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2225 Tulip Valley Pt 12-129 (a)
0 N 99 � 7 2 � ,, 99 FOR: - www. arnorron., com CBC1 252212 5850 T. Q. LEE BLVD. SUITE 600 ORLANDO, F=L. 32$22 Tele (407) 1350-5200 Fax C407) 850-6300 A R C H IT E C TS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti z • STATE OF FLORIDA . CERTIFIED BUILDING CONTRACTOR. D.R. HORTON HOMES 5850 T.G. LEE BLVD. SUITE 000 r� r� Q c� c� , ORLANDO,, FL/� <.1c��+CJ22 TEL: L: C� I) (J V — 5 �+ 0 O FAX: (407) 850-5300 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX DRAWINGS . FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL W/20 09 SUPPLEMENT • 2007 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 *BASIC WIND SPEED - 120 MPH (M/S) 91—STORY RESIDENCE — »2 -STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV, LAVATORY AAIR CONDITIONING MUM. LUMINOUS ADD J. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHOLD CL CENTERLINE MTD. MOUNTED CAB. CABINET MTL. METAL CLG. CEILING N.T.S. NOT TO SCALE CLR. CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D. DRYER PLT. PLATE DBL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISERPG DISP. DISPOSAL RAD. RADIUS DP. DEEP R.A.G. RETURN AIR GRILL DR. DOOR REF, REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLID CORE EXT DR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQUAL SHT. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR. SHOWER F.G./FX . FIXED GLASS SIM. SIMILAR F.G. FUEL GAS SL. SLIDING FIN. FINISH SL. GL. SLIDINGGLASS FLR. FLOOR STD. STANDARD FLUOR. FLUORESCENT SwS SHEAR WALL FR. DR. FRENCH DOOR SECTION FOOTING TEMP. TEMPERED GLASS GA. GAUGE TTHICK GAR. DISP. GARBAGE DISPOSAL T.O.O. C. TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPORPROOF HDR. HEADER W. WASHER HGT. OR HT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD TNT. INTERIOR WDW, WINDOW W/H WATER HEATER W.I. WROUGHT IRON REV. DATE DESCRIPTION I Q05/01B/11 CONTROL DATESHEET # DESCRIPTION A L uW MACDONALD ELEVATION REVISIONS PG C1 -COVER PAGE PG GN— GENERAL NOTES PG 1 -FOUNDATION PLAN PG 1A—DOWEL PLAN PG 113- LINTEL SCHEDULE (CAST -CRETE) PG 1B.1- LINTEL SCHEDULE (WEKIWA) PG 1C -WIND LOAD CALCULATIONS PG 2- FIRST FLOOR PLAN 3— SECOND FLOOR PLAN PG 4A -ELEVATION "A" FRONT & REAR PG 5A -ELEVATION "A" LEFT & RIGHT PG 6A -FLOOR FRAMING PLAN ELEVATION "A" » as PG—ROOF FRAMING PLAN ELEVATIONA PG 8 -FIRST FLOOR ELECTRICAL PLAN PG 9 -SECOND FLOOR ELECTRICAL PLAN PG 10 -CABINET LAYOUTS PG D1 -FOUNDATION DETAILS PG D2-MISC. DETAILS PG D3-17STORY WALL SECTIONS PG D4-MISC. DETAILS PG DLJ—MISC. DETAILS ��ss PERM IT — 1,2— I�o2 9 I o3l3 loo R. MACDONALD REVISIONS d �� Lu REV151DN6 a P�5/12/11 STANDARDIZED 5OUTHERN ENGINEERING . y o(p/1 iP/11 SAW GRASS 5,4'1' ELEVATIONS °D ° 4 "E z� 0-1/18/11 ADD NEIJ TRUSS LAYOUT FROM FROOeUILD A,54C A O�I/19/11 PR©5UILD ELEV. E FOR SAWGRASS BAY A\ 01/22/11 APPLIED REVISIONS FROM 2121 PER R.M. 01/25/11 ADD NELJ TRU55 LAYOUT FROM CCA, ELEV. e4C 11 @8�mg/11 ADL) NELJ TRUSS LAYOUT FROM CCA, ELEV. ,4,C 4C • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELLEQ. .AR N O . 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. �ry I� LONGWOOD, FLORIDA 32 f 50 Tel: 407 774-6078 ry ry /� ry p Fax: (407) f f 4-40 I U 12 �8/Q�g/11 1`'RO5UILD TRU55 ENCS. ELEV. D 4 E SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 USED FOR DESIGN INCLUDE: * CONCRETE MASONRY RESIDENTIAL O CONSTRUCTION WOOD FRAME CONSTRUCTION *AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 SQ.FT. CALC. S 1114 5Q, 1`T. LIVING t1S(15T.)FTG. LIVING t2N.) 1,546 5Q, FT, U TOTAL LIVING 2,20 SQ•� ENTRY ELEV. 'A" 4 `e' 51 SQ. FT. ENTRY ELEV. 'C, C7 4 E' 123 SQ. FT. GARAGE 426 50, FT. PLAN REVIEW DATE CHECKED BY: TOTAL ELEV. "A' 4 `E 11 3203 5Q. FT, TOTAL ELEV. "C D 4 E" 3209 SQ. FT, PATIO 35 SQ, FT. OPT. COVERED PATIO So SQ. PT, =1 ::I — A R C H IT E C TS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti z >zz � o00 L uW �W �o�oo �� Lu 4 -A (P z 61 ,� m SUI E]IV. & 3L07%.TUSCA PLACE LOT #1017 PP.OJECT# 2108.009 MODEL& "2"20" GARAGE SWINGE: LEFT PAGE: COVER PAGE ARCHITECT- E.:TE 10 14 11 SCAT :1/4"=1'-0" SHEET U 1 arU 0 i I I 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 AREAS 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* "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 III. 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 THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION 8301.2.1.2 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 3/8 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 MIINIMUM 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 8309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 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'/2 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 Pm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/ 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 INA RUNNING BOND PATTERN OR, IFA 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" - WII A 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 3-0".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.- 1. OLUMNS:I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/"' 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. NATIONAL DESIGN 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 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 5/8" OSB EXPOSURE -1 OR 112" CDX PLYWOOD. 1/2" 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 7/16" OSB EXPOSURE -1 OR 1/2" 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 L/240. 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'/z" 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. FBCR 311.2. A R C H I T E C T S ■ Design Group Ino. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 BUIDDIV. Be LOT: TUS c A PLACE LOT #1017 I ROJECT# 2108.000 MODEL: ,2720>> GA t&GE SWING: LEFT PACE: GENERAL NOTES ARCHITECT STATE OF FLORIDA DATE: 10/14/11 SCALE: 1/4"=i) -o" :SHEET Ogg 0 ULA` N w � 4 a a� Q � Q q U w �► ti Ll BUIDDIV. Be LOT: TUS c A PLACE LOT #1017 I ROJECT# 2108.000 MODEL: ,2720>> GA t&GE SWING: LEFT PACE: GENERAL NOTES ARCHITECT STATE OF FLORIDA DATE: 10/14/11 SCALE: 1/4"=i) -o" :SHEET Ogg 0 ULA` 11111"il "I'll 3 NOTE: *A/C LINES FROM AIR HANDLER UNIT TO CONDENSOR TO 5E RAN IN ATTIC. *ENTRY AND LANAI 5LA55 TO 13E POURED AT FINAL FOUR WITH DRIVEWAY 13'-9" 4 14'-011 12'-3" 24°x24°x12' 411 D1 CDNC.PAL> CONC. W/3*S'5 E.W. 3LA5 ON " CI RS MIN.OvER th 6'-2' o)COVERED PATIO SECURE STRAP TO CONIC. W/ (2)-3/I(o"X2'- TAP-CON5 CONC. SLA$ A/C UNIT SIMPSON UJB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) °"8x1 1/4 SHT MTL SCREWS A/C CONNECTION TO I-'AIJ`li"ETAIL A R C H I T E C T S 4Design Gro u p nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti x w U W lu ti Q G �/1 Q q U w a, svHaly. & 1,011 TUSCA PLACE LOT #1017 PROJECT# 2108.009 MODEL: "2720" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN ARCHITECT: STATE OF FLORIDA Cd-, .I. i 1:1; LID-NAKOX PRINT DA Tic: 10/14/11 SCA=: 1/4"_1,_O„ :CHERT I 0g � 34'-10" a-1'-6" 24'-2" 14' /7� -®II 12' -lam" 31-0 11 41 i6 W cA ■ C() m ;t m Q ■ ■ c�1 m N r ■ 19'-4" 12'-0" DOWEL P Desi Groupgn ,„c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SVBDIV. & IAT: TUS C A PLACE LOT #1017 PROJECT# 2108.009 MODEL,: "2720” GARAGE SWING: LEFT PAGE: DOWEL PLAN rARCHITECT- 'STATE OF FLORIDA AM CAN A NO 1207: PRINT I)ATB: 10/14/11 CR: 1/4"-1'-O "SA a U to 4 ti p � o q U w 6, q� �t1 SVBDIV. & IAT: TUS C A PLACE LOT #1017 PROJECT# 2108.009 MODEL,: "2720” GARAGE SWING: LEFT PAGE: DOWEL PLAN rARCHITECT- 'STATE OF FLORIDA AM CAN A NO 1207: PRINT I)ATB: 10/14/11 CR: 1/4"-1'-O "SA RCN !TEC TSI '40� Desigrn roup ine. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUIBIDIV. & TUSCA PLACE LOT #1017T' ]pp.oJzcT# .9 2108.009 MOMMU 720 G.AAAGE OWING: LEFT PAGE: LINTEL SCHEDULE (CAST -CRETE) ARCHITECT: STATE OF FLORIDA DATE: 10 / 14 /11 SCALE: 1/4„_1,_ O” SHEET I J B OF 0 7� > > Lu _4 Lu Cl ol bomdwmmp SUIBIDIV. & TUSCA PLACE LOT #1017T' ]pp.oJzcT# .9 2108.009 MOMMU 720 G.AAAGE OWING: LEFT PAGE: LINTEL SCHEDULE (CAST -CRETE) ARCHITECT: STATE OF FLORIDA DATE: 10 / 14 /11 SCALE: 1/4„_1,_ O” SHEET I J B OF 0 uj I uj,4 CONCRETE FIRODUCT5, INC. P.O. Box 219 ZELLWOOD, FL 32198 (401) 886-2511 1-800-4'x54-5139 FAX 401-88fea-0195 L INTEL NO, LENGTH TYf=;= COMMENTS L -I 11'-4' 8/28-5-IU/IL -:-z%��rr�� �.. ar..�l�br:,:ori�r....r..i�rr,..r...��r'..:..na_r+:r�...•..i�br.....�1 L-2 4'-8' 8/22-5-IU/0L RECE56ED L-3 4'-6" 8/16-5-1U/0L precaet L-4 4'-61 8/16-5-11U/0L f ��r l ��r.r+. :�� + -•. L-8 4'-6" 8/16-5-11LI/0L 5'-10- L-6 4'-6' 8/14-5-1U/0L precast L-1 4'-6" 8/16-5-1U/0L �Z���'7•,:M1�S�1��[.-J'i” x.��= -13� f� L-8 11-6" 8/8 -3 -ILIAL ���� L-9 4'-61 8/16-5-1U/0L FrwAst L-10 41-6" 8/16-5-1U/0L Ei NHtlE Ill -!=1eEEE00Pf -0000 �El1 yank-:->•Il� � L-11 1 4--6' 18116-5-1U/0L precast 1 1 1OUR YI '� 83! LINTEL UPLIFT i N.R. - Not Recommended 12" LINTEL GRAVITY LINTEL SAFE LATERAL LOADS (FLF) Total LWgth Tupe 12' Plain ���:r��r^r��rr->r�rl�-�rr�r�;-;,-„n■■r Raaaet -:-z%��rr�� �.. ar..�l�br:,:ori�r....r..i�rr,..r...��r'..:..na_r+:r�...•..i�br.....�1 3'-6' Frecast �:-�1-�R: - 1 �Rar�:,,:rlr,J•r�f. I,,;,,�n■P �;,rl���r1�.r ���rl J 0 0 rN&11& cr 11111111111111[di.:o Lo M 11111 N o o.o:rr 4'-0- L r at 2242 ��Elf3 precaet :.��r'���-s.,.r�iEli -zlssr , •,r„�RSr�r,:,,:,�Rar+rr,, ,� ����.'.�E='71.,,•�II�Prr:.iLJ�Itr:%1,.J� ,-�I�1 ,,,,�Rar l+ r,.;a ���'"�.���-7�.fero�r��:rrralr Prowet f ��r l ��r.r+. :�� + -•. ��� Frecast o �il(M!�?."L#���trla�l'! � tr-tc��[Sk•� 5'-10- la at jar+:: -;'o: � ��Ea1t:;:���>t111�Ee>•'�»r�'� precast �sc:♦�L:1���11 >'E=sil-a>, ���L:9:JS�!'l.'��r�EiFI precast �Z���'7•,:M1�S�1��[.-J'i” x.��= -13� f� ���' M at w7-ll�l=t=raja''3=rl:�Rl:L••ji-"S��i%T%Y��VPr�� �L'LY� �PL1•� E1E�ti1Ei Ei Yt %Yat• E_�' �yj� `�]� ���� Precast r�ra�;;�war���d: •.x�l�trd>>•�cs::W�x� �1'��!�l♦EEi'ir�7alla� �-'—�1�.'r��=��11iICi� 15'-4' FrwAst EEaC3M 111111111IR7iL411 R=ilr1mONEIL"M- "M 9'-4' precast Ei NHtlE Ill -!=1eEEE00Pf -0000 �El1 yank-:->•Il� � ���'fek' Precast EMIL=irI,�E�Yd�'�`•IE�S+�Y1-lEl�l7x��4/ r� precast 1 precast A=mmu2-I-M ori�1<fi�PYk •OE�3fi�fr[7� t3'��Eir�TT:! rim E�'3'6'�r��'�7��E1�11==�E1� 12'-0' precast Eel•' -::7 ES E»fi•f;�,� ��J! E! l -Yl=>, Ei'YGti ! �Y wSi, ��� 12'-6' Freoaat 341 ��L4Cl�cyrslEEs-z���l����r'� precast lrl�Ylir� �, s. v� �E=.'.! �UJr], eee� r r ; a EiL.ylEilJ C3=.>• E�L:?a 14'-0" Frecaat 20 ��_���� precast QIP.1'=��r'1�'=>•�F]t~7•■I�ICIr�]r�■■11�1+7F�i��Yl1A■■ ��iFSi�YI-���Y]l•�!f'�� r+ r+ �i fi���rS='Ei'i-1�Ei�< _�.. ` "r •' ` " 7+1�I-T-��'f-i-� f�'t7-��'S=��7+.x��'3GlEfR�-ry�Eilf-J�Eiw11-� �_L'' ���]I��� ��P-'ie1��•����IC!a�IliP� � �a[�E�fT�EEE�-�f-�f:i-7:'•f:7w��.T=7G��llr�� E�_1E�EiEilEi�dr��'J'fil�:YfiE�l-]�El�f�� �fi-�Jl•f:iT)•il-T=�f� ik>• N.R. - Not Recommended 12" LINTEL GRAVITY NA - Not Rsconmwkw 8" LATERAL TABLE LINTEL SAFE LATERAL LOADS (FLF) Total LWgth Tupe 12' Plain 2'-19- Raaaet 1420 3'-6' Frecast 3204 4'-0- L r at 2242 4'-6' precaet 1122 4-8' Prowet ID88 W-4- Frecast 1239 5'-10- la at 1044 W-61 precast D14 T -b' precast 692 1'4' M at 610 D'-0" Precast 629 15'-4' FrwAst bw 9'-4' precast bob 10'-6' Precast 430 precast 1 precast 21" 12'-0' precast 360 12'-6' Freoaat 341 13'-4- precast 314 14'-0" Frecaat 20 54-D' precast 211 W-4' Freoast 262 TI' -4- M at 216 NA - Not Rsconmwkw 8" LATERAL TABLE LINTEL REINFORCEMENT SCHEDULE :4it.AMTEL LENGTH :i is1171:.................. •F.i4:i•::izi:i :i•'ri::RpNFORCENEMi:i• ......... i:ii?iii•ii :ie:•: ....... ............;:; W REEFORCMENT:; ::• :::;t::• :• B" REfiFORC Nit ) .:: 2'.1w TO 5'4' 2--w 70 Sts' 013 NONE 61710, To Ir -r ILIlr TO W-01 M14 NONE r -r TO ow NY - Q% NONE 14'-91 M 15'4" VirPRESTRESSED 2 k3PREMESSED ' 4T REFER TOLWU SECTION FOR REINFORCEMENT LOAUMS 3 a LINTEL SAFE LATERAL LOADS (FLF) Laig T9� 5� FAIN FI3LLED 7 - 0 si 900 3650 3'-6' precast 1900 2650 4'-0' Retset 1010 2100 4'-6' Ft=aat 900 f150 4-8' precast 860 %00 W-4" I precast 110 140,2 51-10' IRetaat 625 1200 6'-b' phs"st 540 low T.b' precast 440 890 1'-D' pretest 430 850 B'•0' precast 1 410 620 81-4' Frerabt 390 180 W-4- Rocabt 340 10000 2214 5412 10000 10000 10000 10000 Frecabi 300 PRECAST 11'-4' Recast 215 5bo 12'4' Frecast 2% 510 741 Recast 246 490 '1 RetaN 220 45 6239 pTecavi 210 430 14.6' Ratrossed 110 390 51-41 Preetrouod 16D 310 11'.4- Ratmad 145 320 19'4 Prestressed W 280 - laratressO 120 250 6250 8589 10000 10000 27'-0" RIMZ !IhO 25 24'-0- lord 1918 2942 N.R. - Not Reccanm eroW 6461 10000 LINTEL REINFORCEMENT SCHEDULE :4it.AMTEL LENGTH :i is1171:.................. •F.i4:i•::izi:i :i•'ri::RpNFORCENEMi:i• ......... i:ii?iii•ii :ie:•: ....... ............;:; W REEFORCMENT:; ::• :::;t::• :• B" REfiFORC Nit ) .:: 2'.1w TO 5'4' 2--w 70 Sts' 013 NONE 61710, To Ir -r ILIlr TO W-01 M14 NONE r -r TO ow NY - Q% NONE 14'-91 M 15'4" VirPRESTRESSED 2 k3PREMESSED ' 4T REFER TOLWU SECTION FOR REINFORCEMENT LOAUMS 3 a (1) S CONTINUOUS Le gth O'X1(P' KNOCKOUT BLOCK app 61'LAIN�p PLACED TOTALTYPE LENGT lGONCRE?E IN FIELD) tllle0 "OP. Ia��gry yrs d1k1D (1) "6 CONTINUOUS 8/8 -8 -IL 8/12-6-1L 8/1k. -8 -IL 8/20-8-1L 8/24 -9 -IL 8/28-9-1L 8/32-9-I1. (OPTIONAL) PRECAST 1/32' STIRRUPS AT 4'-0' cc 9 10x000-120-000 M, 'A' DAIRS (MAIN REINR) 0000 SEE SCHEDULE TYPICAL COMPOSITE LINTEL SECTION 899 LINTEL GRAVITY LINTEL SAFE LATERAL LOADS IFLFJ Le gth SAFE GRAVITY LOAD$ (PLF) app 61'LAIN�p a, FILLED TOTALTYPE LENGT Precast all PLAIN a/8 -S -OL 0/12 -8 -OL 8/16 -S -0L 8/20-5-0 8124-6-0L /28-5-0 8/32-8-01- 8/8 -8 -IL 8/12-6-1L 8/1k. -8 -IL 8/20-8-1L 8/24 -9 -IL 8/28-9-1L 8/32-9-I1. 2'-10" PRECAST $021 9 10x000-120-000 414 0(A00 0000 0000 0000 8491 1000 10000 10000 10000 10000 10000 3'-6" PRECAST 26@3 4011 3% 10000 10000 10000 10000 10000 4011 10000 10000 1 10000 10000 121000 10000 4'-0' PRECAST 1821 29216-133 490 3515 10000 10000 10000 10000 2921 1883 10000 10000 10000 10000 10000 4'-6' PRECAST 1398 2214 1018 ills W84 10000 10000 10000 2214 5412 10000 10000 10000 10000 10000 4'-S' PRECAST 1298 2111 4660 6588 8520 10000 10000 10000 2111 4902 10000 10000 10000 10000 10000 D'-4' PRECAST 1006 1651 34015 4923 6239 1658 901'1 .10000 1651 31556 6431 10000 10000 10000 10000 51-10" PRECAST 848 1461 3001 1911 Wele 10000 10000 10000 1461 3001 5111 9888 10000 10000 10000 PRECAST 110 1232 2440 3934 6250 8589 10000 10000 1232 2440 34334 6250 10000 10000 10000 1-6' PRECAST 1562 lord 1918 2942 4346 6461 10000 10000 1001 19113 2942 4346 6461 loowl 0000 1'-8' PRECAST 544 4315 184% 28116 4131 6010 924D 10000 9115 1849 281% 4131 6010 43245 10000 V-0' PRECAST 511 916 1124 2602 3151 5030 1958 10000 916 1124 2602 3151 5405 1956 10000 8'-4' PRECAST 482 4 16115 241D 3444 4866 64383 12X000 564 1615 2415 3444 4810 6983 10000 9'-4' PRECAST 411 36 SS 2160 31691 5124 1061 141 1361 1991 2168 376S 5124 1061 10'-6" PRECAST 349 636 1148 1645 2231 2962 3883 15094 636 1148 1649 2231 2962 3883 15094 11'-4' PRECAST 50 514 1028 1465 1364 2566 3305 4239 14 1028 146D 1964 2566 3305 4239 PRECAST 2g2 633 9150 1343 1189 2316 29151 3134 533 350 1343 118'9 2316 2951 3134 12'-6' PRECAST 211 505 898 1264 1616 2151 2130 3426 1506 8%B 1264 1616 2151 2130 3426 13'-4' PRECAST 2D5 464 822 1961 1616 1936 242D 3010 464 822 1151 1515 1935 2425 3010 14'-0' PRECAST 239 436 16% 1013 1406 1186 222D 2141 436 169 1 1013 1406 1186 2225 2141 14'-8" PRESTRESSED N.R. N.R. N.R. N.R. N.R. N R. N.R. N.R. 480 811 1234 1421 1119 2188 2662 15'-4" PRESTRESSED N.R. N.R. N.R. N . NR. NR. N.R. N.R. 454 185 1160 1331 .1660 2032 2459 111-41 PRESTRESSED NR. N.R. N.R. N.R. N.R. N.R. Wit N.R. 3816 6152 982 1111 1319 1611 1991 143'-4' PRESTRESSED N.R N.R. N.R. N.R.t640 N.R. N.R. N.R. 339 561 949 1111 1415 1616 20'-0 PRESTRESSED N.R N N. . NX N.Rs N.R. NX N.R. 325 1543 812 1122 13415 11590 21'-4' PRESTRESSED N.R. N.R. N.R. N.R. N.R. N.R. N.R. 295 500 146 1024 1224 1441 22'-0" PREESTRESSErD N.R. 4N. .N .N. . N.R. N.R. 261 481 111806 991 1111 1316 24'-0' PRESTRESSED N.R. .R.N.R.N.R. R. .R. N.R.N.R. N.K. - NOt KQGOmmeM 060 NR. - Not Recommended 8" RECESS DOOR HEADER LATERAL TABLE REr,Ess DOOR HEADER SAFE LATERAL LOADS IFLFJ Le gth TWO app 61'LAIN�p a, FILLED 3'-8' Precast 890 MID 4-0 Frecebt 520 NO 49'—incest scant 1 9911,180 26W 414 Recast 166 11,30 4-B" Rate6t 415 1940 b1.61 Pretest 320 950 6'4' precast 760 180 1'4' Precast 200 640 9'-8'I Pretest 160 490 12" RECESS DOOR HEADER 1_ATERAI__ TARI_E RECESS DOOR HEADER SAFE LATERAL LOADS (FLF) Total12' Two w F ECESSEI) FLAN 12' MCESSEP FILLED 3'-8' Pretest 2025 9210 41-01 east me 2860 4'-2' scant 1 1650 26W 41.4' Recast 815 2540 4.8' precast 1470 27W 5'4'1 precast 1060 libo 6'-8'1 precast 815 1426 1-5"I prwAst 130 1190 9'-8" I precast 560 900 (I) as CONTINUCAJs 3000 Pal CONC. FILL (CONCRETE PLACED IN FIELD) TOP LEG BARS. 1!32"4 E3AR F44C LE4 UID' TO 0O LENGTHS 1/321 STIRRUPS 'e 4'-01 C/C (1) Ob CONTINUOUS a) !�+ : (OPTIONAL) 'A' BARS (MAIN REINF.) SEE SCHEDULE J '15' BARS - SEE SCHEDULE 4—'=--•mak LINTEL SAFE LATERAL LOADS (FLF) TYPICAL LINTEL 8"X8" SECTION I'M OPTIONAL e511' 2'.10' gTOgP LEG ARS1 gp�µ L/ECv¢UI' TIA� LENGTHS 3500 1/32' STIRRUPS 0 4'-0" C/C 31.6' prMst 2400 4115 =� Preasebt ,':• ���cv 3890 PTIONAL i9315 Fmcabi 1650 I ' F'wAst wo 3200 5'-4- IPfeGaat 'A' 15ARS (MAIN REM.) 1 25W 6'-1®' Roast SEE SCHEDULE 2250 6'-6' p wast 'S' BARS - SEEE SCHEDULE all 11.6' ,1 . TYPICAL LINTEL 12"X8" SECTION 12" LATERAL TABLE -,9ti - TYPICAL LINTEL 8"X8" RECESSED SECTION A RCHIITEC TS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 LINTEL SAFE LATERAL LOADS (FLF) Left Taqpe I'M F111111; 2'.10' Frocast 3500 bwo 31.6' prMst 2400 4115 4'0 Preasebt 1960 3890 4'-b' Fmcabi 1650 3460 ' F'wAst wo 3200 5'-4- IPfeGaat 1320 1 25W 6'-1®' Roast 1160 2250 6'-6' p wast 1000 1950 11.6' Precast 8291 16W T.D. Precast We 1600 Precast Q 530 8'-4- Precabt, 120 1.450 91.4' FwAst 640 1210 Yb' -b- Fwast 5501 1110 ' Precast 510 1000 121.0' Fnerast 480 950 17'•8' Precast 460 SO W-4- ammast 30 860 141-0- Precast 40 .800 14-d" Recast 380 160 15- 4' precast 350 190 - 1 Roost 1 320 1 630 NR - Not ReccMa ded -,9ti - TYPICAL LINTEL 8"X8" RECESSED SECTION A RCHIITEC TS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 1) 093 CONTINUOUS t� 3MON 2�+" GONG. FIL (CONCRETE PLACED IN FIELD) 1 a TOP LECs 15AR51 1-� 1/32'015AR E3ACH W LEG UP TO 14'-0' LENCsTHa s, Ob CONTINUOUS —Tal 4 I(1) 1911100 DA 10/14/11 SEE 8 E3r> LE MINF.) cv PLAIN OR SOLID LINTEL 111 I-:iCAI-sSa: STIRRUPS AT 41-0' cc -,9ti - TYPICAL LINTEL 8"X8" RECESSED SECTION A RCHIITEC TS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 a-7 V DDIVi & 3LO i i TUS C A PLACE LOT #1017 PROJECT# 2108.009 MODEIL- 222720" GA t&GE SWING: LEFT PAGE: LINTEL SCHEDULE (WEKIWA) ARCHITECT: STATE OF FLORIDA NO 12079 t� T'T'f=E DESIGNATION W r� PR NOMINAL LUIDTH/HEIGWT OF LINTEL DA 10/14/11 > PLAIN OR SOLID LINTEL 111 I-:iCAI-sSa: 1/4"-11-01% W Lu SHEET/ Lo. OF ADDITIONAL 03 15AR9 IN UPPERaI 0 F, 2 � OR LOWER LINTEL CAVITY Q � Q q U � C 0) A ,n 61 (P m kj a-7 V DDIVi & 3LO i i TUS C A PLACE LOT #1017 PROJECT# 2108.009 MODEIL- 222720" GA t&GE SWING: LEFT PAGE: LINTEL SCHEDULE (WEKIWA) ARCHITECT: STATE OF FLORIDA NO 12079 T'T'f=E DESIGNATION PR NOMINAL LUIDTH/HEIGWT OF LINTEL DA 10/14/11 PLAIN OR SOLID LINTEL 111 I-:iCAI-sSa: 1/4"-11-01% SHEET/ Lo. OF ADDITIONAL 03 15AR9 IN UPPERaI 0 F, 2 0 OR LOWER LINTEL CAVITY I 1'7 3050-5H 3050-5H 3050-6H EGRESS 3050-5H EGRESS EGRESS co 110 121 affl. 2340 -SH 14 112 11 al if WIND ATIO'I"\Il-ff-!'i' COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND 0=8 CIA CALL t SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONE 120 MPH WIND REMARKS 1 112 I(0'-0 x 11-0 GARAGE DR. 5 21.8/ -24.8 2 20.5 3065 DR 4 24.1/ -26.9 3 11 25 -SH 4 25.1/ -21.3 4 11 25-5H 5 25.1/ -33.3 5 11 25 -SH 4 25.1/ -21.3 (a 11 25-5H 4 25.1/ -21.3 o p 10 23-5H 4 25.9/ -28.1 q 8 48 (0'-f X D.-0" 4 23.3/-25.5 9 11 25 -SH 4 25.1/ -21.3 10 11 25-5H 5 25.1/ -33.3 cr1 11 11 25-5H 4 25.1/ -21.3 12 1(p 3050-5H 5 25.2/ -33.3 13 I(. 3050-5H 4 25.2/ -21.4 14 9 2340 SH 5 25.9/ -34.1 15 16 3050-5H 5 25.2/ -33.3 I(o 16, 3050.5 -SH 4 25.2/ -21.4 11 1& 3050-3H 4 25.2/ -21.4 18 1(o 3050 -SH 5 25.2/ -33.3 19 16 3050-5H 4 25.2/ -21.4 :,4LCUL-,4TING WIND PRE58URE5 ON A GARAGE DOOR, FLORIDA BU ILD ING CODE, 2001 ALLOWS THE I=RE55URES TO RE AVERAGED WHEN THE OPENING 15 PARTI,4LLY LOCATED IN BOTH ZONE 4 AND ZONE 5 WIND PRESSURES ARE EASED ON WIND SPEED=120MPH (3 SECOND GUST) IMPORTANCE F,4CTOR=1.0 EXPOSURE C,4TEGORY m 5 ME,4N ROOF HEIGHT=LESS THAN 30 FT. FOR AN ENCL05ED BUILDING IGS' -0" 111-411 21-411 ZONE 5 d p = +21.8 / -26.55 ZONE 4 p=+21.5/-24.0 A R C H I T E C T S Design Group,„c. 41 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 SVHDIV. & LOT: TUSCA PLACE LOT #1017 PROJECT# 2108.009 MODEL: "2720>> GARAGE SWING: LEFT PACE: WIND LO AD CALCULATIONS ARCHITECT - STATE OF FLORIDA JAMES 1 DA'I'S: 10/14/11 SC ALE: 1/410=11-01) :SHEET Ic OF 0 w � � W Lu w Q Z cl o p q U ILS AC � cr1 m cv m SVHDIV. & LOT: TUSCA PLACE LOT #1017 PROJECT# 2108.009 MODEL: "2720>> GARAGE SWING: LEFT PACE: WIND LO AD CALCULATIONS ARCHITECT - STATE OF FLORIDA JAMES 1 DA'I'S: 10/14/11 SC ALE: 1/410=11-01) :SHEET Ic OF 0 14'-011 T COVERED PATIO SQ. FT. C ALC.'S -T 7 LIvINa (16T.) 1,114 50. FT. IL — — — i I LIVING (2ND.) 1,54& 60. FT. TOTAL LIVING 2,120 50. FT. jd?j -� I ENTRY 57 5Q. FT. 117-1 GARAGE 42(b 60. FT. C14 DINING lu TOTAL 3203 50. FT. IN T ROOM I-qI b &-all PATIO 35 SQ. FT. OPT. COV. PATIO 5Q. Ft. all 4r-= Zc 5 -r= F- T all MODEL 81=ECIFICATION5 GARAGE DRYWALL TO 5E TAPED, UNPAINTED, UNFINSHED WINDOUJ SILLS TO BE OPTIONAL MASTER AND SECONDARY 5ATH DEN TO RECEIVE 36" MIRROR v I LIVING VANITY MIRROfR5 TO 5E RAISED �Q� ROOM I OFF 5ACK5FLA5H ALL DOORS ARE HIGH UNLESS NOTED OTHERW15E. ISI ALL TU5 FIXTURES TO 5E LLJALL 1 I ( MOUNTED I II = I EXTERIOR OR MASONRY H WALL 5RG. HEIGHT6 K �R" Tr L 25-5H 25-5H 11 1 1 1 1 17= — —1777 : 77= OPTIONAL DEN ON 44 III MOO Not 5. -DENS ARMOR AT BATHROOMS. -FREFA5 5POLUERS/TU55 TO 5E BET IN TYf=r= 2 FOAM. I r=Lr=c;. OUTLET PER ELEC, CODE Tr — -T -T IFL-- =j RA T E 55; Mal N 12'-o" ILE76 DINING K BA]) DETAIL ja-1 :r <1i (p ROOM lull 71 a, -all GLG- 42" LOW WALL 1 Go, I 1-k C114 CIA cz DEN 3 4 BRDM -&5 CLG. E 64RE1111 EEGRE55 PLAN � � � F rA-)OPTIONAL BEDR00 M 41 5 NEWELL POST OPTIONAL STAIR LAYOi?T r -A R C H I T E C T S 4 Design roupine. 1441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 INNo N C4 Ju z V OL > 0) ti 01 (p 93U]BIDIV. Be Loll% TUSCA PLACE LOT #1017 PIROZECT# 2108.009 MODZIL- "2720" GAAAC13C 3W7NG: LEFT PAG IC: FIRST FLOOR PLAN FARCHITECT: ,$ffATE OF FLORIDA �Mbm -, L W,=/*., 1k, 10/14/11 SCALE: 1/4"=l' -O" SHEET 1 2 OF01 42" LOW WALL cv C14 NEWELL I POST OPTIONAL STAIR LAYOUT m 401-011 2'-4" 11' -Oil 14'-5.. 14'-6" 12'-5" r 3050-5H 3050-514 -SH 3050-6H z I I b A I EGRESS OWNER'S , 5'-0" GLCrt. `r NEWELL I POST OPTIONAL STAIR LAYOUT m 401-011 2'-4" 11' -Oil 14'-5.. 14'-6" 12'-5" r 3050-5H 3050-514 -SH 3050-6H " I b A I EGRESS OWNER'S , 5'-0" GLCrt. `r 41 o'l `n I� I � 47 BDRM. 14 I �'`'� MEDIA OWNER'S BATH 4x4 HEADS ROOM --4x4 CHASE I 8'-0" GLG. I POST &IS rl rp POSt I p I m I I LUC. in N j ' AL1 BDRM. 2 GL I - , BDRM. i IN �, 22X �� _HEApER 8'-0' c4 ATTf I c �' SI 2' LOW �I W.I.C. -' ® 2-4� WALL in �' 2-0 DN. .......... " A x4 OWNER'S SUITE" 5'-0" GLCrt. `r 41 o'l `n I � 47 �'`'� OWNER'S BATH 4x4 HEADS 8'-0" CLG. I I IS �I 1 I x fop°� .. a 1 I OPT. M. I I e TO + o } LAY. I OPEN -q tut BATH@ I 5 ELOW 3- D z --I— s'-O° GLC. I I N I I eF. z � N 4, -4" 3'-611 &'-0 EGRESS EGRESS iR-1SH 1R-iSH LAUN. in rq- OL O u l �CLG. I o 2340 -SH 4'-1011 71-1' 5'-'1" 4'-'1" 41-I" 71- 2'-4" la' -3" 3'-5" 18' -Oil 91_211 J SEU44"OND 0 PLA.T NOTES: -DENS ARMOR AT 54THROOMS. -PRE1_Al5 SHOWERS/TU56 t0 5r= SET IN TYFF= 2 FOAM. Or"T. OWNER BATl_'l a OWNER'S SUITE STAIR llETAIL A R C H I r E C r$ Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 FIV. 8eLOT:USCA LACE T #101' 08.009 MODEL: "2720" G1EAR&GE SWING. LEFT PAGE: SECOND FLOOR PLAN ARCHITECT STATE OF FLORIDA tANO 12079 toPRD10/14/11 :SCALE: 1/4"=l'—O" A I I `n I �'`'� 4x4 I I I I I J &IS _NR -15H — POSt I I I LUC. in N j ' AL1 BDRM. 2 GL I - , POST i i �, 22X �� 8'-0' c4 ATTf I c �' SI �I W.I.C. -' ® 2-4� I 3050 -SH 3050 -SH R.F. EGRESS EGRESS iR-1SH 1R-iSH LAUN. in rq- OL O u l �CLG. I o 2340 -SH 4'-1011 71-1' 5'-'1" 4'-'1" 41-I" 71- 2'-4" la' -3" 3'-5" 18' -Oil 91_211 J SEU44"OND 0 PLA.T NOTES: -DENS ARMOR AT 54THROOMS. -PRE1_Al5 SHOWERS/TU56 t0 5r= SET IN TYFF= 2 FOAM. Or"T. OWNER BATl_'l a OWNER'S SUITE STAIR llETAIL A R C H I r E C r$ Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 FIV. 8eLOT:USCA LACE T #101' 08.009 MODEL: "2720" G1EAR&GE SWING. LEFT PAGE: SECOND FLOOR PLAN ARCHITECT STATE OF FLORIDA tANO 12079 toPRD10/14/11 :SCALE: 1/4"=l'—O" AREA OF ATTIC = 1867 50. FT. NET FREEE vENTILATION = 1/300 AREA REQUIRED REQUIRED vENTILATION AREA = 1867/300 = X0.3 5Q. FT. (o.3 SQ. FT. X 144 = S01.2 SQ. IN, MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC: = B X SO -1.2 453.E (BALANCE TO 5E PROVIDED IN SOFFIT OR EAvE VENTS) OFF RIDGE vENTILATION AREA = 115 5Q. IN. PER VENT TOTAL " OF VENTS REQUIRED = (4) TOTAL " OF VENTS PROVIDED = (4) (g)tL ,OUVEF DETAIL a-QSCALE: 1/2"=l'-01 2LUMN DETAIL ( 1 �..--'"`,-^-�.`,-.•.. -fig I „OPT. COV. PATIO 8'-8' BRCS. HGT. IV FIN. r -LR. BUILDING HEIGHT 26"-9" 15'-0 3/4" 2ND FLR. BRC.,I HIM 0'-0" FIN. FLR. ri /IqZAl Zip ► Iw. FR T TEXTURED FINISH ID11110►�11Y4�11�1 REAR IELEVaTION TEXTURED FIN15H RA15ED BANDS 12"X16" RAISED LOUVER 24'5<60" APPLIED SHUTTERS ARCHITECTS .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 ti I c� „OPT. COV. PATIO 8'-8' BRCS. HGT. IV FIN. r -LR. BUILDING HEIGHT 26"-9" 15'-0 3/4" 2ND FLR. BRC.,I HIM 0'-0" FIN. FLR. ri /IqZAl Zip ► Iw. FR T TEXTURED FINISH ID11110►�11Y4�11�1 REAR IELEVaTION TEXTURED FIN15H RA15ED BANDS 12"X16" RAISED LOUVER 24'5<60" APPLIED SHUTTERS ARCHITECTS .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 ti N W w u� O U z � O W (7 A� rn 1 SUBDIV. Be LrdT: TUU C A PLACE LOT #1017 PROZECT# 2108.009 MODEL,- "2720" ODEL,„2720, GARAGE SWING: LEFT PAGE: FRONT .AND REAR ]ELEVATIONS 99 A” ARCHITECT- STATE OF FLORIDA JA S CANTWELL NO 12479 PRINT DATE: 10/14/11 SCALE: 1/4"=1' — 0„ SHEET 18'-0 3/4" 2ND 1=LR. BRCa..r, _ 10'-0 3/4" 2ND FfN. Q'-0" FIN. F R . RA15ED 5,4ND5 0'-0" FIN, ELR- LEFT ELEVATION TEXTURED FIN15H R,415ED 5,4ND5 �.0'-0" FIN. FLR, Ir I GET TEXTURED FINISH 8'-8" L,RC — — HGT. — — 0'-0" FIN. ELS. 1 ]PT.�V. PATI® LEFT 51MIL,4R rARCHIrECrS% Design Group lnc. [1441 N. RONALD REAGJBLVD.LONGWOOD, FL 32PH: 407-774-60FAX: 407-774.40www.abdesigngrouAA #: 000332 SUBDIV. Be LOT: TUSCA PLACE LOT #1017 PROJECT# 2108.009 MODEL: 2720 GARAGE SWING: LEFT PAGE: LEFT 8c RIGHT ELEVATIONS AP� ARCHITECT - STATE OF FLORIDA 4JAECANTWELL O 120710/14/11 SCALE: 1/4"=l'—O" SHEET 5 A W W W � d � Lei O 4 4 Lv SUBDIV. Be LOT: TUSCA PLACE LOT #1017 PROJECT# 2108.009 MODEL: 2720 GARAGE SWING: LEFT PAGE: LEFT 8c RIGHT ELEVATIONS AP� ARCHITECT - STATE OF FLORIDA 4JAECANTWELL O 120710/14/11 SCALE: 1/4"=l'—O" SHEET 5 A HEADER SPAN CHART UP TO CONNECTOR SCHEDULE SINGLE SIMPSON SIZE 1'-11 1/2" DES. UPLIFT GRAVITY FASTNER ?- META -16 1450 (71) Udd x 1 1/2 I -PLY/ (6) Ibd 2 -PLY Z 0 (2) META -16 1085 MOO (10) 10d x 1 1/2 1 -PLY (14) Ibd 2 -PLY N Q HETA-16 1810 (0) 10d x 1 1/2 1 -PLY/ (8) Ibd 2 -PLY x 12 14ETA-20 1810 (0) 10d x 1 1/2 1 -PLY/ (8) Ibd 2 -PLY SIZE (2) HETA-20 2055 2SOV (10) I0d x 1 1/2 I -PLY (12) Ibd 2 -PLY DBL 2 MGT + 3969 (1) 5/6' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMMED), (22)1" TO WOOD DBL 2 HGT-2 4 10380 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD DBL 2 HCat-3 + IOD30 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12- EMBED), 06) 10d TO WOOD DBL 2 LTA1 1420 (12) 10d x 1-1/2' VGT 4940 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4' X 3- TO WOOD (2)WiTO-F'LY/3-FLY) 1106MO92 (2) 5/8' ATR. IN HIGH STRENGTH EPDXY (MIN. 12` EMBED), (32) SPS 1/4' X 3' TO WOOD cS) MT5-12 1000 (14) 10d x 1 1/2 HTS -1b 1150 (16) Iod x 11/2 N WTO -20 1450 (24) 10d x 1 1/2 LSTA-12 ++ 925 (10) Iod LSTA-18 ++ 1235 (14) 1" in MSTA-0 ++ MIS (14) 10d Q MSTA-24 ++ 1b40 (16) 10d MSTA-30 2050 (22) 10d MSTA-36 4+ 22+50 (26) 1001 MSTI-366 3800 (36) IJd x 1 1/2 MSTI-48 5065 (48) 100 x 1 1/2 H6 950 (8) 8d TO PLATES, (6) 8d TO STUDS SP4 885 (b) 10d x 1 1/2' TO STUDS A33 150 (4) UTd TO BEAM (4) UAd TO POST. HGP2 645 (6) IOd x 1-1/2' H10 9 - AMU 44 2200 b66D (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 'I' EMBED.) IN CONC. (12) Ibd TO WOOL? ABU 66 2300 12000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 71' EMBED.) IN CONC., 021Ibd TO WOOD TTI9 +++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 71' EMBED.J IN CONC (8)10d TO WOOD = LTT205 +++ 1625 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 71` J IN CONC. (2) ' SOLT TO WOOD U 3610 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7' EMBED-) IN GONG. (18) 10d x 1 1)2' TO WOOD Z Q43150 HTT4 4238 (1) EVD' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 71' EMBED-) IN CONC. (18) Ibd x 2 1/2–to WOOD (1) 5/8' ATR. IN HIGH STRENGTH EPDXY, (MIN. 71' EMBED) IN CONC. (26) 10d x 1 1/2' TO WOOD HTT5 4610 000 ll) 5/B' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 71` EMBED.) IN CONC. (26) 10d TO WOOD /8' A.T.R.N HIGH STRENGTH. 6 Ibd x 2 1/2" TO WOOD HHDQII-SDS 25+ 11,445 I) P A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24)SPS 4' x ' WOOD SCREWS HD71 6480 CI) 71/8' AP. IN HIGH STRENGTH EPDXY (MIN. 71' EMPEDJ IN CONC., (3)4' STUD 13OLTS TO WOOD MBHA 3.56/11.25 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 C.M.U. PACE, (IDA" TO BEAM U1 w Ld MBNA 550/1125 34715 5330 6) 3/4' A.T.R. IN HIGH STRIENGTH EPDXY, (MIN. 615' EMBEDMENT) IN C.M.U. TOP, (I) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.715' EMBEDMENT) IN C.M.U. PACE, O&MOd TO BEAM CD Z a UC210-3 (WOOD 181(4 4 (FLOOR) 18-1/4' x 2-3/4' TITEN ( 3 PER FLANGE) TO CMU, (10) 10d TO WOOD 3140 (ROOF) 2 HUC410 (CMU) 1810 1508b 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) 10a TO WOOD HUC 210-3 1 1810 14000 16-1/4` x 2-3/4` TITEN TO CMU ( 10) 10d TO WOO 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 EMBEDMENT IS GREATER THAN 1' PEEP, THE VERTICAL CELL IN CM.U. WALL MUST BE FILLED SOLID w/ GROUT. 4+ Iod COMMON NAILS CAN 150 SUI'SSTITUTED WITH I0d x 11/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. f,J"2 Lj 4++ MINIMUM EMBEDMENT INTO THE TOP OF A PONDPEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE -1' 0 A.T.R. a A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE LENGTH ETC. vARIES) z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY APPECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL PASTENERS. WHEN USING ZMAX / HDG GALvANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI93 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-20111, 'HIGH WIND -RESISTANT CONSTRUCTION C -HWM -R', T-ANCHORSPEC071, AND ANCHORING 4 FASTENINGS SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-2011. HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REOUIREMENTS MAXIMUM HEADED SWAN (ft.) UP TO 5'-0' TO SINGLE STORY AFPLICATION SIZE 1'-11 1/2" CLEAR SPAN DBL 2 x (0 UP TO 5'-4" PBL 2 x S 5'-4" TO -1'-0" DBL 2 x IO 1'-0" TO 10'-0" D5L 2 x 12 10'-0" AND OVER TUJO STORY ,410 LICATION DOWN 5TAIR5 SIZE CLEAR SPAN DBL 2 x ( UP TO 5'-0' DBL 2 x 8 5'-0" TO (a'-4' DBL 2 x 10 6'-4" TO 8"-0" DBL 2 x 12 S'-0' AND OVER MINIMUM WALL AND HEADER STUD REOUIREMENTS MAXIMUM HEADED SWAN (ft.) UP TO 5'-0' TO 8'-0" U.N.D. 4'-11 1/2° 1'-11 1/2" AND UP NUMBER OF HEADER STUDS ux SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 1 2 AT EACH END OF HEADER 3 FRAM INCA NOTES: 1. HURRICANE 5TRAP5 TO 5E MANUFACTURED 5Y aliw'1PSON STRONG -TIE OR EaUAL, U.N.U. 2.TYPICAL PICAL HURRICANE STRAP'S ARE AS FOLLOW&, UN.O: * TRU55 TO MA5ONRY/CONCRETE SHALL 5E META -1G., * FLOOR J0I5T TO MASONRY/CONCRETE SHALL 5E HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRU55 TO WOOD FRAMING SHALL 5E MT5-12 3.TRU55 TO TRU55 CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED 5Y TRU55 MANUFACTURER. ".REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5.HEADER SPAN CHART & MINIMUM WALL 4 HEADER STUD REa. ARE STANDARD U.N.O ON FRAMING PLAN (o. MIN. 2X4 HIE' CUT 5LOCKING SECURED W/3 -10d GUN NAILS OR 3-12d HAND DRIVES e EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU55 A5 E'ER APA REOUIREMENT5. BRACING LEGEND EXTERIOR GABLE TO BE .-- — — — — — ® BRACED LU/2X4 BLOCKING 4'-0' O.C. (IST 2 BAT'S) 4 2X4 S'I'P 02 X -BRACING. REFER TO TYPICAL DETAIL SHTS FOR 1 1 BRACING REQUIREMENTS m mll mll mll II m m m m m m �- U- LL. LI- u- 1L 1L 1L LL U- LL 11.. LL LL I I uL LL LL LL LL LL T -7I IT- I I II II II II II II II II II II II II II II II II II II I 2Xfv STRDNG 15ACK 1111 I I I I I.I T:: II II II II II II II II II II II II II II II II II II II -- a F T(6 xl H1�R II II 11 II II II II II II - - 6i L—x FT4 L12 FTI FT4 = _ FTI — — — — _ _ •• _ FCxt4 _ ------------ FTI= _ _ — F_ — - -- I Q -TRUSS TO (2)2X4'5 I FT4A FTI Q •• (2) MTS -12 - - 6TU t0 SLAEs � HTT-4 _ FT44 FTI— _ N _ N _ FT44_ Fk FTI- - - n - - I I ,�III� • FT4A — FT] I I � — — — �— — FT4A FT] FT&A I I d _ _ FT4A —_ —. �. FTI _ _ -` —` RI aSTO—'2-2?C<7' 5Q FGT4 •• (2) MTS -12 = _ FT] _ _ STUBS TO SLAB !TT -4 _ FT4 _ — FTI- - --n-- — - - — HUC410 FT4 FT1E — — — — — FT5 FGT5 BLK COL. TO '1'-8" UJ/ (2) META -16 q- p . �N! , j OIL" moll jk. u 11 IN 01 1 FASTEN 2X4 SYP 1*2 OR SPRUCE BEVEL CUT TO TRU55 TOP CHORD W110d x 3' NAILS 6 6" O.C. NOTE STAGGERED TRU55ES MARKED WAN ' ° REQUIRE WEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'S SIGNED E SEALED DRAWINGS FOR LOCATION, 51ZE 4 REQUIRED FASTENERS. DENOTE RAT RUN IP 10'0/C MAX. _ = DEN01E 2xb STRONGDACK a 10'0/C MAX. a–•4,4NC�E=RS TC: 1�� I..JS�I� (5lmpsorl) or (usp) HUS2(0 HU52(0 �^J HHUS46 THD4(o NOTE&: OSECURE 2ND FLOOR STUDS TO FLOOR TRUSS W/ MSTA24 a 48' O.C. (MAX) OSECURE 2ND FLOOR STUDS TO FLOOR GIRDER W/ M6T12 6 32' O.C. (MAX) 2XI2 BM TO &X(o POST (2) MSTA-24. ,�.►C ' E R E r SOUTHERN TRUSS 05/12/11 A R C H IT E C T S 1441 N. RONALD REAGAN BLVD" LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h �a ux x r d cS) N Luo o o U CA � d) z z � lU (P Lb S V 19DiVr ad 1./0 i i TUSCA PLACE LOT #1017 P1t0jECT# 2108.009 MOIDEL- )l2720 GAX&GE SWING: LEFT PAGE: FLOOR FRAMING PLAN ELEV. !!A!! !!B!! & ! f !! C !! ARCHITECT - STATE OF FLORIDA ]DAtZ: 10/14/11 SCAI M: 1/4"=V-0" SHEET kD 0 oF� HEADER SPAN CHART UP TO CONNECTOR SCHEDULE SINGLE SIMPSON SIZE 1'-11 1/2" DES. UPLIFT GRAVITY FASTNER >- META -16 1450 (1) led x 1 1/2 I -PLY/ (6) Ibd 2 -PLY ix Z 0 (2) META -16 1988 1900 (10) led x 1 1/2 1 -PLY (14) I(od 2 -PLY V) 14ETA-16 1610 (9) led x 1 1/2 1 -PLY/ (8) 16d 2 -PLY Q 1 HETA-20 1810 (9) led x 1 1/2 1 -PLY/ (8) Ibd 2 -PLY SIZE 2036 00) led x 1 1/2 I -PLY DBL 2 (2) WETA-20 2500 (12) 16d 2 -PLY D5L 2 NOT + 3965 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBEW, (22) led TO WOOL? PRL 2 HOT -2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) led TO WOOD DCL 2 HGT-3 + 10930 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) led TO WOOD LTAI 1420 (12) led x 1-1/2' VGT 4940 (1) 6/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' weep), (1b) SDS 1/4' X 3' TO WOOD (2)vQAT(2-FLY/3-FLY) 1188/8890 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' TO WOOD MTS -12 1000 (14) led x 1 1/2 HTS -16 1150 (16) led x 1 1/2 HTS -20 1460 (24) led x 1 1/2 LSTA-12 ++ wl1 (le) led LSTA-18 ++ 1235 (14) led V) MSTA-IB ++ 1315 (14) led Q MSTA-24 ++ 1640 (18) led tY MSTA-30 2050 (22) led tj MSTA-36 ++ 20" (26) loci MSTI-36 3800 (36) led x 1 1/2 MSTI-48 6065 (4S) led x 1 1/2 H6 960 (8) 8d TO PLATES, (8) sd TO STUDS SP4 Bob (b) led x 1 1/2' TO STUDS A33 190 (4) led TO BEAM (4) led TO POW. HCI 2 645 (6) led x 1-1/2' 1-1/2 ABU 44 2200 66pb6 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. T' IEMBED.) IN CONC. (12) Ibd TO WOOD A15U bb 2300 12000 (1) 5/6' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' SMpEDJ IN CONC., (12)Ibd TO WOGD LTT19 +++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (SAOd TO WOOD O LTT20 +++ 1621!0 (Il I/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EM15ECQ IN CONC. (2) V BOLT TO WOO = U Z 3610 HTT4 4.235 42aQ (1) 5/0' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' IEMBEDJ IN CONC. (IS) led x 1 1/2' TO WOOD (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' 'EMBED) IN CONC. (IS) I(od x 2 1/2' TO WOOD (1) 5/6'A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' (EMBED-) IN CONC. (26) led x 1 1/2' TO WOOD HTT5 4610(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' (EMBED) IN CONC. (26) 10d TO WOOD 090 /8 A.T.R. IN HIGHSTRENGTH FOXY, EMBED-) IN COO. b wd x O WOOD HHDQII-808 25+ 11,445 1) 1' A.T.R. IN HIGH STIEEI- TH EPDXY, (MIN. 10' EMIDED.) IN CONC., (24W5 V x ' WOOD SCREWS 1 64W (I) 1/8' A.B. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC, (3l ' STUD BOLTS TO WOOL? M13HA 3bb/11.26 3416 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN G.M.U. FACE, (ISAcd TO BEAM W W MBHA 5.50/11:25 3415 5330 (1) 3/4' A.T.R. 114 HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (1) 5/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.19' EMBEDMENT) IN C.M.U. FACE, (ISAOAd TO BEAM Z UC210-3 (WOOD"Isle 34000 (ROS) I6-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU, Q1e) led TO WOOD S 14UC410 (CMU) 1810 15085 I5-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) led TO WOOD HUC 210-3 1810 14000 16-1/4' x 2-3/4' TIT N TO CMU ( 1e) led TO WOO HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO W56TITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN I' DEEP, THE VERTICAL CELL IN CJM.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ led COMMON NAILS CAN BE SUBSTITUTED WITH led x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION 1N THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONI?BEAM WILL ME 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' 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 MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPAN51ON ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINI=ER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2011' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HWeb-R', T-ANCHORSPEC01, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATAL-00 C-2011. HEADER SPAN CHART MllelimUM STUD 1 5RAC INCA LEGEND 1 EXTERIOR GABLE TO 5E ® BRACED W/2X4 5LOCKING a 4'-0" D.G. (IST 2 SAYS) 4 2X4 5YP 02 X -BRACING. REFER TO TYPICAL DETAIL 51-IT5 FOR 5RACING REQUIREMENTS F,45TEN 2X4 S'P 02 OR SPRUCE BE VEL CUT TO TRUSS TDP CHORD W/IOd x 3" NAILS 6 6" O.G. NOTE: 5TAGGERED TRUSSES MARKED UJ/AN "* " REQUIRE WEB STIFFENERS FOR PERMANENT STRUCTURAL RE5TRAINT OF INpIvIDUAL TRUSS MEM5ER5. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE i REQUIRED FA5TE:NERS. I -1.4N C R TCD FSE- (Simpson) SE(Simpson) or (USP) G) HU526 HU526 NHU54� THD4( DENOTE TRU55 UIEB BRAG REQUIRED. _ ... = DENOTE RAT RUN 6 10'0/G MAX. ... = D NOTE 2X6 5TRONGBACK s 10'0/C MAX. WALL AND HEADER REOUIREMENTS MAXIMUM a4EADER 51=AN (ft.) UP TO 5'-0' TO SINGLE STOR`r APPLICATION SIZE 1'-11 1/2" CLEAR SPAN D5L 2 x (0 UP TO 5'-4" DBL 2 x 5 5'-4" TO 1'-0" DFL 2 x 10 1'-0" TO 10'-0" D5L 2 x 12 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x (o UP TO 5'-0' D5L 2 x 5 5'-0" TO (o'-4' PRL 2 x 10 (o'-4" TO 8"-0" DCL 2 x 12 5'-0' AND OVER MllelimUM STUD 1 5RAC INCA LEGEND 1 EXTERIOR GABLE TO 5E ® BRACED W/2X4 5LOCKING a 4'-0" D.G. (IST 2 SAYS) 4 2X4 5YP 02 X -BRACING. REFER TO TYPICAL DETAIL 51-IT5 FOR 5RACING REQUIREMENTS F,45TEN 2X4 S'P 02 OR SPRUCE BE VEL CUT TO TRUSS TDP CHORD W/IOd x 3" NAILS 6 6" O.G. NOTE: 5TAGGERED TRUSSES MARKED UJ/AN "* " REQUIRE WEB STIFFENERS FOR PERMANENT STRUCTURAL RE5TRAINT OF INpIvIDUAL TRUSS MEM5ER5. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE i REQUIRED FA5TE:NERS. I -1.4N C R TCD FSE- (Simpson) SE(Simpson) or (USP) G) HU526 HU526 NHU54� THD4( DENOTE TRU55 UIEB BRAG REQUIRED. _ ... = DENOTE RAT RUN 6 10'0/G MAX. ... = D NOTE 2X6 5TRONGBACK s 10'0/C MAX. WALL AND HEADER REOUIREMENTS MAXIMUM a4EADER 51=AN (ft.) UP TO 5'-0' TO 81-011 U.N.D. 4'-11 1/2" 1'-11 1/2" ANP UP NUMBER OF HEADER 5TUD5 SUPPORTING END OF HEAC)ER 1 2 3 NUM5ER OF FULL LENGTH STUDS Lu I O 2 Z 11.1 Z z AT EACH END OF HEADER 1 3 TYR 2x12 BM./HDR. FRAM ING NOTES: 1. HURRICANE STRAPS TO SE MANUFACTURED 5`1' 5IMP50N STRONG -TIE OR EaU,4L, U.N.O. 2.1')-PICAL HURRICANE STRAI''5 ARE AS FOLLOWS, UN.01. * TRU55 TO MASONR T /CONCRETE SHALL 5E META -16 * FLOOR J015T TO M,450NRY/CONCRETE 5HAL L 5E HETA-1(o AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRU55 TO WOOD FRAMING SHALL 5E MT5-12 3.TRU55 TO TRU55 CONNECTION5 ,AND HANGERS, 5HALL BE 1DE51SNE1D AND SUPPLIED BY TRU55 M,4NUFACTURER, 4.REFER TO TRU55 MANUFACTURER'5 SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5.HEADER SPAN CHART 4 MINIMUM WALL 4 HEAIDER STUD REa. ARE STANDARD U.N.O ON FRAMING PLAN (o . MIN. 2X4 HIP CUT 5LOGKING SECURED UJ/3-100 GUN NAILS OR 3-126 HAND DRIVES e EA. END. CUT PITCH 4 5EVEL TO FIT TIGHT TO TRU55 ,45 PER APA REOUIREMENT5. Ru"OF FRAMING -T P LAN TRU55 TO 4X4 P05T = (1) HTS -20 11 . 1 -1 -_11 1J 1. 1r /A % tial^ -1• A 1 dye ELE'rlv-/r ATIO"N B OR !A SOUTHERN TRU55 05 02/11 A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 H W N W W ! h N Lu I O N Y�- Z 11.1 Z z O IV 17- A SVSDXV. de 1.107%. TUSCA PLACE LOT #101'7 PROJECT# 2108.009 MODEL&- ))2"720)) GFARAG IC SWING: LEFT PAGE: ROOF FRAMING PLAN ELEV. 9 )) C )) ARCHITECT, STATE OF FLORIDA DATE: 10/14 11 SCAIM: 1/4"=1'—o„ SNEET C-) 7 +DF 0 �� ELECTRICAL LEGEND 5'T'M5OL DEFINITION NOTES VA 125Y OUTLET 20 AMP SINGLE POLE j 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 110Y OUTLET 1500 GFI 42 " 1/2 OF OUTLET A.F.F. '0,P.1:'. I10V OUTLET WIRED t0 ,r FOR--- 1 CLOTHES DRYER SWITCH 1 DISPOSAL DOOR EQUIPED WITH 35860 6 I10V OUTLET GROUNDPFAUI-T (TAMPS iaU REMAINDER OF GENERAL LOAD AT 40% 25860 VA x .4 GFI TANT 20344 2200 OUTLET 4 WIRE CONNECTION 6720 LIGHT FIXTURE --- EXTERIOR GROUND FAULT Cwar WATERPROOF INTERRUPTER --- OUTLET 20344 SWITCH 13220 SWITCH 3 -WAY OPER. 4 SWITCH 4 -WAY OPER. WALL MOUNTED LIGHT CEILING LIGHT 1 �oYPOOTF VAPOR LIGH r RECESSED CAN ® VENT. FAN 1 CFM PER SQ. FT. VENT. FAN 1 CFM PER W/LIGHT SQ. Ft. 2' LIGHT STRIP 4' LIGHT STRIP 4' RECESSED 2_5UL5 WRAP ® FLUORESCENT LIGHT AROUND HT _ 2' FLUORESCENT 4'FLUORESCENT 4' TRACK LIGHT © PANEL METER SMOKE 15ATT.15ACK-UP (� RPIRE DETECTOR W/ NTER_ BATT. HACK -UP MOUNTED Wi HARDWIRE S ECINTER- P. DETECTOR CONNED BATT. BACK-UP GAR$DN W1 HARDWIRE (Qj MONOXIDE/ CONNECTED 1CY5/CO SMOKE DETECTOR 614AI-L 06 A COM50 DISTANCE OF NOT LESS THEN 4" FROM WALL PENDANT LIGHT NATURAL GAS OUTLET TELEPHONE JACK WATER HEAT. DISCONNECT A/G AIR. COND. DISCONNECT E TELEVISION JACK CEILING 53= REQUIRED TO BE SUPPORTED J O J -50X IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING 15OX CEILING REQUIRED TO FAN/LIGHT BE SUPPOR'T'ED IN ACCORDANCE U/ Box MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL KP SECURITY KEYPAD PUSH- FOR 4• pB. BUTTON CHIMES * LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO 5E VERIFIED Q HOMEOWNER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN ALL HA51TAIBLE ROOMS TO 5E ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI a ISLAND (NOT ON KITCHEN CIRCUIT) * DI5HWA5HER DISCONNECT TO 5E LOCKOUT IN PANEL * 5ATHROOM EXAU5T FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENTfi=5C 2001,RESIDENTIAL CODE TA5LE M15063) * LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT- INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL 5E NON METALLIC CA5LE AS N.E.G. 2005 ARTICLE 300.(5) (2) * ALL RECEPTACLES TO 5E TAMPER- RESISTANT TYPE ra WH GOND. 0 GF I IRRIGATION (LliL OUTLET a l`I 48" A.F.F. METER z FIELD VERIF IL PATIO G�I � H5 GFI GFI GFI GFI OPT. OPT. IGF BREAKFAST j j z 4�,Y PRE -WIRED GFI CLG FAN KITCHEN OUTLET OUTLET FOR -- FOR D.W. I T• COPT. OPT. kT MICRO. ` GFI -� � o FAMILY Roots FI — — _ — — — DPT-_ _ =OFT. F — — A/C NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE 2006 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5, ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS NOTED OTHERWISE. GRADE POWER COMPANY TRANSFORMER w 1qI � REF. j ELEOVIDE 200AMP, 120/240 VOLT, CTRICAL C L R ICE. PROVIDE 31 x"2/0 COPPERHASE R N U u \ DINING ROOM oI b Tj 2ND,1 FLR. I I . I LIVING ROOM ` I PRE -WIRE CLG CLG FAN / d M S.D. O >� FOYER`� 1 OPT. ,�AOWP. CO0 4 ` LIC�IHT ��------------.--.--_.,�,_1j c�fl"I�s ( GFI 1 1. - – — — Z7P 7- REQ. 1 DINING ROOM (OL? PTIONAL BEDROOM 45 INS 2" DIA SCHEDULE 50 PVC CONDUIT OR PROVIDE 3 04/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED 15Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO 51D. NEUTRAL CALCULATION: LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA * 100%, REMAINDER v 355vp NET LOAD: (o,949 VA RANGE: 12,000 ID 10% B,400 VA DRYER: 5,000 ID 10916 3500 VA TOTAL 18,849 VA NEUTRAL AMPACITY: 18,489 / 240 = 7a A 1*2 AL MINIMUM NEUTRAL CONDUCTOR. I L REF. v GFI I DINING D I I I \\ ROOM II II II II II — — — — — — — — — — — — J ------------- I- — — — — — — — — — — — — / II I� ��� i iiiiii I i I W1011010 I E (�)COVRED f DEN / LIVING 1 I I ROOM � II 1 II � I I ITTwf a OPTIONAL DEN PROVIDE 3 2/0 CU, 1 #4 CU GND 2" CONDUIT OR PROVIDE 3 4/0 AL, 1 04 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT O OVERHANG.) COMIEINATION SERVICE 200 AMP DISCONNECT SWITCH AND 1210/240 VOLT ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE MLO e)M O PANEL 20OA/2 MC15 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM P OND ING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 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 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE*D2) T LOAD INFORMATION VA � 8180 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 1 LAUNDRY CIRCUIT AT 1500 GFI 42 " 12000 A.F.F. '0,P.1:'. 1 DISHWASHER ,r FOR--- 1 CLOTHES DRYER GARAGE 1 DISPOSAL DOOR SUBTOTAL OF GENERAL LOAD 35860 FIRST 10 KVA OF GENERAL LOAD AT 1009 10000 REMAINDER OF GENERAL LOAD AT 40% 25860 VA x .4 10344 ,f 1 20344 11 i KEYLESS 6720 LIGHT FIXTURE --- GARAGE 8500 PGFI --- OUTLET FOR 20344 OPT. GARAGE 13220 DOOR OPENER 33584 u \ DINING ROOM oI b Tj 2ND,1 FLR. I I . I LIVING ROOM ` I PRE -WIRE CLG CLG FAN / d M S.D. O >� FOYER`� 1 OPT. ,�AOWP. CO0 4 ` LIC�IHT ��------------.--.--_.,�,_1j c�fl"I�s ( GFI 1 1. - – — — Z7P 7- REQ. 1 DINING ROOM (OL? PTIONAL BEDROOM 45 INS 2" DIA SCHEDULE 50 PVC CONDUIT OR PROVIDE 3 04/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED 15Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO 51D. NEUTRAL CALCULATION: LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA * 100%, REMAINDER v 355vp NET LOAD: (o,949 VA RANGE: 12,000 ID 10% B,400 VA DRYER: 5,000 ID 10916 3500 VA TOTAL 18,849 VA NEUTRAL AMPACITY: 18,489 / 240 = 7a A 1*2 AL MINIMUM NEUTRAL CONDUCTOR. I L REF. v GFI I DINING D I I I \\ ROOM II II II II II — — — — — — — — — — — — J ------------- I- — — — — — — — — — — — — / II I� ��� i iiiiii I i I W1011010 I E (�)COVRED f DEN / LIVING 1 I I ROOM � II 1 II � I I ITTwf a OPTIONAL DEN PROVIDE 3 2/0 CU, 1 #4 CU GND 2" CONDUIT OR PROVIDE 3 4/0 AL, 1 04 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT O OVERHANG.) COMIEINATION SERVICE 200 AMP DISCONNECT SWITCH AND 1210/240 VOLT ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE MLO e)M O PANEL 20OA/2 MC15 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM P OND ING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 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 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE*D2) HOUSE PLAN: 2720 MODEL LOAD INFORMATION VA 2720 SQFT GENERAL LIGHTING X3 VA PER SQFT 8180 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 SUBTOTAL OF GENERAL LOAD 35860 FIRST 10 KVA OF GENERAL LOAD AT 1009 10000 REMAINDER OF GENERAL LOAD AT 40% 25860 VA x .4 10344 TOTAL NET GENERAL LOAD 20344 4 TON HEAT PUMP#1 28 AMPx 240 VA- 6720 2.5 TON HEAT PUMP#2 21 AMPx 240 VA= --- 10 KW ELECTRIC HEAT AT 85% 8500 5 KW ELECTRIC HEAT AT 85% --- NET GENERAL LOAD 20344 NET TOTAL HEAT 13220 TOTAL LOAD 33584 CALCULATED LOAD FOR SERVICE 33584 VA/240 V 140 AMP 200 AMP SERVICE NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL HE ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. 2 " VTR 2 ° VTR I 211 2" VTR JI 1/2' ,V I I ~ �. LAV. LAV. 3 I OPT. 2° VTR [ITr /21 Jig- 2- 211-1 - a" I 211 WASHER 1 TO MAIN KITCHEN SINK W/ AUTO VENT PLUMBING RISER I ARCHITEGrS1 Design Group,„c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU39DIV. & LOT: 11, A PLACE LOT #1017 PROJECT# 2108.QQ� MODEL - "272U” GARAGE SWING: LEFT PAGE: PLUMBING MISER DIAG. & 1ST FL. ELEC. PLAN ARCHITECT., ,STATE OF FLORIDA raATE: 10/14/11 SCAM: I/4" -1'-O SHEET o W o a Q m � O � O SU39DIV. & LOT: 11, A PLACE LOT #1017 PROJECT# 2108.QQ� MODEL - "272U” GARAGE SWING: LEFT PAGE: PLUMBING MISER DIAG. & 1ST FL. ELEC. PLAN ARCHITECT., ,STATE OF FLORIDA raATE: 10/14/11 SCAM: I/4" -1'-O SHEET o ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 12SY OUTLET G AMP SINGAMP POLE 8 Ilov OUTLET cl) 1/7 Cr- OUTLET 110Y OUTLET WIRED to SWITCH EQUIPED WITH GROUND FAULT 8GFI IIfAV OUTLET RTANT W lTA]h SI ��ff iY ¢WIRE 220V OUTLET CONNECTION O d EXTERIOR FAULT GROUND GWFPI WATERPROOF INTERRUPTEROUTLET SWITCH Q N SWITCH 3 -WAY OPER. lt4 SWITCH 4 -WAY OPER. WALL MOUNTED LIGHT CEILING LIGHT Y♦ OR ROOOFF CO) m<(p VP LIGHT cRECESSED 1o;l CAN VENT. FAN l CFM PER SQ. FT. VENT. FAN 1 CFM PER W/LIGHT SQ. FT. 2' LIGHT STRIP 4' LIGHT STRIP ® 4' RECESSED FLUORESCENT 2-5UL15 WIRAP LIGHT AROUND T FLUORESCENT = = = 4' FLUORESCENT 4' TRACK LIGHT PANEL METER SMOKE 15ATT.13ACK-UP 06,C). DETECTOR W/ NTE IufR>_ BATT. F3ACK-UP MOUNTED W/ HARDWIRE S SMOKE TE - D. DETECTOR CONNECTED 15ATT. ISACK-UP CARi?UON W/ HAR?WI1� (95/CO MONOXIDE/ CONNECTED SMOKE DETECTOR SHALL BE A COMBO DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET TELEPHONE JACK Fujlw WATER HEAT. p ISCONNECT n AIR. GOND. DISCONNECT Tv. TELEVISION JACK ILINM 1107 REQUIRED TO BE SUPPORTED J-BCk ACCORDANCE BORKE0 W/ AS SUCH FOR INSPECTION CEILING FAN/LIGHT REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ DOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL KP SECURITY KEYPAD PUSH- FOR 4Pp BUTTON CHIMES * LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED 0 HOMEOWNER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DI=DILATED LAUNDRY CIRCUIT. * GFI * ISLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL * BATHROOM EkAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENTfr-5C 2001,RESIDENTIAL CODE TABLE M15063) * LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL BE NON METALLIC CABLE AS NE.C. 2008 ARTICLE 30(0.(0) (2) * ALL RECEPTACLES TO BE. TAMPER- RESISTANT TYPE SEU"OND 0 It1O R ELEu4`TRlu'-""AL PLAN (Lu"PT. OWNER'S BATH Q BATH #2 OFT. OWNER'S BATH A R C H I r E C r S Design Group ins. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA PLACE LOT #1017 PROJECT# 2108.009 MODEL: "2720" GARAGE SWING: LEFT PAGE: 2ND FLOOR ELECTRICA.L PLAN IL - ARCHITECT STATE OF FLORIDA PRINT DATE: 10/14/11 .SCALE: 1/403=11-0001 w W cl) W > iY . clo Q p z O d 1L } Q N m<(p SUBDIV. & LOT: TUSCA PLACE LOT #1017 PROJECT# 2108.009 MODEL: "2720" GARAGE SWING: LEFT PAGE: 2ND FLOOR ELECTRICA.L PLAN IL - ARCHITECT STATE OF FLORIDA PRINT DATE: 10/14/11 .SCALE: 1/403=11-0001 w 272010TCHEN 36 OR (03-07-11) KITCHEN CABINET LAYOUT #: I I Scale :01/2" 1/2" — I'll DR HORTON HOMES SUBDIVISION: LOT BLOCK: PO WDEIR) BATH CABINET LAYOUT MODEL: 2720 PG—of_ DR HORTON HOMES SUBDIVISION: LOT BLOCK: MODEL: 2720 PG of OPT. LAV. C5VSB6034H OWNER'S BATH DOOR STYLE: L=1BX PARTS: 2 - UF6 ' 1 - BTK8 PRT 1 - UM8 BLD GARAGE RIGHT MARCH 2010 FEBRUARY 2011 MARCH 2011 x A DR HORTON HOMES MODEL: 2720 GARAGE RIGHT SUBDIVISION: MARCH 2010 LOT BLOCK: PG _ of _ FEBRUARY 2011 MARCH 2011 1 - BCF27 140" o w 2720 BATHS _OPTIONS OR (03-07-11) 581' 38" 4" ----------------------------.................................. ... --...... ------------------ .......---- ....... void W3636 CABINET W3636 LOT BLOCK: N 1 - UF3P 3 VF642 B42 B42 Q to 1 - FL36 (VOIDS) ur6I O� 5-CM8BLD a � � O Q ul+6 ,i M --------- ---_____________ ----------------------------------- -------------------- d N B18L u>42 ID - 15" PANTRY BY BUILDE *** 36" UPPERS *** A 0i fill void ro W3036 W3924 X 24 DP *** NO TILT -OUTS *** STAGI SR 96- -8611 lk 56", *** NO SLIDE -OUTS *** 150" ' :- -_-- waU Mi to *** CROWN = STANDARD All dimensions -size designations TIMBERLAKE rrrrrrrrrrrrrrrrrrrrrrrrrrrrrr*rrr CEILING HGT 8'.- 8"=p given are subject to verification on Designer: P. Nottbohm Primed: 03/07/11 --------------------- -------------------DOOR job site and adjustment to fit job This is an original design and must DOOR STYLE• conditions. OF not be released or copied unless L = 21 BX applicable fee has been paid or job PARTS: O order placed. 1 - UF3 WD (REF) civ in 1 - UF3 P 4 - UF342 P `''DWR3-- _ _ -- �3 3-UF6P 272010TCHEN 36 OR (03-07-11) KITCHEN CABINET LAYOUT #: I I Scale :01/2" 1/2" — I'll DR HORTON HOMES SUBDIVISION: LOT BLOCK: PO WDEIR) BATH CABINET LAYOUT MODEL: 2720 PG—of_ DR HORTON HOMES SUBDIVISION: LOT BLOCK: MODEL: 2720 PG of OPT. LAV. C5VSB6034H OWNER'S BATH DOOR STYLE: L=1BX PARTS: 2 - UF6 ' 1 - BTK8 PRT 1 - UM8 BLD GARAGE RIGHT MARCH 2010 FEBRUARY 2011 MARCH 2011 x A All dimensions size designations given are subject to verification on job site and adjustment to fit job ns conditio. 1 - UF642 P *rrsrrrrrr*rrrrrrr«rrrrrrrrrrrrrrr Designer: P. Nottbohm This is an original design and must not be released or copied unless applicable fee has been paid or job signed: 03!07111 Printed: 03/07/11 4 1 - DWR3 order placed. 1 - BCF27 o w 2720 BATHS _OPTIONS OR (03-07-11) FLOORPLAN Drawing #: 1 3 - BTK8 PRT GARAGE RIGHT MARCH 2010 OWNERS ]BATH DR HORTON HOMES SUBDIVISION: FMARCEBRH 2 11011 CABINET 3 - UM8 BLD LOT BLOCK: 1 - UF3P Q to 1 - FL36 (VOIDS) uu 5-CM8BLD a � � O Q M ----------------------------------- -------------------- d B18L u>42 ID - 15" PANTRY BY BUILDE A 0i fill void ro W3036 W3924 X 24 DP STAGI SR 96- -8611 lk 56", 150" waU continues All dimensions -size designations TIMBERLAKE rrrrrrrrrrrrrrrrrrrrrrrrrrrrrr*rrr Designed: 03/07/11 given are subject to verification on Designer: P. Nottbohm Primed: 03/07/11 job site and adjustment to fit job This is an original design and must conditions. OF not be released or copied unless applicable fee has been paid or job -.....0 order placed. 272010TCHEN 36 OR (03-07-11) KITCHEN CABINET LAYOUT #: I I Scale :01/2" 1/2" — I'll DR HORTON HOMES SUBDIVISION: LOT BLOCK: PO WDEIR) BATH CABINET LAYOUT MODEL: 2720 PG—of_ DR HORTON HOMES SUBDIVISION: LOT BLOCK: MODEL: 2720 PG of OPT. LAV. C5VSB6034H OWNER'S BATH DOOR STYLE: L=1BX PARTS: 2 - UF6 ' 1 - BTK8 PRT 1 - UM8 BLD GARAGE RIGHT MARCH 2010 FEBRUARY 2011 MARCH 2011 *** POWDER BATH USES A PEDESTAL LAV *** 142" a VSB3 DOOR STYLE: L=1BX BATH 2 PARTS: 1-UF3P 1 - UM8 BLD I - BTK8 PRT All dimensions _size designations -- TIMBERIAKE rrrr*rrr*r***rrrrrrrrrrrrrrrr««•rr Designed: 03/07/11 given are subject to verification on Designer: P. Nottbohm Printed: 03/07/11. job site and adjustment to fit job This is an original design and must conditions. not be released or copied unless applicable fee has been paid or job order placed. 2720 BATHS _OPTIONS OR (03-07-11) IFLOORPLAN I Drawing #: 1 Scale : 0 1/2" = 1 - DOOR STYLE: BASE PARTS: 1 - BTK8 P 1 - UM8 BLD L=2BX UPPER PARTS OVER BASE: 1 - UM8 BLD C L = 2 BX -+ UPPER PARTS OVER W / D: 1-UF3P 1 - UM8 BLD L=2BX 1,1111"Figm;- , e ii CABINET LAYOUT MODEL: 2720 GARAGE RIGHT MARCH 2010 PG _ of _ FEBRUARY 2011 MARCH 2011 OPT LAUNDRY BASE OPT LAUNDRY UPPERS OVER BASE OPT LAUNDRY UPPERS OVER W/D I[L 12"4 x A All dimensions size designations given are subject to verification on job site and adjustment to fit job ns conditio. TIMBRLId1K' *rrsrrrrrr*rrrrrrr«rrrrrrrrrrrrrrr Designer: P. Nottbohm This is an original design and must not be released or copied unless applicable fee has been paid or job signed: 03!07111 Printed: 03/07/11 4 :, order placed. o w 2720 BATHS _OPTIONS OR (03-07-11) FLOORPLAN Drawing #: 1 Scale: 0 1/2' m 1' GARAGE RIGHT MARCH 2010 OWNERS ]BATH DR HORTON HOMES SUBDIVISION: FMARCEBRH 2 11011 CABINET LAYOUT LOT BLOCK: *** POWDER BATH USES A PEDESTAL LAV *** 142" a VSB3 DOOR STYLE: L=1BX BATH 2 PARTS: 1-UF3P 1 - UM8 BLD I - BTK8 PRT All dimensions _size designations -- TIMBERIAKE rrrr*rrr*r***rrrrrrrrrrrrrrrr««•rr Designed: 03/07/11 given are subject to verification on Designer: P. Nottbohm Printed: 03/07/11. job site and adjustment to fit job This is an original design and must conditions. not be released or copied unless applicable fee has been paid or job order placed. 2720 BATHS _OPTIONS OR (03-07-11) IFLOORPLAN I Drawing #: 1 Scale : 0 1/2" = 1 - DOOR STYLE: BASE PARTS: 1 - BTK8 P 1 - UM8 BLD L=2BX UPPER PARTS OVER BASE: 1 - UM8 BLD C L = 2 BX -+ UPPER PARTS OVER W / D: 1-UF3P 1 - UM8 BLD L=2BX 1,1111"Figm;- , e ii CABINET LAYOUT MODEL: 2720 GARAGE RIGHT MARCH 2010 PG _ of _ FEBRUARY 2011 MARCH 2011 OPT LAUNDRY BASE OPT LAUNDRY UPPERS OVER BASE OPT LAUNDRY UPPERS OVER W/D I[L 12"4 0 0 m x A � w co 4 :, o w 0 0 0 m x A � w co 4 o All dimensions -size designations given aro subject to verification on job site and adjustment to fit job conditions. 2720 BATHS JOPTIONS 100" -L rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr Designed: 03/07/11 Designer: P. Nottbohm Printed: 03/07/11 This is an original design and must not be released or copied unless applicable fee has been paid or job order placed. I FLOORPLAN I Drawing #: 1 I Scale: 0 1/2" =1' A R C H I T E C T S Design Group inc0. JL"JL IN. nVIYMLIJ nL.M%;4 11 uLrv. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 suli1xV. a EBV TUSCA PLACE LOT #1017 PROJECT# 2108.009 MODEZA „2720" GARAGE SWING: LEFT PAGE: CABINET LAYOUTS ARCHITECT - STATE OF FLORIDA JAM CANTWELL AFV NO 12079.Al PRINT I>ATE: 10/14/11 SCALE: 1/401=10-0 0$ lop �_iff_ Vi) 4 C1 C1 Q uu � � O Q 4 z d A 0i q suli1xV. a EBV TUSCA PLACE LOT #1017 PROJECT# 2108.009 MODEZA „2720" GARAGE SWING: LEFT PAGE: CABINET LAYOUTS ARCHITECT - STATE OF FLORIDA JAM CANTWELL AFV NO 12079.Al PRINT I>ATE: 10/14/11 SCALE: 1/401=10-0 0$ lop �_iff_ Vi) GRADE —C1J 46 REBAR VERTICALLY W/ GONG. - POUR CELL R-4.2 INSULATION TEXTURED FINISH E A 8' CMU �. F In' GYP. WL. BD. WOOD BASE O ge'4'4' CONC, REINF. W/ 6'xb' 150 WLM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATMENT SHALL BE BORA-CARE (2) 95 REBAR ON CHAIRS 1 -STORY FOOTING 1 W BLOCK WALL SCALE: 1/2'-1'-0' 4' CONC, 4" CONC, REINI W/ 6'xb' 010 ULM OR FIBERMESH ON b -MIL POLY 4' ETHYLENE VAPOR BARRIER ON WELL-COMPACTELL TERMITE TREATEMENT H C4A A -CARE THICKEN EDGE 4 SCALE-. In'=I'-0' M 4' CONC, REINF, W,' 6'x6' 010 WWM OR F15ER"'IESH ON 6 -MIL POLY ¢Y ¢• ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT $HALL BE BORA-CARE GARAGE STEP-UP NON-BEARING SCALE: •4 4' CONC, REINF. W115'x6' 010 Wal OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE ma. a. 4. TREATEMENT $HALL BE BORA-CARE 4' +'S REBAR ON CHAIRS &_CLoNCR�� SECURE PST. PLATE t0 BLK W/ i' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. a 32' OC MAX. 4' CONC., REINF. W/ 6'x6' MO WW OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON i WELL -COMPACTED CLEAN TERMITE in u ¢, 8' 4' TREATEMENT SHALL BE BORA-CARE !2) 113 REBAR ON CHAIRS 1 -STORY FOOTING � AT L.B.W. W UPLIFT SCALE-. 1/2'-I'-0' STUDS 16' O.C. MAX 5 1/2' 6 HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ }' ANCHOR BOLT W/ 2" WASHER SET IN ►� SIMPSON HIGH STRENGTH EPDXY 'I' EMBED. MIN. A 32" OC MAX. e 4 ° Y�4Y�..IFr—y a. ° ° 4' CONC, REINF. W/ 6'xb' 110 WW1 OR zw FIBERMESH ON 6 -MIL POLY F ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE 4' 8' 4' 4' TREATEMENT SHALL BE BORA-CARE 1'-4' (2) +115 REBAR ON CHAIRS GARAGE STEP-UP 1 -STORY L.B.W. SCALE: I/1'=1'-0' I I I" RECESS FOR SGi.D. TRACK FINISH FLOOR .• •e;. a' a' a4 . .d: 1 a SLAB AT S. G. D. SCALE, 1'-1'-0' SECURE St. PLATE t0 SLAB 111141 ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T' EMBED. MIN. 0 32' OC MAX. a .. A. e 4 . 4' CONC, REINF. W/ 6'x6' 1112 WWM OR FIBERMESH ON 6 -MIL POLY OETHYLENE VAPOR BARRIER ON O WELL -COMPACTED CLEAN TERMITE ¢, 1,-0. TREATEMENT SHALL BE BORA-CARE (3) 15 REBAR ON CHAIRS 2 -STORY FOOTING AT L. B.W. aCALE: 1/2' -1' - W 5 1/2' A HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T' EMBED. MIN. i 32' OC MAX. . • • , e•1�.. . • . 4' CONC, REINF. W/ 6'x6' 190 WWM OR FIBERMESH ON 6 -MIL POLY Z ETHYLENE VAPOR BARRIER ON E WELL -COMPACTED CLEAN TERMITE iq V ¢" 6" F+" 4" TRE ATEMENT SHALL BE SORA -CARE 1'-8Y (3)115 REBAR ON CHAIRS GARAGE STEP-UP �A 2 -STORY L.B.W. SCALE: 1/2'-_V-0' RECESS FOR GARAGE DOOR a: a +' 4'CONC, REINK W/ 6'x6' 110 ULM OR FIBERMESH ON 6 -MIL POLY 1'-0' ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT $HALL BE BORA-CARE (1) 15 REBAR ON CHAIRS 11 GARAGE DDDR FOOTING SCALE: In'.I'-0' SECURE BT. PLATE TO SLAB W/ 10d CUT NAILS/ MASONRY NAIL • 32' O.C. MAX 4' CONC, REINF. W/ 6'xb' 410 WLLM OR FIBEWE$H ON 6 -MIL POLY xETHYLENE VAPOR BARRIER ON r_ WELL -COMPACTED CLEAN TERMITE 4' 8' ¢' TREATEMENT SHALL BE BORA-CARE YY (2) 013 REBAR ON CHAIRS 1 -STORY FOOTING AT L.B.W. W NO -UPLIFT) SCALE: I n `• I'-0' EXTENDED SLAG 1 1/2' CURB HEIGHT VARIES 1/2' RECESS FOR SERVICE OR m T.. CONC, REINF. LU/ 6'x6' A0 LLLLM OR ERMESH ON 6 -MIL POLY YLENE VAPOR BARRIER ON LL -COMPACTED CLEAN TERMITE :ATFMENT SHALL BE BORA-CARE 115 REBAR ON CHAIRS i+1 SLAB AT GARAGE SERVICE DOOR SCALE: In'=1'-0' NOT USED 1 /.. I.F(1)06 REBAR VERTICALLY W/ CONC, POUR CELL 8" CMu CURB HEIGHt VARIES WS -4- 4' CONC., REINF. W/ 6'x6' Me WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (2)'113 REBAR ON CHAIRS U 1 -STORY FOOTING AT GARAGE SCALE: 1n'=1'-0' TEXTURED FINISH (1)15 REBAR VERTICALLY W/ CONC. FOUR CELL R-11 NSULATION MIN. STUDS Ib' O.C. MAX GAS LINE 1/2' GYP. WL. BD. TEXTURED FINISH WOOD BASE ECURE Bt. PLATE TO BLK W/ }' S' CMU ANCHOR BOLT WI 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 7" 8' CMU EMBED. MIN. A 32' Or, MAX. oc . q• r ° A • . A , ' 4' CONC, REIN. W/ b'xb' 010 WWM OR rn FIBERMESW ON 6 -MIL POLY -- WOOD BASE ° i. ETHYLENE VAPOR BARRIER ON WOOD BASE WELL -COMPACTED CLEAN TERMITE 0'-0' FIN. FLR. '. tREATEMENt SHALL BE BORA-CARE at L -N +n ¢Y 8Y (2) +55 REBAR ON CHAIRS + ' 1,-4, •• :•°° <• e .°. , .a° 1 -STORY FOOTING WZ FRAME WALL �)_ SCALES I.F(1)06 REBAR VERTICALLY W/ CONC, POUR CELL 8" CMu CURB HEIGHt VARIES WS -4- 4' CONC., REINF. W/ 6'x6' Me WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (2)'113 REBAR ON CHAIRS U 1 -STORY FOOTING AT GARAGE SCALE: 1n'=1'-0' il3 • a . 4' CONC, REINF. W/ 6'xb' 110 UU" I OR ' FIBERMESH ON 6 -MIL POLY *' q • * 4 ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (3) *!� REBAR ON CHAIR$ mV 2 -STORY FOOTING 13 W BLOCK WALL SCALE: 1/2' m 1'-0" CAULK AND SEAL (1)15 REBAR VERTICALLY W/ CONC. FOUR CELL (1) i13 REBAR VERTICALLY W/ CONC. FOUR CELL R-4.2 INSULATION GAS LINE Z TEXTURED FINISH CURB HEIGHT VARIES I J' Pvc SLEEVE FOR GAS LINE S' CMU iJ 4' CONC, REINF. W/ 6'x15' UJI11M OR 8' CMU oc ly 1n' GYP_ WL. W. N 1/2' DRYWALL rn at1 -- WOOD BASE il3 • a . 4' CONC, REINF. W/ 6'xb' 110 UU" I OR ' FIBERMESH ON 6 -MIL POLY *' q • * 4 ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (3) *!� REBAR ON CHAIR$ mV 2 -STORY FOOTING 13 W BLOCK WALL SCALE: 1/2' m 1'-0" �Y�--TEXTURED FINISH R-11 INSULATION MIN. STUDS 16' O.G. MAX 1/2' GYP. WL. ESD. WOOD BASE SECURE ST. PLATE TO pSLK, W/ ' ANCHOR BOLT W1 P WASHER BET IN 0 SIMPSON HIGH STRENGTH EPDXY 7' °J 0 EMBED. MIN. * 32' OC MAX. e° 4 •' d Ya, a 4' CONC, REINF. W/ &'x&'140 ULM OR FIBERMESH ON 6 -MIL POLY ETHYLENE M 15AIER ON +°4 ;»• ° WELL GOMPAC�TED LEAN TERMITE TREATEMENT SHALL BE BORA-CARE `YEn U [4- 6- 6Y [4-1 (3) *3 REBAR ON CHAIRS 11-QY 2 -STORY FOOTING A W FRAME WALL SCALE: 1/2 ` • 1' -0 CAULK AND SEAL (1)15 REBAR VERTICALLY W/ CONC. FOUR CELL GAS LINE Z rw of CURB HEIGHT VARIES I J' Pvc SLEEVE FOR GAS LINE 150 � 4' CONC, REINF. W/ 6'x15' UJI11M OR 8' CMU FIBERMESH ON 6 -MIL POLY ly POURED LINTEL GOVT. (TYP-) N 1/2' DRYWALL at1 WELL -COMPACTED CLEAN TERMITE 8` cMU FILLED CELL (TYP.) ',w• WOOD BASE TREATEMENT SHALL BE MORA -CARE 0'-0' FIN. FLR. '. TIE VERTICAL REBAR a'• "' '. .• •' ° ° : 4' TO HORIZATIONAL 2X WALL FRAMING + ' l3) 1'15 REBAR ON CHAIRS •• :•°° <• e .°. , .a° REBAR W/ 8' HOOK (4)VX'1' ANCHOR BOLTS or (4)VX1" ° 4 • • , •; ° d ° GROUTED BOND BES MIN. 35' EMBEDMENT W/ 2'X2'XI/8" WASHER ANI? NUT SPACED EVENLY FROM �° . ° � ° 4 VARIES PER EU FLOOR TO BOND BEAM_ 88TIN JOINTS PRIOR TO FILLIW4. (SLEEVED ANCHOR IN ° � � c ° ° ° SOLID POUR ACCEPTABLE RETROFIT) -0° • • "• •�� i ° 4 d 6' PVC CHASE TH U FOOTING A° ' EXT. /INT. FRAME WALL TO I S . BLOCK WALL CONNECTION GAS LINE THRU BLOCK 16 SCALE, I'=1' -O' MBAR ON CHAIRS 2 -STORY (3) 43 REBAR ON CHAIRS •' 4 4 1 SCALE: In"■1'-CD' (IJ 1S REBAR VERTICALLY W/ CONC, � z POUR CELL q R-4? INSULATION r $' CMU . , W 1n' GYP. WL. BD. Ao ° . z WOOD BASE Q + qe 4' CONC, Jww. W/ 6'x6' 150 Ulm OR CLEANdUt REQUIRED a FOR INSPECTION FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON ��h Ll l A� WELL -COMPACTED CLEAN TERMITE TREATED FILL Y N ' (1) 06 REBAR SET IN SIMP80N HIGH STRENGTH EPDXY 1' EMBED_ MIN.. (2) 113 REBAR a I -STORY °' : °' °' 4 ik 0' -re FIN. FLR. F ° (3) "5 REBAR 0 2-STORY!1) M13 VERT. DOWEL a : 1: +'4a :. • ' TIE V RTICAL REBAR 4 ° d a' LAPPEP W/ BOND BEAM i� b PVC CHASE T14RU FOOTING •°A .e a TO q a HORIZATIONAL °'L ;o OUTSIDE RE ° . BAR TO BE .�Yb, 4...:. -r.-!' >I+-• • ° . CONTINUOUS (U 15 REBAR AT CORNERS 215' LAP MIN. ' ° '•' h q 4 a' -.BAR W/ 8' HOCK, + ° . ' �!� �+� . +� : . ° 4' CONC, RENF, W/ 15'x6' 150 WWMI OR °�'-+ �'' ""�` ° a°• , ; 4 4'• FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON TORY m V ($ +8 REBAR ON CHAIRS WELL CLEAN tERMITE 4a :.° +' o . 1 _4. 2 -STORY TREATEMENT .HALL BE BORA-CARE (3) 1113 REBAR ON CHAIRS 2'-1' MIN. LAP PIPE THROUGH TYP. RETROFIT FOR TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL OMITTED DOWELS REBAR LAP AT FOOTING C AT LINTEL CORNERSW BLOCK WALL D E REINFORCING A SCALI=: i/2'=1'-0' SCALE-. IR'■1'-0' SCALE: I!!"=1'_�7' SCALE: .ALL, 1EXT"E1:ZI01R F'OO'T -FRS AT FIlgISIJ SLAB'S TO 1RE] MIN. 12" BELOW 137-�_1DISTT.T1:ZB3ED SOIL �Y�--TEXTURED FINISH R-11 INSULATION MIN. STUDS 16' O.G. MAX 1/2' GYP. WL. ESD. WOOD BASE SECURE ST. PLATE TO pSLK, W/ ' ANCHOR BOLT W1 P WASHER BET IN 0 SIMPSON HIGH STRENGTH EPDXY 7' °J 0 EMBED. MIN. * 32' OC MAX. e° 4 •' d Ya, a 4' CONC, REINF. W/ &'x&'140 ULM OR FIBERMESH ON 6 -MIL POLY ETHYLENE M 15AIER ON +°4 ;»• ° WELL GOMPAC�TED LEAN TERMITE TREATEMENT SHALL BE BORA-CARE `YEn U [4- 6- 6Y [4-1 (3) *3 REBAR ON CHAIRS 11-QY 2 -STORY FOOTING A W FRAME WALL SCALE: 1/2 ` • 1' -0 41 /-Y 6Y. JY 2 -STORY FOOTING AAT GARAGE SCALE: 1/2"=1'-0' 14 NOT U5ED GROUTED BOND BEAM VARIES PER ELEV. e ° TIE VERTICAL REBAR TO HORI2:A1'IONAL 4.. a REBAR W/ 5' HOOK •'J, VARIES PER ELEv. GROUTED BOND BEAM ° 4 • a. ° 4 .a CLEANOUT REQUIRED FOR INSPECTION z . r 4' N ° ' < 0'-0" FN. FLR. p e ' e TIE VERTICAL REBAR ° 4,'a ° "a a a • TO HORIZATIONAL REBAR W/ 8' HOOK. • ° E� in Cf HORIZONTAL/VERTICAL REINFORCING AT F BEARING CHANGE $GALE: In' ■ 1'-0' A R C H IT E C T$ [sign G ro u pi nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti (1)15 REBAR VERTICALLY W/ CONC. FOUR CELL e' CMu Z rw of CURB HEIGHT VARIES 150 � 4' CONC, REINF. W/ 6'x15' UJI11M OR ^'N FIBERMESH ON 6 -MIL POLY ly ETHYLENE VAPOR BARRIER ON at1 WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE MORA -CARE l3) 1'15 REBAR ON CHAIRS 41 /-Y 6Y. JY 2 -STORY FOOTING AAT GARAGE SCALE: 1/2"=1'-0' 14 NOT U5ED GROUTED BOND BEAM VARIES PER ELEV. e ° TIE VERTICAL REBAR TO HORI2:A1'IONAL 4.. a REBAR W/ 5' HOOK •'J, VARIES PER ELEv. GROUTED BOND BEAM ° 4 • a. ° 4 .a CLEANOUT REQUIRED FOR INSPECTION z . r 4' N ° ' < 0'-0" FN. FLR. p e ' e TIE VERTICAL REBAR ° 4,'a ° "a a a • TO HORIZATIONAL REBAR W/ 8' HOOK. • ° E� in Cf HORIZONTAL/VERTICAL REINFORCING AT F BEARING CHANGE $GALE: In' ■ 1'-0' A R C H IT E C T$ [sign G ro u pi nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti rw of ^'N Lu }w} YJ a [r Q Q � z q U W (P Q ��h Ll l SvsD=V. as LIom TUS C A PLACE LOT #1017 PvtDJECT# 2108.009 MODEL: „2720, GARAGE SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARGHITEGT� NATE OF FLORIDA PRINT DATE: 10/14/1, SCAT :1/4"=V-0" PANEL ANCHOR SEALANT SEALANT 3/8 -EXPANSION STRIP -- FREE OF MORTAR PANEL ANCHOR 1/4" EXP. BOLT TWO PER ANCHOR WALL FRAME SHOWN HERE FOR ILLUSTRATIVE PURPOSES ONLY, WALL FRAMING CAN 5E CONCRETE, MASONRY, WOOD 5TEEL OR ANY OTHER STRUCTURAL SURROUND PANEL ANCHOR STYLE CONSTRUCTION SECURE 2x6 MIN. TO BLK W/ (2)V ANCHOR BOLT W/ 2' WASHER SET IN SIMI-SON HIGH STRENGTH EPDXY 4' EMBED. J SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS. ® � SIDES: 2X6 GARAGE DOOR BUCK W/ (3) S61XV J -DOLTS 4' EMBEDMENT MIN. W/ 2'X2'XY$ WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING. 1-2X(o PT BLOCK m CENTER OF DOOR HEADER W/(I) )J'XS' J -BOLTS 4' EMBEDMENT W/ 2'X2"XYs' WASHER AND NUT 0 GARAGE DOOR 3 BUCK ATTACHMENT SCALE: 8 NOT USED LINTEL PLATE 3/8" EXPANSION STRIP FREE OF MORTAR �-- LINTEL SEALANT TO BE MIN. 1/2' DEEP SEE NOTE EXPANSION STRIP PANEL ANCHOR GLASS 5LOCK, NOTE: TH15 DIMENSION 15 DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS BLOCK.. PANEL REINFORCING 0 EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL 5UT NOT ACROSS EXPANSION JOINTS GLASS CLOCK POSITION (2) 1-1/4" 5-4 HEX WASHER HEAD WITH ANTI -CORROSIVE 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 r0"-8" O.G. L-30,8 GABLE BLOCKING TRUSS 2x4 BLOCKING 0 EA. RAFTER L-30 EA. RAFTER H2B EA. RAFTER 2x4 RAFTER m 24' O.G. 2x4 FRAMING (TYP) 4- FRAMED OVERHANG N.rs. 2X4 DBL TOP PLATE 2x4 METAL STUD 24' O.C. 1/2" DRY WALL 2X416' O.C. MAX 2X4 PT. BT. PLATE x, va' A.B W/ ..t MIN. i' EMBEDMENT 2' DIA. WASHER 32' O.G. MAX <"' f "5 REBAR CONT. WOOD FRAME TO BLK. SCALE: V2"■1'-0" 1A PLAN VIEW SCALE: 1/2' ■ 1'-0' SPARK ARREST PER MANUFACTURER 1X2 PT. TOP OF BOX DBL. TOP PLATE — 2x4 STUD TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON O.S.B. SHEATHING OR J" CDX PLYWOOD PRE. ENG. TRUSS 51MP50N H-5 (MIN.) 2X4 TO TRUSS PRE. ENG. TRUSS 61=4 OR H-5 TOP PLATE TO STUDS 1-0" AMv. 10'-0' LEVEL TO ROOF )R 2'-0' ABv. HIGHEST RIDGE WITHIN 10'-0' 2A SIMPSON H-5 (MIN.) m 2X4 TO TRUSS CHIMNEY DETAILS PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS Q lb'O.C. MAX 51MP50N LSTA-12 a EA. JACK STUD, BOTH SIDE$ OF OPENING. 2x 5TUD5 * 1(0" O.C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN J' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) 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 (01 FROM EACH END 4 NO MORE THAN 12' O.G. STAGGERED 8P4 OR H5 9 TOP AND BOTTOM PLATE$ 6 EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND TYP. EX'T'ERIOR WINDOW/ FLR. LINE. DOOR OPENING WD, FRAMED' SCALE: i/2`■1'-0" NAILINCC SC:HEDULLE ROOF DIAPHRAGM USE 1/16" 0.3.8. OR 1/2" CDX PLY WITH 08 RING SHANK GUN NAILS AT 4" O.G. AT SUPPORTED PANEL EDGES AND *8 RING SHANK GUN NAILS AT b'O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE *8 GUN NAILS m 4' O.C. EXTERIOR SHEATHING USE 7/16' O.S.B. OR 1/2" PLY WITH MS RING SHANK GUN NAILS AT 6" O.C. AT PANEL SIDES AND 05 RING SHANK GUN NAILS 4" O.C. TOP 4 BOTTOM PANEL AND *5 RING SHANK GUN NAILS AT 6' D.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. NAIL REQUIREt-IENT5 SIZE HEAD LENGTH DIA. TENSILE STR 8d ROUNDYh100IFIED 1 1/8" .113 110000 OR T ROUGH OPENING UP TO V-0" 10d ROUND? IODIFIED 2 1/8" .128 110000 ORT f� PRECAST � ROUGH OPENING UP TO V-0" 2' a E � PIvr=CAST SILL W W TOP CORD BLOCKING AT 4' :r O.C. MAX. IN FIRST 2 FRAMING ° SPACES AT EACH END. -�-' NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS STAPLE, NAIL 4 TOOL ASSOCIATION 1. 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING 2. RING DIAMI=TER OF 0012 OVER SHANK dIAMEt1=RQ 3. 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER w 5, 2 INCH NAIL LENGTH (a 0 V ROOF &HEATH ING LA" "OUT ,4NNUJ,4LL 5 AC {N � BUILDING LENGTH G� FOR GsA5LE ENE' FRAMING; SECURE 2x TO BLOCK W/ (2) 4" TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 1 J') WITHIN 8' OF EACH END AND 1$' O.C. MAX M SPACING. `--�" O.S.B. SHEATHING OR-'� " GPX PLYWOOD -2x4 BLOCKS �'- CMU WALL ARCH WINDOW FRAME A SECTION SCALE: i/2' R I' -0' NOTE.- TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (0.8.15. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT 0 OPENINGS 08 RING SHANK GUN NAILS * 4'0.C. TOP i t?SOTTOM EDGES �w Joe oc 0 Io It s PRE TRUQ iQP2 1/16" 2x4 BTM. PLA' 32�" TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16" O.G. 1/2' A.B. W/ MIN. 7' EMBEDMENT LOCATE 6'-S" FROM ENDS AND 32 O.C. MAX. TEXTURED FINISH META -16 8" CMU WALL KNEE WALL DETAIL TO BLOCK SCALE: 1/2 " ■ I' -0" 2X4X4' SECURE TO TRUSS W/ 3-1201 6'-5' O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d - SECURE TO BLK W/ META -I& 2'-0" EXT: SCALE: 1/2"=1'-0' ' 05RING SHANK GUN NAILS �+ 6" O.O. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.S. TO BE STRUCTURAL GRADE) *8 2' DECK SCREWS 6"-8" O.C. MAX * EDGES 4 12" O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' TAG SUS -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE -ENG. TRUSS - DBL. 2X TOP PLATE -"" Vii.''-/ 2X BLOCKING� -� TOP Or- 1/16" ar 1/16" O.S.B. 2X STUDS 16" O.G. MAX. 2X BTM. PLATE 3/4" FLOOR DECKING PRE- ENGINEERED a FLOOR TRUSS 2X4 a TOP 4 BOTTOM CONT. HETA-lb BLK. WALL ( CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK. W/ 1/4' GAP FROM BLK. TO O.S.B. Q HORIZONTAL 2X SPP. STRUCTURAL BLOCKING At PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN Q REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. SHEATHING m TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW Q INSTALL ALL 5HEET5 W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: I/2"■ I' -0" A R C H I T E C T$ Design G ro u p inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774078 www.a bdesigngrou p.com AA #: 0003325 h w W W � Q 0 a �r z O 4 r� m A 61 SUBDIV. ac TUSCA PLACE LOT #1017 PRdJECT# 2108.009 MODElLa "2720" GARAGE SWING: LEFT PAGE: misc. DETAILS ARCHITECT - STATE OF FLORIDA riA, 'E: 10/14/11 SCALE:1/4)$=11-01) SHEET D ,�' OF0 FIBERGLASS SHINGLES 2x4 5LOCKING BETWEEN 2x4 BLOCKING BETWEEN OVER 015 FELT PAPER ON ;=85RGLASS SHINGLES tRuSSEs At r-IRst two IB,4YS tRU55E5 AT FIRST TWO �3AY5 O.S.B. SHEATHING OR 211 — 4'-0" O.G. (AT SHEATHING OVER *15 FELT PAPER ON 4'-0" O.C, (AT SHEATHING CDX PLYWOOD SECURED SEAMS) ,6 0.5.8. SHEATHING OR z" SEAMS) PER NAILING SCHEDULE CDX PLYWOOD SECURED PRE -ENG CABLE TRUSS PRE -ENG GABLE TRUSS PER NAILING SCHEDULE • P.T. 1x2 W/ MTL. DRIP EDGE C 2x4 NAILER MTLDRIP EDGE ONT. 2x4 RAT RUN SECURED W/ (2) . FIBERGLASS SHINGLES 2x4 5U5-5,4ND 126'S -m EACH TRU55 OVER #15 FELT PAPER ON ALUM. SOFFIT CONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND TO 5E INSTALLED MID, POINT OF " O.B.B. SHEATHING OR 's (2) 1 S EACH TRUSS ALUM. SOFFIT TRUSS SWAN, OR 10'-0" O.C. MAX. CDX PLYWOOD SECURED STIFFACIG ,4T ALL UPRIGHTSTD3E INSTALLED MID. PER NAILING SCHEDULE OVER 4'-10" HIGH (SEE POINT OF TRU55 SPAN, OR 5TIFF5ACK AT ALL BEE ENERGY CODE FORMS SEALED ENG. FOR SIZE 4 10'-0" O.C. MAX. UPRIGHTS OVER 4'-1011 FOR INSULATION R -VALUES. CONDITION.) HIGH (SEE SEALED ENG, I" GYPSUM BOARD OR PRE -ENG TRU55 SEE ENERGY CODE FORMS s BEE ENERGY CODE FORMS FOR 51ZE 4 CONDITION.) HIGH STRENGTH CLG. FOR INSULATION R-vALUEB, I(ea D.5.8. SHEATHING OR FOR INSULATION R-vALUEB. ( O.B.5. SHEATHING OR �" 50ARD MTL. DRIP EDGECDX PLYWOOD. ATTACHED : ° S„ ��� GYPSUM BOARD OR HIGH PER NAILING SCHEDULE ON :. GYPSUM 30ARD OR CDX PLYWOOD. ATTACHED 2x4 NAILER STRENGTH CLG. BOARD SHEET DS HIGH STRENGTH CLG. PER NAILING SCHEDULE ON 4° 2x4 BUB -BAND BOARD SHEET D5 2x4 e 24"' O.C. INTERIOR VENTED ALUM. SOFFIT CONC. FILLED LINTEL BLK UJ//8° THICK 3 COAT CEMENT CONC. FILLED LINTEL SLK UJ/ •' KNEE WALL (1) *5 RE5AR CONTINUOUS PLASTER OVER GRADE (1) *5 RE5AR CONTINUOUS /S THICK, 3 COAT CEMENT CONC. FILLED LINTEL BLK W/ PRECAST LINTEL "1D" FELT PAPER BACK -7 PLASTER OVER GRADE �� �� (1) *5 RE5AR CONTINUOUS EMBED. STRAP VERIFY W/ METAL LATH OVER R-4.2 BATT. INSUL. D FELT PAPER BACK TRUSS PLAN R-4.2 BATT. INSUL. METAL LATH OVER APPROVED HOUSE WRAP PRECAST LINTEL APPROVED HOUSE WRAP PRECAST LINTEL WINDOW ATTACHMENT AS OR GR14DE "p" FELT WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT AS "THICK, 2 COAT CEMENT PER MANUFACTURES PAPER PER MANUFACTURES P'AP'ER PLASTER APPLIED SPECIFICATIONS PER MANUF,4GTURES DIRECTLY TO MASONRY SPECIFICATIONS SPECIFICATIONS WEEP SCREED WEEP SCREED PRECAST SILL (SEE DETAIL 2) PRECAST BILL (SEE DETAIL 2) PRECAST SILL (1) *5 RE5AR VERTICALLY SECURE GABLE TO 2x(o P.T. (1) *5 RE5AR VERTICALLY SECURE CABLE TO 2x(o F.T. (1) *5 RE5AR VERTICALLY W/ GONG. POUR CELL PLATE W/ 126'5 S" O.G. MAX W/ CONC. FOUR CELL PLATE W/ 126's S O.C. MAX W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS SECURE 2x(o FT. PLATE TO 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO 1x2 P.T. FURRING STRIPS IGS" D.G. BLK W/ 11x9" ANCHOR BOLT W1 1(o D.C. 1�" D.C. LK W/ � x9 ANCHOR BOLT W/ S" CMU 2" WASHER. SET IN SIMPSON S" CMU 2" WASHER SET IN SIMPSON S" CMU HIGH STRENGTH EPDXY i" : HIGH STRENGTH o " RE EPDXY � .' 1/2 GYP. WL. �3D. EMBED. MIN. a 32" OC MAX. i/2 GYP. WL. BD. EMBED- MIN. -s 32" OC MAX. 1/2 CY1='. WL. D. WOOD BASE ---- WOOD BASE WOOD BASE T. �"THICK, 2 COAT CEMENT �,• �"THICK; 2 COAT CEMENT 4 PLASTER APPLIED} PLASTER APPLIED dg� M •--.�-.--� 4 a A DIRECTLY TO MASONRY RYDIRECTLYa TD MABONRY A O 4 Q B q �• q I -STORY GABLE I -STORY 1 -STORY GABLE W/ VAULT CLG. BLOCK WALL 1ABLOCK WALL BLOCK WALL SCALE. 3/4"=V-0" -s0 SCALE: 3/4" =1'-0" 2X4: CM 2x4: ® 2X4: CM SECURE TO BLOCK W/SECURE t0 BLOCK W/ SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN 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 1)14') MIN. EMBEDMENT I Y4') MIN. EMBEDMENT I Y4') WITHIN 5' OF EACH END 4 WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 15" O.C. MAX SPACING. 15' O.G. MAX SPACING. 8' CMU 2xb: ® 2X6: ® 2X6: cm ,�' DRYWALL SECURE TO BLOCK W/2-%,' NOTE: STRUCTURAL 2X MUST SECURE t0 BLOCK W/2 -31f6' SECURE TO BLOCK W/1-1/4' NOTE STRUCTURAL 2X MUST 1'X4" OR I"XV P.T. NAILER TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL 1x4 P.T. OR /411X4" MIN. SECURE MIN. HEAP SIZE .300 34&' TAPCOIN MIN. 1 Y4' MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 %b' TARCON MIN. 1-Y4" THRU FRAME t EXTEND 1-Y4' MIN. EMBEDMENT 1 Ya') EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Y4') %61 TAPCON MIN. 1 Y4' MIN. EMBEDMENT I Y4') EMBEDMENT INTO BLOCK. INTO BLOCK W/ 3)/Ib' TAPCONS WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK. WITHIN 8" OF EACH END 4 OR DRIVE PIN 18' O.C. MAX SPACING. 8 CMU 18" O.C. MAX SPACING. I$" O.G. MAX SPACING. 8` CMU (MIN. SHANK SIZE .1'45 " DRYWALL 8 CMU Y4' DRYWALL T`I'VEK k3UILDING �R,4P MIN. HEAD SIZE 300 2x5: � " 2xa: � " 2xs: 1 X4 OR I X2 P.T. NAILER DRYWALL MIN. EMBEDMENT I -E SECURE TO BLOCK WP-3�{6" SECURE TO BLOCK WP -3,f6' , SECURE TO BLOCK U1/I-I/4" 111X4" OR 1'X2" P.T. NAILER WITHIN a'Or- EACH END 4 IS" TAPCONS OR DRIVE PIN 7f6" O.S.B. X 4` MIN. TAPCONS OR DRIVE PIN I X4 OR i X2 P.T. NAILER TAPCONS OR DRIVE PIN X6` O.S.B. X 4" MIN. PAPER BACK O.C. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING DOOR CASING (MIN. SHANK SIZE .145 GALVD MTL. LATH DOOR CASING MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW " DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) MIN. EMBEDMENT I Y4) MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW �� DOOR JAMB OR WINDOW " ATTACH t0 2X PER " ATTACH TO 2X PER 1/S TEXTURED ATTACH TO 2X PER WITHIN 8 OF EACH END 4 MANUFACTURES DETAILS. WITHIN 5 OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 ATTACH TO 2X PER FINISN 'a UJOOD MANUFACTURES DETAILS. 18 O.C. MAX SPACING. 15 O.G. MAX SPACING. 15 O.C. MAX SPACING. MANUFACTURES DETAILS. WOOD WEEP SCREED NOTE: SHIM AS NEEDED t0 FLUM15 JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") CONSTRUCTION DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16 DOOR JAMB TO BLOCK +3 DOOR JAMB T BLOCK +3-7/16„ z ( WINDOW TO BLOCK +3/4 OR +5/4 WINDOW T BLOCK +1-15 16 WINDOW TO BLOCK +3 AI--l'-O'" WINDOW TO BLOCK +3-7 16” "• "' TL J SCALE: SCALE: i`■1'-0" SCALE: 1"■1'-0' SCALE: 1"'=1'-0' 40 J • ° 2X4: ® 2X4: CM 2X4 ® 2X4: ...4- all Gi'~lU _ CM SECURE TO BLOCK W/ 31(6" SECURE TO BLOCK W/ /fb" SECURE TO BLOCK W/ 3/fb' SECURE TO BLOCK W/Y4" TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 1/2" TEXTURED (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE.145 (MIN. SHANK SIZE .145 �Il�ll,✓I-1 �'1AvDNR'i MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4") MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4") NOTE: STRUCTURAL 2X MUST , WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 WITHIN 5' OF EACH END 4 MIN. EMBEDMENT I YE BE ON OUTSIDE 4 SECURED WITHIN 8 OF EACH END t 15" O.C. MAX SPACING. 18' O.C. MAX SPACING. 18" O.C. MAX .SPACING. 18' O.G. MAX SPACING. THROUGH NON-STRUCTURAL 2Xb: ® 2Xro: ® 2X6: ® 3 2xb: CEM SECURE TO BLOCK W/2-W&I SECURE TO BLOCK W/2 -3W6' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-3/f&EMBEDMENT E6 EDME N MIN. lNT INTO BLOCK. BSECURE TO LOCK W/1-1/4" TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NEON -STRUCTURAL (MIN. SHANK SIZE .145 8' CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED SCREED MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 W6' TAPCON MIN. 1 Y4" MIN. HEAD SIZE 300 Y DRYWALL MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL W� �V MIN. EMBEDMENT I Y4") miN. EMBEDMENT I Y4") EM5EDMEN7 INTO BLOCK. MIN. EMBEDMENT 1 Y4') I'X4" UR I'X2' P.T. NAILER MIN. EMBEDMENT 1 Y4') 1%6' TAPCON MIN. 1 Y4" DETAIL W0 T WITHIN OF EACH END 4 WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END t WITHIN 5" OF EACH END 4 EMBEDMENT INTO BLOCK. 18' O.C. MAX SPACING. 8, CMU 15' O.C. MAX SPACING. 5 R 15" O.C. MAX SPACING. 2ND 2X SECURE TO IS' O.G. MAX SPACINGS. 5' CMU 2X5: = DRYWALL STRUCTURAL MEMBER W/(2)124 BLOCK C 0 N N E C T I 0 ]�T Y�" DRYWALL 2X8:.® , 1'X4' OR I'X2` P.T. NAILER 2X5: ® WITHIN 6' OF EACH END 4 6" 2X5: ® �" DRYWALL SECURE TO BLOCK W/2 -3I(6 , SECURE tO BLOCK W/2 -3I(6 SECURE TO BLOCK W/2-3�6" , SECURE t0 BLOCK W/1-1/4" I X4 OR I X2 P.T. NAILER TO 8 O.C. MAX 1'X4' OR I'X2" P.T. NAILER tAPCONS OR DRIVE PIN TAPGONS OR DRIVE PIN 1 P.T. X 4 1'"11N. TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN SCALE: 1 1/2"=1'-0." (MIN. SPANK SIZE .145 DOOR CASING (MIN. SPANK SIZE .145 DOOR 'GASIING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 I" P.T. X 4" MIN. MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 POOR JAMB OR WINDOW DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW DOOR CASING MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4'1 WITHIN 8' OF EACH END 4 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 ATTACH TO 2X PER WITHIN 5" OF EACH END 4 DOOR JAMB OR WINDOW 18' O.G. MAX SPACING. MANUFACTURES DETAILS. 18' O.C. MAX SPACING. MANUFACTURES DETAILS, 18" O.C. MAX SPACING. MANUFACTURES DETAILS. 18' O.G. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") DOOR JAMB T BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1//4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" B WINDOW TO BLOCK +1-1/2 WINDOW TO BLOC+2 1/4" r+ WINDOW TO BLACK +3" u WINDOW TO BLOCK +3 3Z4 SCALE: , • 1 -m SCALE: 1-V-0'SCALE: I ■ I 0 11 SG,4LE: I ■ 1'-0' A R C H IT E C T S rGroupi - nc 41 N. RONALD REAGANBLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.a bdesigngrou p.com AA #: 0003325 ti U � a � 0 4 U m 4 SUDDIV. &LOT: TUSCA PLACE LOT #1017 PROJECT# 2105.009 MODEL - "2720" GARAGE OWING: LEFT PACE: MONOLITHIC I- STORY WALL SECTIONS & NOTES ARCHITECT, STATE OF FLORIDA 79 mcfki: 10/14/11 SCALE: 1/4"=11-01" SHEET D 0Is 0 j" F15ERGLA55 SHINGLES F15ERGLA55 5HINGI E5 OVER OVER *115 FELT PAPER ON #15 FELT PAPER ON 1116" 2x4 BLOCKING BETWEEN 0.5.5. SHEATHING OR 1,, 0.5.5. SHEATHING OR i" CDX TRUSSES AT FIRST TWO fBAT'S 2 C,DX PLYWOOD 5ECURED PLYWOOD 5ECURED P 41-011 O.C. (AT SHEATHINGER SEAMS) PER NAILING SCHEDULE NAILING SCHEDULE PRE -ENG TRU55 MTL- DRIP EDGE PRE -ENG GABLE TRUSS SEE ENERGY CODE FORMS 2x4 5U5-5,4ND CONT. 2x4 RAT RUN SECURED MTL- PRIf= EDGE FOR INSULATION R -VALUES. ALUM. SOFFIT W/ (2)126'5 Q EACH TRUSS 2x4 SU5-SAND ill GYPSUM 5014RD OR STIFF5AGK AT ALL VENTED ALUM. HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10" a 0 r- F I T BOARD HIGH (SEE SEALED ENG. DOUIBLE TOP PLATE TLU15T STRAP VERIFY W/ FOR SIZE 4 CONDITION) SEE ENERGY CODE FORMS TRU55 PLAN SECURE 2x4 PLATE TO FOR INSULATION R-vALUES- VARIE5 PER WINDOW WINDOW HEADER SIZE WALL W1 Rx(o` THRU-COLTS OPENING SEE HEADER 32" O.C. MAX THEN GYPSUM BOARD OR SECURE G,45LE TO 2x4 SPAN CHART FOR DETAILS \F-- WIN�)CW ATTACHMENT AS PLATE W1 126'5 a" O.C. MHIGH STRENGTH CLCD. 5OARD O.S.C. SHEATHING OR 1 11 PER MANUFACTURES OR 2 SPECIFICATIONS SECURE G,45LE TO D15L DOUBLE TOP PLATE CDX PLYWOOD. TOP PLATE W/ 5IMP5ON ATTACHED PER NAILING WINDOW SILL i-4TC4 e 24" O.C. MAX --J\ SCHEDULE ON SHEET D5. 2x STUDS e I(oll O.C. MAX W1 WINDOOW HEADER 51ZE WINDOW ATTACHMENT AS R-11 GATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER 7/a" THICK, 3 COAT CEMENT 2"T 4 G 6U5FLoc)R GLuED OPENING SEE HEADER SPAN 6PECIFICATION5 PLASTER OVER GRADE 4 CHART FOR DETAIL5 WINDOW 5ILL I'D` FELT PAPER LACK AND NAILED AS PER o.s.5. 6HEATHING OR METAL LATH OVER NAILING SCHEDULE CDX PLYWOOD. 2x 5TUD5 G 16" O.C. MAX W1 APPROVED HOUSE WRAP ATTACHED PER NAILING R-11 5ATT. INSUL. MIN. OR GRADE IF-)" FELT 5cHEDULE ON SHEET D5 i" T 4 G SU5FLOOR GLUED PAPER �ya` THICK, 3 COAT CEMENT ANE".) NAILED AS PER NOTE. SHEATHING MUST PLASTER OVER GRADE ----------- -- NAILING SCHEDULE NOT 5REA< 1'-0"MIN. 11DII FELT PAPER 5ACK FROM 2ND FLR L INE PRE -ENG FLOOR TRUSS METAL LATH OVER 2x4 CONT. a TOP ANDAPPROVED HOUSE WRAP (INSTALL PER MFG. SPECS.) 5T. OF FLR TRUSS (TOP211 OR GRADE I'D" FELT 2x4 SUPPORTS 5T GYPSUM 5OARD OR PAPER - - -------------- I PLATE OF 2ND FLR, 5T. 77A HIGH STRENGTH CLG. PRE -ENG FLOOR TRU55 2x4 15 FOR WALL 50ARD NOTE.. SHEATHING MUST 1-01, MIN. (INSTALL PER MFG. SPECS.) SHEATHING NAILER) CONC. FILLED LINTEL 5L< W NOT CREAK 1 (1) 05 RE5AR CONTINUOUS FROM 2ND FLR LINE GYPSUM 50ARD OR WEEP 6CREEDR-4.2 BATT. IN5UL. 2x4 CONT.6 TOP AND HIGH STRENGTH CLG. (SEE DETAIL 2A) PRECAST LINTEL 5T. OF FLR TRUSS (TOP 50ARD EMBED. 5TRAP VERIFY 2x4 SUPPORTS 5T CONC. FILLED LINTEL 5LK W1 W1 TRUSS PLAN WINDOW ATTACHMENT AS PLATE OF 2ND FLR, 5T. (1) *S RE15AR CONTINUOUS ad PER MANUFACTURES 2x4 15 FOR WALL COAT CEMENT PRECAST LINTEL SPECIFICATIONS SHEATHING NAILER) i"THICK, 2 C PRECAST SILL WINDOW ATTACHMENT 45 PLASTER APPLIED :05 RE5AR VERTICALLY WEEP SC REED PER MANUFACTURER DIRECTLY TO M,45ONRY (1) W1 CONC. POUR CELL (SEE DETAIL 2A) -F' SPECIFICATIONS 1x2 F.T. FURRING STRIPS PRECAST 511-L pr-- 6 1& EM5EL-,>. STRAP VERIFY 2 -STORY (1) Or;, RE5AR VERTICALLY W/ TRUSS PLAN W/ CONC. POUR CELL all CMU FIRST FLOOR 1/2" GYP. LUL. 5Z'.). i"THICX, 2 COAT CEMENT Ix2 P.T. FURRING STRIPS BLOCK SECOND PLA5TER APPLIED 6 1(o O.C. WOOD 5,46E FLOOR FRAME DIRECTLY TO MASONRY (51, Cmu 1 . . . .0 FD- 5CALE. 3/4"=V-0" 2- 1/2" GYP. WL. 5 STORY GABLE WOOD CASE FIRST FLOOR BLOCK SECOND FLOOR FRAME 1A SCALE: 3/4"=V-0" 4 Iro 0,5.5. SHEATHING OR 121, CDX 2x STUDS 'a 16" O.C. MAX W1 PLYWOOD. ATTACHED PER R-11 BATT. IN5UL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS 6 I(o` O.C. MAX W1 7/161, 0.6.5. OR CDX D5 R-11 GATT. INSUL. MIN. 7/-'/--TYVr=i< BUILDING WRA T 4 G 5U5FL0OR GLUED 1"THICK, 3 COAT CEMENT T 4 G SU5FLOOR GLUE:) ANIL:) NAILED AS PER a [� PAPER BACK NAILING SCHEDULE. PLASTER APPLIED TO METAL AND NAILED AS PER GALVV MTL. LATH LATH OVER 2 LAYERS OF NAILING SCHEDULE 1/5" TEXTURED GRADE Z) 5UILDING PAPER OR PAPER SACKED LATH Lz�FINISH 6 WOOD WOOD WEEP SCREED OVER AN APPROVED HOUSE WRAP CONSTRUCTION 2x4 CONT. ,s TOP AND 5T. OF IL FLR TRUSS (TOP 2x4 SUPPORTS 5T PLATE OF 2Nr.) PRE -ENCS FLOOR TRU55 FLR, 5T. 2x4 15 FOR WALL PRE -ENG FLOOR TRUSS all cmu SHEATHING NAILER)1/2 " TEXTURED -1(o EM15ED. GYPSUM 5oARD OR 2 SIMP50N HETA WEEP SCREED STRAP 32" O.G.MAX VERIFY HIGH STRENGTH CLG. FINISH w MASONRY -m W1 TRU55 PLAN (SEE DETAIL 2A) 4. 50AR1D GYP. I 1 11 EMBED. STRAP VERIFY CONC. FILLED LINTEL 5L< W/ SUM 50ARF-) OR 2 W1 TRUSS PLAN (1) #5 RE5AR CONTINUOUS HIGH STRENGTH CLG. 50ARD i"THICK, 2 COAT CEMENT PLASTER APPLIED WEEP SCREED DIRECTLY TO MASONRY DETAIL 6) WOOD TO FLOOR CONNECTION AT PARALLEL/ PERPENDICULAR PRE -ENG FLOOR TRUSS BLOCK CONN ECTION "=V-0" SCALE, 1 1/2"=I'-0 4 Design G U ine. 1441 N. RONALD REAGAN BU LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 SUBMv. a LOT TUSCA PLACE LOT #1017 PROJECT# 2108.009 MODEL: "2'720" GARAGE SV7NG: LEFT PAGE: MONOLITHY 2 -STORY WALL SECTIONS ARCHITECT - STATE OF FLORIDA A i 10Z14Z11 SCALE: 1/4"=V-0" SHEET D 4 o 1 P(':::� 0 W N. - O C4 (P 90 SUBMv. a LOT TUSCA PLACE LOT #1017 PROJECT# 2108.009 MODEL: "2'720" GARAGE SV7NG: LEFT PAGE: MONOLITHY 2 -STORY WALL SECTIONS ARCHITECT - STATE OF FLORIDA A i 10Z14Z11 SCALE: 1/4"=V-0" SHEET D 4 o 1 P(':::� 0 R CH ITEC FS e/Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 W a a W o � Q � q U 6� i!1 Q v x 8'u LOT: TUSCA 2 PLACE LCAT #101' PROJECT# 106,009 UOnEL: "2720 GARAGE SWING: LEFT PAGE: Misc. DETAILS fARCHITECT 8TATE,OF FLORIDA JAME CA ELL A NO 12 79 00 D : 10/14/11 SSCAL :1/4"_1a_C SHEET D 5°g0