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Home My WebLink About2620 Vineyard Cir (a)® STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 755 oil, W. - =1c l Norton. com 5850 T. Cl. LEE BLVD. SUITE 600 ORLANDO, FL. 32822 Tal: (407)850-5200 Fox. (407)850-5300 DESIGN CRITERIA: D.R. HORTON HOMES y 5850 T.G. LEE BLVD. SUITE 600 • 2007 FLORIDA FIRE PREVENTION CODE ORLANDO, FL, 32822 • ALL LOCAL AND STATE CODES TEL: (407) 850-5200 MTL. CLG. FAX: (407) 850-5300 CONC. • 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 755 oil, W. - =1c l Norton. com 5850 T. Cl. LEE BLVD. SUITE 600 ORLANDO, FL. 32822 Tal: (407)850-5200 Fox. (407)850-5300 DESIGN CRITERIA: ABOVE • FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABs. W/2009 SUPPLEMENT A M.C. AD .T. • 2007 FLORIDA FIRE PREVENTION CODE ALT. • NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION l. BD. • ALL LOCAL AND STATE CODES CL MTD. CAB, MTL. CLG. N.T.S. CLR. O.C. CONC. PL CPT. P.B. C.T. .00CUPANCY — RESIDENTIAL, GROUP R3 D. • CONSTRUCTION TYPE — VB DBL' D.G. • MIN. INTERIOR FINISH — CLASS B DIA. • BASIC WIND SPEED — 120 MPH (M/S) DIs . 91—STORY RESIDENCE — DP. • 2—STORY RESIDENCE — MAX. HEIGHT AS PER n S. LOCAL AND STATE CODES DTL. D.W. R.A.G. SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 EA. USED FOR DESIGN INCLUDE: ELEV. • CONCRETE MASONRY RESIDENTIAL EEXH. • CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 F.G./FX. F.G. FLR. SQ.FT. CALL. S S.H. FLUOR. SHT. EXHAUST FR. DR. EXTERIOR FTG, LIVING 1153 SQ. FT. GA. FUEL GAS GAR. DISP. GARAGE 404 5Q. FT. G.F.I. ENTRY 35 SQ. FT. GL. FLUORESCENT GYP. BD. LANAI 93 SQ. FT. H.B. FOOTING H.C. GAUGE HDR, GARBAGE DISPOSAL HGT. OR HT TOTAL 2255 SQ. FT. ININTT.. ABBREVIATIONS ABOVE LAV. AIR CONDITIONING LUM. ADJUSTABLE M.C. ALTERNATE MFR. AMPERAGE MIN. BOARD M.T. CENTER LINE MTD. CABINET MTL. CEILING N.T.S. CLEAR O.C. CONCRETE PL CARPET P.B. CERAMIC TILE PH. DRYER PLT. DOUBLE PLYWD. DUAL GLAZED PR. DIAMETER P.T. DIMENSION R. DISPOSAL RAD. DEEP R.A.G. DOOR REF. DOWNSPOUT RM. DETAIL R.O. DISHWASHER S.C. EACH S.D. ELEVATION S.H. EQUAL SHT. EXHAUST SHTHG. EXTERIOR SHWR. FIXED GLASS SIM. FUEL GAS SL. FINISH SL. GL. FLOOR STD. FLUORESCENT SWS FRENCH DOOR ROUGH OPENING FOOTING TEMP. GAUGE THK. GARBAGE DISPOSAL T.O.C. GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER T.O.S. GLASS TYP. GYPSUM BOARD U.N.O. HOSE BIB HOLLOW CORE V.P. HEADER W. HEIGHT W/ INSULATION WD. INTERIOR WD W. W/H SLIDING W.I. TMTC PLANS ARE REVIEWED AND comMOINALLy ACCEPTED FOR PERMIT. A PERMIT ISSUES) SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WrM THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET AStDF ANY OF THE PROVISIONS OF THE TECHNICAL CODES. NOR SHALL IS eUaANCC OF A PERMIT PREVENT THE BUILDING DEPT FROM THV,RTA!~TGR REQUIRING A CORREC- TION Or tf,'RO`?S ON THE PLANS, CONSTRUCTION Oh V'IRCR V6tJl.9.4'1CA S OF THE CODES, INDEX OF DRAWINGS SHEET # DESCRIPTION PG REVISIONS LAVATORY DATE DESCRIPTION 1/21B/09 PLAN REVISIONS PER LOU AVELLI- REMOVE TRANSOME OVER LUMINOUS MEDICINE CABINET PLAN ENTRY DOOR ON ELEV'5. 'A" AND '5', REMOVE ENTRY COLS. MANUFACTURER TAL METHRESHOLD 0/3/'B S.Y. REV1510NS: REVISED ENTRY LINTEL TO SFS LINTEL SCHEDULE (CAST -CRETE) PG 1B.1- MOUNTED METAL PG FOR ON ELEVATION 'C" 4 "D" NOT TO SCALE 1C -WIND LOAD CALCULATIONS ON CENTER 2 -FLOOR PLAN PG 3A -ELEVATION "A" FRONT & REAR PROPERTY LINE PUSH BUTTON "A" LEFT & RIGHT PG 5AC- FRAMING PLAN ELEVATION "A" PHONE PLATE PG D1 -FOUNDATION DETAILS PG PLYWOOD DETAILS PG D3 -1 -STORY WALL SECTIONS PG PAIR DETAILS PG PRESSURE TREATED DETAILS RISER RADIUS RETURN ATR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER STMTLAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON TMTC PLANS ARE REVIEWED AND comMOINALLy ACCEPTED FOR PERMIT. A PERMIT ISSUES) SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WrM THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET AStDF ANY OF THE PROVISIONS OF THE TECHNICAL CODES. NOR SHALL IS eUaANCC OF A PERMIT PREVENT THE BUILDING DEPT FROM THV,RTA!~TGR REQUIRING A CORREC- TION Or tf,'RO`?S ON THE PLANS, CONSTRUCTION Oh V'IRCR V6tJl.9.4'1CA S OF THE CODES, 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 3A -ELEVATION "A" FRONT & REAR PG 4A -ELEVATION "A" LEFT & RIGHT PG 5AC- FRAMING PLAN ELEVATION "A" 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 ;�EE�SJEEi �t � 8g It R A " I T C A T N Tli .441 N. RONALD REAGAN"gL1ID. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDrV. & LOT: TUSCA SOUTH LOT#26 e2G o :Nexffr4 PRO JEC T 1"703.00 MODEL: 1755" GARAGE SWING: RIGHT PAGE: COVER PAGE DATE: 12/22/09 SCALE: 1/4$$=1'-0" SHEET C 1 Or I2 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 CONCRETE TILES II. ATTICS W/ STORAGE WIND LOAD CRITERIA 20 III. ATTICS W/OUT STORAGE 10 II. IV. POOLROOMS III. 75 V. BALCONIES 60 0.85 VI. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS ** "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2007 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 II. CONCRETE TILES 25 E. WIND LOAD CRITERIA 1. BASIC WIND SPEED 120 MPH II. WIND IMPORTANCE FACTOR (IW) 1.0 III. EXPOSURE CATEGORY B IV. WIND DIRECTIONALITY FACTOR (KD) 0.85 V. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±0.55 ENCLOSED BUILDINGS ±0.18 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN '/z -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/rINCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %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 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'/;'. 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.. MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1 / ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/ INCH AND NOT MORE THAN % 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 Al 85. 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. 45, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER '/," D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS1'/Z' 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 BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH'/" 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, Y8" 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 112" GYPSUM BOARD. FBCR 311.2. 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 SLTHDIV. & LOT: TUSCA SOUTH LOT#26 PROJECT# 1703.00 MODEL: 1755" GARAGE SWING: RIGHT PAGE: ARCHITECT= STATE OF FLORIDA DEC 23 DAT: 12/22/09 SCALE: 1/49'=11-0 to SHEET 91-411 24'X24"X12" CONC. PAD LU/3-05 BARS E.W. ON CHAIRS MIN. 3' COVER Ew 300—all F 2'-6" I, 6'-3" E3y C pl PI 3'-8" 6'-0" 3'-8" I -011 40' - 0" J '-0" 20'-0" MI)AWD 1f�) �■ ■ 1/4"=1'-0" ■ ■ ■ ■ UNIT SECURE STRAP TO ■ -4 1/2' CONC. W/ (2)-3/16"X2' OR EQUAL TAP -CONS SECURE STRAP TO I UNIT W/ (2) *8x1 1/4 1 LAV. OPT. SHT MTL SCREWS A C CONNECTION 0 PAD DETAIL I D, LAV. X I .-- 0 0'-0" ELEV. W -1"T I - 3 11/211_FIN. CONC. SLAB I 1'-6" 61_211 II_QI `"" cl �1 1 .a 10'-I1" S'-3" 91_41 2'-2" I Ham' ■ lfd24"X24'X12" GONG. I D 1 PAD W13-05 BARS O I D 1 E.W. ON CHAIRS MIN. 3" COVER - - - WG• EXTEND N I SLAB 11/2' _ SHOWER, 2X& 2X lcm I I ■ DI � I � lu( l `" -- 4" CONC. REINFORCED I W/6 "X6' W1.4 X WIA WWM r ■ I OR FIBERMESH ON 6 -MIL. <t m VAPOR BARRIER ON I I WELL -COMPACTED ; 1 d I `t CLEAN TERMITE °`� -► D1 TREATED FILL OR ■ I APPROVED SUBSTITUTE, (RECRUIT II SYSTEM) f ■ ,n I A/C ■ I /\may\ I = 141-4" 15 Ln 4 P.Y.C. OPT 1 W I CHASE I I XI N I OPT I EXTEND \\ D 1 I LL I � 1 D• I SLAB 1 1/2' _I ■ SINK DW. Ir 3'-4" Ir 2'-8" I ` WH. �\ EXTEND rl- SLAB 11/21 „_ -5 1/2 N U-- IIz ■ I Aw I I ■ ■ -�� r �� 2' STEEL PIPE I 1COND� � - u_ I 3' _ 4"-8" BOLLARD EXTEND END OF PVC. -3 1/2' tt 1 0 1 1 CHASE UP 12' ABOVE I I GOND. CONC. PAD I■ -4I 1/2' ■ I m'-0' ELEV. I IL FIN. CONC. SLAB FTDI -N N l I I I I ■ ■ \ D1 ■ S I H.B. 3'-8" 6'-0" 3'-8" I -011 40' - 0" J '-0" 20'-0" MI)AWD 1f�) r --- I X r -411 l 5 D1WN.� EXTEND 5 1/2' SLAB 11/2 ■ \--2' STEEL PIPE I BOLLARD / r \ iCOND 10' —011 8 � DI D1 24'X24'X12" GONG. I ■ PAD W/3-05 BARS E.W. ON CHAIRS MIN. 3" COVER DI _ ■ a I N I � I D1 I DI I I , 1/2 HB I I ■ e ■ ■ I I 21-011 I/ I-0II I -ON 20'-011 101-011 301-011 COPT. 3rd CAR.GARAGE A R C H ITEC T S u Gr�� o 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 SV'BDIV. & LOT TUSCA SOUTH LOT#26 PROTECT# 1703.00 MODEL: "1755" GARAGE STFMG: RIGHT PAGE: FOUNDATIO, PLAN ARCHITECT= STATE OF FLORIDA DATE: 12/22/09 A/C 1/4"=1'-0" SHEET UNIT SECURE STRAP TO RSOLLS TRAP CONC. W/ (2)-3/16"X2' OR EQUAL TAP -CONS SECURE STRAP TO CONC. SLAB UNIT W/ (2) *8x1 1/4 SHT MTL SCREWS A C CONNECTION 0 PAD DETAIL r --- I X r -411 l 5 D1WN.� EXTEND 5 1/2' SLAB 11/2 ■ \--2' STEEL PIPE I BOLLARD / r \ iCOND 10' —011 8 � DI D1 24'X24'X12" GONG. I ■ PAD W/3-05 BARS E.W. ON CHAIRS MIN. 3" COVER DI _ ■ a I N I � I D1 I DI I I , 1/2 HB I I ■ e ■ ■ I I 21-011 I/ I-0II I -ON 20'-011 101-011 301-011 COPT. 3rd CAR.GARAGE A R C H ITEC T S u Gr�� o 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 SV'BDIV. & LOT TUSCA SOUTH LOT#26 PROTECT# 1703.00 MODEL: "1755" GARAGE STFMG: RIGHT PAGE: FOUNDATIO, PLAN ARCHITECT= STATE OF FLORIDA DATE: 12/22/09 SCALE: 1/4"=1'-0" SHEET or 13'-01 DOWEL PLAN OPT. 3rd CAR GARAGE A R C H I T E C T S �' Desn Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SVHDIV. & LOT TUSCA SOUTH LOT#26 PROJECT# 1703.00 MODEL: "1755" GARAGE SWING: RIGHT PAGE: DOWEL PLAN F CHITECT OF FLORIDA 2 3 2009 DATE: 12/22/09 SCAT :1/4"=1'-0" SHEET 11A OF SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U -LINTELS 8" PRECAST & PRESTRESSED U -LINTELS m LENGTH GRAVITY GRAVITY COMMENTS LATERAL LENGTH TYPE BUB BF1-m� SM -05 16-m m -m 4- a -m 32- 0`8 -IS 8F12 -IB 8`16-18 BF20-113 0F24 -I5 8F2a-I15 8`32-18 2'-10'(34') PRECAST 2302 3166 4413 6039 1526 9004 10412 11936 3166 4413 6039 1526 9004 10412 11936 3'-6' (42') PRECAST 2302 3138 3311 4689 6001 1315 8630 9941 3166 4413 1 6039 1526 9004 10412 11936 4'-0' (48') PRECAST 2029 2325 2496 3461 1 4438 5410 6384 1358 2646 4413 6039 1526 9004 10412 11936 4'-6' (54') PRECAST 16$1 1181 1913 2651 3403 4149 489b 5644 2110 4021 6039 1526 9004 10412 9668 5'-4' (64') PRECAST 1184 1223 1301 IB09 2311 2826 3336 3846 1665 me 50b1 bosbi 5400 6424 1450 5'-10'(109 PRECAST 912 1000 1059 1414 1889 2304 2121 3131 1459 2464 4144 5458 4431 5280 6122 6'-6' (189 PRECAST 93-11255 4241 2101 3263 2146 3358 3911 4585 1255 2101 3396 5260 1134 8995 6890 1'-6' (SO')PRECAST -i6-1 1029 1615 2385 1994 2439 2886 3333 1029 1615 2610 3839 5596 6613 5041 9'-4' (112') PRECAST 513 632 1049 1469 1210 1482 1154 2021 160 1212 late 2544 3469 4030 3121 101-6Y1269 PRECAST 456 482 B02 1125 915 1122 1325 1535 658 1025 1514 2081 2114 3130 2404 111-4' (136') PRECAST 445 598 938 1365 1854 2355 1193 2015 598 935 1365 1854 2441 3155 4044 12'-0'(144') PRECAST 414 545 864 1254 1689 2014 1510 Iva 555 864 1254 1693 2211 2832 3590 W-4'(1609 PRECAST 362 421 126 1028 1331 1635 1224 1418 415 148 1016 1438 1655 2343 2920 PRECAST 338 361 649 919 1190 1462 1081 1260 455 100 1003 1335 1114 2153 2666 141-010169 PRESTRESSED N.R. NR NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3165 V-4'(1049 PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2310 2890 1 3410 11'-4' (208')PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 IV -41(2329 PR STRE8SED NR NR NR NR NR NR NR NR 240 400 150 1090 1400 1120 2030 21'-4' (2569 PRESTRESSED NR NR NR NR NR NR NR NR 183 330 610 940 1340 1180 2110 22'-0'(264')PRE5TRE55ED NR NR NR NR NR NR NR NR 160 300 510 810 1250 1660 1910 24'-0CZ88') PRESTt2ESSED NR NR NR NR NR NR NR NR 130 240 410 120 1030 1350 1 1610 8" PRECAST & PRESTRESSED U -LINTELS -REDUCE VALUE RT 2EIN FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U -LINTELS .� m LENGTH UPLIFT GRAVITY COMMENTS LATERAL TYP L)=NGTF+ 8F8 -I 12 -IT FEIb-IT 2m -1T 4-Ir 8F32-1T 4'-4' (52') PRECAST OF8 8-2 12-2 I6 -Z 20-2 4 -28F32 -2T 2'-10'C34'J PRECAST 2121 2816 alml 5332 65699055 4'-6' (54') PRECAST 1351 2021 2021 2121 2184 3981 5190 6401 8851 3'-6' (42') PRECAST 2165 2289 3260 4231 5219 5'-8' (689 PRECAST 1192 1251 1251 2165 2215 3165 4125 5091 1036 4'-0'(48') PRECAST 1818 1989 2832 13680 185 4532 5381 6245 938 938 1818 1925 2150 1 3583 4422 5264 6110 4'-&'(54') PRECAST 1660 1162 2501 3251 4010 4161 5525 121 121 1660 1105 2435 3111 3913 4658 5406 5'-4' (64')PRECASt 1393+ 1484 2110 2141 3315 4010 4640 505 Stas 1393 1431 2050 2610 3293 3920 4549 5'-10'(70') PRECAST 1212• 1351 1930 2505 3084 3665 4241 418 418 1212 1315 1815 2441 3010 3583 41;--1 (01-6-08-) PRECAST 1 1200 1133 12250 535 1 928 1491 2119 1 2618 3595 2169 3290 3812 101 Be' 1141 1182 1684 2192 2103 3216 3132 1'-6" (90') PRECAST 959- 912 1415 1914 2354 2191 3240 591 651 990 IO2S_ 1466 1901 2 351 2191 32 45 9'-4' (112') PRECAST 001- 612 980 1269 1560 1852 2144 454 630 001 155 1192 1550 1910 2211 2634 10'-6Y126') PRECAST 116- 498 193 1021 1261 1496 1131 396 493 6 611 1039 1389 1111 2034 2358 ll' -4' (136') PRECAST 6- 439 696 899 1104 1309 1515 363 556 6 535 905 1295 1595 1696 2198 i&311 12'-0'(144') PRECAST 1- 400 631 816 1001 1186 1312 340 494 406 810 1209 1514 1199 2086 13'-4' (160') PRECAST 500-13 0 532 686 841 991 1153 302 398 513140S 662 1004 1361 1631 1891 PRECAST 450• 316 493 635 118 922 1065 286 360 548 318 629 922 1254 1561 1016 14'-B' (1169 PRESTRESSED 243 295 459 591 124 851 990 N.R 351 _743785 3 352 582 2 1156 1491 1142 15'-4' (184') PRESTRESSED 228 218 430 553 611 801 1325 N.R 327 228 329 542 191 1012 1381 1616 I1'-4' (2089PRESTRESSED 108 236 361 464 561 610 114 N.R. 255 IBS 216 449 649 814 1121 1389 19'-4' (232') PRESTRE88ED 165 201 313 401 490 5le 661 N.R.204 165 239 383 550 136 940 1160 21'-4' (2569PRESTRESSED 145 186 218 356 433 512 590 N.R 112 142 212 336 411 635 001 993 22'-O'f264')PRESTR£SSED 140 1Bm 268 343 418 493 568 N.R 161 131 205 322 451 601 111 941 24'-OY288') PRESTRESSED 121 1 124 165 1 186 244 1 290 312 1 408 380 538 441 680 515 833 N.R.135 -REDUCE VALUE RT 2EIN FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U -LINTELS .� m LENGTH E�EV* ,AE "�" GRAVITY COMMENTS L 1 LENGTH TYPE LENGTH TYPE - me -W-05 e1�-14- I8-mEMW26- OWW-me L 2 61'.F6-iB 01*1m-IB 81F14- B 0*18-IBFF26-IB OW3O-IB 4'-4' (52') PRECAST 1489 1591 1821 3053 3412 2982 4982 3954 6412 4112 5904 9416 6880 10818 4'-6' (54') PRECAST 1351 1449 2182 2114 3600 1501 5315 6264 1102 3412 4982 6412 1941 9416 10818 5'-8' (689 PRECAST C.IUANTITY OF 115 REBAR AT BOTTOM OF LINTEL CAVITY F F 832 1602 1550 2058 2566 3015 3505 185 1153 2162 4014 6412 6516 5814 6839 =J'-10' (10') PRECAST 135 119 1500 1449 1924 2400 2816 3352 1103 2051 3811 6412 6516 5450 6411 6'-8' (80') PRECAST BF12-15/1T 90l 1611 2933 2516 3223 3812 4522 022 Sol 1611 2933 4100 6130 8111 6101 1'-6' (90')PRECAST 665 161 164 1311 1311 2252 2329 1958 3609 2451 5492 2944 6624 3439 5132 9'-8' (116') PRECAST 311 420 834 1253 1011 1342 1614 1886 535 1 928 1491 2119 1 2618 3595 2815 8" PRECAST W/ 2" RECESS DOOR U -LINTELS •REDUCE VALUE BT 15% FOR GRADE 40 FIELD WEAR L— 9 e2E, -SH EGRESS L— 8 25 -SH EGRESS 25 -SH ELEV. 'A" 4 118' 26 -SH ELEV. 'C" 4 "D' CAST-C"TEELI QTEL SCHEDULE 8'-8' BEARING HEIGHT THROUGH OUT ELEVATION 'A' 4 "B' e'-4' SEARING HEIGHT THROUGH OUT ELEVATION 'C' E 'D' m LENGTH E�EV* ,AE "�" UPLIFT COMMENTS L 1 LATERAL LENGTH TYPE MW* -1T sla-lo-rr 81*14-1T zwis-rr sw:;2-rt sm=26-rr s1.1=30 -I 1-1n' CLEAR L 2 81FF6-2r SWIC-z 81QFI4-2T OWI6-2T 81 22-2T 81W26-2 81W30-2 SRU eRF 4'-4' (52') PRECAST 1244 1513 2413 3260 4112 4961 5825 SRI=22-08/IT 932 932 1244 1519 2339 3110 4008 4850 5696 4'-6' (54') PRECAST 1192 1501 2311 3121 3931 4156 5511 C.IUANTITY OF 115 REBAR AT BOTTOM OF LINTEL CAVITY F F 853 863 1192 1456 2240 3036 3831 4643 5,453 5'-8' (68') PRECAST 924• 1112 1195 2423 3055 3689 4325 4'-6' 501 601 924 1132 1141 2351 2918 3603 4230 1 V-10'(109 PRECAST 096• 1138 1142 2352 2965 3581 4198 BF12-15/1T 469 469 896 1099 1690 2288 2891 3491 4106 6'-8' (80')PRECAST 118 082 1513 2042 2513 3101 9642 - 9. All safe loads 1n units of pounds per linear Foot. 1100 830 116 956 1466 1981 2509 1 3035 3563 1'-6' (9(0') PRECAST (,Be bsl 1325 1810 2280 2153 LS 'i'-6' 9419'-8' 688 849 1302 1162 2zz5 2690110 OPT. 6068 SGO (116') PRECAST 533- 433 808 1123 1413 1104 A 614633 bib 621 1009 1369 1128 2088 •REDUCE VALUE BT 15% FOR GRADE 40 FIELD WEAR L— 9 e2E, -SH EGRESS L— 8 25 -SH EGRESS 25 -SH ELEV. 'A" 4 118' 26 -SH ELEV. 'C" 4 "D' CAST-C"TEELI QTEL SCHEDULE 8'-8' BEARING HEIGHT THROUGH OUT ELEVATION 'A' 4 "B' e'-4' SEARING HEIGHT THROUGH OUT ELEVATION 'C' E 'D' 8RF22 -05/1T SF24-054T S'PM nT� LINTEL SCHEDULE LINTEL NO. LENGTH E�EV* ,AE "�" ELEV. CE °p" COMMENTS L 1 : ......: ..... 1-1n' CLEAR L 2 4'-6' 81=24-08/1T 8Fi&-05/1T L 3 4'-6' r 81=16-08/1T OF1(o -0B/1T OF16 -1B/1T 8RF22 -05/1T SF24-054T S'PM nT� LINTEL SCHEDULE LINTEL NO. LENGTH E�EV* ,AE "�" ELEV. CE °p" COMMENTS L 1 4'-6' SF24-05/iT 81=16-08/1T 1-1n' CLEAR L 2 4'-6' 81=24-08/1T 8Fi&-05/1T L 3 4'-6' 81=24-01BAT 81=16-08/1T lintels must be reduced by 209. 1f bearing lenggth is less than L 4 4'-6' SRI=22-08/IT 8F8-05/IT 2. f'c prestressed ltntels - 6000 psi. 3. f'c grout ■ 3000 psi w/ maximum 3/8' aggregate. L 5 1T-4' BF28-15AT 81=36-IB/1T .:� ++ ' L 5A 9'-4' 81=28-15/7 8F36 -15/1T C.IUANTITY OF 115 REBAR AT BOTTOM OF LINTEL CAVITY F F L 6 4'-6' 15F24 -015/1T SF16-013/7 psi. 5. Rebar provided in precast lintel per ASTM Ably GR60. L -1 4'-6' 81=24-08/1T 8F16 -08/1T .1. '' L 8 4'-6' SF24-0B/IT 8F16-OBAT , $�/, 8 1 L 9 4'-6' OF24-08/1T 81=16-08/1T 6. Bottom field added rebar to be located et the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel For mechanical anchorage. B. Cast -in- lace concrete ma be provided in composite lintel in lieu of concrete mason- unite. p y p p L 10 9'-4' BF12-15/1T 8F16-1B/IT 05 REIBAR AT 60TTOM OF LINTEL CAVITY L 11 10'-6" SF12-I5/1T 8F16-1B/1T L 12 "1'-6' SF24-I5/IT 81=16-OBAT - 9. All safe loads 1n units of pounds per linear Foot. L 13 6'-6' SF24-IB/IT BF16-OBAT L 14 6'-6' 8F24-I15/1T 8F16-013AT LS 'i'-6' SF24-I5/1T 81=16-08/1T OPT. 6068 SGO 0 BDRM. '2 8'-8' CLC. 2 -CAR GAR. 8'-8' CLG- L— 5 16'-011 X'11-011 O.N. -------------------- -------------------- 3RD. CAR GAR. 5'- 8' CLG. Cl-)P.T. 3Jrd CAR GARAGE BEARING HEIGHT THROUGH OUT ELEVATION "A' 4 'B' 13'-4" SEARING HEIGHT THROUGH OUT ELEVATION 'C' 4 'D' 05 MBAR AT TOP SF28-15AT A R C H I T E C T S �� Desin Groupinc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SLTBDIv. & LOT: TUSCA SOUTH LOT#26 PROJECT# 1703.00 MODEL: 1755" GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (CAST -CRETE) ARCHITECT: STATE OF FLORIDA EF l DATE: 12/22/09 SCALE: 1/4 01=1 9-0" SHEET JD Or SAFE LOAD TABLE NOTES MiN. (1)1REQ'D •'' MATERIALS GENERAL NOTES 1-1n' CLEAR I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled TYRE DESIGNATION I. f'c recast lintels • 3500 sl. I. Provide full mortar head and bed ,Joints. lintels must be reduced by 209. 1f bearing lenggth is less than 2. f'c prestressed ltntels - 6000 psi. 3. f'c grout ■ 3000 psi w/ maximum 3/8' aggregate. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. Safe loads for all recessed lintals based on S- nominal bearing. 2. N.R. - Not Rated. F • FILLED WITH GROUT / U ■ UNFILLED .:� ++ ' CMS 4. Concrete masonry units (CMU) per ASTM CSO w/ minimum net area compressive strength - 1900 4• Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. B. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. C.IUANTITY OF 115 REBAR AT BOTTOM OF LINTEL CAVITY F F .•+ psi. 5. Rebar provided in precast lintel per ASTM Ably GR60. S• All lintels meet or exceed L/360 vertical deflection, except lintels 11'-4' and 5. Additional lateral load capacity can be obtained by the designer by providing ,� .1. '' GROUT Field rebar per ASTM A615 GR40 or GR60. longer with a nominal height of 8' meat or exceed L/180. addional reinforced masonry above the precast lintel. , $�/, 8 1 6. Prestressing strand per ASTM A416 grade 210 low relaxation. 1. 1/32 wire ASTM A510. 6. Bottom field added rebar to be located et the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel For mechanical anchorage. B. Cast -in- lace concrete ma be provided in composite lintel in lieu of concrete mason- unite. p y p p 6. One r rebar ma be substituted for two 45 rebars in 8' lintels onl y y' i• The designer may evaluate concentrated loads from the safe load tables by _ 1✓ + � �p _ ' • • 05 REIBAR AT 60TTOM OF LINTEL CAVITY per p S. Mortar per ASTM C210 type M or S. y S. Safe load ratings based on rational design analysis per ACI 318 and AGI 530 calculating the maximum restating moment and shear at d -away from the Face of support. B. For composites lintel heights not shown use safe load from next lower height. p g g NOMINAL WIDTH -I _J QUANTITY Cr- +'5 NOMINAL HEIGHT REBAR AT TOP BOTTOM REMFORGING PROVIDED iN LINTEL 1-5/8•ACTUAL - 9. All safe loads 1n units of pounds per linear Foot. 8' NOMINAL WIDTH • (VARIES) SF28-15AT A R C H I T E C T S �� Desin Groupinc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SLTBDIv. & LOT: TUSCA SOUTH LOT#26 PROJECT# 1703.00 MODEL: 1755" GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (CAST -CRETE) ARCHITECT: STATE OF FLORIDA EF l DATE: 12/22/09 SCALE: 1/4 01=1 9-0" SHEET JD Or r ---r — — — — r--� LAUN. - - i 8'-511 GLG. I 0 O BDRM. 2 V-8" GLG. 2—CAR GAR. 8' - 8' GLG. L- 5 16' - O' X -I'-0" O.N. -------------------- -------------------- 3RD. CAR GAR. V-8" GLC. L- 5 A 81-0' X 11-011 O.H. OPT. 3rd CAR GARAGE W-8" BEARING HEIGHT THROUGH OUT ELEVATION 'A" E 'B' 9'-4' SEARING HEIGHT THROUGH OUT ELEVATION 'G" 4 "D' UJ E I WA 91;�' CONC,RETr= FRODUCT5, ING. P.O. BOX 219 ZELLW000, FL 32198 (401) 886-2=511 1-800-654-5139 FAX 401-886-0198 LINTEL NO. LENGTH TYFE ELEV. "A" 4150 TYPE ELEV. "GN 411011 111 I COMMENTS L -I 4'-6" 8/24-5-IU/0L 8/16-5-114/OL am -a - ft L-2 4'-6" 8/24-8-11J/01- 8/16-5-1U/0L a-6-0 0/32 L-3 4'-6" 8/24-5-1U/0L 8/16-5-1U/0L 6/6 -5 -IL L-4 4'-6" 8/22-6-1U/0L 8/8-6-IU/01- RECESSED L-5 11'-4' 8/28-5-1U/1L 8/36-5-1UAL 1000® L -5A 9'-4" 8/28-8-1U/1L 8/36-6-11LI/1L st L-6 41-611 8/24-6-IU/0L 8/16-5-1U/0L 10000 L-1 41-611 8/24-5-1U/0L 8/16-S-1U/0L PIWCAST L-8 41-ro" a/24-.S-IU/OL 8/16 -5 -1U/01 - 10000 L -9 41-611 8/24-6-1U/0L 8/16-S-1U/0L L-10 91-411 8/12-6-1U/1L 8/16 -6 -ILIAL 10000 L -I1 10'-6' 8/12-6-1U/IL 8/16-5-1U/1L PRECAST L-12 "I'- 0 8/24-6-1U/1L 8/16-S-1U/0L powe L-13 6'-6' 8/24-S-1U/1L 8/16-6-1U/0L L-14 6'-6' 13/24-6-IU/IL 8/16-6-1U/0L 9204 m..o..NO-..,o. -1'-6" 8/24-6-1U/1L 8/16-6-1U/01- OPT. 6068 SGcD L-8 L-10 L-9 25-514 25 -SH EGRESS EGRESS 25 -SH ELEV. NA k 1113 " " 4 `26 -SH ELEY • NC,11 ! I'D" WE I IWA LINTEL SCHEDULE 8'-8" BEARING HEIGHT THROUGH OUT ELEVATION "A11 4 "B' V-4" BEARING HEIGHT THROUGH OUT ELEVATION "G' 4 "p" LINTEL Type �'-lo' Pre4.t S' -b' RsTcest 4'-0' Precast 4'-6' Recast 4-6' Recast 5'-4' Recast 5'-10' Recast 6'-6' Precast 1'-6' Recast 1'-6' Precast W.C. Precast 0'-4' Procrit 9'-4' Precast 10'-6' Precast I1'-4' Precast Recast Precast 13'-4' Precast 14'-0' Row 899 LINTEL UPLIFT 1259 LINTEL GRAVITY 8" LINTEL GRAVITY LINTEL UNTEL SAFE LATERAL LOADS lPI.F) SAFE GRAV11Y LOADS nfl-F) Tv. SAFE GRAVITY Nr FIIJ.ED TOTAL6" .t 1173 am -a - ft Y -1i 6Ab-6-OL 6/20-6-0 6/24-8- %Fi0 a-6-0 0/32 -6 -01 - LE T TYPE I -LAN 6/6 -5 -IL D/q-S-IL 6Ab-8-IL 6420 -6 -IL 6/24-6-1L 6420 -6 -11L 0132 -6 -IL 2'-10• PRECAST 6021 0491 10000 10000 1000® 10000 Imcc 10000 1208 st rrhmmast I540 4011 '5939 101900 10000 1000® 10000 10000 3'-6' PIWCAST 7603 4011 10000 10000 10000 10000 10000 10000 ..[--'•�7'SI•I0 111IST?'f..0 0 KT"•i'--=1• 2921 6133 9816 10000 1000 0 10 000 10000 4'-0' PRECAST 1021 2921 1859 10000 powe k000® k 10000 490 FrraK 214 5018 Il 9204 m..o..NO-..,o. 10000 10000 4'-6' PRECAST 1350 2214 412 10000 10000 10000 00 100®0 �. 4660 6508 0520 00 000 4'-6' PS�GAST 12W2111 4807 Ivew 10000 lCovy Wove Ivem 1659 3409 4623 6239 1656 8071 000 5'-4' pREC418T 1006 1651 56 6431 1000® 00 1 10000 1461 3001 0111 6666 10000 10000 10 000 5'-10' PRECAST g48 1461 3001 5111 1 6666 10000 10000 10000 ��■�—ter. 1232 2440 3894 . 6250 0599 10000 10000 6'-b' PRECAST 110 1232 2440 3934 6250 10000 10000 10000 1001 1916 2942 4346 461 10000 10000 F."CAST 562 1 19Ia 2942 4346 6461 10000 10000 915 1649 2019 4131 6010 9245 10000 1'-6' PREGABT 544 B115 1849 2619 4131 6010 9245 IMCO 916 1124 602 315 5030 936 10000 0'-® PRECAST 511 916 124 1 26C2 3151 5403 1956 10000 064 1615 15 3444 4666 6903 10000 0'-4' PRECAST 407 664 1619 1 2413 4610 6963 10000 14 1961 1991 7166 3169 5124 1061 9'-4' PRECAST 411 '141 1 1"1 2166 3161 5124 636 1146 1649 2231 962 3883 5094 10'-6' PIQEGABT 349 "36148 1649 2231 2967 W3 5094 514 0 1465 M64 2566 3305 423 II' -4' PRECAST 315 514 1026 465 M64 2566 3305 4239 533 850 1343 nag 2316 2951 3134 12'-0' PIRECA6T 292 539 930 1349 1109 2316 2951 3134 5 05 696 1264 1616 2151 71 30 342 6 PI.CA6T 711 605 696 1264 1616 2151 2130 426 464 622 1151 155 1935 2425 3010 13'-4' PRECA67 255 464 436 022 169 1151 I_ 3 615 1406 1935 86 2425 2225 9010 2141 PRECAST 239 436 169 1013 1406 1186 229 2141 N. NR PlR 14'-0' PRESTRESSED NR 460 II 1234 1421 119 21W 2662 5'-4' PROTRE66ED NR NR 454 165 1160 1331 1660 Nit 2032 2459 N R NR NR N.R KF - M' -4* M'-4' PRMTRE88M NJ4! E102 1611 199 PRESTRESSED NR 9 N 049 NS2 0 NP- II KK 415 Kp- Iblb TIR N2 NR NR NR 20'-0 P'REBTRE55ED NR 84 1 390 N N 21'-4" PRESTRESSED NAL 00 640 4 1441 22'-0' PRESTRESBE'D NR 761 461 111 006 961 lilt 1316 24'-0' PRE6TRESSEp NR 1' N.R - Ivor beta merlaea NR -Not w.mebded B" LATERAL TABLE UNTEL SAFE LATERAL LOADS lPI.F) BJP- Tv. SAFE GRAVITY Nr FIIJ.ED --10W .t 1173 Proustm Y -1i Frefa.t IJw %Fi0 f-0 FC*Mt— vie st K K ,oa 4-0' Nim---'�..-->.--�,.--�...---->, PrecastSeo 040 1666 4' �m 0'-0' 6 {• 5'-10 Frock 625 1208 st rrhmmast I540 .wREK111111111111--M..7-1-131111111 mor17"..'-. 1060 s' Precast A40sem et T'-0' Precast 430 �' 6'-0' Prrast AV N20 6'-4' 191'0006t ..[--'•�7'SI•I0 111IST?'f..0 0 KT"•i'--=1• Nor 1-1, r•4' FrecaK FrscaK255 s-fT3'. 610 �a->.. i -:-J• �.--r� mat 248 490 W' k 2 490 FrraK 430 14-6' FroLr s.sd m..o..NO-..,o. o. A'~t' Frastrened 165 3•b �rr>_��Ta■ VeE.ed 445 1 320 ®®�� Vowed ■.��.-'-�■��r--:amu �. ontalto o pro _ trewed 100 200 NR . Nx IPeeolel.d.d �� Ie t-. =iTB-I♦srt7>•m 0 rServm 0w ^m�r---�. ��■�—ter. �—�� ' I 2�:7■irs;2� mm..� . sr� ter• �2st. �r-�.. sys-� srr�� s±>r>_ NR -Not w.mebded B" LATERAL TABLE `19" 1 INTFI I IPI IFT LINTEL SAFE LATERAL LOADS lPI.F) BJP- Tv. �y� PLAN FIIJ.ED --10W .t 1173 Proustm Y -1i Frefa.t IJw %Fi0 f-0 FC*Mt— vie st K K ,oa 4-0' 4-6' PrecastSeo 040 1666 4' f6i 0'-0' 6 {• 5'-10 Frock 625 1208 st rrhmmast I540 1440 1060 s' Precast A40sem et T'-0' Precast 430 �' 6'-0' Prrast AV N20 6'-4' 191'0006t Precast r•4' FrecaK FrscaK255 s-fT3'. 610 �a->.. i -:-J• �.--r� mat 248 490 W' k 2 490 FrraK 430 14-6' FroLr s.sd ry 390 A'~t' Frastrened 165 3•b �rr>_��Ta■ VeE.ed 445 1 320 ®®�� Vowed ■.��.-'-�■��r--:amu �. ontalto o pro _ trewed 100 200 NR . Nx IPeeolel.d.d `19" 1 INTFI I IPI IFT KM - Not w.cormed.d 8" RECESS DOOR HEADER LATERAL TABLE RECESS DOOR HEADER SAFE LATERAL LOADS (FLF) Total legth BJP- 8 WCESOM PLAN 6' FECESeED FILLED 34 PLP, 330 1173 Proustm gm -.01, 32 4'.0' stny H 2060 'A' BARS (MAN REItFJ st K 26W 4' 4' 4-0' Froust 1 45 040 S' -S' Roust 1 320 0'-0' 6 {• sk tw 60 T'-lY st 200 1440 ,'_5• m 160 490 et 550 �' ...o s-fT3'. �T � �a->.. i -:-J• �.--r� s'--rte..."---� �rr>_��Ta■ ,i'i•-Ti�'iI...E'iT-! ®®�� ■.��.-'-�■��r--:amu �. ��■�—ter. �—�� ' KM - Not w.cormed.d 8" RECESS DOOR HEADER LATERAL TABLE RECESS DOOR HEADER SAFE LATERAL LOADS (FLF) Total legth BJP- 8 WCESOM PLAN 6' FECESeED FILLED 34 PLP, 330 1173 Proustm gm -.01, 32 4'.0' stny H 2060 'A' BARS (MAN REItFJ st K 26W 4' 4' 4-0' Froust 1 45 040 S' -S' Roust 1 320 0'-0' 6 {• sk tw 60 T'-lY st 200 1440 ,'_5• Freea.t 1 160 490 12" RECESS DOOR HEADER LINTEL REINFORCEMENT SCHEDULE LENOIH .i:;i:::: .... . .. - REINFORCEMENT.{' ........... ..........::::.. R41 A' REINFORCEMENT 6V' 2'-1D^ i0 6'-8' 2 NONE 6-S'-10TO B-8' 2N4 NONE 8'4" TV To 8'4" 2 R6 NONE 14' 1-e 171-4' f2lft 12)#316'4' 2 TI1R' PRESTRESSED 2 Kt �� ) 7116' PRESTRESSED p4 u'7' -11 2 7118' P'EIMIN RO N TO UNTELBECTON FOR RFINFORCFNIFNF LQA=N$ —N• 313, LATERAL TABLE r5 CONTNUOU6 RECESS DOOR HEADER SAFE LATERAL LOADS (PLF) Legal nNp , PLP, Rum (1) 45 CONT"JOU6 Proustm (01-TIONAL) 9210 4'.0' stny r.�'w •: 2060 'A' BARS (MAN REItFJ st 1660 26W 4' 4' Freest 515 2540 4S K I 4(20 'D• DARE - SEE SCI -MULE 0'-0' Freest VIM tw 6'-F Frost 618 4R6 FracaK 190 ,h0 6 et 550 LINTEL REINFORCEMENT SCHEDULE LENOIH .i:;i:::: .... . .. - REINFORCEMENT.{' ........... ..........::::.. R41 A' REINFORCEMENT 6V' 2'-1D^ i0 6'-8' 2 NONE 6-S'-10TO B-8' 2N4 NONE 8'4" TV To 8'4" 2 R6 NONE 14' 1-e 171-4' f2lft 12)#316'4' 2 TI1R' PRESTRESSED 2 Kt �� ) 7116' PRESTRESSED p4 u'7' -11 2 7118' P'EIMIN RO N TO UNTELBECTON FOR RFINFORCFNIFNF LQA=N$ —N• 313, (1)0) CONTINUOUS r5 CONTNUOU6 60pXlib'' 10'IOG00SLOCK IN "v r CONGf >F 1L FIELD) nNp , LEd;15Ap�RN �I (1) 45 CONT"JOU6 rGUP (01-TIONAL) .� 1/32' 6TIM" AT 4'-0' ce (ITL/op3p r.�'w •: ANN 'A' BARS (MAN REItFJ tl1... SEE SCHEDULE TYPICAL COMPOSITE LINTEL SECTION r-ru -3 COWN JOM Y,-3oov F6I CFILL (C4cFZE PLACED IN FIELD) TOP �LEEG ISAERe,S::� LEG�UP OR 14'-0' LENIS-MIS 1/32' STIMIZIPS a 4'-V'= :N (1) 45 CONTNUOUB (OPTIONAL) 'A' DARE (MAIN REDFJ bEE 6C41EDULE a 3 I J 'B' BAR6 -SEE SCHEDULE TYPICAL LINTEL 12'x8' SECTION 12" LATERAL TABLE LINTEL Iv- I, rI r5 CONTNUOU6 TYPICAL LINTEL 8"x811 SECTION IONAL 03T LEd;15Ap�RN LEQ BAI"::1.�t� 9TOgP E,�,•�.� LEG 11P TO 14'-t; LEW.aTH6 rGUP 152' STIRRUPS a 4'-0' CCC (ITL/op3p r.�'w •: IONAL RM tl1... �/32' 'A" BARS (MAN REINFJ 6EE 6C1-EDIJLE STIRRUPS AT 4'-0' m 'D• DARE - SEE SCI -MULE TYPICAL LINTEL 12'x8' SECTION 12" LATERAL TABLE LINTEL Iv- TYPICAL LINTEL 8"x811 RECESSED SECTION TYPE DESIGNATION NOMINAL WIDTHMEIGHT OF LINTEL rP'I AIN OR 60LID LNML C 8/1(a - P - #U/#L• LNa. or ADDITIONAL 95 E5AR5 IN UPPER OR LOWER LINTEL CAVITY A R C H IT E C T S Desin Groupnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 SUBDIY. & LOT:ij TUSCA SOUTH LOT#26 PROJECT# 1703.00 MODEL: "1755" GARAGE SIYING: RIGHT PAGE: LINTEL SCHEDULE ( WEKIWA) ARCHITECT: STATE OF FLORIDA 3 2009 JAMS CANTWELL AFY NO 12079 DATE: 12/22/09 SCALE: 1/411=11-011 SHEET 1B. loir t) r5 CONTNUOU6 FI LL N FIELD) ELD Il• LEQ BAI"::1.�t� rGUP TO 14'-0' LEN37H6�-°OFIrIIOIO4AL))INLN7LI6 (ITL/op3p �/32' STIRRUPS AT 4'-0' m TYPICAL LINTEL 8"x811 RECESSED SECTION TYPE DESIGNATION NOMINAL WIDTHMEIGHT OF LINTEL rP'I AIN OR 60LID LNML C 8/1(a - P - #U/#L• LNa. or ADDITIONAL 95 E5AR5 IN UPPER OR LOWER LINTEL CAVITY A R C H IT E C T S Desin Groupnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 SUBDIY. & LOT:ij TUSCA SOUTH LOT#26 PROJECT# 1703.00 MODEL: "1755" GARAGE SIYING: RIGHT PAGE: LINTEL SCHEDULE ( WEKIWA) ARCHITECT: STATE OF FLORIDA 3 2009 JAMS CANTWELL AFY NO 12079 DATE: 12/22/09 SCALE: 1/411=11-011 SHEET 1B. loir t) __ BD- RM.#2 r 1 V-8' CLG. I I IL _J LAUNT �TtN • -- 1 8'-8' CLG. L -_J 0 r-----� I I L___ --J 2 -CAR GAR. 8'-e' CLG. L- 5 ----- 16--0' X 1 I'-0' O.P. 3RD. CAR GAR. 8'-8' CLG. 1 COPT. 3rd CAR GARAGE J- 8'-8' SEARING HEIGHT THROUGH OUT ELEVATION 'A' ! '5' V-4' SEARING HEIGHT THROUGH OUT ELEVATION 'C' t 'D' 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 (fc) 2. Precast, prestressed lintel for 8" CMU construction: 6,000 psi (f'c) 3. Grout compressive strength 3,000 psi (Fg) per ASTM C476 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. 5. Steel reinforcement in precast ]Intel: 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. S. Mortar: ASTM 0270. Tvoe 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 ACI 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 lintel 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 L/180 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: 25-151.1 ELEV. 'A' ! 'B' 26-5H ELEV. 'C' t 'D' i r • TRO -CRETE LINTEL SCHEDULE B'-8' BEARING HEIGHT THROUGH OUT ELEVATION 'A' ! '5' V-4' BEARING HEIGHT THROUGH OUT ELEVATION 'C' ! TP Apolied vertical load + Applied horizontal load < 1.0 Safe vertical load Safe horizontal load AL BLE 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 top 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 filled cells, S. 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) I P-8X20-1G/2U Field Placed #5 Bar(s) Reinforcement LL --(U = Uptlft or G = Gravity) Nominal Depth Dimension (inches) P = Poured Grout; E = Precast Only (Empty) For Dcor Headers, depth shall 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. t'E3' ELEV.T E !"D' Gm�ENTS L 1 4'-6' P-8X24-OGAU P-BXl6_0G/IU L 2 4'-6' P-8X24-0GAU P-BXI6-OGAU 1-3 4'-6' P-8X24-0GAU P-8X16-9)3AU L 4 4'-6' P-8X22-R0H_"u P-8X8-06AU L 5 IT -4' P-8X28-IGAU P-8X36-10AU L bA W-4' 10-8X28-IGAU P-8X36_WU L 6 4'•6' P-8X24-OGAU P-8X16-OGAU L i 4'-6' P-8X24-OGAU P-8X16-OGAU L 8 4'-6' P-8X24-OGAU P-8X16-OGAU Ls 4'-6' F'-8X24-0G/IU P-8XI6-0GAU 1-10 V-4' P-8X24-IGAU P-BXI6_WIU L II 10'-6' 10-8X24-IGAU P-9XI6-IG/IU L 12 PRECA P-13X24-IGAU In-8X16-IG/IU L 13 6'-6' P-8X24-IGAU P-8X16-I13/lu L 14 6'-6' P-8X74-IGAU P-8X16-IGAU L 15 T-6' P-8X24-IGAU I P-8X16-IG/11.1 r OPT. 6068 560 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 (fc) 2. Precast, prestressed lintel for 8" CMU construction: 6,000 psi (f'c) 3. Grout compressive strength 3,000 psi (Fg) per ASTM C476 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. 5. Steel reinforcement in precast ]Intel: 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. S. Mortar: ASTM 0270. Tvoe 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 ACI 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 lintel 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 L/180 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: 25-151.1 ELEV. 'A' ! 'B' 26-5H ELEV. 'C' t 'D' i r • TRO -CRETE LINTEL SCHEDULE B'-8' BEARING HEIGHT THROUGH OUT ELEVATION 'A' ! '5' V-4' BEARING HEIGHT THROUGH OUT ELEVATION 'C' ! TP Apolied vertical load + Applied horizontal load < 1.0 Safe vertical load Safe horizontal load AL BLE 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 top 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 filled cells, S. 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) I P-8X20-1G/2U Field Placed #5 Bar(s) Reinforcement LL --(U = Uptlft or G = Gravity) Nominal Depth Dimension (inches) P = Poured Grout; E = Precast Only (Empty) For Dcor Headers, depth shall be designated by a 2" reduction In nominal depth and the letters 'RDH' will be added after the nominal width. Lintel Product Description Nomenclature •! j • Field placed masonry units .q .. Field Uplift Reinforcement ("U") • °A . Field -Poured grout P- -1G P -8X12 -1G P -8X16 -1G P -8X20 -1G P-8X24-ir. 2'-10" (34') PRECAST 1 1\2,887 " V ° Field placed masonry units 1 9,772 Field -Poured grout L Field placed Gravity Reinforcement ("G') 14,910 3'-6" (42") Precast 5eGlon (reinforced e - 0 per typical spedfications) Width SAMPLE=S FRAM ALLQWA[3LC LQAD TABLES: `7 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# 8 INCH LINT L GRAVITY LENGTH TYPE E -8X8 8X8 -0G P -8X12 -OG IP -8X16 -0G IP -8X20 -0G I P -8X24 -OG P- -1G P -8X12 -1G P -8X16 -1G P -8X20 -1G P-8X24-ir. 2'-10" (34') PRECAST 1 1\2,887 3,8 7,319 1 9,772 12,224 14,677 4,219 7,552 1 10,005 12,457 14,910 3'-6" (42") ECAST2, 80 1,947 351 5,792 7,129 8,467 2,175 4 6,983 8,721 10,438 4'-0" (48") PR CAST 1,71 1,136 3,05 3,976 4,895 5,813 1,187 3,259 5,220 7,114 8,515 4'-R' (54") PRE T 1,460 965 2,192 898 3,567 4 7.36 008 2,349 4,X4 I 5,66C 7,188 5-4" (64') PRECA 1,166 2 1,191 2,61N 3,985 5,350 8 1,226 2,749 5 479 5'-10" (70") PRECAST 1,040 733 1,061 2,028 238 E!3353 4448 764 1,092 2,143 4 563 6'-6" (78") PRECAST gO7 692 982 1275 6 056 3 666 720 l 0 1,582 2 676 3 770 11 8 INCH LINTE I UPLIFT I LATERAL 1,989 4,771 P -8X8 -1u P -8X12 U P-8X16-SUP-SX2O-lU P-BX2 lU P -8X28 -1U P-BX32-1 Ul E8X8 P 8X8 ADDED #5's LENGTH TYPE E -8X8 - P -8X8 -2U P -8X12-2 P -8X16 -2U P -8X20 -2U P -8X24 P-BX28-2U P -8X32 -2U 2'-10" (34") PRECAST 31533 4,074 8,203 113 5 14,294 17,253 20 212 23171 3,487 3,487 10,396 4,074 8,203 1,335 14,294 17,253 212 23,171 T-6" (42'7 PRECAST 21571 1,944 4,645 747 10,059 12,141 14)e23 16,305 2,525 2,525 5,451 1,944 4,845 7V17 10 059 12,141 14,2\3 16,305 4' 0" (48") PRECAST 2,138 1,256 3,404 5 8,150_ 9,943 11 64 13,353 2,092 2,092 3,743 1.256 3,404 5.7 8,150 9,943 11,648 13 353 4'-6" (54") PRECAST 1,832 1 079 2,40 414A 6,427 8,426 9,871 1315 1,642 1,642 2,727 1,079 2,410 4,419 6,427 8,42(L 9,8 71 1 15 5'-4" (64") PRECAST 1,481 899 1368 3 009 4 671 6 056 7 109 13 1 4 1,436 1,763 899 1 485 3,009 34 7,996 9,37 5' -FO" {70"} PRECAST 1,330 808 !,232 2,332-1 3,810 4,P89 5,739 6 513 1,2851,285 N/A 1.411 808 i 308 2.332 1 3,610 1 S 87 6,764 3,244 6'-6" (78"} PRECAST I 1,027 ! ' 34 1,115 ' 1,491 i 3,038 3,808 4,4713 5.131 1,127 1,127 1 1,085 734 i,221 1,604 2.038 4,376 5,715 ' 054 0 INN I RECESS LINTEL NGTH I TYPE LATERAL E -8X6 -RDH I P -8X6 -RDH I ADDED #5's T-8" (44") PRECAST 1,989 1,989 4,771 4'4" (48") PRECAST 1,761 1,761 3,743 4'-4" (52") PRECAST 1,581 1,581 3,014 4'-6" (54") PRECAST 1,504 1,504 2,727 5'-8" (68") PRECAST 1,121 1,121 1,516 5'-10" (70") PRECAST 1,081 1,081 1,411 6'-8" (80") PRECAST 920 920 11021 7' 41" (84") PRECAST 868 868 909 7'-6" (90") PRECAST 801 801 773 9'4" (116") PRECAST 598 598 432 8 INCH LINTEL GRAVITY E -8X8 P -8X8 -OG ----------- - P -8X8 -1G P -$X12 -OG ------------- P-8XI2-1G P -8X16 -OG ------------- P-8X16-iG P -8X20 -OG ------------- P -8X20 -1G P -8X24 -OG ------------- P -8X24 -1G P -8X28 -OG ------------- P -8X28 -1G I P -8X32 -OG ------------- P -8X32 -IG P -8X32 -1U I P -8X32 -2U LENGTH TYPE N/A N/A 1 312 N/A N/A I 267 N/A N/A 228 N/A 14'-8" (176") PRESTRESSED N/A ----NLA---- ----NLA .......... NLA____ ..__.NLA__..._.../A_ ---NLA---- N/A PRESTRESSED N/A r_r_____--_-- 248 ._____ 396 399 772 1,327 1992 2,644 3,233 3,478 _ 41351_........5,792____ -�-4,579 PRECAST 226 309 N/A NLA 782 NJA N/A 15'-4" NLA---- PRESTRESSED N/A PRESTRESSED N/A 365 ---- --------N/A 701 ---__ 1,285 -___ ._....-- 1,835 ---- 2,436 --__NLA---- 2,980 - 3,205 17'-4" ( (208") PRESTRESSED N/A ----NLA N/A ---- N/A -----N/A ---------------- N/A ----NLA ---., . ___NLA ---- - N/A ------------ 8 515 9,916 194--- 301"-- 286 562 1,025 1,466 1,951 2,389 2,565 19'-4 (232") PRESTRESSED N/A ----NLA---- -___ N/A - ---" N1A-.........N1A ......... N/A _r.- NLA _-_-NLA---- PRESTRESSED N/A ____165___ 169 ____ 259 231 457 840 1,205 1,606 i 968'-� 2,111 21'-4" (256") PRESTRESSED N/A ----NLA---- ----L48---- - -NEA_--- -----NSA----•----NLA- 663 --NLA---- ----LLA---- PRESTRESSED N/A ------------- 142 ---_ 232 189 378 701 1,009 1,348 1,653 1,771 22'-0" I (264") PRESTRESSED N/A ____ N/A N/A N/A N/A .N/A -__ N/A N/A__ 692 -------------- 982 -------------- 140 225 168 339 632 912 1219 1,498 1603 24'-0" i (288") PRESTRESSED N/A ____NLA__._ __--LLA _--t N/A ___ --_--NLA--- -------- -- ---N/A - NLA._rr ---- 1 068 -----L__-___-- 1,694 -L________ ---_1__,7_-8_0_ 128 203 119 246 468 680 914 1,124 1,200 LATERAL UPLIFT 8 INCH LINTEL E -8X8 P -8X8 -1U [78)(R-21JI I P -8X12 -1U P -8X12 -2U P -8X16 -1U P -8X16 -2U P -8X20 -1U I P -8X20 -2U P -8X24 -1U I P -8X24 -2U P -8X28 -1U I P -8X28 -2U P -8X32 -1U I P -8X32 -2U LENGTH TYPE 365 N/A N/A 1 312 N/A N/A I 267 N/A N/A 228 N/A ,N/A 219 242 332 524 682 848 988 14'-8" (176") PRESTRESSED N/A r_r_____--_-- 248 ._____ 396 -r-_ 672 -_-_______----._________--__ 977 1,356. ___r_ ---_____1L142 1,654 ___ 1,893 2 080 ..._11947 ___ _ 41351_........5,792____ -�-4,579 PRECAST 226 309 502 641 782 919 1,066 15'-4" (184") PRESTRESSED N/A _._r____.r_ __ Z31 ___ -_rrr__-__r--_ 370 616 .--_-r_rr_-_------_____._rr.• 912 1,243 ._______r____ 1587 ___irrrrrrrrr 1,812 17'4" (208") PRESTRESSED N/A191 ___ 6L731 ........ --- 261 424 _ - --509 _ 548 ^ ^757 _ 652 773 _ --1,294 868 5,220 7,114 8 515 9,916 194--- 301"-- PRECAST- 1,460 1,024 2,197_ ---------- Y 464--- 3,567 ------E,60 --- _ 4L236^._. ---- ___ 41905____ •___ ---- - -------- 1 008 231"-__ 354 458 576 655 762 19'-4" (232") PRESTRESSED N/A ____165___ 169 ____ 259 435 632 851 1109 1 Z37 6,646__-_ 7- (70") PRECAST 141 i 97M__ 312 2 749 501 5.. 663 21'-4" (256") PRESTRESSED N/A ------------- 142 ---_ 232 _ ------------ 382 ... -------------.._..---------- 552 732 ------------- 924 ---- - --rr 1,052 22'-0" (264") PRESTRESSED N/A _.__X38____ 194 __r__________ 301 _____________ 384 ___rr--------------r___r_--- 473 562 •------------- 632 ------.______ • 907 692 -------------- 982 -------------- 140 225 356 513 691 875 1,004 24'-0" (288") PRESTRESSED N/A ----125---- _____181____ 25G ------------- 344 ---rrr_r__.r-- 431 ------------- 501 ------------- 572 ------------- 582 -------------- 824 -------------- 1 068 -----L__-___-- 1,694 -L________ ---_1__,7_-8_0_ 128 203 321 472 608 762 884 LATERAL E -8X8 F -8X8 P -8X8 ADDED #5'S P -8X20 -OG P -8X20 -1G P -8X24 -OG P -8X24 -1G P -8X28 -OG I P -8X28 -IG iN/A 382 N/A ;N/A 365 N/A N/A 1 312 N/A N/A I 267 N/A N/A 228 N/A ,N/A 219 N/A N/A 198 N/A IF DRISCOLL ENGINEERING, INC Post Office Box 357577 Gainesville, Florida 32635-7577 Phone: (352) 331-1513 Fax: (352) 333-6996 EB#8690 8 INCH LINTEL. GRAVITY S INCH RECESS LINTEL UPLIFT P -8X6 -RDH -1U- P-8X1D-RDH-1U----P-8X14-RDH-1U P -8X18 -RDH -1U P -8X22 -RDH -IU P -8X26 -RDH -IU P -8X30 -RDH -1U -----------------•------------- ----------------------------------------------------•----------------- ----------------- LENGTH TYPE E -8)(6 -PDH P -8X6 -RDH -2U P -8X10 -RDH -2U P -8X14 -RDH -2U P -8X18 -RDH -2U P -8X22 -RDH -2U P -8X26 -RDH -21-11 P -8X30 -RDH -2U 3'-8" E -8X8 __P.8X8.OG P -8X8 -1G P -8X12 -OG P -8 X12 -1G P -8X16 -OG P -8X16 -1G P -8X20 -OG P -8X20 -1G P -8X24 -OG P -8X24 -1G P -8X28 -OG I P -8X28 -IG P -8X32 -OG I P -8X32 -1G [-1LENGTH TYPE P -8X32 -1U_ P -8X32 -2U I P -8X10 -RDH -1G ' P -8X18 -RDH -1G 4,297 665- 8,365 101354 3'-8" 2'-10" (34") PRECAST 2,887 r_. 31893 ___ ___ 71319-__ ^ ____9772-....... 121224___ ___14cb77___ ___17130___ -____-9,107 - _- ____ 12,240 (34") 4,219 7 552 10,005 12 457 14,910 17,363 19,815 9 8153'-6" 31-611 1 42" ( ) PRECAST 2 080 ..._11947 ___ _ 41351_........5,792____ -�-4,579 PRECAST •_ 7,129 __.___ - 81467_ ........ 9L805____.___11,142 ___ , 7,503 ----8014---- ' 2,175 6,983 8,721 10 438 _121155 13,873 4'-0" ` (48") PRECAST 1,717 •-- 11136 -•- ___ 31058 __...__.31976 ___ -__ 4 895____ _-_ 51813____ ___ 6L731 ........ 71649____ ____1x785____ ____3,431 ___ __ _5 198 ------------ - 1,187 3,259 5,220 7,114 8 515 9,916 11,317 i 4'-6" ; (54") PRECAST- 1,460 ----- L_S --------- 2,197_ ---------- 21898 ___ ---- 3,567 ------E,60 --- _ 4L236^._. ---- ___ 41905____ •___ ---- - -------- 1 008 599_---__- --- -599 1,038 �'--1,273 ^��'-�� ,008 2,349 4 004 5,660 7,188 8,371 9,553 _ `. 5'-4" . ; (64") PRECAST 1,166 822 11191.. 2L619 ___ 3,985 5,350 6,646__-_ 7- (70") PRECAST 941 857 1 226 2 749 4,114 5 479 6 844 7,877 5'-10" (70") PRECAST 1,040 733 ____ ---------- ,___ 1,061__ - -- 2,028 -------------- 3,238 --------------._..----------- 4,448 -----L- - ^L- - i 6'-8" 80" 764 1,092 2,143 3,353 4,563 5,772 6,982 6' -6" I (78") PRECAST 907 692 -------------- 982 -------------- 1275 -----L-------- 2,572 •-----L-------- 3,666 -----L---- --- 4L759.--. •-----L759.- 5 853 ^-- 5,85 3,506 4,801 5,820 720 1 010 1,582 2,676 3,770 4,863 5,957 _ 7'-6" ! (90") PRECAST 760 582 -------------- 824 -------------- 1 068 -----L__-___-- 1,694 -L________ ---_1__,7_-8_0_ 2,602 ._--- 3,509 •-----1____.-__c 4,417 ___- -- 1,217 1,563 3,110 605 847 1 092 1 780 2__,6__8_&__-__ 3 595 4 503 81-611 (102") PRECAST 702 502 -------------- 711 -------------- 920 -------------- 1 131 -----L-------- ._.. 1L846____.__.2,621__-_ 455 ------------------- ___-L397____ 457 951 1,130 522 730 940 1 151 1,920 2,695 3,471 I 9'-4" (112") PRECAST 582 451 '-'-'46€3 .... •.._. 637 __ - ____ 825___ -- 11013____ ----1031 ___ 11203____ ___ 2,057____ ___ 2,749____ 338 ------------------- 629 ---------------r.__ ._r_ ___ 719___ _ _ _ _____ 900_ .._._.. 655- 843 21259 ______ 1,221 2,123 2,814 = 10'-6" (126") PRECAST 506 394 -----_________ 557 ._ _ _ _____ 721 .-------------- 885 .____-----___----------------- 1,049 ____1_,215 ___ 2,046_ __ __------------ 545 913• 410 573 573 736 900 1,065 1 503 2,103 11'-4" (136") PRECAST 461 411 -------------- 563 ------ ------- 714 -------------- 867 --------------.-.---1----.-.-.-----L-------- 1 020 • 1 174 1 719 -----L------- ____ ____ __ ___2,370 -- 667 426 S77 729 881 1034 1188 1,773 ' 12'-0" ; (144") PRECAST 431 411563 -- '42fi -- __ -577 _ _ - 714 ...........881..............1. 867 __ _881--. 1 020 - -1L034 _ 1_174 '1 _ 1719 126" PRECAST 230 440 672 729 _ 11135_-_ ___IL3b4__ 188 1,773 - 13'-4" (160") PRECAST 340 386 ----------------------------- 527 670 ---------- --- 812955 ------------- •-------------- 1 099 •-----L-------- 1 244 -----L-------- i,198 1,429, 1,661 399 1 541 683 826 969 1,113 1 1,258 14'-0" (168") PRECAST 285 343 469 595 722 •_-___849_____ ____ 976__,___ 11104____ 303 355 481 607 734 861 988 1 116 19'-8" 176" ( ) PRECAST2 39 325 325 -.-•__-.--.....-_.._r...._.__ 444 564 .............. 684 ............................. 804 924 1L045____ 527 717 906 337 456 575 695 815 935 1,056 _ _ 15'-4" (184") PRECAST 202309 _ -�--320 __- 422_ - - -- - 536 - ------ 649 -- 763 _-- -774 - �- 877 - 992 -- 13'-" 433 547 660 360 888--�-- 1,003 S INCH RECESS LINTEL UPLIFT P -8X6 -RDH -1U- P-8X1D-RDH-1U----P-8X14-RDH-1U P -8X18 -RDH -1U P -8X22 -RDH -IU P -8X26 -RDH -IU P -8X30 -RDH -1U -----------------•------------- ----------------------------------------------------•----------------- ----------------- LENGTH TYPE E -8)(6 -PDH P -8X6 -RDH -2U P -8X10 -RDH -2U P -8X14 -RDH -2U P -8X18 -RDH -2U P -8X22 -RDH -2U P -8X26 -RDH -21-11 P -8X30 -RDH -2U 3'-8" (44") PRECAST 2 027 988 -------988 -�- ____31045_____ 5,6b5 -- -----5 - 81365_-_-_ -- ____ 10 354 - 12,292 --- -12,292--- 1-C--- - -13,954--- P -8X32 -1U_ P -8X32 -2U I P -8X10 -RDH -1G ' P -8X18 -RDH -1G 4,297 665- 8,365 101354 3'-8" j (44") _ 4'-0" (48") PRECAST 1,799 881 2 411 __ 41607 61980_____ -____-9,107 - 101812 ____ ____ 12,240 (34") PRECAST 967 4,078 •881 3,403 4,607 6 980 9,107 10,812 12,240 _ _ 4'-4" (52") PRECAST 1,619 796 ----- -796 ____ - 1 962 ----2,704"_" 3 780 _.__3'780- -- 5 727 ...... _5,897 --- 7,503 ----8014---- 9,2 -----9`654"--- 10,777 - - "10,899--- 854 3 259 4239. 6 200 7 815 9,216 10 616 4' • 11 ! (52") 4'-6" 54" ( ) PRECAST 1542 .___ 760_____ ____1x785____ ____3,431 ___ __ _5 198 ------------ - 6,808 __ ............ ___ 8 418_____ _ 9L7S1_____ 1,944 764 ' 760 2,409 31431 5,440 7,448 91165 10,332 -- 68" ( ) PRECAST 1 008 599_---__- --- -599 1,038 �'--1,273 ^��'-�� 1,507_____ _ _ _2,965_____ - _____3,876 ^^^ --�-- 4,786 -�- 5,419 " ��- PRECAST 908 _______ 582_______ 1,134 1,700 24958______ 1,507 3,324 4,858 6,392 7,649 5'-1.D" (70") PRECAST 941 580 ��- -580-w '�� 974 �� -- __ 11458_____ ____ 2,773_____ _____3,623 - 4 473 --��- 6 -- 5,045 ��- PRECAST 875 562 ------------------- ____ 1:092 -----_._... __ 1-538---_ ---- -- 1,231 1 458 3 088 4 565-- 042---- 7,242 6'-8" 80" PRECAST 214 517 733 11284_____ ____r 219K____ _____21679 _____ 31304_____ ----- 31651_____ PRECAST 740 524 ________---------------_.,______ 978 1 517 1,083 T,284 2,210 3,506 4,801 5,820 7' -0" (84") PRECAST 195 491 664 11217_____ ______11563_----------- Mga 2,969 __-_ 3,252 PRECAST 1 494 _921______ 491 1,026 1,217 1,563 3,110 4,328 5,268 71••6" (90") PRECAST 171 457 1,691 Wig 30_____ _____ 1,452_ ____21079 ............ 2,561 ----------- 21765 ------ PRECAST 639 455 ------------------- 847 -r_r__r___r____r_r_ 457 951 1,130 1 452 2,600 3 717 4,557 - 9'-8" I (11611) PRECAST113 847 358 --- -58 3 --- 370 -----594_..___ 810 __- 872 969 _1,122 __ 1254 -__-- ___1,371 1,,538 11619 _ IL545_____ --- 2,_495 8 INC 11 LINTEL GRAVITY _ 8 LINTEL E-8X6-RDH 1P_SX&RCj±@ -------------- P-8X10-RDH-OG ------------------- P -8X14 -RDH -OG ------------------- P -8X18 -RDH -OG ------------------- P -8X22 -RDH -OG ------------------- P -8X26 -RDH -OG ------------------- P -8X30 -RDH -OG ------------------- P -8X24 -IU P -8X24 -2U L L..ENGTH TYPE P -8X32 -1U_ P -8X32 -2U P -8X6 -RDH -1G P -8X10 -RDH -1G P -8X14 -RDH -1G P -8X18 -RDH -1G P -8X22 -RDH -1G P -8X26 -RDH -IG P -8X30 -RDH -1G 3'-8" j (44") PRECAST 1,636 967 _ ______3L898___... _4-483 ____5,654______ _____6,824 7,995 91166 ------- 2'-10" (34") PRECAST 967 4,078 5,195 7,313 8,910 10,507 12,104 4' 0" (48") PRECAST 1,445 854 -------- ----------- 3{058______ -------- ______ 31517 _____ -_ 4,435 ..- ----- ------ _ _ 5,354 _ ---- ----- 6,272 ______ -__--_71190 _____. I 854 3 259 4239. 6 200 7 815 9,216 10 616 4' • 11 ! (52") PRECAST 1,294 764 21463 _2,8331. 3,572 4,312 5,051 5,791 1,944 764 2,619 3,492 5,238 6,959 8,206 9,453 4'••6" - -a- I (54") PRECAST 1,229 726 rr----------------- 726 ------21228------ 2,349 ----__2L563_____- 3,177 -_-__-3232------ 4,832 ------3,901. --------- 6,488 - -----41571___.- 7 780 __..._5,240._..._. 8 962 5'-8" € (68") PRECAST 908 _______ 582_______ 1,134 1,700 24958______ ______41215 ____._ .______51322 •______61107 __._r_ 5 777 8,150 9,943 11,648 582 1 134 1 700 2 958 4,215 5,473 6,730 51-10" 70" ( ) PRECAST 875 562 ------------------- ____ 1:092 -----_._... __ 1-538---_ ---- -- 2,748 ---------------____ ____ __31958 ______ ,______41955 ______ ----------86 ______ 562 1,092 1 1,538 2f748 3-19,58 5 168 6,3 7 _ ' 6'-8" (80") PRECAST 740 524 ________---------------_.,______ 978 1 120 ____..-__�_.._..______ 1 973 ----_-- �_rr_rr_r._ 3 031 ,-----_-� _-__-__r__ 4 088 .rr_r__rl___-r------ 5 146 •----r__1____rrr___r __ 61056 __ 6,334 ___7,109 __ 7,996 ___81161 __ 9,379 _ 1436 524 978 1,120 1,973 3,031 4 088 5,146 71-011 84" PRECAST 696 494 _921______ 1054 1,6 91-_____ •-_____2,683 _____ 31675______•______41 667 ______ PRECAST 1,027 ___ 734____ __ 1,115_ 494 921 1 054 1,691 2,683 3,675 4,667 7'••G' 40 PRECAST 639 455 ------------------- 847 -r_r__r___r____r_r_ 969 _r____rr_r__rr__r__.___________________.....-__J 1 215 2 234 .__-_._.r_..__......._..______.___-______.r._r.r.r 3,142 4,049 7,054 _ 455 847 969 1,215 2,234 3,142 4,049 9'-8" ('116") PRECAST 336 338 ------------------- 629 ---------------r.__ ._r_ ___ 719___ _ _ _ _____ 900_ .._._.. _-___ 11081 ______ 11596 ............. ------- 21259 ______ ------------ 5-- 833 ------------ 1,118 --- ,118........L------- 1401 338 629 719 900 1,081 1,596 2,259 8 LINTEL UPLIFT LATERAL E -8X8 P -8X8 -1U P-8X8.2U P -8X1.2 -1U P=8X12 2U P -8X16 -1U P -8X16 -2U P -8X20 -IU P-8X20:2U P -8X24 -IU P -8X24 -2U P -8X28 -1U P -8X28 -2U P -8X32 -1U_ P -8X32 -2U E -8X8 P -8X8 ADDED #5's •INCH LENGTH TYPE 2'-10" (34") PRECAST 3,533 _.4-074-__ 4,074 _ 8,203 8,203 ---L 3 __ 11,335 __141294__ 14,294 _-171253 17r253_ 20,212 20,212 23,171 _ 23,171 3,487 3,487 10,396 _ 1 31-61 „ (42) PRECAST 2.571 __ 11944_-_ _.4-845___ __ 71747__- __101059__ __ 121141__ __ 141223__ __ 161305 _ _ 2,525 2,525 5,451 1,944 4,845 7,747 10,059 12,141 14,223 16,305 4'-D" (48") PRECAST 2,138 __ 1,256 ---•------------•---- 3,404 51777_-_ _-_8,150 __ - _ 91943 _- --- __ 111648__ - - __ 13,353 _ 2,092 2,092 3,743 1,256 3,404 5 777 8,150 9,943 11,648 13 353 4' 6" (54"} PRECAST 1,832 -11-979___ •__ 21410___.__ 41419___ __ 6,427___ __ 81426 -- __-91871 __ __ 111315 _ 1,642 1,642 2,727 1,079 2,410 4,419 6,427 8,426 9 871 11,315 5'-4" (64") PRECAST 14$1 899 -------------- 899 _ 1,368___ 1,455 __ 3,009"__ 3 009 "_"41671___ 4 671 __ 61056 __ 6,334 ___7,109 __ 7,996 ___81161 __ 9,379 _ 1436 1436 1763 ' _ 5'-10" (70") PRECAST 1,330 808 ------------ 808 1 232 ----L------- 1 308 - _ 21332___ 2,332 _ 31810 __ --- 3,810 __ 41889 __ - 5,287 __-51739 __ - 6,764 ___61589 _ 8,242 1,285 1,285 1,411 6'-6" (78") PRECAST 1,027 ___ 734____ __ 1,115_ -- 1L491___ __ I - __ __ 3,808 __ _ 4,470 - --5,715 - -__51131 _ 1,127 1,127 1,085 734 1 221 1,604 3 038 4 376 7,054 _ 7'--6" (90") PRECAST 634 ___ 624_ 624 951 1 042 1,275. 1 367 _ 21025 2 025 21774 -- 3,142 31255 ...... 4,259 31736 __ 5 376 951 951 773 8 -6 „ (• „) 102 PRECAST 427 ------------ 5-- 833 ------------ 1,118 --- ,118........L------- 1401 2 129 ---2,12 --- 2 498 ---2 4 ............ 2 867 - 623 823 579 545 913• 1,197 1,483 2,266 3,225 4,184 (1'12") PRECAST 323 495 --- ------ 756 ------------ - _ 11016___ __ 1,274 __ --_11531 __ ____ ____ __ ___2,370 -- 667 667 468 495 829 1088 r 1,347 1,607 2,568 3,427 10'•-6" 126" PRECAST 230 440 672 __ 904 _ 11135_-_ ___IL3b4__ ___11593_..... 11884__ 512 512 359 440 738 968 i,198 1,429, 1,661 2 606 - --� 11-4 „ „ (136) PRECAST 376 421 ----________.__.___r_._r_ 584 794 ------------ 1 004 ----1------- 1 214 ----1------- 1 424 ----1------- 1 633 ----1------- 595 595 303 421 747 962 1,179 1,396 1,614 2,221 12'-0" (144") PRECAST 318 503 527 717 906 11095 1, 284 __ ___ 11473 __ _ 510 512 267 503 707 911 1,116 1321 1527 1,734 13'-" (160") PRECAST 238 360 440 ___598 755 912 ___11070__ ___11227__ _ 361 361 212 360 640 825 1,011 1,197 1,383 1,570 --344 (168") PRECAST 210 ----------------_--------------------- 406 551 697 ------------ 842 --•••--------- 987 ------------ 1132__ __.-1 - 309 .309 191 344 612 789 967 1144 1,323 1501 ^� 14'••8" (176") PRECAST 187 329 ------------ 378 --rrrr_..r__----------r 587 512 757 ---- - 927 _-__781"-__ 1097 ____915_-_ 1268 ___11050 1440 265 265 173 15'-� " 184" PRECAST 168 316 316 353 564 478 --__ 727 ___ 603 891 729 1 055 854 1, 219 979 __ 1384 230 229 157 -_-- A R C H I T E C TS Desi n Grounc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroulY.com AA #: 0003325 SVHDIV. & LOT: TUSCA SOUTH LOT#26 PROJECT# 1703.00 MODEL.- GARAGE ODEL:GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (PRO -CRETE) ARCHITECT. STATE OF FLORIDA DEC 2 LL DAT]t: 12/22/09 SCALE: 1/4"=1'-0" SHEET 113.2OP' 6 O O 25 -SH 25 -SH EGRESS EGRESS 25 -SH \ ELEV. "A' E '$' 26 -SH ELEV. "C' 4 'D" WIND LOAA Agg �11 VE01 mmo l � nOPT. 3rd CAR GARAGE COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SOUARE FOOTAGE WINDOW SIZE AND TYPE ZONE 110 MPH WIND REMAPoCS 120 MPH WIND 1 11 25 -SH 5 21.1/ -28.0 25.0/ -33.1 lA 19 26 -SH 5 20.13/ -21.0 24.8/ -32.6 2 11 25 -SH 5 21.1/ -28.0 25.0/ -33.1 2A 19 26 -SH 5 20.13/ -21.0 24.8/ -32.6 3 11 25 -SH 5 18.3/ -22.4 21.8/ -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/ -213 5 112 16'-0 X 1'-0 GARAGE DR. 5 21.1 / -22.9 25.1/ -21.3 5A 56 8'-0" X 1'-0' GARAGE DR. 5 19.4/ -24.4 23.1/ -29.0 6 11 25-6H 4 21.1/ -22.9 25.1/ -213 1 11 25-614 4 21.1/ -22.9 25.1/ -213 8 11 25-6H 4 21.1 / -22.9 25.1/ -21.3 9 11 25 -SH 5 21.1 / -22.9 25.1/ -213 10 40 OPTIONAL 6068 S.G.D. 5 19.9/ -25.5 23.1/ -30.3 11 40 X 6'-8" S. G. D. 5 19.9/ -25B 23.-[/-303 12 24 35 -SH 5 20.6/ -22.4 24.5/ -26.1 13 24 35 -SH 4 20.6/ -22.4 24.5/ -26.1 WHEN CALCULATING WIND PRE55URES ON A GARAGE DOOR, FLORIDA BUILDING CODE, 2004 ALLOWS THE PRESSURES TO BE AVERAGED WHEN THE OPENING IS PARTIALLY LOCATED IN BOTH 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 HE IGPT = LESS THAN 30 FT. FOR AN ENCLOSED BUILDING 2 -4' 11'-4' 21-4p ZONE 5 p = +21.8 / -26.55 ZONE 4 p In +21.8/ -24.0 PERCENTAGE OF AREA WITHIN ZONE 4: A4 = 11.33 = 16 = 0.71 fC PERCENTAGE OF AREA WITHIN ZONE 5: A5=4.66= 16=0.29fO AVERAGE POSITIVE PRESSURE ON GARAGE DOOR: p = 21.8 (0.9) + 21.8 (0.10) = 19.62 + 2.18 = 21.8 psf AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR: p = -24.0 (0.71) + - 26.5.5(0.29) -17.05 + (-7.7) _ -24.75 psf. AVERAGE GARAGE DOOR PRESSURE: p=21.8/-24.8 A R C H I T E C T S Design Grou�rnc. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. 8c LOT: TUS C A SOUTH LOT#26 PROJECT# 1703.00 MODEL: "1755" GARAGE S WING: RIGHT PAGE: WIND LO AD CALCULATIONS ARCHITECT: STATE OF FLORIDA DM- 2 3 ?609 /will • #Mwoj t DATE: 12/22/09 SCALE: 1/4"=1'-0" :SHEET 1 C OF x'-411 30'-8" tl 1'-4'81-0' 1�1- {II 3'_011 101-4' 121-011 1 II_211 25 -SH 25 -SH EGRESS EGRESS --------- — - 3 -SH 00 /T1 I �z- LAV. OPT. X BF. LAV. LANAI % 8'_gll ` _3 A m -S" GLC. z N OWNERS- 0 I e SUITE J 0. BATH 0 8'-8' GLC. 0 8'-8" CLG. 8 fY (CARPET) (TILE) 9 X O 6068 S.G.D. — - --- ---_ a % W.I.C. I= ACTIVE -' 8'-8' CLG. D s (CARPET) I 4 ( 'L` 10'-6" 5'-5"_ 1 -1 3,_4,1 g,_8, I fY I 4 N (--'-�----------� 1 TUB W/ U 1R-1SH BATH----,sHOWER I e b - I N Ln m 12 EI -r!,. `1 Ix 110" �fA 201-6" (TILE) cn 1" 1'-8' 11'-2" 101 A 1 7 � � BDRM. 3 GREAT 8'-8' CLG. 8 ROOM o a �}' 8 til ' (CARPET) - _ Cf)�� ,gyp (CARPET) �p 8 � - o m ' 3'-4M cv 3'-8" 3'-2" dl 9'-6" N N 1R_ ISH 4-0 BF. DINING ROOM 8'-8' CLG. (CARPET) f-+ — — — — — 3'-81151_811 31_011 �I_/ II 1 --, -10", o�I LAUN. BDRM. 2 --- --- L --J 8'-8' CLG. i__ i 8'-S' CLG. (CARPET) ` (TILE) 0 0 l I FOYER �' I o I 8 I A L --J CLG. MT 2-0 (TILE) 20 MIN. 5 2 I I �Cq4vv�," CIKITCHEN \_2" STEEL O 8-8 CLG. - PIPE (TfLE) �p .I 5 -0 BOLLARD _ _ _ I I owl r 2ATT c I I I L—� Ln 40'X16 SS "X10" L ACCEJ TRANS. ABV II' -411 2'_011 - (ELEV. C) 40'x16^ NOOK ENTRY TRANS. ABV 8'-&" ICE G. 8'-8" CLG (ELEV. D) 2—CAR GAR. I �ELEV. 'A'ry�,�i�` 26 B' H ELEV. 16'-0' X -11-011 O.H. ` - - - - - - - - - - - - - -- - - - - - - 6-011 3'-8" I -0" 161-0" 131-411 6'-8" I 20'-0" 401-011-011 FL00JR PLAN 8'-8' BEARING HEIGHT THROUGH OUT ELEVATION "A' E 'B" V-4" BEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" m HB A N -11 MODEL SPECIFICATIONS * GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNFINISHED * WINDOW SILLS TO BE OPTIONAL * MASTER AND SECONDARY BATH TO RECEIVE 36' MIRROR * VANITY MIRRORS TO BE RAISED OFF BACKSPLASH * ALL DOORS ARE ro'-8" HIGH UNLESS NOTED OTHERWISE. * ALL TUB FIXTURES TO BE WALL MOUNTED 3-1/2" 2" ELEC. OUTLET I=ER ELEC. CODE DBL. PLATE u U (i)RAR DETAIL SQ.FT. CALC.'S LIVING 1153 SQ. FT. GARAGE 404 SQ. FT. ENTRY 35 SQ. FT. LANAI 93 SQ. FT. TOTAL 2285 SQ. FT. OPT. GARAGE 213 SQ. FT. 3'_0^ 31_211 (g�ARCH DETAIL2ARCH DETAIL im KITCHEN 6 DINING ROOM V / A \ \ / \ e e 24' DW. 3'-4" ARCH DETAIL KITCHEN 4 OWNER'S SUITE SCALE: 1/4" = 1'-0 C _ KITCHEN BATE-][ #2 OWNER'S BATH g8VATLE: WNIER'S BATHALE: 1/4' = 1'-0" SCALE: 1/4' = 1'-0" 1/4" = 1'-0' .— -r.T — — -- -- — --- - - — BDRM. 2 �� I rycoCARPET;) o I I L lo t-011 LAUN. �COND -0 I II r — — V-5" CLG. pp I N i -M T_ 20 MIN. G \_2" STEEL PIPE BOLLARD ATTIC I — L ACCESS J _ OPTIONAL 3RD. CAR GAR. 0 V-8' N 2—CAR GAR. cN 81_01 X 11-01 O_H_ — HB I 16_ X 71_0_0.H — — — — -- ------------- 1 A 2'-0" 161-0" 2'-011 8 -/f II 20'-0" ll C1J0'KJ0" 30'-0" (9®PT. 3rd CA -11Z, GARAGE 8'-8' BEARING HEIGHT THROUGHOUT ELEVATION 'A' 4 "B" V-4' BEARING HEIGHT THROUGH OUT ELEVATION "C' 4 'D" I A R C H I T E C T 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 00 BiTHDIV. & LOT: TUSCA SOUTH LOT#26 PROJECT# 1703.00 MODEL: "1755" GARAGE SWING: RIGHT PAGE: FLOOR PLAN ARCHITECT: STATE OF FLORIDA I D�C23 qyil V I '' : E \ I•'I- DATE: 12/22/09 SCALE: 1/411=19-011 SHEET 2 OF kD BATE-][ #2 OWNER'S BATH g8VATLE: WNIER'S BATHALE: 1/4' = 1'-0" SCALE: 1/4' = 1'-0" 1/4" = 1'-0' .— -r.T — — -- -- — --- - - — BDRM. 2 �� I rycoCARPET;) o I I L lo t-011 LAUN. �COND -0 I II r — — V-5" CLG. pp I N i -M T_ 20 MIN. G \_2" STEEL PIPE BOLLARD ATTIC I — L ACCESS J _ OPTIONAL 3RD. CAR GAR. 0 V-8' N 2—CAR GAR. cN 81_01 X 11-01 O_H_ — HB I 16_ X 71_0_0.H — — — — -- ------------- 1 A 2'-0" 161-0" 2'-011 8 -/f II 20'-0" ll C1J0'KJ0" 30'-0" (9®PT. 3rd CA -11Z, GARAGE 8'-8' BEARING HEIGHT THROUGHOUT ELEVATION 'A' 4 "B" V-4' BEARING HEIGHT THROUGH OUT ELEVATION "C' 4 'D" I A R C H I T E C T 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 00 BiTHDIV. & LOT: TUSCA SOUTH LOT#26 PROJECT# 1703.00 MODEL: "1755" GARAGE SWING: RIGHT PAGE: FLOOR PLAN ARCHITECT: STATE OF FLORIDA I D�C23 qyil V I '' : E \ I•'I- DATE: 12/22/09 SCALE: 1/411=19-011 SHEET 2 OF kD 6' SCORED BAND (TYF.) J19111011.� [-An m' -m' FIN _ -SCORED SAND TYF. _ k 11'-&' BRC-. HpT, 6 ENTRY SCORED BAND TYF. BAND TYF. I n FRdNT ELEVAT10"'NTEXTURED FINISP �— s� 1 0 u READ ELE'VAT10"' N TEXTURED FINISH Md i i 3rd CAR GARAGE OPT. REAR ELEVATION SCORED BAND TYF. (1)3rd CAR GARAGE OPT. Fay, ELEVATION A R C H ITEC T S Z/ .01.f Design I (/G r o u V-inc. 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#26 PROJECT# 1703.00 MODEL: "1"755" GARAGE SM7NG: RIGHT PAGE: ELEVATION A)I FRONT & DEAR ARCHITECT: STATE OF FLORIDA DM 2 JAME CANTWELL A NO 12079 DA �: 12/22/09 SCALE: 1/4"=1'-0" SHEET 3 A Op l `n3rd CAR GARAGE OPT. J i;P,IC%HT i=LEVATION a' -a- BRIs. H IV I1-01 II II OPT. II II II (0068 II II II II II II II II II II II II II �'-FIN, FLR,_-- L--Jl 12 l LEFT TEXTURED FINISH --T RIG"HT TEXTURED FINISH ELE VAT IU'-"" N i Ll I -AN i0 -t3N 0'-0' FIN. F A R C H ►TEC T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 sxmDIV. & LOT TUSCA SOUTH LOT#26 PRO JEC T# 1703.00 MODEL: "1755" GARAGE SWING: RIGHT PAGE: ELEVATIOJ� ), A„ LEFT & RIGHT ARCHITECT: STATE OF FLORIDA bM 2 3009 JAME 1 CANTUIIELL A O 12079 DATE: 12/22/09 SCALE: 1/4"=1'-0" SHEET A� A 03F HEADER SPAN CHART UP TO CONNECTOR SCHEDULE SINGLE SIMPSON DES. UPLIFT GRAVITY FASTNER }- META -16 1450 (1) 10d x 1 1/2 1 -PLY/ (6) 16d 2 -PLY Z Z (2) META -16 1985 (10) 10d x 1 1/2 1 -PLY 0 1900 (14) 16d 2 -PLY N Q HETA-16 1810 (9) 10d x 1 1/1 1 -PLY/ (8) lbd 2 -PLY DBL2x6 DBL 2 D5L 2 DBL 2 HETA-20 1810 (9) 10d x 1 1/2 1 -PLY/ (8) 16d 2 -PLY AT EACH END OF HEADER (2) HETA-20 2035 2500 (10) 10d x 1 1/2 1 -PLY (12) 16d 2 -PLY 3 MGT + 3965 (1) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MN. 12' EMBED), (22) 10d TO WOOD HGT-2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD HGT-3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD LTAI 1420 (12) 10d x 1-1/2' VGT 4940 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) BPS 1/4' X 3' TO WOOD (2) VGT (2-I'LY/3411.Y) 1185/8890 (2) 5/8' A.T.R. M HIGH STRENGTH EPDXY (MIN. 12' I=MBED), (32) SDS I/4' X 3' TO WOOD M78-12 1000 (14) 10d x 1 1/1 HTS -16 1150 (16) 10d x 1 1/2 HTS -20 1450 (24) 10d x 1 1/2 LSTA-12 ++ 925 (10) Imd LSTA-18 ++ 1235 (14) 10d V) META -18 ++ 1315 04) 10d Q MSTA-24 ++ 1640 1 (18) 10d W MSTA-36 ++ 2050 (26) 10d N V) MSTI-36 3800 (36) 10d x 1 1/2 M8TI-48 5065 (48) l0d x 1 1/2 H6 950 (8) 8d TO PLATES, (8) 8d TO STUDS SP4 885 (6) 10d x 1 1/1' TO STUDS A33 Z50 (4) 10d TO IBEAM (4) 10d TO POST. HCP2 645 (6) 10d x 1-1/2' H10 995 (I6) 8d x 1-1/2 ABU 44 2200 6665 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (12) 16d TO WOOD N ABU 66 2300 1 12000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (12rbd TO WOOD TTI9 +++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1- EMBED.) IN CONG (8A0d TO WOOD = TT2015 +++ 1625 (1) 1/2' A.T.R. M HIGHS NCsTH EPDXY fM N.1' EM13ED.) IN CONC (2) T TO WOOD U Z HTT-16 +++ 3955 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (ISrbd X 2 1/2 TO WOOD Q HTT-22 +++ 4165 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONC, (32)16d t0 WOOD WHDOII-805 2.5+ 11,445 (SIGREA.T..R. IN HIGH STRENGE TH PDXY, (MIN. 10' E=MBED.) IN CONCa H, (241SD8 ' x ' WOOD WS 1 6400 (1) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' 1-D.) IN CONC (3)%' STUD BOLTS TO WOOD MBNA 3156/11.25 3415 5330 (I) 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6:15' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 615' EMBEDMENT) M C.M.U. FACE, (18)I0d TO BEAM 0 cr L"J HUSC412 (WOOD) 3240 2510 (FLOG (10) Ibd TO HEADER, (10) I6d TO WOOD 3140 (ROOF) 0 14UC410 (CMU) 1810 5085 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD Z Q 2 HIGH STRENGTH EPDXY ■ SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR t0 SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT 16 GREATER THAN 1' DEEP, THE VERTICAL CELL IN CML. WALL MUST BE FILLED SOLID wl GROUT. .+ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS M CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. V) W +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 'I' 0 AT.fL - 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 18 USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL $ASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2005', 'HIGH WIND -RESISTANT CONSTRUCTION G-HW05-R', T-ANCHORSPEC01, AND ANCHORING 4 FASTENING SYSTEMS POR CONCRETE d MASONRY CATALOG C-2009. HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN Cft.) UP TO 5'-0" TO SINGLE STORY APPLICATION SIZE 4'-11 1/2' CLEAR 51 -'AN DBL 2 DBL 2 DBL 2 D5L 2 x 6 x 6 x 10 x 12 UP TO 5'-4' 5'-4" TO 1'-0' 1'-0' TO 10"-0' 10'-0' AND OVER TWO STORY ADPL I CAT ION DOWN STAIRS SUPPORTING: END OF HEADER 1 51ZE 3 CLEAR SPAN DBL2x6 DBL 2 D5L 2 DBL 2 x & x 10 x 12 UP TO 5'-0" 5'-0' TO 6'-4' 6'-4" TO V-0' 6-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN Cft.) UP TO 5'-0" TO g] -Oil UN.O. 4'-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING: END OF HEADER 1 2 3 NUl" 15ER OF FULL LENGTH STUDS 1 2 AT EACH END OF HEADER 3 2 x 12 (*2 5YP) i/16' OSB NAIL (3)12d 6'-S" O.G. TYP. 2x12 BM./HDR. FRAMING NOTES: 1. HURRICANE STRAPS TO 5E MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * TRUSS TO MASONRY/CONCRETE SHALL BE META -fro * FLOOR J015T TO MASONRY/CONCRETE SHALL 5E META -fro AT EACH END AND 32" ON CENTER ON J015TS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL 5E MTS -12 3.TRUS5 TO TRUSS CONNECTIONS AND HANGERS SHALL 5E DESIGNED AND SUPPLIED 5Y TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRU55E5. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCIGING SECURED W/3-10ol GUN NAILS OR 3-12d NAND DRIVES a EA. END. CUT PITCH 4 5EVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. J1 J3 J5 cel In T- r r r r r r r r r r r r r >n cn H15 H13 y� (2) META -16 HIIA 101 = _IMI II J3_ w HSA �..._ �� 22'x54" �pvH-IA \� J5_ - ACCES T&A a G^ I-- J7 = N II = }II T6A J7 _ } } 100 RI CSE S - J7 - T&A II II I� II = II 16 w t6 C J5 = = II T T6 J3 = = = SII II II II Tro (2) META -16 I l (j)OPT. 3rd. CAR GARAGE FRAMING PLAN ELEVATEON A & 99C--9-9- 5'-5' 5EARING HEIGHT THROUGH OUT ELEVATION "A" d "B' 9'-4' BEARINGS HEIGHT THROUGH OUT ELEVATION 'C' E "D' 11 SOUTHERN TRUSS 05/27/0 A R C H I T E C T S .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDM & LOT: TUSCA SOUTH LOT#26 PROJECT# 1703.00 MODEL: "1755" GARAGE SWING: RIGHT PAGE: FRAMING PLAN ELEVATION "A" & "C" ARCHITECT: STATE OF FLORIDA bt �'o 3 J DATE: 12/22/09 SCALE: 1/4 10=1'-0'" SHEET �= e-45 AC ELECTRICAL LEGEND SY DEFINITION NOTES IMBOL m 125v OUTLET 20 AMP ® 11OV OUTLET I:- BDRM. 2 �COND� FVERpY 12 I/1 OF OUTLET REFRIGERATOR LOC. 110V OUTLET WIRED TO (i`Ijv\S wPI / 15/1 SWITCH LIGHT W/SWITCH 1200 DISPOSAL EQUIPED WITH 4 IN ATTIC 110V OUTLET GROUND FAULT �PTEER 15/1 5 F------1 \� (TAMTANT t Is S DRYER 220V OUTLET 4 WIRE CONNECTION �J J 5600 RANGE WP EXTERIOR GROUND FAULT GFI WATERPROOF INTERRUPTER 11,13 OUTLET 4500 (, SWITCH 12,14 10 SWITCH 3 -WAY OPER W4 SWITCH 4 -WAY OPER n WALL 20/1 18,19,20 12 MOUNTED 1-715 SQ. FT. LIGHTING/RECEPT6 3 WATTS Y LIGHT 14 CFI CEILING LIGHT OUTLET - VA VAPOR CLG. `O�1/P PROOF 38325 10000 11330 11046 28662 119 CALCULATION IF HEAT PUMP IS USED TOTAL VA IN PANEL LESS A/C LOAD HEAT PUMP LOAD PER NEC -220-30-(2) 1009• LIGHT TOTAL VA AMPS r 1 RECESSED �— ' CAN OPT. _"__--__-------- I CFM PER OPT. LIGHTS VENT. FAN SQ. FT. VENT. FAN 1 CFM PER LIGHTS W/LIGHT 50. FT. - 2' LIGHT STRIP r,---1 4' LIGHT STRIP CAR GARAGE ® 4' RECESSED FLUORESCENT 2-BUL5 WRAP LIGHT AROUND _ 2' FLUORESCENT 4'FLUORESCENT W;-ZM 4'TRACK LIGHT PANEL Niiam METER SMOKE BATT. BACK-UP OS.D. DETECTOR W/ HARDWIRE INTER - BATT. BACK-UP MOUNTED W/ HARDWIRE SD. SMOKE R EcDETE CONNECTED BATT. BACK-UP CARBON W/ HARDWIRE ®S/CO MONOXIDE/ CONNECTED SMOKE DETECTOR SHALL BE A COMBO DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT TELEPHONE JACK WATER HEAT. DISCONNECT AIR GOND. DISCONNECT TELEV15ION tV. JACK CEILING IBOX REQUIRED To BE SUPPORTED Qi -Box IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING FAN/LIGHT CEiLIW_% 107 REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT KP OPTIONAL SECURITY KEYPAD FOR QPUSH- PB. BUTTON CHIMES N07F8: LOCATION OF TV JACKS d PHONE OUTLETS # FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI m ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO 15E LOCKOUT IN PANEL • 5ATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 200-1,RESIDENTIAL CODE TABLE M15063) LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC GABLE AS N.E.G. 2008 ARTICLE 300.(15) (2) * ALL RECEPTACLES TO i3E TAMPER- RESISTANT TYPE 0 OPT. `~-----------"---f r` OPT. COACH COACH LIGHTS LIGHTS Moog Milli 111�1)w al Imill"ll NOTE: ALL BRANCH CIRCUITS IN THE BEDROOMS ARE TO BE PROTECTED BY AN ARC -FAULT INTERRUPTER LISTED TO PROVIDE PROTECTION OF ENTIRE BRANCH CIRCUIT 01115- LOAD INFORMATION DESCRIPTION -i GILT \ METER VA I:- BDRM. 2 �COND� FVERpY 12 o l 1 REFRIGERATOR LOC. \ L—__—� wPI / 15/1 '� KAUN. LIGHT W/SWITCH 1200 DISPOSAL 15/1 4 IN ATTIC 1000 MICROWAVE/HOOD 15/1 5 01115- LOAD INFORMATION DESCRIPTION CB GILT WIRE VA LAUNDRY/WASHER WH 1 12 44"AF.F. REFRIGERATOR 15/1 \ WALL MOUNTED 1200 DISHWASHER 15/1 3 LIGHT W/SWITCH 1200 DISPOSAL 15/1 4 IN ATTIC 1000 MICROWAVE/HOOD 15/1 5 F------1 \� 1500 DRYER 30/2 1,9 10 5600 RANGE 40/2 8,10 KEYLESS "N,,FIXTURE 12000 WATER HEATER 30/2 11,13 10 4500 A/C AIR HANDLER 30/2 12,14 10 8000 --f 3RD. CAR GAR. - 15,1-1 2 - CAR GAR. 306-1 �CxFI 20/1 18,19,20 12 4500 1-715 SQ. FT. LIGHTING/RECEPT6 3 WATTS CLC -c. TO 29 14 CFI OUTLET - VA 49392 CLG. 38325 10000 28325 16995 100% 40% 65% TOTAL VA AMPS 38325 10000 11330 11046 28662 119 CALCULATION IF HEAT PUMP IS USED TOTAL VA IN PANEL LESS A/C LOAD HEAT PUMP LOAD PER NEC -220-30-(2) 1009• OUTLET TOTAL VA AMPS 21500 11061 3256-f 136 --._ �— ' OPT. ~-------' COACH OPT. _"__--__-------- OPT. LIGHTS COACH COACH LIGHTS L IGHTS r,---1 OPT. 3rd CAR GARAGE 1 I 01115- LOAD INFORMATION DESCRIPTION CB GILT 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 40/2 8,10 8 Ql 12000 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 10 306-1 SMALL APPIANCE CIRUITS 20/1 18,19,20 12 4500 1-715 SQ. FT. LIGHTING/RECEPT6 3 WATTS 15/1 21 TO 29 14 5325 TOTAL VA 49392 TOTAL LESS A/C LOADS IST 10000 REMAINDER PER NEC -220-30 (B) A/H UNITS PER NEC -220-30 (C) (5) 38325 10000 28325 16995 100% 40% 65% TOTAL VA AMPS 38325 10000 11330 11046 28662 119 CALCULATION IF HEAT PUMP IS USED TOTAL VA IN PANEL LESS A/C LOAD HEAT PUMP LOAD PER NEC -220-30-(2) 1009• TOTAL VA AMPS 21500 11061 3256-f 136 NOTE: ALL 5REAKERS SERVING 5EDROOM RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. POWER COMPANY PEDESTAL SERVICE BY. OTHERS GRADE LINE LIECTRICAL RI,5ER 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) M 4/0 XHHW ALUMINUM CONDUCTORS (1) 4'2/0 XHHW ALUMINUM NEUTRAL. (1) • 4 XHHW ALUMINUM EQUIP.GRD COMBO DISCONNECT AND METER CAN 150 AMP 120/240 VOLT 42 CIRCUITS MLO INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PHONE / DATA WEATHER PROOF BOX GABLE / 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 8FT LONG COPPER GROUND ROD A R C H I T E C T S •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 iy StMDIV. & LOT: TUS C A SOUTH LOT#26 PROJECT# 1'703.00 MODEL: 1755" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA DEC X 3 2009 CANTWELL NO 12079 DAffiE: 12/22/09 SCALE:1/4"=l'— o" SHEET Or (1) 5 REBAR VERTICALLY W/ CONC. e POUR CELL FOUR CELL R-42 INSULATION 4' GONG, RENF. W/ 6'x6'010 UUM OR zp Z TEXTURED FINISH SECURE BT. PLATE TO BLK W/ Q W - 8' CMU ANCHOR BOLT W/ 2' WASHER SET IN Y J2 Z 1/2' GYP. WL. BD. SIMPSON HIGH STRENGTH EPDXY 1' Q EMBED. MIN. • 32' OC MAX. i!J I WOOD BASE O ETHYLENE VAPOR BARRIER ON >_ d' FOR INBFEGtION X .4 E .. e.d � .. ip 4' CONC, RE INF. W/ 6'x6' Mm UUM OR ° 4' CONC, REINF. W/ 6'x6' •,m WWM OR ' FIMRMESH ON 6 -MIL POLY FIBER"IESH ON 6 -MIL POLY a' v • ETHYLENE VAPOR BARRIER ON W ETHYLENE VAPOR BARRIER ON 1 d CLEAN TERMITE r_REATED �ATCOMPACTED CLEAN TERMITE �4",S' TELL-CCOMPACTED FILL Z ED PILL 4- ' 4' 8' 4" I'-4" (2) 5 REBAR ON CHAIRS ins 1'-4' (2) +5 REBAR ON CHAIRS 1 -STORY FOOTING 1 -STORY FOOTING 1 W BLOCK WALL 5C.,dLE.- I/!' •1'-0' @AT_�L�- E: 1/2'■ e i0 •. . 4' CONC, REINF. W/ b'xb'I ik' •Im/Im WWM OR FIBERMESH ON 4' 6 -MIL POLY ETHYLENE VAPOR `^ U S' GLEANIETRER�IItUE LLQ -CAO �ICLTLED (1) 5 REBAR ON CHAIRS THICKEN EDGE 4 SCALE:I/2'-I'-m' C m a q 4' CONC, RE INF. Ulf 6"x6' Mm WWM OR F15ESMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL GARAGE STEP-UP 5 NON-BEARING OCALE: /1 • -0 GRADE F d ee e d • ° •e °� 4' CONC, WINE W/ 6'x6' hm WWM OR / FIBERMESH ON 6 -MIL POLY JA ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE V 4" B' B' 4' TREATED FILL 4' 45 REBAR ON CHAIRS � CONCRETE PAD SCALE: 1R' • I' -m' POURED LINTEL CONT. (TYPJ r 8' CMU FILLED CELL (TYP.) —2X WALL FRAMING (4) )i'X1' ANCHOR BOLTS or (4) )5'X1' J -BOLTS MR 5' EMBEDMENT W/ 2'X2'Xl/8' WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 15 BLOCK WALL CONNECTION (I) 5 REBAR BET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. AI.L 4' CCNC, REINF. W/ 6'x6' Mm UUM OR d'FIBERMESH ON 6 -MIL POLY 4 ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL , TYP. RETROFIT FOR apm, MR -DOWELS STUDS 16' O.C. MAX 5 112' • HEAD OF GARAGE VARIES WITH BLOM SECURE BT. PLATE TO SLAB W/ ANCHOR BOLT Wl/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. s 32' OC MAX. Ll 4' CONC, REINF. W/ 6'x6' •Im UNUM OR FIBERMESH ON 6 -MIL POLY �u ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE m V 4" 8' 4" 4' TREATED FILL 1'-d' (2)'S REBAR ON CHAIRS GARAGE STEP-UP 6 1 -STORY L®B. W. I I I' RECESS FORLsp S.TRACK N FINISH FLOOR ►u d " ° d. d °e ° 4./rA A A 8 a e e a. ds Aad ° SLAB AT S. G. D. 10 SCALE: P-1'-0' CAULK AND SEAL GAS LINE I J' PVC SLEEVE FOR GAS LINE 8' CMU DRYWALL •/!WOOD BASE SECURE BT. PLATE TO SLAB W/ )j' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. f 32' OC MAX. 4. ° e d 4" CONC, RENF. W/ 6'x6' •lm Will OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL I; m. 4' (3) 05 REBAR ON CHAIRB 2 -STORY FOOTING 2 AT L.B.W. SCALE: I;R I'-0' b 1/2' • HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ }' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' d) EMBED. MIN. s 32' OC MAX. W Q tl • ,• •• . 4' CONC, REINF. W/ 6'xb' •Im WWM OR FIBERMESH ON 6 -MIL POLY W ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE s 4' 6' 6 4-14 TREATED FILL I -8' (3) 5 REBAR ON CHAIRS GARAGE STEP-UP 6 A 2-STORYL.B. W. Lr 1/2 "=1'-0' RECESS FOR GARAGE DOOR CONC, REINF. W/ 6'x6' hm UUM OR SERMESH ON &-t-TIL POLY HYLENE VAPOR BARRIER ON LL -COMPACTED GLEAN TERMITE EATED FILL 5 REBAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE: I/2' • I'-0' SECURE BT. PLATE TO SLAB W/ 10d CUT NAILS/ MASONRY NAIL • 32' O.C. MAX 0 . e — FOUR CELL ° 4' GONG, RENF. W/ 6'x6'010 UUM OR R-42 INSULATION z WOOD BASE FIBER"IESH ON 6 -MIL POLY TEXTURED FINISH Q lu .' • ;, ', ETHYLENE VAPOR BARRIER ON >_ d' FOR INBFEGtION WELL -COMPACTED CLEAN TERMITE P15EFMESW ON 6 -MIL POLY 1/2' GYP. WL. BD. ETHYLENE VAPOR BARRIER ON TREATED FILL ,e .• a. ° I'-4' (2) 5 REBAR ON CHAIRS •. 1 -STORY FOOTING R AT L.B.W. W NO -UPLIFT (D' -m' FIN FLR. EXTENDED 8LA15 1 0' CURB HEIGHT VARIES 1/2' RECESS FOR SERVICE DR 7 � ° 4' GONG, REMF. W/ 6'X6' hm WWM OR • FIBERMEBH ON 6 -MIL POLY ° ''d ° ETHYLENE VAPOR BARRIER ON — ° WELL -COMPACTED CLEAN TERMITE TREATED FILL (2) +'5 REBAR ON CHAIRS �0 SLAB AT GARAGE SERVICE DOOR SCALE: 1/2' • I' -m' �1 NOT USED 1 F.. TEXTURED FINISH R-11 INSULATION MIN. STUDS 16' O.C. MAX 1/2' GYP. WL. BD. W WOOD BASE CURE Bt. PLATE TO BLK W/ ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' p EMBED. MIN. * 32' OC MAX. r x e �p =4C, REINF. W/ 6'x6' 'Im IULM OR FIBERMESH ON b -MIL POLY ETHYLENE VAPOR BARRIER ON • e • WELL -COMPACTED CLEAN TERMITE TREATED FILL �W > E oQ4" 8' 4' M " 1,-4' (2) 5 REBAR ON CHAIRS 1 -STORY FOOTING 3 W FRAME WALL sc L: -m (l) 45 REBAR VERTICALLY W/ CONC, POUR CELL z - B' CMu 4 W INJ- ;� CURB HEIGHT VARIES 0 d ip 64-8- 4' CONC, REINF. W/ 6'x6' 'Ila011M OR FIBERI-MSH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL Z4' (2) +5 REBAR ON CHAIRS in 1 -STORY FOOTING @)-lT MGETM_AE (U "5 REBAR VERTICALLY W/ CONC. a ° g e ° L [4- 6' 6' [4' - 4' CONC, RE INF. W/ 6'x6' 810 UUM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL - (3) 5 REBAR ON CHAIRS 2 -STORY FOOTING 13 W BLOCK WALL SCALE: I/2"=1'-0' TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 8' HOOK GROUTED BOND BEAM d ° e V/ 16 GAS LINE THRU BLOCK SCALE: I'•I'-m' TEXTURED FINISH z -STORY ON CHAIRS (3) 05 REBAR ON CHAIRS (U 5 REBAR VERTICALLY W/ CONC. POUR CELL R-4.2 INSULATION B Cm FOUR CELL STUDS 16' OL. MAX R-42 INSULATION z WOOD BASE W TEXTURED FINISH Q lu .' • ;, ', 8' CMU 4 to 4' CONC, REINF. W/ 6'X6' Mm WUM OR 0 FIBEFT IESH ON 6 -MIL POLY d' FOR INBFEGtION 4' CONC, RE INF. W/ 6'x6' •Im WWM OR P15EFMESW ON 6 -MIL POLY 1/2' GYP. WL. BD. a ° g e ° L [4- 6' 6' [4' - 4' CONC, RE INF. W/ 6'x6' 810 UUM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL - (3) 5 REBAR ON CHAIRS 2 -STORY FOOTING 13 W BLOCK WALL SCALE: I/2"=1'-0' TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 8' HOOK GROUTED BOND BEAM d ° e V/ 16 GAS LINE THRU BLOCK SCALE: I'•I'-m' TEXTURED FINISH z -STORY ON CHAIRS (3) 05 REBAR ON CHAIRS (U 5 REBAR VERTICALLY W/ CONC. POUR CELL R-4.2 INSULATION B Cm .41 STUDS 16' OL. MAX I/2' GYP. WL. BD. 1/2' GYP. WL. BD. WOOD BASE W SECURE BT. PLATE TO BLK W/ WOOD BASE E ( CLEANOUT REQUIRED ' .' • ;, ', EMBED. MR 41 32' OC MAX. 4 to 4' CONC, REINF. W/ 6'X6' Mm WUM OR 0 FIBEFT IESH ON 6 -MIL POLY d' FOR INBFEGtION 4' CONC, RE INF. W/ 6'x6' •Im WWM OR P15EFMESW ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON ' a ,e .• a. ° �7 WELL -COMPACTED CLEAN TERMITE •. m04' 6' 6' 4' (3) 5 REBAR ON CHAIRS 0 TREATED FILL 7 (D' -m' FIN FLR. ° I [2) 5 REBAR � 1 -STORY ( ,. ° ; ° , ° °. (3) 5 REBAR 2 -STORY (1) +5 VERT. DOWEL L e •q Q e : •d AR •' " d LAPPED W/ BOND BEAM i0 6' PVC CHASE THRU FOOTING °a e . TO HORIZATIONAL d' OUTSIDE REBAR TO BE CONTINUOUS (1)'5 REBAR At CORNERS W/ 25' LAP MIN. • • ° REBAR W/ 8' HOOK . • d' �� Tom,' d ° L I -STORY F _^ ' U 4' B' 4' (2) 5 REBAR ON CHAIRS in d+ ° n I'-4" 2 -STORY (3) 5 REBAR ON CHAIRS 2'-I' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL B REBAR LAP AT FOOTING C AT LINTEL CORNERSD W BLOCK WALL E REINFORCING SCALE: 1/2'•1'-m' SCALE: 1/2'•I'-0' E: -m SCALE: i/1'.I'-®' ALL EXTERIOR FOOTERS AT FINISH S T AR' S 70 EE MIN. 12" 13-F.1 0 W -CJNDIS rrTJIR:BED S O IL, 2 -STORY FOOTING &A,F3OME!ALL SCALII' (U'5 REBAR VERTICALLY W/ CONC. FOUR CELL 8' CMU z CURB HEIGHT VARIES LQ In 4' CONC., REINF. W/ 6'x6' hm WAIM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON 0 _ ILLA-COMP � TED CLEAN TERMITE TREf > z ° (3) 5 REBAR ON CHAIRS i If i W E 4' 6' 6' 4' in 2 -STORY FOOTING A AT GARAGE SCALE 14 NOT USED GROUTED BOND BEAM VARIES PER ELEV. ° TIE VERTICAL REBAR 1 ° e �TO HORIZATIONAL 4 . REBAR W/ 8' HOOK +' VARIES PER ELEV. A ° d GROUTED BOND BEAM ' a °• :e, lk d de .. a ° a ,e. ° e° d .e tl °, CLEANOUT REQUIRED FOR INSPECTION N ° ° m' -m' FN. FLR ° TIE VERTICAL REBAR • ° c <. e • TO HORIZATIONAL d• REBAR W/ 8' HOOK M HORIZONTAL/VERTICAL REINFORCING AT DREA RING CHANGE SCALE= IR'•I'-m' A R C H I T E C T S Grous�n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA SOUTH LOT#26 PROJECT# 1'703.00 MODEL: "1755" GARAGE 8 WING: RIGHT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT: Ir STATE OF FLORIDA DtG 2 3 009 DATE: 12/22/09 SCALE: 1/4"=1'-0" SHEET D 1 OF tD TEXTURED FINISH R -II INSULATION MIN. STUDS 16' OL. MAX I/2' GYP. WL. BD. WOOD BASE W SECURE BT. PLATE TO BLK W/ -3 ANCHOR BOLT W/ 2' WASHER bEt IN SIMPSON HIGH STRENGTH EPDXY 1' m p EMBED. MR 41 32' OC MAX. ° a °• 4' CONC, RE INF. W/ 6'x6' •Im WWM OR P15EFMESW ON 6 -MIL POLY •° ° ETHYLENE VAPOR 15ARRIER ON c WELL -COMPACTED CLEAN TERMITE TREATED FILL m04' 6' 6' 4' (3) 5 REBAR ON CHAIRS 2 -STORY FOOTING &A,F3OME!ALL SCALII' (U'5 REBAR VERTICALLY W/ CONC. FOUR CELL 8' CMU z CURB HEIGHT VARIES LQ In 4' CONC., REINF. W/ 6'x6' hm WAIM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON 0 _ ILLA-COMP � TED CLEAN TERMITE TREf > z ° (3) 5 REBAR ON CHAIRS i If i W E 4' 6' 6' 4' in 2 -STORY FOOTING A AT GARAGE SCALE 14 NOT USED GROUTED BOND BEAM VARIES PER ELEV. ° TIE VERTICAL REBAR 1 ° e �TO HORIZATIONAL 4 . REBAR W/ 8' HOOK +' VARIES PER ELEV. A ° d GROUTED BOND BEAM ' a °• :e, lk d de .. a ° a ,e. ° e° d .e tl °, CLEANOUT REQUIRED FOR INSPECTION N ° ° m' -m' FN. FLR ° TIE VERTICAL REBAR • ° c <. e • TO HORIZATIONAL d• REBAR W/ 8' HOOK M HORIZONTAL/VERTICAL REINFORCING AT DREA RING CHANGE SCALE= IR'•I'-m' A R C H I T E C T S Grous�n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA SOUTH LOT#26 PROJECT# 1'703.00 MODEL: "1755" GARAGE 8 WING: RIGHT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT: Ir STATE OF FLORIDA DtG 2 3 009 DATE: 12/22/09 SCALE: 1/4"=1'-0" SHEET D 1 OF tD PANEL ANCHOR SEALANT D 0 WALL FRAME SHOWN HERE FOR ILLUSTRATIVE PURPOSES ONLY. WALL FRAMING CAN BE CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND PANEL ANCHOR STYLE CONSTRUCTION a ° SECURE 2x4 ON FLAT t0 BLK W/ GUT NAILS. SECURE 2x6 MIN. TO BLK W/ (2),�' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 4' EMBED. I] 2X6 GARAGE DOOR BUCK W/ (3) J�'XS' J -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'XYe WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK a CENTER OF DOOR HEADER W/(1)Y2'X8' J -BOLTS 4' EMBEDMENT W/ 2'X2 "XYB' WASHER AND NUT Ell GARAGE DOOR 3 BUCK ATTACHMENT SCALE: 1/2' -1'-0" 8 NOT USED LINTEL PLATE 3/8' EXPANSION STRIP FREE OF MORTAR LINTEL SEALANT TO 5E MIN. 1/2" DEEP SEE NOTE TT EXPANSION STRIP PANEL ANCHOR CLASS BLOGK NOTE: THIS DIMENSION IS DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS BLOCK PANEL REINFORCING 6 EVERY 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 S OR N MORTAR 1/4' MIN. 1/2' MAX. \ PANEL REINFORCING MORTAR ASPHALT EMULSION O� 1-3/4'X 20 GAUGE X 24" LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL 2X4 SECURED TO GABLE END WK2)12doEA. UPRIGHT 2X4 SECURED TD GABLE ENG W/(2)12d 6'-8' O.G. L-30 a GABLE BLOCKING TRUSS 2x4 BLOCKING g EA. RAFTER L-30 EA. RAFTER H2.5 EA. RAFTER 2x4 RAFTER a 24'O.C. 2x4 FRAMING (TYP) 4- FRAMED OVERHANG N.T.S. 2X4 DBL TOP PLATE 2x4 METAL STUD 24' O.C. 1/2' DRY WALL 2X4 16' O.G. MAX 2X4 PT. ' BT. PLATE s 1/2' AB W/ •: , MIN. 1' EMBEDMENT 2' DIA. WASHER 32' D.G. MAX 1+ 05 REBAR CONT. (:�WOODFRAME ?�B LK. SCALE: I/2' -1'-0 SPARK ARREST T-4 1/2' PER MANUFACTURER IX2 PT. TOP OF BOX DBL. TOP PLATE I I 2x4 STUD II II II I TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON O.S.B. SHEATHING OR J' CDX PLYWOOD PRE. ENG. TRUSS 1 A PLAN VIEW SCALE: 1/2' -1'-0" SIMPSON N-5 (MIN.) — 2X4 TO TRUSS PRE. ENG. 81=4 OR H-5 TOP PLATE TO STUDS 2'-0" ABV. 10'-0' LEVEL TO ROOF OR 2'-0' ABV. HIGHEST RIDGE WITHIN 10'-0' SIMFSON H-5 (MIN.) 0 2X4 TO TRUSS 1 CHIMNEY DETAILS SCALE: 1/2'-1'-0" PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS m 16' O.G. MAX SIMPSON LSTA-12 to EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS a 16' O.C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN Jj' 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 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 d) 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 SECURE 2x TO BLOCK W/ (2)TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 1 ) WITHIN 8' OF EACH a, END AND 18' O.C. MAXill LL SPACING. O.S.B. SHEATHING OR--"' ' GDX PLYWOOD 2x4 BLOCKS CMU WALL TYP. EXTERIOR WINDOW/ (D��-SCPMIPIIWD FRAMED -0' SCALE: 1/2' ■ I'-0' NAILING SCHEDULE NOTE.- TYP. EXT. SHEATHING ATTACHMENT ROOF DIAPHRAGM FOR SHEAR 4 UPLIFT (O.SB. TO BE STRUCTURAL USE 1/1(o' O.SB. OR 1/2' COX PLY WITH 08 RING SHANK GUN NAILS AT 4' O.G. AT GRADE) CONNECTORS FROM STUD TO PLATE ARE SUPPORTED PANEL EDGES AND "8 RING SHANK GUN NAILS AT 6' D.G. At NOT REQUIRED EXCEPT OPENINGS INTERMEDIATE SUPPORTS. SEE DETAIL. P8 RING SHANK GL NAILS0 4' OG. ROOF SHEATHING TO GABLE END FRAME TOP 4 BOTTOM EDGES USE "8 GUN NAILS A 4' O.G. m EXTERIOR SHEATHING USE 1/16' O.S.B. OR 1/2' PLY WITH "S RING SHANK GUN NAILS AT Co' O.G. AT =' PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM Z PANEL AND "8 RING SHANK GUN NAILS AT 6' D.G. AT o INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN = U ACCEPTABLE FASTENER FROM ANY MANUFACTURER d) �' o NAL fREQUIfREMENTS z SIZE HEAD LENGTH DIA. TENSILE STIR 8d ROUND,MODIFIED 1"1/8' PRECAST L 110000 OR T O.G. MAX. IN FIRST 2 FRAMING ROUGH OPENING UP TO 0'-0' ROUND,MODIFIED 21/8' .128 110,000 �o OR T FTE OR TRUSS z BUILDING LENGTH AND ENIDWALL 5RAGING N FOR G 45LE EEND FRAMING PRECAST SILL SECURE 2x TO BLOCK W/ (2)TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 1 ) WITHIN 8' OF EACH a, END AND 18' O.C. MAXill LL SPACING. O.S.B. SHEATHING OR--"' ' GDX PLYWOOD 2x4 BLOCKS CMU WALL TYP. EXTERIOR WINDOW/ (D��-SCPMIPIIWD FRAMED -0' SCALE: 1/2' ■ I'-0' NAILING SCHEDULE NOTE.- TYP. EXT. SHEATHING ATTACHMENT ROOF DIAPHRAGM FOR SHEAR 4 UPLIFT (O.SB. TO BE STRUCTURAL USE 1/1(o' O.SB. OR 1/2' COX PLY WITH 08 RING SHANK GUN NAILS AT 4' O.G. AT GRADE) CONNECTORS FROM STUD TO PLATE ARE SUPPORTED PANEL EDGES AND "8 RING SHANK GUN NAILS AT 6' D.G. At NOT REQUIRED EXCEPT OPENINGS INTERMEDIATE SUPPORTS. SEE DETAIL. P8 RING SHANK GL NAILS0 4' OG. ROOF SHEATHING TO GABLE END FRAME TOP 4 BOTTOM EDGES USE "8 GUN NAILS A 4' O.G. m EXTERIOR SHEATHING USE 1/16' O.S.B. OR 1/2' PLY WITH "S RING SHANK GUN NAILS AT Co' O.G. AT =' PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM Z PANEL AND "8 RING SHANK GUN NAILS AT 6' D.G. AT o INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN = U ACCEPTABLE FASTENER FROM ANY MANUFACTURER d) �' o NAL fREQUIfREMENTS z SIZE HEAD LENGTH DIA. TENSILE STIR 8d ROUND,MODIFIED 1"1/8' .113 110000 OR T O.G. MAX. IN FIRST 2 FRAMING 10d ROUND,MODIFIED 21/8' .128 110,000 OR T FTE OR TRUSS TOP CORD BLOCKING AT 4' 'v Z STAPLE, NAIL 4 TOOL ASSOCIATION u a 1 0113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING -T\ p( 2. PING DIAMETER OF 0.012 OVER SHANK DIAMETER ;� O O.G. MAX. IN FIRST 2 FRAMING 4 0,280 INCH FULL ROUND HEAD DIAMETER Z1: IP SPACES AT EACH END. FTE OR TRUSS z BUILDING LENGTH AND ENIDWALL 5RAGING N NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RA R Z STAPLE, NAIL 4 TOOL ASSOCIATION u a 1 0113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING -T\ p( 2. PING DIAMETER OF 0.012 OVER SHANK DIAMETER ;� O 3. 16 t0 20 RINGS PER INCH 4 0,280 INCH FULL ROUND HEAD DIAMETER Z1: IP 5. 2 fNGH NAIL LENGTH D p R00 F JHATHINC-; LA`1'OUT BUILDING LENGTH AND ENIDWALL 5RAGING FOR G 45LE EEND FRAMING PRE r. .. i. irrrrr TRUE MTS - 1/16' 2X4 BTM. PLA' 32, C PRE-� TRUSS 2X4 DBL. TOP PLATE 2x4 STUD t6' O.C. 1/16" OSB. 1/2' AB. W/ MIN. 1" EMBEDMENT LOCATE 6"-8" FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META -16 V CMU WALL KNEE WALL DETAIL TOBLOCK SCALE: 1/2'-1'-0" 2X4X4' SECURE t0 TRUSS W/ 3-1201 6"-8" O.C. MAX TYP. 2X4 SECURE TD 2X4 BLK W/2-1201 SECURE TO BLK W/ META -16 2'-0" EXT: SCALE: 1/2'=1'-0' LOS RING SHANK GUN NAILS a 6' O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.SB. TO BE STRUCTURAL GRADE) 08 2' DECK SCREWS a 6"-8' O.C. MAX m EDGES 4 12' O.G. MAX IN FIELD. UNTHRFADED 'SHANK t0 EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS RVICE DR. PRE -ENG. TRUSS DBL. 2X TOP PLATE 1/16" O.SB. 2X BLOCKING o TOP OF 2X STUDS 16' O.C. MAX. 2X BTM. PLATE a 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS 2X4 ® TOP 4 BOTTOM CONT. HETA-16 BLK. WALL O CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK. W/ 1/4' GAP FROM BLK. TO O.SB. Q HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF O.SB. TO PROVIDE CONT. NAIL PATTERN f�3 REMAINING AREA TO BE SHEATHED FROM DSL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING a TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW Q INSTALL ALL SHEETS W/FAGE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: 1/2' ■ I'-0' A R C H ITEC T S Design Grou�sInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 StTBDiV. 8e LOT: TUSCA SOUTH LOT#26 PROJECT# 1703.00 MODEL: 1755" GARAGE STA1INGi•: RIGHT PAGE: MISC. DE'T'AILS ARCHITECT STATE OF FLORIDA DSC 2 3 1009 DATE= 12/22/09 SCALE: 1/4 SHEET Dor2 tD FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN OVER #15 FELT PAPER ON 2x4 BLOCKING BETWEEN FIBERGLASS SHINGLES TRUSSES AT FIRST TWO BAYS 16" O.S.B. SHEATHING OR TRUSSES AT FIRST TWO BAYS OVER $115 FELT PAPER ON 4'-0" O.C. (AT SHEATHING 4'-0" O.C. (AT SHEATHING CDX PLYWOOD SECURED BEAMS) 16 O.S.B. SHEATHING OR I" BEAMS) PER NAILING SCHEDULE CDX PLYWOOD SECURED PRE -ENG GABLE TRUSS PRE -ENG GABLE TRUSS PER NAILING SCHEDULE P.T. 1x2 W/ MTL. DRIP EDGE 2x4 NAILER MTL. DRIP EDGE [:L7_CONT. 2x4 RAT RUN SECURED W/ (2) FIBERGLASS SHINGLES 2x4 SUB -BAND 1126's EACH TRUSS OVER #15 FELT PAPER ON CONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND TO BE INSTALLED 'w MID. POINT OF 1" ALUM. SOFFIT W/ (2)126'5 - EACH TRUSS ALUM. SOFFIT TRUSS SPAN, OR 10'-0" O.C. MAX. O.S.B. SHEATHING OR 2 STIFFBACK AT ALL UPRIGHTS TO BE INSTALLED -8 MID. CDX PLYWOOD SECUREDOVER 4'-10" HIGH (SEE POINT OF TRUSS SPAN, OR STIFFBACK AT ALL SEE ENERGY CODE FORMS PER NAILING SGS -loll ENCS. FOR SIZE 4 101-0" O.C. MAX. UPRIGHTS OVER 4'-10" FOR INSULATION R -VALUES. HIGH (SEE SEALED ENG. •, CONDITfON.) .. .. _ 8" GYPSUM BOARD OR SEE ENERGY CODE FORMS FOR SIZE CONDITION.) NIGH STRENGTH CLG. PRE -ENG TRUSS SEE ENERGY CODE FORMS D.S.B. SHEATHING OR FOR INSULATION R -VALUES, s 1�� FOR INSULATION R—VALUES. CpX PLYWOOD. ATTACHED 11 O.S.B. SHEATHING OR 2 _ BOARD MTL. DMP EDGE 8" GYPSUM BOARD OR �" HIGH PER NAILING SCHEDULE ON � �" GYPSUM BOARD OR �" CDX PLYWOOD. ATTACHED ;� 2x4 NAILER — a: — HIGH STRENGTH CLG. PER NAILING SCHEDULE ON 2x4 SUB—BAND — STRENGTH CLG. BOARD SHEET D5 BOARD SHEET D5 2x4 @ 24" O.G. INTERIOR VENTED ALUM. SOFFIT GONG. FILLED LINTEL BLK �/8° THICK, 3 COAT CEMENT GONG. FILLED LINTEL BLK -� " KNEE WALL W/ 0) S REBAR CONTINUOUS PLASTER OVER GRADE W/ (1) 05 REBAR CONTINUOUS /8 THICK, 3 GOAT GEMENT PLASTER OVER GRADE CONC. FILLED LINTEL BLK -,- . PRECAST LINTEL "D" FELT PAPER BACKW/ (1) 05 REBAR CONTINUOUS EMBED. STRAP VERIFY W/ METAL LATH OVER R-4.2 BATT. INSUL. D FELT PAPER BACK TRUSS PLAN R-4.2 BATT. INSUL.APPROVED MOUSE WRAP METAL LATH OVER PRECAST LINTEL PRECAST LINTEL APPROVED HOUSE WRAP WINDOW ATTACHMENT AS OR GRADE "D' FELT WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT AS 2"THICK, 2 COAT CEMENT PER MANUFACTURES PAPER PER MANUFACTURES PAPER PER MANUFACTURES PLASTER APPLIED SPECIFICATIONS WEEP SCREED SPECIFICATIONS SPEC SCREED SPECIFICATIONS DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL 2) PRECAST BILL (SEE DETAIL 2) PRECAST SILL (1) 05 REBAR VERTICALLY SECURE GABLE TO 2x6 P.T....(1) #5 REBAR VERTICALLY SECURE GABLE TO 2x6 P.T. (1) S REBAR VERTICALLY W/ CONC. POUR CELL PLATE W/ 12d's 8" O.C. MAX W/ CONC. POUR CELL PLATE W/ 12d's S" O.C. MAX W/ GONG. POUR GELL (; 1x2 P.T. FURRING STRIPS SECURE 2x6 PT. PLATE TO Ia 1x2 P.T. FURRING STRIPS SECURE 2x6 PT. PLATE TO 1x2 P.T. FURRING STRIPS 16 O.G. BL.K W/ J"x9" ANCHOR BOLT W/ 16 O.G. LK W/ J"x9" ANCHOR BOLT W/ _ 16 O.C. 8" CMU 2" WASHER SET IN SIMPSON - a" CMU 2" WASHER SET IN SIMPSON a" CMU H I H STRENGTH OXY i " HIGH STRENGTH EPDXY -1 " GEP -. 1/2 GYP. WL. BD. - 1/2 GYP. WL. BD. 1/2 GYP. WL. BD. WOOD BABE EMBED. MIN. e 32" OG MAX. - WOOD BABE EMBED. MIN. c 32" OC MAX. i WOOD BASE i d -.. oI od "THICK, 2 COAT CEMENT 2 GOAT GEMENT T PLASTER APPLIED PLASTER APPLIED d o 4DIREGTLY TO MASONRY DIRECTLY TO MASONRY d 4 �. 4 4 1- STORY GABLE 1 -STORY 1 -STORY GABLE W/ VAULT CLG. BLOCK WALL Q B LO C K WALL 1B BLOCK WALL SCALE: 3/4'=1 —0 L 1 SCALE: 314"=V-0" —0 SCALE. 3/4'=V-0" 2X4: ® 2X4: ® 2X4: CM SECURE t0 BLOCK W/ Nfi' SECURE t0 BLOCK W/ SECURE TO BLOCK W/Y4, TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 _ MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 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 SPACING. S' CMU 2X(o: ® 2X6: ® 2X6: )5' DRYWALL SECURE t0 BLOCK W/2 -a% NOTE: STRUCTURAL 2X MUST SECURE t0 BLOCK W/2-%' SECURE TO BLOCK W/1-1/4' NOTE: OUTSIDE UTSISTRUCURAL 2X MUST I"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 BE ROUUGH NOp STRUCTURAL (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 Ix4 P.T. OR %4'X4' MIN. SECURE MIN. HEAD SIZE 300 34' TAPCON MIK 144 MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 3EMBE 00 M DME N MIN. I Y4' THRU FRAME 4 EXTEND I -Ya' MIN. EMBEDMENT 1 Ya') EMBEDMENT INTO BLOCK MIN. EMBEDMENT 1 Ya') %' TAPCON MIK I -Ya' MIK EMBEDMENT 1 Ya') EEDMENT INTO BLOCK INTO BLOCK W/ %' TAPCONS WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK WITHIN 8' OF EACH END 4 " —1/16 ° O.S.B. OR CDX OR DRIVE PIN 18' O.G. MAX SPACING. 8 CMU 18' O.G. MAX SPACING. 18' O.C. MAX SPACING. 8 CMU (MIK SHANK SIZE .145 �' DRYWALL 8" CMU ' TYVEK BUILDING WRAP MIN. HEAD SIZE .300 2XS: ® 2X8: ® 2X8: ® DRYWALL SECURE t0 BLOCK W/2 -Y* 1X4 OR I x2 P.T. NAILER SECURE TO BLOCK W/2-%' %� DRYWALL SECURE TO BLOCK W/1-1/4' I'X4' OR IX 4 P.T. NAILER MIN. EMBEDMENT I -Y4 ' F1 WITHIN 8' OF EACH END 4 18' TAPCONS OR DRIVE PIN ' O.S.B. X 4' MIN. TAPCONS OR DRIVE PIN I X4 OR I X2 P.T. NAILER TAPGONS OR DRIVE PIN Na' D.SB. X 4' MIN. PAPER BACK O.G. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 ``-DOOR CASINGlMIK SHANK SIZE .145 DOOR CASING GALV'D MTL. LATH DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIK HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4')MIN. EMBEDMENT 1 Y4) MIN. EMBEDMENT 1 Y4 ) —DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 ATTACH t0 2X PER —I/8 TEXTUREDATTACH t0 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. 18' O.G. MAX SPACING. MANUFACTURES DETAILS. 18' O.G. MAX SPACING. MANUFACTURES DETAILS. FINISH a1 WOOD MANUFACTURES DETAILS. WOOD WEEP SCREED NOTE" SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED 4") NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4") CONSTRUCT I ON " DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16 DOOR JAMB TO BLOCK +3 DOOR JAMB TO BLOCK +3-7/16 A- WINDOW TO BLOCK +3 4 OR +5 4 WINDOW TO BLOCK +1-15/16" WINDOW TO BLOCK +3" WINDOW TO BLOCK +3-7 16" ° cv A SCALE: 1 =I -0 " SCALE: I =I -0 8CALE: 1 =I -0 I 1 , 1 1 , 1 " I 1 p • 2X4: ® 2X4: ® 2X4: ® 2X4: CEO all CMU SECURE t0 BLOCK W/ W6' SECURE TO BLOCK W/ W6' SECURE TO BLOCK W/ 9i{6' SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 1/2" TEXTURED (MIK SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIK HEAD SIZE 300 FINISH Q MASONRY MIK EMBEDMENT 14") MIN. EMBEDMENT l Y4') MIN. EMBEDMENT 1,V4') NOTE: STRUCTURAL 2X MUST MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH, END 4 WITHIN S' OF EACH END 4 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. IS' O.G. MAX SPACING. 1S' O.C. MAX SPACING. BE BE ON ON OUTSIDE NON-STRUCTURAL 4 SECURED 18' O.G. MAX SPACING. 2X6: ® 2X6: ® 2X6: ® ' 2X6: CEM SECURE t0 BLOCK W/2 -3rd.' SECURE TO BLOCK W/2 -W6' NOTE: STRUCTURAL 2X MUST SECURE t0 BLOCK W/2-%' EMBEDMENTrINTO BLOCK SECURE t0 BLOCK WA-114- TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 S" GMU (MIK SHANK SIZE .145 BE ON OUTSIDE 4 SECURED WEEP s C ]C� E E D MIK HEAD SIZE 300 MIN. HEAD SIZE 300 F1 W&' TAPCON MIN. 1 -Ya' MIN. HEAD SIZE 300 X�' DRYWALL MIK HEAD SIZE 300 THROUGH NON-STRUCTURAL MIK EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK MIN. EMBEDMENT 1 Y4')IK EMBEDMENT 1 Y4') 3i(6' TAPCON MIK I Y4' WITHIN S' OF EAGN END 4 WITHIN 8' OF EACH END 4 8, CMU I X4 OR I X1 P.T.Pt. NAILER ��]� WITHIN S' OF EAGN END 4 WITHIN S' OF EACH END 4 EMBEDMENT INTO BLOCK DETAIL @ V V O O D TO 18' O.C. MAX SPACING. IS' O.G. MAX SPACING. 18' MAX SPACING. 2ND 2X SECURE TO 18' O.C. MAX SPACING. " 8' CMU X,' DRYWALL STRUCTURAL MEMBER W/(2)12d 8 GMU LOCK CONNECTION 2XS: ® }2' DRYWALL 2X8: ® 1X4 OR I X2 P.T. NAILER 2XS' ® 3 , 2X8' ET 1�' DRYWALL " WITHIN 8' OF EACH END 4 6' SECURE TO BLOCK W/1-1/4' SECURE t0 BLOCK W/2-34 SECURE TO BLOCK W/2 -W6' SECURE t0 BLOCK W/2-1& 1 1 1 1'X4' OR 1'X2' P.T. NAILER 1 t0 8 O.G. MAX I X4 OR I X2 P.T. NAILER TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 1 P.T. X 4 MIN. TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN SCALE: 11/2"=V-0" (MIK SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIK K SHANK SIZE .145 1' P.T. X 4' MIN. MIK HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIK HEAD SIZE 300 DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW DOOR CASING MIK EMBEDMENT 1 Y4') ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER MIK EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH, END 4 MANUFACTURES DETAILS. WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. IS' O.G8' O.G. MAX SPACING. 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" B WINDOW TO BLOCK +1-1/2" D WINDOW TO BLOCK +2 1/4" T__MnDO.TO BLOCK +3" H WINDOW TO BLOCK +3 3 4" SCALE: 1'=I'-0' SCALE: i"=I'-m' SGALI ARCHITECTS gn GD�I roupnc. I 1441 N. RONALD REAGAJBLVD. PH: 407-774-607FAX: 407-774-40www.abdesigngroup AA #: 0003325 stmDiv. & LOT: TUSCA SOUTH LOT#26 PROJECT# 1'703.00 MODEL: "1755" GARAGE SVfMG: RIGHT PAGE: MONOLITHIC 1 -STORY WALL SECTIONS & NOTES ARCHITECT: STATE OF FLORIDA DEC 2§ 2009 DATE: 12/22/09 SCALE: 1/4"=1'-0" SHEET D 3 OF FIBERGLASS SHINGLES OVER #15 FELT PAPER ON 111" O.S.B. SHEATHING OR �" CDX PLYWOOD SECURED PER NAILING SCHEDULE PRE -ENG TRUSS MTL. DRIP EDGE 2x4 SUB -BAND VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS O.S.B. SHEATHING OR 1" CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5. 3/8" 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. 6 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 1 SCALE: 3/4'= 1' -0" 2x STUDS 6 16" O.C. MAX W/ R-11 BATT. INSUL. MIN. T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE -ENG FLOOR TRUSS . SIMPSON HETA-16 EMBED. STRAP 6 32" O.C. MAX VERIFY W/ TRUSS PLAN " GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD EE ENERGY CODE FORMS OR INSULATION R -VALUES. " GYPSUM BOARD OR IIGH STRENGTH CLG. 3OARD WIST STRAP VERIFY W/ RUSS PLAN .UINDOW ATTACHMENT AS =ER MANUFACTURES SPECIFICATIONS ,UINDOW SILL 2x STUDS 6 16" O.C. MAX W/ R-11 BATT. INSUL. MIN. 4" T 4 G SUBFLOOR GLUED AND NAILED AS PER MAILING SCHEDULE PRE -ENG FLOOR TRUSS ( INSTALL PER MFG. SPECS.) S" GYPSUM BOARD OR 1" HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) 05 REBAR CONT INUOU: R-4.2 BATT. INSUL. PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) *'5 REBAR VERTICALLY W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS 6 16 " O.C. ujj a" CMU EBD- m 16 O.S.B. SHEATHING OR J" CD> PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5 J"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 2 x4 CONT. 6 TOP AND BT. OF FOR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED" GYPSUM BOARD OR / HIGH STRENGTH CLG. (SEE DETAIL 2A) BOARD EMBED. STRAP VERIFY CONIC. FILLED LINTEL BLK W/ TRUSS PLAN " W/ (1) *5 REBAR CONTINUOUS THICK, 2 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/ PERPENDICULAR PRE— ENG FLOOR TRUSS FIBERGLASS SHINGLES OVER #15 FELT PAPER ON i/16" O.S.B. SHEATHING OR "" CDX PLYWOOD SECURED PER NAILING SCHEDULE MTL. DRIP EDGE 2x4 SUB -BAND ALUM. SOFFIT STIFFBACK AT ALL UPRIGHTS OVER 4'-1011 HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ iRxro' THRU-BOLTS 6 32" O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 126's 8" O.G. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON HTC4 -a 24" O.G. MAX WINDOOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS O.S.B. SHEATHING OR 1" CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5 lS" 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. 6 TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FOR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2A) EMBED. STRAP VERIFY W/ TRUSS PLAN Z"THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2—STORY GABLE FIRST FLOOR BLOCK SECOND FLOOR FRAME SCALE: 3/4"=l' -O" 2x STUDS o 16" O.C. MAX W/ R-11 BATT. INSUL. MIN. 4" T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE -ENG FLOOR TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) PRE -ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 12o1's v EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R -VALUES. S" GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS WINDOW SILL 2x STUDS 6 16" O.C. MAX W/ R-11 BATT. INSUL. MIN. 4" T $ G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE - ENG FLOOR TRUSS ( INSTALL PER MFG. SPECS.) 8" GYPSUM BOARD OR " HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) S REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (1) *S REBAR VERTICALLY W/ CONIC. POUR CELL 1x2 P.T. FURRING STRIPS 16 " O.C. 8" CMU 1/2" GYP. WL. BD. WOOD BASE 1/16" O.S.B. OR i" CDX TYVEK BUILDING WRA x PAPER BACK GAL/'D MTL. LATH 1/8" TEXTURED FINISH e WOOD WOOD i WEEP SCREED CONSTRUCTION CMU 1/2" TEXTURED FINISH 0) MASONRY WEEP SCREED DETAIL P WOOD TO A LOCK CONNECTION ,2 l 1 SCALE: 1 1/2"=1'-0" A R C H I T E C T S ffz Desn omroupinc. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 S UBDIV. & LOT: TUSCA SOUTH LOT#26 PROJECT# 1703.00 MODEL: "1755" GARAGE SPITING: RIGHT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA 2 DATE: 12/22/09 SCALE: 1/411=19-0 it SHEET D A OF *NOTE: NAIL SHEATHING TO ALL 2X ,46 PEER EXT. SHEATHING NAILING, 8d 4" O.C. 1" 1AX EDCzE5 4 "-S" O.C. MAX IN THE FIELD 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE PRECAST HEADER(MIN) MIN. X (3 12 2 4 (MIN 2 X 3) 1-3/16 TAPCON ,t5, DBL. TOP PLATE MIN. GUN NAILS OR DRIVE PIN (MIN SHANK SIZE.145 SECURE 2 X RIP t0 FIT Ixb COLLAR TIE AT EVERY OTHER MIN HEAD SIZE 300 DBL. TOP PLATE W/2-12dS 6"-8' O.C. MAX. RAFTER W/ MIN EMBEDMENT 1 1/4') 2X4 16' O.G. MAX. '1/8' TEXTURED FINISH MIN. (3) 12d NAILS OR 8' FROM EACH END AND 18'x* "1/16".058 SHEATHINGMIN. (4) 10d GUN NAILS D.G. MAX. MIN 1-1/4' EMBEDMENTi7- 2 X 6 (MIN 2 X 3) 2-3/16 P tACON Ni 2 X 4 16' O.C. MAX. 2x RAFTERS OR DRIVE PIN (MIN SHANK 51ZE.145�;o (WHEN OVER 16 ' IN HIEGHTJ MIN HEAD SIZE 300 SECURE 2X4 W/ 2-%.' TAPCONS OR DRIVE PIN 2 X 4 (WHEN OVER 161 IN HIEGI-It.) 1x8 NAILER SECURE t0 TRUSSES MIN EMBEDMENT 1 1/4") 8' FROM EACH END AND I (MIN. SHANK SIZE .145 MIN. 1/4" TEMPERED MASON BELOW W/ C2) 12d NAILS OR O.C. MAX. MIN 1- 114' EMBEDMENTT HEAD SIZE 300 MIN. EMBEDMENT 1 Y4' W/IN 8' GLUE t NAIL W/8d'5 8'-12" D.G. IF NEEDED. (3) 106 GUN NAILS a EA. TRUSS 2 X B (MIN Z X 3) 2-3/16 TAPCON EA. END NOT t0 EXCEED OR DRIVE PIN (MIN SHANK SIZE.145 BT. PLATE 18' O.G. MAX 2 X SOLID BLK'G m ARCH MIN HEAD SIZE 300 2X4 SOLID BLOCKING SECURE W/2-12d EACH END RAFTER TO TRU55 MTS-12 MIN EMBEDMENT 1 1/49 SECURE TO SHEATHINGS W/ MIN. 2-12d PER 151-K. EA. END ATTACHMENT PER CREATE VOID FOR STRAPPENETRATION8' FROM EACH END AND 18' MANUFACTURER'S SPECS. O.C. MAX. MIN 1-1/4' EMBEDMENT x/16' 056 SHEATHING 2X4 SOLID I/2" PLYWOOD MTL WOW FRAME ROOF DECKING OVER TRUSSES CMU WALL OR '1/16' O.S.B.PRE-ENG BLOCKING SECURENOTE: NO GAP a WDW FRAME TO SHEATHING WITH TO EXCEED 1/4" PRE-ENG. TRUSS ARCHWAY DETAIL » 16 AND UNDER MIN. 2-12d PER BLK EXTERIOR ARCHWAY EA. END WITH WINDOW ARCHWAY DETAIL CUTAWAY ALTERNATE CONNECTION 10 FRMED ROOF1 MiL MSTA-24 RAFTER TO 5L<'G E:1/2'_1'_0" SCALE: I/2"■ 1'-0' SCALE: I/2"■ 1'-0' SCALE: 1/z'■1'-0' BETWEEN TRUSSES 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON PRECAST HEADER(MIN) OR DRIVE PIN (MIN SHANK SIZE.145 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON MIN HEAD SIZE 300 0'-0' TO 30'-0" (1) 'X' BRACE OR DRIVE PIN (MIN SHANK SIZE.145 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18" EXISTING BLK ABY. 30'-1' TO 60'-0' (3) 'X' BRACE 'k' MIN HEAD SIZE 300 4� (I BRACE CENTER) DBL. TOP PLATE MIN EMBEDMENT 1 I/4') z� O.C. MAX. MIN 1-I/4' EMBEDMENT I/4' TEXTURED FINISH (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) 2X4 16' O.C. MAX. SECURE S' FROM EAG(-I END AND 18' O.C.MAX. MI 1-114' EMBEDMENT _o 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 1/8' TEXTURED FINISH OR DRIVE " lli5 UPLIFT SIMP50M WTSM20 2X4 t0 WOOD W/2-12d m 6"-8' 2 X 6 (MIN Z X 3) 2-3/16 TAPCON 2 DRIVE PIN (MIN SHANK 81X1=.145 0Tujx L`-° PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 7/16' OSB SHEATHING FIBERGLASS SHINGLES OVER W/10 106 t0 TRUSS , O.C. TAGGERED MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/41) 2 X 4 16' O.G. MAX. 0 1 15 FELT ON '1/16 O.S.M. AND (4) 1/4 x 2 1/4 TAPGONS TO GOVT V11MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18' (WHEN OVER 16' IN HEIGHT.) POURED LINTEL SECURE 2X4 W/ 2-%' TAPCONS OR DRIVE S' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT O.G. MAX MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16' (2) 2X4 02 SYP DIAGONAIL BRACE 0 2350 UPLIFT P (MIN. SHANK 51ZE 2 X S 2 TAPCON 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 16' IN HEIGHT.) W/ 3-12d eo EA TRUSS C DIAGONAIL BRACE l2) SIMPSOM HTSM20 .145 MIN. HEAD 51ZE 300 MIN. E P ( IN SWANK OR DRIVE PIN (MIN SHANK SIZE.145 OR DRIVE PIN (MIN SHANK SIZE.145 Z X SOLID B1K'G � ARCH t0 COVER 5-TRUSSES ONE EA. SIDE OF TRUSS EMBEDMENT 1 Y4' WAN I I MIN HEAD SIZE 300 i/16 056 SHEATHING MIN HEAD SIZE 300 MIN EMBEDMENT I I/4') SECURE W/2-12d EACH END OPPOSITE SIDE OF BLOCK 6' EA END NOT t0 ARC;HWAY EXCEED 18'O.C. MIN EMBEDMENT 1 1/4") 2X4 16' O.G. MAX. 8' FROM EACH END AND 18' ATTACHMENT PER 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS W/10 10d t0 TRU55� AND (4) 1/4 x 2 1/4 MAX 8' FROM EACH END AND 18' (WHEN OVER 16' IN HEIGHT.) O.C. MAX MIN 1-1/4' EMBEDMENT O.C. MAX. MIN 1- 114' EMBEDMENT MANUFACTURER'S SPEG'S. MTL WDW FRAME (2) 106 NAILS EA END TAPCONS t0 CONT BT. PLATE 2X4 SOLID 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ 1/4 TEMPERED MASONITE #NOTE: NO GAP +0 WOW FRAME TO TRUSS POURED LINTEL BLOCKING SECURE I/2 111''000 MIN. 2-12d PER SLK EA. END GLUE t NAIL W/8d'S S'-12' O.C. TO EXCEED 1/4' TO SHEATHING WITH OR X/16' 0.5.8. IF NEEDED. SPF STIFFBACK 10 MIN. 2-126 PER BLK (SEE SEALD ENG. PACK FOR PRE-ENG TRUSS EA. END ARCUWAY DETAIL ARCHWAY DETAIL SIZE t CONNECTION) 3 EXTERIOR ARCHWAY SCALE: I/2'=1'-0' � 16 AND UP SCALE: i/2'=1'-0' CUTAWAY B i/16 035 SHEATHING GOMMOM TRUSS 24 0.�. CONTINUOUS BOND BEAM SCALE: 1/2'■1'-0' USE NAILS AT c. 6 4' o.c. EDGE t 6' o.c. FIELD 2X4 W/ 3/8' X 5 LAG 632" O.C. MAX. 1/2' CLG. BOARD NAIL CONT. RAT RUN TO OR SIMPSON MSTA-24 0 32' O.G. MAX. TRUSS W/ (2) 126 ® EA. TRUSS 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. __j SHEATHING NAILING TO BE TAP CONS 6"-8" D.C. IN FIELD DBL TOP PLATE MIN. 2' COVER ��- 4" O.C.GALL EDGES W/8d NAILS 2X4 STUD 16' O.G. MAX. 2' APART Q x," O.S.B. OR /2' PLYWOOD SHEATHING - - _ 2111112 11 2—STORY GABLE END CROSS BRACING TRUSS ANCHOR RETROFIT O 015 BLDG. FELL O3 24' WIDE 26 GA GALVANIZED METAL `- FLASHING - MUST ADD D19'10, 36' WIDE AND z 12 _ AND MUST BE A MIN 24' WIDE METAL. \ r- - - 0 FIBERGLASS SHINGLES \ _ - _ FINISH e LANDING 3/4" PLYWOOD F.F. _ DBL 2X6 Z URCLOSED VALLEY FLASHING DETAIL N.T.S. 36" MIN. F-IN15H le 3/4" PLYWOOD WITH ASPHALT SHINGLES OVER 0 15 FELT ON 1/16' O.S.B. LANDING DETAIL 4 12-D COMMONS WINDER DETAIL PRE-ENG TRUSSES OR NAILED THRU 3/4 11 FIRE-ENG TRUSS CONY. FRAMED RAFTERS PRE-ENG GABLE TRUSS I=LYWOOD INTO �® TOP PLATE SPF STIFFBACK (SEE SEALD ENG. PACK FOR SIZE t CONNECTION) FINISH LANDING EACH STRINGER 3/4" PLYWOOD F.F. PRE- B TRUSS IM SIM 2x CONTINOUS STRESS 1/2' GLC. BOARD < TEXT. SM m BLOCKING MID WALL 2x4 SPF BLOCKING BETWEEN TRUSSES At LESS THAN 4" TYP. SIMPSON 514 2X4 DBL. TOP PLATE EVERY 2x STUDS 6 16' O.G. MAX FIRST TWO BAYS 4'-0' O.G. CAT SHEATHING SEAMS) 3-2x12 SYP STRINGER D5L 2X122X12 TREAD 5ETWEEN SPINDLES a EVERY 1/2" DRYWALL OTHE 5 UDR" t t G SUBFLOOR GLUED Al REINFORCED W/2X4SPF OR CUT TO FIT OCHER SCUD 2X4 WOOD SCUDS 616 O.G., U.N.O. ON TRUSS PLAN AND NAILED A5 PER NAILING SCHEDULE FLOOR JOIST W/CONT. BEAD OF RISER 2X4 CONT. STRESS BLOCKING MID-WALL IST FLOOR STUDS TO 2ND FLOOR STUDSHAND SIMPSON MSTA-36 -8 32' SUB-FLOOR ADHESIVE PL-400 OR SIMILAR _____--1X8 10' RAIL z O.C. MAX EA HORIZONTAL RUN SECURE TREADS TO STRINGER u `� 2X4 PT. PLATE W/i3i#S 3" SCREWS 6 EA SIMPSON 514 �+' O_S.B. SHEATHING OR STRINGER, UNTHREADEDSI-SANK 1/2" DRYWALL 32' O.C. MAX PRE-ENG FLOOR TRUSS COX PLYWOOD SECURED PER NAILING SCHEDULE CONT. 2x4 SPF RAT RUN TO EXTEND BEYOND THICKNESS 1/2'X9' A.B. 32' O.C. 7' EMBEDMENT DOUBLE TOP PLATE SECURED W/ (2) 12d's a EACH OF SUS-FLOOR SHEATHING 1X10 TRIM - 2x CONTINOUS STRESSTRUSS BLOCKING MID WALL 2x4 BLOCKING UNDER WALL STUDS (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3) NOTE ..; o 2x SUDS w 16' O.G. MAX BETWEEN TRUSS BAYSYS W1 12d's +0 EACH TRUSS (DIAGONAL 1" NOSING TYP. a GONG. SLAB 1/2' GYP. WL. BD. (3) 12ds EACH ENDD X-BRACING TO COVER 5-TRUS5E5 STAIRS RISERS TO CONFORM 2 05's CONT. SECURE BT. PLATE TO SLAB 2x DOUBLE TOP PLATE UMBOARD OR J' N,ICG TO FBC 2001 l3 IOd CUT NAILS W/ J'x9' ANCHOR BOLI W/ 2' SUDS � 16' O.G. STRENGTH NOTE: BOARD 2R+1T=24"-2r✓-" '� 2X4 P.T. %< WASHER SET IN SIMPSON HIGH STRENGTH EPDXY "I" MTS-12 a EVER•STUD DIAGONAL BRACE qm CENTER OF TRUSS SPAN OR HIGHEST RIDGE. �� 3/16 MAX. VARIATION IN RISERS/TREADS SLEEPER INTO m q, EMBED. MIN. 2X4 BT. PLATE DIAGONAL BRACE TO BE 10 ANY SPAN 15'-0" OR GRATER REFER TO TRUSS ENG. FOR ADDITIONAL ADJACENT TO EACH OTHER SLAB r HORIZONTAL TRUSS REINFORCEMENT. 30'- 3/S" MAX. VARIATION IN ANY RISER/TREAD 1-STORY • .. SIMPSON SP4 +0 32' O.G. MAX 0'-0' t0 0"(1) X-BRACE 30'-1' TO 60'-0' (3) X-BRACE (1) X-BRACE -0 CENTER AND (2) HANDRAIL CIRCULAR CROSS SECTION DIA. DORMER BRACE DIVIDED EQUALY FROM CENTER t0 END TO BE 1314" +-1/4" OR PROVIDE EQUIVALENT INT. BEARING WALL 6 SCALE: 1/2'■,'-0" INT. 2—STORY L.B.W. 7 SCALE: 1/2'•1'-0' (R)_ATTACH MENT SCALE: 1/2'•,'_0' GABLE X—BRACING SCALE: 1/2'■I'-0' GRASPABILITI' WINDERS- MIN. 6" WIDE -s NARROW END 13 STAIR SECTION DETAILS NOTE: FOR WALLS WINO HAS FLOOR LOAD ONLY, DIOFNOTR MIN. 11" WIDTH 'v 12" FROM NARROW END SCALE: 3/4"=1'-0" INSTALL CONNECTORS. 34" MIN. HANDRAIL NGT. A R C H IT E C TS I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 r7;7 LOT: TUSCA SOUTH LOT#26 PROJECT# 1703.00 MODEL: "1755" GARAGE S WING: RIGHT PAGE: Misc. DETAILS ARCHITECT: STATE OF FLORIDA biC 2 LL DA't-h: 12/22/09 SCALE: 1/4"=1'- 0" SHEET D 5or 6