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HomeMy WebLinkAbout2316 Tudor Rose Dr 17-3376 (a)0 S A VERSION 0 1 FORM ryanhomes.co • STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION SHEET # DESCRIPTION • FLORIDA BUILDING CODE RESIDENTIAL AIC AIR CONDITIONING LUM. LUMINOUS RYAN HOMES - ORLANDO (FBCR), 5TH EDITION(2014) ADJ. ADJUSTABLE M.C. MEDICINE CABINET CS COVER SHEET 4307 VINELAND ROAD, SUITE 1O2 ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM GN GENERAL NOTES ORLANDO, FL 32811 • ALL LOCAL AND STATE CODES BD. BOARD MTD. MOUNTED FRONT &REAR ELEVATIONS CL CENTER LINE MTL. METAL CAB. CABINET N.T.S. NOT To SCALE 2 LEFT & RIGHT ELEVATIONS RYAN HOMES — TAMPA • OCCUPANCY — RESIDENTIAL, GROUP R3 CLR. CLEAR O.C. ON CENTER PROPERTY SINE 3 FIRST FLO01 PLAN 1409 TECH BLVD., SUITE 202 •CONSTRUCTION TYPE - VB CONC. CONCRETE P.B. PUSH BUTTON 4 SECOND FLOOR PLAN TAMPA, FL 33619 • MIN. INTERIOR FINISH - CLASS C GOND. CONDENSER PH. PHONE • BASIC WIND SPEED - VULT = 150 MPH CPT. CARPET PLT. PLATE 4A.1 STAIR SECTION — VASD = 116 MPH C.T. CERAMIC TILE PLYWD. PLYWOOD 5 FOUNDATION PLAN D. DRYER PR. PAIR STATE OF FLORIDA • RISK CATEGORY — II DBL. DOUBLE P.T. PRESSURE TREATED 5A FOUNDATION DETAILS - ER • EXPOSURE CATEGORY EXPOSURE C D.G. DUAL GLAZED R. RIS58 DOWEL PLAN PROFESSIONAL ARCHITECT: DIA. DIAMETER RAD. RADIUS 5C LINTEL PLAN (LOTT'S) • 1—STORY RESIDENCE DIM. DIMENSION R.A.G. RETURN AIR GRILL • 2—STORY RESIDENCE — MAX. HEIGHT AS PER DISP. DISPOSAL JAMES CANTWELL DP. DEEP REF. REFRIGERATOR 5D LINTEL PLAN (CAST—CRETE) LOCAL AND STATE CODES DR. DOOR RM. ROOM AR No. 12079 s FIRST FLOOR FRAMING PLAN CATEGORY //''''�� D.S. DOWNSPOUT R.O. ROUGH OPENING WIND SPEED &EXPOSURE ATEI,�VRY DTL. DETAIL S.D. SMOKE DETECTOR 7 SECOND FLOOR ROOF FRAMING PLAN I., A.B. DESIGN GROUP, INC. D.W. DISHWASHER S.H. SINGLE HUNG 8 ENTRY FRAMING SECTION 1441, NORTH RONALD REAGAN BLVD. EA. EACH sxT. SHEET BY COMMUNITY ELEV. ELEVATION SHTHG. SHEATHING [] _! FIRST FLOOR ELECTRICAL PLAN LONGWOOD, FLORIDA 32750 EQ. EQUAL SHWR. SHOWER 9.1 SECOND FLOOR ELECTRICAL PLAN EXH. EXHAUST SIM. SIMILAR Fax: (407) 774-4078 Tel: (407) 774-6078 EXT. EXTERIOR SL. SLIDING D1 1 STORY WALL SECTIONS & NOTES AYERSWORTH GLEN 150—B F.G./FX . FIXED GLASS SL. GL. SLIDING GLASS F.G. FUEL GAS STD. STANDARD D2 SECTIONS/DETAILS CARRIAGE POINT 150—B FLR. FLOOR THKP TxCKREDGLASS D3 SECTIONS/DETAILS CHAMPION'S RESERVE 140—B FLUOR. FLUORESCENT T.O.C. TOPOFCURB D4 SECTIONS/DETAILS RECORD COPYFR. DR. FRENCH DOOR T.O.P. TOP OF PLATE COUNTRY WALK 140—B FTG. FOOTING T.O.S. TOPOFSLAB D5 SECTIONS/DETAILS HIGHLAND MEADOWS 140-8 GA. GAUGE TYP. TYPICAL GAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED LAKES AT LUCERNE 140—B G.F.I. GROUND -FAULT CIRCUIT OTHERWISE INTERRUPTER V.P. VAPOR PROOF REVIEWED POR CODE COMPLIANCE LUCAYA LAKE CLUB 150—C GL. GLASS W. WASHER GYP. BD. GYPSUM BOARD W/ WITH PLANS EXAMINER McCORMICK RESERVE 140—B H.B. HOSE BIB WD. WOOD MEADOWS AT MAUDE HELEN 140—B H.C. HOLLOW CORE WWINDOW HDR. HEADER W/H WATER HEATER DATE OCOEE PINES 140—B HGT.ORHT HEIGHT W.I. WROUGHT IRON INSUL. INSULATION $ANFC)RL? BUILDING pIVISl0N ORCHID ESTATES 140—B INT. INTERIOR A PERMIT ISSUED SHALL BE CONSTRUED TO BE A OSPREY LANDING 150—C LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET POINT AT HUNTERS CREEK 140 —B S Q . FT . CALC . 9 S ASIDE ANY OF rHE PROVISIONS OF THE TECHNICAL SOUTHFORK LAKES 150—B CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER VICTORIA TRAIL 140—B •REOUIRING A CORRECTION OF ERRORS IN PLANS, IST FLR LIVING 1,264 SQ. Ft. CONSTRUCTION 08 VIOLATIONS OF THIS CODE VILLAGIO 140—B 2ND FLR LIVING 1,29+ 50. FT. TOTAL LIVING 2,560 50. FT. �t=� r<< �0 be f�erified THESE PLANS ARE DESIGNED AND ENGINEERED BAR E 453 SQ. FT. cra`810b 1"Stlection FOR A WIND SPEED AND EXPOSURE CATEGORY OF LANAI 242 50. Ft. 150—C RESPECTIVELY. IN THE CONDITION THAT THIS HOME IS BUILT IN A WIND SPEED AND tS��IL[a,�c EXPOSURE CATEGORY LESS THAN 150—C, PLEASE TOTAL 3,3169 5Q. FT. REFER TO GENERAL NOTES SHEET (GN), SECTION # ? 7 - 3 3 7 6 V°Ro TIMBER, NOTE 20 FOR EXTERIOR STUD SPACING. '4 r rrnEN� ARCHITECTS FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SU] 3DIV. & X,07 KENSINGTON RESERVE (LOT 22) MODEL: SANTA RASA (VERSION#01) PROZECT#: 02997.000 PAGE: COVER SHEET ARCHITECT- STATE OF FLORIDA d OCT Z � 2c D : 10X25/17 a9.:1/4 00=11-091 39� QCT OF 9 c s �'I"IIIIII \000000000 SU] 3DIV. & X,07 KENSINGTON RESERVE (LOT 22) MODEL: SANTA RASA (VERSION#01) PROZECT#: 02997.000 PAGE: COVER SHEET ARCHITECT- STATE OF FLORIDA d OCT Z � 2c D : 10X25/17 a9.:1/4 00=11-091 39� QCT OF 9 c s GENERAL NOTES FRAME WALL HEIGHT @ 8'-0" 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE 140MPH/C 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 5TH EDITION (2014) AND 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 2. IN CONJUNCTION WITH ASCE 7-10. @ 12" O.C. @ 16" O.C. E.2. EXPOSURE CATEGORY C 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 11, THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; 9. FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, E.5. OPEN BUILDINGS 0.00 INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. MASONRY A. FLOOR LIVE LOADS IPSF) MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE 3 A.1. SLEEPING ROOMS 30 12, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. A.2. ATTICS W/ STORAGE 20 CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR 4 A.3. ATTICS W/OUT STORAGE 10 CONCRETE A.4. POOLROOMS 75 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN 5. A.5, BALCONIES 40 BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 4. A.6. DECKS 40 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY 6. A.7. STAIRS 40 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH A.8. ALL OTHER DOOMS 40 OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 7. B. FLOOR DEAD LOADS (PSF) 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/4". 8. B.1. ALL AREAS 10 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. C. ROOF LIVE LOADS ** 8. MASONRY WALLS SHALL BE LAID INA RUNNING BOND PATTERN. 9. C.1. ** MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 5TH EDITION (2014). 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH ITECTIENGINEER. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED PERMANENT RESTRAINTS ARE INSTALLED. CONCRETE STRUCTURES, AGI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE D. ROOF DEAD LOAD IPSF) REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE D.1. FIBERGLASS SHINGLES 17 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4". 10. D.2. CONCRETE TILES 25 FIBER MESH LENGTH SHALL BE 2 INCH TO 2 INCHES, DOSAGE AMOUNT SHALL BE FROM 0.75 TO 1.5 lbs PER CUBIC YARD IN ACCORDANCE WITH THE 11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL, BOTTOMS OF FOOTINGS SHALL BE V- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 2 -STORY GYPSUM BOARD 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH Y2" GYPSUM BOARD, FBCR, 5TH EDITION (2014) SECTION 302.7 TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007) E. APA - THE ENGINEERED WOOD ASSOCIATION: E.1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 15. 17 19 19. 20. 21 ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (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. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD, NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 AND R802.1.8 OF THE FBCR, 5TH EDITION (2014). FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE -1 OR 5/8" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE %" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 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 PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 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 ANSI/TPI 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 L/240. 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 BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. DRAFTSTOPPING TO COMPLY W/ FBCR, 5TH EDITION (2014) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9M2). MAXIMUM STUD LOAD CAPACITY -(2X4) (SYP #2) FRAME WALL HEIGHT @ 8'-0" 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE 140MPH/C E. WIND LOAD CRITERIA 150MPH/B INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. STUD SPACING E.1. BASIC WIND SPEED VULT. = 150 MPH, VASD = 116 MPH @ 16" O.C. @ 12" O.C. @ 16" O.C. E.2. EXPOSURE CATEGORY C 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 5TH EDITION (2014). E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS ±0.18 MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) PROVISIONS OF TMS 402/ ACI 530/ ASCE 5. F.1. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 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. GUARDRAILS AND HANDRAILS LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBC R2014, 5TH EDITION, 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM 0270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, VARY BUT IT SHALL NOT BE LESS THAN % INCH AND NOT MORE THAN % INCH, REFER TO FBCR, 5TH EDITION (2014), SECTION DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES. FABRICATION OF THE WORK. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER 5. THE ARCH ITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY SPECIFICATIONS AND THE PROVISIONS OF SECTION R609.1.2 OF THE FBCR, 5TH EDITION (2014) OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 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. 8. MASONRY WALLS SHALL BE LAID INA RUNNING BOND PATTERN. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REINFORCING STEEL 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH ITECTIENGINEER. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, AGI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTIONS R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014). 3. FIBER MESH LENGTH SHALL BE 2 INCH TO 2 INCHES, DOSAGE AMOUNT SHALL BE FROM 0.75 TO 1.5 lbs PER CUBIC YARD IN ACCORDANCE WITH THE 11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. MANUFACTURE'S RECOMMENDATIONS & SHALL COMPLY WITH ATSM C1116 OR 0.5 TO 1.5 lbs PER CUBIC YARD TO ACHIVE A MIN. 40% REDUCTION OF PLASTIC SHRINKAGE PER FRC R506.2.5 OR WELDED WIRE FABRIC SHALL BE 6" X 6" - W10 X W10 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM 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 A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 5TH ED. (2014). REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3'-011. R506.2.5 (2) GARAGES AND CARPORTS 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 1. GARAGE DOOR SPLICES OF AT LEAST 25". A. ENGINEERED FOR 150 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 2. AS PER FBCR 5TH EDITION (2014) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: 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 13/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS- AND A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.1. #5, W31 OR D31 AND SMALLER 2" 3. AS PER FBCR 5TH EDITION (2014), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NON METALLIC C.1. #11 AND SMALLER X CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. D. BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 11/2" 4. AS PER FBCR 5TH EDITION (2014) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM ARCHITECT. BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE ELECTRICAL SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. 1. 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, 5TH EDITION (2014) SITE WORK 2. NOTE: ALL ROOMS/ SPACES SHALL AHVE ARC -FAULT TYPE/TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. (2014) REQUIREMENTS 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE 3. 75% OF LIGHTING MUST BE ENERGY EFFICIENT PER FBCR 2014, 5TH ED E-404.1. 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. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL, BOTTOMS OF FOOTINGS SHALL BE V- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 2 -STORY GYPSUM BOARD 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH Y2" GYPSUM BOARD, FBCR, 5TH EDITION (2014) SECTION 302.7 TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007) E. APA - THE ENGINEERED WOOD ASSOCIATION: E.1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 15. 17 19 19. 20. 21 ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (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. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD, NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 AND R802.1.8 OF THE FBCR, 5TH EDITION (2014). FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE -1 OR 5/8" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE %" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 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 PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 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 ANSI/TPI 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 L/240. 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 BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. DRAFTSTOPPING TO COMPLY W/ FBCR, 5TH EDITION (2014) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9M2). MAXIMUM STUD LOAD CAPACITY -(2X4) (SYP #2) FRAME WALL HEIGHT @ 8'-0" WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 150MPH/B 150MPH/C STUD SPACING @ 16" O.C. @ 16" O.C. @ 12" O.C. @ 16" O.C. @ 12" O.C. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 5TH EDITION (2014) ENERGY CONSERVATION. akill'i1.]1L,x 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH w AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 5TH EDITION (2014). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE FBCR, 5TH EDITION (2014). 9. THE PLUMBER IS 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, 5TH EDITION (2014) 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 & R703.6.1 OF THE FBCR, 5TH EDITION (2014). 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 - 11A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014) 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 CONTROL DATE: 03/01/17 A R C N IT E C TS DesrGrou .� "r n. nvnnw n�m�mll vwv. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 01111111111 �000000000r rrr�� g outs IY. de LAT: KENSINGTON RESERVE (LOT 22) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 02997.000 FAGS: GENERAL NOTES ARCHITECT; STATE OF FLORIDA o +F DAIM: 10/25/17 SClklm. 1/4 gS*MET G NOIF 9 6" W. RAISED Stucco BANDING +I" 1 DECO WINDOW SHUTTER , STUCCO" BAND DTL. 8' W. RAISED STUGCO BANDING PIN. F .)I_dll COLUMN STUCCO BAND DTL. 3CALEs 3/4 : i' -V' DECO STUCCO BANDING DTL. bGALE: 9/4 . N-®' TEXTURED CEMENTIGUS C0ATINi3 PER (ASTM C926) (TYR) 18'-8 3/4" 5R3. HGT. 06 1-t'-4" BRG. HGT.4 ENTRY - 18"X60" DECO SHUTTER (TYP) cv ( 10'-8 3/4" 2ND F.F. V-4" 5RG. PGT. 06 Iff 1'-4" HDR. V_ FRONT 1=LEV. :j GAEL (T1'P) RAISED STUCCO BANDING (TTP) 6� c� 6' W. RAISED STUCCO BANDING 12 5 wmm ;,Tipli 1 11 IM (TYP) SCALE: 1/4 = 1'-0' ELEVATION 'G' OF -RIDGE VENT FE 41— e - ----------- - - - - - - V W. RAISED STUCCO BANDING (TYP) TEXTURED CEMENTIOUS COATING PER (ASTM C926) (TYP) V-8" BIRO. PGT. a GARAGE FRONT 6" UL RAISED STUCCO BANDING MID) TEXTURED CEMENTIOUS COATING PER (ASTM C926) (T7P) ,L18'-8 3/4' 5RCx, HGT. Yui/ 8" HEEL TYf=. 1'-0" ,,,TEXTURED CEMENTIOUS COATING PER (ASTM 0926) (TYP) gA10'-8 3/4" 2ND F.F. 9' -4" 5R.G. HGT. REAR ELEVATION SCALE: 1/4 . 1'-0' ELEVATION "C' - R. ENTRY & GARAGE ATTIC VENT CALCS AREA OF ATTIC 11 DR. NET FREE VENTILATION AREA REQUIRED (1/150) L71 34FT. � 248.8 S4zN. SOFFIT VENT VENTILATION PER IF a REQUIRED LF OF SOFFIT VENTILATION � PROVIDED IF OF SOFFIT VENTILATION I 0'-O" FIN. F 191, r TOTAL OF VENTS PROVIDED 1 REQUIRED SQIN VENTILATION IN TOP OF ROOF 109 Knit REAR ELEVATION SCALE: 1/4 . 1'-0' ELEVATION "C' - R. ENTRY & GARAGE ATTIC VENT CALCS AREA OF ATTIC 256 Kf? NET FREE VENTILATION AREA REQUIRED (1/150) L71 34FT. REQUIRED VENTILATION AREA 1.71 x 144 248.8 S4zN. SOFFIT VENT VENTILATION PER IF 11.74 9Q R/W REQUIRED LF OF SOFFIT VENTILATION .211 IF PROVIDED IF OF SOFFIT VENTILATION I 53 LF MORNING RM. W LANAI ATTIC CALCS VENT AREA OF ATTIC 45431111T. NET FREE VENTILATION AREA REQUIRED (1/300) L51 SOFT. REQUIRED VENMATION AREA 1.51 x 144 217.9 30. MIN REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 217.9) 109.0 %IN OFF RIDGE VENTILATION AREA 118 SQ OL/MT SOFFIT VENT VENTILATION PER IF 11.74 KIN./IF TOTAL OF VENTS REQUIRED 195 TOTAL OF VENTS PROVIDED 1 REQUIRED SQIN VENTILATION IN TOP OF ROOF 109 Knit REQUIRED LF OF SOFFIT VENTILATION 10 IF PROVIDED IF OF SOFFIT VENTILATION 62 IF 2ND FLOOR ATTIC VENT CALCS AMA OF ATTIC 1296 S4FT. NET FREE VENTILATION AREA REQUIRED (1/300) 438 54FT. REQUIRED VENTILATION AREA 4.32 x 144 1281 Wt MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 622.1) 3L1.0 841N OFF RIDGE VENTILATION AREA 115 SQ.DI/YBNT SOFFIT VENT VENTILATION PER IF 11.74 KIN./LF TOTAL # OF VENTS REQUIRED 170 TOTAL # OF VENTS PROVIDED 3 REQUIRED SQIN VENTILATION IN TOP OF ROOF 311 WN. REQUIRED IF OF SOFFIT VENTILATION 27 LF PROVIDED IF OF SOFFIT VENTILATION 160 LF e A R C N I T E C T S Design Group Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com L- AA #: 0003325 BUBDIV. & LOT: KENSINGTON RESERVE (LOT 22) M03 DEL: SANTA ROSA (VERSION#01) PROJ'ECT#: 0299"7.000 PAGE: FRO NT & REAR ELEVATIONS ARCHITECT STATE OF FLORIDA OCT 2 6 2M DA, ": 10%25/17 s " :1/4$$=1'—O 9 ET 1 or 9 �II'I'll'll \000000000 BUBDIV. & LOT: KENSINGTON RESERVE (LOT 22) M03 DEL: SANTA ROSA (VERSION#01) PROJ'ECT#: 0299"7.000 PAGE: FRO NT & REAR ELEVATIONS ARCHITECT STATE OF FLORIDA OCT 2 6 2M DA, ": 10%25/17 s " :1/4$$=1'—O 9 ET 1 or 9 � Ili I � 'II Iii 18'-8 3/4" 5R3. HGT. W/ 5" HEEL T'rl=. I'-¢� TEXTURED CMTIOUS--,,,, COATING PER (ASTM 0926) (TYP) OFF -RIDGE VENT m- 41— 12 10'-a 3/4" 2ND 1=.,b - - - - - - - - - - - - - ------- -V-4" - - -9'-4" 5FZ3. H -GT. _ _ _ 5'-0' HDR. HCxT. _ _ _ _ _ _ _ _ _ ----------- C TEXTURED CEMENTIOU9 COATING PER (ASTM C926) B (TYP) 0'-0" PIN. F-LR.4 t LEFT ELEVATION SCALE: 1/4 - P -PJ" ELEVATION 'C' 12 5+— OFF -RIDGE PENT Ira 18'-S3/4" 5RZG. HIST. UJ/ 5" HEEL TYF. 17'-4" ENTRY 5RCS. s ---- - 5' - 5' 5R3. HOST. of _ 9 GARAGE I=RONT i .. II I I i i Il li 'T � I If- I l 111 17-4' 5 FZ3. HC=T. 5' FEEL TYI=. LJI-0 TEXTURED CEMENTIOUS COATING PER (ASTM 0926) 6 r (TYP) 12 12 4 _ 10' -8 3/4' 2ND 1=.I=. 51i HOST. HDR. HGT, ---C�- - - - - - - - - - - - - 411- 2 11 (TEXTURED CEMENTIOUS COATING PER (ASTM C926) ITYP) RIGHT ELEVATION SCALE: 1/4 = I' -V' ELEVATION 'C' 0'-0" SIN. 1=LR. ARCHITECTS GDesign roup Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 8E 0 s c OU1.3DIY. & LOT: KENSINGTON RESERVE (LOT 22) �d0 DSL: SANTA ROSA (VERSION#01) PROJMCT#: 02997, 000 PACE: LEFT & RIGHT ELEVATIONS rARCHrTECT-- STATE OF FL.ORDA Sul SIMET 2 OF 9 �I'll'I"II �\DOOOOOOpp� E 8E 0 s c OU1.3DIY. & LOT: KENSINGTON RESERVE (LOT 22) �d0 DSL: SANTA ROSA (VERSION#01) PROJMCT#: 02997, 000 PACE: LEFT & RIGHT ELEVATIONS rARCHrTECT-- STATE OF FL.ORDA Sul SIMET 2 OF 9 II I� II I I � r II ii I ii i ,, `I I Vnl l� I'I i1�it I 1 I .. w EXMOOR MASONRY WALL 15M NEIGNTS 8'-8' 9'-4' . LOAD 5W WALL NON -51%.% WALL COMP01'1131�11'AW CLADDN© WM ILOAGB BA81C WILD EXPCaM FOR 3 SERO D CUM C .L SQ.FT. CALC.'S ZONE 1M4 M'H W■�D IST FLR. LIVING 2NO FLP, LIVING 1,264 1,2% 50. FT. 60. FT. FVWM E DEMMIM TOTAL LIVING ENTRY GARAGE LANAI 2,560 114 453 242 $0. FT. $0. FT. 80. FT. 80. FT. 1/_1_00x 11-0' 192' 84' TOTAL 3,369 5Q. FT. II I� II I I � r II ii I ii i ,, `I I Vnl l� I'I i1�it I 1 I .. w EXMOOR MASONRY WALL 15M NEIGNTS 8'-8' 9'-4' . LOAD 5W WALL NON -51%.% WALL COMP01'1131�11'AW CLADDN© WM ILOAGB BA81C WILD EXPCaM FOR 3 SERO D CUM C .L ZONE 1M4 M'H W■�D WID, FEi1W FVWM E DEMMIM 1 112 1/_1_00x 11-0' 192' 84' 5 26.89!-3289 �■ • COVERED LANAI 2 24 3080 DR 36' 96' 4 3098/-3218 3 19 26 -SH 38' 12' 4 3051/-3321 3A 13 26 -SH 38' 12' 5 3051/-40.05 4 50 (3) 25 -SH 114' 63' 5 2636/-3335 5 50 6050 SGD 14' 96' 4 2859/433 6 33 (2) 25 -SH 16' 63' 4 29.41/-32.11 1 11 25 -SH 36' 63' 5 3084/-3355 8 n 25 -SH 38' 63' 4 3084/-4080 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT•150 / VASD ■ 116 MPH 5. INTERNAL PRESSURE COEFFICENTu+ .18 C. RISK CATEGOR'r-TYPE 11 D. EXPOSURE CATEGORY G NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE ISASED ON THE Vult DESIGN WIND SPEED. FBCR, 5TH ED. (2014) ALLOWS THESE PRESSURES TO 15F- MULTIPLIED BY 0.6 TO MEET THE ALLOWAt33LE OR NOMINAL TESTED VALUES USED 5Y PRODUCT MANUFACTURERS. NOTE: 1. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMIWs MEMBERS 2'-0' FROM T1.4E P NIS14 FLOOR WILL BE SPRAYED AND TREATED W '50IRATE' A T819"'tITE TREATED SPRAY 3 1/211 2x4 WXD FRAMED •16,OL, CABINET SECTION "--2x4 UWD FRAMED CABINET SECTION C HEADER DETAIL an•�•ou l8'—B' 11 211-411 I 11 I 11 I 1 1 III! 4 -8 14 -0 10 -6 10 -5 (3) 254E40 „ ., / WRAF TOO �1 5OX 5EAM TO • r �■ • COVERED LANAI MORNING • oil ■ ■ I ri ■■ IN • r••- so so 5Jll1 I1 , F-1 �'' IKITCWEN ■G ING)(2) '� ,• N IN �III'I"I'I :i \000000000/ IN - -,• - m • r '� iii■ �' n ii * ii no on DINETTE I GREAT ROOM IN 41 I IN ■■ iI-- 131-41 ■■ IN IN42' nRAILING_j METAL 15AMPLATE [1-211 IVA m 21-1011 21-511 511-51, 41-4" 1"1'11" u ■■■■ ■ ■ ■■ i _ r 1� , ���������� f l IN uIN _ IN 1 --------- ii ■■ '� -•" 015L. II 9I. �♦ N IN ,: � go :I 1� II IN iSTUD■ Yi IN IN so ,, CAR AGE Li IN Gil -41 IN FOYER 11-4m 0A IN :I 1'11 II ■■ IN :I QIP y IN I _IN Li • r - IN OI PORCH 7,t ENTRY F-1 N "' CLa n AJC] CIJI 1-I� � � � � �� • r 1 FIRST FLOOR PLAN SCALE. 1/4 - I'-0' ELEVATION 'C' �t B —) ARC HITECT8 Des2Grouo1nc . FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 asuBDlv°. de LAT; KENSINGTON RESERVE (LOT 22) M0DEL.: SANTA ROSA (VERSION#01) PRODUCT,#: 0299'7.000 PAGE: FIRST FLOOR PLAN aRCHrtEcr• STA'1E OF ROFiDA OCT 26 p� LDA' 13C: 1OV25117 SC*=: 1/4"=1'-0" 3HMET 3 or 9 �III'I"I'I \000000000/ asuBDlv°. de LAT; KENSINGTON RESERVE (LOT 22) M0DEL.: SANTA ROSA (VERSION#01) PRODUCT,#: 0299'7.000 PAGE: FIRST FLOOR PLAN aRCHrtEcr• STA'1E OF ROFiDA OCT 26 p� LDA' 13C: 1OV25117 SC*=: 1/4"=1'-0" 3HMET 3 or 9 COMPONENT AND CLADDING MTD I.OADB BiABC MTD E1POOM FOR 9 SECOND GUBM CALL* ZONE Mo MPH W1�© VWTH H9 *fr FOOTAGE DBMMTIOM 1 15 514 36' 61' S 31.06/-41143 2 15 �� 36' 61' 4 31.06/-33.16 3 15 39*1- S 61' 4 31.06/-3376 36' 4 4 4. EMP. 48' 12' 4 31.90/-34.60 1 5 15 35�6 GRE 36' 61' 5 31146/-41.03 SW 6 15 36' 61' 4 3106/-33.16 1 15 36' 61' 4 3106/-33.16 WIND DESIGN CRITERIA A. 5ASIC WIND SPEED MPH (3 SECOND GUST) VULT■ 150 / VASO -116 MPH 5. INTERNAL PRESSURE C:OEFFICENT- * .18 C. RISK CATEGORY=TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS t CLADDING PRESSURE ARE 5ASED ON THE Vult. DESIGN WIND SPEED. F5CR, 5tH ED. (2014) ALLOWS THESE PRESSURES TO 5E MULTIPLIED 5Y 0.6 TO MEET THE ALLOWAMS OR NOMINAL TESTED VALUES USED 5Y PRODUCT MANUFACTURERS. NOTA: I. 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DOWEL q • �, ° p4 44 TO HORIZATIONAL ° Q 4 TO WORIXATTCNAL ,.' 4 a LAPPED W/ BOND PEAK 4.4 a.4 RCdNR IW 10 a4OOK RR:BAR ILII tA5' HCk71C 1 > a R (1) 45 REBAIR AT CORNERS E I -STORY a W/ 25' LAP MI 'q 1 8' 1 (2� REHAIR ON CFL41R6 RY (3) R RCBAR ON CHAIRD E 4 4 HORIZONTAL/ VERTICAL HORIZONTAL/ VERTICAL REINFORCING AT TVP. REBAR LAP 1—STORY FOOTING REINFORCING BEARING CHANGE S LAB AT S. G. D. GAS LINE THRU BLOCK W BLOCK WALL E F ■ _ 11 II:ALEII".I'�' G = . _ CAT LINTEL CORNERS CD) , ARCHITECTS-) Des 2Grouo1no . PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. de LMO'I KENSINGTON RESERVE (LOT 22) MODEL.: SANTA ROSA (VERSION#01) PROMZCT#: 0299'7.000 NIN PAGE: FOUNDATION DETAILS ARCHITECT= STATE OF FLORIDA 010 6/7 AR 1207'9 DA 10>j 25/17 SCALM: 1/4f4=14 -0t4 9IiEET dJ I CA I N N 11-0 11'-0" III -all 71 71 41-411 DOWEL PLAN SCALE: 1/4 2 V-0' ELEVATION 'C' ARCHITECTS FAX:407-774-4073 www.abdesigngroup.com AA M 0003325 s Ori i3mv. & i.M i i KENSINGTON .RESERVE (LOT 22) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 02997.000 PAGE: DOWEL PLAN rARCHnMCT- WATE OF FLORIDA OCA ;12079 JAWS AR Il DAT ,9C :1/4"=1'-0" SHZET 5BOr 9 \000000000 s Ori i3mv. & i.M i i KENSINGTON .RESERVE (LOT 22) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 02997.000 PAGE: DOWEL PLAN rARCHnMCT- WATE OF FLORIDA OCA ;12079 JAWS AR Il DAT ,9C :1/4"=1'-0" SHZET 5BOr 9 L-4 (3) a5 -SH ENTRY I LINTEL PLAN SCALE: 1/4 - I' -V' ELEVATION "C" If I 16'-0" x I'll OW -10 411111011111 Norm Lcom LT. 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WIN i PMX N (2044 $MUTON 211111111" TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) 8' x 8" LINTELS LINTEL SAFE LATERAL LOADS CPLF) Total Length lye PLAN SOL IP V-10' Precast 1998 3564 3'-6' precast 1168 2318 4'-0' Precast 844 1614 4'•6' Prmcasi 638 1266 4.8' Precast 586 1163 5'-4' Precast 666 1956 5'-10' Precast 543 1105 6'-4' Precast 634 1364 8'-8' Precast 612 1260 9'-8' Precast 518 1211 T''. Precast 446 938 114 Precast 425 594 8'-O' Precast 381 814 V-4' Precast 354 145 9'-4' Precast 211 583 10'-6' Precast 192 483 II' -4' Precast 198 620 12'-0' Precast 164 549 12'-6' "cast 143 504 13'-4' Precast 116 404 14'-O' Precast 99 391 14-8' P metressad NA. 941 15'-4' Prestressed NA, 302 11'-4' Prestressed NA. 213 19'-4' Prestressed NA. 116 20-O' Prestressed NA. 169 21'-4' Prsatrssssd NA. 131 22'-4' Prestressed NA. 120 24'-O' I "stressed NA. 93 NR • Not Rmcommended LINTEL SATE LATERAL LOADS (PLF) Total Length Type V DOOR }{FADER PLAIN S' DOOR HEADER SOLID 3'-8' Precast 1112 2011 4'-0' Precast 990 1611 4'-2' Precast 861 1521 4'-4' Precast 185 1386 4'-B' Precast 659 1165 S'-8' Precast 650 1111 6'-8' Precast 504 5+4 7A1' Precast 411 181 8'-8' Past 356 664 9'-8' Precast 286 535 EXTERIOR MASONRY WALL BIaCs. i"iICiTs . ...n ... .. .... 8'-S" i.sf�li. 9'-4" IM LOAD BRCS. WALL NON -BRC:. WALL LOTT'S rel' CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LENGTH TYI''E Sl -4" BRG WT. COMMENTS L -I 11'-4" 112n8-S-lUW(It mSt &*D L -a 4'-6" 8/14-541AKOJL WC 155 L-3 4'-6" 8/16-S-lIAU(OJL • 1--3A 4'-6" 8/16-6-lI UK&L 'n L-315 51-41 8/111-$-MUML L -3C 51-4" 5116-8-MUKO L 2415 L -3D 5'-41 11/16-5-lUUKOJL 4815 L-4 101-6" 8/16-S-(IUKU1 (2)X2 L-5 rt' -6" 8/16-6-flAVUL 2111 L-6 3356 11116-8-MUKUL 3'-2' L --T 4'-6" 8/16-841WOJL 1343 L -B 4'-6" 8/16-8-MUKOX 2608 e/i a -s-(1) #s/(T) #5 PRECAST A 1) #5 CONTINUOUS 1�33 3i6r B-XI6' KNOCKOUT BLOCK �u r--3ODO PSI OUT •4: PLACED INFIELD) ' •, TOP BARS;- ARS:SCHEDULE L � - SCHEDULE •rd (1) ;5 CONTINUOUS I'-6' PRECAST • /32" STIRRUPS AT 4'—D- nc ono ITIED OR WELDED) 'n BOTTOM BAR 100002'-YPRECAST SEE SCHEDULE (PRECAST) e/i a -s-(1) #s/(T) #5 PRECAST A V) STRANDS 7/1S-N— VIRE STRESS REUEVED CABLE PRESTRESSED s/16 -S-0) I5/(,) #5 PRESTRESSED 3j? nm IACO III Irl *" i r1 a. t+'fIOD h 3jj' 7j' (1) /6 CONTINUOUS 3 1 WX16" KNOCKOUT BLOCK -`I(�u • �3000 (PLA:•• CED INOR UUT •4: CLEAR SPAN ' •, TOP BAIM .SEE SCHEDULE L � - GRAVITY CAPACITY (VISU •rd (1) P CONTINUOUS I'-6' PRECAST • 41-0" cc jfIEO"ORWELDE ) uiloo . Xm Y' h � _ T -nrrw• -a•"c V) STRANDS 7/1S-N— VIRE STRESS REUEVED CABLE PRESTRESSED s/16 -S-0) I5/(,) #5 PRESTRESSED 3j? nm IACO III Irl *" i r1 a. t+'fIOD h 3jj' 7j' ,I NOT RECO'PEN'DED TABLE N0, 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 2C" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL 8TEEI-GRAVITY GRAVITY UPLIFT UPLIFT .ENGTH SPAN 50TTOM TOP CAPACITY CAPACITY CAPACITY r-4PAC17Y BAR 6AR (DML (IMU A. (175LL (IDSL fIk19U !IDSL (2P9U TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL �011,111, LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UnF7 LFNGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM EAR 1 TOP 6AR (CML (1MU (IML (1)54 fl)5L (175U (IML (2Mu TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPL LINTEL STLLL GRAVITY GR4VITY UP�IFi UPLIFT LENGTH SPAN CAPACITY C4PACITY C4Pf117Y CAPACITY 50TTOM 6AR TPP BAR (OFSL NAIJ (1)»31 0MLL I. (II (2)"5u TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL CLEAR LNTEL TYPE LINTEL STEEL PLAIN GR4YI1Y GRAVITY UPLIFT UPLIFT LENGTH SPAN GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY 6OTTOM 6(IM AR TOP 6AR CAPACITY (0)WL (I)5U L (IN5U (1 ML (175U (IASL (2Mtl TABLE Na. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 8" RECESS DOOR HEADER LINTEL CLEAR LINTLL TYPE LINTEL STEEL UNPILLEP GRAVITY GRAVITY 1 UPLIFT UPLITT -ENGTH SPAN GRAVITY CAPACITY CAPACITY I CAPACITY CAPACITY BOTTOM BAR I TCP BAR CAPACITY (IML (CMU (IML (IMU (1751 (IMU (IML (2MU 3Q' NOMINAL WIDTHIHEIGHT OF LINTEL IPLAIN OR fB49-L+NTEL [8/16-P-#U/#L] No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 3p' 3P' TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LINTEL CLEAR LNTEL TYPE LINTEL STEEL (GRAVITY GRAYITY UPLIFT UPLIFT LENKs1H SPAN CAPACITY CAPACITY CAPACITY CAPACfly 601TOM 64R 1 TOP 6AR A))% WIDU (IML (1MU OnL (I15U (IML (2MU TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL II GRAVITY GRAVITY UPLIFT UPLIFT -ENGiH SPAN C4PAGITY CAPACITY CAPACITY CAPACITY 50TIGM DAN TOP 6AR f075L ll7"�.I 11751 (11 (1 51 (175U (1791 (275U TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LINTEL CLEAR LINTEL TYPL LMU'EL 57UL GRAY17Y GRAVITY UPLIFT UPLIFT -ENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM EAR I TOP 6AR (OML (IMU (1,151-051,1 (IML (175U f175L 1275U 3R• -•rz A R C H I T E C T S /Design Grouprinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 i TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS CLEAR SPAN l.N1EL TYPE LINTEL STEEL BOTTOM BAR TOP BAR UNFILLED GRAVITY CAPACITY (IML GRAVITY CAPACITY (VISU CWRAVITY UPLIFT UPLIFT CAPACITY CAPACITY CAPACITY (IML (I)5U (IDSL (IFSU (1751 (V% 14D I'-6' PRECAST (2)"2 (2)"2 4245 1809 IBM 5529 100002'-YPRECAST (2)02 (2)4 2415 3531 3831 4815 4815 2'-8' PRECAST (2)X2 (2) r2 1183 2111 2111 3386 3356 3'-2' PRECAST (2)"2 l2) Q 1343 2165 2165 2608 2608 3'-4" P1 (2) "2 (2)12 1232 2817 1 2811 2421 2421 5'4 4'0 PRECAST W15 (2) 02 1006 1651 1651 1510 1581 5'-I0' 4'-6' PRECAST (2)"S (2) @ 860 1423 1423 1410 1609 6'4 5'0 PRECAST (2) "4 W.2 140 1253 1283 1216 1495 6'4' 5'-2' PRECAST (2) "4 W02 710 1232P1184 1145 1348 6'-S' S'-4' PRECAST l2) X4 (2) 02 652 1184 1081 12951-6' 6'-7 PRECAST l2)•1 (2) 02 510 991 525 1082 1'-8' W-4• PRECAST (2) s4 (2) #2 551 959 184 1041 6'-8'PRECAST (2) X4 (2712 515 902 712 984 V-4' T-0' PRECAST (2)X4 121R 488 861 648 ml V-4' 8'-0' PRECAST (2)X4 (2)•2 416 126 499 190 IO' -6' 9'-2' PRECAST (2) �{ (2)'2 3646111 350 613 Il' -4' 10'-0' PRECAST (2)15 (2) 05 316 56l 661 311 601 12'-0' 10'-8' PRECAST (2) 5 (2) 9 292 626 626 217 661 12'-6' 11'-2" PRECAST (2)15 (2) 9 211 498 498 251 612 13'-4' 12'-0' PRECAST I (2) O. (2) "3 I 265 4611 458 214 442 14'-0' 12'-8' PRECAST (2)X5 (2)+5 239 430 430 190 995 44' 13'-4' PRESTRESSED (2)04 (2) 7 KR. 418 418 230 446 15'-4' 14'-0' PRESTRESSED 12104 (2)12 N.R. 319 319 210 401 174 16'0 9RE8T5SS6ED (2)04 (2) n N.R. 258 258 163 311 18'-4" I5'-0' 1 FIFESTWE08ED (2) a3 (2)15 KR. 224 224 131 254 20'-0' IS' -8' P'RESTRE58ED (2) X5 (2)13 11 201 201 122 231 21'-4' 20'-0' P'RESIV08RD (2)49 (2)13 KR. 111 1 171 107 2011 22'-0' 20'-8' PRESt"N51D 1 (2) 15 1 (2)13 N.R. 1 164 1 164 100 1% 24'-O' i 22'-8' M51S 1ESSLD 1 (2) -a 1 (2) M NR. I 132 1 132 84 163 ,I NOT RECO'PEN'DED TABLE N0, 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 2C" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL 8TEEI-GRAVITY GRAVITY UPLIFT UPLIFT .ENGTH SPAN 50TTOM TOP CAPACITY CAPACITY CAPACITY r-4PAC17Y BAR 6AR (DML (IMU A. (175LL (IDSL fIk19U !IDSL (2P9U TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL �011,111, LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UnF7 LFNGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM EAR 1 TOP 6AR (CML (1MU (IML (1)54 fl)5L (175U (IML (2Mu TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPL LINTEL STLLL GRAVITY GR4VITY UP�IFi UPLIFT LENGTH SPAN CAPACITY C4PACITY C4Pf117Y CAPACITY 50TTOM 6AR TPP BAR (OFSL NAIJ (1)»31 0MLL I. (II (2)"5u TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL CLEAR LNTEL TYPE LINTEL STEEL PLAIN GR4YI1Y GRAVITY UPLIFT UPLIFT LENGTH SPAN GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY 6OTTOM 6(IM AR TOP 6AR CAPACITY (0)WL (I)5U L (IN5U (1 ML (175U (IASL (2Mtl TABLE Na. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 8" RECESS DOOR HEADER LINTEL CLEAR LINTLL TYPE LINTEL STEEL UNPILLEP GRAVITY GRAVITY 1 UPLIFT UPLITT -ENGTH SPAN GRAVITY CAPACITY CAPACITY I CAPACITY CAPACITY BOTTOM BAR I TCP BAR CAPACITY (IML (CMU (IML (IMU (1751 (IMU (IML (2MU 3Q' NOMINAL WIDTHIHEIGHT OF LINTEL IPLAIN OR fB49-L+NTEL [8/16-P-#U/#L] No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 3p' 3P' TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LINTEL CLEAR LNTEL TYPE LINTEL STEEL (GRAVITY GRAYITY UPLIFT UPLIFT LENKs1H SPAN CAPACITY CAPACITY CAPACITY CAPACfly 601TOM 64R 1 TOP 6AR A))% WIDU (IML (1MU OnL (I15U (IML (2MU TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL II GRAVITY GRAVITY UPLIFT UPLIFT -ENGiH SPAN C4PAGITY CAPACITY CAPACITY CAPACITY 50TIGM DAN TOP 6AR f075L ll7"�.I 11751 (11 (1 51 (175U (1791 (275U TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LINTEL CLEAR LINTEL TYPL LMU'EL 57UL GRAY17Y GRAVITY UPLIFT UPLIFT -ENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM EAR I TOP 6AR (OML (IMU (1,151-051,1 (IML (175U f175L 1275U 3R• -•rz A R C H I T E C T S /Design Grouprinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 i 1 �I'I'I"III \000000000 E 8E 0 s c SWIMMi ac KENSINGTON RESERVE (LOT 22) SANTA ROSA (VERSION#01) PROJECT#: 02887, 000 PAGE: LINTEL PLAN (LOTT'S) ARCHITECT NATE CF FLORIDA DA : 0/25/17 SCALE: 1/410=1'-0"' SIMET 5COF 9 ARCHITECTS DesoinGroun�. PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003825 E 8cda E 0 r c Z' BUBIDIV. & IAT: KENSINGTON RESERVE (LOT 22) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 0299'7.000 PAGE: LINTEL PLAN (CAST -CRETE) ARCHITECT STATE OF FLORIDA LyAT : 10 72'5 /17 SC :1/4"=1'-0" SX -MET 5DOF 9 �I"I"I'II \000000000 E 8cda E 0 r c Z' BUBIDIV. & IAT: KENSINGTON RESERVE (LOT 22) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 0299'7.000 PAGE: LINTEL PLAN (CAST -CRETE) ARCHITECT STATE OF FLORIDA LyAT : 10 72'5 /17 SC :1/4"=1'-0" SX -MET 5DOF 9 2x12 (42 SYP) 1/16,000 (TYP.) NAIL (3) 12d f 6'-$' OCG. TYP. 2x12 BM./HDR. ENTRY MINIMUMWALL AND MAXIMUM HEADER SPAN (Pt.) CONTROL DATE: 07-0I-15CONNECTOR SCHEDULE E'-0' TO SIMPSON U.N.O. USP 1'-111/2, AND UP NUMMR OF HEADER STUDS DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER 1 3 ME7A-16 1450 HTA 16 -IB 1400 AT T=AG -I END OF HEADER (1) 10d x 1 1/2" I -PLY, (6) 16d 2-1`1_Y, fUSP: (10) I0d X 1 1/2" - NO 16d OPTION) (2) META -16 1985 1900 (2) NTA 16-15 2800 (10) 106 x 1 1/2' 1 -PLY, (USP; (10) loci x 11/2") (14) 1601 2 -PLY (USP: NO 166 OPTION? HETA-16 1510 HTA IE 1615 (9) 106 x 1 1/2' 1 -PLY, (5) 16d 2 -PLY USP: (10) 1001 x 1 1/21, No 1601 OPTION HETA-2o 1510 HTA 20 1618 (9) 10d x 1 1/2' 1 -PLY, (5) 16d 2 -PLY USP: (10) I0d x 1 1/2', NO 16d OPTION a(2) HETA-20 2035 25¢70 (2) HTA-20 3110 (127) Tod x 1 1/2' -PLY USP: (10) 10d x 1 1/2' 112) 1601 2 -PLY fUSP; NO 1601 OPTION) z o LGT-2 2150 LUGT-2 1915 (7) - 1/4' x 21/4" TITEN, 2 FLY (USP: BLK (5) 1/4' W5, WOOD (16) lod - DIETAL-20 2459 NO U61- CONVERSION FOR SIMPSON DLTAL-20 (15) - lod x 1 1/2, 1 PLY MGT 3965 MUGT 4000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) lod TO WOOD (U51". (25) loci TO WOOD) HGT-2 + 10950 HUGT-2 9365 (V3/4' A.T.R- IN HIGH STRENGTH EPDXY (MIN. 12" £MEED), (16) 1001 70 WOOD (USP: WOOD (5) Imd) H1,7-3 10530 HUGT-3 9365 (2) 3/4' A.T.R IN HIGW 9TRENGTW EPDXY (MIN. 12" EMBEP), (16) 1001 70 U,k20D (USP; WOOD (5) 10d) LG73--SD525 3255 LUG7-3 55SO (12) SDS 1/4'x2 1/2" TO GIRDER. (4) 3/5' x 5' TITEN HD TO WALL (USP! COJC. (4) 3/6' X 5" WEDGE 501-7, WOOD (12) W525) LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA WALL 1555 (ltd) lod x 1-1/2' (USP: Cita) lod x 1 1/2' VGT 4940 NO USP CONVERSION FOR SIMI-SON VGT (V 5/S' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-SD6 I/4'X3' TO WOOD (2) VG7 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN, 12' EM5ED), (32) -SAS 1/4'X3" / 2 PLY MTS -12 1000 112 1595 (II 10d x 1 1/2' (USP: (14) IOd x 1 1/2", (14) 10d) HTS -16 1150 HTW 16 1660 (1(,) IOd x 1 1/2' (USP: (16) Tod x I I/2", (16) lod) H76-20 1450 HTW 20 2045 (24) I0d x 1 1/2' (USP: (24) 10d x 1 1/2", (20) lOd) HTS -24 1450 HTW 24 2045 (24) 10d x 1 1/2" (USP: (24) 10d x 1 1/2", (20) lod) LSTA-12 ++ 925 LSTA. 12 910 llo) 106 USP: (10) loci _57A-18 - 1238 L57A 15 1360 (14) lod USP: (14) 1001 M5T4-15 ++ 1318 M97A-I5 1315 (14) lod USP: (14) IOd 0 M574-24 ++ 1640 1 1750 05) lod USP: (IB) loci n_ MST4-30 ++ 2050 META -30 2140. (22) I0d USP: (22) 1001 < ry 1`16TA-36 ♦+ 2050 M57A-36 2525 (26) loci USP: (2(b) lod H— MBTI-36 3800 KSTI 236 Soso (36) 1001 x 1 1/2" USP, (36) 1001 x 1 1/2" 1-15TI-45 5065 KTSI 245 4250 (45) 10d x 1 1/2" USP, (45) IOd x 1 1/2' H6 950 LFTA 6 1595 (5) 56 TO PLATES, (5) 5d TO STUDS (USP: (16) 5d x 1 1/2", (16) ad) 51`14 555 5PT 4 945 (6) IOd x 1 1/2' TO 5TUD5 USP: l(p) Tod x 1 1/2' TO STUDS A34 399 MP 34 410 (4) 8d x 1 1/2' TO BEAM, (4) ad x I f/2' TO POST. USP, (4) 0d x 1 1/2" TO SEAM, (4) Bd x 1 1/2' 70 POST. HCP2 645 HHGP 2 1010 (12) 106 x 1 1/2' USP, (10) 10d x 1 1/2' TO TRUSS, (10) 106 X 1 1/2' TO PLATE H10A 1940 RT 16A 2150 (IB) )lad x 1 1/2' USP: (9) 106 x 1 1/2" TO TRUSS, (5) loci X 1 1/2' TO PLATF VGT A HDU4 4565 PHD 44 411 (16)-808 1/4'x3" TO WOOD, (10) -SDS 1/4'x2 1/2" W/ TWREADED ROD, (2) NUT5/WASHER/2 PLY USP: 8/5" ATR MIN. T" EMBED SET IN HIGH STRENGTH EPDXY, (I0) WSW WOOD SCREW$ VGT e HD15 4940 70X Io 5110 06) -SDS 1/4'x3" TO WOOD, (3)-3/4" STUD BOLTS W/THREADED ROD, (2) NUTS/WA5HER/2PLY USP: 1/B' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8" tHRU-BPLTS A5U 44 2200 6665 PAU 44 no , 6115 (1) 9/5' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (12) 16d TO WOOD USP; SAME AS SIMPSON ABU 66 2300 121000 PAU 66 2538 13818 (1) 5/8' A.T.R. IN HIGH STRENG7H EPDXY, (MIN, 1' EMBED.) IN GONG., (12)16d TO WOOD USP; SAME AS 61MPSON 1-7719 ++ 1.340 1.75 19 1205 (1) 3/411 A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN GONG, (8A001 TO WOOD USP: SAME 45 5IMF50N Q L772oB +++ 500 LTS 20B 1105 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMB£0.) IN GONG., (1O)IOd TO WOOD USP: 3/4' ATR MIN 7' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 106 x 1 1/2', 2-1/2" _ U HTT4 4455 HTT45 4465 (1) 5/5' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EIIN CONC, (16) SDMO X 1 1/2' (USP; (20) 166 X 2-1/2') USP HAS MORE NAIL OPTIONS: (20) 106, (20) 10d x 1-1/2', (20) 166 x 2 1/2' Q HTTS 5090 HTT45 5430 (1) 5/5' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1" EMEED,) IN GONG, (26) 16d X 2 1/2' (USP: (20) 16d X 2-1/2') USP WAS MORE NAIL OPTIONS, (28) IOd, (29) I0d x 1-1/2', (20) 16d x 2 1/2' HHp011-808 25+ 11,510 UPHD` 11 12090 (1) I' A.TR. IN HIGH STRFNCaTH I-PDXY, (MIN. l0' FMSFDJ IN CONC., (24) SDS Ya' x 2M' WOOr>SCRFWS (USP: (24) WS3 WOO1D SCREWS) HP -15 6645 TDX Io 5110 (1) 1/5'4_5. IN HIGH STRENGTH EPDXY, (MtN_'I' EM5ED.) IN GONG, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8'.501 -TS) MBHA 3,96/11.25 3415 5330 NFM39X12U 3165 1130 51MP50I (1) 3/4" A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (P.1/4' A.T.R. IN 4ICSH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN GM.U. FACE, (18)11 70 BEAM USP, (1) 1/2' J-50LT W/ MINIMUM 6, EM51)=0. 4 NOT LESS THAN 4' FROM EDGE OF GONG W/ 3/4' DIA ITW RAMSEi/REpHEAO DYNA DOLT 81-EEVE ANCHOR OR Ea. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. W2660 0 NUSC412 (WOOD) 3635 (FLR) HUS4121F 3265 (ROOF) 2530 (PLR) 9060 3225 (ROOF) (10) 1601 TO HEADER, (10) 1601 TO WOOD USP: SAME AS all -if -50N z PUC410 (CMU) 1810 5085 1-10410 IF 1905 3115 (10) 1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (l5) 1/4' x 3" 083 SCREW0, CIO) 10d TO WOOD. _4UC210-2 (CMU) 1510 5055 HD210.2IF 1905 3175 (IS) 1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 1001 TO WOOD: (USP: (IS) 1/4' x 3" WS3 8CREW8, (10) 1001 TO WOOD HUG210-3 CCNU) 1810 4000 HD210-31F 1905 3175 (15) 1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: CUSP; (5) 1/4' x 3" W53 SGREW3, (10) 106 To WOOD LGUM26-2-Sp8 1 1430 5595 NO USF' CONVER51ON FOR 6IMP5ON LGUM26-2-8D8 (4) 3/5' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO GMU, (4) I/4' X 2 1/2' SPS SCREWS TO WOOD HIGH STRENGTH EPDXY - 611 'SET EPDXY-TfE". CONTACT THE ARCHITECT/ENGINEER, OF RECORD FOR WRITTEN APPROVAL PRIOR TO 51,1155TITUTING FOR SIMILAR EF -OXT' PRODUCTS OR USP - GIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMSEDM£NT 18 GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MU67 BE: FILLED -SOLID w/ GROUT. ++ 106 COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOW45LE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 RECUIRED FOR THI5 APPLICATION PRIOR TO INSTALLATION. v� +++ MINIMUM EMBEDMENT INTO THE TOP OFA BONDDEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1" w I— A.T.R.. A-301 ALL THREAD ROD (51ZE, PROTECTION TYPE, LENGTH, ETC. VARIES) � BECAUSE OF THE WIDE YARtETY OF MATERIALS, LOGA710N5, AND GOND1710N8 THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST SE RESPON8181-E FOR MAKING SURE THAT THE PROPER CORRO51ON PROTECTION IS u5Ep. WHEN USING 67AINLES6 STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTOR$, USE FASTENERS GALVANIZED PER A6TM-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMP50N 'WOOD CONSTRUCTION CONNECTORS C-2013" , 'HIGH WIND -RESISTANT CONSTRUCTION C-HWO9, ANP ANCHORING a FA5TFNING SYSTFMS FOR CONCRETE e MASONRY CATALOG G-6AS-2012. 2x12 (42 SYP) 1/16,000 (TYP.) NAIL (3) 12d f 6'-$' OCG. TYP. 2x12 BM./HDR. ENTRY MINIMUMWALL AND MAXIMUM HEADER SPAN (Pt.) UP TO E'-0' TO 8'-0' U.N.O. 4'-11 1/2' 1'-111/2, AND UP NUMMR OF HEADER STUDS SUPPORTINI END Cr- HEADER 1 2 1 3 NUMBER OF FULL LENCsTH STUDS 2 AT T=AG -I END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.Q. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BYTRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROONFLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK T-4" MIN, FROM 2ND. FLR. LINE EXTERIOR MASONRY WALL 83x. HEIGHTS 9'-4' IM LOAD Bim. WALL NON-BRr. WALL DBL. 2x1® SECUMP TC TpI SECURE (2) 2x6 TC CBL. 2x10 1111111410-26 ti -Imm la.,ft LANDING DETAIL : 1/2 ® V-0' SECURE (2)2x12 BM TO PT 6x6 POST HUC-410 W/ (2) MSTA-24 POST t0 SLAB W/ A5U-66 l2 -TY'P) m Q Q Q Q Q Q Q Q Q Q Q Q Q t41 Q 100 CJ1A 11 — — ° (2) 2X12 BM (2) 2X12 it II II II II II II II II II II II II �� VIII CJ3A u n n n n n n n n n n n II n n n = _11-_ JL_ _ M0' – – – – - – – – – – – – – —= >_ HETA-16 n M06 = - - _ _ _ _ _ _ - _ _ - _ _ = X_ Q LA (2) META -16 Marr _ _ S C2) META -16 D4 _________________________---_—____________ r Mt�B _ _ ---------------- _ _ _ - - _= _ _ _ _ _ ------ -4 ----1-I---- ----a----I-I-----4 �-----a4 ---- �—�--- --- ---- ___ ___ _11.___—r-.I____r_— I IS IS11�— I Ir I I= I II= r' � 1lie110 0 IP I) »� I I I I I I� II I I II II II II Ille I II 11 II II II ( 11 11 11 11 II II II II II II II II II II I 11 II II II 11 11 II II II III II II II I II II II II II II I II 11 11 —�I II 11 11 11 11 II II II II II II II II II 1 11 II 11 I �1 11 II 11 II ill II II II II II II II II II I II 11 11 � II II II II 11 11 11 II II II II II II II II 1 11 II 11 I 11 II II II II III 11 II II I II II II II II II I II II 11 � II II 11 11 11 11 II II II II II II II II II I 11 II 11 I— — —II II II II II i11 II II II _ 11 11 11 II 11 11 I II II II —II II II II II II % II II II II II II I II II II 1 11 II II II 11 11 II II II / II II II II �� .� II II II II II II I II II II II II 11 11 II II II II II II (2)2x8 II II II HDR _u — I_.1-/ I I I I IL8W I I I I I I I ) ILOW I I 111 11 11 11 DBL. - 1I I I I I I I I I I I I I STUD II _ II II II II II II p�L. I I I I I I I I I I I I I O L– L _L.L� Lam% STUD _ _ _ �I I II II II II II II TRUSS t0 4X4 ' -4 u 2x1 1 POST W/ (2) MTS -12 �u_ FLAG POST TO SLAB — - — _ - 4 – — – – Htt-4 – – – –_ – I I I IDBL. STUD DBL x CURE (2) 2x,6 TO ----P� . 2x10 W/ HUS -26 I I I I I I I I I I I I Ir 'r'+ _ _ _ _ II _ _ CV 1-1�. II II II II 1 4 _ _ _ _ _ -� IIIIIIIIIIII _ _ _ _ _ — _ _ _ _ — — — — — — — — I II� II� II 111 II I leilee_ _ _ _ _ _ _ _ _ _ ----¢ 1---I-��=---Lff ---1i ___U�---1-1 - I ----------------------- -------------------------FL04 8 r FLra3 � � .�..�� � -- -r-- ---- ---- ---- ---- ---- — - --- ------------------------ 1I u n u u u 71 — II II II II II Q II II II 11 I �� I 11 II 11 I I 1 � 8 2X4 KNEEWALL ATTACHED TO TRUSS W/ MTS -12 0 EA. STUD 2X KNEEWALL SECURED TO CMU W/ 1/2' ANCHOR BOLT W/ 2' WASHERS SET IN SIMPSON NIGHT STRr=NGTH EPDXY a 32" O.C. (i" EMBED.) SECURE 2x6 LEDGI=R MR STAIR SECTION ON SHEET FURST4A.1 OF 21. FLOOR FRAMING PLAN SCALE: 1/4 = I'-0' ELEVATION 'C' IVa CJIA CJ3A NUC -410 SECURE 2x6 LEDGER PER STAIR SECTION ON SHEET 4A.1 OF 21. 2x+6 0 24' O.G. FAIL (2) META -16 8 ARCHITECTS LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003825 E E 0 r C 8U'313DIV. cit: L01%. KENSINGTON RESERVE (LOT 22) MODEL. SANTA ROSA (VERSION#01) PROJECT#: 02997.000 PAGE): FIRST FLOOR FRAMING PLAN ARCHITECT STATE CSF FLORIDA 'Q' T � DAT 1"" 5 X 17 SC A :1/4"=1'-0" SIMET 6 OF 9 �IIIIIIIIII �000000000� E E 0 r C 8U'313DIV. cit: L01%. KENSINGTON RESERVE (LOT 22) MODEL. SANTA ROSA (VERSION#01) PROJECT#: 02997.000 PAGE): FIRST FLOOR FRAMING PLAN ARCHITECT STATE CSF FLORIDA 'Q' T � DAT 1"" 5 X 17 SC A :1/4"=1'-0" SIMET 6 OF 9 2x12 (•2 SYP) 1/161 085 (TYP.) NAIL (3) 124 • 6'-13' OAC. TYP. 2x12 BM./HDR. 0 ENTRY MINIMUM SUD REQUII'REDMENTSpER MAXIMUM HEADER SPAN (ft,.) u"ONNECTOR SCHEDULE HEDJ¶ CdNTROL DAT€: 0�-d1-15 8' -OR SIMPSON 4'-11 1/2' ISP ANP UP NUMMR OF HEADER STUDS DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER 3 MET4-16 1450 HTA 16 -IS 1400 (7) 10d x 1 1/2' 1 -PLY, I6) 16d 2 -PLY, (USP: (10) 10d X 1 1/2' - NO 16d OPTION) I (2) META -16 1985 1900 (2) HTA 16 -IS 2800 (IO) 10d x 1 1/2" I -PLY, (USF: (10) IOd x 1 1/2'7 (14) 166 2 -PLY (USP, NO 16d OPTION) HETA-16 1810 HTA 16 1615 (9) 106 x 1 1/2' 1-1111 (8) 16d 2 -PLY USP: (10) IOd x 1 1/2', NO 16d OPT [ON HE74-20 1510 HTA 20 1615 (9) 106 x 1 1/2' I -PLY, (8) 16d 2 -PLY USP: (IA) 1Od x 1 1/2', NO 16d OPTION i'- [' Z (2) HETA-2O 2035 250QJ (2) 1474-20 3170 (10) 10d x 1 1/2" I -PLY USP: (10) IOd x 1 1/2' (12) 16d 2 -PLY (USP: NO 16d OPTION) 0 LGT-2 2150 LUGT-2 1915 (1) - 1/4' x 2 1/4' TITEN, 2 PLY (USP: BLK (5) 1/4' WB, WOOD (16) 10d DETA_-20 2480 NO USP CONVERSION FOR SIMPSON DFTAL-20 (IS) - 106 x 1 1/2,1 PLT MGT 3965 MUGT 4COO (Il 5/e" A.T.R IN HIGH 6TRENGTH EPDXY (MIN. 12' EMBED), (22) IOd TO WOOD (USP, f2S) )fad TO WOOD) HG7-2 + 10980 HUG7-2 9365 (2) 3/4' A.T_R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) IOd TO WOOD (USP: WOOD (8) IOd) NGT -3 + 10530 HUGT-3 9365 (2) 3/4' A.T.R. IN HIGH 67RENGTH EPDXY (MIN. 12' EMBED), (16) IOd TO WOOD (USP: WOOD (8) 10d) LG73-5D52,5 3265 LUGT-3 5330 (12) 51::18 1/4"x2 1/2' TO GIRDER, (4) 3/S" x 5" TITEN HD TO WALL CUSP: CONC, (4) 3/8" X 5' WEDGE 501-7, WOOD (12) W825) L7A2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO _PTA WALL 1555 (10) 10d x 1-1/2" CUSP: (10) 106 x 1 1/2" YG7 4940 NO USP CONVERSION FOR SIMI-SON VGT (I) b/S" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) -SPS I/4"X3" 70 WOOD (2) VGT 7185 NO USP CONVERSION FOR SIMI-SON (2) VGT) (2) 11 IN HIGH STRENGTH EPDXY (MIN. 12" EMBEP), (32)-505 1/4'X3' / 2 PLY MT5-12 1000 M7W 12 1595 (14) )fad x 1 1/2' (USPS C14) 10d x 1 1/2", (14) 10d) HTS -16 1150 HTW 16 1660 (16) IOd x 1 1/2" (USP: (16) 10d x 1 1/2', (16) 10d) H76-20 1450 HTW 20 2045 (24) 106 x 1 1/2" (USP: (24) 10d x 1 1/2', (20) 106) HT5-24 1450 HTW 24 2045 (24) IOd x 1 112' CUSP: (24) 10d x 1 1/2', (20) 11 LSTA-12 ++ 925 LSTA 12 910 00) 106 U6p: (10) 106 L5TA-18 ++ 1235 L57A 18 1360 (14) 10d USP: C14) lob M6TA-18 ++ 1315 META -18 1315 (14) IOd USP; (14) II V) MSTA-24 ++ 1640 MSTA-24 1150 (IS) IOd USP: ('18) 10d IL M6TA-30 ++ 2050 M674-30 2140 (22) 106 USP: (22) 10d MSTA-36 ++ 2050 MSTA-36 2525 (26) 10d USP: (26) IOd I— MSTf-36 3800 KSTI 236 30,30 (36) 10d x 1 1/Z' USP: (36) 10d x 1 1/2' MSTf-48 5065 KTSI 248 4250 (48) 10d x 1 1/2' USP: (48) IOd x 1 I/2" H6 950 LFTA 6 1595 (8) 86 TO PLATES, (8) 8d TO STUDS (USP: (I6) 86 x 1 1/2', (16) 8d) 5P4 885 &1 4 945 (6) 106 x 1 1/2" TO STUDS USP: (6) 10d x 1 1/2' TO STUDS A34 395 MP 34 410 (4) 8d x 1 1/2" TO BEAM, (4) ad x 1 1/2" TO POST. USP: (4) Sd x 1 1/2' TO BEAM, (4) 4d x 1 1/2" 70 POST. HCP2 645 HHCP 2 1010 (12) )tad x 11/2" USP: (IO) 101d x 1 1/2' TO TRUSS, (10) IOd X 1 1/2" TO PLATE H1OA 1340 RT 16A 2180 (IS) 10d x 1 1/2" USP: C9) 10d x 1 1/2' TO TRUSS, (e) IOd X 1 1/2' TO PLATE VGT 6 HDU4 4565 PHD 44 4535 (16)-SD5 1/4"x3' TO WOOD, CI0)-5D5 I/4"x2 1/2' W/ THREADED ROD, (2) NUTS/W4SHER/2 PLY USP: 5/5' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD 0CREW5 VGT 4 HD115 4940 TDX IO 5110 (16)-5DS 1/4"x3' TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/UJASHER/2PLY USP. 1/8" ATR MIN. 7" EMBED 6ET IN HIGH STRENGTH EPDXY (4)1/8" THRU-801-78 ABU 44 2200 6665 P'AU 44 2535 6175 (I) 5/5" A.T.R. IN HIGH STRENGTH EPDXY, (MIN, T" EMBED.) IN GONG., (12) 16d TO WOOD USP: SAME AS SIMPSON ABU 66 2300 12000 PAU 66 2535 13815 (1) 5/B" A.T.R IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN GONG., (12)16d TO WOOD U$F: SAME A6 SIMPSON L7T19 +++ 1340 LT6 19 1205 (1) 3/4' 4.7.Fi, IN HIGH 57RENOTH EPDXY, (MIN. 1' EMBED.) IN GONG, (S)IOd TO WOOD USP: 5AME 45 SIMPSON © LTt20B +++ 1500 LT9 208 1105 (1) 1/2' A.T.R, IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (10)10d 70 WOOD USP: 3/4' ATR MIN 7' EMBED SET IN HIGH STRENGTH EPDXY, (10) 11 (10) 10d x 1 1/2", 2-1/2' U Z HT74 4455 HT745 4465 A.T.R IN HIGH STRENGTH EPDXY (MIN. 1" EMBER) IN CONC., (18) SD -W X 1 1/2" (USP: (20) 16d X 2-I/29 USP HAS MORE NAIL OPTION5: (20)106,(20) 1001 x 1-1/2", (20) 16d x 2 1/2" Q FITT5 5090 HT745 5430 (1) 5/8" A.T.R- IN HIGH STRENGTH EPDXY (MIN. 7' EMBED,) IN GONG., (26) 1&d X 2 1/2" (USP: (20) 16d X 2-I/2') USP HAS MORE NAIL OPTIONS, (28) 106, (28) 10d x 1-I/2', (20) 16d x 21/2' HHD011-SDS 2.5+ 11,610 LiPHD 11 12090 (1) 1' ATA, IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED) IN GONG, (24) 5D5 4' x A" WOOD SCREU3 (USP: (24) W83 WOOD SCREWS) HD15 6645 TDX 10 5110 (1) 7/e' AP. IN HIGH STRENGTH EPDXY, (MIN. -I' EMBED.) IN CONC,. (3) 3/4" STUD BOLTS TO WOOD (USP: (4) 1/e" I50L7S) MBHA 3.56/1125 3415 5330 NPM35X12U 3165 1130 SIMPSON: (P 3/4' A.T,R. IN HIGH STRENGTH EPDXY, (MIN. 6.15" EMBEDMENT) IN G.M.U. TOP, C1) 3/4' A.T.R. IN HIGH 5TRENGTH )=FOXY, (MIN. 6.'15' EM6SPMENT) IN C.Mi 1, FACE, (18JI0d TO SEAM USP: (1) IR' J -BOLT W/ MINIMUM 6, EMBED. t NOT LESS THAN 4' FROM 1=DrF= OF GONG W/ 3/4' PIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR €0. W/ MIN. 5' EMBER DEFTH INSTALLED IN THE FACE. (14� loci At JUST L d ' U" HUSC412 (WOOD) 3635 2660 (FLR) HIU54121F 3265 (ROOF) 2630 (PLR) 3a60 3225 (ROOF) (10) 16d 70 HEADER, (10) 16d TO WOOD USP: SAME AS SIMPSON Q HUC410 (CMU) 1810 5OS5 1-10410 IF 1905 3175 (IS) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 11 TO WOOD: (USP: (IS) 1/4" x 3' W53 SCREWS, (10) 10d TO WOOD. = HUC210-2 (CMU) 1810 5085 HD210-21F 1905 3115 (18) I/4' x 2-3/4' TITEN 09 PER FLANGE) TO CMU, (10) 1001 TO WOOD: CUSP: CIBJ 1/4" x 3' W53 SCREWS, (IO) IOd TO WOOD HUC20-3 (CMU) 1910 4000 HD210-31F 1905 3115 (1&) 114' x 2-3/4' TITEN (9 FER FLANGE) TO CMU, (10) 106 TO WOOD: (USP: (IS) 1/4" x 3' W53 SCREWS, (10) IOd TO WOOD LGUM26-2-5D5 1430 5595 NO U5P CONVERSION FOR SIMPSON LGUI"126-2-6D8 (4) 3/6' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4)1/4" X 2. 1/2" SDS SCREWS TO WOOD HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECt!ENGINFER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR (=FOXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1" DEEP, THE VERTICAL CELL IN G.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN SE SUBSTITUTED W17H IOd x 1 1/2' NAILS IN CONJUNCTION WITH A 23'11 REDUCTION IN THE ALLOWABLE LOAD, WRITTEN APPROVAL PROM THE ARCHITECT IS R€QUIR€D FOR THIS APPLICATION PRIOR 70 INSTALLATION. V) ++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE b', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' Ld I— 0 A.T.R - A-301 ALL THREAD ROD (812:E, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFPEC7 CONNECTORS, THE CONTRACTOR MUST BE RE51-ON515LE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 15 USED. WHEN USING 6TAINLE6S STEEL CONN€CTOR5, U5€ STAINLESS STEEL FASTENERS, WHEN USING ZMAX / HPG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -4153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BA5I6AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHfTECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WIND-RF515TANT CONSTRUCTION C-HWD9, AND ANCHORING A FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-546-2012. 2x12 (•2 SYP) 1/161 085 (TYP.) NAIL (3) 124 • 6'-13' OAC. TYP. 2x12 BM./HDR. 0 ENTRY MINIMUM SUD REQUII'REDMENTSpER MAXIMUM HEADER SPAN (ft,.) UP TO S' -m' TO 8' -OR UN.O. 4'-11 1/2' V-11 1/2' ANP UP NUMMR OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUI15ER OF PULL 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 AREAS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BYTRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'4' MIN. FROM 2ND. FLR. LINE 05 GJI CJ3 vl TRUSS TO 06 POST W/ (U MTS -12 POST TO BLOCK W/ NTT -4 A0* (SOLID BLOCKIWG MIDST BE PROVIDED BETWEEN SUB FLOOR "TOP OF BLOCK) Amt -----------------------= ------. Y.— --------------------------- LINE OF FIRST FLOOR 5ELOW— — I I I 1 I I I I 1 I I I 1 I I I II 1 ATTIC II II II (I II II II 1 ACCESS . _., - - - - - OFA, TRIMS TO 06 POST W/ l U MTS -12 - POST TO BLOCK W/ NTT -4 AOIG (SOLID BLOCKING MUST BE PROVIDED DETWEEN SUB FLOOR AND TOP OF 5LOCK) GJ5 CJ3 � RIDGE II II II II �I II II II II II II II II _ _ u n u u n u 1\� (2) 2X12 (SEAM TO �,� 2X4 KNEEWALL ATTACHED TO 14X4 POST W/ HUC-410H0°1 x - TRUSS W/ MTS -12 a EA. STUD LINE OF FIRST FLOOR 5ELOW ii �?` CJIA00?(2) 2x12 BEAMS CJIA — — Y — — — — LINA OF FIRST FLOOR IBELOW_J _ 2X4 KNEEWALL SECURED TO DD (2) 2X12 SEAM TO CMU W/ 1/2' ANCHOR 5OLT W/ '`- 2' WASHERS SET IN SIMPSON KING STUD 4 DBL.t�. U (2) 2XI2 BEAM TO HIC-A4T STRENGTH EPDXY � JACK STUD W/ (2) KING STUD 4 DBL. MSTA-24 JACK STUD W/ (2) 32 O.C. /� EMBED.) MSTA-24 Cil CJ3 GJ5 TRUSS TO 4X6 POST W/ (I) MTS -12 POST TO BLOCK Wt NTT -4 (SOLID 5LOCKIWG MUST BE PROVIDED BETWEEN SU5 FLOOR AND TOP OF BLOCK) TRJJOO TO 4X6 FOOT W/ (1) MTS -12 POST TO BLOCK W/ 14Tt-4 (SOLID BLOCKING MUST BE PROVIDED SETI,IEEN SU5 FLOOR GJ5 AND TOP OF DLOGU GJ3 I D5 GJI SECOND FLOOR ROOF FRAMING PLAN ARCHITECTS GouDes�n r���. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 3U333DIV. do LOT: KENSINGTON RESERVE (LOT 22) MODEL.. SANTA ROSA (VERSION#01) PROXMCT#: 02997.000 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT-. STATE OF FLORIDA NEAR 140120790►► �ouurlr� DA 0/25/17 sC :1/4"=1'-0" SIMET 7 Or 9 �IIIIIIIIII .vovv000vvJ 3U333DIV. do LOT: KENSINGTON RESERVE (LOT 22) MODEL.. SANTA ROSA (VERSION#01) PROXMCT#: 02997.000 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT-. STATE OF FLORIDA NEAR 140120790►► �ouurlr� DA 0/25/17 sC :1/4"=1'-0" SIMET 7 Or 9 PRE -ENGINEER SECURE PER FRIAMII ATTACH (2) 2X12 BEA POST (BEYOND) W 2x STUDS PER GENERAL NOTES SHEE1 (GN), SECTION TIMBER, NOTE 20 PRE-ENGINEERED FLOOR TRUSS SECURE PER FRAMING NOTES CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAi" MUST NOT BREAK I'-4' MIN FROM 2ND. FLR. LINE RECESSED LINTEL ENTRY BRCS. IL NISH OYER PAPER BACK EXP. METL. 'PROVED PLASTIC HOUSE WRAP, B. SHEATHING OR J' COX PLYWOOD NAILING SCHEDULE 2) 1,6d ,:1,,121-011 CLG. HEIGHT 11 ..URED TO CMU OLT W/ 2' WASHERS 41GHT STRENGTH MAX. (11 EMBED) l'i BRCS. HGT. tv ENTRY v6-1.- 1 1/191♦6.0"/'41 IVI♦ 1 1.-0-41 ENTRY FRAMING SECTION ARCHITECTS Des ign Group Inc. LVI\� YYV V VI rL Jar NV PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 BU3330IV. & LAT: KENSINGTON RESERVE (LOT 22) MODEL, SANTA ROSA (VERSION#01) PRO JMCT#: 02997.000 PACE: ENTRY FRAMING SECTION ARCHTECT-. STATE OF R -OMA �AR VO 12079 969=000 DA O/25/17 e �'lll"IIII �000000000� BU3330IV. & LAT: KENSINGTON RESERVE (LOT 22) MODEL, SANTA ROSA (VERSION#01) PRO JMCT#: 02997.000 PACE: ENTRY FRAMING SECTION ARCHTECT-. STATE OF R -OMA �AR VO 12079 969=000 DA O/25/17 e POWER COMPANY T IRMSFORMER GRADE PROVIDE 200 AMP, 120/240 VOLT, 1 PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 $2/0 CLIPPER (CU) IN 2" DIA SCHEDULE SPS PVC CONDUIT OR PROVIDE 3 04/0 ALUMINUM (AL) IN 2" DIA SCHEDULE W PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. 04/0 SER CABLE TELEPHONE SERVICE CABLE TELEVISION ENTRANCE EQUI10MENT SERVICE ENTRANCE Y, EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL 200 AAF rzLl=-C:TRlCAL RISIER NOT TO SCALE. GENERAL NOTES: A. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) COMBINATION SERVICE 200 AMP LOAD INFORMATION DISCONNECT SWITCH AND 120/240 VOL eM ELECTRIC METER IN 1 PHASE (1) LAUNDRY CIRCUIT AT NEMA 3R ENCLOSURE (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER PMLO ANEL (1) DISHWASHER 4000 (1) CLOTHES DRYER 20OA/2 MOB (1) DISPOSAL (1/3 HP) TELEPHONE SERVICE CABLE TELEVISION ENTRANCE EQUI10MENT SERVICE ENTRANCE Y, EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL 200 AAF rzLl=-C:TRlCAL RISIER NOT TO SCALE. GENERAL NOTES: A. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: SANTA ROSA MODEL FELEGTRCAL LOAD INFORMATION VA 2560 SQ.FT. GENERAL 11GHT1NG X (3) = VA PER SQ.FT. 7,880 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 248 SUBTOTAL OF GENERAL LOAD 48.01 FIRST 10 KVA OF GENERAL LOAD AT 10OX 10000 REMAINDER OF GENERAL IAAD 0 40X= 36.926 VA x (.4) 15,570 TOTAL NET GENERAL LOAD 25,570 5–TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 5–KW ELECTRIC HEAT 5000 VA x (6570) 3250 O NET GENERAL IAAD 25,570 NET TOTAL HEAT 10.460 TOTAL LOADI 98,000 CALCULATED LOAD FOR SERVICE 36.020 VA / 240 V= 150.09 . 200 AMP SERVICE OUTLET ,9)--,,_ �o�,,,_ CHIMES `O PORCH iC4VERE ENTRI FIRST FLOOR ELECTRICAL PLAN COACH LIGHT METER, VERIFY LOC. LEGEND FELEGTRCAL DEFINITION NOTES Iwv OUTLET aaurr�c "u' waru wrux Mtl'k7wISle � t�iAlNt 1wv 1:LOOR W a1e01� fiAgt ® e � IElIbtANtt OUTLET Iwv SWITGIw O 118'V wI aau waweaw tint GFI OUTLET �m ff*m r W*# 11m 220VOUTLET 4 wt! CO N&IM 0"RIOR WATERPROOF OUTLET OWITCH SWITCH 341wY OrptAM SWTOH 44MY OPER IM DIMMER SWITCH (.i WALL MOXW LrA4T L] WALL SCa4m PRE -UW. CEILING MOXW LIGHT RECESSED CAN ©SVP YOOP ED CAN VENT FAN, k►( VENT MAN V .�C LW 24' LIGHT STRIP W LW STRIP 0 f1J01RESC. w MM MWAMM — — — — FL.uON-SCENT © PANEL _ STRUcmw WIRE PARI. OWN METER aD SD. na� MONOMD>: er'ttPAOW V M tAAPV SM aArr �,I , IW c"M CMD. DETECTOR CO W - PENDANT LIGHT 4 TELEPHONE JACK 4 GAS ojn..ET CEILING MAGI / *PPMW N AMOMMM V LIGHT I= K4FW tAt &W tie OLM M tteaum TO as ® J -SOX MPFORW K w am MAP= m am woie O SMANER fft-WIP9 I:I.00D LIGHT ® sEGURITY SYSTEM KEYPAD ® DIGITAL KEYPAD WATER HEATER U DISCONNIeCT AIR GOND. DISCONNECT TELEVISION JACK LY WINS D DOOR CUIME:S NOS: -PHONE OUTLETS 4 TELEVISION JACKS TO BE DETERMINED BY BUILDER / HOMEOUNER -ALL RECEPTACLES IN HABITABLE ROOM$ ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE A R C H IT EC TS GDesign roup-ina. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUSDIV. de LOT: KENSINGTON RESERVE (LOT 22) MOI)EL: SANTA ROSA (VERSION#01) PROZECT#: 0299'7.000 PAGE: FIRST FLOUR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA OCT 2 6 2017 3DAT %'x/25/17 SC #4 :1/4"=1'-0" SHEET 9 or 9 �I"II"'ll \000000000 SUSDIV. de LOT: KENSINGTON RESERVE (LOT 22) MOI)EL: SANTA ROSA (VERSION#01) PROZECT#: 0299'7.000 PAGE: FIRST FLOUR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA OCT 2 6 2017 3DAT %'x/25/17 SC #4 :1/4"=1'-0" SHEET 9 or 9 ('ARCHITECT S-) PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 SUBDIV. & L01%. KENSINGTON RESERVE (LOT 22) MODEL: SANTA ROSA (VERSION#01) 3PROZECT#: 02997.000 PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHrMCT-- STATE Cr- FLORIDA OCT 2 6 20,17 � DAT] : \10/25/17 SCALE:1/4„_1,_0„ SFMET 9 or 9 FIBERGLASS SHINGLES OVER 2x4 BLOCKING 5ETWEEN F15ERGLASS SHINGLES OVER 030 PELT PAPER (OR 0 0 FEL PA SHINGLES OVER TRUSSES AT FIRST TWO BAYS 030 FELT PAPER COR APPROVED EQUAL), INSTALLED 30 FELT PAPER (OR APPROVED EQUAL), INSTALLED 4 0" O.G. (AT SHEATHING APPROVED EQUAL), INSTALLED PER SECTION R905.2.1 F5CR, 2x4 BLOCKING BETWEEN PER SECTION 8905.2.1 1=5GR, SEAMS) PER SECTION 890532.-I 1=5CR, 5TH EDITION (2014), ON " 0.5.8. TRUSSES AT FIRST TWO 5AYS 5TH EDITION 12014), ON " O.S.B. 4'-V O.C. CAT SHEATHING 5TH EDITION (2014), ON " O.S.B, 2x4 +� 32" O.C. MAX SECURED r SHEATHING OR J" CDX SHEATHING OR i' CDX t W/ (4) 12d NAILS EA. END SHEATHING OR i" CDX PLYWOOD SECURED PER 'i SEAMS) PLYWOOD SECURED PER NAILING SCHEDULE PLYWOOD SECURED PER PRE -ENCS GABLE TRIU55 NAILING SCHEDULE NAILING SCHEDULE R-38 INSUL. MIN. P.T. 1x2 W/ MTL. ---- PRE -ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ PRE -ENG TRUSS DRIP EDGE P.T. Ix2 W/ MTL. (2) 12d's 0 EACH TRUSS TO 5E GYPSUM 50ARD OR HIGH DRIP EDGE MTL. DRIP EDGE STRENGTH CLG. BOARD 2x& SU5-5AND CONT. 2x4 RAT RUN SECURED INSTALLED a MID. POINT OF TRUSS W/ (2) 12d'6 a EACH TRUSS 2xro SU5-5AND SPAN, OR 10'-0" O.C. MAX. 2x6 SUS -SAND GONG. FILLED LINTEL BLK W/ ALUM. SOFFIT TO BE INSTALLED MID (1) 05 REtv . BAR CONTINUOUS STIFF15ACK AT ALL 1/4' ALUM. SOFFIT R-38 INSUL. MIN. VENTED ALUM. UPRIGHTS OVER 4, -Io. POINT OF TRUSS SPAN, OR STIFF5ACK AT ALL " SOFFIT PRECAST LINTEL HIGH TAS PER TRUSS ENG) 10 0 O.C. MAX. � GYPSUM STR5OAENGTH C . R-4.1 INSUL. m '� p' R-38 INSUL. MIN. HIGH(ASPER TRUSS ENG) HIGH STRENC':TI--4 CLC. EMBED. STRAP VERIFY TEXTURE CEMENTITIOUS II BOARD W/ TRUSS PLAN WINDOWA AS COATING PER (ASTM C926) �-- " GYPSUM 50ARD OR TEXTURE CEMENTITIOUS A ATTACHMENT � 2x4 NAILER PER MANUFACTURES OVER PAPER SACK EXP. HIGH STRENGTH CLG. COATING PER (ASTM C926) SPECIFICATIONS METL. LATH OVER BOARD OVER PAPER SACK EXP. 2x4 0 24' O.C. INTERIOR 1/2 TEXTURE CEMENTITIOUS APPROVED PLASTIC HOUSE CONC. FILLED LINTEL SLK W/ METL. LATH OVER APPROVED KNEE WALL W/ R13 INSUL. MIN. COATING MINIMUM CPER PRECAST SILL WRAP, OVER -f/1+6" O.S.B. (1) S RE5AR CONTINUOUS PLASTIC HOUSE WRAP, OVER CONC. FILLED LINTEL BLK Wt ASTM G926) OVER CMU (1) 'N5 RE5AR VERTICALLY SHEATHING OR J' CDX PLYWOOD R-4.1 INSUL. -I/Ih" O.S.B. SHEATHING OR �" (1) � RE�3AR CONTINUOUS W/ GONG. POUR CELL COX PLYWOOD 1x2 P.T. FURRING STRIPS PLASTIC OR METAL PRECAST LINTEL PLASTIC OR METAL PRECAST LINTEL a 1r+" O.C. WEEP SCREEN FLASHINGrte...--WINDOW ATTACHMENT AS WEEP SCREEN FLASHING WINDOW ATTACHMENT AS S" CMU MEM5RANE STRIP COVERING PER MANUFACTURES MEMBRANE STRIP COVERING PER MANUFACTURES �.---1/2' GYP. WL. 5D. WOOD FRAME/MASONRY SPECIFICATIONS WOOD FRAME/MASONRY SPECIFICATIONS 1 -STORY MOOD SASE INTERSECTION UNDER ---- PRECAST SILL INTERSECTION UNDER _------PRECAST SILL EXPANSION JOINT PROTECTO EXPANSION JOINT PROTECTO BLOCK WALL 1 SCALE: 3/4'=I' -1a' WRAP BT-20XL 9" WIDE TO (1) *5 RE5AR VERTICALLY (1) 05 REBAR VERTICALLY W/ GDNC. POUR CELL WRAP 5T-20XL 9' WIDE TO W/ CONC. POUR CELL EXTEND 2' 5ELOW THE CMU EXTEND 2" BELOW THE CMU ° ° SECURE GABLES TO 2x8 P.T. 1x2 P.T. FURRING STRIPS SECURE GABLE TO 2x& P.T. Ix2 P.T. FURRING STRIPS 16 " O.C.4 PLATE W/ 12d's 8" O.C. MAX PLATE W/ 12d's S" O.G. MAX 16 O.C. MU g° • SECURE 2x8 PT. PLATE TO IIGMU SECURE 2x& P.T. PLATE TO 8" ' G 15LK W/ J'x9" ANCHOR BOLT 1/2 GYP. WL. BD. BLK W/ j"x9" ANCHOR BOLT 112 GYP. WL. BD. ' TEXTURE CEMENTITIOUS COATING PER (ASTM C%b) W/ 2" WASHER SET IN SIMPSON 4e WOOD SASE W/ 2' WASHER SET IN SIMPSON WOOD BASE OVER PAPER BACK EXP. METL. LATH OVER APPROVED HIGH STRENGTH EPDXY 6- HIGH STRENGTH EPDXY 61 4a 4 PLASTIC HOUSE WRAP, OVER 1/16' OS.B. SHEATNII OR N W4 EMBED. MIN. tv 32" OC MAX. EMBED. MIN. 32 O.G. MAX a 9 COX PLYWOOD 1/2" TEXTURE CEMENTITIOUS ° a ° 1/2' TEXTURE CEMENTITIOUS ° 4a PLASTIC OR METAL WEEP COATING MINIMUM (PER COATING MINIMUM (PER SCREED SLASHING ASTM C926) OVER CMU a ASTM 0926) OVER CMU . MEMBRANE STRIP COVERING WOOD FRAME/MASONRY N Q 7 a INTERSECTION UNDER EXPANSION JOINT PROTECTO WRAP 5T-20XL S' WIDE TO EXTEND 2' BELOW THE CMU „ 1—STORY GABLE j" TEXTURE CEMENTITIOUS COATING MINIMUM 1 -STORY GABLE W/ VAULT C LG. (PER ASTM C926) OYER CM"' BLOCK WALL 1B BLOCK WALL WEEP SCREED �- A SCALE: 3/4'=1'-0" SCALE: 3/4'=1'-0" 1 C SCALE: 3'=1'-0' 2X4% Co 2X4% 2X4% CEU SECURE TO BLOCK •NOTE* SECURE TO BLOCK N SECURE TO BLOCK "NOTE" W/3/IV TAPCONS OR DRIVES STRUCTURAL 2X MUST BE ON OUTSIDE 4 W/3/I6' TAPCONS OR DRIVE STRUCTURAL 2X MUST IDE ON OUTSIDE 4 W/1/4" TAPCONS OR DRIVE STRU=R,AL 2X MUST BE ON OUTSIDE 4 PIN (MIN SWANK SIZE.145 SECURED THROUGH NON-STRUCTURAL PIN (MIN SHANK 813E.145 SECURED THROUGH NON-STRUCTURAL PIN (MIN SHANK SIZE.148 SECURED THROUGH NON-STRUCTURAL MIN HEAD SIZE 300MEMBER {I"X OR i/I6" O.S$a WITH MIN HEAD SIZE 3BER 00 MEM(I"X OR 7/16' OAJ5.) WITH MIN HEAP GIZE 300 MEMBER (I'X OR '1/16' O�rDJ WITH MIN EMBEDMENT 1 1!4') 3/16" TAPCON MIN. 1-1/4' EMBEDMENT MIN EMSEPMENT 1 1/4') 1/4" TAPCON MIN. 1-1/4' EMUEDMI:NT MINEMBEpMkTIT I I/4") 3/16" TAPCON MIN. 1-1/4' EMBEDMENT WITHIN 8" OF EACH END 4 INTO BLOCK. WITHIN 8' OF EACH END 4 INTO BLOCK IX4 P.T. OR 5/4' X 4' MIN. WITHIN 8"OF EACH END 4 INTO BLOCK 18" O.G. MAX. SPACING. SECURE THUR FRAME ANDK F1 18' Oc. MAX. SPACING. 18" OIC: MAX. SPACING. EXTEND IA -1l4 8 OR DRIRIVE 2 X 6: ® SECURE TO BLOCK SECURE T BLOCK PIN (MIN SHANK SIZE.14b SECURE W/2-3/16'tAP�IA BLOCKCONS OR DRIVE W/2-3/16' TAPCONS OR DRIVE W/2-1/4" TAPCONS OR DRIVE MIN HEAD SIZE 300 PIN (MIN SWANK SIZE.145 PIN (MIN SWANK SIZE.145 % PIN (MIN SHANK SIZE.F45 NOTE% MIN EMBEDMENT I I/4") 1/2'L WALL MIN HEAD SIZE 300 SWIM AS NEEDED MIN HEAD SIZE 300 8 CMU MIN HEAD !SIZE 300 WITHIN 8" OF EACH END 4 1X4" OR I"XZ" P.T. NAILER MIN EMBEDMENT 1 I/4") TO PLUMB JAMB MIN EMBI=DMENt I I/4") 18" IN MAX. SPACING. MIN EMBEDMENT 1 1/49 DOOR CASING WITHIN 8" OF EACH END 4 16' 0V 8' OF EACH END 4 00 NOT EXECED I14". WITHIN 8' OP EACH END 4 _ 18" O.G. MAX. SPACING. 18' O.C. MAX. SPACING. IPI' O.iG, MAX. SPACING. J HIM Ah1B JAMB 2 X bs � 2X8% ® I/2' DR1 WALL SECURE TO BLOCK 2 X 8% CEMI DOOR AMD SECURE TO BLOCK W/2-3/16 TAPCONS OR DRIVE 8, CMU SECURE TO BLOCK ATTACH TO 2 X DO NOT EXECED 1/4'. W/2-3/16" TAPCONS OR DRIVE 1/2' DRYWALL PIN (MIN SHANK SIZEJ435 1'X4' OR ('X2' PT. NAILER W/2-1/4" tAPCONS OR DRIVE I/2" " OR TALL 8' CMUIN (MIN SHANK SIZE.1415 8" CMU 11X4" OR 11X2" P.T. NAILER P�3 MANUFAGIUIRE 8 DEtAdLB. PM (MIN SHANK SIZE.145 11X4" OR I"XZ" P.T.PNAILER MIN HEAD SIZE 300 i/16' 03.8. X (4' MIN.) MIN HEAD SIZE 300 'IA6'O.6J5 X (4' MINI MIN EMBEDMENT 11/41) MM HEAD SIZE 300 WITHIN 8 OF EACH END 4 °O� CASING" MIN EMBSOMENT 11/41) DOOR JAMB TO BLOCK +3/4 OR +5/4 WITHIN a E° "AGHT IEEr�iDc DOOR '"�" 10' OZ. MAX. SPACING. WITHIN 8" OF EACH END 4 WINDOW TO BLOCK +3 4 0R +5 4 18' O+C. MAX. SPACING. NOT#=. � �� 49' O.C. MAX. SPACING. DOOR JAMB DOOR cAalrlG DOOR JAMB As OR WINDOW tom PLUUMS J� ATTACH To 2 x OR WINDOW AS NEEDED ATTACH t0 2 X DO NOT EXECEP 1/4'. PER MANUFACTURE'S DETAILS. ATTACH t0 2 X t0 PLUMB JAMS PER MANUFACTURE'S DETAILS. DOOR JAMB TO BLOCK +3" PER MANUFACTURE'S DETAILS. 00 NOT EXECEP 1/46. DOOR JAMB TO BLOCK +1-15/18 E WINDOW TO BLOCK +3" DOOR JAMB TO BLOCK +3-7/16" 2 X 4% CM WINDOW TO BLOCK +1-15/16" s�a1-E° 1"'1'-®" ('`! WINDOW TO BLOCK +3--7 16" SECURE TO BLOCK C SCALE: i' ■ I' -®' `r' SCALE % W/3/I6' TAP0" OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 2 X 4% ® 2 X 4% CEM % STRUCTURAL 2X MUST BE ON OUTSIDE 4 2-2 X 4s oNOTEo MIN EMBEDMENT I I/4) SECURE TO BLOCK SECURE t0 BLOCK SECURE t0 BLOCK WITHIN W OF EACH END 4 W/3/16' TAPCONS OR DRIVE SECURED THROUGH NON-STRUCTURAL W/3/I6" TAPCONS OR DRIVE W/14' TAPCONS OR DRIVE STRUCTURAL 2X MUST' BE ON OUTSIDE 4 IS' OCG. MAX. SPACING. PIN (MIN SWANK SIZI=.1435 HEM CER (I"X OR '1/161 O.S$.) WITH PIN (MIN SHANK SIZE.143 PIN (MIN SHANK SIZE.149 SECURED TWROUC%44 NON-STRUCTURAL MIN HEAD SIZE 300 3/161 TAPCON MIN. 1-1/4" EMBEDMENT MIN HEAD SIZE 300 MIN HEAD SIZE 3300 MEMBER (I'X OR 1/16'0.8.15.) WITH INTO ISLOGK MIN EMBEDMENT 1 1/4'1 1/4" TAPCON MIN 1-1/4' EMBEDMENT 2 X 6% ® MIN EMl�EDMENt 1 I/4") MIN Em NT I I/4') SECURE t0 BLOCK WITHIN W OF EACH END 4 WITHIN 8" OF EACH END 4 WITHIN 8' OF EACH ENP +t INTO BLOCK W/2-3/16' TAP'CONS OR DRIVE 18'MAXO.C. MASPACING. 18' OZ. MAX. SPAGIW.& 18" OAC. MAX. SPACING. PIN (MIN SHANK SIZL140 2 X 6% ® 2 X 6% ® 2-2 X biCEC MIN HEAD SIZE .900 SECURE t0 SLOCK SECURE TO BLOCK SECURE t0 BLOCK MIN EMBEDMENT 1 1/49 W/2-3/16 TAPCANS OR DRIVE W/2-3/161 TAPCONS OR DRIVE 02-1/4' TAF00" OR DRIVE WITHIN 8" OF EACH END 4 PM (MIN SWANK SIZEJ45 PIN (MIN SWANK SIZE.1415 NOTES PIN (MIN SHANK SIZE.1435 18' O.G. MAX. SPACING. MIN HEAD SIZE 300 MIN HEAD SIZE .300 SHIM AS NEEDED MIN EMBEDMENT 11/4') TO PLUMB JAMB MM EMBEpMENt 1 I/4") MIN EMDEDMENT 1 1/4') MM HEAD SI 300 t� WItNtN 8" OF EACH END 4 WITHIN 01 OF EACH END % DO NOT EXEGED 1/4". WITHIN' 2X8% 118' OjC, MAXMARX SPACINGS O.G. MAX. SPACING. SECUREt0 BLOCK 1/21 1/2' DRYWALL IS OCG. MAX. SPACING. 2 X 8: W/2 -3/16I TAPCONS OR DRIVE 8 CMU 1'X4' OR I'XZ' P.T. NAILER ® SECURE® OCK 2-2 X& PIN (MIN SHANK SIZE.146 2 X 8% W/2-3/16' TAPCONS OR DRIVE 1/2" DR'r WALL SECURE TO BLOCK MIN HEAD SIZE 300 DOOR CASING SECURE to BLOCK " 1/2' DRYWALL '"— WI2-3/16' TAPCONS OR DRIVE DRYWALL PIN (MIN SHANK SIZEJ435 8 CMU 1'X4' OR 1'X2' P.T. NAILER W/2 -I/4' TAPCONS OR DRIVES% GMU 11X4" OR 11X2" P.T. NAILER MIN EMBEDMENT I I/4") PIN (MIN SWANK SIZE.1413 e' CMU—�- 'X4' OR 1'X2' P.T. NAILER MIN HEAD SIZE 300 % % WITHIN 8" OF EACH END 4 DOOR JAMB ;qg NEEDED MIN HEAD SIZE 300"P.T. , PIN (MIN SWSIZE ANK SIZE.14� 18' OCG. MAX. SPACW.L OR WINDOWSHIM �M WITHINOF EACH 1149 4 MIN MIN HEADDMENT3�) Pt. X (4 MIND TO PLUMB JAMB MIN EMBEDMENT 1 1/4 I X l4 MINJ "END DOOR CASING ATTACH TO 2 X DO NOT EXECEP 1/4'. WITHIN 8' OF EACH END 4 DOOR CASING 18" O.C. MAX, SPACING WITHIN 8' OF EACH END 4 PER MANUFACTURE'S ORTAIL& 18' O.C. MAX. SPACING& DOOR JAMB 18" O.C. MAX. SPACING. DOOR CASING DOOR JAMB NOTE: 2ND 2x SECURE t0 611111 IGTUAL MEMBER OR WINDOW DOOR JAMS Nom' OR WINDOW SHIM U MB JAMB NEEDED W/ (2) 12d WITHIN 8' OF EACH END ATTACH t0 2 X ATTACH t0 2 X SHIM AS NEEDED TO PLUMB ATTACH t0 2 X DO NOT EXECEP 1/4'. 6" TO 8' O.C. MAX PER MANUFACTURE'S DETAILS. PER MANUFACTURE'S DETAILS. t0 PLUMB JAMB 11 DOOR JAMB TO BLOCK +1-1/2 PER MANUFACTURES DETAIL& DO Not ExECED 1/4'. DOOR JAMB TO BLOCK +3" '1 WINDOW TO BLOCK +1-1 2„ DOOR JAMB TO BLOCK +2 1/4 DOOR JAMB TO BLOCK +3 3/4 77DOW TO BLOCK +3 » D WINDOW TO BLOCK +2 1/4 0____)RNscALE= 1'.r-®% H WINDOW TO BLOCK +3 3 4 SCALE= I'm I'-0” �. c irnn AT M., oe AM An A R C HI T E C T S 4Design Grouq-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abd esigngrou p.com AA #: 0003325 r � �'I"II"II \000000000 E 8N m E 0 s c S'C BDI''V''. do LOT KENSINGTON RESERVE (LOT 22) MODEL: SANTA ROSA (VERSION#01) PRO J=T#: 0299'7.000 PAGE: 1 -STORY WALL SECTIONS & NOTES AHCI" rrr=CT: STATE OF FLORDA OC,Y 2 6 2017 NO 12079 DA : 10/25/17 9C :1/4"=1'-0" t FIBERGLASS SHINGLES OVER F18ERGLASS SHINGLES OVER P15ERGLASS SHINGLES OVER 2x4 BLOCKING BETWEEN 030 FELT PAPER (OR 030 FELT PAPER COR 2x4 BLOCKING BETWEEN 030 FELT PAPER (OR TRUSSES AT FIRST TWO BAYS APPROVED EQUAL), INSTALLED APPROVED EQUAL), INSTALLED TRUSSES AT FIRST TWO BAYS APPROVED EQUAL), INSTALLED 4'-0' O.C. CAT SHEATHING PER SECTION R`505.2.1 FBCR, PER SECTION 8905.2.1 FBCR, 4'-O' O.C. CAT SHEATHING BEAMS) PER SECTION R905.2.1 FBCR, SEAMS) 5tH EDITION (2014), ON 0.5.8. R-38 INSUL. MIN. 5TH EDITION (2014), ON 5tH EDITION (2014), ON all PRE -ENG GABLE TRUSS SHEATHING OR i" CDX O.S.B. SHEATHING OR i" GiaX PRE -ENG GABLE TRUSS O.S.B. SI-IEATI-IINC� OR � CDk PLYWOOD SECURED PER PLYWOOD SECURED PER PLYWOOD SECURED PER CONT. 2x4 RAT RUN SECURED NAILING SCHEDULE " GYPSUM BOARD OR NAILING SCHEDULE CONT. 2x4 RAT RUN SECURED NAILING SCHEDULE W1 (2) 126 Is 0 EACH TRUSS PRE -ENG TRUSS --�� W/ (2)'126's 0 EACH TRUSS HIGH STRENGTH CLG. MTL. DRIP EDGE MTL. DRIP EDGE ~•--.— R-38 INSUL. MIN. MTL. DRIP EDGE BOARD 2x6 SUB -BAND TRUSS t© WALL CONNECTOR 2x6 SUB -BAND 1' GYPSUM BOARD OR �' 2 x6 SUB - BAND ALUM. SOFFIT HIGH STRENGTH I CLC. BOARD CIF STRAP IS MOUNTED TO THE ALUM. SOFFIT INSIDE FAGS OF STUD WALL, A USP STIFF�3ACK AT ALL VENTED ALUM. SOFFIT 6PT24 (SIMPSON SP2) MUST BE STIFFBACK AT ALL UPRIGHTS OVER 41-1011 2x4 NAILER INSTALLED EA. SPUD TO THE INSIDE UPRIGHTS OVER 4 -100R-38 INSUL. MIN. HIGH CAS PER TRUSS ENG) DOUBLE TOP PLATE FACE ALONG THEENTIRE HIGH CAS PER TRUSS ENG) 2x4 24' O.C. INTERIOR E RE NGtH LE OF SECURE 2x4 PLATE TO WALL KNEE WALL W/ RR13 INSUL. MIN. WINDOW HEADER SIZE EXTERIOR WALL. IN THE CASE THAT A SECURE 2x4 PLATE TO' GYPSUM BOARD OR i' W/ 3'x6' THRU-BOLTS 32' O.C. VARIES PER WINDOW TRUSS AND STUD LINE UP, THE USE OF WALL WI 3"x6" THRU-BOLTS I -+ICON STRENGTH CLCD. $ DOUBLE TOP PLATE A SINGLE USP RT16A (SIMPSON HIDA) MAX THEN SECURE GABLE t0 OPENING SEE HEADER SPAN +� 3a" O.C. MAX THEN BOARD 2x4 PLATE W/ 12d's 8" O.C. MAX 2x& OR 2x8 STUDS 0 16' O.C. CHART FOR DETAILS HURRICANE TIE 15 TO BE USED.) SECURE GABLE TO 2x4 OR MAX W/ R-13 INSUL. MIN. " TEXTURE GEMENTITIOUS WINDOW ATTACHMENT AS PLATE W/ 12d's S' O.C. MAX DOUBLE TOP PLATE SECURE GABLE TO DBL TOP WINDOW HEADER SIZE COATING PER (ASTM C926) PER MANUFACTURES OR PLATE W/ SIMPSON HGA10 a 24' VARIES PER WINDOW SPECIFICATIONS SECURE GABLE TO DBL WINDOW ATTACHMENT A5 O.C. MAX OPENING SEE HEADER SPAN OVER PAPER BACK EXP. WINDOW SILL TOP PLATE W/ SIMPSON PER MANUFACTURER METL. LATH OVER 2x STUDS PER GENERAL NOTES HGA10 a4" O.C. Max SPECIFICATIONS 2x6 OR 2x8 GABLE WALL CHART FOR DETAILS APPROVED PLASTIC HOUSE SHEET (GN) SECTION TIMBER, WINDOW SILL WRAP, OVER 1/16" O.S.B. NOTE 20, W/ R-13 INSUL. MIN. WINDOOW HEADER SIZE SHEATHING OR °CDk " T G SUBFLOOR GLUED 'PARIES PER WINDOW 2x STUDS PER GENERAL NOTES MTL. DRIP EDGE FIBERGLASS SHINGLES OVER 030 PLYWOOD OPENING SEE HEADER SPAN FELT PAPER (OR APPROVED AND NAILED AS PER SHEET CCN), SECTION TIMBER, '� Nom_ SHEATHING MUST NAILING SCHEDULE CHART FOR DETAILS NOTE 20, W/ R-13 INSUL. MIN. 2x6 SUB -BAND EQUAL), INSTALLED PER SECTION 8905.2.1 FBCR, 5TH EDITION (2014), NOT BREAK WITHIN 1'-4" J" TEXTURE CEMENTITIOUS – ALUM. SOFFIT ON J" O.S.B. SHEATHING OR" GDX MIN. FROM 2ND FLR LINE COATING PER (ASTM 0926) „,,....--' T G SUBFLOOR GLUED PLYWOOD SECURED PER NAILING OVER PAPER BACK EXP. AND NAILED AS PER SCHEDULE 2x4 CONT. W/ (4) 16d PRE -ENG FLOOR TRUSS METL. LATH OVER NAILING SCHEDULE PRE -ENG NAILS a TOP OF FLR ( INSTALL PER MFG. SPECS.) APPROVED PLASTIC HOUSE GABLE TRUSS TRUSS (TOP 2X4 WRAP, OVER 1/16" O.S.B. STIFFBACK AT ALL 2x4 BLOCKING BETWEEN TRUSSES SUPPORTS BT. PLATE OF a:" GYPSUM BOARD OR i" SHEATHING OR CDX AT 2ND FLR) UPRIGHTS OVER 41- 10 FIRST,4TI�-IINC� SEAMS) 0 O.G. HIGH STRENGTH GLG. BOARD PLYWOOD HIGH (AS PER TRUSS ENCS) ATSHEATHING CON(. FILLED LINTEL BLK W/ NOTE: SHEATHING MUST NOT BREAK WITHIN 1'-4" PRE -ENG FLOOR TRUSS 2x6 CONT. W/ (6) 16d (1) +'S REBAR CONTINUOUS (INSTALL PER MFG. SPECS.) 2x4 NAILER CONT. 2x4 RAT RUN SECURED NAILS a BT. OF FLOOR MIN. FROM 2ND FLR LINE W/ (2) 12d's 6 EACH TRUSS TRUSS (BT. 2X6 15 FOR R-4.1 INSUL." GYPSUM BOARD OR WALL SHEATHING PRECAST LINTEL 2x4 CONT. W/ (4) 16d HIGH STRENGTH CLG. SECURE GABLE TO DBL R-38 INSUL. MIN. NAILER) NAILS TOP OF FLR a 4 BOARD TOP PLATE W/ SIMPSON WINDOW ATTACI-IMENT AS TRUSS (TOP 2k4 SUPPORTS BT. PLATE OFHGA10 0 24" O.G. MAX ' GYPSUM BOARD OR J' HIGH PER MANUFACTURES 2ND FLR) GONG, FILLED LINTEL BLK W/ STRENGTH CLG. 50ARD SPECIFICATIONS (1) 05 REBAR CONTINUOUS DOUBLE TOP PLATE PLASTIC OR METAL —PRECAST SILL 2x6 CONT. W/ (6) 16d WEEP SCREEN FLASHING (1) 05 REBAR VERTICALLY NAILS a BT. OF FLOOR PRECAST LINTEL WINDOW HEADER SIZE 2x4 a 24" O.G. 0 INTERIOR MEMBRANE STRIP COVERINGW/ CONC. POUR CELL TRUSS (BT. 2X6 IS FOR — WINDOW ATTACHMENT AS VARIES PER WINDOW KNEE WALL W/ R13 INSUL. MIN. WOOD FRAME/MASONRY .--1x2 P.T. FURRING STRIPS WALL SHEATHING PER MANUFACTURER OPENING SEE HEADER SPAN WINDOW ATTACHMENT AS 16 O.G. NAILER) SPECIFICATIONS CHART FOR DETAILS INTERSECTION UNDER PER MANUFACTURER EXPANSION JOINT PROTEGTO 8" GMU PLASTIC OR METAL PRECAST SILL --.�` SPECIFICATIONS WRAP 5T-20XL 9' WIDE TO 1/2" GYP. WL. BD. WEEP SCREEN FLASHING '" TEXTURE CEMENTITIOUS EXTEND 2" BELOW THE CMU 5 Cid '"5 REBAR VERTICALLY COATING PER (ASTM G926) WINDOW SILL WOOD 5ASE MEMBRANE STRIP COVERING W GONG. POUR CELL OVER PAPER BACK EXP. WOOD FRAME/MASONRY �,....--1x2 P.T. FURRING STRIPS METL. LATH OVER — 2x STUDS PER GENERAL NOTES EMBED. STRAP VERIFY a a INTERSECTION UNDER 16" O.G. APPROVED PLASTIC HOUSE SHEET (GN), SECTION TIMBER, W/ TRUSS PLAN EXPANSION JOINT PROTECTO 8 CMU WRAP, OVER 1/16 O.S.B. NOTE 20, W/ R-13 INSUL. MIN. WRAP 5T-20XL 9" WIDE TOSHEATHING OR J" COX 1/2' TEXTURE CEMENTITIOUS EXTEND 2' BELOW THE CMU 1/2' GYP. WL. BD. PLYWOOD' T 4 G SUBFLOOR GLUED COATING MINIMUM (PER • 4 • a WOOD BASE AND NAILED AS PER ASTM G926) OVER CMU ° d EMBED. STRAP VERIFY NOTE: SHEATHING MUST NAILING SCHEDULE W/ TRUSS PLAN ° NOT BREAK WITHIN 1'-4" 2 -STORY 2 - 'STORY GABLE MIN. FROM SND FLR LINE PRE MRr-GT.SPcS.) FIRST FLOOR BLOCK 1/2' TEXTURE CEMENTITIOUS a -0 ° 2x4 CONT. W/ (4) 16d (INSTALL COATING MINIMUM (PER FIRST FLOOR BLOC K SECOND FLOOR FRAME ASTM G9a6) OVER CMU a NAILS TOP of FLR '°" GYPSUM BOARD OR° 1 SCALE: 3/4" =1' -0" SECOND FLOOR FRAME TRUSS (TOP 2X4 HIGH STRENGTH CLG. ° ° 1 SCALE: 3/4'm I'-0" SUPPORTS BT. PLATE OF BOARD 2x STUDS GENERAL NOTES 2ND FLR) GONG. FILLED LINTEL BLK W/ 0 PER E ERAL E " TEXTURE CEMENTITIOUS 2x STUDS PER GENERAL NOTES SHEET (GN), SECTION 2x6 CONT. W/ (6) 16d (1) 05 RE ''AR CONTINUOUS SHEET (GN), SECTION TIMBER, COATING PER (ASTM C926) TIMBER, NOTE 20, W/ R-13 INSUL. MIN. NAILS a BT. OF FLOOR NOTE 20, W/ R-13 INSUL. MIN. OVER PAPER BACK EXP. " T 4 G SUBFLOOR. GLUED AND NAILED AS PER NAILING TRUSS (BT. 2X(a 15 FOR PRECAST LINTEL ' T 4 G SUBFLOOR GLUED AND NAILED METL. LATH OVER APPROVED SCHEDULE WALL SHEATHING ._------ WINDOW ATTACHMENT AS AS PER NAILING SCHEDULE PLASTIC HOUSE WRAP, OVER NAILER) PER MANUFACTURER 2x4 BLOCKING EA. BRACE. TOENAIL 1/16" O.S.B. SHEATHING OR 2x4 CONT. W/ (4) 16d NAILS G TOP OF SPECIFICATIONS / ( ) d NAILS A. ENDPLATE PLYWOOD FLR TRUSS ITOP ax4 SUPPORTS BT. PLASTIC OR METAL INTO TRUSS W 4 16 L E E DPLATE OF 2ND FLR) WEEP SCREEN FLASHING PRECAST' SILL Sd RING SHANK NAILS +� 4" O.G. MAX 2x6 CONT. W/ C6) 16d (1) 05 REBAR VERTICALLY 16d NAILS S O.G. MAX MEMBRANE STRIP COVERING W/ CONC, POUR CELL INTO BLOCKING NAILS 0 BT. OF FLOOR WOOD FRAME/MASONRY TRUSS (BT. 2x(v IS FOR NOTE: INTERSECTION UNDER ---1x2 P.T. FURRING 2x4 BRACE a 48" O.G. w/ (5) 12d WALL SHEATHING NAILS IV EA. END STRUCTURAL SHEATHING MUST EXPANSION JOINT PROTECTO STRIPS a 16" O.C. NAILER) NOT BREAK WITHIN 1'-4" MIN. WRAP 5T-20XL 9" WIDE TO 8" CMU PRE -ENG FLOOR TRUSS PLASTIC OR METAL WEEP FROM 2ND. FLR. LINE EXTEND 2' BELOW THE CMU o SCREED FLASHING SEE PRE -ENG FLOOR TRUSS I/2" GYP. WL. BD. is HIGH STRENGTH CLG. BOARD DETAIL 4/04WOOD BASE N i" HIGH STRENGTH CLG. EMBED. STRAP VERIFY SIMPSON HETA-16 32 O.C. MAX. 1/2 TEXTURE CEMENTITIOUS 4 a 130ARD W/ TRUSS PLAN (VERIFY W/ TRUSS PLAN) COATING MINIMUM (PER ° q ASTM G926) OVER CMU I/a" TEXTURE CEMENTITIOUS � � � � 2—STORY GABLE W VAULT CONC. FILLED LINTEL BLK W/ COATING MINIMUM OPER PARALLEL PERPENDICULAR (1) O 7 REBAR CONTINUOUS ASTM C926) OVER CMU FIRST FLOOR BLOCK `� PER -EN FLOOR TRUSS EMBED. STRAP VERIFY W/ °* 4 SECOND FLOOR FRAME '�`�' SCALE: 3/4" -1' -O' TRUSS PLAN 1 B SCALE: 3/4'm V -0" EXP, C UPDATED: 06/30/15 ARCHITECT S Des Grourp wrvuvvvvu, rL sc r QV PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & IAT: KENSINGTON RESERVE (LOT 22) MODEL: SANTA ROSA (VERSION#01) P�toa�cT�: 02997.000 PAGE: SECTIONS/ DETAILS MC HrMCT STATE OF FLORIDA OCT 2 6 20 JAMES LL AR 079 DAT0/25/17 s9C :1'_4"=1'-0" SHEET D20FD5 BIIIIIIIIII .vovovvvvv. SUBDIV. & IAT: KENSINGTON RESERVE (LOT 22) MODEL: SANTA ROSA (VERSION#01) P�toa�cT�: 02997.000 PAGE: SECTIONS/ DETAILS MC HrMCT STATE OF FLORIDA OCT 2 6 20 JAMES LL AR 079 DAT0/25/17 s9C :1'_4"=1'-0" SHEET D20FD5 i I I i III '�I ILII �I li 'd ES 030 WINDOW IN OPEN TO BELOW WALL T PAPER OR APPROVED C3) MSTAM-36 • EA INTERIOR 8109 OF 2x8 WALL EQUAL), INSTALLED PER SECTION 2x4 BLOCKING BETWEEN RW5.21 FOCR,1PtH WO EDITION (2014), TRUSSES At FIRST TBAYS CMU WALL SLOW SUPPORTING 2x8 WALL PIe-ENC& TRUSS PRE -ENCS TRUSS DOUBLE TOP PLATE t0 ON a' O.S.S. SHEATHING OR 4' GDX W -0" O.G. (AT SHEATHING '�-..� PLYWOOD SECURED PER NAILING SEAMS) �``'�--TOP PLATE STUD SP4 0 32" OCG. MAX SCHEDULE WINDOW MAX OPENINGS 2x CONTINOUS STRESS PRE -Enka GABLE TRUSS 2x WD. STUDS OR MtL. STUD$ INTERIOR SIDE OF WALL w 24' OZ (NOT LOAD BLOCKING MID WALL MTI. DRIP EDGE (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3) 12d's • EACH 9EARINCu) 2x STUDS • 16' OC. MAX 2x6 SUIS -SAND TRUSS (DIAGONAL �F�RIOR SIDE OF HAIL _ t 1 G aumFLOOR CSLUED �' t 4 G SU!" LOOR GLUED ,SLUM. SOFFIT X -BRACING TO COVER AND NAILED AS PER AND NAILED AS PER $-TRUSSES FIBERGLASS SHINGLES OVER L), FELT - S NAILING SCHEDULE NAILING SCHEDULE STIFFBACK At ALL SECURE 2x4 TO 2xl2 BEAM W/ PAPER TOR APPROVED EQUAL), (3) MStAM-36 • EA IST FLOOR STUDS TO UPRIGHTS OVER 4'-10" SEC R O.G. MAX INSTALLED PER SECTION R°.l�.2: i F9CR, EXTERIOR SIDE of 2x8 WALL 5TH EDITION (2014), ON ( s O.S.B. SHEATHING 2ND FLOOR STUDS � HIGH HT PER TRUSS ENG) OR is GDX PLYWOOD SECURED PER SIMPSON MSTA-36 • 32 CONT. 2x4 RAT RUN SECURED PLAN VIEW O.C. MAX TEXTURE CEMENTITIOUS W/ (2) 12d's • EACH TRUSS NAILING SCHEDULE R-38 INSUL. MIN. SCALE= 3/4"■I'-0' DOUBLE TOP PLATE COATING PER (ASTM G926) MAX t0 STUD SP4 • 32' OVER PAPER BACK EXP• Is GYPSUM DRY WALL OR is C3) I®d NAILS w 12' f3) MSTAM-36 • EA. OjC. O.C. MAX PRE -ENCS FLOOR TRUSS PRE -5 FLOOR TRUSS I LATH OVER APPROVED HIGH STRENGTH CIG. BOARD PLASTIC HOUSE WRAP, OVER INTERIOR BIDE OF 1/16 O.B. SHEATHING OR is 2xb WALL MSTAM-36 RE 2x CONTINOUS STRESS 1/16" 0,8.9. SHEATHING OR " COX PLYWOOD PRE -ENCS TRUSS DOUBLE TOP PLATE DOUBLE TOP PLATE =x PLYWOOD MTI. DRIP EDGEI"TSTAM-36 BLOCKING MID WALL 2x4 NAILER 2x CONTINOUS STRESS 2x CONTINOUS STRESS SECURE GABLE TO 2x4 2x4 OR 2x6 SU5-5AND 2x STUDS • 16' O.C. MAX $LOCKING MID WALL 5LOCKNG MID WALL PLATE W/ 12d's 8' OZ. MAX (2) 2x12 W/ is O.B. BETWEEN PER ELEVATIONS 2x STUDS • 16' O.G. MAX 2x STUDS • 16' O.C. MAX SECURE GABLE TO 2x4 2x12'$, NAIL 2x12 t0 TOGETHER I/2' GYP. WL. BD. � � � � Wl (3) 12d'e 6" TO 8" OAC. WINDOW AT 1/2 GYP? WL. W. 1/2 GYP. WL. 15P. PLATE W/ 12d 6 ® OjC. MAX SECURE 15t. PLATE to SLAB SECURE 15T. PLATE TO SLAB POST OR 51-OCK COLUMN GABLE TRUSS VENTED ALUM. SOFFIT $ CORNER CONDITION Wv kxw ANCHOR BOLT W/ 2' SECUREL(®tl0d CUT T° W1 }'x9' ANCHOR SOLI W/ 2' WYE=' AT PORCHES $GALE:3/4 -I -0 WASHER SET IN SIMPSON NAILS w 32" OjC. MAX WASHER PET IN SIMPSON 1,000" UPLIFT CONNECTOR HIGH STRSNGTW EPDXY 6' HIGH S'T'RENGTH EPDXY 6' IP GYP&JM 150ARP ORZx8 SYP MZ DBL TOP PLATE STRENGTH CIG. 15GARD s HICsH©'�' EMBED. MIN. • 32" OC MAX. . p EMBED. MIN. w 32' Or, MAX. /y�� CONSTRUCTION ° as a. ° WOOD CONSTRUCTION SIMPSON GP2 w EA. 2X8 STUB FOR WINDOWS STUD TO BOT. PLATE ` • STUD TO RIOT. PLATE VINYL CASING BEAD ATHER RESISTIVE BARRIER M 4'-0" MAX USE (2) SIMPSON $P4 • 32' SIMPSON SP4 • 32' 1/2" EXTERIOR GRADE CLC. DRYWALL ATHER RESISTIVE BARRIER M2 MSTAM-24 • EA. D.C. MAX 04. MAX W/1•EXTURED i PAINTED FINISH �" THICK, 3 COAT CEMENT PLAS'T'ER WALL SHEATHING SIDE OF WINDOW" THICK„ 3 COAT GEMENT PLASTER TAI- LATH D SHEATHING DRY WALL HEADER/15EAM VINYL CASING BEAD 2x8 GYP 002 1— TORY L. B. W. 2—STORY L.B.W. VINYL CORNER MEAD " POSITIVE DRAIN WEEP SCREED WOOD STUDS " DIA ANCHOR BOLT AT 12' O.C. W UPLIFT @V—ISLI--A UPLIFT 2—STORY L.B.W. W UPLIFT At 12' OjC. MAX MAX WITH 1' EMBEDMENT AND 2ZEE, Ar3/4'- LANAI NO GAP IN FIELD 2' DIA. WASHER SCALE= 1/2'-I'-0' LE= 1/2'-1'-0' GICALE: 1/2'-I'-®' I' _0" (SI-I011N FOR CLARIFICATION OF SEPARA'T'E ACCESSORIES ONLY) 2x8 PT. SYP 42 SIMPSON SPI • EA. 2X8 STUD PRE -ENG GABLE TRUSS CA O SOLE PLATE SYP 02 STIFFBAGK AT ALL N A I L I N H E UL - (U COURSE TIE -BEAM POURED SOLID WITH r CONCRETE. (1) WO RESAR HORIZONTALLY UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) ROOF DIAPHRAGM NOTE: TYP. EXT. SHEATHING ATTACHMENT PRECAST LINTEL 2x4 SPF BLOCKING BETWEEN TRUSSES At USE 1NAILS AT 4' � At SHE FO(0.6.15.4 UPLIFT (O.S.. t0 5E STRUCTURAL FIRST TWO BAYS 4'-0' OjC. (At SHEATHING SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS At 6' OZ. A GRADE) CONNECTORS FROM STUD TO PLATE ARE I�WINDOW ATTACHMENT AS PER SEAMS) INTERMEDIATE SUPPORTS. SEE DETAIL. NOT REQUIRED EXCEPT • OPENINGS MANUFACTURES SPECIFICATIONS ROOF SHEATHING 70 GABLE END FRAME x3 REBAR • 16' O.C. USE #a GUN NAILS • 4' O.C. "8 R�NGTop 411 orrN �Ltx,>=8 ' �'G MAX, IN CONCRETE PRIECASt SILL EXTERIOR SHEATHING POURED CELL, USE 1/16' O.S.B. OR 1/2' PLY WITH 48 RING SHANK GUN NAILS AT 6' OCG. AT �= VERIFY PER PLAN. IX2 P.T. FURRING STRIPS • 16" oic. 08 RING SHANK _ PANEL SIDES AND '"8 RING SHANK GUN NAILS 4' O.C. TOP � BOTTOMF 0 IDANEL G /2"TEXTUUS N11i " P AND TE SUPPORTS. SEE ETAIL.NAILS AT 6" OG. AT 1/2' tT=XtURE NOTE= RING 8H,4NK GUN NAILS SHALL 5E PERMrttED AS AN :_- COATING R-4.1 INSUL. MIN. C p MINIMUM(PER AS 8 GMU ACCEPTABLE FASTENER FROM ANY MANUFACTURER. w 1 6' RING ISNGUN N NAILS G926) OVER cmEID 1/2' GYP. WL. 50. CONT. 2x4 SPF RAT RJN (l) 05 CONTINUOUS RESAR SECURED W/ (2)12d's •EACHTRIM Q (2) 2x4 *2 S.Y.P. DIAGONAL 15RACE W/ (4) NAIL REQUIREMENTS TOP CORD BLOCKING At 4— WOOD BASE I ;"ll Pt 1� z w gg se u 2'-0' (MIN. IN SLAB) X-SRACING TO COVER 5 -TRUSSES R-38 INSUL. MIN L1=NGitN p113 $I�¢+ ILe S SPACES At EACH END. �► -..� ,..., .�„ ��Q I u� Q u -i TYP. EXT. SHEATHING ATTACI-MNt FOR ROOF ROUNDMODPIED OR t 111 Mow- i =n< <.ra i ra►a le u- SHEATHING (0.8.15. TO 5E STRUCTURAL GRADE) GYPSUM 15OARD OR " HIGH STRENGTH GIG. NOtE: x #5 ROOF SHEATHIN REBAR48 50ARP STAPLE. ROOF- • p Q 1. 0-113 INC 4 NOMINAL SWANK DIAMI_TE LONG W/6" HOOK R #� • 24' O.C„ MIN. N N'r RING DIAMETER OF 01U12 OVER SHANK D14ME1'1=i4 `fl h s` a 04.q 24' IN SLAB DIAGONAL BRACE • CENTER OF TRUSS SPAN OR HIGHEST RIDGE. 3. 16 t0 20 RINGS PER INCH n a 1p DIAGONAL BRACE TO SE • ANY SPAN 1$'-0" OR GRATER REFER t0 4,02M INCH TALL ROUND HEAD DIAMETER `I O z 6 6, 6, 6, 4' GONG., REINFORCED W/ P15EMIEGH At A RATE OF TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 2 a j I RING SHANK GUN NAILS .15 Ube. PER C4151C YARD ON 6 -MIL POLY ETHYLENE. La 2'-m' VAPOR BARRIER ON WELL -COMPACTED GLEAN FILL 0'-0' t0 30'-V (1) X -BRACE o • 12' O.C. IN FIELD (3) 43 RESAR ON (BORA-CARE) 30'-1" t0 60'-0" (3) X -BRACE (1) X -BRACE • CENTER AND (2) CHAIRS BRACE DIVIDED EQUALY FROM CENTER TO END BUILPrNC+e LENCsTH 2—STORY OPEN TO fROO= 5�4EAT —LING LAYOUT ABOVE WALL SECTION ^ GABLE X—BRACING SNLN1aU,1,4LL 5:,4GINC TYP. EXT. SHEATHING ATTACHMENT FOR " 1 $GALE: 3/4"■I'-0" `� SCALE= 1/2'-I'-0' �o GAAM INC WALL SHEATHING (085 t0 BE TYP. MEMBERS DECKING GLUED t0 �� STRUCTURAL GRADE) PRE -ENG TRUSSES W/ TRUSS CONNECTOR Crt PRE-ENCS TRUSSES W/ TRUSS FRA1"'TINVERIFY W/ AN CONNECTOR VERIFY W/ TRUSS SP8 • EA. SCUD TOP a Ili$ UPLIFT SIMPSOh'T HTSM20 PRE -ENG TRUSSES OR PLAN DOUSLE TOP PLATE Bottom W/10 10d TO TRUSS AND (4)1/4, x Z I/4' TAPGONS TO CONT PRE -ENG TRUSS CONY. FRAMED DOUBLE TOP PLATE SECURE EACH JACK/ FULL r PRE -ENG TRIS�ES W/TRJSS POURED LINTEL RAFTERS LENGTH STUDS t0 TOP PLATE HEADER CONNECTOR UP TO 01000 SECURE EACH JACK/ FULL W/ SIMPSON SP4 OR HI5 UPIIFt + 2350 UPLIFT' f2) SIMPSOM LENGTH STUDS TO TOP PLATE CRIPPLE STUDS • 16" O:C. DOUBLE TOP PLATE WTOM20 ONE EA. SIDE OF ~--- W/ SIMPSON SP4 OR HS TRUSS OPPOSITE SIDE OF CRIPPLE STUDS • 16'OZ. HEADER SIZE PER SIMPSON LSTA-12 • EA. JACK SIMPSON MSTA-24 • EA. JACK BLOCK W/10 10d t0 TRUSS CONTINUOUS BOND SEAM SPAN CHART. STUD, BOTH SIDES OF 2X8 STUDS • 12' OAC. MAX W/ AND (4) 1/4' x 2 1/4" TAPCONS AN CHART FOR DETAI MAX OPI=NING. SHEATHING. SHEATHING TO BE t0 CONT POURED LINTEL 'LAND SPECIFICATION) SIMPSON LSTA-12 • 2x STUDS PER GENERAL _ r7ax. WITHIN i' OF WINDOW/ DOOR NOTES SHEET CCN), SECTION OpI:NINC" day OPENING AND SECURE PER MIIN 2 COVER EA. JACK SCUD, 50tH TIMBER NOTE 20, W/ SHEATHING. FASTENER SCHEDULE ' APART SIDES OF OPENING DOOR/ WINDOW SHEATHING t0 BE WITHIN is OF (2) STUDS, (2) JACKS • EA. ax 8=6 PER GENERAL OPENING WINDOW/ DOOR OPENING: AND SIDE OF OPENING NOTES SHEET (ON), SECTION SECURE PER NAILING SCHEDULE JACK STUD ASSEMBLY TO BE TRUSS ANCHOR RETROFIT DOOR/ TIMBER NOTE: 20, W/ SHEATHING*. KING STUDS (SEE HEADER S WINDOW SHEATHING TO 9E WITHIN is OF SPAN CHART FOR DETAILS SECURED ONE PLY • A TIME. N.T.S. OPENING WINDOW/ DOOR OPENING AND AND SPECIFICATION) USE 12d NAILS, TWO WITHIN 6' IT I SECURE PER NAILING SCHEDULE F? EACH END 4 NO MORE O.$.9. SHEATHING OR 4" JACKS (SEE HEADER SPAN THAN 12" OCG. STAGGERED CDX PLYWOOD SECURED KING STUDS (SEE HEADER PER NAILING SCHEDULE SPAN CHART FOR DETAILS CHART FOR DETAILS AND AND SPEGIFI FOR D) SPECIFICATION) WIIND16, OOW SILL W/CRIPPLES wNoTm 2x4 5LOCKING UNDER JACK STUD ASSEMBLY t0 5E WALL STUDS SCURE JACKS (SEE HEADER SPAN " DIA ANCHOR BOLT L DO AR SPLICE TOP I°I.ATES WITHM b' -m OF ENDS C7F Wt70D STNWIGTURAL PANT'_L CHART FOR DETAILS AND SECURED ONE IDLY w A TIME. SITAR ulV4ll8` BETWEEN TRUSS SAY$ W/ _ f3) 12d's EACH END SPECIFICATION) USE 12d NAILS, TWO WITHIN 6" EMBEDMENT ANND 4 NO MORED 2" 2. T1410 DETAIL- ANI AT ALL EXTERIOR WALLS AND INTERIOR 84MARI&ALLS Zx DOUBLE TOP PLATE tTHWANN 12" O SSTTA <iI!FI DIA. WASHER • SECURE EACH JACK/ BILL SIMPSON MOTAM-24 EA. 4' IK STUDS • 16" O.Z. LENGTH STUDS TO SO'i"f OM SECURE EACH JACK/ FULL LENGTH SCUDS t0 BOTTOM JACK. SECURED W/(3) Y.�" X I SPLICE Oym DaO.E 2X TOP PLATE PLATE W/ SIMPSON SP4 OR H8 3/4' TAPCONS t0 CMU NAILS ftIUIEEN SPLICE LOCATION MTS -12 • EVER STUD PLATE W/ SIMPSON SP4 OR H5 W/MIN. 2" COYER 4 2" APART PER 004EPULE - STAGGEINEG. 2X4 5T. PLATE SECURE St. PLA'T'E t0 SLAM SHEATHING t0 LAP t0 TOP 2X8 P.T. BOTTOM PLATE W/ J'xv ANCHOR BOLT W/ 2" OF MASONRY WALL. WASHER SET N SIMPSON SHEATHING MUST NOT BREAK HIGH STRENGTH EPDXY 6" I'-4' MIN. FROM 2ND FIR LINE. EMBED. MN. w 32" OG MAX. DORMER TYP. EX'T'ERIOR WINDOW/ TYP. EXTERIOR WINDOW/ DOOR WINDOW OPENING ATTACHMENT @)Ro—�80M_-PANING WD FRAMED ry OPENING WD FRAMED ON 2ND FLOOR (��O 9 YPICAL TOP PLATE SPLICE 5 SCALEE:I/2"■I'-®' :1/2"■I"-0" r SGAIE:I/2'■1'-®' 2—STORY WALL " SCALE: I/2 ■ I 0 AXP. C UPDATED- 06130/1 ,,,ro• .. �..�... ._:,-,w-" _'.yam""' A R C H I T E C T S LUNUVVUUU, rL J.4 mV PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \000000000 8tMDIV. Be LOT: KENSINGTON RESERVE (LOT 22) MODEM: SANTA ROSA (VERSION#01) PROJECT#: 02997.000 SECTIONS/ DETAILS ARCHITECT STATE OF FLORIDA 1, f 26 20171 12o�s DAT : 10/25/17 SCAia: 1/4='=1'-0=" ARCHITECT S -) Despine.n Gran 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SPARK ARREST--..�-� NOTE: 2'-4 1/2" PER MANUFACTURER "�--... � DEPTH AND HEIGHT OF 1X2 P1'. TOP OF BOX SP4 OR H-5 TOP PLATE t0 STUDS SECURE 2x TO 15LOCK W/ , 2x LBW SEE FLOOR FOR SEAT PLAN DBL. TOP PLATE (2) j" TAPCON$ OR DRIVE PIN LOCATION AND SIZE 2X4 STUD -'' 2" -Qs" ABV. 1®"-lla' LEVEL TO ROOF OR 2'-0' ABV RICA -EST RIDGE WITHIN 10'-Ol RMCASr Ln��i. (MIN SHANK SIZE .145) (MIN EMBED. 14,) WATER RESISTANT b WITHIN 13" OF EACH END �'I'I'llll� BAGKERBOARD 1pENSHIELD) TEXTURE GEMENTItIOUB AND 113 O.G. MAX SPACING. \000000000 SECURE 2x t0 BLK W/ (3) COATING PER (ASTM CS26) ii"x9' ANCHOR BOLT W/ 2" OVER PAPER BACK EXP. METL. �' O.6Z. SHEATHING OR WASHER SET IN SIMPSON MAPELASTIC AQUA DEFI=NSE ATH PLASTIC L OVER PL HOUSE '1/16' l+a „ CDx PLYWOOD I-41CxH STRENGTH EPDXY TO WATER PROOF MEMBRANE BE WRAP, OVER Oha$ -(a H ' +6 EMBED. MIN. SOVEERLPP MAST SHEATHING OR }" GDX PLYWOOD _ OPENlNCs 1QCUP SHOWER PAN LI UP 70 S'-0' T � NOTE: (WATER FWDOF MEMBRANE MUST 2A o zx4 BLOCKS (1) ANCHOR BOLT GO UP OR OUT At LEAST 4 Pm. awak TRUSS a LOCATED 6' FROM TOP INCHES) PLAN VIEW � CMU WAIL AND BOTTOM AND (1) NEAR MID CENTER SCALE= I/2'■1'-®' FRAMED CRI (U *5 REBAR sIMPSON H-5 lMMa VERTICALLY W/ GONG. w 2X4 TO TRIM r�c+eer s�L POUR CELL 2x4 Pt. 16" O.C. I/2' DENSHIELD MUST 86 SLOPED 1/2' MIN. TO PAN LK BEAD BETWEEN DENSHIELD AND PRE. i:NG. tR1Jss b L2x4 2x4 PT. STUD FIBERGLASS PAN APPLIED PRIOR TO MEMBRANE • 4 . a STUD OR INSTALLATION BLOCK WALL SECTION SIMPSON H-5 IMINa A 0 2X4 TO TRUSS SHOWER PAN (FIBEWSLASB OR CERAMIC) LBW/INT. FRAME WALL TO C MU WALL 1 CHIMNEY DETAILS ARCH WINDOW FRAME 3 ATTACHM�NT (4___�SHOyER SEAT DETAIL SCALE: 1/Z"■1'-�" SCALE= SCALE: 1/2'■1'-0' FIBERGLASS SHINGLES OVER +"30 I=ELT PAPER (OR APPROVED EQUAL), INSTALLED PER SECTION 8905.2:1 FBCR, 5tH EDITION (2014), ONj'xV ' TEXTURE GEMENT1t10US � ' O.S.B. SHEATHING OR i" COX PLYWOOD E 2x6 MIN. t0 BLK W/ (Z) ANCHOR COATINGS PER (ASTM C926) OVER SECURED PER NAILING: SCHEDULE DOLT SON BOLI W/ 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 6' EMBED. PAPER BACK EXP. METL. LATH 2x STUDS PER GENERAL 1/16" osa SI�ATI�MG OR In, CDx PLYWOOD C T o BLOM OVER PLASTIC HOUSE WRAP, NOTES SHEET (GN), 2x STUDS PER GENERAL NOTES N OVER 1/16 O.S.B. SHEATHING OR SECTION TIMBER, NOTE SHEET (GN), SECTION TIMBER, (4)16 NAILS w TOP OF FLOOR TRW 00 i" CDX PLYWOOD 20, W/ R-13 INSUL. MIN_ NOTE 20, W/ R-13 INSUL. MIN. I® g QOM PJB, D FLOOR) NOTE: 1/16' SHEATHING* TRUSS TO LEDGER AA SHEATHINGS OR 14' CDX METAL MUST NOT BREAK 1'-4" SIMPSON MTS -12 +0 24" O.C. SECURE 2x4 ON 2X EMRIOR STNS 14AV, OOD OVER PRE-EN61 EERED FLASHING MIN. FROM 2ND. PLR. FLAT t0 BLK TRimm LINE NOTE: 'I/16" SHEATHING MUST W/ GUT NAILS. 2x4 CONT. W/ (4) 16d NOT BREAK 1'-4" MIN. FROM �g MA�Y.v� CONDrr1C>n18 FIBERGLASS SHINGLES NAILS •TOP OF FLR 2ND PLR LINE PRE -ENG. OVER 030 FELT PAPER TRUSS (TOP 2x4 TRUSS in T t G SUBFLOOR GLUED (OR APPROVED EQUAL), SUPPORTS PST. PLATE OF INSTALLED PER SECTION 2ND FLR) AND NAILED AS PER NAILING 8905.2.'1 FBGR 5TH SCHEDULE SECURE 2x6 MIN. TO 15LK W/ Q GJo EDITION (20141, ON �" T 4 G SUBFLOOR (3) J"x9" ANCHOR BOLT W/ 2" SM T GLUED AND .NAILED AS ___ NIG�1.1 8�I � ��� O.S.B. SHEATHING OR " PER NAILING SCHEDULE � " GYPSUM BOARD OR 6' TOP OF WALL GOX PLYWOOD HIGH STRENGTH GLG. EMBED. SECURED PER NAILING BOARD !1) AIVGµOR BOLT LOCATED pm- CONT. 2k8 WI (b) 160 NAILS +r TOP SCHEDULE HT. VARIES 6' FROM TOP AND BOTTOM FLOOR'RRISSES OF FLOOR TNRJSS SOPFIT 06 PER ELEVATION 5RG- HT. VARIES PER AND (U NEAR MID CENTER 15EARMG CONDITl (BOTTOM 2X6 18 FOR WALL (OH011ld FOR PRE -ENG. TRUSS ELEVATION (PER FLAN)) SHEATHING NAILER) SIMPSON MTS -12 t0 PRE -ENG FLOOR TRUSS o EK TYPICAL PRECAST LINTEL LEDGER 24' O.G." GYPSUM BOARD PRE -ENG. FLR. TRUSS " SHEATHM"At NOT 2x6 LEDGER OR j" HIGH STRENGTH ERIFY EMBED. STRAP VERIFY_ OP WALL A D DONT E 5WEDBL. WALL��� SECURED To TRUSS W/ CLC. BOARD W/ TRUSS PLAN 3/8"x5" LAG SCREWS +0 24" GONG. FILLED LINTEL 47 O.C. MAX BOK. �5 REBAR CONC. FILLED LINTEL BLK W/ INUOUS O CONTINUOUS (1) '"5 REBAR CONTINUOUS GARAGE DOOR ROOF TO SECOND FLOOR 2x6 CONT• W/ !b) O AILS • OF FLOOR 1/2' TEXTURE BUCK ATTACHMENT �ln (�)�r= TT. tFaISS lBt. ZX6 IS FOR CEMENTITIOUS COATING DBL. 2x6 LEDGER SECURED TO TRUSS W/ SCALE= 1/2"■1'-®' 1'-�' WALL SHEATHING MINIMUM (PER ASTM 3/8'x5" LAG SCREWS * 32' O.C. MAX NAILER) C526). OVER CMU PRECAST LINTEL MBED. STRAP VERIFY LEDGER CONNECTION 0 LEDGER CONNECTION 0 / TRUSS PLAN PERPENDICULAR PARALLEL PRE—ENG. PRE -ENG. FLOOR TRUSS FLOOR TRUSS �" rExRUREv cl�►rm01� CoatMG $CA_Sz 1/2'x1' -C' SCALE: 1/2'■1'-V" PER (ASTM 0926) OVER PARR BACK EXP. METL LATH OYER APPROVED "TIC HOUSE WAR, 11111111 1111111 OVER 1/16' OS.B� %EATHMG OR t A 1 G R C 1x6 COLLAR TIE At EVERY' OTHER RAFTER W/ VTCR1111111 CDX PLYWOOD I AND NAILED AS PER NAILING LID AS NAL MIN. (3)12d NAILS OR MIN. (4) iOd CdbN NAILS 2x4 SECURED SPACING (1j AT EACH END 1111111 SCNIM(LE 1x8 NAILER SECURE t0 TRUSSES 2x RIDGE ONE SIZE LARGER TO GABLE END HTC AND 6'-0" O.C. MAX. BELOW W/ (2)12d NAILS OR THAN RAFTER SIZE MIN. (3) 12d W/(2)12dw EA. (3) Vol GUN NAILS w EA. TWOS NAILS OR MIN. (4) 10d GUN NAILS UPRIGHT Zx4 SECURED OR MAL WEEP SCREEp ��� "J"Ap BE ENDPLASTIC t0 GABLE: END 11111111I W/l2) 12dw 6" TO 8" OCG, 111111111 11111 HOUSE FW -ENCS FLOOR' RIM 2x RA1pTER$ PLASTIC ~ TO Rq N I%wINp War 1j111j111 (INSTALL PER MFr3 8PEC81 SCREED, IN PRONT OF DRIP PLASHMCi, L -3O w BLOCKING PROVIDE 4� AP OVERLAP CK WATER FROMMGCOATINds P C 0U8 C-9,4BLE 2x4 13LOGKMG o � DRIP PLASM R (ASIED 6) OVER PER 1A13TM G926) OVER PAPER PER BACK EXID METL LATH OVER SELF TRUSS EA. RAFTER o o ADFEM WATER PROOFING L-3® EA. I YL 'J" AD YN19E 11 E, OVER 1AV OAS. IBRA1 RAFTER J' rEX m C8"EWt Tial SHEAtHMG OR CDX PLYWOOD A TERNetE �-�NEOtlONH2'.b EA. GOATNds PER (ASTM 0226) MOTA-24 R FTE1R TO -L RAFTER c OVER PAPER BACK EXP. METL VINYL CORVER `--BLK'G BETWEEN tRU06ES 2x4 RAFTER LATH OVER SELF APWREP SAD WATER PROOFMG Mp11MIE9R RAFTER TO TRUSS MTS -12 PIRE-ENG. TRUSS ROOF PECKWs OVER PRE -ENG TRUSSES w 24" O.C. SIDE VIEW CREATE VOID " STRAP PENETRATION 2x4 FRAMING (TYP) {� CONY. FRAMED ROOF •✓ SCALE: I/2" 1' FRAMED OVERHANG O N T.$. 1j TYPIC ALLE TRUSS CONNECTION 1��,► CANTILEVER $GALE: 3/4" ■ I' -®" DRIP EDGE. • -®" $GALE: N.trB. EXP. B UPDATM 03/01A ARCHITECT S -) Despine.n Gran 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 8E 0 r c Stmi)rv. & IAT: KENSINGTON RESERVE (LOT 22) SANTA ROSA (VERSION#01) PROJECT#: 0299'7.000 PAGE: SECTIONS/ DETAILS mm ARCHITECT. STATE OF FLORIDA OCT 2'6 7 JAMES Awl'VVELL AR 12079 10 DATE -0/25/17 74 SC :1 4„-1,_0„ SHEET I �--©P'D5 �'I'I'llll� \000000000 E 8E 0 r c Stmi)rv. & IAT: KENSINGTON RESERVE (LOT 22) SANTA ROSA (VERSION#01) PROJECT#: 0299'7.000 PAGE: SECTIONS/ DETAILS mm ARCHITECT. STATE OF FLORIDA OCT 2'6 7 JAMES Awl'VVELL AR 12079 10 DATE -0/25/17 74 SC :1 4„-1,_0„ SHEET I �--©P'D5 M5TCM40 — 2X EXTERIOR WALL (INSTALLED ON TOP 1116" O.S.B. SHEATHING 5TUD5 y. OF WALL SHEATHING OR 1l2 CDx PLYWOOD 1/16" O.S.B. SHEATHING' T SUBFLOOR OR 1/2" CDX PLYWOOD L10 GLUED AND NAILED A5 2X4 EXTERIOR WALL PER NAILING SCHEDULE PRE-ENGINEERED A STUDS j FLOOR TRUSS 2X4 50TTOM PLATE CONNECT TOP OF STRAP TO SLID . . STUD W/ (16)16d SINKER NAILS SECOND FIN. FLRPLAN VIEW 2X4 WALL DBL. STUD o o CONIC. FILLED LINTEL BLOCK PRE-ENGINEERED A: ' W/ (1) S CONTINUOUS REBAR MSTCM40 FLOOR TRUSS 1116 0.5.8. SHEATHING 2X4 50TTOM AT HTT-4 SECURED To SCUD ( INSTALLED ON TOP PL OF WALL SHEATHING OR 1/2 CDX PLYWOOD MSTCM40 � 19 W/ (20)10d X 1 NAILS TOP OF 2X6 EXTERIOR WALL I� Q , • MA50NRi' WALL 2X4 EXTERIOR WALL 5/8" A.T.R. IN HIGH STUDS STUDS STRENGTH EPDXY (MIN. 2X(o BOTTOM PLATE CONNECT 50TTOM OF STRAP TO' c I' EMBED) PLAN VIEW — 2Xfi WALL CMU BLOCK WIALL W/ (12) J' TAPCONS /16' O.S.B. SHEATHING C OR 1/2" CDX PLYWOOD EXTERIOR STUD WALL PLAN VIEW — 2X4 WALL CORNER CONNECTION — OUTSIDE CORNER ELEVATION VIEW 1 SCALA I/2" z I' -C" NOTE: A ' T O G SUELOOR MINIMUM SND AND GLUED AND NAILED AS EDGE DISTANCE FOR PER NAILING SCHEDULE PRE-ENGINEERED 1/16 0.5.8. SHEATHING TITEN SCREWS ISI FLOOR TRUSS MSTCM40 OR 1/2' CDX PLYWOOD 2X EXTERIOR WALL ( INSTALLED ON TOP ,, o STUDS CONC. FILLED LINTEL BLOCK OF WALL SHEATHING S /16 O.S.B. SHEATHING 9 �i q W/ (1) # CONTINUOUS REBAR a: 2x4 EXTERIOR WALL OR 1/2 CDX PLYWOOD ---- STUDS 2x6 BOTTOM PLATE .I HTT-4 SECURED TO STUD W/ l20 10d X 1 NAIL 2X4 BOTTOM PLATE CONNECT TOP OF STRAP TO SOLID .. = STUD W/ (16)16d SINKER NAILS :: 2X6 EXTERIOR WALL 5/8" A.T.R. IN HIGH SECOND FIN. FLR. PLAN VIEW — 2X4 WALL :: STUDS STRENGTH EPDXY (MIN. PRE-ENGINEERED I' EMBED) 116" 0.5.5. SHEATHING FLOOR TRUSS ` ' MSTCM40 w .� z 1116 O.S.B. SHEATHING OR 1/2 CDX PLYWOOD •' � OR 1/2 CDX PLYWOOD C ( INSTALLED ON TOP MSTCM40 TOP O1= OF WALL SHEATHING B 2X6 EXTERIOR WALL . • ,4 MASONRY' WALL PLAN VIEW — 2X6 WALL --- STUDS CONNECT BOTTOM OF STRAP TO `a cy ------X6 50TTOM AT CMU BLOCK WALL W/ (12)" TAPCONS DBL. STUD REQUIRED 2 B PL W/ 2x4 WALL _2X EXTERIOR WALL PLAN VIEW — 2X6 WALL STUD5 1/16' O.S.B. SHEATHING° EXTERIOR STUD WALL OR 1/2" CDX PLYWOOD o HTT-4 SECURED �TO STUD CORNER CONNECTION INSIDE CORNER ELEVATION VIEW W/ (20)10d X 1 NAILS I vo I r I r 2X EXTERIOR WALL SECOND FIN. FLR. HTT-4 SECURED TO STUD STUDS o PRE-ENGINEERED W/ (20)10d X I " NAILS ; FLOOR TRUSS SECOND FIN. FLR. � 5/8" A.T.R. IN HIGH TOP OF STRENGTH EPDXY (MIN. II MA50NRY WALL � � a "� I' EMBED) II � PRE-ENGINEERED FLOOR TRU55 I; a GONG. FILLED LINTEL BLOCK (GIRDER DRAWN) " TOP OF WALL SOLID BLOCKING W/ (1) #5 CONTINUOUS REBAR REQUIRED UNDERNEATH o 1116 O.S.Q. SHEATHING per -ENGINEERED FLOOR STUD v OR 1/2" CDX PLYWOOD PRE-ENGINEERED (GIRDER DRAWN) 5/8' A.T.R. HTT-4 SECURED TO STUD ELEVATION VIEW BEARING POST/ W/ (20) IOd X 1 J° NAILS A BEARING STUDS 5/8" A.T.R. IN HIGH EXTERIOR STUD WALL (PER PLAN) STRENGTH EPDXY (MIN. CORNER CONNECTION 4 �� q m - rt" EMBED) EXTERIOR STUD WALL CORNER TO POST v ° d a `�1 rA CORNER CONNECTION — PERPENDICULAR TO BLOCK FOUNDATION (PER PLAN) ARCHITECTS rn: wf-tisr-ovra FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �I'I"IIIII �000000000� SUBDIV. & LOT: KENSINGTON RESERVE (LOT 22) MODEL: SANTA ROSA (VERSION#01) PROJECT#: 02997.000 PAGE: SECTIONS/ DETAILS aROIrtEcr• STATE OF FLOFtlDA OCT 2 6 2C1yJ JAMES LL AR fAb 1079 rDAT 1141'/25/17 SC :1/4'11=1,_0„ SHEET Dj 5 opD 5