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2632 Vineyard Cir 10-883 (a)• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 5850 T.G. LEE BLVD. SUITE 600 ORLANDO, FL, 32822 TEL: (407) 850-5200 CL FAX: (407) 850-5300 FOR ON ELEVATION "C" 4 "D" • 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 0 FOR:0 [ Ij I I] a B " I ,fill wfw,rw. air"rbuirtun. cuiib CBC1252212 5850 T. Cl- LEE BLVD. SUITE 600 ORLANDO, FL. 32822 Tsl: (407) 830-5200 Fax (407) 850-5300 DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABV. W/2009 SUPPLEMENT DESCRIPTION a J. • 2007 FLORIDA FIRE PREVENTION CODE ALT" • NATIONAL ELECTRICAL CODE (NEC) - 2008 EDITION BD.P -ALL LOCAL AND STATE CODES UM RAGE M�METAL' IA BOARD L THRESHOLD CL 5.1'. RE V I S I ON5: RE V I BED ENTRY LINTEL TO BF5 CENTER LINE MTD, MOUNTED CABINET MTL. METAL CAB. FOR ON ELEVATION "C" 4 "D" CLG. CEILING N.T.S. NOT TO SCALE CLEAR O.C. ON CENTER CLR. CONC. CONCRETE PL PROPERTY LINE CARPET P.B. PUSH BUTTON CPT. C.T. •OCCUPANCY - RESIDENTIAL, GROUP R3 D. • CONSTRUCTION TYPE — VB DBL. D.G. • MIN. INTERIOR FINISH - CLASS B DIA. • BASIC WIND SPEED - 120 MPH (M/S) DIM. DISP. • 1—STORY RESIDENCE — DP. • 2—STORY RESIDENCE — MAX. HEIGHT AS PER n s. DISPOSAL RAD. RADIUS LOCAL AND STATE CODES DTL, D.W. SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 EA. USED FOR DESIGN INCLUDE: ELEV. DOWNSPOUT RM. ROOM E. • CONCRETE MASONRY RESIDENTIAL EXH. • CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. F.G./FX. *AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 F.G. SQ.FT. CALL. SR. FLUOR. EQUAL SHT. SHEET EXHAUST SHTHG. SHEATHING FR. DR. FTG. LIVING 1153 5Q. FT. GA. GAR. DISP. GARAGE 404 SQ. FT_ G.F.I. ENTRE' 35 5Q. FT. GL. FLUORESCENT SWS SHEAR WALL GYP. BD. LANAI 93 50. FT. H.B. H.C. FOOTING TEMP. TEMPERED GLASS GAUGE THK. THICK HDR, HGT. OR HT TOTAL 2285 SQ. FT. IN INTT.. ABBREVIATIONS REVISIONS ABOVE LAV. LAVATORY DATE DESCRIPTION 1/29/09 PLAN REVISIONS PER LOU AVELLI- REMOVE TRANSOME OVER AIR CONDITIONING LUM. LUMINOUS ADJUSTABLE M.C. MEDICINE CABINET Or ENTR`r' DOOR ON ELEV'5. "A" AND "B", REMOVE ENTRT COLS. ALTERNATE MFR. MANUFACTURER UM RAGE M�METAL' IA BOARD L THRESHOLD 0/3/09 5.1'. RE V I S I ON5: RE V I BED ENTRY LINTEL TO BF5 CENTER LINE MTD, MOUNTED CABINET MTL. METAL FOR ON ELEVATION "C" 4 "D" CEILING N.T.S. NOT TO SCALE CLEAR O.C. ON CENTER CONCRETE PL PROPERTY LINE CARPET P.B. PUSH BUTTON CERAMIC TILE PH. PHONE DRYER PLT, PLATE DOUBLE PLYWD. PLYWOOD DUAL GLAZED PR. PAIR DIAMETER P.T. PRESSURE TREATED DIMENSION R. RISER DISPOSAL RAD. RADIUS DEEP R.A.G. RETURN AIR GRILL DOOR REF. REFRIGERATOR DOWNSPOUT RM. ROOM DETAIL R.O. ROUGH OPENING DISHWASHER S.C. SOLID CORE EXT DR EACH S.D. SMOKE DETECTOR ELEVATION S.H. SINGLE HUNG EQUAL SHT. SHEET EXHAUST SHTHG. SHEATHING EXTERIOR SHWR. SHOWER FIXED GLASS SIM. SIMILAR FUEL GAS SL. SLIDING FINISH SL. GL. SLIDING GLASS FLOOR STD. STANDARD FLUORESCENT SWS SHEAR WALL FRENCH DOOR SECTION FOOTING TEMP. TEMPERED GLASS GAUGE THK. THICK GARBAGE DISPOSAL T.O.C. TOP OF CURB GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GLASS TYP. TYPICAL GYPSUM BOARD U.N.O. UNLESS NOTED HOSE BIB OTHERWISE HOLLOW CORE V.A. VAPOR PROOF HEADER W. WASHER HEIGHT W/ WITH INSULATION WD. WOOD INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON Ng ARF ",ITWT ►ssu vp vf" INDEX OF DRAWINGS SHEET # DESCRIPTION PG C1 -COVER PAGE. PG GN- GENERAL NOTES PG 1 -FOUNDATION PLAN PG 1A -DOWEL PLAN PG 1B- LINTEL SCHEDULE (CAST -CRETE) PG 1B.1- LINTEL SCHEDULE (WEKIWA) PG 1B.2- LINTEL SCHEDULE (PRO -CRETE) PG 1C -WIND LOAD CALCULATIONS PG 2 -FLOOR PLAN PG 3B -ELEVATION "B" FRONT & REAR PG 4B -ELEVATION "B" LEFT & RIGHT PG 5BD- FRAMING PLAN ELEVATION "B" PG 6 -ELECTRICAL PLAN PG D1 -FOUNDATION DETAILS PG D2-MISC. DETAILS PG D3 -1 -STORY WALL SECTIONS PG D4-MISC. DETAILS PG D5-MISC. DETAILS A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL!2750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: TUS C A SOUTH LOT#20 PROJECT 1703.00 MODEL: "1755" GARAGE SWING: RIGHT PAGE: COVER ]PAGE ARCHITECT: STATE OF FLORIDA DEC 23 LL DA+E: 12/22/09 SCALE: 1/4"=1'-0" SHEET c I Or 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 ** I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2007 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 II. CONCRETE TILES 25 E. WIND LOAD CRITERIA I. BASIC WIND SPEED 120 MPH II. WIND IMPORTANCE FACTOR (IW) 1.0 III. EXPOSURE CATEGORY B IV. WIND DIRECTIONALITY FACTOR (KD) 0.85 V. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±0.55 ENCLOSED BUILDINGS ±0.18 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/2-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/i 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 %/a'. 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 1/ INCH AND NOT MORE THAN % INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3'-0".FRCR506.24(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/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 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 5/8" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD. 1/2" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BYA 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 ANSIITPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, Y2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 311.2. A R C H T E C TS /Des0 ign Grouirinc. ,1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SVE3DIV. & LAT: TUSCA SOUTH LOT#2J PROJECT# 1703.00 MODELc 1755" GARAGE SWING: RIGHT PAGE: ARCHITECT - STATE OF FLORIDA Dt� 2 Ii JAM CANTWELL NO 12079 DATE: 12/22/09 SCALE: 1/4"=1'-0" SHEET 24"X24"X12' CONIC. PAD W/3 - *S BARS E.W. ON CHAIRS MIN. 3" COVER Is 0 �'-4" �m 31 -all 1 11 11 0-011 3 -8 -O leo -mLI-O 13'94" ry -8 401-01120'-O" J \(D DATA PLAN A/C UNIT SIMPSON WB SECURE STRAP TO ROLL STRAP CONC. W/ (2)-3/16"X2" OR EQUAL TAP -CONS SECURE STRAP TO CONIC. SLAB UNIT W/ C2) *8x1 1/4 SHT MTL SCREWS A/C CONNECTION TO 'r' --'AD DETAIL, I r ---i I 11 0� 1OND. \DI ---] I _ / 10'-0" X 3 1-411 --'7 D 1 � WN.� EXTEND SLAB 11/2 D1 24"X24"X12" CONC. PAD W/3 -OS BARS I ■ ■ \--2" STEEL E.W. ON CHAIRS PIPE MIN. 3" COVER BOLLARD I I. I DI N 1/2 ■ n O I ■ I 1 LAV. OPT. D1 LAY. 1 X ! 0 0 11 = 4" GONG_ 1 -1 1/2" HB a ■■ ■■ �.. O - m'-0" ELEV. 2'-0" 16'-fZ"21-01' 20'-0" 101-0" -3 1/2" 301-011 LONG. SLAB `� w1 \ - X :D 1 u I F'\\ ■ ■ ■ ■ H.B. • lm 24"X24'X12" CONC. p 1 PAD W/3-05 BARS I D 1 E.W. ON CHAIRS MIN. 3" COVER — — — UJC. EXTEND - TUB W/ SLAB 1 1/2" - -; LSHOWER� 2X( Ic D I ■ 10(l 4" CONC. REINFORCED- I W/(o"X(a" WIA X WIA WWM r - • OR F15ERME5H ON 6 -MIL. m VAPOR BARRIER ON I WELL -COMPACTED > j CLEAN TERMITE j -moi D1 ■ I TREATED FILL OR APPROVED SUBSTITUTE, (RECRUIT II SYSTEM) ■ I A/C I I`y 14'-4" �`\ N ■ 4 I OPT I W I CHASE \\ �QI L ---J r---i � X I OPT EXTEND 1 BLAB 11/2 I L _ J ■ SINK DW, --D- — r3 4 I EXTEND ` WH. \ �\ SLAB 1 1/2 — -0 -S 1/2 ■ 4� I– –IPIPEEEL 7it I 1GOND.� 1 8 3 -4 -8 BOLLARD EXTEND END OF PVC.�� CHASE UP 12' ABOVE m 3 1/2" L J 12 't 0 I GOND. CONC. PAD I ■ — -� g -41/2" I _ — N ■ Im'-m" ELEV. I jdk I a FIN. CONC. SLAB I m v p1 I a D1 IFTpl = 1 I I ■ � D1 S 12 l " -1 1/2 ■ ■ D 1F H.B. ■ ■ ■ ■ NJ 1� 31 -all 1 11 11 0-011 3 -8 -O leo -mLI-O 13'94" ry -8 401-01120'-O" J \(D DATA PLAN A/C UNIT SIMPSON WB SECURE STRAP TO ROLL STRAP CONC. W/ (2)-3/16"X2" OR EQUAL TAP -CONS SECURE STRAP TO CONIC. SLAB UNIT W/ C2) *8x1 1/4 SHT MTL SCREWS A/C CONNECTION TO 'r' --'AD DETAIL, I r ---i I 11 0� 1OND. \DI ---] I _ / 10'-0" X 3 1-411 --'7 D 1 � WN.� EXTEND SLAB 11/2 D1 24"X24"X12" CONC. PAD W/3 -OS BARS I ■ ■ \--2" STEEL E.W. ON CHAIRS PIPE MIN. 3" COVER BOLLARD I I. I A R C H I T E G T 5 Desrni Group 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 svealy. � LAT: TUSCA SOUTH LOT#2J PROJECT# 1703.00 MOaELc "1755" GARAGE SWING: RIGHT PAGE: FOUNDATIO PLAN ARCHITECT: STATE OF FLORIDA Di� 2 12003 JAMES CANTWELL NO 12079 DATE: 12/22/09 SCALE: 1/4"=1'-0" SHEET OF I DI N ■ n O I pl D1 I 11 1 -1 1/2" HB ■■ ■■ - ■■ ■ 2'-0" 16'-fZ"21-01' 20'-0" 101-0" 301-011 71 71 n0]PT® 3rd CAR. GARAGE, I A R C H I T E G T 5 Desrni Group 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 svealy. � LAT: TUSCA SOUTH LOT#2J PROJECT# 1703.00 MOaELc "1755" GARAGE SWING: RIGHT PAGE: FOUNDATIO PLAN ARCHITECT: STATE OF FLORIDA Di� 2 12003 JAMES CANTWELL NO 12079 DATE: 12/22/09 SCALE: 1/4"=1'-0" SHEET OF 24'-4" 1'-013'—SI. 0 cn r ■ ■ cfJ ■ II ■ c0 II c� ■ co II m u m ■ N u N ■ N II ■ N I ■ m cv ■ I 5'-4" I II ■ m m <r u� I I I • � I I m ■ ■ ■ m � ■ v- cp ■ � I I I ■ � � ■ ■ ■ � N �r ■■ ■■ . Jm l I ®]PT. 3�� CAR GARAGE ■ ■ J D-u"WEL PLAN ARCHITECTS Design GrouInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SXMDIV. & LOT TUSCA SOUTH LOT#20 PROJECT# 1"703.00 MODEL: "1'755" GARAGE SWING: RIGHT PAGE: ]DOWEL PLAN ARCHITECT: STATE OF FLORIDA DATE: 12/22/09 SCALE: 1/4"=1'-0" SHEET 1 A OF SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS L-10 8" PRECAST & PRESTRESSED U -LINTELS 25-5H 25 -SH EGRESS EGRESS 8" PRECAST & PRESTRESSED U -LINTELS 4CMm4~M : ... LENGTH GRAVITY GRAVITY COMMENTS LATERAL TYPE LENGTH Sub 0-e BF8-015 8F12-01.5R4168.TS6001 4- 28-0 32-0 W -s -IB SM -i520- BF24-i15 8-28-18 BF32-13 2'-10'(34') PRECAST 2302 3166 4413526 OF8 B-2 12-2 Ib -2 20-2 4-2 8-21 BP32-27 9004 10412 11936 3166 4413526 9004 10412 11936 3'-6' l42'J PRECAST 2302 3138 3311 2021 2121 2184 3981 5190 6401 1630 8851 1315 8630 9941 3166 4413 603SI 1526 9004 1 10412 11936 4'-0'(48') PREGA5T 2029 2325 2496 3461 4438 5410 6384 1358 2646 4413 6039 1526 9004 10412 11936 4'-6" (54') PRECAST 1651 1181 1913 2651 3403 4145 4896 5644 2110 4021 6039 1526 9004 10412 9668 5'-4' C64') PRECAST 1184 1223 1301 1809 231'1 2826 3336 3846 1665 2889 WWI` 6096 5400 6424 1450 51-10'(709 PRECAST912 4010 1000 1059 1414 On 2304 2121 3131 1459 2464 4144 5458 4431 5280 6122 61-6,1(189 PRECAST 931 1255 2101 3263 2146 3358 3911 4585 1255 2101 3396 5260 1134 8995 6890 1'-6" (90")PRECAST161 3290 1029 1615 2385 1994 2439 2886 3333 1029 1615 2610 3839 5596 6613 5,041 9'-4' (112') PRECAST 5Z3 632 1049 1469 1210 1482 1154 2021 l68 1212 Isis 2544 3469 4030 3121 Ifd'-6'Y1269 PRECAST 4x56 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2114 3130 2404 II' -4' (136') PRECAST 445 598 935 1365 1854 2355 1193 2015 59B 935 1365 1854 2441 3155 4044 12'-0"(144') PRECAST 4.14. 545 864 1254 1689 2014 1 1510 1818 555 864 1254 1693 2211 2S32 3590 IV -4'(1609 PRECAST 362 421 126 1028 1331 1635 1224 1410 405 140 1016 1438 1855 2343 2920 14'-0'(168') PRECAST 338 381 648 919 1190 1462 1081 1260 455 100 1003 1335 1114 2153 2666 14'-B' (116') PRESTRESSED N.R. NR NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3165 15'-4' (184') F'REStRES.S)_p N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2310 2050 3410 il'-4'(2059PRESTRI=SSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4'(232') PRESTIESWO N.R. NR NR NR NR NR NR NR 240 1 400 150 1 1090 1400 401 21'-4" (256') PRESTRESSED N.R.NR 661 NR NR NR NR 145 186 183 3300 610 940 1340 356 22'-O'(2649PRESTRESSED NR NR NR NR NR NR 140 JINIRNR 160 300 510 810 1250 343 PRESTRESSE NR NR NR NR NR NR IZl 165 130 240 410 120 1030 8" PRECAST & PRESTRESSED U -LINTELS 4CMm4~M : ... LENGTH UPLIFT GRAVITY COMMENTS LATERAL LENGTH TYP 8-I 12 -IT I6 -IT 20-1 24-1 Z8 -I BF32-1T BUS OF8 B-2 12-2 Ib -2 20-2 4-2 8-21 BP32-27 2'-10'(34') PRECAST 2121 ZB1B 4101 5332 6569 1811 9055 2021 2021 2121 2184 3981 5190 6401 1630 8851 3'-6' (42') PRECAST 2165 2289 3260 4231 5219 6204 1192 1251 1251 2166 2215 3165 4125 5091 6061 1036 4'-0' (48') PRECAST Isle 1969 2032 3680 4532 5381 1 6245 938 938 ISls 1925 2150 3583 4422 5264 6110 4'-6' (54') PRECAST 1660 1162 2501 3251 4010 4161 5525 121 12-1 1660 1105 2435 3111 3913 4658 5406 5'-4' (64') PRECAST 1393• 1484 2110 2141 3315 4010 4648 505 505 1393 1431 2050 2610 3293 3920 4549 5'-10"(109 PRECAST 1212 1351 1930 2505 3084 1366r2 4241 418 418 1212 1315 1815 2441 3010 3583 4151 W42"(18") PRECAST 1141• 1200 1133 2250 2169 3290 3012 "101 88� 1141 1182 1684 21% 2103 3216 3132 7'-6" (90')PRECAST 959- 990 912 1029 1415 1466 1914 1901 2354 2351 2191 2191 3240 3245 891 65'1 9'-4' (1129 PRECAST 801- 612 980 1269 1560 1852 2144 630 801 155 1192 1550 1910 2211 2634 454 10'-6"(1269 PRECAST 116• 498 193 1021 1261 1496 1131 396 493 lib 611 1039 1309 1111 2034 2358 11'-4' (136') PRECAST 666- 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1696 2198 12'-0'1144') PRECAST 601• 400 631 816 1001 1186 1312 340 494 631 486 818 1209 1514 1199 2086 IV -4"(160") PRECAST 500• 340 532 686 841 991 1153 302 398 513 409 602 1004 1361 1631 1891 14'-0"(1689 PRECAST 458- 316 493 635 lie 922 1065 286 360 5481 318 1 629 922 1254 1561 lei& W-15"(1169 PRESTRESSED 243 295 459 591 124 851 990 N.R. 35-1 243 352 582 852 1156 1491p 22 15'-4" (1849 PRESTRESSED 228 218 430 553 1 611 801 1 925 N.R 321 228 329 542 191 1 1012 1381 1616 Il' -4" (2009PREStRESSEp ISO 236 361 464 1 561 610 114 N.R. 255 IBB 216 449 649 814 1121 1389 19'-4' (232') PRESTRESSED 165 201 313 401 490 51B 661 N R 204 165 239:P0 550 136 940 1160 21'-4' (256")PREStRESSEp 145 186 218 356 433 512 590 N.R. 172 142 212 336 411 635 001 993 22'-O'(2649PRESTMSSED 140 180 268 343 418 493 1 568 N.R. 161 131 205 322 45l 601 111 941 24'-0'(288') PRESTRESSED IZl 165 1 244 312 380 441 515 N.R. 135 124 186 1 290 400 538 1 680 833 -I¢Vuc.0 vAL.uc 921 AVM rc . 1r 11= - -1=1-W V �1. R" PRFCOST W/ 2" RECESS DOOR U -LINTELS 8" PRECAST W/ 2" RECESS DOOR U -LINTELS .�n : ... LENGTH UPLIFT GRAVITY COMMENTS ATEA LEZTN tYPE SW6-IT 8W10 -IT 8Wt4-1T eWIS-iT 8RF22-IT BRF26- 8FE10-2 BW14-2t DWIB-2T DW22-2 8RF26- - 0010-06 eRl'114- I®- 8FF22- 81@F26- 8NF6-1s 81�FI0-IB 81 14-15 SFAS-IB 811*22-8 SM6-IB 81 30-05 OW30-IB 4'-4' (52') PRECAST (52') PRECAST 1591 3053 2982 3954 4929 5904 6880 1489 1021 3412 4982 6412 1941 9416 10816 4'-6' (54") PRECAST 1351 1449 2182 2114 3600 4481 5315 6264 1102 3412 4982 6412 1941 9416 108,115 5'-$" l68") PRECAST 832 1602 1550 2058 2566 3015 3505 185 1153 2162 4014 6412 6516 5014 6839 5'-10' (109 PRECAST 135 119 1500 1449 1924 2400 2016 3352 1103 2051 3811 6412 6516 5450 6411 6'-8' (809 PRECAST lie lie 9e1 ]fill 2933 25i6 3223 3012 4522 822 901 1611 2933 4100 6130 8111 6101 (909PRECAST 1325 161 1311 2252 1958 2451 2944 3439 665 164 131-1 2325 3609 5492 6624 5132 SI -81 (116 9 PRECAST 311 420 834 1253 1011 1342 1614 1886 535 928 1491 2119 2610 1 3595 2815 8" PRECAST W/ 2" RECESS DOOR U -LINTELS .�n : ... LENGTH UPLIFT T'f =E ELEV. C ��D COMMENTS ATEA TYPE LENCsTI-I SW6-IT 8W10 -IT 8Wt4-1T eWIS-iT 8RF22-IT BRF26- 8FE10-2 BW14-2t DWIB-2T DW22-2 8RF26- 8FIF30-1 8I11E90-2 B4'-4' L 2 (52') PRECAST BF24-05AT 1513 2413 3260 4112 4961 5625 932 93z MIS 2339 3110 4000 4850 51%4'-6' R1524- (54') PRECAST 81=8-05/IT 1501 2311 3121 3931 4156 5611953 L 5A $53 1455 2240 3036 3831 4643 5453 5'-8' (659 PRECAST 1112 1195 2423 3055 3689 4325 501 501 1324 1132 1141 2351 2918 3603 4230 5' -10' (10') PRECAST 096- 1138 1142 2352 2965 3581 4198 81=24-05/1T 469 0136 1099 1690 2208 2891 3491 4106 469 6'-8" l80')PREGAST lie lie 882 956 1513 1468 2042 1981 2513 2509 310-1 3035 3642 3563 830 use -i'-6" (90'J PRECAST b88 b91 1325 1810 2280 2153 3221 lie 941 68B 849 1 13e2 1 I162 1 2225 2690 3151 9'-8' 016') PRECAST 533- 1 433 1 808 1 1123 1 1413 1104 1995 516 614 633 1 521 1009 1 1369 1 1128 2088 2450 vM=WWC.= vALue OT 170 rVR Lsiw~C -tw ri=LV m=iPe % 25 -SH ELEV. "A" 8 "P° 26 -SH ELEV. "C" 4 "D" CAST -CRETE LINTEL, V-8" SEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "5" V-4" SEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D' 61 I f� .. : ... LENGTH TYPE ELEV. A ��5" T'f =E ELEV. C ��D COMMENTS L 1 4'-6" SF24-05AT &Flro-05/1T lintals must be reduced by 20% if bearing length is less than 6-1/2'. Safe loads for all recessed lintels basad on 8' nominal bearing. g L 2 4'-6" BF24-05AT SF11'o-05/1T QUANTITY OF *5 REBAR At BOTTOM OF LINTEL CAVITY F F L 3 4'-6" •4 L • • • • 81=1&-08/7 81=16-15AT SRP22-08/1T aF24-05/1T 81=28-15/7 �4MSTw<*q4ET4t LINTEL SCHEDULE L INTEL NO. LENGTH TYPE ELEV. A ��5" T'f =E ELEV. C ��D COMMENTS L 1 4'-6" SF24-05AT &Flro-05/1T lintals must be reduced by 20% if bearing length is less than 6-1/2'. Safe loads for all recessed lintels basad on 8' nominal bearing. g L 2 4'-6" BF24-05AT SF11'o-05/1T QUANTITY OF *5 REBAR At BOTTOM OF LINTEL CAVITY F F L 3 4'-6" SF24-05/1T BF16-05/1T 5. Rebar provided in precast lintel per ASTM A615 GR60. FI®Id rebar ASMI cas CsR4® or CsR60. L 4 4'-6" 5RF22-05/1T 81=8-05/IT 6. Bottom Field added rabar to be located at the bottom or the lintel cavity. Y teal For echanicalanchora e. �. 7/32 diameter wire stirrups are welded to the bottom e m p g L 5 1-1'-4" BF28-115/IT 8F36-15AT calculating the maximum resisting moment and shear at d -away from the race or support. 8. For composite lintel heights not shown, use safe load from next lower height. L 5A 9'-4' 81=28-15AT 8F36-15AT L 6 4'-6" SF24-05/1T 6F16 -05/1T L -I 4'-6" 8F24-05AT BF16-05AT OF EL INT CAVITY L L 8 4'-6" SF24-05/1T 5F16 -05/1T L 9 4'-6" 81=24-05/1T 8F16 -05/1T NOMINAL WIDTH L 10 9'-4" SF12-15AT SF16-15/1T L 11 10'-6" OF12-15/1T 8F16-15AT L 12 i'-6" SF24-15AT 8F16 -MAT L 13 6'-6" SF24-I5AT BF16-05/1T L 14 6'-6" BF24-15AT 8F16-05AT L 15 l'-6" 8F24 -15/1T 8F16-05AT OPT. 6068 SG > r -1 V I L --J LAUN. r - - V -S" CLG. I I L. -J 0 BDRM. 2 8'-8" CLC. F ------- I 2 -CAR GAR. 5'-V CLG. -- _._.- - - - - . L- 5 --..-.-- I6_-0" X �'_0 11 O.H. -------- WTFOE --------------------- 3RD. CAR GAR. 5'-V CLG. L- 5 A V- 0" X 1'- 0" O.H. (f)_SQPT.3rd CAR GARAGE '-8" SEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "5" 9'-4" E3EARING HEIGHT THROUGH OUT ELEVATION "C" b "D" A R C H IT E C T S DesirnGroup .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUSDIV. & LOT: TUSCA SOUTH LOT#29 PROJECT# 1703.00 MODEL: 1755" GARAGE OWING: RIGHT PAGE: LINTEL SCHEDULE (CAST -CRETE) ARCHITECT: STATE OF FLORIDA E DATE: 12/22/09 SAFE LOAD TABLE NOTES 1/4"=1'-0" MATERIALS GENERAL NOTES 1. All values based on minimum 4' bearing. Exception: Safe loads for unfilled T"rf=E DESIGNATION I. f'c rocaet Iintals = 3500 et. p p I. Provide full mortar head and bad joints. 2. Shore filled lintals as required. lintals must be reduced by 20% if bearing length is less than 6-1/2'. Safe loads for all recessed lintels basad on 8' nominal bearing. g F = FILLED WITH GROUT / U = UNFILLED 2. F'a prestressed lintels - 6000 psi 3. f'c grout ■ 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate 2. N.R. =Not Rated. 3. Safe loads are total superimposed allowable load on the section apaciFiad. 4. Safe loads based on rade 40 or rade 60 Fiald rebar_ QUANTITY OF *5 REBAR At BOTTOM OF LINTEL CAVITY F F minimum net area compressive strength = 1900 psi. vertical call reinforcing and grouting. �11 lintels most or exceed L/360 vertical d®flection, except Iintals 11'-4' and ,4 g g 5. Additional lateral load capacity can be obtained by the designer by providing 5. Rebar provided in precast lintel per ASTM A615 GR60. FI®Id rebar ASMI cas CsR4® or CsR60. • longer with a nominal height of W meet or exceed L/180. addtonal reinforced masonry above the precast lintel. OF 1 _ 1 /, per 6_ Prestressing strand per ASTM A 416 rade I Y 9 p 9 210 210 low relaxation. 6. Bottom Field added rabar to be located at the bottom or the lintel cavity. Y teal For echanicalanchora e. �. 7/32 diameter wire stirrups are welded to the bottom e m p g 6. One 01 rebar may be substituted for two 05 rabare in 8' lintals only. tables b s from the safe load tabl 1. the designer may evaluate concentrated load f y NOMINAL WiDTH M9 1. wire per ASTM A310. -1. Mortar per r AS A5 type M or S. 8. Cast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysts per ACI 318 and ACI 530 calculating the maximum resisting moment and shear at d -away from the race or support. 8. For composite lintel heights not shown, use safe load from next lower height. QUANTITY OF NOMINAL NEiCsHT REBAR At TOP S. All safe loads in units of pounds per linear Foot. A R C H IT E C T S DesirnGroup .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUSDIV. & LOT: TUSCA SOUTH LOT#29 PROJECT# 1703.00 MODEL: 1755" GARAGE OWING: RIGHT PAGE: LINTEL SCHEDULE (CAST -CRETE) ARCHITECT: STATE OF FLORIDA E DATE: 12/22/09 05 REBAR AT TOP 1/4"=1'-0" SHEET MIN. (1) REQ'D ° 1-1/2' CLEAR i G.M.U. GROUT �p • +'S REBAR AT BOTTOM • • OF EL INT CAVITY L BOTTOM REINFORCING 1-5/9'ACTUAL PROVIDED iN LINTEL a' NOMINAL WIDTH (VARIES) A R C H IT E C T S DesirnGroup .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUSDIV. & LOT: TUSCA SOUTH LOT#29 PROJECT# 1703.00 MODEL: 1755" GARAGE OWING: RIGHT PAGE: LINTEL SCHEDULE (CAST -CRETE) ARCHITECT: STATE OF FLORIDA E DATE: 12/22/09 SCALE: 1/4"=1'-0" SHEET of .17T I L --J LAUN. r — — -i S'-8" CLG. I 0 L --J L O BDRM. 2 81-8" CLCD. 2—CAR GAR. S' -VII CLG. L— 5 i-_-0" X'11-011 ------------ / 25 -SH 25-5H EGRESS EGRESS 3RD. CAR GAR. V-8" CLG. L— 5 A 8'-011 X 11-011 O.H. ,COPT. 3rd CAR GARAGE 8'-811 BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B" V-4" 5EARING HEIGHT THROUGH OUT ELEVATION "C11 4 "D" WEA i WA [;C/O' CONCRETE FRODUCT5, INC. P.O. BOX 279 ZELLWOOC), FL 32198 (401) 886-2511 1-800-654-5139 FAX 40'1-886-0195 LINTEL NO. LENGTH TYPE ELEV. 11,411 4111511 TYPE ELEV. 11/:11 4"D" COMMENTS L -I 4'-611 8/24-6-1U/0L 8/16-5-1U/0L 4'.0' L-2 41-611 8/24-5-iU/0L 8116-5-iU10L PM�CAST L-3 41-6" 8/24-5-111/0L 8/16-6-IU/0L 1 L-4 414o11 8/22-8-1U/0L 8/8-5-iU/0L REGESSEU L-5 111-411 8/28-6-I11/1L 8/36-5-IU/1L 10000 L -5A 91-411 8/28-5-I1J/1L 8/36-6-iU/1L 10mm0 L-6 41-611 8/24-8-1U/0L 8116-S-iU/0L 6133 1853 L-1 41-611 8/24-6-IU/0L 8/16-5-11J/0L 19000 1 009 L -S 41-611 8/24-5-I1.1/01- 8/16-6-1U/0L 5018 L-9 4'-611 8/24-8-111.1/01- 8/16-S-1U/0L 10000 L-10 91-411 8/12-5-1U/1L 8/16-5-1U/1L L-11 10140" 8/12-6-1U/1L 8/16-S-1U/1L 10000 L-12 11-6" 8/24-5-1U/1L 8/16-6-1U/0L 5'-4' L-13 6'-6' 8/24-5-IU/iL 81ilcJ-6-IU10L 4823 L-14 6'-6 8/24-8-1U/1L 8/16-S-1U/0L 1006 1651 3556 6491 10000 6000 10000 L-15 6" 8/24-8-1UAL 8/16-6-1U/0L OPT. 6068 5GD 25 -SH ELEV. 11.411 k 11511 2ro-SH ELEV. "GO ! IID" v co ti_r,. WEKIWA LINTEL SCHEDULE V-8" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B" 9'-4" 5EARiNG HEiGHT THROUGH OUT ELEVATION "C" 4 "p" 8" LINTEL UPLIFT r , a-nRr.r��Ys nnMr �i a-a��r�rra-nR�r7i1_s� nn>tr�rr a nn�r ��ra n�� IFTrATWW"FMIM NON. au 1.-ai �1_I l� ��CY7itYfZ!_7'S-�_II �- �iE 7i -1•_r ' ' l_r. J !'GY4inota,-]aif i1-f,al�]I�_� rr�_-1k Sit. 7�_t ]-�E_.Sk)♦ Nona[ rFJ■_32.1->•!' 1JIs 49ltJE1'7•�1; 7�LJ1 . a_r�K>._. fcr ai<-rc s•_r ... J_r . J_ .•.� ��_1Gti_k-ilt��r lr>•� zf•>•s.;]�_1ll as1 �� L-'i'1�'"7 `L]__'7 ;� -�_ IK)•ir J_r�. 'tel ��_ rHariYJ�aM'f x. �arrx �MErcraa6• > >•�;» _L_i,=Ya_i'! lra_4 a^ l�'rl�� l�,rr;tl��rltl�;:I "1• ��,�� kL�a_cev fit. •.'.��i-.r=+-7�"fNai('Yi:� �[• f,��iL-t1:�1-1-t1_trF ra_]rY�'�KY(��]� L.i�P.f•Y�_IIZ��'}'!LJ•!S:.��kY1>•il X� i•�J�_I.:%1l�aM'Yf Tai - .1•! rLatl Z7�6Y♦ti ��arz� mil r4i_ T: a_•ryra�+7�aa6".�t,�Ma=:�r� MME!__L3Ja_'k/�#� 7�_- X J•MMM[Trla�. I'G� ®�sr l�>•_,-1r•_+r.-'r_C9f.�_1'_Yairl<»>�ivri i4'"a�Cfjl•iF .�>•arczr>•_c .: ]-at.7wrr�� , gr• arta_ T r��lr__rcx-r•_I rr a_L:JLlll�i<'f'�-''� ®' �]t•>•il -,i_ "<---�!JL_ONlONR�,r!-'a�'.7xl��Zff:.� ��Eill�c>•�k-��_r x1�it'Jr)•�f Yl__IL�.� ��_xai�- xat"y�_rrr�arr�.�ai1�}>•�nr�� MEMNONnow._l=S:7z=nomoluS:lm noma�MONL l �::Chi►':�_'L'-1•�L7i_iY..:.-)•�'E4-rl•�'J -� ��SLYJ•if._�_Irk��LiG�_f_YJ�!'!L 1=iiS][.� ��iSI�iETi�wF>lIYIi�►.cz_�j➢i�'1f �>■i�«Yis gra-��r-�r��x�� ie��-.•�I__Ir-��_f ra-� ��Yii_'4k!•i'L-r�i-f>SltYf moi•;-.-itLY� �'Ly�t1I->•_i=, >•i<E)•i=t J■�Y.'��iE'iY� NOSH MONL,tIlY�� _G«>l��Yti�l4>•�]f-ice-- ��; �iY1-� i-1��C!��f%�if^LI�YYa•�S]��•�� 12" LINTEL GRAVITY 8" LINTEL GRAVITY LINTEL SAFE LATERAL LOADS (PLF) L +h SAFE GRAVITY LOADS (PLF) 1' 0' p 6m LLM IONAL 15T TOTAL, LEND TYPE 111 4'.0' 8/12 -5 -01 - 8416 -S -mL 8/19-6-m 8/34-6-0L 8-S-0 8/32-6-0L PLAIN 8/8 -8 -IL B/IZ-S-IL 8/16-8-1L 8420 -8 -IL 8/14-6-1L 8/28-6-1L 8/92-8-1L 2'-101 PM�CAST 6021 9 8491 1 10000 1 IOmO® 10000 10000 9'-6' PIQECAB7 6'-S' 4011 9999 10000 10000 10000 10000 10000 2603 4011 10000 10000 10000 10000 10000 10mm0 4'-0' P'IMCAST 1821 2921 2921 6133 1853 9516 10099 10000 10000 10000 10000 lmmoo 0000 19000 1 009 4'-6" PRECAST NOMINAL WIDT+4/HEIG4T OF LiNTEL 2214 5018 1119 9284 10000 10000 10000 1898 2214 5412 10000 loom, 10000 10000 10000 4'-8' F I�GAST 2111 4660 656E 8520 10000 10000 10000 1298 1 4 1 I 5'-4' PRECAST --'7�'---1• 1651 3"409 4823 6239 1658 9011 I 1006 1651 3556 6491 10000 6000 10000 1 5'-10' PRECAST 1461 3001 6111 8886 10000 19000 10000 g48 1461 3001 5111 6888 109 DO 10009 100010 ON I _17-1111111111 F'FIEGABt 1� 1232 1232 2440 2440 3934 3934 6250 6250 8889 Im00m 10000 10000 1m00m 10000 1-i" PRECAST siRT�r �'* I 1 1918 2942 4346 6461 10009 loom 962 1001 1916 2942 4346 6461 10000 WOW 1'-8' I'REGABt 915 1649 2819 4131 6910 9245 10mmm 544 915 1849 269 4131 010 9245 10000 e'-0' PI�CABT 916 1124 2602 31ST 5030 1998 logim 511 916 1124 2602 3151 5405 1998 10009 8'-4' PFIECAST .864 1615 2415 3444 4866 6983 10000 4S2 864 1615 2415 3444 4810 6983 199mm 9'-4' F°ICAST 141 1361 1991 2168 3169 5124 1061 411 T 1361 1991 316 SI 1 10'-6' PRECAST 349 636 636 1148 1148 1649 1649 2231 231 2963 2963 3883 3883 5094 5094 IV -4' FICABT 514 1028 1465 1964 2566 3305 4239 315 514 1028 1465 964 2566 3305 4239 PRECAST 539 950 1343 1189 2316 2951 3134 292 533 980 1343 1189 2316 2151 3134 12'-6' F I�EGABt 605 896 1264 1616 2151 7130 3426 211 DM 896 1264 116 2151 2190 3426 19'-4' PRECAST 464 822 1151 1515 1935 2425 3010 255 464 822 1151 515 1935 2425 3010 14'-m' PI�GA6T 436 169 1013 1406 1186 2225 2141 239 43 169 1013 1406 1186 2225 2141 14'-8' PRESTICESSED - NPL NK WA NX NR KIRL NR 450 811 1734 1431 1119 2188 7617 W-4' FREBTRE66ED NR. 454 165 1160 1331 1660 2032 2459 11'-4' PRESTRESSED KR- NA NAL N NJ@ 652 IIIT 1319 1611 19'-4' PRSSTRIESSED K NJV K R. NANA 3314 561 849 560 111 141 Z0'-0 P'RESTRES9ED NR Kt? NX NA NR 32b 543 812 1345 PRESTRESSED N NA NR 96 5R 1 f14416 PiQESTRPSSED NA K NA WE NA NA NR 261 40 111 806 981 1111 Z4'-0' PRESTI�66EED NR nat - not KMOManasa NR .Not Rseotm.nded 8" LATERAL TABLE LINTEL SAFE LATERAL LOADS (PLF) L +h TyP. 1' 0' p 6m LLM IONAL 15T et 2016 111 4'.0' FnuHme �mr1r, 2060 Q95 NONE K ® 2690 4'_4' ->.--' I�i�^T7�'"--'i'-'�1•i""-1w.�"-1•x^'^1• 26,40 NEF—, 77,>..Eff---,= rfmot 1120 220 6'-S' F"erA6t 4000nw 19'-4" TO 23'-6' - 6'-V �s��'l�.r^-err^--»-�-��^•^>• _ 6 N F' wofi1 130 119D 111 Fnr+K I ow I 900 V 'A' MARS (MAIN REINFJ NOMINAL WIDT+4/HEIG4T OF LiNTEL iN 'A' SARS (MAIN REIPFJ 771111 -10 SEE SCHEDULE ®®�� ■ire m>• �+�*� 111111111171MMF-i71� i^ --� �"'->• i"""1■ �'--'1• �'�'� iT 7117 it* --'7�'---1• , ONE-FS.1MOr-773MIM ��'!"��S!'ii"S�ii*^r!■i'�7ii"S�iGl'1• ■t'l!'ilr'1•� ,r'ii'?F�i'7"�iTSi��i TYPICAL LINTEL 12 x81 SECTION " OR LOI LINTEL CC.AAVI�;-uPr�,e ON I _17-1111111111 ®r.��±fir,�11111t�r'i�^�i's:'ii'71•�?'�� sr-� �*� 1�TS11I■ �� siRT�r �'* IN ONE!37MM�MMK,i 7,'.7 ii rL'♦.. �1• �1• if-Sii �i � �iT� i'i'i ■a�� mm§7-,�1m� mogr mon�� .7 � �• i ii 1i N rx NR .Not Rseotm.nded 8" LATERAL TABLE LINTEL NI! •Not R.00ml.R W 8" RECESS DOOR HEADER LATERAL TABLE RECESS DOOR HEADER SAFE LATERAL LOADS p£�£ B' (PLF) Lw dllh T° $� p CefN BEP I FMGut I I Z477-71 12" RECESS DOOR HEADER LATERAL TABLE RECE55 DOOR HEADER SAFE LATERAL LOADS (PLF) L +h TyP. 1' 0' p 6m LLM IONAL 15T et 2016 111 4'.0' FnuHme �mr1r, 2060 Q95 NONE K ® 2690 4'_4' ->.--' NEF,--->...----�.�-�->. 26,40 NEF—, 77,>..Eff---,= rfmot 1120 220 6'-S' F"erA6t 4000nw 19'-4" TO 23'-6' - 6'-V FTrmet016 _ 6 N F' wofi1 130 119D 111 Fnr+K I ow I 900 V 'A' MARS (MAIN REINFJ NOMINAL WIDT+4/HEIG4T OF LiNTEL iN 'A' SARS (MAIN REIPFJ 771111 -10 SEE SCHEDULE ®®�� ■ire m>• �+�*� �i �._.m ��'!"��S!'ii"S�ii*^r!■i'�7ii"S�iGl'1• ■t'l!'ilr'1•� ,r'ii'?F�i'7"�iTSi��i TYPICAL LINTEL 12 x81 SECTION " OR LOI LINTEL CC.AAVI�;-uPr�,e ®r.��±fir,�11111t�r'i�^�i's:'ii'71•�?'�� sr-� �*� 1�TS11I■ �� siRT�r �'* IN NI! •Not R.00ml.R W 8" RECESS DOOR HEADER LATERAL TABLE RECESS DOOR HEADER SAFE LATERAL LOADS p£�£ B' (PLF) Lw dllh T° $� p CefN BEP I FMGut I I Z477-71 12" RECESS DOOR HEADER LATERAL TABLE RECE55 DOOR HEADER SAFE LATERAL LOADS (PLF) L +h TyP. 0'� 0' p 6m LLM IONAL 15T et 2016 111 4'.0' FnuHme LIp�E+G 5AppRS, 2060 Q95 NONE K 1660 2690 4'_4' prwAN 8'16 26,40 0 rfmot 1120 220 6'-S' F"erA6t 4000nw 19'-4" TO 23'-6' - 6'-V FTrmet016 _ 6 N F' wofi1 130 119D 111 Fnr+K I ow I 900 LINTEL REINFORCEMENT SCHEDULE ...........: LINTEL LENGTH ??a(�):� 111:1-4:51;: •::::::;: [;•:::;>?:?1»?::REINFORCEMEM:;vLtiii(t4 iittt":F ;;;•i:::>:( TYPICAL LINTEL 811x8 RECESSED SECTION •• NCH: ''1'•:3t(ii721NCH iiriii:.::"PREINFORCEMENT:"?::•i'0"REINFORCEMENT 31)) ICGNCREpITOPyp£EaA�G�Ep M FIELD) IONAL 15T 2'-10' To 6'-4° 2'-10" To S-6' 2 A3 NONE 111 5'-10" To 6'-6' 5'-10" To 6'-8' 2 N4 NONE LIp�E+G 5AppRS, 7'6' TO 6'4" TV TO B4" Q95 NONE -41 To 14' " 9141 TO 17-41 ggT/O/6�yP Ep�H LEG�Lr' to 14'A� LENGTHS (O TIONAAL)�� d11dJ 14'-6" To 75'-4'f2)746 PRESTRESSED (2 )03 �� r 1T-9 2 7116"PRESTRE86E0 2 A 1- 19'-4" TO 23'-6' - W7116'PRE6TRES&O -. 295 1/32' STIRRUPS AT 4'-C"= _ REFER TO LINTEL SECTION FOR REINFORCEMENT LOACTIONS ll •S CONTINUOUS (CONC�'tPACFEID INFIELD) TOP yLEEGq @ q : LEG UP TO 14'-0' LENGTHS 1/32' STIRZI3PB • 4'-0' CWC (U +5 CONTNUOUS (OPTIONAL) 'A' BARS (MAIN Wft—FJ BEE SCHEDULE 1 1 'S' ESAR6 - SEE SCHEDULE 12" LATERAL TABLE LINTEL TV - IA R C H ITEC Ts 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU13DIV. 8e LAT: TUSCA SOUTH LOT#2J PROJECT# 1"703.00 MODEL: 1755" GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (WEKIWA) ARCHITECT STATE OF FLORIDA DCT' 1 2009 DATE: 12/22/09 SCALE: 1/4"l-11-011 SHEET IB. iop. 6 33. (1) 19 CONTINUOUS 1)05 CONTINUOUS TYPICAL LINTEL 811x8 RECESSED SECTION 31)) ICGNCREpITOPyp£EaA�G�Ep M FIELD) IONAL 15T 1211 8114'- 111 1 1 LEG U TO m LENGTHS ' LIp�E+G 5AppRS, `^. ggT/O/6�yP Ep�H LEG�Lr' to 14'A� LENGTHS (O TIONAAL)�� d11dJ u1- t�THB r -�� N mla A 9.AR8 (MAI�y pow.) SEE 6CH�PUL (U9CONTINUOIJS (OPTIONAL) 1/32' STIRRUPS AT 4'-C"= NV - 1011,40 X55 TYPE ©ESIGNATION N -h0 IA R C H ITEC Ts 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU13DIV. 8e LAT: TUSCA SOUTH LOT#2J PROJECT# 1"703.00 MODEL: 1755" GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (WEKIWA) ARCHITECT STATE OF FLORIDA DCT' 1 2009 DATE: 12/22/09 SCALE: 1/4"l-11-011 SHEET IB. iop. 6 33. (1) 19 CONTINUOUS TYPICAL LINTEL 8"x8" SECTION TYPICAL LINTEL 811x8 RECESSED SECTION 8'x16' i*40CKOUT aLOCK IONAL 15T 111 pp® pgI C CONCRETE L N FIELD) LIp�E+G 5AppRS, Ull� ggT/O/6�yP Ep�H LEG�Lr' to 14'A� LENGTHS u1- t�THB 1/32' 5TIIRRt3P5 a 41-0' C/C mla (U9CONTINUOIJS (OPTIONAL) NV - 1011,40 X55 TYPE ©ESIGNATION -h0 1/32' 6TIRRUP6 AT 4'-0' as �I� r 111 'S "nr� V 'A' MARS (MAIN REINFJ NOMINAL WIDT+4/HEIG4T OF LiNTEL iN 'A' SARS (MAIN REIPFJ -10 SEE SCHEDULE SEE SCHEDULE 15' OARS - SEE 604EDULEI PLAIN OR SOLID LINTEL F F L No. IBARS TYPICAL COMPOSITE LINTEL SECTION TYPICAL LINTEL 12 x81 SECTION " OR LOI LINTEL CC.AAVI�;-uPr�,e IA R C H ITEC Ts 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU13DIV. 8e LAT: TUSCA SOUTH LOT#2J PROJECT# 1"703.00 MODEL: 1755" GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (WEKIWA) ARCHITECT STATE OF FLORIDA DCT' 1 2009 DATE: 12/22/09 SCALE: 1/4"l-11-011 SHEET IB. iop. 6 BDRM.#�2 -- 8'-8' CLG- - J LAUN- --� I I --J O 0 I I L ----- J 2 -CAR GAR. V -S' Cl -G. 3RD. CAR GAR. W-8' CLG. I I L -5A 81-0' X 11-0' O.A. 161-0' XT -01 O.N.--------- 1 1 OBPT R� 3E d HEIGHT THROUGH OUT T ELEVATION V-4' IBEARING HEIGHT THROUGH OUT ELEVATION 'C' 4 ADA CONCRETE LINTEL PROPERTIES AND SPECIFICATIONS: PRODUCT DESCRIPTION: A steel reinforced concrete beam designed to be placed above an opening in a masonry wall. The primary element is a steel reinforced high strength precast concrete beam with a U-shaped cross- section, which can be grout filled (poured) or remain empty. Masonry units may be placed on top of this primary beam element and poured with grout to form a deeper section for additional load capacity (steel reinforcement may also be added). MATERIAL SPECIFICATIONS: 1. Precast, non -prestressed lintel for 8" and 12" CMU construction: 3,500 psi (f'c) 2. Precast, prestressed lintel for 8" CMU construction: 6,000 psi (f'c) 3. Grout compressive strength 3,000 psi (Fg) per ASTM 0476 with maximum aggregate size of 3/8" and'a slump range from 8" to 11". 4. Concrete masonry units shall conform to ASTM C90 with a minimum 1,900 psi net area compressive strength. S. Steel reinforcement in precast lintel: ASTM A615, Grade 60. 6. Prestressing strand in precast lintel: ASTM A416, Grade 270, low relaxation. 7. Steel reinforcement added in the field: ASTM A615, Grade 40 or 60. 8. Mortar: ASTM C270. Tvne M or S. GENERAL STRUCTURAL NOTES: 1. End bearing: minimum 6-1/2". 2. Full mortar joints required, 3. Lintel installation must conform to project drawings. 4. Steel reinforcing bar at bottom of lintel cavity may be added in the field. 5. Vertical reinforcement and grout may be placed in 51/2 long notches at each lintel end. 6. Allowable load ratings (tabular values) conform to ACT 318 and ACI 530 based upon rational analysis. 7. Mechanical anchorage provided by 7/32" dia. wire stirrups welded to the bottom longitudinal reinforcing bars. 8. Poured in place concrete may be placed above primary precast ]Intel as an alternate to grouted CMUs to form the composite beam, 9. lintels with a nominal height of 8" and longer than 17' 0" meet or exceed LJ180 deflection ratio. All other lintels meet or exceed L/360 deflection ratio. 10. When allowable load capacity of a precast unfilled lintel is exceeded by the dead load of grout filled composite lintel during construction, lintels shall be shored at 8' o.c. maximum and shoring maintained until grout reaches at least 85% of its specified strength. 11. Using the following equation, lintels shall be checked for simultaneous load stresses when a combination of vertical and horizontal loads are applied: 25-8H 3=LEv. 'A' 4 '13' 26 -SH ELEV. 'G' 4 'D' PRO -CRETE LINTEL SCHEDULE 8'-8' BEARING HEIGHT THROUGH OUT ELEVATION 'A' 4 '15' V-4' 5r=ARIW% HEIGHT THROUGH OUT ELEVATION 'G' 4 'D' Applied vertical load + Applied horizontal load <- 1.0 Safe vertical load Safe horizontal load ALLOWABLE LOAD TABLE NOTES: 1. For beam heights not shown, use tabular values for next lower height. 2. For beam lengths not shown, use tabular values for next longer length. 3. Load ratings assume end bearings provided conform to ACI 530 and ACI 318. 4. Load ratings are expressed as uniformly applied in pounds per linear foot. 5. Composite beam loads assume matching tap and bottom field -placed steel reinforcing. 6. Load ratings are net capacity (beam dead load subtracted or added as appropriate). 7. Uplift ratings assume placement of 1 #5 vertical reinforcing bar in each beam end continuous to within 2" of the top of beam with hooks into filed cells. 8. Lateral load ratings assume grout filled cells at each end of the beam span with a minimum of 1 #5 vertical bar. 9. Tables may be used for concentrated loads by translating the applied moment into an equivalent uniformly distributed load. 10. Tabular values assume a 61/2" bearing at each end. Reduce tabular values by 20% for a 4" bearing, 11. When Grade 40 reinforcing is used, tabular load ratings must be reduced by 20%. Nominal Width Dimension (inches) P-R204G/2U Field Placed #5 Bar(s) Reinforcement (U = Uplift or G = Gravity) Nominal Depth Dimension (inches) P = Poured Grout, E = Precast Only (Empty) For Door Headers, depth shail be designated by a 2" reduction in nominal depth and the letters 'RDH' will be added after the nominal width. Lintel Product Description Nomenclature PRO -CRETE LINTEL SCHEDULE LINTEL NO. LENGTH ELEV. 4'5' ELEVr IE G.OMMENTS LI 4'-6- P-8X24-0GAU P-9XI6-0G/IU L2 4'-6' P-8X14-OG/IU P-8X16-0GAU L3 4'-6' 1-_8X24-0GAU I,-8X16-0G/IU L4 4'-6' 1'-8X22-R1D14-0G/IU P-BX8-0cmu L 5 IT -4' P-8X78-IG/IU P-8X36-IG/ILL L 5A V-4' P-0X28-IGAU P-8006-IGAU L 6 4'-6- P -8X24-06/10 P-8X16-OWIL1 L 1 4'-6' P-8X24-OGAU P-8X16_VWIU L 8 4'-6' P-8X24-OGAU P-8X16-OGAU L 9 4'-6' P-8X24-OGALI P-8X16-ors/IU L 10 V-4' P-8X24-IGAU 10-BXI6-IG/IU L 11 101_6' P-8X04-IGAU P-BXI6-IG/IU L 12 7'-6' P-8X24-IGALI P -8X16-114/10 L 13 6'-6 P-8X24-IGAU P-8X16-I152/IU L 14 6'-6' P-8X24-16AU P-8X16-IG/IU L 15 1'-6' P_6X24-ICs/IU P-8X16-IWIU OPT. 6068 SGO CONCRETE LINTEL PROPERTIES AND SPECIFICATIONS: PRODUCT DESCRIPTION: A steel reinforced concrete beam designed to be placed above an opening in a masonry wall. The primary element is a steel reinforced high strength precast concrete beam with a U-shaped cross- section, which can be grout filled (poured) or remain empty. Masonry units may be placed on top of this primary beam element and poured with grout to form a deeper section for additional load capacity (steel reinforcement may also be added). MATERIAL SPECIFICATIONS: 1. Precast, non -prestressed lintel for 8" and 12" CMU construction: 3,500 psi (f'c) 2. Precast, prestressed lintel for 8" CMU construction: 6,000 psi (f'c) 3. Grout compressive strength 3,000 psi (Fg) per ASTM 0476 with maximum aggregate size of 3/8" and'a slump range from 8" to 11". 4. Concrete masonry units shall conform to ASTM C90 with a minimum 1,900 psi net area compressive strength. S. Steel reinforcement in precast lintel: ASTM A615, Grade 60. 6. Prestressing strand in precast lintel: ASTM A416, Grade 270, low relaxation. 7. Steel reinforcement added in the field: ASTM A615, Grade 40 or 60. 8. Mortar: ASTM C270. Tvne M or S. GENERAL STRUCTURAL NOTES: 1. End bearing: minimum 6-1/2". 2. Full mortar joints required, 3. Lintel installation must conform to project drawings. 4. Steel reinforcing bar at bottom of lintel cavity may be added in the field. 5. Vertical reinforcement and grout may be placed in 51/2 long notches at each lintel end. 6. Allowable load ratings (tabular values) conform to ACT 318 and ACI 530 based upon rational analysis. 7. Mechanical anchorage provided by 7/32" dia. wire stirrups welded to the bottom longitudinal reinforcing bars. 8. Poured in place concrete may be placed above primary precast ]Intel as an alternate to grouted CMUs to form the composite beam, 9. lintels with a nominal height of 8" and longer than 17' 0" meet or exceed LJ180 deflection ratio. All other lintels meet or exceed L/360 deflection ratio. 10. When allowable load capacity of a precast unfilled lintel is exceeded by the dead load of grout filled composite lintel during construction, lintels shall be shored at 8' o.c. maximum and shoring maintained until grout reaches at least 85% of its specified strength. 11. Using the following equation, lintels shall be checked for simultaneous load stresses when a combination of vertical and horizontal loads are applied: 25-8H 3=LEv. 'A' 4 '13' 26 -SH ELEV. 'G' 4 'D' PRO -CRETE LINTEL SCHEDULE 8'-8' BEARING HEIGHT THROUGH OUT ELEVATION 'A' 4 '15' V-4' 5r=ARIW% HEIGHT THROUGH OUT ELEVATION 'G' 4 'D' Applied vertical load + Applied horizontal load <- 1.0 Safe vertical load Safe horizontal load ALLOWABLE LOAD TABLE NOTES: 1. For beam heights not shown, use tabular values for next lower height. 2. For beam lengths not shown, use tabular values for next longer length. 3. Load ratings assume end bearings provided conform to ACI 530 and ACI 318. 4. Load ratings are expressed as uniformly applied in pounds per linear foot. 5. Composite beam loads assume matching tap and bottom field -placed steel reinforcing. 6. Load ratings are net capacity (beam dead load subtracted or added as appropriate). 7. Uplift ratings assume placement of 1 #5 vertical reinforcing bar in each beam end continuous to within 2" of the top of beam with hooks into filed cells. 8. Lateral load ratings assume grout filled cells at each end of the beam span with a minimum of 1 #5 vertical bar. 9. Tables may be used for concentrated loads by translating the applied moment into an equivalent uniformly distributed load. 10. Tabular values assume a 61/2" bearing at each end. Reduce tabular values by 20% for a 4" bearing, 11. When Grade 40 reinforcing is used, tabular load ratings must be reduced by 20%. Nominal Width Dimension (inches) P-R204G/2U Field Placed #5 Bar(s) Reinforcement (U = Uplift or G = Gravity) Nominal Depth Dimension (inches) P = Poured Grout, E = Precast Only (Empty) For Door Headers, depth shail be designated by a 2" reduction in nominal depth and the letters 'RDH' will be added after the nominal width. Lintel Product Description Nomenclature Width SAMPLE SELECTION FROM ALLOWABLE LQAQ TABLES: �1 Product Description: P -8x20 -013/2A and required length: 5' 10" Width and Depth actual dimensions 3/8" (Maximum allowable span for lintel Is length minus 13") less than expressed (nominal) dimensions. Allowable Gravity Load (per foot): 3,238# Allowable Lateral Load (per foot): 1,285# Allowable Uplift Load (per foot): 3,810# fi TNCH LTNT 1_ GRAVITY LENGTH TYPE E -8X8 8X8 -0G P -8X12 -0G I P -8X16 0G P -8X20 -OG I P-SX24-OG Field placed masonry units P -8X24 -1G 4 . , (34") Field Uplift Reinforcement ("U") 2,887 n1e ■- - Field -Poured grout ,n 14,677 4,219 7,557 10,005 12,457 14,910 T-6" (42") ECAST2 $0 Field placed masonry units 351 Feld -Poured grout d Field placed Gravity Reinforcement ("G") e • Precast Section (reinforced s M per typical specifications) Width SAMPLE SELECTION FROM ALLOWABLE LQAQ TABLES: �1 Product Description: P -8x20 -013/2A and required length: 5' 10" Width and Depth actual dimensions 3/8" (Maximum allowable span for lintel Is length minus 13") less than expressed (nominal) dimensions. Allowable Gravity Load (per foot): 3,238# Allowable Lateral Load (per foot): 1,285# Allowable Uplift Load (per foot): 3,810# fi TNCH LTNT 1_ GRAVITY LENGTH TYPE E -8X8 8X8 -0G P -8X12 -0G I P -8X16 0G P -8X20 -OG I P-SX24-OG P- -1G P-8X12-iG P-8X16-iG P-BX20-'1G P -8X24 -1G T-10" (34") PRECAST 2,887 3,89 7,319 9,772 12,224 14,677 4,219 7,557 10,005 12,457 14,910 T-6" (42") ECAST2 $0 1,947 351 S 792 7,129 _8,467 2,175 4 6,983 13,721 10 438 4'4" (48") PR CAST 1171 1,136 3105 3,976 4 695 5,813 1,187 3,259 5,220 7,114 8,515 4'-6" (54") PRE ST 1,460 965 2,192 W98 3,567 4,236 008 2,349 4,X4 5,660 7,188 5'-4" (64") PRECA 1,166A733 1,191 2.61 3,985 5,350 1,226 2,749 .51479 5'-10" (70") PRECAST 1,0401061 (54") PRECAST 2 028 3238 4 448 1,092 2 143 3 353 14,563 6'-6" (78") PRECAST 907 692 982 1 275 5 3 666 720 1010 1 1,582 2 676 3,770 11 113 8 INCH LINTEL PRECAST 1,989 1,989 UPLIFT 4'-0" (48") I ATERAL 1,761 LENGTHTYPE T-4" E -8X8 P -8X8 -1U P-BX12- U P -8X16 -1U P -8X20 -1U P -8X2 lU P -8X28 -1U P -8X32 -1U E8X8 P 8X8 ADDED 5, P 8X8 2U P-BX12-2 P -8X16 -2U P-BX20-2U P -8X24- P -8X28 -2U P -8X32 -2U 2'-10" (34") PRECAST 3,533 4,074 8 203 11,335 14,294 17,253 \20,212 23 171 3,487 3,487 10,396 4,0/4 1335 14 294P72 212 23 171 T-6" (42") PRECAST 2,571 1,944 7'-0" 747 10,059 868 14 3 1G 305 2,525 2,525 5,451 1 914 47 10 059 14 2 16 305 4'-0" (48") PRECAST 2,138 1,2!55 598 5 7 8 150 ._____�/�____ 2,980 11 64 13 383 "2,092 2,092 3,743 5 7 8 150 11 648 13 353 4'-6" (54") PRECAST 1,832 _1,,256 1 079 - ' 4 41 I__ 6 427 NLA---------NJA 9 871 1315 1 642 1,642 2,727 1 079 4 419 6 427 8 426 9 871 1 15 5`-4" (64") PRECAST 1,481 899 _ _.._ 840 3 009 4 671 6 056 7,109 B 1 , 43 1486 1,763 699 3 009 34 i 996 9 37_5' -SO" (70"} PRECAST I 30 „ i 256" 21-4 1 { ) 1 2 332 3 810 4 89 5,739 6 583 -------- ----- 1,009 ------__----.. 1,348 1,41808 2,332 3,810 5.k$7 6,764 3,2421 6'-6" (78") I ?RECAST 1,027 134 1 11.5 1,491 i 3 038 7,808 4,470 5.131 i 1.127 1,127 1,083 ?�4 221 1,604 tl38 =E,376 5.715 _,054 0 INGIJ RECESS LINTEL --- LENGTH TYPE LATERAL E -8X6 -RDH I P -8X6 -RDH ADDED #5's 31-8" (44") PRECAST 1,989 1,989 4,771 4'-0" (48") PRECAST 1,761 1,761 3,743 T-4" (52") PRECAST 1,581 1,581 3,014 4'-6" (54") PRECAST 1,504 1,504 2,727 9 772 (68") PRECAST 1,121 1,121 1,516 5'..10" ('70") PRECAST 1,081 1,081 1,411 6'4" (80") PRECAST 920 920 1,021 7'-0" (84") PRECAST 868 868 909 71-611 (90") PRECAST 801 801 773 9'-8" (116") PRECAST 598 598 432 LATERAL E-SX8 P -8X8 ADDED #5's jN/A GRAVITY S INCH LINTEL N/A P -8X8 -OG_ P -8X12 -0G P_8X16.OG P-8X2D 1U P�8X24.OG P_8X28_OG -8X32 -OG N/A E -8X8 -P-8X8-1G P -8X12 -1G I P -8X16 -1G I _P-8X20_OG P -8X20 -1G P-8X24-iG P-$X28-iG _P P-8X32-iG LENGTH TYPE 3 893 7 319 9 772 N/A N/A 17 130 NJA NIA___- PRECAST --- -NIA---- ' " 76" 14 -8 {1 ) PRESTRESSED N A / _ __ 399_---------772 ---- ---__N/A---- 1,327 -�--1,992 _ ___2,644 ----NJA---- 31233 3,4/78 (176") PRESTRESSED N/A -- ---------- 248 NLp---- N/A---- NJA.___ -_---_--- 1,356 -------------- 1,654 ----- 1,893 I n II__-- 15 4 (184) PRESTRESSED N/A ---•.._..,.- 365 701 --�-1,285 _ --1,835 .__,...,� ___.. 2,436 ._____�/�____ 2,980 3,205 ' II 17'-4" (208) , PRESTRESSED N/A NLA-_-_ -------------- -_"- 286 N/A 862 N/A -----`-______ 1,025 N/A _,•,-----------------",_` 1,466 N/A _ __., 1,951 NLA __-- ._..___- 2,389 - N/A ------------ 2,565 ' 1,812 5,220 NLA---------NJA 8,515 IVfA__-- 191 261 _--- -__ _---___-- 19'-4" (232") PRESTRESSED N/A •-----__________ 231 457 _ _.._ 840 -----NJA_________NLA___. 1,205 1,606 1968 2,111 757 1,024 1294 N/A N/A N/A_--. N/A NJA 1,229 --7, „ i 256" 21-4 1 { ) 1 PRESTRESSED N A / _____________ -------- 189 ---- 378 ---- 701 -------- ----- 1,009 ------__----.. 1,348 ___ 1,653 1,771 _-__ 259 ____ 435 --- -----632 N/A N/A N/A NJA 7,242 N/A N/A 22'-0" ; (264") PRESTRESSED N/A _____________ 168 _____________ 339 _______ __ _ 632 ________ __-_ 912 -___N/A 1,214 1,498 , _-___-- 1,603 N/A 142 232 382 552 732 924 1,052 .____ NLA _ ---N/A---- 24'-0" I (288") PRESTRESSED N/A ----NLA---- 119 ----NLA____ 246 _ __N/A-___ 468 -___-NLA--__-_---NLA 680 -_-_ 914 1,124 1200 LATERAL E-SX8 P -8X8 ADDED #5's jN/A UPLIFT 8 INCH LINTEL N/A P -8X8 -1U P -8X12 -1U P -8X16-10 P-8X2D 1U P -$X24 -1U P -8X28 -1U P -8X-- --- N/A E -8X8 P -8X8-20 P -8X12 -2U P -8X16-20 P -8X20.20 P -8X24 -2U P -8 X2$ -2U P -8X32 -2U LENGTH TYPE PRECAST 3 893 7 319 9 772 12 224 ! 14 677 17 130 19 582 2'-10" (34") PRECAST 2,887 -----`--_.-_-- 4,219 ,__--1____-_. _ 7,552 242 332 524 682 848 988 1ci42___ 14'-8" (176") PRESTRESSED N/A -- ---------- 248 - ---- _-- 396 ------------- 672 ------ 7 --------- 977 -_---_--- 1,356 -------------- 1,654 ----- 1,893 ___ -_ _-___•__ 2,175 _ _-__-___-•___ 4,579 6,983 .______________._ 8,721 226 309 502 641 782 --.----••----------- 854 1,066 15'-4" (184") PRESTRESSED N/A 231 370 616 912 1,243 _919 1 587 1,812 5,220 7,114 8,515 9,916 191 261 424 548 652 773 868 17'-4" (208") PRESTRESSED N/A 194 301 509 757 1,024 1294 1,464 .____!__-_ 7,188 .----_c________ 8,371 ._____,--____-- 9,553 ' 1,229 231--_ 354 458 578 655 762 19'-4" (232") PRESTRESSED N/A •__--165 __-- 169 _-__ 259 ____ 435 --- -----632 851 1,109 1 237 7,877 7,242 ' --------582_______ 582 141 197 312 402 501 582 663 21'-4" (256") PRESTRESSED N/A 142 232 382 552 732 924 1,052 875 ---�--562_--- __ 692 982 1 278 2 572 301 384 5,853 61-611 I (78") 632 22'-0" (264") PRESTRESSED N/A ----138 140 ----194- .... 225 _ 356 513 ___473 691- ---562____ 875 1,004 582 580 1,130 125 2 079 256 344 431 501 572 24'-0" (288") PRESTRESSED N/A 128 -_---20181_--- 3 321 4721 608 1 762 1884 LATERAL E-SX8 P -8X8 ADDED #5's jN/A 382 N/A N/A 365 N/A N/A 31.2 N/A 'N/A 267 N/A N/A 228 N/A N/A 219 N/A N/A 198 N/A DRISC©LL ENGINEERING, INC Post Office Box 357577 Gainesville, Florida 32635-7577 Phone: (352) 331-1513 Fax: (352) 333-6996 EB#8690 fY Twr14 I TPJTPI C R AVTTV - 8 INCH RECESS LINTEL UPLIFT �- P -8X6 RDH -1U E-8X6-RDHP-8X10-RDH-1U P SXi4 RDH 1U P -8X18 ----- -__.,_.._____„__-_.,_._________________ LENGTH TYPE P -8X6 -RDH -21_1 I P -8X10 -RDH -21, P 8K14 -RDH -2U P -8X18 21U� P-8X2P_8X22-RDH I P -8X26 -RDH -2(J P-8X26-RDH_1U� P-8X30-RDH_lU U 2 -RDH -2U P -8X30 -RDH -2U ' UPLIFT -8X8 -DG P -8X12 -OG P -8X16 -OG P -8X20 -OG P -8X24 -9G P -8X28 -OG P -8X32 -OG 13,954 -8X8 JJ P-BX8-1G P -8X12 -1G P-SX16-1G P-8X20-iG P -8X24 -1G P -8X28 -1G P -8X32 -1G _E ALENGTH TYPE -------_-_------- 13,954 (34") PRECAST 3 893 7 319 9 772 12 224 ! 14 677 17 130 19 582 2'-10" (34") PRECAST 2,887 -----`--_.-_-- 4,219 ,__--1____-_. _ 7,552 ,-____1__-___-_ 10,005 ____� __-___ 12,457 -______c._____--._____ 14,910 __-_--_ 17,363 •_-__-'--___-- 19,815 J____---- 12 240 1636 ------ _-----------3898 ------- 967 1,947 4,351 5,792_-__ 7,129 8,467 91805 11,142--- 3'-6" (42") PRECAST 2,080 ___ -_ _-___•__ 2,175 _ _-__-___-•___ 4,579 6,983 .______________._ 8,721 _ --10438- - -------- -- 12 155 13,873 10,899 1,445 --.----••----------- 854 11136 760 .1785 3 431 5,198 -------- 6,8D8 -__-_ ___.. _ _-_-.__-----t 8 418 4'-0" j (48") PRECAST 1,717 --- 1187 3,259 5,220 7,114 8,515 9,916 11,317 10,332 ! _____________ _ ___ 764 965 2 192 2 898 3 567 4 236 4 905 5 574 4'-6" (5411) PRECAST 1,460 --�_-------_-- 1,008 •_____1,_______ 2,349 ._____L________ 4,004 _____1._-_____ 5,660 .____!__-_ 7,188 .----_c________ 8,371 ._____,--____-- 9,553 ' 1,229 -------726-r-r-- 822 1 191 2 619 3,985 5,350 6,646 'J'____ 7,559 ---- 51-411 (64") PRECAST 1,166 ._____..__----- 857 •-----1.__-..__ 1 226 •__ __�________ 2 749 ___ ___ ___.._..____--------__ 4,114 5,479 •---------___-- 6,844 7,877 7,242 ' --------582_______ 582 733 1,061 2,028 3 238 4 448 5 321 6 051 5'-10" (70") PRECAST 1,040 -------------- 764 -------------.-----1________•_____J__ 1 092 Z 143 __-__-_____1,________._____L____.__ 3,353 4,563 5 772 6,982 �- 875 ---�--562_--- __ 692 982 1 278 2 572 3,666 4,759 5,853 61-611 I (78") PRECAST 907 -------------- 7 -- -------------- 1 010 -----1-------- 1,582 •-----,57 ---- 2,676 •-------------- 3,770 -------------- 4,863 -----_--------- 5,957 ' 740 --------___________ 524 582 580 1,130 1,452 2 079 ___ ___-__ i 7'--6" I (90") PRECAST 605 . 847 1,092 ,.-_-_c.__„-_-_,-___-__---___ 1,780 2,688 .______ _ ___, 3,595 4,503 PRECAST I _ ---__-_----- 494 ---- 921__.._- ----1 6-- ----- 1,131 1 846 2L 1--__ 3,397_--- 8' -6" (1Q2"} PRECAST 702 _____502 522 _----711_--__ 730 •_____920_____.__ 940 1,151 1,920 2,695 --- 3,471 _..-_..-_ 2 495 639 ___-- 455----_- 451 637 825 1 •------ ----- ------ 3,142 -----4,049 ---- 3,038 9' 9" (112") PRECAST 582------------------------------------ 629-- 7-- ........ - ----1,221-_ _ ..._ 2,123 ---1410'-6" 9' 8" (116") PRECAST 336 338 394 557 721 885 1.,049__1,215____046______________ _2,259_ 2,259 773 (126") PRECAST 5Q6 .___-_______--_ .-----_____-___ .__-___--____ -- _-- 1065 1,503103411 ----410873736900 5,376 563 714 867 1,020 1,17471911'-4" 833 (136") PRECAST 461 --------------.__ 426 __ ___ . _- 577 .------- 729 ----- 881 ,____._____-___ 1,034 ,____----------_- 1,188 _-_ 1,773 _ 545------ 913---- 563 714 2-266 11020 11174 12'-0" I (144") PRECAST 431 ____411 w 426 -R -- -577- -- -_ ^729 -- _867 __ - 881- - - 1034- - - r1,188- _ _11719 _ 1.,773 1 210 _--65 ------ 2,568 2-,370 __ 3,427 386527 667 670 812 955 1 099 1 24 13'-4" (160") PRECAST 340 -------------- 399 --------- ----,----_..______-- 541 683 --------------._--_---___-___.__-_-L__^--__-.-____L___---__ 1. 826 969 1,113 1,258 ' ('136") PRECAST 343 469 595 722 849 976 1 104 14'-0" I (168") PRECAST 285 -------------- 385 --------------•-------_._ 481 _ _ 607 ___--------•-----.---________-.____-�_ 734 861 988 _ ---- 1 116 _ 1,179 1 396 325444 325(176") 2 221 f 564 684 804 924 1 045 (176") PRECAST 239 ______________ 337 ,_________----- 456 •______-_----__ 575 _-------------.-_-__-_-__-_--.__-----____--_.-----L-------- 695 815 935 1,056 ' 267 309 422536 649 763 877 992 15' " I (184") 4 PRECAST 202 -------------- 320 -------------- 433 ,__-_ _________ 547 ._- __---___-- 660 •------________ 774 ------ _________-_____!______-- 888 1 003 8 INCH RECESS LINTEL UPLIFT �- P -8X6 RDH -1U E-8X6-RDHP-8X10-RDH-1U P SXi4 RDH 1U P -8X18 ----- -__.,_.._____„__-_.,_._________________ LENGTH TYPE P -8X6 -RDH -21_1 I P -8X10 -RDH -21, P 8K14 -RDH -2U P -8X18 21U� P-8X2P_8X22-RDH I P -8X26 -RDH -2(J P-8X26-RDH_1U� P-8X30-RDH_lU U 2 -RDH -2U P -8X30 -RDH -2U ' UPLIFT P -8X6 -RDH -0G 988 3,045 P-8X18-RDH-D21E- 8,365 10,354 12,292 13,954 3'-811 (44") PRECAST 2,027 ---------------- -.._-___-------__- 988 4 297 _5,665 ,__------____- S 665 -------- ------ 8,365 ----------------- 10,354 ------2,29 ----- 12,292 -------_-_------- 13,954 (34") PRECAST 3,533 __ 4 ,974--_ 2,411 4,607 6,980 9,107 10,812 2,2 T-0" I (4811) PRECAST 1,799 _ ___881 _ 881 ---------------• 3,403 ___---_, 4,607 ---________-_---- 6 980 -----__,____-__,_ 9 107 10 812 J____---- 12 240 1636 ------ _-----------3898 ------- 967 ------- _ 4,078 _-__-_4483__.------5,654----_ 5,195 962___-_ 3178��__-_ 10,507 7,503 ---__.___ __9,278 10,777 91 4" (52"} PRECAST 1,619 _796 __---- 796 _----1 2 704 ----3,i-80 --____1,727_____ 5,897 -----8,014 9,654 10,899 1,445 --.----••----------- 854 --------L________-- 3,259 760 .1785 3 431 5,198 -------- 6,8D8 -__-_ ___.. _ _-_-.__-----t 8 418 9 751 _-L-_-__ 4'-6" 1 (54") PRECAST 1,542 __________________-------1_______.__.__.____1,_____-_-- 760 2,409 3 431 -..-_ _____--__-_ 5,440 7,448 9,165 10,332 ! _____________ _ ___ 764 --___ _ - 2,619 599 1,038 1,_507 2,965-�___ 9,453 4,786 _. 5,419 ____-------------- (6811) 51-8117,649 PRECAST 1,008 -------59 _..__-..__--1273.""_ 3,232 __- _ 1 507----- --__. 3,324 _____3^876^--- 4,858 -��_.6,392_ PRECAST 1,229 -------726-r-r-- - 2,349 580 974 11458____- 2,773 2,410 4 419 •--__L__.____ 5'-10" I (70") PRECAST 941 580 580 1,231 _ -_ 1458 ..... 3,088 ---------------- 4,565 6,042 7,242 ' --------582_______ 582 ______ ---------- 1,134 517 733 1 284 2 055 ------_______•�----------______ M? 9 3,304 3,651 _________________ 6'..81' (80") PRECAST 214 -----•-______------____ 517 ____________.__.__-_r:_______-_ 1,083 1,284 _______L____-__-- 2,210 3,506 4,801 5,820 875 ---�--562_--- __ ------ ____ 1,092 491 664 1 217 5,168 21409 _____ ----__ ____.2 969_____ ___-- 3,252 7' -0" _ (84") PRECAST 195 _____-•___________ 491 ___ ___ ___ _._______L_____-_ 1,026 . 1,217 _____.115 _ 1,563 3,110 4,328 5,268 740 --------___________ 524 __ _ _ ___._ _ -__ 978 457 580 1,130 1,452 2 079 2,561 2 765 -----4,557--___ 7'--6" I (90") PRECAST 1.71 ------`457------------951------•------1,130---__ 1,691 2,683 ______i_452---- ----- 2,600-----------3,717___-_ Y-O" (84") ' PRECAST I _ ---__-_----- 494 ---- 921__.._- 358 ----1 6-- ----- 810_ 969 1,254 1,538 1,545 (116") , PRECAST 113 ------------------____ 358 __370 ------ 594 ,______ _____ 872 -______/_________ 1 122 _ _ ______ 1,371 .__ 1 619 _..-_..-_ 2 495 il YYUe-11-111 I TIUTFI [.RAVTTV ---,INCH UPLIFT P -8X6 -RDH -0G P-8X10-RDH-QG P-SXI4 RDH-QG P-8X18-RDH-D21E- 8X22-RDH-OG -8X26 -RDH -0G P -8X30 -RDH -OG _--- --- E -86 -RDH ------------------- P -8X6 -RDH -1G ------------------- P -8X10 -RDH -1G ------------------- P-8X14-01H14G •---._________.___._______-_----___ P -8X18 -RDH -1G P -8X22 -RDH -1G .-----___-_.------ P-8X26-RDH_1G 1P P -8X30 -RDH -1G I.,ENGTH TYPE - (34") PRECAST 3,533 __ 4 ,974--_ __ 81203_ ---- _11,335-_ - _ 141294 _ - - �-171253 -- �_- 23 171 .,. ........_.._ 3 487 � 967 10 396 , ------6,824-----_._-----7----- ,995 _ ----------------------- 9,166 I 3-8 11 (44If) ! PRECAST 1636 ------ _-----------3898 ------- 967 ------- _ 4,078 _-__-_4483__.------5,654----_ 5,195 7,313 8,910 10,507 12,104 -,.w. --- - PRECAST 2,571 854 3 058 3 817 4 435 -_ 5,354 6,272 7,190 9'-0" (48") I PRECAST 1,445 --.----••----------- 854 --------L________-- 3,259 -__-_-- '--_-______ 4,239 .-_---_----------------------------------- 6,200 •-------------___--- 7,815 •----_-___._____-__-.._------------_-__.. 9,216 10,616 10,059 12 141 14,223 764 2_463_-_ 2,833 4,312 5,051 5,791 1 (52") PRECAST 1,294 _____________ _ ___ 764 --___ _ - 2,619 _ _ -__-- 3,492 -_----3,572 __-___•__ 5,238 _ 6,959 __-_--___-____,__ --------------------- 8,206 9,453 - - - - - - 726 2,228 2 563 3,232 3 901 ----------.--___-. 4 571 t____.__--__---____._____ 5,240 -1 6 � (54) PRECAST 1,229 -------726-r-r-- - 2,349 3,177 -___.-------- 4 832 6,488 7,780 8,962 2,410 4 419 •--__L__.____ .___6,427 8,426 -----_ 1,134 1,700 1,642 215 74--- 51..811 (68") PRECAST 908 --------582_______ 582 ______ ---------- 1,134 ___ ------------- 1,700 --__--2,958 ............. 2,958 ____11 -------------- 4,215 ---___.__ 5,473 ___61107 ------ 6,730 { 562 562 1______ �:c? $___-__ 1,4B1 899 __.-_._ ---- ----- _ _ _11955 �r - _ ------5,686 ___ 5'-10 (70") PRECAST 875 ---�--562_--- __ ------ ____ 1,092 _ ____ ...........2,748-_____ 1,538 2,748 .__ 3,958 5,168 6,377 ' 899 1,455 524 978 1,120 1 973 �__-__---__.___-__-1___________,-______1_-___-----.____- 3 031 4 088 S 146 61-811 (80") PRECAST 740 --------___________ 524 __ _ _ ___._ _ -__ 978 _ _ _,,12 _.._ 1,120 -----_ 1,973 3 031 4,088 _ ...,..___ 5,146 ___51739 __ ___61589__ _ 1,285 494 921 1,054 1,691 2,683 ` 4,667 Y-O" (84") ' PRECAST 696 _ ---__-_----- 494 ---- 921__.._- ---'] 054----- ----1 6-- ----- ------------------------ --3,675 3,675 __.__4,667------ (78) PRECAST 1,027 455 847 969 215 3,808 __ •----_____.. ___41470 __ 4,049 7'..6" (90") ' PRECAST 639 ___-- 455----_- -__ 847- ---_ _-__ 965 .______ _- 1 215---- •------21234----__ 2,234 •------ ----- ------ 3,142 -----4,049 ---- 3,038 4,376 5,715 338 629-- 7-- 1,081 (90") PRECAST 9' 8" (116") PRECAST 336 338 629 719 -__-___ --- 900 1,081 _1,596 1,596 _2,259_ 2,259 ---,INCH UPLIFT LATERAL LINTEL E -8X8 P -8X8 -1U -P^8X8.20 P -8X12 -1U P- -2U P-BX16-1U P-8X16.2U P -8X20 -1U P -8X20 -2U P -8X24 -1U P -8X24 -2U P -8X28 -1U P -8X28 -2U P -8X32 -1U P -8X32 -2U E -8X8 P-8X8 ADDED #5's --L,EE6GT11 _ TYPE 2'-10" (34") PRECAST 3,533 __ 4 ,974--_ __ 81203_ ---- _11,335-_ - _ 141294 _ - - �-171253 -- 20 212 ------------ 23 171 .,. ........_.._ 3 487 � 3 487 10 396 , 4,074 8,203 11,335 14,294 17,253 20,212 23,171 3' 6" (42") PRECAST 2,571 __ 1,944 ___.__L___ 4845 __ 71747___ __10,059__ _-121,141-- -_ 141223-_ _.16,305--.-. 2,525 2,525 5,451 1,944 4,845 7,747 10,059 12 141 14,223 16,305 4'-0"(48"} PRECAST 2,138 __ 1,256_ _,__ 3^404___ ,__ ------ _^ ___81150_-- ,___5 943 _- __ 11,648-_ __ 13,353 _ 2,092 2,092 3,743 1 256 3,404 5,777 8 150 9 943 11,648 131 353 -___- 41•.6" (5411) PRECAST 11832 _ 1,079 2,410 4 419 •--__L__.____ .___6,427 8,426 -----_ : _-SEL.. - 11^318 ._, . __. __ 1,642 1,642 2,727 1,079 2,410 4 419 6 427 8,426 9,871 11,315 _ �, SIA" 1I (64) PRECAST 1,4B1 899 __.-_._ ---- ----- _ 1,368___ _ __ 3,D09_ _ 4,671 .__ ___. �__ _61056 -- ---7,1D9 ___--9 -� _811-- _- 1,436 1,436 1,763 899 1,455 3,009 4--,-6,7- 1 6,334 7,996 9,379 51-10" (70") PRECAST 1 330 808 1,232 21 _ 318IQ __ 41889 ___51739 __ ___61589__ _ 1,285 1,285 1,411 ` 808 1,308 2,32 332 3,810 5,287 6r764___ 8,242 6 -6 1 (78) PRECAST 1,027 734 ------------------ 11115--- _--11491_-- •-__3,038 - -- 3,808 __ •----_____.. ___41470 __ _-_5,131 _ 1 127 1 1,127 1,085 734 1,221 1,604 3,038 4,376 5,715 7,054 -1'-6" (90") PRECAST 634 - - 624 951 ��1,042--- 11275 -- ---1,367 -- 21025 -- -- 21774 -_ __ 3 285 _ 1_______ 3 736 ____1_______ 951 951 773 624 2,025 3 142 4,259 5,376 8' --6" (102") PRECAST 427 -._ 5-- 833 1,118--_ --1 -_ 11401_-- _-_2,129 -� -- _21198 -- _--21867-- 823 823 579 545------ 913---- 197 1 483 2-266 3,225 4 184 (112") PRECAST 323 495-- 495 756---- 829 1,016 1,088 1_1274_1_12L 1,347 __ 1607 210 _--65 ------ 2,568 2-,370 __ 3,427 667 667 468 10'.•6" (126") PRECAST 230 440 440 672 738 904 968 _ IL135__. 1,198___ 36. ,__-1,---- -- 1,429 -_-1,593 -- 1,661 _--11884-- 2,606 512 512 359 11' ('136") PRECAST 376 421 _____---------_-__--_-___ 584 --_ 794---� 1,004 -------------------- 1,214 - 11424 ----_ ___ 11633 __ 595 595 303 421 747 962 1,179 1 396 1,614 2 221 f (144") PRECAST 318 503 503 527 707 717 911 906 1116 _ 11D9- -_ 1321 ___11284 1,527 11473__ 1,734 510 512 267 360 440 755 912 1 070 _---1------- 1,227- ----r _ 361 361 212 13'-4" (160") PRECAST 238 -- --------- 360 ------------ 64D ___5�8 - ---- 825 ----------- 1011 __ _-------- 1197 1383 1570 1 11 l=4 0168 ( ") PRECAST 210 344 _._______---___-_ 344 _ __ 406--_ 612 _-- 551____ 789 .___ 697__-- 967 ._- -842---- 1144 _-_.987 _._ 1323 __-11132 1501 309 309 191 (176") PRECAST 187 329 329 378 587 512 757 bob 927 781 1,097 915 1 268 1,0 0 1,440 265 265 173 (184") PRECAST 168 316 316 353 564 478 727 603 891 729 _ 1055 854 1,219 979 1,384 230 229 157 A R C H IT E C TS .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 -1 SUHDSV. ac LOT: TUSCA SOUTH LOT#2J PROJECT# 1703.00 MODEL: 1755" GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (PRO -CRETE) ARCHITECT: STATE OF FLORIDA %c I 3 2009 DATE: 12/22/09 SCALE: 1/411=1'-0" SHEET 1B. 2OF 25 -SH 25 -SH EGRESS EGRESS C13 UALCULATIO'NS COPT. 3rd CAR.GARAGE COMPONENT AND CLADDING WIND LOADS BMC WIND EXPOSURE FOR 3 SECOND GUSTS ELEv...A.. 4 ..5n WINDOW SIZE AND TYPE 2 A 2(o -SH REMARKS 120 MPH WIND 1 E L E v. IIC1 4 IIDII- - - - - - - - - - - UALCULATIO'NS COPT. 3rd CAR.GARAGE COMPONENT AND CLADDING WIND LOADS BMC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONE 110 MPH WIND REMARKS 120 MPH WIND 1 11 25 -SH 5 21.1/ -26.0 25.0/ -33.1 IA 19 26 -SH 5 20.9/ -21.0 24.8/ -32.6 2 11 25 -SH 5 21.1/ -2&0 25.0/ -33.1 2A 19 26 -SH 5 20.9/ -21.0 24.8/ -32.6 3 11 25 -SH 5 15.3/ -22.4 21.5/ -26.1 3A 19 26 -SH 5 20.9/ -21.0 24.8/ -32.6 4 24 3080 DR 4 21.1 / -22.9 25.1/ -21.3 5 112 16'-0 X 1'-0 GARAGE DR. 5 21.1 / -22.9 25.1/ -21.3 5A 56 5'-0" X 1'-00 GARAGE DR. 5 19.4/ -24.4 23.1/ -29.0 ro 11 25-5H 4 21.1/ -22.9 25.1/ -21.3 1 11 25 -SH 4 21.1/ -22.9 25.1/ -21.3 5 11 25 -SH 4 21.1 / -22.9 25.1/ -21.3 9 11 25 -SH 5 21.1 / -22.9 25.1/ -21.3 10 40 OPTIONAL 6065 SiG.D. 5 15.9/ -25.5 23.1/ -30.3 40 6'-0"11 X 6'-5" S. G. D. 5 19.9/ -25.5 23.1/ -30.3 12 24 35 -SH 5 20.6/ -22.4 24.5/ -2&.1 13 24 35 -SH 4 20.6/ -22.4 24.5/ -26.1 WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA 5UILDING CODE, 2004 ALLOWS THE PRESSURES TO 5E AVERAGED WHEN THE OPENING IS PARTIALLY LOCATED IN 50TH ZONE 4 AND ZONE 5 WIND PRESSURES ARE BASED ON WIND SPEED=120MPH (3 SECOND GUST) IMPORTANCE FACTOR= 1.0 EXPOSURE CATEGORY = 5 MEAN ROOF 1-IEIGHT=LESS THAN 30 FT. FOR AN ENCLOSED 5UILDING PERCENTAGE OF AREA WITHIN ZONE 4: A4=11.33=16=0.71 ft' PERCENTAGE OF AREA WITHIN ZONE 5: A5=4.66= 16=0.29fC AVERAGE POSITIVE PRESSURE ON GARAGE DOOR: p = 21.8 (0.9) + 21.8 (0.1.0) = 19.62 + 2.1.8 = 21.8 psf AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR: p = -24.0 (0.71) + - 26.5.5(0.29) _ -17.05 + (-7.7) _ -24.75 psf. AVERAGE GARAGE DOOR PRESSURE: p=21.8/-24.8 i A R C H I T E C T S Desig2Grou1ne p. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 Dw-� SuIBDIV. & LOT: TUSCA SOUTH LOT#29 PROJECT# 1"703.00 MODEL: 1'755" GARAGE SWING: RIGHT PAGE: WIND LO AD CALCULATIONS ARCHITECT= STATE OF FLORIDA JAM DATE: 12/22/09 SCALE: 1/4"=1'-0" SHEET I c OF c31-411 1'-411 8'-0" 7'-1011 LANAI 6066 S.G.D. o 07 1-611" -6" 12'-011 �� s J O o ® OWNERS- SUITE WNERS-SUITE o %S4 0 a' -all CLG. (CARPET) 1-1'-211 ---°s W.I.C. I� a, -all CL63. N ACTIVE (CARPET) (CARPET) 5,-811 31_411 91_811 I� 4 N c. ..—,. c� I = c� SQ.FT. 3-5H \ ® L IV INCA GARAGE ENTRY LANAI OPT.2-LAv.BF. SQ. FT. SQ. FT. SQ. FT. SQ. FT. n�- i IN, TOTAL OPT. GARAGE 2285 213 sBATH. -p11 0. g 81-811 CLG. (TILE) �p w 9 X O ---°s W.I.C. I� a, -all CL63. N ACTIVE (CARPET) (CARPET) 5,-811 31_411 91_811 I� 4 N c. ..—,. 116, 4—CD 20'-6" (TILE)ccs -(1174 11-611 I1'-211 9 7 BDRM. 3 GREAT = a' -a" CLG. ROOM } (CARPET) Jo (CARPET) MINN- 2-6 82-6 c�1 ' 31- 1_ f( l V 3' -all S " 3 1 - r j 11 .31-611 ' -ICJ 11 Y L N _ A/ N N DINING ROOM (CARPET)— m —__ --- 0� I LAUN. BDRM. 2 --- �---J 8'-8' CLG. n — — J 3 -SH — i S -a CLG. (CARPET) Q NMT ) FOYER'S I o I W 2-0 8'-8"IL LG L—._..J 5F. I I 20 MIN. I 5 2 I I 3 I X _00 0 1 z KITCHEN`— — — 2" STEEL a' -a" CLG. _ _ PIPE (TILE) I 5 -0 1 _8 BOLLARD u� n 6 1 0 IK - r I —22 x54n 40"X1(o"X10" L ACCESS J L_ TRANS. ABV 111_,"'h {11 21_/ty 11 (ELEV. C) SYGJ/ 40 "X 1611 NOOK ENTRY TRANS. ABV a' -b" (TILE) a' -a" CLG (ELEV. D) 2—CAR GAR. s e 8'-V CLG. � <77��-'�' e ELEV. N II / 4} 1113 11 2(o -SH ELEV. "C 31-0" o 3'-811 / 1_011 13'-411 ... — — — — 16--0" X 7'-0_-------- 1 _O I I 1/ 01-011 20'-0" 40'-011 FLOOR PLAN S'-8" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B" V-4" SEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" 1: I OND. m H5 MODEL SPECIFICATIONS * GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNFINSHED * WINDOW SILLS TO 5E OPTIONAL * MASTER AND SECONDARY 5ATH TO RECEIVE 36" MIRROR * VANITY MIRRORS TO 5E RAISED OFF 5ACK5PLASH * ALL DOORS ARE 6'-8" HIGH UNLESS NOTED OTHERWISE. * ALL TUB FIXTURES TO BE WALL MOUNTED 3 9-1/2" 211 ELEC. OUTLET PER ELEC. CODE DBL. PLATE �m z u I a a �I ml as , c� I = c� SQ.FT. CALC.'S \ ® L IV INCA GARAGE ENTRY LANAI 1153 404 35 93 SQ. FT. SQ. FT. SQ. FT. SQ. FT. i IN, TOTAL OPT. GARAGE 2285 213 ILL 116, 4—CD 20'-6" (TILE)ccs -(1174 11-611 I1'-211 9 7 BDRM. 3 GREAT = a' -a" CLG. ROOM } (CARPET) Jo (CARPET) MINN- 2-6 82-6 c�1 ' 31- 1_ f( l V 3' -all S " 3 1 - r j 11 .31-611 ' -ICJ 11 Y L N _ A/ N N DINING ROOM (CARPET)— m —__ --- 0� I LAUN. BDRM. 2 --- �---J 8'-8' CLG. n — — J 3 -SH — i S -a CLG. (CARPET) Q NMT ) FOYER'S I o I W 2-0 8'-8"IL LG L—._..J 5F. I I 20 MIN. I 5 2 I I 3 I X _00 0 1 z KITCHEN`— — — 2" STEEL a' -a" CLG. _ _ PIPE (TILE) I 5 -0 1 _8 BOLLARD u� n 6 1 0 IK - r I —22 x54n 40"X1(o"X10" L ACCESS J L_ TRANS. ABV 111_,"'h {11 21_/ty 11 (ELEV. C) SYGJ/ 40 "X 1611 NOOK ENTRY TRANS. ABV a' -b" (TILE) a' -a" CLG (ELEV. D) 2—CAR GAR. s e 8'-V CLG. � <77��-'�' e ELEV. N II / 4} 1113 11 2(o -SH ELEV. "C 31-0" o 3'-811 / 1_011 13'-411 ... — — — — 16--0" X 7'-0_-------- 1 _O I I 1/ 01-011 20'-0" 40'-011 FLOOR PLAN S'-8" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B" V-4" SEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" 1: I OND. m H5 MODEL SPECIFICATIONS * GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNFINSHED * WINDOW SILLS TO 5E OPTIONAL * MASTER AND SECONDARY 5ATH TO RECEIVE 36" MIRROR * VANITY MIRRORS TO 5E RAISED OFF 5ACK5PLASH * ALL DOORS ARE 6'-8" HIGH UNLESS NOTED OTHERWISE. * ALL TUB FIXTURES TO BE WALL MOUNTED 3 9-1/2" 211 ELEC. OUTLET PER ELEC. CODE DBL. PLATE �m z u I a a �I ml as , ARCH DETAIL ARCH DETAIL KITCHEN � a DINING ROOM A c� I = c� SQ.FT. CALC.'S \ ® L IV INCA GARAGE ENTRY LANAI 1153 404 35 93 SQ. FT. SQ. FT. SQ. FT. SQ. FT. i IN, TOTAL OPT. GARAGE 2285 213 5Q. FT. SQ. FT. ARCH DETAIL ARCH DETAIL KITCHEN � a DINING ROOM A c� I = c� \ ® e e 2411 DW. i IN, 3'-411 ARCH D I�TAIL KITCHENn4OWNER'S SUITE 1/4" = 1'-m" I c� I = c� O �•zzi•� 1� ]BATH #2 OWNER'S ]BATH 0 SCALE: 1/4" = 1'-011 SCALE: 1/4" = V-0" — — BDRM # (CARPET) O� 1 L J LAUN. L — OQ I V? (TILE) 20 MIN. WN. 2" STEEL PIPE BOLLARD _ 2ATTIC I L ACCESS -J I 2—CAR GAR. SCALE: 1/4" = 1'_011 �coND � 101 ' - IlJ//JJjj II ® N�R�S BATH SCALE: 1/4" = 1'-011 1 OPTIONAL 3RD. CAR GAR. 0 8'-8" CLG. I 0 a'_0' -1 X ' - 0" O.H.O - -------------------- 11_411 215011 Iro'-011 21_11 S" 51_011 201-011 301-011 101-011 OPT. 3rd CAR GARAGE 8'-8" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "5" 9'-4" BEARING HEIGHT THROUGH OUT ELEVATION "C" � "D" H5 A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 9LTI3DIV. 8e IAT: TUSCA SOUTH LOT#20 PROJECT# 1"703.00 MODEL: 1755" GARAGE SWING: RIGHT PAGE: FLOOR PLAN ARCHITECT - STATE OF FLORIDA Dl C 2 JAMS CANTWELL NO 12079 imimmono DATE: 12/22/09 9CAI.E:1/4"=V-0" SHEET 2 OF c� I = c� ® N�R�S BATH SCALE: 1/4" = 1'-011 1 OPTIONAL 3RD. CAR GAR. 0 8'-8" CLG. I 0 a'_0' -1 X ' - 0" O.H.O - -------------------- 11_411 215011 Iro'-011 21_11 S" 51_011 201-011 301-011 101-011 OPT. 3rd CAR GARAGE 8'-8" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "5" 9'-4" BEARING HEIGHT THROUGH OUT ELEVATION "C" � "D" H5 A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 9LTI3DIV. 8e IAT: TUSCA SOUTH LOT#20 PROJECT# 1"703.00 MODEL: 1755" GARAGE SWING: RIGHT PAGE: FLOOR PLAN ARCHITECT - STATE OF FLORIDA Dl C 2 JAMS CANTWELL NO 12079 imimmono DATE: 12/22/09 9CAI.E:1/4"=V-0" SHEET 2 OF 1-f'-4 1/2" BLDG. PGT. �% 7-1 I - AN m ro SCORED BAND (TYP.) n 1■1 ■�■ 1�1 1�1 ■�� 1�1 ii f h I i 11 if i� FRONT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS m I REAR TEXTURED FINISH n -all 1_rnn SCORED BAND TYF. STONE VENEER TYF. I 0701 I -All _ 0'-0" FIN. FLR. u❑Ci❑❑❑ inn❑'��IJ I -All m STONE VENEER TYF. �� 3rd CAR GARAGE O FRONT ELEVATION STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS 3rd 2 REAP, GARAGE OPT. IA R c H r E c TS 4GroM5.c.Desin I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA * 0003325 SUBDIV. ac LOT: TUS C A SOUTH LOT#2J PROJECT# 1703.00 MODEL: "1755" GARAGE SWING: RIGHT PAGE: ELEVATION )) B)) FRONT & REAR ARCHITECT: STATE OF FLORIDA DEC 2 3/2009 JAMES CATITWELL Aw NO 12079 DATE: 12/22/09 SCALE: 1/4"=1'-0" SIHIEET 3 T7) ,40 or , ) 0701 I -All _ 0'-0" FIN. FLR. u❑Ci❑❑❑ inn❑'��IJ I -All m STONE VENEER TYF. �� 3rd CAR GARAGE O FRONT ELEVATION STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS 3rd 2 REAP, GARAGE OPT. IA R c H r E c TS 4GroM5.c.Desin I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA * 0003325 SUBDIV. ac LOT: TUS C A SOUTH LOT#2J PROJECT# 1703.00 MODEL: "1755" GARAGE SWING: RIGHT PAGE: ELEVATION )) B)) FRONT & REAR ARCHITECT: STATE OF FLORIDA DEC 2 3/2009 JAMES CATITWELL Aw NO 12079 DATE: 12/22/09 SCALE: 1/4"=1'-0" SIHIEET 3 T7) ,40 or , ) 3rd CAR GARAGE OPT. RIGHT ELEVATION STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS 8' - S" 5RG. HGT. A. _ li O'-0" FIN. FLR. r: 12 5T SCORED BAND T''P. 0 5TONE VENEER T1'P. 0'-0" FIN. FLfR.— — — — LEFT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS RIGHT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS 5PECIFICATION5 I-jq1I STONE VENEER T'I'P. J. nl _n" PIN r -I R -amu 0 OL 0'-O" FIN. ELR 1: 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 Smu- 33m '. & LOT: TUSCA SOUTH LOT#29 PROJECT# 1"703.00 MODEL: 1755" GARAGE SWING: RIGHT PAGE: ELEVATION "B" LEFT & RIGHT ARCHfTECT� STATE OF FLORIDA JAMES%CANTWELL AR 0J�N012079 DATE: 12/22/09 SCALE: 1,/4"=I'—O" SHMET 4 —E) el--� HEADER SPAN CHART UP TO CONNECTOR SCHEDULE 51NGLE SIMPSON DES. UPLIFT GRAVITY FASTNER >- META -16 1450 11) l0d x 1 1/2 I -PLY/ (6) 16d 2 -PLY Z (2) META -16 1985 (I0) I0d x 1 1/2 I -PLY 0 1900 (14) 16d 2 -PLY V) Q HETA-16 1810 (9) 10d x 1 1/2 I -PLY/ (e) libel 2 -PLY PBL 2 D5L 2 DBL 2 DBL 2 HETA-20 1810 (9) l0d x 1 1/2 ]-PLY/ (8) libel 2 -PLY AT EACH END OF HEADER (2) HETA-20 2039 (10) 10d x 1 1/2 I -PLY 3 2500 (12) 16d 2 -PLY MGT + 3965 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMSED), (22) I0d TO WOOD HGT-2 + 10980 (2) 3/4' A.TR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) I0d TO WOOD HGT-3 + 10530 1 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) I0d TO WOOD LTA) 1420 (12) 10d x 1-1/2' VGT 4940 (U 5/8' A.T_R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 6D8 I/4' X 3' TO WOOD (2)VGV2-PLT/3-FLY) 7185/6890 (2) 5/8' A.T.R. IN HIGH STREENGTH EPDXY (MIN. 12EMBED), (32) SDS 1/4' X 3' TO WOOD MTS -12 1000 (14) 10d x 1 1/2 HTS -Iib 1150 (16) I0d x 1 1/2 14TS-20 1450 (24) 10d x 1 1/2 LSTA-12 ++ 925 (10) 10d LSTA-18 ++ 1235 (14) 10d (/) MSTA-18 ++ 1315 (14) 10d Q MSTA-24 ++ 1640 (18) IOd I MSTA-36 ++ 2050 (26) I0d ~MBTI-36 3800 (36) 10d x 1 1/2 MBTI-48 5065 (48) I0d x 1 1/2 H6 950 (8) Sd TO PLATES, (8) ad TO STUDS SP4 885 (ib) I0d x 1 1/2' TO STUDS A33 150 (4) 10d TO SEAM (4) 10d TO POST. HCP2 645 (6) I0d x 1-1/2' H10 995 ll6) 8d x 1-1/2 Apt 44 2200 6665 (I) 5/6' A.T.R. IN HIGH STRENGTH III (MIN. 1' EMBED.) IN CONC. (12) 161 TO WOOD V) ABU 66 2300 12000 (1) 5/8' A.T.R M HIGH STRENGTH EPDXY, (MIN. 1- EMBED.) IN CONC., (12)Ibd TO WOOD Cl:'- LTTI9 +++ 1340 (1) 3/4' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (8ACd TO WOOD 0 2 LTT205 +++ 1625 (U 1/2' A.T.R. IN HIGH STRENGTH E XY (MIN. 1- EMBED.) IN CONC (2) " MOLT TO WOOD U Z HTT-Iib +++ 3955 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1- EMBED.) IN CONC., (18A6d X 2 1/2 TO WOOD Q PTT -22 +++ 4165 (U 5/e' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1- EMBED.) IN CONC., (32A6d TO WOOD HHDQ11-8pS 2.5+ 11,445 (IAWTS.R. IN NIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24)808,44' x ' WOOD SC_1-101 6480 (I) 1/8' A.M. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (3 ' STUD BOLTS TO WOOD MBHA 3.56/11.25 3415 5330 (1) 3/4' AT.R. M HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, (ISAOd TO BEAM V) W HUSC412 (WOOD) 3240 2510 (FLOG f10) 16d TO HEADER, (10) 16d TO WOOD 3140 (ROOF) (� HUC410 (CMU) 1810 5085 I0-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD Z a r HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCI-IITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHEN ANCHOR EMBEDMENT 18 GREATER THAN 1' DEEP, THE VERTICAL CELL IN CMll_ WALL MUST BE FILLED 801 -Ip w/ GROUT. ++ I0d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. V) W F- +++ MINIMUM EM5EDM3=NT INTO THE TOP OF A 50ND5EAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' 0 A.T.R. - A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE LENGTH ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2009' , 'HIGH WIND -(RESISTANT CONSTRUCTION C-HW05-R-, T-ANCHORSPEC01, AND ANCHORING t FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-2009. HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REOUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 51NGLE STOR)" APPLICATION SIZE 4'-11 1/2 CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-4" 5'-4" TO -1'-011 `i'-0" TO lm" -O" lm' -m" AND OVER TWO 5TORY APPLICATION DOWN 5TAIR5 SUPPORTING END OF HEADER 1 SIZE 3 CLEAR SPAN PBL 2 D5L 2 DBL 2 DBL 2 x 6 x 8 x lO x 12 UP TO 5'-0" 5'-0" TO 6'-4" 6'-4" T0,511-011 V-0" AND OVER MINIMUM WALL AND HEADER STUD REOUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 8'-0" U.N.O. 4'-11 1/2 1/2" AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE 5TRAP5 TO 5E MANUFACTURED 5*r SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE A5 FOLLOWS, U.N.O: * TRUSS TO MASONRY/CONCRETE SHALL f3E META -16 * FLOOR JOIST TO M,45ONRY/CONCRETE SHALL 5E HETA -16 AT EACH END AND 32 " ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SMALL BE MTS -12 3.TRU55 TO TRU55 CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED 5Y TRU55 MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND 51ZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT 5LOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES 'a EA. END. CUT PITCH 4 5EVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. c L L L c_ C_ L L L L L L L L L L C_ L L W UY -1 _1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 (jt W — J 1 II II _ II II �- li II fC-_.lT —y 1 II II II I II II J3 1= - I J5 = II II II II II II II II II II II II II II = _ __ II II L—I MGT LA _ L—L _ H15 Hjs T-5 z4f_ T5 if T5 T5 IS.7 TSA TSA L Lu TS 0 I J1A TO = J1A- i �rr..rrr� rrrrr•u N1 H13 � - - HIIA- l FRAMING -1 PLAN ELEVAT10"N 8'-8" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B" 9'-4" BEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" 9� 99 t(1 11 J3 J5 J5 J3 J1 c`/ D ... H15 - = H13 /1) i M= -r A 1r �- LI) cn -j I META -16 )OPT. 3rd CAR GARAGE' SOUTHERN TRUSS 05/27/09 I A R C H 1 T E C T S Design Group �n�. 141 N. RONALD REAGAJBLVD. LONGWOOD, FL 327-774-607 FAX: 407-774-407www.abdesigngroup. AA #: 0003325 su33DIV'. & LOT: TUS C A SOUTH LOT#20 PROJECT# 1703.00 MODEL: 1755" G'ARAG'E SWING: RIGHT PAGE: FRAMING PLAN ELEVATION ry B" & >> D" ARCHITECT STATE OF FLORIDA M 3 DATE: 12/22/09 SCALE: 1/4"=1'— O" SHEET ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 6 125V OUTLET 40 AMP ® 110V OUTLET METER / owl BDRM.,{2 I!Z OF OUTLET M 5 110V OUTLET WIRED TO II VERIFY LOC. 15/1 SWITCH 14 / DISPOSAL EQUIPED WITH 4 14 110V OUTLET GROUND FAULT P OTTANT 15/1 GF I 14 (TAMPER ISIS o 220V OUTLET 4 WIRI= CONNECTION 10 5600 PANEL EXTERIORUND FAULT GFI WATERPROOF INTERRUPTER 11,13 OUTLET 4500 A/C AIR HANDLER SWITCH \ \ �}y SWITCH 3 -WAY OPER. lt4 SWITCH 4 -WAY OPER. 306-7 WALL 20/1 18,19,20 \ MOUNTED 1-1-15 SQ. FT. 15/1 21 LIGHT \ �.-.l CEILING LIGHT VAPOR \ �OrVP PROOF VA 49392 HT 36325 r RECESSED 38325 lir CAN 100% 10000 I CFM PER ® VENT. FAN SQ. FT. 11330 VENT. FAN 1 CFM PER UJ/LIGHT SQ, FT. PER NEC -220-30 (C) (5) 2' LIGHT STRIP .. - ' 28662 4' LIGHT STRIP -- -- -- - -- -- -- -- -- -` -- "- 3RD. CAR GAR. CALCULATION IF HEAT PUMP IS USED 4' RECESSED 2-$UL5 WRAP ® FLUORESCENT LIGHT AROUND _ 2' FLUORESCI=NT —t 4' FLUORESCENT 4' TRACK LIGHT GFI ® PANEL TOTAL VA 3256-7 METER , SMOKE BATT. BACK-UP 0S.D. DETECTOR DWIRE W/ INTER- N ER - BATT. LL BACK-UP MOUNTED W/ HARDWIRE S D' SMOKE INTER- DETECTOR CONNECTED BATT. BACK-UP (Q� CARBON MONOXIDE/INTER- W/ HARDWIRE CONNECTED `,J'S/CO 6MOK3= DETECTOR SHALL BE A COM50 DISTANCE OF NOT LESS THEN 4" FROM WALL gyp( PENDANT LIGHT TELEPHONE . JACK WATER HEAT. DISCONNECT AIR GOND. A/G DISCONNECT TELEVISION TV. JACK LTILING 1307— REQUIRED TO BE SUPPORTED O J -BOX W/ BOX MARKED AS SUCH FOR INS CTION CEILING FAN/LIGHT REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL KP SECURITY KEYPAD • PUSH- FOR PB, BUTTON CHIMES NOTES: M LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED im HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HA51TA5LE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 20 AMP DEDICATED LAUNDRY CIRCUIT. r GFI m ISLAND (NOT ON KITCHEN CIRCUIT) M DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(F5C 2001,RESIDENTIAL CODE TABLE M15063) * LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL 5E NON METALLIC GABLE AS N.E.C. 2008 ARTICLE 300.(5) (2) • ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE WP LANAI GF I IIC� �[711111� GF I GREAT ROOM GF I kn DINING ROOM PRE -WIRED CLG FAN / 4 J i / / OWNERS S� SUITE PRE -WIRED CLG FAN \ \ FOYER \ II \ II 7AC4_3f: I J 0. BATH 0 OOPBATH I PRE -WIRED 1 I CLG FAN I 4�/ \J o BDRM. 3 BDRM. 2 PRE -WIRED r — — , CLG FAN OQi / \ 44"A.F.F. \ W\ WALL MOUNTED \ LIGHT W/SWITCH 2" STEEL \ IN ATTIC PIPE \\ F--._-�- \ L -----J KEYLESS FIXTURE W! GF I CLG. OUTLET 2 -CAR GAR. w 4 --------------------- r -I- KITCHEN Lw logy COACH COACH L IGHTS L IGHTS / r METER / owl BDRM.,{2 7c,, M 15/1 NOOK 14 FOYER \ II \ II 7AC4_3f: I J 0. BATH 0 OOPBATH I PRE -WIRED 1 I CLG FAN I 4�/ \J o BDRM. 3 BDRM. 2 PRE -WIRED r — — , CLG FAN OQi / \ 44"A.F.F. \ W\ WALL MOUNTED \ LIGHT W/SWITCH 2" STEEL \ IN ATTIC PIPE \\ F--._-�- \ L -----J KEYLESS FIXTURE W! GF I CLG. OUTLET 2 -CAR GAR. w 4 --------------------- 12/22/09 OPT. "-------` ' _ OPT. COACH COACH L IGHTS L IGHTS ELECTIlkolu"'ALtA�1� NOTE: ALL BRANCH CIRCUITS IN THE BEDROOMS ARE TO BE PROTECTED BY AN ARG -FAULT INTERRUPTER LISTED TO PROVIDE PROTECTION OF ENTIRE BRANCH CIRCUIT L4f WP OND METER FIELD VERIFY LOC. ----------------- OPT. " - - - -- - - - r OPT. LIGHTS COACH COACH LIGHTS L IGHTS n OSP T • 3rd C 1 II 4111"l5- LOAD INFORMATION 12/22/09 DISCONNECT 150 AMP DESCRIPTION CB r---1 WIRE VA METER 20/1 owl BDRM.,{2 7c,, ELD 15/1 1 14 II VERIFY LOC. 15/1 r VTAUN. 14 / DISPOSAL 15/1 4 14 1000 MICROWAVE/HOOD 15/1 5 14 1500 o 30/2 L --J 10 5600 PANEL 8,10 8 Ul 12000 __40/2 WATER HEATER 30/2 11,13 10 4500 A/C AIR HANDLER 30/2 \ \ 44 "A.F.F. 8000 A/C; CONDENSER 30/2 WH a 10 306-7 _ SMALL APPIANCE CIRUITS 20/1 18,19,20 \ WALL MOUNTED 1-1-15 SQ. FT. 15/1 21 TO 29 \ LIGHT W/SWITCH LIGHTING/RECEPT6 3 WATTS \ IN ATTIC TOTAL VA 49392 TOTAL LESS A/C LOADS 36325 38325 16T 10000 10000 100% 10000 REMAINDER PER 28325 400 11330 NEC -220-30 (B) A/H UNITS \ KEYLESS 65% 11046 PER NEC -220-30 (C) (5) ,,FIXTURE .. - ' 28662 -- -- -- - -- -- -- -- -- -` -- "- 3RD. CAR GAR. CALCULATION IF HEAT PUMP IS USED 2 - CAR GAR. �GFI 21500 CLG. GFI OUTLET TOTAL VA 3256-7 CLG. AMPS 136 OUTLET ----------------- OPT. " - - - -- - - - r OPT. LIGHTS COACH COACH LIGHTS L IGHTS n OSP T • 3rd C 1 II 4111"l5- LOAD INFORMATION 12/22/09 DISCONNECT 150 AMP DESCRIPTION CB CKT WIRE VA LAUNDRY/WASHER 20/1 1 12 1500 REFRIGERATOR 15/1 2 14 1200 _ DISHWASHER 15/1 3 14 _ 1200 DISPOSAL 15/1 4 14 1000 MICROWAVE/HOOD 15/1 5 14 1500 DRYER 30/2 1,9 10 5600 RANGE 8,10 8 Ul 12000 __40/2 WATER HEATER 30/2 11,13 10 4500 A/C AIR HANDLER 30/2 12,14 10 8000 A/C; CONDENSER 30/2 15,1-1 10 306-7 _ SMALL APPIANCE CIRUITS 20/1 18,19,20 12 4500 1-1-15 SQ. FT. 15/1 21 TO 29 14 5325 LIGHTING/RECEPT6 3 WATTS TOTAL VA 49392 TOTAL LESS A/C LOADS 36325 38325 16T 10000 10000 100% 10000 REMAINDER PER 28325 400 11330 NEC -220-30 (B) A/H UNITS 16995 65% 11046 PER NEC -220-30 (C) (5) TOTAL VA 28662 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 3256-7 AMPS 136 NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. POWER COMPANY PEDESTAL SERVICE BY. OTHERS ELECTRICAL fZ5fR GRAD 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 150 AMP. (2) * 4/0 XHHW ALUMINUM CONDUCTORS (1) # 2/0 XHHW ALUMINUM NEUTRAL. (1) * 4 XHHW ALUMINUM EQUIP.GRD COMBO 12/22/09 DISCONNECT 150 AMP AND 120/240 VOLT METER CAN 42 CIRCUITS MLO INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PHONE / DATA WEATHER PROOF 50X A CA5LE / TV WEATHER PROOF BOX (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 EC TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SVHDIV. 8a LAT: TUSCA SOUTH LOT#2J PROJECT# 1703.00 MODEL,: "1755" GARAGE S WING: RIGHT PAGE: ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA Dw" m 12/22/09 SCALE: 1/4"=10-0)l SHEET OP' (1) 5 REBAR VERTICALLY W/ CONC. FOUR CELL R-42 INSULATION z TEXTURED FINISH q w a" CMU i J 1/2" GYP. WL. BD. I WOOD BASE O z ~ °I. rp4' GONG, RE INF. W/ b'xb' 010 WWM OR A 1 a NBERI-IESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL Z (2) 5 REBAR ON CHAIRS 1—STORY FOOTING 1 W BLOCK WALL SCALE: I/2`•1'-0' ro 4" CONC„ REINR W/ b'xb' _ +10/10 WWM OR FIBERMESH ON 4' b -MIL POLY ETHYLENE VAPOR 0 BARRIER ON WELL -COMPACTED U !3' CLEAN TERMITE TREATED FILL (1) 45 REBAR ON CHAIRS 4 THICKEN EDGE r R1 n d 4"CONT„ REINF. W/ 6"x6' +10 WWM OR F15ERME8H ON 6 -MIL POLY 4' 4' ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL GARAGE STEP—UP �J NON—BEARING , ,_ slp) In 4' CONC„ REINF. W/ 6'x6' "10 WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL - 5 REBAR ON CHAIRS � CONCRETE PAD SCALE: 1/2' • I'-0' POURED LINTEL CONT. (TYP.) 8' CMU FILLED CELL (TYP.) .N' 2X WALL FRAMING (4))S'XT' ANCHOR BOLTS or (4)14'X7' J -BOLTS MIN. 5' EMBEDMENT W/ 2'X2'XI/8' WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS PRIOR t0 FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 15 BLOCK WALL CONNECTION SCALE= I/2"•P-®' (1) 05 REBAR SET IN SIMPSON HIGH STRENGTH EPDXY T' EMBED. MIN. L- 4' CONT„ Rmw. W/ 6'x6' "10 WWM OR d'. FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE CREATED FILL TYP. RETROFIT FOR A OMITTED DOWELS SCALE: I/2"=1'-0' TEXTURED FINISH �-� TEXTURED FINISH -R-ll INSULATION MIN. ✓ R -II INSULATION MIN. STUDS I6' O.G. MAX STUDS 16' O.G. MAX I/2' GYP. WL. BD. 1/2' GYP. WL. BD. SECURE BT. PLATE TO BLK W/ SECURE BT. PLATE TO SLAB W/ SECURE BT. PLATE TO SLAB W/ 10d w WOOD BASE WOOD BASE ANCHOR BOLT W/ 2' WASHER SET IN ANCHOR BOLT W/ 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY �" 5IMP80N HIGH STRENGTH EPDXY T' CUT NAILS/ MASONRY NAIL 3Z' O.C.OCSECURE Bt. PLATE TO SILK W/ }' z SECURE BT. PLATE TO BLK W/ I' EMBED. MIN. 32' OC MAX EMBED. MIN. + 32' OG MAX. MAX F ANCHOR BOLT W/ 2' WASHER SET IN a ANGI IOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T' SIMPSON HIGH STRENGTH EPDXY l' O EMBED. MIN. Y 32' OC MAX. m p EMBED. MIN o 32' OC MAX. ° 1-r ° w •�w-Ty • ° . .° • ° 4' GONG RE INF. W/ 6'x6' •10 WWM OR ° 4' GONG„ REINF. W/ 6'x6' X10 WWM OR 4° GONG„ REINF. W/ 6'x6' X10 WWM OR 4' GONC„ REINF. W/ 6'x6' "10 WWM OR n 4' GONG., REINF. W/ 6'x6' •10 WWM OR ° FIBERMESH ON 6 -MIL POLY FIBERMESH ON 6 -MIL POLY FIBERI`IESH ON 6 -MIL POLY FI6ER 55H ON ib -MIL POLY ' FIBEI�IESN ON 6 -MIL POLY -' ° ° ° z ETHYLENE VAPOR BARRIER ON ETHYLENE VAPOR BARRIER ON z a ETHYLENE VAPOR BARRIER ON w.° , ETHYLENE VAPOR BARRIER ON • • ETHYLENE VAPOR BARRIER ON WELL -COMPACTED GLEAN TERMITE WELL -COMPACTED CLEAN TERMITE y WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE °q WELL COMPACTED GLEAN TERMITE TREATED FILL cn O CREATED FILL TREATED FILL (3) 5 REBAR ON CHAIRS U 4" g^ 4 TREATED FILL I' 0" 4' TREATED FILL "� U 4" 8" 4" z 0' j (2) 5 REBAR ON CHAIRS (3) 95 REk3AR ON CHAIRS I,-4„ (2) 5 REBAR ON CHAIRS ip 4" S• 4 n 0 4" b" b" 4" 1 8" i1 U(2) 5 REBAR ON CHAIRS 1'-4" 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 2 AT L. B. W. W UPLIFT 2 AT L.B.W. R AT L.B.W. W NO—UPLIFT W FRAME WALL 3 A W FRAME WALL SCALE: I/2'■I'-®' $GALE: I/2"=1'-0" 21-/ SCALE: 1/2"w1'-0' sGALE: I/2"•r-0• SCALA= I/2°=I'-0" fl) 05 REBAR VERTICALLY W/ CONC, `�—POUR CELL (l) 05 REBAR VERTICALLY W/ CONC. POUR CELL CMU STUDS 16' O.C. MAX Z 8' 5 1/2' • HEAD � GARAGE � W 8' GMU z w CURE HEIGHT VARIES 5 I/2' 0HEAD OF GARAGE q w 4' GONG„ REINF. W/ 6"x6 1 ' "10 WW OR VARIES WITH SLOPE VARIES WITH SLOPE - z QQq J Z FIBER'1ESH ON 6 -MIL POLY SECURE BC. PLACE t0 SLAR W/ SECURE 5T. PLATE TO SLAB UY }' ` (K ETHYLENE VAPOR BARRIER ON ANCHOR BOLT W/ Z' WASHER SET IN ANCHOR BOLT W/ 2' WASHER SET IN EXTENDED SLAB 1 I/2' CURB HEIGHT VARIES iA CURB HEIGHT VARIES is TR TREATED PAGTED GLEAN TERMITE w 81MPSON HIGH STRENGTH EPDXY 1' SIMPSON HIGH STRENGTH EPDXY �' O I I TREATED FILL Q EMBED. MIN. 32' OC MAX. EMBED. MIN. im 32' OG MAX. 1/2' RECESS FOR SERVICE DR a q > W w > z� >z >Z ,r''`te' m d (3) 5 REBAR ON CHAIRS /--�»--� ° • ° a • 4' GGNC., REINF. W/ 6'x6' +10 WIU I OR w w 4' GONG., REINF. W/ 6'x6' +10 WWM OR io ° 4' GONG., REINF. W/ 6"x6' fl0 WW1 OR ap o ° 4' TONG„ REINF. W/ 6'x6' •10 WlUhf OR Z FIBERMESH ON 6 -MIL POLY FIBERMESH ON 6 -MIL POLY ° ° FIBERMEOW ON 6 -MIL POLY FIBERM-SW ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON ? ETHYLENE VAPOR BARRIER ON • ° ETHYLENE VAPOR BARRIER ON ETHYLENE VAPOR BARRIER ON • • L T F T WELL -COMPACTED CLEAN TERMITE _ WELL -COMPACTED CLEAN TERMITE •° e WELL -COMPACTED GLEAN TERMITE WELL -COMPACTED CLEAN TERMITE m 4" S" 4" 4" TREATED FILL M O 4" 6' b' 4" 4 TREATED FILL TREATED FILL TREATED FILL Z u z w (2) 5 REBAR ON CHAIRS ? 4" 8' 4' (2) +5 REBAR ON CHAIRS �u m 4" b" -86" 4' I'-4" 1 _g (3) 5 REBAR ON CHAIRS (2) +'S REBAR ON CHAIRS O O )n u U GARAGE STEP—UP GARAGE STEP—UP SLAB AT GARAGE 1—STORY FOOTING 2—STORY FOOTING 6 1—STORY L.B.W. 6_?=_STPY LW.SERVICE DOOR 8AT GARAGE Q AT GEr ARAGE SCALE: 1/2 = -0'SCALI/2"=1'-m• $CAL : 1/2'•I'-0' SCALE: I/1 =I'-0' y 1 SCA: 1/2"=1'-0" (1) 5 REBAR VERTICALLY W/ CONC. POUR CELL R-42 INSULATION z TEXTURED FINISH CMU RECESS FOR N J 1/2' GYP. WL. 15D. GARAGE DOOR O I WOOD BASE m � r 6' I" RECESS FOR 4" GONG, REINF. W/ 6'x6' 010 UW`t OR ' Sr%.D. TRACK FIBERMESH ON 6 -MIL POLY iA a 4' TONG„ REINF. W/ 6'x6" LY WWM OR FINISH FLOOR 1'_0= ETHYLENE VAPOR BARRIER ON �• �•. 4 EIBERMNEH ON 6 -MIL POLY N ua WELL -COMPACTED CLEAN TERMITE ETHYLENE VAPOR BARRIER ON q TREATED FILL TREATED FILL GLEAN TERMITE 5 MBAR ON CHAIRS (3) M5 REBAR ON CHAIRS d a m U O 4" b' b' [4"_ n Q°" ° 2—STORY FOOTING SLAB AT S.G.D. GARAGE DOOR FOOTING NOT USED W BLOCK WALL NOT USED 10 SCALE: I'.I'_®' 11 SCALE: I/2".,'-0' 12 13 SCALE: r-- -CAULK AND SEAL GAS LINE I J' PVC SLEEVE FOR GAS LINE a' CMU " 1/2' DRYWALL WOOD BASE d. TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 8'400K GROUTED 15ONP BEAM VI 4 a d ° GAS LINE THRU16 BLOCK 1 SCALE: I'■I'-0' 12/22/09 2-REBAR ON CHAIRS (3)05 STORY (3) �5 REBAR ON CHAIRS (I) 5 REBAR VERTICALLY W/ CONC. POUR CELL R-42 INSULATION - a CMU a SHEET VARIES PER ELEV. 1/2' GYP. WL. BD. OF ° z WOOD BASE Q. CLEANOUT REQUIRED z W La 4' GONG, REINF. W/ 6'x6' +10 WWM OR FOR INSPECTION TIE VERTICAL REBAR N z F15ERMESH ON 6 -MIL POLY z I° ETHYLENE VAPOR BARRIER ON TERMITE i ° ° ; `� %n WELL -COMPACTED CLEAN TREATED FILL ° - p 0'-0' FIN. FLR tl ° I C2J N5 REBAR 0 1 -STORY, (3) 5 REBAR 2 -STORY fl) w5 VERT. DOWEL ? (° d° L ° 6' PVC CHASE CH1zIJ FOOTING ° ° TIE VERTICAL REBAR 4 . ° a ° TO HORIZATIONAL LAPPED W/ BOND BEAM V ° ° q a REBAR W/ 8' HOOK 11 OUTSIDE REBAR 70 BE CONTINUOUS (1) «5 REBAR At CORNERS W/ 25' LAP MIN. a • • ��• �^ ° d d° ° ° 4 I -STORY> (2) 05 REBAR ON CHAIRS n 7 V1 L_4.. 2 -STORY (3) S REBAR ON CHAIRS e; 2'-I' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1—STORY FOOTING HORIZONTAL/VERTICAL B REBAR LAP AT FOOTING 1/2' C AT LINTEL CORNERS SC 4LE: 1/2' • I'-0' D W BLOCK WALL SCALE: 1/2'-1'-0' E REINFORCING SCALE: I/2' • 1'-0" SCALE: -l' -O' AL]L, ]EXT]E]E�,IOjR F00TE]RS AT' F ITTIS]EI SLAS' T'O ]BE MI]L�T. �" BELOW U]L�TDI '�'UR��D OI]L, HORIZONTAL/VERTICAL REINFORCING AT DUARIl G CHANGE SCALE: AR C H I T E C T S Design Grou Inc . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU33DIV. & LOT: TUSCA SOUTH LOT#29 PROJECT# 1703.00 MODEL• "1755" GARAGE STnNG: RIGHT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS mm ARCHITECT: STATE OF FLORIDA DEC 2 A 2009 DATE: 12/22/09 GROUTED BOND BEAM 1/4"=1'-0" SHEET VARIES PER ELEV. OF TIE VERTICAL REBAR TO HORIZATIONAL 4 REBAR W/ S' HOOK - VARIES PER ELEV. ° ° GROUTED BOND BEAM ° d d° ° ° 4 e; d ° IL CLEANOUT REQUIRED FOR INSPECTION I q N a 0'-0' FIN. FLR. TIE VERTICAL REBAR TO HORIZATIONAL ° q a REBAR W/ S' HOOK .� 4 �O HORIZONTAL/VERTICAL REINFORCING AT DUARIl G CHANGE SCALE: AR C H I T E C T S Design Grou Inc . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU33DIV. & LOT: TUSCA SOUTH LOT#29 PROJECT# 1703.00 MODEL• "1755" GARAGE STnNG: RIGHT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS mm ARCHITECT: STATE OF FLORIDA DEC 2 A 2009 DATE: 12/22/09 SCALE: 1/4"=1'-0" SHEET ]Dl OF PANEL ANCHOR SEALANT SEALANT 3/8" -EXPANSION STRII FREE OF MORTAR PANEL ANCHOR 1/4" EXP. BOLT TWO PER ANCHOR WALL FRAME SHOWN HERE —_ FOR ILLUSTRATIVE PURPOSES ONLY. WALL FRAMING CAN BE CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND 0 L0 0 PANEL ANCHOR STYLE CONSTRUCTION N, I T SECURE 2x4 ON FLAT TO BLK W/ GUT NAILS. SECURE 2x6 MIN. TO BLK W/ (2) ,�' ANCHOR BOLT W/ 2' WASHER SET IN SIMP5ON HIGH STRENGTH EPDXY 4' EMBED. �- SIDES: 2X6 GARAGE DOOR BUCK W/ (3) �"XS" J -BOLTS 4" EMBEDMENT MIN. W/ 2'X2'X% WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. 1-2X(o PT BLOCK m CENTER OF DOOR HEADER W/(1) Y2'XS' J -BOLTS 4' EMBEDMENT W/ 2'X2 "As' WASHER AND NUT GARAGE DOOR 3 BUCK ATTACHMENT SCALE: 1/2'=V-0" 8 NOT USED 0 0 0 LINTEL PLATE — 3/8" EXP.4N5ION STRIP FREE OF 1" IORT,4R LINTEL SEALANT TO BE MIN. 1/2" DEEP SEE NOTE EXPANSION STRIP PANEL ANCHOR GLASS BLOCK NOTE: THIS DIMENSION 15 DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS BLOCK. PANEL RE INFORCING 6 EVERT OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT ACROSS EXPANSION JOINTS GLASS BLOCK POSITION (2) 1-1/4" 5-4 HEX WASHER HEAD WITH ANT I -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 ju ASPHALT EMULSION OO 1-3/4" X 20 GAUGE X 24" LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL 2X4 SECURED TO GABLE END WK2)126'mEA. UPRIGHT 2X4 SECURED TO GABLE ENG W/(2)12d 6'-8" O.C. �-L-30 a GABLE BLOCKING TRUSS 2x4 BLOCKING a EA. RAFTER L-30 EA. RAFTER H2.5 EA. RAFTER 2x4 RAFTER 24' O.C. 2x4 FRAMING (TYP) 4 FRAMED OVERHANG N.T_5. 2X4 DBL TOP PLATE 2x4 METAL STUD 24" O.G. 1/2" DRY WALL 2X4 16" O.C. MAX 2X4 PT. BT. PLATE 1/2' A$ W/ MIN. Z' EMBEDMENT 2' DIA_ WASHER `s= 32' O.G. MAX 05 REBAR CONT. WOOD FRAME TO BLK. SCALE: 1/2"=1'-0' SPARK ARREST PER MANUFACTURER IX2 PT. TOP OF BOX DBL. TOP PLATE — 2X4 STUD TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON 0.5.8. SHEATHING OR �' GDX PLYWOOD PRE. ENG. TRUSS g2LA N VIU SCALE: 1/2' = SIMPSON H-5 (MIN.) 2X4 TO TR 455 PRE. ENG. TRU55 5P4 OR H-5 TOP PLATE TO STUDS ABV- 10"-0' LEVEL TO ROOF 7R 2'-0' ABV. HIC:I-IEST RIDCzE WITHIN 10'-0' SIMPSON H-5 (MIN.) 0 2X4 TO TRUSS 1 CHIMNEY DETAILS SCALE- I/2'=1'-0" PRE -ENCS TRU55ES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS m 16' O.G. MAX 51MP50N LSTA-12 m EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS g 16" O.G. MAX W/ SHEATHING. SHEATHING TO BE WITHIN J" OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY +a A TIME. USE 12d NAILS, TWO WITHIN 6" FROM EACH END 4 NO MORE THAN 12' D.G. STAGGERED SP4 OR H5 a TOP AND BOTTOM PLATES a EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE TYP. EXTERIOR WINDOW/ �J DOOR OPENING WD FRAMED NAILING SCHEIDULE ROOF DIAPHRAGM USE l/16" O.S.B. OR 1/2' CDX PLY WITH *8 RING SHANK GUN NAILS AT 4' O.G. AT SUPPORTED PANEL EDGES AND OB RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE MS GUN NAILS ® 4' or - EXTERIOR SHEATHING USE "1/16" 0.5.15. OR 1/2' PLY WITH #B RING SHANK GUN NAILS At 6' O -G. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4'O.C. TOP 4 BOTTOM PANEL AND 08 RING SHANK GUN NAILS AT 6" O.C_ AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER Nr41 L fi�EG2U f fi�E IENTS SIZE HEAD LENGTH DIA. TENSILE ST gk. ROUND)-IODIFIED I I/8' .113 110,000 OR T 10d ROUND ,MODIFIED 21/8' .128 110,000 OR T TOP CORD BLOCKING AT 4' O.G. MAX. IN FIRST 2 FRAMING SPACES At EACH END. NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS STAPLE, NAIL 4 TOOL ASSOCIATION 1. 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING 2- RING DIAMETER OF 0.012 OVER SHANK DIAMEt1=R 3. 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5.2 INCH NAIL LENGTH AND ENDWALL f5fRAC INC - FOR G,45LE END FRAC-LING ��i1llll ii 11' mm PRECAST L ROUGH OPENING UP TO 8'-0" 9 _ �o PRECAST SILL ��i1llll ii 11' mm SECURE 2x TO BLOCK W/ ( 2) ' TAPCON5 OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 1 WITHIN 8' OF EACH n LL END AND 18" O.C. MAX M LL SPACING. m O.S.B. SHEATHING OR -� " GDX PLYWOOD 2x4 BLOCKS '--CMU WALL 6 ARCH WINDOW FRAME A SECTION SCALE: 1/2' N O T E .-TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (0.5.5. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT a OPENINGS "8 RING SHANK GUN NAILS A 4' O.G. TOP 4 50TTOM EDGES m N a N z w PRE TRUE MTS - i/16' 2x4 BTM. PLA' MTS - 32' C PRE�� TRUSS 2X4 DBL. TOP PLATE 2x4 STUD 16"O.C. 1/1611 0&15. 1/2' A.B. W/ MIN. Z" EMBEDMENT LOCATE 6"-8" FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META -16 8' CMU WALL KNEE WALL DETAIL TO BLOCK SCALE: 1/2' =1'-®" V-0 2X4X4' SECURE TO TRUSS W/ 3-12d 6"-8" O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d - SECURE TO BLK W/ META -16 2'-0" EXT: SCALE: 1/2"=V-0' 8 RING SHANK GUN NAILS m 6" O.G. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) *8 2' DECK SCREWS 0 6"-8" O.C. MAX m EDGES 4 12' O.G. MAX IN FIELD- UNTHREADED SHANK TO EXTEND BEYOND THICKNE55 OF SUB -FLOOR SHEATHING TYP. 3/4" T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEM15ERS ® OPT SERVICE DR. PRE -ENG- TRUSS DBL. 2X TOP PLATE 2X BLOCKING a TOP OF 7/16' 0.5.5. 2X STUDS 16' O.G. MAX. 2X BTM. PLATE Q "t 3/4' FLOOR DECKING N PRE- ENGINEERED FLOOR TRUSS 2X4 a TOP 4 BOTTOM CONT_ HETA-16 BLK- WALL 00 O CONTINUOUS SHEATHING= TO BEGIN AT TOP OF BLK. W/ 1/4' GAP FROM BLK. TO 0.5 -5 - HORIZONTAL 2X S_PF. STRUCTURAL BLOCKING At PERIMETER OF D.S.B. TO PROVIDE CONT. NAIL PATTERN REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING m TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16" FROM SHEEt BELOW INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: 1/2'=V-0' A UC N I T E C TS Design Group �nc. 1.441. N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Sv$DIV. 8c LOT: TUSCA SOUTH LOT#29 PROJECT# 1"703.00 MODEL: 1755" GARAGE SWING: RIGHT PAGE: misc. DETAILS ARCHITECT: STATE OF FLORIDA LL DATE: 12/22/09 SCALE:1/4"=V-0" SHEET D2 OF 0 FIBERGLASS SHINGLES2x4 BLOCKING BETWEEN 2x4 BLOCKING BETWEEN OVER #15 FELT PAPER ON FIBERGLASS SHINGLES TRUSSES AT FIRST TWO 5AYS TRUSSES AT FIRST TWO BAPS OVER 1*15 FELT PAPER ON �'-0" O.C. (AT SHEATHING O.S.B. SHEATHING OR 2° 4'-0" O.G. (AT SHEATHING CDX PLYWOOD SECURED 16 O.S.B. SHEATHING OR 7" SEAMS) PER NAILING SCHEDULE SE�41`15) CDX PLYWOOD SECURED FRE -ENG CA3LE TRUSS PRE -ENCS GABLE TRUSS PER NAILING SCHEDULE P.T. Ix2 W/ t' ITL. DRIP EDGE 2x4 NAILER MTL. DRIP EDGE GOVT. 2x4 RAT RUN SECURED W/ (2) FIBERGLASS SHINGLES .14 2x4 SUS -BAND 126'5 -s EACH TRUSS CONT. 2x4 RAT RUN SECURED 2x4 SUB-BANDTO SE INSTALLED M1F POINT OF OVER *15 FELT PAPER ON ALUM. SOFFIT W/ (2) 126'5 Q EACH TRUSS 1" O.S.B. SHEATHING OR 1" TO BE INSTALLED '� MID. ALUM. SOFFIT s TRUSS SPAN, OR 10 -0 O.C. MAX. 16 STIFFBACK AT ALL UPRIGHTS CDX 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. $" GYPSUM BOARD OR SEE ENERGY CODE FORMS FOR 51ZE 4 CONDITION.) HIGH STRENGTH GLG. PRE -ENG TRUSS SEE ENERGY CODE FORMS O.S.B. SHEATHING OR FOR INSULATION R -VALUES. s 111 FOR INSULATION R -VALUES_ 1� O.S.S. SHEATHING OR 2 BOARD MTL. DRIP EDGE CDX PLYWOOD. ATTACHED" GYPSUM BOARD OR 1" CDX PLYWOOD_ ATTACHED 2x4 NAILER 8" GYPSUM BOARD OR i" HIGH PER NAILING SCHEDULE ON ° HIGH STRENGTH CLG_ 2 PER NAILING SCHEDULE ON STRENGTH CLG. BOARD SHEET D5 2x4 SUB -BAND BOARD SHEET p5 4 BOAR2x4 24" O.C. INTERIOR KNEE WALL VENTED ALUM. SOFFIT GONC_ FILLED LINTEL BLK �/$" THICK 3 COAT CEMENT CONC. FILLED LINTEL SLK W/ (1) *5 REBAR CONTINUOUS PLASTER OVER GRADE W/ (1) 05 RESAR CONTINUOUS /8 THICK, 3 GOAT GEMENT CONC. FILLED LINTEL BLK PRECAST LINTEL "D" FELT PAPER BACK PLASTER OVER GRADE "D ° FELT PAPER BACK W/ (1) #5 REBAR CONTINUOUS EMBED. STRAP VERIFY W/ METAL LATH OVER R-4.2 BATT. INSUL_ METAL LATH OVER TRUSS PLAN R-4.2 BATT. INSUL. APPROVED HOUSE WRAP PRECAST LINTEL APPROVED HOUSE WRAP PRECAST LINTEL WINDOW ATTACHMENT A5 OR GRADE "D" FELT WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT AS 2"THICK, 2 COAT CEMENT PER MANUFACTURES PAPERPAPERMANUFACTURES PAPER PER MANUFACTURES PLASTER APPLIED SPECIFICATIONS WEEP SCREED SPECIFICATIONS WEEP SCREED SPECIFICATIONS DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL 2) PRECAST SILL (SEE DETAIL 2) PRECAST SILL C1)5 RESAR VERTICALLY SECURE GABLE TO 2xFo P.T_ (1) #5 REBAR VERTICALLY SECURE GABLE TO 2x6 P.T. (1) 05 REBAR VERTICALLY W/ CONC. POUR CELL PLATE W/ 126'5 S" O.C. MAX — W/ coNC_ POUR CELL PLATE W/ 126'S 8" O.C. MAX W/ GONG_ POUR CELL 1x2 P.T. FURRING STRIPS SECURE 2x(a PT. PLATE TO Ix2 P.T. FURRING STRIPS SECURE 2x& PT. PLATE TO 1x2 P.T_ FURRING STRIPS �� h � 1 �� O.C. 1 F� O.C. 1(o O.G. LK W/ xg ANCHOR BOLT W/ BLK W/ 2"x9" ANCHOR BOLT W/ ____�----r^ 8 CMU 2" WASHER SET IN SIMPSON 2" WASHER SET IN SIMPSON V CMU 8 GMU I HIGH STRENGTH EPDXY -I" I HIGH STRENGTH EPDXY -1 1/2" GYP. WL. SD. 1/2 GYP. WL. BD. EMBED- MIN. e 32" OC MAX. 1/2 GYP. WL. BD. EMBED. MIN. a 32 OC MAX. i WOOD BASE WOOD BASE _____------ WOOD BASE j i"THICK, 2 COAT CEMENT a ° Z��THICK, 2 GOAT CEMENT Q _ PLASTER APPLIED or PLASTER APPLIED I Q ON Y n DIRECTLY TO MASONRY a 4 4 QDIRECTLY TO MAS 4 a 4 ° a ° a 4 °4 a . •. ° C ° 4 I -STORY GABLE 1- STORY 1-- STORY GABLE W/ VAULT CLG. BLOCK WALLSCA BLOCK WALL BLOCK WALL SCALE. 3/4=1 -0LE 1A : 3/4"=V-0" SCALE: 3/4`=I'-0" CM 2X4: ®2X4: ® 2X4: g SECURE t0 BLOCK W/ /16' SECURE TO BLOCK W/ SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK 51ZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT i Y4") MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 18' O.G. MAX SPACING. 18' O.C. MAX 5PACING. 8' CMU 2X&: ® 2X6: ® 2X6: ® NOTE: STRUCTURAL 2X MUST )�' DRYWALL SECURE TO BLOCK W/2 -Wb' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-3/* SECURE TO BLOCK W/1-1/4' BE ON OUTSIDE 4 SECURED 1"X4" OR I"X2' P.T. NAILER TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 ` M B EMBEDMENT INTOLOCK. B Ix4 P.T. OR %"X4' MIN. SECURE MIN. HEAD SIZE 300 /16' TAPCON MIN. I Y4' MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 ETAPCON MIN. I- THRU FRAME 4 EXTEND 1-Y4' MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK MIN. EMBEDMENT 1 Y4") Sib" TAPCON MIN. I -Y4' MIN. EMBEDMENT 1 Y4') EM INTO BLOCK W/ %.' TAPCONS WITHIN 8' OF EACH END 4 8, CMU WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK WITHIN 8' OF EACH END 4 S" CMU -I/1(o" O_S.B. OR 1" GDX (MRI DRIVE PIN IN _I45 IS' O.G. MAX SPACING. �' DRYWALL 1S' O.G. MAX SPACING. \\—S" CMU 18" O.C. MAX SPACING. �DRYWALL z MIN. HEAD SIZE 300 2X8: ® 2X8: ®\\_Y2'DRrWALL 2X8: ® I'X4' OR 1"X2' P.T. NAILER TYVEK BUILDING WRAF' SECURE TO BLOCK W/2-)f� I X4 OR I X2 P.T. NAILER SECURE TO BLOCK W/2 -3%b' SECURE t0 BLOCK W/1-1/4 WITHIN 5' OF EACH END 4 18' TAPCON5 OR DRIVE PIN X6" 0.5.8. X 4' MIN. TAPCONS OR DRIVE PIN I'X4" OR I'X2' P.T. NAILER TAPCONS OR DRIVE PIN Z(6' 0.58. X 4' MIN. PAPER BACK O.G. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 POOR CASING (M IN. SHANK SIZE .145 DOOR CASINCx MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN HEAD SIZE 300 GALV D MTL. LATH DOOR CASING MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4°) gDOA NTO$2X PER OR DOW MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW TEXTURED DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 ATTACH TO 2X PER ATTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. 18' O.C. MAX SPACING. MANUFACTURES DETAILS. 18' O.C. MAX SPACING. MANUFACTURES DETAILS. FINISi4 a WOOD MANUFACTURES DETAILS. WOOD WEEP SCREED NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4') NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") CONSTRUCTION I 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" m z (L WINDOW TO BLOCK +3/4 OR +5/4C WINDOW TO BLOCK +1-15/161) WINDOW TO BLOCK +3" WINDOW TO BLOCK +3-7 16" SCALE: 1"=1'-0' SCALD: I'=1' -m° E J ®2X4: ® 2x4: 2X4: ® 2X4: CED CM all CMU SECURE TO BLOCK W/ W&' SECURE TO BLOCK W/ 3i(6' SECURE TO BLOCK W/ 3iW6' SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 1/2" TEXTURED (MIN. SHANK SIZE .1 (I SHANK .1 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN_ HEAD SIZE 3000 MIN.N. HEAP SIZEZE 3000 FINISH MASONRY MIN. EMBEDMENT 1 Ya") MIN. EMBEDMENT 1 Ya'J MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 Y4') WITHIN 8" OF EACH END 4 WITHIN 8' OF EAC4 END 4 WITHIN 8 OF EACH END 4 BETON 031DSTRUCTURAL SECURED WITHIN S' OF EACH END 4 18" O.C. MAX SPACING. 18' O.G. MAX SPACING_ 18' O.G. MAX SPACING. THROUGH NON-STRUCTURAL 18' O.G. MAX SPACING. 2X6: ® 2X6: ® 2X6: ® %6" TAPCON MIN. I -Y4' 2X6: SECURE TO BLOCK W/2 -g(6' SECURE t0 BLOCK W/2-3Jf6' NOTE: STRUCTURAL 2X MUST SECURE t0 BLOCK W/2 -3i(6' EMBEDMENT INTO BLOCK SECURE t0 BLOCK W/1-1/4' T OR DRIVE PIN TAPCON5 OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN.IN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 all CMU (MIN. SHANK 512E .145 BE ON OUTSIDE 4 SECURED WEEP E CREED MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 MIN. EMBEDMENT 1 Ya' %' TAPCON MIN. 144' MIN. HEAD SIZE 300 )�' DRYWALL MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL ) EMBEDMENT INTO BLOCK MIN. EMBEDMENT 1 Y4") I'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT 1 Y4") 3fe,' TAPCON MIN_ 1-Y4' �/�� WITHIN S' OF EACH END 4 WITHIN 8' OF EACH END 4 8" GMU WITHIN S" OF EACH END 4 WITHIN S' OF EACH END 4 EMBEDMENT INTO BLOCK. DETAIL WOOD O O T O I8' O.G. MAX SPACING=. 18' O.G. MAX SPACING_ 2ND 2X SECURE t0 18' O.C. MAX SPACING. S" CMU 18 D.C. MAX SPACING. 8' CMU 1�" DRYWALL STRUCTURAL MEMBER W/(2)126 2X8: ® 2X8: ® 1"X4" OR I"X2' P.T. NAILER 2X8' ® 3 WITHIN 8' OF EACH END 4 6' 2X8: ® ,' DRYWALL LOCK CONNECTION O ISI T T T E O T I O 3 i4 DRYWALL SECURE TO BLOCK W/2-)(6" TO S' O.C. MAX SECURE t0 BLOCK WPIN I'X4' OR I"X2' P.T. NAILER JLv �Lv SECURE TO BLOCK W/2 -r(6 " � SECURE t0 BLOCK W/2-r(b tAPCON:3 OR DRIVE PIN 1X4 OR 1'X2 P.T. NAILER 1 P.T. k 4 MIN. TAPCONS OR DRIVE PIN (MIN. SHANK 512E .145 1 P.T. X 4'M IN. TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASINCx SCALE: 1 1/2"=V-011 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 DOOR CASING MIN. HEAD SIZE 300 —DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW MIN. EMBEDMENT 1,Y4') MIN. EMBEDMENT 14') MIN. EMBEDMENT 1 Y4") ATTACH t0 2X PER DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Ya J ATTACH t0 2X PER ATTACH t0 2X PER WITHIN 8' OF EACH END 4 WITHIN S" OF EACH END 4 WITHIN S' OF EACH ENp 4 WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. MANUFACTURES DETAILS. 18" O.G. MAX SPACING. 1S' O.G. MAX SPACING. MANUFACTURES DETAILS. 181 O.G. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )/4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +1-1/" DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +1-1/2" WINDOW TO BLOCK +2 1/4" WINDOW TO BLOCK +3 WINDOW TO BLOCK +3 3/4" 1'-0' D SCALE: 1"=1'-0" 9GALl=: I"= I'-0" H A R C H 1 T E C T 3 D esign Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & IAT: TUS C A SOUTH LOT#2J PROJECT# 1703.00 MODEL: "1755" GARAGE SWING: RIGHT PAGE: MONOLITHIC 1 -STORY WALL SECTIONS & NOTES ARCHITECT: STATE OF FLORIDA WN DATE: 12/22/09 SCALE: 1/4"=1'-0" SHEET D3 OF FIBERGLASS SHINGLES OVER 015 FELT PAPER ON 16" O.S.B. SHEATHING OR 2" CDX PLYWOOD SECURED PER NAILING SCHEDULE PRE - ENG TRUSS t' -ITL. DRIP EDGE 2x4 SUB -SAND VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS r O.S.B. SHEATHING OR 2" CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5. THICK, 3 COAT CEMENT PLASTER OVER GRADE "D" FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE "D" FELT PAPER NOTE: SHEATHING MUST NOT BREAK 1' -0" MIN. FROM 2ND FLR LINE 2x4 CONT. a TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2A) EMBED. STRAP VERIFY W/ TRUSS PLAN '"THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2 -STORY FIRST FLOOR BLOCK SECOND FLOOR FRAME SCALE: 3/4"=V-0" 2x STUDS -a 16" O.C. M, R-11 BATT. INSU1 4 T 4 G SUBFLOOR C AND NAILED A% NAILING SCHE PRE - ENG FLOOR' S IMPSON HETA -16 E> STRAP -a 32" O.G. MAX V W/ TRUSS $" GYPSUM BOARD HIGH STRENGTH CLG. Bc EE ENERGY CODE FORMS OR INSULATION R -VALUES. " GYPSUM BOARD OR IIGH STRENGTH CLG. 3OARD W15T STRAP VERIFY W/ RUSS PLAN UINDOW ATTACHMENT AS SER MANUFACTURES SPECIFICATIONS iJINDOW SILL )x STUDS 6 16 " O.C. MAX W/ Z-11 BATT. INSUL. MIN. V T 4 G SUBFLOOR GLUED 4ND NAILED AS PER SAILING SCHEDULE PRE -ENG FLOOR TRUSS C INSTALL PER MFG. SPECS.) S" GYPSUM BOARD OR 2" HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) #5 REBAR CONT INUOU; R-4.2 BATT. INSUL. PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) *5 REBAR VERTICALLY W/ GONG. POUR CELL 1x2 P.T. FURRING STRIPS v 16 " O.c. 8" CMU —1/2" GYP. WL. BD. 1 ---- WOOD BASE O.S.B. SHEATHING OR" CD> PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5 r s"THICK, 3 COAT CEMENT PLASTER APPLIED TO METAL LATH OVER 2 LAYERS OF GRADE D BUILDING PAPER OR PAPER BACKED LATH OVER AN APPROVED HOUSE WRAP 2x4 CONT. s TOP AND BT. OF - FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2A) EMBED. STRAP VERIFY W/ TRUSS PLAN '"THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FIBERGLASS SHINGLES OVER 1*15 FELT PAPER ON 1/16" O.S.B. SHEATHING OR "" CDX PLYWOOD SECURED PER NAILING SCHEDULE 1" ITL. DRIP EDGE 2x4 SUB -BAND ALUM. SOFFIT STIFFBACK AT ALL UPRIGHTS OVER 41-1011 HIGH (SEE SEALED ENG. FOR SIZE & CONDITION) SECURE 2x4 PLATE TO WALL W/ S"x6" THRU-BOLTS 32" O.G. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d's 8" O.C. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON HTC4 6 24" O.C. MAX WINDOOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS 16 O.S.B. SHEATHING OR I" CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5 7/8" THICK, 3 COAT CEMENT PLASTER OVER GRADE "D" FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE "D" FELT PAPE R - NOTE: SHEATHING MUST NOT BREAK 1' - 0" MIN. FROM 2ND FLR LINE 2x4 CONT. 10 TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS 5T PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2A) EMBED. STRAP VERIFY W/ TRUSS PLAN 2"THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2 -STORY GABLE FIRST FLOOR BLOCK SECOND FLOOR ]F' R AM E .---- SCALE: 3/4"=I'-0" 2x STUDS 6 16" O.C. MAX W/ R-11 BATT. INSUL. MIN. i" T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE -ENG FLOOR TRUSS " GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK �N, W/ (1) 05 REBAR CONTINUOUS FLOOR CONNECTION AT PARALLEL/ PERPENDICI.JLAR PRE � ENG FLOOR TRUSS SCALE: 3/4 =1 -0 WOOD --� CONSTRUCTION 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. CAT SHEATHING SEAMS) PRE -ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2)126's Q EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R -VALUES. i" GYPSUM BOARD OF, HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS WINDOW SILL 2x STUDS s 16" O.C. MAX W/ R-11 BATT. INSUL. MIN. 4" T 8 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE - ENG FLOOR TRUSS ( INSTALL PER MFG. SPECS.) s" GYPSUM BOARD OR z" NIGH STRENGTH CLG. B0ARD CONC. FILLED LINTEL BLK W/ (1) '5 RE15AR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (1) *5 REBAR VERTICALLY W/ CONC. POUR CELL 1x2 /P.T. FURRING STRIPS a 1 �O " O.C. 8" CMU 1/2" GYP. WL. BD. WOOD BASE 1/16" O.S.B. OR �" CDX TYVEK BUILDING WRA PAPER BAGK -GALV'D MTL. LATH --1/8" TEXTURED FINISH 6 WOOD -WEEP SCREED 8" CMU 1/2" TEXTURED FINISH a MASONRY WEEP SCREED DETAIL C) WOOD TO A LOCK CONNECTION 5CALE: 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 StMDIV. & LOT: TUSCA SOUTH LOT#2J PROJECT# 1703.00 MODEL: "1755" GARAGE 3WI14G: RIGHT PAGE: MONOLITHIC 2 -STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA OtC 2 A NO LL DATE: 12/22/09 SCALE: 1/4"=1'-0" 3HEET F) A OF A R C H I T E C T S Design Groupf.c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 9V193DIV. & LOT: TUS C A SOUTH LOT#20 PROJECT# 1703.00 MODEL: "1755" GARAGE SWING: RIGHT PAGE: misc. DETAILS ARCHITECT STATE OF FLORIDA Wim JAM S CANTWELL NO 12079 DA E: 12/22/09 SCALE: 1/4"=1'-0"