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CORD COPY VERSION 0 1 FORM REVIEWED pOR CODE COMPLIANCE p,{.� EXAMINER 1 3o. I0_0__ uAlt — pA►E F F� Ivi1T ` ` ` J 4NAI_L "ter l i i i i.1F() TO OT A, TTFidSET ; nr ) ,E!_(� n;I,TH F{F ri() th, h�' F A 4'DE� c A r;� r •F r,r, .� �F , pi;cvENT )F P l,�A _-ODES. ra�'� ���'� � ��,^, � THFREAF, ; THF r`' cl i iiiw C}F tRRORS 1N ';, iJ REC�UiF:1TONS OF Tt iiJ : OUc CC�a`�'; RUu UN V1O� CO1vIPACTTr,-J TF -ST RE( ,results to he v�rtjieci at Stab tnspec141)" ryanhomes.co #fig -593 STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION SHEET # DESCRIPTION RYAN HOMES —ORLANDO • FLORIDA BUILDING CODE RESIDENTIAL AIC AIR CONDITIONING LUM. LUMINOUS (FBCR), 6TH EDITION(2017) ADJ. ADJUSTABLE M.C. MEDICINE CABINET CS COVER SHEET ALT. ALTERNATE MFR. MANUFACTURER 4307 VINELAND ROAD, SUITE 102 AMP. AMPERAGE MIN. MINIMUM GN GENERAL NOTES ORLANDO, FL 32811 • ALL LOCAL AND STATE CODES BD. BOARD MTD. MOUNTED 1 FRONT & REAR ELEVATIONS CL CENTER LINE MTL. METAL 2 LEFT & RIGHT ELEVATIONS CAB. CABINET N.T.S. NOT TO SCALE RYAN HOMES — TAMPA • OCCUPANCY - RESIDENTIAL, GROUP R3 CLG. CEILING O.C. ON CENTER 3 FIRST FLOOR PLAN 1409 TECH BLVD., SUITE 202 • CONSTRUCTION TYPE - VB CLR. CLEAR PL PROPERTY LINE 4 SECOND FLOOR PLAN CONC. CONCRETE P.B. PUSH BUTTON TAMPA, FL 33619 • MIN. INTERIOR FINISH - CLASS C GOND. CONDENSER PH. PHONE 5 FOUNDATION PLAN • BASIC WIND SPEED - VULT = 150 MPH CPT. CARPET PLT. PLATE 5A FOUNDATION DETAILS - VASD = 116 MPH C.T. CERAMIC TILE PLYWD. PLYWOOD D. DRYER PR. PAIR 5B DOWEL PLAN STATE OF FLORIDA • RISK CATEGORY - II DBL. DOUBLE P.T. PRESSURE TREATED • EXPOSURE CATEGORY - EXPOSURE C D.G. DUAL GLAZED R. RISER 5C LINTEL PLAN (LOTT S) PROFESSIONAL ARCHITECT: DIA, DIAMETER RAD. RADIUS 5D LINTEL PLAN (CAST—CRETE) • 1 -STORY RESIDENCE DIM. DIMENSION R.A.G. RETURN AIR GRILL • 2 -STORY RESIDENCE - MAX. HEIGHT AS PER DISP. DISPOSAL 5E LINTEL PLAN (QUALITY PRE—CAST) JAMES CANTWELL DP. DEEP REF, REFRIGERATOR AR NO. 12079 LOCAL AND STATE CODES DR. DOOR RM. ROOM 6 FIRST FLOOR FRAMING D.S. DOWNSPOUT R.O. ROUGH OPENING 7 ROOF FRAMING PLANS DTL. DETAIL S.D. SMOKE DETECTOR S ENTRY SECTION DETAIL A.B. DESIGN GROUP, INC. WIND SPEED & EXPOSURE CATEGORY D.W. DISHWASHER S.H. SINGLE HUNG 1441 NORTH RONALD REAGAN BLVD. EA. EACH SHT. SHEET 9 FIRST FLOOR ELECTRICAL PLANS BY COMMUNITY ELEV. ELEVATION SHTHG. SHEATHING LONGWOOD, FLORIDA 32750 EQ. EQUAL SHWR. SHOWER 9.1 SECOND FLOOR ELECTRICAL PLANS Fax: (407) 774-4078 Tel: (407) 774-6078 EXEXT.. EXHAUST SIM. SIMILAR EXTERIOR SL. SLIDING AYERSWORTH GLEN 150—B F.G./FX . FIXED GLASS SL. GL. SLIDING GLASS D1 SECTIONS/DETAILS F.G. FUEL GAS STD. STANDARD D2 SECTIONS/DETAILS BAYBERRY WOODS 150-B FIN. FINISH TEMP. TEMPERED GLASS FLR. FLOOR THK. THICK D3 SECTIONS/DETAILS CARRIAGE POINT 150-B FLUOR. FLUORESCENT T.O.C. TOP OF CURB FR. DR. FRENCH DOOR T.O.P. TOP OF PLATE D4 SECTIONS/DETAILS CHAMPIONS RESERVE 140—B FTG. FOOTING T.O.S. TOP OF SLAB D5 SECTIONS/DETAILS CREEK SIDE 140—B GA. GAUGE TYP. TYPICAL GAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED D6 SECTIONS/DETAILS DRAWING /CONTRACT DOCUMENT CYPRESS PRESERVE 139—C G.F.I. GROUND—FAULT CIRCUIT OTHERWISE D7 WINDOW SCHEDULE INTERRUPTER V.P. VAPOR PROOF REVIEW BY BUILDER HIGHLAND MEADOWS 140—B GL. GLASS W. WASHER GYP. BD. GYPSUM BOARD W/ WITH WAl WALL ASSEMBLY DETAILS KENSINGTON RESERVE 140-B H.B. HOSE BIB WD. WOOD LAKES AT LUCERNE 140-B H.C. HOLLOW CORE WDW. WINDOW WA2 WALL ASSEMBLY DETAILS HDR. HEADER W/H WATER HEATER WA3 WALL ASSEMBLY DETAILS THE BUILDER ASSUMES ALL LIABILITY FOR LUCAYA LAKE CLUB 150—C HGT.ORHT HEIGHT W.I. WROUGHT IRON INTERPRETATION OF THE CONTRACT DOCUMENTS. INSUL. INSULATION WA4 WALL ASSEMBLY DETAILS McCORMICK RESERVE 140—B INT. INTERIOR WA5 WALL ASSEMBLY DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS OCOEE PINES 140-B DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR ORCHID ESTATES 140-B S Q . FT. CALC . S AND IN NEED OF FURTHER DETAILING OR OSPREY LANDING 150-C EXPLANATION IN ORDER TO BUILD THIS PROJECT SERENOA 140-B BASED ON THIS DRAWING SET, THE CORRECT SHADOW RIDGE 140-B PROCEDURE IS FOR THE BUILDER TO SUBMIT A SOUTHFORK LAKES 150-B IST FLR LIVING: low $Q FT. WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO VICTORIA TRAIL 140—B 2ND FLR LIVING 1,386 SGt FT. THE ARCHITECT OR ENGINEER FOR CLARIFICATION. TOTAL LIVING 2,416 SQ FT. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN THESE PLANS ARE DESIGNED AND ENGINEERED ENTRY 35 SGL FT. BFI's IN WRITTEN/DRAWN FORMS IN A TIMELY FOR A WIND SPEED AND EXPOSURE CATEGORY OF GARAGE 459 SGL FT. MANNER. AB DESIGN GROUP TAKES NO 150—C RESPECTIVELY. IN THE CONDITION THAT RESPONSIBILITY FOR INTERPRETATIONS OF THIS HOME IS BUILT IN A WIND SPEED AND CONSTRUCTION BY THE BUILDER WHEN NO RFI's EXPOSURE CATEGORY LESS THAN 150—C, PLEASE TOTAL 2,SIV SGL FT. HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF REFER TO GENERAL NOTES SHEET (GN), SECTION PATIO 24 SGL FT. THE CONSTRUCTION BASED ON THE DRAWING SET. TIMBER, NOTE 20 FOR EXTERIOR STUD SPACING. f'A R C N I T E C T 8 4/Design Grou�rnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r � �IIIIIIIIII .00vvoovvo, 3XmDIV. & LAT: KENSINGTON RESERVE (LOT 96) MODE1z S UMMERLAND (VERSION#01) PRq=CT: 0299f boo PAGE: COVER SHEET Afr.41MECTP STATE CE RC MA ED DA 4/10 /18 Sq*tX: 1/4"=1'-0" 1 91pZET cSor 9 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (`BCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPER MPOSED DESIGN LOADS AREAS FOLLOWS; A FLOOR LIVE LOADS 1PSF) Al. SLEEPING ROOMS 30 A2. ATTICS WI STORAGE 20 A3. ATTICS WIOUT STORAGE 10 A4. POOLROOMS 75 A5. BALCONIES 40 A6. DECKS 40 A7. STAIRS 40 A.B. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS PSF) B.1. ALL AREAS 10 C. ROOF LIVE LOADS C.I. ** MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD (PSF) DA FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA EA BASIC WIND SPEED VULT. =150 MPH, VASD =116 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.65 EA INTERNAL PRESSURE COEFFICIENT (GQ -pi) 0.18 E.S. OPEN BUILDINGS 0.00 EA ENCLOSED BUILDINGS ±0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (ASF) F.1. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN-FILLCOMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND M OF THE FBCR 2017, 6TH EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND 4. THE CONTRACTOR SHALL MING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHCH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK ALSO SEE 'DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). 11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 12. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" AF.F. AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR 150 MPH MIN WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO AROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 3. AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREABY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABI TABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. CITC IAI^nw 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADINGa ON-SITE UTILITIES, SITE I MPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREINSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CCNTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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 ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 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 SURVEY WHCH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SIM MMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/:. 4. PROVIDE MAR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED W. 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TOANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ ACI 5301 ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE'N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN Y, INCH AND NOT MORE THAN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL Be IN ACCORDANCE WITH ASTM 0476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANYOR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CMC YARD (0.45 TO 1.78 kglm') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25'. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOCK AT ENDS. STAGGER SPLICES AT LEAST 25' WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.1. 316, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: CA #11 AND SMALLER D. BEAMS & COLUMNS D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCHA MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75% OF LIGHTING MUST BE ENERGY EFFICENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125 -VOLT, SINGLE-PHASE, 15- AND 20 -AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT. LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: DA NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007) E. APA - THE ENGINEERED WOOD ASSOCIATION: E.1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE 3R2 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb = 1,100 PSI Fu =175 PSI E =1,400,000 PS B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MIN MUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (201 T). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 518" OSB EXPOSURE -1 OR 5/8' CDX PLYWOOD OR 15/32' APArRATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE %" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD OR 15/32' APA -RATED O.S.B. OR 1/2 'ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #1. 14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (FIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER 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 ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION 21 TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH ACORROSION RESISTANT POLYMER PAINT. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSOW STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINALS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (919M=). MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'4" WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 150MPH/B 150MPH/C 160MPH/C 2x4 STUD SPACING @ 16' O.C. @ 16' O.C. @ 12' O.C. @ 16' O.C. @ 12' O.C. N/A 2x6 STUD SPACING @ 16' O.C. @ 16' O.C. @ 16' O.C. @ 16'0.C. @ 16' O.C. @ 16' O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. dl IIAAQI\In 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PIX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) * PEX LIDS MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA 8137.5 PER R2906.4 * FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. * PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY V PER 1 00'OF LINE WITH EVERY 10'F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. * PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10' VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) * CONDENSATION LINES SHALL BE MINIMUM M.' PVC (SCHEDULE 40), INSULATED WITH',." AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2014 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) 2 -STORY GYPSUM BOARD 1. UNDER STAIR PROTECTION: A ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SDE WITH X" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 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, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 3. LATH & ACCESORIES PER ASTM -C -1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LI MITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM -C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MR ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTWC-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 71N. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES/ CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. 2, IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 01/01/18 A R C N IT E C TS /Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #. 0003325 SU33313 - & LOT: KENSINGTON RESERVE (LOT 96) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 02997.000 PAGE: GENERAL NOTES STA"M OF F LOMA APP,�6 pOIB 1' DA". 4/10/18 s :1/4 G Nor 9 , COLUMN DETAIL 6' Mm 8° RAI BANDING (TYPE +Z ct1 \ I4 DETAIL MA \ DETAIL 3 E: 3/4 ■ 1'-®' ENTRY & GARAGE ATTIC VENT CALCS A OF ATTIC 124 %ff. NET FREE VERM ATION AREA REQUUM (1/150) 0.89 XTE REQUIRED VENTILATION AREA (0.83 x 144) u9.0 MR SOFFIT VENT VENTILATION PER IF 11.74 MIX/11' REQUIRED LF OF SOFFIT VENTILATION 11 LF PROVIDED LF OF SOFFIT VENTILATION W/5' SETBACK (FRONT REAR) 32 IF 2ND FLOOR ATTIC VENT CALCS A OF ATTIC 1396 a.FC NET FREE VENTILATION AREA REQUIRED (1/300) 482 KFr- REQUIRED VENTILATION AREA 4.82 x 144 68L3 MR bIIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 865.3) 3988 MR OFF RIDGE VENTILATION AREA U5 KA/mv SOFFIT VENT VENTILATION PER LF 11.74 9Q.111/IF TOTAL # OF VENTS REQUIRED 2A TOTAL # OF VENTS PROVIDED g REQUIRED SQIN VLNTIIATMN W TOP OF ROOF 333 MR REQUIRED IF OF SOFFIT VENTILATION 29 LF PROVIDED LF OF SOFFIT VENTILATION 85 IF TEXTURED C lEwIOUS COATNG PER (AST? 1 0926) (TYP) 18'-8 3/4" BRCS. HGT. IIK W/ 8' HEEL (TYP.) 6' UDE RAISED BAND (TTP.) 10'-S 3/4' 2ND F.F. V-4" BRCS. S'-0' HDR. Hr -%T. r I I I I I I I I I I I 0'-0' FIN. FLR. I I 1 18' -s 3/4' 5RC . PGT. W/ 8" Hrm =L (tl'PJ — — TEXTURED Cowmwlow COATINGS PER (ASTM C:wb) (TYP) 4 (TYP)� 0® FRONT ELEVATION S^•Le. u•.i-m ELEVATION 'A' 1ol 0 10'-8 3/4' 2ND F.Rob C3'-4' 5RG. HCxt. 81-01 HDR. 1 -IC t. C3 REAR ELEVATION - --------- ELEY,4tI0N ",4" 6' WIDE RAISED BAND (TYP) ,k 18' -S 3/4" BRCS. WGt. —'W/ 8' HEEL (TYP.) I_oil Tl CEMENTIOUS COATING: PER (ASTM 0926) (TYP) 10'-8 3/4' 2ND Fr-. ly 9'-4" BRG. HGT. S -8' Bi G. HT. g CSARAGr= 6' WIDE RAISED BAND (TYPJ TEXTURED CMTIOUB COATING: PER (ASTM C%6) (TYP) 0'-0' FIN. FLP. 3/4" 5RCs. H4GT. . _ W/ 8" HEEL (Tylo-) TEXTURED GEMENTIO S, COATINCs PER (ASTM C926) (TYP) j0o'-8 3/4" 2ND F.F. d4131-4' 5R3. HCsT. IV 8'-0' HDR. WGT. 0'-0" FIN. 1=LR. A R C H IT E C TS Desig2Grou FT. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIIIIIIIII �000vvvvvor SUSDrv. as LAT: KENSINGTON RESERVE (LOT 9$) MODEL S UMMERLAND (VERSION#01) PROJECT: 0299f.000 PAGE: FRO NT & REAR ELEVATIONS ARCHITECT -- STATE OF FLORIDA 1111 /1?O1B DA": 4/10/18 a - 1/419_1,_0„ SEMET I OF 9 Ir 5 15'-8 3/4" BRCS. HGT.06 UJ/ 8' HEEL ITYP.) _ 'Ala' -s 3/4" 5t3. +-ICT. UJ/ 8' HEEL (TYR) 10-5 3/4' 2ND FF.*.------ - - - - - - - - - - ' - - - - - - - 10'-5 3/4" 2ND F.F. - - .. _ 12 '5'- 4" BRCi. HC�T.6V-4" BRCS. HGT. + — - - - - - - - - - - - - - - - - - - - - - - - - - - - -8' -S 5R3. HT. a'- 0" HDR. HGT. - +� GARAGE 0-0" FIN. 1=LR. W-8 3/4' BRS. HGT- k _ UJ/ 8' HEEL ITYPJ 10'-5 3/4' 2ND FF.4 9' - 4" 5R3. HGT. 5'-0" HDR. HGT-* 12 5 i ;1 OIP-R1VAE VENT LEFT ELEVATION xue;va.i-m ELEVATION 'A' TEXTURED C1=h'ENT10613 COATMCs PER (ASTM 1 0326) ITiFJ r e i0' -8 3/4" 2ND F.F. - - - - - - - - - - - - - - �- �- - - - - - - - - - - - - - - - - 5'-0' HDR. HGT. TI CTEX� OMEN OUS COATING PER (ASTM ' c926) (trP) ) L-1 0'-0" FIN. FLR _ ---------------------_________- RIGHT ELEVATION SCALE: 1/4 m V -V' ELEVATION AN - 4-- - — 0' -0' FIN. FR L A R C H IT E C TS �� LONGWOOD, AFL 32750 - - PH: 407-7746078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 sul3DIV. de LOOT: KENSINGTON RESERVE (LOT 96) MODEU S UMMERLAND (VERSION#01) PIROMCT : 0299000 rp LEFT & RIGHT ELEVATIONS ARCHITECT-. STATE OF FLORIDA IDAT#: 4/10/18 asc :1/4"=1,_O„ SIMET 2 or 9 \0000000001 sul3DIV. de LOOT: KENSINGTON RESERVE (LOT 96) MODEU S UMMERLAND (VERSION#01) PIROMCT : 0299000 rp LEFT & RIGHT ELEVATIONS ARCHITECT-. STATE OF FLORIDA IDAT#: 4/10/18 asc :1/4"=1,_O„ SIMET 2 or 9 NOTE: L PRIOR TO DRYWAll NOTALLAT04 ON ALL FRAMNG MET"IBERS 2'-0' FROM THE FINISH FLOOR WILL IBE SPRAYED AND TREATED 1111 WRATE' A TERMITE TREATED SPRAY 3 1/2' 1' C DBI.. TOP PLATE B 0 ' CABINET SECTION d Fr9wz-&m FIRST FLOOR PLAN -) ARCHITECTS PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r CCWCN W AND CLADDIG WID LOADS IRA8C WM EIIP'OSLIFE SQ. FT. CALC.9S SOUAFIE AMIE WK/011 DESIMATIOINI IST PLR LIVING 2ND PLR LIVING Ijd90 1,386 ea 1--T. ea PT. 16'-01x1'-6' 5 24W/ -30.x6 TOTAL LIVING ENTRY GARAGE 2,416 35 459 SGL PT. SQ. PT. SQ. PT. 2 TOTAL PATIO 2,910 24 Sa FT. SQ. PT. 30AW-32.18 3 11 NOTE: L PRIOR TO DRYWAll NOTALLAT04 ON ALL FRAMNG MET"IBERS 2'-0' FROM THE FINISH FLOOR WILL IBE SPRAYED AND TREATED 1111 WRATE' A TERMITE TREATED SPRAY 3 1/2' 1' C DBI.. TOP PLATE B 0 ' CABINET SECTION d Fr9wz-&m FIRST FLOOR PLAN -) ARCHITECTS PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r CCWCN W AND CLADDIG WID LOADS IRA8C WM EIIP'OSLIFE FOR 3 11130OND MISTS CALL 0 SOUAFIE AMIE WK/011 DESIMATIOINI 1BO MIN WND 1 112 16'-01x1'-6' 5 24W/ -30.x6 2 24 3080 DR 4 30AW-32.18 3 11 25 -SN 4 2SA5/-3095 3A 11 25 -SN 5 28.45/-31. 46 4 33 (2) 25 -SH 5 21.131-3480 5 49 6090 aw 5 26311-3330 6 33 (2)15-514 5 21.13/-3480 1 11 814 4 28.451-.V.% WIND DESIGN CRITERIA A. BASIC WIND SPEED MFW (3 SECOND GUST) VULT -150 / VASD ■ 116 MPW B. INTERNAL PRESSURE COEIFICENT-+ .18 C. RISK CATISGORY ■TYPE 11 D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS ! CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCIR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: L PRIOR TO DRYWAll NOTALLAT04 ON ALL FRAMNG MET"IBERS 2'-0' FROM THE FINISH FLOOR WILL IBE SPRAYED AND TREATED 1111 WRATE' A TERMITE TREATED SPRAY 3 1/2' 1' C DBI.. TOP PLATE B 0 ' CABINET SECTION d Fr9wz-&m FIRST FLOOR PLAN -) ARCHITECTS PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \000000000 SUBDIV. de LOT: KENSINGTON RESERVE (LOT 96) MODEL: S UMMERLAND (VERSION#01) PROJECT : 0299 000 PAGE: FIRST FLOOR PLAN aRCHrrECr• STATE OF FLOADA SEMET 3 OF 9 CCMPONENr AND CLADDNG WW I.OAD9 RAW VAD EXPOSISE FOR 3 SECOND CUM CALL f 10! a� DE I1gN IOE SNFWNa� I 15 5 28.65/-3185 2 B 3050-514 5 28.65/-3185 2A 12 FG 5 298!8/-3870 .' 7 28 Fi X66 5 28.651-3185 3 S EG11105 5 28.65/-31x85 4 B 40 5 29A3/-39.40 ,A TEMP 5 B 4 28.65/-31.14 2x8 DBL STUD 6 S X566 4 28.65/-31.14 c13 NAILI 1 15 4 28.65/-31.N4 Roars SS- STA <*-RED WIND DESIGN CRITERIA A. BASIC WIND SPEED MP14 (3 SECOND GUST) VULT• 150 / VASD■ 116 MM 4 8. NTER-4AL PRESSURE COEFFICENT=+ .18 C. RISK CATEGORY ■ TYPE 11 D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS t CLADDING PRESSURE ARE BASED ON THE Malt DESKN WIND SPEED. FBCK 6tH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0b TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTWFMRS. F TO ORYU41-L WTALLATION ON ALL FRAMNG MIP25M 2'-0' FROM THE FNISN MALI. BE SPRAYED AND TREATED IW'BORATE' A TERMITE TREATED SPRAY I18'-8 3/4' 2140. A– 10-8 3/4' 2ND. j4_ FTFUIUR—L"r 9'-4' BRCx. WT. 0-0' FIN. FLR. F�I�►_�17i:'� DROP CEILINGS TO — P'-9' (2) 2X8 HEADERS AS SHOWN ON SHEET b m PWDR. ROOM STAIR DATA: 17 RISERS 07.57" 16 TREADS 010" +1" NOSING 1 IfG/' w Lu \ \ \ 42"141014 \ RAILINCs \ z 2x12 SYP. TREAD \\\ 2x4 RE- WORCINGS • EA-\ \ \ 2xI2 STRINGER \ ' (3) 242 SYP STRINGERS SECURED RV 12d W-8' OAC. \ � \ cel ' KICICPLATE \ \ \ \ 2X6 LANDING 3/4' T4G "r -L - _______� I GLUED 4 NAILED- 2xi • 24' OAC. MAX----��-------� 2x4 P.T. PLA'C'E SECURE W/ 10d CUT NAILS 16' O.G. MAX --r STAIR SECTION: W-4" BRG-* 5CALE: 3/S = 1'-0' DBL PTO p ri 16'-2' 31-21 20' - S' 61-21 �J 305044 408 FA r 10! (�\7 Alf � OWNER'S 1 �r m p ri 16'-2' 31-21 20' - S' 61-21 �J 305044 408 FA r 10! (�\7 Alf � OWNER'S 1 t� .' 7 t11 c�1 ,A cv 2x8 DBL STUD 111/ 10d X 31' �"IIIIIIII c13 NAILI * 18' or., 2 Roars STA <*-RED p ri 16'-2' 31-21 20' - S' 61-21 �J 305044 408 FA r � OWNER'S 1 t� BEDROOM 2 �"IIIIIIII \0000000001 141-411 6v� BEDROOM ■■mm ■■■ ■■■IMME mmm mmm mom mom f1mom ' - I Wom - r- BEDROOM Tsor0 .- ' U U U LNE OF IST II' EELOW - STUD ,.�. 41-41 SECOND FLOOR PLAN / N o STUD 7 ARC NITECT8 -) PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �"IIIIIIII \0000000001 sxmDIV. & LOT: KENSINGTON RESERVE (LOT 96) MOD>DI+ S UMMERLAND (VERSION#01) PROJECT#: 02997.000 PACE: SECOND FLOOR P LAN ARCHTECT.- STATE OF FLORDA 4,0,1 Ole D /10/18 95 ar ter.: 1/4'■=1'-0" 311EET 4 Or {� cJ SECURE STRAP TO GONG. W/ (2 ) 3/16'x2' TAPCONS 3 1/2' T1 CONC. SLAB SIMPSON W8 ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) '°8x1 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL in M 1, F- 2 -2 ■ aA I I I ■ I ■ I 2 �A I ■ 24'x24 AV CONC, F GL W1(3) l5 REBARS, EA WAY CN CHAIRS MR ■ p 3' COVER IA 141-411 J 24'44'42'CONC. F W1(3) +5 REBARS i WAY ON CHAIRS h n F' Goy S CA 24'x24'xl2' COWL. Fr& W/ (3) 45 REBARS EA. WAY ON CHAIRS MK 3' COVER (2-TYP) LI 181-10, 1/ 81-2' I, 31-01 3 1/2' CONC. g SLA5 �A T1rP. /.***' I.— z F� c� I F -3 1/2!0- � ISI -101 I, b' -2' 1,41-01 ,gkfd'-O' FIN. ELEV. PIN. CONC. SLAB iz 91— " /1 CONG.1�1�01� IW 6W414 x WA ON 6 -MIL Fay Muse A VAM BARM ON �� 1' PVC CHASE IIELL-C2VA= a -EM RLD , oR ELEC. + I I ISL,4ND i ICE MAKER ii ROIJ H -M 5'-10' i Qom` S I� 5A � 9 9 5A 5A 4' PYC CHASE- STEM LF TO I 10' 8' 2ND FLR A/C IV SLAB I Ifi' _ 4 5A I -5 1/2" L I 5 N — I 1C I 5A 5A I 8 EXTEND It SLA51112' 5MLA ■61111111 -3 1/2". 3112 Ct71NG. 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LAP x a ° 10 SHOWER RECESS FOOTER h 3W!644 4�WMOONN ON ecALwr r■i'�' MOOD BASE REBAR LAP `eA"�R art U ETHYLENE VAPOR OLi:AA101tf RIMIRED ° d B AT FOOTING a CLEAN TERMnE � �o ,� N�,T�,, R akmm r a ; b' F1ilOH FLOOR ° 0 4 a . ,p b Pvo CFUIGE TMRR FOOTN6i O'-0' MIN MIK! ®'-O' r'NL MLR ° • °d . e TIE VERMAL Rt=DAR 44 d 4 4 Q a LAMED W 01" BEAM - . • <4 . a 4 ° � � , TO MORIZATiONW_ � .�. � a d To MORIZAHON6AL _ RNDAR W IO MOCK R!'DAR W 10' HOOK REDAIR At CORIERG ° d g ° W 2b' LM MN. & (2J REIlAR ON CKAM - ° ° p.,{1 2 -$TORI' b 0L a . (3) % PIND AR ON CMAM >_ a l3 V . ° �' HORIZONTAL/ VERTICAL 1—STORY FOOTING HORIZONTAL/ VERTICAL REINFORCING AT SLAB AT S.G.D.1 GAS LINE THRU BLOCK Tn'• REBAR LAP W BLOCK WALL E REINFORCING F BEARING CHANGE ecALs r.r-a Cx' , .4 AT LINTEL CORNERS D - ARCHITECT S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. ac LOT: KENSINGTON RESERVE (LOT 96) MODEL SUMMERLAND (VERSION#01) PROJECT : 0299 000 PAGE: FOUNDATION DETAILS ARCHn=-CT-. STATE OF FLORIDA APR y2l;�78 DA : 4/10/18 SCALL: 1/4'°=1'— 0" SHEE /�T 5 Nor 9 00000000/ SUBDIV. ac LOT: KENSINGTON RESERVE (LOT 96) MODEL SUMMERLAND (VERSION#01) PROJECT : 0299 000 PAGE: FOUNDATION DETAILS ARCHn=-CT-. STATE OF FLORIDA APR y2l;�78 DA : 4/10/18 SCALL: 1/4'°=1'— 0" SHEE /�T 5 Nor 9 181 — ia' 1�1_�11 00 ■ ■■ ■■ ■ owl low ■ - �t ■L 25'-01 ' Iq .10 N ■ o �t ■ �t cv ■ ■ � N N ■ N _ 1 47 ■ N 0 _1 N CA ■ 0 CA MM1 ■ W M = ■ ab 0 ■ cii It ■ ■ � ■ -i r i Ln N Ln N �j ■ It C4cp ■ O 0 - ■ cp Nk 7 71 N N � ■ i' ■ 81_Q11 m ■ ■ e ■ I N ■ ■ DOWEL PLAN_ SCALE: I/4 = V—V ARCHITECTS FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 r � X1111111111 �oovovvvvo. 8XM3DIY. & LOT: KENSINGTON RESERVE (LOT 96) MODEL S UMMERLAND (VERSION#01) PROJCGTAI: 02997.000 PAGE: DOWEL PLAN ,� r �AA APR �12019 DAT#-. 4/10/18 Sc :1/4$$=1,_O„ SHMET 5BOF 9 (2)15 -SFr GREAT ROOM FOYER I L_1p, I ENTRY L -2A I I I I I I i I I I i J / DINE•T�TE 2 CAR GARAGE STUDY LINTEL PLAN A. I. CODES I.I. FLORIDA E5UtLDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R4022 4 8606 12. FLORIDA BU LD CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 19012 t 2101. 13. BUILDING CODE REQUIRETIENTS FOR REINFORCED CONCRETE (AGI 318-013). IA. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10), 2. CONCRETE: 2.1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1. PRE -CAST 11/STANDARD REINFORCEMENT -4000 P51 2.1.2. PRE -CAST W/PRESTRESS REINFORGEMEN74,000 PSI 2.1.3. GROUT PER ASTM 0416 - 3000 PSI W/ MAX_ 3/8' AGGREGATE, 8' TO 11' SLUMP - 22. REINFOIR'.CN* BARS: 22.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM 4615 (GRADE 60) 2.22. STEEL IN LiNTEL AND KNOCKOUT BLOCK (PLACED IN FiELD) ASTM A615 (GRAPE 40). 23. PRE-6Ti¢E66ED STRAND$ A6TM A41& 1 -WIRE, 6TRE66 RELIEVED 21V KV 2.4. DETAIL REINFORCEMENT IN ACCORDANCE WiTH AC( 315. 2.5. CONCRETING OPERATIONS SHALL COMPLY WfTIH ACf STANDARDS. 3- MASONRY: 3.1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 5PECfPfGATION OP THE NATIONAL CONCRETE MASONRY ASSOCIATION AND AGI 5301-08. 3.2. MINIMUM MASONRY UNIT STRENGTH: F M 1500 P OL 3.3. MORTAR SHALL 5E TYPE S. 4. STRUCTURAL: 4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A SEARING OF 8" (WITH A MiNIMUM ACCEPTABLE 5EARiNG OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTION R&O6.14 OR FLORIDA BUILDING COt7E 12E5(1?ENTIAL 5TH Et?ITION C2014J. SECTION 2104.15 TABLE Na. 11 SAFE WORKING LATERAL LOADS (PLF) B" x 8" LINTELS LINTEL 5*6 LATERAL LOADS {PLF) Total Larrgth Type 8"x8' PLAN 8'x6' SOLID 2'-10' Precast 1998 3964 Y-6' Recast 1168 2315 4'-0' Precast 644 1614 4'•V Recast 638 12" 4.6 Recast 966 t163 V-4' Recast 666 055 5'-10' RecAat 543 1105 W4. Precast 634 064 61-6' Recast b@ 086 611' Recast 516 011 1'-6' Plvcaal 446 338 11-0' Precast 425 994 3'-4" Retest 361 014 V-4' Recast 354 145 2421 9WAst 211 563 10'-6' Precast 192 453 II' -4' Precast 190 620 12'-0' Precast 164 549 121-6' Precast 143 504 13'-4' Precast 116 404 14'-0' Recast 99 397 14-V Prestressed NA, $41 15'-4' "Obtresesd NA. 302 11'-4' Prestressed NA. 20 19'-4' Prestressed NA. 116 ?D'-0' Pmtressed N.A. rA 21'-4' Pimtraes•d NA 01 22'-4' PI'aetreaaed NA. 20 24'-0' Prwtreees�l NA, 33 N.R. • Not ReoonMaxw LINTEL SAFE LATERAL LOADS (PLF) Total Length twa 6' DOOR HEADER PLAN 6' DOOR HEADER SOLID 3'•8' Precast 1112 2011 4' 0' Praeast 950 1611 4'-2' Precast 861 671 4'1' Precast 185 ur, 4'1' Precast b59 1165 9'-8' Precast bw 1171 6'-0' Precast 504 9x4 1'-6' Precast 411 157 a'.8' Precast 3% 664 9'8' PrM:eet 286 $35 ® LOTT'S 9r"r CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LENCxTW T1ICE C.31-41 15i�3. WT. COMMENTS L -i ti' -4' 8/18-S-C1)U/(UL PFZESii�88ED L-2 4'-8' 8/14-5-(UU/l1V)L RECEWED L -2A 9'-4' bA&-6-(1)U/(U1.. SCHEDULE L-215 4'-0' 8/2®-8-(I)I.1/(0x_ 1809 L-3 4'-b' 8/Ib-S-tl)LI/!0)L 1 L -3A 4'-b' 8/ib-6-(1)U1(®)L OR WELCIEEDRRUPS acc dp 11 L-4 am 0-80TTICIIIIII BARS 4815 L-5 '1'-b' 8/ib-S-(lxrl/ll (2; -2 L -5A 11-8' 8/16 -S -(1)1)(1x. 2111 3386 3356 4'-1' 3'-2' NONN & VIDTH/FEIGHT OF LINTEL Ir -PLAIN OR SCUD LINTEL [8/16-P-#U/#L] I No. OF ADDITIONAL #5 BARS IN UPPER OR LOVER LINTEL CAVITY 1) #5 CONTINUOUS (1) /5 CONTINUOUS 6"1118' KNOCKOUT BLOCK 3j- 6'X18" KNOCKOUT BLOCK e vpp00pp PSI GROUT � DU LINTEL STEEL ROTTOM 6AR TOP 13AR POkIN lab) PLACEFEMPi: rim ,I •r'-•• � CHEEDULE •rs..; � r PRECAST SCHEDULE (2) 4 •f • i (1) #5 CONTINUOUS 411. f • (1) #5 CONTINUOUS 1809 8529 10000 Y-6' STRRUPS •• 4'-O' oe s OR IrPt r FV) f � • TCTIED ) T 4'-0' (2).2 (7ED T M OR WELCIEEDRRUPS acc dp 11 3831 am 0-80TTICIIIIII BARS 4815 SEE SCHEDULE (PRECAST) SCFEDI�E PRECAST 8/16-s-0) 05AI) #; PRECAST (2) STRANDS 7/16--- 1 ' 7 PARE STRESS REL11EM 270kd PRESTRESSED MI CABLE 8/16-s-0) #5/(i) #5 PRESTRESSED NR- NOT RECOrFIQIDED TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TIFF LINTEL 8TEEL GRAVITY GRAVITY UPLPT U.LPT LENGTH SPAN BOTTOM TOO CAPACITY CAPACITY CAPACITY CAPACITY BAR SPIT 10)51 (1)91 (U031 (11.31! (USC (1)911 (V%L f2m TABLE No. 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PIF) 8' X 16" COMPOSITE LINTELS LINTEL CLEAR LNTEL TYPE LINTEL STEEL GRAVITY GR4VITY UPLFT UPI.PT L$YaTN SPAN I AGTI' CAPACITY CAPACITY CAPACITY BOTTOM TSAR TOP BAR (0),51. NSU (ll5L N5u (VSL (IFiu (LSL 1215) TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITT GRAVITY UPLIFT UMPT LENGTH _PAN CAPACITY CAPACITY CAPACJTY CAPACITY BOTTOM $AR TOP SAR (0)51 NSU (I)9L OPW (1)5L M% (1,5L (P% TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 24" COMPOSITE LINTELS LINTEL C44LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY IPLFT UPLF1 LENGTH 5PAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM EAR TCP Hua1F (0)51 fU9U (U5L (115) tUSL (11511 (V% 127911 TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL PLAN GRAVITY GRAVITY UPLIFT UPLIFT LE2I63TI4 _PAN GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR CAPACITY (VAL (Ina(115L (IMU (ML (1)611 (I)6L (ANTU TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LNTU .BLEAR LNML IYTM LINTEL STEEL UWILLPD GRAVITY GI2AYIiY UPLIFT UPLIFT -ENGTH SPAN GRAVITY CAPACITY CAPACI7'T CAPACITY CAPACITY 80TTOM B4J2 TOP 3AR CAPACITY (IASL (0)511 (vfL (SU f 751. (IM (05L (2)SU TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 32" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY IPLFT UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM 54R TDP F3AR (0ML (1.54 (1151(1x511 !M O)% (U'SL (2)61 TABLE No, 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS L NTEL CLEAR LNTEL TYPE LINTEL STEELGRAVITY GRAVITY UPLIFT LPLFT -EtY+7tl SPAN CAPACTY CAPACITY CAPACITY1.5L(2PAI CAPACITY BOrOM 6.411 TOP TSAR 101'511115) INSLVAIJI �0ALMNa 14 TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LINTEL CLEAR LINTEL TTFL LINTEL STEEL GRANTY GRAVITY ld'tIFI UPLIFT _"N&PAN CAPACITY CAPACITY CAPACITY CAPACITY 7T 6AR TOP SPIT (0)51 (IA5U lU�5L (V5U (V5L fm f115L 05U 8/20-s-0) ,5/(1) #5 s�2a-s-c>> s 1346-S-0) 0AI) 05 8f14 -s-(1) J57(1) 0 ARCHITECT S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8' LINTELS LINTEL CLEAR LT-NGTF1 SPAN UIVEL tYPE LINTEL STEEL ROTTOM 6AR TOP 13AR WFILLED GRAVITY CAPACITY (USI. GRAVITY CAPACITY (0)5U GRAYTY CAPACITY (U'51. (1)5U UPLIFT UPLIFT CAP4GTY CAPACITY 1)5L (IP5U (1 5L l215U 2'-10' I'-6' PRECAST (2).2 (2) 4 4246 1809 1809 8529 10000 Y-6' 2'-2' PRECAST (2).2 (2)4 2415 3831 3831 4815 4815 4'-0' 2'-8' PRECAST (2; -2 (2).2 7783 7111 2111 3386 3356 4'-1' 3'-2' PRECAST (214 (2) 4 843 210 2165 26" 2608 4'-8' 3'-4" PRECAST f2)4 (2)4 032 2011 2017 2421 2421 5'-4' 4'-0' PRECAST 013 (2)4 1006 1661 1651 *0 1881 5'-10' 4'-6' PRECAST f2) 9 (2) 4 a" 1423 A23 1410 1609 6'-4' V-0' PRECAST (2) M (2) 4 140 1293 1283 016 1405 6'-6' S1•2' PRECAST (2) b (2) 4 TO 1232 1232 Dob 1348 6'-8' S'4' PRECAST (2) b (2) 4 682 1184 1184 1081 12% T -b' 6'-2' pPELAST (2) b (2) 4 510 991 991 825 1082 •P,6' 6'-4' PRECAST (2).4 (2)4 551 •b9 95S 784 1041 8'-& 6'-8' PRECAST (2) M (2) 4 515 'An 902 712 984 8'-4' 1'-0' PECAST (2) sT (2) 4 465 851 051 648 WT 9'-4' 8'-0' PRECAST 01 b (2) 4 416 126 126 499 790 10'fa' 9'-2' PRECAST (2)'K (2)4 354 618 610 3w 613 11'-4' V-0' PRECAST (2) 5 Q) -3 35 567 561 317 601 12'-0' W-8' PRECAST (2) 5 (2)9 292 525 525 271 561 121-6' 11'-2' PRECAST (2; -1 (219 211 498 490 251 52 7-4' 2'-O' PRECAST (2) -1013 255 458 456 214 442 14'-0' W-8' PRECAST (2) S (2) 9 239 490 430 w 3% 14'-8' 01-W F'fESTPi56ED (2) b (2) 4 N.R. 416 416 230 446 V-4' 14'-0' PRESTRESSED (2) b (2) 4 NR 319 319 210 401 ITA' ib' -O' PIsESTRES&D (2) W (2)12 1111 206 266 163 311 19'-4' 16'-0' PREOTRMWD (2) S (2) 9 7111 2?4 224 131 254 ?m'-0' i5'-6' matlTl"'ESBED (2)'S (2) 9 ITR 201 201 122 237 21'-4' 20.0' PIE&T"ED (2) S (2) 9 ITR 171 111 101 208 22'-0' 20-8' PIE&TRIFNED (2) S (2) 9 N.R 164 164 100 I% 24'-0' 22'-6' PRESIIFFSBED (2) S (2) 9 N.R. 132 02 84 163 NR- NOT RECOrFIQIDED TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TIFF LINTEL 8TEEL GRAVITY GRAVITY UPLPT U.LPT LENGTH SPAN BOTTOM TOO CAPACITY CAPACITY CAPACITY CAPACITY BAR SPIT 10)51 (1)91 (U031 (11.31! (USC (1)911 (V%L f2m TABLE No. 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PIF) 8' X 16" COMPOSITE LINTELS LINTEL CLEAR LNTEL TYPE LINTEL STEEL GRAVITY GR4VITY UPLFT UPI.PT L$YaTN SPAN I AGTI' CAPACITY CAPACITY CAPACITY BOTTOM TSAR TOP BAR (0),51. NSU (ll5L N5u (VSL (IFiu (LSL 1215) TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITT GRAVITY UPLIFT UMPT LENGTH _PAN CAPACITY CAPACITY CAPACJTY CAPACITY BOTTOM $AR TOP SAR (0)51 NSU (I)9L OPW (1)5L M% (1,5L (P% TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 24" COMPOSITE LINTELS LINTEL C44LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY IPLFT UPLF1 LENGTH 5PAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM EAR TCP Hua1F (0)51 fU9U (U5L (115) tUSL (11511 (V% 127911 TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL PLAN GRAVITY GRAVITY UPLIFT UPLIFT LE2I63TI4 _PAN GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR CAPACITY (VAL (Ina(115L (IMU (ML (1)611 (I)6L (ANTU TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LNTU .BLEAR LNML IYTM LINTEL STEEL UWILLPD GRAVITY GI2AYIiY UPLIFT UPLIFT -ENGTH SPAN GRAVITY CAPACITY CAPACI7'T CAPACITY CAPACITY 80TTOM B4J2 TOP 3AR CAPACITY (IASL (0)511 (vfL (SU f 751. (IM (05L (2)SU TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 32" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY IPLFT UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM 54R TDP F3AR (0ML (1.54 (1151(1x511 !M O)% (U'SL (2)61 TABLE No, 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS L NTEL CLEAR LNTEL TYPE LINTEL STEELGRAVITY GRAVITY UPLIFT LPLFT -EtY+7tl SPAN CAPACTY CAPACITY CAPACITY1.5L(2PAI CAPACITY BOrOM 6.411 TOP TSAR 101'511115) INSLVAIJI �0ALMNa 14 TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LINTEL CLEAR LINTEL TTFL LINTEL STEEL GRANTY GRAVITY ld'tIFI UPLIFT _"N&PAN CAPACITY CAPACITY CAPACITY CAPACITY 7T 6AR TOP SPIT (0)51 (IA5U lU�5L (V5U (V5L fm f115L 05U 8/20-s-0) ,5/(1) #5 s�2a-s-c>> s 1346-S-0) 0AI) 05 8f14 -s-(1) J57(1) 0 ARCHITECT S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIIIIIIIII ��a0vvvvovar E 8E 0 r c KENSINGTON RESERVE (LOT 96) MODEL: SUMMERLAND (VERSION#01) PROJ'ECT : 02997.000 PAGE: LINTEL PLAN (LOTT'S) ARCHITECT: STATE OF FLORIDA APR DA 4/10/18 3C :1/4"=1'-0" S T 5 C O3F 9 i"14TER14LE LINTEL NO, (:�ENEfP4L N07Ee L F'c a, precast lintel - 4000 psi I. Provide full mortar bed and head ,Joints. 2. F'c prestressed lintel = 6000 psi 2. Shore filled lintels as required. 3. Carout per ASTM 0416 f'g = 3000 psi w/ 3. Installation of lintel must comply with the maximum 3/6 inch aggregate t 6 to 11 incharchitectural L -2A and/or structural documents. slump 4. U -Lintels are manufactured with 5 1/2" long 4. Concrete Masonry Units (CMU) per ASTM M011-05/17 notches at the ends to accommodate vertical C50 w/mMimun net area compressive 4'-6' cell reinforcing and grouting. strength = 1900 psi 5. Reference the GAST-CRETE Load Deflection 5. Rebar per ASTM A615 grade 60 FOR EACH ADDITIONAL Ciraph brochure for lints( deflection information. 6. Prestressing strand per ASTM A416 grade 6. Bottom field added rebar to be located a the 210 low relaxation 11-6' bottom of the lintel cavity. 1. Mortar per ASTM 0210 type M or S 1. 1/32" diameter wire stirrups are welded to the 8FI6-1I3AT bottom steel for mechanical anchorages 4'-6' S. Gast -in-place concrete may be provided in composite lintel in Ileu of concrete masonry units. 4^qzT4^4T4 LINTEL SCHEDULE LINTEL NO, LENT t"*s 91-41 SFRG. WT. COMMENTS L-1 I1'-4' 8F28-I1BAT PiIRSSTRESSED L-2 4'-6' OW14-OBAT RECESSED L -2A 3'-4' 8F16-IB/IT 11. The number in the the parenthesis Indicates the L-25 4'-0' M011-05/17 rebar. Example 1' 6' lintel type DF32-15 safe L-3 4'-6' 8F16-OBAT (155) = 5501 p1F L -3A 4'-6' 8FI6-08/IT FOR EACH ADDITIONAL L-4 'i'-6" 8F16-iMAT loading with the following equation: L-5 11-6' 8FI6-15/17 z L -5A 1140' 8FI6-1I3AT L-6 4'-6' 8FI6-06/IT obtained by the designer by providing 9. Safe load rating based on rational design 1. All values based on minimum 4 inch analysts per AGI 315 and AGI 530 nominal bearing. Exception: Safe loads For unfilled load From next lower height shown. Ilntels must be reduced by 20M if bearing length Is 10. The exterior surface of lintels Installed in less than 6 1/2 inches. next longest length shown m•1500psi exterior concrete masonry walls shall have a 3. Safe loads are superimposed allowable loads. 10. All safe loads based on simply supported 4. Safe loads based on grade 40 or grade 60 field coating of stucco applied in accordance rebar. 11. The number in the the parenthesis Indicates the 5. One *1 rebar may be substituted For two *5 rebars with ASTT C-296 or other approved coating. 1n 5' tinteis only rebar. Example 1' 6' lintel type DF32-15 safe SEE SAFE LATERAL LOAD 11. Lintels loaded simultaneously with vertical from the safe load tables by calculating the (155) = 5501 p1F TABLES FOR LOAD RATfW;; (gravity or uplift) and horizontal (lateral) face of support. FOR EACH ADDITIONAL loads should be checked for the combined �o REINFORCED CMU FULL loading with the following equation: COURSE Applied vertical loadvertical load4 Applied horizontal load load 4 10 z 1/2" GLR TYP Safe vertical load Safe horizontal load 12. Additional lateral toad capacity can be V__ (2)'5 REBARGR40 or GR60 obtained by the designer by providing additional reinforced concrete masonry --- OF LINTEL CAVITY Via lintel. See detail at right: 50TTOM REINFORCING N -a LINTEL PLAN L-4 (2) 25 -SN FOYER W-4' CLl3. MR. ENTRY i-4' CL& L -2A GREAT ROOM 8'-4' C L& a - DINETTE V-4' CLI. 2 CAR GARAGE V-4' GL& STUDY 9'-4' CM F24FE L0,4D T,45LE NOTES 1. All values based on minimum 4 inch 1. For composite lintel heights not shown, use safe nominal bearing. Exception: Safe loads For unfilled load From next lower height shown. Ilntels must be reduced by 20M if bearing length Is 8. For lintels lengths not shown, use safe load from less than 6 1/2 inches. next longest length shown 2. N.R. = Not Rated a All safe loads to units of pounds per linear foot 3. Safe loads are superimposed allowable loads. 10. All safe loads based on simply supported 4. Safe loads based on grade 40 or grade 60 field span. rebar. 11. The number in the the parenthesis Indicates the 5. One *1 rebar may be substituted For two *5 rebars percent reduction for grade 40 Field added 1n 5' tinteis only rebar. Example 1' 6' lintel type DF32-15 safe 6. The designer may evaluate concentrated loads gravity load = 6412no; w/ 15% reductio 6412 from the safe load tables by calculating the (155) = 5501 p1F maximum resisting moment and shear at d -away from face of support. T"rFE DE5iGN,4TI0N F = FILLER LUITH CzROUT / U = UNFILLED fUANTITY OF S REAR AT 50TTOM B OF LINTEL CAVITY LQUANTITY OF 45 REBAR AT TOP LINAL HEIGHT NOMINAL LUIPTH r1], *5 REBAR AT TOP MiN. (1) RECD ° a 1-1/2' CLEAR SAFE LOAD TABLES FOR GRAVITY, UPLIFT &LATERAL LOADS -'J II - SII- ■ •��" - B' PRECAST LU/2" RECESS DOOR U -LINTELS SAFE LOADS (L-58/FT) A R C H I T E C TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 4 LU z_ GROUT �o _ z *5 RE15AR AT 50TTOM • • OF LINTEL CAVITY 50TTOM REINFORCING -515'AGTUAL PROVIDED IN LINTEL (VARIES) V NOMINAL LUIDTN SAFE LOAD TABLES FOR GRAVITY, UPLIFT &LATERAL LOADS -'J II - SII- ■ •��" - B' PRECAST LU/2" RECESS DOOR U -LINTELS SAFE LOADS (L-58/FT) A R C H I T E C TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 X000000000► B' PRECAST LU/2" RECESS DOOR U -LINTELS SAFE LOADS (L-58/FT) A R C H I T E C TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 BVSDIV. & IAT: KENSINGTON RESERVE (LOT 96) MO DEL: S UMMERLAND (VERSION#01) PROJECT : 02997.000 PAGE: LINTEL PLAN (CAST—CRETE) ARCHITECT: STATE OF FLORIDA 8C :1/4"=1'-0" 5DOr g X000000000► BVSDIV. & IAT: KENSINGTON RESERVE (LOT 96) MO DEL: S UMMERLAND (VERSION#01) PROJECT : 02997.000 PAGE: LINTEL PLAN (CAST—CRETE) ARCHITECT: STATE OF FLORIDA 8C :1/4"=1'-0" 5DOr g QUALITY PRECAST COMPANY \N 'STRONG' ON SERVICE L� I P,O, Box 11 - Brandon, Florida 33509-0011 LINTEL NO. LENGTH TYPE 9'-4" 5RG. WT. COMMENTS L-1 11'-4" 8/18-5-(i MUL PRESTRESSED L-2 4'-8" 8/14-5-(IAJ/(0JL RECESSED L -2A 9'-4" 8/16-5-(IJUKUL LINTEL STEEL TOP L-28 4'-0' 8/20-5-(11U/(0x- UPLIFT L-3 4'-6" 8/16-5-(I)U/(0)L 2153 L -3A 4'-6' 8/16-5-(I)UKV)L CAPACITY L-4 1'-8' 8/164-MUMUL 1777 L-5 1'-6' 8/16-5-(IJU/(liL (0)#5L (1)#5 L -5A 1'-91' 8/16-5-(IJuffliL 2 No.5 L-6 4'-6' 8/16-S-tIJU/(0JL 1568 LINTEL PLAN_ SCALA: 1/4 a 1'-0' 6'-8" REINFORCING SCHEDULE & LOAD CAPACITIES REINFORCING SCHEDULE & LOAD CAPACITIES 2) No. 4 SAFE WORKING LOADS SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS PRECAST (2) D4.5 WIRE LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN 2153 WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY 2 No. 4 1777 1777 1448 1766 (0)#5L (1)#5 (1)#5L (1)#5 (0)#5L(1)#5U (1)#5L (2)#5U 2 No.5 1568 1568 1222 1568 (0)#5L(1)#5U (1)#5L(1)#5U DETAIL W & W (])#5L (2)#5U 7-10" 1'-6" PRECAST 2 D4.5 WIRE 2 o. 3 10-000 'V' (1)#5L 1. 10 0 3'-6' 2'-2" PRECAST (2) D4.5 WIRE 21 No. 3 DETAIL'U' DETAIL ' DETAILL'UU''&V' DETAIL'W' 2-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3-6" 7-2" PRECAST (2) D4.5 W IRE 2 No. 3 10000 10000 10000 10000 4'-0" 2-8" PRECAST (2)D4.5WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE j2j No. 3 9576 10000 10000 10000 64" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7009 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5700 10000 10000 10000 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 7924 10000 9263 10000 7-6" 6-2" PRECAST (2) D4.5 W IRE 2 No. 4 5748 10000 6723 10000 7-8" 6-4" PRECAST (2) D4.5 WIRE 2 No. 4 5473 9564 6402 10000 6-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 4978 8706 5824 10000 64" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 4546 7957 5320 10000 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3536 6205 4141 7410 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2725 4798 3194 5322 11'-4" 10'-0" PRECAST (2) No.3 2 No. 5 3615 1 5348 2699 4424 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 3191 3670 2379 3894 2'-6" 11'-2" PRECAST (2) No.3 2 No. 5 2919 3369 2174 3572 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 2535 2961 1884 3137 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 2278 2698 1691 2856 14'x" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 3326 3326 1829 2919 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.4 1193 2290 2085 2085 6'-8" 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 3031 3031 1666 2702 6'4" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 2 No.4 1267 9'-8" 64" 8'-0" 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2346 2346 1290 2210 (2) No.4 174" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1865 1865 1029 1869 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1737 1737 959 1778 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1516 1 516 839 1 620 2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1420 1420 787 1 551 2 No.5 (2) 7/16 strand + 24'-0" 227, PRESTRESSED (2) No. 3 (2) No.5 1250 1250 658 1300 LINTEL PLAN_ SCALA: 1/4 a 1'-0' WIRE 8'-0" 1 6'-8" REINFORCING SCHEDULE & LOAD CAPACITIES (2) D4.5 WIRE 2) No. 4 SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS PRECAST (2) D4.5 WIRE LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN 2153 WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY 2 No. 4 1777 1777 1448 1766 (0)#5L (1)#5 (1)#5L (1)#5 (0)#5L (#5L (1)]#5U (1)#5L (2)#5U 2 No.5 1568 1568 1222 1568 DETAIL'H' DETAIL')' DETAIL W & W DETAIL'K' 7-10" 1'-6" PRECAST 2 D4.5 WIRE 2 o. 3 10-000 10000 10000 10 0 3'-6' 2'-2" PRECAST (2) D4.5 WIRE 21 No. 3 1 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 1 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" X-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 5'-4" 4'40" PRECAST (2) D4.5 WIRE 2 No. 3 4843 1 6687 1 6635 7320 5'-10" 4'-6" PRECAST (2) 134.5 WIRE 12) No -3 3940 1 5211 1 5402 5641 WIRE 8'-0" 1 6'-8" PRECAST (2) D4.5 WIRE 2) No. 4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" V-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'-4" 10'-0" PRECAST (2) No. 3 2 No.5 1568 1568 1222 1568 12'-0" 10'-9' PRECAST (2) No.3 2 No.5 1439 1439 1075 1439 12-6" 11'-7 PRECAST (2) No.3 2 No.5 1354 1354 981 1354 13'4" 1 12'-0" PRECAST (2) No.3 2 No.5 1232 1232 849 1232 14'-0" 12'-9' PRECAST (2) No.3 2 No. 5 1149 1149 760 1149 2'-10" 7-6" PRECAST (2) D4.5 WIRE VA 7116 strand + 1259 1259 4'-7' 2'-10" TYPE DESIGNATION P -PLAN LINTEL/ 14'-8" 134" PRESTRESSED (2) No. 3 (2) No.4 1419 1419 850 1347 6 s ran + 2 No.S 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1291 1291 775 1270 UPLIFT SAFE --BOTTOM GRAVITY & 8"x8"RECESS UPLIFT SAFE LOADS (PLF) DOOR HEADER SOLID #5 (1) U (0) L #5 (1 U (1) L 2 No.4 TOTAL -ENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR 174" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 993 993 600 1084 UPLIFT SAFE LOAD STEEL SOLID SOLID SOLID SOLID BOTTOM PLAIN #5 (1) U (0) L #5 (1) U (1) L ##5(1) UU0) LL #5 (2) U (1) L BAR 3'-8" 2'-4" 2'-0" 2) No. 4 (2) D4.5 WIRE (2) No.3 1640 1790 2'-6" 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1035 1035 478 936 1919 2143 2143 1753 1753 4'-0" 2'-8" 2 No.5 PRECAST (2) 04.5 WIRE (2) No.3 1386 1410 20'-0" 18'-g' PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 4'-2" 2'-10" 7-6" PRECAST (2) D4.5 WIRE 2 No.5 1259 1259 4'-7' 2'-10" 2'-6" 21'4' 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 834 834 390 763 PRECAST (2) 348 WIRE (2) No.3 1137 1137 2) No. 5 V-0" 2'-8" PRECAST (2) LA .5 WIRE (2) No.3 22-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 720 720 366 716 929 929 4'4" 3'4" S-0" 2 No.5 (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 TYPE DESIGNATION P -PLAN LINTEL/ QUANTITY OF #5 BAR AT S -SOLID LINTEL I (SEE SCHEDULE) LOWER LINTEL CAVITY [8x16 -P-1 L/1 U] 24'-0" 22'-&' PRESTRESSED (2) No. 3 6 s ran + 2 No.S 642 642 306 599 SEE SCHEDULE CLEAR SPAN 8"x8" LATERAL SAFE LOADS (PLFj RECESS DOOR HEADER LINTEL STEEL BOTTOM BAR OR WELDED) UPLIFT SAFE --BOTTOM GRAVITY & 8"x8"RECESS UPLIFT SAFE LOADS (PLF) DOOR HEADER SOLID #5 (1) U (0) L #5 (1 U (1) L SCHEDULE TOTAL -ENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR LATERAL SAFE LOAD PLAIN SOLID DETAIL'DA' DFTAIL'DB' TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTELTYPE LINTELSTEELTOP WIRE / BAR LINTEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD STEEL SOLID SOLID SOLID SOLID BOTTOM PLAIN #5 (1) U (0) L #5 (1) U (1) L ##5(1) UU0) LL #5 (2) U (1) L BAR 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1640 1790 2'-6" DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'4" 7-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) 04.5 WIRE (2) No.3 1386 1410 4'4" 2'-8" 2'4" PRECAST (2) 34.5 WIRE (2) No.3 1597 1801 1 1801 1483 1483 4'-2" 2'-10" 7-6" PRECAST (2) D4.5 WIRE (2) No.3 1259 1259 4'-7' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'4" 3'-0" 2'8" PRECAST (2) 348 WIRE (2) No.3 1137 1137 4'4" V-0" 2'-8" PRECAST (2) LA .5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'-4" S-0" PRECAST (2) D4.5 WIRE (2) No.3 929 929 4'4" 3'4" S-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 559 559 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6'-8" 5'-4" 5'-0" PRECAST (2J D4.5 WIRE (2) No.4 606 1097 6'4" 5'4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 498 863 7'-8" 6'4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 9'-8" 1 8'-4" 1 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1 294 1 510 PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TYPE DESIGNATION P -PLAN LINTEL/ QUANTITY OF #5 BAR AT S -SOLID LINTEL I (SEE SCHEDULE) LOWER LINTEL CAVITY [8x16 -P-1 L/1 U] NOMINAL WIDTH ] 7/32" STIRRUPS AT 4'-0" cc L QUANTITY OF 45 BAR AT NOMINAL HEIGHT In UPPER LINTEL CAVITY 3000 PSI GROUTTOP LEG BARS: (PLACED IN FFIELDJ (SEESCHEDULE) Z' (PLACE* (SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D. 489 489 PER STRUCTURAL PLAN ` 7/32" STIRRUPS AT 4'-0" cc � (TIED OR WELDED) In BOTTOM BARS SEE SCHEDULE NOTES: ].MINIMUM COVERAGE OF STEEL- 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REIN F. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACE* (SEE SCHEDULE) (2) No.4 396 489 489 261 ) # 5 CONTINUOUS REO' D. � R STRUCTURAL PLAN GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER Im" CLEAR SPAN STIRRUPS AT 4'-0" cc ('7 LINTEL STEEL BOTTOM BAR OR WELDED) UPLIFT SAFE --BOTTOM BARS SOLID #5 (1) U (l) L SOLID #5 (1) U (0) L #5 (1 U (1) L SCHEDULE NOTES: - 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REIN F. STEEL -ASTM A615 TYPICAL RECESS DOOR HEADER SECTION PRECAST CONCRETE A R C H IT EC TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 � GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (OJ L SOLID #5 (1) U (l) L SOLID #5 (1) U (0) L #5 (1 U (1) L SOLID #5 (2) U (11 L DETAIL'DU' DETAIL'DV' DETAIL'DU' &'DV DETAIL'DW 3' 8" 2'1" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 4'4' 2'$" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 4'-2' 7-10" 2'-6" PRECAST (2) 348 WIRE (2) No.3 9563 10000 10000 10000 4'-4" N-0" 2'-8" PRECAST (2) 348 WIRE (2) No.3 8654 10000 10000 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 7102 10000 9975 10000 54" 44" 4'4' PRECAST (2) D4.5 WIRE (2) No.3 4336 10000 6110 10000 6'-8" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 5323 1 10000 1 4103 1 10000 7'-8" 64" 6'-0' PRECAST (2) 348 WIRE (2) No.4 3810 10000 2929 9691 9'-8" 8'4" 8'4" PRECAST (2) 34.5 WIRE (2) No.4 2202 5434 1680 5174 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR LINTEL TYPE LINTEL STEEL TOP SIZE WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD SOLID SOLID #5(1)U(0)L #5 (1)U{111 DETAIL'DH' DETAIL'DJ' UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 1 U 1 L #5 (21U(1)L DETAIL'DH' &'DJ' DETAIL'DK' 3'4" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'4" S-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 3'-11" 3'4" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5'4" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6'-8" 5'1" 5'-0" PRECAST (2) 348 WIRE (2) No.4 2976 2976 2676 2737 7'-8" 6'4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 64" V-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR LINTEL TYPE LINTEL STE EL TOP SIZE WIRE/ BAR LINTEL STEEL BOTTOM BARLD GRAVITY SAFE LOAD PLAIN #5S(11(0) L DETAIL'DE' DETAIL'DF' UPLIFTSAFE LOAD SOLID #5 (1) U (0) L #5 (2) U (1) #5 1 U 1 L DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 74" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-7' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654ff403O 3965 3965 4'-4" 3'4" 2%4' PRECAST (2) D4.5 WIRE (2) No.3 24003607 3607 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 19663053 3053 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6'-8" 5' 3" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7'4" 6'1" 6'4" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 9'-8" 64" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 686 903 A R C H IT EC TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �0ovvvvaor SU13MV. & LOT: KENSINGTON RESERVE (LUT 96) MODEL: SUMMERLAND (VERSION#01) PROJECT 0299: 000 PAGE: LINTEL PLAN (QUALITY PRE -CAST) ARCHTECT-. STATE OF FLOFNDA `r - DA ': 4/10/18 ac :1/41._1,_0" 5E o= 9 2x12 (02 GYP) 1/1610em (tYPa NAIL (3) 12d • 6'-8" OCG. TYP. 2x 12 HM./HDR. ® ENTRY MINADER UM WI�QUIREMEN STUD S MAXIMUM HEADER SPAN (FU O NECTO1KSC EDULI�CONTROL DATE: 0T-01-15 CONNECTOR 51-0' To SIMPSON 1AX0. USP T-11 1121 AND UP NUMBER OF HEADER STUDS DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER 2 META -I6 1450 H7A 16-15 1400 (T) led x 1 112" 1 -PLY, (6) l6d 2-11LY, (USP: (10) led X 1 1/2' - NO 16d OPTION) AT EACH END HEADER ADER (2) META -16 1985 1900 (2) HTA 16-18 2800 (10) led x 1 1/2' I -PLY, (USP: (10) 106 x 1 1/2') (14) Ibd 2 -1 -LY (USP: NO Ibd OPTION) HETA-I6 1810 HTA I6 1615 (9) led x 1 I/2' 1 -PLT, (8) 16d 2 -PLT U51`1: (10) led x 1 1/2', NO 166 OPTION HET4-20 1810 HTA 20 1615 (3) ted x 1 1/2'l -PLY, (6) 166 2 -PLY USP. (10) led x 1 12', NO 16d OPTION Z (2) HETA-20 2035 2900 (2) HTA-20 3170 (10) led x 1 1/2' I -PLY USP: (10) 10d x 1 12' (12) 166 2 -FLY (USP; NO l6d OPTION) Q LGT-2 2150 LUGT-2 1315 CP - 114' x 2 1/4' TITEN, 2 PLY CUSP: SLK (5) 1/4' L,I.g, WOOD (16) led V) DETAL-20 24W NO USP CONVERSION FOR SIMPSON PETAL -20 (18) - led x 1 1/2, 1 PLY MGT 3965 MUG? 4000 (V 5/8" A.TR IN NICsH STI NGTN EPDXY (MM. I2' EMBEp), 1221 had TO WOOp (USP: (28) 10d TO W0Cv) HGT-2 . 10,560 HLIGT-2 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12• EMBED), (I6) loci TO WOOD (USP: WOOD (8) 10d) HGT-3 . 10530 HUGT-3 9366 (2) 3/4' A.T.R IN NIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) loci TO WOOD (USP: WOOP (0) 10d) LGT3-SPS2.5 3285 LUGT-3 5330 (12) SDS 1/4'X21/2" TO GIRPER (4) 3/8" x 5' TITEN HD 70 WALL (USP: CONIC. (4) 316'X 5" WEDGE BOLT, WOOD (12) UJ529 LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA WALL 1555 (10) 106 x 1-1/1' CUSP: (10) 106 x 1 1/2' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (1) 5/8" A.TR IN HIGH STRENGTH EPDXY (MIN. IZ' EMBED), (16)-9DS 1/4'X3' t0 WOOD (2) vGT 105 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8" A.TR IN HIGH StRENGTH EPDXY (MIN. 12' EMBED), (32)-6PS 1/41X3" / 2 PLY MTS -12 1000 MTW 12 1535 (14) led x 1 1/2' CUSP: (14) 10d x 1 1/2", (14) led) HTS -16 1150 H7W 16 1660 (16) led x 1 1/2" (USP! (16) led x 1 1/2", (16) 106) HTO -20 1450 HTW 20 2045 (24) led x 1 I2' (USP: (24) 10d x 1 1/2", (20) 10d) HTS -24 1450 HTW 24 2045 (24) 10d x 1 1/2" (USP; (24) led x 1 12", (20) tod) LSTA-12 - 925 L5TA 12 910 (10) led USP: (0) led LSTA-18 - 1235 LSTA 10 1360 (14) led USp: (14) led MSTA-18 - 1316 M67A-18 1315 (14) led USp: (14) led V) M5TA-24 . 1640 MSTA-24 1160 (18) led USP; (IB) led O.- MSTA-30 +. 2050 M5TA-30 2140 (22) 10d Usp; (22) led < M6TA-36 +. 2050 MSTA-36 2525 (26)led USP, (26)led ,— MSTI-36 3800 KSTI 236 3039 (36) 1016 x 1 1/2' USP, (36) loci x 1 1/2" MStl-48 5065 KTSI 245 4250 (45) loci x 1 1/2" Ugp- (45) lad x 112' 146 950 LFTA 6 1585 (8) 8d TO T-LATES, (5) ad TO STUDS (USP: C16) ad x 1 1/2', (16) ad) 0P4 888 SPT 4 948 l6) led x 1 12' 70 STUDS USP: (6) lPd x 1 1/2' TO STUDS A34 399 MP 34 410 (4) ad x 1 1/2' TO BEAM, (4) 8d x 1 12' t0 POST. USP, C4) 8d x 1 112' TO REAM, (4) 8d x 1 1/2" TO POST. HCP2 645 H14CP 2 1070 (12) led x 1 1/2' USP: (10) 10d x 1 1/2' TO MOO, (10)106 X 1 12' TO PLATE HIDA 1340 RT 16A 21W (18) led x 112' U5P; (9) led x 1 1/2" TO TRUSS, (8J led X 1 12' TO PLATE VGT a HDU4 4666 PHD 4A 4636 (16) -SPS 1/4"x3" TO WOOD, (10) -SPS 1/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WASHER2 PLY USP: 5/0" ATR MIN. 1" EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREW* VGT ! HD15 4340 TDX 10 5110 (16)-806 1/4"x3° TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUT0/WW;6HER/2PLY USP, 7/8' ATR MIN 1' EM5ED SET IN NIGH STRENGTH EPDXY (4) 118' THM-BOLTS ABU 44 2200 6665 PAU 44 2535 6175 (1) 9/e" A.TR IN HIGH StREINGTH EFOXY, (MIK 7' EMBED) IN CONC, (120 1&d TO WOOD USP: SAME AS SIMPSON ABU 66 2300 12000 PAU 66 2636 13815 (1) 9/0" A.TR IN HIGH STRENGTH EPDXY, (MIK 7' EMBED.) IN CONC, (12A&CI t0 WOOD USP: SAME AS SIMPSON V) 12�O LTTM ... 1340 LTO 19 1205 lU 3/4' At.R IN HIGH STRENGTH EPDXY, (MIN. 1" EIMBEp> M CONC., (8JI0d t0 WOOD USP: SAME AS SIMPSON = LTT20B .•• Moo LM 205 1106 (1) 12' ATR IN HIGH STRENGTH EPDXY, (MK -1' Eh15ED.) IN CONC., C10)10d TO WOOD UOP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) led, (10) 106 x 1 12', 2-V2' (,) Z HTT4 4455 HTT46 4465 (IJ 5/8' D.T.R. M HIGH STRENCsTH EPDXY CMIK 7' ETEp) IN GONG_ CIS) Sp�10 X 172' fUSP: (2oJ Ibd X 2-12'1 LISP HAS MORE NAIL OPTIONS: (20) led, (20) led x 1-12', (20) Ibd x 2 1/2' Q HTT5 5090 HTT45 5430 C1) 5/8" A.TR IN HIGH STRENGTH EPDXY (MIN, 1" EMBED,) M COINC- (26) 166 X 2 1/2' (USP: (20) 16d X 2-12') USP HAS MORE NAIL OPTIONS, (28) Led, (28) led x-12', (20) 16d x 2 12' HWDQf1-SDS 25. 11,810 UPHp 11 12090 (I) 1' ATR. IN HIGH 8TRETIGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24) mr./w x 215' WOOD SCREIUS (USP: (24) W63 WOOD SCS) wviF8 6645 TDX 10 5110 (1) 1/5' A.B. IN HIGH STRENGTH EPDXY, (MN. 1' EMBED.) N CONC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS) (/) MSHA 3.56/11.25 3475 5330 NFM35XvU 3165 1130 SIMPSCN: (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN GM" TOP, (I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN 6:15' EMBEDMENT) N CM.U. FACE, (ISA0.1 TO BEN') USP= (1) 12' J -BOLT W(MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE Or CONC W/ 3/4' DIA ITW RAMSEVREDHEAD DYN4 BOLt OL F" ANCHOR OR EQ. W/ M N. 9' EMBED DEPTH INSTALLED N THE PACE. W 0 HlJSC412 (WOOD) 9635 2660 (FOR) H1J841211F 9265 (ROOF) 2530 (FLR) 9060 9225 (ROOF) 00) Ibd TO HEADER (le) Ibd TO WOOD USP, SAME 45 SIMPSON Z HU0410 (0'11U) 1810 5085 HD410 IF 1905 1 3175 11 (18) 1/4" x 2-3/4' TITEN (9 PER RANGE) TO CMU, (10) 106 TO WOOD: (USPS (18) 114' x 3' WS3 9GREW$, CIO) Yad TO WOOD. = HUC210-2 (CMU) 1810 5085 HD210-21F 1905 3175 (18) 1/4" x 2-3/4' TI TEN 09 PER FLANGE) TO CMU, (10) 1Od TO WOOD: (USP: (15) 114' x 3' W53 SCREWS, (10) Oct TO WOOD HUC210-3 (CMU) 1510 4000 HD210-31F 1905 3115 C151 I/4" x 2-3/4' tITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: CUSP: (18) 1/4' x 3' W53 SCREWS, (10) led TO WOOD LGUM26-2-5DS 1430 5595 NO USP CONVERSION FOR SIMP50N LCAPM6-2-15DS (4) 3/5' x 4' tITEN HD ANCHORS (2 PER KLANG6) TO CMU, (4) 1/4' X 21,12- SDS SCREWS TO WOOD HIGH STRENGTH EPDXY - SIMPSON '0ET EPDXY-TIE'. CONTACT THE ARCHITECt/ENGINEER Cl` RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. WHERE ANCHOR EMBEDMENT 1$ GREATER THAN 1' DEEP, THE vEIFTICAL CELL IN CM.U. WALL MUST BE FILLED SOLID w/ GROUT. .� led COMMON NAIL$ CAN SE SUBSTITUTED WITH led x 1 12' NAILS IN CONJUNCTION WITH A 23► REDLJCTION IN THE ALLOW45LE LOAD, MITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION, (n . MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL 5E 6', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1" W OA.TR - 4-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z 5ECAJ,ISE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING 5URE THAT THE PROPER CORROSION PROTECTION 16 USED. WHEN USNG STAINLESS STEEL CCNNECTORS, USE STAINLESS STEEL FASTENERS, WHEN USING ZMAX / HPG GALVANIZ:EP CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL 5E EVALUATED ON AN )INDIVIDUAL BASIS AND MUST HAVE W121TTEN APPROVAL FROM THE ARCHI7ECT/EFNGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013', 'HIGH WIND -RESISTANT CONSTRUCTION C-HW09, AND ANCHORING i FASTENING SYSTEMS FOR CONCRETE 1 MASONRY CATALOG C -6A5-2212. 2x12 (02 GYP) 1/1610em (tYPa NAIL (3) 12d • 6'-8" OCG. TYP. 2x 12 HM./HDR. ® ENTRY MINADER UM WI�QUIREMEN STUD S MAXIMUM HEADER SPAN (FU UP To 51-0' To H31-0■ 1AX0. W-11 112" T-11 1121 AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 1 3 NUnWR OF FULL LENGTH 61W61 2 AT EACH END HEADER ADER 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 ROORFLOOR 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 P7q;E-ErAz1r1 ERED FLOOR TRUSS EXTEND SHEATING TO BLOCK PROVIDE FLASHING 2x6 LEDGER SECURED W/ 1/4' x 4' LAG BOLT W/ 2' DIA. WASHER a 24' O.G. MAX (2x6 BLOCKING AS REOV) LSU -26 2X6 SUBFASCIA 8'-8' AFF LUS26 W/ (4) Odle TO LEDGER AND (2) 10d'e TO 20%5 FRAMING MEI" IE3ER .-•, (1ATT'VuAXTP nUrPATT SCALE: 1/2' = 1'-0' ATTACH (2) 2X8 BM TO FRAME W (2) MTS -12 ATTACH (2) 2X8 BM - TO CMU W (2) MTSM-12 (2) 2" BEAM 3 (2) META -16 W E In Ir Ir Ir ir Ir I I I I I I r r r r n T I� 11 11 11 All I, I� III i L. 7 ill rr ■�■s■ ■ i�Y 0 LOW ■ �II III jIN Fw , ' 1 1, ■ • . — ■ I POST�, ■ % -•- .- i ■I 1H ■ u ■.. _ WOR 05L 05L STUD UNDER IFI HEADER +1 ■ ., IIS '- � ii �I- ii ► Ii i I II II II I uII II u �II---IJ--� -~M DBL STUD i i i i- - - - - - - - -- i iZ- - - - - - - -- 1 8 _ _ _ _ _ _ _ _ __ 1 (2) META -16 J� C,JIA A A A A A A A M-04 FL03 FLO3 r -L03 FLv3 FL 1/3 PLO2 FL01 FL01 FL01 "I FL01 (2) META -16 l 3� 0021 CJL4 FIRST FLOOR FRAMING PLAN ARCHITECTS Des ign Group Inc. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 S�LT$DIV. de LAT: KENSINGTON RESERVE (LOT 96) MODELe S UMMERLAND (VERSION#01) PROJEC`l 02997.000 PAGE: FIRST FLOOR FRAMING PLAN ARCHRMT STATS OF FLORIDA APR DAT#-. 4/10/18 aC:14 »_111_0" 9HMRT 6 OF 9 �"I'IIIIII �voovvvvvo� S�LT$DIV. de LAT: KENSINGTON RESERVE (LOT 96) MODELe S UMMERLAND (VERSION#01) PROJEC`l 02997.000 PAGE: FIRST FLOOR FRAMING PLAN ARCHRMT STATS OF FLORIDA APR DAT#-. 4/10/18 aC:14 »_111_0" 9HMRT 6 OF 9 2x12 (n Srn) 1/16' 0513 (TYP.) NAIL (3) 12d • 6'-S' Or.. TYP. 2x12 BM./HDR. ® ENTRY MINIMUM WALL AND DEADER STUD IREQUIREMENTS MAXIMUM HEADER SPAN (f'0.) CONNECTOR SCHETULE ICONTROL DATE: 01-01-15 5'-0' TO SIMPSON U"F"O' USP 1'-11 1/2' AND UP NUMBER OF HEADER STUDS DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER 2 META -16 1450 HTA I6-18 1400 (7) 1061 x 1 1/2" I -PLY, (6) 1661 2 -PLY, CUSP: (10) lod X 11/2' - NO 1661 OPTION) AT EAC4 END OF HEADER (2) META -16 1985 1900 (2) HTA 16-18 2800 (10) 1Od x 1 12' I -PLY, (USP: (10) 1061 x 1 1/2') (14)16d 2 -1 -LY CUSP: NO 16d OPTION) HETA-16 1810 HTA 16 1615 C9) 10d x 1 1/2' 1 -PLT, (8) 16d 2 -1 -LY U5P: (10) 10d x 1 12', NO 16d O!"VON HE74-20 1810 HTA 20 1615 (S) led x 1 1/2'l -PLY, (6) 16d 2 -PLY USP, (10) led x 1 12', NO 16d OPTION >_ ft: (2) HETA-20 2035 2^800 (2) HTA-20 3170 (10) 10d x 1 12' 1 -PLY USP: (10) led x 1 12' TfO C12116d 2 -PLY (USP: NO Ibd OPNl Z O LGT-2 2150 LUG7-2 1915 (7) - 1/4' x 2 1/4' TITEN, 2 PLY (USP: SLK (5) 1/4' WS, WOOD (16) 10d V) PETAL -20 2480 NO USP CONVERSION FOR SIMPSON PETAL -20 (18) - led x 1 1/2, 1 PLY MGT 3965 I 4000 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) led TO WOOD) HGT-2 . 10980 HU3T-2 9365 (2) 3/4' AT.R IN HIGH SIRENGTH EPDXY (MIN. 12' EMBED), (16) 1061 TO WbOD CUSP: WOOD(8)106) HST -3 + 10530 HUGT-3 9365 (2) 3/4' AT.R IN HIGH STRENGTH EPDXY (MIN. IY EMBED), (16) 1061 TO WOOD (uSP: WOOD (8) 10d) LGT3-6D62S 3285 LUGT-3 5330 (12) SD6 1/4'x2 12" TO GIRDER (4) 3/8" x 5' TITEN HD TO WALL CUSP: GONG. (4) 3/8' X 5" WEDGE BOLT, WOOD (12; 1625) LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA WALL 1585 (10) led x 1-12' CUSP: (10) 106 x 1 12' VGT 4340 NO USP CONVERSION FOR SIMPSON VGT (1) 5/8" A.TR IN HIGH STRENGTH EPDXY (MN. 12' EMEIED), (16) -SDS 1/4'X3' t0 WOOD (2) VGT 7185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8" A.TR IN NIGH STRENGTH EPDXY (MIN. 12' EMDED), (32) -SDS 1/4'X3" / 2 PLY M76-12 1000 MTW 12 ISW (14) 10d x 1 12' NSP: (14) ted x 1 12", (14) 10d) 14TS-16 1150 H4% 16 1660 (16) led x 1 12" (USP: (16) 10d x 1 12", (16) Rod) NTS -20 1450 "TW 20 2045 (24) led x 1 12' CUSP: (24) 106 x 1 12", (20) 10d) HTS -24 1450 HTW 24 2045 (24) 106 x 1 12" CUSP: (24) 10d x 1 1/2", (20) 10d) L&TA-12 +. 925 L5TA 12 910 (10)1061 USP: (60) led 1-6TA-18 - 1235 L5TA 16 1360 (14) 10d usP: (14) led MSTA-16 - 1315 1 13ro (14) 1061 USP: (14) 10d MSTA-24 .« 640 MSTA-24 1750 (16) led uSP, (I6) Ica M6TA-30 r« 2050 1 2140 (22) 10d USP: (222 led < MSTA-36 + 2050 M5TA-36 2525 (26)1061 USP, (2r.) led I— MSTI-36 3800 KSTI 236 3090 (36) led x 1 1/2' USP. (36) 1061 x 1 12" MSTI-48 5065 1<151 248 4250 (45) 10d x 1 12" U5P: (415) led x 1 12' H6 950 LFTA 6 lr95 (S) ad TO PLATES, (e) ad 10 STUDS (USP: Or.) 8d x 1 1/2', (16) 8d) 0P4 889 SP7 4 948 (6) led x 1 12' TO STUDS USP: (6) led x 1 1/2' TO STUDS A34 399 MP 34 410 (4) ed x 1 1/1' TO BEAM, (4) 6d x 1 1/2' t0 POST, USP. (4) 6d x 1 I2' TO BEAM, (4) 8d x 1 12" 70 POST. HCP2 645 HNCP 2 1010 (12) 1061 x 1 12' USP: (10) lea x 1 12' TO TRUSS, (10) 1061 X 1 12' 70 PLATE HIDA 1340 RT 164 2180 (18) led x 1 I/2' USP: (9) 10d x 1 12" TO TRUSS, (8) 10d X 1 I2' TO PLATE YGT ! HDU4 4566 PHD 44 4&35 (16)-6D6 1/4"x3" TO WOOD, (10)-9D6 1/4'4 I2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP: 5/8" AYR MN. 1" EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT ! HD15 4340 TDX 10 5110 (%)-SDS 1/41lx3° t0 WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY USP: 1/8' ATR MIN. 7' EMBED SET IN HIGH STRENGTH EPDXY (4) V8' THRU-BOLT& ABU 44 2200 6665 PAU 44 2535 6715 (l) 5/e" A.TR IN HIGH STFENCs714 EPDXY, (MIN. 1' EMBED-) IN CONC., (t2) l&d t0 WOOD USP: SAME AS SIMP80N ABU 66 2300 12000 PAU 66 2635 13815 (1) 5/8" A.TR IN HIGH STRENGTH EPDXY, (MIK 1' EMBED) IN CONC, (12A&d TO WOOD USP: SAME AS SIMPSCN LTT19 ... 1340 L76 t9 1205 0) 3/4' ATR IN HIGH STRENGTH EPDXY, CMN. 1" EMBED.) N CONC, (SA06 TO WOOD USP: SAME A6 SIMPSON 0 T LTT205 .•. 1500 LTS 205 1105 (1) 12' ATR N HIGH STRENGTH EPDXY, (MIN. 7' EMBED) IN CONC, (10A0d TO WOOD USP: 3/4'47R MIN 7' EMBED SET IN HIGH STRENSTH EPDX7, (10?1061, (10) Rod x 1 I2', 2•1/V 0 Z HTT4 4455 HTT45 4465 (1) 5/8' A.T.R. N HIGH STRENGTH EPDXY (Milk 1' FM5jFD-) IN CONC, (15) SP" X 1 12' (USP: C20) I6d X 2-1/2'1 USP HAS MORE NAIL OPTIONS: (20) 10d, (20) IVd x 1-12', (20) 16d x 2 112' Q HTT5 5090HT74b 5430 (l) 5/5" A.TR IN HIGH STRENGTH EPDXY (MN. 1" EMBED,) N CONC, (26) 16d X 2 12' (USP: (20) 1661X 2-12') USP HAS MORE NAIL OPTIONS, (28) led, (28) 1061 x I-1/2', (20) 16d x 2 12' HHDOII-SDS 25+ 11,810 UPHP 11 12090 CI) 1' ATR. N HIGH STR N T+I EPDXY, (MIN. 10' 1 IN GONG, (24) 6D6 Ys" x 2f9' WOOD SCREWS (USP: (24) W63 WOOD SCREW.) HD7B 6645 TDX 10 5110 (1) 1/5' 4.5. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) M CONC., (3) 3/4' STUD BOLTS TO WOOD CUSP: (4) 7/8' BOLTS) (n MBHA 356/11.25 3475 5330 NFM35Xl2U 3165 1130 .911 (1) 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MN. 6.15' EMBEDMENT) IN CM.U. TOP, (i) 3/4' AT.R. IN HIGH STRENGTH EPDXY, (MIN 6.15' EM15EDMENT) N CMU. PACE, (18)Wd TO BEAM USP= (1) 12' J -BOLT W(MINIMUM 6_ EMBED. R NOT LESS THAN 4' FROM EDGE OF CON- W1 3/4' DIA ITU-) R MSET/REDHEAD DYNA BOLT "EVE ANCHOR OR EOE. W/ MIN. 9' EMBED DEPTH INSTALLED M THE FACE. C14 led AT JOIST Er L1W1 0 HU5C412 (WOOD) 3685 2660 (FLR) HU54121F 9265 (ROOF) 3060 2530 (FLR) 3225 (ROOF) 00) Act TO HEADER, (10) I&d TO WOOD USP, SAME A5 SIMPSON QHUC410 (C!'V 1810 5085 HD410 IF 1905 3115 (16) 1/4" x 2-3/4' TITEN (9 PER RANGE) TO CMU, (to) loci TO WOOD! CUSP= (102114' x 3' WS3 SCREWS, (10) led TO WOOD. = HUC210-2 (CMU) 1810 8088 HD210-21F 1905 3118 (Il 1/4" x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 106 TO WOOD: CUSP: (18) 1/4' x 3' WS3 SCREWS, (lo) led TO WOOD HUC210-3 (CMU) 1810 4000 HD210-31F 1905 3115 (18) 114'x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 1061 TO WOOD: CUSP: (15) 1/4' x 3' WS3 SCREWS, (10) led TO WOOD LGUM26-2-605 1430 5595 NO USP CONVERSION FOR SIMPSON LGU"116-2-500 (4) 3/5' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4)114'X 2 12' 8D8 SCREWO 10 WOOD HIGH 5TRENSTH EPDXY . SIMP80N 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER CF RECORD FOR WRITTEN APPROVAL PRIOR 70 SUBOTI'VI INS FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADFIE51vE ANCHORING SYSTEMS. WHERE ANCHOR EMBEDMENT 18 GREATER THAN 1' DEEP, THE VERTICAL GII IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. «« 10d COMMON NAL& CAN BE SUBSTITUTED WITH led x i 1/2' NAILS IN CONJUNCTION WITH A 239: REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS RECUIRED FOR THIS APPLICATION PRIOR TO NSTALLATIOK U7 . MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1" Ld 1--- 0 A.TR : 4-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE YARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE F£51PON515LE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTfON 16 USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN RJDIYIDUAL 154515 AND MUST HAVE UR17TEN APPROY41- FROM THE ARCH17EC7/ET 3INEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONISTRI,ICTION CONNECTORS C-2013'. 'HIGH WIND -RESISTANT CONSTRUCTION C -41,i09, AND ANCHORNG 4 FASTENING SYSTEM& FOR CONCRETE 4 MASONRY CATALOG C -SAS -2012. 2x12 (n Srn) 1/16' 0513 (TYP.) NAIL (3) 12d • 6'-S' Or.. TYP. 2x12 BM./HDR. ® ENTRY MINIMUM WALL AND DEADER STUD IREQUIREMENTS MAXIMUM HEADER SPAN (f'0.) UP TO 5'-0' TO 81-0' U"F"O' 4'-11 1/2' 1'-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EAC4 END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BYTRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'4' MIN. FROM 2ND. FLR. LINE 3 t;77 3 3 D5 / II 11 II II II II II II II I II 11 jz GJI II II II II II II II II CJ3 = II 11 11 11 II II II II I 11 11 II II II II II II II II G� _ = II II II II II II II II II = _ AQ D�B�L. STUD = _ _ _ _ _ orz- 0 — tu Li TRUSS TO = _ _ _ _ -— — — — — — — — -- (2) 2x8 DBL77 STUDS W/ NTS -I6 ATTIC CE CJ5 u u CJ3 - II a II I I 4 D5 --------- --- LNE OF FIRST FLOOR BELOW — STUD n n n u u II II II II II CJ3 = II II II II II II a II II II II II GJI I — 4 D5 I I L ---------------------------J LINE OF FIRST FLOOR FLOW SECOND FLOOR ROOF FRAMING PLAN in CJI CJ3 CJ5 A01 `— DBL. Amt � Ami Amo Ams A05 A05 A05 Ams Amo Ami Amb i— DSL. yST= AV1 504 504 504 503 503 502 501 '�15L. w$ TUD CJ3 CJI 05 A R C H I T E C T S LUIVtiWUUU, FL 31(:1U PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIIIIIIIII ,voovovvvo. sumw . cit LoT: KENSINGTON RESERVE {LOT 90} MODEU SUMMERLAND (VERSION#01) PROJZCT#: 02997.000 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHR'ECT: STATE OF R. MA .i APR ffiYja DA 4/10/18 sc :1/4,.=1,-0" S ]CT 1 7 or 9 2x STUDS PER GENERAL- NOTES S+-EET (GN), SECTION TIMI33ER, NOTI_ 21. INSULATION PRE-EWsINEERED FLOOR TRUSS SECURE PER FRAMING NOTES RECESSED PRECAST CONC. LINTEL / . '� ENTRY SECTION DETAIL m BD. °D TRUSS 4 Z FRAMING NOTES :. LINTEL RIF EDCsE rA R C N I T E C T S wwvvvvvv, rL- oce av PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIIIIIIIII .000vovvoo. E 8E 0 L C SVBDIY. de LOT: KENSINGTON RESERVE (LOT 96) MODEL: S UMMERLAND (VERSION#01) PROTZCTfp: 02997.000 PAGE: ENTRY SECTION DETAIL AACHrnwT. STATE OF FLORA APq .1/X 1018 /1 DA \4/10/18 :1/4"=1'-0" S ET (9 0F 9 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: SU LAND MODEL DEFINITION LOAD INFORMATION VA 2476 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 7,428 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 30O (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DI3H11'ASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 KM%MMt AVWN dW SUBTOTAL OF GENERAL LOAD 48,674 FIRST 10 XVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD O 40X= 38,674 VA z (4) 1%470 TOTAL NET GENERAL LOAD N8,470 3.5—TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 411 eaoN�CttoN 5—KW ELECTRIC HEAT 5000 VA z (65X) 3250 NET GENERAL LOAD TV" NET TOTAL HEAT 1%450 TOTAL, LOADI 96,920 CALCULATED LOAD FOR SERVICE 35,920 VA / 240 V— 149.67 200 AMP SERVICE $4 TRANSFO R ITER BANK: 9ftVA VOLTAGE: 1620/13200-240/460V SERVICE: SINGLE PHASE TYPE: UNDERlG ph"D AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARr SIM (120/240 VOLTS) MAXIMUM FAULT CURRENT: 19!390 amps FkXZR COMPANY TRANSFOMI ER SERVICE BY OTHERS (3) N 1 THw/tHm COPPER GONPLICTORB, (1) * 6 TNI N/t" COPPER OROUND IN 2" CONDUIt. v NEMA 3R 200 ,AMfa 120a4V DISCONNECT VOLT 42 CIRCUITS AND METER MLO MO CAN 2®0 AMP PI -LONE / DATA WEATHER PROOF (SOX 200 AMI= ELECTRICAL RISEIR NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF T14E NATIONAL ELEC. GODS, LOCAL CODES, AND THE LOCAL POWER CO. INTERSYSTEM BONDING tE1RMINAL AT LOW VOLTAGE CONNECT[" PROVIDE 04 TH AWJN COPPER CONNECTED TO C 24CWTE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE. F PVC IS USED THERE IS NO BOND)GROUND TO COLD WATER PIPE. GABLE / TV WE,ATWMR PROOF (SOX DED. 20 AMP OUTLET FOR M WAVE VENT MWAVE TO EXTERIOR METER, VERIFY LOG_ FIRST FLOOR ELECTRICAL PLAN ELECTRICAL LEGEND SYMBOL DEFINITION NOTES ll �netrm�ei�eMtwr QJj � SKI L`H'JJ I1®V FLOOR NLWM W gnaw "Lr Klor, nam i awor q�,2t tm) J nvv SMiG1w =VW WdlWW t,Lr (J) KM%MMt AVWN dW t rnm) Nov CF 12IRID m►ana1D PAIILr 1119�P1®e trArree IIOIdrANr OUTLET 1'1'P!1 III 22VV 01TI.ET 411 eaoN�CttoN WAINVIROOF OUTLET BUTCH BUTCH 3iw►Ya�ee�tia� $4 BUTCH 4�14Y Q9ihTIQI DNNI m 81111I04 LIGFIT AWl 6=42 me -m c81LdNGS MOMW LW ow9cem cm ®. VAFiOR MWCF IM<280W CAN VEw FAN k( VW FAN V LW 24' LIGHT STW 4V LW STRIP O FUOREmT ~AMM 24' �N D PN4E1 _ 6TI9JJG'ILNaED HARE PAPEL MEI ®CARKH MORA ym MEM e. Bht01� ! CAR190W sActt 00=01t COMSO FMMT LW JACK Qcsm CaTm ® FAN J cNioampsamtoCEILNS �W LW moot "Am Ab Mai Nal �crion ® J-I90Dc caEiLKseoor � Toole Krr�dalo K aaoowaaoc! � maK hAiso� Ae aio�► pae "rem MmEAKER FM-UFe FLOOD LW aSECURny 6YM KEYPAD D DIGITAL KEYPAD DISCONhF�CT AIR COO. CT 0=1414M TELE CION JACK EMEWANCY LOOM o o=cmm NOTE: -PHONE OUTLETS 4 TELEVISION JACKS TO BE DETERMINED BY BUILDER / HOMEO"R -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE A R C N I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r � \0000000001 BXMDIV. & LAT: KENSINGTON RESERVE (LOT 96) MODEL.. S UMMERLAND (VERSION#01) PROJECTOP: 02997.000 PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHTECT STATE OF FLORIDA APR 1418 DA E: 4/10/18 8 ALM:1/4»=1N_0„ SIMET 9 OF 9 I ----------- LME OF IST FLOOR EIELOW I I I I I I I L--- i— LIIOFIStFLOORBELOW ---------J SECOND FLOOR ELECTRICAL PLAT ELECTRICAL. LEGEND SYMBOL DEFINITION NOTES I I r aQrFw w &v4m mLT M9mrmt RAv0 III Awv ® 1YP'El IIS IN RX= aQrm ar 61cm W&T �J tJM:I�I'I!!t TM m Il11lRm � r Nov &MIED marmo w dram ULT hINIP k7e ITiM'M N R3MM ouTLET T1'PaJ levan lam" D w dlLm PALT W RA VO MMM�R CUTLET1lfQM TTraJ ZYOV OU1 Z 41NCOMM EXIENCIR WATEMIROOP OIlW $ SWTPCN $5 & T cA 3-m OP9w= $4 SWITCH 4 KY cr9a►i X $0 Drt" WTCN (.� WALL MOXW = L04T WALL. EA -ace PIKE -SIRE �IIIIIIIIII CE MS MOWED LI&M © RECE65I:D CAN VAPOR PROOF �0vv0vvvor 99CESOM CA V9d't FAN k{ Vw PAM V/ LfGFIT 24'LW 6TW AY LW STOP — O FOOREmT OwAROm 74' FLIJOOCENT 48' �IIO�G�Vi ® PAN9. _ BfiRlk,"IUI�D WIRE PANEL OWN METER a SIM PETECTOR """' CAMON T e�Tr.FMKQAE Q' / CARear MONOME POUCTOR W1150 aAtt aiACIG1FWWW7MIE MRVANT LW C" OUTLET ® CEILM FAN / MFFqM AOOOI MM W LKS OM KASM Ari M MR Kww ® J-lDODC c9LKav=N Tom $WPMesi K AOGOIMUM W e0oe mromAt 004 m FOR ® 81°EAICER L FLOOD LOW a 6YO M KEYPAD D DIGITAL KEYPAD WAMR NEATER u DI6C�ECr AIR COND. DISCONNECT TELEYWM JACK EMONEWY LIGI�If'NG O DOOR CNNE6 NOTE: -PHONE OUTLETS 4 TELEVISION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE A R C H IT E C TS .L""J. Ill. rcv111r 1.w Mrmuinrl oLvv. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIY. & IAT: KENSINGTON RESERVE (LOT 96) MODEL SUMMERLAND (VERSION#01) PROJECT: 02997.000 PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA rA�'A a DA 4" /10/18 sc :1/4"=1'—O" 9`0' lop 9 �IIIIIIIIII �0vv0vvvor SUBDIY. & IAT: KENSINGTON RESERVE (LOT 96) MODEL SUMMERLAND (VERSION#01) PROJECT: 02997.000 PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA rA�'A a DA 4" /10/18 sc :1/4"=1'—O" 9`0' lop 9 SHINGLES OR TILE (PER BLDR) REFER TO DETAIL 1/D2 FOR GABLE NOTE:NOTE: OVER *30 FELT PAPER (OR APPROVED EQUAL) X -BRACING REQUIREMENTS SWIM AS NEEDED SWIM AS NEEDED —ARE -ENGINEERED TO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION 8905 OF THE FBCR, GABLE ROOF TRUSS DO NOT EXCEED �' DO NOT EXCEED bTH EDITION 12011 8' CMU BLOCK 8' CMU BLOCK 2x4 BLOCKING BETWEEN TRUSSES DRYWALL 1° OVER ROOF SHEATHING (TYPE AND ATTACHMENT AT FIRST (2) BAYS DRYWALL WINDOW DOOR JAMB METHOD PER NAILING SCHEDULE') P.T. Ix4 or x4 MIN. (4'-0' O.G. SHEATHING SEAMS) Ix4 or 1x2 P.T. NAILER (SEE WNDOW/DOOR JAMB ,BLod<ING 1x4 or 1x2 P.T. NAILER (�� wlNDow/DOOR JAMB BLOCKING 0 BLOCKING FASTENER METAL DRIP EDG FASTET�R SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 2xb SUS -BAN TIFFBAGK AT ALL UPRIGHTS DOOR CASING SCHEDULE VENTED ALUMINUM SOFFfT OVER 4'-10" HIGH DOOR JAMB / WINDOW SECURE grid 2x TO STRUCTURAL --DOOR JAMB i WINDOW " TEXTURED CEMENTITIOUS COATING: MIN. ( PER TRUSS ENGINEERING) (ATTAGWED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM (ATTACHED TO BLOCKING (PER ASTM C92b) OVER PAPERBACK PER MFR'S SPECIFICATIONS EACH END and a 18' Of,. MAX P.T.1x4 or 'x4' MIN- cEm EXPANDED METAL LATH, OVER APPROVED ECURE P.T. 2x8 TO BLOCK w/ Y' x 9' PER MFR'S SPECIFICATIONS) SECURE TWRU FRAME INTO BLOCK w/ 2 -LAYER WATER RESISTANT BARRIER, OVER PER PLAN ANCHOR BOLT w/ 2' WASHER, SET IN (1) a" TAPCON (MIN. EMBEDMENT 1 1') WALL SHEATHING (TYPE AND ATTACHMENT SIMPSON or USP WIGW STRENGTH EPDXY WINDOW TO BLOCK (A4 or + /4 WINDOW TO BLOCK (+3"} S" FROM EACH END and 0 18' O.C. MAX s (b" MIN. EMBEDMENT 0 32' O.C. MAX) „ „ or METHOD PER "NAILING: SCHEDULE DOOR JAMB TO BLOCK (A4 or +9/4 } DOOR JAMB TO BLOCK(+3 (1) DRIVE PIN, 8' FROM EACH END and 4A } 6 18' O.C. MAX SECURE CABLE To 2x8 P.T. PLATE SCALE: i'_I,_01 4E SCALE: l _I m w/ 12d NAILS 0 8' O.C. MAX MIN. SWANK SIZE .145 0 MIN. HEAD SIZE 30 7B ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT 11, TRUSS w/ (2)12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED ID MID -POINT OF TRUSS SPAN NOTE: NOTE: ' TEXTURED GEMENTITIOUS or 10'-0' O.C. MAX SWIM AS NEEDED SWIM AS NEEDED P.T. 2x4: CED COATING MIN. (PER ASTM TO PLUMB JAMB. TO PLUMB JAMB. 3. C132(b) OVER CM ATT OR BLOWN -IN INSULATION DO NOT EXCEED I' SECURE TO BLOCK W/ (U TAPCON (R -VALUE PER ENERGY GALLS) DO NOT EXCEED" (MIN. EMBEDMENT 1 J') 8' FROM EACH 1 8' CMU BLOCK END and -8 18' O.C. MAX $ GYPSUM BOARD OR � NIGH STRENGTH CEILING: BOARD �' DRYWALL 8' CMU BLOCK 1„ or BLOCK WALL SECTION — GABLE ROOF ONC. FILLED U -BLOCK w/ (1) 05 P.T. 2x D, " 2 DRYWALL (1) DRIVE PIN, 8' FROM EACH END and (: (SEE WINDOW/DOOR JAMB 5LOCKNG Ix4 or 1x2 P.T. NAILER P.T. Ix4 or 4 x4 MIN. 1x4 or 1x2 P.T. NAILER 6 18 O.C. MAX 1 SINGLE STORY SCALE: 3/4'=1'-O' CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WNDOW/DOOR JAMB BLOCKING a' OSB (4" WIDE MIN) MIN. SWANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING MIN. WEAL) SIZE 300 DOOR JAMB I WINDOW SECURE 2nd 2x TO STRUCTURAL SHINGLES DR TILE (PER 5LDR) (ATTACWED TO BLOCKING: MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB 1 WINDOW MIN. EMBEDMENT 1 �" PER MFR'S SPECIFICATIONS EACH END and 0 18' O.C. MAX (ATTACHED TO BLOCKING: OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2xb: INSTALLED PER SECTION 8905 OF THE FBCR, , NOTE: SECURE TO BLOCK w/ (2) TAPCONS bTH EDITION (2010 WINDOW TO BLOCK (+1 Y2} STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 1 '") 8' FROM EACH OVER ROOF SHEATHING (TYPE AND ATTACHMENT DOOR JAMB TO BLOCK (+1 Y"} THROUGH NON-STRUCTURAL MEMBER Ox or �r,' OSS) ENE) and -0 18' O.C. MAX METHOD PER 'NAILING SCHEDULE: 4B ' SCALE: 1,=1�-®' W/ 4" TAPCON MIN. 1 " EMBEDMENT INTO BLOCK or (2) DRIVE PINS, 8' FROM EACH END and -ENGINEERED ROOF TRUSS 6 18' O.C. MAX EMBEDDED SCRAP (PER PLAN) ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 16 MIN. SWANK SIZE .145 (R -VALUE PER ENERGY CALCS) NOTE: DOOR JAMB TO BLOCK (+3 Y/6 MIN. DEAD SIZE 300"} MIN. EMBEDMENT l I' SWIM AS NEEDED 4F METAL DRIP ED TO PLUMB JAMB. SCALE: " GYPSUM BOARD OR HIGW DO NOT EXCEED 4' P.T. 2x8: 2xb SUB -BANS- STRENGTH CEILING: BOARD VENTED OHC. FILLED U -BLOCK w/ 8' CMU BLOCK iSECURE TO BLOCK w! (2) TAPGONS DRYWALL NOTE: (MIN. EMBEDMENT 1 J ALUMINUM SOFFIT (I)5 CONTINUOUS REBAR ') 8' FROM EACH ,PER PLAN (SEE WINIXWOOR JAMB BLOCKING Ix4 or 1x2 P.T. NAILER SWIM AS NEEDED END and 18' O.C. MAX WINDOW (PER PLAN), i RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT 1' OSB (4' WIDE MIN.) TO PLUMB JAMB. or /Csl= AMn wr_r)=rtt-=kir 16 r—� - _ _ __ ____ I.. M 1 f'%=hJC =Iklc di cr=nM t A^l i Mft-% .,._� A I I AL;HMt N I F -1-R i" IFRDOOR JAMIB / WINDOW i.�vvm LOA911 1 "" ." '-,.,.~~" 41 ' SPECIFICATIONSO PER PLAN) (ATTACHED TO BLOCKING: 1S MIN. SWANK SIZE .145 PER MFR'S SPECIF1CATfONs 8' CMU BLOCK IN DRYWALL MIN. HEAD SIZE 300 " MIN. EMBEDMENT 1 ' NOTE: P.T. Ix4 or x4 MIN 1x4 or 1x2 P.T. NAILER STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (SFS WNDOWCOOR JAMB BLOCKNG P.T. Ix (4" WIDE MIN.) —WALL INSULATION (WE SCHEDULE' FOR ATTACHMETITr---� (R-YALUE PER ENERGY CALLS) THROUGH NON-STRUCTURAL MEMBER (lx or OSB) SECURE 2nd 2x t0 STRUCTURAL DOOR CASING: P.T. (2) 2x4: EE PRECAST OR POURED IN wi �' TAPCON MIN. I J' EMBEDMENT' INTO BLOCK � l� PLACE SILL (PER BLDR�r---' GYPSUM WALL BOARD MEMBER w/ (2)12d NAILS 8 FROM "OOR JAMB /WINDOW SECURE TO BLOCK w/ (1) 4 TAPCON TEXTEACH END and a IS' D.G. MAX (ATTACHED TO BLOCKING: )MIN EMBEDMENT 1') 8' FROM EACH fl) MISE P RITTh1 IOUS�I) "5 REBAR VERTICALLY IN WINDOW TO BLOCK (+ i� " PER MFR'S SPECIFICATIONS) END and a 18' O.C. MAX CONC. POURED CELL ( 16 } or C926) OVER CM (LOCATION PER PLAN)(1) DRIVE PIN, 8' FROM EACH ENE) and DOOR 0 R JAMB TO BLOCK (+I 1%6" } STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED , all CMU--- � 18 O.C. MAX P.T. FURRING SCRIPS Ib O.C. 4C SCALE: I'm 1'-0' THROUGH NON-STRUCTURAL MEMBER tlx or 'OSB) MIN SHANK SIZE .145 w/" TAPCON MIN.1" EMBEDMENT INTO BLOCK MIN. HEAP SIZE 300 D BASE MIN. EMBEDMENT 1 SWM AS NEEDED WINDOW TO BLOCK (+3 %g"} Q. TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3 %6"} F.T. (2) 2xb: 62 ONCRETE SLAB DO NOT EXCEEF1D' 4G SCALE: 1'=I'-�' SECURE TO BLOCK w/ (2) 4' TAPCONS - a (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1') 8' FROM EACH Qd i' • a ANp REINFORCEMENT) 8' CMU BLOCK ENE) and s 18' O.C. MAX XTERIOR WALL FOOTING' DRYWALL UPLIFT UP TO 1,115 Ib or SIMPSON HTS20 wl (10) 10d NAILS TO TRUSS t (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or 1x2 P.T. NAILERW/D(2) DRIVE PINS, S' FROM EACH END and BLOCK WALL SECTION —HIP ROOF AND REINFORCEMENT) (SEE WINDOW/DOOR JAMB 5LOCKNG , � 18 O.G. MAX P.T. Ix (4 WIDE MIN.) (4) X2 SIZE SINGLE STORY SCALE- 3/4'•1'-®' FASTENER SCHEME FOR ATTACHMENT DOOR CASING: � ' TAPCONS INTO BOND BEAM -ENGINEERED DOOR JAMB / WINDOW (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS E .145 MIN. HEAD SIZEMIN. SHANK SIZ 300 (ATTACHED TO BLOCKING UPLIFT UP TO 2,350 Ib ONTINUOUS BOND MIN. EMBEDMENT 1' BATT INSULATION ADHERED TO CEILING: "GYPSUM BOARD OR �' HIGH PER MFR'S SPECIFICATIONS BEAM BOARD (R -VALUE PER ENERGY GALCS) STRENGTH CEILING BOARD (2) SIMPSON HTS20 EACH SIDE OF TRUSS w/ NOTE: (10)10d NAILS t0 TRUSS 4 (4) 4'X2 4" TAPCONS P.T. (2) 2x8: STRUCTURAL 2x MUST BE ON OUTSIDE � SECURED INTO BOND BEAM SECURE TO BLOCK w/ (2) ' TAPGONS TWROUGH NON-STRUCTURAL MEMBER (lx or J' OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS W/ a' TAP N. I' EMBEDMENT T 1 ') 8' FROM EACH _ CON MI pMENT fNTO BLOCK (MIN. EMBEDMENT � END and a 18' O.C. MAX OPENING 22' x 30' MIN. „ TAPCONS MIN. or OD CASING AT SIDE WINDOW TO BLOCK (+2 Y4 } 2' COVER (2) DRIVE PINS, 8' FROM EACH END and ATTIC ACCESS r APART � 18' O.C. MAX 3 AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 Y4} MIN. SHANK SIZE .145 `LE` Nts WOOD CASING 4 GYP. TRUSS ANCHOR RETRO—FIT 4D SCALE: I'=I'-®' 5 MIN. HEAD SIZE 300 BOARD (TYP) SCALE: N.T.S. MIN. EMBEDMENT 111 A R C H IT E C T S DesionGrou��. __1 n. nVnMLV Mr-mumill OLYN. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 96) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA APR 12,IK1B DAT : 4/10/18 Sc E: 1/4„=1'-0” S ET _ \ODOOODODOJ SUBDIV. & LOT: KENSINGTON RESERVE (LOT 96) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA APR 12,IK1B DAT : 4/10/18 Sc E: 1/4„=1'-0” S ET _ NAILING SCHEDULE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Sd ROUND, MODIFIED OR T -........ .131 110,000 RING 8001= DIAPI-IRAGM - ASPHALT SI-IINGLE 2x LBW (STUD SIZE, SPACING PRE-ENGINEERED PRE-ENGINEERED Jfg,' O.S.B. or V CDX PLYWOOD - Sd RING SHANK GUN NAILS 6 4" O.C. 0 SUPPORTED PANEL PER INCH) 4 LOCATION PER PLAN) ROOF TRUSS ROOF TRUSS EDGES AND 8d RING SHANK GUN NAILS 0 6' O.C. 6 INTERMEDIATE SUPPORTS. SEE DETAIL. IN ROOF SHEATHING TO GABLE END FRAME USE 8d RING SWANK GUN NAILS a 4' O.C. EDGEWISE. ECURE 2x TO CMU w/ (3)Y' x 9' 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. b . ANCHOR BOLT w/ 2' WASHER SET IN SfMPSON OR USP HIGH OUBLE TOP PLATE TO STUD OUBLE TOP PLATE TO STUD 8001= DIAPHRAGM - CEMENTITIOUS TILE or METAL STRENGTH EPDXY (6 MIN. w/ SIMPSON SP4 (USP SPT4) w/ SIMP50N SP4 (USP SPT4) EMBEDMENT) 32' O.C. MAX a 32' D.C. MAX W CDX EXTERIOR PLYWOOD or 1%2' APA -RATED D.S.B. (AS PER MANUFACTURER'S 2x STUDS a IV O.C. MAX 2x STUDS a I6' O.C. MAX INSTALLATION SPECIFICATIONS) - 8d RING SWANK GUN NAILS 6 4' D.C. a SUPPORTED PANEL Q: NOTE: (1) ANCHOR BOLT UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE EDGES AND Sd RING SHANK GUN NAILS 6 6' O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. �I'II"I"I LOCATED b' FROM TOP AND ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS a 4' D.C. EDGEWISE.TOP CHORD BLOCKING4' BOTTOM 4 (IJ NEAR MID -CENTER 2x CONTINUOUS STRESS BLOCKING 2x CONTINUOUS STRESS OCKI Mf -W BL NC•c p ALL �OOOD�DOD� 2x4 BLOCKING At ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. O.G. MAX IN FIRST (2) FRAMING SPACES 0 EACH EN04 EXTERIOR WALL SWEATHING PRE-ENGINEERED TRUSS O.S.B. or V PLYWOOD or i' ZIP BOARD SYSTEM - Sd RING SHANK GUN NAILS 4' O.G. or RAFTER — J" GYPSUM WALL BOARD i" GYPSUM WALL BOARD PANEL EDGES AND 8d RING SHANK GUN NAILS 4' D.C. TOP 4 BOTTOM PANEL AND 8d RING ROOF SHEATHIN 9 05 REBAR VERTICALLY IN SHANK GUN NAILS � b' O.G. At INTERMEDIATE SUPPORTS. SEE DETAIL. GONG. POURED CELL ECURE BOTTOM PLATE To SLAB w/ (LOCATION PER PLAN) �' x 9' ANCHOR BOLT w/ 2' WASHER NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM a SET IN SIMPSON HIGH STRENGTH ANY MANUFACTURER loe EPDXY (OR EQUIVALENT) b' ECURE BOTTOM PLATE TO EMBEDMENT MIN. tv 32' O.G. MAX NAIL REQUIREMENTS ONCRETE SLAB SLAB w/ (U 10d CUT NAIL IP TO BOTTOM PLATE w/ (SEE FOUNDATION PLAN FOR SIZE Ld 32' O.0 MAX SIMPSON CPA (USP SPT4) a 32" SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Sd ROUND, MODIFIED OR T 2 %' .131 110,000 RING (16-20 RINGS PER INCH) AND REINFORCEMENT)7! K M 4 M 411 M O.G. MAX BUILDING LENGTH da a s a'b d a d d. 4 ONCRETE SLAB d ONCRETE SLAB ----�NtERiOR BEARfNCrt-WALL FOOTING' (E FOUNDATION PLAN FOR SIZE a (SEE FOUNDATION PLAN FOR SIZE ROOF SHEATHING LAYOUT AND ENDWALL a °B (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) A INFO NT) BRACING FOR GABLE END FRAMING 4 : AND REINFORCEMENT) ND RE RCEME ° • 4 ° XtERIOR WALL FOOLING NTERIDR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING 8d RING SPANK 5UN NAILS to 4' ac. (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE TOP 4 BOTTOM EDGES (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) . . . . . . . . . . . INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT 2 SCAL:3i4'•,'_m� 4A s , ,_ , 4B SCALE: 3/4 ■1 0 SCALE: 3/4'•1'-0' Sd RING SWANK GUN o NAILS -9 b" O.G. IN FIELD PRE-ENGINEERED PRE-ENGINEERED ROOF TRUSS ROOF TRUSS 4'=0' MINIMUM OVERLAP FOR TOP PLATE SPLICE M 5ECURE TOP PLATES wt 16d COMMON NAILS 0 4'0.C;. —' 2-ROW5, ST,4GGERED G � z v TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING z p (O.S.B. TO BE STRUCTURAL GRADE)TOP PLATE RUBLE TOP PLATE TO STUD s w/ 61MPWN SP4 (USP SPT4) o 2x WOOD or METAL STUDS 6 32' D.G. MAX 241 O.C. MAX 2x CONTINUOUS STRESS Sd RING SHANK GUN NAILS a 12' (NOT LOAD BEARING) BLOCKING 9 MID -WALL J u � O.C. IN FIELD 2x STUDS g ib' O.C. MAX 7 or — UNLESS NOTED OTHERWISE 1 8d x 3 SCREW SHANK BALLISTIC NOTE: ST FLOOR STUDS TO 2ND FLOOR STUDS Zo � ELECTRO GALVANIZED STRIP Q z a * DO NOT SPLICE TOP PLATES WITHIN 6'-0' SECURED w/ SIMPSON OR USP MSTA36 NAILS 6 12' O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL �4' QT4G SUBFLOOR (ATTACHMENT .? SHEAR WALLS. METHOD PER 'NAILING SCHEDULE') �a' T4G SUBFLOOR (ATTACHMENT Fy Lu_9 wUNTHREADED SHANK t0 EXTEND METHOD PER NAILING SCHEDULE') BEYOND THICKNESS OF THIS DETAIL APPLIES AT ALL EXTERIOR PRE-ENGINEERED FLOOR TRUSS " SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. RE -ENGINEERED FLOOR TRUSS 01 OUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T 4 SUB -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS 61 16' O.C. MAX (OS -5. t0 BE STRUCTURAL GRADE) 3 SCALA: 3/4'=1'-ra' OUBLE TOP PLATE UNLESS NOTED OTHERWISE " GYPSUM WALL BOARD i" GYPSUM WALL BOARD 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS NOTE; RE -ENGINEERED GABLE TRUSS BLOCKING 16 MID -WALL BLOCKING 0 MID -WALL DIAGONAL BRACE 9 CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN ECURE BOTTOM PLATE TO SLAB w/ HIGHEST RIDGE. TRUSSES At FIRST (2) BAYSVIP V x 9' ANCHOR BOLT w/ 2' WASHER * DIAGONAL BRACE TO BE a ANY SPAN 15'-0' OR (41-0'0.C. 9 SHEATHING SEAMS) 2x STUDS m lb' O.C. MAX SET IN SIMPSON HIGH STRENGTH GREATER (REFER TO TRUSS ENGINEERING FOR 2) 2x4 SYR DIAGONAL BRACE w/ (3) SECURE BOTTOM PLATE TO EMBEDMENT MIN. 0 32' O.G. MAX ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) *2UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) b' 12d NAILS 6 EACH TRUSS (DIAGONAL SLAB w/ (U 10d CUT NAIL � —STUD TO BOTTOM PLATE w/ 0'-0" - 30'-0" USE tl) X -BRACE X -BRACING TO COVER 5 -TRUSSES 32' O.C. MAX 30'-1' - 60'-SIMPSON SP4 (USP SPT4) 32" 0' USE (3) X -BRACE a M° ** (1) X -BRACE -0 CENTER 4 (2) BRACES as d D.C. MAX 4. DIVIDED EQUALLY FROM CENTER TO END �° ONCRETE SLAB d CRETE SLAB Q • • (SEE FOUNDATION PLAN FOR SIZE • • (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING (AS PER TRUSS ENGINEERING) (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE PLASTIC OR METAL AND REINFORCEMENT) AND REINFORCEMENT) WEEP SCREE SHOWN w/ CMU (FRAME CONDITION 7BXy 5A TWO STORY L. B. W. w/ NO UPLIFT Two STORY L.B.W. w/ UPLIFT SAME X -BRACING REQUIREMENTS) SCALE: 3/4'=I'-0' 58 SCALE: 3/4'=1'-®' A T. 2x4 RAT -RUN ATTACHED t0 EACH GABLE X -BRACING TRUSS w/ (2)12d NAILS I INSTALLED tv MID -POINT OF TRUSS SPAN SCALE: 3/4'4-0' or 10'-0' O.C. MAX rA R C H I T E C T 8 DesomnGrou��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE ( LOT 96) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA AP��? ?018 DAT : , /10/18 Sc :1/4"=1'–O" SH ET D2_ �I'II"I"I �OOOD�DOD� SUBDIV. & LOT: KENSINGTON RESERVE ( LOT 96) MODEL: SUMMERLAND (VERSION#01) PROJECT#: 02997.000 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA AP��? ?018 DAT : , /10/18 Sc :1/4"=1'–O" SH ET D2_ 1 TYPICAL VALLEY TRUSS m t {4t{ IMPSON VTCR or USP VTT ++a {h SPACING (1) a EACH END AND 6'-0" D.C. MAX titi+i+ tt{tt+{{{ tt +I+{{t a 0 o CONNECTION 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE w/ MIN. (3)12d NAILS or MIN. (4)10d GUN NAIL Ix6 COLLAR TIE a EVERY OTHER RAFTER w/ MIN. (3)12d NAILS or MIN. (4)10d GUN NAIL 2x RAFTER 1x8 NAILER SECURED TO TRUSSES BELOW w/ (2)12d NAILS or (3) 10d GUN NAILS EACH CRUS' ° RAFTER TO TRUSS w/ SIMPSON MT512 or USP MTW12 (CREATE VOID FOR STRAP PENETRATION CONVENTIONALLY FRAMED ROOF 4SCALE: 3i4'=�'.�' 2x4 SECURED TO GABLE END w/ (2) 12d -8 EACH UPRIGHTCONCRETE 2x4 SECURED TO GABLE END w/ (2)12d SPACED 6' - 8' O.C. MAX o ,+ o • • • ° NJ(SIZE ALTERNATE CONNECTION SECURE RAFTER TO BLOCKING BETWEEN TRUSSES w/ SIMPSON or USP MSTA24 SECURE BLOCKING t0 TRUSS BOTTOM CHIORD w/ (3)12d NAILS O EACH M. E -ENGINEERED ROOF !BUSSES OF DECKING OVER PRE-ENGINEERED ROOF TRUSSES -ENGINEERED M55 s GYPSUM BOARD OR ' NIGH STRENGTH CEILING BOARD INGLE 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS is 24' O.C. PER PLAN) EGURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS � 32' O.C. MAX SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) —WATER RESISTANT BACKERBDARD 4 d ' d (DENSHIELD) 2x4 RAFTER to 24' D.C. —I/2' DENSHIELD (SEAT DECK MUST BE SLOPED 1/2' MIN. To PAN) SIMPSON L30 or USP A3 INTERIOR NON—BEARING WALL P.T. 2x STUD or 8" CMU BLOCK WALL APELASTIC AQUA DEFENSE WATER PROOF BLOCKING (EACH END �A woo>, sruos SCALE: 3/4'=r -V' MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT At LEAST 4 INCHES) /-PRI-ENGINEEI�D TRUSS LK BEAD BETWEEN DENSHIELD2x4 BLOCKING EACH RAFTE P. T'. 2x4 STUDS AND FIBERGLASS PAN APPLIED Ib" O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) GYPSUM BOARD OR VARIES PER PLAN INSTALLATION SIMPSON H2.5A or USP RT -1A' NIGH STRENGTH CEILING i�aR PAN EACH RAFTER TAIL CONNECTI BOARD (FIBERGLASS OR CERAMIC) SIMPSON L30 or USP A3 g TOP OF EACH RAFTER CONNECT[ %8" TDP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS SHOWER SEAT FRAMED OVERHANG or 24' O.C. MAX) SCALA: 314'=1'-O' S SCALE: 3/4'=1'-m' GYPSUM WALL BOARD 3 W METAL STUDS (25 GAUGE) is 24" O.0 w/ FULL LENGTH LAYER OF --PRECAST LINTEL 1/2' TYPE GYPSUM WALLBOARD, A ATTACHED TD EACH SIDE a 12' OL.ECURE 2x TO CMU w/ (2) %6" x 3' TAPCONS 3 8" BOTTOM CHANNEL (25 WITHIN 8' OF EACH END AND 018' O.C. MAX CURE 2x4 FLAT TO GAUGE) BOTTOM CHANNEL TO or DRIVE PIN BLOCK w/ CUT NAILS SLAB w/ 10d x 1' MIN. MASONRY (MIN. SHANK SIZE .145 NAIL w/ WASHER 6 32" O.C. MAX. MIN. EMBEDMENT OF 1,144 ) WITHIN 8' OF EACH END AND 618' D.C. MAX ° ° — ONCRETE SLAB (SEE FOUNDATION PLAN FOR WALL SHEATHING 1E SIZE AND REINFORCEMENT) (TYPE AND ATTACHMENT METHOD fl PER "NAILING SCHEDULE') CURE 2x6 MIN. TO BLOCK w/ .T. 2x8 SCUD SLOG (2) V x V ANCHOR BOLTS w/ 2' NOTE: a WASHER SET IN SIMPSON or USP STUD GAUGE IS HEIGHT SPECIFIC. CONSULT HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD HE IGH! LIMITS. (MIN. b' EMBEDMENT) ROUGH OPENING (UP TO S'-�') z INTERIOR NON—BEARING WALL o � o 7B PWAL S711D5 SCALE: 3/4'=1'-0' ,SECURE 2x6 MIN. to BLOCK wl (3))J' x 9' ANCHOR BOLTS w/ 2'' TEXTURED CEMENTITIOUS —{I) REBAR VERTICALLY IN CONC. POURED CAST OR POURED IN WASHER SET IN SIMPSON or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) PLACE SILL (PER BLDR) HIGH STRENGTH EPDXY (MIN. 6' C132(b) OVER CM ' CMU BLOCK EMBEDMENT ATHER STRIP MOLDING AROUND DOOR CMU__ (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED a o. CELL wl (3)X' x V ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH (BY OTHERS - INSTALLED t0 2xb P.T. BUCKSSTRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS VERHEAp GARAGE DOOR (BY OTHERS) ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT SECTION ROOM ALVANIZED STEEL VERTICAL TRACK 3 SCALE: 3/4'4-e' A 6 - , SCALE: 3�4,-- � m $ SCALE: N.tS. (BY OTHERS - INSTALLED PER MANUFACTURER'S SPECIFICATIONS) A R C H IT EC TS 4Design Group Inc. 11. RV llm&L RL uml\ YLf V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE ( LOT 96) MODEL: SUMMERLAND (VERSION#01) PROJECTS#: 02997.000 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA /'2018 DAT 4110118 SC E:1/4"=1'-0" SHEET D 3 III�IIII �oomomvvoor SUBDIV. & LOT: KENSINGTON RESERVE ( LOT 96) MODEL: SUMMERLAND (VERSION#01) PROJECTS#: 02997.000 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA /'2018 DAT 4110118 SC E:1/4"=1'-0" SHEET D 3 BATT OR BLOWN -IN INSULATION --SHINGLES OR TILE (PER BLDR) SHINGLES OR TILE (PER BLDR) REFER TO DETAIL i/D2 FOR GABLE (R -VALUE PER ENERGY CALCS) OVER #30 FELT PAPER (OR APPROVED OVER 030 FELT PAPER (OR APPROVED X -BRACING REQUIREMENTS PRE-ENGINEERED ROOF TRU EQUAL) INSTALLED PER SECTION 8905 OF EQUAL) INSTALLED PER SECTION 8905 G RE -ENGINEERED THE FBCR, 6TH EDITION (2011) THE FBCR, 6tH EDITION (2011) GABLE ROOF TRUSS TWIST STRAP (PER PLAN DOUBLE TOP PLAT OVER ROOF SHEATHING (TYPE AND OVER ROOF SHEATHING (TYPE AND 2x4 BLOCKING BETWEEN TRU5SE5 ATTACHMENT METHOD PER 'NAILING ATTACHMENT METHOD PER 'NAILING AT FIRST (2) BAYS METAL DRIP EDG SCHEDULE') SCHEDULE" (4'-0' D.C. IP SHEATHING SEAMS) ' GYPSUM BOARD OR J' HIGH uz' 2x6 SUB-BANA----• STRENGTH CEILING BOARD METAL DRIP E � _ IL 2x6 SUB BAN VENTED IMPSON SP2 (USP SPt24) EVERY VENTED ALUMINUM So117-�TIIBACK At ALL UPRIGHTS ALUMINUM SOFFIT 01, HIGH EXTERIOR BEARING STUD. AS PER 0 ER 1TRIJ65 ENGINEERING) = 2 x 2" WOOD SCREWS s FOR CONDITIONS WHERE TRUSS AND ALL SPACER FER PLAN PER PLAN T. 2x4 RAT -RUN ATTACHED TO _ STUD LINE-UP, USE A BIMPSON H10A DOUBLE TOP PLA EACH TRUSS w/ (2)12d NAILS 2x4 STUDS Ib' O.C. (USP RTibA) INSTALLED 0 MID -POINT OF TRUSS WINDOW HEADER ALL INSULATION ' TEXTURED CEMENTITIOUS COATI MIN SPAN or 10'-0' O.C. MAX (SIZE PER PLAN (R -VALUE PER ENERGY CALCS) � - 2x8 BLOCKING (PER ASTM G926) OVER PAPERBACK ATT OR BLOWN -IN INSULATION ATTACHMENT SECURED W/ (3)12d TEXTURED GEMENTfTIDUS COATING MIN. INpOW (PER PLAN), EXPANDED METAL LATH, OVER APPROVED (R (PER ASTM C -VALUE PER ENERGY CALCS) �` NAILS EACH EN 926) OVER PAPERBACK PER MFR. SPECIFICATIONS _ 2 -LAYER WATER RESISTANT BARRIER, OVER EXPANDED METAL LATH, OVER APPROVED WALL SHEATHING (TYPE AND ATTACHMENT SECURE 2x4 TO DBL TOP PLATE w/ %8' x 6' - 2 -LAYER WATER RESISTANT BARRIER, OVER METHOD PER 'NAILING SCHEDULE' TWRU-BOLTS f 32' O.C. MAX, then SECURE GABLE WALL SHEATHING (TYPE AND ATTACHMENT WINDOW SILL t0 2x4 wi lad NAILS 8' D.C. MAX i METHOD PER 'NAILING SCHEDULE" WALL INSULATION _ EXTERIOR BEARING STUDS (R -VALUE PER ENERGY CALCS) or LL CONTINUOUS 2x4 w/ (4)16d NAILS g SECURE GABLE t0 DBL TOP PLATE w/ SIMPSON DRYWALL TOP [SIZE AND SPACING PER NOTE $21, SECURE 24' D.G. MAX OF FLOOR TRUSS (TOP 2x4 SUPPORTS UNDER CATEGORY TIMBER ON WINDOW HEADER yp BOTTOM PLATE OF 2nd FLOOR WALL GENERAL, NOTES SHEET GN)] (SIZE PER PLAN) (or EQUIVALENT INSTALLED PER MFR'S SPECS) WALL MOUNT RAIL BLOCKING o SHEATHING MUST NOT BREAK WITHIN T4G SU5FLOOR (ATTACHMENT SECURE GABLE t0 DBL TOP PLATE w/ SIMPSON METHOD PER 'NAILING SCHEDULE') MSTA24 6 32' O.C. MAX 1'-4' MIN. FROM and FLOOR LIN FRAME WALL SECTION — GABLE ROOF (or EQUIVALENT INSTALLED PER MFR'S SPECS) RAILING DETAIL CONTINUOUS 2x6 w/ (6)16d NAILS 3 SCALA: 3/4'=�'-0' 4B E: KT,S BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 RE -ENGINEERED FLOOR TRUSS 15 A NAILER FOR WALL SHEATHING 7B NOT;:. INGLES OR TILE (PER BLDR) BATT OR BLOWN -IN INSULATION ' GYPSUM BOARD OR z" HIGH (R -VALUE PER ENEMY CALCS STRENGTH CEILING BOARD HANDRAILS WITH A CIRCULAR CROSSPRE-ENGINEEREDTRUSS OVER 030 FELT PAPER (OR APPROVED PLASTIC OR METAL WEEP SCREE --EMBEDDED STRAP HANDRAIL SECTION SHALL HAVE AN OUTSIDE EQUAL) INSTALLED PER SECTION 8905 OF 6e ' CONC. FILLED U -BLOCK w/ (PER PLAN) DIAMETER OF A7 LEAST 14 INCHES (32 MM)DOUBLE TOP PLAN- /'� THE FBCR, 6TH EDITION (2011) (1) w5 CONTINUOUS '' AND NOT GREATER THAN 2 INCHES (51 MM). REBA CAST LINTEL IF THE HANDRAIL IS NOT CIRCULAR, It / OVER ROOF SHEATHING (TYPE AND WINDOW (PER PLAN), (SIZE AND REINFORCEMENT SHALL HAVE A PERIMETER DIMENSION OF METAL DRIP ED / ATTACHMENT METHOD PER 'NAILING ATTACHMENT PER MFR. PER PLAN) AT LEAST 4 INCHES (102 MM) AND NOT 2x(o SUB -BA SCHEDULE') SPECIFICATION MAX`GREATER THAN b 4 INCHES (160 MM) WITH VENTED A MAXIMUM CROSS SECTION OF DIMENSION ALUMINUM SOFFIT MIN N. OF 2 4 INCHES (51 MM). EDGES SHALL HAVE' TEXTURED GEMEN7ITIOUS COATING MIN "GYPSUM BOARD OR, HIGH ALL INSULATION -qx A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). (PER ASTM 0926) OVER PAPERBACK STRENGTH CEILING BOARD PRECAST OR POURED IN (R -VALUE PER ENERGY CALCS) EXPANDED METAL LATH, OVER APPROVED 1MPSON SP2 (USP SPT24) +� EACH 2X8 STUD PLACE SILL (PER BLD 2 -LAYER WATER RESISTANT BARRIER, OVER ' GYPSUM WALL BOARD m WALL SHEATHING (TYPE AND ATTACHMENT _ WOO UPLIFT CONNECTOR ' TEXTURED CEMENTITIOUS —(I) w5 REBAR VERTICALLY IN FULL WALL METHOD PER 'NAILING SCHEDULE' COATING MIN. (PER ASTM CONC. POURED CELL C926) OVER CM (LOCATION PER PLAN) THE CLEAR SPACE 2x8 SYP "2 WOOD STUDS g l2" O.C. MAX ' P.T. FURRING STRIPS I6' O.C. BETWEEN THE V DIAMETER ANCHOR BOLT g 4 8' CM HANDRAIL AND THE 12' O.C. MAX w/ 1' EMBEDMENT WALL SHALL BE I w/ 2' DIAMETER WASHER j' GYPSUM WALL BOARD DDD BASE, 2x8 SYP 02 WOOD STUDS 12' O.C. MAX IMPSON BPI (USP SPT22) 42' KNEEWALL EACH 2x8 STUD d B i) COURSE TIE -BEAM POURED SOLID w/ d °• -CONCRETE SLAB A CONCRETE w/ (1) S REBAR HORIZONTALLY .d. (SEE FOUNDATION PLAN FOR 51ZE CONTINUOUS HANDRAIL FCAST LINTEL d °a ZTERIOR D REINFORCEMENT) 34" MIN. TO 38' MAX A.FF. WINDOW (PER PLAN), (SIZE AND REINFORCEMENT d •'d WALL FOOTING o ATTACHMENT PER MFR. PER PLAN) (SEE FOUNDATION PLAN FOR SIZE z z SPECIFICATION FRAME ON BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) o 1 Two STORY SCALE: 3/4'=1'-®' 4A STAIR HANDRAIL TWO STORY SCALE: 3/4'4-0' PRECAST OR POURED IN Lu o PLACE SILL (PER BLDR X TEXTURED CEMENTITfOUS *d NAILS 8' D.G. MAALL INSULATION �' TEXTURED GEMENTITfOUs COATING MIN. (PER � � COATING MIN. (PER ASTM (R -VALUE PER ENERGY CALCS) 2x4 BLOCKING s EACH BRACE. TOENAIL ASTM 0926) OVER PAPERBACK EXPANDED METAL ONTINUDUS 2x4 w/ (4) Ibd NAILS TOP o n C926) OVER CM INTO TRUSS w/ (4) Ibd NAILS s EACH EN LATH, OVER APPROVED 2 -LAYER WATER RESISTANT .6 GYPSUM WALL BOARD BARRIER, OVER WALL 614EATHING (TYPE AND OF FLOOR TRUSS (TOP 2x4 SUPPORTS o u � " /4 7G SUBFLOOR (ATTACHMENT ATTACHMENT METHOD PER 'NAILING SCHEDULE" BOTTOM PLATE OF 2nd FLOOR WALL) > P.T. FURRING STRIPS a I6 O.C. METHOD PER 'NAILIIx SCHEDULE 3%. T4G SUBFLOOR (ATTACHMENT 1) 05 CONTINUOUS REBAR a 16' O.C. MAX, IN EXTERIOR BEARING STUDS METHOD PER 'NAILING SCHEDULE")CONCRETE POURED CELL Bd RING SHANK NAILS 4" OC. [SIZE AND SPACING PER NOTE ° z °° (VERIFY PER PLAN) MAX INTO BLOCKING --021, UNDER CATEGORY TIMBER m Y _ a. ON GENERAL NOTES SHEET GN)] -ENGINEERED FLOOR TRUSS BASE RE z PRE-E1�x1NEEREp FLOOR CRUS (MIN. IN 5���) MBEDDED STRAP ONTINUOUS 2x6 w/ (6) lbd NAILS mREBAR 48" LONG w/ 6' HOOK 7B (or EQUIVALENT) 7B BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 24' OC. (MIN. 24" IN SLAB) 2x4 BRACE g 48' O.G. w/ (5)12d NAILS (PER PLAN) 15 A NAILER FOR WALL SHEATHING) ° 41 EACH EN � z � . ' GYPSUM BOARD OR J' HIGH STRENGTH CEILING BOA ' TEXTURED CEMENTITIOUS 'CONCRETE REINFORCED wl FfBERMESH AT A RATE OF .151b8 PER CUBIC YARD ON 6 -MIL tL .d r COATING MIN. (PER ASTM i . ' . 'GYPSUM BOARD OR �++ q POLY ETHYLENE VAPOR BARRIER ON WELL 4;; HIGH — d a COMPACTED CLEAN TERMITE TREATED FILL CONC. FILLED U -BLOCK w/ �;y C92610YER CMU STRENGTH CEILING BOARD ° (1) 15 CONTINUOUS REBA NOTE:4 Lu�' X21-� �' 31 �5 REBAR ON CHAIRS STRUCTURAL SHEATHING MUST NOT ONC. FILLED U -BLOCK w/ o BREAK WITHIN 1'-4' MIN. FROM 2nd (1) 05 CONTINUOUS REBAR FLOOR TRUSS CONNECTION FLOOR LINE PERPENDICULAR OPEN TO ABOVE WALL SECTION 2 SCALE: 3/4'=P -O' PARALLEL TO BLOCK TO BLOCK 2 TWO STORY : 3/4'=1'-0' A R C H IT E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE ( LOT 96) MODEL: SUMMERLAND (VERSION#01) PROJECT,#: 02997.000 PAGE: SECTIONS/ DETAILS ARCHITECT STATE OF FLORIDA APR 1 X20 18 DAT : 4/10/18 SC E:1/4"=1'-0" SHEET \ODDOODDODJ SUBDIV. & LOT: KENSINGTON RESERVE ( LOT 96) MODEL: SUMMERLAND (VERSION#01) PROJECT,#: 02997.000 PAGE: SECTIONS/ DETAILS ARCHITECT STATE OF FLORIDA APR 1 X20 18 DAT : 4/10/18 SC E:1/4"=1'-0" SHEET MSTCM40 1/16' 0.5.8. SHEATHING OR ( INSTALLED ON TOP OF 1/2' COX PLYWOOD WALL SHEATHING 2x4 EXTERIOR WALL A STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL MSTCM40 (INSTALLED ON TOP OF 1/16" O.S.B. SHEATHING OR WALL SHEATHING 1/2" CDX PLYWOOD X6 EXTERIOR WALL A STUDS 2)(6 BOTTOM PLATE PLAN VIEW - 2x6 WALL EXTERIOR STUD WALL - OUTSIDE CORNER MSTCM40----,s ( INSTALLED ON TOP OF WALL SHEATHING: 8 eCALE: KTA. 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD �— 2x4 EXTERIOR WALL STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL 1116' 0,5.5. SHEATHING OR I/2' CDX PLYWOOD ( INSTALLED ON TOP OF WALL SHEATHING 8 2X6 EXTERIOR WALL STUDS 2X6 BOTTOM PLATE PLAN VIEW - 2x6 WALL EXTERIOR STUD WALL - INSIDE CORNER SCALE- KTA 1/16' OS.B. SHEATHING OR 1/2' COX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (16)16d SINKER NAILS PRE-ENGINEERED FLOOR TRUSS MSTCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/(12) J' TAPCONS NOTE: MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS IS IV 1/16' OS.B. SHEATHING OR I/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (16)16d SINKER NAILS PRE-ENGINEERED FLOOR TRUSS MSTCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W1(12) 4' TAPCONS HTT-4 SECURED TO STUD W/ (20)10d X 1 I' NAILS MMINIM END AND EDGE DISTANCE FOR TITEIJ SCREWS IS IXC' 2X EXTERIOR WALL STUDS ELEVATION VIEW A eGALE: KTA. TOP OF MASONRY WALL ELEVATION VIEW B SCALE: KTA 2X EXTERIOR WALL STUDS SECOND FIN. R.R. IDS J' T 4 G SUBFLOOR GLUEC' A - — NAILED AS PER NAILING SCH DBL 2x4 BOTTOM 2x4 EXTERIOR WALL 1x16' O.S.B. SHEATHING OR 112 PLYWOOD " T A G SUBFLOOR GLUED Atlr% NAILED AS PER NAILING SCHEI 2X6 BOTTOM P 2X6 EXTERIOR WALL S 1/16' O.S.B. SHEATHING OR 1/2' �,y... PLYWOOD PLAN VIEW - 2x4 WALL =-ENGINEERED FLOOR TRUSS VC. FILLED LINTEL BLOCK W/ (1) S5 SITINUOUS REBAR -4 SECURED TO STUD W/(20)10d NAILS ' A.T.R. IN HIGH STRENGTH EPDXY t 1' EMBED) DBL, STUD REQUIRED W/ 2x4 WALL 146' O.S.B. SHEATHING OR I/2' CDX PLYWOOD SECOND FIN. FLR PLAN VIEW - 2x6 WALL IV I • • MASONRY WALL \ a_ PRE-ENGINEERED FL i TRUSS (GIRDER DRAIN.) ""117 1/16' Oh.13. SHEATHING OR 1/2' CDX PLYWOOD 5/8' A.T.R. BEARING POST/ BEARING STUDS (PER PLAN) EXTERIOR STUD WALL - CORNER TO POST SCALE: KTA TOP OF WALL PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) NTT -4 SECURED TO STUD W/ (20) 10d X I J' NAILS 5/8'ATR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) FOUNDATION (PER PLAN) SOLID BLOCKING: REQUIRED UNDERNEATH STUD ELEVATION VIEW C BGALE: KTA EXTERIOR STUD WALL - PERPENDICULAR TO BLOCK SCALE: KTA -ENGINEERED FLOOR TRUSS IC. FILLED LINTEL BLOCK W/ (1) v5 ITINUOUS ROAR •4 SECURED TO STUD W/ (20)10d J' NAILS A.T.R. IN HIGH STRENGTH EPDXY .1' EMBED) 2X EXTERIOR WALL STUDS HTT-4 SECURED TO STUD W/ (20)10d X 1 J' NAILS PRE-ENGINEERED FLOOR TRUSS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) CONC. FILLED LINTEL BLOCK W/ (1) +5 CONTINUOUS REBAR r ARCHITECTS LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigqroup.com AA # 0003325 r � �I"I'II"I �000000000� StMDIV. de LAT: KENSINGTON RESERVE (LOT 96) MO DELL SUMMERLAND (VERSION#01) PROJECT #: 0299 000 PAGE: SECTIONS/ DETAILS ARCHTECT-. STATE OF FLORIDA APR �018 DATE: //4/10 /18 ScAl-ki 1/4 SHEET NOTE: STRUCTURAL SHEATHING MUST NOT BREAK WITHIN 1'-4' MIN. FROM 2nd FLOOR LINE PRE-ENGINEERED ROOF TRUSS CONTINUOUS 2x4 w/ (4) ibd NAILS a TOP OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2nd FLOOR WALL) SIMPSON MT6I2 or USP MTWI2 TD LEDGER a 24' O.G. DOUBLE 2x6 LEDGER SECURED TO TRUSS w/ %' x 5' LAG SCREWS a 24' O.C. MAX CONTINUOUS 2xb w/ (6)16d NAILS a BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 16 A NAILER FOR WAIL SHEATHING} LEDGER CONNECTION AT FLOOR TRUSS SCALE: 314'-1'-C' NOTE: STRUCTURAL 9NEAtHMCs MUST NOT MAK WITHIN i'-4' MM. FROM 2nd FLOOR LINE SIMPSON MT612 or USP MTWI2 TO LEDGER a 24' O.C. DOUBLE 2xb LEDER SECURED TO TRUSS w/ %' x 5' LAG SCREWS a 32' OjC. MAX LEDGER CONNECTION AT FLOOR TRUSS PARALLEL. riotE: sHEarwIN63 rwsr NOT Mac AT JOINT OF WALL AND INTERBECTINCs ROOF DECKING. 2X EXTERIOR STUDS PIN. TOP OF WALL PRE-ENGINEERED FLOOR TRUSSES BEARING CONDITION (PER PLAN) SCAI..E: 3/4'.1'-C' ROOF TO SECOND FLOOR WALL PARALLEL SCALE: 3/4'-1'-0 EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE 021, TINDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] -ENGINEERED FLOOR TRUSS -EXTERIOR 5EARING STUDS [SIZE AND SPACING PER NOTE 0211 UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] -ENGINEERED FLOOR TRUSS 1/16' Ob.B. SHEATHING OR 1/2' COX PLYWOOD CONTINUOUS TO BLOCK CONT. 2x4 W/ (4)160 NAILS a TOP OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2ND FLOOR) IAV OM3. SHEATHING OR 1/2' COX — PLYWOOD OVER PIRE-ENGINEERED ROOF TRUSSES CONT. 2x6 w/ (b) I6d NAILS a TOP OF FLOOR TRUSS (BOTTOM 2X6 16 FOR WALL SHEAT14NG NAILER) TYPICAL PRECAST LINTEL NOTE: ROOF CONDITIONS MAY VARY 5 TWO STORY HEADER (SIZE PER PLAN) C DOOR WINDOW OPENING �J HEADER (SIZE PER PLAN) C DOOR /WINDOW OPENING MN G IN SECURE EACH KING STUD TO TOP PLATE w/ SIMPSON SP4 or USP SPT4 (FOR 2xb WALL USE SIMPSON SP6 or USP SPT6) PRE-ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) -DOUBLE TOP PLATE -CRIPPLE STUDS a 16' OL. MAX 4CING STUDS (SEE 'MINIMUM WALL AND HEADER STUD REQUIREMENTS' CHART ON FRAMING PLAN FOR DETAILS AND SPECIFICATIONS) -SECURE JACK STUDS TO HEADER w/ SIMPSON or USP LSTAI2 (EACH SIDE OF OPENING) JACK STUDS (SEE 'MINIMUM WALL AND HEADER STUD REQUIREMENTS' CHART ON FRAMING PLAN FOR DETAILS AND SPECIFICATIONS) EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE x'21, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] SECURE EACH JACK 4 KING STUD TO BOTTOM PLATE w/ SIMPSON SP4 or USP SPT4 -SECURE BOTTOM PLATE TO SLAB w/ V x 9' ANCHOR BOLT w/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY (OR EQUIVALENT) 6' EMBEDMENT MIN. a 32' O.C. MAX ME WALL SCALE: 314'-1'-0' SECURE EACH KING STUD TO TOP PLATE w/ SIMPSON SP4 or USP SPT4 (FOR 2x6 WALL USE SIMPSON 616 or USP SPTb) PRE-ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) \---DOUBLE TOP PLATE —CRIPPLE STUDS a 16' O.C. MAX K1% STUDS STUDS (SEE 'MINIMUM WALL AND DEADER STUD REQUIREMENTS' CHART ON FRAMING PLAN FOR DETAILS AND SPECIFICATIONS) SECURE JACK STUDS TO HEADER w/ SIMPSON or USP LSTAI2 (EACH SIDE OF OPENING) --+JACK STUDS (SEE 'MINIMUM WALL AND HEADER STUD REQUIREMENTS' CHART ON FRAMING PLAN FOR DETAILS AND SPECIFICATIONS) ��—EXTERIOR BEARING STUDS / [SIZE AND SPACING PER NOTE #11, / UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GNI] j"t,JACK STUD ASSEMBLY TO BE SECURED ONE PLY AT A TIME. USE 12d AILS, (2) WITHIN 6' FROM EACH END t NO MORE THAN 12' O.C. STAGGERED SECURE EACH JACK # KING STUD TO BOTTOM PLATE w/ SIMPSON SP4 or USP SPT4 6HEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLOOR LINE SCALE: 3/4 O-0 2x DOUBLE TOP PLATE PRE-ENGINEERED ROOF TRUSSES or CONVENTIONALLY -FRAMED ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE') 2x BLOCKING UNDER WALL STUDS, SECURED BETWEEN TRUSS BAYS wl (3)12d NAILS a EACH END 2x STUDS SPACING PER PLAN MT6I2 a EVERY STUD 2x BOTTOM PLATE DORMER ATTACHMENT Turn STORY SCALE: 314' -I' -m' HEADER (60 PER PLAN) MAX SIZE <VJP SPACING OF 81Up5 PER PIAN SIMPSON SPS or USP SPT& a TOP 4 BOTTOM PRE-ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) DOUBLE TOP PLATE SIMPSON or USP MSTA24 a EACH JACK STUD 2x8 SYP 02 WOOD STUDS a 12' O.G. MAX. WALL SHEATHING TO BE WITHIN V OF WINDOW/DOOR OPENING. WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE') (2) JACK STUDS t (2) KING STUDS a EACH SIDE OF OPENING JACK STUD ASSEMBLY TO BE SECURED ONE PLY AT A TIME. USE 12d NAILS, (2) WITHIN 6' FROM EACH END E NO MOIRE THAN 12' O.C. STAGGERED WINDOW SILL w/ CRIPPLE STUDS to 16' O.C. �' D IAMETER ANCHOR BOLT is 12' O.C. MAX w/ 1' EMBEDMENT w/ 2' DIAMETER WASHER SIMPSON or USP MSTAM24 a EACH JACK SECURED w/ (3)Y' x 1 %' TAPCONS TO CMU w/ MIN. 2' COVER t 2' APART -2x& BOTTOM PLATE WINDOW OPENING IN 2 -STORY WALL TWO STORY V-A Z 314'-1'-0' A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 i 1 \DODOOODO�J StMDr . de LOT: KENSINGTON RESERVE (LOT 96) MODEZA SUMMERLAND (VERSION#01) PROJECT : 0299 000 PAGE: SECTIONS/ DETAILS ARCHITECT-. STATE OF FLORIDA APR DA : 4/10/18 8C :1/4„=1'—o” 9I3EET A R C H IT E C T S Design rouo 12. _ G ouvinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ft Ryan Homes -Openings Vendoc 84 Lumber Vendor Number: 00619 Windows - Slidina Glass Doors - DOUBLE PANE LOW E FL# Part # Unit Size Desgdptlon Masonry QoeniM Frame 02aninq FL# part # Unit size Description Mason!y ggqnln Fram OpeaLn_q S Sliding Glass Vinyl FL# Windows ' - " ' - ------ - .. .. .. ... ... ...... .. .. .. .. . _ .. - . .. - ....- . - - 14634 L0432426 ....... "" ' EA " " ' " '"'"'"", .. 12/0 X 8/0 .. .. .. .. .. ... ... . 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".. 11 .. .. ... ... ... ... .. .. .. .. .. .. .. . 111. �11111__...'..- _."I. -I. -I ... -..---.1----- " TRANSOM VINYL WHT NO GR .. ... .. . 11111.11111.1 11 " " ", " " -.1.111.11.1 ...... 11.1 . __ _ .....".-I.... -1 _, - _ ....... .. ... -.--.---1 ... �,��..",.",�ll.�.;..,..���.-I",,�,�",.,�-".,-,�,�..�.�-I..'�'..�;�.."�,�r-�'..-t 39" X 17' ........ , ...... .. �".!...,�%"..�"...,."-.�.."��,,�.....- ...... . �,�1.1�...�'..��....-.--,"..".."-".-�� ...... 38" X 16' . ...... I ............. . ... ��,�.-,..,-,"..�.,..,!"�.-,-.-.,.� - A R C H IT E C T S Design rouo 12. _ G ouvinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ft . . - 6410=000mallp !.:A E 8 IF 0 0 E 0 = c w ?.% L -A -I stml)lv. & rLw.D0%%. KENSINGTON RESERVE 1 MODMT-so. SUMMERLAND (VERSION#01) PR0JEc1rj&_ 0299"Tboo PAGE: WINDOW SCHEDULE L_____ Af"JRECT; STATE OF FLORDA - IrIl 7 2 2�18 D": 4/10/18 1 S&ALE: 1/4 11=11 -on I SIMET D7 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO 5E WIRE TIED TO LATH 0 9' O.C. MAX (VERT.) NOTE: DO NOT FASTEN CONTROL JOINT To WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ Y8' LEG MAY 5E USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES To 5E REMOVED AFTER INSTALLATION FASTENERS TO 5E SPACED G 1' D.C. MAX VERTICALLY LATH SHALL NOT 5E CONTINUOUS THROUGH CONTROL JOINTS 5UT SHALL 5E STOPPED AND TIED AT EACH SIDE. PER ASTM 01063 1.10.1.4 NOTE: 1. FASTENERS FOR LATH t0 BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM G1063 2. WIRE TIES To 5E (NO. 18) 0.0415' WIRE 3. BLOCKINCs SHOWN MAY 8E IN ADDITION TO I WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH 1 APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY To ass AROUND PENETRATION 'OR LESS PIPE PENETRATION —� STARTING WITH THE 60TTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH 1 IN HALF (LENGTH WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE Pf20?EGtO FORM FLASH WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH I t0 THE 80?tOM HALF OF THE PIPE AND U1F2AP AROUND THE PIPE. PER FBC R1031.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND GEh'IEN7 PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 926-11A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A U 1 J:i1 1 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 3 PIPE& PENETRATION DETAIL TO Tor A I i161 TO a, J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIP15ER BUILDING PAPER COR APPROVED EQUAL) APPROVED METAL LATH FASTENED 61' (VERT.) O.C. MAX AT SUPPORTS WRB LAYER �, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING 7"'__PROTECTED FLASH TAPE 5EHND CONTROL JOINT PROVIDE 2X4 5LOCKING PLACED FLAT MAX. 6" TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD .1TYPE "M" CONTROL JOINT 6CALE: KTd NOTE: APPLY SEALANT AT "M' CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH I To THE SHEATHING, MAKING SURE THE FORM FLASH 115 TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR 5U55LES. SECTION TAKE SECOND PIECE OF FORM FLASH 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WRB LAYER M, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER #2, FORTIF15ER BUILDING PAPER CDR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH 1 CONFORMA5LE AIRNAPOR 5ARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER 5ASES SHALL 5E SECURED TO FRAMING MEMBERS. THEY SHALL 5E TIED BETWEEN SUPPORTS WITH 0.0415 -IN. (1.21 -MM) WIRE AT INTERVALS NOT MORE THAN 9' (229 -MM). AS PER ASTM 01063 1.8.1. NOTE: FOR REPAIR OF TEARS IN WR5 LAYERS, TEARS MAY 5E PATCHED PEEL 4 STICK WOOD 5TU F SHEATH WRB '"I TAPED T SHEATHING w/ WI 02 OVER TOP. WF 02 TO 5E LAPPE_ VERTICALLY b' MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1' VERTICAL LAP MIN. LATH VERTICAL LAP TO 5E 1" HORIZONTAL LATH & PAPER DETAIL SIDING FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 KTP, --- WOOD SHEATHING WATER RESISTIVE 5ARRIER- LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUR SPECS) WEEP SCREED STARTER STRIP (PER MANUR SPECS) MINIMUM CLEARANCE (PER MANUF. SPECS) 5'Xl" CONTINUOUS INUOUS GALV METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL — -ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP "L" FLASHING NOT APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' 6 VERTICAL LAPS (ROLL ENDS) 4 6" g HORIZONTAL LAPS. METAL LATH TAPE IRB LAYER *1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING P MM LAIN LAP, 4- OVER ALL LAP VERTICAL LATH & PAPER DETAIL STUCCO J" THICK, 3 COAT CEMENT PLASTER METAL LAVH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER *1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SI—IEAT4�INCz SHEATHING LEGEND DRAINAGE PLANE (WR5 LAYER �, 5TUCCOWRAP OR APPROVED EQUAL) WR5 LAYER #2 (FORTIRBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH x x x x STUCCO_ -4 o G a� SELF-ADHESIVE FLASHING NOTE: METAL T' [/LATH: LATH OBE PER F5C R103.1.1 / ASTM C -841 -OS, V, MIN. 2.5 L55. PER 5Q. YARD (UTILITY, OR NOMINAL LATH a S NOT MEET SPECIFICATIONS) WR5: WATER RESISTIVE BARRIER A R C H IT EC TS 1"Y1 1\. rxvnmLV mr.M%3mm GLV V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 stmi)rV'. & IAT: KENSINGTON RESERVE (IAT 96) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 02997.000 PAGE: WALL ASSEMBLY DETAILS ARCHn'ECT� STATE OF FLORIDA "1122018 PR1?1ors DA": 4/10/18 SC :1/4"=1'-0" WA1 �IIIIIillll �vvvvvvvoaJ stmi)rV'. & IAT: KENSINGTON RESERVE (IAT 96) MODEL: S UMMERLAND (VERSION#01) PROJECT#: 02997.000 PAGE: WALL ASSEMBLY DETAILS ARCHn'ECT� STATE OF FLORIDA "1122018 PR1?1ors DA": 4/10/18 SC :1/4"=1'-0" WA1 J' TRICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER I' MIN. STEP FLASHING FELT UNDERLAYMENT .41 SHINGLE ROOFING DRIP EDGE: OVERLAP 3', EXTEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4' O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT 50TTOM OF ROOF 4 WALL INTERSECTIONS WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 V A50VE SHINGLES SELF -ADHERING FLASHING DRYFLEKT KICKOUT D I VERTER FASCIA WRAP 5 KICKOUT DETAIL "'"'' " �" CEIVE I COAT OF SHER-CRETE ;ONCRETE WATERPROOFER or :OAT PRIOR TO ELEC. METER ON APPLY SEALANT AT TOP 4 SIDES OF ELEC. METER BOX AFTER STUCCO INSTALLATION ELECTRICAL CONDUIT PENETRATION (PER 3/WAI) ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION SEALANT ON TOP 4 SIDES ONLY CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANATE-POLYBLEND FOAM C'GRE AT STUFF' OR SIMILAR) —FLASH OPENING WITH PROTECTO FORM FLASH I SELF ADHERING FLASHING PER FLASHING METHOD AS DESCRIBED IN DETAIL 3 OF WAI 'PIPE PENETRATION DETAIL' APPLY I COAT OF SHER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT WR8 LAYER M. STUCCOWRAP COR APPROVED EQUAL) WOOD SHEATHING VENT CAP 15 TO BE SET IN CONTINUOUS BED OF SEALANT. ONE -PE ICE HOODED VENT ATTACHED PER MANUF. SPECIFICATIONS APPLY SEALANT AT PERIMETER OF NON-MOVABLE FRAME AND STUCCO ON ALL 51DE5, y' SEALANT a JOINTS ALL AROUND J' THICK, 3 COAT CEMENT PLASTER METAL LAVH WRB LAYER , FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPER fiA DRYER VENT FRAME) OVER 'QUICK FLASH' PIPE THROUGH WALT. BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION WOOD SHEATHIN3 WRB LAYER *2, FORTIF15ER WOOD WRB LAYER M, BUILDING PAPER (OR CONSTRUCTION STUCCOWRAP TOR APPROVED EQUAL) WOOD APPROVED EQUAL) r METAL LATH SHEATHING WRB LATER 02, WOOD -�/S" TEXTURED FINISH 11 WOOD FORTIF15ER CONSTRUCTION FASTEN TO WOOD STRUCTURAL x BUILDING PAPER COR 8 CMU MEMBER -0 1' D.C. MAX APPROVED EQUAL) _ ' TO 5 ° MID -WA ' THICK, 3 COAT CEMENT WEEP SCREED WOOD FRAMED PLASTER 6' WIDE STRIP SELF WALL Y" TO 1l8' MID -WALL ADHERING FLASHING, CLEAN WEEP SCREED MASONRY BEFORE APPLYING 6' SELF -ADHERING FLASHING TEXTURED FINISH 6 MASONRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED (7'—A(FRAME�=Kr$ TO FRAME �. NLr& (FRAME TO BLOCK NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS CUT ENOUGH PROTECTO FORM FLASH I PIECES TO COVER BOX 4' NOTE: ATTACH PER PAST EACH SIDE. STARTING AT THE MANUF. SPECIFICATIONS BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY MAKE AN 'X' CUT THROUGH PROTECTO FORM FLASH 1 IN A THE PROTECTO FORM FLASH 1 SINGLE FASHION TO COMPLETELY IN THE CENTER OF THE BOX COVER THE BOX. OR OUTLET OPENING EXTENDING TO NO CLOSER WOOD SHEATHING THAN I' TO CORNER. STEP 1 STEP 2 WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH f SELF ADHERING FLASHING APPLY E -z BEAD . 9.00000 ° APPLY 60 MIN GRADE 'D' FELT (OR APPROVED EQUAL) ° •000.0 ° OVER SELF -ADHERING FLASHING OVER 60 MIN GRADE 'D' `000 o: 41 f: OVER APROVED HOU5EWRAP FELT -PROVIDE SEALANT oo p; AT ALL JOINTS AND ° .�'�°o°°° WRB LAYER *2, FORTIF15ER INTERSECTIONS BUILDING PAPER (OR STEP 4 STEP 5 APPROVED EQUAL) TEXTURED CEMENTITIOUS COATING PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANTS ALL SIDES 88 LIIUENTBLOCK PER FBC 8103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 1326-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A LEGEND DRAINAGE PLANE (WRB LAYER M, STUCCOWRAP OR APPROVED EQUAL WR5 LAYER (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO. 4. . A a4 WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE METAL LATH: LATH TO BE PER FBC 8103.1.1 / ASTM C-841-09, MIN. 25 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) PUSH THE PROTECTO FORM FLASH I INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX. ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH � OWK EXTERIOR )L���TlICALRECEPTACLE A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigrigroup.com AA #: 0003325 StMDIV. & LOT: KENSINGTON RESERVE (LOT 96) MODEL: SUMMERLAND (VERSION#01) PROJECT #: 0299 000 PAGE: WALL ASSEMBLY DETAILS Lil AF10irrEC" : STATE OF FLORIDA APPA t DA : 4/10/18 sc :1/4"=1'-0" �vvvvvvo, StMDIV. & LOT: KENSINGTON RESERVE (LOT 96) MODEL: SUMMERLAND (VERSION#01) PROJECT #: 0299 000 PAGE: WALL ASSEMBLY DETAILS Lil AF10irrEC" : STATE OF FLORIDA APPA t DA : 4/10/18 sc :1/4"=1'-0" WOOD SHEATHING WOOD CONSTRUCTION %' HAT CHANNEL W/ V TYPE 'X' DRYWALL WOOD SHEATHING WR5 LAYER M, - STUCCOWRAP COR APPROVED EQUAL) J' THICK, 3 COAT — CEMENT PLASTER WR5 LAYER M, STUCCOWRAP (OR APPROVED EQUGOP AL) AMIGO AM(o(p-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WR5 LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) URB LAYER 02, FORTIFI5ER BUILDING PARR (OR APPROVED EQUAL) J' THICK, 3 COAT CEMENT PLASTER AMbfb-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER 01, STUCCOWRAP L�t (OR APPROVED EQUAL) WRB LAYER 02, FORTIP15ER BUILDING PAPER (OR APPROVED EQUAL) a. 6' SELF-ADHEREING FLASHING WRAPPED a CORNER OF CANTILEVER AMIGO AM66—WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) l0A CASING BEAD DETAIL @ CANT. FINISH LAYER (2 LAYER PEEL 4 5TICK) 6' PEEL 4 STICK 0 DRIP EDGE TO DECK 1 �'XI Y4' P.T. OR SIMULATED WOOD (TREX) FILLER WOR APPROVED EQUAL), CONTINUOUS WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER V PEEL 4 STICK 0 DRIP EDGE TO DECK SUB FLOOR FULL 5HEET5 OF PEEL 4 STICK I VX1 %' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS /V' GAP FOR BACKER ROD 4 SEALANT TNIM 3 GOAT GEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD wCOMPONENTS PULLED —1 1 APART FOR CLARITY LEGEND DRAINAGE PLANE (WR5 LAYER 1, STUCCOWRAP OR APPROVED EQUAL WR5 LAYER 02 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCOJ,.a e a d d' WOOD SHEATHING SELF-ADHESIVE FLASHING EQUAL) CASING 5EA6r-v) 5/8' TYPE 'X' DRYWALL W/fiEXTURED 4 PAINTED FINISH " THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL COR APPROVED EQUAL) CASING BEAD 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, ' MIN. SPACE FROM DRIP FACE TO TREX Y' GAP FOR BACKER ROD 4 SEALANT VINYL TOR APPROVED EQUAL) CASING BEAD FATHER RESISTIVE BARRIER I WEATHER RESISTIVE BARRIER 02 t-- DECK MEMBRANE, EXTEND OVER DRIP EDGE /-3" X 3" 26 CSA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, V MIN. SPACE FROM NOTE: METAL LATH: LATH TO BE PER FBC 8103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER $Q. YARD (UTI f TY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRICTION WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 02 " TRICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/5EAM VINYL CORP. (OR APPROVED EQUAL) 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @OgIP EDGE INSTALLATION Y' GAP FOR 5ACKE� ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK SUB FLOOR - DRIP PACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CASING BEAD 1 VXI V P.T. OR SIMULATED WOOD (TREX) WATER PROOFING tat LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM BALCONY Y4" GAP FOR SEALANT 4 DECK TO CANTILEVER OPT. 5ACKER ROD J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER I WEATHER RES15TIVE BARRIER *2 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) ;1BALCONY DRIP EDGE INSTALLATION 1 D WTA v .. ........ .. ........................ stoCOMPONOdTB PULLED APART FOR CLARITY ' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENTS IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER J' THE CK, 3 COAT CEMENT PLASTER COMER BEAD FASTENED TO SHEATHING 6 1'OL. MAX. WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WR5 LAYER 02, PORTIP15ER BUILDING PAPER (OR APPROVED EQUAL) @OZIR BEAD 11 FRAME CORNER BEAD (FASTENER 4 SPACING 9 1' O.C.) CMU W THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT 12B CORNER BEAD @ BLOCK KTA COLUMN SHEATHING WEATHER RE515TIVE BARRIER *1 FATHER RESISTIVE BARRIER 02 6" SELF ADHERING 4 FLASHING PEEL 4 STICK 1 xz'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 V X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT, V MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER *1 WEATHER RESISTIVE BARRIER 02 r EXTERIOR COLUMN COLUMN SHEATHING b" SELF ADHERING 4 PLASHING 1 X"x3' 'L' FLASHING PULLY EMBEDDED IN ROOF CEMENT X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, �' MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 51DE5 OF COLUMN VINYL (OR APPROVED EQUAL) CA51NG BEAD WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER ' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER 02 4' POSIT[ VE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION COLUMN W/ 'T' FLASHING A R C H IT E C TS Design op ���. GrU 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX.407-774.4078 www.abdesigngroup.com AA #: 0003325 r � �IIIIIIIIII ,0000vvvvv, stmDrv. & LOT: KENSINGTON RESERVE (]LOT 96) MODEL& SUMMERLAND (VERSION#01) PROJECT#: 02997.000 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA APR 12 DAT t: 4/10/18 SCALE: 1/4"=is-on WA3 WOOD SHEATHING WR5 LAYER *i, STUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING WINDOW FLANGE WR5 LAYER 1, 5' (OR APPR0) WR5 LAYER *2, FORTIF15E PAPER (OR APPRO1 r " TH CEMEt 6' SELF WINGvw CASING BEAD @ WINDOW 13A; FRAME, NOBAND WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE 5ARRIER I WEATHER RESISTIVE BARRIER *2 V X 1 y¢' LAP 51DING W/6' REVEAL 6' SELF - ADHERING FLASHING STARTER STRIP PER MANUFACTURER'S INSTALLATION — INSTRUCT I ONS DO NOT CAULK OR SEAT. OPENING GALV'D METAL "Z' FLASHING STUCCO CASING BEAD SIDING TO STUCCO C BLOCK TO FRAME TRANSITION &--Al Q. W T A WOOD SHEATHING WEATHER RESISTIVE 5ARRIER M WEATHER RE515TIVE BARRIER #2 %'X 1)/4' LAP SIDING W/6 REVEAL 6' SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER' INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING GALV'D METAL "Z' FLASHING E -Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/Ys' FLEXIBLE PVC 5ACKER ROD) 6' SELF -ADHERING FLASHING Ys" THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER I WEATHER RESISTIVE BARRIER 02 �TUCCOWRAP ) EQUAL) dG =ORTIFI5ER R (OR JAL) T :R WOOD SHEATHING WR5 LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT - PLASTER VINYL TOR APPROVED EQUAL) - ANGLED CASING BEAD 6"SELF-ADHERING FLASHING DRIP CAP - WINDOW FLANGE -�— WOOD SHEATHING WR5 LAYER M, STUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER 02, FORTIP15ER At BUILDING PAPER (OR APPROVED EQUAL) METAL LATH (ExPLoDEDTHICK, 3 COAT vlEw FOR '*`� CLARITY) CEMENT PLASTER WR5 LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH ' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP CASING BEAD @ WINDOW WINDOW FLANGE 13B sc^Z. (FRAME. BAND KTA 6' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 02 STARTER STRIP PER T MANUFACTURER'S INSTALLATION INSTRUCT I ONS N 6 SELF—ADHERING FLASHING GALV'D METAL "Z' FLASHING DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z' FLASHING WOOD CONSTRUCTION 5EYOND 6' SELF -ADHERING FLASHING WEATHER RE515TIVE BARRIER M TO LAP 6' MIN. ABOVE TOP OF "Z' FLASHING WEATHER RESISTIVE BARRIER I WEATHER RESISTIVE BARRIER #2 GALV'D METAL 'Z' FLASHING Do NOT CAULK OR SEAL OPENING WEATHER RESISTIVE BARRIER M TO LAP 6' MIN. ABOVE TOP OF 'Z" FLASHING 6' SELF—ADHERING FLASHING WEATHER RESISTIVE BARRIER M BEAD VINYL (OR APPROVED EQUAL) CASING (W/YS' FLEX15LE PVC 5ACKER ROD) WEATHER RESISTIVE BARRIER *2 SIDING TO STUCCO @ FRAME TO FRAME TRANSITION LEGEND DRAINAGE PLANE (WR5 LAYER M, STUCCOWRAP OR APPROVED EQUAL) WR5 LAYER *2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH x X X X STUCCO 1 O WOOD SHEATHING SELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH To BE PER FBC 8103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT— WINDOW FRAME — WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP IX TRIM MEM5ER g STUCCO TO SIDING TRANSITION SIDING—, �m f TO r qm '• F ' THICK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING 'Oe LAYER M, STUCCOWRAP WR5 LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CASING BEAD 6' SELF ADHERING SIDING TO STUCCO FLASHING OR PEEL 4 STICK 8,_ CASING BEAD Kra r c�oee-e�cr�u WOOD SHEATHING METAL LATH WR5 LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) THICK, 3 GOAT CEMENT PLASTER ANGLED CASING BEAD VINYL (OR APPROVED EQUAL) CASING BEAD r , r til~ 11,00 —0 r 1, .— CASING BEAD @ RAISED @,,_AN�D,_TFRAME ' THICK, 3 COAT CEMENT PLASTER -A' C%6PMr ' METAL LATH SEALANT METAL LATH TO WINC00W WR5 LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WR5 LAYER 02, FORTIF15ER WINDOW FRAME / UI 5 LD ING PAPER —1 X.. _-- (OR APPROVED EQUAL) \--WR5 LAYER M, STUCCOWRAP A E -Z READ VINYL lOR (OR APPROVED EQUAL) APPROVED EQUAL) CASING (o' WIDE PEEL 4 STICK (W/V FLEXIBLE PVC BACKER OVER FLANGE 0 op, ROD INCLUDED) E -Z BEAD VINYL WR5 LAYER', STUCCOWRAP 2X FRAMING (OR APPROVED EQUAL) CASING (OR APPROVED EQUAL), (W/Y8' FLEXIBLE PVC BACKER ROD MEMBER WRAPPED AROUND FRAMING INCLUDED) —T MEMBER APPLY FULL BED OF 6' SELF ADHERING FLASHING SEALANT BETWEEN a WOOD SHEATHING FLANGE 4 BUILDING WRAP DETAIL EXPLODED FOR CLARITY BEAD WINDOW CASING A R C H IT E C TS Design Group ���. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 StMDIV. & LAT: KENSINGTON RESERVE (LOT 96) MODELA SUMMERLAND (VERSION#01) PROJECT : 02997.000 PAGE: WALL ASSEMBLY DETAILS AMMr-cT: STATE OF FLORIDA 9P9�/ �1p�B DA!#C: 4/10/18 i C : 1/4"=1'-0" 8HMET \000000000 StMDIV. & LAT: KENSINGTON RESERVE (LOT 96) MODELA SUMMERLAND (VERSION#01) PROJECT : 02997.000 PAGE: WALL ASSEMBLY DETAILS AMMr-cT: STATE OF FLORIDA 9P9�/ �1p�B DA!#C: 4/10/18 i C : 1/4"=1'-0" 8HMET CUT HOU5EWRAP AT 45 ° ANGLE MODIFIED "I" CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL TEMPORARILY FOLD IM it SECURE HOUSEWRAI: P UNDER) at STEP 1 WINDOW FLASHING INSTALLATION DETAILS 18 Kra (FULL WRAP (FRAME) WALL FLASH 8A f,�t DETAIL G INSTALLATION FOLD HOUSE IN AT JAMBS SLOPE SILL R EXTE INSTALL 6" SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN I' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN AMn-'r OSI MU (01 MIA -) SEALANT I WIN000cm JOMt. FLUID APPLIED PLATA 41NCs (LANGO U41TE-SEAL MC -8635 OR 3ECI AL) ALIGN FLEXIBLE SELF -ADHERING LASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED DOES. (CAP NAILS, STAPLES) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL alLr v 6' 5ELF-ADHERING OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING 1' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 346" NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE - PUNCHED DOLES OR 5LOT5. SUPER STRETCH BUTYL FLASHING STEP 3 X61 VEIL END DAMS REQ'D. AT EACH END OF SILL ISEWRAP DOUN 4 DIAGONAL CUT 4 DEAD OF WINDOW INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND TTN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM li%;%uNhw STEP 4 STEP 8 INSTALL WINDOW PLL LEVEL AND SQUARE I MANUFACTURERS WRIl INSTRUCTI APPLY MEM5RANE FLASHING OVER JOINT INSTALL b"WIDE ADHESIVE HACKED FLEXI6LE FLASHING MATERIAL OVER DRIP CAP JOINT 1PR07EC?0-WRAP 5t-20XL OR APPROVED EQUAL) STEP 5 NOTE: 1. IT 15 THE CONTACTORS RE SPONS 1 B I LTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCT I ON. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PN: 407-774-6078 FAX:407-774-4078 www.abdesigrigroup.com AA #: 0003325 stmDrv. ad L+OT: KENSINGTON RESERVE (IAT 96) MODEU SUMMERLAND (VERSION#01) PROJECT #: 02997.000 PAGE: WALL ASSEMBLY DETAILS AI10HITEC D STATE OF FLORIDA iz ?oo DA : 4/10/18 sc :1/4"=1'-0" SHMET WA5 �Illillllll .00vvvvovoJ stmDrv. ad L+OT: KENSINGTON RESERVE (IAT 96) MODEU SUMMERLAND (VERSION#01) PROJECT #: 02997.000 PAGE: WALL ASSEMBLY DETAILS AI10HITEC D STATE OF FLORIDA iz ?oo DA : 4/10/18 sc :1/4"=1'-0" SHMET WA5