEVED uN. 114 n1r. 4,114 CABLE PRESTRESSED �,3 DIA, 7. 71 8/32-S-01 X5/(1) #5 8/16-S-(1) 0AI) #5 8/16-s-(1) #5A1) #5 PRECAST PRESTRESSED 8 20-S- 1 1 5 24-S- 0/(1) wi irn i-� R 11 d -C-(11 Hr; //11 .ur; RCAITECT -Ag!!Z;) PH: 407-774-6078 FAX:407-774-4078 www.abdesigrigroup.com AA #: 0003325 4 - _ fJaLE__ L. 4 REINFORCING SCHEDULE & LOAU CAPACITIES SAFE WORKING LOADS (PLF) 8" X 'Lr}" COMPOSITE LIN IEE:; TAEi1 F NO. S LINTEL LEksTH 2,: to- 31•6' CLEAR BRAN -7- -w 27 LINTEL TYPE PFECI 8T FRECFlST LINIEL$ILLL --• DOT Icii f'AR TCP tw< -(YT'1 >? 2 - (2) -2 W-2 w1drT CAPACFTf (V)SL (UStJ k�i@,n . 3361 GpAYl ri CAPACITY (U5L CI)% @@@@-- -04V REINFURCINC SCHEDULE & LOAD CAPACI IiES WI.FT CAPACITI' W151- 0,13U 4•^95 @ 4-@'- 4,4'. 2-a' ,_ 3.-2. Y-4' rVECA5T PR-, AST PFIECASr (2)'2� (':.)"1 6139 (2)1 5014 (2) -2 !� -� •}653 SAFE- WORKINU LUAUS (PLF) 19Tr.'"li�7/ I 9D :129 IStE•OD le'Z'p9 1000 5'-4' 4'•@' PRECAST (2).13 UPI � 8" _ X 20" COMPOSITE LINTELS 1251 Ip9@9 ,_ 5'-& LINTEL CLEAR LINTEL TYPE LNTEL 6TEEL GRAVITY GRAYIIY WILFr� UPLI7t LENGTH SPAN 9101 C-AFACITY CAPACITY CAPACITY CAPACITY. WTi�M rCf'-__._._ PRECAST W-4 (2) "2 CA.PACII EAR EAR @r5L (1J5U (ItSL n%e (I;SU ,% f (1/52 (1 3U L o.o 52 f275U (1)'+3 (2)2 E -0W -" PFEC 1131'- ' `(271 !8]12"- ms- 1, (5- 6.2' 6'-4' PRECAST FFEGA9r 3'-6' 2'•2' FfiECAST (2)1(V 2 7646 1"00 101:590 1voco ' 01 GEv PFECAST (2) @ - 121'2 5:_03 lew@O !@D•@P ¢0z'@ a' 3.2' F ECAST (1)1 01 ": 4142 i woo 8541 V1Y35'1@ 4'-b' V-4' II-•}' 12.9' I@'•@' 19.6' (?J "1 31Y13 lez9@ Wf i lnx)o 5'•4' 12.6' FFKAr1T - (?) 13 (2)-2 6239 194000 5194 1_P,59@@ 13 4' _ 11 ;i 4'-b' FFi'ECa3 M-3 f 2) 2 5P1a aI •1667 9244 b' -A' 5 -�' - P ClIST (21124'2 '2 (1152 6152 3M I 1142 b' 6 5 -2' Ff�ECASi W14 _ (7) °/ - E,25PJ 620-•0 :615 6595 !@1;1%12 21.4' _•1.000, 5M 0) .11'2) "C 58'.6 S�:h 3' 6124 1•Er -Y t'F1:CaSr (?)14 ()r.• 43!24312 _865 2636 45eF3 7496 PR.E6rF 55FP FFECAST 1?) 111 (21 "1 41 4099 -<5P:a 42;h G'•V 6-a' vm_(.'A51� 0) 04 «1'L -3 1-39 -5 lF 2218 3.''.13 z'• f 7 -?l FFECA5T 171 KI 021'2 342:7 342".1 2@13 3,61 9'4 6 d' FFECa$I ?)14 mm, 7134 1111-` 1612 (2) c I@'- 5 •2' F'FEC46T (7)14 (L °: 7211 2211 12334ry (2) R 11'•' 9n-� PkE.:tlSi- � «) , (713 s 19511 F154 .^-1051 (2) ") 12'-A I@•8' FFECASr 0775 1 5 N19 1m" 910 17'•6" II' -2' Ft-E:A51 «J 2)�s 1667 14,I :Y5�- !2)9_7118 !3'-4' 12'-9' _ FWE•a6r (7)15 (Y "S G@'I .591 113 1474 14'•@' n' -a' fitECASf 1715 (27! "- 1399 C13i - 636 _ 1317 '•3'•6" 13.4' fFE51FE56ER 17)14 «132 1333 IM3 EW 1137 '5'-1' 14-4;r tfia1R`SSEP - (2)'ti (2 "3 -•- 1174 _ '11243 • 536 F2:u3 17'•4 Ib D' Pt ErF �85EP (213"-i (2)'2 133:1 1334 all _K4 19'•1' 18 •Ei' F'FL6T1 38FJ> 127 (2) i 17F>:i _ 1@5j '- 334 689 :@'-@' la•a' PF�oT!"C-.SSEq (7) 5 t2J 7 91=1_ 919_ 313 615 22.-,q 2✓-@' fi'RE5IRESSEq 1 K, (2) "3 e62 Tia 213 --'r 9 22'•'1✓' 2Z'•a' F"Tw67FZESSEq (77'5 (?1 "3 191 891 267 05 24.0 11 •8' PRE51fiES`9fP (1) rr 2. 5 F•'39 _ 659 215 - 4329 TABLE No. 9 TABLE No. 10 REINFORCING SCHEDULE 4 LOAD CAPACITIES RF.INFORCII'10 SCHEDULE & LOAD CAPACITIES L4]4 - SAFE WORKING LOADS (PLF) SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER 8" X 14" F'F_-CESS DOOR HEADER 1(?rKt) r/} • +� Lir{ICL r! EFVz L2•I1EL TYPE ! INTEL 3TEFL IfILLEP GRAVITY GRAVITY u!"Upt UPLrrr LINTEL +_ A1� I.NiEL TTFti LINTEL $TEFL 4 6F'AYItY GRAYItT UPLIFT � UPLIFT In ETWHI &PAH GRA T -f CARAVrf CAPACItY c4p4r-IrY CAPA_-rtr H aPNT Ld ?+QTTC"I BAP. TOP BAR F 1 , , �,, CAPACITY CAPAWY CAPACITY CAPACITY cy-CAPACITY (V L (V,% (IFA MW (IASL (li X (I�_ UnU BQTTCTY ,.AR TQP WR (0.5L (I)5L (IAIJ di vL 01J"Al lV � 3'•6 2 - PRECAST "'(2j1 (212 _ Ui7 5 -_ 228 '-.- '2234-6' 2 - ff¢--_- 4'-© L �' PRECAST - «J L 1271 1131 4125 Ff25 M3 1263 W 4-D' 2'. e, F CAST (2) R 1272 3n51 .Pr9D@ 1 �Nn L7ETL+D 4'=1 2'-I@' FTIECAST (21.1 (2) 2 1@42 192@ 52@ 1119 Ilm 4 -2' -!@' rREC r n _ 4351 «) . (v •2 s52o 9^'6 - 6143 101I 1'-4' 3`•@' PRECAST (2)1 (2)2 963 C'3@ 1'39 696 6"6 4-4' 3'-@' tREC'A$T (2)2 (2121G4id t953 br39 95v6 �j $ 4'•8' 3 i' ""Er„,yT (2/" (21 +'t i --W& A - A 7 ()R (1) • 2519 1 5150 175 12':•1 lf;,l 131 1390 4'-d' 3'-4' C v n 4'-4' FRECAST '121 "3 !4132 598 346 �6 �d3 IS7'V V -al T-4' FK -CAST (1) 9 (Zj� 3574 381@ _ 3211 _ kD-42-- 8 /8^CJ-�1� 5�t�f. 8/�,�. -(1\ '�•�\ 5 6•b 5-i FREC,^-.ST l2J 1'4 '~ (?T. 456 693 693 668 iA 6'-'u-'- 5'.•1' f;nCA5T (21.4 (2)'2 2133 2133 _ 2259 2835 a'4' PFEi,4U -«J "4 (113"! 315 568 555 451 col '1-d' 6'4' FFECAST (:',)143 -,I- 210 :I@0 1645 22119 6'-a' 7.4' PRECAST '(2) S 2 •! r 3'6 4a@ 4W 313 516 f -CAST «) 14 « •d 0T✓9 Il!D 1241 1195 9'-8' 1 6-4' 1 11 (71+4 1213 415 4.5 731 4',2 9'-0" V-4' F1;CA5T W14 T-1516 1436 914 IEvTb NOMINAL WIDTH/HEIGHT OF LINTEL 3r I[-PLAIN OR SOLID LINTEL [8/16-P4U/#L] r Na, OF ADDITIONAL #5 BARS IN UPPER �''•'ti.: t OR LOWER LINTEL CAVITY 1w, • 1) #6 CONTINUOUS (1) #8 CONTINUOUS00 • kt•r p! .�+t13� 3+ ••^, •� ,+: ,� ( • . ,• 13 ■ ' 8"X18" KNOCKOUT 8201101( �-16-•- 8'X16" KNOCKOUT BLOCK r ti,�t• '' �vin � � + �i1° a • j' ~ ! ° •�~« f a --ttv J .� a« l � �'�' ', a« � � I o '"• '' � - ati •'m ±� • • ' 4 Aim t' • • ' • °, ' wti« �•i PSI GROUT ' ,L« •10 30pI) PSl GROUT 'J. A41 • '.! ° i � : a .• �',Yv ., 4 v.. ' r`• :(PLACED IN MELD) Fa : r (PLACED IN FlELD) y • , mvs irroa �" _ Uycp . �. « r tciaoa �• • �� •!s r , r• a r Z TOP BARS: r TOP BARS' t01c0 nl : �° • ' t �° t °I SEE SCHEDULE °f' SEE SCHEDULE " ' r, �,. ► •'.: ' ." „tit •d ° +• �. (1)m CONTINUOUS a w I (1) /5 COIVTiNUOUS 443'••4® Al •tea. ,ra =( --i °' :4 , •'a 1,..''; - .°•� • is � to : 2434 °• jg•. °• "' ,' •, al 2" STIRRUPS AT 4'-0" CC rt'7 r•'•+° ••f ' '�• _,� '�� fnt0 -1431 ()iED OR YIELDED) _� -1 (11ED OR WRVIELDED) T 4'-Q" cc 4:. nno . BOTTOM BAR 6 ' + * A SEE SCHEDULE (PRECAST) -BOTTOM " ` _31^r. (PRESTRESSED)nw� 3 Ja/14' 8 13116' (2) STRAND'S 7/18--- 313. 7 WIRE STRESS RELIEVED uN. 114 n1r. 4,114 CABLE PRESTRESSED �,3 DIA, 7. 71 8/32-S-01 X5/(1) #5 8/16-S-(1) 0AI) #5 8/16-s-(1) #5A1) #5 PRECAST PRESTRESSED 8 20-S- 1 1 5 24-S- 0/(1) wi irn i-� R 11 d -C-(11 Hr; //11 .ur; RCAITECT -Ag!!Z;) PH: 407-774-6078 FAX:407-774-4078 www.abdesigrigroup.com AA #: 0003325 4 - _ fJaLE__ L. 4 REINFORCING SCHEDULE & LOAU CAPACITIES SAFE WORKING LOADS (PLF) 8" X 'Lr}" COMPOSITE LIN IEE:; TAF31-E No. 5 6 LINTEL LEksTH 2,: to- 31•6' CLEAR BRAN -7- -w 27 LINTEL TYPE PFECI 8T FRECFlST LINIEL$ILLL --• DOT Icii f'AR TCP tw< -(YT'1 >? 2 - (2) -2 W-2 w1drT CAPACFTf (V)SL (UStJ k�i@,n . 3361 GpAYl ri CAPACITY (U5L CI)% @@@@-- -04V tlf-1-IFT CAPACI17' (L -L (11'51 19•Z'47@ WI.FT CAPACITI' W151- 0,13U 4•^95 @ 4-@'- 4,4'. 2-a' ,_ 3.-2. Y-4' rVECA5T PR-, AST PFIECASr (2)'2� (':.)"1 6139 (2)1 5014 (2) -2 !� -� •}653 109579 --1QYs49 10000 19Tr.'"li�7/ I 9D :129 IStE•OD le'Z'p9 1000 5'-4' 4'•@' PRECAST (2).13 UPI � _ 1655 I05.D@ 1251 Ip9@9 ,_ 5'-& 4'•6' - CAST _ !?J^3.-^ «)'2 6231 --1- 5136 �- 101:00 �'•4'_L S-61 PRECAST -(2)q (?) 4 9101 1000D 4154 94E -D 6 -6'S'-2' CAPACITY PRECAST W-4 (2) "2 CA.PACII PRECAST «)"3_,�2)"? 0913 6-3' 1 S-4' FFECAST (1)'+3 (2)2 E -0W E461 9131 FCC, 1-V T'-9' 6.2' 6'-4' PRECAST FFEGA9r (21+4 (2)12 «1 "4 PL) 2 6236 5333 6416 6@?4 3142 3@rig 6411 6!63 V-0' I6'-@' FFECAST (2) 4 2 II5361 IvevivIL'C.'T^c 5361 !dam) ji73 6'-4' 9 -4' 7'-J 6'-@' PFECASt FFECAai (27 X14. W-2 «) 04 (2)2 4+1331 '3126 4837 3126 6r,,1 15fl3@ 1982 3558 19.6' S-2' FFECASr (2J't5 87)2 2911 '2'3;1 1526 3vY25 II-•}' 12.9' I@'•@' 19.6' t'RL-CASr PR'EC'AST' (2)19 !213 3 2551 23zi5 2553 ?:Sys I?I'U 1113 76,01. 2791 12.6' I.2' PRECAST (2)15 (L) 9 2141 2141 M12722 22'99 13 4' _ 11 ;i I? •0' -I2' -d' Fr'ECa�5T _ PR=CAST (27'5121 +9 -- 027'5 -. (27'3 _ 192E 1118 -- 1525, 1118 -� 1381 1�1 1 635 169 - 14.9' !3 4'. ��rSTI�C;M) Q)J 4 (2)-2 ?315 Z'45 653 5 5�4' 19 d'•- 2@'•9' T-@' -@' 9TFEQEP PRESTFgSSEl1 W-4 !71 *4 - 2).2I '-^ 1,59 '651 q414 yI! _ _ Id -0' PRZSTFE,%ED (?15 «)"3 C1,! . 1314/ ;111 -(279 135_ Id; -3' PRE511z56FD (21'5 1219 1tP3 3.11- -243-F� -(21'5 !@1;1%12 21.4' _•1.000, 5M PRE6TREMFp 0) 15 _ 12+62'" lk?0,? 394 621 12'-0' 201-61 PRE5TRE_55FP M5 0) 1)___1 -' J4 994 _865 565 (2) 2 7496 PR.E6rF 55FP _ f?J'S (71 j d?•I __ _ 524 Y99 •,,,,,- 4'13 TABLE No. 9 TABLE No. 10 REINFORCING SCHEDULE 4 LOAD CAPACITIES RF.INFORCII'10 SCHEDULE & LOAD CAPACITIES L4]4 - SAFE WORKING LOADS (PLF) SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER 8" X 14" F'F_-CESS DOOR HEADER 1(?rKt) r/} • +� Lir{ICL r! EFVz L2•I1EL TYPE ! INTEL 3TEFL IfILLEP GRAVITY GRAVITY u!"Upt UPLrrr LINTEL +_ A1� I.NiEL TTFti LINTEL $TEFL 4 6F'AYItY GRAYItT UPLIFT � UPLIFT In ETWHI &PAH GRA T -f CARAVrf CAPACItY c4p4r-IrY CAPA_-rtr H aPNT Ld ?+QTTC"I BAP. TOP BAR F 1 , , �,, CAPACITY CAPAWY CAPACITY CAPACITY cy-CAPACITY (V L (V,% (IFA MW (IASL (li X (I�_ UnU BQTTCTY ,.AR TQP WR (0.5L (I)5L (IAIJ di vL 01J"Al lV � 3'•6 2 - PRECAST "'(2j1 (212 _ Ui7 5 -_ 228 '-.- '2234-6' 2 - ff¢--_- 4'-© L �' PRECAST - «J L 1271 1131 4125 Ff25 M3 1263 W 4-D' 2'. e, F CAST (2) R 1272 3n51 .Pr9D@ 1 �Nn L7ETL+D 4'=1 2'-I@' FTIECAST (21.1 (2) 2 1@42 192@ 52@ 1119 Ilm 4 -2' -!@' rREC r n _ 4351 «) . (v •2 s52o 9^'6 - 6143 101I 1'-4' 3`•@' PRECAST (2)1 (2)2 963 C'3@ 1'39 696 6"6 4-4' 3'-@' tREC'A$T (2)2 (2121G4id t953 br39 95v6 �j $ 4'•8' 3 i' ""Er„,yT (2/" (21 +'t i --W& A - A 7 ()R (1) • 2519 1 5150 175 12':•1 lf;,l 131 1390 4'-d' 3'-4' C v n 4'-4' FRECAST '121 "3 !4132 598 346 �6 �d3 IS7'V V -al T-4' FK -CAST (1) 9 (Zj� 3574 381@ _ 3211 _ kD-42-- 8 /8^CJ-�1� 5�t�f. 8/�,�. -(1\ '�•�\ 5 6•b 5-i FREC,^-.ST l2J 1'4 '~ (?T. 456 693 693 668 iA 6'-'u-'- 5'.•1' f;nCA5T (21.4 (2)'2 2133 2133 _ 2259 2835 a'4' PFEi,4U -«J "4 (113"! 315 568 555 451 col '1-d' 6'4' FFECAST (:',)143 -,I- 210 :I@0 1645 22119 6'-a' 7.4' PRECAST '(2) S 2 •! r 3'6 4a@ 4W 313 516 f -CAST «) 14 « •d 0T✓9 Il!D 1241 1195 9'-8' 1 6-4' 1 11 (71+4 1213 415 4.5 731 4',2 9'-0" V-4' F1;CA5T W14 T-1516 1436 914 IEvTb NOMINAL WIDTH/HEIGHT OF LINTEL 3r I[-PLAIN OR SOLID LINTEL [8/16-P4U/#L] r Na, OF ADDITIONAL #5 BARS IN UPPER �''•'ti.: t OR LOWER LINTEL CAVITY 1w, • 1) #6 CONTINUOUS (1) #8 CONTINUOUS00 • kt•r p! .�+t13� 3+ ••^, •� ,+: ,� ( • . ,• 13 ■ ' 8"X18" KNOCKOUT 8201101( �-16-•- 8'X16" KNOCKOUT BLOCK r ti,�t• '' �vin � � + �i1° a • j' ~ ! ° •�~« f a --ttv J .� a« l � �'�' ', a« � � I o '"• '' � - ati •'m ±� • • ' 4 Aim t' • • ' • °, ' wti« �•i PSI GROUT ' ,L« •10 30pI) PSl GROUT 'J. A41 • '.! ° i � : a .• �',Yv ., 4 v.. ' r`• :(PLACED IN MELD) Fa : r (PLACED IN FlELD) y • , mvs irroa �" _ Uycp . �. « r tciaoa �• • �� •!s r , r• a r Z TOP BARS: r TOP BARS' t01c0 nl : �° • ' t �° t °I SEE SCHEDULE °f' SEE SCHEDULE " ' r, �,. ► •'.: ' ." „tit •d ° +• �. (1)m CONTINUOUS a w I (1) /5 COIVTiNUOUS 443'••4® Al •tea. ,ra =( --i °' :4 , •'a 1,..''; - .°•� • is � to : 2434 °• jg•. °• "' ,' •, al 2" STIRRUPS AT 4'-0" CC rt'7 r•'•+° ••f ' '�• _,� '�� fnt0 -1431 ()iED OR YIELDED) _� -1 (11ED OR WRVIELDED) T 4'-Q" cc 4:. nno . BOTTOM BAR 6 ' + * A SEE SCHEDULE (PRECAST) -BOTTOM " ` _31^r. (PRESTRESSED)nw� 3 Ja/14' 8 13116' (2) STRAND'S 7/18--- 313. 7 WIRE STRESS RELIEVED uN. 114 n1r. 4,114 CABLE PRESTRESSED �,3 DIA, 7. 71 8/32-S-01 X5/(1) #5 8/16-S-(1) 0AI) #5 8/16-s-(1) #5A1) #5 PRECAST PRESTRESSED 8 20-S- 1 1 5 24-S- 0/(1) wi irn i-� R 11 d -C-(11 Hr; //11 .ur; RCAITECT -Ag!!Z;) PH: 407-774-6078 FAX:407-774-4078 www.abdesigrigroup.com AA #: 0003325 4 - - TABLE N0: 7 REINFORCING SCHEDULE •9c LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 5" LINTELS TAF31-E No. 5 6 .LINTEL LU1',QNl CLEAR SPAR LINTEL TYPE LINTEL 61EEL PLAN GRAYIT'fGRAVITYLlpi GFAYIIY CAPA'ITY 150 RAI GAO( TCP IAN . CAPACITf (o.'S-L (IPSO CAPACITY (I)5L (I;TSU REINFORCINO SCHEDULE &.. LOAD CAPACITIES - FFcCA5i (2) 2 1'11 • 513 IE65 !F65 SAFE WORKING LOADS (PLF) WORKING LOADS (PLF) FRECA5i (2)12 (2)2 1131 1425 :495 6' X 28" COMPOSITE LINTELS 32" COMPUSHE 3-2' FFECA'W LINTEL CLEAR _ LINTEL TYPE Lli(TFL UTFEI. GRAVITY GPAYRY UPLIFT - UFLI T LENGTH 5F4N (21 12 6 (2)"R k'3J w !eal T1"0 CAPACITY CA,-ACITf CAPACIrY CA.PACII PRECAST «)"3_,�2)"? 61 VOTM1 TSAR TOP EAR (GJr~;•L (iP5'J (1"51- 0.15U (ML (1;517 (I,05L 52,+5U 2'-!'-"• `IC6' FFEC.A6T�- (21 12 W12 R Deew � ' L. '@ `v'-2' PRECAST 2 "4 FFECAST (2) 2 (2 + IvevivIL'C.'T^c @ !@m@ ID4'@@ 4'-e' 1'•0' FPELA.3T (2) 2 (2) n 1916 LMol 1'-0' le'47G'tl 4'•6' 7-2' VMLCA6r (2)2 0172 bout IIIww 3'-0" 0'•Y 1('1.7x147, FPECAST r•RECAaT ••f' !21! 3@.3 ('J)!? m-22- (2) R (21 t2 5579 mxx 9'-4, F;21Cy1 5..T 4 -0, FFECAST (2) 13 (2) R 9911 10 -IVO !!10q �'•ni;+"J b '@' 4 6' F CA>T� (2) (2) 2 ]381 ICS 1!'-0' WAW, a'-4' S -(➢'_ PRECAST (2)14 (2)2 10.4'(X') IE' '0 12'•6' - 13'•4' II'•2' 12-@' FR.ECAST FREc:i-Bi- «)'5 143)'5 Ff�CA5T (2)14 vf2) () 2 !@1;1%12 12YLru9 _•1.000, 5M 7S b'-ate 5_4' FFEC A5T 14 (2) 2 %13 _ - MOO 50 _ I ocv I@@�,'1D - 64' PRECAST f2)14 (2) 2 7496 9%l 3343 1693 l'•a' H' -a' PRECAST (2) 14 (2)11 lG.,a 3'.60 3crL 1.26 0491 6'-v PFECA61' (2) 14 (2) 2 641- leal 332& 6667 1121 5'-4' rFEC46T (2) 14 (2) 2 5824 6933 31231 "091 T-4' 8'•@' rFtiCA6f (21'4 (2) c 456'1 a9b4, 2355 4146 @'•;' 9'-?' PREC'F.51 (2) of (2) R 752. 364-0 1801 3s¢, Il' -4' I(.n'•2' __ r'j�'ECA3T (2) 5 (2) ") r2°@ �?9:6 32" 1521 3P158 :393 1111-V10)'- PPECAST (2) _.„j609 (21'3 7338- 1336_ 2133 _12'•n' 11'•1' FKCAST (2)16 ' !2)9_7118 _ 342 1111 z4]3 13'-4' ' 12-0'- FW_CASr M15 !21"3 24!6 2416 '049 2168 25!h 2•8' - FrEL'A5i (2)5 (2)13 2216 „Ib - 331 1941 If 6 ri FRE5TRE55Er) (2)14 -(2)14 -- (2)" loll 2911 126 _ _ 1431 14M F3 0' PFQ, :'•SED PFFSTFEc•SED (21 2 1616 1616 663 1312 Il 4 IF' -01 P-F WFE58ED Q; 14 (2) R 29:9 2023 516 hL7P 19'•4' 0-0' r--MmE68ED (9113 (1!6@l 121 '3. b@T 413 426 2@'•@' nl'-•I' IS -6' f"�E31FE95ED (2151 !"!19 1496 1496 3E3 763 lea 112-9' F1 3ilT�6SEV (2115 {2)"3 1336 L(:s 336 669 21'•2' 1014' PREST'&5Gq P SI155Eq 05 74'.12•... 22' '3' FR'cSTp.E55EP (21'5 (21 "3 - '@I4 10W 266 521 TABLE No. 9 TABLE No. 10 REINFORCING SCHEDULE 4 LOAD CAPACITIES RF.INFORCII'10 SCHEDULE & LOAD CAPACITIES L4]4 - SAFE WORKING LOADS (PLF) SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER 8" X 14" F'F_-CESS DOOR HEADER 1(?rKt) r/} • +� Lir{ICL r! EFVz L2•I1EL TYPE ! INTEL 3TEFL IfILLEP GRAVITY GRAVITY u!"Upt UPLrrr LINTEL +_ A1� I.NiEL TTFti LINTEL $TEFL 4 6F'AYItY GRAYItT UPLIFT � UPLIFT In ETWHI &PAH GRA T -f CARAVrf CAPACItY c4p4r-IrY CAPA_-rtr H aPNT Ld ?+QTTC"I BAP. TOP BAR F 1 , , �,, CAPACITY CAPAWY CAPACITY CAPACITY cy-CAPACITY (V L (V,% (IFA MW (IASL (li X (I�_ UnU BQTTCTY ,.AR TQP WR (0.5L (I)5L (IAIJ di vL 01J"Al lV � 3'•6 2 - PRECAST "'(2j1 (212 _ Ui7 5 -_ 228 '-.- '2234-6' 2 - ff¢--_- 4'-© L �' PRECAST - «J L 1271 1131 4125 Ff25 M3 1263 W 4-D' 2'. e, F CAST (2) R 1272 3n51 .Pr9D@ 1 �Nn L7ETL+D 4'=1 2'-I@' FTIECAST (21.1 (2) 2 1@42 192@ 52@ 1119 Ilm 4 -2' -!@' rREC r n _ 4351 «) . (v •2 s52o 9^'6 - 6143 101I 1'-4' 3`•@' PRECAST (2)1 (2)2 963 C'3@ 1'39 696 6"6 4-4' 3'-@' tREC'A$T (2)2 (2121G4id t953 br39 95v6 �j $ 4'•8' 3 i' ""Er„,yT (2/" (21 +'t i --W& A - A 7 ()R (1) • 2519 1 5150 175 12':•1 lf;,l 131 1390 4'-d' 3'-4' C v n 4'-4' FRECAST '121 "3 !4132 598 346 �6 �d3 IS7'V V -al T-4' FK -CAST (1) 9 (Zj� 3574 381@ _ 3211 _ kD-42-- 8 /8^CJ-�1� 5�t�f. 8/�,�. -(1\ '�•�\ 5 6•b 5-i FREC,^-.ST l2J 1'4 '~ (?T. 456 693 693 668 iA 6'-'u-'- 5'.•1' f;nCA5T (21.4 (2)'2 2133 2133 _ 2259 2835 a'4' PFEi,4U -«J "4 (113"! 315 568 555 451 col '1-d' 6'4' FFECAST (:',)143 -,I- 210 :I@0 1645 22119 6'-a' 7.4' PRECAST '(2) S 2 •! r 3'6 4a@ 4W 313 516 f -CAST «) 14 « •d 0T✓9 Il!D 1241 1195 9'-8' 1 6-4' 1 11 (71+4 1213 415 4.5 731 4',2 9'-0" V-4' F1;CA5T W14 T-1516 1436 914 IEvTb NOMINAL WIDTH/HEIGHT OF LINTEL 3r I[-PLAIN OR SOLID LINTEL [8/16-P4U/#L] r Na, OF ADDITIONAL #5 BARS IN UPPER �''•'ti.: t OR LOWER LINTEL CAVITY 1w, • 1) #6 CONTINUOUS (1) #8 CONTINUOUS00 • kt•r p! .�+t13� 3+ ••^, •� ,+: ,� ( • . ,• 13 ■ ' 8"X18" KNOCKOUT 8201101( �-16-•- 8'X16" KNOCKOUT BLOCK r ti,�t• '' �vin � � + �i1° a • j' ~ ! ° •�~« f a --ttv J .� a« l � �'�' ', a« � � I o '"• '' � - ati •'m ±� • • ' 4 Aim t' • • ' • °, ' wti« �•i PSI GROUT ' ,L« •10 30pI) PSl GROUT 'J. A41 • '.! ° i � : a .• �',Yv ., 4 v.. ' r`• :(PLACED IN MELD) Fa : r (PLACED IN FlELD) y • , mvs irroa �" _ Uycp . �. « r tciaoa �• • �� •!s r , r• a r Z TOP BARS: r TOP BARS' t01c0 nl : �° • ' t �° t °I SEE SCHEDULE °f' SEE SCHEDULE " ' r, �,. ► •'.: ' ." „tit •d ° +• �. (1)m CONTINUOUS a w I (1) /5 COIVTiNUOUS 443'••4® Al •tea. ,ra =( --i °' :4 , •'a 1,..''; - .°•� • is � to : 2434 °• jg•. °• "' ,' •, al 2" STIRRUPS AT 4'-0" CC rt'7 r•'•+° ••f ' '�• _,� '�� fnt0 -1431 ()iED OR YIELDED) _� -1 (11ED OR WRVIELDED) T 4'-Q" cc 4:. nno . BOTTOM BAR 6 ' + * A SEE SCHEDULE (PRECAST) -BOTTOM " ` _31^r. (PRESTRESSED)nw� 3 Ja/14' 8 13116' (2) STRAND'S 7/18--- 313. 7 WIRE STRESS RELIEVED uN. 114 n1r. 4,114 CABLE PRESTRESSED �,3 DIA, 7. 71 8/32-S-01 X5/(1) #5 8/16-S-(1) 0AI) #5 8/16-s-(1) #5A1) #5 PRECAST PRESTRESSED 8 20-S- 1 1 5 24-S- 0/(1) wi irn i-� R 11 d -C-(11 Hr; //11 .ur; RCAITECT -Ag!!Z;) PH: 407-774-6078 FAX:407-774-4078 www.abdesigrigroup.com AA #: 0003325 4 - - TABLE N0: 7 REINFORCING SCHEDULE •9c LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 5" LINTELS TAEiLF rdo. 6 .LINTEL LU1',QNl CLEAR SPAR LINTEL TYPE LINTEL 61EEL PLAN GRAYIT'fGRAVITYLlpi GFAYIIY CAPA'ITY 150 RAI GAO( TCP IAN . CAPACITf (o.'S-L (IPSO CAPACITY (I)5L (I;TSU 1APAQITY (1)"52 (1750 IFLIFI CAPACITY (I:'SL 074:0 3' b' 'L' -J' - FFcCA5i (2) 2 1'11 • 513 IE65 !F65 24?'CT 24&0 44'-6' WORKING LOADS (PLF) FRECA5i (2)12 (2)2 1131 1425 :495 063 1263 32" COMPUSHE 3-2' FFECA'W f7J ✓? ( )•1 019 1.51 IEII 1459 ;411 T-8' •3.4' PRECAST FFECA5T J L O (21 12 6 (2)"R k'3J w !eal T1"0 C3�i_ TI4 1395. 1114 _6'•LP' 4'6 PRECAST «)"3_,�2)"? 61 ?09 PIN aMl 966 6'-43' 5' @' FFECA9i (213+4 (2)"? 4' 141 141 115 YG2 6'-6' `v'-2' PRECAST 2 "4 W a 411 113 719 19"117 aw 6'0' Sr-'ir ffiECA9i ! )".l (2).2 450 693 637 bEv 1°C+ 1'-0' 6'•43' PFECA9T (2) ^-4 vi (1)14 315 5z6 560_t___4%1_ 68G 866 y„� 'bbl bat 3'-0" 0'•Y . ' 7-D' FPECAST r•RECAaT (2)"=1 ()n4 !21! 3@.3 ('J)!? m-22- 5.6 -.._ 3"✓I�1 536 9/;IT 1 431 9'-4, e'•9'_ -FFECAST FREC-A37 ,(,713_ : ) (2)'2 Ia& (2) 12 245 4:S - 311 _ 43? _ 372 - 316 239 41,•1 473 11'•43' I@ -@' FrErA5T (2J'L,-22_22 (7) 5 41e 345 345 199 Da 1!'-0' ID •01 FFECAar (2) (219 202 202 1431 5 '13 12'•6' - 13'•4' II'•2' 12-@' FR.ECAST FREc:i-Bi- «)'5 143)'5 j�3 19@ (J 151 243. 192 243 °!' 61 tJ@ 230 .89 14' @' 12 -a' PRECAST «) S°•! "3..- 63 160 1 161 Im. 51 TABLE No. 9 TABLE No. 10 REINFORCING SCHEDULE 4 LOAD CAPACITIES RF.INFORCII'10 SCHEDULE & LOAD CAPACITIES L4]4 - SAFE WORKING LOADS (PLF) SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER 8" X 14" F'F_-CESS DOOR HEADER 1(?rKt) r/} • +� Lir{ICL r! EFVz L2•I1EL TYPE ! INTEL 3TEFL IfILLEP GRAVITY GRAVITY u!"Upt UPLrrr LINTEL +_ A1� I.NiEL TTFti LINTEL $TEFL 4 6F'AYItY GRAYItT UPLIFT � UPLIFT In ETWHI &PAH GRA T -f CARAVrf CAPACItY c4p4r-IrY CAPA_-rtr H aPNT Ld ?+QTTC"I BAP. TOP BAR F 1 , , �,, CAPACITY CAPAWY CAPACITY CAPACITY cy-CAPACITY (V L (V,% (IFA MW (IASL (li X (I�_ UnU BQTTCTY ,.AR TQP WR (0.5L (I)5L (IAIJ di vL 01J"Al lV � 3'•6 2 - PRECAST "'(2j1 (212 _ Ui7 5 -_ 228 '-.- '2234-6' 2 - ff¢--_- 4'-© L �' PRECAST - «J L 1271 1131 4125 Ff25 M3 1263 W 4-D' 2'. e, F CAST (2) R 1272 3n51 .Pr9D@ 1 �Nn L7ETL+D 4'=1 2'-I@' FTIECAST (21.1 (2) 2 1@42 192@ 52@ 1119 Ilm 4 -2' -!@' rREC r n _ 4351 «) . (v •2 s52o 9^'6 - 6143 101I 1'-4' 3`•@' PRECAST (2)1 (2)2 963 C'3@ 1'39 696 6"6 4-4' 3'-@' tREC'A$T (2)2 (2121G4id t953 br39 95v6 �j $ 4'•8' 3 i' ""Er„,yT (2/" (21 +'t i --W& A - A 7 ()R (1) • 2519 1 5150 175 12':•1 lf;,l 131 1390 4'-d' 3'-4' C v n 4'-4' FRECAST '121 "3 !4132 598 346 �6 �d3 IS7'V V -al T-4' FK -CAST (1) 9 (Zj� 3574 381@ _ 3211 _ kD-42-- 8 /8^CJ-�1� 5�t�f. 8/�,�. -(1\ '�•�\ 5 6•b 5-i FREC,^-.ST l2J 1'4 '~ (?T. 456 693 693 668 iA 6'-'u-'- 5'.•1' f;nCA5T (21.4 (2)'2 2133 2133 _ 2259 2835 a'4' PFEi,4U -«J "4 (113"! 315 568 555 451 col '1-d' 6'4' FFECAST (:',)143 -,I- 210 :I@0 1645 22119 6'-a' 7.4' PRECAST '(2) S 2 •! r 3'6 4a@ 4W 313 516 f -CAST «) 14 « •d 0T✓9 Il!D 1241 1195 9'-8' 1 6-4' 1 11 (71+4 1213 415 4.5 731 4',2 9'-0" V-4' F1;CA5T W14 T-1516 1436 914 IEvTb NOMINAL WIDTH/HEIGHT OF LINTEL 3r I[-PLAIN OR SOLID LINTEL [8/16-P4U/#L] r Na, OF ADDITIONAL #5 BARS IN UPPER �''•'ti.: t OR LOWER LINTEL CAVITY 1w, • 1) #6 CONTINUOUS (1) #8 CONTINUOUS00 • kt•r p! .�+t13� 3+ ••^, •� ,+: ,� ( • . ,• 13 ■ ' 8"X18" KNOCKOUT 8201101( �-16-•- 8'X16" KNOCKOUT BLOCK r ti,�t• '' �vin � � + �i1° a • j' ~ ! ° •�~« f a --ttv J .� a« l � �'�' ', a« � � I o '"• '' � - ati •'m ±� • • ' 4 Aim t' • • ' • °, ' wti« �•i PSI GROUT ' ,L« •10 30pI) PSl GROUT 'J. A41 • '.! ° i � : a .• �',Yv ., 4 v.. ' r`• :(PLACED IN MELD) Fa : r (PLACED IN FlELD) y • , mvs irroa �" _ Uycp . �. « r tciaoa �• • �� •!s r , r• a r Z TOP BARS: r TOP BARS' t01c0 nl : �° • ' t �° t °I SEE SCHEDULE °f' SEE SCHEDULE " ' r, �,. ► •'.: ' ." „tit •d ° +• �. (1)m CONTINUOUS a w I (1) /5 COIVTiNUOUS 443'••4® Al •tea. ,ra =( --i °' :4 , •'a 1,..''; - .°•� • is � to : 2434 °• jg•. °• "' ,' •, al 2" STIRRUPS AT 4'-0" CC rt'7 r•'•+° ••f ' '�• _,� '�� fnt0 -1431 ()iED OR YIELDED) _� -1 (11ED OR WRVIELDED) T 4'-Q" cc 4:. nno . BOTTOM BAR 6 ' + * A SEE SCHEDULE (PRECAST) -BOTTOM " ` _31^r. (PRESTRESSED)nw� 3 Ja/14' 8 13116' (2) STRAND'S 7/18--- 313. 7 WIRE STRESS RELIEVED uN. 114 n1r. 4,114 CABLE PRESTRESSED �,3 DIA, 7. 71 8/32-S-01 X5/(1) #5 8/16-S-(1) 0AI) #5 8/16-s-(1) #5A1) #5 PRECAST PRESTRESSED 8 20-S- 1 1 5 24-S- 0/(1) wi irn i-� R 11 d -C-(11 Hr; //11 .ur; RCAITECT -Ag!!Z;) PH: 407-774-6078 FAX:407-774-4078 www.abdesigrigroup.com AA #: 0003325 4 TAEiLF rdo. 6 i REINFORCING S(,;HEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 32" COMPUSHE LINTELS LINTEL CLEAR LINTEL 711I LINTEL bTEEL GRAVITY GRAVITY UPLF-T UPLIFT LEr,641H SPANC-AFACITY c"PACI1i• CAPACITY CAPACITY 1011-c 111, rG'P F,AR W^4 (160 (IP51. (111% (tw% OnP (1;15L 0AFII 2'-1V 6 FIvEC' vT 2 ,, r .¢Y�7@@ gptir•@ @64012 ,@@e'o 3'-6' ,.' •2' MET, f'71 "2 3 n 1Lr57i^@ 1072@ ICC*L'@ @@2'.7 4'-@' 2 •d' FSE T, (212 1?) 2 � 43213 1G9e'F! Ieb'1G2 '9@fG3J I PRECAST (2) 2129@'9 5 •44- 4-L" FFECABT _ (21 "3 - CJ11 �kLw+472� '.42'@@ _@0@2 - _' 79 '9000 _ _4' o Fn -_AST (2)19 {2) R Sb.3 12''87@@ ld"h 10000 1'4 5.0' Ff ,("AST (2)'4 (213'i ' © _ _ 19_70@ 6549 100021 -2' - F'RECA57 (2)14(?) 2 'E000 'E90@ 6153 @DD"@ 5'-4' Fi '1157 (21-4 (?) 2 ):/Dor 1'v�]• EZ' -53;1 I@@�,'1D - 1-b' b' -`L' -CAST 0) 14 (?) 2 Mal 194"@0 4455 43916 l'-8' b' 4' - FVECAST (1) 14 U; -12 3N2 - 101?@@ 4240 0491 (2)&1 (2).2 7436 !0172@ -m5 3 1121 5'-4' T-@' FRECA51 (2) "4 (?J 12 6794 1� 35!6 7@6@ 9'-4' 0'•@' Fn"$r (21 w1 (2)-2 52`13 6963 2121 1 55x1 9'•2' PtCA57_ 12)04 1772 •IT86 5943 2'A9i 4246 fi',4' l4D'-@' FTCAST (7)'S (21'3 4221 4721 1163 :393 1111-V10)'- F'�CA$T ____g)'S-•-- (21'3 31H 3119 1649 3170.- 2-6 11 T F'RP •AST (2)!5 (3) 01, 342 '2912 1411 2897 1-'•4' 72 -0' r��A6T (27'5 !213 "3 299 3 _ _ 29'3 L':d 25!h 14-@' !2 i3' J=Tc 1157 (2)'S _Q)14 (2)"3_ 2731 21331 IS:a3 14 -8' 13 A' PIIS _1'' (2) 3231 T 3ZI 149 14M 15.4' 4-P' PFFSTFEc•SED (2)'4 '+ n 2945 2545 683 1355 11'-4' 6'-G1 PFEh7F { ED (2) "4 (2) 2 2269 2227 532 955 19.4' 'a-@. PREOTfU'fD (2)5 121 '3. 1813 .1813 426 43•'11 29'-.)' '6 8' fi'RE51FE3'•Fy (2) "s (7135 1653 1656. 391 lea 21'•1' 148'-@' YRE$TFp.- f115121 "3 141+• 691 ?"'mrd, 7@'-8' P SI155Eq 05 14'•9' 22'•8' PFE6TFFeGifD Ms 12/ 48 1147 1147 - TABI F N,. T REINFORCING SCHEDULE &' LOAD CAPACITIES SAFE 'WQRKINC LOADS (PLF) 8" X 14" COMPOSITE L IIITELS LRJTEL CLEAR LINTEL 11FE LINTEL VEEL GRAYIT'Y GRAVITY UPLIFT UPLIFT EtYTH 6PAI CAPACITY CAPACITY CAPACrrf CAPACI rY --''.UI I,i'i 5AP, 1w 5112 (01-5L (IPSO (L5L (1151 (1r5L 0!;'5-07 (1761. l2,�1J ]=_ =0 r7a3 -(273: _- �2 -4 9'•6' 2.-2.1 FFcECA3T� (2) n _W-2 SCJ1 l-f� IGAD lV -- 4^13 p A'•@' �•6' FRECA5T (212 _ T44'J� 4' 6' 7-2' CAST (7) R (L) *1W 2141 l@Jl 56112 MD fCASt (2712 (211 2319 519@ 71!6 5'-4' •}'•9' 143201151 «J 11 (1) "Z i 11 13!6/) •le)2 6 -I9' • 4'•6' FIT CAST f2)+3 (211 X344 3E6b 3465 -4' 5'-@' f�CAST (2) 14 co "2 3D3a 2539 3219 (2)'4 • r 2 22x1 r141 - 1393 3045 i•4' 1•'_01151 (2714 (2)'•� 213d1 -b' b'-2' PFtiCA5r (2)14 (2)1 219] N"29 '2319 6'••f' 1-f ECAST (?114 {?L2_ 21'Gd %I,, ^715 6'-a' FFEC 5T (2) 14 _ (• 12-i 951 951 4 N _ ?968 9'•43' 1'-@' - f'F£C�ST (27'4 _ 1625 Id25 263 Isla 5'.4' 1) F -CA5r (2)14 .... (2)2 511 .511 IZiI 1591 9.2' '.CN FFECA6T 2')14 (2) t2 ILLS 11uG x01 1324 I'•A' -9' T-FECA5r (2) 5 (') 9 1132 1136 x4343 1161 1',L@' '@'•6' FCA3T _ (?)5 ( g 594 IL^dT I?' -6' 11.2' fRECA5T'y (2116., •• _ fo) h ,...,.,�,Q741@4l 9c1 6;1 -' Ic776 13'-4' ?2'-@' F _ECA5T (2) 15 (2) h _ 9@2 9@2 465 325 14 -@' r! •0' PF'ECAST ,,a .._ TABLE No. 9 TABLE No. 10 REINFORCING SCHEDULE 4 LOAD CAPACITIES RF.INFORCII'10 SCHEDULE & LOAD CAPACITIES L4]4 - SAFE WORKING LOADS (PLF) SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER 8" X 14" F'F_-CESS DOOR HEADER 1(?rKt) r/} • +� Lir{ICL r! EFVz L2•I1EL TYPE ! INTEL 3TEFL IfILLEP GRAVITY GRAVITY u!"Upt UPLrrr LINTEL +_ A1� I.NiEL TTFti LINTEL $TEFL 4 6F'AYItY GRAYItT UPLIFT � UPLIFT In ETWHI &PAH GRA T -f CARAVrf CAPACItY c4p4r-IrY CAPA_-rtr H aPNT Ld ?+QTTC"I BAP. TOP BAR F 1 , , �,, CAPACITY CAPAWY CAPACITY CAPACITY cy-CAPACITY (V L (V,% (IFA MW (IASL (li X (I�_ UnU BQTTCTY ,.AR TQP WR (0.5L (I)5L (IAIJ di vL 01J"Al lV � 3'•6 2 - PRECAST "'(2j1 (212 _ Ui7 5 -_ 228 '-.- '2234-6' 2 - ff¢--_- 4'-© L �' PRECAST - «J L 1271 1131 4125 Ff25 M3 1263 W 4-D' 2'. e, F CAST (2) R 1272 3n51 .Pr9D@ 1 �Nn L7ETL+D 4'=1 2'-I@' FTIECAST (21.1 (2) 2 1@42 192@ 52@ 1119 Ilm 4 -2' -!@' rREC r n _ 4351 «) . (v •2 s52o 9^'6 - 6143 101I 1'-4' 3`•@' PRECAST (2)1 (2)2 963 C'3@ 1'39 696 6"6 4-4' 3'-@' tREC'A$T (2)2 (2121G4id t953 br39 95v6 �j $ 4'•8' 3 i' ""Er„,yT (2/" (21 +'t i --W& A - A 7 ()R (1) • 2519 1 5150 175 12':•1 lf;,l 131 1390 4'-d' 3'-4' C v n 4'-4' FRECAST '121 "3 !4132 598 346 �6 �d3 IS7'V V -al T-4' FK -CAST (1) 9 (Zj� 3574 381@ _ 3211 _ kD-42-- 8 /8^CJ-�1� 5�t�f. 8/�,�. -(1\ '�•�\ 5 6•b 5-i FREC,^-.ST l2J 1'4 '~ (?T. 456 693 693 668 iA 6'-'u-'- 5'.•1' f;nCA5T (21.4 (2)'2 2133 2133 _ 2259 2835 a'4' PFEi,4U -«J "4 (113"! 315 568 555 451 col '1-d' 6'4' FFECAST (:',)143 -,I- 210 :I@0 1645 22119 6'-a' 7.4' PRECAST '(2) S 2 •! r 3'6 4a@ 4W 313 516 f -CAST «) 14 « •d 0T✓9 Il!D 1241 1195 9'-8' 1 6-4' 1 11 (71+4 1213 415 4.5 731 4',2 9'-0" V-4' F1;CA5T W14 T-1516 1436 914 IEvTb NOMINAL WIDTH/HEIGHT OF LINTEL 3r I[-PLAIN OR SOLID LINTEL [8/16-P4U/#L] r Na, OF ADDITIONAL #5 BARS IN UPPER �''•'ti.: t OR LOWER LINTEL CAVITY 1w, • 1) #6 CONTINUOUS (1) #8 CONTINUOUS00 • kt•r p! .�+t13� 3+ ••^, •� ,+: ,� ( • . ,• 13 ■ ' 8"X18" KNOCKOUT 8201101( �-16-•- 8'X16" KNOCKOUT BLOCK r ti,�t• '' �vin � � + �i1° a • j' ~ ! ° •�~« f a --ttv J .� a« l � �'�' ', a« � � I o '"• '' � - ati •'m ±� • • ' 4 Aim t' • • ' • °, ' wti« �•i PSI GROUT ' ,L« •10 30pI) PSl GROUT 'J. A41 • '.! ° i � : a .• �',Yv ., 4 v.. ' r`• :(PLACED IN MELD) Fa : r (PLACED IN FlELD) y • , mvs irroa �" _ Uycp . �. « r tciaoa �• • �� •!s r , r• a r Z TOP BARS: r TOP BARS' t01c0 nl : �° • ' t �° t °I SEE SCHEDULE °f' SEE SCHEDULE " ' r, �,. ► •'.: ' ." „tit •d ° +• �. (1)m CONTINUOUS a w I (1) /5 COIVTiNUOUS 443'••4® Al •tea. ,ra =( --i °' :4 , •'a 1,..''; - .°•� • is � to : 2434 °• jg•. °• "' ,' •, al 2" STIRRUPS AT 4'-0" CC rt'7 r•'•+° ••f ' '�• _,� '�� fnt0 -1431 ()iED OR YIELDED) _� -1 (11ED OR WRVIELDED) T 4'-Q" cc 4:. nno . BOTTOM BAR 6 ' + * A SEE SCHEDULE (PRECAST) -BOTTOM " ` _31^r. (PRESTRESSED)nw� 3 Ja/14' 8 13116' (2) STRAND'S 7/18--- 313. 7 WIRE STRESS RELIEVED uN. 114 n1r. 4,114 CABLE PRESTRESSED �,3 DIA, 7. 71 8/32-S-01 X5/(1) #5 8/16-S-(1) 0AI) #5 8/16-s-(1) #5A1) #5 PRECAST PRESTRESSED 8 20-S- 1 1 5 24-S- 0/(1) wi irn i-� R 11 d -C-(11 Hr; //11 .ur; RCAITECT -Ag!!Z;) PH: 407-774-6078 FAX:407-774-4078 www.abdesigrigroup.com AA #: 0003325 4 i " i A a < LR.d ARCHITECT S FAX:407-774-407 8 www.abclesigngrotip.com AA #: 0003325 /IQ/'7y'E i �g ( V 1/4ll=ll_^)l M7�[ 5D OF 66 s PRO /IQ/'7y'E i �g ( V 1/4ll=ll_^)l M7�[ 5D OF 2x1!2 (02 STP) 7/16' 0513 (TYP.) NAIL (3) 12d 4 +6'"i' OdG. TYP. 2x12 BM./HDR. 0 ENTRY MINIMUM WALL AND I -PALER C O.1 1 .A. °I .E C.7 0 .11.� S C ll .d!L E D IJ.1ll.a IEj GG9^1TF'O!- DATE: @l-�v1-15 Uig" TO s I M p S 0 N DES, UPLIFT GRAVITY USP DES. UPLIFT GRAVITY FASTENER 4'-11 1/2' META -In 145',1' NUMMR Cr REAPER 5TUPS HTA 16 -la 145.".x0 (7) 10d x I I/?" I-p;_T", fp) lad ?-FLT, NF;P: 00) 10d X 1112" - NO Ibd OPTION) 1 (2) META -lo 1925 --- _ ________-_ (2) HTA 15-18 2$Pp� (10) 1@G x 11x2' I -PLY', CUSP: (10J IZ'd x l V2") 90© (14) Ind 2 -FLY (USF, NO 1(Gd 01- TIVN) HL= TA -12 I610 NTA 'E X15 (s) I d x 1 1/2' I-VLr, (8) If cl 2-r"LY USp: (I(a) 10d x 1 1/21, NO Ind of" tIGN HETA-30 1:17? HTA .V - 1>I5 — <9) IGd x I I/2' 1 -FLY, (r:) 16d ',.'-PLY USP: (IO) IZ'd x 11/2', NO Ibd OPTION - r.. (3) HETA-20 2035 - 011 HTA :.'Z: 317(0 <10l 10d x 1 1/2' I-FL'i u6F: (Ira) Ir;7d r 1 I/2' .� 25c�0 _ 02) 16d 2 -PLY - ('.15x', Ho 16d Ot TION) Z O LGT-2215f0 L l :T-2 1515 0) - 1/4' x 2 1/4" TITEN, 2 FLY (U51': el -K (5) 1/4' We, WOOD 05) 10,1 V) PETAL -20 2411.7 No USF C.OhIVERSIGr! POR 511 IF=SGN pfiu.1 -?0 (15) - 10d x 1 V2, 1 II MGT + 3.55 --�_. MLV3T 40@@ 0) i1a' A.T.R. IN HIGH ',TFENGTH EPDXY (MITI. I2' Et'IDED), en) Nod TO WOOD (USP: (0) 10d TO WVC.o) Har -2 ..G H Cil 2 9:v5 (2) 3/4' A.I ' IN HICi oI L"NG (H Er'o.t M rd. r L-I`IGL-U) (IL�J 14d !'J UiVJU F D Od .� H r 4M"aT-3 + 1x0'33@ HUOT-.3 9369 (2) 3/4' AT.R IN N Ct1 87REr1CzTH EPDXY ft1 hi. Yj0 Et'1PEG), (16)'©d TO U?OG (U3P: WOOD <a1 IZd) Lr 73-sRS2s 3285 -LUr�T•3 5330 <12) SP`: 1/4'x2 1/2" TO C,IRDER, (4) 3/a' x 5' TIT N HP TQ WALL (USP: Cr -TIC. (4) 31V',' 5 WFZQGE OLT, WOOR (12) 1115?5) L792 12131 PARALLEL i0 MALL 142S 1425 PERFENPICULAR TO WALL LP'rA 1555 00@ 11-d x 1-1/2' (U5p; 00( lob x 1 1/2' VGT - 4342? HO U6P GOIAVFF,SION FOR 511'11`5011 YCtT (1) 5/3' A.T.R. IN HIGH 9TFEN1.1H EPDXY" (MIN. 12' EMBED), (2)'YG7 71ED NO U5P CONVERSION FOR.511'TP.5C,1N (2) YGT) <.0 5/a" A.TR- IN ANON StFENG71 I EFOX`i (ININ. I'V EMSED), (3VPDP3 1/4'X_0 / ? PL -r 1'175-12 1000 rNTW 17 1595 - (14) l0d x 1 1/2' (UbP: n4) 10d x 1 1/2", (14) 10d) - HTS -;p 115:0 _ HTW ir. (1(,) I0d x 1 I/2' (USP: (I(b) 12)d x 1 V2", (Ip) I0d) HTS 2@ 1450 LTV) 2.� 2045 (24) I0d x 1 112' (U5p: (24) 10d x I I/2" (2O) 10d) HT5-24 - 1450 HTW 24 26145 (24) 10d x 1 1/2" - (USP: (24) 10d x 1 1/2". (20) 100) 1_5TA-12 1+ 925 L5TA 12 970 CO) 1016 (1@) 10d 1_5TA-0 ++ 1235 L:'TA la 13667 (14) IOc4 LriF: (14) ISad 115TA-'3 ++ 1315 META -1a 1315 (14) 10d U6p; (14) lud V) M$Tfi 34 ., 1*40 <Ia) I0d u5F: (la) 106 CL MoTA-3:a ++ 205:0 M5T.A-30 21.40 _ (22) 10d� � U5P; -(2?) I?d ^M3Tfi-3a - 1:Gd U5P: (264 Nod F- M•3TI-?Gr 3C£^T K,9T1 23: ".^131 (3<,) Lud x I V?'— L"ap, (3') l^ -d x I IR" M3TI- I& 9(0 5 Kl51 2 18 4250 (,IG) lz)d x 1 V2" 1,5p, (4:S) Icd x I I/2' LFtA K,. Ib 35 (B) ed TO I-LA71=5, (F) 3d TO 5TUP5 11151": (IE,) Sd x 1 V21, 5r'4 52%3 51"T 4� 9=45 _ (8) IZ'd x 1 1/2' to vr'JU5 !ISP: (6) lod x 1 1/2' I'V STUUS�_-_._ — _-- AJ4 999 - MP 34 410 -� (4) ed x 111,21 TO LEAM, (4) t" x 1 1621 TO P05T. !31`, (4) ed F. 11/2' TO SEAM, (4) ed A 1 1/2' 70 POUT. - HGF2 64? �HIII 2 - 10-ty el) 106 x i 161' - U9P; (I@) I0d x I V,' TO TRL!a3, 001 lead Y. 1 la TO PLATE viloA 1340 RT 16A 2124 (121 I.OJ-I x 1 I/2' USP: (9) %C J x 1 1/2 TO TRU 75, (5) 10d X I Ir" TO FLATS i /CeT a HPL4 4565 rHD 4A 4535 1 1 � & /<'rS U.00) 10 -. �� 1/4 x2 I/2" W! T-1 �A .O («) hJT)l.JA.'H J'! Y 2 (&� 14 TO G< P F- PEP F P EF 1`4. U3r', G, ATR MIN. 7' Ett5Er7 SET IN HiGI I aTREN12J71­I =FOXY, (10) W3'1) W^OD GREVk3 V1'z1T h HD1?J A51U 44 494V nov : 165 TPP, 10 FAU 44 5110 3595 6775 (6. -..PS 1/4':.3' !G W OP, (3)-3/4'.5t1JP bVLj3 W1 THFEA.._L Fk:'U, (.) NUI _T USP, l/a' ATR MIN. 1' EMPED 6ET iN HI*H SiRENCrTH EPOiti, (4) 713' THRU-EOLT9 (U ?s/3'.A,7,R, IN HIGH 5TREr1G11­1 EPDXY, CMIN, l' ENDED.) Irl CON(, (12) 1od TO ILbOD U3F: 3A4 -1E Ae 31MF@Orl ASU 6h 2300 12000 FAU 6b 363? 199!5 (1) 3IV A.TJ? IN HIGH 3TFENea1H Ef OXY, (MIN. T' 11 IN rONc, (1_ 2126 TO WOOD U9r, <^i.AME A �MPEOrl V) L'r7n +++ 134,V LT5 19 1:25 _ (1) 3/4 A.T^F, IN NiGI-I 3TFZIGTH EFOXY, (t'ifhl. 1' EM3EDa iN coIlG., 03111;16 TO U,G'OD '1g1=; 3A.,r-1E A..� 3.MFEGN Q S 0T306 ... 1500 _ LT5'IV5 1105 (1) I/r' A.T,F_ IN HIGH SIRENaTH EPDXY, (MIN. 7' EMSED.) IN GONG, 110,I0d TO WOOD 1,51-: 3/4' ATR NIN 1' Et'IE'.EG SET IN HICrl-1 5TRENaTH ErV R', OV) I'Jd, (10) IZld s. 1 VV, C-) Z HTT4 4455 HTT45 4-m5 (U 5/8' A.7R. IN HIGH 5TP-E1JCaTH EPDXY (Mit,_ 7' F-MaED,) IN CG1,1C, 06) 5P -10X 1 1/2' ('J5P. ego) la I'X 2-1/2') U3F HA3 MORE NAIL OPTION5; (20) 106, (2©) I0d x 1-I/!'; (:!Vo t„d x 1 I/1' � - NTT5 5@30 HTT46 543@ rr ' F r r (ll 5/2' A.7R III HI.xH 311`.1=f1 wTH LF'OiC1' (MfN. I MY�C:U,1 IN 41`1 , 12K,) Iwd X 2 I/2' (1131`: (20)'E,d :t 2-112'1 C �a U9P HA5 MORE NAI_ vPTIONS: (.8) LG�d, <.. ) lOd x I In , 02+) 164 r 1/3' HHDGII-3D'3 2,51 11,9121 UFHP 11 11090 (I) I' a1.rP,. IN I-IIU4.1 STFFtk7,T41 EPDXY, (MIN. O Ef iCcDJ hl GCNC., (3:1 EDEY¢' ;t 2M''LC'C'D .,GRF'1.3 11(56, (2,) U5a WOOD :iGr lV'v') N 'I. P 1`3 � T s; I@ P 511 r� r ' r -r � -1 i � -r (11'1/2' A - It HI N 5 -r t' Y ( J ' ) *.3. 1 .s tF� {r� n Er 1X Mfr, I _M..,L.1J IN C.Gh (aJ 914 btNU c IS tG .Le.v.1 (.lar: ( 4) `1/e' CULT 5J V) M?HIA 9.36/11.25 3413 5330 NFM35 1.2U 3165 - 113Ga 5P 5 / " T c, r n 111` CI h (U 3 4 A.T.R..T.R. ih{ 4-IICsI 16TREP _s 41 SFO: 'f (MIN 67 cMRF_Dr NT) ]I M.11. TOP, (U!)/4' A,T.F: IN HIGH STRENGTH EPOKr, (MIN. =M51_PM NT) IN GT411FACE, (OAVIJ TO G'EAM U3111, (11113' J-FvLr W/ MINIMUM E, Ei 5EU. a NO! LE55 THAN 4'1`F M EUC4E GF UOrI! Wll 3(4' C)IA I!W ftN•t0E7/REDHEAD DYNA BOLT SLEEVE ANCHOR OR Ea. W/ MIN, g' Er'UHE? DEPTH iKGTALLED IN THE FAG£. W H'UW X4!3 (WOOD? 35 35 366�D (FLP) — •---- 11)341311` 33`63' 25371 (FLP.) (10) 166 TO HEAI;)E(z, (10) 166 TO WOOD USP: 5Ad'IE A5 511'11`160N --- 3195 (KOGT) ,�-_J HJ�11,a (C -11U) 81.0 .✓^e r H 1 L -F 0 IF 151x15 3115 3 - � �r �• tie^ 7 r^ ) (1a I, d TITEN C ANCi ) T 1 1VJ 1916 c ll._ . C 1 15 1 l l 4 x . _ / T E 9 F p Fl. E O .Ml (. J T JL l 5fi f ) /-4' x a U__ K 144 (101 Ird T. lV. �l• . = HUC210-2 (CMU) '8129 5:Oe5 HD210-?I7 19@5 __3115, (18) 1/01 r, 2-3/4 TITEN (9 FEi? FLA1+�-E) TO CMU, (ICI) 109 TO WCOD: 0J5P: (ISl 1/4' x 3 W52, SCrF_U)o (10110d T7 lUf'OC) H.G.I0-31 JJ f�!-I S10 4::x'167 (.e) Ik1' x 2-3/•I" tl(Gt1 l3 r'kfi FLANGE) TO (MLI, (ICO) 106 r0 ILUC%U: (L51": LIB) 1/4' x 3" W53 SGK_K Ura, (10) ILd to LUOU LCiU1­12E-2-SPP, 1.1'.'0 5535 NO U+,;P CONVER`,ilOr1 FOR e1r1FEON L.3W`126-?-5D6 (4) 3/5' x'4' riIEN HU (2 VER FLArIGE) TO CMU, (4) 1/4' X 2 1/2' SL15 5--"LU8 TO LLL -CD HIGH 3TTREN11tH EFYWr - $l MF5GN '5E7SFC''/,1"-TiE". GUNTAG! THE ARG'HITE+1r/LwavI ESR GP RECGtc:P FOR WRI'i'IEN Ar-r-kc)VAL r Rive, -iO .,Uuu$1-I iUT Ir6G F=.; ; 511ILAN Ef-'c)Xr f-RPUUGT3 OR U5F - GIA AL%HEbIVE ANCHORING 5Y-5TEM5. - + WHEi=E ANCHOR 15 GREATER THAN DEEP, THE VERTICALCE-" IN-C.M.U. WALL 1-U T'WE FILLED 501_It,� w/ GROUT. - - ++ Ir:c4 COl-1MON NAIL5 CAN 5E 5U58TRUTED WITH Nod x I I/2' NAILS IN CONJUNCTICN WITH A 239.; REPUC.TiGH IN THE ALLOW45LE LOAD. WRITTEN APPROVAL FRC" THE AFCHITECT 15 REQUIRED FOP TH15 AF'PLICATICN FrRIOR TO IN5TALl_ATION. MINIMut'f EMDE!DME1IT INTO THE TOP OF A 50hU5EA11 [WILL 6E 5', MIP1I IUh1 Ei-IDEDMENT 11170 THE FC4ANDATION WILL DE 1" W I-- •- ATR. = A-3.01 ALL THREAD ROD <51ZE, 7POTECTIC'H TYPE, LENGTH, ET(--. 111APJE5) BECAUSE OF THE WIDE VARIETY OF MATERIAL5, LC'C'ATION5, AND CCNDI7ION5 THAT MAY /1FfEGT r=Gi'WEGTORS, THE GONtRAGTOR MUST BE RESFOPTSISLE FOR. MAKlyda SL:FE THAT THE PRO'FER CORROSION FROTECTiG'N If�'J9ER• WHEN I IVN3 STAR(! E:S STEEL G1,t41_lE1__YOFvi, U9E ETAlhtE&r TEFL FA+37 h P.S. WHEN, Uall,K, I3•14i: / III 04l_YANIZED FEF. A-n*t-A!53 U -5E OF EXF.A*45IGN ANCHCP_S WILL SE EVALUATED ON AN 1511"11/IDUAL BASIS ANC MU5T HAVE WRITTEN AFFROVAL FPC4 1 THE ARC4-41TECT/EN1,;NEE r. QF F'ECORP PRIOK TO U;E. ALL CONNECTOR VALUES DA5EP G'N 51MF-.5ON 'UIOOP CONBTRUGTION CGN4ECT0F5 C-2013', 'H!C-iI4 WINP-RESISTANT CCNE-TRUCTI0I4 C-HIII99, ANP ANCHORINCs T FA,yTENIN5 3Y5TEM5 FOR CG`NCRETF 4 MA^ -_w'_ ,,FY CArAl-c.-, 2x1!2 (02 STP) 7/16' 0513 (TYP.) NAIL (3) 12d 4 +6'"i' OdG. TYP. 2x12 BM./HDR. 0 ENTRY MINIMUM WALL AND I -PALER STUD REQUIREMENTS MAXIMUM HEADER OPAN (ft..) Uig" TO 5'-0' TO 61-04 UN.O. 4'-11 1/2' 1'-11 1/2' ANP UUP NUMMR Cr REAPER 5TUPS 5UPP0RTINCs ENP C7= HliEAPER 1 2 3 NUMBER 01; I-ULL LI=NCaTH STUDS 2 AT EACH ENP Or- REAPER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-'16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF 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 EXTERM MA50NRY WALL Bim. H iGHT$ 0"r "AAWA DBL. 2x1m 6E C-URED TO TRUSS SECURE !212x& TO VOL. 2x10 W/ }-W-26 LANDING DETAIL to 1)2.1x_ "= 10-a SECURE (2)2x12 13M TO PT 6x+6 POST HUC-410 W1 (2) MSTA-24 POST TO SLA5 W/ ASU-6ro (2-TYP) GJ1L +I + I I it 1t— if —1i—12'�%{I2 bM IIT — n — T (2X12 NM —II C:JI�. _I.. — I II II II ® I II II II II II I � i GJ3L n u n n n n 11 1 if If 11 1I 11 I I n n u =1 C.J3L (2) HETA-20 r --I 1 M06 (2) META -i& 3 - HUG -410 ® (2) META -I6 ► I -----------_---_------_------_-- - ----------'-'---------.__._•._-_- _ -- - - c. (4 I IV4 IV4 V4 n n r P r+ uuu� uti t ii ` `iaiII II II III II II II I I II II 11 _ I I I I Il lI I l ilII II II II II II ++ I III _ 11 I Il II II III II II II II II II II II II II II II II II II II I II II II I II II II I I II II II _ II II II I I I I� I I I I I I III I I I I I I - I Ir II II I_ II II II II II II II II II II II II 1 II II II I - I II II II II II II II II II II ll II II II I iI II II II III I) II II -- II II I II II II I II II II II II II 1 SECURE 2x6 LEDGER II II II I II II II i II II II II II II II I I I I I I I j PER vTAIR SECTION ON SHEET II II I I1 II II II III II II II 4A,1O�21. I II II II II II II II II II II II II II II II � II II I �t1- — II II J i) II II II II II II II II I II I II II II � II II II II IIIII IIdt II(2)211 X8 �+�1�II II II - r--/ _ _l I— — LL/ I u- II II 11 II II I II II II II I Q I I I I I J I I I I I I + I I�5L, STUD zil l I_ II II II II IIS LIL I,� STUia II r - _ - -- 2x& 24' O.C. r �LQ%8I — _ _ _ , ,� TRUS�a TO 4X4 a 11 2x11 '_ — _ _ POST UJ/ (2) MT5-12 ��- I FF1 11 PL�6C� I I POST TO SLAE3 - _- x(( - TT - DSL. STUD SrHCURIH (2)-2x6 TO DBL. 2xiO UJ/ HU5-26 ``'I I - h--- - - - _ �! I _ C2) 2.0 I II II II II II X12 _ -- - -- - - _ _ II II II �� II I41 --- l2) META_-- I� � (2META-166 l 6 119 l 6 l 6 I I g j _ _ = = _ I IIII I I I IsIj ------------------_.---_-----------_ --- W4= I�-!I H®3-------- - _ - - -------------------------------------------__ _ •�. 3 ATTACH (2) 2X12 � _ 1U _ 11 T—T-11-If`"'t� E5EAM UJ/ HUC-410 H0 To 4X4 P05T H03 GJ1A (2)2x12 E3AMS -_ -- -- -- --- - -- 1�02C�l - _ all��'� 1 2X4 KNEEWALI� ATTACHED TO (27 2X12 REAM To TRUSS W/ MTS -12 is EA. STUD KING STUD 4 DE3L. 81 JACK STUD W/ (2) META -24 2X KNEEWALL SECURED To cMU UJ/ 1/2' ANCHOR 5OLT UJ/ 2' WASHERS SET IN SiMPSON H iGHT STRENGTH EPDXY a gEcUEirz 2x6 32' O.C. (1' EASED,) LI;c)c;ER PER STAiR SECTION ON SHIBET 4AJ Cr- 21. 0 FIRST FLOOR FRAMING PLAN ("ARCHITECTS ") 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA # 0003325 KENSINGTON RESERVE (LOT #21) PAGIM. FIRST FLOOR 1' RAMING PLAN 1 oilII""I �ADA0�000v�' KENSINGTON RESERVE (LOT #21) PAGIM. FIRST FLOOR 1' RAMING PLAN 1 HEADER SPAN CHART (HEADER SIZES PER CHART, UN.O.) SINGLE STORY APPLICATION J N ! �'� � "laJ T I � JIL V S C _AL -IIA. E ��l-LL..1.1 �U CONTROL PATE: @l -@I -IS GLEAM SPAN SIMPSON USP DBL 2 x 0 5'-4' TO 1'-0' DES, UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER P13L 2 x b META -,6 1450 W-0' TO 16'-4' HTA i6 -IB I+{OO P15L 2 x 12 (I) loci x 1 1/2' 1-Pl 'r, (6) 16d 2-PL'r, (ll:'.f': (10; 10d X 1 Irl' - HO Irad OF -TION) AT EACH ENP OF REAPER (2) META -IES 3 (2) FITA Ih-Ifl 2Fo•M (10) 111)d x 1 IR" I -PLY, !u3-': 110/ lod x 11/2V 1900 ----2222^- (14) IGd 2 -FLY NPF', NO Iod OFTIC40 HETA-:6 51'@ HTA 1C, 1.15 (9) IOd x I IP' I -F'L'Y, (0; 161 2 -FLY U5F': 00) 106 x 1 1/2', NO Ihd CF'TION HETA-.w 181c) HTA 2O - 1615 (9) 121 r, 11/2' I -PLT, (V) 16d 2 -PLY U5P, (i@) 1Od x I I/V, NO 161 OPTION (2) HETA-20 (:) HTA-2s7 311t'7 (I0) 1@d x I V", 1-PLYW USP: (10) Ihd x 1 !/2—._..__, 25VI -- _.-.,.._.._... ...... ..._.._..._. _.-._...._...._.._._ (12) IE -d 2 -('LY (1185: NO 461 71ONJ��� 0 LGT-2 2150 LUGT-2 1915 Cl? - 1/-`.' x 2 1/4' TI TEN, 2 PLT' (USF: F -LK (II U)1, WOOD (Ib) 1@d Pf) PETAL -20 248D NO USP CGNYER310N FOR SIMPSOri PETAL -20 (IS) - od A 1 1,12, 1 PL - MGT + 3965 N- T 4@0o (1) 3/B° AT.R IN I -IVH STRENGTH EFCXT 'Mill -I. N' EM?£D), (22) 10d 70 WCOD (USP: (25) 1Od TO WOOPJ - I-F:sT-2 + IL9EO HU T-2 9365 (2)3/,1' A -TR. IN HIGH 5TF'ENGTH Gf-'OF.Y' fhi1N. 12' EMEEO), (!6) loci TO WOOD HGr-r C$!'•ti H1161'-3 5305 (2) 3/4' A7.R. IN NIGH 6Tia�NGTH EPO SY (MIN 12' Er HEDJ, (lr•J IG'd TO !!SOP (USP: LLOOD (B) IQdJ 1-GT3-6562.5 32 L.E. LUGT-a 5330 (I2) 8I?5 1/4'x2 I/2' TO GIRPEF., (4) 3/3" x V TITFJN HP TO WALL (IJSF: GONG. (4) 313" X, 5' WEPG£ B@l-T, WJOC? (12) W525) - 1-7A2 12!Q PARALLEL TO 'b!'\LL 1=425 PERP£r1P(GUI.AR TO WALL LF'TA 1555 - (10) 101 x 1-1/2" (U5P: (10) 10,1 x 1 1/2' `/GT .4 40 NO USP CGN` FR51ON FGr. 51MPSOf 1 `JG -T (I) 51E° AT.R. 11A HIGH 3TF:ENr TH1 EPQXY (MIN. t1' EMBEP), (!CJ -C --m3 1/4"X3" TO WCOD (27 YGT - II25 NO USP CONVER51C7N FOR 511`[PeOrl (2) V(1T) (2) 5/B' A,T.R IN HIGFI S7R£NGTH £POKY (MIN, I-" EMBED), (32)-558 1/4'X3' / 2 PLY MTa-17. 12700 hiTW I' 1595 (14) lod x 1 10' - (USF: (14) IG"d x 1 1/2", (14) lod) - HTS -IE, - 1150 HTW 16 ISS@ (In) lod x 1 1/2' (I.4SP: (la) le'd x 1 1/2', 0F') 10d) H76 -2o 1450 HTW 20 2045 (24) led x 1 1/2" (LISP, (24) loci x 1 1/2', (20) Y06) HTS -2=1 1450 HTW 24 2045 (24) lod A 1 1/2' (U5P: (24) 10d A 1 102', (20) 10d) L57A-12 ++ 2S L5TA 12 910 (IV) led U=_F: 0001v.'d - LSTA-IV + 1235 L5TA IV 136kv (14) 10d USP: (14) 10d MSTA-IV �+ 1.315 1-15TA-IV 1315_ (14) led U5P: (14)10,1 - 1STA-24 ++ 1640 - tfSTA-24 m'o fIVJ10d USP: (lzllOd D- META -20 ++ 2r: 7 _ M9TA-30 2140 - (22) 10"1 U5P: -<22) lod M5TA-2h ++ 205.@ r'f$iTA-36 2525 (2ta) red U5P: UA) 101 3Bv(V W KSTI 231, 7 _ (:".117'1 x 11/2' U5P: (==J Ivd x 1 I/2' MSTI-Qs - 5L%h5 K'f31 24S 425[0 (48) 10d x 1 1/2' U5P, -(48) tmd x 11/2" --� HG 95c�) LPTA 9, - - 1595 W (G) tkd 'IU P-LAIE5, (t.) &ki CU 5RIU& (L45P: (I£.) ed x 11/29" 6F'4 - r:'tla SPT 4 45 (h) led x I V2" TO 3TUG2 USF: (G) IO'd x 1 1/2' TO 31LID3 - 034 393 MT' 34 410 (4) Pd x 1 112" TQ BE.Ar1, (4) Pd x. 1112" TQ f-vsr. U5P: (4) zd x 1 152' TO QUAL, (4J Fd x. 1 I,'2' To r-O:3T. 41GP2 p4B I -11 -IOP 2 1010 (12) loci x I V2" USF: (10) Is;d x 1 1/2' TO 7RU38, (10) Is"d X I V':" TO PLATE 411e�A 134.9 R7 160 212.0 � _ (IBJ loci A I V." USF: (S) Imd x 1 I/'" TO TRtlS6, (8) loci X 1112' TO PLATE YGT t H -r -)U4 - -YrAT 4565 PND 4A 4535 (I J 7R5 V4"x3' TO WCVZ), flo) :P& I/4'r2 1 2' U / THFEAIDF: P (V NUT:,AUA',HFPJ7 FLT Or', DO ATR 1'i M. 1' EHUED SET Irl 41IG! I STREkeaT11 Er-VAY, <I(D) IOU) LLOOD 8CF�EW5 t HL ILS 4940 TI.:)i< 191 - 5110 (ICJ-3CS V4'43' TO 'WOOD, (3)-314' 5fUU 5OLT5 W/ 1HR1EACED ROC, (2) NIIfSrVJr�:rHEi;/:f-'LY U5P: 1/V" ATR MIN. 1" Ef-IBED SET IN HIGH STREWITH EPO:', (4) 11." THRU-501-T-5 AB.I 44 2,.0?@ 6665 PAU 44 2535 6 1� l r s- .: sr• r- a i T J ? I) �IF3" R N HIGH � RENatH .F 1XY 't N. ' EMBE]1 N ..O C: 1.> Iv -d COL �G' r l AC I I fl f 1 f N C O U T' aAME A5 91MPti..tN ABU 66 :300 12000 PAU fib 2535 DaD (I) EIB" AX.R IN HIGH STRENGTH EFO/,Y, (NIN. l" EPTDEDa Irl GOrIG, 02)IGd TO WOOD U p ?'AME AS 51f'iPSCT`J V) LTT19 +.+ 1:340 LT5 19 1a.@& (])3/4' A.7.> r IN HIGH 0TRENGTH EPo cY, (MIN. I' EMBED.) IN OCNc., (BA 1 TO IWQQn — U P: 5A1-tE A5 Ir1F3Gi l Q LT7200 +++ Doe US n,5 IKj . IN HIGH 'STNaTH EF'QXY, (MIN. 7' £MBEPJ IN CON--, 00710d TO 1110CG (1) 1/2' A.T.RF'E uSP= 3/4' ATR MIN 7' i f",OfiP 15 ET IN HICtH STRENCtTH EPDX'r, (10) !Od, (10) K?d A I V?", 2-112' HTT4- 4455-•-•-.- H74D 44E5 - �- (Il 5/B" AT -F- !N HfGH 6TR£riV-4T-i £F`0iCY (MIN. -I' EMF.£R,) IIA CcNG, (ISJ 5p'10 X 1 1/E" (USP: (2+0) III X 2-1/2') USP HAS MORE NAIL OPTIOi15: (20).1--d, (201) led x 1-1/2", (2O) 16d A 2 I/2" < HTT5 509@ HIT45 543:7) (1) 5/b" AT.P IN HkaH 5TNENGT61 EPDXY (MIr1 -I' EMBEQ) IN C:UN!7., f2,0 ihd X 2 11 (U5P: (20) Ihd X, 2-112') U. HA5 MORE NAIL OPTION5, (21,0 1014 (2V) 1279 x I -I/,?', 001) 151 x 2 I/2' HHPQII-SDS 2.5+ 11,31.@ UPHP Il 1209fD (1) I' A.T.R. IN HIGH bTFcNGTH EPO%i, WIIN. !O" El-Tf3EP1 IN Cnp1C, (2471;QEi)',' x 24" WCP V;Rl�tVi (U3F: (24) Wfi3 WCOD :iGi llFaJ HP'1F3 �hFi4S TRX Ifl 1 51io ......— - r`. -Fr , i_ I I i (I) T/V A5. IN HIchH 5TRENaTH EPDXY, (111(1. -1' EMG -.7) IN L'411L', (3) 3/•1" 8i !P NVU iS TG LG'UL) <u5f': C4)'I/V" BGL'fS) V) 0. NUHA 3.56/1125 3415 5330 rF1'135X12Li 3165 113@ 'IMPE}O1N: (I) 3/4' ,q,T.fi:. IN 111G11 STF;�rl1aT41 EP(7'Y.I,(111rL h.lb' EI-lE3ED11^NTJ .N GI L.I. TOF, (U 3/4' Ai R, IN H(GH 6TF.FNGTH EPG%t Y, (1NIN. 6.15' EI-15EGMFzNV IN Gtl).1. FACE, (IbACCI TO SEAM USi : (1) 1/`a' J -BOLT W1 MiT41NUM :1. EM5EE7. t NOT LE03 THAN 4' FROrl E!, -,E ✓F CCN[ W/ }/4' GIA fPA IVAMSET/REDHEAD CP "IA HOLT 3LEEYE ArICHOR OR EQ. W/ 1•IIN. B' EmDrzp PE-mH 1rd5TALLf;P IN THE FACE. r n eT W (� ZHUG<IIO HU5C412 (WOOD) :635 �- :Jh�O (FLF.) - --- 3': a5 (ROOF) HUv41211' - 200 (FLP,) (10) lsvci TO HEADER, (10) 17 1 TO IWOOP U5P: SAME A5 `PIP50k '225 CROGf) (G lJ) IVIG 5L!V5 FID410 IF - 1905 °.IIS Ole-) I/4' x 2-3/4' TITEI I (9 PER FLA1CIE) TO CMU, (IO) 10d TO 1LV10D, (!15P+ (16) 1/4' A 3' !LLI SCi'EVI"a, (10) 100 TO WOOD, S HUC=21 -2 (CMU) 1610 50c15 HIU21@-21(' 19D5 3115 (It<) I/4' x 2-3/4' TITEN (9_ PEN. FLAPhiE) TO CNU, (1'J) 1:71 TO 1LV10D': (1,15f', Cr,) 1/4" A 3' VI 5cF-"mI 3, (10) lo:) TO WOOp HLIC:210-3 (GI -IU) V 1610 40[0[0 HU20-31F L 5J5 - 31'15 (I5') 1/4' x 2-3/4' TITEN 04 I`ER FLAh4F) TO C.MJ, (10) 10d TO WOOL): (USP: (IS) 1/4" x 3' U5:3 �L'F=LUkS, (1@) I(0d IQ LII LCiUM28,-2-5P5 143z� 55`35 NO USP CONlER510N FOR ST-11-60NLGlIM26 `.iP;, (4) 3/t% x 4' Nl'EN HU ANG'Hc;NS (2 F'EN FLANGE) CU C!`1U, (4)1/4' X 2 V2' 5V5 5C -.i EW5 TU 'jJuvu HIGH 5ff-^-`IC tH Lf�u;< " SIMPSON '3ET EPDXY-TIE'. C:UNIAIA I -HE ARL'i-IffEC:f/EfvGif`1ceR OF RFcGK? FOR WRITTEN AFPROYAL F RJUR TO 31,18i&TITUTIf`:G FOR 311•11LAR ErloxY PRUUIJCTS OR U5T' --CIA APHE611/E ANCHORIN6 5Y8TEM5. + WHr-PE ATiGNOiti ENE;EDMENT 18. G91EATER THAN I" UC)iP, THE YEh-'TICAL DELL Irl G.M.U.')"ALL MIIST kE FILLED OOLID w/ CrN•CUT. - - ++ IOd GC?hIMCN FWIL:', CAN BE SUIBSTITUTED WITH It'd x 11/2' NAL, IN CONAINGT", I WITH A ?3'. REDUCTION IN THE ALLOUTAGLE LOAD, IUF.ITTEr1 APF1?O`!AL FRCM THE A"CHIT_CT FOI•a, THfB AF-FLICATION PRIOR'fG IN51'ALLATION. + 11!NINI.41 1 ENOECMENT INTO THE TOP OF A BOND5EAM WILL 5E 5', MINIMUM ENDEDMENT INTO THE FOUfNPATION WILL BE 1' W 1- O AT.R : A-301 ALL THREAD ROD (SCLE, PROTEGT!OI I Ti PE, LP-Nc:;TH, ETC. `IARIE5) - BEG/'1U5E OF .THE WIDE '/r',RIE7'T' OF MATEPJALS, LUCAT!ONSr AND G0ND(TiOr15 THAT MAT' FIFFEGT THE CGf1Tf4N.T0P, MUST BE RESFCN515LE FOR MAI4NG- :U`E THAT THE FFQFER CORROSION PROTEC710N b USED. WI IEA USlrk-a STAINLESS STEEL COf4IEGTOR , Lim STAIi LEa9 STEEL PAST -i £Ff. W1lEN UP.)NG Zl't", < / HPG GAL vANIzEP GONNE--TORS, UFiE FASTENEr s GA! ` -ANI -P FER ASiT t-0:59 115E OF EXFAN510N Al`iCHOR5 U ILL BE EYALUATED IN API !1,1UIYIIA141- GA515 ANL7 MUST HA`r r ILRITTEN APPRO`rAL FF -C -M TFE ARG'HITEGT/EHIGINEER OF {aEG4ta1J FiZfOR TO USE, Al -L COWIZCrOA2 VALL£5 13A5EP ON 511`iF50r1 "WCQT7 CONSTFWTfC7N CC7 JrCTG'Ry C-2913' ,'NIGH WIND-F-£515TANT CON5TF! CTION C- UD9; ANP ANCHORING t FA5TENING 5Y5TEM5 FOR CONCF�T£ t MASONRY CATALOC, C -EAS -?012. - HEADER SPAN CHART (HEADER SIZES PER CHART, UN.O.) SINGLE STORY APPLICATION SIS GLEAM SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 0 5'-4' TO 1'-0' PBL. 2 x 10 -t'-0' To 10'-01 PBL 2 x 12 AND OVI TW STORY APPLICATION DOWN STAIIB SIZE CLEAR &PAN P13L 2 x b UP TO 5'-0' PBI. 2 x 5 W-0' TO 16'-4' D151. 2 x 10 6'-4' To 5'-0' P15L 2 x 12 5'-0' AND OVER axle M &YL)) (TYP.) NAIL (3) 121 * 6'-5' O.C. TYP. 2x12 BM.'/HDR. 0 ENTRY MINIMUM WALL AND HEADIHER STUD RJEOUIREMENTS M.NcIMLM HEADER SPAN (ft.) UP TO 5'-0' TO 51-04 UX01 4' -II I/a' -f'-11 1/2- AND UP NUMER OF REAPER 5 UP5 OUPPORTINCx END OF HEADER I 2 3 NUMMTER Cr- )FULL LATH &TUDO I 2 AT EACH ENP OF REAPER 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.U. 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 — — — — — — — — — —� _ —.__ --- LINE OF IST PL.00iR BLOW-------_--� I I I I I I I I I I I I I I I I 1_ 1 Dr✓ — �---- T — -- II GJ1 a ii u u u u u i u u u Ii I. n .. n n ii f (I II I) II II I II ! LL II II ( II II II I II 7 GJ3 = u u u u u u i u n} u u u u u n u - C;.133 II II I) I I II II II II II II II II 1 1[ 1 GJ5 TRUSS TO 4X6 FVST W/ (2) MT5.12 TF TO 4X6 POST W1(2) MTS -12 I II II _ _JL___ _ II _ II -ll II II II MOCK I NTT -'4 - � _ .�L _ �L _ II _ II L)(1 Bl.. A0� � - = - = - —, - - P05t TO l510GIG U)/ ITT -4 (501LiP BLOCKIW.3 MUST Br: _ - - (SOLID MOCKIWs MUST BE PROVIDXp 5ETWEEN SUB FLOOR PROVIDM) MTWi=1+1 SU13 FLOOR ANP TVP OF SLOW A02 - _ _ _ - _ _ - - - _ _ - - _ - - - AND TOP OF BLS A03 'i& N $61 A0 ====J -T A05 lA0 RIDGE A0 A0 = ^ _ _ - _ - - _ - - - - _ - - _ A02- TR145 TO 4X(6 POST W1(2) MTa-12T TO 4x6 POST W1(2) MT5-12 POST TO BLOCK W/ NTT -4 AO1C _ _ - = __ __ _ _ __ _ _ = POST O $LOCK W1 ITT -4 T (SOLID TMENNI FL i IIS -T t ROVIOEO BETU)EEN SUBL F'"IDEl� BETU1lrEN 5Ut3 FLOOR AND TOP OF BLOCK) CJ5 _ _ u u u ii u n u u u u u u n u = = GJ5 ANQ TOP OF 13LOW II I) II II II II II II II (I I iI II (I GJ3 ®5 � II IIII II D� II II II II II II (I II II II (I CJ1 4X4 POST TO 5LK UJ/ NTT -4 I I I I I �--------- LINA OP 15T r1 -00R f3 L.OU --- ___- _ J ROOF FRAMING p"'LAN rA R CH I T E C TS L.Vl11UVVVVV, 1-L 3L/DV . PH: 407-774-6078 FAX:407-774-4078 w+ mabdesigngroup.com AA #: 0003325 KENSINGTON RESERVE (LOT #21) PAGE: ROOF FRAMING PLAN STATE OF •R D .+ JAN 16 ®a O7 E yry 7 a1F ATTAGHEP (2) 2X12 SEAM TO 4X4 POST (5E'YOND) W1 HUG -410 2x 6TUD6 PER GENERAL NOTES SHEET (GN), SECTION TIMfBER, NOTE 21. PTFE -ENGINEERED f=LOOR TRU55 SECURE PER FRAMING NOTES CONT. STRUCTURAL SHEATHING TO 15TM. Or Fl -R. TRUSS/15EAM MUST NOT BREAK 1'-4' MIN. FROM 2NP. FLR. LINE REGESSEP LINTEL FRAMING DE'T'AIL, iTES 15' -o" ENTRY 5RG, TO ly aE3L - ATTACHED ITS -12 m 1Jl (2) trod TUP 12 -O" CLO, HEIGHT PT. 9' - 4" ERa HGT. aECURED TO CMU R EOLT UJ/ 2' WASHERS )N HIGHT STRENGTH O.0 (`i' EM5E10) IL 0'-0" 1=IN. tLR. ly A R C H I T E C TS FAX ;407 774-4078 www.abdesigngr0up.com AA #: 0003325 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: SANTA ROSA MODEL LOAD INFORMATION VA 2550 Std. 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 120W (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 4493 FIRST 10 KVA OF GENERAL LOAD AT 100: 10000 REMAINDER OF GENERAL LOAD 0 40%= 38,926 VA x (.4) 15,570 TOTAL NET GENERAL LOAD 4570 5 -TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 5 -KW ELECTRIC HEAT 5000 VA x (859) 3250 Illi NET GENERAL LOAD 26,570 NET TOTAL HEAT 10,460 TOTAL LOAD 36,020 CALCULATED LOAD FOR SERVICE 36,020 VA / 240 V- 150.09 200 AMP SERVICE TRANOrCM" IER 15ANKPYA VOLTAGE. 1620/13200-2401480v 9ERVIC3z- 51NGLE M4A0E T7Pr: UNPIrRC*ROIJND AVAILAIBLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY 6IDEt (120/240 VOLTS) MAXIMUM FAULT CURRENT; 19330 ampn FOOER COMPANY TRAN3I=(�F�"iRR SERVICE BY OT14ERO PEO. 20 AMP CST ET FOR M. UTAVE VENT M.1J41E TO EX ERJOR (3) 01 THHN/THWN COP1mlz-R CONDUCTORrS,, (1) * 6 THHNn-HWN COPPER CaROUND IN d" CONDUIT. NEMA 3R 200 AMP 120/240 CC� vOLT 42 DISCONN CT CIRCUITS m ANP METER MLO CAN 200 AMI^. PHONE / DATA WEATHER PRUOF BOX GRADE LINE i 200 Orf ELECTRICAL RISEfR NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICAMLE PROVISIONS OF THE NATIONAL ELEC. C.CDE, LOCAL CODE$, AND THE LOCAL POWER CO. INTERSYSTEM 50NOING TERMINAL AT LOW VOLTAC4E CONNECTIONS PROVIDE 04 TWWN/iHI.1,N COFFER CONNECTED TO CONCRETE I=NCASED FOOTER ST=I=L AND COLD wAT1=R PIPE. NOTE.- IF PVC IS USED THERE 15 NO MOND/GROUND TO COLD WATER PIPE. CA5L5 / TV WEATHER PROOF DDX FIRST FLOOF?, ELECT]RUCAL PLAN COAC14 LlGs 4T UUP C+f METER, VERB" LOC. NOTE: -PRONE OUTLETS 4 TELEV15ION JACKS To t3E DETERMINED BY MILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOM$ ARE TO 15E ARC FAULT AND TAMPER RESISTANT TYPE A H C H IT E C TS 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4075 www.abd esigngro u p.co m AA #: 0003325 4d 2lI�% ffi LOT: KENSINGTON RESERVE (LOT #21) PRO JEC�Ir: 'y +��syfy. ��pa�yy299.000 ypgy9 9 f . 0 0.0 FIRST FLOOR ELECTRICAL FLAN SIMET 9 OF +11 I - II -- Ilr - Illi Jam. r r w r •- a �• l �� r�� '[7 1� '• •. %2p • . n NOTE: -PRONE OUTLETS 4 TELEV15ION JACKS To t3E DETERMINED BY MILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOM$ ARE TO 15E ARC FAULT AND TAMPER RESISTANT TYPE A H C H IT E C TS 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4075 www.abd esigngro u p.co m AA #: 0003325 4d 2lI�% ffi LOT: KENSINGTON RESERVE (LOT #21) PRO JEC�Ir: 'y +��syfy. ��pa�yy299.000 ypgy9 9 f . 0 0.0 FIRST FLOOR ELECTRICAL FLAN SIMET 9 OF i LINE OF IST r-LOOR 5ELOW I I I I I I I I I I I � I � I I � I � � I I � I � I I I i I L - - - - - _ _ _LINE OF 15T FLOOR E�-=LOW - J SECOND F L 0 01DIV ELECTRI--C.AL PLAN Moft NOTE: -PHONE OUTLETS 4 TELEVISION JACKS TO DE PETERIIINED BY BUILDER 1 NOMOUMR -ALL RECEPTACLES IN HABITABLE ROOM$ ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE r7ARTHITECTS1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdosigngroup.com AA #: 0003325 [■1 � u I /f' i.R I.ww1 • N SII► - , o a� �m000v0mmor i III I I� i II •. / t ,t i!1C NOTE: -PHONE OUTLETS 4 TELEVISION JACKS TO DE PETERIIINED BY BUILDER 1 NOMOUMR -ALL RECEPTACLES IN HABITABLE ROOM$ ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE r7ARTHITECTS1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdosigngroup.com AA #: 0003325 L.J mumm" KENSINGTON'j RESERVE ER (LOT X21) 3PAGE'. SECOND FLOOR ELECTRICAL PLAN C �m000v0mmor L.J mumm" KENSINGTON'j RESERVE ER (LOT X21) 3PAGE'. SECOND FLOOR ELECTRICAL PLAN C 5141NGLE5 OR TILE (PER BLDR) REFER TO DETAIL 1/D2 FOR GABLE NOTE: X -BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED OVER 130 FELT PAPER (OR APPROVED EQUAL) TO PLUMB JAMB. To PLUMB JAMB. INSTALLED PER SECTION 8905 OF THE FBGR, RE -ENGINEERED DO NOT EXCEED' DO NOT EXCEED " SIH EDITION (2011) GABLE ROOF TRUSS 8' CMI BLOCK 8" CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES i, I„ AT FIRST(a� �A�s �, 2 DRYWALL �� � DRYWALL WINDOW/DOOR JAMB METHOD PER'NAILING SCHEDULE' P.T. Ix4 or 4 x4 MIN, Ix4 or ix2 P.T. NAILER (4'-0' O.G. SHEATHING SEAMS) P.T. Ix4 or x4 MIN. (SEE WINPOW�POOR JAMA 131 GCKINc� (�E WINPOWiPOOR JAM13 5LOCKING4 1x4 or Ix2 P.T. NAILER BLOCKING SCHEDULE L�+O C KING FASTENER. METAL DRIP EpG FMT�R SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 SCHED lJ LL 2x6 SUB -BAND- DOOR CA51NG —5iliFI5ACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL, �VENTED ALUMINUM SOFFIT i DOOR JAMB / WINDOW )li OOR JAMB / WINDOW TEXTURED CEMENTITIOU5 COATING MIN. OVER 4'-10" HIGH (ATTACHED TO BLOCKING MEMBER W/ (2) 12d NAflS 8" FROM (AS PER TRUSS ENGINEERING) EACH END and 6 18' O.C. MAX (ATTACHED TO BLOCKING P.T. 1x4 or 'x4' MIN: � (PER ASTM C92() OVER PAPERBACK r PER MFR'S SPECIFICATIONS PER MFR'S.5PECIFICATION5) SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED r , EcURE P.T. 2x8 TO BLOCK w/ Y' x 9' ��� ��,��-.�` ANCHOR BOLT W1 2' WASHER SET IN (1) �" TAPCON (MIN. EMBEDMENT 1 �') 2 -LAYER WATER RE5ISTAN�' BARRIER, OVER f=, SIMF'saN or LISP HIGH STRENGTH EPDXY WINDOW TO BLOCK(A4 or -�-%" WINDOW TO BLOCK(+3" a° FROM EACH ENI and 0 18' O.G. MAX WALL SHEATHING (TYPE AND ATTACHMENT } METHOD PER "NAILING SCHEDULE') ' or (6" MIN. EMBEDMENT g 32' O.G. MAX) �� » (1) I fN S' � OM ACH N and - DOOR JAMB TO BLOCK (+Y4 or +Y4 } DOOR JAMB TO BLOCK (+3 } (18 oc MAX R D SECURE GABLE TO 2x8 P.T. PLATE 4ASCALE: ►'=I'-0' 4E SCALE:,'=r-�' MIN. SHANK SIZE .145 w/ 12d NAILS 6 S' D.C. MAX x. _ < MIN. HEAD SIZE .300 _ ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EM5EDMENT 1 ' TRUSS w/ (2)12d NAILS PLASTIC OR METAL WEEP SCREE - INSTALLED 6 MID -POINT OF TRUSS SPAN NOTE: NOTE: 2' TEXTURED CEMENTITIOU6 = = or 10'-0' O.C. MAX SHIM AS NEEDED SHIM A5 NEEDED P.T. 2x4: COATING MIN. (PER A5TM = .'4- TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1) >3' TAPCON G92f) OVER CM __ ATT OR BLOWN -IN INSULATION DO NOT EXCEEDO NOT EXCEEC7 �° (MIN. EMBEDMENT 1 1') 8' FROM EACH (R -VALUE PER ENERGY CALCS) 4 s GYPSUM BOARD OR 2" HIGH STRENGTH 8' CMU BLOCK END and 6 18" O.C. MAX 8' CMU BLOCK CEILING BOARD" DRYWALL a" DRYWALL (1) DRIVE PIN, 8' FROM EACH END and ONC. FILLED U -BLOCK wl (1) P.T. 2xN 18' O.G. MAX BLOCK WALL SECTION — GABLE ROOF' (SEE WINDOW/)OOR JAMB BL.00KIW- Ix4 or 1x2 P.T. NAILER P.T. Ix4 or 4 x4 MIN. 1x4 or 1x2 P.T. NAILER CONTINUOUS REBAR DOOR CA51NG �' O58 (4" WIPE MIN.) MIN. SHANK SIZE .145 SINGLE STORY SCALE: 3/4'=i° -t%0' FAS'iIER SCHEDUI E 1=0R ATTACHMENT {SEE WINC7GlUlpOOR JAMB Bl OCKING FASTENER SCHEDULE FOR ATTACHMENT) MIN. HEAD 517E .300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL POOR CASING MIN. EMBEDMENT 1 1 i SHINGLES OR TILE (PER BLDR) (ATTACHED TO BLOCKING MEMBER wl (2) 12d NAILS S' FROM OOR JAMB / WINDOW PER MFR'a SPECIFICATIONS EACH END and 0 IV O.C. MAX (ATTACHED TO BLOCKING OVER #30 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) F'.T.2x6: � INSTALLED PER SECTION 8905 OF THE FBCR, NOTE: SECURE TO BLOCK Lu/ (2) TAPCONS 6TH EDITION (2010 WINDOW TO BLOCK (+I 2 } STRUCTURAL 2x MUST 5E ON OUTSIDE SECURED (MIN. EMBEDMENT 1 �") 8' FROM EACH DQ O R JAMB TO BLOCK (+I 2" } THROUGH NON-5TRUCTURAL MEMBER Ox or 6' 055) END and 6 18' O.G. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 48 w/° TAPCON MIN. I° EMBEDMENT INTO BLOCK or METHOD PER 'NAILING SCHEDULE')— SCALE: I'4-0' (2) DRIVE PIN5, 8' FROM EACH END and RE -ENGINEERED ROOF TRUSS 18' c.c. MAX EMBEDDED STRAP ATT OR BLOLUN-IN INSULATION WINDOW TO BLOCK (+3% 6 '1) MIN. SHANK SIZE .145 (PER PLAN NOTE: , 71 MIN. HEAD SIZE .300 VALUE PER PER ENERGY cALcS) DOOR JAMB TO BLOCK (+3 16 } MIN. E>'�BEDMENT 1 1' SHIM AS NEEDED TO PLUMB JAMB. �� SCALE: 1'=I' -m' METAL. DRIP EDGE-- � � i � DO NOT EXCEED �' 2x6 SUB -RAN GYPSUM BOARD OR HIGH P.T. 2x8: STRENGTH CEILING BOARD 8' CMU BLOCK SECURE TO BLOCK w/ (2)16' TAPCONS VENTED _ ONG. FILLED U -BLOCK w/ ' DRYWALL. NOTE: (MIN. EMBEDMENT 1 ") S' FROM EACH ALUMINUM SOFFIT - (I) CONTINUOUS REBAR P.T. 2x Ix4 or 1x2 P.T. NAILER SHIM A5 NEEDED END and a 18" O.C. MAX F'LANI ,' (SFE WINDOW/DOOR JAMB BLOCKING ;, _l RECAST LINTEL 7" TO PLUMB JAMB. or WINDOW (PER PLAN), FA5TENER SCHEDULE FOR ATTACHMENT 1� 058 (4 WIDE MIN.) (2) DRIVE PINS S' FROM EACH END and -.. (S17E ANP REINFORCEMENT DOOR JAMB / WINDOW DOOR CA5ING DO NOT EXCEED �° � 18' O.G. MAX ATTACHMENT PER MFR. PER PLAN) MIN. SHANK SfZE .145 (ATTACHED TO BLOCKING SPECIFICATION ----� 7 8 CMU BLOCK PER MFR'5 SPECIFICATIONS" DRYWALL MIN. HEAD 517E 300 NOTE: P.T. Ix4 or 4"x4" MIN. 1x4 or 1x2 P.i. NAILER MIN. EMBEDMENT 1 4' STRUCTURAL, 2x MUST BE ON OUTSIDE 4 SECURED (SEE WINI)OW/IaoOR JAMB BL oG►cfNC� P.T. Ix (4" WIDE MIN.) ALL INSULATION FASTENER SCHEPUL-E FOR ATTACHMENNT) THROUGH NON-STRUCTURAL MEMBER (1x or - OSB) DOOR CA51NC,3 P.T. (2) 2x4: PRECAST OR POURED IN (R -VALUE PER ENERGY CALCS) 3 1 1� SECURE 2nd 2x TO STRUCTURAL w/" TAPCON MIN. 14 EMBEDMENT INTO BLOCK MEMBER w/ (2) 12d NAILS 8" FROM OOR JAMS /WINDOW SECURE TO STOCK w/ (1) �' TAPCON PLACE SILL (PER BLDR 'GYPSUM WALL BOA T EACH END and e 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 �') s' FROM EACH ' TEXTURED GEMENTITIauS (1) � REBAR VERTICALLY IN WINDOW TO BLOCK (+I � s"� PER MFR'S SPECIFICATIONS) END and 18" O.C. MAX COATING MIN. (PER ASTM _ _ : CONC. POURED CELL NOTE: or C926) OVER GM�l- -I ;- (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+t 1�6 STRUCTURAL 2x MUST BE ON OUTSIDE � SECURED (1) DRIVE PIN, 8' FROM EACH END and 8.. CMU— I = : - 6 IS O.C. MAX P.T. FURRING STRIPS 1(o" O.C. 4C SCALE, F=I'-0, THROUGH NON-STRUCTURAL MEMBER Nx or �6' OSB) MIN. SHANK SIZE .145 I-' w/" TAPCON MIN. 1" EMBEDMENT INTO BLOCK MIN. HEAD 51xE 300 OOP BASE MIN. EMBEDMENT 1 NOTE: -- : WINDOW TO BLOCK (+3y 6"} f: SHIM AS NEEDED a. TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3yP.T. (2) 2xb:6 } 1 -CONCRETE SLAB DO NOT EXCEED 1 4F SECURE TO BLOCK w/ (2) 1' TAPCON5 z' - (SEE FOUNDATION PLAN FOR 517E (MIN. EMBEDMENT 1 ") 8' FROM EACH ` AND REINFORCEMENT) 8' CMU BLOCK END and a 18" O.C. MAX ��XTERIOR WALL FOOTING' DRYWALL UPLIFT UP TO I Irt5 Ib or (SEE FOUNDATION PLAN FOR SIZE (SEE U11hID0IU/poOR JAMB o.T. 2x Ix4 or ix2 P.T. NAILER (218 DRIVE MAX PINS, 8' FROM EACH END and BLOCK WALL SECTION - NIP ROOF AND REINFORCEMENT) SfMPSON HTs2a w/ (10) 10d NAILS TO TlUSS tv " P.T. Ix (4 WIDE MIN.) I" ,, SINGLE STORY SCAIE: 3l4`ml'-O' FASTENER SCHEDULE FOR ATTACHMENT (4) " X2 " TAPCON5 INTO F30ND BEAM � RE -ENGINEERED MIN. SHANK SITE .145 DOOR JAMB / WINDOW gDOf2 CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS)— T12US5 MIN. HEAD 51ZE .300 (ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT 1' BATT INSULATION ADHERED To CEILING 8" GYPSUM BSI BOARD OR #' HIGH PER MFR'5 SPECIFICATIONS UPLIFT BEAM BOARD (R -VALUE PER ENERGY GALCS STRENGTH CEILING BOARD (2) 51MP5oN HT520 EACH SIDEE OFF TRUSS w/l NOTE: (10) 10d NAILS TO TRUSS 4 (4) X2TAPCON5 .�._._ STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BON© BEAM P.T. (2) 2x8: SECURE TO BLOCK wl (2) J" TAPGON�i _ ... _ THROUGH NON-STRUCTURAL MEMBER Ox or Ib' 058) (or EQUIVALENT INSTALLED PER MFR'S 5PEC5 ' X1 x l w/ "' TA N I' EM R EACH TAPCON MIN. BEDMENT INTO BLOCK (MINEMBEDMENT 1 ") 8' F OM Y - END and � 18' O.C. MAX IAPCONS MIN: or WINDOW TO BLOCK(+2 (2) DRIVE PIN5, S' FROM EACH END and OOP CASING AT SIDE 4 I 2' APART 18' O.G. MAX 3 ATTIC ACCESS AIR SEAL. GASKET BETWEEN DOOR JAMB TO BLOCK (+2 Y4 TRUSS ANCHOR RETRO—FIT MIN. SHANK 51ZE .145 SCALE: N:rs.WOOD CASING 4 GYP, 4D 5 MIN. HEAD SIZE 300 BOARD (TYP) SCALL: r=P-O' SCALE: N.T.S. MIN. EMBEDMENT 114 ARCHITECTS FAX;407-774-4078 L.www.abd esigngrou p.com AA ti: 0003325 r1©©�l7.�i1a i SUDDIV. & IOT: KENSINGTON RESERVE (LOT X21) SHEET D + NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE 2x LBW (STUD SIZE, SPACING PRE-ENGINEERED PRE-ENGINEERED 4 LOCATION PER PLAN) ROOF TRU65 ROOF TRU55 r,' 0.5.8. or Y' CDX PLYWOOD - 8d RING SHANK GUN NAILS 4" O.C. SUPPORTED PANEL EDGES AND ad RING SHANK GUN NAILS e (o' O.C. a INTERMEDIATE SUPPORTS. SEE PETAIL. - ROOF SHEATHING TO GABLE ENE) FRAME USE Sd RING SHANK GUN NAILS 4' O.C. EDGEWISE. -A EGURE 2x TO CMU w/ (3)Y2" x 9' 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END. ANCHOR BOLT w/ 2' WASHER SET -------DOUBLE TOP PLATE TO STUD -' - —DOUBLE TOP PLATE TO STUD IN 51MP50N OR USP HIGH ROOF DIAPHRAGM - GEMENTITIOUS TILE or METAL - STRENGTH EPDXY (6' MIN. W/ SIMPSON 6P4 (USP SPT4) w/ 5IMPSON 5P4 CUSP 5PT4) EMREDMNt) i 3a O.C. MAX f 32 O.C. MAX %s CDX EXTERIOR PLYWOOD or 132' APA -RATED O.S.B. (A5 PER MANUFACTURER'S 7a _ 2x 5TUD5 lou O.G. MAX 2x 5TUD5 16' O.G. MAX INSTALLATION SPECIFICATIONS) - ad RING SHANK GUN NAILS 6 4' O.C. s SUPPORTED PANEL NOTE: (1) ANCHOR BOLT UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE EDGES ANP ad RING SHANK GUN NAILS v 6' O.C. v INTERMEDIATE SUPPORT5. SEE DETAIL, LOCATED V FROM TOP AND ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS 4' O.C. EDGEWISE. _ 0TTOM 4 (I) N -C - 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS TOP CHORD BLOCKING 4 -r. B EAR MID ENTER BLOCKING MID -WALL BLOCKING MID -WALL 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END. O.C. MAX IN FIRST (2) FRAMING SPACES 0 EACH END--- EXTERIOR WALL SHEATHING` PRE-ENGINEERED TRUSS _ or RAFTER' �6' O.S.B. or Y' PLYWOOD or %" ZIP BOARD SYSTEM - 8d RING SHANK GUN NAILS f 4' O.C. R I.. ' = GYPSUM WALL BOARD" GYPSUM WALL BOARD PANEL EDGES AND ad RING SHANK GUN NAILS 4 O.C. TOP BOTTOM PANEL AND Sd RING ROOF SHEATHIN 1) 05 REBAR VERTICALLY IN SHANK GUN NAILS V 6" D.C. AT INIERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL DE PERMITTED AS AN ACCEPTA5L_E FASTENER FROM ANY MANUFACTURER. NAILL REQUIREMENTS 517E HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK ad ROUND, MODIFIED OR T 2 Y8 .131 110,000 RING _T=_1 (16-20 RINGS PER INCH) ECURE BOTTOM PLATE TO SLAB w/ CONC. POURED CELL Y" x 9' ANCHOR BOLT w/ 2' WASHER - (LOCATION PER PLAN) SET IN 5IMP50N HIGH STRENGTH (1 EPDXY (OR EQUIVALENT) 6' aSECURE BOTTOM PLATE TO EMBEDMENT MIN. Q 32' D.C. MAX NCRETE SLAB SLAB �u/ CU 10d CUT NAIL TUD fi0 BaTTgM PLATE w/ _ rf��((EE FOUNDATION PLAN FOR SIZE 32' O.C. MAX SIMPSQN 5P4 (USP 6PT4) 32" ANp RE1IORGEMENt) a.C. MAx BEARING -WALL. FOOTING. , t ONCRETE SLAB J ONCRETE SLAB ROOF SHEATHING LAYOUT AND ENDWALL ° ° (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION FLAN FOR 517E BRACING FOR GABLE END FRAMING •�,, •:• AND REINFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) ® XTERIDR WALL FOOTING NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING ed RING 5NArd;e GUN NAILS 0 4" O.C.(SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE rcP�rT�M�r� 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 $GALE: 3/4'4-0' 4A4 B SCALE: 3/4'=1'-0' SCALE. 3/4'=1'-0' -`i cca z � 3 Sd RING SHANK GUN NAILS 6" o.C. IN FIELD PRE-ENGINEERED PRE-ENGINEERED ROOF TRU55 ROOF TRU55 r Q _ I'-V�IIININMI OVER-1AF1 10f? TOP PLATE 5PLICE S) 5 CUi2E TOP PLATE5 u,/ 16d COMMON NAILS 'a �'V O'C' — UA TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHINGt I I I I I I T 7 T T T T 7- u " o (O.SB. TO BE STRUCTURAL GRADE) TOP PLATE ---DOUBLE TOP PLATE t0 STUD 2x WOOD or METAL 5TUD5 �/ 2(Md C. MAX SON 4 (USP SPT4J 1:� �; 24" O.C. MAX 2x CONTINUOUS 6TRE55 -� z Q (NOT LOAD BEARING) IN SHANK UN NAILS 12 BLOCKING 0 MID -WALL -��� Z fry . 2x STUDS 16 O.C. MAX �} `1 O.G. IN FIELD - ' {f � � ; u or ` 8d x 3" SCREW SHANK BALLISTIC CA NOTED OTNERWIvE LIA NOTE: ST FLOOR STUDS TO 2ND FLOOR STUDS 10 `" -a ELECTRO CALVANIzEp SCRIP DO NOT SPLICE TOP PLATES WITHIN 6'-0" SECURED w/ 51MP50N OR U5P M6TA36 % T4G 5URFLOOR (ATTACHMENT NAILS 1w 12 O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL. ' METHOD PER 'NAILING SCHEDULE') i4 T4G SUBFLOOR (ATTACHMENT _ SHEAR WALLS. METHOD PER 'NAILING SCHEDULE') UNTHREADED SHANK TO EXTEND BEYOND THICKNE56 OF # THIS DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSS X SUB -FLOOR SHEATHING WALLS ANp INTERIOR SHEAR WALLS. 1E -ENGINEERED FLOOR TRU55 OURLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T4G 5UB-FLOOR DECKING GLUED FOR WALL SHEATHING To ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2X 5TUD5 6 IV O.C. MAX (0.5.8. TO BE STRUCTURAL GRADE) 3 � OUBLE TDP PLATE UNLESS NOTED OTHERWISE WALE: �/4'=i'-@' � iGYPSUM WALL BOARD z" GYPSUM WALL BOARD 2x CONTINUOUS STRESS 2x CONTINUOUS 6TRE55 NOTE: RE -ENGINEERED GABLE TRU55 BLOCKING w MIP -WALL BLOCKING 0 MIP -WALL F TRUSS SPAN car ECURE BOTTOM 'LATE TO SLAB w/ DIAGONAL BRACE 0 CENTER O 2X4 �LOCKfNG �3ETWEEN HIGHEST RIDGE. TRU55E5 At FIRST l2J BY x 9 ANCHOR BOLT w/ 2 WASHER BAYS Y2 STUDS � 16" O.G. MAX SET IN SfMPSON NIGH STRENGTH f DIAGONAL3RAGE TO BE ANY SPAN 15'-0" OR (4'-0' D.C. SHEATHING SEAMS) UNLE56 NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6' GREATER (REFER TO :TRU55 ENGINEERING FOR 2) 2x4 SYP 02 DIAGONAL BRACE w/ (3)—SECURE BOTTOM PLATE TO EMBEDMENT MIN. 9 32" D.C. MAX ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT.) 12d NAILS ,w EACH TRU55 (DIAGONAL SLAB w/ (1)10d GUT NAIL e TUD TO BOTTOM PLATE w/ 0'-011 - 30'-0" USE (1) X -BRACE x -BRACING TO COVER 5-TRU55E5 32' O.G. MAX 5IMP60N 5P4 (USP 6PT4) 32" - 30'-1' 60'-0' USE (3) X -BRACE # . �of • .` � • ' , } (1) X -BRACE tv CENTER 4 (2) BRACES f O.G. MAX 41 DIVIDED EQUALLY FROM CENTER TO END s , . :.: ' . : ONCRETE SLAB d • : a ONCRETE 5LA5 (5EE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR 61ZE ,. AND REINFORCEMENT) AND REINFORCEMENT) 5T11=F5ACK AT ALL UPRIGHTS '; NTERIoR BEARING WALL FOOTING NTERIoR BEARING WALL FOOTING OVER 4'-10' NIGH (5EE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (AS PER TRUSS ENGINEERING)ti AND REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL WEEP SCREE TWO STORY L. B. W/ NO UPLIFT TWO STORY L.B.W. W/ UPLIFT SHOWN w/ CMU (FRAME CONDITION '7B �,_ ,. , Y_,} 5A 5B 7B 5B SCALE: 3/4'4-0' SAME X -BRACING REQUIREMENTS) WA2 ONT. 2x4 RAT -RUN ATTACHED To EACH GABLE X -BRACING- Z TRU55 wl (2)]2d NAILS INSTALLED 9 MID -POINT OF TRU55 SPAN WALE. 3/4'--V-0' or 10'-0" O.C. MAX f L1441NALD REAGANLONG mWOOD, FL 32750407-774-607800-4-4747ww designgroup. #i: 0003325 SUBDIV_ & LOT: KENSINGTON RESERVE (LOT #21) PAGE: SECTIONS/ DETAILS D A 6-.: sc LfE:1/41) 11-0„ SHEET _ D 2 _T=_1 LJ I ECURE BOTTOM PLATE TO SLAB w/ CONC. POURED CELL Y" x 9' ANCHOR BOLT w/ 2' WASHER - (LOCATION PER PLAN) SET IN 5IMP50N HIGH STRENGTH (1 EPDXY (OR EQUIVALENT) 6' aSECURE BOTTOM PLATE TO EMBEDMENT MIN. Q 32' D.C. MAX NCRETE SLAB SLAB �u/ CU 10d CUT NAIL TUD fi0 BaTTgM PLATE w/ _ rf��((EE FOUNDATION PLAN FOR SIZE 32' O.C. MAX SIMPSQN 5P4 (USP 6PT4) 32" ANp RE1IORGEMENt) a.C. MAx BEARING -WALL. FOOTING. , t ONCRETE SLAB J ONCRETE SLAB ROOF SHEATHING LAYOUT AND ENDWALL ° ° (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION FLAN FOR 517E BRACING FOR GABLE END FRAMING •�,, •:• AND REINFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) ® XTERIDR WALL FOOTING NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING ed RING 5NArd;e GUN NAILS 0 4" O.C.(SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE rcP�rT�M�r� 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 $GALE: 3/4'4-0' 4A4 B SCALE: 3/4'=1'-0' SCALE. 3/4'=1'-0' -`i cca z � 3 Sd RING SHANK GUN NAILS 6" o.C. IN FIELD PRE-ENGINEERED PRE-ENGINEERED ROOF TRU55 ROOF TRU55 r Q _ I'-V�IIININMI OVER-1AF1 10f? TOP PLATE 5PLICE S) 5 CUi2E TOP PLATE5 u,/ 16d COMMON NAILS 'a �'V O'C' — UA TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHINGt I I I I I I T 7 T T T T 7- u " o (O.SB. TO BE STRUCTURAL GRADE) TOP PLATE ---DOUBLE TOP PLATE t0 STUD 2x WOOD or METAL 5TUD5 �/ 2(Md C. MAX SON 4 (USP SPT4J 1:� �; 24" O.C. MAX 2x CONTINUOUS 6TRE55 -� z Q (NOT LOAD BEARING) IN SHANK UN NAILS 12 BLOCKING 0 MID -WALL -��� Z fry . 2x STUDS 16 O.C. MAX �} `1 O.G. IN FIELD - ' {f � � ; u or ` 8d x 3" SCREW SHANK BALLISTIC CA NOTED OTNERWIvE LIA NOTE: ST FLOOR STUDS TO 2ND FLOOR STUDS 10 `" -a ELECTRO CALVANIzEp SCRIP DO NOT SPLICE TOP PLATES WITHIN 6'-0" SECURED w/ 51MP50N OR U5P M6TA36 % T4G 5URFLOOR (ATTACHMENT NAILS 1w 12 O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL. ' METHOD PER 'NAILING SCHEDULE') i4 T4G SUBFLOOR (ATTACHMENT _ SHEAR WALLS. METHOD PER 'NAILING SCHEDULE') UNTHREADED SHANK TO EXTEND BEYOND THICKNE56 OF # THIS DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSS X SUB -FLOOR SHEATHING WALLS ANp INTERIOR SHEAR WALLS. 1E -ENGINEERED FLOOR TRU55 OURLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T4G 5UB-FLOOR DECKING GLUED FOR WALL SHEATHING To ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2X 5TUD5 6 IV O.C. MAX (0.5.8. TO BE STRUCTURAL GRADE) 3 � OUBLE TDP PLATE UNLESS NOTED OTHERWISE WALE: �/4'=i'-@' � iGYPSUM WALL BOARD z" GYPSUM WALL BOARD 2x CONTINUOUS STRESS 2x CONTINUOUS 6TRE55 NOTE: RE -ENGINEERED GABLE TRU55 BLOCKING w MIP -WALL BLOCKING 0 MIP -WALL F TRUSS SPAN car ECURE BOTTOM 'LATE TO SLAB w/ DIAGONAL BRACE 0 CENTER O 2X4 �LOCKfNG �3ETWEEN HIGHEST RIDGE. TRU55E5 At FIRST l2J BY x 9 ANCHOR BOLT w/ 2 WASHER BAYS Y2 STUDS � 16" O.G. MAX SET IN SfMPSON NIGH STRENGTH f DIAGONAL3RAGE TO BE ANY SPAN 15'-0" OR (4'-0' D.C. SHEATHING SEAMS) UNLE56 NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6' GREATER (REFER TO :TRU55 ENGINEERING FOR 2) 2x4 SYP 02 DIAGONAL BRACE w/ (3)—SECURE BOTTOM PLATE TO EMBEDMENT MIN. 9 32" D.C. MAX ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT.) 12d NAILS ,w EACH TRU55 (DIAGONAL SLAB w/ (1)10d GUT NAIL e TUD TO BOTTOM PLATE w/ 0'-011 - 30'-0" USE (1) X -BRACE x -BRACING TO COVER 5-TRU55E5 32' O.G. MAX 5IMP60N 5P4 (USP 6PT4) 32" - 30'-1' 60'-0' USE (3) X -BRACE # . �of • .` � • ' , } (1) X -BRACE tv CENTER 4 (2) BRACES f O.G. MAX 41 DIVIDED EQUALLY FROM CENTER TO END s , . :.: ' . : ONCRETE SLAB d • : a ONCRETE 5LA5 (5EE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR 61ZE ,. AND REINFORCEMENT) AND REINFORCEMENT) 5T11=F5ACK AT ALL UPRIGHTS '; NTERIoR BEARING WALL FOOTING NTERIoR BEARING WALL FOOTING OVER 4'-10' NIGH (5EE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (AS PER TRUSS ENGINEERING)ti AND REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL WEEP SCREE TWO STORY L. B. W/ NO UPLIFT TWO STORY L.B.W. W/ UPLIFT SHOWN w/ CMU (FRAME CONDITION '7B �,_ ,. , Y_,} 5A 5B 7B 5B SCALE: 3/4'4-0' SAME X -BRACING REQUIREMENTS) WA2 ONT. 2x4 RAT -RUN ATTACHED To EACH GABLE X -BRACING- Z TRU55 wl (2)]2d NAILS INSTALLED 9 MID -POINT OF TRU55 SPAN WALE. 3/4'--V-0' or 10'-0" O.C. MAX f L1441NALD REAGANLONG mWOOD, FL 32750407-774-607800-4-4747ww designgroup. #i: 0003325 SUBDIV_ & LOT: KENSINGTON RESERVE (LOT #21) PAGE: SECTIONS/ DETAILS D A 6-.: sc LfE:1/41) 11-0„ SHEET _ D 2 2x RIDGE ONE 51ZE LARGER THAN -ENGINEERED TRU55 RAFTER SIZE w/ MIN. (3)12d NAILS Z7 or MIN. (4) 10d GUN NAIL Ix(o COLLAR TIE s EVERY OTHER U ' GYPSUM OA O m RAFTER w/ MIN. (3) 12d NAILS or - i3 P RD R MIN. (4)10d GUN NAIL �G 1i HIGH STRENGTH GEILING 51MP50N VCR or USP VTT iiiAi�w°i • . • • • ca 5 BOARD 2x RAFTER INCxLE 2x TOP PLAN SPACING (1) 6 EACH END AND (o'-0" O.C. MAX _ Ix,5 NAILER SECURED TO TRU55E5 -� BELOW w/ (2) 12d NAILS or (3) 10d GUN NAILS 6 EACH TRUS' GYPSUM WALE. BOARD o 2x WOOP5 5TUP5 24' O.C. RAFTER TO TRU55 w/ 6IMP50N (SIZE PER PLAN) a MT'512 or USP MTWI2 ALTERNATE CONNECTION (CREATE VOID POR STRAP SECURE RAFTER to 5LOCKIN� 5ETWEEN TRU55E5 PENETRATION w/ 51MP50N or USP MSTA24 SECURE BLOCKING TO TRUSS BOTTOM CHIORD w/ l� CONVENTIONALLY FRAMED ROOF c3)12d NAILS EACH END. 4 RE -ENGINEERED ROOF TRUSSES ECURE BOTTOM PLATE TO -` OOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES SLAB w/ 12' L.MAXMASONRY NAILS � 32' O.C. MAX TYPICAL VALLEY TRUSS CONNECTION 6CALE: 3/4'-1'-0' 2x4 SECURED TO GABLE END w/ ONGRETE SLAB (2) 12d w EACH UPRIGHT 2x4 SECURED TO GABLE END w/ (SES FOUNDATION PLAN FOR (2) 12d SPACED (b S' O.C. MAX SIZE AND REINFORCEMENT) a ` a WATER RESISTANT BACKERBOARD (pENSHIELDJ 2x4 RAFTER w 24' O.C. - 1/2' DEN5HIELP (5EAT DECK MUST P.T. 2x STUD BE SLOPED 1/2' MIN. To PAN) 6IMP50N L30 or USP A3 INTERIOR NON—BEARING WALL or 8 CMU BLOCK WALL ;��APE�.AStIC AQUA DE EN5E WATER PROOF 1@ BLOCKING (EACH END t WOOD 61-08 Kcal �: 3/4'=I' -O' 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 EACH RAI;TER P.T. 2x4 STUDS AND NBERGLA55 PAN APPLIED z PRIOR TO MEMBRANE 2xRBOARD OR � 1611 O.C. MAX 4 FRAMING (TYPICAL) GYPSUM ' I/APIE5 PER PLAN � INSTALLATION 51MP50N H2.5A or USP RTIA HIGH 5TRENGTH CEILING HOWER PAN a EACH RAFTER TAIL CONNECT[ O BOARD (FIBERGLASS OR CERAMIC) 51MP50N L30 or USP A3 3 %" TOP CHANNEL (25 GAUGE) TOP OF EACH RAFTER CONNECTIO TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS SHOWER SEAT FRAMED OVERHANG or 24" O.C. MAX) 2 �GA)_�: 3/4'=1'-0' 2' GYPSUM WALL BOARD 3 V METAL 5TUID5 (25 GAUGE) 0 24 O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ---PRECAST LINTEL ATTACHED t0 EACH 51pE a 12' O.G. A SECURE 2x TO CMU w/ (2) %6" x 3' TAPCONS 3 %" BOTTOM CHANNEL (25 WITHIN 5' OF EACH END AND faIV O.c. MAX ECURE 2x4 FLAT TO GAUGE) BOTTOM CHANNEL TO or BLOCK w/ CUT NAILS SLAB w/ IOd x 1' MIN. MASONRY DRIVE PIN NAIL w/ WASHER 0 32" O.C. MAX. (MIN, SHANK SIZE .145 ' 4 MIN. EMBEDMENT OF 1 Y4') CONCRETE SLAB WITHIN 8 OF EACH END AND toIS O.C. MAX (SEE FOUNDATION PLAN POIR SIZE AND REINFORCEMENT) j WALL SHEATHING r� 4) — (TYPE AND ATTACHMENT METHOD r u 4� :1 G J. _, PER "NAILING SCHEDULE') id ECURE 2x(o MIN. TO BLOCK w/ NOTE: .T. 2x,5STUD BLOCK (2)Y' x 9' ANCHOR BOLTS w/ 2' <� WASHER SET IN SIMPSON or USP STUD GAUGE 15 HEIGHT 5PECIPIC. CONSULT B HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD HE f CANT LIMITS. (MIN. (o' EMBEDMENT) Our�l GkNiN� (ut� ra'a INTERIOR NON—BEARING WALL METAL BT05 WALE. 3/4'=1'-0' *°s s SECURE 2x& MIN. TO BLOCK w/ _ (3) y' x 9' ANCHOR BOLTS w/ 2' 2' TEXTURED CEMENTITIOUS IJ 12E5AR VERTICALLY IN CONC. POURED WASHER SET IN 5IMP50N or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) RECAST OR POURED IN HIGH STRENGTH EPDXY (MIN. &I C92(o) OVER CM PLACE SILL (PER BLDR) EMBEDMENT ' CMU BLOCK f f K \/ WEATHER STRIP MOLDING AROUND DOOR ;< (PER MANUrACTURER'S SPECIFICATIONS) S' CM ,. \ ----- - - 2xr P.T. WOOD 5T0 SECURED TO FILLED CELL wl (3)%' x 9" ANCHOR BOLTS wl 2' WASHER SET IN 6IMP50N or USP HIGH GALVANIZED STEEL TRACK BRACKETS STRENGTH EPDXY (MIN.(VE 5EDMENT) (BY OTHERS - INSTALLED TO 2x6 P.T. 5UCK5 PER MANUFACTURER'S 6PEGIFICATION5 1' MIN, S! IDvERHEAD GARAGE DOOR (BY OTHERS) S , ' v BOOM .. WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT SECTION ALVANIZED STEEL VERTICAL TRACK r� ARCH (BY OTHERS - INSTALLED PER 3 SGAI-�: 3/4'=1� �� A �iGAI: 3/4':1'-0' ��-�� ��'�� MANUFACTURER'S 5PEG11=1GATIONS) ARCHITECTS FAX:407-774-4078 www.abdesigngroup.co m AA : 00 25 n®©O©vp SUBDIV. & LOT: KENSINGTON RESERVE (LOT #21) PAGE: SECTIONS/ DETAILS ARCHITECT- SF,IgET ID3 ARCHITECT 5 LmwwFAiXA07-774-4078wwwdesigngroup.com #: 0003325 NEWwww 11w SUBDIV. & LOT* KENSINGTON RESERVE (LOT #21) PAGE: SECTIONS/ DETAILS SHEET _D A SHINGLES OR TILE (PER BLDR) SHINGLES OR TILE (PER BLDR) REFER To DETAIL 102 FOR GABLE BATT OF, BLOWN -IN INSULATION X-5RAGfNG REQUIREMENt6 (R -VALUE PER ENERGY CALCS) OVER XFELT PAPER loft APPROVED OVER #30 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION 8905 OF EQUAL) INSTALLED PER SECTION R905 OF PRE-ENGINEERED PRE-ENGINEERED ROOF CRUS THE FBCR, 6tH EDITION (2011) THE FBCR, 6TH EDITION (2011) GABLE ROOF TRUSS TW15T STRAP (PER PLAN _ ^_. _., _; __, __. OVER ROOF SHEATHING (TYPE AND OVER ROOF SHEATHING (TYPE AND 2x4 BLOCKING BETWEEN TRUS5E5 DOUBLE TOP PLAT ATTACHMENT METHOD PER ONAILING ATTACHMENT METHOD PER 'NAILING At 1=1R5t l2J BAYS SCHEDULE') SCHEDULE" (4'-0' O.C. SHEATHING SEAMS) METAL pRfp EDGE-- ' GYPSUM BOARD OR 1" HIGH METAL DRIP EpG r , 2x6 SUB -BAN .< STRENGTH CEILING BOARD 2x6 5U5-5AN TIIFBACK At ALS. UPRIGHTS _ IL VENTED ALUMINUM SOFFIT— r: EXTERIOR BEARING STUD. (AS PER TRU55 ENGINEERING) = ALL SPACER FOR CONDITIONS WHERE TRUSS AND PFPI[Ard , ONT. 2x4 RAT -RUN ATTACHED to = PES: FLAN --)STUD LINE-UP, USE A 6IMP50N HIOA DOUBLE TOP PLA I` EACH TRUSS w/ l2) 12d NAILS _ 2x4 STUDS 16' O.C-- (USP RT16A) INSTALLED fo MID -POINT Or TRU55 WINDOW HEADER ALL INSULATION TEXTURED CEMENTITIOUS COATING MIN. a�' SPAN or 10'-0' D.G. MAX _ = 2x8 BLOCKING (51ZE PER PLAN (R -VALUE PER ENERGY CALCS) (PER A5TM G926) OVER PAPERBACK _ . _ ^�,--BATF OR BLOWN -IN INSULATION - ,Y ,L, - SECURED w/ l3J I2d � $ TEXTURED CEMENTITIOUS COATING MIN. WINDOW (PER PLAN), ATTACHMENT EXPANDED METAL LATH, OVER APPROVED ,^\ ; (R -VALUE PER ENERGY CALCSJ _ NAILS EACH EN (PER ASTM G926J OVER PAPERBACK PER MFR SPECIFICATIONS 2 -LAYER WATER RESISTANT BARRIER, OVER J ) _ `, EXPANDED METAL LATH, OVER, APPROVED WALL SHEATHING (TYPE AND ATTACHMENT I ECURE 2x4 TO DBL TOP PLATE wl %8' x 6' � = 2 -LAYER WATER RESISTANT BARRIER, OVER METHOD PER 'NAILING 5GHEDULE')-,' ;<=„ WINDOW SILL TNRU-BOLTS 32" O.G. MAX, thin SECURE GABLE - - -= WALL SHEATHING (TYPE AND ATTACHMENT ,= TO 2x4 w/ 12d NAILS S O.G. MAX METHOD PER 'NAILING SCHEDULE" WALL INSULATION{or EXTERIOR BEARING STUDS (R -VALUE PER ENERGY CALGS Y SECURE GABLE TO DSL TOP PLATE w/ SIMPSON - DRYWALL CONTINUOUS 2x4 w/ (4) 16d NAILS a TOP = ` [SIZE AND SPACING PER NOTE 021, WINDOW HEADER NGA10 1w 2411 O.C. MAX OF FLOOR TRUSS (TOS' 2x4 SUPPORTS � UNDER CATEGORY TIMBER ON (SIZE PER PLANT-- - (or EQUIVALENT INSTALLED PER MFRS SPECS) WALL MOUNT RAIL BLOCKING BOTTOM PLATE 01= 2nd FLOOR WALL _ GENERAL. NOTES SHEET GN)] or �� i4 T $C3 SUBFLOOR (ATTACHMENT SECURE GABLE TO DBL TOP PLATE w/ 51MP60N SHEATHING MUST NOT BREAK WITHIN METHOD PER 'NAILING SCHEDULE') M5TA24 32' O.C. MAX V-4` MIN. FROM 2nd FLOOR LIN FRAME WALL SECTION - GABLE ROOF (or EQUIVALENT INSTALLED PER MFR'S SPECS) RAILING DETAIL $GALL: 3/4"-4-ol SCALL: N.1.5. CONTINUOUS 2x6 wl (6)16d NAILS BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 � RE -ENGINEERED FLOOR TRU55 13 A NAILER FOR WALL SHEATHING 7B _ NOTE: BATT OR BLOWN -IN INSULATION SHINGLES OR TILE (PER BLDR) ' GYPSUM BOARD OR�� NIGH (R -VALUE PER ENERGY GALCS 51 STRENGTH CEILING BOARD HANDRAILS WITH A CIRCULAR GR055 PRE-ENGINEERED ROOF TRUS OVER #30 FELT PAPER (OR APPROVED PLASTIC OR METAL WEEP 5CREE �.; ,� MBEDDED SCRAP HANDRAIL SECTION SHALL HAVE AN OUTSIDE Rg05 OF (PER PLAN) � DIAMETER OF AT LEAST 14' INCHES (32 MM) DOUBLE TOP PLAT THE FBCR�6�NLEDITPION (20 �)fON CONG.1=1 U- LOCK cul FILLED B AND NOT GREATER THAN 2 INCHES (51 MM). - - (1) $5 CONTINUOUS REBA "'' - RECAST LINTEL fF THE HANDRAIL I5 NOT CIRCULAR, IT / ., ,) OVER ROOF SHEATHING (TYPE AND WINDOW (PER PLAN), (SIZE AND REINFORCEMENT SHALL HAVE A PERIMETER DIMENSION QF METAL DRIP EqG / - ATTACHMENT METHOD PER 'NAILING ATTACHMENT PER MFF PER PLAN) At LEAST 4 INCHES 1102 MM) AND NOT 2x6 5UB-BAN SCHEDULE") SPECIFICATION GREATER THAN 6 4 INCHES (160 MM) WITH VENTED ` A MAXIMUM GRO55 SECTION OF DIMENSION ALUMINUM SOFFIT MIN.OF 2 4 INGLES (5l MM). EDGES SHALL HAVE $' TEXTURED CEMENTITIOU5 COATING MIN. GYPSUM BOARD OR NIGH A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). (PER ASTM 0926) OVER PAPERBACK STRENGTH CEILING BOARD ALL INSULATION EXPANDED METAL LATH, OVER APPROVED IMP50N 5P2 (USP 5PT24) 1r EACH 2X8 STUD PRECAST OR POURED IN (R -VALUE PER ENEMY CALCS) (` 2 -LAYER WATER RE515TANT BARRIER OVER UPLIFT CONNECTOR PLACE SILL (PER BLD id n GYP5UM WALL BOARD WALL SHEATHING (TYPE AND ATTACHMENT 00000 METHOD PER 'NAILING SCHEDULE' " TEXTURED CEMENTITIOUS 1) *5 REBAR VERTICALLY IN FULL WALL COATING MIN. (PER ASTM GONG POURED CELL "v— 2x8 SYP #2 WOOD STUDS Q 12" O.C. MAX -� 092(0) OVER CMU-- (LOCATION PER PLAN) THE CLEAR SPACE BETWEEN THE Yz' DIAMETER ANCHOR BOLT @ _ P.T. FURRING STRIPS 16' O.C. HANDRAIL AND THE 12' O.G. MAX w/ -1" EMBEDMENT 8' CMU— ;_; ` WALL SHALL BE 1 Y 2' DIAMETER WASHER �' GYPSUM WALL BOARD OOD BASE 2x8 5YP *2 WOOD STUDS 12" O.C. MA 6IMP50N SPI (USP 5PT22) 42' KNEEWAL EAGN 2x8 STUD a d 1 7B(1) COURSE TIE -BEAM POURED SOLID w/ CONCRETE w/ (1) la REBAR HORIZONTALLY A d aNcREtE SLAB I RECAST RECAST LINTEL J (SEE FOUNDATION PLAN FOR SIZE CONTINUOUS HANDRAIL to WINDOW (PER PLAN), AND REINFORCEMENT d REINFORCEMENT) 34" MIN. XTERIOR WALL FOOTING TO 38" MAX AFF. ATTACHMENT PER MFR. PER PLAN) (5EE FOUNDATION PLAN FOR SIZE SPECIFICATIONS - — FRAME ONBLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) STAIR HANDRAIL" UA 1 Two StoRY SGAL: 3/4=t-� 4A TWO 6TOR' ScgI : 3/41--11-0 wa PRECAST OR POURED IN PLACE SILL (PER BLDR ' TEXTURED GEMENTITIDUS ALL INSULATION 16d NAILS @ 8 O.G. MAX' TEXTURED CEMENTITIOUS COATING MIN. (PER COATING MIN. (PER ASTM (R -VALUE PER ENERGY GALCS) 2x4 BLOCKING EACH BRACE: TOENAfI. ASTM G926) OVER PAPERBACK EXPANDED METAL .. - ONTINUQUS 2x4 w/ (4)16d NAILS TOP ��- C926) OVER CM 1� GYPSUM WALL BOARD INTO TRUSS w/ (4)16d NAILS 6 EACH EN %` . LATH, OVER APPROVED 2 -LAYER WATER RESISTANT: OF FLOOR TRUSS (TOP 2x4 SUPPORTS v u - � �� T4G SUBFLOOR (ATTACHMENT ' BARRIER, OVER WALL SHEATHING (TYPE AND �r BOTTOM PLATE OF 2nd FLOOR WALL) 4 �` - � :�" - �� P.T.FURRING STRIPS ,@ 16 O.C. METHOD PER 'NAILING SCHEDULE' ATTACHMENT METHODPER"NAILING SCHEDULE" f4' T4G SUBFLOOR (ATTACHMENT ` _ 1) 05 CONTINUOUS REBAR 16' O.C. MAX, IN EXTERIOR BEARING STUDSMETHOD PER 'NAILING SCHEDULE") sT o CONCRETE POURED CELL 8d RING SHANK NAILS 4" O.G. [51ZE AND SPACING PER NOTE f <r z L :1 : _ (VERIFY PER PLAN) MAX INTO BLOCKING #21 UNDER CATEGORY TIMBER _3 a41 - OD BASE - i >� SHEET NJ ON GENERAL NOTE EE G ] _ RE ENGINEERED FLOOR TRU65 c `'' ;°� c{� ::•r'' 21- ' PRE-ENGINEERED FLOOR TRUSS,--` ` = r ' EMBEDDED STRAP -----CONTINUOUS 2x6 w/ (6)1(od NAILS C) �— - - ;. - MIN. IN LAg)' REBAR 48" LONG w/ 6' NOOK 1175ZI _1`f - for EQUIVALENT) 7B BOTTOM of FLOOR TRU55 (BOTTOM 2x6 : - 24 O.C. (MIN. 24 IN SLAB) 2x4 BRAGS a 48" O.C. w/ (5) 12d NAILS . �, _ WA (PER PLAN) IS A NAILER FOR WALL SHEATHING) _ . d� •.ld �•--=.�--� . EACH EN GYPSUM BOARD OR HIGH $" ' _ • ' y' '. 4" GONGRETE REINFORCED w/ FIBERMESH AT STRENGTH CEILING BOA J ` f•`- 'TEXTURED CEMENTITIOUS d A RATE OF .151b5 PER CUBIC YARD ON 6 -MIL COATING MIN. (PER ASTM = ® i�, HI g GYPSUM BOARD R a GN o POLY ETHYLENE VAPOR BARRIER ON WELL COMPACTED TERMITE CONC. FILLED U -BLOCK w/ '' C92(o) OVER CMU .':: STRENGTH CEILING BOARD CLEAN TREATED FILL (1) CONTINUOUS REBAR = - NOTE: �'° ,,11 63 1 (3) 15 REBAR ON GHAIRS STRUCTURAL. SHEATHING MUST NOT ONC. FILLED U -BLOCK w/; ���_o BREAK WITHIN 11-41. MIN. FROM 2nd PERPENDICULAR (I) $5 CONTINUOUS REBAR OPEN TO ABOVE WALL SECTION 71 FLOOR TRUSS CONNECTION FLOOR LINE 2 WALE: 3/44-0' PARALLEL TO BLOCK TO BLOCK w STORY SCALE: 3«.'-4-0' ARCHITECT 5 LmwwFAiXA07-774-4078wwwdesigngroup.com #: 0003325 NEWwww 11w SUBDIV. & LOT* KENSINGTON RESERVE (LOT #21) PAGE: SECTIONS/ DETAILS SHEET _D A MSTCM40 1116' 0.5.B. 5WEAT14ING OR (INSTALLED ON TOP OF WALL SHEATHING H 1/2' CDX PLYWOOD 1116' 0.5.5. SHEATHING OR SII• II i 112 CDX PLYWOOD I'vi N' VII v\l 2x4 EXTERIOR WALL . / SII - — STUDS A CONNECT TOP OF STRAP 2X4 BOTTOM PLATE TO SOLID STUD Wl 06)16d Al SINKER NAILS PLAN VIEW - 2x4 WALL PRE-ENGINEERED FLOOR M5TCM40 TRUSS, (INSTALLED ON TOP OF -1116' 0.5.8. SHEATHING OR WALL SHEATHING 1/2' cDX PLYWOOD M5TCM40 2X6 EXTERIOR WALL STUDS A 2X6, BOTTOM PLATE CONNECT 150TTOM OF PLAN VIEW - 2x6 WALL STRAP TO CMU BLOCK WALL W/ (12) J' TAPCON$ EXTERIOR STUD WALL OUTSIDE CORNER NOTE: MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS 15 I' 1116' O.S.15. SHEATHING OR M6TCM40 1/2' CDX PLYWOOD (INSTALLED ON TOP OF WALL SHEATHING 1116' 0.5.1. SHEATHING OR 2x4 EXTERIOR WALL 1/2' CDX PLYWOOD STUDS CONNECT TOP OF STRAP 2x4 BOTTOM PLATE TO SOLID STUD W/ (1(o)16d 51WER NAILS PLAN VIEW - 2x4 WALL PRE-ENGINEERED FLOOR -1116' O.SB. SHEATHING OR TRM M5TCM40 I/2' CDX PLYWOOD ( INSTALLED ON TOP OF M5TCM40 WALL SHEATHING � -- 2X6 EXTERIOR WALL STUDS CONNECT BOTTOM OF STRAP TO CMU TOCK WALL 2X6 BOTTOM PLATE W/ (12)" TAPCONS PLAN VIEW - 2A WALL EXTERIOR STUD WALL - INSIDE CORNER scAr:; KT.S. V 4 R 4 4 0 I 4 SECOND FIN. FLF r • .. TOP OF • MASONRY WALL ELEVATION VIEW A SC LS. KT.S. NOTE: MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS 151 X' HTT-4 5ECURED TO STUD W/ (20)10d X 11' NAILS 1 -ENGINEERED FL II TRUSS (GIRDER DRAWN) II 1116' 0.5.3.6HEATHING OR 7-T 1/2' CDX PLYWOOD 5/8' A.T.R. SEARING POST/ BEARING STUD (PER PLAN) EX'T'ERIOR STUD WALL - CORNER TO POST 4 � SCALE: KT.S. B ELEVATION VIEW SCALE: KT.S. 2X EXTERIOR WALL STUDS SECOND FIN. PI -P. TOP OF WALL D5 PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) HTT-4 SECURED TO STUD W1(20) 10d X I �' NAIL5 5/0' A.T.R. IN HIGH STRENGTH EPDXY (MIN. I' EMBED) FOUNDATION (PER PLAN) J' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING 5CHEDULE n H �� �� SII• II i I'vi N' VII v\l . SII _ DBL. STUD 2x4 BOTTOM PLATE 2x4 EXTERIOR WALL STUD 1/16' 0.5.8, SHEATHING OR 1/2' CDX PLYWOOD J' ? R Cx 5U6FI-OOR GLUED AND NAILED AS PER NAILING SCHEDULE 2X6 BOTTOM PLATE 2X6 EXTERIOR WALL 6TUD5 A( PLAN VIEW - 2x4 WALL n 1116' 0.5.8. SHEATHING OR I/2' CDX PLYWOOD PLAN VIEW - 2A WALL DBL. STUD REQUIRED W12x4 WALL 1116' 05.8. SHEATHING OR I/2' CDX PLYWOOD SECOND FIN. FLR, TOP OF MASONRY WALL SOLID BLOCKING REQUIRED UNDEIRNEATH STUD GI= ELEVATION VIEW C Ste= KT.S. EXTERIOR STUD WALL - PERPENDICULAR TO BLOCK SCA -5; Ki.B. RE -ENGINEERED FLOOR TRUSS ONC, FILLED LINTEL BLOCK W/ (1) �5 ONTINUOU5 REBAR I -T-4 SECURED TO STUD W/ (20)10d I �' NAILS /S' A.T.R. IN HIGH STRENGTH EPDXY lIN.1' EMBED) ORE -ENGINEERED FLOOR TRU55 CONC. FILLED LINTEL BLOCK W/ (1) �5 GONTINUOIJ6 REBAR HTT-4 SECURED TO STUD Wl (20)10d X I J' NAILS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. -I' EMBED) 2X EXTERIOR WALL STUDS HTT-4 SECURED TO STUD W/ (20)10d X I J' NAILS PRE-ENGINEERED FLOOR T"6 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. i' EMBED) CONC. FILLED LINTEL BLOCK W/ (1) 05 CONTINUOUS IEBAR ARCHITECTS FAX:407-774-407 8 L ww.abdesigngroup.com AA #. 0003325 i fl 44.� SII _ A Al 1116' 0.5.8. SHEATHING OR I/2' CDX PLYWOOD PLAN VIEW - 2A WALL DBL. STUD REQUIRED W12x4 WALL 1116' 05.8. SHEATHING OR I/2' CDX PLYWOOD SECOND FIN. FLR, TOP OF MASONRY WALL SOLID BLOCKING REQUIRED UNDEIRNEATH STUD GI= ELEVATION VIEW C Ste= KT.S. EXTERIOR STUD WALL - PERPENDICULAR TO BLOCK SCA -5; Ki.B. RE -ENGINEERED FLOOR TRUSS ONC, FILLED LINTEL BLOCK W/ (1) �5 ONTINUOU5 REBAR I -T-4 SECURED TO STUD W/ (20)10d I �' NAILS /S' A.T.R. IN HIGH STRENGTH EPDXY lIN.1' EMBED) ORE -ENGINEERED FLOOR TRU55 CONC. FILLED LINTEL BLOCK W/ (1) �5 GONTINUOIJ6 REBAR HTT-4 SECURED TO STUD Wl (20)10d X I J' NAILS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. -I' EMBED) 2X EXTERIOR WALL STUDS HTT-4 SECURED TO STUD W/ (20)10d X I J' NAILS PRE-ENGINEERED FLOOR T"6 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. i' EMBED) CONC. FILLED LINTEL BLOCK W/ (1) 05 CONTINUOUS IEBAR ARCHITECTS FAX:407-774-407 8 L ww.abdesigngroup.com AA #. 0003325 SUBDrV. ac LOT: KENSINGTON RESERVE (LOT #21) PAGE: SECTIONS/ DETAILS �QQDQDOAOW► SUBDrV. ac LOT: KENSINGTON RESERVE (LOT #21) PAGE: SECTIONS/ DETAILS NOTE: SECURE EACH KING STUQ TO TOP PLA11E wi STRUCTURAL SHEATHING MUST NOT j SIMPSON 5P4 or. USP 5PT4 BREAK WITHIN V-4" MIN, FROM 2nd k< (FOR 2x(o FALL USE SIMPSON 5P6 ®r USP SPrt'6) FLOOR LINE EXTERIOR 13EARING STUDS ENC�INEERE>� 1RU55E5 w/ TRUSS PRE-ENGINEERED ROOF TRUSS_ .---= = _�` ' [SIZE AND SPACING PER NOTE #211 CONNECTOR (VERIFY w/ TRUSS PLAN) UNDER CATEGORY TIIM5ER ON GENERAL NOTES SHEET CSI)]- -------DOUBLE TOP PLATE CONTINUOUS 2x4 w/ (4)16d NAILS ,@ TOP—,CRIPPLE OF FLOOR TW55 (TOP 2x4 SUPPORTS STUDS 16" O.C. MAX INC STUDS BOTTOM PLATE OF 2nd FLOOD WALL)v (SEE "MINIMUM WALL AND HEADER STUD 2x DOUBLE TOP PLAT SIMPSON MT512 or USP MT W12 REQUIREMENTS" CHART ON FRAMING PLAN TO LEDGER to 24' O.C.-- --- -- l� j HEADER FOR DETAILS AND SPECIFICATIONS) PRE-ENGINEERED 8001= fiRU55E5 -ENGINEERED D FLOOR TRUSS ISIS PER PLAN) or _ v. _ CURE JACK STUDS TO HEADER CONVENTIONALLY -FRAMED DOUBLE 2x62 LEDGER- - w/ SIMPSON or USP L6TA12 RAFTS SECURED TO TRU55 w/ %' x V_ _ (EACH SIDE OF OPENING) LAG SCREWS 6 24' OG. MAX _ MBEDDED STRAP JACK STUDS CONTINUOUS 24 w/ (6)16d NAILS 0 -- (PER PLAN) (SEE 'MINIMUM WALL AND HEADER STUD BOTTOM OF FLOOR TRUSS (BOTTOM 24 -PRECAST LINTEL REQUIREMENTS' CHART ON FRAMING PLAN 15 A NAILER FOR WALL SHEATHING) _ ISLE AND REINFORCEMENT DOOR / WINDOW FOR DETAILS AND SPEGIFIGATIONS) PER PLAN) OPENING - RIOR 5EARING STUDS [SIZE AND SPACING PER NOTE x'21, , j UNDER CATEGORY TER ON j LEDGER CONNECTION AT FLOOR TRUSSAt TIMBER 1 1' 1 ND1CU1 AR SCAB: 3/4'=1'-0" Aj j GENERAL NOTES SHEET GN)] j CURE EACH JACK 4 KING STUD ROOF SHEATHING (TYPE AND jf TO BOTTOM PLAN w/ SIMP50N 5P4 ATTACHMENT METHOD PER 'NAILING SCHEDULE" NOTE: j� or USP SPT4 r � ,// STRUCTURAL SHEATHING MUST NOT j , 2x BLOCKING UNDER WALLj BREAK WITHIN 1'-4" MIN. FROM 2nd STUDS, SECURED BETWEEN ECURE BOTTOM PLATE TO SLAB w/ TRU55 BAYS w/ (3)12d NAILS FLOOR SINE j EXTERIOR BEARIWG STUDS j ' �Z' x 9' ANCHOR BOLT w/ 2' WASHER PRE-ENGfNEERED R00 TRUS - ---_ [SIZE AND SPACING PER NOTE 021, ',4 jj �: j SET IN SIMPSON HIGH STRENGTHEACH EN UNDER CATEGORY TIMBER ON %' j' j =j EPDXY TOR EQUIVALENT) 6' 2x STUDS SPACING PER PLA GENERAL NOTES SHEET CSN)] -- ; ; % I j j EMBEDMENT MIN. 32MT512 is EVERY STU ' O.C. MAX 2x BOTTOM PLAT _ EXTERIOR WINDOW DOOR OPENING IN FRAME WALL DORMER ATTACHMENT OzE AND SPACING SIMPSON MT512 or USP MTW12 �: 4 6 TO LEDGER 19 24" O.G. OF STUDS PER PLAN - - - % r�Y SCALE. .1-® two STORY SCALE. 3/4, �1, -® =�-1=NCxINEEREQ FLOOR TRUSS DOUBLE 2x6 LEDGER _ ----SECURE EACH KING STUD TO TOP PLATE w/---------51MPa0N 5P8 or USP 5PT8 SECURED TO TRUSS w/ %' x S° SIMPSON 6P4 or USP SPT4 a TOP 4 BOTTOM LAG 5CRW5 10 32" O.C. MAX - (FOR 2x6 WALL USE SIMPSON 5P6 or USP SPT(p) - MBEDDED STRAP -ENGINEERED TRUSSES w/ TRUSS L -�EREI� TRUSSES w/ TRUSS -` (PER PLAN) CONNECT (VERIFY wi T 55 PLAN) E rl OR R RU PL CONNECTOR (VERIFY w/ TRU55 PLAN) - CAST LINTEL _ (SIZE AND REINFORCEMENT DOUBLE TOP PLATE HEADER\ -----DOUBLE TOP PLATE PER PLAN) RIPPLE STUDS e 16" O.C. MAX (SIZE_ MR PLAN) IKIING STUDS r2IMPWN or USP M6TA24 LEDGER CONNECTION AT FLOOR TRUSS HEADER(SEE 'MINIMUM WALL AND HEADER STUD o4 Q EACH JACK STUD 2 PARALLEL 6CALZ 3/4'4-0' REQUIREMENTS CHART ON FRAMING PLAN 2x5 5YP 02 WOOD STUDS 12 O.C. MAX. (SIZE PER PLAN) FOR DETAILS AND 6PECIFIGATION5) WALL SHEATHING TO BE WITHIN y' OF CURE JACK STUDS TO HEADER WINDOW/DOOR OPENING. WALL SHEATHING w/ SIMPSON or USP L5TA12 MAX. (TYPE AND ATTACHMENT METHOD PER 7/16' 0.6,5. SHEATHING OR 1/2' GPX (EACH SIDE OF OPENING) OPEN1% 45' 'NAILING 5CHEDULE') NOTE: PLYWOOD CONTINUOUS TO BLOCK SHEATHING MUST NOT BREAK AT JACK STUC - JOINT' OF WALL_ AND INTERSECTING CONT. 2x4 W/ (4)160 NAILS le TOP Cr- � (SEE "MINIMUM WALL AND HEADER STUD 2) JACK STUDS � l2J KING STUDS � EACH ROOF DECKING. FLOOR TF�5S DOOR /WINDOW REQUIREEMENTS" CHART ON FRAMING PLAN SIDE OF OPENING (TOP 2x4 SUPPORTS BOTTOM PLATE OPENING j FOR DETAILS AND SPECIFICATIONS) JACK STUD ASSEMBLY TO BE SECURED OF 2ND FLOOR) XTEf10R BEARING STUDS ONE FLY AT A TIME. USE 12d NAILS, (2) _ WITHIN 6" FROM EACH END 4 NO MORE 2X EXTERIOR STUDS 1/16' 0.5.B, SHEATHING OR I/2' CDX j j [SIZE AND SPACING PER NOTE(, THAN 12' O.G. STAGGERED E ER PLYWOOD OVER PRE-ENGINEERED j UNDER CATEGORY TIMBER ON ROOF TRUSSES j , - . GENERAL NOTES SHEET GN)] NOTE: ROOF ", / = J l JACK STUD ASSEMBLY TO BE j CONDITIONS MAY ' i jj j SECURED ONE PLY AT A TIME. USE 12d y o ll j' VARY = i .i NAILS, (2) WITHIN 6" FROM EACH END d � j NO MORE THAN 12' O.C. STAGGERED SECOND FIN. FLR. jj� INC�OW SILL w/ CRIPPLE STUDS16 O.C. i / - , CURE EACH JACK KING STUD TO >3OTTOM PLATE w/ SIMPSON SP4 ' DIAMETER ANCHOR BOLT -0 12' O.C. -, - MAX w/ i EMBEDMENT w/ 2 DIAMETER or USP Sf�T4WASHER T OF WALL .t X : ; HEATHING TO LAP TO TOP OF IMP50N or USP MSTAM24 19 EACH JACK -' ,� : - MASONRY WALL. SHEATHING MUST NOT BREAK l'-4' MIN. SECURED w/ (3) y4' x I %4 TAPCONS TO j -- cmu w/ MIN. 2" COVER 4 2' APART FROM 2N0 FLOOR LINE — - T 2x5 BOTTOM PLATE PRE-ENGINEERE CONT. 2x6 w/ (6)16d NAILS TOP OF . o FLOOR TRUFLOOR TRU55-.___.. (BOTTOM 2X6 15 POR ~. WALL ��I F_ I_ ' ; R3EARING CONDITION SHEATHING NAILER) (PER PLAN) TYPICAL PRECAST LINTEL ROOF TO SECOND FLOOR WALL EXTERIOR WINDOW DOOR OPENING IN FRAME WALL WINDOW OPENING IN 2 -STORY WALL 3 PARAI�. M SCALE; 3/4'-1'-0' � Two STORY SCALE: 3/4'-1' � TW STORY SCALE; 3/4'=1'-0' ARCHITECTS -ev I FAX:407-774-407$ www.ah designgro up.com AA #: 0003325 KENSINGTON RESERVE (LOT #21) MODET.,: SANTA ROSA (VERSION#01) �mvoom0mom� KENSINGTON RESERVE (LOT #21) MODET.,: SANTA ROSA (VERSION#01) THICK, 3 COAT CEMENT NOTE: NOTE: PREORME1 PLASTER 5IPE LAPS OF METAL PLA5TER A5E5 CONTROL JOINT 5HALL 5E SECURED TO FRAMING APPROVED BUILDING WRAP 5HALL E LAPPED A WR LAYER , FORTIFIER 5UILQING MEMBERS. THEY SHALL 5E TIED 5ETWEEN MINIMUM OF (o" 10 VERTICAL LAPS (ROLL ENDS) 4 FLANGE OF CONTROL JOINT5 TO 5E WIRE TIED PAPER (OR APPROVED EQUAL.) SUPPORTS WITH 00415 -IN. (1.21 -MM) WIRE (a" 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 -0-1" (VERT.) O.G. MAX AT SUPPORTS (22`�-MM). AS PER A5TM GI063 1.8.1. WALL EVEN IF STUD EXISTS 5EYON� EXCEPT NOTE: LATH VERTICAL STAPLES W/ Ys" LEG MAY 5E USED TO TEMP, WR5 LAYER #1, STUCCOWRAP FOR REPAIR OF TEARS IN WR5 LAYERS,LAR TO 5E 1` SECURE CONTROL JOINT DURING INSTALLATION (OR APPROVED EQUAL) TEARS MAY PATCHED PEEL STICK I' MIN LAP METAL LATH TEMPORARY STAPLES TO 5E REMOVED AFTER THICK, 3 COAT CEMENT A INSTALLATION�. PLASTER WOOD SHEATHING METAL LATH METAL LATH FASTENERS TO E SPACED TAPE WR13 LAYER CsA►1tIN PROTECTED FLASH. TAPE WR1 LAYER #22 FORTIP15ER 6' TO 8' 6' t0 S' �' �1, STUCCOWRAP � �i` O.C. MAX VERTICALLY MIN. MIN. EH(ND CONTROL JOINT ,,ii�� ,/'+� �' BUILDING A CO 6' MIN i°Af'�Fi LAP �LOIL ONLY (�/R APPROVED be.l� PAPER I� W I TAPED TO APPROVED EQUAL) LATH $HALL NOT E3E CONTINUOUS THROUGH PROVIDE 2X4 15LOCKING PLACED SHEATHING uil WR5 EQUAL) DIRECTLY CONTROL JOINTS 5UT SHALL 5E STOPPED AND FLAT MAX. (a TO S FROM CONTROL YS'12 OVER TOP. WR5 TO SHEATHING TAPE WRE3 LAYER It TIED AT EACH SIDE. PER ASTM 01063 1.I0.1.4 JOINT WHEN CONTROL JOINT FALLS ; yA TO 5E LAPPEDAY 5TUCCOWRAP (OR "os'1 I LAYER j .,e`!,.'d' I. Shv y:r FS -L 35rc+ r_,7 {_ rt,5 t>.Ay.: ,.P a,.. ♦ r 1 ON STRUCTURAL STUD WOOD 5TUD5 VERTICALLY (o" MIN.APPROVED EQUAL) FORTIP1 ER BUILDING NOTE: _ ,. .. � MIN LATH DIRECTLY TO SHEATHING STUCCO OVER PAPER COR LAALI.'I AP R 1. FASTENERS FOR LATH TO f3E NAILS OR SHEATHING METAL LATH. METAL APPROVED EQUAL) STAPLES IN COMPLIANCE WI ASTM C1063 ' LATH TO HAVE 1" h VERTICAL LAP MIN. VERTICAL LATH& PAPER DETAIL 2. WIRE TIES TO BE (NO, 18) 0.0415 WIRE �� WOOD SHEATHING TYPE "1�"lONTRO�Ll OINT 3.5LOCKING SHOWN MAY 5E IN ADDITION TO '^ WALL STUDS REQUIRED PER FLAN NOTE: APPLY SEALANT AT "M" CONTROL HORIZONTAL LATH PAPER LAP JOINT END TO END CONDITIONS PAPER DETAIL .RM CUT TWO PIECES OF FORM FLASH 1 USE FINGERS TO MOLD THE REMAINING HALF OF THE APPROX. (o" LONGER THAN THE FORM FLASH I TO THE SHEATHING, MAKING SURE THE WIDTH OF PIPE OPENING FORM FLASH 115 TIGHT TO THE PIPE AND TO THE LOCTITE SPRAY ADHESIVE DIRECTLY SHEATHING WITH MINIMAL AIR POCKETS OR %55LE5. i.q TO 055 AROUND PENETRATION *r.:r 1 OR LE55 PIPE PENETRATION '-WJ WOOD SHEATHING .*^' STARTING WITH THE 50TTOM - i r WATER RE515TIVE 5ARRIER HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD LAP SIDING (PER 5UILIDER) THE FORM FLA5H 1 IN HALF TAKE SECOND PIECE OF FORM�f. MINIMUM LAP (PER MANUS. SPECS) �{��� '� LEGEND (LENGTH WI5E WITH ADHESIVE FLASH 1 AND APPLE' IT TO THE TO THE EXTERIOR) TOP HALF OF THE PIPE IN THE WEEP 5CREE1 ' :: DRAINAGE PLANE ALIGN fiHE PROTECTO CORM SLASH 1 STEP 1 STEP 2 SAME MANNER, MAKING SURE.' (WR LAYER #11 WITH THE CENTER OF THE PIPE. ADHERE THE OVERLAP AREAS ARE STARTER STRIP (PER MANUS. SPECS) STUCCOWRAP OR FORM FLASH I TO THE E30TTOM HALF OF PRE55ED DOWN TIGHT TO THE .- MINIMUM CLEARANCE d.1� APPROVED EQUAL) THE PIPE AND WRAP AROUND THE PIPE. PIPE AND 5HEATH(NG, (PER MANU. 6PEC5):`� WR5 LAYER TAPE WR5 LAYER Ml 5"Xl" CONTINUOUS GALV. METAL � � (FORTIFI5ER PER ��C RiO3. .1 STUCGOWRAP COR APPROVED STEP FLASHING (NAIL TO ROOF 5UILDING PAPER OR EQUAL) DIRECTLY TO SHEATHING 70DECK NOT MALL SHEATHING) APPROVED EQUAL) EXTERIOR LATHING AND PLASTERING UJR5 LAYER 02, FORTIF15ER ° EXTERIOR USE OF PORTLAND CEMENT PLASTER f3UILDING PAPER COR ° GAP SHINGLE - DO NOT NAIL a METAL LATH X X X X SHAI_I_ COMPLY WITH THE APPLICATION x. APPROVED LOVED EQUAL) RQUI EM NT5 OF A5TM C 92(o -12A. ADHERED 5HINGLE5 TRIMMED STUCCO x METAL LATH n .X:. TO COVER FLASHING STRIP INSTALLATION OF EXTERIOR LATHING AND PROTEGTO CORM SLASH 1 WOOD SHEATHING FRAMING SHALL COMPLY WITH ASTM C I063 -12A k:;. CONrORMA5LE AIRNAPOR 5ARRIER TAPE DIRECTLY SEL-A®HESIVE TO SHEATHING FLASHING INSTALL FA5TENER5 LOCTITE SPRAY ADHESIVE X; NOTE: (C 1P5, STRAPS, STAPLES) TLY TO O5 AROUND METAL LATH: LATH TO f5E PER A5 REQUIRED TO SECURE �:." PENETRATION TOFRAMINGSIDING STUCCO FC R1O3.�.1 /ASTM C-B4l-091 WIRE IRE a. ELA5TOMERIG COATING MIN. 2.5 LF35. PER 5Q. YARD X: COR APPROVED EQUAL) (UTILITY O NOMINAL LATH &L41,%PENETRATION DETAIL AVER STUCCOI.V.1�IN(5HNOT MEET SPECIFICATIONS) (SEE TYP WALL SECTION) r��FLASHING SECTION WR5: WATER RE515TIVE 5ARRIER FCH I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �t.r��►�r: rim KENSINGTON RESERVE (LOT X21.) PAGE: WALL ASSEMBLY DETAILS WAI WIN00R �t.r��►�r: rim KENSINGTON RESERVE (LOT X21.) PAGE: WALL ASSEMBLY DETAILS WAI TEXTURED CEMENTITIOU5 COATING WR5 LAYER #1, 5TUCGOWRAP COR APPROVED _ EQUAL) - c / ,_� WOOD 51-1��4TI�INC� WRf3 LAYER 12, FORTIP15ER 5UILDING t� � , i _ PAPER COR APPROVED EQUAL) - = - / VENT CAP 15 TO 5E SET IN CONTINUOUS 5ED OF g' THICK, 3 COAT , WRI5 LAYER #I, 5TUCCOWRAP COR APPROVED -< X SEALANT. PREMANUR DRYER VENT GAP CEMENT PLASTER , - EQUAL) TAPED DIRECTLY TO SHEATHING ONE -PRICE HOOPED VENT ATTACHED PER MANUR _ - (SET IN CONT. SEALANT) LAP LAYERS OF IBUILDING WRAP OVER SPECIFICATIONS - STEP FLASHING NAILING FLANGE, STOP WR APPROX. ^=L; " APPLY SEALANT AT PERIMETER OF OVERLAPS KICKOUT NON-MOVALE FRAME AND STUCCO ON ALL 1 � ABOVE SHINGLES � �_�� SEALANT ALL 51I�E5 N : 51 5 SEALANT J01N"S ALL AROUND I�IVERTEP� 1' MIN. �, :.. � 5ELF-A HERING FLASHING DE THICK, 3 COAT CEMENT PLASTER LRYER VENT BLOCSTEP FLASHING "���''�%� METAL LAfiH 6B :1LT�i. IDRYFLEKT KICKOUT DIVER`1"ER W LAYER , FORTIFIE3ER E3UILDING PAPER COR APPROVED EQUAL) UI INCPAPER o LD 1" DR�R�VENT FRAME OVER 'OUICK FLASH' -�FELT UNPERLAYMENT ��.�PER FSC Ri03.�.1 r o PIPE THROUGH WALL77 _ SHINGLE ROOFING ,� EXTERIOR LATHING ANP PLASTERING FASCIA Uu EXTERIOR USE OF PORTLAND CEMENT PLASTER SMALL DRIP EDGE: OVERLAP 3', RAP 5UILDING PAPER COMPLY WITH THE Afi��'�.IC�4TION REQUIREMENTS 0F EXTEND 1/2" BELOW UNDER 'QUICK FLASH' ASTM C 926-12�►. SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX. VENT PENETRATION A KrB. INSTALLATION OF EXTERIOR LATHING ANP FRAMING SHALL COMPLY WITH A5TM C 1063-12A WOOD SHEATHING WRQ LAYER 02, FORTIFIf3ER LEGEND WOOD W LAYER #1, 5UILPING PAPER COPS DRAINAGE PLANE CONSTRUCTION t STUCCOWRAP COR APPROVED EQUAL) (WRI5 LAYER 1, STU�CCOWRAP NOTE: APPROVED EQUAL) METAL LAWN OR APPROVED EQUAL INSTALL KICKOUT FLASHING(��KICKOUT DETAIL UUlOOp ,KTA SHEATHING ""�WR0 LAYER #Z, WOOD r�--�1/�" TEXTURED fN15�1 UUC �p W LAVER 12 AT OTTOM OF ROOF 4 WALE FORTIP15ER CONSTRUCTION FASTEN TO WOOD STRUCTURAL (FORTIFI�ER P UILDING PAPER INTERSECTIONS a° CM 5UILDING PAPER COR ME1�I5ER 1" O.C. MAX OR APPROVED EQUAL) APPROVED EQUAL) = rt 5 /$ TO /a MID-WAL METAL LATH x x x x AREA TO RECEIVE i COAT OF SHER—CRETE" THICK, 3 GOAT CEMENT ,,fit` WEEP SGREEI FLEXI13LE CONCRETE WATERP GOFER or _ WOOD FRAMED PLASTER ' " l�Ip STRIP LS STUCCO SCRATCH GOAT PRIOR TO ELEC. METER WALL %" TO �(/8" Mlp®WALL `' AC�HERING FLASHING, CLEAN WOOD SHEATHING INSTALLATION WEEP 5CREE1 MA50NRY 5EFORE APPLYING SELF ADHESIVE FLA5HING (PER 3/WAIl V 5ELF-ADHERING FLASHING TEXTURED FINISH ,@ MASONRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE: HORIZ METAL LATH: LATH TO 5E PER F15C 8103.6.1 / A5TM 1 FRAME TO FRAM To BLOCK ELEC. METER FIELD VERIFY -_ A .�: NSA'7B WEE: NTS- G -84l-09, MIN. 2.� LAS. PER SCS. '�A (UTILITY OR LOCATION NOMINAL LATH DOES NOT MEET SPECIFICATIONS) NOTE: PROTECTED P=LASH TAPE 5EHIND WEEP 5GREED 4 APPLY SEALANT AT WEEP SGREED END TO ENP JOINTS ELEC, METER FIELD VERIFY LOCATION - CUT ENOUGH PROTECTO FORM SEALANT ON TOP= 4 51DE5 ONLY - FLASH I PIECES TO COVER SOX 4" NOTE: AfiiAGI-! PER PAST EACH 511DE. STARTING AT THE MANUF. SPECIFICATIONS f BOTTOM OF THE EOX, REMOVE RELEASE LINER AND APPLY MAKE AN 'X CUT THROUGH PUSI-! TI -I1 PI��fiECfiO >r�PM CAVITY' TOE FILLED WITH RIGID PROTECTO FORM FLASl� 1 IN A THE PROTECTO FORM FLASH 1 FLASH 1 INTO THE OPENING p POLYMERIC ISOCYANATE�i�OLYBLEND SINGLE fiASHION TO COMPLETELY IN THE CENTER OF THE BOX AND ADHERE TO THE FOAM C'GREAT STUFF' OR SIMILAR) COVER THE BOX ; OR OUTLET OPENING INTERIOR OF THE BOX. EXTENDING TO No CLOSER WOOD SHEATHING THAN 1' TO CORNER. STEP I STEP 2 STEP 3 WRB LAYER #I, 5TUCCOWRAP APPLY SEALANT AT TOR COR APPROVED EQUAL) ELA5TOMERIC COATING PROTECTO FORM FLASH 1 COR APPROVED EQUAL)` { SIDES OF ELEC. METER BOX AFTER STUCCO INSTALLATION SELF ADHERING FLASHING APPLY E -z BEAP� • a • g • �. � :�:: OVER STUCCO/ C.V. FINISH - o � APPROVED 0�A) � a ®o (SEE TYPICAL GA WA FLA5H OPENING WITH PROTECTO FORM FLASH I APPLE' 60 MIN GRADE IDFELT COR PPR VEp E L_ . o o . EE P L LL � OVER 60 MIN GRAPE "D" SECTION) � SELF ADHERING FLASHING PER FLASHING OVER 5ELF ADHERING FLASHING o p. FELT -PROVE DE SEALANT ° s o �-`.�.�.% METHOD AS [DESCRIBED IN DETAIL 3 OF WA1 OVER 'APROVED HOU5EWRAP . o METAL LATH �� CAL CONDUIT "o o • r 4r� .tQ O vOvpvq o -r�►4 1 ELE ELECTRICAL AT PENETRATION DETAIL' AT ALL JOINTS AND • • n • o • 4 � _}-��- 8 PENETRATION Y #2 FO TIFI E INTERSECTIONS EXTERIOR A.�: N.Th. W LAYER , R � R APPLY I COAT OF SHER_GRETE FLEX15LE CONCRETE )L�I�TRIIAI RECEP�TAI� ����`'� ' WATERPROOFER 2" LARGER THAN THE ELEG. METER CAN 5UILDING PAPER COR^� OR METER CAN COMBO OR METER CAN AMD DISCONNECT APPROVED EQUAL) STEP 4 STEP 5 � STEP � FAX:407-774-407 8 www.ab des igngro u p. co rn AA #: 0003325 ■ .. IN as .F 110 co IN 1110 10 MODE SANTA ROSA (VERSION#01) PROJECT#: 299 7.000 PAGE: WALL ASSEMBLY DETAILS WOOD SHEATHING WOOD CONSTRUCTION 4' HAT CHANNEL WI ala" WR5 LAYER *1, STUCCOWRAP TYPE 'X' DRYWALL (OR APPROVED EQUAL) WOOD SHEATHING LAYER #22, FORTIFIE3ER 5UILDING 3\PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT WR5 LAYER I PLASTER 5TUCCOW (O I �P R APPROVE® EQUAL) AM&(o-WFWC- TSO CUSTOM CA51NG BEAD (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER x.. WRI5 LAYER *1, 5TUCCOWRAP (OR APPROVED EQUAL) + WR5 LAYER #2, PORTIP15ER 5UILIDING PAPER (ORAPPROVED EQUAL ) X WR5 LAYER 1, ....:; �: (o' SELF-ADHEREING FLASHING STUCCOWRAP (®R APPROVED EQUAL) WRAPPED 10 CORNER OF CANTILEVER AMICO AM(o(q-WFWC-i AMIGO AM(q(o-WFWC-180 CUSTOM CUSTOM CASING BEAD CA51NG 5EAD (OR APPROVED EQUAL) (OR APPROVEDEQUAL) (W/OPT. JEEPS) DO NOT CAULK OR 5EAL GAP CASING BEAD DETAIL 0 CANT. ff, A . rtt, FIN15H LAYER (2 LAYER PEEL 4 STICK) (o' PEEL 4 STICK Q DRIP EDGE TO DECK 1 Y"XI %' R.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOU5 WATER PROOFING Ist LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM 5ALCONY DECK TO CANTILEVER (o' PEEL 4 STICK -9 DRIP EDGE TO DECK 5UF3 FLOOR FULL SHEETS OF PEEL 4 STICK 1 Y"X1 %4' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y' GAP FOR SACKER ROD 4 SEALANT 61' TRICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) __CASING 5EAD VINYL (OR APPROVED EQUAL) 5EAD VINYL (OR APPROVED EQUAL) CASING 5EAD lllC-C FCNENT5 PULLED APART FOR CLARITY LEGEND DRAINAGE PLANE (WRI5 LAYER *I, STUCCOWRAP OR APPROVED EQUAL WR5 LAYER *2 (FORTIF15ER 15UILDING PAPER OR APPROVED EQUAL) METAL LATH X ------XC X x STUCCO a WOOD SHEATHING S _ �i%Z 5ELF-AIDHE61VE FLASHING VINYL (OR APPROVED EQUAL) CASING 15EAD 5/5' TYPE "X' DRYWALL - W/TEXTURED 4 PAINTED FIN15H 8" THICK, 3 COAT CEMENT - PLASTER VINYL (OR APPROVED EQUAL) CORNER DEAD VINYL (OR APPROVED EQUAL) CA51NG 5EAD 3" 2(o GA, GALV. METAL DRIP iE SET IN FULL SED OF 5EALANT, Y' SPACE FROM DRIF FACE TO TREX FOR BACKER • A-- EQUAL) A, THER RE516TIVE 5ARRIER 01 NOTE: METAL LATH: LATH TO 5E PER FE3C R103.6.1 / ASTM C-841®091 MIN. 2.5 L5. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER �1 WEATHER RESISTIVE 5ARRIER *2 $ THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/15EAM VINYL CORP. (OR APPROVED EQUAL) 4POSITIVE DRAIN_WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) IIA DRIP EDGE INSTALLATION eclat P. N T.6 Y4' GAP FOR 5ACKEf;�- ROD 4 SEALANT \ VINYL (OR APPROVED EQUAL) -- CASING BEAD WATER PROOFING Ist LAYER - (2 LAYER PEEL 4 STICK) PEEL 4 STICK- _DECK MEMBRANE, EXTEND OVER DRIP EnGE 5UR FLOOR X 3" 2(o CSA. GALV. METAL DRIP EDGE SET IN FULL f3ED OF SEALANT, Y" MIN. SPACE FROM DRIP FACE TO TREX MODIFIED 90— VINYL' (OR APPROVED EQUAL) CASING BEAD 1 Y'XI Y' P.T. OR 51MULATED WOOD (TREX) - WATER PROOFING tat LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM 5ALCONY Y4" GAP FOR SEALANT 4 - DECK TO CANTILEVER OPT. SACKER ROD "' THICK; .3 COAT CEMENT PLASTER METAL LATH 'WOOD SHEATHING WEATHER RE515TIVE 5ARRIER 11 X mCOMPONENT5 PULLW APART FOR CLARITY WEATHER RESISTIVE 5ARRIER° TRICK, 3 COAT CEMENT 4" POSITIVE DRAIN WEEP 5CREED PLASTER NO GAP IN FIELD VINYL (OR APPROVED EQUAL) CA51NG 15EAD (SHOWN FOR CLARII=ICATION OF VINYL (OR APPROVED EQUAL) 5EAD SEPARATE ACCESSORIES ONLY) VINYL (OR APPROVED EQUAL) CASING BEAD NOTE: SET RAILING LAG BOLT Ai7ACHNMENi5 IN SEALANT, WHERE APPLICABLE 2x FRAMING MrMER $' THICK, 3 COAT CEMENT PLASTER CORNER 5EAD FASTENED TO SHEATHING v -I' O.C. MAX. �R5 LAYER *1, STUCCOWRAP 'OR APPROVED EQUAL) ROOD SHEATHING METAL LATH WR5 LAYER *2, PORTIPIIBER E3UILQING PAPER (OR APPROVED EQUAL) I2A CORNER BEAD @ FRAME CORNER 5EAD (FASTENER 4 SPACING e I' O,C,) CMU ha' THICK, 3 COAT CEMENT PLASTER APPS I=n D f ECTLY TO CONCRETE MASONRY UN f T 12B CORNER BEAD @ BLOCK COLUMN SHEATHING WEATHER RE515TIVE 5ARRIER *1 WEATHER RE515TIVE 5ARRIER �2 ,o' SELF ADHERING 4 FLASHING PEEL 4 STICK 1 X2 "x3' 'L" FLASHING FULLY EM15EDDED IN ROOF CEMENT 1 y" X 3" 2(a GA, GALV. METAL DRIP EDGE SET IN FULL 15ED OF 5EALANT, Y' MIN. SPACE FROM DRIP FACE To TREX WEATHER RE616TIVE 5ARRIER #1 WEATHER RE516TIVE 5ARRIER *2 t EXTERIOR COLUMN COLUMN SHEATHING 6" SELF ADHERING 4 FLASHING 1 Y2"x3' 'L" FLASHING FULLY -' E�15FDDEID IN ROOF CEMENT Ya' X 3' 26 GA. GALV. METAL DRIP EDGE II 1 SET IN FULL E3ED OF SEALANT, Y' MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CA51NG 5EAD WATER PROOFING Ist LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM 13ALCONY DECK TO CANTILEVER ' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE615TIVE BARRIER 01 WEATHER RE515TIVE E3ARRIER 12 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55OIE5 ONLY) BALCONY DRIP EDGE, INSTALLATION COLUMN W/ L FLASHING A R C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-407 8 www.abdesigngroup,com AA #: 0003325 Ppik ipwril LOT: KENSINGTON RESERVE (LOT X21) JAN '16 261,9 $' THICK, 3 GOAT CEMENT PLASTER Yi SING TYP METAL LATH T IX TRIM MEMBER STUCCO � TO IM 70 ?RIM TO SIDING TRAN51TION WRI5 LAYER 02, FORTIP15ER SIDING UILDING PAPER (OR APPROVED EQUAL) WOOD 5HEATHING z Z' WRE3 LAYER #1, 5TUCCOWRAP WRE3 LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CASING BEAD (o' SELF ADHERING FLA51-IING OR PEEL 4 5TIGK SIDING TO STUCCO CASING BEAD r-�crl�u WOOD 5HEATHING METAL LATS WR5 LAYER #1, 5TUCCOWRAP WOOD 5HEATHING (OR APPROVED EQUAL) f WR5 LAYER 1 5TUCCOWRAP LEGEND WR5 LAYER 12, FORTIFIBER E3UILDING C��l � f WOOD GONSTRUGTION EYOND PALER COR APPROVED EQUAL) :.;; COR APPROVED EQUAL) DRAINAGE PLANE WR15 LAYER #21 FORTIFIE3ER WOOD SHEATHING (WR3 LAYER #, STUGGOWRAP THICK, 3 GOAL BUILDING PAPER WEATHER RESISTIVE BARRIER #APPROVEDCEMENT PLASTER (OR APPROVED E QUAL) WEATHER RE515TIVE BARRIER (o' SELF-AD-EIfNG FLASKING �/� A WRB LAYER VINYL (OR APPROVED EQUAL) METAL LATH X i Y� LAP SIDING REVS WEATHER RE515TIVE BARRIER #1 ANGLED CA51NG BE � CFORTIFI ER BUILDING PAPER r THICK, 3 GOAT GEMENT '(EXPLODED PP LASTER�o' SELF -ADHERING FLASHINGWEATHER 515T(V BARRIER OR APPROVED EQUAL) FORVINYL (OR APPROVED EQUAL) V(�W METAL LATH X X X X STARTER STRIP CASING BEAD CL.Ai�IT1�) DO NOT CAULK OR SEAL OPENING 6' SELF -ADHERING FLA5WINC STUCCO Y " WOOD SHEATH f NCS _ / C�ALV'D METAL °z' FLA51-TING �� r GALV � METAL z FLASHING CASING BEAD � RAISED I Y' X �" SIMULATED WOOD TRIM MEMBER -- D0 NOT CAULK D SEAL OPENING AND FLA51-11NG BAND(FRAME) :F.��. _ w NOTE. STUCCO GA51NG BEAD 4 . _ 1 Y4" X (o' SIMULATED METAL LATH: LATS TO BE PER FSG R103.11 /ASTM - = WOOD TRIM MEMBER C-541-09, MIN, 2.5 1-56. PER 5Q. YARD (UTILITY OR SEAL GAP W/GULKING NOMINAL LATH DOES NOT MEET SPECIFICATIONS) OR APPROVED SEALANT ----STUCCO GA5ING 5EAD MOOD CONSTRUCTION 5EYOND SIDING TO STUCCO BLK TO FRAME TRANSITION rraOCNOTE WOOD SHEATHING (o' SELF-APHERING FLA5N(NG 1. IT 15 THE CONTACTORS RESPON5I13ILTY WEATHER RE51STIVE 5ARRIER 01 WEATHER RESISTIVE BARRIER #1 TO LAP TO VERIFY THE COMPATIBILITY OF ALL WEATHER RE615TI\/E 5ARRIER 02 6' MIN, A50VE TOP OF 7' FLASHING PRODUCTS INCLUDING HOUSEWRAP, X I Y4' LAP 5IDING W/(o REVEAL RESISTIVE. SEALANTS SELF -ADHERING FLASHINC. (o' SELF -ADHERING FLA5H(NG $ WEATHER RE515TIVE BARRIER MAT�RfALS USI�D DURING h AI"RI-'t' osI Blau (OFR CONSTRUCTION. GALV'D METAL 'Z' FLA5HING EMAIL) SEALANT a WINC)MCh1U J©INT. STARTER 5TRIP DO NOT CAULK OR SEAL OPENING :' 2. IN5TALL ALL MATERIALS PER 1=LUIP APP1.-ISP DO NOT SEAL OPENING _ WEATHER RESISTIVE BARRIER #1 TO LAp PLASHING (LAN : , MANUFACTURERS WRITTEN WHITE EAL RG QR EQUAL). (o' ABOE TOP OF 7' FLASHING 5PE C IF I CAT I ON5 4 WARRANTY GALV'D METAL "Z'FLASHING REQUIMENT5. 1 Y�.' X (o' SIMULATED WOOD 1 IV4' X (0I' 51MULATEP WOOD TRIM MEMBER : }: TRIM I"1E1 ER (o' SELF-APHERING FLA5HINC '',.`•r.. WARNING: SEALANTS AND SELF ADHEID -z BEAD VINYL_ / SEAL GAP W/ APPROVED SEALANT .. / � .,�. FLASHING MAY REACT ADVERSELY (F NOT (OR APPROVED EQUAL) GA51NG WEATHER RE615TIVE BARRIER #1 COMPATIBLE. (W/a FLEXIE3LE PVC SACKER ROD) E_z BEAD VINYL COR APPROVED EQUAL) CA51NG (o' SELF -ADHERING FLASHING (W/%a' FLEXIBLE PVC 5ACKE'R ROD) ; Y$" THICK, 3 GOAT GEMENT PLASTER WEATHER RESISTIVE BARRIER 02 NOTE: WEATHER RE516TIVE 5ARRIER #1 BALL FLASKING INSTALLATION ;i.`::° SEAL INTERIOR PERIMETER OF WINDOW SIDING TO STUCCO SLX $ILL � WITH SEALANT TO EXtERIoR " WEATHER RE515TIVE BARRIER #2 DETAIL MASONRY :,,,L;: 16B FRAME TO FRAME TRANSITION oc�: KTA ARCHITECTS FAX:407-774-4078 LA SBD. & LOT. KENSINGTON RESERVE (LOT X21) MODE: SANTA ROSA (VERSIO N#01) DAylto: 1/15/18 a W.--