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Home My WebLink About2645 Vineyard Cir (a)® NATE OF' _FLORIDA CERTIFIED BUILDING CONTRACTOR: ® 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 FOR: 06110 i -- horton. com CBC1252212 DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABV. W/009 SUPPLEMENT AJ_ 2007 FLORIDA FIRE PREVENTION CODE ALT. AMP. NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION BD. • ALL LOCAL AND STATE CODES CL CAB. CLQ. CLR, CONC. CPT. C.T. OCCUPANCY - RESIDENTIAL, GROUP R3 D. ® CONSTRUCTION TYPE - VB DBL. ® MIN. INTERIOR FINISH - CLASS B DIA. DIM. ® BASIC .WIND SPEED - 120 MPH (M/S) DISP. • 1 -STORY RESIDENCE - DP. 2 -STORY RESIDENCE - MAX. HEIGHT AS PER DR. .S LOCAL AND STATE CODES DTL, D.W. SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 EA. USED FOR DESIGN INCLUDE: ELEV. ® CONCRETE MASONRY RESIDENTIAL EQ. EXH. • CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. F.G./FX . *AMERICAN SOCIETY OF CIVIL F'NGINEERS 77-05 F.G. CC tilQ.FT. CALL. S / FLR. FLUOR. FR. DR. FTG. LIVING 1-53 SQ. FT. GA. GAR. DISP. q{�,Q 40$ 5Q_ FT_ G.F.I. �NTi�Y 35 5Q• FT. k GL. GYP. BD. LANAI 93 5Q. FT. TLB. ILC;. HDR. HGT. OR HT TOTAL 2285 5Q. FT. ININTT'.. . OFT. GARAGE 213 5Q. FT. ABBREVIATIONS ABOVE D.R. HORTON HOMES LUM. 5850 T.G. LEE BLVD. SUITE 800 AMPERAGE ORLANDO, BOARD FL, 32822 MTD. TEL: (407) 850-5200 N.T.S. CLEAR FAX: (407) 850-5300 CARPET ® 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 FOR: 06110 i -- horton. com CBC1252212 DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABV. W/009 SUPPLEMENT AJ_ 2007 FLORIDA FIRE PREVENTION CODE ALT. AMP. NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION BD. • ALL LOCAL AND STATE CODES CL CAB. CLQ. CLR, CONC. CPT. C.T. OCCUPANCY - RESIDENTIAL, GROUP R3 D. ® CONSTRUCTION TYPE - VB DBL. ® MIN. INTERIOR FINISH - CLASS B DIA. DIM. ® BASIC .WIND SPEED - 120 MPH (M/S) DISP. • 1 -STORY RESIDENCE - DP. 2 -STORY RESIDENCE - MAX. HEIGHT AS PER DR. .S LOCAL AND STATE CODES DTL, D.W. SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 EA. USED FOR DESIGN INCLUDE: ELEV. ® CONCRETE MASONRY RESIDENTIAL EQ. EXH. • CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. F.G./FX . *AMERICAN SOCIETY OF CIVIL F'NGINEERS 77-05 F.G. CC tilQ.FT. CALL. S / FLR. FLUOR. FR. DR. FTG. LIVING 1-53 SQ. FT. GA. GAR. DISP. q{�,Q 40$ 5Q_ FT_ G.F.I. �NTi�Y 35 5Q• FT. k GL. GYP. BD. LANAI 93 5Q. FT. TLB. ILC;. HDR. HGT. OR HT TOTAL 2285 5Q. FT. ININTT'.. . OFT. GARAGE 213 5Q. FT. ABBREVIATIONS ABOVE LAV. AIR CONDITIONING LUM. ADJUSTABLE M.C. ALTERNATE MFR. AMPERAGE MIN. BOARD M.T. CENTER LINE MTD. CAB INET MTL. CEILING N.T.S. CLEAR G.C. CONCRETE PL CARPET P.B. CERAMIC 'PILE PH. DRYER PLT. DOUBLE PLYWD. DUAL GLAZED PR. DIAMETER P.T. DIMENSION R. DISPOSAL RAD. DEEP R.A.G, DOOR REF. DOWNSPOUT RM. DETAIL R.O. DISHWASHER S.C. EACH S.D. ELEVATION S.H. EQUAL SHT. EXHAUST SHTHG. EXTERIOR SHWR. FIXED GLASS SIM. FUEL GAS SL. FINISII SL. GL. FLOOR STD. FLUORESCENT SWS FRENCH DOOR ROOM FOOTINQ TEMP. GAUGE THK. GARBAGE DISPOSAL T.O.C. GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER T.O.S. GLASS TYP. GYPSUM BOARD U.N.O. HOSE BIB HOLLOW CORE V.P. HEADER W. HEIGHT W/ INSULATION WD. INTERIOR WD W. SIMILAR W/H W.1, Up 1111111kllll vc REVISIONS LAVATORY DATE I DESCRIPTION LUMINOUS MEDICINE CABINET 1/29/09 FLAN REVISIONS PER LOU AVELLI- REMOVE TRAN60ME OVER MANUFACTURER MINIMUM 1—FOUNDATION PLAN ENTRI' DOOR ON ELEV'S. "A" ANID "EY", REMOVE ENTRY COLS. 1A—DOWEL PLAN PG TL HRESHOLD 0/3/09 5.Y- REVIS10N5: REVI5Ep ENTRY LINTEL TO 8F8 18.1— LINTEL SCHEDULE (WEKIWA) PG MOUNTED LINTEL SCHEDULE (PRO -CRETE) PG METAL LOAD CALCULATIONS FOi:;,:' ON ELEVATION I'C" 4 "p° NOT TO SCALE PLAN PG ON CENTER "A" FRONT & REAR PG PROPERTY LINE "A" LEFT & RIGHT PG PUSH BUTTON PG 8—ELECTRICAL PHONE PG D1—FOUNDATION PLATE PG D2—MISC. DETAILS PG D3-1—STORY PLYWOOD PG D4—MISC. DETAILS PG D5—MISC. PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK "IOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPORPROOF WASHER WITH WOOD WINDOW WATER HEA'L'ER WROUGHT IRON ltxgrono BUILDING Om. TE FLANS ARE RRVIEWED AND CONDITIONALLY Ar—=F MD FOR PERMIT. A PERMIT ISSUED SHALL. BE C Of',ISTRIJELD TO UE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, ICANCEL, ALTER, OR SET ASME ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PEI'IMIT' PREVENT THE OUILDING DENT FROM THEREAFTER REQUIRING A CORREC- TION OF ERRORS ON THE PLANS, CONSTRUCTION OR UTHER VIOLATION$ OF THE CODES. INDEX or DI-_\'lAWINGS SHEET # DESCRIPTION PG C1—COVER PAGE. PG GN— GENERAL NOTES PG 1—FOUNDATION PLAN PG 1A—DOWEL PLAN PG 113— LINTEL SCHEDULE (CAST—CRETE) PG 18.1— LINTEL SCHEDULE (WEKIWA) PG 113.2— LINTEL SCHEDULE (PRO -CRETE) PG IC—WIND LOAD CALCULATIONS PG 2—FLOOR PLAN PG 3A—ELEVATION "A" FRONT & REAR PG 4A—ELEVATION "A" LEFT & RIGHT PG 5AC— FRAMING PLAN ELEVATION "A" PG 8—ELECTRICAL PLAN PG D1—FOUNDATION DETAILS PG D2—MISC. DETAILS PG D3-1—STORY WALL SECTIONS PG D4—MISC. DETAILS PG D5—MISC. DETAILS �E�tM1T #d pFFICE A R C H I T E C T S /yDesni n 1 U Inc. 14ry L{ �y. 11441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & WT: TUSCA SOUTH LOT #40 IPRO JEC rt# 1703.00 M®DEllms: "1755" GARAGE SWING: LEFT ]PAGE: COVER PAGE ARCHITECT: NATE OF FLORIDA biC 2A3 2bbj CANTWELL 1012079 DATE: 12/23/09 SCALE: 1/4"=1'-0„ 814EE ' or I r.11 -10441dio GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 VI. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS ** "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE 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 SAFETYAND 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. 1 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL_ FROM THE ARCHITECT/ENGINEER. 9, NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 'h -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'/rINCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL_ NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE_ CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE_, ACI 318. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/". 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1 / ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF 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 % INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL_ REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL_ OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE_, ACI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING T-T.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/a" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 11/2" 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 7116" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 518" OSB EXPOSURE -1 OR 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 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALT_ 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 1_/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 %" PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CL_EANOUTS SHALL_ BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL_ CONFORM TO THE 2007 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, %" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: I. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. FBCR 311.2. 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 Sv113DI V. & LOT: TUSCA SOUTH LOT #40 PROJECT# 1703.00 MODEL: 1755" GARAGE SWING: LEFT PAGE: ARCHITECT: M V,,'l 200,E CANTWE_L L 1012079 DATiE: 12/23/09 SKEET r -- 01-311 1-3" — 2'—YJ" 30i -a" F 40'- 0" 21'-11" mqw c)'-4" 24"X24"X12" CONC. PAD W/3-415 BARA E.W. ON CHAIRS MIN. 3" COVER -0" 1�'-0" 2 _0 ll _ K� 401-011 K� Cl FOUNDATION PLAN SECURE STRAP TO CONC. W/ (2)-3/16 "X2 " TAP -CONS CON(-. ALAE A/C C TO LP! �IMP50N WB ;OLL STRAP )R EaUAL SECURE STRAW TO UNIT W/ (2)'08x1 1/4 5HT MTL SCREWS ONNECTION SID DETAIL I o 101 X 5 1/2" EXTEND ■ I 24"X24"X12" GONG. Dl SLAB 11/2" J — PAD W/3 - #5 5ARS I E.W. ON CHAIRS Fm ■ ,Or>T._:srd CA""' GATPAGE I ARCHITECTS 1 Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDI Ye & WT: TUSCA SOUTH LOT X40 PROJECT# 1703.0 MODEIa. "1755" GARAGE SWING: LEFT PAGE: FOUNDAT1O PLAN ARCHITECT: STATE OF FLORIDA 23 2 JAME CANTWEI_L, AR NO 12079 DATE: 12/23/09 SOA11 : 1 /4ll_1,_0", ■ ■ ■ ■ ■ ■ ■ _ \ m OPT. LAV. 1 o � X 1:3 ■ I Q �4" CONC. O 0'-0" ELEV. O ILI FIN. GONG. SLAB -I_ X '`' – ■ N -3 1/2" o U 61 2'-2" _4 �'-3" 10' -Il" 24°X24"X12" CONC. to ■ H'B' D l I ( ) PAP W/3 - *5 BARS D 1 E.W. ON CHAIRS MIN. 3" COVER TU5 W1EXTEND ■ I 2X6 �SHOWER� SLAB 1 1/2" 4" CONC. REINFORCED �, _ ■ r W/ro"Xro" W1.4 X W1.4 WWM OR FIBERMESH ON 6 -MIL. VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL OR I ■ APPROVED SUBSTITUTE, ® (RECRUIT II SYSTEM) I �n A/C I ■ _ I// 18'-2 A / ■ OPT W. X EXTEND I OPT SLAG 1 1/2" I D• I L JL JJ I LPW SIN< ■ 2'-a" EXTEND .. SLAB 1 1/2Lu /A A Zj� l WH. 1/2" I -5 -' L G7[D 2" STEEL -q V �4 J■ EXTEND END OF PVC. BOLLARD " - =a 3 =4 =8 CHASE UP 12 VE I ( -3 I/2 ■ COND.CONC. PAD W L J Op -41/2" r_ N O IFIN. GONG. SLAB D1 �, Dl ■ o, J ■ -1 1/2"— r{l cel -0" 1�'-0" 2 _0 ll _ K� 401-011 K� Cl FOUNDATION PLAN SECURE STRAP TO CONC. W/ (2)-3/16 "X2 " TAP -CONS CON(-. ALAE A/C C TO LP! �IMP50N WB ;OLL STRAP )R EaUAL SECURE STRAW TO UNIT W/ (2)'08x1 1/4 5HT MTL SCREWS ONNECTION SID DETAIL I o 101 X 5 1/2" EXTEND ■ I 24"X24"X12" GONG. Dl SLAB 11/2" J — PAD W/3 - #5 5ARS I E.W. ON CHAIRS Fm ■ ,Or>T._:srd CA""' GATPAGE I ARCHITECTS 1 Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDI Ye & WT: TUSCA SOUTH LOT X40 PROJECT# 1703.0 MODEIa. "1755" GARAGE SWING: LEFT PAGE: FOUNDAT1O PLAN ARCHITECT: STATE OF FLORIDA 23 2 JAME CANTWEI_L, AR NO 12079 DATE: 12/23/09 SOA11 : 1 /4ll_1,_0", SKEET l0'-4" -o ll 24'-4" -oil 17 <�t i cel 01 I I I I v- ri3OP`C. 3rd CAR GARAGE R C H l T E C T Design Grou�rn�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 �4 J SUBDI Ys & 31.Ob: TUSCA s0U71_r.r LOT #40 PROJECT# 1703.00 MODEL : "1755" GARAGE SWING: LEFT PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA 1 23 p9 JAMIF CANTWELL AWN® 12079 PLAN DA'C'E: 12/23/09 [CA : I.- 11/411=1Y—O"-DOWEL � �EE'I' t A ®F -�r r �r a cv �1 m m l0'-4" -o ll 24'-4" -oil 17 <�t i cel 01 I I I I v- ri3OP`C. 3rd CAR GARAGE R C H l T E C T Design Grou�rn�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 �4 J SUBDI Ys & 31.Ob: TUSCA s0U71_r.r LOT #40 PROJECT# 1703.00 MODEL : "1755" GARAGE SWING: LEFT PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA 1 23 p9 JAMIF CANTWELL AWN® 12079 PLAN DA'C'E: 12/23/09 [CA : I.- 11/411=1Y—O"-DOWEL � �EE'I' t A ®F SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS , 25 -SN 25 -SH 8" PRECAST & PRESTRESSED U -LINTELS EGRESS EGRESS 8" PRECAST & PRESTRESSED U -LINTELS SCHEDULE L INTEL NO. GRAVITY UPLIFT L 1 LATERAL TYPE TYP aF8-0B eF12-m5 16-m o-0 4-0 28-m 32-m LENGTH al)8 L 4 W124TI6-2 SRU 20-2 4-2 28-2 81`32-2T 81.18 ala 8Fa-15 8F12-15 51`16-15 BF20-15 OF24-1B W25-18 W32-15 5332 6569 3166 44-13 6039 1526 9(0(04 10412 11936 2'-10'(34') PRECAST 23023166 6401 16301 3412 2021 2021 1941 216522a9 10818 3260 4231 4413 6039 1529, 9004 10412 11936 6264 1192 3138 3311 4689 6001 1315 8630 9941 3'-6' 142'0 PRECAST 2302 2215 3165 4125 5091 6061 1036 3015 3505 4'-0* (48') PRECAST 3166 4413 6039 1526 9004 10412 11936 4'-0- (48') PRECAST 2029 2325 2496 3461 4438 5410 6384 1358 6110 938 2646 4413 6039 1526 9004 10412 11936 4'-6' (54') PRECAST 1651 1181 1913 2651 3403 1105 4896 5644 3913 4658 2110 4021 6039 1526 1393+ 10412 9668 5'-4' (64'1 PRECAST 1184 1223 1301 1909 2311 M52 3336 3846 2050 1 2610 1665 2889 5051 6096 6424 1450 5'-10'(10') PREGABT 9721000 2505 1059 1414 1889 418 2 121 3131 1212 1315 1459 2464 4144 5458 5250 6122 6'-6' C18") PRECAST 931 1255 2101 3263 2146 3358 3911 4585 2815 1255 2101 3396 5260 1134 8995 6890 101 88l 1029 1615 2355 1994 2439 2886 3333 3240 591 1029 1615 2610 3839 5596 6613 5o41 9'-4' (112') PRECAST 5-13 632 1049 1469 1210 1482 1154 2021 1560 1852 162 1212 1818 2544 3469 4030 3121 10'-6"C126'J PRECAST 456 482 602 1125 915 1122 1328 1535 193 1021 658 1025 1514 1 2081 2114 3130 2404 ]1'-4' (136') PRECAST 445 558 935 1365 1854 2355 1193 2015 666• 439 598 935 1365 1854 2441 3155 4044 12'-0'(144') PRECAST 414 545 864 1354 1689 2014 1510 1818 12'-0'(144') PRECAST 555 a64 1254 1693 2211 2832 3590 PRECAST 36221 4 H485 126 1020 1331 1635 1224 141a 2286 148 1016 1438 1855 2343 2920 14'-0'(168') PRECAST 338 301 648 919 1190 1462 1001 1260 1361 1631 455 loo 1003 1335 1114 2153 2666 14'-t3' Cllb') PiZSTRE83Ep N R NR NR NR NR NR NR NR 629 922 465 165 1310 '1045 2610 3185 3165 15'-4' (184') PRESTRESSEp N R NR NR NR NR NR NR NR 420 695 125o 1855 2310 2090 3410 11'-4' C2�8')PRESTR�5S3=D 243 NR NR NR NR NR NR NR 310 530 950 1400 1000 2200 2600 19'-4' (232') PRE3TRESSEp N'R NR NR NR NR NR NR NR N.R. 240 400 150 1090 1 1400 1120 2030 21'-4" (256')PREWRE55EID N NR NR NR NRNR 236 NR NR 561 610-114 183 330 610 940 1340 1180 2110 22'-O'(264')PRESTRESSED NR NR NR NR NR NR NR NR 449 649 160 300 510 8101250 1660 1910 24'-®C288') PRESTRi 6SEp N R NR NR NR NR NR NR 1 NR 130 240 1 410 120 1030 135® 1610 8" PRECAST & PRESTRESSED U -LINTELS -REPUCE VALUE 157 25x FOR GRAPE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U -LINTELS 47!7*77 SCHEDULE L INTEL NO. UPLIFT UPLIFT L 1 LATERAL LATERAL TYP 6F8 -I 12 -IT 16-IT20-IT 24- IT OF28-IT 8F32 -1T aF�3e0-o5 LI=NCxTN LENGTI {aFO-21 L 4 W124TI6-2 SRU 20-2 4-2 28-2 81`32-2T 81.18 ala 2'-10'(34') PRI=CART 2121 2818 4101 5332 6569 1811 9055 3053 2982 3954 2121 211 3981 5190 6401 16301 3412 2021 2021 1941 216522a9 10818 3260 4231 5219 6204 1192 3600 4481 3'-6' (42') PRECAST 6264 1192 1455 1102 3412 4982 6412 1251 1251 10810 2165 2215 3165 4125 5091 6061 1036 3015 3505 4'-0* (48') PRECAST 1818 1989 2832 3680 4532 5381 6245 61339 5'-10'(10') PFZECA5T 135 1818 1925 2150 3583 4422 5264 6110 938 938 4'-6' (54') PRECAST 1660 1162 2501 3251 4010 4161 5525 022 901 1611 1660 1105 2435 3111 3913 4658 5406 121 12-1 5'-4' C64') PRJ=CAST 1393+ 1484 2110 2141 3315 4010 4648 505 505 1958 1.390 1431 2050 1 2610 3293 3920 4549 3563 5'-Ifd OO') PRECAST 121?• 1351 1930 2505 3084 3665 4241 418 418 6624 1212 1315 1815 2441 3010 3583 4151 1342 1614 6'-6' (18") PRECAST 1141• 1200 1133 2250 2169 3290 3812 3595 2815 1141 1182 1684 2192 2103 3216 3132 101 88l 1'-6" (90')f R1=CAST 959• 912 1415 1914 2354 2191 3240 591 651 990 1 o2 9 146 6 1901 2351 2191 3245 I , 9 -4 0112') PRECAST 001• 612 980 1269 1560 1852 2144 801 155 1192 1550 1915 2211 2634 454 630 10'-6"(126') PRECAST 116• 498 193 1021 1261 1496 1131 396 493 116 611 1039 1389 1111 2034 2358 11'-4' (1369 PRECAST 666• 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2198 12'-0'(144') PRECAST 601+ 400 631 a16 1001 iI66 1312 340 494 631 486 818 1209 1514 1199 2286 13'-4'C160')PREGAST2 00+ 340 532 686 841 991 1153 J�2 398 513 409 682 1004 1361 1631 1891 14'-0'(168') PREGAaT 458- 316 493 635116 922 1065 286 36 0 548 318 629 922 1254 1561 1816 243 295 459 591 124 851 990 14'-a' (116') PRE3TRE98EP N.R. 35-1 243 352 582 852 1156 1491 114? 228 218 430 553 611 801 925 15'-4" (184') PRESTRE08Ep N.R. 321 228 329 542 191 1012 1381 1616 188 236 361 464 561 610-114 Il' -4' (208')PRE9TRES5ED N.R. 258 lax 216 449 649 a14 1121 1389 165 201 313 401 490 518 661 19'-4' (23?') PRE6TRESSEp N.R. 204 165 239 383 550 -136 940 1160 21'-4' (256")Pi1E57RE56ED 145 186 218 356 433 512 590 N.R. 11Z 142 212 336 411 635 801 993 22'-0'(264')1`RE5TRE55EP 1401 180 268 343 410 493 568 N.R. 161 131 1 205 1 322 451 601 111 941 24'-O'(288') PRESTRESSED 121 1 16 1 244 312 380 441 515 7NTR 124 1 186 290 400 538 680 833 -REPUCE VALUE 157 25x FOR GRAPE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U -LINTELS 47!7*77 SCHEDULE L INTEL NO. UPLIFT GRAVITY L 1 LATERAL TYPE1�6- ��'-IT ai�l0-IT 811`14 -IT B1�FI8-IT aFP22-IT aRF26-IT OW30-I L 2 e 10 -tee a�14-m Ie -o a22- r-5Wr.-16 a=26 -o 1� aF�3e0-o5 LI=NCxTN 8FIro-0f3/1T L 4 41-6" SRU SRF L 5 BRF6-2T WC -10-2T IDW4.2T OFFIB-2T arF22-2T OW26-2 ef�30-2 L 5A 8FF10- 9F�t4-IB BF Ie -IB aFFaa-IB aFF25-16 SW30-IB 41-4' (52') PREGA5T 1409 1591 3053 2982 3954 4929 5904 o&aao 2339 3110 1821 3412 49x2 6412 1941 9416 10818 4'-6' (54') PRECAST 1351 1449 2182 2114 3600 4481 5315 6264 1192 1455 1102 3412 4982 6412 1941 9416 10810 5'-8' (68")PRECA5T 185 832 1602 1550 2058 2566 3015 3505 5'-8' (6S'J PRI=CAST 1153 2162 4014 6412 6516 5814 61339 5'-10'(10') PFZECA5T 135 119 1500 1449 1924 24010 2016 3352 4.230 1103 2051 3811 6412 6516 5450 6411 6'-8' (009 PRECAST 022 901 1611 2933 2516 3223 3,312 4522 2891 3491 901 1611 2933 4100 6130 8t11 6101 2042 2513 161 1311 2252 1958 2451 2944 3439 (90')PRECAST 665 2509 1 3035 3563 1'-6' (90') PRECAST 688 691 1325 164 1311 2329 3609 5492 6624 5132 9'-8' (116') PRECAST 311 420 634 1253 1011 1342 1614 1886 1116'0 PRECAST 33• 535 928 1491 2119 2618 3595 2815 8" PRECAST W/ 2" RECESS DOOR U-LINTEI S •I�VUC.0 YALUC 01 VI•KAVC 4V NI=LV PtCAK - r� di iv LH N L-6 `nq�C rytu o0 I �o� L�_! 0. BATH 01 -all CLG. W.I.C. LL--------- BDRM. 3 51-511 GLC. � BATH OO I IBJ" BDRM. 2 *-F F- - - - -- I 2 - CAR GAR. a' -a" CLG. L- 5 OWNERS SUITE V-5` cLG. L-10 I - I LANAI -10 &1-a" GLC. opT. � L-11 log I L-12 I 6P>6a'J.G.D. I I I - GREAT ROOM a'-8" CLC-. FOYER E CLCx- II II I Z `D L-13 1 !n m DINING ROOM ,D 01-011 CLG. L-14 m IYI KITCHEN NOOK 01-0" CLG. 25-5H ELEV. II " 4 ILII 26 -SH ELEV. "C', d IF-) It D-2 u"�A TCRETE LINTELSC_�HEDULE 8'-811 BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 13" 9'-411 BEARING HEIGHT THROUGH OUT ELEVATION "C" 4 110' • • . • 81=1 -18/1T 8RF-22-05/1T 81=24-08/17 4 AST- fT LINTEL SCHEDULE L INTEL NO. UPLIFT ELE T AE � 113 ° EL E TY GE � "p'1 COt-"ENTS L 1 LATERAL TYPE ��'-IT ai�l0-IT 811`14 -IT B1�FI8-IT aFP22-IT aRF26-IT OW30-I L 2 4'-6" LENGTH 8F16-0y/1T L 3 4'-6" OF24-00/IT 8FIro-0f3/1T L 4 41-6" SRU SRF L 5 BRF6-2T WC -10-2T IDW4.2T OFFIB-2T arF22-2T OW26-2 ef�30-2 L 5A 91-4' 4'-4' (52') PRECAST 1244 1513 2413 3260 4112 4961 5825 932 932 L 8 1244 1519 2339 3110 4008 4550 5696 L lm 9'-4' 4'-6' (54') PREGAST 1152 1501 2311 3121 3931 4156 5511 853 853 L. 13 1192 1455 2240 3036 3831 4643 5453 L 15 11-611 8F24-15/7 924• 1112 1195 2423 3055 3689 4325 5'-8' (6S'J PRI=CAST 501 501 124 1132 1141 2351 2918 3603 4.230 5'-10' 11D') PRECAST 296• 1138 1142 2352 2965 3561 4198 469 469 896 1099 1690 2268 2891 3491 4106 6'-8' lSs'D')PREGAST 118 882 1513 2042 2513 3101 3642 830 1100 118 956 1468 1961 2509 1 3035 3563 1'-6' (90') PRECAST 688 691 1325 1810 3221 941 688 849 1302 1162 �2280ff 25 3151110 1116'0 PRECAST 33• 433 808 1123 13 1995 533 521 1009 1369 1128 2088 2480 516 614 •I�VUC.0 YALUC 01 VI•KAVC 4V NI=LV PtCAK - r� di iv LH N L-6 `nq�C rytu o0 I �o� L�_! 0. BATH 01 -all CLG. W.I.C. LL--------- BDRM. 3 51-511 GLC. � BATH OO I IBJ" BDRM. 2 *-F F- - - - -- I 2 - CAR GAR. a' -a" CLG. L- 5 OWNERS SUITE V-5` cLG. L-10 I - I LANAI -10 &1-a" GLC. opT. � L-11 log I L-12 I 6P>6a'J.G.D. I I I - GREAT ROOM a'-8" CLC-. FOYER E CLCx- II II I Z `D L-13 1 !n m DINING ROOM ,D 01-011 CLG. L-14 m IYI KITCHEN NOOK 01-0" CLG. 25-5H ELEV. II " 4 ILII 26 -SH ELEV. "C', d IF-) It D-2 u"�A TCRETE LINTELSC_�HEDULE 8'-811 BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 13" 9'-411 BEARING HEIGHT THROUGH OUT ELEVATION "C" 4 110' • • . • 81=1 -18/1T 8RF-22-05/1T 81=24-08/17 4 AST- fT LINTEL SCHEDULE L INTEL NO. LENGTH ELE T AE � 113 ° EL E TY GE � "p'1 COt-"ENTS L 1 4'-C�" SF24-ra>3/1T 81`16->a5/1T L 2 4'-6" BF24-05/17 8F16-0y/1T L 3 4'-6" OF24-00/IT 8FIro-0f3/1T L 4 41-6" 8RF22-05AT 8F8-mB/IT L 5 11'-4" SF28-113AT SF36-113/1T L 5A 91-4' 8F28-15AT 8F36 -15/1T L 6 4'-6" OF24-05/IT 0F16-0E3/1T L 1 4'-6" 81=24-05/IT OF16-05AT L 8 4'-6" 81`24-05/IT aFl6-05/7 L 9 4'-6" 81`24-054T OF16-05/1T L lm 9'-4' OF16-15/7 8F16-15AT L ii 101-611 BFI6-15/17 OF16-113/IT L 12 1'-0l1 OF24-I5/1T 8F16 -15AT L. 13 61-6" 8F24-15AT BFlro-15/1T L. 14 6'-0 8F24-15AT 8F16-IB/1T L 15 11-611 8F24-15/7 8F16 -113/1T OPT. 6068 5GD 81=28-1E5AT ■ BDRM. 2 / LAUN. \ l ---J `- 8' -at' CLG. r - --I 1111177 11*11111111111711o* L --J Q F------1 =_ I I - L------ - 3RD. CAR GAR. _ a' -all cLG. - ■ 2 --CAR GAR. -_ �J' '- S n G L �-1•- - LI L- 5 81-®" -1'-®" O.H. --------- _ _.. 161-011 X -1'-O_' O.H=1�r ------ ---_._._.-----.'---------- o)OPT. 3rd LAIR GARAGE 0'-8" 5FARING HEIGHT THROUGH OUT ELEVATION "A" 4 1311 9'-4" BEARING HEIGHT THROUGH OUT ELEVATION "C" 4 1p0 05 F SOAR AT TOP 5Af1:E LOAD TA 3LE NOTES MIN. (1) REQ1D MATERIALS GENERAL NOTES _ 1-1/2' CLEAR I. All values based on minimum 4' bearing. Exception: We loads for unfilled TYFE DESiC4N4TION 5 1. f'c precaot Ifntels s 3$00 pot. I. Provide full mortar head and bed joints. lintel8 must be reduced by 20% If bearfng length is less than 2. Fc reatreased Ifntela . 6000 st_ 2. Shore Filled lintels as required. Safe loads for all recessed Untelo based on 8' nominal bearin a Gh1_U. p p g F=FILLED WITH GROUT / U n LJNFILLEP �1 �. 3. f'c grout a 300(0 pal w/ maximum 3/8" aggregate. 3• Installation of lintel must comply with the architectural and/or structural drawings. 2. N.R. Not Rated. 4. Llntele are manufactured with 5-1/2' Ion notches at the ends to accommodate 3. Safe loads are total superimposed allowable load on the section epecTled. WANTITY OF 05 REDAR AT Q "• 4. Concrete masonry unite (Give per ASTM C90 w/ g 4. Safe loads based on grade 40 or grades 60 Field mbar. COTTOM OF LINTEL CAVITY U'. minimum net area compresslva strength 1900 pal. vertical cell relnforcfng and grouting.GROUT 5. Rebar provided fn precast lintel per ASTM A615 GF-foO. .Unto a meet or exceed L/36(8 vertical deflection, except Iintele 11'-4' and 5. Additional lateral load capacity can be obtained by the deelgner by providingField rebar per A5TM A615 GR40 or CsR60. longer with a nominal helght of 8' meet or exceed L/180. addlonal reinforced masonry above the precast lintel.�� _ 1�/j � - z 6. Preetreasfng strand per ASTM A416 grade 6.13ottom Field added rebar to be located at the bottom of the Ifntel cavity_6. One of rebar ma be substituted for two M5 rebate In 8' lintels 5111 I I .9 "5 RERAR AT BOTTOM 210 low relaxation. 1. 1/32' diameter wire etirrupa are welded to the bottom steel for mechanical anchorage. y y - a e OF LINTEI- CAVITY 1. 1/32 wire per A5TM A510. 8. Caot-fn- lace concrete may be provided in composite- lintel In lieu of concrete masonry units, 1. the designer may evaluate concentrated loads from the safe load tables by p p y p p y calculating the maximum resisting moment and ohear at d -away from the Face of support. NOMINAL WIDTH G2UANTITY OF PIOTTOM RE1NFORCING 8. Mortar per ASTM 0210 type M or 3. 9. Safe load ratings based on rational design analysts per ACI 318 and ACI 530 8. For com ooltw lintel het hts not shown, use oafs load from next lower hol ht. NOMINAL HEIGHT-]RE5AR AT TOP 1-5/8'ACTUAL p g g �� F'ROVIpED IN LINTEL ® 9. All safe loads in unite of pounds per linear Foot. 81'NWIpTH (VARIES) A R C H I T E C T S 1441 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407-774-6076 FAX: 407-774 4078 www.abdesigngroup.com AA #: 0003325 IY11111I SUBDIV. & LOT: TUSCA SOUTH LOT X40 ]PROJECT# 1703.00 MODEL: 1755" GA,R GE'i SWING: LEFT ]PAGE: LINTEL sC�II]��uI (CAST -CRETE) ARCHITECT: STATE OF FLORIDA sNTWE_ 12079 DATE: 12/23/09 SCALE: 1/4"-1,-0„ SKEET Or — — —r- I , BDRM. / = LAUN./ 7A ITTILLM1711 I THF01 171111-1 ITT 7H. ® O 3RD. CAR GAR. (D5 S' -O" X 7'-O" O.H. 1-------1 L -----J 2—CAR GAR. D-5 I6' -O" X -I'-O" O.H. -------------------- 01PT. 3rd CAR GARAGE I o�0 0 0 Q0 . QQ BATH ATH 0' -CJ" GLG. W.I.C. I LL— — — — — — — — — l(1 � lV w BDRM. 3 a'-8" GLG. 8'-6" >3EARIN6; HEIGHT THROUCaH OUT ELEVATION IA" 4 "B � 9�-4 BEARING HEIGHT HEIGHT THROUGH OUT ELEVATION G 4 p BDRQM 2 L— 8 25 -SH EGRESS OWNERS SUQQIT^E � I BATH O I --- L__---J 2—CAR GAR. L— 5 L— 9 L-10 25-5H EGRESS _..—.—______ Q� CLO_�),T6 the CO � I �� FOYER E a' -a" GLS. II GREAT ROOM I LANAI DINING ROOM KITCHEN a' -a" GLS. T:1I I NOOK 25-5H ELEV. "All A ,P 11511 26- SH ELEV. "C" 4 "p11 L— 2 !INTEL L ngth TWO 2'-I0' Precast 3'-6' Prccaot 4'-0' Preceat 4'-6' RorAst 4-0' Pracaat 5'-4' Precast 5'-10' Precast Procaat 1'-5' Precast l'-3' Precast 8'-0" Precaat 1'-4' Precast 9'-4' Precast lm' -6' Pretest Precaat 1Z'-0' Precast l7'-6' Precast 13'-4' Precast 14'-0' Precast 24'-m' P qjz Not F 8" LINTEL UPLIFT 12" LINTEL GRAVITY 8" LINTEL GRAVITY LU E <� I UJA CDNGRETE''DUUCTS, P.O. BOX 219 ZEL.LWOOD, FL. 32798 (4.07) 886-2511 1-800-654-5139 FAX 407-886-0195 INC. LINTEL NO. LENGTH T T'fizDE TYPE COMMENTS ^11 $11511 ELEV 11/-•" 411011 ELEV. "All L-1 4'-6' 8/24-5-1U/6/24-5-IU/01-6/16-5-11UU/01- TOT LEW4T L-2 4'-6' 8/24-5-1U/0L 8/16-5-1L1/0L 13/12 -8 -mL L-3 4'-6' 8/24-5-1U/0L 0116-5-1U/OL PRECAST 1--4 4'-6' 8/22-5-1U/0L 0/5-5-1U/L ELEV. IIAR4'E3R REGE55EP L-5 17'-4" 8/28-5-1U/1L 0/315-5-1U/IL 10000 L -5A 9'-4" 0/20-6-IU/I1- 0/36-5-IU/1L PRECAST L-6 4'-6' 5/24-5-1U/0L 8/16-5-1U/0L 10000 1 loom 5/24-5-1U/01- 8/16-5-1U/0L 10000 2603 4011 10000 10000 10000 10000 10000 10000 8/24-5-1U/OL 0/16-6-IU/0L we" L-94'-6 2921 0/24-5-IU/OL 0/16-S-IU/OL 9515 L-10 9'-4" 8/16-5-1U/1L 0/16-5-IU/1L 10000 L-11 1O'-0 8/16-S-1U/1L 0116-5-1U/1L PREGABT L-12 1'-6" 8/24-5-IU/IL 0/16-5-IU/IL 1119 L-13 6'-0 0/24-5-IU/IL 0/16-5-1U/1L 10000 L-14 6'-6" 8/24-5-1U/IL 0/16-S-IU/IL PRECAST 550 2111 0/24-5-1U/IL0/16-5-IU/1L OPT. 6060 5GD BDRQM 2 L— 8 25 -SH EGRESS OWNERS SUQQIT^E � I BATH O I --- L__---J 2—CAR GAR. L— 5 L— 9 L-10 25-5H EGRESS _..—.—______ Q� CLO_�),T6 the CO � I �� FOYER E a' -a" GLS. II GREAT ROOM I LANAI DINING ROOM KITCHEN a' -a" GLS. T:1I I NOOK 25-5H ELEV. "All A ,P 11511 26- SH ELEV. "C" 4 "p11 L— 2 !INTEL L ngth TWO 2'-I0' Precast 3'-6' Prccaot 4'-0' Preceat 4'-6' RorAst 4-0' Pracaat 5'-4' Precast 5'-10' Precast Procaat 1'-5' Precast l'-3' Precast 8'-0" Precaat 1'-4' Precast 9'-4' Precast lm' -6' Pretest Precaat 1Z'-0' Precast l7'-6' Precast 13'-4' Precast 14'-0' Precast 24'-m' P qjz Not F 8" LINTEL UPLIFT 12" LINTEL GRAVITY 8" LINTEL GRAVITY nre . lvot rcacaennarlaea LINTEL TO'N Two SAFE GRAVITY LOADS IPLF) SAFE GRAVITY LOADS PLF a • Proust TOT LEW4T TYPE "I 12.Rre-B-DL PWetn 13/12 -8 -mL 0/16,8 -mL 0170.8-m a/24 15 -OL /28-8-0 8/32 -8 -mL PLAIN a/B-S-IL BRZ-B-IL 8/16 -8 -IL 8/20 -8 -IL B/24 -S-1L BRB-B-IL 8/32 -8 -IL 2'-10' PRECAST RnB-a-DL 9 10000 10mmm lomo Imm0010000 Fr—.t 10000 6021 8491 100 10000 loom loom Immmm 00 10000 3'-6' PRECAST W00 40"11 W39 10000 1 loom 10000 10000 2603 4011 10000 10000 10000 10000 10000 10000 4'-m'GAST we" yew 2921 6133 9515 loom 10000 10000 10000 1e21 2921 1853 Immo loom loom lomol Immm 4'-6' PREGABT 180 2214 5010 1119 9284 10000 100001 10000 1398 2214 5412 10000 10000 Ie)vmO lmmm(D Im000 4'-8' PRECAST 550 2111 4660 651313 8520 10000 10000 10000 12W 2111 4= to m0 10000 10000 lowy lolym 9'-4' PRECAST 6<rvl 1651 3409 4823 6239 1658 9011 10000 1006 1651 3556 6431 10000 10000 10000 IOmmm 5'-10' Pf-�EGABT 910 1461 3009 5111 8888 10000 1000 10000 g48 1461 _30071 5111 aaaa loo10m0m 10000 6'-6' f'REGABT 1232 2440 3934 6280 53D9 10000 0 Im0m 110 1232 2440 3934 62$0 10000 10mmm 10000 1-6' 1GA87 614 1001 1910 2942 4346 6461 lmmmm .10000 562 1001 1910 2942 4346 6461 100m0000 DDDR 1'-8' PRECAST Rxa.t 915 1849 2019 4131 6010 9245 10000 344 913 1549 2819 4131 6010 9245 loom 8'-0' PRECAST 916 1124 2602 3131 5030 1958 10000 511 916 1124 2602 3-151 5405 1958 10m00 8'-4' GA6T 0'-0' 064 1615 2415 3444 4666 6493 10000 402 864 1615 2415 3444 4810 6983 10000 9'-4' PRECAST ea0D0 141 1361 1991 2160 3169 5124 .1 061 411 141 1361 1991 2168 9169 5124 1061 10'-6' F'I;�i-zCAST D146 642, ri 636 1148 1649 2231 2962 3083 5094 349 636 1148 1649 2231 2962 3883 5094 11'-4' FRECAST 10000 $14 1028 1465 1964 7566 3305 4239 315 1514 1028 1465 1964 2566 3305 4239 12'-0' PRECAST 6964 539 950 1343 1189 2316 2951 3134 262 533 950 1343 1109 2316 2951 3134 12'-6' FTRECABT 44 503 998 1264 Iblb 2151 1 2130 342b 211 505 098 1264 1696 2151 2130 3426 13'-4' f'REGABT 464 022 1151 1515 1935 2425 3010 2yj 464 B22 1151 1315 1935 2425 3010 14'-0' PRECAST 2 ja 436 169 1013 1406 118b 2228 2941 239 436 169 1013 1406 1186 2225 2141 14'-0' PRS=ST7�SSEP U09 mm NR N.R. NR K NR NR NR 400 all 1234 1421 Ills 21W 2662 55'-4' P�BTRESSEP 6� NR baa x 3001 35'01 4604 Wt NF_ 454 165 1160 1331 1660 2032 2459 Il' -4' PREBTREBBEP 2T1 NIP- Np- 14R N.lct RR 1J.R NFL NR Hag 652 982 1111 1319 1611 1991 19'-4' PRE81T' 13BEp r�—.t 262 NR RR N.R N.R NFL NR NR 339 561 960 1111 I 1616 20'-0 M;r ESTIRE88ED NR NR N.R NR K NR I'R NFL 325 543 OU 11 1122 1349 I 21'-4' FW5TRE55ED NR K NR N.R NR 295 146 840 1024 1224 1441 22'-0' PI�8TRE58ED NR N.R. MR N.R NR 261 481 111 Smb SBI 11-11 113.126 24'-m' PRE15TIRESSEP NR g 64o 8 0 m3 $1 nre . lvot rcacaennarlaea NR -Notes 8" LATERAL TABLE LINTEL LINTEL TO'N Two eyp R.AM SAFE GRAVITY LOADS PLF a • Proust Total L 3710 Type 12.Rre-B-DL PWetn law Rn1-8-0L RIb-0-OL R//0•B-DL R/14 -6 -DL RnB-a-DL R/92 -a -®L oro-B-tL 12n2 -0-i4 Qnb-a-4 u72D-e-WL 12114 -6 -IL U/20 -SAL Rn77-a-1L 2'-150' 44 Fr—.t 1420 9524 5'-4' Precast TO W00 5'-10' wxyy �DOOD R00 311' PreusL Pr.x:a.t N04 D-941 54V4 we" yew vww wvvv wym 4'•1' e'-0' ft—.t 7142 3 6TIl Protest 390 180 14Fo Racal! 4 wow 10000 ww" 1710 Be net Ft_A rat Il' -4' Procast 2 550 12'-0' Pracast 255 1 12'•6' 4-B' 248 Protest 15`� gip" 44,0117 6<rvl 0635 wwv 210 4 1 I IOC10e psntrmood 5'-4' 390 R -A.1, 1239 K8 910 1 291 1 320 19'-4' 2452M am WOOD 10000 10000 6'•10' '-D' Rnrdat 104474" 3 E�omimmd lb lee" W IDODD 27" 4425 am Ivem we" WNINM wDew a' -u' Vassed Roust 614 2 410 , DDDR T'•b' Rxa.t 692 W4 2991 4661 wow ivow --- ,'•6 Pra..t 6,D ' 0'-0' Proca.t 629 mm in 61365 " U16 1636 4119 Wfiv 9303 1Oa70 ea0D0 6'-4' Frorrst 693 U 1 9 196 ®�i7S:lr®m�l''S'�m0 D146 642, ri 9'-4' Prom.1; 906 1169 201 547 46M 1 6522 SRI 10000 1124 7011 3152 4619 9111 100oD 15'•6' FYccest 490 Net Ism 26 l 5126 6964 9634 wl 1569 11 Ixg 6126 6904 9746 9'-4' liooa.t 960 k 14 3216 44 , 1 4 44 7 9716 4499 ,611 12'-0' I'rara.t 96® 041 MI 1391 241 4001 6241 61[O 4'-6' Precast 941 wj 1320 2 ja 71% 1" 1920 2007 7196 31]2 4684 6221 ❑'-4' Recast 21" 114 U09 mm 021 W'-0• Fr uA 295 6� 181 baa 2546 3001 35'01 4604 656 191 1699 2546 30791 331 4916 14-9' R—.t 2T1 5" 1963 6w 2tl'r 2669 3667 461 51 2 3 6'-4' r�—.t 262 442 I 14 2 4 91 41,14 wo 4134 204 211"151 3391 b fl' -4' P,—.t 215 1 14 31G 461 ul r1th 72W 2154 1 3416 NR -Notes 8" LATERAL TABLE LINTEL 5ME LATERAL LOAD$ (PLF) TO'N Two eyp R.AM F1Ll�ED a • Proust 7025 3710 31•6' Precast law 2550 4'-0' Recast blm 2100 4'•6' Prormt we mw 1 44 Proust 860 1600 5'-4' Precast TO W00 5'-10' Proust 625 R00 6'-6' PreusL 540 1050 -6 Proust 440 B°0 T-8' Pnwzot 430 a50 e'-0' Proust 410 820 W-41 Protest 390 180 14Fo Racal! my beo 1710 Be net Precast fiw Il' -4' Procast 2 550 12'-0' Pracast 255 510 12'•6' Recast 248 490 8'•4' Rocast 220 480 ' Fracas! 210 4 14-9' psntrmood ry 390 160 RmYeaead K8 910 n'.4' P1trmeed 148 320 19'-4' Rmtro"sed UO 2B0 '-D' Rmtrossed Tjv250 21'-4' E�omimmd lb 72'-0' Preauassad 90 725 24'-0' Vassed 100 700 NR . Not Raealnmded 1973 1 INTFI I1P1 IFT NR . Not Nacomwdsd 8" RECESS DOOR HEADER LAItKAL IAULt RE:cE55 DOOR HEADER SAFE LATERAL LOADS (PLF) Lm�"ah Tlpo B' WAW CE68ED 6 it 12" RECESS DOOR HEADER LATERAL TABLE RECE55 DOOR HEADER SAFE LATERAL LOADS (PLF) j* Tie R PLAN 12' f� P 31•8' Proust 7025 3710 4'-0' pre mst rnv 2860 4'•7' Proust 1650 2690 4'4 Precast DS 2w 4-6'Roust 4.8' 1470 2290 5'•a' Proust low 7150 2580 Prxaet Bis 1425 l' -B' Proust ,30 1190 9'•B' 444i 5150 1 900 1650 T.a' Pretaat 800 a'-0' Recast im$ 8'-4' Proust T10 14Fo 9'-4' Precast 640 1710 Precast 00 190 Procaet 515 1000 .0 Pretest 480 950 tl'-6' Precut 460 No preeaat 430 8:0 W proust—I 400 000 FTeust 300 160 Proust 350 130 ProcaN 370 630 NR • Not Racaanlwdod ®�i7S:lr®m�l''S'�m0 iFi• Si �� NR . Not Nacomwdsd 8" RECESS DOOR HEADER LAItKAL IAULt RE:cE55 DOOR HEADER SAFE LATERAL LOADS (PLF) Lm�"ah Tlpo B' WAW CE68ED 6 it 12" RECESS DOOR HEADER LATERAL TABLE RECE55 DOOR HEADER SAFE LATERAL LOADS (PLF) j* Tie R PLAN 12' f� P 31•8' Proust 7025 3710 4'-0' pre mst rnv 2860 4'•7' Proust 1650 2690 4'4 Precast DS 2w 4-6'Roust 4.8' 1470 2290 5'•a' Proust low 7150 2580 Prxaet Bis 1425 l' -B' Proust ,30 1190 9'•B' precast 5150 1 900 12" LATERAL TABLE ARCHITECTS 1 442 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV LOQ': TUS C A SO LJr!1H LOOr11 X40 PROJECT# 1703.00 MODEL: "17DD)) GARAGE SWING: LEFT PAGE: E LINT L SCHEDULE (WEKI-WA) LINTEL REINFORCEMENT SCHEDULE (1)'9CONTIN0005 (v1CONTINUOUS 3000I GONG. FILL LL GCNC. Ft L (GONG�7E PLAC IN FIELD) Pa � 33mmrrpppp L ...........•UNTEL LENGTH i?iii:5i:4ifr:•iii:•: •i:4iic:?ifr:(�iii:i@iiii:•ii;REINFORCEMENT:•isi•'rii:•i:•i:•ii8ii:5fdii�iFi:iii2: (GONGF41;1E PLACED IN FIELD) •''i:•:81NCH:i:•iiiii2 :i�ii�i121NCH:r:•i ii!?iii:'A"REINFORCEMENTii::�.`i'riii; i'R"REINFORCEMENT?'riis:i TOP LEG BARB: `.21.10' To V4' 2'•10" To 6'8" 7143 NONE -1/3210 BAR €MCH I -� 111, EARA": 5'-1P to c -a" 5'-10' 10 trb* z 7{4 NCNE LEG UP TO IS' -m' LEIJc,T418 EqC 11' ra 0'4' 1'6' to It4' f2 115 NONE - 1/32' STIRRA16 m 4'-O'CIC _ + LEG UP TO la' -mV LENGTHS 11'4" t0 14'-u' tt 4' 10 1!'4" (2)h5 Y z3 - 1 (1)'5 CGNTINUOU5 14'8" 1015'-4" f21211tiPF2E91RESBEO 21 i3 -k0 -•' - (1).5CONTINUOUS --1� IOPTIONAI.) Ira 21rncPHESIRE.3 2 4 ttllt`o �' (OPTIONAL) 17'4" to 22'11" 2 2N""PRESIRESSE0 2 its '- 'A' BARB (MAIN MINPJ -:' A B RBEp �I� RER••�J RE1tlaotu+ItLstctloN Fo1"I�IreoRlxm:rrLtvcuunn -1rt GEE SCHEDULE w DEE 6CH CONTINUOUS f— 3mmVX1p6'' "OOOK�OUT E3LOGK c� (G�Ojp�NypGWTTr PLARgaG�himm FIELD) WEKIWA L Su"HEDUL UID , °I' UP 10 I4'�LENGTHS 8'-a" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 RB11 t n)1SGONTINtIOUB (OPTIONAL) 9'-4" BEARING HEIGHT THROUGH OUT ELEVATION "G" 4 "D" =101 113rBTIP�a3PBAT4'-m a�h+J `T — - r -itv ,--'A' BARB (MAIN REIN.) SEE 13CHEPULE? LINTEL SAFE LATERAL LOA05 (PLF) L T'�o yg ?AM I IME 2'.10' al 3600 6900 3'-6' Precut 2400 4115 {'.®' ,960 3880 ' Pretest 1650 3450 4.8' Proust 550 3700 '4 Proust U20 2580 5'-10' Proust M:0 2250 6'-6' precast 1000 1950 1'-6' Proust 830 1650 T.a' Pretaat 800 a'-0' Recast im$ 8'-4' Proust T10 14Fo 9'-4' Precast 640 1710 Precast 00 190 Procaet 515 1000 .0 Pretest 480 950 tl'-6' Precut 460 No preeaat 430 8:0 W proust—I 400 000 FTeust 300 160 Proust 350 130 ProcaN 370 630 NR • Not Racaanlwdod ARCHITECTS 1 442 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV LOQ': TUS C A SO LJr!1H LOOr11 X40 PROJECT# 1703.00 MODEL: "17DD)) GARAGE SWING: LEFT PAGE: E LINT L SCHEDULE (WEKI-WA) LINTEL REINFORCEMENT SCHEDULE (1)'9CONTIN0005 (v1CONTINUOUS 3000I GONG. FILL LL GCNC. Ft L (GONG�7E PLAC IN FIELD) Pa � 33mmrrpppp L ...........•UNTEL LENGTH i?iii:5i:4ifr:•iii:•: •i:4iic:?ifr:(�iii:i@iiii:•ii;REINFORCEMENT:•isi•'rii:•i:•i:•ii8ii:5fdii�iFi:iii2: (GONGF41;1E PLACED IN FIELD) •''i:•:81NCH:i:•iiiii2 :i�ii�i121NCH:r:•i ii!?iii:'A"REINFORCEMENTii::�.`i'riii; i'R"REINFORCEMENT?'riis:i TOP LEG BARB: `.21.10' To V4' 2'•10" To 6'8" 7143 NONE -1/3210 BAR €MCH I -� 111, EARA": 5'-1P to c -a" 5'-10' 10 trb* z 7{4 NCNE LEG UP TO IS' -m' LEIJc,T418 EqC 11' ra 0'4' 1'6' to It4' f2 115 NONE - 1/32' STIRRA16 m 4'-O'CIC _ + LEG UP TO la' -mV LENGTHS 11'4" t0 14'-u' tt 4' 10 1!'4" (2)h5 Y z3 - 1 (1)'5 CGNTINUOU5 14'8" 1015'-4" f21211tiPF2E91RESBEO 21 i3 -k0 -•' - (1).5CONTINUOUS --1� IOPTIONAI.) Ira 21rncPHESIRE.3 2 4 ttllt`o �' (OPTIONAL) 17'4" to 22'11" 2 2N""PRESIRESSE0 2 its '- 'A' BARB (MAIN MINPJ -:' A B RBEp �I� RER••�J RE1tlaotu+ItLstctloN Fo1"I�IreoRlxm:rrLtvcuunn -1rt GEE SCHEDULE w DEE 6CH CONTINUOUS f— 3mmVX1p6'' "OOOK�OUT E3LOGK c� (G�Ojp�NypGWTTr PLARgaG�himm FIELD) WEKIWA L Su"HEDUL UID , °I' UP 10 I4'�LENGTHS 8'-a" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 RB11 t n)1SGONTINtIOUB (OPTIONAL) 9'-4" BEARING HEIGHT THROUGH OUT ELEVATION "G" 4 "D" =101 113rBTIP�a3PBAT4'-m a�h+J `T — - r -itv ,--'A' BARB (MAIN REIN.) SEE 13CHEPULE? A BARS (MAIN REINFl NOr11NAL WIDTH/HEIGHT OF LINTEL —It) BEE BCHEDULE 4 'B' BARD -BEE SCHEDULE PLAIN oR 60LI0 LINTEL DATE: 12/23/09 1 I „ 4 W � I SCALE: 1/42"-12—,`2l TYPICAL COMPOSITE LINTEL SECTION " " LNC3 ORLourzR N E CA I Y TYPICAL LINTEL 12 x8 SECTION SHE 4 "i L MIN 'p' 5AW - SEE 6CFIEDULE 1 ��. 1132' BTIRRUPB AT 4'-m' cc TYPICAL LINTEL 8"x8" SECTION TYPICAL LINTEL 8"x8" RECESSED SECTION aPTIO14AL 1'157 TOP LEG AARB: EACH LE6 TO U 14'-0 .. 1/32' 5TIRRUP5 a 4'-0' C/C =� °56 TYPE DESIGNATION TIONAL A BARS (MAIN REINFl NOr11NAL WIDTH/HEIGHT OF LINTEL —It) BEE BCHEDULE 4 'B' BARD -BEE SCHEDULE PLAIN oR 60LI0 LINTEL DATE: 12/23/09 1 I „ 4 W � I SCALE: 1/42"-12—,`2l TYPICAL COMPOSITE LINTEL SECTION " " LNC3 ORLourzR N E CA I Y TYPICAL LINTEL 12 x8 SECTION SHE A R C H ITEC T S 1 �i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 3?750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & 31.0T: TUS C; A SOUTH LO'_P # 40 PROJ'ECTIF 1703.00 ]MODEL: "1755" GARAGE SWING: LEFT PAGE: LINrI'EL SCHE]DUL E (PRO -CRETE) ARCHITECT: STATE OF FLORIDA VEC 2 3 ?r/ilq JA E5 CANTWELL R NO 12079 DAVE: 12/23/09 SCALE: 1/4"-l'-0" SHEET lF_' . 2 Oi O CQ 25 -SH 25-6N EGRESS EGRESS O ELEV. "A"4"5, O v ti A 26 -SH ELEV. °G" 4 °D° D13 .q (5) (SPT. .Srd CAR GAIR\A G E COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CAS # SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONE 110 MPH WIND REMARKS 120 MPH WIND 1 1 I 25 -SN 5 21.1/ -28.0 25.0/ -33.1 lA 19 2� -SN 5 20.9/ -2-1.0 24.8/ -32.(0 2 17 25 -SN 5 21.1/ -28.0 25.0/ -33.1 2A 19 2ro -SH 5 20.9/ -21.0 24.8/ -32.ry 3 1-1 25 -SH 5 18.3/ -22.4 21.3/ -2ro.1 3A 19 26 -SH 5 20.9/ -2-1.0 24.8/ -32.rc, 4 24 3080 DR 4 21.1 / -22.9 25.1/ -27.3 5 112 I6'-0 X 7'-0 GARAGE DR. 5 21.1 / -22.9 25.1/ -21.3 SA 56 3'-0" x 1'-011 GARAGE DR. 5 19.4/ -24.4 23.1/ -29.0 � lrt 25 -SN 4 21.1/ -22.9 25.1/ -21.3 -1 11 25 -SH 4 21.1/ -22.9 25.1/ -213 8 17i 25-5H 4 21.1 / -22.9 25.1/ -21.3 9 1-1 25 -SH 5 21.1 / -22.9 25.1/ -21.3 10 40 OPTIONAL o0ro8 S.G.P. 5 19.9/ -25.5 23.-1/ -30.3 11 40 KiI-0" x &I-8" S. G. D. 5 19-9/ -25.5 23.1/ -30.3 12 24 35-5H 5 20.6/ -22.4 24.5/ -26.1 13 24 35 -SN 4 20.(o/ -22.4 24.5/ -20.7 WHEN GALGULATING WIND PRESSURES ON A GARACiE DOOR, FLORIDA BUILDING CODE, 2004 ALLOWS THE PRESSURES TO BE AVERAGED WHEN THE OPENING 15 PARTIALLY LOCATED IN (30TH ZONE 4 AND ZONE 5 WIND FRE55URES ARE BASED ON WIND SPEED=120MPH (3 SECOND GUST) IMPORTANCE FACTOR= 1.0 EXPOSURE CATEGORY = B MEAN ROOF HEIC-;HT=LESS THAN 30 FT. fiOR AN ENC!_OSEP E3UIL.DING 1� l /7)11 PERCENTAGE OF AREA WITHIN ZONE 4: A:,= 11.33= 16=0.71 fl' PERCENTAGE OF ARESA WIT1-1.lN ZONE; 5: A5=4.66-- L6=0.29 fl' AVERAGE POSITIVE PRESSURE ON GARAGE DOOR: p = 21.8 (0.9) + 21.8 (0. 10) = 19.62+2.18 = 21.8 psi' AVERAGENEGATIVE PRESSURE ON GARAGE DOOR: p = -21.0 (0.71) + - 26.55(0.29) _-17.05+(-7.7) -21.75 psf. AVERAGE GARAGE DOOR PRESSURE: p=21.8/-21.8 A R C H IT E C TS 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ST. BDIV, & LOT: TUSCA SOUTH LOT X40 RROJEC T# 1'03.00 MODEI.:. "1`55" GARAGE SWING: LEFT ]PAGE: W_TND LOAD CALCULATIONS ARCHITECT: STATE OF FLORIDA L 3 2009 CANTWEI_I_ 1012079 30' -all 91_411 101-oll 31-011 1 1-a 11 -SLS" 11-411 14'-011 121-011 41-a 11 _ X11 "1C� 1-Q11 V I <r 25 -SN 25 -SH EGRESS EGfRE S Q —OPT. LAV. TF I I� I 9 - m ~ LAV. —0 41 41-31I -Ad �� OWNERS o - LANAI 8 0. BATT_ -T S UITE E ,� 8 -8 CLG. _ 8'-a" CLQ_ a'-8" CLG. 0 X 9 (TILE) (CARPET) — Ao _ - �o 0(o S S.Cx.D. �I W.I.C. '(0 - --- ■ cn I a' -a" CLC-;. -' - ACTIVE — CCARPET) '� 1k'/' -oil 3'-411 1 -1 51-111 101-411Y � I 1 -011 a1_a11 _ 1 J uwc 4 - - IR_ Lnil, Cw TUB W/ o SHWEBATH Wi _#2 d' 1'-6" I _ 111 5'- 111 (TILE) 20'-0" _ r 3 - _ BDRM.�`3 _ 7 x Q a' -O" CLG. Q o GREAT (CARPET) ROOM /6,, `� •�,'� (CARPET) -- - 2-� _ - (<1 , u 1) (v � N — —{ =� , "4-0 BF=. `� CA A/ R 0 M �n (CARPET) 1-011 1 11 I n 1 11 13 0-4 3-0 5-4 4-4 BDRM. 11 LAUN. � o_ _j a -a cl_r ------ ----- - (CARPET)— (TILE) L , o� I m FOYER ri I I o a _MT ' - - 8'-811 CLC.KIr pW SINK I - 2-0 20 MIN. (TILE) I I BF= x m,� _ o 0 211 STEEL — _ MrL. KITCHEN I- PIPE - - a' -a° CLG. 0 ■ / _ _ _ I�OLLARD = 15'-0" I'-8" I (TILE) - - - - - = - 22 "x54" I O w = I ATTIC I ®- L ACCESS U 40"XI6 "X10" _ - TRANS. ABV- cv - (ELEV. C) - 2'-0" Il' -411 40"Xlro" _ - TRANS. ABV ■- ■ (ELEV. D) ENTRY _ 2—CAR GAR. NOOK �• � , �. - - (TILE)�� Q) ELEV. "A 2ro-SH$Q (� ELEV. IL II OSI v j -- / /J� '-} D i lo' -0" X -0" O.N. _ _. __gym_ _ _- -------------------- I� 31 -III '71_/TII '=0" 101-011 '-0 31_811 / 1_oil �1_a11 20'-011 13'-411 401 -011 ----------- FLOOR PLAN 8'-8" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B" 9'-4" BEARING HEIGHT THROUGH OUT ELEVATION "C" 4 V11 7L MODEL SPEC Ir- ICATIONS * GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNFINSHED * WINDOW SILLS TO E3E OPTIONAL * MASTER AND SECONDARY {5ATH TO RECEIVE aro" MIRROR * VANITY MIRRORS TO BE RAISED OFF I3ACKSPLASH * ALL DOORS ARE 6'-0" HIGH UNLESS NOTED OTHERWISE. * ALL TU13 F=IXTURES TO BE WALL MOUNTED 3-1/2" <� 9-1/2 211 EIEC, OUTLET PER ELEC. CODE DBL. e TOP lu PLATE i F- u rjAR DETAIL '0I s N uu Jj o0 Q0 c� EXTERIOR MASONRY WALL I3RC-;_ HE ICiHTS 5'- 8" F31RG. 91-4u 13RG. / \ V \ / A r SQ.FT. CALC.'S � CV LO Dm LIVING GARAGE ENTRY LANAI 1-153 404 35 93 SQ. F=T. 5GQ• ET. SQ. ET, SQ. FT. i— TOTAL OPT. GARAGE 2285 213 SCS. FT. 50. 1'T. Q crl cn MODEL SPEC Ir- ICATIONS * GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNFINSHED * WINDOW SILLS TO E3E OPTIONAL * MASTER AND SECONDARY {5ATH TO RECEIVE aro" MIRROR * VANITY MIRRORS TO BE RAISED OFF I3ACKSPLASH * ALL DOORS ARE 6'-0" HIGH UNLESS NOTED OTHERWISE. * ALL TU13 F=IXTURES TO BE WALL MOUNTED 3-1/2" <� 9-1/2 211 EIEC, OUTLET PER ELEC. CODE DBL. e TOP lu PLATE i F- u rjAR DETAIL '0I s N uu Jj o0 Q0 c� EXTERIOR MASONRY WALL I3RC-;_ HE ICiHTS 5'- 8" F31RG. 91-4u 13RG. Ik _-5, - Z) " � 'k C�-�oRCH IJETAIL A-THWHI .DETAIL ITCHEN la OM ° / \ V \ / A r SQ.FT. CALC.'S � CV LO Dm LIVING GARAGE ENTRY LANAI 1-153 404 35 93 SQ. F=T. 5GQ• ET. SQ. ET, SQ. FT. TOTAL OPT. GARAGE 2285 213 SCS. FT. 50. 1'T. Ik _-5, - Z) " � 'k C�-�oRCH IJETAIL A-THWHI .DETAIL ITCHEN la OM ° / \ V \ / A r 2411 o o � CV i\ lik 3'-KITCHEN AIR�,1H DETAIIL e-� SCALE: 1/4" = 11-011 C4 'a OWNER'S SUITE c� r r I Q =_ _1 � CV LO Dm OO O O OO c� r r V Fin A � � \ � CV LO Dm OO O O OO crl iJ/_vz//�_ cv Jai c� 12/23/09 r V Fin A � � \ � 1_�) IN _ OO O O OO 1',ANCx� KITCHEN 5CA1_E: 1/4" = P-0" OWNE Ro .7 S BATH T I R5S BATH SCALE: 1/4" = I'-0" SCALE: 1/4" = 11-011 E BDRM. 2(CARPET) O -j `GOND — o 101-011 / LAUN. L- a'- &" CLC. F — — -, -IFF - 0 (TILE) I QLQ a` MT L- -J 20 MIN. WN. U 2" STEEL PIPE - BOLLARD = - - - - - - - - 22' X54" 71 - ATTIC L ACCESS U = OPTIONAL 3RD. CAR GAR, r 2 -CAR GAR. 8'-8" CLG. 0'-0" X 1'-0" O.N. - __ 161-011 X 11-01' ON - 11-411 11 8'-011 a 2'-0" lro'-0° 21_011 101-0" 20'-011 301-011 Q_ OST. 3rd CAR GARAGE L s a W 5EARING HEIGHT TNROUG;P OUT ELEVATION "A" 4 1511 9'-4" SEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" OPT. SLIDING GLASS DOOR R C H ITEC TS Desi�Ugn Gnc.rI 1441 N. RONALD REAGANBLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 S'TIBDIV. & ]LOT: I'USCA SOUR LOT X40 PROJECT# 1703.00 MOOED: "1755" GARAGE SWING: LEFT ]PAGE: F'LOOR PLAN ARCHITECT: STATE OF FLORIDA ,OC -C 2- 7009 JAMES CANTWELL AR NO 12079 DATE: 12/23/09 r 1 0'-0" X 1'-0" O.N. - __ 161-011 X 11-01' ON - 11-411 11 8'-011 a 2'-0" lro'-0° 21_011 101-0" 20'-011 301-011 Q_ OST. 3rd CAR GARAGE L s a W 5EARING HEIGHT TNROUG;P OUT ELEVATION "A" 4 1511 9'-4" SEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" OPT. SLIDING GLASS DOOR R C H ITEC TS Desi�Ugn Gnc.rI 1441 N. RONALD REAGANBLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 S'TIBDIV. & ]LOT: I'USCA SOUR LOT X40 PROJECT# 1703.00 MOOED: "1755" GARAGE SWING: LEFT ]PAGE: F'LOOR PLAN ARCHITECT: STATE OF FLORIDA ,OC -C 2- 7009 JAMES CANTWELL AR NO 12079 DATE: 12/23/09 SGA .E: 1/411_1-01� ��EET 2 OF 5CORED SAND TYF. I II 1 � ENTRY m SCORED BAND TYF. Q 0'-0" EX ELK I -SII m o' -O" FIN. FLE. t _ -FRONT TEXTURED FINISH 12 101_01— a' - 5" BRC- . HGT. I 8' - �" _ HGT. - I �-- 6" SCORED BAND �pLI I SCORED PAND TYfi . lu� � ❑ FIN. 1= 0'-0" 1=fN 1=�R REAR ELEVATION TEXTURED FINISH 5 �� BAND i" TYP. " SCORED BAND A -- C1�F;q 3d CAR GARAGE c�ll��ir- rdl CAT GARAGE OPT. REAR ELEVATION A R C H I T E C T S I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ON SUBDIV. & IO`I': TUS C A SOUTH LOT #40 PROJECT# 1703.00 MODE: "1755" GARAGE SWING: LEFT PAGE: ELEVATION )) A') FRONT & REAR ARCHITECT: STATE OF FLORIDA b5C 2/3 2009 NO DATE: 12/23/09 SCAhE: 1/4"-1'—O" SHEET 3 A or c0 �Q 0'-0" FIN. FLR. _ — — — — — — — — — — — — — O I m' -m" FIN. FLR. IFM 6 M1 Ll� LEFT ELEVATION TEXTURED FIN15H DI RlkojrHT E TEXTURED FIN15H DI - - - - - - - - - -- 1 0'-0" FIN. FL 1 (1)3rdELEvATIONEFTC�1h GARAGE OP'A. I A R C H ITEC T S 1 Design Groupr��. 1441 N. RONALD REAGAN BLV LONGWOOD, FI_ 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA SOUTH LOT #40 PROJECT# 1703.00 MODEL: "1755" C;ARAGIM S MNG: LEFT PAGE: I -''L E VATIO N )' A" LE FT & RIGHT ARCHITECT: STATE OF FLORIDA R SLC 2 ►AFS Ci AR, O DATE: 12/23/09 50:1/4 -11-0" ' 4AorSHERI DEADER SPAN CHART CONNECTOR SCHEDULE 5'-0" To SIMPSON STORY APPLICATION DFS. UPLIFT GRAVITY FASTNER i-- META -16 1450 x x 8 x 10 x 12 (1) lod x 1 1/2 I -PLY/ ((.) 16d 2 -PLY Q� Z (2) META -16 1985 (10) 1001 x 1 112 1 -PLY p CLEAR SWAN 1900 x & x 0 x 10 x 12 (14) trod 2 -PLY V) Q HETA-16 1810 (9) lod x 1 1/2 I -PLY/ (8) 1(g01 2 -PLY HETA-20 1810 (13) loci x I I/2 1 -PLY/ (8) trod 2 -PLY 2035 (t0) iod x 1 1/2 1 -PLY (2) HETA-20 2500 (12) 16d 2 -PLY MGT + 3965 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) lod TO WOOD HGT-2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD NGT -3 + 10530 (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD LTAI 1420 (12) 10d x 1-1/2' VGT 4940 (1) 5/8' A.T.R. IN HIGH STRENC-cTH EPDXY (MIN. IV EMBED), (16) SDS 1/4' X D. To WOOD (2) VGT (2-KT/3-H_T) 1185/8890 (2) 5/8' A.T.R- IN HIGH STRENGTH EPDXY (MIN. 12' EMDED), (32) SDS 1/4' X 3' TO WOOD MTS -12 1000 (14) loci x t 11-2 HT6-16 1150 00 lod x 1 1/2 HT6-20 1450 (24) loci x 11/2 LSTA-12 ++ 1325 (1o) lod 1_6TA-18 ++ 1235 (14) 10d V) 11ETA-18 ++ 1315 (14) 10d e META -24 ++ 1640 (18) 10d Lk� 115TA-36 ++ 2050 (26) 1001 1) 1`15TI-36 3800 C30 lod x 1 10 115TI-48 5065 (48) 10d x 1 1/2 H6 1350 (8) 8d TO PLATES, (8) 8d TO STUDS 5P4 885 (6) 10d x 112' To STUDS A33 150 (4) 10d TO 13FAM (4) lod TO P06T. HGP2 645 (6) 1001 x 1-1/2' Hlo 995 0(0) 801 x 1-1/2 ABU 44 2200 6665 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN, 1' EMDEDJ IN CONC. (12) 1601 TO WOOD V) ABU 66 2300 12000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (12)I6d TO WOOD 0:� LTTl9 +++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONC., (8)1001 TO WOOD O L7T205 +++ 1625 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY ' (MIN_ 1' EMBED.) IN CONC. C2) BOLT TO WOOD T C) Z HTT-I6 +++ 3955 (1) 5/8' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC, (18)1601 X 2 1/2 TO WOOD Q HTT-22 +++ 4168 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (32)Ibd TO WOOD HHDall-SDS 2.5+ 11,445 BGRE IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24rP5 4' x ' WOOD HD1 6480 (1) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED_) IN CONC. (3)Ya' STUD BOLTS TO WOOD MBHA 3x6/1125 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. TOP, (1) 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. FACE, (18)10d TO BEAM V) Ld w HU6C412 (WbOD) 3240 2510 (FLOG 3140 (ROOF) (10) 16d TO HEADER, (10) 16d TO WOOD 0 HUG410 (CMU) 1810 5085 10-1/4'x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) lod TO WOOD Z a T HIGH 5TREN6TH EPDXY - 5IMP60N 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINFFR OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUB6TITUTING FOR SIMILAR EPDXY PRODUcre. + WHERE ANCHOR EMBEDMENT 16 GREATER THAN 1' DEEP, THE VERTIGAL CELL IN C-N.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 1001 x 1 1/'1' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REGIUIRED FOR THIS APPLICATIGN PRIOR TO INSTALLATION. V) w F- +++ MINIMUM EMBEDMENT INTO THE TOP OF A SONDBEAM WILL DE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' d A.T.R. - A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR I" IU5T BE RESPONSIBLE FOR MAILING SURE THAT THE PROPER CORROSION PROTECTION 16 USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED GONNEGTORS, U5E FASTENERS GALVANIZED PER A5TM-AI53 USE OF EXPANSION ANCHOR5 WILL DE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTFN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON 61MP50N 'WOOD CONSTRUCTION CONNECTORS C-2009' , 'HIGH WIND-RE615TANT GON5TRUCTION G-HW05-R', T-ANCHORSI-EC01, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE d MA30NRY CATALOG 0-2009. DEADER SPAN CHART MINIMUM WALL AND HEADER STUD RECUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" To 51NGLF STORY APPLICATION 4'-11 1/2" 1' -II 1/2" ANP UP 51ZE CLEAR SPAN DBL2 DBL 2 DBL 2 DE3L 2 x x 8 x 10 x 12 Ui-TOS'-4" 5'-4" TO 7'-0" 1'-0" TO 10"-0" 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS 3 NUMBER OF FULL LENGTH STUDS 51ZE CLEAR SWAN DBL 2 DpBL 2 D13L 2 DBL 2 x & x 0 x 10 x 12 UP TO 5'-0" 5 TO ro'-4 /'-P" " 01-4'I TO 8"-011 0'-0" ANP OVER MINIMUM WALL AND HEADER STUD RECUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" To 8'-0" U.N.O. 4'-11 1/2" 1' -II 1/2" ANP UP NUMBER OF HEADER STUDS 5UPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER I 3 2 x 12 CW2 5i"P) NAIL (3) 1201 6"-V O.G. TYP. 2x.12 13M./HDR. FRAMINCS NOTES: 1. HURRICANE STRAP5 TO 5E MANUFACTURED 5Y SIMPSON STRON(:�-TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE A5 FOLLOWS, U.N.O: * TRUSS TO MASONRY/CONCRETE SHALL F3E META -1(o * FLOOR JOIST TO MASONRY/CONCRETE SHALL 5E HETA-10 AT EACH END AND 32" ON CENTER ON JOISTS FARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL F3E MTS -12 3.TRUSS TO TRUSS CONNECTIONS AND HANGER5 SHALL F3E DESIGNED AND SUPPLIED �3Y TRUSS MANUFACTURER. 4. REFER TO TRUSS i„iANUFACTURFR'5 SIC -;NFD AND SEALED DRAWING5 FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRU55E5. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REGI. ARE STANDARD U.N.O ON FRAMING PLAN (2. MIN. 2X4 HIP CUT E3LOC<ING SECURED W/3-106 GUN NAILS OR 3-12d NAND DRIVES @ EA. END. CUT P ITCH 4 �3E VFL TO FIT TIGHT TO TRUSS AS PER AFA REQUIREMENTS. l .— FRAMING PLAN ELEVATION 5'-8" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B" 9'-4" FEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" 99 A 99 9999 u J1 J3 (2) META -16 H15 H13 _ =1 OPT. :3rd CAR GARAGXE SOUTHERN TRUSS 05/27/09 A R C H I T EC T S Design Group �nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngeoup.com AA #: 0003325 SUBDIV• & ]LOT: TUSCA SOUTH LOT #40 PRO JEO`I'Ir 1703.00 MODE: 77 175577 GARAGE SWING: LEFT PAGE: FRAMING PLAN ELEVATION "A" lam. 77 C) ARCHITECT: STATE OF FLORIDA DATE: 12/23/09 SCALE: 1/4 =1' - 0" SHEET ELECTRICAL LEC -SEND SYMBOL DEFINITION NOTES d) 125V OUTLET 20 ANP CECT IIOV OUTLET VA LAUNDRY/WASHF=R 20/1 1 I/a of OUTLET 1500 REFRIGERATOR IIIDV OUTLET WIRED TO 14 1200 DISHWASHER SWITCH 3 14 1200 EQUIPEP WITH 15/1 4 110OUTLET GROUND FAULT INTERUPTER MICROWAVE/HOOD 15/1 5 !TAMPER M515TANT �(IF1IlIdGFI 220V OUTLET 4 WIRE �1LV VJ1J 10 CONNECTION WF` EXTERIOR GROUND FAULT 8 (D WATERPROOF OUTLFT INTERRUPTER 30/2 SWITCH 10 Its SWITCH 3 -WAY OPER. lt4 SWITCH 4 -WAY OPER. A/C CONPEN5ER WALL 15,1-1 9 MOUNTED SMALL APPIANCE CIRUITS 20/1 18,19,20 LIGHT 4500 3� CEILING LIGHT PROOFF LIGHTING/RECEPTQ 3 WATTS `Ol TO 29 14 Vf L IGHT TOTAL RECESSED 49392 TOTAL LESS A/C LOADS CAN VENT. FAN I CFM PER 10000 5Q. FT. 10000 VENT. FAN I CFM PFR W/L IGHT 50. FT. Q O 0 0 2' LIGHT STRIP (0550 W LIGHT STRIP PER NEC -220-30 (C) (5) TOTAL VA 4' RECESSED FLUORESCENT 2-5ULE WRAP LIGHT AROUND _ 2' FLUORESCENT — — _ TOTAL VA IN PANEL LESS A/C LOAD W FLUORFSCENT 21500 4' TRACK LIGHT ® PANE[- ANELMETER 11061 100% METER TOTAL VA SMOKE BATT. BACK-UP OS.D• DETFCTOR W/ HARDWIRE INTER - BATT. BACK-UP MOUNTED W/ HARDWIRE DETEC OR C rNNEC Eta BATT. BACK-UP (� CARBON MONOXIDE/ W/ HARDWIRE CONNEClEID `U'9/GO 5MOKF= DETECTOR SHALL BE A COMBO IDI6TANCE OF NOT I-ES5 THEN 4' FROM WALL PENDANT LIGHT TELEPHONE ® JACK WATER HEAT. WH DISCONNECT AIR CoND. A/G DISCONNECT TE=LEVISION T V' JACK OX REQUIRED TO BE SUPPORTED O J -BOX IN ANCE W/ BOXOMARKED AS SUCH FOR INSPECTION CEfLING F FAN/LIGHT CE LING oX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECT ION FLOOD LIGHT HSECURITY OPTIONAL KEYPAD PUSH- FOR P.B. BUTTON CHIMES 4 LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS To BE VERIFIED o 1- OMEOWNER PRE -CONSTRUCTION MEETINC-c. 4 ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 4 20 AMP DEDICATED LAUNDRY CIRCUIT. 4 GPI o ISLAND (NOT ON KITCHEN CIRCUIT) 4 DISHWASHER DISCONNECT TO 13E LOCKOUT IN PANEL 4 B.4THROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 2001,RE5IDENTIAI CODE TA5LE M15063) 4 LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS 4 WIRING METHOD SHALL BE NON METALLIC CABLE AS N.E.C. 2008 ARTICLE 300.(P) (2) o ALL RECEPTACLES TO BE TAMPFR- RESISTANT TYPE METER FIELD VERIFY LOC. OPT. �`� "~------ _ �^— OPT. COACH COACH LIGHTS LIGHTS ELECTRIC'AL ['LAN NOTE: ALL BRANCH CIRCUITS IN THE BEDROOMS ARE TO BE PROTECTED PY AN ARG -FAULT INTERRUPTER LISTED TO PROVIDE PROTECTION OF ENTIRE BRANCH CIRCUIT METER FIELD VERIFY CxFI LOC. WP OPT. COACH ` — L IGHTS OPT. COACH LIGHTS rj-�_OPT..3iird CAR.GARAGE #1115- LOAD INFORMATION SCAT :1/4"-1,_0„ SKEET DESCRIPTION CP CECT WIRE VA LAUNDRY/WASHF=R 20/1 1 12 1500 REFRIGERATOR 15/1 2 14 1200 DISHWASHER 15/1 3 14 1200 D 15POSAL 15/1 4 14 1000 MICROWAVE/HOOD 15/1 5 14 1500 DRYER 30/2 1,9 10 5600 RANGE 40/2 8,10 8 (D 12000 WATER HEATER 30/2 11,13 10 4500 A/C AIR HANDLER 30/2 12114 10 8000 A/C CONPEN5ER 30/2 15,1-1 10 30ro-1 SMALL APPIANCE CIRUITS 20/1 18,19,20 12 4500 1-1-15 SQ. FT, LIGHTING/RECEPTQ 3 WATTS 15/1 21 TO 29 14 5325 TOTAL VA 49392 TOTAL LESS A/C LOADS 38325 38325 IST 10000 10000 1005. 10000 REMAINDER PER 28.325 4050 11330 NEC -220-30 (B) A/H UNITS 1(0995 (0550 1104ro PER NEC -220-30 (C) (5) TOTAL VA 2862 AMPS 119 CALCULATION IF HEAT PUMP IS USED TOTAL VA IN PANEL LESS A/C LOAD 21500 HEAT PUMP LOAD PER NEG -220-30-(2) 11061 100% TOTAL VA 325ro-1 AMPS 13L NOTE: A1__.L F3REAKER'S SERVING PEDROOM RECEPTACLES SHALL 13E ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. SERVICE BY OTHERS POWER COMPANY PEDESTAL GRADE LINE SCALE: NTS NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE' NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. NEMA 3R M OPT. COACH L IGHTS (2)" 4/0 XHHW ALUMINUM CONDUCTORS (1) # 2/0 XHHW ALUMINUM NEUTRAL. (1) 11 4 XHHW ALUMINUM EQUIP.0-CRD COMBO DISCONNECT AND METER CAN 150 AMI- 120/240 MP120/240 VOLT 42 CIRCUITS MLO INTERSYSTEM BONDING 150 —TERMINAL AT LOW AMP. VOLTAGE CONNECTIONS PHONE / DATA — WEATHER PRon- F BOX CABLE / TV WEATHER PROOF BOX (1) *1 4 THHN/THWN COPPER SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.52(3). 5/8"DIA X SFT LONG COPPER GROUND ROD A R C H I T L C T 5 Design Group�nc. 1.441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 S BDIV. 8C IO b : �A TUSCA SOUTFI LO11 #40 PROJECT# 1703.00 MODEI=: >'1755>> GARAGE SWING: LEFT FACE: ELECTRICAL PLAN ARCHITECT: PLA1N- ARCHITECT: STATE OF FLORIDA z� #3 2,00s JAME$ CANTWE ARI NO 12079 DATE: 12/23/09 SCAT :1/4"-1,_0„ SKEET OF C (1)'5 REBAR VERTICALLY W/ GONG. POUR CELL R-42 INSULATION j ( - TEXTURED F-IN16H _ I[ S' CMU I/2' CaTP. WL. BD. WOOD BASE - t ' q 4' CONC, REINF. W/ 6'xb" 00 ULM OR d FIBFRMFSH ON 6 -MIL POLY • •, ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL L > in VREBAR ON CHAIRS 1 -STORY FOOTING W BLOCK WALL 1 6CALE: a � o a I 4' CCNC., REINF. W/ 6'x6' E 010/10 ULM OR HE,ERMESH ON 4' 6 -MIL POLY ETHYLENE VAPOR 0 B, 5ARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL (U'5 REBAR ON CHAIRS THICKEN EDGE d 4' CONC, REINF. W/ 6"x6' *10 ua-1 OR F15ER11TE61_1 ON 6 -MIL POLY 4' 4' ETHYLENE VAPOR 5ARRIER ON WELL -COMPACTED CLEAN TER111TE TREATED FILL GARAGE STEP-UP 5NON-BEARING SCALE: 1/2'=1'-0' GRADE a.'' aJ d d 4' GONG, RE INF. W/ 6'x6' -10 UU1M OR • ° 0, • FI5ER"IESH ON 6 -MIL POLY ETHYLENE VAPOR HARRIER ON > WELL -COMPACTED CLEAN TEWITE O I 8° 8" 4"TREATED FILL 4" 5 REBAR ON CHAIRS (�)CONE�N �PAD POURED LINTEL CONT. (TTP.) :r 8' GMU FILLED GFLL (TYP.) —2X WALL FRAMING (4) VX'1' ANCHOR BOLTS or (4) )J'XT' J -BOLTS MIN. 5' EMBEDMENT W/ 2'X2'XI/8' WASHER AND NUT SPACED EVENLY FROM FLOOR TO 15OND BEAM. SET IN JOINTS PRIOR TO FILLING,. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT./INT, FRAME WALL TO 15 BLOCK WALL CONNECTION 6GALF: 1/2'-]'-V' (U -5 REBAR SET IN SIMPSON HIGH STRENGTH EPDXY -1' EMBED- MIN. 4' CONC, REINF. W/ 6'x6' -10 WWM OR <' HE3ER'1ESH ON 6 -MIL POLY q ETHYLENE VAPOR E3ARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL TYP. RETROFIT FOR OMITTED DOWELS SCALE: 1/2'-1'-0' SECURE 15T. PLATE TO BLK W/ i' ANCHOR 15OLT W/ 2' WASHER SET IN SIMPSON HIGH 5TRENGTH EPDXY T' EMBED. MIN. to 32' OC MAX. Y4' GONG-, REINF. W/ 6'x6' -10 ILU1M OR FIBFRMESH ON 6 -MIL POLY z W ETHYLENE VAPOR 5ARRIER ON F > WELL -COMPACTED CLEAN TERMITE 8„ 4" TREATED FILL 1'-4" (2) -5 REBAR ON CHAIRS 1 -STORY FOOTING •W. W UPLIFT F.. SCALE: 1/2'+I'-®' 6TUD6 16' O.G. MAX 5 1/2' e HEAD OF GARAGE VARIES WITH SLOPE 6ECURE BT. PLATE To 6LA5 W/ ANCHOR BOLT W/ 2' WASHER BET IN w SIMPSON HIGH STRENGTH EPDXY I- EMBED. MIN. * 32' OC MAX. > J • 4' CONG., REINF. W/ 6'x6' "IfD ULM OR FI15ERME5H ON 6 -MIL POLY lil ETHYLENE VAPOR BARRIER ON ? WELL -COMPACTED CLEAN TERMITE m 0 4' 8" 4' 4" TREATED FILL (2) -5 RFf3AR ON CHAIRS GARAGE STEP- UP 1 -STORY L.B.W. (A) SCALE: I I RECE88 FOR 5txD. TRACK N FIN16H FLOOR AC q d ,a SLAB_ AT S. G. D. SCALE: P -P -m' CAULK AND SEAL _ GAS LINE I I' PVC SLEEVE FOR GAO LINE e' CMU DRYWALL WOOD DA5E ad a. In: a. d• , a ' 1 GAS LINE THRU BLOCK BGALF: I'•I'-0' SECURE 5T. PLATE TO BLAB W/ I' ANCHOR BOLT W/ 2" WASHER SFT IN 6IMP6oN HIGH STRENGTH EPDXY T' EMBED. MIN. m 32' OC MAX, 4" CONC., REINF. W/ 6'x6' X10 1J U-1 OR FIBERIIE6H ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL (3) 05 RFBAR ON CHAIRS 2 -STORY FOOTING AT L.B.W. 5 1/2' ■ HEAD OF GARAGE VARIES WITH SLOPE 5FCURF BT. PLATE TO SLAB W/ }' ANCHOR BOLT W/ 2' WASHER 6ET IN 61MP8ON HIGH STRENGTH EPDXY 71' EMBED. MIN. m 32' OC MAX. Q r-- U ° 4' CONC., REINF. W/ 6'x6' 010 WW OR FIBFRMF5H ON 6 -MIL POLY ? ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE 14 TREATED FILL -g (3) 05 REBAR ON CHAIRS GARAGE STEP-UP A 2 -STORY L.B.W. REGE6B FOR GARAGE DOOR 4" GONG., REINF. W/ 6'x6' 010 WIN OR FIIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR HARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL (1) -5 REBAR ON CHAIRS g11 GARAGE DOOR FOOTING SCALE: 6FCUFRE EST. PLATE TO SLAP W/ 10d CUT NAIL6/ MASONRY NAIL m 32' O.C. MAX 1 -STORY FOOTING R AT L. B. W. W NO -UPLIFT EXTENDED BLAB 11/2' CURB HEIGHT VARIES 1/2' RECESS FOR SERVICE DR m 4' CONC, RE INF. W/ 6'x6' 010 WulM OR FIBER'•lE6H ON 6 -MIL POLY • '.q a ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL (2) 5 REBAR ON CHAIR6 �O tJ SLAB AT GARAGE SERVICE DOOR SCALE: 1/2'=I'-0' �1 NOT USED (2) 5 REBAR ON CHAIRS 2 -STORY (3) -5 REBAR ON CHAIRS (U 45 REBAR VERTICALLY W/ CONC. POUR CELL R-4.2 INSULATION _ = s' GNU 1/2' [EYP. WL. 5D. - WOOD SASE TEXTURED FINISH R -ll INSULATION MIN. STUDS 16' O.C. MAX 1/2' GYP. WL. BD. w G" WOOD BASE { SECURE BT. PLATE TO BLK W/ > ANCHOR BOLT W/ 2' WASHER 5ET IN SIMPSON HIGH STRENGTH EPDXY l' p EMBED. MIN. 32' OC MAX. r :C io �.' 4' CONC, REINF. W/ 6'x6' -10 ULM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL n 0 (2) 45 REBAR ON CHAIRS 1 -STORY FOOTING 3 W FRAME WALL 6CALE: V2'•I'-0' (1) 5 REBAR VERTICALLY W/ CONC. 4' CONC., REINF. W/ 6'x6' 010 wal OR - POUR CELL FIBERME5H ON 6 -MIL POLY z uW ETHYLENE VAPOR 5ARRIER ON WELL -COMPACTED CLEAN TERMITE O TREATED FILL 4" 8 4" (2) •5 REBAR ON CHAIRS 1 -STORY FOOTING R AT L. B. W. W NO -UPLIFT EXTENDED BLAB 11/2' CURB HEIGHT VARIES 1/2' RECESS FOR SERVICE DR m 4' CONC, RE INF. W/ 6'x6' 010 WulM OR FIBER'•lE6H ON 6 -MIL POLY • '.q a ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL (2) 5 REBAR ON CHAIR6 �O tJ SLAB AT GARAGE SERVICE DOOR SCALE: 1/2'=I'-0' �1 NOT USED (2) 5 REBAR ON CHAIRS 2 -STORY (3) -5 REBAR ON CHAIRS (U 45 REBAR VERTICALLY W/ CONC. POUR CELL R-4.2 INSULATION _ = s' GNU 1/2' [EYP. WL. 5D. - WOOD SASE TEXTURED FINISH R -ll INSULATION MIN. STUDS 16' O.C. MAX 1/2' GYP. WL. BD. w G" WOOD BASE { SECURE BT. PLATE TO BLK W/ > ANCHOR BOLT W/ 2' WASHER 5ET IN SIMPSON HIGH STRENGTH EPDXY l' p EMBED. MIN. 32' OC MAX. r :C io �.' 4' CONC, REINF. W/ 6'x6' -10 ULM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL n 0 (2) 45 REBAR ON CHAIRS 1 -STORY FOOTING 3 W FRAME WALL 6CALE: V2'•I'-0' T_ _ (U -5 REBAR VERTICALLY W/ CONC. POUR CELL R-42 INSULATION z = TEXTURED FINISH a' CMu ry z 1/2' GYP. WL. 5P. U I - WOOD BASE O d ro 4' CONC, RE INF. W/ 6 "xb' 010 UWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL i > (3) 5 RE5AR ON CHAIRS 0 4" 6' 6' 4" 2 -STORY FOOTING 13 W "L C K WALL TIE VERTICAL fOiBAR TO HORIZATIONAL REBAR W/ 6' HOOK `I GROUTED E30ND BEAM ' I (1) 5 REBAR VERTICALLY W/ CONC. Z q w 4' W/ WuM - POUR CELL 8' GMU w POR INSPECTION �Q 6, FIBERMESH ON -MIL POLY 1/2' GYP. WL, BD. w O I CURB HEIGHT VARIES r 6 r SECURE 5T. PLATE TO 5LK W/ = WELL COMPACTED CLEAN TERMITE E ANCHOR BoI_7 W/ 2' WASHER SET IN 4' CONC., REINF, W/ 6'x6' 010 UXJM OR TREATED FILL '. FIBERME5H ON 6 -MIL POLY p ,. ETHYLENE VAPOR BARRIER ON _ WELL -COMPACTED CLEAN TERMITE H\ (2) 15 REBAR IN 1-6TORY TREATED FILL I 4' S' 4" (2) 95 R)=BAR ON CHAIRS O "� U 1'-4' 1 -STORY FOOTING 3 AT GARAGE 5CALE- T_ _ (U -5 REBAR VERTICALLY W/ CONC. POUR CELL R-42 INSULATION z = TEXTURED FINISH a' CMu ry z 1/2' GYP. WL. 5P. U I - WOOD BASE O d ro 4' CONC, RE INF. W/ 6 "xb' 010 UWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL i > (3) 5 RE5AR ON CHAIRS 0 4" 6' 6' 4" 2 -STORY FOOTING 13 W "L C K WALL TIE VERTICAL fOiBAR TO HORIZATIONAL REBAR W/ 6' HOOK `I GROUTED E30ND BEAM ' I Z q w 4' W/ WuM W �° CLEANOUT REQUIRED _TlZ _ CGNG.REINF. 6'xb''n0 OR nq POR INSPECTION STUDS 16' Off. MAX 6, FIBERMESH ON -MIL POLY 1/2' GYP. WL, BD. ETHYLENE VAPOR BARRIER ON 6 r SECURE 5T. PLATE TO 5LK W/ = WELL COMPACTED CLEAN TERMITE E ANCHOR BoI_7 W/ 2' WASHER SET IN E TREATED FILL T p d n ®'-0' FIN. FLR. (2) 15 REBAR IN 1-6TORY I (3) 5 REBAR v 2-5TORY r (1) 5 VERT. DOWEL—TIE i q n VERTICAL REBAR '<: 'd y- --- ( LAPPED W/ BOND BEAM - - 6' PVC CHASE THRU FOOTING q •' TO HORIZATIONAL d OUTSIDE REBAR TO BE d CONTINUOUS (U -5 MBAR At CORNERS W/ 25' LAP MIN. -� _ d' REBAR w/ 8 HOOK q z , • . a d d W I -STORY GROUTED SONP 13FAM ;:.•-•0 4" S" 4" (2) 5 REBAR ON CHAIRS ", 0 I42-BTORY '-" (3) 5 REBAR ON CHAIRS 2'-I' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL REBAR LAP ArI' FOOTING C AT LINTEL CORNERS D W BLOCK WALL REINFORCING SCALE: 1/2' • 1'-0' SCALE: 1/2'.1'-0' SCALE: I/2' • I'-0' 8CALE: 1/2'-1'-0' :1E' ' 0 0 '_' :E lzS _P 'T' I_' I TL -T I S T I S 7L, A 1E3 ' S TO 13 E M 11_N- _ 12 ' ' E3�E L, C7 WCJ 11�T I� 7C S '�C' -�T 7� �3 � 1� S O I I-, jllc-- � d a 4' CONC", REINF. W/ 6"xb' 110 ULM OR ° FIBERMF5H ON 6 -MIL POLY • •' • ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL } 0 4' 6" 6" 4" (3) " REBAR ON CHAIRS �n I' -B" 2 -STORY FOOTING WW/ FRAME WALL SCAIrt: 1/2"-l'-0' _ (U -5 RE15AR VERTICALLY W/ CONC. POUR CELL 8' CMU z = GURS HEIGHT VARIES - 4' CONC, REINF. W/ 6'x6' 010 UU l OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON i9 0 I WELL-COMPAC;=RM TP CLEAN TFITF F TREATED FILL w - E (3) -5 REBAR ON CHAIRS a d � � s . ( Q 4,6" 6" 4' 2 -STORY FOOTING 6,_ATG„.: 14 NOT USED TEXTURED FINISH GROUTED DOND REAM R-11 INSULATICN MIN, STUDS 16' Off. MAX 1/2' GYP. WL, BD. BASE litWOOD r SECURE 5T. PLATE TO 5LK W/ ANCHOR BoI_7 W/ 2' WASHER SET IN E 51MP5ON HIGH STRENGTH EPDXY l' p EMBED. MIN. a 32' OC MAX. Q jllc-- � d a 4' CONC", REINF. W/ 6"xb' 110 ULM OR ° FIBERMF5H ON 6 -MIL POLY • •' • ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL } 0 4' 6" 6" 4" (3) " REBAR ON CHAIRS �n I' -B" 2 -STORY FOOTING WW/ FRAME WALL SCAIrt: 1/2"-l'-0' _ (U -5 RE15AR VERTICALLY W/ CONC. POUR CELL 8' CMU z = GURS HEIGHT VARIES - 4' CONC, REINF. W/ 6'x6' 010 UU l OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON i9 0 I WELL-COMPAC;=RM TP CLEAN TFITF F TREATED FILL w - E (3) -5 REBAR ON CHAIRS a d � � s . ( Q 4,6" 6" 4' 2 -STORY FOOTING 6,_ATG„.: 14 NOT USED HORIZONTAL/VERTICAL REINFORCING AT BEARING CHANGE $GALE: A R C H ! T E C TS I 1441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 zaLQ a� Z 9UBDIV. & LOT: TUSCA SOUTH LOT X40 PROJECT# 1703.00 MODEL: ”" 1755 GARAGE SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAIL SEC' -_PIONS ARCHITECT. rSTATE OF FI_®RIQAA ' 4Fj 2009 JAME� QANTIWELL AR NO'12079 DATE: 12/23/09 SCS: 1/4,p=1,_O„ GROUTED DOND REAM �I-VARIE5 PER ELEV. '. TIE VERTICAL REBAR E .. TO HORIZATIONAL Q a .' REBAR W/ 8' HOOK VARIES PER ELEV. TI GROUTED SONP 13FAM II L o 0. CLEANOUT REQUIRED ' FOR INSPECTION T rz 41 TIF VERTICAL REBAR TO HORIZATIONAL d. REBAR W/ 8' HOOK �n O HORIZONTAL/VERTICAL REINFORCING AT BEARING CHANGE $GALE: A R C H ! T E C TS I 1441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 zaLQ a� Z 9UBDIV. & LOT: TUSCA SOUTH LOT X40 PROJECT# 1703.00 MODEL: ”" 1755 GARAGE SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAIL SEC' -_PIONS ARCHITECT. rSTATE OF FI_®RIQAA ' 4Fj 2009 JAME� QANTIWELL AR NO'12079 DATE: 12/23/09 SCS: 1/4,p=1,_O„ PANEL ANCHOR SEALANT 3/- -EXPANSION STRIP FREE OF MORTAR PANEL ANCHOR 1/4" EXP. BOLT TWO PER ANCHOR lot WALL FRAME SHOWN HERE ---___ FOR ILLUSTRATIVE PURPOSES ONLY. WALL FRAMING CAN BE CONCRETE, MASONRY, WOOF-) STEEL OR ANY OTHER STRUCTURAL SURROUND PANEL ANCHOR STYLE CONSTRUCTION °" — SIDES C� SECURE 2x6 MIN. TO BLK W/ (2),' ANCHOR E30LT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 4' EMBED. CJ SECURE 2x4 ON FLAT TO OLK W/ CUT NAIL 5. 2X6 GARAGE DOOR BUCK W/ l3) Y"X8" J-BOLT5 4" EMBEDMENT MIN. W/ 2'X2'XYa WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK 1w CENTER OF DOOR HEADER W/(1)y'X8' J -BOLTS 4' EMBEDMENT W/ 2'X2 "XYa' WASHER AND NUT GARAGE DOOR 3 BUCK ATTACHMENT SCALE: 1/2'=V-0" 8 NUT USED 0 LINTEL PLATE — 3/8" EXPANSION STRIP FREE OF MORTAR LINTEL / SEALANT TO BE MIN. 1/2" DEEP SEE NOTE EXPANSION STRIP PANEL ANCHOR GLASS BLOCK NOTE. THIS DIMENSION IS DETERMINED DY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER A5OVE THE GLA55 BLOCK. PANEL REINFORCING 1w EVERY OTHIFER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT ACROSS EXPANSION JOINTS GLASS f5LOCK POSITION (2) 1-1/4" S-4 HEX WASHER HEAD WITH ANTI -CORROSIVE COATING TIGHT TO BEND OF ANCHOR AND END OF SLOTTED HOLE TYPE 5 OR N MORTAR 1/4" MIN. 1/2" MAX. PANEL REINFORCING MORTAR ASPHALT :EMULSION -3/4" X 20 GAUGE X 24" LONG r-iALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL 2X4 SECURED TO GABLE END WK2)12d,wEA. UPRIGHT 2X4 5ECURED t0 GABLE ENC: W/(2)12d rol-a' O.C. L-30 a GABLE BLOCKING TRUSS- I 2x4 BLOCKING m EA. RAFTER L-30 EA. RAFTER H2.5 EA. RAFTER 2x4 RAFTER w 24' O.C. 2x4 FRAMING (TYP) q- FRAMED 0 VERHANG N.T.S. 2X4 D3L TOP PLATE— 2x4 METAL STUD 24" O.G. 1/2" DRY WALL 2X4 16" D.G. MAX 2X4 PT. " RT. PLATE s 1/2AB W/ MIN. -f' EMBEDMENT 2' DIA_ WASHER 32' D.G. MAX 05 REBAR CONT, 09 WOOD FRAME TO BLK. SCALE: 1/2"=1'-0' SPARK ARREST PER MANUFACTURER IX2 FT. TOP OF BOX DBL. TOP PLATE — 2X4 STUD TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON O.S.B. SHEATHING OR;' CDX PLYWOOD PRE. ENG. TRUSS g2LAN VIEW SCALE: 1/2' =11.0 SIMPSON H-5 (MIN.) -0 2x4 TO TRU65 PRE, ENG. TRUSS 5P4 OR H-5 TOP PLATE TO 5TUD5 2A ,'-0" ABY. 10"-0' LEVEL TO ROOF 7R 2'-0' A15V. HIGHEST RIDGE WITHIN 10'-0' SIMPSON H-5 (MIN.) 'Q 2X4 TO TRU55 CHIMNEY DETAILS SCALE: 1/2 • =1' -(D" PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS m 16' D.G. MAX 51MP50N LSTA-12 m EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS 9 16" O.C. MAX W/ SHEATHING. SHEATHING TO 13E WITHIN J" OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY w A TIME. USE 126 NAILS, TWO WITHIN 6" FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED SP4 OR H5 -0 TOP AND BOTTOM PLATES m EA. FULL LENGTH 57UD, BOTH SIDES OF OPENING. SHEATHINGS TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE TYP. EXTERIOR WINDOW/ �,DOOR OPENING WD FRAMED SCALE: I/211= I I _0. NAILING SCHE®ULE ROOF DIAPHRAGM USE 1/16" O.S.B. OR 1/2' CDX PLY WITH 08 RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND "S RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 415 GUN NAILS +v 4' O.C. EXTERIOR SHEATHING USE 1/16" 0.5.5. OR 1/2' PLY WITH *8 RING SHANK GUN NAILS AT 6' O.C. AT PANEL SIDES AND "8 RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND 08 RINGS SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE 5UPPORT5. 5EE DETAIL-. NOTE: RING SHANK GUN NAILS SHALL BE PER AS AN ACCEPTAELE FASTENER FROM ANY MANUFACTURER. NAL fi; EEaWf EE LENTS SIZE Hf=AD LENGTH DIA. TEN511_E 5T 8d ROUND,MODIFIED 1l/8' .113 110,000 OR T ROUGH OPENING uP ro al_�I loci ROUND,MODIFIED 21/8' .128 110,000 OR T _ TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPAC)=8 AT EACH END. NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS 5TAPLE, NAIL 4 TOOL A590CIATION I. 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING 2 RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4. 0.25(0 INCH FULL ROUND HEAD DIAMETER 5.2 INCH NAIL LENGTH AND EN1)UJALL 5F;,:)AC INCA FOR, C_ AE3LE END FRAMING; �SECURE 2x TO 5LOCK W/ (2) 1' TAPCONS OR -\ DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 14") WITHIN 8' OF EACH END AND 18" O.C. MAX SPACING. ir" -' O.5.B. SHEATH INC, OR---, PR7ECABTL ROUGH OPENING uP ro al_�I G' U F r� _ PRECA5T BILL �SECURE 2x TO 5LOCK W/ (2) 1' TAPCONS OR -\ DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 14") WITHIN 8' OF EACH END AND 18" O.C. MAX SPACING. ir" -' O.5.B. SHEATH INC, OR---, ' CDX PLYWOOD �SECURE 2x TO 5LOCK W/ (2) 1' TAPCONS OR -\ DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 14") WITHIN 8' OF EACH END AND 18" O.C. MAX SPACING. s'y Ll =' -' O.5.B. SHEATH INC, OR---, ' CDX PLYWOOD 2x4 BLOCKS CMU WALL ARCH 'WINDOW FRAME A SECTION SCALE: 1/2'=I' -0' NOTE: TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (O.S.f3. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT v OPENINGS "8 RING 51-1ANK GUN NAILS to 4' O.C. TOP 4 BOTTOM EDGES 4 m a w �Q Q li mmnQ z� PRE"'• _i, ir_r_oe-r TRUE MT5 - -I/16' 2X4 BTM. PLA" MT5- {32' C I RE `i -I •111 �i--.l--.I �l--.Y TRU55 2X4 DBL. TOP PLATE 2X4 STUD 16' O.C. -1/Iro" 05.13. 1/2' A.B. W/ MIN. _1" EMF3EDMENT LOCATE 6"-8" FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META -16 8' CMU WALL KNEE WALL DETAIL (�)�MAL BLOCK: 1/2' =1' -0" 6'_0' 2X4X4' SECURI; TO TRUSS W/ 3-12d 6"-8" O.C. MAX TYP. 2X4 SECURE TO 2X4 ELK W/2 -12d - SECURE TO ELK W/ META -16 2' 0" E XT SCALE: 1/2",1'-0' "8 RING SHANK GUN MAILS IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0.5.8. TO BE STRUCTURAL GRADE) *8 2' DECK SCREWS 6 6"-8" O.C. MAX -w EDGES 4 12' O.G. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND 53=YOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T4G SUB -FLOOR DECKING GLUED to ALL EXPOSED MEMBERS DR. PRE -ENG. TRUSS — r DBL. 2X TOP PLATE 2X BLOCKING tv TOP OF l/16' 0.5.13. 2X 0TUD5 16" O.C. MAX. 2X BTM. PLATE It 3/4' FLOOR DECKING PRE- ENGINEERED e FLOOR TRUSS 2X4 a TOP 4 BOTTOM CONT. - HETA-16 BLK WALL Q CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK. W/ 1/4' GAP FROM BLK. TD 0.8.5. [�2 HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF 0.5.8. TO PROVIDE CONT_ NAIL PATTERN O REMAINING AREA TO BE SHEATHED FROM D13L. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING e TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW �5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE_ 1/2'=1'-0' A R C H I T E C T S 1_441 N. RONALD REAGAN BLVE LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA '#: 0003325 SUBDIV. IST: TUSCA SOUTH LOT X40 PROJECT# 1`03.00 MODEI.: "1`55" GARAGE SWING: LEFT PAGE: misc. DETAILS ARCHITECT: NATE OF FI_©RISA btic DATE: 12/23/09 SCARE: 1 /4" =1' - O ), SI RET D2 ®�'k__1/1 1=18ERGLA55 SHINGLES 2x4 BLOCKING BETWEEN 2x4 BLOCKING BETWEEN OVER #15 FELT PAPER ON FIBERGLASS SHINGLESTRUSSES AT FIRST TWO BAYS 1i TRUSSES AT FIRST TWO BAYS OVER #15 FELT PAPER ON 4'-0" O.C. CAT SHEATHING O.S.B. SHEATHING OR 2 4'-0" O.C. CAT SHEATHING CDY X PLYWOOD SD ECURE7777SEAMS) 16 D.S.B. SHEATHING OR 2" SEAMS) PER NAILING SCHEDULE CpX PLYWOOD SECURED PRE -ENG GAPER NAILING SCHEDULE BLE TRUSS PRE -ENCS GABLE TRUSS P.T. 1x2 W/ MTL. DRIP EDGE 2x4 NAILER MTL_ DRIP EDGE CONT. 2x4 RAT RUN SECURED W/ (2) FI5ERGLA55 SHINGLES 2x4 SU15-15AND126'5 'a EACH TRUSS OVER #15 FELT PALER ON CONT. 2x4 RAT RUN SECURED 2x4 SUB-k3ANp TO BE INSTALLED MID_ POINT OF 1 ALUM. SOFFIT W/ (2) 126'5 EACH TRUSS ALUM. SOFFIT TRUSS SPAN, OR 10'-0" O.C. MAX. I� -6-5-SHEATHING OR STIFFBACK AT ALL UPRIGHTS TO BE INSTALLED MfD. GDX PLYWOOD SECURED OVER 4'-10" HIGH (SEE POINT OF TRUSS SPAN, OR STIFFBACK AT ALL SEE ENERGY CODE FORMS PER NAILING SCHEDULE SEALED ENG. FOR SIZE 4 10'-0" O.G. MAX. UPRIGHTS OVER 4'-10" FOR INSULATION R -VALUES. CONDITION.) HIGH (SEE SEALED ENG. _ s° GYPSUM BOARD OR 2" PRE -ENG TRUSS-- _ = SEE ENERGY CODE FORMS 1„ SEE ENERGY CODE FORMS FOR SIZE 4 CONDITION.) __ I6 O.S.B. SHEATHING OR 2 , FOR INSULATION R -VALUES. HIGH STRENGTH GLC. — - FOR INSULATION R -VALUES. I� O.S.B. SHEATHING OR 2 - BOARD MTL. DMP EDGE _ _ I„ CDX PLYWOOD. ATTACHED 8" GYi=SUM BOARD OR 2" CF -)X PLYWOOD. ATTACHED = _ 2x4 NAILER GYPSUM BOARD OR' z HIGH PER NAILING SCHEDULE ON STRENCTN GLC. PER NAILING 5GI-1EDULE ON 2x4 5UB-BAND _ — - STRENGTH �G. B ARD SHEET D5 BOARD SHEET D5 = - KNEE UJALL.C. INTERIOR °I^ CONC. FILLED LINTEL BLK VENTED ALUM. SOFFIT = - /� THICK, 3 COAT CEMENT _ GONG- FILLED LINTEL 8LK Ya" THICK, 3 GOAT CEMENT W/ (1) REB.�R CONTINUOUS PLASTER OVER GRADE W/ CU #5 REBAR CONTINUOUS = CONC. FILLED LINTEL BLK PLASTER OVER GRADE EMBED. STRAP VERIFY W/ PRECAST LINTEL "D" FELT PAPER BACK 1�-4.2 �3ATT. INSUL._ "D" FELT PAPER BACK W/ (1) #5 REBAR CONTINUOUS METAL LATH OVER METAL LATH OVER TRUSS PLAN R-4.2 BATT. INSUL. APPROVED HOUSE WRAP PRECAST LINTEL APPROVED HOUSE WRAP PRECAST LINTEL WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT A5 OR GRADE "D" FELT WINDOW ATTACHMENT AS PAPER THICK, 2 COAT CEMENT PER MANUFACTURES PER MANUFACTURES PAPER' PER MANUFACTURES PLASTER APPLIED SPECIFICATIONS WEEP SCREED SPECIFICATIONS WEEP SCREED SPECIFICATIONS DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL 2) PRECAST SILL (5EE DETAIL 2) PRECAST SILL (1)'15 REBAR VERTICALLY SECURE GABLE TO 2x6 P.T_ (1) *15 REBAR VERTICALLY SECURE GABLE TO 2x6 F'_T_ l VP -- - (1) 415 REBAR VERTICALLY PLATE W/ 126'5 8" O.C. MAX PLATE W/ 12d'S 8" O.C. MAX r - -- W/ GONG. POUR CELL W/ CONC. POUR CELL W/ GONG. FOUR CELL 1x2 P.T. FURRING STRIPS SECURE 2x6 PT. PLATE TO Ix2 P.T. FURRING STRIPS SECURE 2x6 PLATE PT. ATE TD Ix2 F'_T_ FURRING STRIPS- (- I = I = 16 O.G. BLK W/ '"x9" ANCHOR BOLT W/ _ _ 16 O.C. LK W/ 2"xg" ANCHOR BOLT W/ _- _____ -- _ 16" O.G. - _ 2" uJASHER SET IN SIMPSON 2" WASHER SET IN 51M1�5oN - - - �``�~ 8" GMU 8 CMU __- � CMU HIGH STRENGTH EPDXY -1" : I _ HIGH STRENGTH EPDXY -i" _ - -- _ 1/2" C -;YE'. WL. 8D. 1/2 C�YP. WL. 8D. - 1/2 CrYP. WL_ F3D. — WOOD BASE EMBED. MIN. e 32" OC MAX. _ WOOD BASE EME3ED. MIN. � 32 OG MAX. WOOD BASE "THICK, 2 COAT CEMENT vI .Mv. "' THICK, 2 COAT CEMENT I 4 �� oe PLASTER APPLIED PLASTER APPLIED 14 4 Q pIRECTLY TO MASONRY DIREGTLY TO MASONRY � � . v q q 4 STORY GABLE I -STORY 1 -STORY GABLE W/ VAULT CLG. B LO C K -WALL BLOCK WALL BLOCK WALL 1 A SCALE. 3/4" =1'-0" 1 B SCALE: 3/4" =1'-0" 2X4: [81 2X4: ® 2X4: SECURE TO BLOCK W/ 3/(b' SECURE TO 5LOCK W/ W6' SECURE TO 5LOCIC LU/,V4' TAPCON5 OR DRIVE PIN TAPCON5 OR DRIVE PIN TAPCON5 OR DRIVE PIN (MIN. SHANK 51ZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK 51ZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EM5EDMENT 1 Y4') MIN. EMBEDMENT 1 Y4") — MIN. EMDEDMENT 1 Y4') WITHIN 8' OF EACH END 4 WITHIN S' OF EACH END 4 WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 18' O.G. MAX SPACING. 18' O.C. MAX SPACING. S' CMU 2XCa: ® 2X6: ® 2X6: DRYWALL SECURE TO 5LOCK W/2 -W&' NOTE: STRUCTURAL 2X MUST SECURE To BLOCK W/2-3Xb' SECURE TO BLOCK W/1-1/4' NOTE: STRUCTURAL 2X TRUST I"X4' OR 1"X2' P.T. NAILER TAPCON$ OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCON5 OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCON5 OR DRIVE PIN THROUGH OU OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK 51ZE .145 THROUGH NOMI STRUCTURAL Ix4 P.T_ OR FI/4'X4' MIN. SECURE MIN. HEAD SIZE 300 %' TAPCON MIN. I -Y4' MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 EM TAPCON MIN. 1-y4' THRU FRAME 4 EXTEND I -Y4' MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BI-OCK. MIN. EMBrHDMENT 1 Y4") 3&," TAPCON MIN. I -Y4' MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO 13LOGK. INTO BLOCK W/ 3/(6' TAPCON5 WITHIN 8' OF EACH END 4 WITHIN a' OF EACH END 4 EMt3EDMENT INTO 1 LOCK. WITHIN 8' OF EACH END 4 2" GDX(MIN. SHANK SIZE .145 RIVE FIN 15' O.C. MAX SPACING. ' pRUr'WALL 18' O.C. MAX SPACING. 8" CMU 18' O.C. MAX SPACING. S" CMU MIN. HEAD SIZE . .14 2X8: ® , , 2X8: ® 2Xa, ® Yz' DRYWALL T1'VEK BUILDING WRAP 3 I X4 OR I X2 P.T. NAILER 3 V DRYWALL SECURE TO BLOCK W/I-1/4' I'X4' OF, I"X2' P.T. NAILER F1 MIN. l;Mt3EDMENT I -Y4 SECURE TO 5LOCK W/2 -/W6 SECURE TO BLOCK W/2-3/� WITHIN S' OF EACH END 4 18' TAPCON5 OR DRIVE PIN 3/(6' 0.5.5. X 4' MW. TAPCON5 OR DRIVE PIN I'X4' OR I'X2' P.T. NAILER TAPCON6 OR DRIVE PIN Yb' O.5.B. X 4' MIN. y PAPER BACKO.G. MAX SPACING (MIN. SHANK SIZE .145 -�'� DOOR CA51NCx (MIN. SHANK SIZE .145 `� -- DOOR CASING (MIN. SHANK SIZE .145 DOOR CASINGS G4LV'D MTL. LAIN --DOOR CASING MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD 61ZE .300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW MIN. EMB=DMENT 1 Y4") DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') DOOR JAMD OR WINDOW % WITHIN S OF EACH END 4 ATTACH TO 2X PER WITHIN a' OF EACH )=ND 4 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 ATTACH TO 2X PER �-�x7-URD '--DOOR JAMB OR WINDOW MANUFACTURES DETAILS. MANUFACTURES DETAILS. ATTACH TO 2X PER IS' O.G. MAX SPACING. 18' O.C. MAX SPACING. 18' O.C. MAX SPACING. MANUFACTURES DETAILS. Xff FINISH o WOOD MANUFACTURES DETAILS. WOOD J' WEEP SCREED 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 (IDC) NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAM15 (DO NOT EXCEED Y4'') CONSTRUCT I ON " 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 A WINDOW TO BLOCK +3/4 OR +5/4 � WINDOW TO BLOCK +1-15 16" � WINDOW TO TL�QCK�+3�"SCALE: 1'=1'-0' SCALE: I"=1'-0' SCALE: 1'=I' 2x4: ® 2x4: ® 2x4: ® 2x4: SECURE TO BLOCK W/ 3(r,' SECURE TO BLOCK W/,(6' SECURE TO BLOCK W/ Syr' SECURE TO BLOCK W/4' TAPCON5 OR DRIVE PIN TAiPCON6 OR DRIVE PIN TAPCON5 OR DRIVE PIN TAPCON5 OR DRIVE PIN 1/2" TEXTURED (MIN. SHANK SIZE .145 (MIN. SHANK 51ZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK 51ZE .145 MIN. HEAD SIZE 300 MIN. HEAD 51ZE 300 MIN. HEAD 51ZE 300 MIN. HEAD SIZE 300 FINISH Q MA50NRT' MIN. EMBEDMENT 14") MIN. EMBEDMENT 1,V4') MIN. EMBEDMENT 1 Y4") NOTE: STRUCTURAL 2X MUST MIN. 1=MDEDMENT 1 Y4') WITHIN 5' OF EACH END 4 WITHIN 8' OF EACH END 4 WITHIN 5' OF EACH END 4 BE ON OUTSIDE 4 SECURED WITHIN 8 OF EACH END 4 18' O.G. MAX SPACING. IS' O.C. MAX SPACING. 18' O.G. MAX SPACING. THROUGH NON-STRUCTURAL 18' O.C. MAX SPACING. 2X6: r-'3:Zl 2X6: ® 2X6: 3 2X6: NOTE. STRUCTURAL 2X MUSTW/2-34' M TAPGON MIN. I -Y4' SECURE TO BLOCK W/1-1/4' SECURE To BLOCK W/2 -3/(b' SECURE TO BLOCK W/2-3if6' SEC:UR-. TO BLOCK EMBEDMENT INTO BLOCK TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCON5 OR DRIVE PIN TAPCON5 OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE .145 (MIN. SHANK 51ZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK 51ZE .145 8" CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED WEEPWMIN. HEAD SIZE 300 MIN. HEAD 51ZE .300 %' TAPCON MIN. 1-Y4' MIN. HEAD SIZE .300 �' DRYWALL MIN. HEAD SIZE .300 THROUGH NON-STRUCTURAL MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1,V4') EM5EDMENT INTO BLOCK. MIN. EM5EDM3 NT 1 Y4") I'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT 1y4') /(6TAPCON MIN. 1-4 WITHIN a' OF EACH END 4 WITHIN 8' OF EACH END 4 WITHIN 5' OF EACH ENP 4 WITHIN S' OF EACH END 4 EMBEDMENT INTO BLOCK - ��jDETAIL CO WOOD TO $' GMU 18' O.C. MAX SPACING-:. 8 CMU IS' O.G. MAX SPACING. DRYWALL 18' O.G. MAX SPACING -r. 2ND 2X SECURE TO 18' O.C. MAX SPACING. S" GMU Yz" STRUCTURAL MEMBER W/(2)126 - _ 2X8: ® �' DRYWALL L O JCS �� II'' �� T SECURE TO BLOCK W/2 -/(b ' DRYWALL 2x8: ® 1°X4' OR I"X2' P.T. NAILER 2X8' WITHIN 6' OF EACH END 4 6' SECURE BLOCK W/1-1/4' W/2-3/(,&. SECURE TO BLOCK W/2-3/(6' SECURE TO BLOCK W/2-3i(�' TAPCON5 OR DRIVE PIN 1X4 OR 1'X2' P.T. NAILER TAPCON5 OR DRIVE PIN 1' P.T. X 4' MIN. TAPCON5 OR DRIVE PIN TO 8 O.C. MAX TAPCON6 OR DRIVE PIN I'X4' OR 1"X2' P.T. NAILER v " " (MIN. SHANK SIZE _145 —DOOR CASING (MIN. SHANK SIZE .145 —DOOR CA31NG (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 1' P.T. X 4' MIN_ SCALE. 1 1/2 1 -� MIN. HEAD SIZE 300MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 MIN. HEAD BRIE .300 MIN. EMDEDMENT 1 Y4") �--� DOOR JAMS OR WINDOW MIN. EMBEDMENT 1 y4') DOOR JAMS OR WINDOW 1"11N. EMBEDMENT 1 Y4") BOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') DOOR CASING TO 2X PER ATTACH TO 2X PER ATTACH TO 2X PER DOOR JAMi3 OR WINDOW WITHIN 8' OF EACH ENP 4 MANUf'ACTURE5 DETAILS. WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 5' OF EACH END 4 ATTACH TO 2X PER 18' O -C. MAX SPACING. 18' O.G. MAX SPACING. 18' O.G. MAX SPACING. 18 O -C. MAX SPACING. MANUFACTURES DETAILS_ NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM A5 NEEDED To PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 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" WINDOW �I'0 BLOCK +1-1/2" I) WINDOW TO BLOCK +2 1/4" �" WTNDOW TO BLOCK +3" H WINDOW TO BLOCK +3 3 4" SCALE: I -I -m 8GAL1=: I -I -0 SCALE: I -I -m SCALE: I -1 -m A R C H ITEC Ts Desin GuroInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUISDIV. & I�OT: TUSCA SOUTH LO 11 # 4 0 PROJECT# 1'03.00 M01:)Ellm: "1"755" GARAGE SWING: L=EFT PAGE: _INTO NO LITHIC 1 -STORY cc WALL SEC 1�JLO NS & NOTES ARCHITECT: STATE OF FLORIDA 4c �, JAM _8'GANTWELL AR NO 12079 DATE: 12/23/09 SHEET D 3 OF FI5ERC;;LA55 5HINGLES OVER #15 FELT PAPER ON iro-" O.S.B. SHEATHING OR 211 CDX PLYWOOD SECURED PER NAILING SCHEDULE PRE - ENC-; TRUSS MTL. DRIP EDGE 2x4 5U5 -BAND VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING 5EE HEADER SPAN CHART FOR DETAILS IrfO.S.B. SHEATHING OR 211 CDX PLYWOOD. ATTACHED PER NAILING-; SCHEDULE ON SHEET D5. Ya" TRICK, 3 COAT CEMENT PLASTER OVER C:�RADE IID II FELT PAPER k ACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE IID" FELT PAPER NOTE: SHEATHING MUST NOT BREAK 1'-0" MIN, FROM 2ND . FLR LINE 2x4 CONT. la TOF AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS EST PLATE OF 2ND FLR, PT. 2x4 15 FOR WALL SHEATHING NAILED) WEEP SCREED (5EE DETAIL 2A) EMBED. STRAP VERIFY W/ TRU55 PLAN 2"THICK, 2 COAT CEMENT PLASTER ADPL IED DIRECTLY TO MASONRY 2- STORY FIRST FLOOR 14, ni BLOCK SECOND FLOOR FRAME SCALE: 3/4II_ll-0 II a. d d d 2x STUDS a 1(o" D.G. MAX W/ R-11 BATT. IN5UL. MIN. 4" T 4 G 5U13FLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE -ENG FLOOR - 5IMP5ON HETA-le E1' STRAP to 32" O.C. MAX VI W/ TRU55 " GYPSUM BOARD NIC -;I --I STRENGTH CLCD. B( EE ENERGY CODE FORMS OR INSULATION R -VALUES. " GYPSUM BOARD OR " IIGH STRENGTH CLC. BOARD W15T STRAP VERIFY W/ RUSS PLAN JINDOW ATTACHMENT AS =ER MANUFACTURES SPECIFICATIONS JINDOW SILL ?x STUDS �@ 16" O.C. MAX W/ P,-11 BATT. INSUL_ MIN. T" T 4 G SUBFLOOR C -SLUED AND NAILED AS PER SAILING SCHEDULE FRDE - ENCS FLOOR TRUSS (IN5TALL PER MFG. SPECS.) � " C_jYPSUM BOARD OR 211 HIGH STRENGTH CLC. BOARD CONC. FILLED LINTEL 5LK W/ (1) #5 REPAR CONT INUOU.1 R-4.2 BATT. INSUL. PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) #5 REBAR VERTICALLY W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS fro" O.C. 8" cMu 1/211 GYP. WL_ PD. WOOD BASE FIBERGLASS SHINGLES OVER #15 FELT PAPER ON i/16" O.S.B. SHEATHING OR 2" CDX PLYWOOD SECURED PER NAILING SCHEDULE MTL. DRIP EDGE 2x4 5Uk3-5AND ALUM. SOFFIT 5T IFFBACK AT ALL UPRIGHTS OVER 41-1011 HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ 8"x(o11 THRU-50LT5 v 32" O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d'S 8" O.G. MAX OR SECURE GABLE TO D511- TOP BLTOP PLATE W/ SIMF50N HTC4 � 24" O.C. MAX WINDOOW HEADER SIZE VARIES PER WINDOW OPENING 5EE HEADER SPAN CHART FOR DETAILS i6 0.5.5. SHEATHING OR 2" CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5 THICK, 3 COAT CEMENT PLASTER OVER GRADE "D" FELT PAPER PACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE 111)" FELT PAPE R - NOTE: SHEATHING MUST NOT BREAK 1'-011 MIN. FROM 2ND FLR LINE 2x4 CONT. a TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 15 FOR WALL SHEATHING NAILER) WEEP SCREED (5EE DETAIL 2A) EMBED. STRAP VERIFY W/ TRUSS PLAN "THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2 -STORY GABLE FIRST FLOOR BLOCK SECOND FLOOR FRAME ---- SCALE: 3/4`=I' -0'I 2x STUDS o 16" D.G. MAX W/ R-11 BATT. INSUL. MIN. X11 T 4 G 5UPFLOOR GLUED AND NAILED 45 PER NAILING SCHEDULE PRE -ENC-1 FLOOR TRUSS :;: + 8" GYPSUM BOARD OR 2" HIGH STRENGTH CLG. BOARD — - CONC. FILLED LINTEL BLK �I W/ (1) #5 REBAR CONTINUOUS FLOOR CONNECTION AT PARALLEL/ pPFRP FN D I C UL AR �U� -E NG FLOOR TRUSS SCALE.1 0 WC GC 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.G. CAT SHEATHING SEAMS) PRE -ENG G,45LE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2)126's Q EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R -VALUES. i" GYPSUM BOARD OR 2" H IG -1 STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS WINDOW SILL 2x STUDS 0 16" O.G. MAX W/ R-11 E3ATT. INSUL. MIN. :" T 4 G 5U5FLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE - ENG FLOOR TRU55 ( INSTALL PER MFC-. SPECS.) " GYPSUM BOARD OR zl1 HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL PLK W/ (1) #5 REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (1) #5 REBAR VERTICALLY W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS 1 & 11 O.G. '51, cMU 1/2" CWP. WL. BD. WOOD BASE -' (1�v 0.5.8. OR Z" CDX 1'VEK 3U11)INn WRA RAPER BACK �ALV'D NTL. LATH /8" TEXTURED :INISH Q WOOD JEEP SCRFED r U - a" GNU 1/2" TEXTURED FINISH 0 MASONRY WEEP SCREED DE'T'AIL C� WOOD TO A LOCK CONNECTION SCALE: 1 1/2 =1 -0 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 SUBDIV. 8c LOT: TUSCA SOUTH LUT X40 PROJECT# 1703.00 MODEL: "1`55" GARAGE SWING: LEFT PAGE: MONOLITHIC; 2 -STORY WALL SECTIONS ARCHITECT: STATE OF Fi OHIDA M fi 2009 DATE/ a O.S.B. SHEATHING OR 2" CDX sOALE: PLYWOOD. ATTACHED PER STREET NAILING SCHEDULE ON SHEET /d- OF -"THICK, 3 COAT CEMENT PLASTER APPLIED TO METAL F LATH OVER 2 LAYERS OF E GRADE 1) BUILDING PAPER OR PAPER BACKED LATH OVER AN APPROVED HOUSE �> WRAP 2 x4 CONT. �) TOP AND EST. OF - - - - - FLR TRUSS (TOP 2x4 SUPPORTS EST PLATE OF 2ND FLR, BT. 2x4 15 FOR WALL SHEATHING NAILER) - WEEP SCREED _ - (5EE DETAIL 2A) EMBED. STRAP VERIFY W/ TRUSS PLAN 2"TH I GK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FIBERGLASS SHINGLES OVER #15 FELT PAPER ON i/16" O.S.B. SHEATHING OR 2" CDX PLYWOOD SECURED PER NAILING SCHEDULE MTL. DRIP EDGE 2x4 5Uk3-5AND ALUM. SOFFIT 5T IFFBACK AT ALL UPRIGHTS OVER 41-1011 HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ 8"x(o11 THRU-50LT5 v 32" O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d'S 8" O.G. MAX OR SECURE GABLE TO D511- TOP BLTOP PLATE W/ SIMF50N HTC4 � 24" O.C. MAX WINDOOW HEADER SIZE VARIES PER WINDOW OPENING 5EE HEADER SPAN CHART FOR DETAILS i6 0.5.5. SHEATHING OR 2" CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5 THICK, 3 COAT CEMENT PLASTER OVER GRADE "D" FELT PAPER PACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE 111)" FELT PAPE R - NOTE: SHEATHING MUST NOT BREAK 1'-011 MIN. FROM 2ND FLR LINE 2x4 CONT. a TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 15 FOR WALL SHEATHING NAILER) WEEP SCREED (5EE DETAIL 2A) EMBED. STRAP VERIFY W/ TRUSS PLAN "THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2 -STORY GABLE FIRST FLOOR BLOCK SECOND FLOOR FRAME ---- SCALE: 3/4`=I' -0'I 2x STUDS o 16" D.G. MAX W/ R-11 BATT. INSUL. MIN. X11 T 4 G 5UPFLOOR GLUED AND NAILED 45 PER NAILING SCHEDULE PRE -ENC-1 FLOOR TRUSS :;: + 8" GYPSUM BOARD OR 2" HIGH STRENGTH CLG. BOARD — - CONC. FILLED LINTEL BLK �I W/ (1) #5 REBAR CONTINUOUS FLOOR CONNECTION AT PARALLEL/ pPFRP FN D I C UL AR �U� -E NG FLOOR TRUSS SCALE.1 0 WC GC 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.G. CAT SHEATHING SEAMS) PRE -ENG G,45LE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2)126's Q EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R -VALUES. i" GYPSUM BOARD OR 2" H IG -1 STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS WINDOW SILL 2x STUDS 0 16" O.G. MAX W/ R-11 E3ATT. INSUL. MIN. :" T 4 G 5U5FLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE - ENG FLOOR TRU55 ( INSTALL PER MFC-. SPECS.) " GYPSUM BOARD OR zl1 HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL PLK W/ (1) #5 REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (1) #5 REBAR VERTICALLY W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS 1 & 11 O.G. '51, cMU 1/2" CWP. WL. BD. WOOD BASE -' (1�v 0.5.8. OR Z" CDX 1'VEK 3U11)INn WRA RAPER BACK �ALV'D NTL. LATH /8" TEXTURED :INISH Q WOOD JEEP SCRFED r U - a" GNU 1/2" TEXTURED FINISH 0 MASONRY WEEP SCREED DE'T'AIL C� WOOD TO A LOCK CONNECTION SCALE: 1 1/2 =1 -0 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 SUBDIV. 8c LOT: TUSCA SOUTH LUT X40 PROJECT# 1703.00 MODEL: "1`55" GARAGE SWING: LEFT PAGE: MONOLITHIC; 2 -STORY WALL SECTIONS ARCHITECT: STATE OF Fi OHIDA M fi 2009 DATE/ 12/23/09 sOALE: 1/4"=1'-0" STREET /d- OF �NOTF: NAIL SHEATHING; TO ALL 2x AS FER EXT. SHEATHING NAIL INC, 8d 4" C.C. MAX DG S 4 ro"-g O.C. MAX IN THE PELF) PRECAST HEADER(MIN)----------- A 2 X 4 (MIN 2 X 3) I-3/16 TAPCON - -_�. .. .......... .:----- ............. —_ ': : ............. ......... .....' ............:.......iii..:�::..�...:...... f Y A NOW!_ DBL. TDP PLATE OR DRIVE PIN (MIN SHANK 5IZE.145 1` � �I MIN HEAD SIZE 300 DBL. TOP PLATT* SECURE 2 X RIP TO FIT MIN EMBEDMENT 11/4') 2X4 16' O.C. MAX. W/2 -12d5 6"-8' O.C. MAX. S' FROM EACH END AND 18'Q 7/8" TEXTURED FINISH O.C. MAX. MIN 1-1/4' EMP,FpMENT�D 1/16" 09B SHEATHING= 2 X 6 (MIN 2 X 3) 2-3/Iro TAPCON0z 2 X 4 16' O.G. MAX. OR DRIVE PIN (MIN SHANK SfZF.145' A (WHEN OVER 16' IN HIEG�HT.) MIN HEAD 51ZE.30o MIN EMF5EpMFNT 1 1/4") SECURE 2X4 W/ 2-3,fb' TAPCON5 OR DRIVE PIN 2 X 4 (WHEN OVER 16° IN HIEGxHTJ 8' FROM EACH END ANP la' (MIN- SHANK 51ZE .145 MIN. I/4" TEMPERED MA50NITE O.C. MAX. MIN 1-I/4' EMI3EPMENT HEAD SIZE .300 MIN. GLUE 4 NAIL W/8d'S S'-12" O.C. 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON - EmeEDMENT 1 Y4' W/IN 8' EA. END NOT TO EXCEED IF NI_EDED. OR DRIVE PIN (MIN SHANK SfZE.l45 IS' O.C. MAX BT. PLATE 2 X SOLID BLK'G m ARCH MIN HEAD 81ZF .30ro 2X4 SOLID BLOCKING— SECURE W/2 -12d EACH END MIN EMiBEPMENT 1 1/4') SECURE TO SHEATHING W/ 8' FROM EACH END AND 18' MIN. 2-I2d PER iBLK EA. END ATTACHMENT PER O.C. MAX. MIN 1-1/4' EMI3EDPIENT 1/16' 0513 SHEATHING MANUFACTURER'S SPECS. DBL. TOP PLATE 2X4 Ir ' O.C. MAX SECURE 2X4 TO WOOD W/2 -12d I@ 6"-S' O.C. STAGG=ERED SECURE 2X4 W/ 2-34(,' TAPCONS OR DRIVE PIN (MIN. SHANK 51ZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4' W/IN 8' FA. END NOT TO EXCEED 18' O.C. MAX 2X4 SOLID f3LOCKING SECURE TO 5HEATHINCS WITH MIN, 2-12d PER SLK EA. END ,�EXTERIOR ARCHWAY CMU WALL ARCHWAY DETAIL 1 1671 AND UNDER QJ yb' O.S.B. OR/2' PLYWOOD SHEATHING= (D "15 fBLpG. FELT 3 24' WIDE 26 CSA. GALVANIZED METAL FLASHING MUST ADD D1910, 36' WIDE AND AND MUST BE A MIN 24' WIDE METAL. 5 FIBERCzLA55 SHINGLES \ L FRE -FAB TRU55 1/2' CLG. BOARD 4 TEXT. SIMPSON 5P4 2X4 DPL. TOP PLATT= im EVIERY f 1/2" DRYWALL OTHER STUD 2X4 WOOD STUDS o16' O.G-, UN.O. ON TRUSS PLAN 2X4 CONT. STR3=S5 ,,-BLOCKING= MID -WALL 2X4 PT. PLATE SIMPSON 5P4 w 32' O.C. MAX 1/2'X9' A.B. 32' O.G. 7" EMBEDMENT 0 CONC. SLAB 2 *5'e CONT. 1 -STORY 6 INT. BEARING WALL SCALE: 1/2 1'-0" NOTE: FOR WALLS W/NO UPLIFT OR HAS FLOOR LOAD ONLY, Do NOT INSTALL CONNECTORS. 2X4 SOLID �31_OCKING SECURE TO SHEATHINGS WITH MIN_ 2-I2d PER f31 - EXTERIOR ARCHWAY EA. SNDD WITH WINDOW SCALE: I/2°=1'-0' PRECAST HEADER(MIN) 2 X 4 (MIN 2 X 3J 1-3/16 TAPcoN -� OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/41) 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4" EMf3FpMENT 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD 51ZE .3oo MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND IS' O.C. MAX. MIN 1-1/4' EMf3EDMFNT 2 X 0 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK 61ZE.145 MIN HEAD SIZE 300 1/16' OSB SHEATHING MIN 1;M13EDMENT 1 1/41) 2X4 16' O.C. MAX. a' FROM EACH END AND 18' (WHEN OVER 16' IN HEIGHT.) O.G. MAX. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ MIN. 2-I2d PER BLK. EA. END ARCHWAY DETAIL � 16 AND UP SCALE: 1/2"=1'-0' (F��CLOSED VALLEY FLASHING DETAIL N.T.S_ PRE -ENCS TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING-. MID WALT_ 2x STUDS t' 16' O.C. MAX J" T 4 G Suf3FLOoR G=LUED AND NAILED AS PER NAILING SCHEDULE 15T FLOOR STUDS TO 2ND FLOOR STUDS 51MP60N M5TA-36 32' O.G. MAX PRE -ENCS FLOOR TRU55 DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS w 16' O.C. MAX 1/2' GYP. WL. BD. SECURE BT. PLATE TO SLAB .U/ ;'x9' ANCHOR BOLT W/ 2' .UASHER SET IN SIMPSON AIGH STRENGTH EPDXY 7" EMBED. MIN. 31MP50N 5P4 lw 32' O.G. MAX 7 INT. 2 -STORY L.B.W. SCALE: 1/2"=1'-0' PRE -ENG TRU55E5 OR CONV. FRAMED RAFTERS ' 0.5.13. SHEATHING OR " CDX PLYWOOD SECURED PER NAILING SCHEDULE 2x4 BLOCKING UNDER WALL STUDS SCURE BETWEEN TRUSS }BAYS W/ (3) 12d's EACH END 2x pOU5LE TOP PLATE STUDS fD 16' O.C. MTS -12 w EVER STUD 2X4 13T. PLATE DORMER MTT ACHMENTLE: 1/2' =1'-0' MTL WDW FRAME NOTE: NO GAP a WPW FRAME TO EXCEED 1/4" ARCHWAY DETAIL A CUTAWAY SCALE: 1/2'=I'-0' 2 X 4 (MIN 2 X 3) 1-3/1ro TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/44) 8' FROM EACH END AND 18" EX15TING BLK ASV, O.C. MAX. MIN 1-1/4" EMBEDMENT I/4' TEXTURFD FINISH 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 1/8" TEXTURED FINISH OR DRIVE PIN (MIN SHANK 51ZE.145 + MIN HEAD SIZE 000 — 7/16' C$D SHEATHINGS MIN EMf3EDM1=NT 1 1/4') 8' FROM EACH END AND Ia' 2 X 4 16' O.C. MAX. O.C. MAX. MIN 1-1/4' EMBEDMENT (WHEN OVER 1(v' IN HEIGHT.) 11 2 X 4 (WEN OVER 16' 2 X 8 (MIN 2 X 3) 2-3/lro TAPCON 16' IN HEICsf 4T.) OR DRIVE PIN (MIN SHANK 61ZE.145 MIN HEAD SIZE 300 2 X SOLID f=3LK'G m ARCH MIN EMBEDMENT 1 1/49 SECURE W/2 -12d EACH END 8' FROM EACH END AND 18' ATTACHMENT PER O.G. MAX. MIN 1-1/4' EMBEDMENT MANUFACTURI=R'S 5FEC'S. MTL WDW FRAME 1/4' TEMPERED MA50NITE -NOTE: NO GAP WDW FRAME GLUE 4 NAIL W/5d'5 5'-12'0.C. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL B CUTAWAY SCALE; ASPHALT SHINGLES OVER a 15 FELT ON 1/16' O.S.P. PRE -ENG GABLE TRUSS SPF 5TIFF5ACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) zz2x4 SPF }BLOCKING= BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT SHEATHING SEAMS) .........................�.. • -_�. .. .......... .:----- ............. —_ ': : ............. ......... .....' ............:.......iii..:�::..�...:...... f Y A NOW!_ 1` � �I # � r ACH _ (BRACE W/ (3) �aNAL -TRU58ES HIGH NOTE: F30ARDRENCSTH GLC=. DIAGONAL BRACE m CENTER OF TRUSS SPAN OR HIG=HEST RIDGE. DIAGONAL BRACE TO BE Q ANY SPAN 15'-0" OR GRATER REFER TO TRUSS ENG. FOR ADDITIONAL. HORIZONTAL TRUSS REINFORCEMENT. 0'-0' TO 30'-0" (1) X-5RACE 30'-1' TO 60'-m' (3) X -BRACE (1) X -BRACE w CENTER AND (2) BRACE DIVIDED EaUALY FROM CENTER TO END GABLE X -BRACING 2x RIDGE ONE SIZE LASER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS Ix6 COLLAR TIE AT EVERY OT14ER RAFTER W/ MIN. (3) I2d NAILS OR MIN. (4) I0d GUN NAILS 2x RAFTERS Ix8 NAII_ER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS 10 EA. TRU55 RAFTER TO TRU55 MT5-12 CRI=ATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE -ENG TRUSSES PRE-ENCx. TRUSS - ALTERNATE CONNECTION M5TA-24 RAFTER TO BLK'G BETWEEN TRUSSES - 1 CONY. FRAMED ROOF SCALE: 1/2"=1' -®" 0'-0' TO 30'-0" (1) 'X' BRACE 30'-1' TO 60'-0' (3) 'X' BRACE (I 'X' BRACE to CENTER) (2 'X' B1RACE DIVIDED EaUALY FROM CENTER TO END) FIf5ERCSLA65 SHINGLES OVER —� * 15 FELT ON 1/16' 0.5.8. (2) 2X4 "2 5YP DIAGONAIL BRACE —� W/ 3-12d 9 EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRU56ES 2x4 BLOCKING FIRST 2 }BAYS AT SHEATHING SEAMS (2) Imd NAILS EA END TO TRUSS SPF STIFFBACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) f/leo' 055 SHEATHING USE 13d NAILS AT 4' o.c. EDGE 4 ro' o.c. FIELD 2X4 W/ 3/8' X 5 LAG o32" O.G. MAX. OR 51MP50N M5TA-24 Q 32' O.C. MAX. SHEATHINGS NAILING TO BE 6"-0" O.G. IN FIELD 4" O.C.lwALL EDGES W/ad NAILS 2 -STORY GABLE END CROS SCALE: 1/2' =1'-0" TRU55 24' o.c. 1/2" CLOS. BOARD NAIL CONT. RAT RUN TO TRUSS W/ (2) 12d w EA. TRUSS 2X4 SYP RAT ADJACENT TO pfAcxONAL BRACE. PBL TOP PLATE 2X4 STUD 16' O.C. MAX. G i 3/4" 1 L T WOOD WITH LANDING DETAIL NS NAILED �0 NRU3/4" FINISH w LANDING �'1-)LANDING fNTO 3/4" FLYWOOp F.F. EACH STRINGER 3-2x12 SYF STRINGER DSL 2X12 - _ 2X12 TREAD REINFORCED W/2X4 SPF 0 AOR JOIST CUT TO FIT �U/CONT. 3 AD OF 1X8 RISER SUES -FLOOR ADHESIVE -- 101 FL -400 OR SIMILAR ,@- EA HORIZONTAL RUN SECURE TREADS To STRINGER uJ/C3)#8 3" SCRIEWS a) EA (/ UNTHREADED SHANK TO �XT�ND 51= -'OND THICKNESS OF SU5-FLOOR SHEATHING NOTE: STAIRS RISERS TO CONFORM TO F5C 2001 " 11-15 UPLIFT SIMP50M HTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL " 2350 UPLIFT (2) SIMP60M HT5M20 ONE EA. SIDE OF TRUSS OPP051TE SIDE OF BLOCK W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE -ENCS TRU55 CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2' APART 12 TRUSS ANCHOR RE'T'ROFIT N.T.6. 12" c E 30" MIN. FINISH WINDED DETAIL 2R+1T=24"-25" (3) 106 CUT NAILS 3/16" MAX. VARIATION IN RISFRS/TRFAIpS 51 EP R INTO ADJACENT TO EACH OTHER 3/8" MAX. VARfATION IN ANS' RISER/TREAD SL'4B HANDRAIL CIRCULAR CRO55 SECTION DIA, TO 5E 13/4" +-1/4" OR PROVIDE EQUIVALENT GIRASPABILITY WINDERS- MIN. 6" WIDE 'a NARROW FEND (:13 MIN, 11 WlU )TH e 12 FROM NARROW END 34" MIN. HANDRAIL HGT. LESS THAN 4" T'I'P. ff�ETwEFHN S1='INDLr=S 1/2" DRyL 1XIO I I" NOSING STAIR SECTION DETAILS SCALE: 3/4"=P -O" A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6073 FAX: 407-774-4078 www.abdesigngroup.com AA ##: 0003325 SUBDI . LOT: '_fUS C A SOUTH LOT #40 PROJECT# 1703.00 M0DET.: 1755" GARAGE SWING: LEFT PAGE: misc. DETAILS ARCHITECT NATE OF FLORIDA Df 3 Z09 .JAM $CANTWEL.L. A NO 12079 DATE: 12/23/09 SCAMM: 1/4`11-0» SKEET