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2625 Vineyard Cir 12-650 (a)9 9 � �;; 0 i 9 9 0 's www. drhorton. com CBC1 252212 5850 T. G. LEE BLVD. SUITE 600 ORLANDO, F=L 32822 Tsl: (407) 850-5200 Fax= (407) 550-5300 • STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 5850 T.G. LEE BLVD. SUITE 6OU /? 00 c� r� Q ORLANDO, FL, 32822 ry TEL: (4 0 f) 850-5200 FAX: (407) 850-5300 . FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL W/2009 SUPPLEMENT o2007 FLORIDA FIRE PREVENTION CODE • NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION •ALL LOCAL AND STATE CODES .00CUPANCY — RESIDENTIAL, GROUP R3 • CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS B o BASIC WIND SPEED — 120 MPH (M/S) 91—STORY RESIDENCE — • 2—STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. A/C ADJ. ALT. AMP. BD. CL CAB. CLG. CON CONC. CPT. C.T. D. DBL. D.G. DIA. DIM. DISP. DP. DR. D.S. DTL. D.W. EA. ELEV. EQ. ExH. EXT. F.G./FX. F.G. FIN. FLR. FLUOR. FR. DR. FTG. GA. GAR. DISP. G.F.I. GL. GYP. BD. H.B. H.C. HDR. HGT. OR HT IN INTT.. ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GROUND -FAULT CIRCUIT GROUND-ARBAGE AULTDISPOIR INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAV. LUM. M.C. MFR. MIN. M.T. MTD. MTL. N.T.S. O.C. PL P.B. PH. PLT. PLYWD. PR, P.T. R. RAD. R.A.G. REF. RM. R.O. S.C. S.D. S.H. SHT. sxTHG. SIM. Sim. SL. SL. GL. STD. SWS TEMP. THK. T.O.C. T.O.P. T.O.S. TYP. U.N.O. V.P. W. WI WD. WDW. W/H LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD TED METAL METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSH BUTTON .PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SIMILASHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP C SLAB TYPICAL UNLESS NOTED OTHERWISE VAPORPROOF WASHER WITH WOOD WINDOW WATER HEATER * STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A,B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. � ry /� ��r/� 32750 V DA r.+ LONG YY LJ U D , FLORIDA�J +� r 5 ti✓ Tel: (407) 774-6078 7 A _ A 078 f f I f `t `t��,1 Fax: (40 f) 774-4078 SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 USED FOR DESIGN INCLUDE: • CONCRETE MASONRY RESIDENTIAL • CONSTRUCTION WOOD FRAME CONSTRUCTION • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 SQ.,�+r�r,�` 1. CALC . L,fVINCa 1157.) 1C��4� 5Q. �T. LIVING �2N)].) �L�V. "A' 11-12 50. FT. LIVING (2ND.) ELEV. "5,G,D4E" 1152 50. FT. TOTAL LIVING ELEV. "A" 221S 50 FT. TOTAL LIVING 1=LEu. "5,0,D ° ^ 19.9, 50. FT. SQ FT GARAGE X05 50. FT. PLAN REVIEW DATE CHECKED BY: 2011 1=iRAMI=W,4LK REV151ON5 COM1='LEtEP O�a/09/11 CONTROL D,4TE TOTAL ELEV. "A" 2650 SQ. FT, 05/12/11 STANC)ARDIZED 5OUTHERN ENCzINEERING W.I. WROUGHT IRON ADD NEUU MECHANICAL LAYOUT ADD NEW NEW TRU55 ENCS. FROM ACCU51~1,4N. TOTAL ELEV. "E5,C,D4E" 2660 SQ. FT. 8,4wCR,455 C -3A'1' ELEVATIONS "D" "E" 07/12/11 ADD NEW NEW TRU55 ENCS. FROM ACCU5FAN. 11A154G 11 Ol/13/11 ADD NEW NEW TRUSS ENCS. FROME'ROUILD A,BC F TCO 35 50. FT. OPT. COV. PATIO lir 8 50. FT. 08/11/11 i=ROBUILD TRUSS ENCS. FOR. ELEV. "D" 4 "E" 12/1 /11 REMOvED AND UPDATED 4X f=06TS ON SHT, 2 01/04/11 STANDARDIZED HVAC LAYOUT PEF$MlT # rA RCHITECT$ ADesignr. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigri,,troup.com AA #: 0003325 00 ,.f REVISIONS INDEX OF DRAWINGS SHEET # DESCRIPTION REV. 1 DATE 10106/10 DESCRIPTION CONTROL DATE 2 10/26/10 CONSTRUCTION ID005 COMP=LETED PG FG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG C1 -COVER PAGE GN -GENERAL NOTES 1 -FOUNDATION PLAN IA -DOWEL PLAN 1B -LINTEL SCHEDULE -(CAST -CRETE) 1B.1—LINTEL SCHEDULE -(WEKIWA) 1C -WIND LOAD CALCULATIONS 2 -FIRST FLOOR PLAN 3 -SECOND FLOOR PLAN 4C—FRONT & REAR ELEVATION "C" 5C—LEFT & RIGHT ELEVATION "C" 6A—FIRST FLOOR FRAMING PLAN ALL ELEVATION 7BC—SECOND FLOOR FRAMING PLAN ELEVATION "C" 8 -ELECTRICAL FLAN 9 -ELECTRICAL PLAN 10—FIRST & SECOND FLOOR MECHANICAL PLANS 11—CABINET LAYOUT D1—FOUNDATION DETAILS D2—MISC. DETAILS D3 -1 -STORY WALL SECTIONS D4—MISC. DETAILS D5—MISC. DETAILS OFFICE 3 12/21/10 JB1p SETS RE-155UED 4 (73/29/11 2011 1=iRAMI=W,4LK REV151ON5 COM1='LEtEP O�a/09/11 CONTROL D,4TE A 05/12/11 STANC)ARDIZED 5OUTHERN ENCzINEERING 05/25/11 ADD NEUU MECHANICAL LAYOUT ADD NEW NEW TRU55 ENCS. FROM ACCU51~1,4N. 8,4wCR,455 C -3A'1' ELEVATIONS "D" "E" 07/12/11 ADD NEW NEW TRU55 ENCS. FROM ACCU5FAN. 11A154G 11 Ol/13/11 ADD NEW NEW TRUSS ENCS. FROME'ROUILD A,BC 08/11/11 i=ROBUILD TRUSS ENCS. FOR. ELEV. "D" 4 "E" 12/1 /11 REMOvED AND UPDATED 4X f=06TS ON SHT, 2 01/04/11 STANDARDIZED HVAC LAYOUT Lucs p 0 PEF$MlT # rA RCHITECT$ ADesignr. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigri,,troup.com AA #: 0003325 00 ... SIU393DIV. , & TOOT: TUSCA PLACE SOUTH LOT 2044 PROJECT# 1664.054 MODEL: "2200" GARAGE S WING. LEFT PAGE: COVER PA -(-'T E 'mm" ARCHITECT: STATE OF FLORIDA JAW 1 B '012 JAjE ./ELL & 120179ID 03_/11 12 B 1/4"=1'-0" SHEET _. c 1 OP' u omwmmm. 0 ,.f Q Lucs p 0 l z a �U q w w Rd I q � � 'Q Q ... SIU393DIV. , & TOOT: TUSCA PLACE SOUTH LOT 2044 PROJECT# 1664.054 MODEL: "2200" GARAGE S WING. LEFT PAGE: COVER PA -(-'T E 'mm" ARCHITECT: STATE OF FLORIDA JAW 1 B '012 JAjE ./ELL & 120179ID 03_/11 12 B 1/4"=1'-0" SHEET _. c 1 OP' u omwmmm. 0 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 ii. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 VI. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS" I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBG 2007 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 II. CONCRETE TILES 25 E. WIND LOAD CRITERIA I. BASIC WIND SPEED 120 MPH II. WIND IMPORTANCE FACTOR (IW) 1.0 Ill. EXPOSURE CATEGORY B IV, WIND DIRECTIONALITY FACTOR (KD) 0.85 V. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±0.55 ENCLOSED BUILDINGS ±0.18 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY G THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1 MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4, AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Ih -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. 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 1'- 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. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/ 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.. MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1 / ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN 1/ INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT, FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM 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 REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 31-0".FRCR506.24(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25" 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 11/" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. 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: I. NATIONALDESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002) E. APA- THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER, UNO. Fb = 1,500 PSI Fv = 175 PSI E = 1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2007 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2007.. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 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. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 518" OSB EXPOSURE -1 OR 1l2" CDX PLYWOOD. 112" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7116" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. 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. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2002 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 LI240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. 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. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPUC. 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH'/" 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 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, %" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR311.2. A R C H ii T E C T$ L441 N. RONALD REAGANj LONGWOOD, FL 327 PH: 407-7746078 FAX: 407-774407 www.a bd es i gn gro u p. c hl AA #: 0003325 ti w w lu � O N w a Q N z a l G Q z q OU c i anti h m N A � � @ O SLTBDIV'. & LOT: TUSCA PLACE SOUTH LOT 2044 PROJECT# 1664.054 MODEi: "2200" GARAGE SWING: LEFT PAGE: GENERAL NOTES ARCHITECT - STATE OF FLORIDA �f, DATE: 01/11/12 SCALE: 1/4"-1'-013 SHEET C] I N 34'-0"- 14'-10" 15'-3"L 6'-21 i 12'_7° *L ---- 4I — — —`n I D1 GONG. _ =1= SLAB 24"X24"X12" CONIC. PAD— W/3-*S BARS r --' — ■ E.W. (ON CHAIR) I EXTEND MIN. 3" COVER DI DI SLAB I I/2 P1 D1 �p ------(2T'YF'.)------, E I I } " r 22'-3" 14'-0" '-g" I D1 Z4-ONG, REINF. W/ �o'x6` 1P> WWM 4 - - oil ( OR FIBERMESH ON b -MIL POLI' ■ 1 ETHYLENE VAPOR 5"4RRIER ON = 13 ' IWELL-COMPACTED CLEAN FILL � D1 0 -oil ELEV. TERMITE TREATMENT SHALL BE 4 0 I FIN, CONC. 6LA3 BORA-GARS 7 1 / �4 41 D1 S©AB o W I — -- T CONC. FTG. W/4 05 �� h+ _" ■ -- — c� REBAR EA. WAY ©GCa QRS MIN. ©1 -31/21, Y. 13 DW s,� ■ ■ ■Nil■ I ISLAND EXTENL7 13'-O" G '-! 14'--1" I cA 1" PVC CHASE " _` ■ 12'-5" TO ISLAND II 7'-I 4'-0" lm'- ■ ,n V PATIO C O ERE Q �� I (o RANGE REOPT. — — o D1 I F. I-ji — ' Lo 25 Ole` I P1 i 3 24"44"x12" CONC.' ■ ` 131-01 cv Rl=BAR EA. WAY 14 11 ■ ON CHAIRS MIN. 2 -4 3" GOYER �., -5 1/2'— 13 w -I?r ` l) LAV. L- w U D I cv ¢ u Z 30"x30"x12" 3(0"x3h"x1(0" CONC. FTG. W/3 05 GONG, FTG. W/4 05 REBAR EA. WAY RERAR EA. WAY LW.C) ON CHAIRS MIN. ON CHAIRS MIN. 4'_3 3" COYER 3" COYER 4'-S" — �-- — ■-E- ■ ■ ■ 1 0 3 1/2" ��u 4�� 13 ©1 FI t�(K SLA5 4 DI Q D1 D1 � I -rt 1r2 L" J o ■ ■ ■ ■ 20'-011 -341-011 vm ma 1201 a 120111\110111 i "4k 7,1T NATE : AIC LINES FfROS AIR �4ANIDLER UNIT TO CONDEN60R TO 5E fRAN IN ATTIC, 24"44"x12" CONIC. co FTG. W/3 45 REBAR EA. WAY ON CHAIRS MIN. 3" COVER (2 TYP.) a A R C H I T EC T$ �"' [design VI p Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup:com AA #: 0003325 SU"BDIV. "8e LOT: TUSCA PLACE SOUTH - LOT 2044 PF OJECT# 1664.054 MODEL: )22200)) _ GARAGE S WI14Gf: LEFT PAGE: FOUNDATION PLAN ARCHITECT STATE OF FLORIDA JAMEJi� �%/� 2012 LL I 3DATJIV 01/11/12 SCALE: 1/4"=l'—O" 3HEET 0 F' w r, I 0 0 N w Q 4 o u w Z lu - A � � ti SU"BDIV. "8e LOT: TUSCA PLACE SOUTH - LOT 2044 PF OJECT# 1664.054 MODEL: )22200)) _ GARAGE S WI14Gf: LEFT PAGE: FOUNDATION PLAN ARCHITECT STATE OF FLORIDA JAMEJi� �%/� 2012 LL I 3DATJIV 01/11/12 SCALE: 1/4"=l'—O" 3HEET 0 F' i 1 COVERED PATIO 1p i 1] ARCHITECTS ./'" � Design group Inc. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32754 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti G "120179 DATE: 0 �]l'— w 9GAI.�: 1 /SHEET l A _ m n m 0 m � a� D z b- o z w N l cv � �a u - 4 � � b - i 1 COVERED PATIO 1p i 1] ARCHITECTS ./'" � Design group Inc. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32754 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti G "120179 DATE: 0 �]l'— w 9GAI.�: 1 /SHEET l A _ 0 � D z o z w N l �a u - 4 � � i SUBDIEV. 8c LOT: TUSCA PLACE SOUTH LOT `2044 PROJECT"� 1664.054 MO nEL: ")2200" GARAGE SWING: LEFT PAGE: DOWEL PLAN ARCHITECT STATE OF FLORIDA JA/(3 2012" JAKIEECANTWELL A G "120179 DATE: 0 �]l'— 9GAI.�: 1 /SHEET l A �ign Inc.p N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 rww.abdesigngroup.com AA #: 0003325 SUBDIV. & LAT: TUSCA PLACE SOUTH LCAT 2044 PROJECT# 1664.. 054 MODEL "2200" GARAGE SWING: LEFT PAGE: - ]LINT'EL SCHEDULE (CAST -CRETE) ARCHITECT- STATE_F _FLORIDA - JAN 2012 JAM C - ELL NO 12079 PRI*T DATE: 01/11/12 SCALE: 1/4"=11 -Opp SHEET �� OF� Lu Q Lu p l o +- z U q 1 N U4 0) N 4 � � ti N SUBDIV. & LAT: TUSCA PLACE SOUTH LCAT 2044 PROJECT# 1664.. 054 MODEL "2200" GARAGE SWING: LEFT PAGE: - ]LINT'EL SCHEDULE (CAST -CRETE) ARCHITECT- STATE_F _FLORIDA - JAN 2012 JAM C - ELL NO 12079 PRI*T DATE: 01/11/12 SCALE: 1/4"=11 -Opp SHEET �� OF� uj I uj 74_1�0� D�v CONCFRETE FfRO:)UCTS, INC. P.O. 50X 219 ZELLWOOD, FL 32.198 (401) 886-2511 1-500-654-5139 ;=AX 401-886-0195 LINTEL NCS. LENGTH TYI=E L-1 51-8" 5/22-5-1U/0L L-2 2'-10" 5/16 -5 -1U/01 - L -3 11'-4" 5/20-5-1WIL L-4 4'-6' a/16-5-IU/01- /16-5-iU/0LL-5 L-5 4'-6' 5/16-5-1U/0L L-6 1'-6" 5/5-5-1U/IL L-1 4'-6" 5/16-5-1U/01- /16-S-1U/0LL-8 L-8 4' -Pa' j 5/16-5-IU/0L L_g I 4'-6` I 5/16-5-1U/0L L— 3 WEKIWA LINTEL SCHEDUL_.E, 8" LINTEL UPLIFT N.R. It Not Recommended 12" LINTEL GRAVITY R" IINTFI GRAVITY LiNTEL r�i a>�f�■[-7,�a��l�■��.Er T.rra=�l»t TML>��P�[Tr7.ar�lT��,■ U - _ :, a(r r?liar +rrlu Uj)-[n?n7 �*nls�ir . r.!1�frrlr��.rJ�trwr r7uJ�[rr ll ®�!f !{.�� -t.7rllarrriU .•lrar�r rrililafrl�rririlarr r rlrlar�iii rlr� ��a:tT .7�][�,'a=Y �4f a�'1tJ■srr w1.'�fr....rl�frfrr ..,Ja(ri ri rilrrJarrr r/l�rJ rr r1�P r �aG'l .r.■ar �..1%�r�r., f� i��a'�=(�..�aT., 518-8-1L 8/12-$-11- 8/116 -S -1L 8/20-8-1L 8/24 -8 -IL 8/28-8-1L 8/32-8-1L r.�ar rr...lar� •alar r..r..,i .-.. , lar � f�� i�L9J111111110M ��"-'f"==fir• vi a =N N K?cr S f•� ��i Yi �_r :' .'ol �l�rric 1 J •rr.:.l■�rr ..01 arr.L.:.:.1 �rri.'orrrl ar...I r>t ®®�I.�..�a�71F•'e��Vi��SN.}��t-t�'� r[:?i��1%nrx� iF"'� �� %Si-� rr- �rrr.'�"'rJarrrr,•,�rrJ�na.,rraJ■�rrr r._, �7p� "sarlf ri ��rs��t_x.'_aa�• ar=7r%i-��}j��-Ll�ir��vrc�aClro 7 r,■��4�-'7•'1.os.�w77ar'� r it-� rJ�(r?r�rrr7�juTruo ->• ��al��%�a�l ��.�:='��fil7tii�a�^f jr�aaw7z��1., ,��-xt� �ai�� S.i>•� 5.11%��P.r rlr>�[ii �lrJ P"RECABT Nor ,-yaaa temEN 7 A�f . >■` �■irs,aai ��r>. ��L=:1•�w�-�l•�1-tira�+--r..r a1'.:Saa�-wua�J�rr�ry+ slay r.�.;-��al:r�f�� aar�r��a��a�i=1a 10000 10000 rwrammut—zm EIS+ r'x�■a=xrl �laTwt:. � ®®�Z!-f>te�lrp��r'S 10000 I �a"IrSt=>♦�'.��Tr JcY�aY-3.]r7 PRECAST ii��;�r■■�rer.>��far��■�t.�.vaary�.�=a■1!'.�r.3�1 ?921 673 9515 10000 10000 �7�aar�T7=>•�■�t-7.'��!'l••=� �+r-rr.=l�SsHtaatl:I�t=! �■�Tfa"ira`"'y�ai�rr�alrlr�aallrKal If�iia��l�a�•,-��wyt-��''y� 10000 awYf=mall--5:� r�aE'ra:�Taa�awwaaT-1rr�>— PRECAST �a1�►,� ��->,ai-rraari�r�aarUra�Lft� 5018 1175 ��mmoC3[-_� ��axs:,a.ar(.rra�r�r, 10000 raa■�r�aar��r�aavri ��Y�arr;,�aar ��arla�lr�aS��J•a mull= ��xYa�-."•5 �'1C��7=i=�� =5>•SET.�'r1 r��aw�rr>■■arar��a�w��■r"��1a lr�t''-l��iL3��T'Z! aiG��iGr.'�ja�Pa-y��C"7��rIYa1 7C'lt7Zl�]F��•T'3��iliF� a Ei'T=il�4YY�S]��L•ri,� N.R. It Not Recommended 12" LINTEL GRAVITY R" IINTFI GRAVITY LiNTEL LINTEL SAFE LATERAL LOADS (PLF) SAFE CaRAvITY LOADS (PLP) �" PLAIN 4TOTL LENGT TYPE S" PLAIN 5/B -S -m 8/12 -S -0L 8/Ib-B-mL 81)0-8-0 5/24-8-0L /28 -6 -mL 6/32 -0 -OL 518-8-1L 8/12-$-11- 8/116 -S -1L 8/20-8-1L 8/24 -8 -IL 8/28-8-1L 8/32-8-1L 2'-10' PRECAST 602 ► 3 100m2� ImmOfL+ 00�m0 0000 10000 0000 8491 1mIZ+0+0 IIm000 10000 leego 105000 10000 3'-6" P"RECABT 2603 4011 9339 10000 10000 10000 10000 10000 40`11 10000 10000 10000 10000 10000 10000 4'-0' PRECAST 1821 ?921 673 9515 10000 10000 10000 10000 ?921 '1853 1000m 10000 100512x0 I0m00 10000 4'-6" PRECAST 1395 2214 5018 1175 9284 10000 10000 10000 2214 5412 10000 10000 10000 10000 10000 4'-8' PRECAST 1395 2111 4660 6588 8520 10000 10000 10000 2111 4902 10000 10000 10000 10000 10000 5'-4' PRECAST 1006 Ib51 3409 4623 6?39 1 58 9011 10000 1651 3556 6431 10000 loom 10000 10000 5'-Im" PRECAST "S 1461 3001 5111 8885 10000 10000 10000 1461 300"1 5111 8858 10000 10000 10000 6'-b` PRECAST 110 1232 2440 3934 6250 8559 10000 10000 1232 2440 3934 6250 10+000 10000 10000 1-6" P'REGABt 562 1001 1918 2942 4346 b4b1 10000 10000 1001 MIS 2942 4346 6461 10000 1mm0m 1'-8" PRECAST 544 915 1843 2819 4131 6010 WA6 10000 915 1849 2819 4131 6010 5245 10000 8'-0' PRECASt 511 91b 1124 2602 3151 50530 1958 10000 16 1124 2602 315'1 5405 1 S 10000 8'-4' PRECA87 452 664 1615 2415 3444 4866 6983 10000 8164 1615 2415 3444 4810 b983 10000 9'-4' P'REGABt 411 1'41 13'6 1 1 2168 31b95124 mmrs-nm 1061 141 1361 1997 2168 3169 5124 1061 10'-b' P'RECA$T 343 636 1148 1649 2231 2362 3883 5094 636 1148 1649 2231 2962 3883 5094 11'-4' PRECAST 315 514 1028 1465 1964 2566 3305 4239 514 1028 1465 1964 2566 3305 4239 12'-0' PRECAST 292 533 950 1343 1189 2316 2951 3134 3 350 1343 1159 2,316 2351 3134 12'-6" PRECAST ?11 505 898 1264 1616 215 2130 3426 505 898 1264 1616 2151 2130 3426 13'-4' PRECAST 255 464 822 1151 1515 1335 2425 3010 464 822 1110 1515 1935 2425 3010 14'-0" PRECAST ?39 6 169 1013 1406 1186 2225 2141 43b lbs 1 1013 1406 1186 2225 2141 14'-8' PRESTRESSED N.R. KR. N.R. N.R. N.P.N.R. N.R. N.R. 511 1234 1421 1119 2188 2662 15'-4" PRESTRESSED N R. N.R. N.R. N.R. N.R. N.R. N.R. N.R. 454 165 1160 1331 1 b 2032 2459 11'-4' PRESTRESSED N.R. I"LM. NJR, N.R. N.R.N N.R. N.R. 385 652 982 1111 1319 1611 1991 19'-4' PRESTRESSED N.R. NR NR. N.R. RIZ N.R. N.R. N32. 339 561 849 960 1111 1415 1616 20'-m PRE87RESSEL7 N Ip. N NX N.R.N.R.N.R.N.R.N 325 543 812 911 1122 1345 1590 21'-4' PRESTRESSED N.R. N.R. N.R. 295 500 146 840 1024 1224 1441 22'-0" PRE8TRE88ED N.R. N.R. N.R.N.R. N.R. N.R. N.R. N.R. 261 481 111 Bob 951 1111 1316 24'-0' PRESTRESSED N R. N R N F2. N.R. N.R. N.R. N.R. N 3 N.R. ■ NOL Kecom Onasa 19" I INTFI UPLIFT - Not Rwonl1drdild R" I ATFRAI TABLE LINTEL REINFORCEMENT SCHEDULE LNTELLENGTH;. ;•::•::;:. ;. ;:•::: i•;:•:iisii:?;•i::z•at;•:::e:::::NENFotCQAFM:•i :... .::•i .............. :•:::: :.::;• 2 T::•::•:::::•:::;•:•. . 111111 " T-10' TO ' 5'•10"70 61 W -Ur To 61•B' MR WNE To 0' -r TQ OW (245 NME 20 WAI To 17141 OR ON Q ?A (r PREBTREWED 014 T. " To 220 1 1 fZ 7118'PR 2N6 REFER TO LINTEL SECWN FOR RFf+WQR AkNl LUAU I IUM LINTEL SAFE LATERAL LOADS (PLF) 2 �" PLAIN gg FILS 0�REi'E P5aD'Xlrp* GONCPk IN FIELD) Precast QP LL qq ��pp�� LL .Prwast 3'-6' Recast 1322 2550 4'-0" precabt 1010 2100 4'-b' Precast we 1150 4.0' Procrit 852 1622 5'-4' Precast 112 1400 5'-10' Precast 625 1200 6'-6' Precast 5.12 1252 T.b' precast 442 590 114 PrA"At 496 060 8'-2' PwAfit 410 820 8'-4- Precast 390 180 �a Praeaat 340 bw ' Pracaet IN bw 11'•4' Precast 215 552 12'-01 Precast 1 255 510 12'-6' Precast 1 245 490 13'-4' Precast 220 450 ' PwAot 210 430 - 14-8' Prestressed 110 390 15'-4- Prastrassed 165 310 ' Proeiroseed 145 320 .4 Prestressed 132 280 Progressed 120 2w aeirsessd 35 5 24'-0' PWrneed I I20 1 200 NR. - Not Recomnsndad LINTEL REINFORCEMENT SCHEDULE LNTELLENGTH;. ;•::•::;:. ;. ;:•::: i•;:•:iisii:?;•i::z•at;•:::e:::::NENFotCQAFM:•i :... .::•i .............. :•:::: :.::;• 2 T::•::•:::::•:::;•:•. . 111111 " T-10' TO ' 5'•10"70 61 W -Ur To 61•B' MR WNE To 0' -r TQ OW (245 NME 20 WAI To 17141 OR ON Q ?A (r PREBTREWED 014 T. " To 220 1 1 fZ 7118'PR 2N6 REFER TO LINTEL SECWN FOR RFf+WQR AkNl LUAU I IUM wo -Plot Reaommended 8"RECESS DOOR HEADER IATFRAL TABLE RECESS POUR HEADER (1) s CONTINUOUS 3 " Type a r KNOCKOUT BLOCK `y' , e r.. • " 0�REi'E P5aD'Xlrp* GONCPk IN FIELD) r 4: VQ QP LL qq ��pp�� LL .Prwast Proxaal ilu0 (I�IONATINU0U8 -2 ■ -rk�q 1/32' STiRRUP8 AT 4'-0' cc 4'•4' Prsrast ilkY —itv 'A' SAR9 (MAIN i?EINPJ 4•&' SEE SCHEDULE wo -Plot Reaommended 8"RECESS DOOR HEADER IATFRAL TABLE RECESS POUR HEADER SAFE LATERAL LOADS (F'LF) Logsaw Type a r Bt FWD D — Precast 590 1115 .Prwast Proxaal EM1771"MMEM30M 1100 -2 ■ 1650 2690 4'•4' Prsrast Ib5 1350 4•&' Procaat 45 1242 5'4' �� ter..;-� er***>• �r"'.� �r***� �r"*� �r--,>•I T-8' P'reoast 200 640 9'-8" Precast 160 4910 1650 1'-8' Precast �>.�r-�-�■■ lboo *ter^-->■�..r-�r--->.■ Plecasi No 11777 77'.;z7'Ml preeeai 120 �*� �a �■rs:r1• �1^--moi I�--7 �r--'7. if' --7 550 1112 Proaaai 510 10025 Procrit 480 952 01/11/12 Precast 1 460 sly 13'-4' Precast 430 852 SIC AT : prsi aca 400 822 -8' 141 Precast 380 160 Precast 350 132 hCC.t Precast 320 1 (032 NR . Not RW:ommsndad -F -:'U/: L No �� ■■�*>, a�*T�■ Imo±• ar��■ �� -,� 77.■.IF�■�T�3.■.�1•!3f FII. �i5;'■.F'?�.�i mmrs-nm E111177=111111 Imo* � �'• �� ■�f � �5:7,■.�'*?� ��f''��fLF:1•*!>��'T1•1•f—V• � �11'r��'*i��711•�li� _ M �5i• x'%11• �'�� i'L>• �'i� �11� �' ��T7i33i•�7��'i'i��Ei7�iF!� ��7��'%>•�>•�>•�T��':-'_'1'71"!'• �� 11f �■ ■.� �T �I.i*� �iC*'J• ■.mss wo -Plot Reaommended 8"RECESS DOOR HEADER IATFRAL TABLE RECESS POUR HEADER SAFE LATERAL LOADS (F'LF) Logsaw Type &PPLLAIG N Bt FWD D 3'-0' Precast 590 1115 .Prwast Proxaal 520 1100 -2 at 1650 2690 4'•4' Prsrast Ib5 1350 4•&' Procaat 45 1242 5'4' Precast 320 950 6'-8' Phecast 250 160 T-8' P'reoast 200 640 9'-8" Precast 160 4910 12" RECESS DOOR HEADER 1 ATFRAI TARI F RECESS DOOR HEADER SAFE LATERAL LOADS (PLF) Total Tce tt'S917J PLAIN 588fD 12' IGE 3'-8' Precast 2025 3210 4'-2' Proxaal Preeaat 2660 4115 Recast 1650 2690 4'•4' Precast Frecast PAA 4-e' P9waat 1422 2292 $'-0' F'rocaat 1052 1 b'-8' Frxaat 015 1425 1'-8' Phacaat 130 Iw 9'-8' Precast me I 902 1) s5 CONTINUOUS 3 m "I CONC. FILL (CONCRETE PLACED IN FIELD) TOP LEG MARSt LEGP40 F4C0H LENGTHS 1B2" BTiF;RUPB a 4'-0' C/G (1) Ob CONTINUOUS (OPTIONAL) 'A' 15ARS !MAIN REiNK) SEE SCHEDULE 12" LATERAL TABLE A R C HITEC TS GDne®JANBLY6. �O uInc. 1441 N. RONALD R LONGWOOD, FPH: 407-77FAX: 407-77www.abdesignAA #: 0013 LINTEL SAFE LATERAL LOADS (PLF) Le"9 4- ��y�gAIN PL FILLED TOP LEta FSARgSS; ai 3500 6900 t—( Preeaat 2422 4115 4'-2' at 1950 3980 4'-6' Frecast 1650 3452 4-gk Pracaei 5$2 3222 IONAL e5T Wo 2582 01.10, Precast 1162 2252 6'-6' Precast low 1950 1'Ptacaet 820 1650 1'-8' Precast 800 lboo ' Plecasi 15 preeeai 120 1450 9'-4' precast 640 1210 10'-6' Precast 550 1112 Proaaai 510 10025 Procrit 480 952 01/11/12 Precast 1 460 sly 13'-4' Precast 430 852 SIC AT : prsi aca 400 822 -8' 141 Precast 380 160 Precast 350 132 hCC.t Precast 320 1 (032 NR . Not RW:ommsndad A R C HITEC TS GDne®JANBLY6. �O uInc. 1441 N. RONALD R LONGWOOD, FPH: 407-77FAX: 407-77www.abdesignAA #: 0013 1) 46 CONTINUOUS '5' OARS - SPE SCHEDULE �� 3CONCIaETE 'PLACED j 1" IN PIELD) 1 , " TOP LEta FSARgSS; € 1EG UP70R W t—( 1 4'-00 LENGTHS JAN -• 05 ONTINUOU5 W '-IlA 4 f(11) ,Aim �' IONAL e5T � ^lid 1�E SGI•+EDULH REINF.) TOP LpELA AIrCq MEQ INATHS JAMES AR ANTWELL 012079 A R C HITEC TS GDne®JANBLY6. �O uInc. 1441 N. RONALD R LONGWOOD, FPH: 407-77FAX: 407-77www.abdesignAA #: 0013 av13DTV: t8c IAT: TUSCA 'LACE SOUTH LOT '2' 044 PROJECT# 1664.054 MODEI . "2200" GARAGE SWING: LEFT PAGE: LINTEL- SCHEDULE INTEL-SCHEDULE (WEKIWA) ARCHITECT- STATE .OF FLORIDA a¢ '5' OARS - SPE SCHEDULE j 1" 1/32' STIRRUPS At 4'-0" cc W 11 TFL 1. JAN 1' 2 TYPICAL LINTEL W TYPICAL LINTEL 8"X8" RECESSED SECTION � IONAL e5T TOP LpELA AIrCq MEQ INATHS JAMES AR ANTWELL 012079 UP TO 14'-1L7" �1 w Q r5E3 T)TE L, _zN4TiON ice -,n D N --OPTIONAL PRINT DATE: 01/11/12 —Ica q cL o Z d) Z llu tu11�tH/1-11riGHT OF LiNTEL PLAiN OR 50L ID LINTEL SIC AT : 1/4)3=i'—o'11 /LI-""-1"—Q"s 11 8AR6 - SEE SCHEDULE 11.. F "X5/1 hCC.t .4 SHEET -F -:'U/: L N av13DTV: t8c IAT: TUSCA 'LACE SOUTH LOT '2' 044 PROJECT# 1664.054 MODEI . "2200" GARAGE SWING: LEFT PAGE: LINTEL- SCHEDULE INTEL-SCHEDULE (WEKIWA) ARCHITECT- STATE .OF FLORIDA 11aw, LNO. OF ADDITIONAL s5 t3ARS IN UPPER � 11-1Q � �F� TYPICAL COMPOSITE LINTEL SECTION TYPICAL LINTEL 12"x8" SECTION O1RLOWER LINTEL CAVITY a¢ '5' OARS - SPE SCHEDULE j 1" 1/32' STIRRUPS At 4'-0" cc 11 TFL 1. JAN 1' 2 TYPICAL LINTEL 8"X8" SECTION TYPICAL LINTEL 8"X8" RECESSED SECTION IONAL e5T TOP LpELA AIrCq MEQ INATHS JAMES AR ANTWELL 012079 UP TO 14'-1L7" r5E3 T)TE L, _zN4TiON ice -,n --OPTIONAL PRINT DATE: 01/11/12 —Ica cL 'A' 15ARS (MAIN I;M[WJNOMINAL SEE SCHEDULE '15' tu11�tH/1-11riGHT OF LiNTEL PLAiN OR 50L ID LINTEL SIC AT : 1/4)3=i'—o'11 /LI-""-1"—Q"s 11 8AR6 - SEE SCHEDULE 11.. F "X5/1 4 1 .4 SHEET -F -:'U/: L 11aw, LNO. OF ADDITIONAL s5 t3ARS IN UPPER � 11-1Q � �F� TYPICAL COMPOSITE LINTEL SECTION TYPICAL LINTEL 12"x8" SECTION O1RLOWER LINTEL CAVITY 2 a 01 0 m G 3050-5H FnRFSS BEDROOM #2 BEDROOM #3 no *no 0. BATH r--ter--� II L_ rJL__J LAUN. F_ ---I I I L -__J BEDROOM #4 ��u.-an EGRESS 305¢-5H 3050-5H SOUARE FOOTAGE EG RE55 EGRESS I 13 12 11 l -------------------------------- OWNER'S SUITE u 3050-5N 07 --------------- CALCULATION'K:_�_' l'it i COMPONENT AND CLADDING WND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS GALL SOUARE FOOTAGE WINDOW SIZE AND TYPE ZONE 120 IDPH WIND REMARKS # ul 30(08 W/ 1 31 12 5L 4 24.0/ -26.2 2 S 14 -SH 4 25.9.✓ -25.1 6 -fax -0 Lu 3 112 GARAGE 5 21,8/ -24.$ o p z z z DOOR 4, 17 25 -SH 4 25.11 -27.3 5 11 25-5H 4 25.1/ -2'13 6 48-0 X 8'-(� 4 23.3/-25.5 -1 17 25-544 5 25R -33.1 8 11 25-544 5 25.1/ -33.1 9 I� 25-8H 4 25.1/ -2-1.3 10 I� 3050 -SH 5 25.1/ -33.1 11 11 305P�-SH EGRESS 5 25.1/ -33.1 ELEv. 11,411 11,4 11 3050-5H 4 25.1/ -21.3 ELEv. 'B" 11DII EGRESS NCR 4 12 3050-5H EGRESS 5 25.1/ -33.1 ELEv. "A° 12x4 11 3050-5HELEv. 4 25.1/ -2-13 'U° EGRESS ,C„ 4 „DII 13 1'f 3050 -SH 5 25.1/ -33.1 EGRESS 14 I-1 3050 -SH EGRESS 5 25.1/ -33.1 15 11 3050 -SH EGRESS 5 25.1/ -33.1 16 1_ 3050 -SH EGRESS 4 25.1/ -2-1.3 1I lI 3050-5H 4 25.1/ -213 WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA BUILDING CODE, 2001 ALLOWS THE PRESSURES TO BE AVERAGED WHEN THE OPENING 15 PARTIALLY LOCATED IN BOTH ZONE 4 AND ZONE 5 WIND PRESSURES ARE BASED ON WIND 5PEED =120MPH (3 SECOND GUST) IMPORTANCE FACTOR =1.0 EXPOSURE CATEGORY = 5 MEAN ROOF HEIGHT=LESS THAN 30 FT. FDR AN ENCLOSED BUILDING 161-01 ZONE 5 -26.55 ZONE 4 p = +21.8/-24.0 f ,__________________--- _____--_______- -____ mmlF BEDROOM #3 BEDROOM #4 j PERCENTAGE OF"AREA MTIEK ZONE 4: A4 = 1133 + 16 = 0.71 it PERCENTAGE OF AREA A, VATHt N ZONE 3 - ,As= 4.6 -.16 01.29 f? I 30 P�- H 3050 -SH 305�D-5H 3050 -SH I EGRESS EGRESS EGRESS & V IRAGE P05=E FM S VR' 014 GAnGE D0OF.: Q13 11 4 p - 21,8 (0.9) + 21.8 (0.1 12,4 I = 19:62+ 2,18 I = 21.8 ysf AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR. I I 1 p - -24 JO (031) + - 26.55(17 -2 --17JOS+ (-77) 99 � ��r�o PRESSURE - ELEVATION i p =2L8l-24.8 ARCHIi'Ecrs LREAGAN BLVD. FL 3275074-607874.4078ngroup.co m03325 w w JAMES ANTWELL Lu O 12079 ul Lu Lu o p z z z tK SLTBDIV. 8e LOT: TUSCA PLACE SOUTH LOT 2044 PRUJECT# 1664.054 MODEL: "2200" GARAGE SWING: LEFT PAGE: WIND LO AD C ALC ULATIO NS ARCHITECT STATE OF FLORIDA JAN 1 JAMES ANTWELL AR O 12079 PRINT DATE: 01/11/12 SCALE: 1/4"-1'-O" SHEET 1 c 0FF-� 1 'd - Y 11 10'-3Y _ �'-0 14' -10" 12'-2 11 Y Y 1041 1 LIVING (2ND.) ELEv. 'Al 1112 SQ. FT. LIVING (2NT)J ELEV. "B 4 C" 1152 50. FT. -I'-0" X TOTAL LIVING ELEV. "A" 2219 5Q. FT. 11 10'-3Y _ �'-0 14' -10" 12'-2 11 �CONr_> A z NOOK ►SLANL>' I `� a'-8° CLG. 4'-0'x2'-0" I u' (TILE) Y { // //�� N II 12I 51 y.�_`.t'� �Yi'-SL/" 41_411 � -11 _1 RANGE N m — — U � — I pRF�— 1 I --- -- PAN. Sl — 2465' MT 4X4-1-o'LSW J S. :LUDH — — — — POST– m � \_2" STEEL ucn PIPE LAV. - N 1 FOYER' 1'-4" 4'-7 A PWD (TILE) CLG. o, 8 -8 GL 2— CAR GAR. (TIL ) a' -a" GLC. � 1 FLUC-1 T LINE OF 2ND. FLR. 450VE ----------------- -- 14-5H 30(05 W/ 12' SL I I PH X MOO S' OR C LG. Nd u ■ -- ----- — -- 1(o'-0" x 1'-01 O.H. 1"21-//j�� 31-411 101-011 ,{ 201-011 A N N 1 fv SQ. FT. CALC.'S w PATIO 1041 5Q. Ft. LIVING (2ND.) ELEv. 'Al 1112 SQ. FT. LIVING (2NT)J ELEV. "B 4 C" 1152 50. FT. -I'-0" X TOTAL LIVING ELEV. "A" 2219 5Q. FT. TOTAL LIVING ELEv. "5 4 V 2159 H.B. PORGH I cb GARAGE 405 SQ. FT. TOTAL ELEV. "A" 2650 25-5H TOTAL ELEV. "5 4 V -Yro060 5Q. FT. 5.Ca.D. 35 SQ. Ft, 25-5H 1%a SQ. Ft. ►��_� ►�� — — — — — — � .,. — � NOOK w DINING GREAT, ..) a' -a" CLG. I I ROOM /, /I N (CARPET) 51-511 G. D z I IGARPE `1I -1'-8" 3'-4" �'_2° , luQ al ►� z rll SII =mom �U MAWA 2Xro 41 q 2'-9" 3'-m° 14'-9" LU c� WALL DR � I' S" LSUJ ti KITCHEN DUu STAIR DATA CLG. _ (TILE) LE) ( 1�o R15ER5 'S 7.5 hF) TREADS 6 9.5' — �CONr_> A z NOOK ►SLANL>' I `� a'-8° CLG. 4'-0'x2'-0" I u' (TILE) Y { // //�� N II 12I 51 y.�_`.t'� �Yi'-SL/" 41_411 � -11 _1 RANGE N m — — U � — I pRF�— 1 I --- -- PAN. Sl — 2465' MT 4X4-1-o'LSW J S. :LUDH — — — — POST– m � \_2" STEEL ucn PIPE LAV. - N 1 FOYER' 1'-4" 4'-7 A PWD (TILE) CLG. o, 8 -8 GL 2— CAR GAR. (TIL ) a' -a" GLC. � 1 FLUC-1 T LINE OF 2ND. FLR. 450VE ----------------- -- 14-5H 30(05 W/ 12' SL I I PH X MOO S' OR C LG. Nd u ■ -- ----- — -- 1(o'-0" x 1'-01 O.H. 1"21-//j�� 31-411 101-011 ,{ 201-011 A N N 1 fv SQ. FT. CALC.'S w LIVING (15T.) 1041 5Q. Ft. LIVING (2ND.) ELEv. 'Al 1112 SQ. FT. LIVING (2NT)J ELEV. "B 4 C" 1152 50. FT. TOTAL LIVING ELEV. "A" 2219 5Q. FT. TOTAL LIVING ELEv. "5 4 V 2159 SQ. FT. PORGH 5G SQ. Ft. GARAGE 405 SQ. FT. TOTAL ELEV. "A" 2650 5Q. FT. TOTAL ELEV. "5 4 V 2(oroO 5Q. FT. PATIO 35 SQ. Ft, OPT. COV. PATIO 1%a SQ. Ft. -- (o x& - I POST 1 I I I COVERED 1 PATIO I r" ( 14'-0'X12'-0' a' -a" CLG. I 1 COVERED PATIO 2" ELEC. OUTLET PER ELEC. CODE TTpp w NOTE: PLATE - DENS ARMOUR AT 5ATHROOM5. -PREFAB SHOWERS/TUBS To BE m SET IN TYPE 2 FOAM. � m w m............ . . . 11 A R C H dT E C TS i910mt A Design roup inc. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 w w 14PR os 11 -all LUALL__j1w. � o ►��_� ►�� .,. w � NOOK w UJ ..) LU /, /I D z luQ ►� z =mom �U MAWA q cQ LU c� 2" ELEC. OUTLET PER ELEC. CODE TTpp w NOTE: PLATE - DENS ARMOUR AT 5ATHROOM5. -PREFAB SHOWERS/TUBS To BE m SET IN TYPE 2 FOAM. � m w m............ . . . 11 A R C H dT E C TS i910mt A Design roup inc. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 w w � o � � w � w UJ LU D z luQ z �U q cQ LU c� ti SW133DIV. & LOT: TUSCA PLACE SOUTH LOT 2044 PROJECT# 1664.054 MODEL: "2200)) GARAGE SWING: LEFT PAGM FIRST" FLOOR PLAN ARCHITECT,STATE OF FLORIDA JAN 1 AI 7 7v 1LM /. v PRIM DATE: O 1 11 /12 SC sT.E: 1/4"=1'—O" SHEET 2 0 F' I .... .. -..... ..,......mow �.m,—..,,,.«„��H.,�.,.,�.., 17 1 � I •------------------------------------------------------------ -- SEC-10ND FLOOR 1 NOTE: - DENS ARMOUR AT RATHROOMB. - PREFA5 5HOWER5/TU55 TO 5E SET IN T`A'PE 2 FOAM, 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL 32750 PH: 407-774-6078 FAX: 407-774-4078w ww.a bd es i gn gro u p. co m AA #: 0003325, SUBDIV. 8c LOT: TUSCA PLACE SOUTH LOT 2044 PROJECT# 1604.054 MODEL: "2200" GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN ARCHITECT STATE OF FLORIDA - JAN 2012 JAMES AIVTWELL AR 0 12079 III FRIN DATE: 01Z11/12 SCALE:1/4p3=-1$-0"' SHEET 0:Er3 . 2'-10" — — — — — r [.4 I BEDROOM #3 BEDROOM 14 OPEN TO �C p } CLG. 8'-0' CLG. 5ELOW EGRESS (CARPET) (CARPET) Q 1 I� °°° °°° cA Av. Av. I 2x8 2x8. I 3050-5H. 0. BATH 3050 -SI -I 3 50 -SN 305D -SH IN STAIR DATA EGRE55 EGRE55 EGRESS ;� 11'-10' V-0" CLG. 11'-1®” 10'-'�" 16 RISERS a 1.5' 1 15 TREADS 10 C3.5" 1 34' -0' I ------------------------------------------------------------ 51-10 /,'\ II', II "III', V ATION "B". 99 99 ®99 99 99 99 17 1 � I •------------------------------------------------------------ -- SEC-10ND FLOOR 1 NOTE: - DENS ARMOUR AT RATHROOMB. - PREFA5 5HOWER5/TU55 TO 5E SET IN T`A'PE 2 FOAM, 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL 32750 PH: 407-774-6078 FAX: 407-774-4078w ww.a bd es i gn gro u p. co m AA #: 0003325, SUBDIV. 8c LOT: TUSCA PLACE SOUTH LOT 2044 PROJECT# 1604.054 MODEL: "2200" GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN ARCHITECT STATE OF FLORIDA - JAN 2012 JAMES AIVTWELL AR 0 12079 III FRIN DATE: 01Z11/12 SCALE:1/4p3=-1$-0"' SHEET 0:Er3 . 2'-10" 3050 - 51-E 3050 - SI -4 ECIzI=SS EGRESS °°° °°° Av. Av. TU 42x60 0. BATH ;� V-0" CLG. 4'_0"TILE 51-10 BEDROOM2 S' -C" CLG, 4'-C' 3'-0" 2'-10" -04 (CARPET) OWNER'S SUITE all 34°� 2�(8 — 5HOWE 8'-0" CLG. (CARPET) r- �t BATH #2 E - C Cao. TILE �; cp 0 42"-1-IIG1-1 WC �" WALL m � 40(o8 5F. I� OPT. oft. V 1R-15 I I I L--JL—__j LAUN. � w _ G. x(08 5-a TILE 0 0 0 11 K V-211 r2�>T5b (L/1 �`� W.I.C. �30 LAv. I ATTIC I 51-011PCL G. �N 8'_10° LAGC"SS1i 3'-4' O I ——J O 1R -1514- 1R -15H � pN 1 40�a8 BF. 40&8 BE. 1 _4 - 14'_4'1 5'-8' 2'-4' 3' -roil 3'-8" �'-10" 6'-4" 42" HIGH -I OPEN BEDROOM #3 BEDROOM #4 BALING d c0 8'-0" CLG. 8'-0' CLG. b LOW ( (CARPET) (CARPET) -' WALL W/ I 4n 1x& WE) — -------------- ----- _ GAP — --- --- -- OPEN TO 3050 -SN BELOW EGRESS .� 2x8 2x8 3050-5-i 3050 -SH. 3050-5H 1 III -�,"EG EG E55 E55 IC' -4" 12'-2' STAIR DATA 4'-0" 10'-6' (0'-1" 9'-4 1/2 z 4'-0' 16 RISERS a -1.5 15 TREADS � 9. 34'-C' 17 1 � I •------------------------------------------------------------ -- SEC-10ND FLOOR 1 NOTE: - DENS ARMOUR AT RATHROOMB. - PREFA5 5HOWER5/TU55 TO 5E SET IN T`A'PE 2 FOAM, 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL 32750 PH: 407-774-6078 FAX: 407-774-4078w ww.a bd es i gn gro u p. co m AA #: 0003325, SUBDIV. 8c LOT: TUSCA PLACE SOUTH LOT 2044 PROJECT# 1604.054 MODEL: "2200" GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN ARCHITECT STATE OF FLORIDA - JAN 2012 JAMES AIVTWELL AR 0 12079 III FRIN DATE: 01Z11/12 SCALE:1/4p3=-1$-0"' SHEET 0:Er3 . 25'-(o" BLDG. HGT. OLIr IS' -0" 2ND FL. 5RG. HGT. r 101-01, 2ND S'-8" 5RG. HGT. FRONT ELEVATION TEXTURED FINISH moll =ice 19c 99 OFF RIDGE VENT 1�5 x 25'-(0" BLDG. HGT. ,—(o" LAP SIDING ,,.--1"X4" TRIM 50ARP 18'-0" 2ND FL. ' 5RG. HGT. 1'-0" 1811Xro0" DECORAIVE APPLIED SHUTTERS 1X6 TRIM eOARD (T1'P.) 10"-0" 2ND F.F. 5RG. HGT. 11 (oil RAISED SAND TYP, 12"X48' DECORATIVE APPL IED SHUTTERS c� " 0'-0" FIN. FL -R. STONE VENEER, INSTALL PER MAN'F. SPECS 18'-0" 2ND FL. 18'-0" 2ND FL. 5RG. HGT.5RG. HGT. 11-01 r r, ,--------------,, 10"-0"2ND F.F. 10` -0" 2ND F.F.— S'-8' aRG. HGT. OL _ — — _ _ _ _ _ _ 8'-8" SRCa. HGT. r I � 0'-0" FIN. FLR. �, _ _ _ — — — — — 0'-0" FIN. FLR. REAR EVAT SII N TEXTURED FINISH AREA OF ATTIC = 1440 5Q. FT, NET FREES VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 1440/300 = 4.5 50. FT. &IBI.2 50. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = 5 X (0912 _ 345.& w (SALANCE TO 5E PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 115 5Q. IN. PER VENT TOTAL # Or- VENTS REQUIRED = (3) TOTAL # OF VENTS PROVIDED = (3) 1 COPT. COV. PATIO Pill A R C H IT E =TS L441 N. RONALD REAj LONGWOOD, FL PH:407-774-6FAX: 407-774-4www.abdesigngroAA #: 00033 BVBDIV. & LOT: TUCA PLACE SOUTH LOT 2644 PROJECT: 1664.054 MODEL,: "2200" GARAGE SWING: LEFT PAGE: FRONT & I RAR ELEVATION a C? ARCHITECT STATE OF FLORIDA JAN 1 V012 DATE: 01/11/12 SC ALE:1/401=1$-00" SKEET A C OP' j w x = C) 0 W LU ju p w z a z (P c ti cv BVBDIV. & LOT: TUCA PLACE SOUTH LOT 2644 PROJECT: 1664.054 MODEL,: "2200" GARAGE SWING: LEFT PAGE: FRONT & I RAR ELEVATION a C? ARCHITECT STATE OF FLORIDA JAN 1 V012 DATE: 01/11/12 SC ALE:1/401=1$-00" SKEET A C OP' j 15' -0" 2ND FL. .h BRG. HGT. 10"-0" 2ND FF. 6-5" 5RG. HGT. 0'-0" FIN. FLR. �,- LE T ELEVATION TEXTURED FINISH OFF RIDGE VENT I5'-0" 2ND FL. i3RG HGT INSTALL PER MAN'F. 5PEC5 18'-O" 2ND FL 5RG. HGT. - - - 12 1®"-0' 2ND F.F. 10"-0" 2ND F.F. .r, _ _ - - - - - - - - - I - .�`_ 8'-8" 5RG. NGT. 8'-8" BRG. NGT. �- - - - _ - - - - - - - - - - - -- V-0' BRCa. HGT. - aGARAGE I I I I 0'-0" FIN. FI. -R. 0'-0" FIN. FLR. lk Ili- _ - - - - - - - - - - - - -Ir "011 STONE VENEER, INSTALL PE's'. MAW=. SPECS RIGHT ELEVATION TEXTURED FINISH 0 AREA OF ATTIC = 1440 5Q. FT. NET FREEE VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 1440/300 w = 4.5 SQ. FT. (091.2 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5 X X91.2 x w 345.0 r � (BALANCE TO BE PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT TOTAL 0 OF VENTS REQUIRED = (3) TOTAL * OF VENTS PROVIDED = (3) 1 I I S'-8" let FLR - - 5RG. HGT. I I V-01 FIN. PLR. 0 ]PT. C IJV. PATIO LEFT SIMILAR ■ ■ A R C H d g E C r S Cosign G roup Inc. L441 N. RONALD REAGAN JVD, LONGWOOD, FL 3275 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.c_ o AA #: 0003325 r�— SU13DIV. & LOT: TUSCA PLACE SOUTH LOT 204 PROJE+CTik 1664.054 M0 DEL: "2200" GARAGE SWING: LEFT PACE: LEFT & DIGHT ELEVATION "C" ARCHITECT STATE OF FLORIDA JAN 1-3 /Z DAT 01/11/12' «SCALE: 1/4„_1,_0„ 1 .SHEET 5 c 0� w x w r � Q � w L � N w 0 O o z z l4 N6 (P � A � cis r�— SU13DIV. & LOT: TUSCA PLACE SOUTH LOT 204 PROJE+CTik 1664.054 M0 DEL: "2200" GARAGE SWING: LEFT PACE: LEFT & DIGHT ELEVATION "C" ARCHITECT STATE OF FLORIDA JAN 1-3 /Z DAT 01/11/12' «SCALE: 1/4„_1,_0„ 1 .SHEET 5 c 0� HEADER SPAN CHART CONNECTOR SCHEDULE 5'-0" TO SIMPSON 5TCR�1' APPLICATION DES. UPLIFT GRAVITY FASTNER >- META -16 1450 (I) 10d x 1 lit I -FLY/ (6) 16d 2 -PLY Z (2) META -16 Ig85 (10) 10d x 1 1/2 I -PLY 11400 (14) 16d 2 -PLY N I -ETA -16 1810 (9) 10d x 11/2 1 -PLY/ (S) 16d 2 -PLY V) HETA-20 1810 (9) 10d x 1 1/2 1 -PLY/ (S) 16d 2 -PLY TWO STOR'T' ,APPLICATION DOWN STAIRS 2035 (10) 10d x 1 1/2 1 -PLY NUMBER OF FULL LENGTH STUDS (2) HETA-20 2500 (12) 16d 2 -PLY SIZE MGT + 3965 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD CLEAR SPAN WGT-2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d t0 WOOD x 6 x S x 10 x 12 HOT -3 + 10630 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) led t0 WOOD LTA1 1420 (12) 10d x 1-1/2' VGT 4840 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' 1EM15ED), 66) 40151/4' X 3' t0 WOOD (2) VGT (2-PLT/3-PLT) 1185/8890 (2) 5/B' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' TO WOOD MTS -12 1000 (14) 10d x 1 1/2 W73 HTS -16 1150 (16) 10d x 1 1/2 � 14T6-20 1450 (24) 10d x 1 1/2 LSTA-12 ++ 925 (10) 10d LSTA-18 ++ 1235 (14) 10d (/) MSTA-18 ++ 1315 (14) 10d CL MSTA-24 ++ 1640 (18) led w MSTA-30 2050 (22) 10d (1 MSTA-36 ++ 2050 (26) 10d MSTI-36 3800 (36) 10d x 1 11.2 Q M6TI-48 5065 (48) 10d x 1 1/2 H6 950 (8) 8d TO PLATES, (8) 8d TO STUDS SP4 88,e, (6) 10d x 1 1/2' t0 STUDS � A33 '150 (4) 10d t0 BEAM (4) 10d TO POST. c� HCP2 6429 (6) 10d x 1-1/2' 1-110 999 (16) ad x 1-1/2 ABU 44 2200 66(',5 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EM5ED-) IN CONC. (12) 16d TO WOOD (/y ABU 66 2300 12000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC, (12n6d TO WOOD X LTTI9 +++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED-) IN GONG, (8)I0d TO WOOD O LTT20B 1625 (l) 1/2' Aj.g. IN HIGH STRENGTH EPDXY, (MIN. 1" M J IN GONG. (2) ' 15OLT TO WOOD 0 3610 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED-) IN CONC. (18) 10d x 1 I/2" TO WOOD Z < HT14 4235 (I) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN cCNC. ('18) I6d x 2 1/2' TO WOOD 43be (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC. (26) �0d x 1 1/2' TO WOOD HTTS 4610 (1) 5/6" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED) IN CONC. (26) 10d TO WOOD 50 o (i) 5/8" A.T.R. IN 141GWSTRENGTH EPDXY, BED CONC. 26) I&d x 2 17P TO WOOD 141-10011-806 2.5+ 11,445 1) I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED-) IN CONG., (24)9178 .s' x ' WOOD Sr-FrEWS �,. HDI 6480 (1)1/8' A.B. IN HIGH STRENGTH EPDXY (MIN. v EMBED-) IN GONG (3) ' STUD BOLTS t0 WOOD M1544A 396/11.25 3415 5330 (1) 3/4'A.T.R. IN HIGH STRENGTH EPDXY, IMIN. &.15' EMBEDMENT) IN C.M.U. TOP, (1)3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 675' EMBEDMENT) IN CM.U. FACE, (18)IOd TO BEAM V)M15HA V) LJ 5.50/1125 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 615' EMBEDMENT) IN GM.U. FACE, (IS)10d TO BEAM Z C210-3 (WOOD 11310 4000 31 (ROOF) 18-1/4" x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU, (10) 10d TO WOOD Z HUC410 (CMU) 1810 1 5085 19-1/4'x 2-3/4' TITEN ( 9 FER FLANGE) TO CMU (10) 10d TO WOOD HUC 210-3 1810 14000 18-1/4'x 2-3/4' Tlt N TO CMU ( 10) 1" TO WOOD HIGH STRENGTH EPDXY : SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMMEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST 15E FILLED SOLID w/ GROUT ++ 10d COMMON NAILS CAN BE SUk3STITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWAI5LE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION.. W +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' a A.T.R. ■ A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAILING SURE THAT THE PROPER CORROSION PROTECTION 16 USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -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 SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2011" "HIGH WIND -RESISTANT CONSTRUCTION C -HW I5 -R', T-ANCHORSPEC01, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE # MASONRY CATALOG C-2011 MIN HEADER SPAN CHART MINIMUM WALL AND HEADER ,�TTJD RE®UIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO SINGLE 5TCR�1' APPLICATION 4'-11 1/2" 1'-11 1/2" AND UP SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 D1:3L 2 x 6 x S x 10 x 12 UP TO 5'-4" 5'-4" TO 1'-0" 1'-0' TO 10'-0" AND OVER TWO STOR'T' ,APPLICATION DOWN STAIRS 3 NUMBER OF FULL LENGTH STUDS SIZE CLEAR SPAN DBL 2 D5L 2 DIBL 2 DBL 2 x 6 x S x 10 x 12 UP TO 5'-0" TO 6'-4" 6'-4" TO W-011 8'-0" AND OVER MINIMUM WALL AND HEADER ,�TTJD RE®UIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 8'-0" U.N.O. 4'-11 1/2" 1'-11 1/2" AND UP NUMI:3ER OF HEADER STUDS SUPPORTING END OFF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER i 3 FRAM INC; NOTES: 1. HURRICANE 5TR,4P5 TO 5E MANUFACTURED 5`'I' 51MP60N STRONG -TIE OR EaUAL, U.N.O. 2.T'1'PIC,4L HURRICANE 5TRAF=5 ,ARE Y46 FOLLOWS, UN.O: * TRU55 TO MA&ONR"'/CONCRETE 5HALL SE META -16 * FLOOR JOIST TO M,45ONR1'/CONCRETE 5H,ALL 5E HETA-I6 AT EACH END ,AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL 5E MTS -12 3,TRU55 TO TRU55 CONNECTIONS ,AND HANGERS SHALL 5E DESIGNED ,AND SUPPLIED 51' TRU55 MANUFACTURER. 4.REFER TO TRU55 MANUFACTURER15 SIGNED ,AND 5EALED DRAWINGS FOR LOCATIONS, FROF I LE, AND SIZE OF ROOF/FLOOR TRUSSES. S.HE,ADER 5F AN CHART 4 MINIMUM UJALL 4 HEADER STUD REQ. ARE 5T,AND,ARD U.N.O ON FRAMING PLAN MIN. 2X4 HIF GUT 5LOC<ING SECURED LU/3-iod GUN NAILS OR 3-1201 HAND DRIVES e EA, END. GUT PITCH 4 5EVEL TO FIT TIGHT TO TRUSS ,A5 E'ER ,AP,A REQUIREMENTS. I f� I FT2E FT2 I I I I I I If H -- � FT2 II - - - - - ,� II H FT2 I FT2— II II II II III GIRDER TO 4xS POST I= FT2 (2)WT620 IL POST TO SLAB FT2HTt4 (2)2x12 WOR - _ FT2 II� = FT2 II II _ FT2- H- _ FT2- ~ II II II FT2- H (2)2x12 II u�L u i II II II FT2,4 HL>R II �,H I (2)2x12 WOR Q = �- � (CANTILE i I NDR12 Cx1R1��R �4 POS ff A FTS�i - (2)WT820- POST TO SLAB _— _ _ FTI HTT4 II FTI II (CANTILEVER) FTI � - - ----EI-- _ _ FT 1 I II FTI (2)HETA-16 A q. A (2114ETA-16 _ FT1 - HHC�TI J56 m (37�410) JS�A Ilx� 011 II II y I� SII -SII- J3h -` J36 �� 12Y1x1 G� 0) \II \.O '-9 SF -11 11- All .9 C�j A CMU COL. HT 0 SII SII �'ll I'll SII II SECURE EA. REAM _4--t4--V --4- W� ETa16pLUMN W/ FLOOR FRAMING PLAN 2X8 LEDGER, TOP 0 9'-4". SECURE TO EACH FLOOR TRUSS W/(2) 4' X Na' LAG BOLTS W/2" WASHER 0 32' O.C. MAX FASTEN TRUSS TO BM W/ LSTA -12 0 32' O.G. 14UC410 SECURE HANGER TO BLOCK W/ 18 1/4'X2 3/4' TAPCONS (S PER FLANGE) 5IMP50N H10 2X12 15M TO 6X6 POST (2) MSTA-24 POST TO SLAB A5U-b6 WUC210-3 T2 - _ T2 - HUC210-3 III 11 d) COVERED PATIO DENOTE TR 155 WED BRACE REQUIRED. DENOTE RAT RUN 6 10'0/C MAX. — = DENOTE 24 5TRl)Nf BACK * 10'0/C MAX. (Simpson) or (Usp) G) HU626 Q HU62(o HHU54(o O THD46 NOTES: ®SECURE 2ND FLR STUDS TO GIRDER/FLOOR TRUSS W/ MSTA-30 0 32' O.C. © SECURE 2ND FLR STUDS TO FLOOR TRUSS BELOW W/ NTS -20 0 4S' O.C. SECURE 50TTOM PLT TO CMU 11111/2' ANCHOR © BOLT W/ 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY i" EMBED. MIN. 0 32" OC MAX. 2X4 BYE' 5EGUREU W/ (2) 106 NAILS WITHIN 5" OF EACH END, (1) 106 NAIL S" O.G. MAX. STAGGERED IN THE MELD HHGT1 TIRU55 FGT1 GIRDER TRUSS 2X4 NAILER TRUSS CONNECTION DETAIL SCALE: 3/4"=V-0" BRACING LEGEND EXTERIOR CABLE TO 5E ®BRACED W/2X4 E3LOCKING e 4'-0" O.C. (16T 2 SAYS) 4 2X4 5Y1P "2 X-5RACING. REFER TO TYPICAL DETAIL 5HT5 FOR BRACING REQUIREMENTS FASTEN 2X4 5YP 02 OR SPRUCE BEVEL CUT TO TRUSS TOP CHORD W/106 x 3" NAILS -s 6' O.C. NOTE: STAGGERED TRUSSES MARKED W/AN " " REQUIRE wE5 STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRU55 MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, 51ZE d REQUIRED FASTENERS. SOUTHERN 05/12/11 A R C H IT E C T S Design Group,ne. .L 114. nV1'4MLU' nF_M%AM11 ULVU LONGWOOD, FL 32750 PH: 407-774-6073 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU1�3DIV. & LOT: TUSCA PLACE SOUTH LOT 2044 PROJECT# 1664.054 MODEL• "2200" GARAGE SWING: LEFT PAGE: FLOOR FRAMING PLAN . ELEVATION A, B , & C AROHITECT- STATE OF FLORIDA JAN 1A Z012 DA 01/11/12 AL's: 1/4"=V-0" SHEET 16AO 31 W W W73 � Q � c� W �Lu �,. 4, oc a 1Ll z uU q t) lu 4 dl 2\(1 00 SU1�3DIV. & LOT: TUSCA PLACE SOUTH LOT 2044 PROJECT# 1664.054 MODEL• "2200" GARAGE SWING: LEFT PAGE: FLOOR FRAMING PLAN . ELEVATION A, B , & C AROHITECT- STATE OF FLORIDA JAN 1A Z012 DA 01/11/12 AL's: 1/4"=V-0" SHEET 16AO 31 HEADER SPAN CHART CONNECTOR SCHEDULE SIZE SIMPSON PSL 2 x & DES. UPLIFT GRAVITY FASTNER >- META -16 1450 (1) lod x 1 1/2 1 -PLY/ (6) Ibd 2 -PLY m ZU (10) loci x 11/2 I -PLY (2) META -16 (14) 16d 2 -PLY Q HETA-16 (9) 10d x 11/2 1 -PLY/ (8) 16d 2 -PLY TWO STORY APPL I C,4T ION DOWN STAIRS HETA-20 (9) lod x 1 1/2 I -PLY/ (8) 16d 2 -PLY CLEAR SPAN (10) 10d x 11/2 i -PLY UP TO 5'-0" (2) HETA-2) (12) lbd 2 -PLY k1420 5'-0' TO h'-4" MGT + (1) B/8" A.T.R. IN HIGH STR-!ENGTH EPDXY (MIN. I2' EMBEP), (22) 10d TO WOOF &'-4" TO S' -O' W -%T-2 + (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD S'-0" AND OVER HGT-3 + (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD LTA.) (12) loci x 1-1/2' vGT 4940 (1)5/!3" A.T.R. IN HIGH STRENGTH EPDXY (MIN, 12' EMBED), (16) SDS 1/4' X 3' TO WOOD lu (2)v 0.1-LYI3-FLY) 1185/8890 (2) b/S' AT -R. IN HIGH STREW4TH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3" TO WOOD MTS -12 1000 (14) 10d x 1 IR HTS -16 11b0 (16) I0d x 1 1/2 HTS -20 1450 (24)10d x 1 1/2 LSTA-12 ++ W5 (10) lod LSTA-18 ++ 1235 1 (14) 1od IJ) MSTA-18 ++ (14) 106 Q MSTA-24 ++ C18) loci META -30 !22) loci MSTA-36 ++ !26) loci (j K16,4O MSTI-36 (36) Iod x I W MSTI-48 (48) 10d x 1 l/2 H6 (8) 8d TO PLATES, (8) 8d TO STUDS SP4 (6) lod x 1 1/2' TO STUDS A33 (4) 10d TO BEAM, (4) 10d TO P06T. HCP2 645 (6) lod x I-1/2" O 4410 1-1/2 ABU 44 2200 6665 (1) 5/8'A.T.R. IN HIGH STRENGTH EPDXY (MIN 1' EMk'3ED.) IN CONC. (12) 16d TO WOOD ABU 66 2300 12000 (1) 5/6' A.T.R. IN HIGH STRENGTH EPDXY, (MIN, 1' EMBED.) IN CONC., (12Abd TO WOOD TTI$ +++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN- 1" FEMME " IN GONG, (SAOd TO WOOD � Tt20 +++ 1625 (1) 1/2' A.t IN HIGHS TH XY (MIN. 1"EMMDJ IN CONC. (2) Q t tQ WOOP = 3610 1 (1) 9/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (16) 10d x 1 1/2' TO WOOD Z HTT4 4235 (1)5/8' A.T.R. M HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC. (18) 16d x 2 1/2' To WOOD < d39 (1)9/8' A.T.R. IN HIGH STRM TH EPDXY, (MIN. i' EMSED.) IN CONC. (26) 10d x 1 1/1' TO WOOD }{Tp5 46-10 (1) 5/6' A.T.R. IN HIGH STREW *TH EPDXY, (MN. -1' EMBED.) IN CONC. (26)10d TO WOOD . 26) I&d x o W HHDQ11-SDS 29+ 11445 I) I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN.10' EMBED.)IN CONC., (24)8D5 4" x ' WOOD SCREWS API 6480 (1) 1/8' A.B. IN HIGH STRENGTH EPDXY (MIN. 1' EMLA+ED.) IN CONC. (3A, STUD BOLTS To WOOD MBHA 3.136/1125 3475 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15" EMBEDMENT) IN C..MIJ. TOP, (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.19' EMMDMENT) IN C.M.U. FACE, (18)10d TO BEAM 11-1 W(ID)10d MBHA 9$0/11.25 3415 5330 (1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 6.15" EmsEDMENT) IN C.M.U. TOP, " EMBEPMENT) IN GFACE, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15G.M.U. TO BEAM z HUC210-3 (WOOD 1810 3 (R�l 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) To CMU, (10) I04:1 TO WOOD = HUC410 (CMU) 1910 9089 18-1/4' x 2-3/4' TITEN ( S PER FLANGE) TO CMU (10) 10d TO WOOD HUC 210-3 1 1810 4000 I6-1/4' x 2-3/4' TITEN TO CMU ( 10) I0d TO WOO HIGH 87fENGtH EPDXY • SIMPSCN 'SET EPDXY-TIE". CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT 18 GREATER THAN 1" DEEP, THE vERTICAL CELL IN CMJU_ WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN SE S.IeOTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23y REDUCTION IN THE ALLOWABLE LOAD, WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' 0 A.T.R. - A -W ALL THREAD TROD )SIZE PROTECTION TYPE, LENGTH ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, ANIS CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE T44AT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / 44DG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHrrECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTOR$ C-2011" 'HIGH WIND -RESISTANT CONSTRUCTION C-HW09-R', T-ANCHOR6PEC01, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG 0-2011. HEADER SPAN CHART MINIMUM WALL AND HEADER gTTT-D REQTTTRFMENTS MAXIMUM HEADER SPAN (Ft.) SINGLE STORY APPLICATION SIZE CLEAR SPAN PSL 2 x & UP TO 5'-4" DSL 2 x 5 5'-4" TO -'-0' DSL 2 x 10 1'_0" TO 10'-0' DSL 2 x 12 10'-0' AND OVER TWO STORY APPL I C,4T ION DOWN STAIRS SIZE CLEAR SPAN D5L 2 x & UP TO 5'-0" DSL 2 X S 5'-0' TO h'-4" D5L 2 x 10 &'-4" TO S' -O' DSL 2 x 12 S'-0" AND OVER MINIMUM WALL AND HEADER gTTT-D REQTTTRFMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0' TO 5'-0" U.N.O. 4'-11 1/2' -1'-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER I 3 FRAMING NOTES: I. HURRICANE STRAPS TO 5E MANUFACTURED BY SIMPSON STRONG -TIE OR EaUAL, U.N.O. 2.TYF'ICAL HURRICANE 5TRAP5 ARE AS FOLLOWS, U.N.O. * TR,U55 TO M,45ONRY/CONCRETE SHALL BE META -1(b * FLOOR JOIST TO M,46ONRY/CONCRETE SHALL BE HETA-I(b AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL BE MT5-12 3.TRU5S TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRU55 MANUFACTURER. 4 -REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND 51ZE OF ROOF/FLOOR TRU55E5. 5.HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING FLAN �. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-12d HAND DRIVES e E,4. END. OUT 1 -ITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER AFF REOUIREMENT5. 1 nil �� II ;II II SII II ;II ;II ;II II II ;II SII SII II II 3 h J3 � II II II II II II II II II II II JS �1 �I�I��I�I�I�IIi�iu>•I�I��I■i■��I. 110A OVA PAN ala MAI 6w, A9 W64,01 TRUSS TO D5L STUD 05L STUD TO (2)2X4 BLOCKING BLOCKING TO CMU TRUSS TO 05L STUD 05L STUD TO (2)2x4 5LOCKINWG-X� BLOCKING TO CMU �I � I ROOF FRAMINGT PLAN J1 J5 J3 J1 TRUSS TO DBL STUD (2)MTS-12 DRL STUD TO (2)2X4 BLOCKING (i SISTA-24 BLOCKING TO CMU (2A4ETA-16 TRUSS TO DPL STUD (2JMTS-12 DBL STUD TO CMU (2)PETA-16 DENOTE M55 WEB BRACE REOUIRED, DENOTE RAT RUN A 1m' 0/C MAX. — = DENOTE 2X6 STR"BACK a 10'= MAX (61mpson) or (usp) Q HU52(o O HU526 HHUS4�o Q THD�'�^ SOUTHERN 05/12/11 A R C H I T E C T$ Grousign p Inc. 441. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup,.com AA #: 0003325 h w lu O � (si W uj ju o z z U d) lu N A � � �1 Q v 9U8DIV: L,OT: TLTSCA PLACE SOUTH LOT PROJECT 1664.05 MODEL.: ,2200 GARAGE SWING: LEFT PAGE: ROOF ]F'RAMI]�TG P L.AI�T ELEVATION' 9? 79 n 9'J c !9 ARCHITECT STATE OF FLORIDA ,JAN 13 PRIZ,ft DATE. 01/11/1 !SCALE: 1/4"= SHEET L)I ,�) )) a ELECTRICAL LEGEND 5YM50L DEFINITION NOTES f 125v OUTLET AMP 2 I SINCaLM POLE /L L 110V OUTLET 2199 SQFT GENERAL LIGHTING X3 VA PER SQFT 1/2 OF OUTLET 2 11oV OUTLET WIRED To 3000 1 SWITCH 1500 1 EQUN'Eo WITH GROUND FAULT 12000 IIOV OUTLET T � ISRTAN7 GFI 1 ItAM 1200 1 � WIRE / w,J j 22Vv OUTLET CONNECTION WP EXTERIOR GROUND FAULT CaFI WATERPROOF INTERRUPTER FIRST OUTLET 10000 SWITCH N 9719 SWITCH 3 -WAY OPER. 4 SWITCH 4 -WAY OPER. TON HEAT PUMP#1 28 AMPx 240 VA= WALL 15720 �1J MOUNTED --- LIGHT KW ELECTRIC HEAT AT 65% CEILING LIGHT 5 KW ELECTRIC HEAT AT 85% NET GENERAL LOAD VAPOR --- 19719 VP PROOF r RECESSED TOTAL LOAD CAN CALCULATED LOAD FOR SERVICE 32939 VA/240 V= 138 AMP 200 AMP SERVICE I CFM PER VENT. FAN SQ. FT. VENT. FAN 1 CFM 1- ER W/LIGHT so. FT. 7' LIGHT STRIP 4' LIGHT STRIP 0000vvvv ® 4' RECESSED FLUORESCENT 2-15UL15 WRAP LIGHT AROUND 2'FLUORESCENT = = = 4' FLUORESCENT CV 4' TRACK LIGHT ® PANEL METER SMOKE 13ATT.5ACK.-UP DETECTOR wl N TER - WALL 5ATT. t3ACK-UP MOUNTED w1 HARDWIRE DETECTOR CONNECTED BATT. 15ACK-UP CARESON wr HARDWIRE INTER - (95/CO MONOXIDE/ CONNECTED SMOKE DETECTOR SHALL ENE A COMBO DISTANCE OF NOT LESS THEN 4" FROM WALL PENDANT LIGHT NATURAL GAS 4 OUTLET TELEPHONE . JACK WATER HEAT. DISCONNECT AIR. GOND. A/C DISCONNECT El TELEVISION JACK REQUIRED TO BE SUPPORTED J O J -BOX IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING FAN/LIGHT REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL KP SECURITY KEYPAD PUSH- FOR 4Pg, BUTTON CHIMES NO ** LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO 51= VERIFIED -a HOMEOWNER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN ALL H,451T,451-E ROOMS TO BE ARG FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI a ISLAND (NOT ON KITCHEN CIRCUIT) * P15HLUASHER DISCONNECT TO 5E LOCKOUT IN PANEL * 5ATHROOM EXAUST FAN TO HAVE MIN, CAPACITY OF 50 CFM INTERMITTENT.(r-5C 200'1,RESIDENTIAL CODE T,A5LE M15063) * LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL BE NON METALLIC GABLE AS N.E.C. 2008 ARTICLE 300.(13) (2) * ALL RECEPTACLES TO ESE TAMPER- RE515TANT TYPE WP H'S. � I F f II GREAT ROOM —It --A-------- II � \\ CEILING MTD. LIGHT TO k5E INSTALLED, DINING \1 I I �r PROVIDE J-5OX ROOM FOR OPT. FAN TF OUTLET FOR DW. - _h - t-A- GFI GFI GFI GFI 1 KITCHEN D.W. NOOK FI I I I � Y � / CHIMES 1 \ RANGE FOi�T. � – —/– – – – GFI — GF 1 – REF.— — — — — TT OUTLET FOR o 44"A.F.F. �` 1 1 I I - I GI PWD �p� =- ' I FOYER l VJ1GF1 1 PANEL CLG. ! S OUTLET t U GARAGE - P.S. WP/� tai PORCH GFILj — — — — — — — — — — OUTLET FOR IRRAGATION --- �----------- TIMER WALL MOUNTED LIGHT 4 SWITCH / IN ATTIC / / -----------------.--- COACH LIGHT LIGHT ELECTRICAL PLAN — — — — — — — — — — — — — — — — CEILING MTD. LIGHT TO 15E INSTALLED, PROVIDE J -SOX FOR OPT. FAN I I COVERED PATIO WPI I CVERED PATIO 1, CONDI HS. OUTLET FOR DW. FI GFI GFI D.W. S� l KITCHEN �'F F1 NOOK — r ISLAND GFI 1 RANGE GFI GFI – I OPT R F_ WH. OUTLI=T FOR m — OPTION K[l T�C HE�N � r 200 Xlf= L-EC'T lC,4L_ fRl5EfR NOT TO SCALE. GENERAL NOTES: A. FELECTRICAL MATERIALS AND INSTALLATIONS+ SHALL COMPLY WITH APPLICA5LE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. S. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 200 AMP, 120/240 VOLT, 1 PHASE SECONDAR.,*-• ELECTRICAL SERVICE. PROVIDE 3 *2/0 COPPER (CU) IN 2" DIA SCHEDULE 60 PVC CONDUIT OR PROVIDE 3 *4/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED SY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO RID. NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC—FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE 3 *1 CU, 1 *(o CU GND 2" CONDUIT OR PROVIDE 3 *2/0 AL, 1 *4 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE A50VE SOFFIT Q OVERHANG.) GOMSINATION SERVICE 200 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 20OA/2 MCS TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 *4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.52(3). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD P ARCHiT'ECTS Design ign Gro pIn c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.607 FAX: 407-774-407 www.abdesigngraup AA #: 0003325 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE*D2) HOUSE PLAN: 2200 MODEL LOAD INFORMATION VA 2199 SQFT GENERAL LIGHTING X3 VA PER SQFT 5597 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 1 LAUNDRY CIRCUIT AT 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 W SUBTOTAL OF GENERAL LOAD 34297 FIRST 10 KVA OF GENERAL LOAD AT 100% 26997 10000 REMAINDER OF GENERAL LOAD AT 40% 24297 VA x .4 N 9719 TOTAL NET GENERAL LOAD 19719 4 TON HEAT PUMP#1 28 AMPx 240 VA= KC © Z cA 15720 2.5 TON HEAT PUMP#2 21 AMPx 240 VA= --- 10 KW ELECTRIC HEAT AT 65% 6500 5 KW ELECTRIC HEAT AT 85% NET GENERAL LOAD --- 19719 (P NET TOTAL HEAT 13220 TOTAL LOAD 32393 CALCULATED LOAD FOR SERVICE 32939 VA/240 V= 138 AMP 200 AMP SERVICE NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC—FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE 3 *1 CU, 1 *(o CU GND 2" CONDUIT OR PROVIDE 3 *2/0 AL, 1 *4 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE A50VE SOFFIT Q OVERHANG.) GOMSINATION SERVICE 200 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 20OA/2 MCS TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 *4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.52(3). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD P ARCHiT'ECTS Design ign Gro pIn c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.607 FAX: 407-774-407 www.abdesigngraup AA #: 0003325 SUBDIV. ,& LAT: TUSCA PLACE SOUTH LCT 2044 PROJECT# 1604.054 MODEL: ,2200" GARAGE SWING: LEFT PAGE; FIRST FLOOR ELECTRICAL PLAN �e ARCHITECT - STATE OF FLORIDA JAN 1/2012 - I JAMES i DATE: 01/11/12 SCALE: 1/4"-1)-0 SHEET 0 O� W Lu Z c�7 W W Q N q nU KC © Z cA Z Z 111 _. (P c CV SUBDIV. ,& LAT: TUSCA PLACE SOUTH LCT 2044 PROJECT# 1604.054 MODEL: ,2200" GARAGE SWING: LEFT PAGE; FIRST FLOOR ELECTRICAL PLAN �e ARCHITECT - STATE OF FLORIDA JAN 1/2012 - I JAMES i DATE: 01/11/12 SCALE: 1/4"-1)-0 SHEET 0 O� ELECTRIC,4L LEGEND S`rM50L DEFINITION NOTES 15E SUPPORTED 20 AMP �u,,,JJ (b 125v OUTLET SINQLE POLE I10v OUTLET AS SUCH FOR 1/2 OF OUTLET INSPECTION IIPv OUTLET WIRED TO W/ 50X MARKED SWITCH AS SUCH FOR cRaJND FMV1PAU�LT INSPECTION 644 110v OUTLET S GFI (TABTANT OPTIONAL SECURITY WIRE if- 22f0v OUTLET CONNECTION 4Pp, EXTERIOR GROUND FAULT GFI WATERPROOF INTERRUPTER * ALL RECEPTACLES IN ALL HA5ITAI5LE OUTLET PER NEC 210.12(b) (� SWITCH * DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL SWITCH 3 -WAY OPER. t4 SWITCH 4 -WAY OPER. PROTECTION FOR PERSONNEL ON FEEDERS WALL CABLE AS N.E.G. 2,x08 ARTICLE 300.(15) (2) * ALL RECEPTACLES TO 5E TAMPER- MOUNTED 1 LIGHT W CEILING LIGHT 1 vAPOR co�vp PROOF LIGHT r 110,,1 RECESSED CAN 1 CFM PER �i vENT. FAN SQ. Ft. VENT. FAN 1 CFM PER W/LIGHT SQ. FT. 2' LIGHT STRIP - 4' LIGHT STRIP FLuESCENDT a -BULK WRAP ® LIGHT AROUND 2' FLUORESCENT _ 4' FLUORESCENT 19 7 4' TRACK LIGHT ® PANEL METER a SMOKE BATT. SACK -UP DETECTOR RPWIRE W/ IN,TEER- WALL BATT. BACK-UP MOUNTED W/ HARDWSE SMOKE CONNECTED MATT.1'3ACK-UP CARBON W/ HARDWIRE INTER - �S/CO MONOXIDE/ CONNECTED SMOKE DETECTOR SHALL BE A COMBO DISTANCE O 4NOT FROM WALL q PENDANT d) lu LIGHT NATURAL GAS OUTLET TELEPHONE JACK, WH WATER HEAT. DISCONNECT AIR. COND. A/G DISCONNECT tv. TELEVISION JACK 0 2ND FLOOR ELECTRICAL PLAN. TO MAIN *V 311 VTR �? "I a "VTR 1 Via„a� PLUMBING RISER DIAGRAM p__ A R C H I T E C T$ Design Group ine. L441 N. RONALD MEAGANBLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bd es i gn grou p. co m AA #: 0003325 H REQUIRED TO 15E SUPPORTED J O J-�30X IN ACCORDANCE ScALE: 1/4"=1'-O" W/ L'OX MARKED AS SUCH FOR INSPECTION CEILING FAN/LIGHT GEILINQ DUX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ 50X MARKED AS SUCH FOR INSPECTION FLOOD LIGHT KP OPTIONAL SECURITY KEYPAD if- PUSH- FOR 4Pp, BUTTON CHIMES * LNOCA ION OF Tv JACKS t PHONE OUTLETS * FANS TO 5E VERIFIED * HOMEOWNER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN ALL HA5ITAI5LE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI o ISLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL * BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50) CFM INTERMITTENVF5C 200'I,RESIDENTIAL CODE TABLE M15063) * LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL DE NON METALLIC CABLE AS N.E.G. 2,x08 ARTICLE 300.(15) (2) * ALL RECEPTACLES TO 5E TAMPER- RESISTANT TYR=E 0 2ND FLOOR ELECTRICAL PLAN. TO MAIN *V 311 VTR �? "I a "VTR 1 Via„a� PLUMBING RISER DIAGRAM p__ A R C H I T E C T$ Design Group ine. L441 N. RONALD MEAGANBLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bd es i gn grou p. co m AA #: 0003325 H AR NO 12079 PRI T DATE: 01/L//11/12 W ScALE: 1/4"=1'-O" SHEET ui if- o N W UJ L~, lu a o z +- z q U d) lu E -i SUBIDIV. & I.OT: TUSCA PLACE SOUTH LOT 2044 PROJECT# 1664.054 MOTEL: "2200" " GARAGE SWING: LEFT PAGE -0 SECOND ]FLOOR ELECTRICAL PLAN ARCHITECTS STATE OF FLORIDA JAN 1-3Rp12 JAME �P 4-PNELL AR NO 12079 PRI T DATE: 01/L//11/12 ScALE: 1/4"=1'-O" SHEET LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE-UUALL OR 1 UJA`I' DIFFUSER SOLID LINE= SUPPLY TRUNK _ — BROKEN LINE= RETURN TRUNK BALANCING DAMPER OR OBD (� CEILING EXHAUST FAN O/A OUTSIDE AIR (f) THERMOSTAT N PASS THROUGH AIR GRILL PT & VERTICAL CHASE A/C SECURE STRAP TO UNIT SIMPSON WB CONG. W/ l2) -3/16"X2" ROLL STRAP TAP -GONE OR EQUAL SECURE STRAP TO CONC. SLAB UNIT W/ (2) #8x1 1/4 BHT MTL SCREWS 0 PLA NOTE: ALL HVAC TO HAVE PROPER �-� PANS W/DRAINS ATTIC 00 CEILING T y PLENUM— AIR AIR SUPPLY RETURN o y AIR HANDLE I EvAP. TRAY -if-,\ 11 y RETURN EXTERIOR WALL SUCTION AND LIQUID REFRIGERANT LINES -Aux. Drain Line - 3/4" PVC CONDENSATE DRAIN LINE ? —REFRIGERANT LINES TO CONDENSING UNIT — TRAP DRAIN LINE AND TERMINATE IN A APROVED DRAIN, AS PER FLORIDA MECHANICAL BLDG. CODE 200-1,301-2.1.1 HVAC NOTE& 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFC. REQUIRMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON-CONDITIONEP AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL SE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER 2001 FLORIDA MECHANICAL BLDG. CODE SECTION 603 3. ALL FLEX DUCTS SHALL ESE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA 'BOA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET. 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL OR OTHER MATERIALS AS PER 2001 FLORIDA MECHANICAL CODE SECTION 6P03 6. ENCLOSED SUPPORT PLATFORMS SHALL SE CONSTRUCTED IN ACCORDANCE TO 2001 FLORIDA MECHANICAL CODE &03.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SFAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH 2001 FLORIDA MECHANICAL CODE SECTION 403 S. ALL EXHAUSTED 15ATH ROOMS, SHALL HAVE UNDERCUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO !_QUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND ESE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL. DAMPERS SHALL BE INSTALLED TO MFC. RECOMMENDATIONS AND 2001 FLORIDA MECHANICAL, CODE SECTION 601 10. GRILLS AND DIFFUSERS SHALL ESE PROVIDED WITH BALANCING DAMPERS - 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. FIRNT FLOOR -MECHANICAL l_ -'LAN ALL BALANCING RETURNS ARE THROUGH WALL 4 OVER DOOR EXCEPT FOR MASTER BEDROOM IBM A R C H I T E C T S 41 N. RONALD REAGAN B L VD. LONGWOOD, FL 3250 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SV133DIV. & IAT: TUSCA PLACE SOUTH LOT 2044 PROJECT 1604.054 MG1DEL: 3,2200, GARAGE S WI14G-. LEFT IFAGFE: FIRS T & SECOND FLOOR MECHANICAL PLANS ARCHITECT STATE OF FLORIDA JAN /V5` zUlz _ 3DA2vE:: a 1 11 12 SCALE: 1/41$=11-01) SHEET 10 OP' o � U 0 � w j'A Q q n C) � O o Z c3 z z UZ_1 d z CIA SV133DIV. & IAT: TUSCA PLACE SOUTH LOT 2044 PROJECT 1604.054 MG1DEL: 3,2200, GARAGE S WI14G-. LEFT IFAGFE: FIRS T & SECOND FLOOR MECHANICAL PLANS ARCHITECT STATE OF FLORIDA JAN /V5` zUlz _ 3DA2vE:: a 1 11 12 SCALE: 1/41$=11-01) SHEET 10 OP' i DR HORTON HOMES SUBDIVISION: LOT BLOCK: *** 36" UPPERS *** DOOR STYLE: L= 18 BX PARTS: 1 - UF3 P 2 - UF3 WD 3 - BTK8 PRT 4-UM8BLD 1 - OCM8 BLD 1 - FP4834 PRT 1 - FL24 (VOIDS) 4 - CM8 BLD MODEL: 2200 DISCOVERY SERIES PG — of M --- - - - - -- ----- B33 ' ID - 15" W3336 W3024 149" GARAGE LEFT MARCH 2011 KITCHEN CABINET LAYOUT DR HORTON HOMES SUBDIVISION: LOT BLOCK: MODEL: 2200 DISCOVERY SERIES PG _ of OWNER BATHZBATH i CABINET LAYOUT GARAGE LEFT MARCH 2011 DR HORTON HOMES SUBDIVISION: LOT BLOCK: MODEL: 2200 DISCOVERY SERIES PG—of. OPT LAUNDRY UPPERS DOOR STYLE: L=2BX PARTS: 2=UF3 P 1 - UM8 BLD GARAGE LEFT MARCH 2011 OPT. LAUNDRY ROOM CABINET LAYOUT A R C H! r E C r$ Design Cay r0 p i nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU13DIV. & LCAT: 2011 DISCOVERY SERIES PROJECT# 1664.054 MODEL.- ;22200)) ODEL»»22OO)a GARAGE SIWI14G: LEFT PAGE: CABINET LAYOUTS mmmoe ARCHITECT- -STATE RCHITECTSTATE OF FLORIDA DATE: 1Q 20/11 SCALE: 1/4" =1' - 0" SHEET OF U w Dlu z z A � � SU13DIV. & LCAT: 2011 DISCOVERY SERIES PROJECT# 1664.054 MODEL.- ;22200)) ODEL»»22OO)a GARAGE SIWI14G: LEFT PAGE: CABINET LAYOUTS mmmoe ARCHITECT- -STATE RCHITECTSTATE OF FLORIDA DATE: 1Q 20/11 SCALE: 1/4" =1' - 0" SHEET OF I ami,--• . . 4' CONC., REINF. W/ 6'x6' •10 WWM OR FIBERMESH ON 6 -MIL POLY 4" ETHYLENE VAPOR BARRIER ON WELL q-C�OOMPACNTED,LCLEAN TERMITE T(1J QST gNT6 801`tACI-IAIRSBORA-CARE THICKEN EDGE 4 5CALE:I/2'=1'-0" M A 4' CONC., REINF. W/ 6'X6" 010 WU1M OR FIBERMESH ON 6 -MIL POLY 41 4' ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE GARAGE STEP- UP �J NON-BEARING SCALE= 1n'=1'-0" GRADE a' 4 ac 'a 4 ° a 4' CONC, REINF. W/ &'XLi' MICA WWM OR ° a F16ERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL-COMPACTEP CLEAN Y aY $Y JIY TREATEMENT SHALL BE BORA-CARE I in 2'-m' 4" , 'S RESAR ON CHAIRS 9 CONCRETE PAD Y pouRED LINTEL CONI. (TYP.) a' CMU FILLED CELL (TYP) 2X WALL FRAMING , ' (4)1$"X1' ANCHOR BOLtB or (4)VX1' J -BOLTS MIN. 13' EMBEDMENT W/ 2'XVXI/6' WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTAMLE RETROFIT) EXT. /INT. FRAME WALL TO 1 BLOCK WALL CONNECTION SCALE: In"•1'-m' (1) 05 REBAR SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. a 'q 4' CONC, RENF. W/ 6'X6' MV UW OR a'• FIBERMESH ON /&-MIL POLY A ETHYLENE VAPOR BARRIER ON °• •� WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE TYP. RETROFIT FOR A OMITTED DOWELS SCALE: in'=I'-V SECURE BT. PLATE TO SLK W/ I' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. w 32' OC MAX. ° °�. as • y 4' CONC, REINF. W/ 6'x6' 010 WWM OR FIBERMESH ON 6 -MIL POLY X ETHYLENE VAPOR BARRIER ON F WELL -COMPACTED CLEAN TERMITE U 4' 5" 4' TREATEMENT SHALL BE BORA-CARE 1 -4' (2) its RESAR ON CHAIRS 1 -STORY FOOTING 2 AT L. B. W. W UPLIFT SCALE: 1/2"•I'-0" STUDS 16' O.C. MAX 5 1/2" * HEAD OF GARAGE VARIES WITH SLOPE SECURE MT. PLATE TO SLAB W/' ANCHOR 1EOLT W/ 2" WASHER SET IN w SIMP3ON HIGH STRENGTH EPDXY T' �t EMBED. MIN. * 32' OC MAX. 4' CONC, REINF. W/ 6'x6" k10 ULM OR FIBERMESH ON (P -MIL POLY µit ETHYLENE VAPOR BARRIER ON f 2 WELL -COMPACTED CLEAN TERMITE C� 4" 8' 4' 4' TREATEMENT SHALL BE 50RA-CARE 1'-4" (2) Mt RESAR ON CHAIRS GARAGE STEP-UP 1 -STORY L. B. W. SCALE: Ifd"=I'-fd' I` RECESS FOR p.•--•SLs.P. TRACK W FINISH FLOOR W q�� a•�. q �• ' JS a. • •a 1 O SLAB AT S. G. D. SCALE: 1"•1'-0' SECURE BT. PLATE TO BLAS W/" ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STREN!XTH EPDXY 1' EMBED. MIN, * 32' OC MAX. ° 4' CONC, REINK W/ 6'Xb' 010 WWM OR FIBERMESH ON 6 -MIL POLY T ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE M 0 TREATEMENT SHALL BE BORA-CARE (3) "5 RESAR ON CHAIRS 1,_Gy 2 --STORY FOOTING AT L. B. W. SCALE: 1/2 P-0 SECURE BT. PLATE TO SLAB WI 10d CUT NAILS/ MASONRY NAIL * 32" O.C. MAX J' t4' ° 4' CONC, REINF. W/ b'X6' "10 WLIM OR FIBERMESH ON 6 -MIL POLY zETHYLENE VAPOR BARRIER ON L WELL -COMPACTED CLEAN TERMITE O 8' ¢, TREATEMENT SHALL ME SORA -CARE f2) "3 RESAR ON CHAIRS 1 -STORY FOOTING AT L.B.W. W NO -UPLIFT SCALE: In 1'-D' 5 In' * HEAD OF GARAGE (1) 49� RESAR VERTICALLY W/ CONC. VARIES WITH SLOPE POUR CELL SECURE BT. PLATE t0 SLAB W1 STUDS 16' O.C. MAX R-4.2 INSULATION ANCHOR $OLT W/ 2' WASHER SET IN 1/2' GYP. WL. BD. EXTENPED SLAM 1 1/2' CUR'S HEIGHT VARIES TEXTURED FINISH a , EMBED. MIN. 0521 Oc MAX. a' CMU �a N Lu ANCHOR BOLT W/ 2' WASHER SET IN 1n' GYP. WL. BP• SIMPSON HIGH STRENGTH EPDXY 1' I WOOD BASE EMBED. MIN. * 32' OC MAX. r a• a •b 4' CONC., REINF. W/ 6'x6` 010 WWM OR a FIBERMESH ON 6 -MIL POLY •° a A ETHYLENE VAPOR BARRIER ON ° 4' CONC, REINF. W/ 6'x6' MD UUM ORu1 = WELL -COMPACTED CLEAN TERMITE •' a • 4' CONIC, REINF. W/ 6'xb' 010 ULM OR FIBERMESH ON 6 -MIL POLY Z TREATMENT SHALL I* BORA-CARE FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON ' ETHYLENE VAPOR HARRIER ON •7�- EiK b 4' 4' S' 4' WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CAR= TREAT5MENT SHALL BE BORA-CAR= (2) "5 REHAR ON CHAIRS Z (2) *3 RE15AR ON CHAIRS I'-4' b' 1 -STORY FOOTING W BLOCK WALL 1 SCALE: 1/2'-V-0' ami,--• . . 4' CONC., REINF. W/ 6'x6' •10 WWM OR FIBERMESH ON 6 -MIL POLY 4" ETHYLENE VAPOR BARRIER ON WELL q-C�OOMPACNTED,LCLEAN TERMITE T(1J QST gNT6 801`tACI-IAIRSBORA-CARE THICKEN EDGE 4 5CALE:I/2'=1'-0" M A 4' CONC., REINF. W/ 6'X6" 010 WU1M OR FIBERMESH ON 6 -MIL POLY 41 4' ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE GARAGE STEP- UP �J NON-BEARING SCALE= 1n'=1'-0" GRADE a' 4 ac 'a 4 ° a 4' CONC, REINF. W/ &'XLi' MICA WWM OR ° a F16ERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL-COMPACTEP CLEAN Y aY $Y JIY TREATEMENT SHALL BE BORA-CARE I in 2'-m' 4" , 'S RESAR ON CHAIRS 9 CONCRETE PAD Y pouRED LINTEL CONI. (TYP.) a' CMU FILLED CELL (TYP) 2X WALL FRAMING , ' (4)1$"X1' ANCHOR BOLtB or (4)VX1' J -BOLTS MIN. 13' EMBEDMENT W/ 2'XVXI/6' WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTAMLE RETROFIT) EXT. /INT. FRAME WALL TO 1 BLOCK WALL CONNECTION SCALE: In"•1'-m' (1) 05 REBAR SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. a 'q 4' CONC, RENF. W/ 6'X6' MV UW OR a'• FIBERMESH ON /&-MIL POLY A ETHYLENE VAPOR BARRIER ON °• •� WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE TYP. RETROFIT FOR A OMITTED DOWELS SCALE: in'=I'-V SECURE BT. PLATE TO SLK W/ I' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. w 32' OC MAX. ° °�. as • y 4' CONC, REINF. W/ 6'x6' 010 WWM OR FIBERMESH ON 6 -MIL POLY X ETHYLENE VAPOR BARRIER ON F WELL -COMPACTED CLEAN TERMITE U 4' 5" 4' TREATEMENT SHALL BE BORA-CARE 1 -4' (2) its RESAR ON CHAIRS 1 -STORY FOOTING 2 AT L. B. W. W UPLIFT SCALE: 1/2"•I'-0" STUDS 16' O.C. MAX 5 1/2" * HEAD OF GARAGE VARIES WITH SLOPE SECURE MT. PLATE TO SLAB W/' ANCHOR 1EOLT W/ 2" WASHER SET IN w SIMP3ON HIGH STRENGTH EPDXY T' �t EMBED. MIN. * 32' OC MAX. 4' CONC, REINF. W/ 6'x6" k10 ULM OR FIBERMESH ON (P -MIL POLY µit ETHYLENE VAPOR BARRIER ON f 2 WELL -COMPACTED CLEAN TERMITE C� 4" 8' 4' 4' TREATEMENT SHALL BE 50RA-CARE 1'-4" (2) Mt RESAR ON CHAIRS GARAGE STEP-UP 1 -STORY L. B. W. SCALE: Ifd"=I'-fd' I` RECESS FOR p.•--•SLs.P. TRACK W FINISH FLOOR W q�� a•�. q �• ' JS a. • •a 1 O SLAB AT S. G. D. SCALE: 1"•1'-0' SECURE BT. PLATE TO BLAS W/" ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STREN!XTH EPDXY 1' EMBED. MIN, * 32' OC MAX. ° 4' CONC, REINK W/ 6'Xb' 010 WWM OR FIBERMESH ON 6 -MIL POLY T ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE M 0 TREATEMENT SHALL BE BORA-CARE (3) "5 RESAR ON CHAIRS 1,_Gy 2 --STORY FOOTING AT L. B. W. SCALE: 1/2 P-0 SECURE BT. PLATE TO SLAB WI 10d CUT NAILS/ MASONRY NAIL * 32" O.C. MAX J' t4' ° 4' CONC, REINF. W/ b'X6' "10 WLIM OR FIBERMESH ON 6 -MIL POLY zETHYLENE VAPOR BARRIER ON L WELL -COMPACTED CLEAN TERMITE O 8' ¢, TREATEMENT SHALL ME SORA -CARE f2) "3 RESAR ON CHAIRS 1 -STORY FOOTING AT L.B.W. W NO -UPLIFT SCALE: In 1'-D' 5 In' * HEAD OF GARAGE TEXTURED FINISH VARIES WITH SLOPE R-11 INSULATION MIN. SECURE BT. PLATE t0 SLAB W1 STUDS 16' O.C. MAX ANCHOR $OLT W/ 2' WASHER SET IN 1/2' GYP. WL. BD. EXTENPED SLAM 1 1/2' CUR'S HEIGHT VARIES SIMPSON HIGH STRENGTH EPDXY'l' WOOD BASE 1/2' RECESS FOR SERVICE PR EMBED. MIN. 0521 Oc MAX. SECURE BT. PLATE TO BLK W/" N Lu ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' 0 EMBED. MIN. * 32' OC MAX. r •° a ° 4' CONC, REINF. W/ 6'x6' MD UUM ORu1 = •' a • 4' CONIC, REINF. W/ 6'xb' 010 ULM OR FIBERMESH ON 6 -MIL POLY Z FIBERMESH ON 6 -MIL POLY FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON ' ETHYLENE VAPOR HARRIER ON •7�- ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE b 4' 6' b' 4' WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CAR= TREAT5MENT SHALL BE BORA-CAR= in U Z (2) *3 RE15AR ON CHAIRS (3) iS REMAR ON CHAIRS b' iY1 GARAGE STEP-UP P_aY SLAB AT GARAGE 6A 2 --STORY L.B.W. SERVICE DOOR SCALE. 1/21=11-01 SCALE: 1/2'm -l'-0' RECESS FOR I GARAGE POOR 4" CONC, REINF. W/ 6'x6` 010 ULM OR FIBERMESH ON 6 -MIL POLY 1'-0' ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (1) 05 REMAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE= 1 SHOWER RECESS FOOTER SCALE: I"• I'-0' CAULK AND SEAL GAS LINE 1 J, Pvc SLEEVE FOR GAS LINE 61 e" CMU DRYWALL WOOP MASE r A, q ql a" • a , Ci V 8 . 10. TEXTURED FINISH R-11 INSULATION MIN. STUPS 16' O.G. MAX 1/2" GYP. WL. BD. WOOD BASE. ECURE BT. PLATE TO SLK W/ ANCHOR BOLT W/ 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1" a� 0 EMBED. MIN. * 32" OC MAX. f- .l q -A • ' 4' CONC, REINF. W/ 6'xb' +10 WWM OR FIBERMESH ON 6 -MIL POLY �. ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE 50RA-CARE $Y 4Y�41 (2)''N�.REBAR ON CHAIRS Y+1 1,-4y 1 -STORY FOOTING 3 W FRAME WALL SCALE: in`=1'-0" lU Ob RESAR VERTICALLY Wl CONC. z VPOUR CELL 4. 0CURB HEIGHT VARIES q.• >z d q a 4' GONC., REINF. W/ b'x6090 WU1M OR FIBERMESH ON ib -MIL POLY ° ETHYLENE VAPOR BARRIER ON 4 WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE SORA -CARE zL 4' !3' 4' (2) 45 RESAR ON CHAIRS its Q U 1 -STORY FOOTING 8 AT GARAGE SCALE: V2"=I'-0' ( 1) *3 RESAR VERTICALLY W/ GONG. FOUR CELL R-42 INSULATION Z TEXTURED FINISH a' CMU ' 1n' GYP. WL. SP. r ' WOOD BASE d 4' CONIC, REINF. W/ 6'X6' *10 ULM OR I q FIBERMESH ON 6 -MIL POLY A ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (3) 45 REBAR ON CHAIR$ M 4' 6' 6' 4" u 2 -STORY FOOTING 1 W BLOCK WALL $GALE: 1/2' a l' -(D" TIE VERTICAL RESAR TO HORIZONTAL RESAR W/ S' HOOK GROUTED BOND BEAM ]I� VARIES PER ELM E °' •A o r f2) *5 R7=BAR ON CHAIRS 4 GAS LINE 1 RU BLOCK (-STORY . � (3) *3 14EBAR ON CHAIRS SCALE: 0' (I) 5 1m13AR VERTICALLY W/ CONC. POUR CELL a' R-4? INSULATION 8' CMU 1/2' GYP. WL. BD. WOOD BASE CLEANOUT REGUIRED �µ4' CONIC., REINR W/ 6'xb' w0 WlJI1 OR d a FOR INSPECTION n FIBERMF-SH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON -0. ' . • a JI th WELL -COMPACTED CLEAN TERMITE TREATED FILL °.. I •: qaOL 0-0" FIN. FLR. ° a l2) w3 RESAR A 1 -STORY d� q.. •'a • .°8 .a .;� ° TIE VERTICAL RESAR (3) •5 RES4P2 AR -STORY (1) "9 VERT_ DOWEL LAPPED W/ 130NP SEAM yp ° 6" F'vC CHASE THRU FQOTING ° : ° , • 4 _: . •. a TO HORIZONTAL : e ' TSAR W/ S' HOOK OUTSIPEIBAR TO BE fU "B RESAR AT CORNERS — CONTINUOUS W/ i �� 'wp_ �• •. J W/ 2b' LAP MIN. '�•' . J"--, � r'� ' q• TL 1 -STORY ° . •q. . d 44' a' 4" (2)'5 Ic`'MBAR ON CHAIRS N1 V I,_4Y 2 -STORY (3) W+3 RESAR ON CHAIRS 2'-,' MIN LAP PIPE THROUGH TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL REBAR LAP AT FOOTING r AT LINTEL CORNERS W BLOCK WALL�j REINFORCING SCALE:Il1'=I'-0' V SCALE: SGALE:1n`=1'-0` lJ SCALE.In'.I'_fAy AI,L ]EXTERIO R �'O O r7C']ER AT F'I][�TI I-�C LAB' 'T'CJ 13 El MI1�T. 12 �E]CO W TT7L�•TD]['TgTRL�]EL� OIL 2 -STORY FOOTING A W FRAME WALL (1)'S REBAR VERTICALLY W1 CONC. POUR CELL 8" cMu z CURB HEIGHT VARIES TL IL 4' CONC., REINF. W/ 6'Xb' 010 WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CAR= q[ ° " �� • i l3) +5 RESAR ON CHAIRS i li1l T 4' 6' b' 4' e. 2 -STORY FOOTING A AT GARAGE SCALE: 1/2"=1'-0' 14 NOT USED GROUTED BOND BEAM VARIES MR ELEV. ° '' TIE VERTICAL R TSAR ' TO HORIZONTAL J 8.. REBAR W/ 8' HOOK VARIES PER ELEv. P GROUTED BOND BEAM , q e, • 'q, q aSaq •a Q a J1..a °•' CLEANOUT R5=11RED ° • FOR INSPECTION z � A• 4,0'-0' FN. FLR. p :` q6 ; ' ° q • ' a • q TIE VER'T'ICAL RESAR . •. : TO HORIZONTAL " • °' A,e' REMAR W/ 6' HOOK ° r f mV HORIZONTAL/VERTICAL REINFORCING AT �+ BEARING CHANGE SCALE: In' • I'-0' ARC_HITECTSA 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 SUDDIV. a I07%: TUSCA PLACE SOUTH LOT '204-4 PROJECT 1664.0)54 MODEL: "2200" GARAGE SWING: LEFT P.&GE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT. STATE OF FLORIDA JAN A x'2012 DATE 01 11 12 SCALE: 1/4" =1' - 0" SHEET D I O1r c(2" 3 TEXTURED FINISH R-11 INSULATION MIN. STUDS 16' O.C. MAX 1/2' GYP. WL. BD. WOOD BASE SECURE BT. PLATE TO BLK W/" ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' 0 EMBED. MIN. * 32' OC MAX. r •° a •' a • 4' CONC., REINF, W/ 6'X6' el0 WWM OR 1 FIBERMESH ON 6 -MIL POLY ' ETHYLENE VAPOR HARRIER ON WELL -COMPACTED CLEAN TERMITE Ti ATEMENT SHALL BE SORA -CARE M4" U' 6' b' 4 (3) 455REBARON CHAIRS P_aY 2 -STORY FOOTING A W FRAME WALL (1)'S REBAR VERTICALLY W1 CONC. POUR CELL 8" cMu z CURB HEIGHT VARIES TL IL 4' CONC., REINF. W/ 6'Xb' 010 WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CAR= q[ ° " �� • i l3) +5 RESAR ON CHAIRS i li1l T 4' 6' b' 4' e. 2 -STORY FOOTING A AT GARAGE SCALE: 1/2"=1'-0' 14 NOT USED GROUTED BOND BEAM VARIES MR ELEV. ° '' TIE VERTICAL R TSAR ' TO HORIZONTAL J 8.. REBAR W/ 8' HOOK VARIES PER ELEv. P GROUTED BOND BEAM , q e, • 'q, q aSaq •a Q a J1..a °•' CLEANOUT R5=11RED ° • FOR INSPECTION z � A• 4,0'-0' FN. FLR. p :` q6 ; ' ° q • ' a • q TIE VER'T'ICAL RESAR . •. : TO HORIZONTAL " • °' A,e' REMAR W/ 6' HOOK ° r f mV HORIZONTAL/VERTICAL REINFORCING AT �+ BEARING CHANGE SCALE: In' • I'-0' ARC_HITECTSA 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 SUDDIV. a I07%: TUSCA PLACE SOUTH LOT '204-4 PROJECT 1664.0)54 MODEL: "2200" GARAGE SWING: LEFT P.&GE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT. STATE OF FLORIDA JAN A x'2012 DATE 01 11 12 SCALE: 1/4" =1' - 0" SHEET D I O1r c(2" 3 SEALANT -- 3/SII -EXPANSION STRIP— FREE OF MORTAR PANEL ANCHOR 1/4" EXP. BOLT TUJO PER ANCHOR PANEL ANCHOR SEALANT lil D WALL FRAME SHOUJN HERE FOR ILLUSTRATIVE PURPOSES ONLY. WALL FRAMING CAN BE CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND PANEL ANCHOR STYLE CONSTRUCTION SECURE 2xb MIN, TO BLK W/ (2) V ANCHOR BOLT W/ 2' WASHER SET IN 51MPSON HIGH STRENGTH EPDXY 4' EMBED. on SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS. pp 2X6 GARAGE DOOR BUCK W/ (3) ,�'X8' J-5OLT5 4' EMBEDMENT MIN. W/ 2'X2'X3/a WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING. 1-2X6 Pt BLOCK w CENTER OF DOOR HEADER W/(I) X'X8' J-5OLT5 4" EMBEDMENT W/ 2'X2 '56o' WASHER ANP NUT ® o GARAGE DOOR 0 BUCK ATTACHMENT SCALE: 8 NOT USED LINTEL PLATE 3/5" EXPANSION STRIP FREE OF MORTAR LINTEL SEALANT TO BE MIN. 1/2' DEEP SEE NOTE EXPANSION STRIP PANEL ANCHOR GLASS BLOCK NOTE: THIS DIMENSION IS DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMO ER A5OVE THE GLASS CLOCK. PANEL REINFORCING e EVERY OTHER 5ED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL SUT NOT ACROSS EXPANSION JOINTS GLASS BLOCK POSITION WI -1/4" 5-4 HEX WASHER HEAD UJITH ANTI-CORR05IVE COATING TIGHT TO SEND OF ANCHOR AND END OF SLOTTED HOLE TYPE 5 OR N MORTAR 1/4" MIN. 1/2" MAX. PANEL RE INFORC ING MORTAR ASPHALT EMULSION 1-3/4" X 20 GAUGE X 24' LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL 2X4 SECURED TO GABLE END W/(2)12d*EA. UPRIGHT 2X4 SECURED TO GABLE ENG W/(2)12d folk -8" O.C. L-30,0 GABLE BLOCKING TRU55 ' 2x4 BLOCKING * EA. RAFTER L-30 EA. RAFTER H2B EA. RAFTER 2x4 RAFTER m 24" O.G. 2x4 FRAMING (TYP) FRAMED OVERHANG SPARK ARREST 2'-41/2' PER MANUFACTURER 1X2 Pt. TOP OF BOX — DBL. TOP PLATE C I I I I 2X4 STUD II II II TEXTURED FINISH OVER PAPER BACK EXP. MET. LATH. W/ ON O.S.B. 5HEATHING OR J" CDX PLYWOOD PRE. ENG. TRU55 1 A PLAN VIEW SCALE: 1/2'- 1' -0' 51MP5ON H-5 (MIN.) -2 2X4 t0 TRU55 PRE. ENG. TRUSS $P4 OR H-5 TOP PLATE TO STUDS '-0" ABv. IC' -C' LEVEL TO ROOF )R 2'-0' ABv. HIGHEST RIDGE WITHIN I0'-0' SIMP50N H-5 (MIN.) w 2X4 TO TRUSS CHIMNEY DETAILS SCALE: 1/2' =1'-C' PRE -ENG TRU55E5 W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS a 16' O.G. MAX SIMPSON L5TA-12 a EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS -m 1(p" O.G. MAX W/ SHEATHING. SHEATHING TO BE WITHIN �' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND 5PECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY a A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 12'O.C. STAGGERED 5P4 OR H5 a TOP AND BOTTOM PLATES m EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP t0 TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND TYP. EXTERIOR WINDOW/. FLR. LINE. OR OPENING WD FRAMED 9�m SCALE: NAILING SCHEDULE ROOF DIAPHRAGM USE '1/16' 0.5.8. OR 1/2" CDX PLY WITH *8 RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND *8 RING SHANK GUN NAILS AT b"O.C. AT INTERMEDIATE SUPPORT'S. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE *8 GUN NAILS a 4' O.C. EXTERIOR SHEATHING USE 1/16' 0.5.15. OR 1/2" PLY WITH 05 RING SHANK GUN NAILS AT (b" O.C.AT PANEL SIDES AND *S RING vHANK GUN NAILS 4" O.G. TOP 4 BOTTOM 2X4 DBL tOP PLATE PANEL AND *8 RING SHANK GUN NAILS AT 6' D.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. 2x4 METAL STUD NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED A5 AN 24' O.G.ACCEPTABLE FASTENER FROM ANY MANUFACTURER. 1/2" DRY WALL N,4IL. REQUIf EMENT5 2X416' O.C. MAX 2X4 PT. "* BT PLATE SIZE HEAD LENGTH 01,4. TENSILE STR 5d ROUND,MODIFIEO 1 -1/5' .113 1.10 00 OR T .:> � 1Dd ROUND;MODIFIED 21/5" .128 170000 2 " DIA. WASHER 232''O.C. MAX OR T a o TOP CORD BLOCKING AT 4' ;r O.G. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. 1) tu5 SECURE 2x TO BLOCK W/ (2) &' TAPCON5 OR DRIVE PIN (MIN SHANK 51ZE .145) (MIN EMBED. 1 J') o WITHIN 8' OF EACH END AND IV O.G. MAX m SPACING. " O.S.B. SHEATHING OR--"" CDX PLYWOOD 2x4 BLOCKS ' CMU WALL ARCH WINDOW FRAME A SECTION SCALE: I/2"-1'-®' NOTE: TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT m OPENINGS •B RING SWANK GUN NAILS 4' O.G. TOP 4 BOTTOM EDGES W/ NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRU5 1/2" A.B MIN. I' EMBEDMENT STAPLE, NAIL 4 TOOL ASSOCIATION ROOF SHEATHINGki .:> � 1 0113 INCH NOMINAL SHANK DIAMETER U 2 " DIA. WASHER 232''O.C. MAX 2 RING DIAMETER OF 0012 OVER SHANK DIAMETI=R a o y *5 REBAR CONT. 3.16 TO 20 RINGS PER INCH 4 0,250 INCH FULL ROUND HEAD DIAMETER z� a 7 5 2 INCH NAIL LENGTH L 0 �D (�WOOD FRAME TO BLK. e� SCALE: IJ2'-1'-0" F,00F 5HE ATH I I SIG L, "'TOUT �, BUILDING LENGTH 51RAC INCA FOR GA5LE EN1,) EfR,41 11NCi FOR SECURE 2x TO BLOCK W/ (2) &' TAPCON5 OR DRIVE PIN (MIN SHANK 51ZE .145) (MIN EMBED. 1 J') o WITHIN 8' OF EACH END AND IV O.G. MAX m SPACING. " O.S.B. SHEATHING OR--"" CDX PLYWOOD 2x4 BLOCKS ' CMU WALL ARCH WINDOW FRAME A SECTION SCALE: I/2"-1'-®' NOTE: TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT m OPENINGS •B RING SWANK GUN NAILS 4' O.G. TOP 4 BOTTOM EDGES w U yo o d z� 7 E PRE TRUB MT5- 'I/1fo 2X4 BTM. PLA' MTS - 32" C TRU55 2X4 DBL. TOP PLATE 2X4 STUD 16" O.G. 1/2' A.B. W/ MIN. 7' EMBEDMENT LOCATE b' -S' FROM ENDS AND 32" O.C. MAX. TEXTURED FINISH META -Ifo 8" CMU WALL KNEE WALL DETAIL TO BLOCK SCALE: 1/2' =1' - P' r 2X4X4' SECURE t0 TRUSS W/ 3-126 fo'-S' O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2-126 - SECURE TO BLK W/ META -16 2'— O" EXT' SCALE: *8 RING SHANK GUN NAILS 0 6' Ot. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) C*S 2' DECK SCREWS m O.G. MAX 0 EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T4G 5U8 -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE -ENG. TRUSS —"r PBL. 2X TOP PLATE "I/Ifo" 0.5.8. 2X BLOCKING+ ' TOP OF "1/1611 O.S.B. 2X STUDS 16" O.C. MAX. 2X BTM. PLATE 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS 2X4 a TOP 4 BOTTOM CONT. HETA-16 BLK. WALL I�1, CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK. W/ 1/4' GAP FROM BLK. TO O.S.B. ® HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. SHEATHING 0 TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW 0 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: 1/2'- I' -C' A R C H I T E C T S Design rou p Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SLTHDIY. 8c IAT: TUSCA PLACE SOUTH LOT 2044 PROJECT# 1664.054 MODEIa. "2200" GARAGE SWING—. LEFT PAGE: misc. DETAILS ARCHITECT- STATE OF FLORIDA DATEd/ O1 11 12 SCALE: 1/4)$=11-01) SHEET OP' w ju oO w D N Z D 4w CIO d) lu 44 IP N q � � �, ctis SLTHDIY. 8c IAT: TUSCA PLACE SOUTH LOT 2044 PROJECT# 1664.054 MODEIa. "2200" GARAGE SWING—. LEFT PAGE: misc. DETAILS ARCHITECT- STATE OF FLORIDA DATEd/ O1 11 12 SCALE: 1/4)$=11-01) SHEET OP' FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN BLOCKING BETWEEN OVER 015 FELT PAPER ON TRUSSES AT FIRST TWO f3AYS F15FERGLA66 SHINGLES TRUSSES AT FIRST TWO EAYS F1_l as.5. SHEATHING OR ? OVER 015 FELT PAPER ON 41-o" O.G. (AT SHEATHING & 4'-V O.C. (AT SHEATHING 0.5.5. SHEATHING OR SEAMS) CDX PLYWOOD 5ECURED SEAMS) PER NAILING SCHEDULE CDX PLYWOOD SECURED PRE -ENG G,45LE TRU55 PRE -ENG GABLE TRU55 PER NAILING SCHEDULE CURED W/ (2) F.T. 1x2 W1 MTL. DRIP EDGE 2x4 NAILER MTL. DRIP EDGE CONT, 2x4 RAT RUN SE F15ERGLA55 SHINGLES 2x4 5U5 -LAND CONT. 2x4 RAT RUN SECURED 2x4 5U8 -BAND -- ---- 12d's e EACH TRU55 OVER 015 FELT PAPER ON ALUM. SOFFIT W1 (2)126's .,) EACH TRUSS TO BE INSTALLED a MID. POINT OF 21" O.S.B. SHEATHING OR �11 6TIFF5AC< AT ALL UPRIGHTS TO 5E INSTALLED 6 MID. ALUM, SOFFIT TRU55 SPAN, OR 101-01, O.C. MAX. CDX PLYWOOD 5ECURED OVER 4'-1011 HIGH (SEE POINT OF TRU55 SPAN, OR 5TIFF5,4C< AT ALL SEE ENERGY CODE FORMS PER NAILING SCHEDULE SEALED ENG. FOR 51ZE 4 io'-O" O.C. MAX, UPRIGHTS OVER 4'-1011 FOR INSULATION R- VALUES. A HIGH (SEE SEALED ENG. CONDITION.) GYPSUM BOARD OR SEE ENERGY CODE FORMS SEE ENERGY CODE FORMS FOR SIZE 4 CONDITION.) HIGH STRENGTH CLC. _' 0.5.5. SHEATHING OR FOR INSULATION R -VALUES. 11 PRE -ENG TRU55 FOR INSULATION R-vALUE6. 16 2 0,5.5, SHEATHING OR 50ARF-) CDX PLYWOOD. ATTACHED MTL. DRIP EDGE GYPSUM 5CARr:) OR iGYP5UM BOARD OR CDX PLYWOOD. ATTACHED 2x4 NAILER a HIGH STRENGTH CLG. PER NAILING SCHEDULE ll HIGH PER NAILING SCHEDULE ON 2x4 SUB -FANO STRENGTH CLC. BOARD SHEET D� BOARD SHEET D5 2x4 e 24" D.C.,e INTERIOR KNEE WALL CONC. FILLED LINTEL 5L< W1 coNc. FILLED LINTEL 5L< W1 VENTED ALUM. SOFFIT (1) 05 RE5AR CONTINUOUS "ya" THIC<, 3 COAT CEMENT Ya` THICK, 3 COAT CEMENT CONC. FILLED LINTEL 5LK W1 PLASTER OVER GRADE (1) 1*5 RE5AR CONTINUOUS PLASTER OVER GRADE PRECAST LINTEL '17.)" FELT PAPER BACK R-42 BATT. IN5UL. I'D" FELT PAPER SACK C1) °"S RESAR CONTINUOUS . EMBED, STRAP VERIFY W/ METAL LATH OVER METAL LATH OVER TRU55 PLAN R-4.2 BATT. IN6UL. APPROVED HOUSE WRAP PREC,45T LINTEL APPROVED HOUSE WRAP PREC.,45T LINTEL WINDOW ATTACHMENT AS OR GRADE 11C)" FELT WINDOW ATTACHMENT A6 OR GRADE I'D" FELT WINDOW ATTACHMENT 45 PER MANUFACTURES PAPER PER MANUFACTURES PAPER PER MANUFACTURES ;"THICK, 2 COAT CEMENT PLASTER APPLIED SPEC IF ICAT IONS WEEP SCREED SPECIFICATIONS WEEP SCREED SPECIFICATIONS DIRECTLY TO MASONRY PRECAST SILL (5EE DETAIL 2) ... ...... ..... ................ PRECAST SILL (SEE DETAIL 2) f=RECA5T SILL o P.T. SECURE GA5LE TO C. P.T. (1) 05 RE5AR VERTICALLY SECURE GABLE TO 2x( (0,15 RE5AR VERTICALLY PLATE W1 126's 5" O.C. MAX (1),15 RE5AR VERTICALLY W1 CONC. POUR CELL PLATE W1 126's a" O.C. MAX _—,--W/ CONC. POUR CELL w/ CONC. FOUR CELL SECURE 2x( 1x2 F.T. FURRING STRIPS SECURE 2x(o FT. PLATE TO 1x2 F.T. FURRING STRIPS 1x2 F.T. FURRING STRIPS FT. PLATE TO 11 6 1 (o O.C. 5L< W1 �"xcj" ANCHOR 5OLT W1 2 xl:�" ANCHOR DOLT W1 L< W1 2" WASHER SET IN SIMPSON 2" WASHER SET IN SIMPSON S" CMU all CMU 11 CMU 11 HIGH STRENGTH EPDXY 711 _41" 1/211 GYP, WL. 5D. HIGH STRENGTH EPDXY -V 1/211 GYP. WL, 5D. 1/2 GYP. WL. 5E). EMBED. MIN. os 32" CC, MAX. WOOID SASE WOOD BASE EMBED. MIN. 1a 32" CC; MAX, WOOD BASE 17 �"THICX, 2 COAT CEMENT �`THIC-<, 2 COAT CEMENT PLASTER 4f=lf='L I EDPLASTER APPLIED .4 DIRECTLY TO MASONRY [DIRECTLY TO MASONRY 4, 4 L 4 I A 1—STORY GABLE 1— STORY 1— STORY GABLE W/ VAULT CLC. SCALE:K LOCK WALL 1 LOC WALL Lo 2X4: CEO 2X4- CM 2X4: CM SECURE TO BLOCK W/ SECURE TO BLOCK W/ 5%6' SECURE TO BLOCK WIY4' TAPCONS OR DRIVE FIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V) MIN. EMBEDMENT I Y49 MIN. EMBEDMENT I Y4') WITHIN S' OF EACH END 4 WITHIN V OF EACH END 4 WITHIN W OF EACH END 4 IS' O.C. MAX SPACING. IV O.C. MAX SPACING. 15' O.C. MAX SPACING. S" CMU 2X(v: CE0 2xb: CEO 2X&: ®NOTE: STRUCTURAL 2X MUST )6' DRYWALL SECURE TO BLOCK W/2 NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2 -3/f&' SECURE TO BLOCK W11-114' BE ON OUTSIDE 4 SECURED VX4' OR lIX211 F.T. NAILER TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE FIN THROUGH NON-STRUCTURAL (MIN.SPANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .1145 %' TAP -CON MIN. Ix4 P.T. OR %'X4" MIN. SECURE MIN, HEAD SIZE .300 3,f&' TAPCON MIN. I-V MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 EMBEDMENT INTO BLOCK. THRU FRAME 4 EXTEND 1-)/41 MIN. EMBEDMENT I Y49 EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Y49 3/fe.' TAPCON MIN. 1Y4" MIN. EMBEDMENT 014') INTO BLOCK W/ 34- TAPCONS WITHIN 8' OF EACH END 4 WITHIN 5' OF EACH ENE) 4 EMBEDMENT INTO BLOCK. WITHIN V OF EACH ENP 4 OR DRIVE PIN IV O.C. MAX SPACING. cmu IS" O.C. MAX SPACING. 10' O.C. MAX SPACING. a, CMU a, CMU Ji' DRYWALL -1/1(oll 0,5.5. OR �11 CDX (MIN. SHANK SIZE .145 2xe; DRYWALL 2X6; )V DRYWALL 2X5-. MIN. HEAD SIZE .300 I'X4" OR I"XV P.T. NAILER VX4' OR I'X2' F.T. NAILER TYvEK 5UILL:)ING WRAP MIN. EMBEDMENT I -Y4' SECURE TO BLOCK W/2 -3/V SECURE TO BLOCK W/2-34' SECURE TO BLOCK W/1-1/4' WITHIN S' OF EACH END 4 IS' TAPCONS OR DRIVE PIN lfg,' 0.8.5. X 4' MIN. TAPCONS OR DRIVE PIN I'X4' OR I'X2P.T. NAILER TAPCONS OR DRIVE PIN —W6' O.S.B. X 4- MIN. PAPER SACK, O.C. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW GALvV MTL. LATH DOOR CASING MIN. EMBEDMENT I Y4') MIN. EMBEDMENT I Y49 ATTACH TO 2X PER MIN. EMBEDMENT I Y4') " POOR JAMB OR WINDOW WITHIN 5' OF EACH END 4 WITHIN V OF EACH END 4 ATTACH TO 2X PER 1/5TEXTURED ATTACH TO 2X PER IS' O.C. MAX SPACING. WITHIN 5' OF EACH END 4 ATTACH TO 2X PER 15" MANUFACTURES DETAILS. O.C. MAX SPACING. MANUFACTURES DETAILS. 15- O.C. MAX SPACING. MANUFACTURES DETAILS. FINISH 6 WOOD MANUFACTURES DETAILS. EXCEED Y4,) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 WOOD LuEEI= SCREED NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT CON6TRUCTIONDOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16 DOOR JAMB TO BLOCK +3 DOOR JAMB TO BLOCK +3-7/16" ..... . .... . SCALE: Val' -O' BLOCK +3 Q�R+�54� WINDOW TO BLOCK +1-15/16" WINDOW TO BLOCK +3' WINDOW TQ BLQ�cK +3-7 16" To� SCALE: 1'r1'-0 SCALE: 2X4: CM 2X4: CM 2X4- CEM 2X4: CM all CMU SECURE TO BLOCK w/ 3f6' SECURE TO BLOCK W/ %," SECURE TO BLOCK W/ Ng" SECURE TO BLOCK WIY4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .14EP (MIN. SHANK SIZE.145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE.145 1/2 TEXTURED MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. WEAL) SIZE 300 FIN 15H MASONRY MIN. EMBEDMENT I Y4") MIN. EMBEDMENT I Y4') MIN. EMBEDMENT I Y49 NOTE: STRUCTURAL 2X MUST MIN. EMBEDMENT 1%49 WITHIN S' OF EACH END 4 WITHIN a' OF EACH END 4 WITHIN a' OF EACH END 4 5E ON OUTSIDE 4 SECURED WITHIN W OF EACH END 4 IV O.C. MAX SPACING. 18' O.C. MAX SPACING. 15" O.C. MAX SPACING. THROUGH NON-STRUCTURAL 15' O.C. MAX SPACING. 2X6- = 2X(O: = 2xfp: MKI %.' TAPCON MIN. I -Y41 2X(O: = SECURE TO BLOCK W/2 -Ni.' SECURE TO BLOCK W/2-91f(p' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-3xb' EMBEDMENT INTO BLOCK. SECURE TO BLOCK W/1-1/4' TAPCONS OR DRIVE FIN TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN TAFCON5 OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 F1 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 5, CMU SHANK 5IZE.145 BE ON OUTSIDE 4 SECURED MIN. HEAD SIZE 300 MIN. HEAD SIZE BOO %b'TAPCON MIN. I -Y4" MIN. WEAD SIZE 300 h' DRYWALL MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL F1 EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Y4m) I'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT I Y4,) 3/f6' TAPCON MIN. I -Y4" WEEP SCREED MIN. EM5Er,>mENT I Y4,�) MIN. EMBEDMENT I V) WITHIN S' OF EACH END 4 WITHIN 5' OF EACH END 4 EMBEDMENT INTO BLOCK. WITHIN S' OF EACH END 4 WITHIN S' OF EACH END 4 a, CMU 15' O.C. MAX SPACING. la' O.C. MAX SPACING. 15" O.C. MAX SPACING. 2ND 2X SECURE TO 18" O.C. MAX SPACING. a, CMU DETAIL @) WOOD TO a, cmu Ya' DRYWALL 2xa. STRUCTURAL MEMBER W/(2)12d 2xa: c2m) 2x8: J6' DRYWALL 2X&: C� I'X4' OR I *X2' P.T. NAILER WITHIN V OF EACH END 4 6' SECURE TO BLOCK W4' DRYWALL SECURE TO BLOCK WI'2-kb' VX4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%' V P.T. X 4' MIN. SECURE TO BLOCK W/2 -3W TO V O.G. MAX TAFCON5 OR DRIVE FIN I'X4' OR I'X2' F.T. NAILER BLOCK CONNECTION TAFCONS OR DRIVE PIN TAPCON5 OR DRIVE FIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 POOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN, SHANK SIZE .145 I' P.T. X 4' MIN. SCALE: 1 1/2"=V-011 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 POOR JAM15 OR WINDOW MIN. HEAD SIZE 300 DOOR CASING MIN. HEAD SIZE 300 POOR JAMS OR WINDOW '—POOR JAMB OR WINDOW MIN. EMBEDMENT I V) ATTACH TO 2X PER MIN. EMBEDMENT UV49 POOR JAMB OR WINDOW 1 -4 ATTACH TO 2X PER WITHIN 6' OF EACH END 4 WITHIN 5' OF EACH END 4 MIN. EMBEDMENT. ��) ATTACH TO 2X PER MIN. EMBEDMENT I Y4 WITHIN S' OF EACH P MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. MANUFACTURES DETAILS. ATTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES IS' O.C. MAX SPACING. IS" O.C. MAX SPACING. IVO.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4,) NOTE: SHIM AS NEEDED TO PLUMB JAMB (PO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAM5 (DO NOT EXCEED Y49 DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +T DOOR JAMB TO BLOCK +3 3/4' WINDOW TO BLOCK +1-1/2 WINDOW TO BLOCK +2 1/4" WINDOW TO BLOCK +3 —WINDOW TO BLOCK +3 3/4 IB SCALE: I'm V -O' SCALE. SCALE; Vzl'-O' SCALE. 111-11-01 F'A R C H I T E C T$ e/Design G ir oUp Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 )78 P.com F �j AX: 407-774-4078 www.abdesigngroup.com AA #:0003325 SUBIDIV. & TUSCA PLACE SOUTH LOT 2044 PROJECT# 1664.054 MODEL. - "2200 GARAGE SWING: LEFT PAGE: MONOLITHIC 1—STORY WALL SECTIONS & NOTES ARCHITECT - STATE OF FLORIDA JAN 2012 JAMS &ANTWELL AFi O X079 PRINT DATE: 01111Z12 SCALE: 1/4"=11-01p SHEET . n 4 r Lu C3 Ell z Z (p SUBIDIV. & TUSCA PLACE SOUTH LOT 2044 PROJECT# 1664.054 MODEL. - "2200 GARAGE SWING: LEFT PAGE: MONOLITHIC 1—STORY WALL SECTIONS & NOTES ARCHITECT - STATE OF FLORIDA JAN 2012 JAMS &ANTWELL AFi O X079 PRINT DATE: 01111Z12 SCALE: 1/4"=11-01p SHEET FIBERGLASS SHINGLES FIBERGLASS 5HINGLE5 OVER OVER #15 FELT PAPER ON 015 FELT PAPER ON 1/1(0112x4 BLOCKING BETWEEN �-" o.5.5. SHEATHING OR O.S.B. SHEATHING Ofi�? �" CDX TRUSSES At FIRST TWO 1:3r4'7'S 13 4'-0" O.G. (AT SHEATHING CDX PLYWOOD SECURED PLi WOOD SECURED PER PER NAILING SCHEDULE NAILING SCHEDULE SEAMS) PRE -ENG TRU55 MTL. DRIP EDGE PRE -ENG GABLE TRU55 MTL. DRIP EDGE SEE ENERGY CODE FORMS 2x4 SUS -SAND CONT. 2x4 RAT RUN SECURED FOR INSULATION R -VALUES. ALUM. SOFFIT W/ (2) 12d's EACH TR'.U55 2x4 SUB -SAND 9" GYPSUM BOARD OR STIFFBACK AT ALL VENTED ALUM. HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10" SOFFIT BOARD HIGH (SEE SEALED ENG. DOUBLE TOP PLATE TW16T STRAP VERIFY W/ FOR SIZE 4 CONDITION) SEE ENERGY CODE FORMS TRUSS PLAN SECURE 2x4 PLATE TO FOR INSULATION R -VALUES. WINDOW HEADER SIZE WALL W/ $"x(o" THRU-BOLTS VARIES PER WINDOW e 32" O.C. MAX THEN OPENING SEE HEADER SECURE GABLl- TO 2x4 s G'Y'PSUM BOARD OR SPAN CHART FORH IGH STRENGTH CLG. DETAILS WINDOW ATTACHMENT A5 PLATE W/ 12d's S" O.G. MAX BOARD 1 PER MANUFACTURES OR -1 0.5.5. SHEATHING OR �" SECURE G,45LE TO DBL DOU51-E TOP PLATE CDX PLYWOOD. SPECIFICATIONS TOP PLATE W/ 5IMP50N ATTACHED PER NAILING WINDOW SILL HTC -4 a 24" O.C. MAX SCHEDULE ON SHEET D5. 2x 5TUD6 's IGo" O.C. MAX W/ WINDOOW HEADER SIZE PER MANUFACTURER ATTACHMENT A5 J;-11 5ATT. INSUL. MIN. VARIES PER WINDOW ER MANUFACTURER �/�" THICK, 3 COAT CEMENT -° OPENING SEE HEADER SPAN SPECIFICATIONS PLASTER OVER GRADE 4 T G SU3FLODR GLUED CHART FOR DETAILS WINDOW SILL "D" FELT PAPER BAC< AND NAILED AS PER 10.5.8. SHEATHING OR �" METAL LATH OVER NAILING SCHEDULE 16 CDX PLYWOOD. 2x STUDS a 1(o" O.C. MAX W/ APPROVED HOUSE WRAP ,ATTACHED PER NAILING R-11 BATT. INSUL. MIN. OR GRADE "D" FELT SCHEDULE ON SHEET D5 T 4 G 5U5FLOOR GLUED PAPER �/a" THICK, 3 COAT CEMENT AND NAILED AS PER NOTE. SHEATHING MUST PLASTER OVER GRADE NAILING SCHEDULE NOT 5REAK 1'-0" MIN. "D" FELT PAPER BACK FROM 2ND FLR L INE METAL LATH OVER PRE -ENG: FLOOR TRUSS APPROVED HOUSE WRAP 2x4 CONT. ,s TOP AND ( INSTALL PER MFG. SPECS.) Fat. OF FLR TRUSS (TOP "GYPSUM BOARD JR OR GRADE "D" FELT 2x4 SUPPORTS 5TGYPSUM STRENGTH CLG. PAPER PLATE OF 2ND FLR, ST. NOTE: SHEATHING MUST PRE -ENG FLOOR TRUSS 2x4 15 FOR WALL BOARD NOT BREAK 1' -0" MIN. ( INSTALL PER MFG. SPECS.) SHEATHING NAILER) CONC. FILLED LINTEL SLK W FROM 2ND FLR LINE GYPSUM BOARD OR (U 05 RE3AR CONTINUOUS aQa° ° WEEP 5GREED R-4.2 BATT. INSUL. 2x4 CONT. 6 TOP AND HIGH STRENGTH CLG. (SEE DETAIL 2A) BOARD St. OF FLR TRUSS (TDP' ,.°. EMBED. STRAP VERIFY PRECAST LINTEL 2x4 SUPPORTS BT WINDOW ATTACHMENT AS GONG. FILLED LINTEL BLK W/ W/ TRU55 PLAN D PLATE OF 2ND FLR, ST. (1) #5 RESAR CONTINUOUS PER MANUFACTURES 2x4 15 FOR WALL SPECIFICATIONS SHEATHING NAILER) PRECAST LINTEL "THICK, 2 GOAT GEMENT PRECAST SILL WINDOW ATTACHMENT AS PLASTER APDL IED WEEP SCREED PER MANUFACTURER DIRECTLY TO MASONRY (1) 5 REBAR VERTICALLY (SEE DETAIL 2A) SPECIFICATIONS W/ CONC. POUR CELL II 1x2 P.T. FURRING STRIPS PRECAST SILL I' 2—STORY2—STORY.C. EMBED. STRAP VERIFY (1) #5 REBAR VERTICALLY 1� O W/ TRU55 PLAN W/ CONC. POUR CELL 8.. GMU FIRST FLOOR 1/21, GYP. WL. B,��D. THICK, 2 COAT CEMENT 1x2 P.T. FURRING STRIPS BLOCK SECOND WOOD 5,45E PLASTER APPLIED FLOOR FRAME DIRECTLY To MASONRY $" CMU 1 SCALE: 3/4"= 1'-0" ° : 2 --- S TO RY GABLE I/2" GYP. WL. BD. 7 M+ N--{ WDDD BASE 4 FIRST FLOOR ; BLOCK SECOND 4- / r FLOOR FRAME 1A A . ° SCALE: 3/4"=V-0" 16 O.S.S. SHEATHING OR CDX 2x STUDS -S 16" O.G. MAX W/ PLYWOOD. ATTACHED PER R-11 BATT. INSUL. MIN. NAILING SCHEDULE ON SHEET R STUDS I -S D.G. MAX W/ 1/16" 0.5.8. OR � CDX D5 �;-11 BATT. INSUL. MIN. T�'VEK BU f!_D INCA UJRA 4" T G SU AILS R GLUED � 9"THICK, 3 COAT CEMENT �" T 4 G SUBFLOOR GLUED AND NAILED A5 PER PLASTER APPLIED TO METAL AND NAILED AS PER P'�PER BACK NAILING SCHEDULE GALV'D MTL. LATH LATH OVER 2 LAYERS OF NAILING SCHEDULE R�4DE D BUILDING PAPER TEXTURED G t� FIN 15H Q WOOD OR PAPER 5ACKED LATH OVE1:' AN APPROVED HOUSE WOOD WEE1=' SCREED CONSTRUCTION WRAP OL 2x4 CONT. e TOP AND ST. OF f' - z FLP: TRU65 (TOP 2x4 SUPPORTS BT PLATE OF 2ND PRE -ENG FLOOR TRUSS FLR, 5T. 2x4 IS FOR WALL PRS -ENG FLOOR TRUSS all CMU SHEATHING NAILER) :: °" GYPSUM BOARD 0R 1/2" TEXTURED SIMPSON H TA-1� EMF3ED, WEEP' SCREED HIGH STRENGTH G G. STRAP Q 32" O.G. MAX VERIFY � • ; FINISH � MASONRY (SEE DETAIL 2A) W/ tR.USS PL -AN . • ° �• • ,� ° • SO�RD EMBED. STRAP VERIFY CONC. FILLED LINTEL SLK W/ " GYPSUM BOARD OR W1 TRUSS PLAN (1) #a R'ESAR CONTINUOUS HIGH STRENGTH CLG. BOARD THICK, 2 COAT CEMENT PLASTER APPLIED WEEP SCREED DIRECTLY To MASONRY DETAIL C) WOOD TO FLOOR CONNECTION AT PARALLEL/ PERPENDICULAR PRE-TENG FLOOR TRUSS BLOCK CONNECTION "=V�� SCALE: 11/2"=1'-0" -0 ARCH1`ECTs /Design I Groupin�. L ALD REAGAN BLVD.ODL FL 32750om SUHDIV. & LOT: TUSCA PLACE SOUTH LOT 2044 PROJECT# 1664.054 MODEL: "2200" GARAGE SWIMI: LEFT PAGE: MONOLITHIC 2 -STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA JAN JAMES AN ELL AR 12079 PRIM DAT 01/11/12 SCALE: 1/4"=V-0 SHEET D A O F w w w � O w p h Q � w a w �1 d z 0 Q z w z z�w A � � � 0 SUHDIV. & LOT: TUSCA PLACE SOUTH LOT 2044 PROJECT# 1664.054 MODEL: "2200" GARAGE SWIMI: LEFT PAGE: MONOLITHIC 2 -STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA JAN JAMES AN ELL AR 12079 PRIM DAT 01/11/12 SCALE: 1/4"=V-0 SHEET D A O F *NOTE.- NAIL SHEATHING TO ALL 2X A5 PER ExT. 51 4EAT41NCz NAILING, ad 4" O.C. MA>< EDD -IES 4 O.C. M,4X IN THE FIELD PRECAST HEADER(MIN) ,q DBL. TOP PLATE 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON SECURE 2 X RIP TO FIT OR DRIVE PIN (MIN SHANK SIZE.145, TOP PLATE W/2-12dS 6'-8' O.C. MAX. MIN HEAP SIZE 309) 2X4 2X4 16" O.C. MAX. N W 1/8' TEXTURED FINISH MIN EMBEDMENT I V4") A o a M ZU d z Z w 1/1&' 055 SHEATHING 8' FROM EACH END AND IS'� (P O.C. MAX. MIN 1-1/4' EMBEDMENT N 2 X 4 16' O.C. MAX. 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON$T (WHEN OVER 16" IN HIEGHT.) OR DRIVE PIN (MIN SHANK 5IZE.145 SECURE 2X4 W/ 2-%' 2 X 4 (WHEN OVER 16' IN HIEGHT.) MIN HEAD SIZE 300 TAPCONS OR DRIVE PIN 1/4" TEMPERED MA54NITE MIN EMBEDMENT 1 1/4") (MIN. SHANK SIZE .145 MIN. GLUE 4 NAIL W/Sd'S S'-12' O.C. S' FROM EACH END AND 16' HEAD SIZE 300 MIN. O.C. MAX. MIN 1-1/4' EMBEDMENT EMBEDMENT I V W/IN 8' IF NEEDED. 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON EA. END NOT TO EXCEED BT. PLATE 2 X SOLID BLK'G � ARCH OR DRIVE PIN (MIN SHANK SIZE.145 18' O.G. MAX SECURE WI2-126 EACH END MIN HEAD SIZE 300 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/41) SECURE TO SHEATHING W/ MIN. 2-12d PER SLK. EA. END V//1/16' ATTACHMENT PER MANUFACTURER'S SPEC',. 8" FROM EACH END AND Is" P.C. MAX. MIN 1-1/4` EMBEDMENT OSB SHEATHING 1/2' PLYWOOD MTL WOW FRAME CMU WALL 2X4 SOLID BLOCKING SECURE OR 1/Ira' 0.5$. +NOTE: NO GAP o WPW FRAME TO SHEATHING WITH TO EXCEED 1/4' ARCHWAY DETAIL MIN. 2-12d PER SLK. EXTERIOR ARCHWAY ARCHWAY DETAIL 16 AND UNDER EA. END WITH WINDOW A CUTAWAY 1 SCALE: I/2"=1'-0' SCALE: 1/2 `■ 1' -0" SCALE: 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON PRECAST HEADER(MIN) OR DRIVE PIN (MIN SHANK SIZE.145 2 X 4 (MIN 2 X 3) I-3/Ira TAPCON MIN HEAD SIZE 300 EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK SIZE.145MIN S' FROM EACH END AND IS' EXISTING BLK ABV. MIN HEAD SIZE .300 EMBEDMENT O.C. MAX. MIN 1-1/4, 1/4' TEXTURED FINISH MIN EMBEDMENT 11/4')' �� DBL, TOP PLATE sFROM EACH END AND IS' 2 X 6 (MIN 2 X 3) 2-3/I6 TAPCON 1/6' TEXTURED FINISH 2X4 16" 0. C. MAX. O.C. MAX. MIN 1-1/4' EMBEDMENT T OR DRIVE PIN (MIN SHANK 5IZE.145 � SECURE 2X4TO 2 X 6 (MIN 2 X 3) 2-3/Ira TAPCON MIN HEAD SIZE.300 Z/I1/161 OSB SHEATHING WOOD W/2 -12d 0 ro"-8 OR PRIV1 PIN (MIN SHANK SIZE.145 MIN EMBEDMENT 11/4'' O.C. STAGGERED MIN HEAD SIZE 300 S' FROM EACH ENP AND 2 X 4 16' O.G. MAX. (WHEN OVER 16' IN HEIGHT.) MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18" NT O.G. MAX. MIN i-1/4' EMBEDMENT 2 X 4 (WHEN OVER 1(9' SECURE 2X4 W/ 2-3if4' TAPGON$ OR DRIVE O.C. MAX. MIN 1-1/4" EMBEDMENT 2 X S (MIN 2 X 3) 2-3/16 TAPCON 16" IN HEIGHT.) PIN (MIN. SHANK SIZE 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 2 X SOLID BLK'G 0 ARCH .145 MIN. HEAD SIZE 300 MIN. OR DRIVE PIN (MIN SHANK SIZE.145 'I/16' SIZE,300SECURE W/2 -12d EACH END MIN HEAD SIZE .300 OSB SHEATHING MIN EMBEDMENT 1 1/4') 1 Y4'8 EMBEDMENTEA..END NOT TTO O ,�:R�''1"'4W,4Y MIN E1 1/4") 2X4 16" O.C. MAX. 8'MBEDMENT FROM EACH END AND 18" ATTACHMENT PER EXCEED 1F' P.G. S' FROM EACH END AND 18' (WHEN OVER fro" IN HEIGHT.) O.C. MAX. MIN 1-1/4' EMBEDMENT MANUFACTURER'S SPECS. MTL WDW FRAME MAX BT. PLATE O.G. MAX. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING 1/4" TEMPERED MASONITE 'NOTE: NO GAP a WDW FRAME 2X4 SOLID --/SECURE TO SHEATHING W/ GLUE 4 NAIL W/801'5 8'E O.C. TO EXCEED 1/4" BLOCKING SECURE 1/2' PLYWOOD MIN. 2-12d PER SLK. EA. END IF NEEDED. TO SHEATHING WITH OR 7/16' O.S.B. MIN. 2-12d PER SLK. EA, END ARCnWAY DETAIL ARCHWAY DETAIL EXTERIOR■ ARCHWAY 4 16 AND UP CUTAWAY 3 SCALE I/2 1 0 SCALE: 112'=V-0" SCALE: 1/2' ■ 1'-0' 1O Wi' 0.5$. OR Am PLYWOOD SHEATHING 2 015 151 -PG. FELT Q 24" WIDE 26 GA. GALVANIZED METAL FLASHING :J MUST ADD Pn-10, 36' WIDE: AND AND MUST BE A MIN 24' WIDE METAL. V FIBERGLASS SHINGLES le PRE -FAB TRUSS 1/2' CLG. BOARD 4 TEXT. SIMPSON 61=4 2X4 DBL. TOP PLATE 0 EVERY i/2" DRYWALL OTHER STUD TF2X4 WOOD STUDS 016' O.C., UN.O. ON TRUS6 PLAN 2X4 CONT. STRE55 ,51-OCKING MID -WALL 2X4 PT. PLATE 5IMPSON 5P4 Q 32' O.G. MAX 1/2'X9' A.5. 32' O.G. 1" EMBEDMENT CONC. SLAB 2 *5's CONT. 1 -STORY INT. BEARING WALL 6 SCALE: NOTE: FOR WALLS W/NO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. CLOSED VALLEY FLASHING DETAIL N.T.S. PRE -ENG TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUD$ 0 16' O.C. MAX J' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE IST FLOOR STUDS TO 2ND FLOOR STUD5 SIMPSON MSTA-36 0 32" O.G. MAX PRE -ENG FLOOR TRUE$ DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS 0 16' O.G. MAX 1/2' GYP. I.I.L. BD. SECURE 15T. PLATE TO 91 -AIS W/ �"x9' ANCHOR BOLT W/ 2 - WASHER "WASHER SET IN SIMPSON' HIGH STRENGTH EPDXY "1' EMBED. MIN. SIMPSON SP4 0 32' O.G. MAX ��INT�.2-STORY L.B.W. E: 1/2' ■ 1' -0' PRE -ENG TRUSSES OR CONV. FRAMED RAFTERS 644EATHING OR J" -' CDX PLYWOOD SECURED PER NAILING SCHEDULE 2x4 BLOCKING UNDER WALL STUDS SCURE BETWEEN TRUSS BAYS W/ (3)12&r. EACH END 2x DOUBLE TOP PLATE STUDS s 16" O.C. MTS -12 6 EVER STUD 2X4 BT. PLATE DORMER ATTACHMENT ASPHALT SHINGLES OVER 0 15 FELT ON I/16' D.S.B. PRE -ENG GABLE TRUSS 5PF STIFFBACK (SEE 5EALD ENG. PACK FOR SIZE 4 CONNECTION) 2x4 SPF BLOCKING BETWEEN TRUSSES AT FIRST TWO BAY$ 4'-0' O.C. (AT SHEATHING SEAMS) i `�- CONT. 2x4 SPF RAT RUN ' SECURED W/ (2) 12d's a EACH TRUSS (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3) 126's a EACH TRUSS (DIAGONAL X -BRACING t0 COVER 5-TRU56ES R' GYPSUM BOARD OR HIGH STRENGTH CLG. NOTE: BOARD DIAGONAL BRACE v CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE t0 BE 0 ANY SPAN 15'-0" OR GRATER REFER tO TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0-0" t0 30'-0'(1) X -BRACE 30'-1" TO 60'-0" (3) X -BRACE (1) X -BRACE 'W CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END GABLE X- BRACING SCALE: 1/2' ■ 1' -0" 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS - 1x6 COLLAR TIE AT EVERT OTHER RAFTER W/ MIN. (3) 126 NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS 1x8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 1106 GUN NAILS 0 EA. TRUSS - RAFTER TO TRUSS MT6-12 CREATE VOID FOR STRAP PENETRATION- ROOF ENETRATION- ROOF DECKING OVER PRE -ENG TRUSSES - PRE -ENG. TRUSS - ALTERNATE CONNECTION MSTA-24 RAFTER TO SLK'G BETWEEN TRUSSES- CONV. FRAMED ROOF SCALE: 1/2'=V-0" 0'-0' TO 30'-0' (1) 'X' BRACE 30'-1' TO 60'-0" (3) 'X' BRACE f. (1 'X' BRACE S CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER --'" 0 15 FELT ON 7/16' O.S.B. (2) 2X4 *2 SYP DIAGONAIL BRACE —� W/ 3-12d e EA TRUSS ( DIAGONAIL BRACE TO COVER 5 -TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS SPF STIFFBACK (SEE SEALP ENG. PACK FOR SIZE 4 CONNECTION) '1/16' OSB SHEATHING USE Sd NAILS AT 4' o.c. EDGE 4 6" o.c. FIELD 2X4 W/ 3/8' X 5 LAG 032' O.C. MAX. OR SIMPSON MSTA-24 6 32" O.C. MAX. SHEATHING NAILING TO BE 6'-S" O.G. IN FIELD 4' O.C.OALL EDGES LU/5d NAILS SCALE: FINISH 6 LANDING 3/4" PLYWOOD F.F. D5L 2X(o TRUSS 24" oz. 1/2' CLG. BOARD NAIL CONT. RAT RUN TO TRUSS W/ (2) 1201 's EA. TRUSS 2X4 SYP RAT ADJACENT -TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD ICS" O.G. MAX. I .Q 36 MIN. FINISH 3/4" PLYWOOD WITH LANDING DETAIL 412-r-) COMMONS WINDER DETAIL NAILED THRU 3/4" FINISH a LANDING PLYWOOD INTO 3/4" PLYWOOD F.F. EACH STRINGER LESS THAN 4" TYP. 3-2x12 SYP 01 MINCER D13L 2X12 2X12 T1�'EAD �ETWE N SPINDLES REINFORCE: W/2X4 SPF QOM: J015T CUT TO FIT W/CONT. 5EAD OF 1X8 RISER SU133-FLOOR ADHESIVE 10' HAND RAIL PL -400 OR SIMILAR z EA HORIZONTAL RUN � SECURE TREAD5 TO STRINGER W/(3)*18 3" 5CREW5 6 EA STRINGER, UNTHREADED SHANK 1/2" DRYWALL � TO EXTEND 5EYOND THICKNE55 OF SUER -FLOOR SHEATHING 1X10 TRIM NOTE- 1" NOSING TYP. STAIRS RISERS TO CONFORM TO F5G 200-1 (3) 10d CUT NAILS 2R+1T=24"-2F�" 3/1(0" MAX. vARIATION IN RISERS/TREADS � 2X4 i -.T. � � ADJACENT TO EACH OTHER SLEEPER INTO 3/8" MAX. VARIATION IN ANY R15ER/TREAD SLAB HANDRAIL CIRCULAR; CROSS SECTION DIA. TO SE 13/411 +-1/4" OR PROVIDE EQUIVALENT 1115 UPLIFT 5IMP501-1 HT3M20 W/10 106 TO TRUSS AND (4) 1/4' x 2 1/4' 7APCONB TO CONI POURED LINTEL 0 1900 UPLIFT (2) 51MPSOM HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE -ENG TRUSS CONTINUOUS BOND BEAM TAP CON$ MIN. 2' COVER 2' APART gjHusa�� I 12" z GRA51=A5ILITY 13STAIR SECTION DETAILS WINDERS- MIN. (6" WIDE e NARROW END MIN. 11" WIDTH e 12 FROM NARROW ENI: SCALE: 3/4"=1'-0" 34" MIN. HANDRAIL HGT. A RCN 1 T E$ T S SUBDIV. & LOT: TUS C A PLACE SOUTH LOT 2044 PRO JEC T# 1664.054 MODEL: »2200" GARAGE SWING -0 LEFT PAGE: MISC. DETAILS ARCI-IP'ECT� STATE OF FLORIDA PIAN 1 Z 12 JAMES AN ELL AR n 12079 PRIM DATE. 01 /11 /12 SHEET D 5 oF2 3 CIO w N W � D A o a M ZU d z Z w (P N E~ SUBDIV. & LOT: TUS C A PLACE SOUTH LOT 2044 PRO JEC T# 1664.054 MODEL: »2200" GARAGE SWING -0 LEFT PAGE: MISC. DETAILS ARCI-IP'ECT� STATE OF FLORIDA PIAN 1 Z 12 JAMES AN ELL AR n 12079 PRIM DATE. 01 /11 /12 SHEET D 5 oF2 3