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3713 Crawley Down Lp 18-4427 Plans New construction SFH
0 VERSION 01 Rt(_0Iw COPY FOR: REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER t I4 -I_` DATE _SANFORD BUILDING DIVISION A PERyiIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SEr ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING TI CONSTRUCTION OR VIOLATIONS OF THIS CODE I OMPACTION TEST REQUIRED Results to be Verified at Stab Inspection �vILDI,yG, SANFORD ' OFpARTc'��fi ryanhomes cCYI #18-G427 • STATE of FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: ABV ABOVE LAV. Lr1VA"CORY DATE DESCRIPTION SHEET � DESCRIPTION . i RYAN HOMES — ORLANDO • FLORIDA BUILDING CODE RESIDEN`T'IAL rvc AIR CONDITIONING LUXL LUMINOUS 4307 VINELAND ROAD, SUITE 102 (FBCR), 6TH EDITION(2017) ALT. ADJUSTABLE E N11F NIANUFACTUREREDICINE Er ALT. ALTERNATE MF'R. b1r1NUFACTURER ORLANDO, FL 32811 ANIP. AibIPERAGE MIN. MINIMUM CS COVER SHEET • ALL LOCAL AND STATE CODES BD. BOARD NITD. m1oUNrED GN GENERAL NOTES RYAN HOMES — TAMPA CL CENTERLINE NIFL. NIETAL 1 FRONT & REAR ELEVATIONS — ELEV. "L" 1409 TECH BLVD., SUITE 202 CAB. CABINET N.T.s. NOT 'TOSCALE • OCCUPANCY — RESIDENTIAL, GROUP R3 CLG. CEILING O.C. ONOENTER 2 LEFT & RIGHT ELEVATIONS —ELEV. "L" TAMPA, FL 33619 • CONSTRUCTION TYPE — VB CLR. CLEAR PL PROPERTY LINE 3 FIRST FLOOR PLAN CONI. CONCRETE Y.B. Yusrl BurroN 4 SECOND FIyOOR PLAN • MIN. INTERIOR FINISH — CLASS C GOND. CONDENSER PH. PHONE 5 FOUNDATION PLAN • STATE OF FLORIDA • BASIC WIND SPEED — VULT = 150 MPH CPT. CARPEr PLT. PLATE 5A FOUNDATION DETAILS VASD = 116 MPH C: T. CEIUMICTILE PLYWD. PLYWOOD 5B DOWEL PLAN PROFESSIONAL ARCHITECT: D. DRYER PR. PAIR • RISK CATEGORY — II DBL. DOUBLE P.T. PRESSURETREATED 5C LINTEL PLAN (LOTT'S) • EXPOSURE CATEGORY — EXPOSURE C D.G. DUAL GLAZED R. RISER 5D LINTEL PLAN (CAST—CRETE) JAMES CANTWELL DIA. DIAMETER RAD. RADIUS 5E LINTEL PLAN (QUALITY PRECAST) AR NO. 12079 • 1—STORY RESIDENCE DR1111. DIMENSION R.A.G. RETURN AIR GRILL 6 FIRST FLOOR FRAMING PLAN • 2—STORY RESIDENCE — MAX. HEIGHT AS PER DISP. DISPOSAL A.B. DESIGN GROUP, INC. LOCAL AND STATE CODES DP. DEET' REF. REFRIGERATOR 7 SECOND FLOOR ROOF FRAMING PLAN DR. DOOR RhN1. Roots 8 ENTRY FRAMING DETAIL 1441, NORTH RONALD REAGAN BLVD. D.S. DOWNSPOUT R.O. ROUGH OPENING 9 FIRST FLOOR ELECTRICAL PLAN BIL. DETAIL S.D. SMOKEDErECTOR 9.1 SECOND FLOOR ELECTRICAL PLAN LONGWOOD, FLORIDA 32750 WIND SPEED & EXPOSURE CATEGORY D.W DISHWASHER S.H. SINGLE HUNG EA. EACH SLIT. SHEET Fax: (407) 774-4078 Tel: (407) 774-6078 COMMUNITY �� D1 SECTION DETAILS BY C OMM V NI T 1 ELEV. ELEVATION SHWR. SHEATHING EQ. EQUAL srnvR. SHOWER D2 SECTIONS/DETAILS �I�r �7 /� CONTRACT /' T r EXH. EXHAUST SL I. SHMILAR D3 SECTIONS/DETAILS DRAWING / CONTRACT DOCUMENT EX'r. EXTERIOR SL. SLIDING D4 SECTIONS/DETAILS ASTURIA 150—C F.G./FX. FIXED GLASS SL. GL. SLIDING GLASS REVIEW BY BUILDER F.G. FUEL CAS STD. STANDARD D5 SECTIONS/DETAILS AYERSWORTH GLEN 150—B FIN. FINISH TEMP. TEMPERED GLASS FLR. FLOOR THx. THICK Dl SECTIONS/DETAILS THE BUILDER ASSUMES ALL LIABILITY FOR BAYBERRY WOODS 150—B FLUOR. FLUORESCENT r.o.c. rorOFCURB D2 SECTIONS/DETAILS FR. DR. FRENCH Doox r.o.P. roP of YLA'rE D3 SECTIONS DETAILS INTERPRETATION OF THE CONTRACT DOCUMENTS. CARRIAGE POINT 150—B FTG. FOOTING r.os. roPOFSLAB SECTIONS/ DETAILS GAUGE "Y'.'rYYICAL D4 SECTIONS/DETAILS CHAMPION'S RESERVE 140—B GAR.DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED D5 SECTIONS/DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS CREEK SIDE 140—B O.F.I. GROUND -FAULT CIRCUIT arr1ERW1SE D6 SECTIONS/DETAILS INTERRUPTER V.Y. VAPOR PROOF D7 WINDOW SCHEDULE DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR CYPRESS PRESERVE 139—C GL. GLASS W. IV, ER wAl WALL ASSEMBLY DETAILS AND IN NEED OF FURTHER DETAILING OR GYP. BD. GYPSUM BOARD W WITH WA2 WALL ASSEMBLY DETAILS CYPRESS RIDGE 140—B H.B. HOSE BIB WD. WOOD WA3 WALL ASSEMBLY DETAILS EXPLANATION IN ORDER `I'0 BUILD THIS PROJECT H.C. HOLLOW CORE WDW. WINDOW BASED ON PHIS DRAWING SET, THE CORRECT HAMILTON GARDENS 140—B HDR. HEADER W/H WATER HEATER WA4 WALL ASSEMBLY DETAILS PROCEDURE IS FOR THE BUILDER TO SUBMIT A HIGHLAND MEADOWS 140—B I lrr I SUrrr W.I. WaoucrrrlxoN WA5 WALL ASSEMBLY DETAILS INSUI. UL. INSULA"CION WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO HIGHLAND PLACE 140—B INT. INTERIOR THE ARCHITECT OR ENGINEER FOR CLARIFICATION. KENSINGTON RESERVE 140—B AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN LAKES AT LUCERNE 140—B SQ.FT. CALL.$ RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY LUCAYA LAKE CLUB 150—C MANNER. AB DESIGN GROUP TAKES NO McCORMICK RESERVE 140—B RESPONSIBILITY FOR INTERPRETATIONS OF, OCOEE PINES 140—B 15T FLR LIVING 904 SQ, FT. CONSTRUCTION BY THE BUILDER WHEN NO RFI's ORCHID ESTATES 140—B 2ND FLR LIVING 1,265 SQ. FT. HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF' OSPREY LANDING 150—C THE CONSTRUCTION BASED ON THE DRAWING SET. OVERLOOK AT GRASSY LAKE 140—B TOTAL LIvING 2,169 6Q. FT. THESE PLANS ARE DESIGNED AND ENGINEERED FOR PLEASANT HILL 140—B ENTRY 40 5Q FT A WIND SPEED AND EXPOSURE CATEGORY OF 150—C SERENOA 140—B GARAGE 449 5Q. FT. RESPECTIVELY. IN THE CONDITION THAT `PHIS HOME SHADOW RIDGE 140—B LANAI 260 SQ. FT. IS BUILT IN A WIND SPEED AND EXPOSURE SOU`I'HFORK LAKES 150—B CATEGORY LESS THAN 150—C, PLEASE REFER TO SUMMERWOODS (WILLOW BEND) 150—C TOTAL 2,915 5Q. FT. GENERAL NOTES SHEET (GN), SECTION TIMBER, VICTORIA TRAIL 140—B NOTE 20 FOR EXTERIOR STUD SPACING. A R C H I T E C T S Design Grou Inc. 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 #135) MODEL: LARGO (VERSION#01) PROJECT#: R2065.135/00001 PAGE: COVER SHEET ARCHfrECT: STATE OF FLORIDA Da/rp: 10/11/18 5�+►LE: 1/4"=1'-0" CSOF 9 I Wo ter, O v v� E O L L SUBDIV. & LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT#: R2065.135/00001 PAGE: COVER SHEET ARCHfrECT: STATE OF FLORIDA Da/rp: 10/11/18 5�+►LE: 1/4"=1'-0" CSOF 9 I Wo ter, GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A. FLOOR LIVE LOADS IPSF) A.I. SLEEPING ROOMS 30 A.2. ATTICS WI STORAGE 20 A.3. ATTICS W10UT STORAGE 10 AA POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 Al. STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS IPSF) 6.1. ALL AREAS 10 C. ROOF LIVE LOADS _ 0.1. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE M01.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD IPSF) D.1. FIBERGLASS SHINGLES 17 D.2, CONCRETE TILES 25 E. WIND LOAD CRITERIA E.I. BASIC WIND SPEED VULT. = 150 MPH, VASO =116 MPH E.2, EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS 10.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) F.I. GUARDRAILSANDHANDRAILS 200 F.2, GUARDRAILS INFILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) 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 AREFOUND 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER' NOTE ON COVER SHEET (CS). 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN 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" A.F.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). 13. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 14. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 15. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOORCEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 16. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 17. CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 66TH 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 PRIVATE GARAGE DIRECTLY INTO ROOM 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 1 318 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 R302.6.2: 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 AREA BY NOT LESS THAN''/: -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN Y INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. 2. 3. 4. 5, 6. 7. 8. 9. 10. 11. 12. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 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 V-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 MODIFIEDACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TOA DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y, THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, ALL BACKFILLAT 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. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF 3'-0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN AFLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING 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 W. 4. PROVIDE 6% AIR 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 '/<'. 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. CONTRACTOROWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY 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 530/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 F'm =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 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN A INCH AND NOT MORE THAN Y4 INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE 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 AND/OR 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 112 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kglm3) 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 OFAT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK 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 a" B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.1. #5, W31 OR 031 AND SMALLER 7" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.1. #11 AND SMALLER %^ D. BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1%" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TOACCOMMODATE 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 SUCH A 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 EFFICIENT 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. �uenr!!n 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.I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PATE CONNECTED WOOD TRUSSES (TPI -2007) _. APA - THE ENGINEERED WOOD ASSOCIATION: E.I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE 02 (MIN.) MACHINE GRADE LUMBER, UNO, A. Fb =1,100 PSI Fv=175 PSI E =1,400,000 PSI 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 MINIMUM 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 (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE -1 OR 1/2' COX 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 518' COX PLYWOOD OR 15132" APA -RATED 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 3/.' 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 7/1"6' OSB EXPOSURE -1 OR 1/2" COX PLYWOOD OR 15132" APA -RATED O.S.B. OR 112 " 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 #2. 14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS 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. AB 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. a TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI7TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1240. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT, ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS 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 FLOORICEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9M'). MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 6-0" WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 15OMPH/B 15OMPH/C 16OMPH/C 2x4 STUD SPACING @ 16" O.C. @ 16" O.C. @ 12" O.C. @ 16" O.C. @ 12" O.C. N/A 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. 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. ni I IIIOnI\I^ 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. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA 6137.5 PER R2906.4 FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. ` PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY V PER 100' OF LINE WITH EVERY 10'F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. 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'S/<' PVC (SCHEDULE 40), INSULATED WITH Y? AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM N' PVC (SCHEDULE 40), INSULATED WITH Y' '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 (2017). 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) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH %" 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 LIMITED 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 - i IAAND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM -C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -C-1063 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 GROUP'S 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: 05/18/18 A R C H IT E C T S OFDesi n GI �UPInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 STJBDIV. & LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT#: R2065.135/00001 PAGE: GENERAL NOTES ARCHITECT: STATE OF FLORIDA OCT 1 DA�/TE: 10/11/18 SCALE: 1/4"=1'-0" SHEET GNOF 9 �IIIIIIIIII �m�0�■�00�J STJBDIV. & LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT#: R2065.135/00001 PAGE: GENERAL NOTES ARCHITECT: STATE OF FLORIDA OCT 1 DA�/TE: 10/11/18 SCALE: 1/4"=1'-0" SHEET GNOF 9 - 4' WIDE 4" RA15ED BANDING (TYP.) HEADER DETAIL 1 SCALE: 3/4 • I' V WIDE RAISED BANDING (TYP.) +1 I BANDING DETAIL 2A-- 3/a • 1'-0' N m SHUTTER DETAIL 3 SCALE: 3/4.1'-0' 2'-a- ( '-8' BASE DETAIL 4 SCALE: 3/4.1'-0' ATTIC VENT CALLS CALLS AREA OF ATTIC 93 SQ - FT -NET FREE VENTILATION AREA REQUIRED (1/150) 0.62 SQ.FT. REQUIRED VENTILATION AREA (0.62 x 144) 89.3 SUN. SOFFIT VENT VENTILATION PER LF 11.74 SQ-IN./LF REQUIRED LF OF SOFFIT VENTILATION 8LF SOFFIT VENT VENTILATION PER LF PROVIDED LF OF SOFFIT VENTILATION 43 LF 2ND FLOOR ATTIC VENT CALLS AREA OF ATTIC 1250 SQ. Fill. NET FREE VENTILATION AREA REQUIRED (1/300) 4.17 SQ.FT. REQUIRED VENTILATION AREA (4.17 x 144) 600.0 SQ.IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 600.0) 300.0 SUN. OFF RIDGE VENTILATION AREA 115 SQ.IN./VENT SOFFIT VENT VENTILATION PER LF 11.74 SQIN./LF TOTAL # OF VENTS REQUIRED 2.61 TOTAL # OF VENTS PROVIDED 3 REQUIRED SQIN VENTILATION IN TOP OF ROOF 300 SQIN. REQUIRED LF OF SOFFIT VENTILATION 26 LF PROVIDED LF OF SOFFIT VENTILATION 151 LF LANAI ATTIC VENT CALCS AREA OF ATTIC 300 SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/150) 2.00 SQ - FP -REQUIRED VENTILATION AREA (2.00 x 144) 288.0 SUN. SOFFIT VENT VENTILATION PER LF 11.74 SQ-IN./LF REQUIRED LF OF SOFFIT VENTILATION 25 LF PROVIDED LF OF SOFFIT VENTILATION 50 LF 5HINGLE6--, 12 5 � 1 4' IUIDE RA15ED BAND (TYP.) 1 J 1 18'-8 3/4" 2ND BRCS. HGT. _ �I �� I� I� �� 618'-,5 3/4" 2ND E3RG. HC�T. UJ/ a" HEEL _ W/ -5" HEEL 4' WIDE RA15ED BAND _ (TYPJDECO SHUTTER FM I HARDIE 51DING INSTALLED PER e I - MANUFACTURES SPECS. © © : a C ITT, - Ed 4' TRIM BOARD (TYP) 4 FRONT ELEVATION SCALE: 1/4 = I'-0' ELEVATION 'ELL' 18'-0 3/4' 2ND E3FG. HGT.: U1/ 8" HE; -=I -'F HARDIE 51DING INSTALLED PER MANUFACTURES SPECS. 10'-a 3/4' 2ND F.F., '3'-4" BRC.. HC -.T. 8'-0" HDR. HCzT,h I'-0" 0'-0" FIN. FLR.,, _ ___Ll_ - REAR ELEVATION SCALE: 1/4 = I'-0' ELEVATION 'ELL' 3/4" 2ND BRC;. HGT. YW/ a" HEEL 'TRIM BOARD (TYP.) 10'-S 3/4" 2ND F.F. �9'-4' BRC;. HC.T. ,�,V-0" HDR. HC3T, TEXTURED CEMENTIOUS COATING PER (ASTM C926)(TYP) �0'-0" FIN. FLR. A R C H I T E C T S 4GDesignGroulslnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r 10'-8 3/4" 2ND F.F. _ - - 10'-8 3/4" 2ND F.F. - '3'-4" 5RCx. HCzT. – — — — ,`9'-4" BRCS. HGT, 6' WIDE RAISED BAND (TYP) ` ❑ TEXTURED CEMENTIOU5 _ COATING PER (ASTM C92(o) (TYP) co 6' RA15ED BAND (TYP.) STONE VENEER r 71 " .. STONE VENEER FIN. FL.0' �"IIIIIIII -0" FIN. FLR.-0" 0' 4 FRONT ELEVATION SCALE: 1/4 = I'-0' ELEVATION 'ELL' 18'-0 3/4' 2ND E3FG. HGT.: U1/ 8" HE; -=I -'F HARDIE 51DING INSTALLED PER MANUFACTURES SPECS. 10'-a 3/4' 2ND F.F., '3'-4" BRC.. HC -.T. 8'-0" HDR. HCzT,h I'-0" 0'-0" FIN. FLR.,, _ ___Ll_ - REAR ELEVATION SCALE: 1/4 = I'-0' ELEVATION 'ELL' 3/4" 2ND BRC;. HGT. YW/ a" HEEL 'TRIM BOARD (TYP.) 10'-S 3/4" 2ND F.F. �9'-4' BRC;. HC.T. ,�,V-0" HDR. HC3T, TEXTURED CEMENTIOUS COATING PER (ASTM C926)(TYP) �0'-0" FIN. FLR. A R C H I T E C T S 4GDesignGroulslnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r �"IIIIIIII SUHDIV. & LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT#: R2065.135/00001 PAGE: FRONT & REAR ELEVATIONS ELEV. "L" ARCHITECT- STATE OF FLORIDA OCT 1 MOB DTE: 1Q/11/18 SCALE: 1/4"=1'-0" SHEET 1 OF 9 13'-3 3/4" 2ND E3RCz. HGT.� UJ/ 3° HEEL 12 3� 10'-3 3/4" 2ND F.F. 9'-4" 5RG NC-T�-- - - - - 12 5 OFF -RIDGE VENT 13'-3 3/4" 2ND 5RG. HGT. MARDI El INSTAL MANUF 4' TR LO 12 12 0. 3'-0" HDR. HGT.� I _ - - - - - _ - - - - - - - - - - ; OPEN TEXTURED CEMENTIOUS COATING PER (ASTM C926) (T7P) 0'-0" FIN, FLR. LEFT�EILEVAT10 SCALE: 1/4 = I'-0" ELEVATION 'ELL" OFF -RIDGE VENT OFF -RIDGE VENT 12 �21 5 18'-3 3/4" 2ND 5RG. HGT. U.l 3" HEEL - - - - - - - - - - - - - - - - - - - - - 11-0 HARDIE SIDING INSTALLED PER MANUFACTURES SPECS. 4' TRIM 130AW (T7PJ 10'-3 3/4" 2ND F.F. _ ' 4° G f/__ --------- GT --------------- - - - - - - - - - 9 5R 3'-O" HDR. HGT.h - - - - - - - - - - - - - - - - - - - - - - CTEXTURED CEMENTIOUS 2,-0' COATING PER (ASTM 0926) - _ (TTP) 0'-0" FIN, FLR. RIGHT IELIP-11,VATIfN SCALE: 1/4 = I'-0' ELEVATION 'ELL' OPEN J I _ UJ/ 5 {EEL E SIDING LED PER ACTURES SPECS. IM 50ARD (T7PJ 10'-3 3/4" 2ND F.F. oa'-0" HDR. HGT. FIN. FLR. - 13'-3 3/4" 2ND SRG, HGT. 3 OW1 " HEEL 12 3 0" __,10'-O 3/4" 2ND F.F. SRG. HGT. o8'-0" HDR. HGT. COPEN r - -- ,t0'-0" FIN. FLR. ___)A R C H I T E C T S Design Grou �nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 g'oup.co m 3325www .) r .�o�ommm� SUBDIV. & LOT - KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT: R2065.135/00001 PAGE: LEFT & RIGHT ELEVATIONS ELEV. "L" ARCHITECT STATE OF FLORIDA OCI12NV? DA": t -/11/18 SCALE: 1/4"=1'-0" SHEET 2 OF 9 i SQ.FT. CALC.'S 15T FLR. LIVING 904 5Q. FT. 2ND FLR. LIVING 1,265 SQ. FT. TOTAL LIVING 2,169 SQ. FT. ENTRY 40 SQ. FT. GARAGE 445 SQ. FT. LANAI 260 SQ, FT. TOTAL 2,918 5Q. FT. EXTERIOR MASONRY WALL BRG. HEIGHTS 1111111111111 V-4' BRG. LOAD BRG. WALL NON -15R3. WALL COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUM CALLf SOUARE WK/DR ZONE 150 MPH WIND FOOTAGE DESIGNATION 1 112 16'-01 5 24.80/-30.16 WRAP TO 1'-8' AFF. NGD1-0 WRAP TO 1'-8' AFF. 2 24 3080 DR 4 21.15/-36.05 3 ll 25-51-1 4 28.45/-30.95 3A Il 25 -SH 5 28.45/-31A(o 35 33 (2) 25-6H 5 21.13/-34.80 4 64 6080 SGD 5 2631/-3330 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=150 / VA5D=116 MPH B. INTERNAL PRESSURE COEFFICENT=+ .18 C. RISK CATEGORY=TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBGR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0Ao TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: 1. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS 2'-0' FROM THE FINISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY 3 1/2' 1'-2' 2'-0' D51. TOP N PL4 TE � m m 1x4 WOOD FRAMED s 16' O.C. � CABINET SECTION f FIRST FLOOR PLAN SCALE: 1/4 = I'-0' ELEVATION 'L' r _�:_7 A R C H I T E C T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONG W OOD, FL 32750 PH: 407-774-6078 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT#: R2065.135/00001 PAGE: FIRST FLOOR PLAN ARCHITECT STATE OF FLORIDA OCT 1 2 '" DA' 10: 10./11/18 S CI&LE: 1/4"=l — 0" SHEET 3 OF 9 26'-O' Xb P.T. POST W/ WD, X& P.T. POST W/ WD. WRAP TO 1'-8' AFF. WRAP TO 1'-8' AFF. LANAI BOX BEAM TO MATCH I X BEAM TO MATCH COLUMN WIDT I I COLUMN WIDTH 26'-0'X10'-0' I I I Q = I _ r I r m Q I TDOOR KITCHEN GOND. I I ROUGH -IN (FIELD I I VERIFY LOG.) I I (2) 25-6H 6080 cD I I ■ WIN ■ ■ ■ ■ ■ ■ ■ ■ ------ N - Ul N 3A ■ - — Q HB GREAT ROOM 28' -4'x15' -O' — � ■ m4'-6" u� `' O 5'-2" ■ X6 POST 9'-0" 5'-6°5' IC" 4X6 POST — LT BW LBW = ------------------ T — ■ � � 4 -SH — L — — — — ---� �, PANTRY ■ - �, I Cl PED SINK — — — — — F\ __ �� , _ J co PDR I =� o o i �)C r — m 8'-8' CLG. 2 a l i `.I — °� TIT SINK = 4 — — � KITCHEN ABINET cOIII — ® cLG. CROWN MLDG. N a slll MUD ROOM W% T I T V-4' CLG. Q i ■ — — 7 N RANGE F OPT. -j — T FOYER i --REF.--' V ■ BL. STUD M.T. - — B ■ u — � o z _ N ■ Q - - ry N 2 CAR GARAGE ■ 20'-O'x2O'-4' 6 `� V-4' CLG. ■ ■ L ING O In 101 1 1 M.T. 6'-8" — 4'-0" — 4 ENTRY — — V-4' CLG. — €■ - p ■.■ Q — HB Q Q — STONE— VENEER o — — — — — — — — — — — — — LINE OF 2ND FLOOR ABOVE --------- - 16'-0' X 1'-0' OHGD — Q slim, Ims I ■ TONE 4" 1'-4" 2'-8" 16'-0" 2'-8° VENEER 21'-4" 301-01 FIRST FLOOR PLAN SCALE: 1/4 = I'-0' ELEVATION 'L' r _�:_7 A R C H I T E C T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONG W OOD, FL 32750 PH: 407-774-6078 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT#: R2065.135/00001 PAGE: FIRST FLOOR PLAN ARCHITECT STATE OF FLORIDA OCT 1 2 '" DA' 10: 10./11/18 S CI&LE: 1/4"=l — 0" SHEET 3 OF 9 COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL4 SOUARE WK/DR ZONE 150 MPH WIND FOOTAGE DESIGNATION 3050-614 I 15 EGRE65 5 28.65/-31.85 IA 15 3050-$H 4 28.65/-31.14 EGRESS IB 15 3050 -SH 5 28.65/-31.85 TEMP 2 15 3050-614 4 28b5/-31.14 TEMP,EGRE55 3 15 3050-6H 4 28.65/-31.14 TEMP 4 15 3050-614 5 28.65/-31.85 EGRESS 4A 15 3050-5H 4 28.65/4.14 EGRE55 5 12 3040-6H 5 291D8/ 38.10 TEMP 6 15 3050-5H 4 28.65/-31.14 EGRESS WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=150 / VA5D=116 MPH B. INTERNAL PRESSURE COEFEICENT=+ .IS C. RISK CATEGORY=TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED, FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.b TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: I. PRIOR TO DRYUTALL INSTALLATION ON ALL FRAMING MEMBERS 2'-0' FROM THE FINISH FLOOR U11LL BE SPRAYED AND TREATED UJ/ 'BORATE' A TERMITE TREATED SPRAY 3/4' T4G SUB FLOOR GLUED 4 SCREWED PER NAILING SCHEDULE PRE -ENG. FLR TRUSSES PER TRUSS PLAN (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE 2x12 STRINGER TO SOLID NAILING W/ 12d NAILS TO BE NAILED FROM BACKSIDE W.I.C. \ 10' ; in \\ o a FOYER \ \ \ 1 1/4' PWDR. \ MAX \ t X \ m4 \ r � STAIR DATA: \ \ 17 RISERS ®7.57" \ 16 TREADS ®10" +1" NOSING \ 2x6 LANDING 2x4 P.T. PLATE SECURE W/ IOd GUT ----I NAILS 16' O.G. MAX. STAIR SECTION: 9'-4" ERG. IST. 3CALE: 1/2 = I'-0' 10'-5 3/4' 2ND, FIN. FLR. Y hV-4' BRG. HT. Y -42' HIGH RAILING (3) 2x12 SYP STRINGERS SECURED W/ 12d NAILS m 6'-8' O.G. ,,-2x12 S.Y.P. TREAD /-2x4 RE-INFORCING a EA. 2x12 STRINGER �- J' KICKPLATE -2x12 STRINGER TO SIT ON LANDING (BEYOND) 3/4' T4G SUB FLOOR GLUED 4 �—NAILED PBL. 2x6 LEDGER SECURED TO BLOCK W/ 3/16' TAP CONS MIN, 1 1/4' EMB. ® 24' O.C. STAGGERED � 0'-0' FIN. FLR F a a SECOND FLOOR IFIL SCALE: 1/4 = 1'-0' ELEVATION 'L' A R C H I T E C T S �Dus�'n I 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 .. ,. FAX:407-774-4078 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT#: R2065.135/00001 PAGE: SECOND FLOOR PLAN ARCHITECT STATE OF FLORIDA OCT 1 7 113 1 DA: 10/11/18 s :1/4"=1'-0" 71iEET 4"' OF 9 SECURE STRAP A/C UNITSIMPSON UJB ROLL TO CONC. UJ/ (2) STRAP OR EQUAL 3/16'x2' TAPCONS l3) "5 REBARS EA. b 3 1/2' THICK --,/, HICK SECURE STRAP CONC. SLAB TO UNIT UJ/ (2) *Sxl 1/4 SHEET METAL SCR r=UJS A/C CONNECTION TO PAD DETAIL E i r 24'; W/ R W/ 301-01 FOUNDATION PLAN - SCALE: 1/4 = I'-0" NOTE: A/C LINES FROM UNIT TO CONDENSER TO BE RUN UNDERNEATH SLAB OR OVERHEAD PER FIELD CONDITIONS 30'-0" W/ Y VER A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 24'x24'xl2' CONC. FTG. 4' �" 2 '-0" l3) "5 REBARS EA. b ON CHAIRS MIN. 3' Cc (4-TYP) n L_ FF 8 S 8 5A 5A I r -I EXTEND END p OF PVC. CHASE C3 1/2' CONC. g = 5A r Q , 5A 3 0 — 6' UP 12' ABOVE cD 5LA5� Q' CONC. SLA5 I /–OUTDOOR KITCHEN COND\� i I 4' PVC CHASE ROUGH -IN (FIELD I ���IIIIII'� -STEM UP TO VERIFY LOC.) B 2ND. FLR A/C *-3 Y 1/2' r I 3 1/1' CCNC, REINFORCED ■ W/ 6'x6'-WIA x W.4 ON 6 -MIL POLY ETHYLENE ?j'_(Ij' FIN. ELEV. ■ VAPORBARRIER A ` IIEL(BORA-ACRE GLEAN FILL 'f FIN, CONC. SLAB I 2 HB . I ��� (BORA-CARE SYSIEM) 5A 5A 24'x24'xl2CONC. T. ` 24'x24'xl2' CONC. FTG. W/ (3) 15 REBARS EA ■ 9B WAY ON CHAIRS MN. 3' ` \ I W/ (3) "5 REBARS EA. ® E 5A COVER \\ WAY ON CHAIRS MIN. I 5A 2'-1 1/2" 3' COVER I v9'-10" ` ` l'-2 1/2" 6'-0" I' PVC CHASE FOR ` ■ L_ —L ELEC. e ISLAND ■ \ I�� ■ � Q PED _______________- I� I r-- �� SINK -�- I 5A I c0 i11. it )d 1 2 c0 m 2 BA 9B LL_ JL_JJ 5A SINK Nv ■ fr�")�' � 9B J ■ RANGE = - F---- -- — `\ B I I I 5A I �_" ■ I �I OPT. - REP.� i SLAB 1 1/2' I N -5 1/2" 3'-0' 9" 2' -aa I� Hl' 4 4.. ICE MAKER 2[) ■ I I 5A RCUGH-IN 5A 5'_0" 3'-4" ^" 8" 20'-8" I 5A ■ I 5A I EXTEND ■ L _ SLAB 11/2' 5A - � 3 IR' CONC., REIt�ORCED I � � , ® ® ■ IN IN -, W/ 6'x6'41.4 x UA ON b -MIL POLY ETHYLENE I VAPOR BARRIER ON 5 -3 1/2' ' WELL -COMPACTED CLEAN FILL v I (BORA-CARE SYSTEM) 5A I &A w � 5A p I ■ � �® ® I 31/2' I HB 8 CONC. 5 q SLAB J ■ ■■ ■■ ■ 24'x12' CONC. FTG. 5A 3) S REBARS EA Y ON CHAIRS MIN. 3' COYER 2' 8" l0'-0" 2'-3" o" 3'-2" 21'-4" FOUNDATION PLAN - SCALE: 1/4 = I'-0" NOTE: A/C LINES FROM UNIT TO CONDENSER TO BE RUN UNDERNEATH SLAB OR OVERHEAD PER FIELD CONDITIONS 30'-0" W/ Y VER A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SiJBDIV. 8e LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT##: R2065.135/00001 PAGE: FOUNDATION PLAN ARCHrFECT- STATE OF FLORIDA OCT 1 2 218 DAVE: 10/11/18 S %ALE: 1/4"=1'-0" SHEET 5 OF 9 ���IIIIII'� SiJBDIV. 8e LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT##: R2065.135/00001 PAGE: FOUNDATION PLAN ARCHrFECT- STATE OF FLORIDA OCT 1 2 218 DAVE: 10/11/18 S %ALE: 1/4"=1'-0" SHEET 5 OF 9 TEXTURED CEMENTICUS COATING PER (ASTM 0926) (TYP.) (U 5 REBAR VERTICALLY W/ CCNC. POURED CELL TEXTURED CEMENTIOUS COATING (U 5 MBAR VERTICALLY W/ R-13 INSULATION MIN. 0) 5 REBAR VERTICALLY W/ CONC. R -4J INSUL. MIN. _ = TEXTURED GEMENTIGUB COATING (IJ 5 MBAR VERTICALLY W/ CONIC. PER (ASTM C926) (TYP.) R-13 INSULATION MIN. -- CONIC. POURED CELL _ R-4.1 INSULATIGN - POUND CELL STUDS I6' O.C. MAX PER !ASTM C926) (TYPJ = S' CMU = = POUND CELL - (I) 5 REBAR VERTICALLY W/ STUDS 16. O.C, MAX z = TEXTURED CEMENTIOUS COATING R-4.1 INSUL. MIN. Irz' GYP. WL. BD. TEXTUIED CEMENI IOUS COATING WOOD EAE z - - PER (ASTM 0926) CTYP.) SECURE STUDS TO BTM- PLATE W/ = F 0- 12' GYP. M. BD. �, _ _ U.I7OD BASE = R-4.1 INOUL. MIN. _ TEXTURED CEMENTIOUS COATING. _ _ PER (ASTM 0926) (T7P.J - CONIC, POURED CELL = R-4.1 INSUL. MIN. TEXTURED z - -pER (A97I•,1 G526) EMENI(I COATIWs 12' GYP. WL. BD. WOOD BASE SECURE STUDS TO BTM. PLATE W/ E W = PER (ASTM C926) (TTP.) - Q = g• q. -W " _ --12' GYP. LLL. BD. L w 8' CMU w SIMPSON 0P-4 • 32' O.C. MAX = = 3'-0' = 8' CMU E W g' q -N Q w SIMPSON 5P-4 s 32. O.C. MAX WOOD BASE p - p SECURE ET. PLATE TO ELK W/ }'x9' - z - z W - - ; -: z p z SECURE BT. PLATE TO ELK W/ }'x9' '- w Vl' GYP. WL. BD. AlCHOR BOLT W/ 2' WASHER SET IN w - _ p w _ _ 12' GTP. ILL. BD. n _ /- I2' GYP. U.L. ED. ANCHOR BOLT W/ 2' WASHER SET IN WOOD BASE U OIMPOON HIGH STRENGTH EPDXY 6' 0 'A 0 EMBED. MIN. • 32' OC MAX ° --- iL - Q _ _ WOOD BASED > ' ;p = WOOD BASE 0 �7 SIMPSON HIGH STRENGTH EPDXY 6' p EMBED. MIN, a 32' OC MAX 3. . O r- 0 0 5 REBAR 6'-0' O.0 LIMEN FOOTER j = FOOTER HEIGHT EXCEEDS 24' a m �, HEIGHT EXCEEDS 24' ABY. GR4DE m ABY. GRADE z z K.7 p 3 12' CONC, RERF. W/ 6'x6• WIA.Wl.4 °z 3 V2' CGNC., REIPF. W/ 6'x6' `F�77 WAF OR FIBER'IESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON ° 311 6'x6' E F WIAxWl.4 LLWF OR FIBEPo`1E0H ON 6 -MIL POLY ETHYLENE i9 3 12' CONC, fEll•P. W/ b'xb' N a3 I2' CONC, MER F. W/ 6'x6' 2 q MAX. SLOPE F REII W/ N 3 12' CONIC, REINF. W/ 6'xb' N 3 12' CONC, REIN&. W/ 6'x6' X q MAX. SLOPE VAPOR BARRIER ON _ WIAxWl.4 UAIF OR FIBERME9F{ ON - W1AxWIA U11F OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR b -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED BARRIER ON WELL -COMPACTED X Ir REATEDFILLWELL-COMPACTED CLEAN TERMITE Q TREATED FILL L ° (U 5 REBAR CONTINUOUS WHEN III- , ° HEIGHT WIAxWIA WWF OR YLERMESH ON 6 -MIL POLY ETHYLENE VAPOR - BARRIER ON WELL -COMPACTED - W.4xWA U(LF OR FIBERMEOH ON 6 -MIL POLYETHYLENE VAPOR _ BARRIER Gil • F � - _ - WII UALF OR FIBER I-E5H ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON .1 MI- i '" q, WELL -COMPACTED CLEAN TERMITE TREATED FILL CLEAN TERMITE TREATED FILL E CLEAN TER1ITE TREATED FILL _ _ FOOTER EXCEEDS 30' ABV. 8 / i -III -i ° 3 12' CONC. SLAB CLEAN TERMITE TREATED FILL i w L.ELL-COMPACTED CLEAN z WELL -COMPACTED CLEAN 0 /, -III=� - lV 5 REBAR z w z w L > 4' 8' 4' i > 4' 8' 4' C'�DE m _ III=N-pa OR PAVERS PER z W BLDG SPECS 4' a' 4' E j TERMITE TREATED FILL .n 0 4' 6' 6' 4' E j TERMITE TREATED FILL Tn O 4' 6' 6' 4' m I- =_I - . 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W/ 6'x6' WVAUA WX OR FIBER'EBH w Y C • 24' O.C, IlK 24' M SLAB = // / \ \/\/\ a = p X z W _ w 6 -MIL POLI ETHYLENE VAPOR L> I 3 12' CONIC, R:I�. W/ 6'x6' WIAxW.4 UALF OR FIBERIEBH ON n Q TERMITE TREATED FILL .n Q TERMITE TREATED FILL m ro ON 6 -MIL POLY ETHYLENE VAPOR BAWER ON N A. • 4 N zQ: w w E > 5 REEAR ON K p SEE FOUNDATION Q O E - 0 BARRIER ON WELL -COMPACTED m 4' 3' 4' 4' U CLEAN TERMITE TREATED FILL z w 6 -MIL POLY ETHYLENE VAPOR E > BARRIER GN WELL -COMPACTED "" 8 - C2J 5 REBAR CN CHAIRS ° ° (3) 5 REBAR ON CHAIRS <d LLELL•C01.1PACTED CLEAN 4' CONIC. fiE2FGT�m VV w Q '^ U PLAN FOR CHAIRS > (EE 4' 4' 8 m i Q I'-4' (2) 5 REBAR ON CHAIRS O m 6 CLEAN TERMITE TREATED FILL a° w TERMITE TREATED FILL O z FIM R•ES14 AT A RATE CF.15 s > • • be. PER CLOC TAf� ON FOOTER SIZE L V FOUNDATION ' C2J 5 REBAR ON CHAIRS z IY j�- z 4' 6 6 4' in 0 (3) 5 REBAR 6' 6 6 6' "' H 6 -MIL POLY ETIRYLEJ•E VAPOR (a PLAN) z w (3) 5 REBAR ON CHAIRS W 4' 3' 4' 4• > w 4' 6' 6' 4' 4' }- > - 1,_a• ON CHAIRS 2'-0' BNd�ER ON L > 4' a' 4' U U C3) 5 REBAR --COMPACTED CLEAN FILL (BCRA•CAFW m 0 1 4 ON CHAIRS LANAI/ENTRY 2 -STORY FOOTING TYP. PAD FOOTING GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP STEP-UP 2 -STORY 2 C SC E: 2'. -0' W BLOCK WALL �D) SCALE: rz'•I'-0' AT ENTRY LANAI SCALE: 12 •I'-0' 4 NON-BEARING SCALE: 12'.1'-0' 4 NON-BEARING 8C E: rz'.I -0 �F� 1 -STORY L.B.W._ V SCALE;12'.1'-0 5A 2 -STORY L.B.W. SCALE: rz'.I'-0' 5B 1 -STORY L.B.W. SCALE: 12'.1'-0' J 2 -STORY L.B.W. 8C LE: 12 •I'-0' FOUR WALL 50 -ID FOR CV 5 REBAR _ = VERTICALLY W/ CONC. (D 5 REBAR VERTICALLY W/ - CONC. POUTED CELL B.'TI �F1JGTDI TO CV 5 REBAR • I6' O.C. MAX, IN REINFORCE PER F_AA CONC. PCURED CELL (VERIFY z p ". E _ - POURED CELL = _ _ - PER PLA) Q z v O > . 1EXTURED CEMENTIOUOII . E -' 0 L 3 12' CONIC., RE INF. W/ b'xb' - z = (U 5 REBAR = W/ COATING PER (ASTM CWS) - (TYP.) • ° �- WIAxWIA ALF OR FIBERMESH GN 6 ETHYLENE Z = 0• CMU TL w = _ a, CMU F Q w _ _ _ VERTICALLY z = CONIC. POURED CELL - j 5• GMU E CURB HEIGHT VARIES m IECESS FOR RAGE DOOR m z w 3 1rz' CONIC, REfNF. W/ 6'x6' L > WI.4xWL4 LLALF OR FIBERMEOH ON O in U 4' 6 -MIL POLY ETHYLENE VAPOR -MIL POLY VAPOR - BARKER ON WELL -COMPACTED CLEAT . °� TERMITE TREATED FILL U - CURB HE VARIES i N 0 - CURB HEIGHT VARIES Ci = Tu - - CURB HEIGHT - VARIES c z _ _ 2'-0' (MIN. BARKER ON WELL -COMPACTED 8' GLEAN TERMITE TREATED FILL (2) 5 REBAR ON CHAIRS m z _ m IN SLAB) a: °L CV 5 REBAR ON CHAIRS L O q 3 1/2' OONC, FRE W 6'x&' m 4' a' 4' 0 K z ° > z ° m w m p rc >_ ° 5w c• OR I. ON I'-0' 6 -MIL POLY ETHYLENE VAPOR THICKEN EDGE 8 SCALE: Vl'•I'-0' 0> = ?_ ip 31/2' CONIC, REINF. W/ 6'x6' E ro 31/2' CONC, REIN -F. W/ 6116• W z j F j z U -15 TEH..C,M 24' LLV6' HOG: w •24'OL,MM.24'M6LAB BARRIER GN WELL-GGMPACTED CLEAN TERMITE TREATED FILL p 1 -STORY FOOTING _ WIAxW1.4 IW.F OR FI5ERI IESH ON 6 -MIL POLY ETHYLENE = WI.4xWIAWIFORFIBERMESH ON 6 -MIL POLY ETHYLENE ) VAPOR BARRIER ON 3V2•CGNC,IEU-F.W/6•x6' _ WIAxWl.4 UALF OR FIBERME9H ° ON 6 POLY ETHYLENE _ L�L° _, S • .,S 4' CONIC, fE@FORGED LLV . (V 5 REBAR ON CHAIRS 8 B AT FRONT PORCHES VAPOR BARRIER ON WELL -COMPACTED CLEAN - z DELL -COMPACTED CLEAN • -MIL - VAPOR BARRIER ON FIBEFI'ESH AT A RATE OF .T5 8�e. FER CUBIC YAIm ON SCALE: Irz'•I'-0' z E 14'' 8' 4' TERMITE TREATED FILL i O 1�'4� '^ U (2J 5 REBAR ON CHAIRS z W TERMITE TREATED FILL E 0 _ 4 6 6 4 m O U _ I' -a' C3) 5 MBAR ON CHAIRS 0 m ILELL-COMPACTED CLEAN z I z w TERMITE TREATED FILL m> 4 6' 6 4 i O ni 3 0 _ I' -S' (3) 5 REBAR ON CHAIRS z w E S" 6 -MIL POLY ETHYLEE VAPOR 6 6 6 BAFdiIER '" S IM I -COMPACTED GLENN FID. O' (BORA•C•M�) OPT. SCHEN ENCLOSURE SECURE BT. PLATE TO BEGUfEOTUD9 BLKW/}'x9'AGHOR (3) REBAR ri ��GARAGE DOOR FOOTING 9C�EH ENCLOSURE TO BTM. PLATE BOLT W/ 2' WASHER SET IN 2 -STORY FOOTING 2 -STORY FOOTING AT N Gil CHAIRS 2 -STORY FOOTING S MA,L,F`�cnR=RS MANUFACTURERS SIMPSON HIGH STRENGTH W/8132'Oz. MAXEPDXY 6'EMBED,MR- a 32' Oz. AX OCALE:V('.1'-m' 1-STORY FOOTING AT GARAGE GARAGE BLK. WALL AT GARAGE SPECS. 32' °G "AX• (? AT GARAGE 6 A SCALE: 12'.1'-0 CB OCALE:12•,1'-0' V V SCALE: rz'•I'-0� (g 0'-V' FII FLR 6CA E: V2'•I-0' ....... CONIC, IEI1F. W/ ° 6'x6' U11.4xUA WWF OR FIBERMESH ON 6 -MIL SECURE BT. PLATE TO SLAB W/ }'x9' ANCHOR _ I • ^ IY POLY ETHYLENE VAPOR 14' SECURE BT. PLATE TO BOLT W/ 2• WA5HER SET IN E j a' 4' BARRIER ON BLK W/ (D 10d MASONRY SIMPSON HIGH STRENGTH PAYERS 6 0 WELL -COMPACTED CLEAN TERMITE TREATED FILL NAILS s 32' O.C. (MAX) EPDXY 6• EMBED. MIN. a 32' OC MAX F 15 CONT. I'-0' U I'-4')) REBAR ON CHAIRS 9 e e URED LINTEL CONT. (TTP.) POGH _,'' B' CMU FILLED CELL (TYR) 2X WALL FiRA11NG Z STT>�T EPDXY EMBED IN. Q TRENCH FOOTING V A AT ALL PAVER AREAS 1 -STORY FOOTING AT L. B. W. (W/ UPLIFT) - (3. 'X0' ANCHOR BOLTS or (3A'X6' ONIC 3 Irz' CONIC, RE INF. W/ 3r. J -BOLTS MIN. 6' EMEEDMENT W/ 2'X2'XI/0' x2 1.4 EF OR 3 V2' CONIC, R=1t$. W/ WASHER AND NUT SPACED EVENLY FROM z FIBERME5H ON 9, -MIL w POLY ETHYLENE VAPOR L > 14' WIAxWIA lWF OR w F > FIBERMESH ON 6-MIL0 FLOOR TO BOND BEAM. SET IN JOINTS TO FILLING. (SLEEVED ANCHOR IN NUALF� BARRIER ON a' 4' WELL -COMPACTED CLEAN 0 POLY ETHYLENE VAPORPRIOR m U BARRIER GW SOLID POUR ACCEPTABLE RETROFIT) aWI.4xWA ORRF EfERMEBH ON °• POLY ETHYLENE VAPOR 0'-0' FIN. FLRU , TERMITE TREATED FILL (2) 5 REBAR ON CHAIRS WELL -COMPACTED CLEAT I' -a' TERMITE TREATED FILL BA BARRIER RM UE TREATED FILED CLEAN TERMITE TREATED FILL (3) 5 REBAR ON CHAIRS q G1R«JTEDBOND BEAM 1 -STORY FOOTING 2 -STORY FOOTING EXT./INT. FRAME WALL TO TVP. RETROFIT FOR TME YEF-TI REBAR/ VARIES PER ELEV. TIE VERTICAL REBAR ) g AT L.B.W. W NO -UPLIFT) 0*___AZ_ L. B. W. BLOCK WALL CONNECTION OMITTED DOWELS SCALE: 12'.1'-0' E>REBAR THORZATIONAL W/ 10' HOOK SCALE: Vi'.I'-0' E: VJ'•I'-0' SCALE: 12'.1'-e• 0 `^ TO NORIZATIONAL 0 6' PVc cHA6E THRI1 FOOTING GROUTED BOND BEAM _ REBAR W/ 10' HOOK STORY (2) VARIES PER ELEV. - VARIES PER ELEV. 8' VARIES a' CAULK AND SEAL 5 R=EAR ON CHAIRS 2 -STORY z'. - d. 3' (3) 5 REBAR ON CHAIRS E A -GROUTED BOND BEAM C A.. [2) 5 REBAR • I -STORY (3) 5 REBAR • 2 -STORY _ GAS LINE OUTSIDE FEE TO BE CONTINUOUS (V 5 REBAR VERTICALLY W/ CONC. POURED CELL ° ° I }• PVC SLEEVE FOR GAS LINE R -4.I INSUL. MN. ° W 8 0' GMIJ Irz' GYP. LLL. BD. CIJ7-GONT, �Zj � � _ - - 2'-I' MIN. LAP z WOOD BASE E W SHOWER RECESS FOOTER 1 O SCALE: I'•1'-0' _ - - 12' DRYWALL °°° BASE B REBAR LAP AT FOOTING SCALE: 12_0• Q w 3 12' CONIC., �It•F. W/ 6'x6' T z p W.4xWIA WWF OR FIBERMESW ON 6 -MIL POLY ETHYLENE VAPOR O BARRIER ON WELL -COMPACTED O - CLEAN TERMITE TREATED FILL W CLEANOUT REQUIRED FOR INSPECTION z s W z _( F -CLEANOUT REQUIRED ° FOR INSPECTION 4 a a a . I,SRECESS DE �K FINISH FLOOR . °" �" r ro 6• PVC CHASE THRJ FOOTING 0'-O'FIN. FLR 0'- 0' FIN. FLR " lA ° TIE VERTICAL REBAR ' ' A : TIE VERTICAL REBAR w U-' ° a. 'a . 4 CU 5 VERT. DOII£L LAPPED W/ BOND BEAM z .., . ° TO HORIZATIONAL 'q_.' REBAR W/ IID' HOOK TO HORZATIONAL ° Q A L E I -STORY REBAR W/ 10' HOCK > _ D 5 RE CBAR AT COR4ER8 W/ 25' LAP MIN, 0 n� 4' a' 4' (2) 5 REBAR ON CHAIRS (-STORY (3) 5 REBAR ON CHAIRS R - -' r' mp mp HORIZONTAL/ VERTICAL 4 ° HORIZONTAL/ VERTICAL REINFORCING AT SLAB AT S.G.D. GAS LINE THRU BLOCK TYP. REBAR LAP 1 -STORY FOOTING W BLOCK WALL REINFORCING E SC LE: 12'.1'-0• F BEARING CHANGE SCALE: 12'.'_0'I 11 SCALE: I'•I'-0' G SCALE:., -e' C AT LINTEL CORNERS D SCALE; 1rz •.1'-e' of A R C H I T E C T S ADesign n U Inc. 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 #135) MODEL: LARGO (VERSION#01) PROJECT#: R2065.135/00001 PAGE: FOUNDATION DETAILS ARCHrrECT: STATE OF FLORIDA OCT 1 2 DAT: 10/11/18 SC :1/4"=1'-0" SHEET 5 AOIF �j �IIIIIIIII� �m��v�0mmm� SUBDIV. & LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT#: R2065.135/00001 PAGE: FOUNDATION DETAILS ARCHrrECT: STATE OF FLORIDA OCT 1 2 DAT: 10/11/18 SC :1/4"=1'-0" SHEET 5 AOIF �j A R C H IT E C T S Des' gn Grou Ina. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA H: 0003325 r 14' -IC" 10'-i0" IC' -2" 3'-4" ■ ■■ 0 a ■ ■ NEI ON 2,"■ ■ I 25'-4" n 2&'-0' ■ ® c0 1 r- ■ c0 ■ 1 m N �IIIIIIIII� N ■ ■ a) - c0 I m m � � N (� �l I ■ Ili ■ 1 ■ N @ ■ I m @ ■ N ■ N @ - ■ r � ■ ll) � - ■ 03 m 3'-0° ■ ■ e ■ N 2'-4" DOWEL PLS SCALE: 1/4 = I'-0" A R C H IT E C T S Des' gn Grou Ina. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA H: 0003325 r �IIIIIIIII� SUBDIV. & LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT#: R2065.135/00001 PAGE: DOWEL PLAN ...j ARCHITECT STATE OF FLORIDA OCT 1 2/918 D#C E: 10/11/18 s ALE: SHEET 5 B OF 9 ----------- / I - _ - - - - I / I ----------- -------- II II II II II II II II LANAI I V-4' CLG. II II II II O II II II II (2)2D -6H 6080 SGD L-4 L-5 PDR GREAT ROOM 9'-4' CLG. ------------------------ / z / / / I a' x a" LINTELS _J PANTRY NTEL - - 001/< 1 L CADS LNi- SAFE _Ai.R1 ! DADS KITCHEN I L-2 9'-4' CLG. III MUD ROOM ) 1 V-4' CLG. Fur) --- _ =__--------- FOYER O 9'-4' CLC;, 4'-0' ENTRY L-2 V-4' CLG. 2 CAR GARAGE V-4' CLG. ------------------------- 16'-0' X l'-0' OHGD * --------------------- L -I LINTEL PLS SCALE: 1/4 = 1'-0' EXTERIOR MA50NRY UTALL SROs• HEIGHTS LOAD BRC. UJALL NON-BRG.WALL TABLE No. 11 SAFE WORKING LATE2AL LOADS (PLF) a' x a" LINTELS L NTEL ..PEE _ATEw_ L CADS LNi- SAFE _Ai.R1 ! DADS PRE5TRE66EP L-2 a ) RECESSED Fur) 8'-8' 8/16-5-111/(IA- I?. FLORIDA BUILDING CODE-ESIDcNTIAL, bTH EDITION (3011), SECTIONS I?01? 4 ?!01. L-3 4'-0' 8/16-540(0X 3' CCCR V CCCR T-1ir,s 8/16-5-01W(01L a' 6' L-35 Total Ls-gtn Type E`CER .FACER 7'-6' 8/16-S-ll�l/llX F? A:4 EC -C' l'-8' 8/16-541,)U/IIJL FLA 531 D Y-2' -?3 2.13. GROUT PER ASTM C4l'6 - 3900 PBI W/ MAX. 3/5' AG-6REGATE. 8' TO II' SLUMP. 3'E4 3'B' ' ecsal 1111 ESTI (1)9 Ip200 (2) STRANDS 7/16'-- 22.1. 5T^=L PLAGED IN FRECA5T LINTEL AT TIME OF FABRICATION A5TM Ab15 CGRADE IN AND KNOCKOUT BLOCK (PLACED IN Fix A5T1-1 (GRADE 402 II. II 3 II' I ' 7 WIRE STRESS RELIEVED 3 STEEL LINTEL -LD) -'619 13. FR=-5TRE55ED STRANDS -'5TM A4: A R C H I T E C T S 4G DesignGrou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #:0003325 E ,8 ^N W E SUHDIV. & LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT#: R2065.135/00001 PAGE: LINTEL PLAN (CAST -CRETE) ARCHITECT: STATE OF FLORIDA OCT 1 D#E: \10 /11 /18 SPAT :1/4"=1'-O" SHEET 5DOF 9 - - _ - _ - - - - - Fr- - - _ - _ _ _ - - LANAI V-4' GLG. (2) 25 -SH I - L-4 L-5 GREAT ROOM 9'-4' GLG. II II II II II II II II II II 6080 SGD ------------------------ / / L_______ PANTRY 7DIR8GLG. I KITCHEN V-4' GLG. 11-0 �- _----_I FOYER O =__-- j ------- W-4' GI -Cs. 3�L 2 CAR GARAGE V-4' GL G. ENTRY L-2 V-4' CLC. I I6'-0' X 1'-0' OHGD L -I III III MUD ROOM n l V-4' GLG. LINTEL P' LAN SCALE:: 1/4 a 1'-0' EXTERIOR MMONRY WALL BRC. HEIGHTS 1111111111111 13'-4' BRG. LOAD BRG.WALL NON-BRG.WALL REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#51_(1)#5'(I)#5L(l)#5 (0)#51_(1)#5U YY (1)#5L(1)#5U (1)#5L(2)#5U DETAIL'H' DETAIL'J' I DETAIL W &'J' DETAIL W 14'-8" QUALITY PRECAST COMPANY STRONG' ON SERVICE P.O, Box 11 - Brandon, Florlda 33509-0011 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LENGTH TYPE: V-4' GOMMENT6 BRG. HT. LINTEL LENGTH CLEAR SPAN LINTELTYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY CAPACITY (0)#51_(1)#5U (1)#5L(1)#5U DETAIL'U' GRAVITY CAPACITY DETAIL'V' UPLIFT CAPACITY (0)#5L (1)#5U (I)#5L(I)#5U D_TAIL'U' &'V' UPLIFT CAPACITY (I)#SL (2)#SU DETAIL'W' 2'-l0" I' -b" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 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 2 No. 3 9576 10000 10000 10000 -4" N-0" PRECAST (2) D4.5 WIRE 2 No.3 7009 10000 10000 WOW 3-10" N-6" PRECAST (2) D4.5 WIRE 2 No.3 5700 10000 10000 10000 6'-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 7924 10000 9263 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 5748 10000 6723 10000 7'-8" 6'4" PRECAST (2) D4.5 WIRE 2 No. 4 5473 9564 6402 10000 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 4978 1 8706 1 5824 10000 8'-4" 7'-0' PRECAST (2) D4.5 WIRE 2 No.4 4546 7957 1 5320 10000 9'-4' 8'4" 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 1 5322 11'4' 10'-0" PRECAST (2) No 3 No. 5 3615 5348 2699 4424 12'-0" 10'-8' PRECAST 12) No.3 __A21 2 No. 5 3191 3670 2379 3894 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 2919 3369 2174 3572 13'-4" 12'-W PRECAST (2) No.3 2 No.5 2535 2961 1884 3137 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 2278 2698 1691 2856 14'-8" 13'-4" PRESTRESSED (2)No, 3 (2)7/16 strand+ 2 No.4 3326 3326 1829 2919 164" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.4 -__f_ 3031 3031 1666 2702 17'-4" I6-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ 2 No.4 2346 2346 1290 2210 19'-4" 18'4" PRESTRESSED (2) No.3 (2) 7 2 No.5 strand+ 2 1865 1865 1029 1869 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand+ 2 No.5 1737 1737 959 1778 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ 2 No.5 1516 1516 839 1620 22'-0" 20'-8" PRESTRESSED 12) No.3 (2) 7/16 strand+ 2 No.5 1420 1420 787 1551 24'-0" 22'-8" PRESTRESSED 12) No.3 (2) 7/16 strand+ (2) No. 5 1250 1250 658 1300 EXTERIOR MMONRY WALL BRC. HEIGHTS 1111111111111 13'-4' BRG. LOAD BRG.WALL NON-BRG.WALL REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#51_(1)#5'(I)#5L(l)#5 (0)#51_(1)#5U YY (1)#5L(1)#5U (1)#5L(2)#5U DETAIL'H' DETAIL'J' I DETAIL W &'J' DETAIL W 14'-8" QUALITY PRECAST COMPANY STRONG' ON SERVICE P.O, Box 11 - Brandon, Florlda 33509-0011 LINTEL NO. LENGTH TYPE: V-4' GOMMENT6 BRG. HT. L-1 Il' -4' 8/36-541,U/01 PRE5TRE65ED L-2 4'-6' 6/14-5-0,V01 RECESSED L -2A 8'-8' SAB-541lu (UL L-3 4'-0' 846-541111(OX L -3A 4'-6' 646-5-Mil(OX. L-35 4'-6' 846-6-(Ix)/(0X. L-4 7'-6' (21 L-5 (2) No.3 1640 EXTERIOR MMONRY WALL BRC. HEIGHTS 1111111111111 13'-4' BRG. LOAD BRG.WALL NON-BRG.WALL REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#51_(1)#5'(I)#5L(l)#5 (0)#51_(1)#5U YY (1)#5L(1)#5U (1)#5L(2)#5U DETAIL'H' DETAIL'J' I DETAIL W &'J' DETAIL W 14'-8" 13'-4" PRESTRESSED 15-4" 14'-0" PRESTRESSED 17'-4" 16-0" PRESTRESSED 19'-4" 18'-0" PRESTRESSED 20'-0" 18'-W PRESTRESSED 21'-4" 20'-0" PRESTRESSED 22'-0" 20'-8" PRESTRESSED 24'-0" 22'-8" PRESTRESSED LATERAL SAFE LOADS (PLF) (2) No. 3 T`1 'r 1 o 0 - "" 2 No.4 1419 1 1419 850 1347 (2) No. 3 (2) 7/16 strand + 1291 1291 775 TOTAL 711AII�)001 LINTEL TYPE LINTELSTEEL TOP WIRE/ BAR 2 No.4 LATERAL SAFE LOAD PLAIN SOLID 11 'DK DETAIL'DB' TOTAL LENGTH CLEAR SPAN 1270 (2) No. 3 (2) NO 4nd + 993 993 600 3'-8" 2'-4" (21 (2) D4.5 WIRE (2) No.3 1640 1084 (2) No.3 (2) 7/16 strand+ 1035 1035 478 (2) No.3 1919 2 No. S 1753 1753 4'-0" 936 (2) No. 3 (2) 721 + 961 961 446 3'-8" 2'-8" NorSnd PRECAST (2) D4.5 WIRE 121 No.3 872 (2) No. 3 (2) 7116 strand + 834 834 390 2'-6- PRECAST (2) D4.5 WIRE 2 No.5 1259 1259 4'-0" 763 2 (1 No. 3 (2) 7/16 strand + 720 720 366 1668 1668 1376 2 No. S 4-4" 3'-0" 2'-8" PRECAST 716 (2) No.3 T2T7/16 strand + 171 N� 5 642 642 306 599 TYPE DESIGNATION P - PLA IN LINTEL/ QUANTITY OF#5 BAR AT 8"x8" RECESS DOOR HEADER LOWER LINTEL CAVITY [8x16 -P-1 L/1 U] NOMINAL W IDTH 1 J TOTAL LENGTH ` QUANTITY OF 4'5 BAR AT 8"x8" RECESS DOOR HEADER PER STRUCTURALPLAN UPPER LINTEL CAVITY TOTAL 711AII�)001 LINTEL TYPE LINTELSTEEL TOP WIRE/ BAR !INTEL STEEL BOTTOM BAR LATERAL SAFE LOAD PLAIN SOLID 11 'DK DETAIL'DB' TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTELTYPE LINTEL STEELTOP WIRE/ BARENGTfi LINTEL STEEL BOTTOM GRAVITY PLAIN DETAIL'DA' SAFE LOAD UPLIFT SAFE LOAD SOLID SOLID SOLID SOLID #5 (11 IT (0) L #511) U (1) L 45 05(11 U(0, LL #5 (2) U (I) L DETAIL OB' DETAIL DC' DETAIL 'DB' &'DC' DETAILED' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1640 1790 10000 2'-4" 2'-0' PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PR'cCAS1 (2) D4.5 WIRE (2) No.3 1386 1410 3'-8" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE 121 No.3 1597 ]BUT 1801 1483 1483 4-2" 2'-10" 2'-6- PRECAST (2) D4.5 WIRE (2) No.3 1259 1259 4'-0" 2'-10' 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1 1473 1668 1668 1376 1376 4-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1137 1137 4'-2" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'4T PRECAST (2) 04.5 WIRE (2) No.3 929 929 4'-4" 3'-4" Y-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5'4"4'-4" 3'-8" 4--0' PRECAST I( ) D4.5 WIRE (2) No.3 559 559 4'-8" 4'-4' 4'-0" PRECAST (2) 14,5 WIRE (2) No.3 864 995 995 831 831 9686 5'-4" 5'-U' PRECAST (2) �.41 -RE (2) No6'-8" .4 606 1097 5'-8" 5'-4" T-0" PRECAST (2) 04.5 WIRE (2) No.4 662 816 816 650 654 7'-8" b'-4" b'-0" PRECAST (2I D4.5 WIRE (2) No.4 498 863 6-8" 7'4" 1 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2( D4.5 WIRE (2) No.4 294 510 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 TYPE DESIGNATION P - PLA IN LINTEL/ QUANTITY OF#5 BAR AT S - SOLID LINTEL LOWER LINTEL CAVITY [8x16 -P-1 L/1 U] NOMINAL W IDTH 1 J TOTAL LENGTH ` QUANTITY OF 4'5 BAR AT NOMINAL HEIGHT PER STRUCTURALPLAN UPPER LINTEL CAVITY 3000 PSI GROUT --77 TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE( GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER (I)#5 CONTINUOUS REQ'D. TOTAL LENGTH CLEAR SPAN DOOR SIZE PER STRUCTURALPLAN LINTEL STEEL TOP WIRE/ BAR �jW GRAVITY SAFE LOAD SOLID SOLID 45 tI)U(OIL #5(1)U(IIL DETAIL DU' DETAIL DV- 7132" STIRRUPS AT 4'-0" cc w 2'-4" 2'-0" (TIED OR WELDED) (2) D4.5 WIRE (2) No.3 r BOTTOM BARS 10000 4'-0" I SEESCHEDULE 7 NOTES: I. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END -4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) z• z• "�{ - T) #5 CONTINUOUS REQ'D. �'� PER STRUCTURALPLAN I co 7/32" STIRRUPS AT 4'-0' cc Uj� ro (TIED OR WELDED) r 80iiOM BART NOTES: '"-' L MINIMUM COVERAGE OF STEEL- 1.5- 2. MIN. B EARING REQUIRED AT EA. END - V 3. STANDARD FOR REINF. STEEL - A5TM A615 TYPICAL RECESS DOOR HEADER SECTION PRECAST CONCRETE A R C H I T E C T S Design Gro u Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTELTYPE LINTEL STEEL TOP WIRE/ BAR LINTELSTEEL BOTTOM BAR GRAVITY SAFE LOAD SOLID SOLID 45 tI)U(OIL #5(1)U(IIL DETAIL DU' DETAIL DV- UPLIFT SAFE LOAD SOLID SOLID $5111 U11 U (Ol)L #5(2)U(11L DETAIL'OU'&'DV' DETAIL'DW' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 10000 IOCDO 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 10000 1 10000 10000 10000 4'-2" 2'-10" 2'-6" PkECASi (2) D4.5 WIRE (2) No.3 9563 10000 10000 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 8654 10000 10000 10000 4'-8" 3'-4" X-91 PRECAST (2) D4.5 WIRE 121 No.3 7102 10000 1 9975 1 10000 5'-8" 4'-4" 4'1' PRECAST (2) 04.5 WIRE (21 No.3 4336 10000 6110 10000 6'-8" YA" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 5323 10000 4103 10000 7'-8" 6'-4" 6'47' PRECAST (2) D4.5 WIRE (2) No.4 1 3810 10000 2929 9691 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1 2202 5434 1680 5174 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD SOLID SOLID #5 (I; U(0)L 45(1)U(1)L DETAIL DH' DETAIL'D3' UPLIFT SAFE LOAD SOLID SOLID #5(1)U(0)LL 45(2)U11)L DETAIL 'Dif &'DP DETAIL'OK' 3'-8" 2'-4" 2'-' 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" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 3'-4" 3'-0' PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5'-8" 4'-4" 4'-0' PRECAST (2) 04.5 WIRE (2) No.3 1819 4139 3839 3839 6'-8" 5'-4" 5'-0" PRECAST (2) 04.5 WIRE (2) No. 4 2976 1 2976 2676 2737 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 1 2292 2292 1918 2121 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1 1563 1 1563 1113 1455 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD - SOLIDPLAIN 45S(1)LIU(0)L DETAILDF DETAIL'DP UPLIFT SAFE LOAD SOLID 05 tll U(0)L 45(2)U(1) #5 1 U 1 L DETAIL 'OF&'DF DETAIL DO' 3'43" 2'4' 2'-0' PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-V 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'-8" 3'-4' 3'-0' PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 30533053 5'-B" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE 12) No.3 1193 2290 2085 2085 6'-8" 5'-4" 5'-0 PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7'$" 6'-4" 6-9' PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'-8" 1 8'-4" 8'-0" PRECAST (2) 04.5 WIRE12) No.4 1000 1000 686 903 A R C H I T E C T S Design Gro u Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 op SUHDIV. & LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT#: 82065.135/00001 PAGE: LINTEL PLAN (QUALITY PRECAST) ARCHrrECT: STATE OF FLORIDA OCT 1 2 DA'/E: 10/11/18 SCALE: 1/4"=1'-0" SHEET 5EOF 9 IIII!�i0�00 op SUHDIV. & LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT#: 82065.135/00001 PAGE: LINTEL PLAN (QUALITY PRECAST) ARCHrrECT: STATE OF FLORIDA OCT 1 2 DA'/E: 10/11/18 SCALE: 1/4"=1'-0" SHEET 5EOF 9 HEADER SPAN CHART (HEADER SIZES FER CHART, L SINGLE STORY APPLICATION SIZE CLEAR SPAN O\NL✓TOR SCyEDULLconTROL DATE: 01-01-I5 CONNECTOR UPTO V-4' SIMPS0N 5'-4' TO l'-0' DBL 2 x 10 USP DBL 2 x 12 10'-O' AND OVER TWO STORY APPLICATION [)OWN 6TAIR5 DES. UPLIFT GRAVITY DES. UPLIFTGRAVITY FASTENER 5'-0' TO II META i6 rD DBL 2 x 12 HTA !6-'a 14910 (1) 106 x 1 In' I -FLY, (&) !Id 2 -FLY, 0U5P: (ID) IDd X I In' - NO !6d OPTION) (2) M=T. -'6 iSDO (2) HTA 16=..3 2399 (14) !ad 2 -PLY (1:51: NO !Ed OPTION) HETA-!6 19110 HTA !b '615 (9) 106 x I In' -PLY, (5) 166 2 -PLY U5P: (11)!Dd x I V2', NO'.bd OPTION HETA-210 131.0 HTA 20 1615 (?) IDd x I V2' [-FLY, (3) 166 2 -PLY U5P: (10) !0d x I In', NO !6d OPTION } (2) HETA-210 ?103 5 ?590 (2) HTA-20 31'110 (ID) IDd x I In' I -P! T U5F: CO) cal x In' (12)!&d 2 -FLY ('J5P: NO !sd OPTION) z O LGT-2 2DO L'Y-T-2 13'.S (1) - 1/4 x 2 1/:' TITEN, 2 FLT (U5P: 5LK (5) I/: '15, '-,V. D (16) !Od (n DETAL -29 2439 NO LSP CONVERSON FOR SIMFSON DETAL -20 (15) - IDd x I In, I FLY MGT 3`:'v5 MUGT 4000 (I) E/3' ATR IN WCH 5TRENGTH EPDXY (MiN. 12' EMSED), (22) 10d TO !1000 (U5P: (23) I9d TO''' O) rrT-2 29aD HUGT-? (2) 3/4' ATR IN HIGH 5TRENG-NCEPDXY (MIN. 12' E15ED/, (IS) IOd TO WOOD (USF; 'WOOD (3) 196) T-3 12530 HUGT-3(2) 3/4' _-TR,N HIGH STRENGTH EFOXY (MIN. 1' EM5EW,, (15) I9d TO UOOD (U5P: WOOD (9) IDd) LG-T3-5DS23 3235 1 YT -3 5339 (12) 506 11 In' i0 GIRDEIR, (4) 32' x v' TITEN HD TO WALL ('J5F: CONC. (4) 31a' X D' UEDGE EOLT, _OVO (12)')1025; LTA2 20 PAR?__: TO WALL '425FFR F:NDICU_AR TO _PTA 1555 (!O) 0d. 1 -In' (J5P: l D) .9d x I In. VGT 4949 NO USP CONVERSION rCR S MFBON `✓_-T (V DID' _-XR IN .,:CIA 5TRENGTH EPDXY (MIN. 12' ElaED), (o:-5DS 1/.^'X3' TO LL'OOD (2)'✓GT 1135 NO'J5P CONVERSION FOR 51MF .N (2) VGT) (2) 5/9' A.T.R. IN H GH STRENGTH EPDXY (MIN. 12' EMSED), 02)-6D6 1/4'X3' / 2 PLT MTB -!2 '.COO MTU!Z 1535 1(14) 1Cd x 1 In' (U SP: (I4)x I IR', (14) IDd) HTB -!6 I.D9 HTW !a !"0 (") I9d x I In' ('JSP('JSF: (!b l; ID x I In% (I6) IDd) HTc-20 1450 HTW 20 2045 (24119d x I In' (usF: (24)IDd x I In', (210) I9d) HTB -24 !459 HTW 24 21045 (24) IEd x 1 N' (U5P: (24) 1Dd x I In', (20) 10d) L5TA-I2 . - LST-' 12 El0 CO) IDd U'SF: (10) I9d I ETA -!a + '235 L5TA 13 3EO 041124 U5P: (I4) 196 MSTA-la :: 315 MSTA-15 !3'.S (14)l0d :JSP: C-)!Dd (n 13T^-24 . !640 M5T"-24 1159 (a)IDd L5P: C.)'Dd 0- 16TA-310 +: 20DD M5i"-300 2149 (??) 12d U5P: (22)':94 Q MSTA-36 :+ 2950 MSTA-36 <525 (26)I0d USP: (26)IDd 'r MSTI-363500 KSTI 236 3050 (36) I9d x I In' '15F. (36) l0d x I In' M5T1-43 - - iGT51 249 4250 (4a) IDd x I In' U5P: (45)!Od x I In' H6 ?59, LFTA 6 :DID (a) ad TO PLATED, (a) 3d TO STUDS (U5P: Ca) 0.1 x 1 In', (!6) ad) 5F4 355 5PT 4 545 (6) 106 x 1 In' TO 5T'JD5 L5F: (6) 10d rt 1112' TO 5PJD6 A34 3?5 MP 34 49 (4) ad x I In' TO SEAM, (4) ad % I In' TO FOST. 'JSP: (4) 3d x I In' TO SEAM, (4) 5d x I In' TO FCBT. HCF2 645 HHCP 2 1010 (12) IDd x 1 In' L5P: (10) !0d x I In' TO TRUSS, 00)'Jd X 1 In' TO PLATE HIDA !340 RT :6A 21aD Ca) I9d % I In. UDF: (5) I9d x I IR' TO TR'JB5, (5) :0d X I In' TO FLAT= IGT t HDU4 r:3S PHD 4A 4535 (!61-5105 1/4'x3' TO 'WOOD, (10)-aDB 1/4`%2 In' W/ THFSAOED ROD, (2) NUT5/'JASI,cRn PLY U5P: 5/9' ATR MIN. l' ErS-D "DET IN HIGH STRENGTH EFO'xY, (!D) Law'JDOD 5cR'=Wa IST t PD -4'_49 TDX I9 51!0 (!6)-505 1/4'x3' TO 'JOOD, (3)-3/4' STUD 5OLT5 'J/TREADED ROD, <21 N'JT5✓1'ASHE�PLY U5P: 113' ATR MIN. 1' EMSED SET iN HY H 5TIRENG-TH EFOXY, (4) 1/3' THRJ-501 T5 A5L 44 ?299 - TAU 44 2535 ally (U 5/9' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMSEDJ!N _ONC, (!2)'bd TO '1'0010 lap: SA" E AD SIMFBON A51J 66 2399 120100 FAU bb 2535 !3915 (II 5/3' T.R.AIN HIGH STRENGTH EPDXY, (MIN. l' EMSED) IN CON(., (¢1166 TO LLOOD U5F: SAME AS SIMFSON N LtTi3 13410 LTS 13 !205 (V 3/4' A.T,R. IN H..H OTR_NGPn cPDXT, (MIN. l _I'_ED.1 iN CON(, (31!26 70'10010 USF. SAME A5 51MFSON LTT22E1=100 - LTD 225 WE () In' ATR IN HIGH STRENC-i:! EPDXY, (MIN. l' EMBED.1 IN C'.JNC, (110)1106 TO -I,_ USP: 3/4' ATR Mlry l' EMSED 6ET IN HIGH STRENGTH C-)HTT4 4455 HTT45 4,65 (1) 5/3' ATR IN H:G-H SIREN_--TH EFOxY (MIN. l' BM D) IN CONC- (1a) 5D-0 X 1 In' (UBF: !29) !6d X ?-II U5P HA5 MORE-- NAIL OFTI-5: (29)!26, (29) I9d x I -IR', 17.P.al x 2 In. Z Q HTT5 510?10 HTT45 5430 (I) 5/a' ATR IN HIGH 5T,RENGTH EPDXY (MIN. l' EM5ED) IN CONO, (26) !6d X 2112- (U_ -F; (20)'6d X ?-In') U(I) HAD M,CI NAIL OPTIONS: !231 IDd, (23)'36 x I -In', !201 !66 x 2 In' HHDOII-5105 2D, 11,39 LPHD N !210?D (U I• A.T.N. IN ::IGH 5-TH EPO' IJ 9 B_DJ IN CCN(, 1241 DDD )'4' x 2h' -YJOD xK & IVDP (24) J53 .)COD -C 'J HD15TDX GD„ 10 5119 (3) 3/4' DTUD 50 -TS TO WOOD (U5P. <4) l/3' 0_T5) (I) 1/5' A5. IN HIGH 5TI NGTH EPDXY,(MN 1' EI IN ON S (n MSHA 3.56/1125 3413 53310 I:ri-'135X!2U 3'05 lL'9 51MP=CN (I) 3/, ATR. IN .,Gn 51 i OXY, (MN. 6.1i EM DM NTl N Cf'I.0 TOP, (U 3/4' ATR IN .. GH STR--T.1 EPDXY, (M 6 D Ef � E= = T) IN CMJ ..�_, (,3J ".d TO 5_' UDP; (1) I/2' J -SO -T .U/ MINIMUM 6: cr.EED. a I:OT Lc53 THI FRO`i EDGE Gr LONG J/ 3/." DIA ITU RAM5ET1cDH.EAD DYNA DOLT 5Lc_ ✓E ANCHOR GR =O. J1 MIN. E -ED DEFTH INSTALLED IN TE FACE. 14 _T J015T � w2660 0 HUD0412 ('SOD) 3635 <FLR) 3265 (ROOF) 1-PJ5412iF 2530 (FLIFJ '260 3225 (ROOF) (ID) !6d TO PEEADEP (101 !'ad TO WOOD U5P: SAME A5 5.MF5- z HLC410 (CMU) !3'0 5055 PO4!'O IF !395 3115 (13) 1/4''x 2-3/4' TITEN (B FER FLANGE) TO CMU, CO) 106 TO UOOD: (USF: (Ia) VS' x 3' 153 BCREP15, (19) IDd TO WOOD. Q HUC2ID-2 (CMU) !3.0 5055 HO210-21F ?105 3115 CEP/,' x 2-3/4' TITEN (? PER FLANGE) TO CMU, (10)'96 TO '100D: (U5F: (16)114' 1-3- 153 5_�15, (:9) bd TO 'WOOD H'J_2!D-3 (CMU) 15'9 4DDD HD2!0-31r - 3 - i?03 Ili - ? -= F' C -E) TO CMU (19) bd TO I1,✓JOD: (U5P: (!5) 1/4' x 3' 1153 5C =WS (!0) IDd TO UOOO f 13) I/4' x ?-3/4' TITEN ( r_R _..N' R_" - _ LG.:M26-2-DDD 14310 __ _ »?� NO'J� COM✓E 5iON FC 5,rFrN ! C r2'o 2.5105 r R R _ _- 2'= F _ (4) 4 2 V2' B " = -'-15 TO'! O (4) 3/3' x 4' TITEN HD AN_HORD ! r_R rLANG.1 TO CMU, V X DD ..CRE O D HIGH STR=NGTH EFOXY - 51MF50N '5ET =PDXY-TIE'. CONTACT THE ARCHITEOTrNGIM1EER OF RcCCRD FIR'LRITTEN AFFROVAL FRICR TO 5U55TITUTING FOR SIMILAR EFOXT PRODUCTS OR I:SF - CIA ADHE51'✓E ANCH_RING STSTEr15. ..,_RE ANCHOR EMBEDMENT IS GREATER THAN l' DEEP, THE VERTICA! _E! L IN G`l'J. ')ALL MU5T 5E FIL LED 50L!DU/ GROUT. : IOd COMMON NAILS CAN 5E BU56TITUTED WITH !2d x In' NAILS IN CONJIrNCTION UIT'H A 239. AUCTION IN THE ALLOJASLE LOAD. LRITTEN AF RO`✓AL FROM THE ARCHITECT 15 REO'JIRED FOR TI5 A- LICATICNI FRIOR TO INSTALLATION. 1n .. MINIMLM EMSEDMENT INTO THE T OF A 50NO5EAM WILL EE D', MINIMW-I EMBEDMENT INTO THE FOUNDATION 'DILL 5E 1' Li F- _'.TR - A-301 ALL THREAD ROD (SIZE, FRO _TION TYFE, LENGTH, ETC. `/ARIES) O3_CAUB. OF THE WIDE `✓AR:ETY USED. OF MATERIALS, ! OCATIONB, AND CONDITION5 THAT MAT AFFECT CONNECTCR5, THE CONTRACTOR MUST 5E RE5PCN5!E_= FOR M." -.GING D -RE THAT THE FROFER CCRRO510N FROt GTION 'ljHFN USING STAINLESS 5T=EL CONNECTORS, UDE 5TAINLE5a STEEL FASTEN ERS. '1'H!EN USING ZMAX / PDG GALVANIZED CONNE_TORD, USE FA"DtENER5 GAL'✓ANIZED FER ASTM -A!53 U'5E OF EXFANBION ANCH0R3 U!LL EE EVALUATED ON AN IN'DIVIDVAL 5ADI5 AND MU5T HAVE WRITTEN AFFROVA! FROM THE ARCHITECTiENGiNEER OF RECORD FRIOR TO 'J5E. -_T-_R VALUED SASED ON SIMFEON "WOOD C-51RJCTION CONNECTORS C-2313' ,'H:- WIND-RE515TANT 1 -5T -CT!- C-H'lb?, AND ANCHORING- i FA5TEN iNG 5Y 51E115 FOR CONCRETE ( MA50NRT OATALd HEADER SPAN CHART (HEADER SIZES FER CHART, L SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UPTO V-4' PBL 2 x 8 5'-4' TO l'-0' DBL 2 x 10 l' -O' TO 10'-0' DBL 2 x 12 10'-O' AND OVER TWO STORY APPLICATION [)OWN 6TAIR5 51ZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-0' TO II DBL 2 x 10 6'-4' TO V -O' DBL 2 x 12 8'-0' AND OVER 2 x 12 (•2 SYP) 7/16' OSB (TYP.) NAIL (3) 126 o 6'-8' O.C. TYP. 2x12 BM./HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-O' TO 8'-0' UN.O, 4' -II 1/2' l' -II 1/2' AND UP NUMBER OF HEADER 5TUD5 SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER I 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2, TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES, 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE EXTERIOR MA5ONRY WALL DRG. HEIGHT -5T 11111111 1 1 I I -�II V-4' DRG. LOAD BRG. WALL NON-BRG.WALL SECURE (2)2x12/LVL BM ti - TO PT II POST U1/ (2) 6t` M5TA-24 POST TO SLAB W/ABU-rob (4-TYP) CJ2E (2)M75-12 -__CJ4E 103 HVG-410 F04 FOE, 111�i 116 II II 11 II II II II II r IIS 11� II -1 -4 e B -1 -1 -A I H_ LL IH_ 1u1 1-1. �U- I U -r. I LL I U Ill. ISL (U- I !UL fl- �L Lu w Ul W W W w 1U w IU Ul w lv U U Q ID 19 1 Q \D � U U (2)2X12 BM u u (2)2X12 BMu a (2)2X12uBM u � :� u u u u u u u u u ul N N ------------------------------------------------------------ -- 0771 01 Q_S-- al - �---- ----� - 67 Q2 - df- --- CJ2E II __ (2)I" ITS -12 HVC-410 II 11 II II II II 11 11 II II II II II II �' TRUSS TO 4X6 I I I I I I I I - POST UJ/ (2) MTS -12 POST TO SLAB II II II HTT-4 II II II II !! 11 II 11 I _ �_ � - �-_ IL-_1L.�l�l LBU1 - FLIO - �C--------- fir- - - - _ _ _ T, L - - - - - - - - - - - - C� I FL10 Q - - - - - - - - - _x II! - FLO5I N w 11 FLim ^ FL FLOC fff,_, _��} FLO DBL STUDD V _ - FL0741- _ FLO3C� 0 - Q FLO3 1-3 FLO3 FLIT I ! �■ - _ -- - _ _ _ _ - = FLO3 _- � ! ! FL02CxE T FLOI � FL12GE 2X6 DC-sER TO - _ _ �` TRUSS UJ/ 3/8'X4'EOI PLO! rl -1 I LAG 6CREW5 Q II - I-r \� II O.G. MAX FLO7I CJIA - - FLOI �• (2) META -16, ��iP C q 4 mi ? --META-I6 ------------------ ------------------ •---,1 ua------ ---- U -� I � - - - - _ _ _ - FG03� 3 8 CJIA 4rIY--I! 11--!�I!-11 a IIu CJIA S \e )LP u N acv 4�v Q�v 4�v 4�v �4v N 4�v A YFIIRST YF LUuIR FRAMING PLS SCALE: 1/4 = 1'-0' A R C H I T E C T S Design Groupgnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r m��0■mmmm� SUBDIV. & LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT#: 82065.135/00001 PAGE: FIRST FLOOR FRAMING PLAN ARCHITECT STATE OF FLORIDA OCT 1 2 D#p: 10/11/18 ql;I EET OF 9 C ER SPAN CHAR SIZES PER CHART, SINGLE STORY APPLICATION SIZE CONNECTOR !C EDULE CONTROL DATE: 9l-DI-iS DSL 2 x 6 SIMPSON DBL 2 x S USP DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER UP TO 5'-0' META -'6 !450 NTA !6 -la 1410 (1)!Od x I IR' 1 -PLY, ('a)!6d 2 -PLT, (15P: C.) iOd X 1 I/2' - NO lad OPTION) 5'-0' AND OVER (2) MET"". -!'o i335 ISDD (2) NTA !0-13 2b10 (!D1 �d x I Ill' -FLT, (U5P: (ID) lad x I Ill') (:4) 'ad 2 -PLY ('JSP: NO 16d OPTION) ::ETA -'a 'S!9 HTA '& iaid (?) IDd x I In' ].FLY, (3)!bd 2 -FLY U5P: (19) IDd x I V?', NO !6d OPTION ::ETA -20 !Vo HTA 20 I6i5 (3) II'd x I I/2' I -PLY, (3) !bd 2 -FLY U5P: (!9) !Od x I I", NO !ad OPTION } (?) HETA-2D 2935 2510 (2) HTA 20 3110 CO) !Od x 1 I/1' I -FLY USP: (19) Iad x 1 IR' (12):ad 2 -FLY OJSP: NO !ad OPTION) z O LGT-2 2159 I GT -2 1315 (1) - I/4' x 2 1/:' TITEN, 2 PLY ('J5F: 3! iC (511/4' L' 3, WOOD [!6) Iad (n DETAL-2D 2430 NO 'J5F CONVERSION FGR 51MF50N DETAL-20 (la) -IDd x I IR, I FLY MGT 3a M1iGT 1 4.. (1) 5/5' ATR IN HIGH 5TRE�13TH EFOXY (MIN. 12' E,-EED), 122) lad TO'_✓JOD ('J5F: (23) !ad TO 'WOOD) I9?30 H!/3T-2 - (2) 3/4' ATR IN Hlr-H 5TRENGTH EPDXY (MiN. !2' =ED?. (!6) 10d TO 1400D ('JSP: UOOD (3) i0d) HGT-3 !9539 NIY.3T-3 - (2) 3/4' A.T,R IN HIGH STRENGTH =FOXY (MIN. 12'="!3ED), (Ia) I9d TO WOOD (USF: UOOD (3)!Od) ! GT3-SD52.6 32b5 LUGT-3 5330 (!2) SDS I/4 x2 IR' TO S-:RDEK (4) 3/3' x 5' TITEN HD TO'.L'AL L ('JSP: CONC. (4) 3/9' X WEDGE EO! T, WOOD (!?)'WS25� LTA? 1219 PARALLEL TO 1425 FERFENDIOJLAR TO UAILL LFTA :555l:D) !ad x I -I/2' ('JSP: (ID) 11d x I Ill' VGT +3+"D NO U5P COM/ERSION FIR 51i IF50N'/GT (I) 5/a' A.T.R iN HIGH 6TREV TH EFOXY (MIN. !2' HIEED), (!6)-505 I/4'X3' TO'_OOD (2) VGT l'.35 NO 'J5F 00NVERSIgN FIR 51MFaON (2)',GT) (2) 5/3' A.TR IN HIGH STRENGTH EPDXY (M.N. 12' Ei EED). (32)-5D5 114'X3'1 2 FLY MT6-!2 '900 MPJ 12 - - (4) !Dd x 112' 0U5P: (14) :9d x 1 12, (14) !0d) HTS -;b 1151 HTIU 1. i"I (!al IOd x I L2' (U5P: (!6) IDd x 1 1/2, (!6) I9d) HT6-29 351 HPJ 20 2345 (24) 10d x 1 I/2' nlap: (24) I9d x I In" (20) 9d) HTS -24 '450 HTW 24 2x45 (24)!Od x I IR' ('J5F: (24) !ad x I IR', (29) :1d) L57"A-!2 . 325 L5TA12 510 (!DI '9d USF: (ID)!Zd L5TA-!a : 1235 1 5TA 13 1361 (I4) I9d Lap: (14) 11d 1317A-3 : -a MSTA-Ia 135 (I4) lad USF: (14) I0d O M6TA-24 :: !341 MITA-24 1lao rlo)IOd 'J5F: Ca) !I'd M6TA-3D .. 2959 M6TA-3D 2141 (22)!Od u6F: (22) IId Q META -36 +: 2050 M5TA-36 2525 (2a)ODI Lap: (26)!od (— M6r1-36 3300 KSTI 236 30?0 (36) IDd x I I2' VSP: (36) IDd x IR' N MSTI-49 = - KTSI 243 4250 (43) 11d x I Ill' U5F: (49) I9d x I IR' 350, LFTA S _ __ (3) 3d TO FLATE6, (5) 3d TO 5PJD5 ('J5F: (!6) ad x I Ill', (!6) ad) 5F4 395 SPT 4 945 (a) IOd x I IR' TO STUDS U5P: (a) I9d x 1 IR' To 5TUD5 4 333 MP 34 41D (4) ad x 1 Ili' TO BEAM, (4) ad! x I IR' TO F05T. USF: (4) ed x I Ill' TO BEAM, (4) ad x I IR' TO POST. NCPi - 64� HHGP 2 :Ola (12) lad x 1 Ill' U'5F: (10) Iad x 1 L?' TO TR155, (10)'Dd X I Ia' TO PLATE H!0A !349 RT aA 2169 (19) IDd x I In. U5P: (3) IDd x 1 1/1' TO TRL`56, (a) !Od X I IR' TO PLATE VGT (HDUS +SAS FD 4A 4535 1/4'x3' TO LLOOD, (:9) -SDS 114.12 IR'J) THR=AGED ROD, (2) N'JTS/U.'ASHERl2 FLY U5P: 5/3' ATR MIN. V EI'+E=D 5ET .N HIGH 5TRENGTH EPDXY, CO) WS'J'mD a,-- 5 /S -T (HDlS 4'43 TDX !D 51:1 `5PJD OI T5'J/ THREADED OD (2) N'JTS/L"ASHERI P! Y (5F; 7/ 6 V4'x3' T M.N.L- Si D5 (3,-3/4'E _ c R 'J5F: l/9' ATR . 1' EM3=D SET W HIGH STRENGTH EPDXY. (4) 1/3' THRJ-BOLTS A5U 44 2200 'a5 FA'J 44 2535 SllS (1) 5/3' A.TR IN H: H 5TRENGTH EPDXY, (MIN, l'-_M5ED.) IN CONC, (12)'bd TO WOOD USF: SAME AS SIMF501I AEU a&2-0 2919 PA'U e 2535 !36',5 (1) 5/3' A.T.R. OX IN H:GH 5TRENGTH EPY, (MIN, l' EMBEDJ IN GONG, (!2)!6d TO WOOD U51; SAME A6 5,,Fa— LTTI5 .+ 1340 LT5 19 1295 (I) 3/4' ATR IN NIGH 5TRENGTH EPDXY, (MIN. l' EMEEDJ .N CONC, 657,0d TO WOOD 'J5P: 5, AS 51'FSgN O LTT21-E LTS 233 115 (U 1/2' ATR IN HIGH 5TRENGTH EFOXY, (MIN. 1' EMEEDJ IN CONC, (!O)!Dd TO'JOOD _ 'JSP: 3/4' ATR M.N l' EM�_D �_T IN HIC--H 5TRENGTH EFOXT, f!01 IDd, ('9) 10d x I In'. 2 -Il_" _ ()H TT4 4455 HTT45 4465 (I) 5l3' ATR IN HIGH STRENGTH EPDXY (MiN V =1'!EEDJ IN GONC, Ca) 5DR9 X I Ia' (UAP: (20) !6d X 2-L2') ' J5F HA6 MORE NAIL OPTIONS: (211 !ad, (31) vd x-I/l', (2D) !6d x 2 N' z Q WT5SD3D H-5 5439 5ENGTH EPDXY (MIK l' Ei ) SEDIN CONC, (26)!6d X 2 In' ('J5P: (20)!6d X 2 -Ill') (I1 ala' ATR iN HIGHTR Jap HA MORE NAIL OPTIONS: (231 !1d, (231IDd x I -Ill', (21) !ad x 2 Ill' HHD911-5D5 2.5: 113''.1 UPID II 12130 (I) V ATR IN H!GN 5TREY TH =PDX', 1' Ei' DJ IN CGNC, (24) 605Yi x 25' 1+000 5CRE'L'S (U5P: (24)'la3 'I — _Fz-5) HDIE 6'045 TDX ID 5119 (1) 1/5' AE. IN HIGH 5TRENGTH EFOXY, (MIN. l' EMBED.) IN CONC, (3) 3/4' aTUD BOLTS TO TODD (U5P: (4)'116' SOLT5) M3HA 3x6/1135 3415 5333 NFM35X!2'J 3!6� 1131 5IF50N lU 3/ iR IN' -H aTFZNaTH EPO XT, (M,N, b l5EM DM NT)'N CML. TOP, (I1 3/4' A.TR N '.G STR_N T' PIX' lMK 5 1'E-DMENT)'N OMJ ('aJ 1d TO S=AM ..SF (I) IR J O T W MINIMUM 6; =I-EaD. I NOT' E55 THAN 4 FROM cr G CONS J/ 3/4' DIA IPL .-.cAD DYNA 2_T a_cv- ctiC..CR C¢ E2 J/ MIN. a c .cD DEPTH N5TA_ -D N T -E FACE. RAMacT.Ic=DO (") d ^ OI lJJ2aaO C' H1Ja14!2 ('WOOD) (r R) 3535HU54!1iF _ a5 (ROI-) 2530 (FLR) .060 3225 (ROGFJ (!O) !6d TO HEADER, C! l !ad TO WOOD U5P: SAME A5 51MF50N z HUC4!0 (D'I'W 1319 5035 HD411 .F1905 3115 (la) 1/4' x 2-3/4' TITEN (3 PER FLANGE) TO -IJ, (191 IDd TO 'WOOD: (USP: Ca) I/4' x 3- W33 SC¢'L'5, (10) IDd TO nOD. ZHUC21a 2 (CM'J) 1619 5065 HD210-2.F 1393 3115 (la) 1/4' x 2-3/4' TIT=N (? PER FLANGE) TO CMU, (ID) !1d TO WOOD: (U57: (!6) 1/4'x 3'W53 3C EW5, (10) IDd TO WOOD HUC2!D-3 (Q^W Ia!9 3003 _ HD211-air _ _ I?D� 311 _ _ FLANGE) TO r ! (10) !Od TO WOOD: (L5P: (!a) V4' x 3' W53 TREWS (10) IDd TO WOOD (191 I/4' x 2-3/� TITEN (? PER rL -I^J, -'JM2a-2-SDS1 1430 555- NO'J6P CONVER510N FCR 31MF IN LG 26-2-5D6 (4) 3/3' x 4' TIT=N HD ANCNC95 (2 PER FLANS-=) TO CM'J, (4)1/4' X 2 IR' 5D5 5CR-J5 TO ' 000 HIG-N STRENGTH PONT ANCHCRING 5r5r_n5. = 5IMF5ON 'SET PDXY-TI=E•. CONTACT THE ARCHITECT/cNS-INEER OF :-CORD FOR WRITTEN AFFRO'VAL FRIOR TO EJESTITUTING FGR 51MLAR EPDXY FRODUCT5 OR U5P - CIA ADH'c5IVE -!;ERE ANCHOR EMS=DM=NT 15 GREATER THAN l' DEEP, THE `/ERTICAL CELL iN C.M.U. WALL MIU5T EE FILLED 50LI1D •-/ GROJT. IDd COMMON NAILS CAN EE 5U35TITUTED WITH Iad x I Vl' NA!La IN CONJUNCTION WITH A 23% RED:CTION IN TFE ALLOWABLE LOAD. WRITTEN AFPROVAL FROM TH= ARCHITECT 15 REQUIRED FOR THI6 APPLICATION FRIOR TO INSTALLATION. u +: MINIMUM EM3EDMENT INTO THE TOP OF A EOI.DEEAM ':TILL 3E 5, MIN!M'JM EM.3EDMENT INTO TH= FOUNDATION WILL 5E 1' u i— ATR = A-391 ALL THR:AD ROD (612=, PROTECTION TYPE, LENGTH, =TC. `/ARI=6) O3ECAUSE OF THE WIDE VARIETY OF MATERIA! 5, ! OCATION5, AID CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTGR rJ5T 3E RE5FON513LE FGR MAKING 5.RE THAT THE FROFER CORROSION PROTECTION 15 U6ED. _ _ _ _ __ ERE __ _ __ _ _ _ _ _ I—IIU5E FASTENERS GAL VANIZED PER A5TM-A!53 'TEN 'I}�iNG aTAINLESS STccL CGNI:ECTO,�S, UcE 6TAiNLE65 STccL rA5TcNcR6. WHEN 'JaINS- J`tAX / HDG G-ALV..N __D ' "E IF EXFANSION ANCHOR5 WILL 5E EVALUATED ON AN INDI`AD'JAL 5--515 AND MJ3T 1JA'1=- LRITTEN AFFROVAL FROM THE ARCHITECT,=NG NEER CF RECORD FRICR TO LSE. __ CC.NNECTOR VALUE5 5A5ED ON 5.MP50N "AOD CONSTRUCTION CONNECTORS SA6-2912. LO 1-2113' ,'HIGH=ND-RE515T--NIT CONWRUI-VO C -H_'19, AND A\CnGRiM1G ( FASTENING 5T5TEM5 FOR CONCRETE 1 MA5ONRT CATALOG_ C ER SPAN CHAR SIZES PER CHART, SINGLE STORY APPLICATION SIZE CLEAR SPAN DSL 2 x 6 UP TO 5'-4' DBL 2 x S 5'-4' TO 1'-0' DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TIDO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 6 5'-0' TO 6'-4' DBL 2 x 10 V-4' TO W-0' DBL 2 x 12 5'-0' AND OVER 2 x 12 (•2 SYP) 1/16' OSB (TYP.) NAIL (3) 12d m &'-8' O.C. TYP. 2x12 BM./HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 51-0' UN O. 4' -II 1/2' l' -II I/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END O_ HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF 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. TRUSSIBEAM MUST NOT BREAK 1'4' MIN. FROM 2ND. FLR. LINE ----------- — --- — LINE OFIS7FLOORB I I I I I I I I I I I I I I I ( an I u1 r r r r r r r r r (t1 T(1 ) (2) 2X8 6YP"2 HDR W/ CJ3 = II u u u u u u n q u u ==cm CJ3 4X4 POST UNDER TRUSS A01 CJ5 = = II u u n u u i 11 11 = = CJ5 I ILIA 1—L -L -L -L A01 TRUSS TO 4X4 POST A02 W/ (2) MT6-12 j 3T y TRUSS TO 4X4 POST I ATTIC W/ (2) MTS -12 I P05T TO 4X4 BLKG. I ACCESS I W/ (U MSTA-30 - - - - - -_ - - - - - POST TO 4X4 BLKG. - - - POST OR BLKG. TO W/ (U 1-16TA-30 CMU W/ HTT-4 POST OR BLKG. 70 - _ _ _ _ _ - - - _ _ _ = A04 CMU W/ HT7-4 I Li �- _ _ = A05 11 l A05 A05 Q 1 I A03 TRUSS TO 4X8 POST 7 7 TRUSS TO 4X4 POST W/ (2) MTS 12 X — _ =�\Q = _ _ _ _ _ ?— _ _ A02 W/ (2) MTS -12 POST TO CMU W/ `� I n POST TO 4X4 BLKG. HTT-4 _ I _ I W/ lU MSTA-3m i A09, P05T OR 5LKG. TO II ' _ = I CMU W/ HTT 4 CJ5 B04 CJ3 II �I �� spy _ _ _ _ = 504 cJl I—T DBL. STUD = B04 u I _ _ - _ _ = 504 � Xm Ln r- �IX � cl � D5 I 2 I D5 I----------- _ _ _ _ _ _ _ = 803 -T-- - - - - - - -� B03 I L LINE OF 15T FLOOR BELOW SECOND 71-1IL00 R IRu"0F FRAMING PLAN SCALE: 1/4 = 1'-0' A R C H I T E C T S Design �irou p,nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX:407-774-4078 www.abdesigngroup.com 1 AA #: 0003325 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT#: 82065.135/00001 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT STATE OF FLORIDA OCT 1/2 2018 DA�'E�?O/11/18 8ALE: 1/4"=1'-0" SHEET 7 OF 9 EXTE FRE -ENGIN STRAPPING PER i 10'-S J' 2ND. FIN. FLR. J 9'-4' BRG. HT. (0'-O' FIN. FLR J TRUSS SUPPORTED LEDGER SECURED Tt W/ 3/8'x4' LAG SCRE O.C. MAX a GARAC 2x STUDS PER G=ENERAL NOTES SHEET PRE-ENGINEERED TRUSS (GN), SECTION TIMBER, NOTE 21, STRAPPING= PER FRAMING PRE-ENGINEERED FLOOR TRUSS SECURE PER FRAMING NOTES TRUSS SUPPORTED BY 2x6 LEDGER SECURED TO TRUSS W/ 3/8'x4' LAG SCREWS m 16' O.C. MAX m GARAGE WALL PRECAST LINTEL ENTRY FRAMING SECTION. ♦ , P.T. Ix2 W/ MTL. DRI 2x6 SUI PRECAS' FRAMED ARCH DETAIL 5C,4LE: 3/4 = 1'-0" A R C H I T E C T S Design Grou �nc. 1441 N. RONALDREAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngrou p.com AA #: 0003325 � 1 �IIIIIIIIII SUBDIV. & LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT#: R2065.135/00001 PAGE: ENTRY FRAMING SECTION ARCHITECT STATE OF FLORIDA OCT 1 2A1018 DA $E: 10/11/18 SCALE: 1/4"=1'-0" SHEET U OF 9 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: LARGO 'STAIRS LOAD INFORMATION VA 2169 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 6,507 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 AT SECONDARY SIDEi (120/240 VOLTS) M AND METER SUBTOTAL OF GENERAL LOAD 47,753 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 40%= 37,753 VA x (4) 15,101 TOTAL NET GENERAL LOAD 25,101 5—TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 POWER COMPANY 200 5—KW ELECTRIC HEAT 5000 VA x (65%) 3250 TRANSFORMER AMP. PHONE/DATA NET GENERAL LOAD 25,101 NET TOTAL HEAT 10,450 TOTAL LOAD 35,551 CALCULATED LOAD FOR SERVICE PROOF BOX 35,551 VA / 240 V= 148.13 200 AMP SERVICE 3 -WAY OF'ERATIGN — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — —� II II j LANAI II � II I� II CCND. i i TI lWP GFI _—_--_ IN 1 101111 IAN — WP GFI ■ �i, — — —_� � I � A DINING i FAWCEILING F PRE -WIRE GREAT ROOM 1 T \ \ 1 I AA PENDANT I ) LIGHTS ----------- --------^ (3) " 1 THHN/THU)N COPPER CONDUCTORS, (1) " , THHN/THU.N COPPER GROUND IN 2" CONDUIT. ) j / PDR j I I 200 4Mf=> ELECTRIC,4L i;P,15ER I NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY UJ/ APPLICA5LE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. PROVIDE 04 THHN/THU)N COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE: IF PVC IS USED THERE IS NO BOND/GROUND TO COLD WATER PIPE. GABLE / TV WEATHER PROOF E5OX /I II n IIS IIF` &-'Il jl' A A PANTRY 51NK i i – ------ ff, KITCHEN ' / IIItMUD ROOM T RANGE i" ------i 4 OPT. PER r �L R C�FL_i___- E 5WIILH TRANSFORMER BANK: 50kVA 'STAIRS � OUTLET FOR GPI B 42' VOLTAGE: 1620/13200-240/480V NEMA 3R 200 AMP ,OFF VG` SERVICE: SINGLE PHASE ® 120/240 A TYPE: UNDERGROUND COM50 VOLT 42 AVAILAE1LE INITIAL SYMMETRICAL FAULT CIRCUIT DISCONNECT CIRCUITS 110v SWITCHED AT SECONDARY SIDEi (120/240 VOLTS) M AND METER MLO TYFE) MAXIMUM FAULT CURRENT: 19390 amps CAN EQUIPPED IN C,RaLM FAULT NTERPtER (TAMPER 1 RESISTANT POWER COMPANY 200 220V OUTLET 4 wrE CoReCnON TRANSFORMER AMP. PHONE/DATA WATERPROOF CUTLET W FATHER PROOF BOX E 3 -WAY OF'ERATIGN 4 INTERSYSTEM BONDING TERMINAL 4-UAY OPERAnGN SERVICE E3Y OTHERS AT LOW VOLTAGE CONNECTIONS 2 CAR GARAGE GRADE LINE WALL MOUNTED 200 4Mf=> ELECTRIC,4L i;P,15ER I NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY UJ/ APPLICA5LE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. PROVIDE 04 THHN/THU)N COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE: IF PVC IS USED THERE IS NO BOND/GROUND TO COLD WATER PIPE. GABLE / TV WEATHER PROOF E5OX /I II n IIS IIF` &-'Il jl' A A PANTRY 51NK i i – ------ ff, KITCHEN ' / IIItMUD ROOM T RANGE i" ------i 4 OPT. PER r �L R C�FL_i___- E 5WIILH \ 'STAIRS � OUTLET FOR GPI B 42' e SDJCMp \\ FOYER I VC."o FAULT NTERPTER (TAMPER FE6I5TANT ,OFF VG` M. WAVE Art. ® A 10; A (_ NTER.PTER(TAMPER RESISTANT 0 WP GPI / W w A iQ i [L U UA" -PEP. 20 AMP (a) 5YMBOL DEFINITION FI o 42' OUTLET FOR GPI B 42' 110V OUTLETEQUIPPED VC."o FAULT NTERPTER (TAMPER FE6I5TANT ,OFF VG` M. WAVE Art. ® 110v FLOOR A OUTLET NTER.PTER(TAMPER RESISTANT U.C. LIGHT 110v SWITCHED EQU PPED UY GPO -110 FAULT NTERPTER (TAMPER RESISTANT / FIXTURE5 TYFE) / IICv GFI EQUIPPED IN C,RaLM FAULT NTERPtER (TAMPER 1 RESISTANT TYPE) 220V OUTLET 4 wrE CoReCnON EXTERIOR WATERPROOF CUTLET E 3 -WAY OF'ERATIGN 4 / 4-UAY OPERAnGN jp DIMMER SWITCH 2 CAR GARAGE 1 WALL MOUNTED T LIGHT I I � l8GFI CLG. i OUTLET 1� ( CEILING j ( MOUNTED LIGHT Op RECESSED CAN O VAPOR PROOF RECESSED CAN e VENT FAN VENT FAN W/ LIGHT ---------------------- 48' LIGHT STRIP 0 PJORE5CENT LRAP A 010 COACH - - COACH LIGHT LIGHT LOO R ELyh �IRI��IL PLAN FIRST F SCALE: 1/4 = I'-0' METER VERIFY LOC. ELECTRICAL LE(�EN[) 5YMBOL DEFINITION NOTES 110V OUTLETEQUIPPED VC."o FAULT NTERPTER (TAMPER FE6I5TANT TYFE) ® 110v FLOOR EQUIPPED UY cdaM FAULT OUTLET NTER.PTER(TAMPER RESISTANT TYPE) 110v SWITCHED EQU PPED UY GPO -110 FAULT NTERPTER (TAMPER RESISTANT OUTLET TYFE) �. IICv GFI EQUIPPED IN C,RaLM FAULT NTERPtER (TAMPER OUTLET RESISTANT TYPE) 220V OUTLET 4 wrE CoReCnON EXTERIOR WATERPROOF CUTLET E 3 -WAY OF'ERATIGN 4 SWITCH 4-UAY OPERAnGN jp DIMMER SWITCH (� WALL MOUNTED T LIGHT WALL SCONCE FRE -WIRE ( CEILING j ( MOUNTED LIGHT Op RECESSED CAN O VAPOR PROOF RECESSED CAN e VENT FAN VENT FAN W/ LIGHT 24' LIGHT STRIP 48' LIGHT STRIP 0 PJORE5CENT LRAP A 010 2E FLUORESCENT 48. FLUORESCENT ® PANEL ® STRICTURED WIRE PANEL OWN METER SMOKE DETECTOR BATT. BACK-UP W/ HARP URE NTEW49ecTED ® CARBON MONOXIDE BATT. eAcx-LP au wARDWRE DETECTOR NTERCa+gCTED B SMOKE / CARBON B'n• BACK -'UP uv KARmaRE MONOXIDE DETECTOR COM50 KED PENDANT LIGHT TELEPHONE JACK 4 GAS CUTLET © CEILING FAN / CELM eox FEGLIRED To BE aFFORTED N ACCORDANCE W/ LIGHT Sox MAIRKED AS eucH FOR NSPECnCN CE LW. Box REQUIRED TO BE VUFFORTED N ACCORDANCE'LV Q J -50X BCX MA14W AS $UQI4 FOR NSFECTION O SPEAKER PRE -WIRE FLOOD LIGHT SECURITY SYSTEM KEYPAD D DIGITAL KEYPAD WATER HEATER DISCOWJECT COND. I�AIR u DISCONNECT I �N TELEVISION JACK EMERGENCY LIGHTING D DOOR CHIMES NOTE: -PHONE OUTLETS I TELEVISION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RE615TANT TYPE A R C H I T E C T S Design ro u 171nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT#: R2065.135/00001 PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT- STATE OF FLORIDA OCT 1 X18 D,T/E: 10/11/18 SIC LE:1/4"=1'-0" A R C H I T E C T S Design y 1OU inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 MuMmommul SUBDIV. & LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT¢#: R2065.135/00001 PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT= STATE OF FLORIDA OCT 1 2/2018 DTE; 10/11/18 6 ALE: 1/4"=l' -O" SHEET o �Og 9 r SHINGLES OR TILE (PER COMMUNITY 5PEC5) REFER TO DETAIL 102 FOR GABLE NOTE: NOTE: X --BRACING REQUIREMENTS SHIM AS NEEDED SHIM A5 NEEDED TO PLUMB JAMB OVER X30 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION 8905 OF THE FBCR, RE -ENGINEERED . TO PLUMB JAMB. 6TH EDITION (2011) GABLE ROOF TRUSS 11p0 NOT EXCEED �" ❑ DO NOT EXCEED 4° 2x4 BLOCKING BETWEEN TRU55E5 8" CMU BLOCK 8" CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2" DRYWALL III 2 DRYWALL METHOD PER 'NAILING SCHEDULE" AT FIRST (2) BAYS P.T. Ix4 or 11'x4° MIN. [1 Ix4 Ix4 or ' x411 MIN. WINDOW/DOOR JAMB l4'-0" O.G. SHEATHING SEAMS) (SEE WINDOW/DOOR JAMBBLOCKING Ix4 or Ix2 P.T. NAILER (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER - FASTENER SCHEDULE FOR ATTACHMENT DOOR CA51NG FASTENER SCHEDULE FOR ATTACHMENT METAL DRIP EDGE DOOR CASING SCHEDULE 2x6 SUB -BAN 5TIFF15ACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL VENTED ALUMINUM SOFFIT OVER 4'-10' HIGH DOOR JAMB / WINDOW COR JAMB / WINDOW 8° TEXTURED CEMENTITIOUS COATING MIN. (A5 PER TRU55 ENGINEERING) (ATTACHED TO BLOCKING MEMBER w/ (D 12d NAILS O.C.FROM (ATTACHED TO BLOCKING (PER ASTM C132(o) OVER PAPERBACK f PER MFR'S SPECIFICATIONS EACH END and � IS" . MAX P.T. 1x4 or 4°x411 MIN: EXPANDED METAL LATH, OVER APPROVED EGURE P.T. 2x8 TO BLOCK w/Y" x 9' PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ 2 -LAYER WATER RE615TANT BARRIER, OVER REP FLAN ANCHOR BOLT w/ 2° WASHER, BET IN (U 11° TAPGON (MIN. EMBEDMENT 1 411) WALL SHEATHING (TYPE AND ATTACHMENT 51MP50N or U5P HIGH STRENGTH EPDXY WINDOW TO BLOCK (+Y¢ OT' } � ) WINDOW TO BLOCK (+3) 8" FROM EACH END and a IV O.G. MAX �. „ METHOD PER "NAILING SCHE(6° MIN. EMBEDMENT a 32" O.C. MAX) or DULE"> -;- �A DOOR JAMB TO BLOCK (+�4 OT +%4) 4E DOOR JAMB TO BLOCK (+3) (I) DRIVE PIN, 8" FROM EACH ENE) and SECURE GABLE TO 2x8 P.T. PLATE scaLE: I°=r-ID' SCAL E: r=r-ID' la' O.C. MAX r MIN. SHANK SIZE .145 w/ 12d NAILS a 8 O.C. MAX ) MIN. HEAD 51ZE .300 ONT. 2x4 RAT -RUN ATTACHED TO EACH WA2 MIN. EMBEDMENT 14" TRU55 w/ (2) 12d NAILS PLASTIC OR METAL WEEP SCREE _ INSTALLED @ MID -POINT OF TRU55 SPAN NOTE: NOTE: 2° TEXTURED GEMENTITIOUS or I0,-0_' O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: COATING MIN. (PER ASTM - TO PLUMB JAMB. TO PLUMB JAMB. F 3 GM6) OVER GM ATT OR BLOWN -IN INSULATION DO NOT EXCEED SECURE TO BLOCK w/ (IJ 16° TAPCON (R -VALUE PER ENERGY GALLS) ❑ 4 ❑ DO NOT EXCEED 411 (MIN. EMBEDMENT 14") 8" FROM EACH ^ 8° GYPSUM BOARD OR2' HIGH STRENGTH 8" CMU BLOCK III 8° CMU BLOCK OND and a IS" O.G. MAX CEILING BOARD 2 DRYWALL 2I DRYWALL ONG. FILLED U -BLOCK w/ (1) Ov P.T. 2x 51 (I) DRIVE PIN, 8" FROM EACH ENE) and BLOCK WALL SECTION - GABLE ROOF (SEE WINDOwr000R JAMB BLOCKING Ix4 or Ix2 P.T. NAILER P.T. Ix4 or 4'x4 MIN. Ix4 or 1x2 P.T. NAILER 18" O.G. MAX 1 SINGLE STORY SCALE: 3/4'4 CONTINUOUS R�BAR FASTENER SCHEDULE FOR ATTACHMENT' DOOR CA51NG (SEE WINDOW/DOOR JAMB BLOCKING I1' 055 (4° WIDE MIN.) MIN. 5HANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENTS -- DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING MIN, HEAP SIZE .300 ' (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8' FROM COR JAMB / WINDOW MIN. EMBEDMENT 1 4 SHINGLES OR TILE (PER COMMUNITY 5PEC5) PER MFR'S SPEGIFIGATIONSEACH END and a IS" O.C. MAX (ATTACNEp TO BLOCKING OVER #30 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: � INSTALLED PER SECTION 8905 OF THE FBGR) WINDOW TO BLOCK (+I Y2 ") STRUCTURAL 2x MUST BE ON OUTSIDE s SECURED (MIN. EMg TOBLOC1 m) 8"")rROM EACH 6TH EDITION (2011) / DOOR JAMB TO BLOCK (+1 �) THROUGH NON-STRUCTURAL MEMBER (Ix or 055) END and a 18" O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4B w/ 4" TAPGON MIN. 141" EMBEDMENT INTO BLOCK or METHOD PER 'NAILING SCHEDULE')SCALE: r=r-ID (2) DRIVE PINS, 8" FROM EACH ENE) and RE -ENGINEERED ROOF TRU55 a 18" O.C. MAX EMBEDDED STRAP BATT OR 5LOWN-N INSULATION WINDOW TO BLOCK (+3 16) MIN. SHANK SIZE .145 (PER PLAN / (R VALUE PER ENERGY CALCS) 51ZE .300 NOTE: DOOR JAMB TO BLOCK (+3 16) MIN. EMBEDMENT I " Y X X X) SHIM AS NEEDED 4F 4 TO PLUMB JAMB. METAL DRIP EDGE— 5" I, ❑ DO NOT EXCEED a GYPSUM BOARD OR z HIG { 4 P.T. 2x8: 2x6 SUB BAN STRENGTH CEILING BOARD 3" - 8' CMU 51OGK SECURE TO BLOCK w/ (2)16 TAPCONS VENTED _ OHC. FILLED U BLOCK w/ 2" DRYWALL NOTE: (MIN. EMBEDMENT 1 4") 8" FROM EACH ALUMINUM SOFFIT (U 5 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and a IS" O.C. MAX ER PLAN', (SEE WNDOW/DOOR JAMB BLOCKING RECAST LINTEL i" � TO PLUMB JAMB. or FASTENER SCHEDULE FOR ATTACHMENT b OSB (4 WIDE MIN.) (2) DRIVE PINS, 8" FROM EACH ENE) and WINDOW (PER PLAN), L.. — (51ZE AND REINFORCEMENT DOOR CASING p0 NOT EXCEED 4° ATTACHMENT PER MFR, PER PLAN) DOOR JAMB / WINDOW e IS" O.C. MAX SPECIFICATION 8" (ATTACHED TO BLOCKING CMU BLOCK MIN. 5HANK 51ZE .145 PER MFR'S SPECIFICATIONS 2 DRYWALL I° MN. HEAD 51ZE .300 NOTE: P.T. Ix4 or 411x4" MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT 14" (SEE WINDOVI)COR JAMB BLOCKING P.T. Ix (4" WIDE MIN.) STRUCTURAL 2x MUST BE ON OUTSIDE k SECURED FASTENER SCHEDULE FOR ATTACHMENT ALL INSULATION THROUGH NON-STRUCTURAL MEMBER (Ix or 16" 055) DOOR CA51NG (R -VALUE PER ENERGY CALCS) 5ECURE 2nd 2x TO STRUCTURAL P.T. l2) Zx4: PRECAST OR POURED IN w/ 16" TAPCON MIN. 14' EMBEDMENT INTO BLOCK MEMBER w/ (2)12d NAILS 8° FROM OCR JAMB /WINDOW SECURE TO BLOCK w/ (U 4" TAPGON PLACE SILL (PER BLDR>- �` Z° GYPSUM WALLBOARD EACH END and a IS" O.C. MAX (ATTACHED TO BLOCKING(MIN. EMBEDMENT 14"J 8° FROM EACH 2" TEXTURED CEMENTITIOUS IJ 15 RE5AR VERTICALLY INWINDOW TO BLOCK (+I %6) PER MFR'S SPECIFICATIONS) ENE) and a IV O.C. MAX COATING MIN. (PER ASTM CONC. POURED CELL or C926) OVER CMU --:(LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 1%6) STRUCTURAL 2x MUST 5E ON OUTSIDE 8 SECURED (1) DRIVE PIN, 8" FROM EACH END and a 18° O.C. MAX 8 CMU__F 4" P.T. FURRING STRIPS a lo" O.C. 4C scALE: r=r-ID' THROUGH NON STRUCTURAL MEMBER (Ix or 1611 055) MIN. SHANK SIZE .145 W/ 4" TAI -CON MIN. 14" EMBEDMENT INTO BLOCK MIN. NEAP SIZE .300 MIN. EMBEDMENT I - OOD BASE I 4 NOTE: 7 " a � WINDOW TO BLOCK (+3 /6 ) SHIM A5 NEEDED TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3 �6) P.T. (2) 2x6: vONCRETE 5LA5 11p0 NOT EXCEED 4" 4G ScgLE I,_I _ID, SECURE TO BLOCK w/ (2) 4" TAPCON5 (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 4") 8" FROM EACH AND REINFORCEMENT) 8" CMU BLOC END and a IV O.G. MAX XTERIOR WALL FOOTING 2" DRYWALL UPLIFT UP TO 1,115 Ib °r (BEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER 51MP50N NT520 wl ll0) 10d NAILS TO TRUSS � (2) DRIVE PINS, 8" FROM EACH END and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE WINDOW/DOORJAMB BLOCKING P.T.ix (4° WIDE MIN.) a IS" O.G. MAX 2 FASTENER SCHEDULE FOR ATTACHMENT' (4) 4X2 4" TAPCONS INTO BONE) BEAM RE ENGINEERED SINGLE SroRY SCALE: 3/4'=r-0 DOOR CA51NG (or EQUIVALENT INSTALLED PER MFR'5 SPEC5 TRU55 MIN. SHANK SIZE .145 DOOR JAMB /WINDOW MIN. HEAP SIZE .300 (ATTACHED TO BLOCKING ONTINUOU5 BOND MIN. EMBEDMENT 14" BATT INSULATION ADHERED TO CEILING 3' GYP5UM BOARD OR 2" HIGH PER MFR'S SPECIFICATIONS UPLIFT FP TO 2,350 Ib BEAM STRENGTH CEILING BOARD (_) SIMPSON HT520 EACH SIDE OF TRU55 w/ (10) 10d NAILS TO TRU55 4 (4) 4X2 4 TAPCONS P.T. (2) 2x8: BOARD (R -VALUE PER ENERGY GALLS NOTE: I" i" STRUCTURAL 2x MUST 5E ON OUTSIDE B SECURED INTO BOND BEAM THROUGH NON-STRUCTURAL MEMBER (Ix or 16" 055) (or EQUIVALENT INSTALLED PER MFR'S 5PEC5 SECURE TO BLOCK w/ (2) 4" TAPCON5 w/ 16" TAPCON MIN. 14' EMBEDMENT INTO BLOCK (MIN. EMBEDMENT 1 4") 8" FROM EACH END and a 18° O.C. MAX TAPCONS MIN. or OPENING 22'x 30' MIN. WINDOW TO BLOCK (+2 Y ) 2° COVER (2) DRIVE PIN5, 8" FROM EACH END and UJOOD CASING AT SIDE 2' APART a 18" O.C. MAX 3 ATTIC ACCESS NOTE: ATTIC ACCE51 WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAtiIB TO BLOCK (+2 %) TRUSS ANCHOR RETRO—FIT MIN. 5HANK SIZE .145 SCALE: N.TS" SHALL COMPLY WITH MIN 30" HEADROOM WOOD GA51N 3 ? GYP. 4D 5 MIN. HEAD 51ZE .300 PER R801.1 OF THE F5GR 2011, 6th EDITION BOARD (TYP) SCALE: r=r ID' SCALE: N.T.S. MIN. EMBEDMENT 14" L A R C H I T E C T S Design GI rot inc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 mmummumma E2 SUBDIV. & LOT: KENSINGTON RESERVE (LOT ,#135) MODEL: LARGO (VERSION#01) PROJECT#: 82065.135/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA OCY1 2 2010 DjkjE: 10/11/18 ALE: 1/4"=1'-0" SHEET NAILING SCHEDULE SIZE I LENGTH DIAMETER TENSILE STRENGTH SHANK u, . w C 'a Q AND REINFORCEMENT) a —ANTERIOR BEARING -WALL FOOTING ° a ° ° ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE - ° jT O.C. MAX d ° ONCRETE SLAB a (SEE FOUNDATION PLAN FOR SIZE I, BUIL DWG LENGTH ROOF DIAPHRAGM - ASPHALT SHINGLE ROUND, MODIFIED OR T 3 " 2 /a r2x 110,000 RING LBW (STUD SIZE, SPACING PRE-ENGINEERED ROOF TRUSS PRE ENGINEERED ROOF TRUSS SCALE:3/4'=1'-0' SCALE:3/4'=1'-�' L (10-20 RINGS ROOF SHEATHING LAYOUT AND ENDWALL 4 LOCATION PER PLAN) 4 (SEE FOUNDATION PLAN FOR SIZE %' O.S.B. or Y' CDX PLYWOOD - 8d RING SHANK GUN NAILS 4° O.C. a SUPPORTED PANEL AND REINFORCEMENT) NAILS a o' O.C. IN NEI D PER INCH) EDGES AND 8d RING SHANK GUN NAILS a o" O.G. a INTERMEDIATE SUPPORTS. SEE DETAIL. 4 AND REINFORCEMENT) uv ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS a 4° O.C. EDGEWISE. ECURE 2x TO CMU wl (3)Y" x 9' ° ° ,^. , ,,,, —, NTERIOR BEARING WALL FOOTING 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END. PRE-ENGINEERED PRE-ENGINEERED W ANCHOR BOLT w/ 2" WASHER SETDOUBLE TOP PLATE TO STUD 1 DOUBLE TOP PLATE TO STUD ROOF DIAPHRAGM - CEMENTITIOU5 TILE or METAL 4'-0' MINIMUM OVERLAP FOR TOP PLATE SPLICE L IN SIMPSON OR U5P HIGH STRENGTH EPDXY (o" MIN. w/ SIMPSON SP4 (USP SPT4) w/ SIMPSON 5P4 (USP SPT4) SECURE TOP PLATE5 w/ 1',d COMMON NAILS -s 4' O.G. R EMBE[DMENT) 32' O.G. MAX 0 32' O.C. MAX CDX EXTERIOR PLYWOOD or I%2" APA -RATED 0.5.5. (AS PER MANUFACTURER'S a 2-ROwS, STAG•G--FRED � ! 2x STUDS a lo" O.C. MAX 2x STUDS a 16" O.C. MAX INSTALLATION SPECIFICATIONS) - 8d RING 5HANK GUN NAILS a 4" O.G. a SUPPORTED PANEL NOTE: (I) ANCHOR BOLT UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE EDGES AND 8d RING SHANK GUN NAILS a 6" O.C, a INTERMEDIATE SUPPORTS. SEE DETAIL. �; DOUBLE TOP PLATE TO STUDw/ LOCATED 6' FROM TOP AND 2x CONTINUOUS STRESS 2x CONTINUOUS 5TRE55 ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS a 4" O.C, EDGEWISE. a TOP CHORD BLOCKING 4' 5IMP30N SP4 (USP SPT4) BOTTOM 4 (I) NEAR MID -CENTER j BLOCKING a MID -WALL BLOCKING a MID -WALL 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END. O.G. MAX IN FIRST (2) FRAMING7. } _ = Q 24" O.C. MAX 5PACE5 a EACH EN -XTERIOR WALL SHEATHING W(NOT 8d RING SHANK GUN NAILS a 12' vl- BLOCKING a MID -WALL PRE-ENGINEERED TRUSS O.C. INFIELD V11 - v)�W _ X' O.S.B. or Iz° PLYWOOD or %" ZIP BOARD SYSTEM - 8d RING SHANK GUN NAILS a 4' O.C. a or RAFTER UNLESS NOTED OTHERWISE !° z GYPSUM WALL BOARD !" z GYPSUM WALL BOARD PANEL EDGES AND 8d RING SHANK GUN NAILS 4° O.C. TOP 4 BOTTOM PANEL AND 8d RING ROOF SHEATNING� _ 1 PNOTE: a ci 8d x 3" SCREW SHANK BALLISTIC 1) 05 REBAR VERTICALLY IN 6 `A" z o SECURE BOTTOM PLATE TO SLAB w/ SHANK GUN NAILS a 6" O.C. AT INTERMEDIATE SUPPORTS. SEE [DETAIL. I DO NOT SPLICE TOP PATES WITHIN 6' 0° CONC. POURED CELL n %?" x 9' ANCHOR BOLT w/ 2' WASHER � 1 OF ENDS OF WOOD STRUCTURAL PANEL i4' T4G SUBFLOOR (ATTACHMENT "NAIL (LOCATION PER PLAN) Z � ? SET IN SIMPSON HIGH STRENGTH NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED A5 AN ACCEPTABLE FASTENER FROM a 3 SHEAR WALLS. _ METHOD PER ING SCHEDULE") METHOD PER 'NAILING SGNE[DUCE') 03 0 EPDXY (OR EQUIVALENT) o' ANY MANUFACTURER. aef i SECURE BOTTOM PLATE TO EMBEDMENT MIN. a 32" O.C. MAX Cl F THIS DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSS REENGINEERED FLOOR TRU55 //-- NAIL Q U �j m A, �H Rik-__ ONCRETE SLAB SLAB w/ (1) 10d CUT NAIL a TUD TO BOTTOM PLATE w/ &=:�SIMPSON I I I I I . (SEE FOUNDATION PLAN FOR 51ZE 32' O.G. MAX 5P4 (USP SPT4),@ 32" 2d RING SHANK GUN NAILS -@ 4' O.C. _-niw�I-L. r-vvinvu (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR 51ZE TOP ' BOTTOM EDGES (SEE FOUNDATION PLAN FOR 51ZE AN EINFO M=NT) v N L G o u SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK u, . w C 'a Q AND REINFORCEMENT) a —ANTERIOR BEARING -WALL FOOTING ° a ° ° ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE - ° jT O.C. MAX d ° ONCRETE SLAB a (SEE FOUNDATION PLAN FOR SIZE I, BUIL DWG LENGTH Sd ROUND, MODIFIED OR T 3 " 2 /a .131 110,000 RING ^ SCALE:3/4'=1'-0' SCALE:3/4'=1'-�' z ; (10-20 RINGS ROOF SHEATHING LAYOUT AND ENDWALL ad RING SHANK GUN 4 (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) NAILS a o' O.C. IN NEI D PER INCH) BRACING FOR GABLE END FRAMING 4 AND REINFORCEMENT) uv ° ° ° ,^. , ,,,, —, NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTINCz 2d RING SHANK GUN NAILS -@ 4' O.C. _-niw�I-L. r-vvinvu (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR 51ZE TOP ' BOTTOM EDGES (SEE FOUNDATION PLAN FOR 51ZE AN EINFO M=NT) v N L G o u ........... AND REINFORCEMENT) a AND RGINFORCEMGNTJ u, . w zz SINGLE STORY L.B.W. w/ NO UPLIFT I, = U P 46 z @ 4A v SCALE:3/4'=1'-0' SCALE:3/4'=1'-�' z ; TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4" T4G 5UB-FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXP05ED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS s lo" O.C. MAX (0.55. TO BE STRUCTURAL GRADE) 3 SCALE: 3/4'=4-0' OUBL E TOP PLATE UNLESS NOTED OTHERWISE 2" GYPSUM WALL BOARD 2" GYPSUM WALL BOARD 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS NOTE: RE -ENGINEERED GABLE TRU55 BLOCKING a MID -WALL BLOCKING a MID -WALL I ° DIAGONAL BRACE a CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN SECURE BOTTOM PLATE TO SLAB w/ TRUSSES AT FIRST (2) BAYS y' x T ANCHOR BOLT w/ 2' WASHER HIGHEST RIDGE. 2x STUDS a 16" O.C. MAX SET IN 6IMP50N HIGH STRENGTH " DIAGONAL BRACE TO BE a ANY SPAN 15'-0' OR (4'-0" O.C.,@ SHEATHING SEAMS) UNLESS NOTED ,OTHERWISE EPDXY (OR EQUIVALENT) o' GREATER (REFER TO TRUSS ENGINEERING FOR 2) 2x4 5YP 02 DIAGONAL BRACE wl (3) SECURE BOTTOM PLATE TO EMBEDMENT MIN. a 32" Of, MAX ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) 12d NAILS a EACH TRUSS (DIAGONAL SLAB w/ (1) 10d GUT NAILa STUD TO BOTTOM PLATE w/ 0'-0' 30'-0' USE (l) X BRACE X BRACING TO COVER 5 -TRUSSES 364 00' 0° USE (3) X BRACE — a 32' O.G. MAX a SIMPSON 6P4 (USP SPT4),@ 32" 5z O.G. MAX (1) X -BRACE a CENTER 4 (2) BRACES a DIVIDED EQUALLY FROM CENTER TO END a° ONGRETE SLAB ° ONCRETE SLAB • (SEE FOUNDATION PLAN FOR 51ZE • ` (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) STIFFBACK AT ALL UPRIGHTS NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING OVER 4'-10' HIGH (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (AS PER TRUSS ENGINEERING AND REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL WEEP SCREED�- �......-.....,.��...,-'�.,��.,.,., SHOWN w/ CMU (FRAME CONDITION 7B � k SAME X -BRACING REQUIREMENTS) - 5A SCAL E: 3/4'=4-0' S6 SCALE: 3/a'=4-0' `YA2 I ONT. 2x1l RAT -RUN ATTACHED TO EACH ABLE X-BRACINCT — TRUSS w/ (2) 12d NAIL5 INSTAL LED a MID POINT OF TRUSS SPAN 01, 5CAL E: 3/4'=4-0' or 10'-0' O.G. MAX A R C H I T E C T S Design i® U plinc. 1441 N. RONALD REAGAN BLVD. LONG W OOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r SUBDIV. & LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#O1) PROJECT#: R2065.135/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA OCT 1 2 2018 JAMS C pNTWELL AR NO\12079 DAI/E: 10/11/18 S ALE: 1/4"=1'-0" SHEET ID2 AND REINFORCEMENT) D R RGE AND RGINFORCEMGNTJ INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT I, SINGLE STORY L.B.W. w/ UPLIFT P 46 4A v SCALE:3/4'=1'-0' SCALE:3/4'=1'-�' SGALE:3/4'=1'-0' L Lu v o ad RING SHANK GUN NAILS a o' O.C. IN NEI D IDo uv PRE-ENGINEERED PRE-ENGINEERED W ROOF TRU55 ROOF TRU55 4'-0' MINIMUM OVERLAP FOR TOP PLATE SPLICE L SECURE TOP PLATE5 w/ 1',d COMMON NAILS -s 4' O.G. 2-ROwS, STAG•G--FRED � TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0,55. TO BE STRUCTURAL GRADE) TOP PLATE DOUBLE TOP PLATE TO STUDw/ 5IMP30N SP4 (USP SPT4) 2x WOOD or METAL STUDS a 32' O.C. MAX Q 24" O.C. MAX 2x CONTINUOUS 5TRE55 W(NOT 8d RING SHANK GUN NAILS a 12' LOAD BEARING) BLOCKING a MID -WALL ID u a O.C. INFIELD 2x STUDS a lo" O.G. MAX v)�W or UNLESS NOTED OTHERWISE 1 PNOTE: a ci 8d x 3" SCREW SHANK BALLISTIC ST FLOOR STUDS TO 2ND FLOOR STUDS 6 `A" z o , ELECTRO ��L > �� E GALVANIZED STRIP I DO NOT SPLICE TOP PATES WITHIN 6' 0° 1 SECURED w/ SIMP50N OR U5P M5TA36 n o NAIL 5 a 12' O.G. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL i4' T4G SUBFLOOR (ATTACHMENT "NAIL i " 4 SUBFLOOR (ATTACHMENT Z � ? a SHEAR WALLS. METHOD PER ING SCHEDULE") METHOD PER 'NAILING SGNE[DUCE') 03 0 UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF F THIS DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSS REENGINEERED FLOOR TRU55 5UB-FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. x OUBL E TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4" T4G 5UB-FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXP05ED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS s lo" O.C. MAX (0.55. TO BE STRUCTURAL GRADE) 3 SCALE: 3/4'=4-0' OUBL E TOP PLATE UNLESS NOTED OTHERWISE 2" GYPSUM WALL BOARD 2" GYPSUM WALL BOARD 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS NOTE: RE -ENGINEERED GABLE TRU55 BLOCKING a MID -WALL BLOCKING a MID -WALL I ° DIAGONAL BRACE a CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN SECURE BOTTOM PLATE TO SLAB w/ TRUSSES AT FIRST (2) BAYS y' x T ANCHOR BOLT w/ 2' WASHER HIGHEST RIDGE. 2x STUDS a 16" O.C. MAX SET IN 6IMP50N HIGH STRENGTH " DIAGONAL BRACE TO BE a ANY SPAN 15'-0' OR (4'-0" O.C.,@ SHEATHING SEAMS) UNLESS NOTED ,OTHERWISE EPDXY (OR EQUIVALENT) o' GREATER (REFER TO TRUSS ENGINEERING FOR 2) 2x4 5YP 02 DIAGONAL BRACE wl (3) SECURE BOTTOM PLATE TO EMBEDMENT MIN. a 32" Of, MAX ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) 12d NAILS a EACH TRUSS (DIAGONAL SLAB w/ (1) 10d GUT NAILa STUD TO BOTTOM PLATE w/ 0'-0' 30'-0' USE (l) X BRACE X BRACING TO COVER 5 -TRUSSES 364 00' 0° USE (3) X BRACE — a 32' O.G. MAX a SIMPSON 6P4 (USP SPT4),@ 32" 5z O.G. MAX (1) X -BRACE a CENTER 4 (2) BRACES a DIVIDED EQUALLY FROM CENTER TO END a° ONGRETE SLAB ° ONCRETE SLAB • (SEE FOUNDATION PLAN FOR 51ZE • ` (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) STIFFBACK AT ALL UPRIGHTS NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING OVER 4'-10' HIGH (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (AS PER TRUSS ENGINEERING AND REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL WEEP SCREED�- �......-.....,.��...,-'�.,��.,.,., SHOWN w/ CMU (FRAME CONDITION 7B � k SAME X -BRACING REQUIREMENTS) - 5A SCAL E: 3/4'=4-0' S6 SCALE: 3/a'=4-0' `YA2 I ONT. 2x1l RAT -RUN ATTACHED TO EACH ABLE X-BRACINCT — TRUSS w/ (2) 12d NAIL5 INSTAL LED a MID POINT OF TRUSS SPAN 01, 5CAL E: 3/4'=4-0' or 10'-0' O.G. MAX A R C H I T E C T S Design i® U plinc. 1441 N. RONALD REAGAN BLVD. LONG W OOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r SUBDIV. & LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#O1) PROJECT#: R2065.135/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA OCT 1 2 2018 JAMS C pNTWELL AR NO\12079 DAI/E: 10/11/18 S ALE: 1/4"=1'-0" SHEET ID2 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#O1) PROJECT#: R2065.135/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA OCT 1 2 2018 JAMS C pNTWELL AR NO\12079 DAI/E: 10/11/18 S ALE: 1/4"=1'-0" SHEET ID2 -x r G VGE) BOTTOM CNANNe_ TO or BLOCK w/ CUT NAILS SLAB w/ I0d x I' MIN. MASONRY DRIVE PIN NAIL w/ WASHER 32° O.G. MAX. SHANK SIZE .145 EMBEDMENT OF I Y4°) ❑o EACH END AND @18 O.G. MAX a o ONCRETE SLAB _ (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) WALL SHEATHING o r 1 ATTACHMENT METHOD 'NAILING SCHEDULE") LL ° SECURE 2xo MIN, TO BLOCK w/ .2x5 STUD BLOCK NOTE: (2)y' x T ANCHOR BOLTS w/ 2' 0 WASHER SET IN SIMPSON or USP STUD GAUGE IS HEIGHT SPECIFIC. CONSULT B w/ MANUFACTURER ON STUD HEIGHT LIMITS. HIGH STRENGTH EPDXY (MIN. o' EMBEDMENT) L INTERIOR NON—BEARING 131 0 7B METAL STUDS SCALE: 3/4'=I' -O' ❑o, o s 0 SECURE 2xo MIN. TO BLOCK w/ (3)y" x T ANCHOR BOLTS w/ 2" 2" TEXTURED CEMENTITIOUS I) RE5AR VERTICALLY IN CONC. POURED 2x RIDGE ONE SIZE LARGER THAN MIN. 4 MIN WITHIN S' OF CPRE ENGINEERED TRUSS RAFTER SIZE w/ MIN. (3) 12d NAILS f 1 or MIN. (4) 10d GUN NAIL - Ixo COLLAR TIE a EVERY OTHER I RAFTER w/ MIN. (3) 12d NAILS or6' RouGH OFENIN6 (UP To V-0') (TYPE AND PER R GYPSUM BOARD OR M MIN. (4) IOd GUN NAIL o = 2' NIGH STRENGTH CEILING I� pIB°I°I°I SIMPSON VTCB or USP VTT 0 2x RAFTER BOARD SPACING (1)a EACH END AND o' -O' O.G. MAX ix3 NAILER SECURED TO TRUSSES SINGLE 2x TOP PLATE I( alBoeoo°° BELOW w/ (2) 12d NAILS or (3) I0d 2' GYPSUM WALL BOARD GUN NAILS a EACH TRUS f 2x WOODS STUDS 24" O.C. RAFTER TO TRUSS w/ SIMPSON (SIZE PER PLAN) o o� MT512 or USP MTW12 ALTERNATE CONNECTION (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES J PENETRATION w/ 5IMP50N or USP 15TA24 ® SECURE BLOCKING TO TRUSS BOTTOM CHIORD w/ F (3) 12d NAILS @ EACH END. CONVENTIONALLY FRAMED R��v OR POURED IN SILL (PER 5LDR) \ \ 4 scaLE: -o' REENGINEERED ROOF TRUSSES WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. o" EMBEDMENT SECURE BOTTOM PLATE TO OOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES SLAB w/ IOd MASONRY NAILS Q 32" O.G. MAX TYPICAL VALLEY TRUSS CONNECTION 2x4 SECURED TO GABLE END w/ r: SCALE: 3/4'4-0' (2) 12d a EACH UPRIGHT ONCRETE SLAB 2x4 SECURED TO GABLE END w/ (2) 12d SPACED o" - S' O.C. MAX (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) —WATER RESISTANT BACKERBOARD `. EATHER STRIP MOLDING AROUND DOOR .'°' (PER MANUFACTURER'S SPECIFICATIONS) (DENSHIELD) 2x4 RAFTER a 24' O.G. /2' DENSHIELD (SEAT DECK MUST 2x6 P.T. WOOD STUD SECURED TO FILLED BE SLOPED 112' MIN, TO PAN) 5IMPSON L30 or USP A3 INTERIOR NON—BEARING WALL P.T. 2x STUD or 0' CMU BLOCK WALL APEL ASTIC AQUA DEFENSE WATER PROOF Q BLOCKING (EACH END) D7� wood 5ruD5 SCALE: MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST a CELL w/ (3)Y2' x 9' ANCHOR BOLTS w/ 2' OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMP60N or USP HIGH (BY OTHERS - INSTALLED TO 2xo P.T. BUCKS STRENGTH EPDXY (MIN. o' EMBEDMENT) LEAST 4 INCHES) a PRE ENGINEERED TRUSS AULK BEAD BETWEEN DENSHIELD 2x4 BLOCKING EACH RAFTER P.T. 2x4 STUDS AND FIBERGLASS PAN APPLIEDlo' tPLAN O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICALGYPSUM BOARD ORVARIE INSTALL ATION 5IMP50N H23A or USP RTIA 2" HIGH STRENGTH CEILING o SHOWER PAN a EACH RAFTER TAIL CONNECTION BOARD (FIBERGLASS OR CERAMIC) 6IMP50N L30 or USP A3 TOP OF EACH RAFTER CONNECTION 3 %' TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRuaS SHOWER SEAT FRAMED OVERHANG Or 24" O.C. MAX) ^p) SCALE: 3/4'=I' -O° 5 SCALE: 3/4'=I' -O' GYPSUM WALL BOARD 3 %a' METAL STUDS (25 GAUGE) Q 24" O.0 w/ FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD, RECAST LINTEL A ATTACHED TO EACH SIDE a 12° O.C. SECURE 2x TO CMU w/ (2) %" x 3' TAPCONS WITHIN V OF EACH END AND ala" O.C. MAX S�CURr 9 4'"L^T TO 3 %' BOTTOM CHANNEL (25 �I -x r G VGE) BOTTOM CNANNe_ TO or BLOCK w/ CUT NAILS SLAB w/ I0d x I' MIN. MASONRY DRIVE PIN NAIL w/ WASHER 32° O.G. MAX. SHANK SIZE .145 EMBEDMENT OF I Y4°) ❑o EACH END AND @18 O.G. MAX a o ONCRETE SLAB _ (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) WALL SHEATHING o r 1 ATTACHMENT METHOD 'NAILING SCHEDULE") LL ° SECURE 2xo MIN, TO BLOCK w/ .2x5 STUD BLOCK NOTE: (2)y' x T ANCHOR BOLTS w/ 2' 0 WASHER SET IN SIMPSON or USP STUD GAUGE IS HEIGHT SPECIFIC. CONSULT B w/ MANUFACTURER ON STUD HEIGHT LIMITS. HIGH STRENGTH EPDXY (MIN. o' EMBEDMENT) L INTERIOR NON—BEARING 131 0 7B METAL STUDS SCALE: 3/4'=I' -O' ❑o, o s 0 SECURE 2xo MIN. TO BLOCK w/ (3)y" x T ANCHOR BOLTS w/ 2" 2" TEXTURED CEMENTITIOUS I) RE5AR VERTICALLY IN CONC. POURED MIN. 4 MIN WITHIN S' OF 1 - I RouGH OFENIN6 (UP To V-0') (TYPE AND PER R PRE R PL AGE 1 OR POURED IN SILL (PER 5LDR) WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. o" EMBEDMENT COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) 0926) OVER CM a' CMU BLOCK r: o A'. `. EATHER STRIP MOLDING AROUND DOOR .'°' (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED a CELL w/ (3)Y2' x 9' ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMP60N or USP HIGH (BY OTHERS - INSTALLED TO 2xo P.T. BUCKS STRENGTH EPDXY (MIN. o' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS' vERHEAD GARAGE RCH DOOR (BY OTHERS) I' MIN. SLIDE - �oorl ALVANIZED STEEL VERTICAL TRACK AWINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT SECTION (BY OTHERS - INSTALLED PER 3 SCALE: 3/4'=I' -r0' A SCALE: 3/4'=I' -O' B ScaLE: N.r.S. MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S ® DesiFn Grou lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.a bdesigngro up.com AA #: 0003325 r 1 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT#: R2065.135/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA OCT 1 2/1%18 DATE: 10/11/16 SCALE: 1�4"=1 —0" SHEET ID3_ SHINGLES OR TILE (PER COMMUNITY SPECS) SHINGLES ORT _E PER COMMUNITY BATT OR BLOWN -IN INSULATION SPECS) REFER TO DETAIL I/D2 FOR GABLE (R -VALUE PER ENERGY CALCS) OVER 130 FELT PAPER (OR APPROVED OVER #30 FELT PAPER (OR APPROVED X -BRACING REQUIREMENTS EQUAL) INSTALLED PER SECTION P905 OF PRE-ENGINEERED ROOF TRUSS THE FBCR, oTH EDITION 12011) EQUAL) INSTALLED PER SECTION 8905 OF RE -ENGINEERED TWI5T STRAP (PER PLAN THE FBCR, oTH EDITION (2011) GABLE ROOF TRU55 OVER ROOF SHEATHING (TYPE AND 2x4 BLOCKING BETWEEN TRUSSES DOUBLE TOP PLATE �� X ) ATTACHMENT METHOD PER "NAILING OVER ROOF SHEATHING (TYPE AND SCHEDULE') ATTACHMENT METHOD PER 'NAILING AT FIRST (2) BAYS METAL DRIP EDGE—� SCHEDULE' (4'-0° O.C. a 5HEATHING SEAMS) i yr 3° GYPSUM BOARD OR 2" HIGH 2xo SUB BAN STRENGTH CEILING BOARD METAL DRIP EDGE VENTED_ 2xo SUB -BANS- 5TIFFBACK AT ALL UPRIGHTS ALUMINUM SOFFIT SIMPSON SP2 (USP 5PT24) EVERY VENTED ALUMINUM SOFFITOVER 4' 10° HIGH = 12 x 2° WOOD SCREWS EXTERIOR BEARING STUD. (AS PER TRUS5 ENGINEERING) = ALL SPACER r FOR CONDITIONS WHERE TRU55 AND PER PLAN n PER P_AN[, STUD LINE-UP, USE A SIMPSON HIDA ONT. 2x4 RAT RUN ATTACHED TO - 2x4 STUDS 16° D.G. (U5P RT16A) DOUBLE TOP PLATE EACH TRU55 w/ (2) 12d NAILS = WINDOW HEADER ALL INSULATION I' INSTALLED a MID -POINT OF TRUSS (SIZE PER PLAN (R VALUE PER ENERGY GALGS) a" TEXTURED CEMENTITIOU5 COATING MIN. k SPAN or 10' 0° O.C. MAX _ 2x8 BLOCKING TEXTURED CEMENTITIGU5 COATING MIN. "'INDOW (PER PLAN), ATTACHMENT (PER A5TM C926) OVER PAPERBACK ATT OR BLOWN -IN INSULATION SECURED wl (3J 12d (PER A5TM C92o) OVER PAPERBACK PER MFR. SPECIFICATIONS EXPANDED METAL LATH, OVER APPROVED ^^� ^� `VALUE PER ENERGY GALGSJ ro = NAIL 5 a EACH END EXPANDED METAL LATH, OVER APPROVED "� 2 -LAYER WATER RESISTANT BARRIER, OVER 2 -LAYER WATER RESISTANT BARRIER, OVER WALL SHEATHING (TYPE AND ATTACHMENT SECURE 2x4 TO DBL TOP PLATE wl Ya" x 6' F --WINDOW SILL METHOD PER 'NAILING SGHE[DUCE THRU-BOLTS a 32' O.C. MAX, then SECURE GABLE WALL SHEATHING (TYPE AND ATTACHMENT = TO 2x4 w/ 12d NAILS a 8' O.G. MAX METHOD PER 'NAILING SCHEDULE') WALL INSULATION - - EXTERIOR BEARING STUDS or [DRYWALL CONTINUOUS 2x4 w/ (4) I&d NAILS a TOP [SIZE AND SPACING PER NOTE #21, (R VALUE PER ENERGY GALLS SECURE GABLE TO DBL TOP PLATE w/ SIMPSON OF FLOOR TRUSS (TOP 2x4 SUPPORTS UNDER CATEGORY TIMBER oN WINDOW HEADER HGAIO 24" O.G. MAX WALL i�IO UNT RAIL BLOCKING BOTTOM PLATE OF 2nd FLOOR WALL GENERAL NOTES SHEET GN)] (SIZE PER PLAN (or EQUIVALENT INSTALLED PER MFR'S SPECS) or SHEATHING MUST NOT BREAK WITHIN,' T4G 5U5FLOOR (ATTACHMENT V/ SECURE GABLE TO DBL TOP PLATE w/ SIMPSON METHOD PER 'NAILING SCHEDULE') M5TA24 a 32" O.G. MAX RAILING DETAIL V-4' MIN, FROM 2nd FLOOR LINE FRAME WALL SECTION - GABLE ROOF (or EQUIVALENT INSTALLED PER MFR'S SPECS) 4B SCALE: u.r.s. CONTINUOUS 2xo uwl (o) Iod NAIL5 3 BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 k' scA_E: 3/4'=r-0' FLOOR TRUSS 15 A NAILER FOR WALL SHEATHING)f RE ENGINEERED BATT OR BLOWN -IN INSULATION y 7B E -_ NOTE: SHINGLES OR TILE (PER COMMUNITY WA2 - " GYPSUM BOARD OR 2" HIGH (R -VALUE PER ENERGY CALCS)SPECS) a HANDRAILS WITH A CIRCULAR CROSS STRENGTH CEILING BOARD HANDRAIL SECTION SHALL HAVE AN OUTSIDE PRE-ENGINEERED ROOF TRUS" OVER 030 FELT PAPER (OR APPROVED PLASTIC OR METAL WEEP SCREE EMBEDDED STRAP DIAMETER OF AT LEAST I i INCHES (32 MM) / EQUAL) INSTALLED PER SECTION 8905 OF CONG, FILLED U -BLOCK w/ (PER PLAN) A 4 DOUBLE TOP PLATE r THE FBCR, oTH EDITION (201U AND NOT GREATER THAN 2 INCHES (51 MM). (1) l5 CONTINUOUS REBAR RECAST LINTEL IF THE HANDRAIL 15 NOT CIRCULAR, IT / X ) WINDOW (PER PLAN), (SIZE AND REINFORCEMENT SHALL HAVE A PERIMETER DIMENSION of METAL DRIP EDGE�� OVER ROOF SHEATHING (TYPE AND ATTACHMENT PER MFR PER PLAN) AT LEAST 4 INCHES (102 MM) AND NOT 2xo 5U5 -BAN ATTACHMENT METHOD PER 'NAILING SPECIFICATION iY' � ! H VENTED SCHEDULE") MAx GREATER THAN o 4 INCHES (l00 MM) WITH A MAXIMUM CRO55 SECTION OF [DIMENSION ALUMINUM SOFFIT s Mw. OF 2 a INCHES (51 MM). EDGES SHALL HAVE 8° TEXTURED GEMENTITIOUS COATING MIN. 8° GYPSUM BOARD OR 2" HIGH x x A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). (PER ASTM C92o) OVER PAPERBACK STRENGTH CEILING BOARD ALL INSULATION EXPANDED METAL LATH, OVER APPROVED 51MP50N 5P2 (U5P SPT24) a EACH 2X8 STUD PRECAST OR POURED IN (R -VALUE PER ENERGY CALCS) 2 -LAYER WATER RESISTANT BARRIER, OVER 000 UPLIFT CONNECTOR WALL SHEATHING (TYPE AND ATTACHMENT # PLACE SILL (PER BLDR ;" GYPSUM WALL BOARD METHOD PER 'NAILING SCHEDULE' TEXTURED CEMENTITIGU5 ) 15 REBAR VERTICALLY IN FULL WALL COATING MIN. (PER A5TM CONC. POURED CELL 2x8 SYP 12 WOOD STUDS a 12' O.C. MAX t - G926) OVER CML( -j (LOCATION PER PLAN) THE CLEAR SPACE E' P.T.FURRING STRIPS a 16" O.C. BETWEEN THE Y" DIAMETER ANCHOR BOLT a 8" CM k _ - HANDRAIL AND THE 12' O.C. MAX w/ T EMBEDMENT ` [ WALL SHALL BE I y' w/ 2' DIAMETER WASHER r. �° GYPSUM WALL BOARD WOOD BASE 2x8 SYP 12 WOOD STUDS a 12' O.C. MAX f: SIMP50N SPI (U5P 6PT22) i. I: 42' KNEEWALL EACH 2x8 STUD 'd 4 - 713 I) COURSE TIE -BEAM POURED SOLID w/ WA2 CONCRETE w/ (I) #5 REBAR HORIZONTALLY "ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE CONTINUOUS HANDRAIL a RECAST LINTEL a a AND REINFORCEMENT) 34' MIN, TO 38' MAX A.F.F.— WINDOW (PER PLAN), (SIZE AND REINFORCEMENT _XTERIOR WALL FOOTING ATTACHMENT PER MFR. PER PLAN) ef (SEE FOUNDATION PLAN FOR SIZE R SPECIFICATION FRAME ON BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) o �r MIT! /HLUIL TWO STORY SCALE: 3/4'4-0' 4A SCALE: 3/4'=I'-0' z PRECAST OR POURED IN LW o PLACE SILL (PER 51 -DR Y L Iod NAILS 8' O.G. MAX �" 2r W 2' TEXTURED GEMENTITIDUS ALL INSULATION TEXTURED CEMENTITIGU5 COATING MIN. (PER w z COATING MIN. (PER A5TM � o � (R -VALUE PER ENERGY GALLS) 2x4 BLOCKING a EACH BRACE. TOENAIL ASTM C92o) OVER PAPERBACK EXPANDED METAL C92(o) OVER CM INTO TRUSS wl (4) lod NAILS a EACH EN < LATH, OVER APPROVED 2 -LAYER WATER RESISTANT ONTINUOUS Zx4 w/ (4) 16d NAILS TOP n o 'GYPSUM WALL BOAR[D fi BARRIER, OVER WALL SHEATHING (TYPE AND OF FLOOR TRUSS (TOP 2x4 SUPPORTS o v 3/4' T4G SUBFLOOR (ATTACHMENT < A BOTTOM PLATE OF 2nd FLOOR WALL) 1 o N 4° P.T. FURRING STRIPS Io" O.C. ATTACHMENT METHOD PER "NAILING SCHEDULE METHOD PER 'NAILING SCHEDULE" ia° T4G SUBFLOOR (ATTACHMENT I) 05 CONTINUOUS REBAR 16° O.C. MAX, IN EXTERIOR BEARING STUDS ti METHOD PER 'NAILING SCHEDULE') ° a o CONCRETE POURED CELL 8d RING SHANK NAIL 5 e 4° O.G. [SIZE AND SPACING PER NOTE -A o (VERIFY PER PLAN) MAX INTO BLOCKING 121, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] \PRE ENGINES �; o 2 -0' OOD BASE PRE-ENGINEERED FLOOR TRUSS RrD FLOOR TRUSS u v (MIN. IN 5LAB)� EMBEDDED STRAP-CNTINUOU5 2xo w/ (6) Iod NAIL 5 a E ° 1 5 REBAR 48" LONG w/ o° NOCK 7B (or EQUIVALENT) 7B BOTTOM OF FLOOR TRU55 (BOTTOM 2x6 a 24' O.G. (MIN. 24" IN SLAB) 2x4 BRACE a 48" O.C. w/ (5) 12d NAILS - - = IS A NAILER FOR WALL SHEATHING) a EACH EN - - WA PER PLAN) WA2 ao ° GYPSUM BOARD OR 2" NIGH _ ' a 4" CONCRETE REINFORCED w/ FIBERMESH AT STRENGTH CEILING BOAR ��.I - 2" TEXTURE[) CEMENTITIOUS A RATE CF.151b5 PER CUBIC YARD ON o MIL ll _�L _ COATING MIN. (PER ASTM - o POLY ETHYLENE `VAPOR BARRIER ON WELL CONC. FILLED U -BLOCK IV - C92o) OVER CMU = 8" GYPSUM BOARD OR 2" NIGH o — •' a •' COMPACTED CLEAN TERMITE TREATED FILL (1) r5, CONTINUOUS REBAR - . a� - STRENGTH CEILING BOARD NOTE: —� o° 6° o" 3) 1� REBAR ON CHAIRS Lu STRUCTURAL SHEATHING MUST NOT GNC. FILLED U BLOCK w/ o 2110. BREAK WITHIN 1'-4" MIN. FROM 2nd (1) 15 CONTINUOUS REBAR " FLOOR TRUSS CONNECTION FLOOR LINE PERPENDICULAR OPEN TO ABOVE WALL SECTION SCALE: 3/4'=V-0' PARALLEL TO BLOCK TO BLOCK 2 rwosroRY SCALE: 3/4':1'-0' A R C H IT EC• T S, Design Grou inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 w w w. a b d e s i g n g r o u p. c o m AA #: 0003325 r � SUBDIV. & LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT#: 82065.135/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA OCT 1 2 DAI/t: 10/11/18 S C ALE: 1/4" =1'- O" SHEET D4_ M5TCM410 1116' 0.5.5. SHEATHING OR (INSTALLED ON TOP OF 1/2' CDX PLYWOOD WALL SHEATHING 2x4 EXTERIOR WALL Q STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL M5TCM40 (INSTALLED ON TOP OF� WALL SHEATHING 7/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD 2X6 EXTERIOR WALL 1 X 5TUD5 tI 2X6 50TTOM PLATE t.l PLAN VIEW - 2x6 WALL (-,-)EXTERIOR STUD WALL- OUTSIDE CORNER SCALE: N.T.S. M5TCM4(0 (INSTALLED ON TOP OF WALL SHEATHING 1116'0.6,13. SHEATHING OR 1/2' CDX PLYWOOD 2x4 EXTERIOR WALL STUDS ` 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL 1116' 0.5.5. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO 50LID STUD W/ ll(o) 16d SINKER NAILS PRE-ENGINEERED FLOOR TRUSS M5TCM40 CONNECT 50TTOM OF STRAP TO CMU BLOCK WALL W/ (12) a' TAPCONS NOTE: MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS 15 I Y' 1116' 0.S.5. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (1(o) 16d SINKER NAILS 2X EXTERIOR WALL STUDS SECOND FIN. FLF • °z s � N m � � Z�0 Zm TOP OF z MASONRY WALL - o A ELEVATION VIEW SCALE: NT.S. IDS J' T 4 G 5U5FLOOR GLUEC NAILED AS PER NAILING SCHI D5L 2x4 50TTOM I 2x4 EXTERIOR WALL 7/16' 0.5.5. SHEATHING OR 1/2 PLYWOOD ' T 4 G 61,15FLOOR GLUED " NAILED AS PER NAILING SCHEI 2X6 50TTOM P 2X6 EXTERIOR WALL 5 PRE-ENGINEERED FLOOR 7/16' 0.55. SHEATHING OR TRUSS 7/16' 0.55. SHEATHING OR I/2' MSTCM40 I/2' CDX PLYWOOD o �{ C (INSTALLED ON TOP OF MSTCM40 ? 0 PLYWOOD WALL SHEATHING I` TOP OF B un- MA50NRY WALL PLAN VIEW - 2x6 WALL 2X6 EXTERIOR WALL STUDS I� PLAN VIEW - 2x4 WALL PRE-ENGINEERED FLOOR TRU65 CONC. FILLED LINTEL BLOCK W/ (1)15 CONTINUOUS RE5AR HTT-4 SECURED TO STUD W/ (20) IOd X 1 2' NAILS 5/S' A.T.R. IN HIGH STRENGTH EPDXY (MIN. l' EMBED) ` 2X6 50TTOM PLATE PLAN VIEW - 2x6 WALL 2EXTERIOR STUD WALL - INSIDE CORNER SCALE: N.T.5. HTT-4 SECURED TO STUD Wl (20) IOd X I �' NAILS 5/0' A.T.R.— PRE-ENGINEERED .T.RPRE-ENGINEERED FLOORXMI'll TRU55 (GIRDER DRAWN) i i 1116' 0.5.5. SHEATHING OR I/2' CDX PLYWOOD ml 1 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) a' TAPCON5 NOTE: MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS 15 I Y' 2X EXTERIOR WALL STUDS SECOND FIN. FLP_ TOP OF WALL PRE-ENGINEERED FLOOR TRU55 (GIRDER DRAWN) NTT -4 5ECURED TO STUD W/ (20) IOd X I �' NAILS USP KST260 (ATTACHED PER BEARING P05T/ MANUFACTURER'5 SPECIFICATIONS) BEARING STUDS (PER PLAN) 5/S' A.T.R. IN HIGH STRENGTH EPDXY (MIN. l' EMBED) FOUNDATION (PER PLAN) EXTERIOR STUD WALL OPTION #I (NTT -4 METHOD) 3 CORNER TO POST SCALE: N.T.S. B ELEVATION VIEW SCALE: N.T.5. PRE-ENGINEERED FLOOR TRU55 (GIRDER DRAWN) 1116' 0.5.5. SHEATHING OR 1/2' CDX PLYWOOD ERRING POST/ BEARING STUDS (PER PLAN) w. a i . o o .... OPTION 12 (1<5126(0 METHOD) D5L. STUD REQUIRED W/ 2x4 WALL 1116' 0.5.5. SHEATHING OR 1/2' CDX PLYWOOD SECOND FIN. FLP_ MA50NRY WALL 50LID BLOCKING REQUIRED UNDERNEATH STUD n / 4!" zm w C ELEVATION VIEW SCALE: N.TS. EXTERIOR STUD WALL - PERPENDICULAR TO BLOCK SCALE: N.T.S. -ENGINEERED FLOOR TRUSS IC, FILLED LINTEL BLOCK W/ (1)15 ITINUOU5 RE5AR •4 SECURED TO STUD W/ (20) IOd i' NAILS A.T.R. IN HIGH STRENGTH EPDXY 7' EMBED) 2X EXTERIOR WALL STUDS NTT -4 SECURED TO STUD W/ (20) 10d X I " NAILS -ENGINEERED FLOOR TRU55 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EM5ED) CONC. FILLED LINTEL BLOCK W/ (1)$5 CONTINUOUS RE5AR A R C H I T E C T S Design Grout-lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT#: R2065.135/00001 PAGE: SECTIONS/ DETAILS ARCHITECT STATE OF FLORIDA OCT 1 D.��E: 10/11/16 SCALE: 1/4"=1'-0" SHEET NOTE: ECURE EACH KING STUD TO TOP PLATE w/ STRUCTURAL SHEATHING MUST NOT 51MP50N 5P4 or USP 5PT4 BREAK WITHIN I'-4' MIN. FROM 2nd (FOR 2x6 WALL USE 51MP50N 5P6 or U5P 5PT(o) FLOOR LINE EXTERIOR BEARING STUDS RE -ENGINEERED TRUSSES w/ TRU55 PRE-ENGINEERED ROOF TRJ5 # SIZE AND SPACING PER NOTE 21, [SIZE CONNECTOR (VERIFY w/ TRUSS PLAN) UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] OUBLE TOP PLATE CONTINUOUS 2x4 w/ (4)16d NAILS a TOP - RIPPLE STUDS e 16' O.C. MAX OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2nd FLOOR WALL) xING 57Up5 (SEE 'MINIMUM WALL AND HEADER STUD 2x DOUBLE TOP PLATE 5IMP50N MT512 or USP MTWI2 TO LEDGER � 24' O.C. REQUIREMENTS' CHART ON FRAMING PLAN PRE-ENGINEERED ROOF TRUSSES RE -ENGINEERED FLOOR TRU55 HEADER FOR DETAILS AND SPECIFICATIONS) or a - (SIZE PER PLAN) ECURE JACK STUDS TO HEADER CONVENTIONALLY -FRAMED DOUBLE 2x6 LEDGER w/ 51MP50N or USP L6TA12 RAFTER SECURED TO TRU55 w/ %a' x 5' _ — (EACH SIDE OF OPENING) LAG SCREWS 6 24' O.C. MAX _EMBEDDED STRAP JACK STUDS CONTINUOUS 2x6 w/ (6) 16d NAILS 0 (PER PLAN) (SEE MINIMUM WALL AND HEADER STUD BOTTOM OF FLOOR TRU55 BOTTOM 2x6REQUIREMENTS' - - RECAST LINTEL CHART ON FRAMING PLAN 15 A NAILER FOR WALL SHEATHING _ 151ZE AND REINFORCEMENT DOOR / WINDOW FOR DETAILS AND SPECIFICATIONS) PER PLAN) OPENING EXTERIOR BEARING STUDS / [ SIZE AND SPACING PER NOTE #21, LEDGER CONNECTION AT FLOOR TRUSS UNDER CATEGORY TIMBER ON 1 PERPENDICULAR SCALE: 3/4'=I' -ID' GENERAL NOTES SHEET GN)] ECURE EACH JACK 4 KING STUD ROOF SHEATHING (TYPE AND TO BOTTOM PLATE w/ SIMP50N 5P4 ATTACHMENT METHOD PER NOTE: // O /' or USP 5PT4 'NAILING SCHEDULE' STRUCTURAL SHEATHING MUST NOT BREAK WITHIN I'-4' MIN. FROM 2nd 2x BLOCKING UNDER WALL STUDS, SECURED BETWEEN ECURE BOTTOM PLATE TO SLAB w/ FLOOR LINE EXTERIOR BEARING 5TUD5 / 0 )2' x 9' ANCHOR BOLT w/ 2' WASHER TRUSS BAYS w/ (3) 12d NAILS s EACH EN PRE-ENGINEERED ROOF TRUS [SIZE AND SPACING PER NOTE "21, =' SET IN 51MP50N HIGH STRENGTH 2x STUDS SPACING PER PLA UNDER CATEGORY TIMBER ON EPDXY (OR EQUIVALENT) 6 -� GENERAL NOTES SHEET GN)] t /EMBEDMENT MIN. 9 32' O.C. MAX MT512 0 EVERY STU 2x BOTTOM PLAT EXTERIOR WINDOW DOOR OPENING IN FRAME WALL DORMER ATTACHMENT 51ZE AND SPACING OF STUDS PER PLAN 51MP50N MT512 or USP MTWI2 �] 4 SCALE: 3/4'=I' -ID' Two STORY SCALE: 3/4'=I' -ID' TO LEDGER Q 24' O.C. / — RE -ENGINEERED FLOOR TRU55 ECURE EACH KING STUD TO TOP PLATE w/ SIMPSON 5P4 or USP SPT4 IMPSON SPS or USP 5PT8 TOP 4 BOTTOM DOUBLE 2x6 LEDGER- _ SECURED TO TRUSS w/ %' x 5' — LAG SCREWS 32' O.C. MAX [ (FOR 2x6 WALL USE 51MP50N 5P6 or USP SPT6) MBEDDED STRAP (PER PLAN) RE -ENGINEERED TRUSSES w/ TRUSS PRE ENGINEERED TRUSSES w/ TRU55 RECAST LINTEL �— CONNECTOR (VERIFY w/ TRU55 PLAN) CONNECTOR (VERIFY w/ TRU55 PLAN) — . (SIZE AND REINFORCEMENT TOP PLATE HEADER\ ----DOUBLE TOP PLATE A � PER PLAN) RIPPLE STUDS 6 16 O.C. MAX (SIZE PER PLAN) KING STUDS IMP50N or USP M5TA24 LEDGER CONNECTION AT FLOOR TRUSS (SEE 'MINIMUM WALL AND HEADER STUD a EACH JACK STUD 2 PARALLEL SCALE: 3/4'=r -ID' HEADER (SIZE PER PLAN) REQUIREMENTS' CHART ON FRAMING PLAN 2x8 SYPZ WOOD STUDS e 121 O.C. MAX. FOR DETAILS AND SPECIFICATIONS) WALL SHEATHING TO BE WITHINY' OF ECURE JACK STUDS TO HEADER WINDOW/DOOR OPENING. WALL SHEATHING w/ 51MP60N or USP L6TA12 MAX.(TYPE AND ATTACHMENT METHOD PER NOTE: l/16' 0.5.8. SHEATHING OR I/2' CDX (EACH 51DE OF OPENING) OPENING 4a' NAILING SCHEDULE') SHEATHING MUST NOT BREAK AT PLYWOOD CONTINUOUS TO BLOCK JACK STUDS 'MINIMUM 2) JACK STUDS 4 (2) KING STUDS EACH JOINT OF WALL AND INTERSECTING CONT. 2x4 W/ (4) 16D NAILS a TOP OF C (SEE WALL AND HEADER STUD ROOF DECKING. FLOOR TRUSS DOOR/ WINDOW REQUIREMENTS' CHART ON FRAMING PLAN SIDE OF OPENING (TOP 2x4 SUPPORTS BOTTOM PLATE OPENING FOR DETAILS AND SPECIFICATIONS) JACK STUD ASSEMBLY TO BE SECURED OF 2ND FLOOR) XTERIOR BEARING STUDS PLY AT A TIME. U5E 12d (2 O 2X EXTERIOR STUDSPLYWOOD 1/16' O.S.B. SHEATHING OR 1/2' CPX OVER PRE-ENGINEERED [SIZE AND SPACING PER NOTE "21, UNDER CATEGORY TIMBER ON THIN 6NE FROM EACH END N01 M5, RE THAN 12' O.C. STAGGERED ROOF TRU55E5 GENERAL NOTES SHEET GN)] JACK STUD ASSEMBLY X NOTE: ROOF 4/1 - 70 BE o CONDITIONS MAY SECURED ONE PLY AT A TIME. USE 12d 1 /J Q VARY NAILS, (2) WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED SECOND FIN. FLR /o /o :: /WINDOW ECURE EACH JACK 4 KING STUp SILL w/ CRIPPLE 5TUD5 e 16' O.C. TO BOTTOM PLATE w/ SIMP50N 6P4 C. Bw�2'I or USP 5PT4 MAXI w/ 71' EMBEDMEETER NT DIAMETER ER WASHER HE / HEATHING TO LAP TO TOP OF TOP OF WALL % Q / WALL. SHEATHING MUST NOT BREAK I'-4' MIN. IMPSON or U5P M5TAM24 9 EACH JACK 3 , SECURED w/ (3)y x I /4 7APCONS TO PRE-ENGINEERED FLOOR TRUSSES CONT. 2x6 w/ (6) 16d NAILS 9 BOTTOM OF FLOOR TRU55 FROM 2ND FLOOR LINE CMU w/ MIN. 2' COVER 4 2' APART 2x8 BOTTOM PLATE (BOTTOM 2X(o 15 FOR WALL BEARING CONDITION �— SHEATHING NAILER) (PER PLAN) TYPICAL PRECAST LINTEL ROOF TO SECOND FLOOR WALL EXTERIOR WINDOW DOOR OPENING IN FRAME WALL WINDOW OPENING IN 2 -STORY WALL 3 PARALLEL SCALE: 3/4'=I' -ID' 5 TU)0 STORY SCALE: 3/4'=I' -ID' ,� TWO STORY SCALE: 3/4'=I' -ID' A R C H I T E C T S Design GioU Inc. 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 #135) MODEL: LARGO (VERSION#01) PROJECT#: R2065.135/00001 PAGE: SECTIONS/ DETAILS ARCHrrECT- STATE OF FLORIDA OCT 1 2/2918 DA": 10/11/18 8 EET _ Do Ryan Homes -Openings Vendor: 84 Lumber Vendor Number: 00619 Windows - Sliding Glass Doors - DOUBLE PANE LOW E FLM Part # Unit Size Description Masonry Opening Frame Opening FLM Part # Unit Size Description Masonry Open Ing Frame Opening Sliding Glass Doors Vinyl FLM Windows 14634 14634 14634 14634 14634 14634 14634 14634 14634 14634 14634 L0432426 EA 12/0 X 8/0 DOOR SGD POCKET ALUM (WHITE) W/SCRN 143 1/2" X 95 1/2" -TO 1901/2" 16100 L0369270 EA 26 TW 1/2 EYEBROW I WDW VINYL SH WHT W/GR & SCRN 74 1/2" X 95" I L0434206 EA 12/0 X 8/0 OXXO DOOR SGD ALUM (WHITE) W/SCRN 147" X 961/2" 16100 L0367192 EA 26 TW W/ARCH WDW VINYL SH W/GR & SCRN 74 1/2" X 76" L0429616 EA 16/0 X 8/0 I DOOR SGD ALUM (WHITE) W/SCRN 191" X 96 1/2" -TO 286" 16100 L0297193 EA 26 TWIN WDW VINYL SH CLEAR NO GR W/SCRN I 74 1/2" X 72' L0354136 EA 5/0 X 6/8 DOOR SGD ALUM W/SCRN 62 1/4" X 81 1/2" 16104 1_0426486 EA I 2626 FX WDW VINYL W/GR 30" X 30" L0298912 EA 5/0 X 8/0 DOOR SGD ALUM (WHITE) W/SCRN 62 1/4" X 96 1/2" I 16103 L0367491 I EA 2640 WDW VINYL SH CLEAR NO GR W/SCRN 30" X 48" L0295466 EA 6/0 X 6/8 DOOR SGD ALUM (WHITE) W/SCRN 741/4" X 811/2" I 16104 L0366994 EA 2650 FX WDW VINYL SH CLEAR NO GR NO SCRN 30" X 60" L0295467 EA 6/0 X 8/0 I DOOR SGD ALUM (WHITE) W/SCRN 741/4" X 961/2" 15317 L0354138 EA 2850 I WDW VINYL CSMT W/GR & SCRN 32" X 60" L0303298 EA 8/0 X 6/8 DOOR SGD ALUM (WHITE) W/SCRN 981/4" X 811/2" 16103 L1040440 EA 2860 WDW VINYL SH WHT W/GR & SCRN 32" X 72" L0310660 EA 8/0 X 8/0 DOOR SGD ALUM (WHITE) W/SCRN 981/4' X 961/2' 16104 L0296557 I EA 3/0X3/0 FX TMP WDW VINYL SH CLEAR NO GR 36" X 36" L0329528 EA 9/0 X 6/8 DOOR SGD ALUM (WHITE) W/SCRN 1081/2" X 811/2" 16104 L0429520 EA 3024 FX TEMP I WDW VINYL FX CLEAR NO SCRN 36" X 28' L0298914 EA 9/0 X 8/0 DOOR SGD ALUM W/SCRN 1081/2" X 961/2" I 16103 L1040450 EA 3030 WDW VINYL SH WHT W/GR & SCRN 36" X 36" 16104 L0317308 EA 3030 FX WDW VINYL SH WHT W/GR & SCRN 36" X 36" Vinyl FLM Windows 16103 L0298924 EA 3030 FX ARCH TOP WDW VINYL FX CLEAR NO GR 36" X 40" 16104 16103 16103 16104 16104 16103 15103 16103 15103 16104 16104 16103 16103 16103 16103 16103 16103 16103 16103 16103 16104 16104 16104 16103 16104 16103 16104 16103 16103 16104 16103 16103 16103 16103 16103 16103 16103 16103 16103 16103 16100 15103 16103 16103 16103 16100 16100 16100 16103 16103 16103 16103 16100 L0460340 EA 1/4X1/4 FX TMP ( WDW VINYL SH CLEAR NO GR 16103 L0365362 EA 3030 W/1/2RD WDW VINYL SH WHT W/GR & SCRN 36" X 59" L0432421 EA 13 WDW VINYL SH CLEAR NO GR W/SCRN 201/8" X 38 3/8" 16104 1_0352195 EA 3040 WDW VINYL OVAL WHT W/GR 38" X 52" L0439893 EA 14 WDW VINYL SH W/GR & SCRN 201/8" X 50 5/8' 16103 L0369494 EA 3040 WDW VINYL SH CLEAR NO GR W/SCRN 36" X 48" L0432424 EA 1433 FX NO FLANGE WDW VINYL FX WHT W/GR & SCRN 16" X 39" 16104 L0354140 EA 3040 FX WDW VINYL W/GR I 36" X 48" L0432423 EA 1433 FX W/FLANGE WDW VINYL FX WHT W/GR & SCRN 17" X 39" 16100 L0434443 EA 3040 TRIP WDW VINYL SH CLEAR NO GR W/SCRN 109" X 48" L0369271 EA 15 1/2 ARCH TOP WDW VINYL SH WHT W/GR & SCRN 20 1/8' X 67" 16100 L0423133 EA 3040 TW 1/2 EYEBROW WDW VINYL SH W/GR & SCRN 72 1/2" X 52" L0369273 EA 161/2 ARCH TOP WDW VINYL SH WHT W/GR & SCRN 201/8" X 76" 16100 L0434428 EA 3040 TWIN WDW VINYL SH CLEAR NO GR W/SCRN 72 1/2" X 48" 1_0429521 I EA 1620 FX WDW VINYL SH W/GR NO SCRN I 18"X 24" 16103 L0423134 EA I 3040 W/1/2 RND I WDW VINYL SH W/GR & SCRN I 36" X 70 L0430156 I EA I 1624 I WDW VINYL SH W/GR NO SCRN I I 18" X 28" 16103 L0298921 I EA I 3050 I WDW VINYL SH CLEAR NO GR W/SCRN I I 36" X 60" L0434427 I EA I 1634 FX WDW VINYL FX WHT W/GR I I 18" X 40" 16103 L0317307 EA I 3050 ARCH TOP I WDW VINYL SH W/GR & SCRN I I 36" X 64" L0439004 I EA I 1836 FX ARCH TOP I WDW VINYL FX W/GR & SCRN I I 20" X 46" 16104 L0367489 I EA I 3050 FX I WDW VINYL NO GR I I 36" X 60" L0303300 EA I 11-12 FX TP I WDW VINYL SH W/GR I 27 1/2" X 26" I 16100 L0366804 I EA [:T05:0 TPL I WDW VINYL 5H CLEAR NO GR W/SCRN I I 109" X 60" L0412312 I EA I 11-13 I WDW VINYL SH NO GR W/SCRN I 27 1/2" X 38 3/8" I 16100 L0298922 I EA I 3050 TWIN I WDW VINYL SH CLEAR NO GR W/SCRN I I 721/2" X 60" L0317304 EA I 1H4 I WDW VINYL SH CLEAR NO GR W/SCRN I 27 1/2" X 50 5/8" I 16100 L0354148 I EA I 3050-4050FX-3050 1 WDW VINYL W/GR & SCRN I I 121" X 60" L0419869 I EA I 11-14 W/1/2RD I WDW VINYL SH W/GR & SCRN I 27 1/2" X 68 5/8" I 16103 L0419409 I EA I 3056 ARCH TOP WDW VINYL SH W/GR & SCRN I I 36" X 70" L0319054 I EA I 11-15 I WDW VINYL SH W/GR & SCRN I 27 1/2" X 63" I 16103 L0477376 I EA I 34 I WDW VINYL SH CLAR NO GR W/SCRN I 54 1/8" X 50 5/8" I L0419870 I EA I 11-15 W/1/2RD WDW VINYL SH W/GR & SCRN T27 1/2" X 81" I 16103 1.0367188 I EA I 35 WDW VINYL 5H NO GR W/SCRN I 541/8" X 63" L0432419 I EA I 1H6 I WDW VINYL SH CLEAR NO GR W/SCRN I 27 1/2" X 72" I 16103 L0329525 I EA I 35 ARCH TOP I WDW VINYL SH W/GR & SCRN I 54 1/8" X 67" I L0317306 I EA I 1H6 ARCH TOP I WDW VINYL SH W/GR & SCRN 27 1/2" X 76" I 16103 1.0364384 I EA I 36 I WDW VINYL SH W/GR & SCRN I 54 1/8" X 72' L0298906 I EA I 1H6 TMP W/1/2RD I WDW VINYL SH W/GR & SCRN 27 1/2" X 90" I 16103 L0327816 I EA I 36 ARCH TOP I WDW VINYL SH W/GR & SCRN I 54 1/8" X 76" I L0434441 I EA I 2020 FX WDW VINYL FX CLEAR NO SCRN ( 24" X 24" 16104 L0367490 I EA I 4020 FX TMP I WDW VINYL FX CLEAR NO GR I I 48" X 24" 1_0298926 I EA I 2020 FX ARCH i0P WDW VINYL FX WHT W/GR I 24" X 28" 16103 1_0430847 I EA I 4030 FX 7MP I WDW VINYL SH CLEAR NO GR I I 48" X 36" L0369491 I EA I 2026 FX I WDW VINYL FX WHT W/GR I 24" X 30" 15865 L0434426 I EA [::::40:3 6 I WDW VINYL SLIDER WHT W/GR & SCRNI I 48" X 42" L0327818 I EA I 2030 I WDW VINYL SH CLEAR NO GR W/SCRN I 24" X 36" 15865 L0354129 I EA I 4040 I WDW VINYL SLIDER NO GR W/SCRN I I 48" X 48" L0352196 I EA I 2030 FX I WDW VINYL FX WHT W/GR I 24"X 36" 16104 L0354141 I EA I 4040 FX I WDW VINYL NO GR I I 48" X 48" L0298928 I EA I 2030 W/1/2 RD I WDW VINYL SH WHT W/GR & SCRN I I 24" X 52" 16103 L0368324 I EA I 4050 I WDW VINYL SH WHT W/GR & SCRN I I 48" X 60" L0434444 I EA I 2036 TMP FX WDW VINYL FX WHT W/GR I 24" X 42" 16100 L0427856 EA 4050 TWIN WDW VINYL SH W/GR & SCRN I 96 1/2" X 60" L0317309 EA 2040 WDW VINYL SH CLEAR NO GR W/SCRN I 24"X 48" 16103 L0460341 I EA I 5/0X5/0 FX TMP I WDW VINYL SH CLEAR NO GR 60" X 60" L0366113 ( EA I 2040 ARCH TOP I WDW VINYL SH W/GR & SCRN 24" X 52" 15865 L0298925 EA 5044 I WDW VINYL SLIDER WHT NO GR W/SCRN I 60" X 52" L0362731 EA 2040 FX TEMP WDW VINYL FX CLEAR NO SCRN 24" X 48" 16104 L0435847 EA 5052 FX TMP I WDW VINYL FX CLEAR NO GR I I 60" X 62" L0363422 EA 2040 W/1/2RD WDW VINYL SH WHT W/GR & SCRN I 24" X 64" 16104 L0295462 EA 54X12X24 ARCH WDW VINYL W/GR 54" X 28" L0417692 I EA I 2050 WDW VINYL SH CLEAR NO GR W/SCRN 24" X 60" 16104 L0295461 EA I 54X27 WDW VINYL 1/2 RD W/GR I 54"X 31" L0298929 I EA—1 2060 TMP ARCH WDW VINYL SH WHT W/GR & SCRN 24" X 76" 16104 L0298910 EA 58X28X561/2 RD I WDW VINYL W/GR I 58" X 61" L0298930 I EA 2060 TMP W/1/2 RND WDW VINYL SH WHT W/GR & SCRN i I 24" X 98" 16104 L0298911 EA 58X40X30 ARCH I WDW VINYL W/GR 58" X 44" L0351034 I EA I 23 I WDW VINYL SH CLEAR NO GR W/SCRN I 38" X 38 3/8" I 16103 1_0314657 I EA I IH3 WDW VINYL SH NO GR W/SCRN I 27 1/2" X 38 3/8" I L0319052 I EA I 24 I WDW VINYL SH CLEAR NO GR W/SCRN I 38" X 50 S/8" I L0369187 I EA I 24 W/1/2RD I WDW VINYL SH W/GR & SCRN I 38" X 74" I Transoms L0432425 I EA I 24-5 W/FLANGE I WDW VINYL SH W/GR & SCRN I 38" X 56 1/4" I 16104 L0429519 I EA I 2014 I TRANSOM VINYL WHT NO GR I 25" X 17" I 24" X 16" L0298907 I EA I 2430 I WDW VINYL SH W/GR & SCRN I I 28" X 36" 16104 L0354132 I EA I 3014 I TRANSOM VINYL W/GR I 37" X 17" I 36" X 16" L0367488 I EA I 2436 FX —F WDW VINYL SH WHT W/GR & SCRN I I 28" X 42" 16104 L0354133 I EA I 3044 I TRANSOM VINYL W/GR I 37" X 53" I 36" X 52" L0430846 I EA I 2450 TWIN I WDW VINYL SH CLEAR NO GR W/SCRN I 28" X 60" 16104 L0324888 EA I 3214 TMP I TRANSOM VINYL WHT NO GR I 39" X 17" I 38" X 16' L0298908 I EA I 2460 TMP I WDW VINYL SH W/GR & SCRN I I 28" X 72" 16104 L0328436 I EA I 3616 ARCH I TRANSOM VINYL WHT W/GR I 43" X 23" I 42" X 23" L0295456 I EA I 25 I WDW VINYL SH CLEAR NO GR W/SCRN 38" X 63" I 16104 L0354134 I EA I 3624 ARCH I TRANSOM VINYL W/GR r 43" X 33" I 42" X 33" L0300838 I EA I 25 ARCH TOP I WDW VINYL SH W/GR & SCRN I 38" X 67" I 16104 L0329526 I EA I 4013 I TRANSOM VINYL WHT NO GR I 49" X 16" I 48" X 15" L0295460 I EA I 25 TMP W/1/2 RD I WDW VINYL SH W/GR & SCRN I 38" X 86' I 16104 L0300837 I EA I 4613 I TRANSOM VINYL WHT W/GR I 55" X 16" I 54" X 15" L0310640 I EA I 25 TW 1/2 EYEBROW I WDW VINYL SH WHT W/GR & SCRN I 741/2" X 75" I 16104 L0295463 I EA I 4620 I TRANSOM VINYL WHT W/GR I 55"X 25" 54" X 24" L0300839 I EA I 25 TW W/ARCH WDW VINYL SH W/GR & SCRN I 741/2" X 67" I 16104 L0354135 I EAI 4626 ARCH "TRANSOM VINYL W/GR I 55"X 34" I 54" X 34" L0295457 I EA I 25 TWIN WDW VINYL SH CLEAR NO GR W/SCRN I 74 1/2" X 63" I 16104 L0354131 I EA I 5016 I TRANSOM VINYL W/GR I 61" X 19" I 60" X 18" L0317305 I EA I 25 W/1/2 RD I WDW VINYL SH W/GR & SCRN I 38" X 86" L0369490 I EA I 26 I WDW VINYL SH CLEAR NO GR W/SCRN I 38" X 72" Doors _ L0295459 I EA I 26 ARCH TOP I WDW VINYL SH W/GR & SCRN 38" X 76" I EA 2/8 6/8 Door 35 5/8" X 831/16" 34 1/8" X 82 5/16" L0361749 I EA I 26 TMP W/l/2 RND I WDW VINYL SH W/GR & SCRN 38" X 95" I EA I 3/06/8 I Door I 39 5/8" X 83 1/16" I 38 1/8" X 82 5/16" L0434442 I EA I 26 TRIP WDW VINYL SH CLEAR NO GR W/SCRN 111" X 72" I EA I 2/88/0 I Door r 35 5/8"X 991/16" I 34 1/8" X 98 5/16" EA I 3/08/0 I Door I 39 5/8" X 991/16" I 38 1/8" X 98 5/16" A R C H I T E C T S Design GroupInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT#: R2065.135/00001 PAGE: WINDOW SCHEDULE ARCHITECT- STATE OF FLORIDA OCT 1 018 D#tE: 10/11/16 SCALE: 1/4"=1'-0" SHEET ID7 @II! IIJ dos aoaeaar SUBDIV. & LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT#: R2065.135/00001 PAGE: WINDOW SCHEDULE ARCHITECT- STATE OF FLORIDA OCT 1 018 D#tE: 10/11/16 SCALE: 1/4"=1'-0" SHEET ID7 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH @ 9" O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %8" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED Q I" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM C1063 1.10.1.4 NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. IS) 0.0415" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO 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 OSB AROUND PENETRATION OR LESS PIPE PENETRATION STARTING WITH THE BOTTOM 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 PROTECTO FORM FLASH I WITH THE CENTER OF THE PIPE. ADHE FORM FLASH I TO THE BOTTOM HALF THE PIPE AND WRAP AROUND THE 8" TRICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED al" (VERT.) O.C. MAX AT SUPPORTS WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD TYPE "M" CONTROL JOINT 1 SCALE: N.T.S. NOTE: APPLY SEALANT AT I'M" CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 16 TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL 3 SCALE: Mh. TAKE SECOND PIECE OF FORM FLASH I 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 #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) SECTION METAL LATH PROTECTO FORM FLASH I CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO OSB AROUND PENETRATION ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS, THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0475 -IN. (1.21 -MM) WIRE AT INTERVALS NOT MORE THAN 9" (229 -MM). AS PER ASTM C1063 7.8.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STU SHEATHI WRB #1 TAPED T SHEATHING w/ WI #2 OVER TOP. Wf #2 TO BE LAPPE._ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE I" VERTICAL LAP MIN. LATH VERTICAL LAP TO BE 1" HORIZONTAL LATH & PAPER DETAIL dionliMIN FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) 2PAPER LAP SCALE: N.TS. WOOD SHEATHING WATER RESISTIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUF. SPECS) WEEP SCREED STARTER STRIP (PER MANUF. SPECS) MINIMUM CLEARANCE (PER MANUF. SPECS) 5"XI" CONTINUOUS 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 (�ow- NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF (o" /@ VERTICAL LAPS (ROLL ENDS) & 6" e HORIZONTAL LAPS, METAL LATH TAPE WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL Mmormudri $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER #1, STUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 z (FORTIFIBER E BUILDING PAPER OR a) APPROVED EQUAL) METAL LATH x x x x STUCCO 4 4a:I SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC 8103.1.1 / ASTM C-847-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RESISTIVE BARRIER A R C H IT E C T S Design GioU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 rSUB® 8e LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT#: R2065.135/00001 PAGE: WALL ASSEMBLY DETAILS ARCHrrECT: STATE OF FLORIDA OCT 1 2 DA;fE: -'1,0/11/16 S ALE: 1/4"=1'-0" VV �� TEXTURED CEMENTITIOU5 WRB LAYER #I, STUCCOWRAP (OR APPROVED COATING X_1 EQUAL) _— WRB LAYER #2, FORTIFIBER BUILDING=f WOOD SHEATHING 8° CHICK, 3 COAL PAPER (OR APPROVED EQUAL) ` { VENT CAP 15 TO BE SET IN CONTINUOUS BED OF # 5TUCCOWRAP (OR APPROVED CEMENT PLASTER WRB LAYER 1, „ �,,; SEALANT. A— PREMANUF, DRYER VENT CAP EQUAL) TAPED DIRECTLY t0 SHEATHING ONE -PEKE HOODED VENT ATTACHED PER MANUF. ! (SET IN CONT. SEALANT) LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS STEP FLASHING NAILING FLANGE, STOP WRB APPROX. ;i APPLY SEALANT AT PERIMETER OF _ OVERLAPS KICKOUT I %' ABOVE SHINGLES X NON-MOVABLE FRAME AND STUCCO ON ALL = DIVERTER 1° MIN. ` �" — — SEALANT ALL SIDES ,`,"'r: SELF -ADHERING FLASHING " SIDES, Y' SEALANT e JOINTS ALL AROUND �'I: THICK, 3 COAT CEMENT PLASTER STEP FLASHING % METAL LATH 6B DRYER VENT BLOCK SCAlE: E DRYFLEKT KICKOUT DIVERTER WRB LAYER #2, FoRTIFIBER BUILDING w PAPER (OR APPROVED EQUAL) BUILDING PAPER DRYER VENT(FRAME) OVER 'QUICK FLASH' FELT UNDERLAYMENT 6)SCALE: N.T.S. - PER FBC R103.1.1Ao 8PIPE THROUGH WALL—� SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 3°, FASCIA WRAP EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL EXTEND 1/2° BELOW BUILDING PAPER COMPLY WITH THE APPLICATION REQUIREMENTS OF SHEATHING, MECHANICALLY UNDER 'QUICK FLASH° ASTM C 926-12A. FASTEN 4' C.C. MAX. WENT PENETRATION (—A)VENT INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A WOOD SHEATHING WRB LAYER 12, FORTIFIBER LEGEND WOOD WRB LAYER 11, BUILDING PAPER (OR DRAINAGE PLANE NOTE: CONSTRUCTION STUccoWRAP (OR APPROVED EQUAL) (WRB LAYER #1, 5TUCCOWRAP INSTALL KICKOUT FLASHING KICKOUT DETAIL WOOD APPROVED EQUAL)METALLATH OR APPROVED EQUAL AT BOTTOM OF ROOF 4 WALL 5 SGALE:NiS. SHEATHING WRB LAYER #2, WOOD —�-1/8" TEXTURED FINISH WOOD WRB LAYER #2 FORTIFIBER CONSTRUCTION } FASTEN TO WOOD STRUCTURAL (FORTIFIBER BUILDING PAPER INTERSECTIONS f BUILDING PAPER (OR 8° CMU MEMBER "I° O.C. MAX OR APPROVED EQUAL) x APPROVED EQUAL) -_� %8' t0 %' MID -WALL AREA TO RECEIVE I COAT OF 5HER-CRETE _ $" THICK, ® METAL LATH X X X X FLEXIBLE CONCRETE WATERPROOFER or 3 COAT CEMENT WEEP SCREED WOOD FRAMED PLASTER 6° WIDE STRIP SELF STUCCO SCRATCH COAT PRIOR TO ELEC. METER _ WALL - %8' TO 7/8' MID -WALL f: ADHERING FLASHING, CLEAN WOOD SHEATHING �Tl INSTALLATION - WEEP SCREED MASONRY BEFORE APPLYING SELF-ADHESIVE FLASHING 1 (PER 3/WAl) — 6" SELF -ADHERING FLASHING TEXTURED FIN15H la MASONRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE: (FRAME TO FRAME) (FRAME TO BLOCK) METAL LATH: LATH TO BE PER FBC 8-1031.1 / ASTM IF ELEC. METER FIELD VERIFY (1i SCALE: N.T.S. (1J SCALE: N.T.S. C-041-09, MIN. 2.5 LB5, PER 50. YARD (UTILITY OR ® LOCATION NOMINAL LATH DOES NOT MEET SPECIFICATIONS) NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS ELEC. METER FIELD VERIFY LOCATION _ CUT ENOUGH PROTECTO FORM SEALANT ON TOP 4 SIDES ONLY FLASH I PIECES To COVER BOX 4° NOTE: ATTACH PER — PAST EACH SIDE. STARTING l N AT THE MANUFS PE CIFICATI ON5 OTTOM OF THE 0 B E B XG MOV RE E RELEASE LINER AND APPLY MAKE AN 'X° CUT THROUGH PUSH THE PROTECTO FORM CAVITY TO BE FILLED WITH RIGID PROTECTO FORM FLASH I INA THE PROTECTO FORM FLASH I FLASH I INTO THE OPENING A POLYMERIC I�OCYr,NATE-POL YBLEND SINGLE FASHION TO COMPLETELY � IN THE CENTER OF THE BOX AND ADHERE TO THE FOAM ('GREAT STUFF' OR SIMILAR) COVER THE BOX. \ l r0R OUTLET O INTERIOR OF THE BOX. 1 LE OPENING TO NO CLOSER EXTENDING L E WOOD SHEATHING THAN 1° TO CORNER. STEP 1 STEP 2 STEP 3 C-' WRB LAYER #I, 5TUCCOWRAP APPLY SEALANT AT COP 4 (OR APPROVED EQUAL) ELA5TOMERIC COATING PROTECTO FORM FLASHAN ISIDES OF ELEC. METER BOX R APPROVED EQUAL) AFTER STUCCO INSTALLATION SELF ADHERING FLASHING APPLY E -Z BEAD ° ° OVER STUCCO/ C.V. FINISH FLASH OPENING WITH PROTECTO FORM FLASH i APPLY 60 MIN GRADE 'D' FELT -- (OR APPROVED EQUAL) (SEE TYPICAL WALL° SELF ADHERING FLASHING PERFLASHING OVER SELF -ADHERING FLASHING OVER 60 MIN GRADE 'D' SECTION)o. ° METHOD AS DE5CRIBED IN DETAIL 3 OF WAI OVER APROVED HOU5EWRAP FELT -PROVIDE SEALANTo. o. METAL LATHo ELECTRICAL CONDUIT 'PIPE PENETRATION DETAIL' AT ALL JOINT5 AND °'°'° PENETRATION 8 SALE: NT.S. INTERSECTIONS APPLY 1 COAT OF 5NER-CRETE FLEXIBLE CONCRETE WRB LAYER #2, FORTIFIBER EXTERIOR WATERPROOFER 2° LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR STEP 4 STEPS 9 ELECTRICAL RECEPTACLE � _ STEP 6 OR METER CAN COMBO OR METER CAN AND DISCONNECT APPROVED EQUAL) �ALE:KTS. `E15T' A R C H I T E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #:0003325 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT##: R2065.135/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT. STATE OF FLORIDA OCT 1 2 2018 DAT: 10/11/18 sC :1`"/4"=1'-0" SHEE T WOOD SHEATHING WOOD CONSTRUCTION Y4" HAT CHANNEL W/ %a° WRB LAYER 11, 5TUCCOWRAP TYPE "X" DRYWALL (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT WRB LAYER 11 PLASTER 3TUCCOWRAP (OR AM6(o-WFWC-180 CUSTOM CASING APPROVED EQUAL) BEAD (OR APPROVED EQUAL) a" THICK, 3 COAT CEMENT PLASTER WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING ;,' PAPER (OR APPROVED EQUAL) WRB LAYER #I, 6" SELF-ADHEREING FLASHING 5TUCCOWRAP (OR APPROVED EQUAL) WRAPPED '@ CORNER OF CANTILEVER n� AMICO AM66-WFWC-180 AMICO AM66-WFWC-180 CUSTOM CUSTOM CA51NG BEAD CA51NG BEAD (OR APPROVED EQUAL) (OR APPROVED EQUAL) (W/OPT. WEEPS) DO NOT CAULK OR SEAL GAP CASING BEAD DETAIL C CANT. 1 OA SCALE: N.T.S. FINISH LAYER (2 LAYER PEEL 4 5TICK) 6" PEEL 4 5TICK Q DRIP EDGE TO DECK I %"XI %4" P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING Ist LAYER (2 LAYER PEEL & 5TICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6" PEEL 4 5TICK ,@ DRIP EDGE TO DECK SUB FLOOR FULL SHEETS OF PEEL & 5TICK I Y2"XI %4" P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS %" GAP FOR BACKER ROD & SEALANT 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD $$COMPONENT5 PULLED —\ 1 APART FOR CLARITY LEGEND DRAINAGE PLANE (WIRE LAYER #l, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING 1 11 VINYL (OR APPROVED EQUAL) CASING BEAD 5/0' TYPE "X" DRYWALL W/TEXTURED & PAINTED FIN15H 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED � e AFS; VINYL (OR APPROVED EQUAL) CA51NG BEAD 3" X 3" 26 GA. GALV. METAL DRIP EDGE 5ET IN FULL BED OF 5EALANT, Y" MIN. SPACE FROM DRIP FACE TO TREX %" GAP FOR BACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WEATHER RE515TIVE BARRIER 11 WEATHER RE515TIVE BARRIER 12 t— DECK MEMBRANE, EXTEND OVER DRIP EDGE �-3" X 3" 26 GA. GALV. METAL DRIP EDGE 5ET IN FULL BED OF SEALANT, %" MIN. SPACE FROM NOTE: METAL LATH: LATH TO BE PER FBC 8103.1.1 / ASTM C-841-09, MIN, 2.5 LBS, PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 a" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4" POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) RA DRIP EDGE INSTALLATION 1 IRA SCALE: KTS. Y4" GAP FOR BACKER ROD 4 5EALANT VINYL (OR APPROVED EQUAL) CA51NG BEAD WATER PROOFING let LAYER (2 LAYER PEEL S 5TICK) PEEL 4 STICK SUB FLOOR DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CASING BEAD 1 %"XI Y2" P.T. OR 51MULATED WOOD (TREX) WATER PROOFING let LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 5TICK) WRAPPED FROM BALCONY Y4" GAP FOR SEALANT 4 DECK TO CANTILEVER OPT. BACKER ROD 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER 11 WEATHER RESISTIVE BARRIER 12 4" P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) BALCONY DRIP EDGE INSTALLATION 11 B SCALE: RTS. -COMPONENTS PULLED APART EOR CLARITY 8" THICK, 3 COAT CEMENT PLA5TER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER 8" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING @ 1" O.C. MAX. WRB LAYER #I, 5TUCC0WRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) CORNER BEAD C FRAME 12A SCALE: M.S. CORNER BEAD (FA5TENER & SPACING � 1" O.C.) CMU %` THICK, 3 COAT CEMENT PLA5TER APPLIED DIRECTLY TO CONCRETE MA5ONRY UNIT CORNER BEAD C BLOCK 12B SCALE: RTS. COLUMN SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE615TIVE BARRIER #2 6" 5ELF ADHERING 4 FLA5HING PEEL 4 5TICK I YI2"x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 %" X 3" 26 GA. GALV. METAL DRIP EDGE 5ET IN FULL BED OF 5EALANT,Y2" MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER #1 �r WEATHER RESISTIVE BARRIER #2 EXTERIOR COLUMN COLUMN 5NEATHING 6" SELF ADHERING 4 FLASHING I Y2"x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT %" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,Y" MIN, 5PACE FROM DRIP FACE TO TREX ON i ALL 4 51DE5 OF COLUMN VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 'THICK, 3 COAT CEMENT PLA5TER METAL LATH WOOD 5HEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 12 4" POSITIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF 5EPARATE ACCE56ORIES ONLY) BALCONY DRIP EDGE INSTALLATION 1 1 V C COLUMN W/ "L" FLASHING RCALE: KTS. A R C H I T E C T S Design Y 1 QU inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngroup.com AA #: 0003325 SUBDIVOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT#: 82065.135/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA OCT 1 2 2018 DAT/t: 1.,0/11/18 s E: 1/4"=1'-0" SHEET WA3 WOOD 5HEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH g" THICK, 3 COAT CEMENT PLASTER G "SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LAYER 01, 5 (OR APPRO' WRB LAYER #2, FORTIFIBE PAPER (OR APPRO' 1 8" T� CEME (o" 5ELI WIN[)vw r-!_,4iN= CASING BEAD C WINDOW (FRAME, NO BAND) 1 JH SCALE: NTS. WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER 11 WEATHER RESISTIVE BARRIER 12 %I ' X 1 %4" LAP 51DING W/6" REVEAL (o" 5ELF-ADHERING FLASHING STARTER STRIP PER MANUFACTURE R'5 INSTALLATION — IN5TRUCTION5 DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z" FLASHING STUCCO CA51NG BEAD SIDING TO STUCCO C� BLOCK TO FRAME TRANSITION 6 SCALE: N.T.S. WOOD 5HEATHING WEATHER RE515TIVE BARRIER 11 WEATHER RE515TIVE BARRIER 02 X 7 %4" LAP 51DING W/6 REVEAL 6" SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER'S INSTALLATION IN5TRUCTION5 DO NOT SEAL OPENING GALV'D METAL "Z" FLASHING E -Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (W/%a" FLEXIBLE PVC BACKER ROD) 6" 5ELF-ADHERING FLASHING %8" THICK, 3 COAT CEMENT PLA5TER WEATHER RE515TIVE BARRIER 01 WEATHER RE515TIVE BARRIER #2 )TUCCOWRAP > EQUAL) IG --ORTIFIBER R (OR IAL) I :R WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) W LAYS 12 FO TIFI E RB R R B R WOOD 5HEATHING BUILDING PAPER (OR APPROVED EQUAL)_7T WRB LAYER #I, 5TUCCOWRAP METAL LATH (OR APPROVE[) EQUAL) $" THICK, 3 COAT CEMENT WRB LAYER #2, FORTIF15ER PLASTER '1 BUILDING PAPER VINYL (OR APPROVED EQUAL) i (OR APPROVED EQUAL) ANGLED CASING BEAD METAL LATH "SELF -ADHERING FLASHING (EXPLODED VIEW FOR 8" THICK, 3 COAT DRIP CAP CLARITY) CEMENT PLASTER WINDOW FLANGE WRB LAYER 11, STUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6"5ELF-ADHERING FLA5HING DRIP CAP CASING BEAD C WINDOW WINDOW FLANGE FRAME, W BAND) 13 B SCALE: NTS. (o" 5ELF-ADHERING FLASHING WEATHER RESISTIVE BARRIER 11 WEATHER RESISTIVE BARRIER #2 13 STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 6" 5ELF-ADHERING FLASHING GALV'D METAL "Z" FLASHING DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z" FLASHING WOOD CONSTRUCTION BEYOND 6" 5ELF-ADHERING FLASHING WEATHER RESISTIVE BARRIER 11 TO LAP 6" MIN. ABOVE TOP OF "Z" FLASHING WEATHER RE515TIVE BARRIER 11 WEATHER RE515TIVE BARRIER #2 GALV'D METAL "Z" FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RE515TIVE BARRIER #1 TO LAP G " MIN. ABOVE TOP OF "Z" FLA5HING 6" SELF -ADHERING FLASHING WEATHER RE515TIVE BARRIER 01 E -Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (W/%8" FLEXIBLE PVC BACKER ROD) WEATHER RESISTIVE BARRIER #2 SIDING TO STUCCO @ FRAME TO FRAME TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103,11 / A5TM C -84l-09, MIN, 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP -Ya' GAP TYP CASING 3cAD TO wwoOw 8" THICK, 3 COAT CEMENT Ya' GAP T7P PLASTER IX TRIM MEMBER Q STUCCO CAAD T- T111METAL LATH TO TRIM TO SIDING TRANSITION WRB LAYER 02, FORTIFIBER SIDING BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING '— WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) SIDING TO STUCCO CASING BEAD 14 SCALE: NTS. ( GROSS -SECTION) WOOD SHEATHING METAL LATH WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD VINYL (OR APPROVED EQUAL) CASING BEAD WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) CA51NG BEAD 6" SELF ADHERING FLASHING OR PEEL & STICK WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIFIBER x BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT (EXPLO )ED PLASTER VIEW FOR CLARITY) CASING BEAD C RAISED BAND FRAME 1 J SCALE; NT.S. METAL LATH \ /5EALANT WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINDOW FRAME WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) 6" WIDE PEEL & STICK OVER FLANGE E -Z BEAD VINYL (OR APPROVED EQUAL) CASING 2X FRAMING (W/%s" FLEXIBLE PVC BACKER ROD MEMBER INCLUDED) #APPLY FULL BED OF SEALANT BETWEEN — FLANGE 4 BUILDING WRAP UZ BEAD WINDOW CASING SCALE: NTS, 8" THICK, 3 COAT CEMENT PLA5TER METAL LATH i WRB LAYER #2, FORTIFIBER —BUILDING PAPER (OR APPROVED EQUAL) — E -Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (W/%8" FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / \--b" SELF ADHERING FLASHING — WOOD SHEATHING DETAIL EXPLODED FOR CLARITY A R C H I T E C T S GioU Design Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT#: R2065.135/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA OCT 12208 DAVE: 10/11/18 SF/ALE: 1/4"=l'—O" SHEET V V � �-N- CUT HOUSEWRAP AT 45° ANGLE MODIFIED "I' CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL TEMPORARILY FOI ^ ' ib SECURE HOUSEWF "P UNDER) < STEP I WINDOW FLASHING INSTALLATION DETAILS FULL WRAP 1 u SCALE: NTS. (FRAME) WALL FLASHING INSTALLATION DETAIL MASONRY *EALa, N.T.S. FOLD HOU IN AT JAMB SLOPE SILL E> INSTALL 6' SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN I" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN STEP 2 ALIGN FLEXIBLE SELF -ADHERING �5HING W/ INT, EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL " (o ' SELF -ADHERING I OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE 0irir u NOTE: 1, IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT EXTEND SELF -ADHERING FLASHING I' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 3/8" NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLES OR SLOTS. SUPER STRETCH BUTYL FLASHING 8' VERT, END DAMS REQ'D. AT EACH END OF SILL jILr f " MIN. TEXTURED :EMENTITIOUS COATING )VER BLOCK J5EWRAP DOWN & DIAGONAL CUT & HEAD OF WINDOW STEP 4 INSTALL A SILT. DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING & APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE f MANUFACTURERS WRIT INSTRUCTI APPLY MEMBRANE FLASHING OVER JOINT mwww vj (o" WIDE ADHESIVE :LEXIBLE FLASHING :R DRIP CAP JOINT :TO -WRAP BT-20XL %PPROVED EQUAL) STEP 5 "11J1 v MIN. TEXTURED $" MIN. TEXTURED 8" MIN. TEXTURED EMENTITIOUS COATING CEMENTITIOUS COATING CEMENTITIOUS COATING VER BLOCK 1 OVER FRAMEOVER FRAME is � nv STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS a") (MIN. THICKNESS e") (MIN. THICKNESS e') SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA (MINIMUM STUCCO THICKNESS 1 e7 SCALE: N.T.S. STUCCO OVER FRAME (MIN. THICKNESS 8") SIDING LOOK S. FLORIDA A R C H I T E C T S 10FDesign ,iOU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #; 0003325 SVBDIV. & LOTmm": KENSINGTON RESERVE (LOT #135) MODEL: LARGO (VERSION#01) PROJECT#: R2065.135/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA OCT 1 2 2018 DAT)t: 10/11/1 6 0/11/16 SC :1/4"=1'-0" WA5