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Home My WebLink About2405 Vineyard CirApplication No: t)\10 0C111- d�SS i ITY BUIL ING & FIRE PERMIT OF SAWFORD APPLICATION Documented Construction Value: $ 20 i12..5r\ Job Address: 2_435 V itne ywcA cir. SnN ,F 1 Parcel ID: JZ - A - \ - 5 -Li - 0000 -o3? Q Description of Work: Plan Review Contact Person: Phone: L U-1-25 57 qLa Fax: Historic District: Yes ❑ No Zoning: Property Owner Information Name 1�. . (L - Hot- }Drl , I nc. Street: 5250 T QN. Lr- C bkV( # UOO City, State Zip: d f k(3Ln (3 IP 3Zl ZZ Phone: LAU1- %50'52-M Resident of property? : Contractor Information Name �cucn (Z _ L Phone: yO1- LA 1.OU - Street: 5250 T: L-1. L -CC # uoo Fax: SLA a - IOL1- L12.13 City, State Zip: (2)r landQ. FL _ 32_':R ZZ State License No.: OBC 125 Z2-1 Z_ Architect/Engineer Information Name: Gruop , l r1C Phone: `l0^1- 71y- 1,217-1B street: MLI 1 n. Ut1 Id ZPp `LYi- Fax: x--101- -1-1-1- LQ0% City, St, Zip: L_Dwcod FL _ 150 E-mail: WDA\ P aY�cles c�rlLlrlx�p. Cor - Bonding Company: fl I C), -- Address: Address: Mortgage Lender: Address: nI C', PERMIT INFORMATION Building Permit X r� Square Footage: L- LlZD T- 3Z.03 Construction Type: S.F Q. No. of Stories: CJ No. of Dwelling Units: Flood Zone: is Electrical ❑ Plumbing '❑ New Service - No. of AMPS: Mechanical ❑ (Duct layout required for new systems) New Construction - No. of Fixtures: _ Fire Sprinkler/Alarm ❑ No. of heads: -3" 1 10'-0" —1 15-9„ 40'-0" 0 I Co LO I N 11„ 11„ �N In W nla rnq VVI iA ®r, TYPICAL DETAIL FOR FLAT TRUSSES SUPPORT 12'-3" 14'-0" 40'-0" I , 12 TypiLL l O i 17'-43/4" o STRAP ANCHOR EACH TRUSS (BY BLDR) I 1'-0" ( VERHANG) TYPICAL OVERHANG. DETAIL i y. HANGERS: TO 13E USED (Simpson) or (Usp) QQ HUS26 QQ HU526 © HGU926-2 © THD11-1126-2 n HHU946HQ THD46 or TM422 J3 J1 i t' - TYPICAL CORNER SET DETAIL OFFICE NOTE Trusses shown on this layout are G� a component part of the building and show truss location. Proper erection, temporary and permanent bracing design are the responsibility of the building designer or his engineer . Lateral in iv dual bracing drawings must the S��iplaced during the erection �0`N0 procedure. .54395 B. NO.: LOT: BLK: ADDRESS: SUBDIVISION: • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 5850 T.G. LEE BLVD. SUITE 600 ORLANDO, FL, 32822 TEL: (407) 850-5200 A/C ADJ. ALT. FAX: (407) 850-5300 • NATIONAL ELECTRICAL CODE (NEC) - 2008 EDITION • ALL LOCAL AND STATE CODES • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 FOR0 : i AO www. arnor-con, com CBC1 252212 5850 T. Q. LEE BLVD. SUITE 600 ORLANDO, FL 32822 Tele (407) 850-5200 Fax (407) 650-5300 DESIGN CRITERIA: C1—COVER ABBREVIATIONS PG GN— GENERAL NOTES ABV. ABOVE LAV. LAVATORY • FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL W/2009 SUPPLEMENT • 2007 FLORIDA FIRE PREVENTION CODE A/C ADJ. ALT. AIRCONDITIONING ADJUSTABLE ALTERNATE LUM. M.C. MFR. LUMINOUS MEDICINE CABINET MANUFACTURER • NATIONAL ELECTRICAL CODE (NEC) - 2008 EDITION • ALL LOCAL AND STATE CODES AMP. BD. CL AMPERAGE BOARD CENTERLINE MIN. M.T. MTD. MINIMUM METAL THRESHOLD MOUNTED . 3— CAB. CABINET MTL. METAL PG CLG. CEILING N.T.S. NOT TO SCALE FRAMING PLAN ELEVATION "A" & "B" CLR. CLEAR O.C. ON CENTER 8 -FIRST FLOOR ELECTRICAL PLAN CONC. CONCRETE PL PROPERTY LINE DETAILS CPT. CARPET P.B. PUSH BUTTON • OCCUPANCY - RESIDENTIAL, GROUP R3 C.T. D. CERAMIC TILE DRYER PH. PLT. PHONE PLATE • CONSTRUCTION TYPE - VB • MIN. INTERIOR FINISH - CLASS B DBL. D.G. DIA. DOUBLE DUAL GLAZED DIAMETER PLYWD. PR. P.T. PLYWOOD PAIR PRESSURE TREATED • BASIC WIND SPEED - 120 MPH (M/S) •1 -STORY RESIDENCE - DIM, DISP. DP. DIMENSION DISPOSAL DEEP R. RAD. R.A.G. RISER RADIUS RETURN AIR GRILL • 2 -STORY RESIDENCE - MAX. HEIGHT AS PER DR D.S. DOOR DOWNSPOUT REF. RM. REFRIGERATOR ROOM LOCAL AND STATE CODES DTT. D.W. EA. ELEV. DETAIL DISHWASHER EACH ELEVATION R.O. S.C. S.D. S.H. ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 USED FOR DESIGN INCLUDE: • CONCRETE MASONRY RESIDENTIAL EQ EXH. EQUAL EXHAUST SHT. SHTHG. SHEET SHEATHING • CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. EXTERIOR SHWR. SHOWER • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-02 F.G./FX . F.G. FIN. FLR. FLUOR. FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT SIM. SL. SL. GL. STD. SWS SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL S oQ . F T . CALL . S LIVING ( IST.) 1,114 SQ. FT. FR. DR. FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPERED GLASS LIVING (2ND.) 1,546 SQ. FT. GA. GAR. DISP. GAUGE GARBAGE DISPOSAL THK. T.O.C. THICK TOP OF CURB G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE TOTAL LIVING 2,120 SQ. FT. GL. INTERRUPTER GLASS T.O.S. TYR TOP OF SLAB TYPICAL ENTRY ELEV. "A' 4 "5' 51 SQ. FT ENTRY ELEV. "C' 4 "D' 123 SQ. FT. GYP. BD. H.B. H.C. GYPSUM BOARD HOSE BIB HOLLOW CORE U.N.O. V.P. UNLESS NOTED OTHERWISE VAPORPROOF GARArGE 426 SQ. FT. HDR. HGT.ORHT HEADER HEIGHT W. W/ WASHER WITH INSUL. INT. INSULATION INTERIOR WD. WDW. W/H WOOD WINDOW WATER HEATER TOTAL ELEV. 'A" 4 '5" 3203 SQ. FT. TOTAL ELEV. 'C" 4 'p" 3269 SQ. FT. W.I. WROUGHT IRON PATIO 35 SQ. FT. OPT. COVERED PATIO 50 SQ. FT. REVISIONS DATE DESCRIPTION 11/3/ID5 D.R.H BASE MODEL CHANGES 4/20/09 R.L. REVISION8 - REMOVE "E" 4 "F" ELEVATIONS PLUMS -CUT OVERHANGS, RAISE SRG. HGTB. TO ON 'A" 4 "S" ELEVATIONS 5/7/09 R.L. REVISIONS - REVISED ELEV. "C" "D" SRG HOTS. TO 9'-4" 8/3/09 S.Y. REVISIONS - LOWERED OVERHANG AT REAR S.G.D. TO MATCH ELEVATIONS "A" 4 "S" 4 UPDATED LINTEL AT KITCHEN WINDOW FOR ELEVATIONS "C" 4 "D" TO 8F32, HEADER AT 6'-8" OFFICE PERMIT # D g-02 DATE, - O INDEX OF DRAWINGS SHEET # DESCRIPTION PG C1—COVER PAGE PG GN— GENERAL NOTES PG 1—FOUNDATION PLAN PG 1A—DOWEL PLAN PG 1B— LINTEL SCHEDULE PG 1C—WIND LOAD CALCULATIONS PG 2— FIRST FLOOR PLAN PG 3— SECOND FLOOR PLAN PG 4B—ELEVATION "B" FRONT & REAR PG 5B—ELEVATION "B" LEFT & RIGHT PG 6AB—FLOOR FRAMING PLAN ELEVATION "A" & "B" PG 7AB—ROOF FRAMING PLAN ELEVATION "A" & "B" PG 8 -FIRST FLOOR ELECTRICAL PLAN PG 9 -SECOND FLOOR ELECTRICAL PLAN PG D1 -FOUNDATION DETAILS PG D2-MISC. DETAILS PG D3 -1 -STORY WALL SECTIONS PG D4-MISC. DETAILS PG D5-MISC. DETAILS A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 StMDIV. & LOT: TUSKA SOUTH LOT #37 PROJECT# 1703.00 MODEL: „2720„ GARAGE SWING: RIGHT PAGE: COVER PAGE ARCHITECT: STATE OF FLORIDA LL DATE: 8/18/09 SCALE: 1/4"=1'-0" SHEET Ul OF19 W V Maj GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 A. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS ** I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 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 R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 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 MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN '/z -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'/2-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE W. 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED W. 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION - MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1 / ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/4 INCH AND NOT MORE THAN % INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 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: 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 1/2" 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 W SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. 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 CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM W PVC (SCHEDULE 40), INSULATED WITH'/" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 8" 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, Y2" 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 Desmin ou ��. Gr .441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSKA SOUTH LOT #37 PROJECT# 1703.00 MODEL: "2720" GARAGE STIMG: RIGHT PAGE: GENERAL NOTES ARCHITECT: STATE OF FLORIDA 46�q S 4 I CANTWELL NO 12079 DATE: 8/18/09 SCALE: 1/4"=1'-0" SHEET GN401F 23 FOUNIDNATION P'LAN ELE'VATION 99 99 9 9 A & em", Qw O 4 DI i 0 ■ ■ 5 -S ■ Sol, ■ -3 1/2" 24"X24'X12' CONC. PAD W/3-05 BARS 11 E.W. ON CHAIRS I = D1 MIN. 3' COVER (4-TYP) �4 41/2' ■ � —7 ■ 5' - 9 22'-0" 9'-2" LLEVATION "C" & "D" 4'-3" 101-0" f--�24'X24-'X12' CONC.PAD W/3*5'9 E.W. ON CHAIRS MIN. 3" COVER ■ ■ OPT. COVERED PATIO 24"X24'X12" 4' CONC.PAD CONC. W/3*516 E.W. SLAB ON CHAIRS -4 1/2' MIN. 3" COVER - -31/2" O „12'-3" OCOVERED PATIO A R C H I T E C T S Design Grourinc. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 BVHDIV. & LOT: TUSKA SOUTH LOT X37 PROJECT# 1703.00 MODEL.- "2720" ODEL:"2720" GARAGE STfMG: RIGHT PAGE: O UND ATIO N PLAN ARCHITECT- STATE OF FLORIDA DATE: 8/18/09 SCALE: 1/4"=1'-0" 8HEET I OF l 91 0 RMEMEM-M DOWEL PLAN ELEVATION " A" & " B" l ELEVATION "C" & "D" A R C H I T E C T S Desi G rou 1441 N. RONALD REAGAN BLVC LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M 0003325 SUHDIV. da LOT: TUSKA SOUTH LOT #37 PROJECT# 1703.00 MODEL.- )) 2720 ODEL:„2720 GARAGE S WING: RIGHT PACE: DOWEL PLAN ARCHITECT- STATE OF FLORIDA DATE: 8/18/09 SCALE: 1/4” =1'— 0" SHEET IA OF 19 A R C H I T E C T 5 DesonGrou��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SLTBDIV. & LAT: TUS KA SOUTH LOT #37 PROJECT# 1703.00 MODEL» "2720„ GARAGE 9 WING: RIGHT PAGE: LINTEL SCHEDULE ARCHITECT STATE OF FLORIDA ►NTWELL 12079 DATE: 8/18/09 SCALE: 1/419=11-019 SHEET I� OF�� Eo 0 O15 15 17 O 18 CoLFoNENT AND CLADDNG WIND LOADS BASIC WND EXPOSURE FOR 3 SECOND GUSTS 3050 -SH 3050 -SH �� SEE� MPH WIND EGRESS EGRESS 3050 -SH EGRESS �� CALL t FOOTAGE AND TYPE ZONE 120 MPH WIND 1 1 112 16'-0 X 1'-0 5 183/-22.4 1 GARAGE DR. 21.8/ -26.1 1 20.8 / -22.6 1 2 20 3068 DR 4 I 24.1/ -26.9 MEDIA I BDRM. 3 11 25 -SN 4 21.1 / -22.9 ROOM I #4 251/ -213 1 21.1/ -28.0 I 4 11 25 -SN 5 OWNER'S 25-0/-33.1 SUITE 5 11 25 -SH 4 21.1 / -22.9 25.1/ -21.3 6 11 25 -SH 4 21.1 / -22.9 25.1/ -21.3 I L5 21.8/ -23/o 1 N� 1 10 23 -SH 4 1 25.9/ -28.1 @)51-11eW g0 33--------I0l'I X 6'-8" 4 202/ -22.0 I W S. G. D. 24.0/ -263 1 9 1125 -SH 4 21.1 / -22.9 I BDRM. L3 25.1/ -21.3 II 10 11 25 -SH 4 21.1 / -22.9 I I 25.1/ -21.3 21.1 / -22.9 11 11 25 -SH 4 ----- 25.1/ -21.3 - - - 212/ -23.0 16 3050-5H 4 a12 ° 252/ -21.4 OWNER'S Q 212/ -23.0 13 16 3050-5H 4 BATH 0 252/ -21.4 OPEN 21.8/ -23.6 14 9 2340 SH 4 TO BATH 25.9/ -28.1 BELOW 212/ -23.0 15 16 3050 -SH 4 252/ -21.4 212/ -23.0 16 16 3050 -SH 4 252/ -21.4 212/ -23.0 1 11 1 6 3050 -SH 4 252/ -21.4 1 21.2/ -28.0 I - BDRM. #2 I 18 16 3050 -SH 5 I 252/ -33.3 W.I.C. i I 212/ -23.0 16 3050 -SH 4 252/ -21.4 r - I 20 20 3068 DR 4 20.8 / -22.6 I --- 241/ -26 9 ------------J WIN ill 311�10tffll mills I 2340 -SH 14 61% [ielll-tjL�l _. �.. CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA BUILDING CODE, 2004 ALLOWS THE PRESSURES TO BE AVERAGED WHEN THE OPENING IS PARTIALLI' LOCATED IN BOTH ZONE 4 AND ZONE 5 WIND PRESSURES ARE BASED ON WIND 5PEED=120MPH (3 SECOND GUST) IMPORTANCE FACTOR= 1.0 EXPOSURE CATEGORY = B MEAN ROOF HEIGHT=LESS THAN 30 FT. FOR AN ENCLOSED BUILDING 10 -0" Z2'- 4" v I1'-4" 2'-4" ZONE 5 p = +21.8 / -26.55 ZONE 4 p = +21.8 / -24.0 PERCENTAGE OF AREA WITHIN ZONE 4: A4= 11.33= 16=0.71ft' PERCENTAGE OF AREA WITHIN ZONE 5: A5=4.66= 16=0.29ft'- AVERAGE POSITIVE PRESSURE ON GARAGE DOOR: p = 21.8 (0.9) + 21.8 (0.10) = 19.62 + 2.18 = 21.8 psf AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR: p = -24.0 (0.71) + - 26.55(0.29) = -17.05 + (-7.7) _ -24.75 psf. AVERAGE GARAGE DOOR PRESSURE: p=21.8/-24.8 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 StMDIV. de LOT: TUSKA SOUTH LOT X37 PROJECT# 1703.00 MODEL.- )) 2720 ODEL:"2720 GARAGE 3 WING: RIGHT PAGE: WIND LOAD CALCULATIONS ARCHITECT STATE OF FLORIDA DATE: 8/18/09 SCALE: 1/4"=1'-0" SHEET I C OF 19 — — — 101-0" I 4x4 POST I ----------- I � I I COV. PORCH 8'-8' CLG. GARAGE— DOOR BEYOND FIRST FLOOR PLAN 411 3'-411 V 4'-211 31_411 _ cf� (&ARCH l 4x4 4x4 P05T POST I I I COVERED PATIO 14'-0"XI2'-0" 8'-8' CLG. DINING ROOM 8'-8" cLG. 1-411 10''ZA e c4 all S1. ----- e co ----- 1,114 1,546 N I TOTAL LIVING ENTRY ELEV. 'A' 4 ENTRY ELEV. 'C' 4 GARAGE I DEN SQ. FT. SQ. Ft, 5Q. FT. SQ. FT. II II I LIVING @ (&ARCH l 4x4 4x4 P05T POST I I I COVERED PATIO 14'-0"XI2'-0" 8'-8' CLG. DINING ROOM 8'-8" cLG. 1-411 10''ZA e Ri 141 I II I I I I I all S1. ----- ----- ARCH ----- 1,114 1,546 N I TOTAL LIVING ENTRY ELEV. 'A' 4 ENTRY ELEV. 'C' 4 GARAGE I DEN SQ. FT. SQ. Ft, 5Q. FT. SQ. FT. II II I LIVING @ ROOM "B' "D' I, Ivl I ' s' -a" CLG. I— ISI I 35 80 II I W ,k �'k ,. 25 -SH 25-5H OPTIONAL DEN (T V 25 -SH rn OPTIONAL BED A ROOM 1 _ _ _ _ _ _ _ _ I �— STONE ELEV 'D' ONLY _411 1 4„ 16'xIrb' BASE 6 -6" I 1 4 W/SQ TAPE RE D COLUMN ABV. 401-011 SENTRY ELEVATIONS "C" & "D" co ct� CALC.'S all S1. LIVING (IST.) LIVING (2ND.) 1,114 1,546 5Q. FT. SQ. FT. ARCH (DARCH SQ. FT. CALC.'S LIVING (IST.) LIVING (2ND.) 1,114 1,546 5Q. FT. SQ. FT. TOTAL LIVING ENTRY ELEV. 'A' 4 ENTRY ELEV. 'C' 4 GARAGE "B" "D' 2,120 51 123 426 SQ. FT. SQ. Ft, 5Q. FT. SQ. FT. TOTAL ELEV. 'A' 4 TOTAL ELEV_ 'C' d "B' "D' 3203 3269 5Q. FT. 80. FT. PATIO OPT. COV. PATIO 35 80 5Q. FT. SQ. FT. L #5 MODEL SPECIFICATIONS • GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNFINSHED • WINDOW SILLS TO BE OPTIONAL * MASTER AND SECONDARY BATH TO RECEIVE 36' MIRROR • VANITY MIRRORS TO BE RAISED OFF 5ACK5PLA5H f ALL DOORS ARE 6'-8" HIGH UNLESS NOTED OTHERWISE. ALL TUB FIXTURES TO BE WALL MOUNTED 3-1/2" 2 N 10-1/2" ELEC. OUTLET PER ELEC. CODE ATE m MIS - NEWEL � OPTIONAL J nSTAIR LAYOUT A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 FTIDIv. ea LOT: USKA 0 UTH LOT #37 PROJECT# 1703.00 MODEL- "2720„ GARAGE 8 WING: RIGHT PAGE: FIRST FLOOR PLAN ARCHITECT STATE OF FLORIDA JAMS CANfTWELL AFVNO 12079 DAZE: 8 /18 /O 9 SCALE: 1/4" SHEET F 42' LOW WALL , NEWELL POST 0 Z OPTIONAL i 1 STAIR LAYOUT 3050 -SH 3050 -SH EGRESS EGRESS 8'-0' CLG. Sl------------� 2 OPTS uHIP 8 I cs� - , 0 CALC.'S x� I I LIVING (1ST.) LIVING (2ND.) I I I I I I I I I I SQ. FT. SQ. FT. I I I I I I OWNER'S i I -m" 1-0'1' SUITE 4 IIB" 4 "D' TYP I TY I BIAULT U I TO I TOTAL ELEV. 'A" TOTAL ELEV. 'C" I g'-0" CLG l a SQ. FT. SQ. FT. a I I PATIO l I SQ. FT. I I i I I v ------------y e 6-0' CLG. ARCH 5'-011 41_611 ARCH 0 TUB O 42 "x60' 41_011 51_411 4 0 �a �A/ CAm 9'-411 r 3 -SH O OWNER'S wC_ 4x I= I BATH D1 8'-0' CLG.-;, POST I W. I . C. �O PT. OWNER'S BATH tv OWNER'S SUITE 0 401-011 14'-5" 11'-0" 2'-4" 12'--3 4'-5" 5'--f" 12'-1" 14'-10" 31_111 3050 -SH 3050 -SH 2340 -SH 9'-211 41-711 .401-011 -SH IN KNOWN! ulll� n1w liill� 11 � I � im rol ►$E POST e m MODEL SPECIFICATIONS r GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNFINSHED x WINDOW SILLS TO BE OPTIONAL M MASTER AND SECONDARY BATH TO RECEIVE 36' MIRROR • VANITY MIRRORS TO BE RAISED OFF BACKSPLASH • ALL DOORS ARE 6'-8" HIGH UNLESS NOTED OTHERWISE. 0 8 I cs� - , 0 CALC.'S LIVING (1ST.) LIVING (2ND.) 0 O STAIR DETAIL DARM A R C H I T E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M 0003325 _aW � Z svBDly. 8e LOT: TUSKA SOUTH LOT #37 PROJECT# 1703.00 MODEL: „2720" GARAGE sTMfG: RIGHT PAGE: SECOND FLOOR PLAN F CHITECT: OF FLORIDA JAMEP CANTWELL NO 12079 DATE: 8 /18 /0 9 SCALE: 1/4"=1'-0" SHEET 3 OF 1 9 SQ. FT. CALC.'S LIVING (1ST.) LIVING (2ND.) 1,1-14 1,546 SQ. FT. SQ. FT. TOTAL LIVING ENTRY ELEV. IIA" ENTRY ELEV. "C" GARAGE 4 IIB" 4 "D' 2,120 571 123 426 SQ. FT. 5Q. FT. SQ. FT. SQ. FT. TOTAL ELEV. 'A" TOTAL ELEV. 'C" 4 'B' 4 'D" 3203 3269 SQ. FT. SQ. FT. PATIO 35 SQ. FT. O STAIR DETAIL DARM A R C H I T E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M 0003325 _aW � Z svBDly. 8e LOT: TUSKA SOUTH LOT #37 PROJECT# 1703.00 MODEL: „2720" GARAGE sTMfG: RIGHT PAGE: SECOND FLOOR PLAN F CHITECT: OF FLORIDA JAMEP CANTWELL NO 12079 DATE: 8 /18 /0 9 SCALE: 1/4"=1'-0" SHEET 3 OF 1 9 ELEVATION DETAIL 1" 6° 6' SCORED STUCCO BAND 6" SCORED STUCCO BAND DOOR OR WINDOW ELEVTION DE SCALE: 3/4'=I' -O' 11-1011 SCORED STUCCO LOUVER ultj SCALE: STONE VENEER u (�A)ELEVATION DETAIL i i12 -------------- COPT. O�VE�R�ED��PATI�0 SCALE: 3/4'=I' -O" X10'-0 3/4' 2ND FIN_ FLR. BRiCi. HGT. m 12 ct� &'-&' BRG. PGT. I ( 0'-0' FIN_ FLR_. c!� &'-&' BRG. PGT. I ( 0'-0' FIN_ FLR_. COPT. COV. PATIO SCORED STUCCO 18'-0 3/4' 2ND FLR. BRG.� 1'-0 36'X60" SCORED „ . • . SHUTTERS 0 0 ►_ FRONT ELEVATION TEXTURED FINISH BUILDING HEIGHT 26"-9' X18'-0 3/4" 2ND FLR. BRGly. 14'X60" SCORED SHUTTERS — STONE VENEER (TYP) 12 OFF RIDGE g� VENT I6-0 3/4" 2ND FLR BRG. OL ,418'-0 3/4" 2ND FLR. BRG. 0 r 6 5 10'-0 3/4" 2ND FIN. FLR., 12 _ _ _ _------------� _ _ _ _ 10'-0 3/4' 2ND FIN. FLR. 71 '-� I I 0 I 0'-0' FIN, FLR. O, _ _ _ _ _ _ I _ _ _ I _ _ _ _ _ ,� 0'-0" FIN_ FLR REAR 1 TEXTURED FINISH A R C H IT E C T S Desmign Gruop �n�. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 StMDIV. & LOT: TUSKA SOUTH LOT X37 PROJECT 1703.00 MODEL: 2720„ GARAGE SWING: RIGHT PAGE: FRONT AND REAR ELEVATIONS >> B" ARCHITECT: STATE OF FLORIDA DATE: 8/18/09 SCALE: 1/4"=1'-0" SHEET 413'ar1 c!� COPT. COV. PATIO SCORED STUCCO 18'-0 3/4' 2ND FLR. BRG.� 1'-0 36'X60" SCORED „ . • . SHUTTERS 0 0 ►_ FRONT ELEVATION TEXTURED FINISH BUILDING HEIGHT 26"-9' X18'-0 3/4" 2ND FLR. BRGly. 14'X60" SCORED SHUTTERS — STONE VENEER (TYP) 12 OFF RIDGE g� VENT I6-0 3/4" 2ND FLR BRG. OL ,418'-0 3/4" 2ND FLR. BRG. 0 r 6 5 10'-0 3/4" 2ND FIN. FLR., 12 _ _ _ _------------� _ _ _ _ 10'-0 3/4' 2ND FIN. FLR. 71 '-� I I 0 I 0'-0' FIN, FLR. O, _ _ _ _ _ _ I _ _ _ I _ _ _ _ _ ,� 0'-0" FIN_ FLR REAR 1 TEXTURED FINISH A R C H IT E C T S Desmign Gruop �n�. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 StMDIV. & LOT: TUSKA SOUTH LOT X37 PROJECT 1703.00 MODEL: 2720„ GARAGE SWING: RIGHT PAGE: FRONT AND REAR ELEVATIONS >> B" ARCHITECT: STATE OF FLORIDA DATE: 8/18/09 SCALE: 1/4"=1'-0" SHEET 413'ar1 _ ,418'-0 3/4" 2ND FLR. 5R.G. 191 TN' TEXnA% D mmw W", O4Lv. i'-T1T'E :LOkIIP14 t M rmlmlqu CD•lNT� F¢$1i114,60 swrgLer orale'Ir FLLT FAMM CN J' OLD. *"T.. OR k COX PLT2V)OO Gomm= MR so FFICN. 21A FLR.� 2.r R4 MPM T _ LLWr aV (4) wd,6 TO LECE2R AND (2) Waft TO 2.r JOIlT AIL 32' OC. LET M "V &6I ;7 ri;w6- 2.r LlPdM 9MCLOW UV V4' . 4• LA0 DOLT UV 2' DIA U48WM • Y' OG ®SERVICE DOOR _ ,k 10'-0 3/4" 2ND FIN FLR rl_0__mHANG �'•�'�' 191, r4 &'-V BRCS HGT LEFT ELEVATION TEXTURED FINISH RIGHT ELEVATION TEXTURED FINISH 10'-0 3/4" 2ND FIN, FLR. 1 S' -S' Bi G- HGT. I I I 0'-0' FIN. FLR. me COPT. VOW..PA TWO O PT rCCOVEREDSCALE: 1/4'=V-0" -0I (LEFT SIM.) PATIO LEFT SIMILAR A R C H I T E C TS Des ign Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIY. 8c w7%. TUSKA SOUTH LOT X37 PROJECT# 1703.00 MODEL: "2720" GARAGE STfMGh: RIGHT PAGE: LEFT & RIGHT ELEVATIONS „B„ ARCHITECT: STATE OF FLORIDA E4o DATE: 8/18/09 SCALE: 1/4"=l' -O" SHEET 5 j- j03F19 0 HEADER SPAN CHART UP TO CONNECTOR SCHEDULE SINGLE SIMPSON DES. UPLIFT GRAVITY FASTNER >- META -Ib 1450 (12) 10d x 1 1/2 I -PLY/ (6) lbd 2 -PLY w Z (2) META -16 1985 (12) 10d x 1 1/2 I -PLY 0 1900 (14))6d 2 -PLY V) Q HETA-16 1810 (12) 10d x 1 1/2 ]-PLY/ (8) lbd 2 -PLY DBL 2 DBL 2 DBL 2 DBL 2 HETA-20 1810 (12) 10d x 1 1/2 I -PLY/ (8) 16d 2 -PLY AT EACH END OF HEADER (2) HETA-20 2035 (12) 10d x 1 1/2 I -PLY 3 2500 (12) 16d 2 -PLY MGT + 3965 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12EMBED), (22) 10d TO WOOD 1 .sT-2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD HGT-3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD LTAI 1420 (12) IDd x 1-1/2' VGT 4940 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4' X 3' TO WOOD (2)VGT (2-PLTA-PLY) 1185/8890 (2) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' TO WOOD MTS -12 1000 (14) 10d x 1 1/2 H76-16 1150 (16) 10d x 1 1/2 H75-20 145D (24) 10d x 1 1/2 LSTA-12 ++ 970 (10) 10d LSTA-18 ++ 1235 (14) 10d (/') MSTA-18 ++ 1365 (14) 10d CL META -24 ++ 1640 (18) 10d Of MSTA-36 ++ 2050 (26) 10d V) (n MSTI-36 3915 (36) 10d x I IR MOTI-48 5080 (48) 10d x 1 1/1 H6 950 (8) 8d TO PLATES, (8) 8d TO STUDS SP4 160 (6) 10d x 1 1/2' TO STUDS A34 365 (4) Bd x 1 1/2' TO BEAM (4) 8d x 1 1/2' TO POST. HCP2 605 (12) 10d x 1-1/2' HID 990 (16) 8d x 1-I12 ABU 44 2200 6665 (1) 5/8' QTR M HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (12) 1bd TO WOOD V) ABU 66 2300 12000 (1) 5/8' A.T.R. M HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (12Abd TO WOOD TTI9 +++ 1350 (1) 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (8)6d TO WOOD 0 LTT205 +++ 1150 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (10)16d TO WOOD U Z HTT-16 +++ 4115 (1) 5/8' A.TR N HIGH STRENGTH EPDXY, (MIK 1' EMBED-) IN CONC„ (18Abd TO WOOD Q HTT-22 +++ 5260 (1) 5/8' A.T.R. N HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN GONG, (32A6d TO WOOD HHDQII-SDS 2.5+ 11,445 11A.TR N HIGH STRENGTH EPDXY, (MIN. IV EMBED-) N GONG., (24)5D8 4' x ' WOOD 64 (1)1/0' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONG (3)V STUD BOLTS TO WOOD M5HA 3.56/1125 3415 5330 (U 3/4' A.TR N HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (U 3/4' ATR N HIGH STRENGTH EPDXY, (MIN. b.i5' EMBEDMENT) IN C.M.U. FACE, (ISAOd TO BEAM V) Lv HUSC412 (WOOD) 3240 2510 CFL (10) lbd TO HEADER, (10) Ibd TO WOOD 3140 (ROOF) 0 HLIC410 (CMU) 1810 5085 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD Z Q 2 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 -I' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. V) H +++ MINIMUM EMBEDMENT INTO THE TOP OF A EONDBEAM WILL BE 5', MINIMU 1 EMBEDMENT INTO THE FOUNDATION WILL BE 1' O A.TR ■ 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 IMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 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-2009' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HW05-R', T-ANCHORSPEC01, AND ANCHORING t FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-2003 HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO SINGLE STORY APPLICATION SIZE 4'-11 1/2" CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-4' 5'-4' TO 1'-0" 1'-0' TO 10'-0' 10'-0" AND OVER TWO 5TORY APPLICATION DOWN STAIR5 SUPPORTING END OF HEADER 1 SIZE 3 CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-0" 5'-0" TO 6'-4' 6'-4" TO 8'-0" 8'-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO U.N.O. 4'-11 1/2" -1'-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS AT EACH END OF HEADER 1 2 3 Ux 2 x 12 (02 Sl'P) /16' OSB NAIL (3) 12d 6 6'-8' O.G. TYP. 2x12 BM. f HDR. FRAMING NOTES: 1- HURRICANE STRAPS TO BE MANUFACTURED BY S IMP5ON 5TRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * TRU58 TO MASONRY/CONCRETE SHALL 5E META -16 * FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRU55 TO WOOD FRAMING SHALL 5E MT5-12 3 -TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED 5Y TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5, HEADER SPAN CHART 4 MINIMUM WALL $ HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN SECURE BM TO — BLK W/HU5C410. FASTEN W/8-3/j'6'X2" TAPCONS (4 PER FLANGE) W/ (2) META -16 2x6 LEDGER SECURED W/ 1/4" x 4' LAG BOLT W/ 2" DIA. WASHER m 16' O.C. FASTEN W/8- 3/f6"X2 " TAPCONS (4 PER FLANGE) atifl, Filly,11021wimArm 0 j I we (1111m�fflffiimw, 2x6 LEDGER SECURED W/ 1/4" x 4' LAG BOLT W/ 2" DIA. WASHER t1 16' O.C. l/V THICK, 3 COAT CEMENT PLASTER OVER GRADE 'D'� FELT PAPER HACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE "D' FELT PAPER 4'x4' GALV. 'L" -TYPE FLASHING SET IN ROOFING CEMENT F15ERGLASS SHINGLES OVER "15� FELT PAPER ON lAb" OSS. SHEATHING OR 1/2' CDX PLYWOOD SECURED PER NAILING SCHEDULE LSU -26 2x6 RAFTERS LUS26 W/ (4) 10d's TO LEDGER AND (2) 106's TO 2x6 JOIST 2X6 LEDGER W/ 1/2'x8' — THREADED ROD 32" O.G. MAX_ SET IN SIMPSON HIGH STRENGTH EXPDXY b' MIN EMBED. 1/2'THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY S.G.D. 12 5 2x6 LEDGER SECURED W/ 1/4' x 4' LAG BOLT W/ 2' DIA. WASHER 24' O.C. MAX 2x6 BLOCKING AS REQUIRED @ GABLE 2X10 BM TO 6X6 POST (2) MSTA-24 POST TO SLAB — A I=kI 1/2"=1'-O" HUC410 -� w/5 -3/16"X21 TAPCONS (4 PER FLANGE) (DCOV. PORCH 2X10 BM TO 4X4 POST (2) M5TA-24 POST TO SLAB ABU -44 2x 5 I I T5 I I T5 T5= PUC -410 W/8-3/16 "X2' TAPCONS (4 PER FLANGE) IB T5 el HUC410 IT5 HUC410 W/8 -3/16'X2" — TAPCONS (4 1 TAPCONS (4 PER FLANGE) PER FLANGE) k� COVERED PATIO SOUTHERN TRUSS 03/25/09 A R C H IT E C T S Desi0n Grounc. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SVBDIV. & LOT: TUSKA SOUTH LOT X3"7 PROJECT# 1703.00 MODEL: 2'720" GARAGE SWING: RIGHT PAGE: FLOOR FRAMING PLAN ELEV. A" & ,�B" ARCHITECT: STATE OF FLORIDA CANTWELL DA'C'E: 8/18/09 SCALE: 1/499=10-090 SHEET 6 ABOF 1 HEADER SPAN CHART CONNECTOR SCHEDULE 5'-0' TO SIMPSON STORY APPLICATION DES. UPLIFT GRAVITY FASTNER >- META -16 1450 (12) 10d x 1 1/2 I -PLY/ (6) 16d 2 -PLY Z (2) META -16 1985 (I2) 10d x 1 1/2 I -PLY O 1900 (14)16d 2 -PLY V) Q HETA-16 ISIm (12) 10d x 1 1/2 I -PLY/ (8) 16d 2 -PLY TWO STORY APPLICATION DOWN STAIRS HETA-20 1610 (12) 10d x 1 1/2 I -PLY/ (8) Ibd 2 -PLY SUPPORTING END OF HEADER (2) HETA-20 2035 (12) 10d x 1 1/2 I -PLY 2500 (12) 16d 2 -PLY SIZE MGT + 3965 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD CLEAR SPAN 44GT-2 + 10980 (2) 3/4' ATP, IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD x 6 x 8 x 10 x 12 HGT-3 + 10530 (2) 3/4' AT -It IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD NUM5ER OF FULL LENGTH STUDS LTAI 1420 (12) 10d x 1-1/2' VGT 4940 (I) 5/8' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4' X 3' TO WOOD AT EACH END OF HEADER (2) VGT (2-FLT/3-PLY) 1185/8890 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' TO WOOD 2 MTS -12 1000 (14) 10d x 1 1/2 W78-16 1150 (16) 10d x 1 1/2 HTS -20 1450 (24) 10d x 1 1/2 LSTA-12 *+ 910 (10) 10d LSTA-18 ++ 1235 (14) 10d In META -18 ++ 1365 (14) 10d CIL Q MSTA-24 ++ 1640 (18) 1Od W ~ META -36 ++ 2050 (26) 10d N MTI -36 3915 (36) 10d x 1 1/2 MSTI-48 5080 (48) 10d x 1 IR H6 950 (8) Sd TO PLATES, (8) 8d TO STUDS SP4 160 (6) 10d x 1 1/2' TO STUDS A34 365 (4) 8d x 1 1/2' TO BEAM (4) 8d x 1 1/2' TO POST. HCP2 605 (12) 10d x 1-1/1' HIO 990 (16) 8d x 1 -IR ABU 44 2200 6665 (1) 5/8' A.T.R. N HIGH STRENGTH EPDXY, (MM. 1' EMBED.) IN CONC. (12) 16d TO WOOD In ABU 66 2300 12000 (1) 5/8' ATR. M HIGH STRENGTH EPDXY, (MIN. 1' EMBED_) IN CONC, (12A6d TO WOOD CE OTT205 TTI9 +++ 1350 (1) 3/4' A.T.R. N HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC (BA6d TO WOOD = +++ 1150 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN GONG., 110A6d TO WOOD U Q HTT-16 +++ 4115 (1) 5/8' ATR N HIGH STRENGTH EPDXY, (MIN. 1' EMBED_) IN GONG, 118A6d TO WOOD HTT-22 +++ 5260 (1) 5/8' ATR N HIGH STRENGTH EPDXY, CMN. 1' EMBED_) IN GONG, (32n6d TO WOOD HHOC2II-808 2.5+ 11,445 IIA.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN GONG., (24)SDS 4' x ' WOOD 114DI 64M (U 1/8' AB. IN 14IGH STRENGTHE Y (MIN. 1' £ D.) IN CONC (3)X' STUD BOLTS TO WOOD MBHA 356/1125 3415 5330 (1) 3/4' ATR. N HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' ATR. N HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM1J. FACE, (18)10d TO BEAM , V) Ld HUSC412 (WOOD) 3240 2510 (FLOG (10) Ibd TO HEADER (10) Ibd TO WOOD 3140 (ROOF) ZHUC410 (CMU) 1810 5085 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD Q 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' DEEP, THE VERTICAL CELL IN CML. WALL MUST BE FILLED SOLID w/ GROUT. ++ IOd COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM T14£ ARCHITECT 15 REQUIRED FOR THIS APPLICATION PRIOR TO NSTALLATION. In W F- +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDIBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' O Z ATR. ■ A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH ETC. VARIES) 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 IMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCI-IITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2009' , 'HIGH WIND -RESISTANT CONSTRUCTION C-WW0* -R', T-ANCHORSPECOI, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-2009. HEADER SPAN CHART MINIMUM WALL AND HEADER STUD RFaTTTRFMFNTq MAXIMUM HEADER SPAN CftJ UP TO 5'-0' TO SINGLE STORY APPLICATION SIZE 4'-I1 1/2" CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-4' 5'-4' TO -V-0" 1'-0' TO 10'-0' 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SUPPORTING END OF HEADER SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-0" 5'-0" TO 6'-4' 6'-4" TO 8'-0" 8'-0' AND OVER MINIMUM WALL AND HEADER STUD RFaTTTRFMFNTq MAXIMUM HEADER SPAN CftJ UP TO 5'-0' TO 8'-011 U.N-O. 4'-I1 1/2" i' -ii 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUM5ER OF FULL LENGTH STUDS AT EACH END OF HEADER I 2 3 TYP. 2x12 BM. f HDR. FRAMING NOTES: 1. HURRICANE STRAPS TO 8E MANUFACTURED 8Y SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * TRUSS TO MASONRY/CONCRETE SHALL 5E META -16 * FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL 5E MTS -12 3.TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED 5Y TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. S. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN TRUSS TO 4X4 POST NTS -20 POST TO BLK HTT22 TRUSS TO 4X4 POS HTS -20 POST TO BLK HTT22 ROOF FRAMING PLAV TRUSS TO 4X4 POST NTS -20 POST TO SLK HTT22 TRUSS TO 4X4 POST HTS -20 POST TO BLK HTT22 SOUTHERN TRUSS 03/25/09 A R C H IT E C T S .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 BVHDIV. & LOT: TUSKA SOUTH LOT #37 PROJECT# 1703.00 MODEL: »2"720, GARAGE 8 WING: RIGHT PAGE: ROOF FRAMING PLAN ELEV. ARCHITECT: STATE OF FLORIDA CANTWELL 10 12079 8/18/09 SCALE: 1 /4'$ =1' - 0" SHEET ELECTRICAL LEGEND SYMBOL DEFINITION NOTES NOTE- ELECTRICAL MATERIALS AND IIOV OUTLET LAUNDRY/ WASHER 1 1500 U I/2 OF OUTLET (2) * 4/0 XHHW ALUMINUM CONDUCTOR R/ ll0v outLEt WIRED To COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL _ _ _ _ A.F.F. SWITCH 1 500 ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. EQUIPPED WITH � o IIOV OUTLET GROUND FAULT 1 GFI (1) * 4 XHHW ALUMINUM EQUIP.GRD INTERRUPTER � 220V OUTLET 4 WIRE CONNECTION db 1 4500 FI EXTERIOR GROUND FAULT GFI WATERPROOF SQ. FT. LIGHTNING/ RECEPT * 3 WATTS 2716 OUTLET INTERRUPTER A/C AIR HANDLER (HEAT PUMP) SWITCH � 8500 SWITCH 3 -WAY OPER Nt4 SWITCH 4 -WAY OPER. ` � WALL CSF I MOUNTEDMOUNTED LIGHT CEILING LIGHT TOTAL CONNECTED VA 52,608 1 VAPOR CL `OJvP 10000 LIGHT FIXTURE 12,019 L TOF 4060 HEAT PUMP SUPPLEMENTAL ELEC HEAT 690% RECESSED z METER CAN 4 I CFM PER FIELD VENT. FAN Sa FT. �II n VENT. FAN 1 CFM PER VERIFY W/L IGHT SQ. FT. POWER COMPANY PEDESTAL 2' LIGHT STRIP COMBO 4' LIGHT STRIP KITCHEN `n ® 41 FLUORESCENT 2-S WRAP PRE -WIRED CLCD FAN LIGHT AROUND _ 2' FLUORESCENT 4 DISCONNECT AND 200 AMP 120/240 VOLT 4' FLUORESCENT Lu 4' TRACK LIGHT ® PANEL METER SMOKE BATT. BACK-UP OS.D. DETECTOR HARDWIRE METER CAN 42 CIRCUITS INTER - BATT. BACK-UP MOUNTED W/ HARDWIRE D. SMOKS TER - DETECTOR CONNECTED MONOXIDE/ BATT. BACK-UP W/ HARDWIRE S/CO SMOKE DETECTORINC Z CONNECTED PENDANT LIGHT TELEPHONE . JACK WATER HEAT. WH DISCONNECT Alit GOND. 'd /C DISCONNECT tv. TELEVISION JACK CEILING 50X REQUIRED To \ BE SUPPORTED O J -BOX IN ACCORDANCE W/ SOX MARKS AS SUCH FOR INSPECTION CEILING FAN/LIGHT IWI CEILING BOX REQUIRED TO SE SUPPORTED IN ACCORDANCE ROX MARKS AS SUCH FOR INSPECTION FLOOD LIGHT INTERCOM SPEAKER • PUSH- FOR B. BUTTON CHIMES NOTES: • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED v HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN HABITABLE ROOMS TO BE ARG FAULT PROTECTED PER NEC 210.12(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. • CFI g ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 200-1,RESIDENTIAL CODE TABLE M150(o3) PATIO L —GF I � OPT. L REF. DINING ROOM3::�- w -I� LIVING ROOM WP. GF I � CF I tu NOTE- ELECTRICAL MATERIALS AND \ LAUNDRY/ WASHER 1 1500 U \ (2) * 4/0 XHHW ALUMINUM CONDUCTOR R/ 1200 DISHWASHER COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL _ _ _ _ A.F.F. (1) * 2/0 XHHW ALUMINUM NEUTRAL. 1 500 ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. GARAGE � o GOND. DRYER 1 DOOR (1) * 4 XHHW ALUMINUM EQUIP.GRD RANGE � 12000 12,000 db 1 4500 4500 SMALL APPLIANCES CIRCUITS 3 1500 4500 SQ. FT. LIGHTNING/ RECEPT * 3 WATTS 2716 3 8148 A/C AIR HANDLER (HEAT PUMP) 1 � 8500 A/C CONDENSER (HEAT PUMP) 1 4060 4060 ` � II II II CSF I CSF I GF I GF I GiF I I KEYLESS TOTAL CONNECTED VA 52,608 SERVICE LOAD SUMMARY DEMAND VA LESS HVAC LOAD CL IST 10,000 1009 10000 LIGHT FIXTURE 12,019 9 4060 HEAT PUMP SUPPLEMENTAL ELEC HEAT 690% GARAGE z METER 4 FIELD z �II n (L BREAKFAST VERIFY POWER COMPANY PEDESTAL NEMA 3R COMBO KITCHEN `n CFI PRE -WIRED CLCD FAN DISCONNECT AND 200 AMP 120/240 VOLT Lu _ OPt M METER CAN 42 CIRCUITS Z \ FAMILY SERVICE BY 200 ROOM OTHERS AMP. L —GF I � OPT. L REF. DINING ROOM3::�- w -I� LIVING ROOM WP. GF I I 0 I TO 2ND. FUR. I I � I � I � FOYER �Lk — EL ECTfRICAL= lRl5EfR — � WH tu NOTE- ELECTRICAL MATERIALS AND \ LAUNDRY/ WASHER 1 1500 U \ GFI a 42 R/ I 0 I TO 2ND. FUR. I I � I � I � FOYER �Lk — EL ECTfRICAL= lRl5EfR — � WH QTY NOTE- ELECTRICAL MATERIALS AND \ LAUNDRY/ WASHER 1 1500 INSTALLATIONS SHALL \ GFI a 42 WH 1200 DISHWASHER COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL —P.B. FOR � A.F.F. DISPOSAL 1 500 ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. GARAGE � o GOND. DRYER 1 DOOR � RANGE � 12000 12,000 WATER HEATER 1 4500 4500 SMALL APPLIANCES CIRCUITS 3 1500 4500 SQ. FT. LIGHTNING/ RECEPT * 3 WATTS 2716 3 8148 A/C AIR HANDLER (HEAT PUMP) 1 � 8500 A/C CONDENSER (HEAT PUMP) 1 4060 4060 ` � II II II I KEYLESS TOTAL CONNECTED VA 52,608 SERVICE LOAD SUMMARY DEMAND VA LESS HVAC LOAD CL IST 10,000 1009 10000 LIGHT FIXTURE 12,019 9 4060 HEAT PUMP SUPPLEMENTAL ELEC HEAT 690% GARAGE z METER 4 FIELD (L VERIFY 9 OUTLET FOR OPT. GARAGE DOOR OPENER I P.B. FOR `� I __,_----------------- CHIMES I I I � ELECTRICAL PLAN OPT. COACH LIGHT LOAD CALCULATIONS: 2720 RESIDENCE 120/24OV, 10, 3W LOAD INFORMATION QTY VA EACH VA TOTAL LAUNDRY/ WASHER 1 1500 1500 REFRIGERATOR 1 1200 1200 DISHWASHER 1 1200 1200 DISPOSAL 1 500 500 MICROWAVE/ HOOD 1 1500 1500 DRYER 1 5000 5000 RANGE 1 12000 12,000 WATER HEATER 1 4500 4500 SMALL APPLIANCES CIRCUITS 3 1500 4500 SQ. FT. LIGHTNING/ RECEPT * 3 WATTS 2716 3 8148 A/C AIR HANDLER (HEAT PUMP) 1 8500 8500 A/C CONDENSER (HEAT PUMP) 1 4060 4060 TOTAL CONNECTED VA 52,608 SERVICE LOAD SUMMARY DEMAND VA LESS HVAC LOAD 40048 IST 10,000 1009 10000 REMAINDER PER NEC -220.82(B) 40% 12,019 HEAT PUMP COMPRESSOR 100% 4060 HEAT PUMP SUPPLEMENTAL ELEC HEAT 690% 5525 TOTAL LOAD VA 31,604 VOLT 240 AMPS 132 KITCHEN SINK W/ AUTO VENT *4 GND WIRE WITH 5/8"x8 FT. GROUNDING RODS 8 FT. APART 2" VTR 2' VTR 21 I 2' VTR �2" N I I 1 1/2 "--� I , YLU 1V1MN U R1�ER DIAGRAM AIN A R C H I T E C TS Design Grou�r��. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSKA SOUTH LOT X37 PROJECT# 1703.00 MODEL.- 2720 ODEL:2720 GARAGE SWING: RIGHT PAGE: PLUMBING RISER DIAL. & 1ST FL. ELEC. PLAN ARCHITECT: STATE OF FLORIDA 44'5" DATE: 8/18/09 SCALM: 1 /4" =1' - 0" SHEET 0 OF 191 MEDIA/GAME ROOM I BDRM. #4 r OWNER'SSUITE PRE C;L`W RED i PRE-WIRED\� a /� PRE -WIRED CLCx FAN 4ii�\\� \ i CLC% FAN � \ BDRM. #3 II II I i s/CO�� Q `\ OPEN TO ® Q BELOW I OWNER'S AFI I � _ 0 BATH I BATH 0 TO 1ST. , 0 FL � I ---- + BDRM. #2 \ ' ♦ i' \\ // WALK—IN j PcEcw�D j ----- 1 CLOSET F_ — oPT.I I \ - L------------ W --- OWNER'S –_� `� I BATH ODP `� WALL MOUNTED 4 LIC%HT 4 SWITCH IN — ATTIC 0 �T S 111_ C 0 1 D 1L � 1LJ 0 0� I 1 l JLC L JLC C T R 1L C JIL P L 1 �I OPT. OWNER'S BAT H 1 OWNER'S SUITE ELEGTRfCAL LEGEND S'I'1'MBOL pEFINITION NOTES IiOv outLET I/z OF OUTLET 110V OUTLEt WIRED TO SWItCH EQUIPPED WItH 110V OUtLET GROUND FAULT INtERRUPtER ® 220Y OUTLET ¢WIRE CONNECTION EXTERIOR (¢I WATERPROOF GROLA�D FAULT OUTLET INTEfiRllPtER SWITCH BWItCH 3 -WAY OPER �4 BWITCI-{ / PRE -WIRED CLG FAN 4 -WAY OPER n WALL YMOUNTED �.( LIGI-IT ( ) GE IL INC L ICsI-fT :/VP VAPOR LIGHT 1 RECESSED l�J CAN VENT. FAN I CFM PER SQ. FT. VENT. FAN 1 CFM PER W/LIGHt SD. FT. 2' LIGHT STRIPqp 4' LIGHT STRIP ® FLUORESCENT 2—ROUND P LIGHT z' FLuol�sceNt 4' FLUORESCENT 4' TRACK LICsI-It07 0 PANEL METER SMOKWALL Ciomnio TT En I —E BATT. SACK -UP Ocj,p, DETECTOR W/ HARDWIRE INTER - BATT. BACK-UP SMNOKE D W/ HARDWIRE INTER - DETECTOR CONNECTED SAtt. SACK -UP MONOXIDE/ W/ HARDWIRE (&S/CO SMOKE DETECTOR CONNECTED �){ PENDANT LIGHT . TELEPHONE JACK WATER HEAT. DISCONNECT AIR GOND. A/G DISCONNECT El tELEY1810N JACK CEILING BOX REQUIRED TO BE SUPPORTED O J -BOX IN ACCORDANCE W/ BOX MARKE AS SUCH FOR INSPECTION CEILfNG REQUIRED TO FAN/L IGHT BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT INTERCOM SPEAKER • PUSH- FOR PS. BUTTON CHIMES •LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED '� HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. • C%FI '� ISLAND (NOT ON KITCHEN CIRCUIT) •DISHWASHER DISCONNECT t0 BE LOCKOUT A R C H I T E C T S Desoin LOAD CALCULATIONS: �'7�0 RESIDENCE 120/240 V, 1st, 3W LOAD INFORMATION QTY VA EACH VA TOTAL LAUNDRY/ WASHER 1 15(40 1500 REFRIGERATOR 1 1200 1200 DISHWASHER 1 1200 1200 DISPOSAL 1 500 500 MICROWAVE/ HOOD 1 1500 1500 DRYER 1 5000 5000 RANGE 1 12000 12,®00 WATER HEATER 1 4500 4500 SMALL APPLIANCES CIRCUITS 3 1500 4500 SQ. FT. LIGHTNING/ REGEPt '� 3 WATTS 2716 3 8148 A/C AIR HANDLER CHEAT PUMP) 1 8500 8500 A/C CONDENSER (PEAT PUMP) 1 4060 4060 TOTAL CONNECTED VA 52,608 SERVICE LOAD SUMMARY DEMAND VA LESS HVAC LOAD 40,048 IST 10,000 1009'0 10000 REMAINDER PER NEG -220.8218) 409e 12,019 HEAL PUMP COMPRESSOR 1009'0 4060 NEAT PUMP SUPPLEMENTAL ELEG HEAT 650 5525 TOTAL LOAD VA 31,604 VOLT 240 AMPS 132 IN PANEL • BATHROOM EXAUST FAN TO HAVE MIN. GAPAGITI' OF 50 CFM INTERMItTENt.IFBG 200�,RESIDENtIAL CODE TABLE M15063) MEDIA/GAME ROOM I BDRM. #4 r OWNER'SSUITE PRE C;L`W RED i PRE-WIRED\� a /� PRE -WIRED CLCx FAN 4ii�\\� \ i CLC% FAN � \ BDRM. #3 II II I i s/CO�� Q `\ OPEN TO ® Q BELOW I OWNER'S AFI I � _ 0 BATH I BATH 0 TO 1ST. , 0 FL � I ---- + BDRM. #2 \ ' ♦ i' \\ // WALK—IN j PcEcw�D j ----- 1 CLOSET F_ — oPT.I I \ - L------------ W --- OWNER'S –_� `� I BATH ODP `� WALL MOUNTED 4 LIC%HT 4 SWITCH IN — ATTIC 0 �T S 111_ C 0 1 D 1L � 1LJ 0 0� I 1 l JLC L JLC C T R 1L C JIL P L 1 �I OPT. OWNER'S BAT H 1 OWNER'S SUITE ELEGTRfCAL LEGEND S'I'1'MBOL pEFINITION NOTES IiOv outLET I/z OF OUTLET 110V OUTLEt WIRED TO SWItCH EQUIPPED WItH 110V OUtLET GROUND FAULT INtERRUPtER ® 220Y OUTLET ¢WIRE CONNECTION EXTERIOR (¢I WATERPROOF GROLA�D FAULT OUTLET INTEfiRllPtER SWITCH BWItCH 3 -WAY OPER �4 BWITCI-{ / PRE -WIRED CLG FAN 4 -WAY OPER n WALL YMOUNTED �.( LIGI-IT ( ) GE IL INC L ICsI-fT :/VP VAPOR LIGHT 1 RECESSED l�J CAN VENT. FAN I CFM PER SQ. FT. VENT. FAN 1 CFM PER W/LIGHt SD. FT. 2' LIGHT STRIPqp 4' LIGHT STRIP ® FLUORESCENT 2—ROUND P LIGHT z' FLuol�sceNt 4' FLUORESCENT 4' TRACK LICsI-It07 0 PANEL METER SMOKWALL Ciomnio TT En I —E BATT. SACK -UP Ocj,p, DETECTOR W/ HARDWIRE INTER - BATT. BACK-UP SMNOKE D W/ HARDWIRE INTER - DETECTOR CONNECTED SAtt. SACK -UP MONOXIDE/ W/ HARDWIRE (&S/CO SMOKE DETECTOR CONNECTED �){ PENDANT LIGHT . TELEPHONE JACK WATER HEAT. DISCONNECT AIR GOND. A/G DISCONNECT El tELEY1810N JACK CEILING BOX REQUIRED TO BE SUPPORTED O J -BOX IN ACCORDANCE W/ BOX MARKE AS SUCH FOR INSPECTION CEILfNG REQUIRED TO FAN/L IGHT BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT INTERCOM SPEAKER • PUSH- FOR PS. BUTTON CHIMES •LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED '� HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. • C%FI '� ISLAND (NOT ON KITCHEN CIRCUIT) •DISHWASHER DISCONNECT t0 BE LOCKOUT A R C H I T E C T S Desoin LOAD CALCULATIONS: �'7�0 RESIDENCE 120/240 V, 1st, 3W LOAD INFORMATION QTY VA EACH VA TOTAL LAUNDRY/ WASHER 1 15(40 1500 REFRIGERATOR 1 1200 1200 DISHWASHER 1 1200 1200 DISPOSAL 1 500 500 MICROWAVE/ HOOD 1 1500 1500 DRYER 1 5000 5000 RANGE 1 12000 12,®00 WATER HEATER 1 4500 4500 SMALL APPLIANCES CIRCUITS 3 1500 4500 SQ. FT. LIGHTNING/ REGEPt '� 3 WATTS 2716 3 8148 A/C AIR HANDLER CHEAT PUMP) 1 8500 8500 A/C CONDENSER (PEAT PUMP) 1 4060 4060 TOTAL CONNECTED VA 52,608 SERVICE LOAD SUMMARY DEMAND VA LESS HVAC LOAD 40,048 IST 10,000 1009'0 10000 REMAINDER PER NEG -220.8218) 409e 12,019 HEAL PUMP COMPRESSOR 1009'0 4060 NEAT PUMP SUPPLEMENTAL ELEG HEAT 650 5525 TOTAL LOAD VA 31,604 VOLT 240 AMPS 132 Grou��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 sysDiv. & LOT: TUSKA SOUTH LOT X37 PRO JECT# 1703.00 MODEL.- 2720 ODEL:2(20 GARAGE SiNG: RIGHT PAGE: 2ND FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA v LL9 olp 19 DA : 8/18/09 SCALE:1/410=11-010 SHEET GRADE (1) 5 REBAR VERTICALLY W/ CONC, POUR CELL R-42 INSULATION z TEXTURED FINISH L Q w a, cm � J r 1/2' GYP. WL. BD. WOOD BASE O I e n d 4' CONC., REINF. W/ 6'x6'010 WWM OR FIBERMESH ON 6 -MIL POLY n • ° ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE a TREATED FILL ZW E > V4' 8' 4' U I,-4, (2) 5 REBAR ON CHAIRS 1 -STORY FOOTING 1 W BLOCK WALL SCALE: I/Z'=1'-0' 7010/10 4' CCNC, REINF. W/ 6'x6' WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL (1) 5 REBAR ON CHAIRS 4 THICKEN EDGE SCALE: i/2'=1'-0' m a 4' GONG REINF. W/ 6'xb' w0 WWM OR FIB£RM£SH ON 6 -MIL POLY 4' 4' ETHYLENE VAPOR BARRIER ON UPI L -COMPACTED CLEAN TERMITE TREATED FILL GARAGE STEP-UP 5 NON-BEARING SCALE: 1/2'-I'-0' = a r 4' CONC. RE NF. W1 6'x6' 010 WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON lu WELL -COMPACTED CLEAN TERMITE O> 4. S S• 4• TREATED FILL in U 2'-0' 4' S REBAR ON CHAIRS 9 CONCRETE PAD i[PRIOR POUND LINTEL CONT. (TYP.) PRE -CAST HDRSIDES. 2X6 GARAGE DOOR BUCK W/ (3)K'X8' BJ-OLTS T' EMBEDMENT MIN. W/ 2'X2'XKia' CMU FILLED WASHER AND NUT SPACED EVENLY FROM CELL (TYP.) FLOOR TO GARAGE POOR HDRN JONTS TO FILLING. 1-2X6 PT BLOCK 0 CENTER OF DOOR HEADER W/(UYJ'X8' J -BOLTS 6' EMBEDMENT W/ 2'X2'X16' WASHER AND NUT 15 GARAGE DOOR INFO SCALES I/2'-1'-0' i. 1 (1) 5 REBAR SET IN SIMPSON HIGH STRENGTH EPDXY T EMBED. MIN. 4' CONC, RENF. W/ 6'x6' 010 WWM OR d ; d FIBERMESH ON 6 -MIL POLY e� ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL TYP. RETROFIT FOR A OMITTED DOWELS Sc-ALrm- 1/2' -I' -C' SECURE BT. PLATE TO BLK W/ I' ANCHOR BOLT W/ 2' WASHER SET IN SIMP80N HIGH STRENGTH EPDXY 1' EMBED. MIN. is 32' OC MAX 4' CONC, REINF. W/ 6'x6' 010 WWM OR FIBERMESH ON 6 -MIL POLY Z Wof ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE U TREATED FILL (2)'S RE15AR ON CHAIRS 1 -STORY FOOTING 2 AT L.B.W. W UPLIFT SECURE BT. PLATE TO SLAB W/ }' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MN. 0 32' OC MAX 4' CONC, RENF. W/ 6'x6' w0 WWI1 OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON U WEELLLA-COMPACTED TED CLEAN TERMITE 4' I'-0' 4' (3) 5 REBAR ON CHAIRS 2 -STORY FOOTING 2 ATL SCALE: SECURE BT. PLATE TO SLAB W/ 10d CUT NAILS/ MASONRY NAIL in 32' O.C. MAX 4' GONG, RENF. W/ 6'x6' 010 WWM OR C RMESH ON 6 -MIL POLY Z_ �Q' LENE VAPOR BARRIER ON -COMPACTED CLEAN TERMITE U4" 8" 4"ATED FILL (2) 5 REBAR ON CHAIRS 1 -STORY FOOTING AT L.B.W. W NO -UPLIFT SCALE TEXTURED FINISH R-11 INSULATION MIN. STUDS 16' O.G. MAX NI' GYP. WL. BD. Lw WOOD BASE z CURE BT. PLATE TO BLK W/ ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN 32' OG MAX s- s a' 4' GONG, REINF. W/ 6'x6' 010 WWM OR F15ERMEOW ON 6 -MIL POLY •.e ETHYLENE VAPOR BARRIER ON UJELL-COMPACTED CLEAN TERMITE WIV TREATED FILL i> 4' 8'4' I'-4' m (2) 05 REBAR ON CHAIRS 1 -STORY FOOTING 3 W FSRAME1 WALL STUDS 16' O.C. MAX z 5 1/2' a HEAD OF GARAGE 5 1/2' 0 HEAD OF GARAGE TL VARIES WITH SLOPE VARIES WITH SLOPE 4 Q SECURE BT. PLATE TO SLAB W/ SECURE BT. PLATE TO SLAB W/ ANCHOR BOLT W/ 2' WASHER SET IN ANCHOR BOLT W/ 2' WASHER SET N EXTENDED SLAB I I/2• CURB HEIGHT VARIES SIMPSON HIGH STRENGTH EPDXY 1' SIMPSON HIGH STRENGTH EPDXY 1' 6 p EMBED. MIN. a 32' OC MAX _ EMBED. MIN. a 32' OC MAX � 1/2' RECESS FOR SERVICE OR r • 4' CONC, RENF. W/ 6'x6' 010 WWM OR FIBERMESH ON 6 -MIL POLY w ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE m U 4' 8' 4' 4' TREATED FILL 1 4' (2) 5 REBAR ON CHAIN GARAGE STEP-UP 6 1 -STORY L.B.W. SCALE: 1/2' • 1'-0' IRECESS FOR SfsD. TRAGIC N FINISH FLOOR w d. d g - d a, ° q° d 1 O SLAB AT S. G. D. SCALE: NrPOURED LINTEL CONT. (TYP.) 8' CMU FILLED CELL (TYP.) 2X WALL FRAMING. (3.14'X8' ANCHOR BOLTS or (314'X8' J -J-501.76 MIN. 1' EMBEDMENT W/ 2'X2'XI/9' WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 16 BLOCK WALL CONNECTION SCALE: I/1'.1'_0' (U S RESAR VERTICALLY W/ CONC. POUR CELL 8' CMU CURB HEIGHT VARIES 4' CONC, REINF. W l 6'x6' 010 WWM OR dp 4' CONC, RE INF. W/ 6'x6' 010 WUJM OR co , ° 4' CONC, REMF. W/ 6'x6' w0 WWM OR E FIBERMESH ON 6 -MIL POLY = , ° FIBERMESH ON 6 -MIL POLY -1 m5mlESH ON 6 -MIL POLY ? ETHYLENE VAPOR BARRIER ON • ° e ETHYLENE VAPOR BARRIER ON , ETHYLENE VAPOR BARRIER ON > WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE 4' TREATED FILL 6' 6' 4' 4 TREATEp FILL TREATED FILL 1'-8' w 5 (2) REBAR ON CHAIRS Z 4' S' 4 (2) 5 RESAR ON CHAIRS (3) 5 RE13AR ON CHAIRS TO > E GARAGE STEP-UP SLAB AT GARAGE 1 -STORY FOOTING 6 A 2- STORY L.B. W. SERVICE DOOR 8 AT GARAGE rvGALE: 1/2' = I' -0' SCALE: I� •. r-0' SCALE: 1/2 •. r-0• (1) 5 REBAR VERTICALLY W/ CONC, POUR CELL R-42 INSULATION z TEXTURED FINISH 4 0 a' CMU RECESS FOR 1/1' GYP. WL. BD. v t4' GARAGE POOR WOOD BASE CONC, RE INF. W/ 6'x6' w0 WWM ORERMESH ON 6 -MIL POLY ; 4' CONC,, REINF. W/ 6'x6' w0 WWM OR HYLENE VAPOR BARRIER ON d° FIS£RM£SH ON 6 -MIL POLY LL -COMPACTED CLEAN TERMITE �. . d ETHYLENE VAPOR BARRIER ON EATED FILL WELL -COMPACTED CLEAN TERMITE 5 REBAR ON CHAIRS TREATED FILL mO 4' b' b' [4� (3) 5 MBAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE: I/1' • 1'-0' ��CAULK AND SEAL [�GAS LINE l I' PVC SLEEVE FOR GAS LINE 9 S' CMU N �I/2' DRYWALL /—WOOD BASE e a a . n a 11� GAS LINE THRU BLOCK g_Nn_qaED� (2) 5 RESAR ON CHAIRS 2 -STORY (3) 5 REBAR ON CHAIRS (1) 5 REBAR VERTICALLY W/ CONC. POUR CELL R-42 INSULATION 8' CMU 1a' GYP. WL. BD. WOOD BASE 2 -STORY FOOTING g_WV BLOCK WALL SCALE: 1/2' = I'-0' TIE VERTICAL REBAR TO HCRIy4TIONAL REBAR W/ 8' HOOK GROUTED BOND BEAM VARIES PER .2! d ° e d ° C °a e U w 4' CONC, RENF. W/ 6'x6' $10 WWM OR O FIBERMESH ON 6 POLY W FOLER INSPECTION d aQ -MIL Z al ° I CURB HEIGHT VARIES ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL _ : a�°w ii °e , 0' 0' - FIN. FLR. ° I (2) 45 REBAR a I -STORY ETHYLENE VAPOR BARRIER ON Z I ° . C3) 5 RESAR 2 -STORY (1) 5 VERT. DOWEL )d° °d ° TIE VERT ICAL RESAR d a LAPPED W/ BOND BEAM 6 PVC CHASE THRING U FOOT e °d HERIZATIONAL e . TO d d OUTSIDE RESAR TO BE CONTINUOUS U 5 (REBAR AT CORNERS W/ 25' LAP MIN • ° • ° ° REBAR W/ S' HOOK d �� . d d a d . ` aFT� (3) 5 REBAR ON CHAIRS > ,-STORY [4-18' 1/ 1 >p ° 77 4' (2) 5 REBAR ON CHAIRS ,n U de L _4. 2 -STORY (3) 5 REBAR ON CHAIRS 2'-I' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL B REBAR LAP AT FOOTING SCALE: i/2'=I'-0' c AT LINTEL CORNERS E: I .,'-0 D W BLOCK WALL ALE= I/2'■I'-0' E REINFORCING BC:ALE: , '•,'_®• ATL.L EXTERIOR F_'OOTERS AT F_INISll SI-,AB'S TO BE MIN. 12" :BELLOW LTNDISTURBEID SOIL TEXTURED FINISH R -II INSULATION MIN. STUDS 16' OiC, MAX 1/2' GYP. WL. BD. w WOOD BASE z SECURE ST. PLATE TO SLK W/ ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH VRENGTH EPDXY 1' 1 p EMBED. MIN. a 32' OC MAX dp ° ° 4' GONG REINF. W/ 6•xb' 010 WWM OR FISERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON •° a • ° WELL -COMPACTED CLEAN TERMITE TREATED FILL Lj 4' b' 4' (3) 5 REBAR ON CHAIRS � U b' 2 -STORY FOOTING 3 A W SCAFRLE:=AME 1' !A 2 -STORY FOOTING 8 A AT GARAGE SCALE : I/2' =1' -0' �1 NOT USED GROUTED BOND SEAM VARIES PER ELEV. z TIE VERTICAL REBAR TO HORIZATIONAL a REBAR W/ 6' HOOK e VARIES PER ELEV. ° GROUTED BOND SEAM ° a de d d (L CLEANOUT REQUIRED Q FOR INSPECTION _Z L a. FLR VERTICAL REBAR a TO HORIZATIONAL a.o RESAR W/ 8' HOOK L HORIZONTAL/VERTICAL REINFORCING AT BEARING CHANGE A R C H ITEC T S Desio2Grou. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 -I SUBDIV. & LOT: TUSKA SOUTH LOT #37 PROJECT# 1703.00 MODEL: ))2720„ GARAGE S WING: RIGHT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA DATE: 8/18/09 SCALE: 1/4"=1'-0" SHEET �� OFI (1) 5 RE15AR VERTICALLY W/ CONC. POUR CELL 9' CMU Z CURB HEIGHT VARIES 1= a w CONC, RE INF. W/ 6'x6' 140 WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON d� OWELL -COMPACTED CLEAN TERMITE 1 I TREATED FILL 4 ii Df ° Z e (3) 5 REBAR ON CHAIRS • v Z� 2 -STORY FOOTING 8 A AT GARAGE SCALE : I/2' =1' -0' �1 NOT USED GROUTED BOND SEAM VARIES PER ELEV. z TIE VERTICAL REBAR TO HORIZATIONAL a REBAR W/ 6' HOOK e VARIES PER ELEV. ° GROUTED BOND SEAM ° a de d d (L CLEANOUT REQUIRED Q FOR INSPECTION _Z L a. FLR VERTICAL REBAR a TO HORIZATIONAL a.o RESAR W/ 8' HOOK L HORIZONTAL/VERTICAL REINFORCING AT BEARING CHANGE A R C H ITEC T S Desio2Grou. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 -I SUBDIV. & LOT: TUSKA SOUTH LOT #37 PROJECT# 1703.00 MODEL: ))2720„ GARAGE S WING: RIGHT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA DATE: 8/18/09 SCALE: 1/4"=1'-0" SHEET �� OFI PANEL ANCHOR SEALANT = SEALANT 3/8" -EXPANSION STRII FREE OF MORTAR PANEL ANCHOR 1/4' EXP. BOLT TWO PER ANCHOR WALL FRAME SHOWN HERE FOR ILLUSTRATIVE PURPOSES ONLY. WALL FRAMING CAN BE CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND L PANEL ANCHOR STYLE CONSTRUCTION LINTEL PLATE — 3/8' EXPANSION STRIP FREE OF MORTAR L INTEL SEALANT TO BE MIN. /2" DEEP SEE NOTE P1rEXPAN51ON STRIP PANEL ANCHOR GLASS BLOCK NOTE: THIS DIMENSION IS DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS BLOCK. PANEL REINFORCING 's EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT ACROSS EXPANSION JOINTS GLASS BLOCK POSITION (2) 1-1/4' 8-4 HEX WASHER HEAD WITH ANTI -CORROSIVE COATING TIGHT TO BEND OF ANCHOR AND END OF SLOTTED HOLE TYPE S OR N MORTAR 1/4" MIN. 1/2' MAX. PANEL REINFORCING MORTAR ASPHALT EMULSION O� 1-3/4' X 20 GAUGE X 24" LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL SECURE 2x6 MIN. t0 BLK W/ (2) ,�' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 6' EMBED. 2X4 SECURED TO GABLE END W/(2)12dsEA. UPRIGHT 2X4 SECURED t0 0 GABLE ENG WK2)12d 0 61-81 O.G. SECURE 2x4 ON FLAT TO BLK W/ GUT NAILS. SIDES: L-30 0 2X6 GARAGE DOOR BUCK W/ (3) O GABLE BLOCKING TRUSS VX8' J -BOLTS T' EMBEDMENT MIN. 2x4 BLOCKING W/ 2'X2'Xyo WASHER AND NUT 9 EA. RAFTER SPACED EVENLY FROM FLOOR TO L-30 EA. GARAGE DOOR HDR IN JOINTS RAFTER PRIOR t0 FILLING. H2.5 EA 1-2X6 PT BLOCK ® CENTER OF RAFTER DOOR HEADER W/(1) Y2'XS' J -BOLTS 2x4 RAFTER 6' EMBEDMENT W/ 2'X2'X%s' WASHER AND NUT a 24' O.G. 2x4 FRAMING 0 (TYP) GARAGE DOOR 3 BUCK ATTACHMENT SCALE: 1/2'-1'-0' 8 NOT USED 4 FRAMED OVERHANG N.t.s. 2X4 DBL TOP PLATE 2x4 METAL STUD 24' O.G. Tff1/2' DRY WALL 2X4 16' O.G. MAX 2X4 PT. BT. PLATE 1/2' AB W/ MIN. 1' EMBEDMENT 2' DIA_ WASHER 32' O.C. MAX 05 REBAR CONT. 9 WOOD FRAME TO BLK. SCALE: 1/2' - I' -0' SPARK ARREST PER MANUFACTURER IX2 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 1 A PLAN VIEW SCALE: 1/2' = I'-0' SIMPSON H-5 (MIN.) LENGTH 2x4 TO TRUSS PRE. ENG. TRUSS 61=4 OR H-5 TOP PLATE t0 STUDS 2'-0' ABV. 10'-0' LEVEL TO ROOF OR 2'-0' ABV. HIGHEST RIDGE WITHIN 10'-0' 2A SIMPSON H-5 (MIN.) 2x4 TO TRUSS 1 CHIMNEY DETAILS PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS a 16' O.G. MAX SIMPSON LSTA-12 s EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS s 16' O.G. 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 N CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY a A TIME. USE 12d NAILS, TWO WITHIN 6" FROM EACH END 4 NO MORE THAN 12' D.G. STAGGERED SP4 OR H5 0 TOP AND BOTTOM PLATES • 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 FLR LINE TYP. EXTERIOR WINDOW/ rJ DOOR OPENING WD FRAMED NAILING 8CZHE1DULE ROOF DIAPHRAGM USE 1116'0.5.5. OR 1/2' CDX PLY WITH 06 RING SHANK GUN NAILS AT 4' O.G. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS a 4' O.G. EXTERIOR SHEATHING USE 1/16' O.S.B. OR 1/2' PLY WITH "8 RING SHANK GUN NAILS AT 6' O.C. At PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.C. TOP < BOTTOM PANEL AND 08 RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER N,4 f L REQU I REE -TENTS SIZE HEAD LENGTH DIA. TENSILE STIR ed ROUNDJMODIFIED 1 -1/8' .113 1_1m000 WITHIN 8' OF EACH OR T ROUCsI-I OPENINCs UP TO 9'-0' SPACING. 10d ROUND MODIFIED 2 i/S' 128 rt0'000 P N OR T zw TOP CORD BLOCKING AT 4' O.G. 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 I. 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING 2 RING DIAMETER OF 0012 OVER SHANK DIAMETER 3. I6 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5.2 INCH NAIL LENGTH AND ENDWALL BRACING FOR GAE3LE END EfRX IING ,4 W/ (2) 1' TAP–CONS OR z DRIVE PIN (MIN SHANK SIZE .145) a PRECAST L WITHIN 8' OF EACH n ROUCsI-I OPENINCs UP TO 9'-0' SPACING. m �-- i, O.S$. SHEATHING OR 'E om 7 0 E9. P N zw Z tu � Z z N0 PRECAST SILL a z SECURE 2x TO BLOCK W/ (2) 1' TAP–CONS OR z DRIVE PIN (MIN SHANK SIZE .145) a (MIN EMBED. 14,) WITHIN 8' OF EACH n END AND 18' O.C. MAX SPACING. m �-- i, O.S$. SHEATHING OR ' CDX PLYWOOD 2x4 BLOCKS CMU WALL 6 ARCH WINOW FRAME SGAL E:D1/2' A SECTION NOTE: TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (OS$. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT a OPENINGS "8 RING SHANK GUN NAILS s 4' OZ. TOP 4 BOTTOM EDGES 0 N . . . . . . . .1 PRE r►i�.i�irrtr.. T IRUc MTS - T/16' 2x4 BTM. PLA' MTS - 32' C TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16' O.G. 1/16' OS$. 1/2' A.B. W/ MIN. I" EMBEDMENT LOCATE 6"-8' FROM ENDS AND 32' O.G. MAX. TEXTURED FINISH META -16 8' CMU WALL KNEE WALL DETAIL 2 TOBLOCK SCALE: 1/2' =1' -0' 2X4X4' SECURE t0 TRUSS W/ 3-12d O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d - SECURE TO BLK W/ META -16 2,-0" EXT] SCALE: 1/2'm 1' -0' 08 RING SHANK GUN NAILS 0 6" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (OSB. TO BE STRUCTURAL GRADE) 08 2' DECK SCREWS ' O.G. MAX B EDGES 4 12' O.G. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF 5U5 -FLOOR SHEATHING TYP. 3/4' Tto SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS us Ll PRE -ENG_ TRUSS DBL. 2X TOP PLATE �-q 2X BLOCKING TOP OF 1/16' O.S.B. 2X STUDS I6' O.C. MAX. 2X BTM. PLATE 3/4' FLOOR DECKING = PRE- ENGINEERED a FLOOR TRUSS 2X4 a TOP 4 BOTTOM CONT. HETA-16 BLK. WALL 00 O CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK TO O.S.B. O HORIZONTAL 2X S_P.F. STRUCTURAL BLOCKING AT PERIMETER OF O.S$. t0 PROVIDE CONT. NAIL PATTERN O REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHINGS TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW Q INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: 1/2'=I' -O' A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 sveDiv. � LOT: TUSKA SOUTH LOT X37 PROJECT# 1703.00 MODEL: »2720„ GARAGE STfMG: RIGHT PAGE: misc. DETAILS ARCHITECT STATE OF FLORIDA /6""*t 0 JAMES CANTWELL AJR NO 12079 DATE: 8/18/09 SCALE: 1/4"=1'-0" SHEET OF 19 z a d) N z Q . z � P N zw Z tu � Z z N0 a z ;P PRE r►i�.i�irrtr.. T IRUc MTS - T/16' 2x4 BTM. PLA' MTS - 32' C TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16' O.G. 1/16' OS$. 1/2' A.B. W/ MIN. I" EMBEDMENT LOCATE 6"-8' FROM ENDS AND 32' O.G. MAX. TEXTURED FINISH META -16 8' CMU WALL KNEE WALL DETAIL 2 TOBLOCK SCALE: 1/2' =1' -0' 2X4X4' SECURE t0 TRUSS W/ 3-12d O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d - SECURE TO BLK W/ META -16 2,-0" EXT] SCALE: 1/2'm 1' -0' 08 RING SHANK GUN NAILS 0 6" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (OSB. TO BE STRUCTURAL GRADE) 08 2' DECK SCREWS ' O.G. MAX B EDGES 4 12' O.G. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF 5U5 -FLOOR SHEATHING TYP. 3/4' Tto SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS us Ll PRE -ENG_ TRUSS DBL. 2X TOP PLATE �-q 2X BLOCKING TOP OF 1/16' O.S.B. 2X STUDS I6' O.C. MAX. 2X BTM. PLATE 3/4' FLOOR DECKING = PRE- ENGINEERED a FLOOR TRUSS 2X4 a TOP 4 BOTTOM CONT. HETA-16 BLK. WALL 00 O CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK TO O.S.B. O HORIZONTAL 2X S_P.F. STRUCTURAL BLOCKING AT PERIMETER OF O.S$. t0 PROVIDE CONT. NAIL PATTERN O REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHINGS TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW Q INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: 1/2'=I' -O' A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 sveDiv. � LOT: TUSKA SOUTH LOT X37 PROJECT# 1703.00 MODEL: »2720„ GARAGE STfMG: RIGHT PAGE: misc. DETAILS ARCHITECT STATE OF FLORIDA /6""*t 0 JAMES CANTWELL AJR NO 12079 DATE: 8/18/09 SCALE: 1/4"=1'-0" SHEET OF 19 FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN 2x4 BLOCKING BETWEEN OVER *15 FELT PAPER ON TRUSSES AT FIRST TWO BAYS FIBERGLASS SHINGLES TRUSSES AT FIRST TWO BAYS �" O.S.B. SHEATHING OR OVER *15 FELT PAPER ON 4'-0" O.C. CAT SHEATHING CDX PLYWOOD SECURED 4 -O O.C. (AT SHEATHING 1 O.S.B. SHEATHING OR SEAMS) lro PER NAILING SCHEDULE SEAMS) CDX PLYWOOD SECURED PRE -ENG GABLE TRUSS PER NAILING SCHEDULE FRE -ENG GABLE TRUSS P.T_ 1x2 W/ MTL_ DRIP EDGE 2x4 NAILER MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED W/ (2) FIBERGLASS SHINGLES 2x4 SUB -BAND CONT. 2x4 RAT RUN SECURED 12d'S m EACH TRUSS OVER *15 FELT PAPER ON ALUM. SOFFIT 2x4 SUB -BAND TO BE INSTALLED MID. POINT OF �" O.S.B. SHEATHING OR W/ (2) 12d'S EACH TRUSS ALUM. SOFFIT TRUSS SPAN, OR 10'-0" O.C. MAX. CDX PLYWOOD SECURED STIFFBACK AT ALL UPRIGHTS TO BE INSTALLED a MID. PER NAILING SCHEDULE OVER 4'-10" HIGH (SEE POINT OF TRUSS SPAN, OR STIFFBACK AT ALL SEE ENERGY CODE FORMS SEALED ENG. FOR SIZE 4 IO' -m" O.C. MAX. UPRIGHTS OVER 4'-1m" FOR INSULATION R -VALUES. CONDITION.) HIGH (SEE SEALED ENG. 8" GYPSUM BDARD OR SEE ENERGY CODE FORMS FOR SIZE 4 COND IT ION.) HIGH STRENGTH CLG. PRE -ENG TRUSS SEE ENERGY CODE FORMS 11 O_S_B. SHEATHING OR 2" FOR INSULATION R -VALUES. MTL. DRIP EDGE FOR INSULATION R -VALUES. 1 O.S.B. SHEATHING OR BOARD CDX PLYWOOD. ATTACHED 5" GYPSUM BOARD OR i" HIGH PER NAILING SCHEDULE ON "GYPSUM BOARD OR CDX PLYWOOD. ATTACHED 2x4 NAILER STRENGTH CLG. BOARD SHEET D5 HIGH STRENGTH CLG. PER NAILING SCHEDULE ON 2x4 SUB -BAND BDARD SHEET D5 2x4 -6 24" O.C. a INTERIOR VENTED ALUM_ SOFFIT CONC. FILLED LINTEL BLK-Yes"THICK, 3 COAT CEMENT GONG. FILLED LINTEL BLK „ THICK, KNEE WALL W/ (1) REBAR CONTINUOUS PLASTER OVER GRADE W/ C1) *5 REBAR CONTINUOUS �s CK, 3 COAT CEMENT PLASTER OVER GRADE CONC. FILLED LINTEL BLK EMBED. STRAP VERIFY W/ PRECAST LINTEL "D" FELT PAPER BACK R-4.2 BATT. INSUL. "D" FELT PAPER BACK W/ (1) *S REBAR CONTINUOUS TRUSS PLAN R-4.2 BATT. INMETAL LATH OVER SUL. APPROVED HOUSE WRAP PRECAST LINTEL APPROVED HOUSE METAL LATH OVER PRECAST LINTEL WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT AS 1 "THICK, 2 GOAT CEMENT PER MANUFACTURES PAPER OR GRADE "D" FELT WINDOW ATTACHMENT AS PER MANUFACTURES S'AF'ER PER MANUFACTURES PLASTER APPLIED SPECIFICATIONS WEEP SCREED SPECIFICATIONS WEEP SCREED SPECIFICATIONS DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL 2) PRECAST SILL (SEE DETAIL 2) PRECAST SILL (1) *5 REBAR VERTICALLY SECURE GABLE TO 2x6 P.T. (1) *S REBAR VERTICALLY SECURE GABLE TO 2x6 F.. (1) *5 REBAR VERTICALLY W/ CONC. POUR CELL PLATE W/ 12d's S" O.C_ MAX W/ CONC. POUR CELL PLATE W/ 12d'S 8" O_C. MAX W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS SECURE 2x6 PT. PLATE TO I 1x2 P.T. FURRING STRIPS SECURE 2x6 PT. PLATE TO �` 1x2 P.T. FURRING STRIPS 16 O.C. BLK W/ � x9" ANCHOR BOLT W/ 16 O_C. LK W/ #"x9" ANCHOR BOLT W/ 16 D.C. I all CMU 2" WASHER SET IN SIMPSONS" CMU 2" WASHER SET IN SIMPSON S" CMU HIGH STRENGTH EPDXY -1 ° I „ HIGH STRENGTH EPDXY .I 1/2 GYP. WL. BD. 1/2 GYP. WL. BD. 1/2 GYP. WL. BD. i WOOD BASE EMBED. MIN. -S 32" OC MAX. WOOD BASE EMBED. MIN. -1 32" OC MAX. WOOD BASE t °dOIL <'"THICK, 2 COAT CEMENT °dd "THICK, 2 GOAT GEMENT d ° d. I °or PLASTER APPLIED a PLASTER APPLIED j y d d MASON Y TO Y d � d a ° d DIRECTLY R ° d d DIRECTLY TO MASONRY ° d d d d 1 -STORY GABLE 1 -STORY 1 -STORY GABLE W/ VAULT CLG. 1 BLOCK WALL BLOCK WALL BLOCK WALL SCALE. 3/4"=V-0" 1A SCALE: 3/4 =1 -O IB SCALE. 3/4"=V-0" -m 2X4: ® 2X4: ® 2X4: CIM SECURE TO BLOCK W/ SECURE TO BLOCK W/ Yo' SECURE TO BLOCK W/Y4' TAPGONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MM. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Ya') MIN. EMBEDMENT 1y4') WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 18' O.C. MAX SPACING. 18' O.G. MAX SPACING. 8' CMU 2X6: ® 2X6: ® 2X6: CEM ' DRYWALL SECURE TO BLOCK W/2 -:{e NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-%- SECURE TO BLOCK W/1-1/4' NOTE: STRUCTURAL 2X MUST 1'X4' OR I'X2' P.T. NAILER TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPGONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAF'CONS 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 Ix4 P.T. OR °/4'X4' MIN. SECURE MIN. HEAD SIZE 300 %' TAPCON MIN. 1-Y; MIN. HEAD SIZE 300 THR0UGH NON-STRUCTURAL MIN. HEAD SIZE 300 'lib" TAPCON MIN. 1 -Ya' THRU FRAME 4 EXTEND I Y4' MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK MIN. EMBEDMENT 1 Y4') %" TAPGON MIN. 1-Y4 MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK INTO BLOCK W/ X16' TAPCONS WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK WITHIN 8' OF EACH END 4 Z" CDX (M�t1� sH�Uc SIZE .145 IS' O.C. MAX SPACING. J§' DRYWALL Cmu 18' O.C. MAX SPACING. S' CMU 18' O.C. MAX SPACING. S' CMU MIN. HEAD SIZE 300 2XS: ®' DRYWALL TYVEK BUILDING WRAP I'X4' OR 1'X2' P.T. NAILER 2XS' ®' DRYWALL SECU® BLOCK W/1-1/4' I'X4' OR 1'X2' P.T. NAILER MIN. EMBEDMENT I - Y4' SECURE t0 BLOCK W/2-� SECURE TO BLOCK W/2-�(6 I'X4' OR I'X2' P.T. NAILER PAPER BACK WITHIN 8' OF EACH END 4 18' TAPCONS OR DRIVE PIN x6' O.S.B. X 4' MIN. TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 7{6' O.S.B. X 4' MIN. O.G. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING CMIN. SHANK SIZE .145 GALV'D MTL. LATH DOOR CASING MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 DOOR CASING MM. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW MIN. EMBEDMENT 1,Y4') DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW ATTACH t0 2X PER ATTACH TO 2X PER TEXTURED WITHIN 8' OF EACH END � MANUFACTURES DETAILS. WITHIN S' OF EACH END t MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 ATTACH TO 2X PER FINISH 8 WOOD ATTMANACH O 2X PER DETAILS. 18' O.G. MAX SPACING. 18' O.G. MAX SPACING. 18' O.C. MAX SPACING. MANUFACTURES DETAILS. WOOD WEEP SCREED NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 NOTE: SHIM AS NEEDED TO PLUMB 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 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 TO BLOCK +3-7/16" = z A WINDOW TO BLOCK +3 4 OR +5 4 C WINDOW TO BLOCK +1-15 16" E WINDOWJ$�CK +3" G WINDOW TO BLOCK +3-7/16" J SCALE: I'=1'-0' SCALE: 1'=1'-0' SCALSCALE: 8" CMU 2X4: ® 2x4: ® 2x4: ® 2x4: CM SECURE TO BLOCK W/ SECURE TO BLOCK W/ X16' SECURE TO BLOCK W/ SECURE t0 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 FINISH g MASONRY MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1V4') MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4') NOTESTRUCTURAL 2X MUST MIN. EMBEDMENT 1 Y4') : WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END { WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. 18' O.G. MAX SPACING. 18' O.G. MAX SPACING. BE ON OUTSIDE 4 SECURED 18' O.C. MAX SPACING. THROUGH NON-STRUCTURAL 2X6: ® 2X6: ® 2X6: ® 2X6: SECURE TO BLOCK W/2-%' SECURE TO BLOCK W/2 -Wt, NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-%' EM'BEDMENTrINT�O B4L0CK. SECURE TO BLOCK 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 NON-STRUCTURAL (MIN. SHANK SIZE .145 8' CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED WEEPSCREED MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 %' TAPCON MIN. 1-Y4' MIN. HEAD SIZE 300 h' DRYWALL MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. EMBEDMENT 1V4') MIN. EMBEDMENT 1)14') EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4') I'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT 1 Y4') %" TAPCON MIN. I -Y4' DETAIL WOOD T O WITHIN 8' OF EACH END 4 WITHIN S' OF EACH END 4 WITHIN S' OF EACH END 4 WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK 18' O.G. MAX SPACING. 18' O.G. MAX SPACING. S CMU 18' O.C. MAX SPACING. 2ND 2X SECURE TO 18' O.G. MAX SPACING. 8' CMU X�' DRYWALL STRUCTURAL MEMBER W/(2)12d 8' CMU LOCK CONNECTION 2XS: ® 2X8: ® 2X8: ® )j' DRYWALL Xs' DRYWALL I'X4' OR I"X2' P.T. NAILER 3� WITHIN 8' OF EACH END 4 6' 2XS: SECURE TO BLOCK W/2-31(6' SECURE TO BLOCK W/2-�' � SECURE TO BLOCK W/2-^6' SECURE TO BLOCK W/1-1/4 TAPCONS OR DRIVE PIN 1X4 OR 1X2 P.T. NAILER TAPCONS OR DRIVE PIN 1. P.T. X 4 MIN. TAPCONS OR DRIVE PIN TO 8 O.C. MAX TAPCONS OR DRIVE PIN I X4 OR I'X2' P.T. NAILER SCALE: 1 1/2"=V-011 (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 1' P.T. X 4' MIN. MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW DOOR CASING MIN. EMBEDMENT 1 Y4'J MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1,1149 MIN. EMBEDMENT 1 Y4') ATTACH t0 2X PER ATTACH t0 2X PER ATTACH t0 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' OL. MAX SPACING. 18'0.C. MAX SPACING. 18' O.C. MAX SPACING. 18' O.C. 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 Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya') DOOR JAMB TO 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 D WINDOW TO BLOCK +2 1/4" 0___MaO� TO BLOCK +3 H WINDOW TO BLOCK +3 3/4" SGAL)=: i'a1-0' SCALE: 1'a1'-0' SCALE: 1'=1'-0' SCALE: 1'=1'-®' A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SVHDIV. & LOT: TUSKA SOUTH LOT X37 PROJECT# 1703.00 MODEL: "2720„ GA CAGE 8 WING:. RIGHT PAGE: MONOLITHIC 1 -STORY WALL SECTIONS & NOTES ARCHITECT STATE OF FLORIDA DATE: 8/18/09 SCALE: 1 /4" =1' — 0'" SHEET D30F19 FIBERGI ABS SHINGLES FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER2x4 BLOCKING BETWEEN F OVER *15 ELT PAPER ON OVER *15 FELT PAPER ON 2x4 BLOCKING BETWEEN *15 FELT PAPER ON 1116" TRUSSES AT FIRST TWO BAPS TRUSSES AT FIRST TWO BAYS O_S_B_ SNEATI-41NC� OR 1" CDX 4'-0" O.C. CAT SHEATHING I6" D_S.B. SHEATHING OR 2" -1/16" O.S.B. SHEATHING OR77 2 CDX PLYWOOD SECURED CDX PLYWOOD SECURED 4'-0" O -C. CAT SHEATHING PLYWOOD SECURED PER SEAMS) PER NAILING SCHEDULE PER NAILING SCHEDULE SEAMS) NAILING SCHEDULE PRE -ENG GABLE TRUSS PRE -ENG GABLE TRUSS MTL. DRIP EDGE PRE -ENG TRUSS MTL. DRIP EDGE CONT_ 2x4 RAt RUN SECURED SEE ENERGY CODE FORMS 2x4 SUB -BAND CONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND W/ C2) 12d's EACH TRUSS SEE ENERGY CODE FORMS MTL_ DRIP EDGE �_ W/ C2) 12d's � EACH TRUSS ALUM. SOFFIT FOR INSULATION R -VALUES. ALUM. SOFFIT FOR INSULATION R -VALUES. 2x4 SUB -BAND" GYPSUM BOARD OR STIFFBACK AT ALL II STIFFBACK AT ALL UPRIGHTS OVER 4' -lm" HIGH (SEE GYPSUM BDARD OR VENTED ALUM_ HIGH STRENGTH CLG. UPRIGHTS OVER 4 -lm HIGH STRENGTH CLC. SOFFIT BDARD HIGH (SEE SEALED ENG. SEALED ENG. FOR SIZE 4 TWIST STRAP I FOR SIZE 4 CONDITION) CONDITION) BOARD DOUBLE TOP PLATE R P VER FY W/ SEE ENERGY CODE FORMS SECURE 2x4 PLATE TO WALL 2x4 NAILER TRUSS PLAN SECURE 2x4 PLATE TO 3-„ 2x4 a 24 O.C. INTERIOR WINDOW HEADER SIZE 3 FOR INSULATION R -VALUES. s x6 THRU-BOLTS a 32 O.C. VARIES PER WINDOW WALL W/ S"x6" THRU-BOLTS MAX THEN SECURE GABLE TO KNEE WALL OPENING SEE HEADER 32" O.C. MAX THEN 5„ I„ 2x4 PLATE W/ 12d's S" O.C. MAX DOUBLE TOP PLATE SPAN CHART FOR SECURE GABLE TO 2x4 $ GYPSUM BOARD OR OR 2x6 OR 2x8 STUDS a 16" O.C. DETAILS WINDOW ATTACHMENT AS PLATE W/ 12d's S" O.C. MAX HOAH STRENGTH CLG. SECURE GABLE TO DBL TOP MAX W/ R-11 BATT. INSUL. MIN. O.S.B. SHEATHING OR 2" PER MANUFACTURES OR B RD PLATE W/ SIMPSON HTC4 a 24" WINDOW HEADER SIZE SPECIFICATIONS SECURE GABLE TO DBL DOUBLE TOP PLATE O.C. MAX VARIES PER WINDOW GDX PLYWOOD. TOP PLATE W/ SIMPSON OPENING SEE HEADER SPAN ATTACHED PER NAILING WINDOW SILL SCHEDULE ON SHEET D5. HTC4 im 2A OR 2x8 GABLE WALL 24" O.C. MAX CHART FOR DETAILS 2x STUDS a 16" O.C. MAX W/ WINDOOW HEADER SIZE WINDOW ATTACHMENT AS R-11 BATT_ INSUL_ MIN. VARIES PER WINDOW PER MANUFACTURER FIBERGLASS SHINGLES THICfG, 3 GOAT GEMENT " r G SUBFLOOR GLUED OPENING SEE HEADER SPAN SPECfFICATIONs OVER *15 FELT PAPER ON 2x4 BLOCKING BETWEEN PLASTER OVER GRADE CHART FOR DETAILS WINDOW SILL 1/16" O.S.B. SHEATHING OR TRUSSES AT FIRST TWO BAPS "D" FELT PAPER BACK AND NAILED AS PER METAL LATH OVER NAILING SCHEDULE i6 O.S_B_ SHEATHING OR 2° 2x STUDS 16" O.C. MAX W/° CDX PLYWOOD 4'-0" O.G. CAT SHEATHING CDX PLYWOOD. SECURED PER NAILING SEAMS) APPROVED HOUSE WRAP R-11 BATT. INSUL. MIN. OR GRADE "D" FELT ATTACHED PER NAILING SCHEDULE PAPER II SCHEDULE ON SHEET D5 4" T G SUBFLOOR GLUED PRE -ENG GABLE TRUSS NOTE: SHEATHING MUST /s THICK, 3 COAT CEMENT AND NAILED AS PER MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED NOT BREAK 1'-0" MIN, PLASTER OVER GRADE NAILING SCHEDULE W/ (2) 12 a EACH TRUSS FROM 2ND FOR LINE "D" FELT PAPER BACK METAL LATH OVER 2x4 SUB -BAND SEE ENERGY CODE FORMS 2x4 CONT. a TOP AND PRE -ENG FLOOR TRUSS APPROVED HOUSE WRAP ALUM. SOFFIT FOR INSULATION R -VALUES. BT. 01= FLR TRUSS (TOP (INSTALL PER MFG. SPECS.) OR GRADE "D II FELT 2x4 SUPPORTS BT $° GYPSUM BOARD OR 2° PAPER STIFFBACK AT ALL UPRIGHTS" GYPSUM BOARD OR 2" PLATE OF 2ND FLR BT_ HIGH STRENGTH CLG. OVER 4'-10" HIGH (SEE HIGH STRENGTH CLG. 2x4 IS FOR WALL BOARD NOTE: SHEATHING MUST PRE -ENG FLOOR TRUSS SEALED ENG- FOR SIZE 4 BDARD NOT BREAK 1'-m" MIN. (INSTALL PER MFG. SPECS.) CONDITION) SHEATHING NAILER) CONC. FELLED LINTEL BLK FROM 2ND FLR LINE WEEP SCREED W/ (1) *5 REBAR CONTINUOUS 4.1 inGYPSUM BOARD OR i SECURE GABLE TO DBO 2x4 NAILER (SEE DETAIL 2A) R-4.2 BATT. INSUL. 2x4 CONT. a TOP AND HIGH STRENGTH CLG. TOP PLATE W/ SIMPSON 2x4 a 24" O.C. a INTERIOR BT. OF FOR TRUSS (TOP BOARD HTC4 a 24" O.C. MAX KNEE WALL EMBED. STRAP VERIFY PRECAST LINTEL 2x4 SUPPORTS BT W/ TRUSS PLAN WINDOW ATTACHMENT AS PLATE OF 2ND FLR, BT. - FILLED LINTEL BLK DOUBLE TOP PLATE W1 (1) WINDOW ATTACHMENT AS 2x4 IS FOR WALL PER MANUFACTURES W/ (I) *5 REBAR CONTINUOUS WINDOW HEADER SIZE PER MANUFACTURER I SHEATHINGSPECIFICATIONS NAILER) PRECAST LINTEL VARIES PER WINDOW SPECIFICATIONS PLASTER APPLIED PRECAST SILL WINDOW ATTACHMENT AS OPENING SEE HEADER SPAN (1) *5 REBAR VERTICALLY WEEP SCREED PER MANUFACTURER CHART FOR DETAILS WINDOWSILL DIRECTLY TO MASONRY W/ CONC. POUR CELL (SEE DETAIL 2A) SPECIFICATIONSO.S.B. SHEATHING OR 2x STUDS a 16" O.G. MAX W/ Fro 1x2 P.T. FURRING STRIPS PRECAST SILL CDX PLYWOOD. R-11 BATT. INSUL. MIN. STRAPVERIFYVERIFY ATTACH ENAILING 2 STORY a 16" O.G. EMBED. W/ TRUSS PLAN (1) *5 REBAR VERTICALLY SCHEDULE ON D5" FIRST FLOOR I a" CMU W/ CONC. POUR CELL 4 T 4 G SUBFLOOR GLUED 1/2" GYP WL BD 2"THICK 2 COAT CEMENT 1x2 P.T. FURRING STRIPSAND NAILED AS PER BLOCK SECOND WOOD BASE PLASTER APPLIED a 16" O.C. /8 THICK, 3 COAT CEMENT NAILING SCHEDULE DIRECTLY TO MASON Y PLASTER OVER GRADE 1 FLOOR FRAME R I all CMU "D" FELT PAPER BACK SCALE: 3/4"=V-0" 1/2" GYP. WL. BD. METAL LATH OVER 2—STORY GABLE APPROVED HOUSE WRAP WOOD BASE OR GRADE D FELT ° a FIRST FLOOR " BLOCK SECOND' PAPER PRE -ENG FLOOR TRUSS ° NOTE: SHEATHING MUST ( INSTALL PER MFG. SPECS.) 1 AFLOOR ]FRAME a ° NOT BREAK 1'-0" MIN. as ° g" GYPSUM BOARD OR 2° SCALE: 3/4II_ -1 -m1. FROM 2ND FLR LINE HIGH STRENGTH CLG. ° a 2x4 CONT. a TOP AND BT. BOARD d OF FLR TRUSS (TOP 2x4 CONC. FILLED LINTEL BLK O.S.B. SHEATHING OR 2" CDX SUPPORTS BT PLATE OF - W/ (1) *5 REBAR CONTINUOUS 2x STUDS a 1(o" D.C. MAX W/ PLYWOOD. ATTACHED PER 2ND FLR, BT. IS FOR WALL PRECAST LINTEL R-11 BATT. INSUL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS a 16" O.G. MAX W/ I.1 SHEATHING NAILER) R -I1 BATT. INSUL_ MIN. 1/16" O.S.B. OR CDX WINDOW ATTACHMENT AS 3" T 4 G SUBFLOOR GLUED D5 11 TYVEK BUILDING WRA AND NAILED AS PER THICK, 3 COAT CEMENT" T G SUBFOOOR GLUED WEEP SCREED PER MANUFACTURER NAILING SCHEDULE PLASTER APPLIED TO METAL AND NAILED AS PER PAPER BACK (SEE DETAIL 2A) SPECIFICATIONS LATH OVER 2 LAYERS OF NAILING SCHEDULE GALV'D MTL. LATH (ll *5 REBAR VERTICALLY GRADE D BUILDING PAPER �(/S" TEXTURED EMBED. STRAP VERIFY W/ LONG. POUR CELL OR PAPER BACKED LATH FINISH a WOOD W/ TRUSS PLAN PRECAST SILL OVER AN APPROVED HOUSE WOOD WEEP SCREED "THICK, WRAP CONSTRUCTION 2 K, 2 COAT CEMENT �° 1x2 P.T. FURRING STRIPS IL DIRECTLY APPLIED a 1(0" O.C. 2x4 CONT. a TOP AND BT. OFZ = z Q DIRECTLY TO MASONRY S" CMU FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND 1/2 GTP. WL. BD. PRE -ENG FLOOR TRUSS WEEP SCREED WOOD BASE PRE -ENG FLOOR TRUSS FLR, BT. 2x4 IS FOR WALL S" CMU (SEE DETAIL 2A) SHEATHING NAILER) SIMPSON HETA-16 EMBED. $° GYPSUM BOARD OR 2" 1/2" TEXTURED II WEEP SCREED STRAP a 32 O.G. MAX VERIFY (SEE DETAIL 2A) HIGH STRENGTH CLG. FINISH a MASONRY W/ TRUSS PLAN BOARD EMBED. STRAP VERIFY 8" GYPSUM BOARD OR 2° W/ TRUSS PLAN CONC_ FILLED LINTEL BLK HIGH STRENGTH CLG. BOARD2"THICK, 2 COAT CEMENT W/ (1) *5 REBAR CONTINUOUS ° a PLASTER APPLIED WEEP SCREED DIRECTLY TO MASONRY 2—STORY GABLE W/ VAULT FLOOR CONNECTION AT PARALLEL/ DETAIL 0) WOOD TO FIRST FLOOR BLOCK 2 PERPENDICULAR PRE ENG FLOOR TRUSS LOCK CONNECTION 1 B SECOND FLOOR FRAME SCALE: 3/4"=V-0"SCALE: 1 I/2`=1'-0"SCALE: 3/4"=V-0" A R C H I T E C T 8 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a bd es i g ngrou p. com AA #: 0003325 streDrv. de LOT: TUSKA SOUTH LOT X37 PROJECT# 1703.00 MODEL.: „2720„ GARAGE SWING: RIGHT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA sub 11m DATE: 8/18/09 SCALE: 1/4"=1'-0" SHEET D40FI9 A R C H I T E C T S .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SVBDIY. 8e LOT: TUSKA SOUTH LOT X37 PROJECT# 1703.00 MODEL.- )) 2720 ODEL.- „2720 GARAGE SWING: RIGHT PAGE: misc. DETAILS ARCHITECT: STATE OF FLORIDA DATE: 8/18/09 SCALE: 1/4"=1'-0" 1 SHEET 1) 50ir