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2600 Vineyard Cir 10-1179 (a)m 99 ��9 99 F� FOR: O www. aTorbuT"tun. cu"rib CBC1252212 5850 T. G. LEE BLVD. SUITE 600 ORLANDO, FL. 32822 Teo (407)830-5200 Fax: (407)850-5300 • STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS CERTIFIED BUILDING CONTRACTOR:1* FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABV. ABOVE LAV. A/C AIR CONDITIONING LUM. W/2009 SUPPLEMENT ADJ. ADJUSTABLE M.C. • 2007 FLORIDA FIRE PREVENTION CODE ALT. ALTERNATE MFR. D.R. HORTON HOMES • NATIONAL ELECTRICAL CODE (NEC) - 2008 EDITION BD.P BOARDGE M 5850 T.G. LEE BLVD. SUITE 600 'ALL LOCAL AND STATE CODES CL CENTERLINE MTD. CAB. CABINET MIL. CLD. CEILING N.T.S. ORLANDO, FL, 32822 CLR. CLEAR O.C. CONC. CONCRETE PL TEL: (40 7) 850-5200 CPT. CARPET P.B. C.T. CERAMIC TILE PH. FAX: (407) 850-5300 *OCCUPANCY - RESIDENTIAL, GROUP R3 D. DRYER PLT. DBL, DOUBLE PLYWD. • CONSTRUCTION TYPE - VB D.G. DUAL GLAZED PR. • MIN. INTERIOR FINISH - CLASS B DIA. DIAMETER P.T. DIM. DIMENSION R. • BASIC WIND SPEED - 120 MPH (M/S) DISP. DISPOSAL RAD. •1 -STORY RESIDENCE - DP. DEEP R.A.G. • STATE OF FLORIDA • 2 -STORY RESIDENCE - MAX. HEIGHT AS PER n S. DOWNSPOUT RM. PROFESSIONAL ARCHITECT: LOCAL AND STATE CODES DTL. DETAIL R.O. D.W. DISHWASHER S.C. SPECIFIC PARAMETERS FROM FBC 200'7 CH. 3 EA. EACH S.D. JAMES CANTWELL USED FOR DESIGN INCLUDE: ELEV. ELEVATION S.H. EQ. EQUAL SHT. • CONCRETE MASONRY RESIDENTIAL EXH. EXHAUST SHTHG. AR NO. 12079 • CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. EXTERIOR SHWR. F.G./FX . FIXED GLASS SIM. • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 F.G. FUEL GAS SL. S FIN. FS A.B. DESIGN GROUP INC. D. S Q. F T. C AL C. S FLR. FLOOR STD. 1441 NORTH RONALD REAGAN BLVD. FLUOR. FLUORESCENT SWS LIVING (let) 1048 SQ. FT. FR. DR. FRENCH DOOR LONGWOOD, FLORIDA ❑ 32750 P. LIVING (2nd) 1450 SQ. FT. GA. GAUGED HK. Tel: (407) ryy ) r l4-60 f GAR. DISP. GARBAGE DISPOSAL T.O.C. G.F.I. GROUND -FAULT CIRCUIT T.O.P. Fax: (407) 774-4078 TOTAL LIVING � "-249a �Q. FT. `'� INTERRUPTER T.O.S. GL. GLASS TYP. GARAGE G 446 SQ. FT. GYP. BD. GYPSUM BOARD U.N.O. l I %-2.. H.B. HOSE BIB ENTRY ELEv. "A" 4 "1�" /' 26 80. FT• H.C. HOLLOW CORE V.P. ENTRY ELEV. "C" 4 "D" 72 SQ FT HDR. HEADER W. HGT. OR HT HEIGHT W/ INSUL. INSULATION WD. TOTAL ELEV. 'A" 4 "15" 2910 SQ. FT, u'� INT. INTERIOR WDW. TOTAL ELEV. "G" 4 "D' 3016 SQ. FT_ W/H PATIO 35 SQ. FT. W.I. OPT. COVERED PATIO 80 SQ. FT. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET ' SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON REVISIONS REV. DATE DESCRIPTION PG 11/3/08 D.R.H BASE MODEL CHANGES PG 4/20/09 R.L. REV15ION5 - REMOVE "E" 4 "F" ELEVATIONS 1A -DOWEL PLAN PLUMB -CUT OVERHANGS, RA15E BRG. HGTS. TO 1B -LINTEL SCHEDULE (CAST -CRETE) 8'-8" ON 11,4" 4 "B" ELEVATIONS 1B.1 5/01/09 R.L. REVISIONS - RAISED BRG. HOTS. TO 9'-4" 1B.2 -LINTEL SCHEDULE (PRO -CRETE) ON "C" 4 "D" ELEVATIONS 1C-FIRST/SECOND 5/3/09 5.`r. REV15IONS - LOUJERED OVERHANG AT REAR 2 -FIRST FLOOR PLAN S.G.D. TO MATCH ELEVATION5 "A" 4 "B" 1 03/01/10 CONTROL DATE (NO SHEETS AFFECTED) 4A 03/05/10 R MACDONALD ELEVATION REVISIONS 5A -LEFT & RIGHT ELEVATION "A" -REVISED ELEVATION C 4 D TO 6-8" 5RG. HGT. 6AB-FLOOR FRAMING PLAN ELEVATION "A" PG -REMOVED GRID FROM IUINDOLJ5, ID A5 "COMM. 5FECIFIC" PG 8 -FIRST -REVISED SCORED BANDS TO READ AS STUCCO, ID AS "COMM. SPECIFIC' PG 9 -SECOND -REVISED UJINDOUJ HEIGHT TO -1'-41, A.F.F. PG 03/30/10 R. MACDONALD RE:VI5ION5 PG D2-MISC. -ADDED Of=TIONAL 2ND LAV IN O. BATH SArvFORD SUIWING DEPT. 7F{ESE F' 17 FOSA"ER PERM IA PERM T�S U'EDISHOA) E ACCEPTS CpygTRUED TO BE: A LICENSE TO PROCEED IM UTHOROI�YP!NYVdHE THE WORK AND NOT A5'AET A CANCEL• ALTER. OR pROV15lONS 01 THE TECHN1CAl CODES NOFt SHA IS UANCQM I HgREAFTER REQUIRING t4TrtipetllCa� DSPT ROBS ON TNS PLANS. CONS'PRU N TON OF OR 01"ER VIOLA I Ic)MS OF TMS COD 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-FIRST/SECOND FLOOR WIND LOAD CALCULATIONS PG 2 -FIRST FLOOR PLAN PG 3 -SECOND FLOOR PLAN PG 4A -FRONT & REAR ELEVATION $$A$$ PG 5A -LEFT & RIGHT ELEVATION "A" PG 6AB-FLOOR FRAMING PLAN ELEVATION "A" PG 7AB-ROOF FRAMING PLAN ELEVATION '$A" PG 8 -FIRST FLOOR ELECTRICAL PLAN PG 9 -SECOND FLOOR ELECTRICAL PLAN PG D1 -FOUNDATION DETAILS PG D2-MISC. DETAILS PG D3 -1 -STORY WALL SECTIONS PG D4-MISC. DETAILS PG D5-MISC. DETAILS ARCHITECJS Design Group �n�. 3.441 N. KUNALU KtAUAN 13LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h 03/31/10 SCAM: 1/4"=l' -O" SHEET W ci cp Ort N a D : 0 D CoQ GO z a 8 h A 0 0 m m m Now suBDrv. & IAT: TUSCA PLACE SOUTH LC PROJECT# 1703.00 MODEL: "2408" GARAGE STf MG: LEFT PAGE: COVER PAGE ARCHITECT: STATE OF FLORIDA MAR / 2010 LL DA 03/31/10 SCAM: 1/4"=l' -O" SHEET ci Ort low GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS WIOUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 VI. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS ** I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2007 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 II. CONCRETE TILES 25 E. WIND LOAD CRITERIA I. BASIC WIND SPEED 120 MPH II. WIND IMPORTANCE FACTOR (IW) 1.0 III. EXPOSURE CATEGORY B IV. WIND DIRECTIONALITY FACTOR (KD) 0.85 V. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±0.55 ENCLOSED BUILDINGS ±0.18 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCH ITECTIENGINEER 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 ARCH ITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -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 1/2 -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9, EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE %". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/". 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.. MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1 1 ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/4 INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3'-0".FRCR506.24(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER %11 D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 11/" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER, UNO. Fb =1,500 PSI Fv =175 PSI E =1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2007 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2007.. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7116" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 518 OSB EXPOSURE -1 OR 112" CDX PLYWOOD. 112" 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 %" 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 7116" OSB EXPOSURE -1 OR 112" 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 L1360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 9, THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, Y2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. FBCR 311.2. A R C H I T E C T S Des!gn Group Inc. 1441 N. KUNALU KtAUAN ULM LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i 03/31/10V 3 31 10 SC :1/4"=1'-0" Ij;�A SHEET GN w w w w o Q 0 z cn 0 q U 0 A m SVHDIV. & LOT: TUSCA PLACE SOUTH LOT X21 PROJECT# 1'03.00 MODEL: „2498„ GARAGE SWING: LEFT PAGE: GENERAL NOTES ARCHITECT. STATE OF FLORIDA 12010 03/31/10V 3 31 10 SC :1/4"=1'-0" Ij;�A SHEET GN 1 401-011 7'-0" 4 141-011 ----- --- 3 4 — _--`� , .11_411 T II —4 1/2" —. ERTEN I `i w SLAP. 21 O 13 -31/2" =1= D1 � `n I ■ ■ ■ ■ ■ ■ I — I 411 �1/2" ■ ■ ■ ■ ■ ■ ■ I 4 13 SLAB 8 — �� ( I D1 D1 I -4 1/2" I I D 1YT EXTEND 1m m�� I ■ _ S , �`� ■ SLAB 11/2" pl .n RANGE _ ■ ■ C I 28'-411 — — 11'-S" I I '- a I 24 "X2W/3105 C ARS D 1 I 1D1 I —JjIN I I 4 1 PAS W. ON CHAIRS pl ■ I 0'-0" ELEV. J — ■ I MIN. 31 COYER0-1 ■ ■ FIN. CONC. SLAB - I— I I 121-011 13 ii OU I 0 I�------------------— — — — — — — — — — — — — ---� D1 2B O 2B 4L — L I -- ,�—"�,—�—T D1 21'-�" D1 13 E LE d AT JIL `�.r 1 �1 C & 9 D 18 -6 D1 24'-511 Ir OFT- = STUB UP- � p1 � I ,- PED. I t0 2nd 4" CON(. RE INGORGED 2B - SINK — — ��- .,� _ FLR " P_V.C. D1 24"X24"X12" CONG.PAD W/6"Xh" WIA X WIA WWM D1 rN I OPT. ,n ■ I OR F15ERMESH ON ro-MIL. _ D CHASE ■ W/3*5'S E.W. ON CHAIRS �t F�p I 1-1 4 GONG. MIN. 3 COYER (2) TYP. VAPOR BARRIER ON I _ WELL -COMPACTED f`- � — �- �. �c-� SLAB �p 14'-9" 10'-011 CLEAN TERMITE TREATED FILL OR 18'-8"F 10'-m" 2'-8° 51 511 APPROVED SUBSTITUTE, -5 1/2 m %H. /� " � I -41/2" I (RECRUIT TT SYSTEM) I EXTEND M 2 (OND., SLAB 11/2 1 4 411 m I 211 STEEL ■ \ / pl 0 O GONG. ■ I PIPE11 I -a SLAB. 01 0'-0" ELEV. I 6 EXTEND END OF PVC. I I -I'-2" 51-211 -I'-8" 1=1N. CON(. SLAEs - DI ll CHASE UP 12"ABOVE ccl I COND. CONC. PAD I I -3 1/2" I _-L- -------- 11-411 I 14'-011 v3'-4" 21'-411- EXTEN I SA � ---------`-"/ LAS 1 1/2 i D1 N co V. PORCH 4 1 w- 3 1/2 ",� I I I 13 a- '3 I I Di DI 4 -4 1/2" �t 1 CONC. SLAB ■ ■ ■ 24"X24"X12" CON(. D1 PAD W/3-05 BARS m E.W. ON CHAIRS 4 MIN. 3" COVER D1 ■ ■ _+ I � -.-------------------------------� w O N ■ --1 1/2" ii iD" 3'-SL/'I 161-011 31_011 fG/ 221-011 40'-0" . FOUNDATION PLAN ELEVATION "A" & 13 9.-1111 A/C SIMPSON WB SECURE STRAP TO UNIT ROLL STRAP GONG. W/ OR EQUAL TAP -CONS SECURE STRAP t0 GONG. SLAB UNIT W/ (2) #8x1 1/4 A1C CONNECTION 1'0 PAD DETAIL A R C H IT E C T S DesirnGrou 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a bdesigngroup.com AA #: 0003325 STJSDIV. 8a LAT: TUSCA PLACE SOUTH LOT #21 PROJECT# 1"703.00 MODELc "2498" GARAGE SWING: LEFT PAGE: FOUNDATIO PLAN ARCHITECT - STATE OF FLORIDA ZN12C79 JAWELL (PRt ' r 03/31/10 SC :1/4"=1'-0" SHEET OP'2 w w a chi w � 0 O z q U EA, 61 A STJSDIV. 8a LAT: TUSCA PLACE SOUTH LOT #21 PROJECT# 1"703.00 MODELc "2498" GARAGE SWING: LEFT PAGE: FOUNDATIO PLAN ARCHITECT - STATE OF FLORIDA ZN12C79 JAWELL (PRt ' r 03/31/10 SC :1/4"=1'-0" SHEET OP'2 DOWEL LAYOUT ELVATION "A" & 99B99 - /-------- -- -- - — — — — — — — --------------- —------------- — — — — — I -oil IN Ill - all t=E= 2'-O'• — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — h " LEVATION 99C99 & 39D99 A R C E I T H C TS C H E C Grou Des n pinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA#:0003325 i SUBDIV. & L01%. TUSCA PLACE SOUTH LOT #21 PROJMCT# 1 1703.00 MODEL. - 2498" GARAGE SWING: LEFT PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA MA 1 2010 JA CANTWELL NO 12079 DA T 03/31/10 SCALE: 1/4't=19-0110 SHEET IA o3r2 I 1 14 44 44 O ctl I L SUBDIV. & L01%. TUSCA PLACE SOUTH LOT #21 PROJMCT# 1 1703.00 MODEL. - 2498" GARAGE SWING: LEFT PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA MA 1 2010 JA CANTWELL NO 12079 DA T 03/31/10 SCALE: 1/4't=19-0110 SHEET IA o3r2 I 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 H r LuW W � m v d W � � Q O 0 4 c� w A O U z � Ik A 0 � 1p ct1, cel E: N SUI3DIY. ac IAT: TUSCA PLACE SOUTH LOT #21 PROJECT# 1'03.00 MODEL: "2498" GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (CAST -CRETE) ARCHITECT - STATE OF FLORIDA MAR 1 2010 JAMES ANTWELL AR NO 12079 PRINT DATE: 03/31/10 SCALE: 1/4"=1'-0" SHEET 1- OF21 R C H I T E C T S Groupinc. Desn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & ?SOT: TUSCA PLACE SOUTH LOT X21 PROJECT# 1703.00 MODEL: "2498" GARAGE OWING: LEFT PAGE: LINTEL SCHEDULE (WEKIWA) ARCHITECT: STATE OF FLORIDA MAR 3 2�1� JAM_E� CANfWELL AH NO 12079 DA's 03/31/10 Sc :1/4"=1'-0" SHEET I tj . 1 O3ip2 1 W W (1L Q W 4 � v A O Z 0 A Q1>1 0 Illp r�'1 cil E: cw SUBDIV. & ?SOT: TUSCA PLACE SOUTH LOT X21 PROJECT# 1703.00 MODEL: "2498" GARAGE OWING: LEFT PAGE: LINTEL SCHEDULE (WEKIWA) ARCHITECT: STATE OF FLORIDA MAR 3 2�1� JAM_E� CANfWELL AH NO 12079 DA's 03/31/10 Sc :1/4"=1'-0" SHEET I tj . 1 O3ip2 1 PRO -CRETE LINTEL SCHEDULE L INTEL NO. LENGTH TYPE ll ! 15" ELEv. 'All COMMENTS L I 17'-4' P-8X2f8'i-1CsF/IU T-10" L 2 f ° P-8X16-1G/lu 3 89 L 3 +-- .i. . P-8X16-OW11.1 14,677 L 4 Hfl P-8X16-OCs/IU section, which can be grout filled (poured) or remain empty. Masonry units may be placed on top L 5 2 , 8 0 P-8X16-OCs/lu of this primary beam element and poured with grout to form a deeper section for additional load L 6 For beam heights not shown, use tabular values for next lower height. P-8X22-RD14-0Cs/I capacity (steel reinforcement may also be added). FOYER 1 yLIVING= 1 1 Jd � 1 � \1 1 �_ i i PORCH I I r1 @,ELEVATION "C" & "D" � C> ELEVATION "A" & "B" PRO -CRETE LINTEL SCHEDULE 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 r and longer than 17' 0" meet or exceed 1./180 deflection ratio. All other lintels meet or exceed i_/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: FNominal Width Dimension (inches) P-8X20-iG/2U A Feld Placed #5 Bar(s) Reinforcement (U = Uplift or G = Gravity) Nominal Depth Dimension (inches) P = Poured Grout; E = Precast Only (Empty) For Door Headers, depth shall be designated by a 2" reduction in nominal depth and the letters 'RDH' will be added after the nominal width. Untel Product Description Nomenclature CONCRETE LINTEL PROPERTIES AND SPECIFICATIONS: E -8X8 'Nk8X8-0G III8X1_2_-0GFP-8X_16-0G P -8X20 -OG I P -8X24 -OG j .9 Applied vertical load + Applied horizontal load < 1.0 T-10" PRODUCT DESCRIPTION: f ° Safe vertical lead Safe horizontal load 3 89 A steel reinforced concrete beam designed to be placed above an opening in a masonry wall. The +-- .i. . Field -Poured grout 14,677 primary element is a steel reinforced high strength precast concrete beam with a U-shaped cross- ALLOWABLE LOAD TABLE NOTES: 3'-6" section, which can be grout filled (poured) or remain empty. Masonry units may be placed on top ECAST2\18 2 , 8 0 1,947 of this primary beam element and poured with grout to form a deeper section for additional load 1. For beam heights not shown, use tabular values for next lower height. 8,467 capacity (steel reinforcement may also be added). 2. For beam lengths not shown, use tabular values for next longer length. (48") Feld placed Gravity Reinforcement ("G') 3. Load ratings assume end bearings provided conform to ACI 530 and ACI 318. Precast section (reinforced MATERIAL SPECIFICATIONS: 4. Load ratings are expressed as uniformly applied in pounds per, linear foot. Width 8151S 5. Composite beam loads assume matching top and bottom field -placed steel reinforcing. PRE ST 1. Precast, non -prestressed lintel for 8" and 12" CMU construction; 3,500 psi (Fc) 6. Load ratings are net capacity (beam dead load subtracted or added as appropriate). 898 2. Precast, prestressed lintel for 8" CMU construction: 6,000 psi ft) 7. Uplift ratings assume placement of 1 #5 vertical reinforcing bar in each beam end 7,188 3. Grout compressive strength 3,000 psi (Fg) per ASTM 0476 with maximum aggregate size (64") continuous to within 2" of the top of beam with hooks into filled cells. 1,166 of 3/8" and ra slump range from 8" to 11". 8, Lateral load ratings assume grout filled cells at each end of the beam span with a 3,985 4. Concrete masonry units shall conform to ASTM C90 with a minimum 1,900 psi net area aw 1,226 2,749 minimum of 1 #5 vertical bar. 5'-10" compressive strength, 9, Tables may be used for concentrated loads by translating the applied moment into an 733 5. Steel reinforcement in precast lintel: ASTM A615, Grade 60, 2 028 equivalent uniformly distributed load, 4448 6. Prestressing strand in precast lintel: ASTM A416, Grade 270, low relaxation. 10. Tabular values assume a 61h" bearing at each end. Reduce tabular values by 200/0 for a {78") 7. Steel reinforcement added in the field: ASTM A615, Grade 40 or 60. 907 4" bearing. 982 8. Mortar: ASTM C270. Tvne M or S. 11. When Grade 40 reinforcing is used, tabular load ratings must be reduced by 200/0, 3 666 GENERAL STRUCTURAL NOTES: 3 770 __ -___ 2,389 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 r and longer than 17' 0" meet or exceed 1./180 deflection ratio. All other lintels meet or exceed i_/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: FNominal Width Dimension (inches) P-8X20-iG/2U A Feld Placed #5 Bar(s) Reinforcement (U = Uplift or G = Gravity) Nominal Depth Dimension (inches) P = Poured Grout; E = Precast Only (Empty) For Door Headers, depth shall be designated by a 2" reduction in nominal depth and the letters 'RDH' will be added after the nominal width. Untel Product Description Nomenclature SAMPLE SELECTION FROM A OW R F LOAD TABLES: '- "-I Product Description: P-8X20-OB/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 'Nk8X8-0G III8X1_2_-0GFP-8X_16-0G P -8X20 -OG I P -8X24 -OG j .9 Feld placed masonry units T-10" (34") f ° Field Uplift Reinforcement ("U") 3 89 7,319 +-- .i. . Field -Poured grout 14,677 4 214 7,552 10,005 12,457 nl F 3'-6" (42') ECAST2\18 2 , 8 0 1,947 351 5,792 Field placed masonry units 8,467 y Feld -Poured grout 4'-0" (48") Feld placed Gravity Reinforcement ("G') 1,71 s Precast section (reinforced L ®. 0 per typical specifications) Width 8151S SAMPLE SELECTION FROM A OW R F LOAD TABLES: '- "-I Product Description: P-8X20-OB/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 'Nk8X8-0G III8X1_2_-0GFP-8X_16-0G P -8X20 -OG I P -8X24 -OG P -11S I P -8X12 -1G I P -8X16 -1G P -8X20 -1G P -8X24 -1G T-10" (34") PRECAST 2,887 3 89 7,319 9,772 12,224 14,677 4 214 7,552 10,005 12,457 14,910 3'-6" (42') ECAST2\18 2 , 8 0 1,947 351 5,792 7,129 8,467 2,175 4rX9 6,983 8,721 10,438 4'-0" (48") PR CAST 1,71 1,136 305 3,976 4,895 5,813 1,187 3,259 S,220 7,114 8151S 4'-6" (54") PRE ST 1,460 965 2 192 898 3,567 4,236 008 2,349 4 5 660 7,188 54" (64") PREC:A 1,166 '122 1,191 2,61N 3,985 5,350 aw 1,226 2,749 5 479 5'-10" (70") PRECAST 1,040 733 1 061 2 028 3 238 4448 764 1,092 2 143 3 353 4 563 6' 6" {78") PRECAST 907 692 982 1 275 572 3 666 720 1 010 1 582 2 676 3 770 I 8 INCH LINTEL (44") UPLIFT LATERAL 1,989 4,771 P -8X8 -1t1 P -8X12- U P -8X16 -1U P -8X20 -1U P -8X2 lU P -8X28-10 P 8X32 1U E 8X8 P 8X85', ADDED LENGTH TYpE E -8X8 P -8X8 -2U IP -13X12 -2N P -8X16 -2U P -8X20 -2U P -8X24 P 8X28 -2U P 8X32 2U 2'-10" (34") PRECAST 3,533 4,074 8,203 11,335 14,294 17,253 \20,212 211 3,487 3,487 10,396 4,074 8,203 Nal,335 14,294 17,253 212 23,171 T-6" (42") PRECAST 2,571 1,944 4,845N74 1,411 10 059 12141 14 3 16,305 2,525 2,525 5,451 1944 4,845 10 059 12 141 14 16,305 PRECAST (48") PRECAST 2,138 1 256 3 404 PRECAST 8 150 9 943 11 64 13 3534'-0" (116") 2,09'2 3,743 1256 3 4048 150 9 943 11 648 13 3532,092 4' 6" (54") PRECAST 1,832 1,079 2 4106 _ 2,980 427 8 426 9 871P31,24', 3151,642 N/A 1,642 2,727 1079 2 410 6 427 8 426 9 871 15099 N/A--- (64") PRECAST 1,481 PRESTRESSED 1 368 _____________ 286 4671 6 056 7 1091S-4" 1,951 __ -___ 2,389 1,436 1,763 899 1 455 34 i 99637.5'-10" N/A (70") PRECAST 1 1,330 8081-,232 MA --------- 1,606 N/A---- 1,968 3 810 4 89 5 73958 N/A------ 11285 1,285 1,411 8D8 1,308 2,332 3,810 5187 6,764 6-15" (78"} I PRECAST 1,027 734 1-1115 I 1 491 1 3,038 3,808 4 470 5,131 I 1,127 1,127 I 1,085 734 [.221 1,604 3.038 4,376 =,715 % 054 INCH RECESS LINTEL LATERAL -- LENGTH TYPE E -8X6 -RDH P -8X6 -RDH ADDED #5's 3'4" (44") PRECAST 1,989 1,989 4,771 4'-0" (48") PRECAST 1,761 1,761 3,743 4'4" (52") PRECAST 1,5B1 1,581 3,014 4'-6" (5111) PRECAST 1,504 1,504 2,727 (176") (68") PRECAST 1,121 1,121 1,516 T-10" (70") PRECAST 1,081 1,081 1,411 6-8" (80") PRECAST 920 920 1,021 T -0" (84") PRECAST 868 868 909 7-6" (90") PRECAST 801 801 773 9'-8" (116") PRECAST 598 598 432 8 INCH LINTEL GRAVITY E -8X8 P -8X8 -OG ------------- P -8X8 -1G P -8X12 -OG --- -------- P -8X12 -1G I P -8X16 -OG ------------ P -8X16 -1G P-8X20-QG ------------- I P -8X20 -1G P -8X24 -OG ---- -------- I P -8X24 -1G P -8X28 -OG - ----------- P-8X28-iG P -8X32 -OG ------------- P-8X32-iG P -8X32 -1U -P-8X32-2U LENGTH TYPE 228 N/A N/A 219 N/A N/A I 198 N/A ' T-10" 1 (34") PRECAST 14'-8" (176") PRESTRESSED N/A -� N/A __ - _____NLpI _____N(A---- N/A --1,992 - Na --..._. --2,644 NzA......... NSA---- 14'-B" (176") PRESTRESSED N/A 399 772 1 327 _____________________ 977 1,356 3,233 3,478 4,351 ....... 5,792 7,129 -�-8,721- - 8L467 --------- N/A NJA 502 A ___., N/A N/A 15'-4" (184") PRESTRESSED N/A 365 701 __---NIA--__ 1,285 _____�f --_-.____!��A 1,835 2,436 _ 2,980 3,205 ' (208") PRESTRESSED N/A NSA---- N!A---------- N/A N/A--- NLA------------------- 773 ---1294- - 1TA" 1 (208") PRESTRESSED N/A _____________ 286 ____ 562N/A --__ - 1,025 -- ---_____..___.______- 1,466 1,951 __ -___ 2,389 2,565 19'-4" I 232" PRESTRESSED N/A N/A 231 N/A 457 N•(A---------- 840 NJ_A.._._...__. 1,205 MA --------- 1,606 N/A---- 1,968 ---_ N/A 2,111 21'-4" i 256" PRESTRESSED N/A------ N(A..__NIA.___ 189 378 __.. N/A_--_ 701 N/A 1 Q09 N/A......... 1,348 1,653 1,771 22'--0" 1 264" PRESTRESSED N/A N/A __ 168 ----------- _______N/A 339 ---------- 632 N1!A......... 912 NLA_ 1,219 N(A 1498 NIA 1,603 (288") PRESTRESSED N/A N/A -------------- N/A ---------........---------- N/A N/A ---------------------------. N/A[E] __._ f,'124 _._._f______» _--_ 232 382 552 119 246 468 680 914 PRESTRESSED 1 200 LATERAL E -8X8 P -8X8 ADDED #5`s N/A UPLIFT 8INCH LINTEL E 8X8I1_E-P-8X8-2U 8X8-1U - P -8X12 -1U -P-8X12-2U P-8X16-1UtP-BX20-2U +P-8X16-2u2 P-BX20-1U P -8X24 1U P-8X24-21 P- 8X28 -1U P-8X2&ZU P -8X32 -1U -P-8X32-2U LENGTH TYPE 228 N/A N/A 219 N/A N/A I 198 N/A ' T-10" 1 (34") PRECAST 2,887 3 893 --___1____»__. 7 319 ,-.---L__------ 9 772 ,_.___L -------- 242---- 332____ 524 682 848 988 14'-B" (176") PRESTRESSED N/A _».- 248 ____ 396 _____________ 672 _____________________ 977 1,356 1654 _ 1893 4,351 ....... 5,792 7,129 -�-8,721- - 8L467 --------- 226 309 502 641 782 919 1 066 15'-4" (184") PRESTRESSED N/A _ _____ _ ___.___________________I___ 231 370 --- 616 ---------.____.___-_______._.__-______---- 912 1,243 1,587 -_--(----_-- 1,812 17'-4" (208") PRESTRESSED NIA------ ---194-�- - 261__ - r 424 -- -- 548 - 652 --1024-- 773 ---1294- - - 868 8,515 9,916 11,317 ' 4'-6" (54") PRECAST 301 569 757 2 898 3 567 ._._-__ 1,464 4 905 __.__�__,___--__- 5 574 8,418 91.7 165 231 354 458 578 655 762 9,553 (232") PRESTRESSED N/A _____________ 169 _____________ 259 _____________ 435 __________ ___________ 632 _____ 851 .._ .-______ 1 109 _____________ 1,237 , __.._ .___. 5L419_--__ 1,700 2,958 141 197 312 402 501 582 663 21'-4" (256") PRESTRESSED N/A 142 _--_ 232 382 552 732 924 1,052 22'-0". (264") PRESTRESSED N/A ,_..,.138____ ---_-194____ 301 384 473 562 632 692 -------------- 982 --------------,_____1._______._____L._______._____L________._--__L____----.--- 1,275 2,572 140 225 356 513 691 875 1,004 24'-0" (288") PRESTRESSED N/A -___ 125^--_ ____ 181_-__ _-_ 256 344 431 501 572 1068 1,694 2,602 3,509 128 203 321 472 608 762 864 LATERAL E -8X8 P -8X8 ADDED #5`s N/A 382 N/A N/A 365 N/A N/A i 312 N/A N/A e 267 N/A N/A 228 N/A N/A 219 N/A N/A I 198 N/A If DRISCOLL ENGINEERING, INC Past Office Box 357577 Gainesville, Florida 32635-7577 Phone: (352) 331-1513 Fax: (352) 333-6996 EB#8690 8 INCH LINTEL GRAVITY 8 INCH RECESS LINTEL S -- E-8X8__P-8X8-0GJ.. P -8X8 TGr P-8X12-0G P-8X12-1G P -8X16 -OG -P-eX16-113 1..tRRq-OG P-8X20-1G P -8X24 -0G -P-8X24-1G- P -8X28 -0G "P -8X28-] Gr' P -8X32 -OG -P -6X32 -1G- LENGTH TYPE LENGTH TYPE -1G P -8X22 -RDH -1G P -8X26 -RDH -1G P -8X30 -RDH -1G TYPE i ' T-10" 1 (34") PRECAST 2,887 3 893 --___1____»__. 7 319 ,-.---L__------ 9 772 ,_.___L -------- 12 224. ------t____»__.____-.=--_____._____ 14 677 17 130 -___-_ 19.582 _ ----------- _-____-_-4,219 12,292 ____ 13,954 __(_.______-- 5,195 4,219 7,552 10,005 12,457 14,910 17,363 19 B15 3'-6" (42") PRECAST 2,080 - _1,947 - 4,351 ....... 5,792 7,129 -�-8,721- - 8L467 --------- 91.805 -------- Xt,142-__ --___f01B12 __-- -----12,240�_�w 4,239 - 2,175 4,579 6,983 3 403 16,438 12,155 13,673 ' 4'-0" 1 (48") PRECAST 1,717 1 136 ---__1___-----,-----1---,-------------•---._1._______._____1.________. 3 058 3 976 4 895 5 813 6 731 _ .:. _ _,_____L______ 7 649 9 278 ........... -«9,65410,899--- ----- 10f777 3,492 1,187 3,259 5,220 7,114 8,515 9,916 11,317 ' 4'-6" (54") PRECAST 1,460 965 ------------ 2,192 -----L._______,--_--L_.-_-_--•-----L.___ 2 898 3 567 ._._-__ 4 236 L_ ____-..._____L___-. 4 905 __.__�__,___--__- 5 574 8,418 91.7 4'-6" 1 (54") 1,008 2,349 4 004 5,660 7,188 8,371 9,553 ' 5'-4" 1 (64") PRECAST 1,166 822 -" -857 -- 1 191 - 1 _ 2 619 2 _ 3 985 . - - 5 350 - 6 646 - 7,559 , __.._ .___. 5L419_--__ 1,700 2,958 226- 749- 4l1 51.479 &L846 7---7 5'-10" 1 (70") PRECAST 1 040 ___- 733 _ '--'____1,092 1,061 - ___s82$_ __.____a238_-__ 974 _-- 4,448 _____ 2,773____ 3 623 ...........4_,473 1 ____ 5L045_---_ 1,538 764 3,958- 2,143 3,353 4-563__ 5/772 6,982 ' 6'-6" 1 (78") PRECAST 907 692 -------------- 982 --------------,_____1._______._____L._______._____L________._--__L____----.--- 1,275 2,572 3 666 4 759 5 853 _ 524 3 651 1120 720 1010 1 582 2 676 3 770 4,863 5,957 - T-6" 1 (9011) PRECAST 760 582 824 1068 1,694 2,602 3,509 4,417 2(969------------ 3,252__--_ 7-13" (8411) , 605 847 1,092 1,780 2,688 3,595 4,503 8'-6" 1 (102") PRECAST 702 502 --- ,------- 711 ------ --- 92 -------- T_r-------- 1,131 .11.846-------- ___ lEi--------- ___ •-____ 2.561 _____ ------------ - 969 522 522 730 940 1,151 1920 2,695 3 471 ' 9'-4" (112") PRECAST 582 451 -_____ _. 637 ,.. »._ _ .. 825 , ._ -.-» .» 1L013 _»--- -------- 11.203 ------------- --_ _ 1,254 _- r 1,538 - 529- 719 468 655 843 1,031 1,221 1 2,123 2,814 10'-6" (126") PRECAST 506 ---- 394 -__- --___557 --_-•--------------.__ 721 _ 8B5. __ -----__-. 1 049 ____1.________.--___L_ 1 215 __.__ z 046 _____!________ 318 503 503 527 707 410 573 736 900 1065 1503 2,103 ' 11'-4" 1 (136") PRECAST 461 411 ___.. ._. 563 ,_ ____________...____________ 714 867 .___._._______.. 1020 •._,.__L_______ -.__L 1174 1719 •-----_---_- -- i ___11227-. 1,570 361 426 577 729 881 1,034 1,188 1,773 _ 12'-0" (144") PRECAST 431 411 ______________ 563 ,__-_ ______ __ 714 ,____-_____,___ 867 ______________.,.___L________ 1020 1174 _____1._____.,_._.___L__-_-___ 1719 (176") PRECAST 187 426 577 729 881 1,034 1,188 1,773 13'-4" 1 (160") PRECAST 340 386 ----- ________.,._.,__..._......__-_,-___________.._,-----___------.____--------__.----_1._..__.__._____c____._._ 527 670 812 955 1099 1244 _ 603 891 -- 729 _ �_1,Q55 _,. 854 _ 1,219 399 541 683 826 969 1 113 1,258 ' 14'-0" (168") PRECAST 285 343 ---_____------ 469 .-------------- 595 •---_____---_-- 722 •-------.___ 849 .---- _-___ ___ 976 _______.__ ---- 1 104 -____L_____--- 355 481 607 734 861 988 1 116 141-8" (176") PRECAST 239 325 444 564 684 804 924 11.045__-_ 337 456 575 695 815 935 1,056 ' 15'-4" 1 (184") PRECAST 202 309 ___ -________._«____________,______________.___.,_________-.-----_________,__________----•--_--f______-- 422 536 649 763 877 992 320 433 547 660 774 888 1 003 8 INCH RECESS LINTEL S -- UPLIFT P -8X10 -RDH -OG 1 -- -8X6 P -8X10 -1G E -8X6 -RDH P-8X6-RDH-1U ___.. P -8X6 -RDH -2U P -8X10 -RDH -1U _____---- P -8X10 -RDH -2U P -8X14 -RDH -1U I P -8X14 -RDH -2U P -8X18 -RDH -1U I P -8X18 -RDH -2U P -8X22 -RDH -1U I P -8X22 -RDH -211 P -8X26 -RDH -1U _-_ I P -8X26 -RDH -2U P-8X3b-RDH-1U P-8X30-RDH-21LI LENGTH TYPE -1G P -8X22 -RDH -1G P -8X26 -RDH -1G P -8X30 -RDH -1G TYPE i 967 3 898 ' 3'-8" 1 (44") PRECAST 2,027 988 ________________________ 3 045 _ ________,_.__.._..__L_________ 5 665 8,36s _------L-____ _ _ 10 354 ____„__L_____-___.__--------__--___ 12,292 ____ 13,954 __(_.______-- 5,195 -__---- 7,313 -------r____--__---•----__-� 8,910 988 4,297 5,665 8,365 10,354 12,292 1319S4 „ „ 1'-0" (48) PRECAST 1,799 881 ------------------------- 2 411. r ______ 4,607 .______-_________ _._______--__ 6,980 ---- ------91107__-__ --___f01B12 __-- -----12,240�_�w 4,239 - 6 200 7 815 881 3 403 4 607 6 980 9,107 10,812 12,240 `796 9' 4" ; (52") PRECAST 1,619 "__ .--- 1,962 ----2,704---- 3,780 -----3,780'--- 5,727 --- -5897_ .« ' _- - 7 503 8,014_-- 9 278 ........... -«9,65410,899--- ----- 10f777 3,492 5,238 6,959 796 9,453 4'-,6" 1 (54") PRECAST 1,229 - _726 2,228 _.2 2(5fi3_ __-- ------ 222a __ -----31901 -_____ 760 ,----------- 3^43.1«-„__ s11�8-_--- PRECAST 8,418 91.7 4'-6" 1 (54") PRECAST 1,542 760 2,409 3,431 _ 5 440 --_---6,808 7,448 9,165 ........ 10,332 I599 3-8" 1 (68") PRECAST 1,008 -- ---------------•-_--- 11038 __-_- -----11.507----- ------2-965_____ ._____3 876 r , __.._ .___. 5L419_--__ 1,700 2,958 4,215 599 1,273 1 507 3,324 4,858 6,392 7,649 5' 10" (70") PRECAST 941 580 974 11.458--_-- _____ 2,773____ 3 623 ...........4_,473 562-�-�- ____ 5L045_---_ 1,538 2,748 3,958- 580 1,231 1,458 3,088 4,565 6,042 7,242 6' 8" 1 (80") PRECAST 214 517 733 -----11.264----- �___«-2,055_ __ _____21679___._._____3,304 524 3 651 1120 1973 3,031 517 1,083 1,284 2,210 3,506 4,801 5,820 1 i 691 _.___.,.._____.�.._____..___.___---_J--__-----_.__-_--_t__._ 2 683 3 675 664 11.217............ 11.563_ 21409 2(969------------ 3,252__--_ 7-13" (8411) , PRECAST 195 ___._...491_ 491 1,026 1 217 1 563 _ ------------ 3,110 4,328 5 268 71-6" (90") PRECAST 171 457 ____________ ____._ 580 _---.------_--- 1 130 -------c_.__-__-- 1 452 -_-----1____-____ _- -_-_z1Q79 _____ •-____ 2.561 _____ ------------ - 969 1215 2,234 457 951 1,130 1452 2,600 3,717 4,557 9'-8" (116") PRECAST 113 ,- 358 __-- - __-- 370 - 810 _- � _ 969 __-- _ 1,254 _- r 1,538 - 529- 719 906 1081- 358 594.............. 872-.--_ 1,122 f 371 T_E6 2,495-- 8 INCH LINTEL GRAVITY 8INCH UPLIFT P -8X10 -RDH -OG 1 -- -8X6 P -8X10 -1G P-8Xi4-RDH -OG P P -8X18 -RDH -OG P -8X18 -RDH P-8X22-RDH-OGP-8X26-RDH-OG P -8X12 -1U ----------- P -8X12 -2U P-8X30-RDH-OGE-8X6-RDHP-8X6-RDH-OG LENGTH TYPE _ w P -8X28-10 ------------------ P -8X28 -2U P -RDH -1G -RDH -8X14 -RDH -1G -1G P -8X22 -RDH -1G P -8X26 -RDH -1G P -8X30 -RDH -1G TYPE i 967 3 898 4 483 5 654 =-----___-- 6 824 7 995 9 166 T-8" 1 (44") ___ PRECAST 1,636 _______ 967 _L____ 4,078 __(_.______-- 5,195 -__---- 7,313 -------r____--__---•----__-� 8,910 _____ ____ 10,507 __---__r ____ 12,104 4'.-0" (48") PRECAST 1,445 854 3,058 _31.517_- 4,435 _---5,354 - ------6,272- ............ 7,190--__-, PRECAST 2,571 __ 1L944-__ 1,944 854 5,-M 4,239 - 6 200 7 815 9-1-2-1-6 10,616 (52") PRECAST 1,294 764 ________________ _ 2,463 ________(__________ 21 833 _........_.__.__.__ 3 572 (__ ---------- 4 312 �_ 5 051 ___J _..,.-___-_ 5 791 _______.L________.._ W --11,648 .._, __ 11648 13,353 ---___--__-- 13 353 764 2,619 3,492 5,238 6,959 8,206 9,453 4'-,6" 1 (54") PRECAST 1,229 - _726 2,228 _.2 2(5fi3_ __-- ------ 222a __ -----31901 -_____ __-__-41571 ............. -,---- _ 514" (64") PRECAST 7211 349_____ 3,177 4,832- 6,488 7,780 8,962 [^ (� ' 5' 8" 1 (68") PRECAST 908 582 ___________________ 1 134 ____L_____----. 1 700 _-______(____-----. 12 58 -_.______----__ 4 215 _----__ L __.____.__ ____51322_____-.------61107------ 11.232 --1 308 21.332 2,332 5L$�:4 _. 3,810 41$89 - 5,287 582 1,134 1,700 2,958 4,215 5,473 6,730 5'-10" (70") PRECAST 875562 -+�-W 1,092 ------ _-_-__ 1,518__-_ --------- 2(748 ------- ..... 1258 __.-.._. _»_41955 - 4955 ----- _--_--5,686 ----------- _ 1,085 7-6„ 562-�-�- 1,092 1,538 2,748 3,958- 5,168 6,3.77 6'-8" 1 (80") PRECAST 740 524 978 ,___ _ __ 1 120 _..__-_.,(:.....,.,..,., _ 1 973 __________________ 3 031 ,__ - _ � .____..,.___ 4 088 ___.� _ __ __.__-----' 5 146 ------ _»_ 624 1,042 1 367 524 978 1120 1973 3,031 4,088 5146 '7' -0" 1 (84") PRECAST 696 494 ------------ -- -- 921 --.__,....._-_______ 1 054 _______-(____------,------__(_. i 691 _.___.,.._____.�.._____..___.___---_J--__-----_.__-_--_t__._ 2 683 3 675 4 667 ...... 2,867 ____ ______ 4 184 _ 823 823 494 921 1,054 1,691 2,683 3,675 4,667 7'..6" I (90") PRECAST 639 455------- -------847--- ___ 969 _:1(215 2 234------.----3,142------•-••_ 4,049__ 495 455 847 969 1215 2,234 3,142 4,049 (116") PRECAST 336 - ___ _ 338_ _-- _---_ 629 ____ __.._ 719_-__-- __---_ 900 ___-- _ _____ 1,081 ___ __ _ 1,596 __-,_ -1 _ _ 21259 _ - 1,364 _-_-----_-.- 1,429 ___1,593 _________ 1,661 ____ 11884-- 2,606 338 529- 719 906 1081- 595 2,259 8INCH UPLIFT LATERAL. SIC E -8X8 P -8X8 -1U -------------- P -8X8 -2U P -8X12 -1U ----------- P -8X12 -2U P -8.X16 -1U ------------ P -8X16 -2U P -8X20 -1U ------------ P -8X20 -2U P -8X24 -1U ,.----------- P -8X24 -2U P -8X28-10 ------------------ P -8X28 -2U P-BX32-1U ------ P -8X32 -2U E-8X8 P -8X8 ADDED #5's _LINTEL -- - - LENGTH TYPE 2'-10" 34" ( ) PRECAST 3,533 -_4,074___ 4,074 __81.203___ 8,203 11(335-_ -11,335 _ 141.294-- 14 294 --17L253__ 17,253 ,_261.212__ 201212 __23,171 23,171 3 487 ` 3 487 ' i0 396 , 3'-6" (42") PRECAST 2,571 __ 1L944-__ 1,944 __ 44845 -- 4,845 -� 7 747_ 7,747 �^ _101.059__ - 10,059 --121.141-� 12,141 ,� 141.223-« 14,223 __ 161305 - 16,305 2,525 2,525 5,451 (48") PRECAST 2,13B 1,256 ------_____.,_-----------•----L-__-_ 1 256 3!404 3 404 5 777 __ 51777 ___8,150 -- 8 150 _ _-91943 -- 9,943 --11,648 .._, __ 11648 13,353 ---___--__-- 13 353 2 092 2 092 3 743 ' 4'- 6" (54") PRECAST 1 832 ' --1,079- __._______-___,.----__-_--- 1,079 2,410 2,410 4,419 _ 4 419 __ 61.427 __ 6,427 81426 __ -__. 8,426 _._9,871 ..__ _._ ....... 9,871 11,315 11,315 1 642 1 642 2 727 ' _ 514" (64") PRECAST 1,481-- 899 899 -1L368-__.__ 1 455 3 009 4 671 ~6,334 _._71109-- 7,996 ---81161-- 9,379 1,436 1,436 1,763 5-10" (70) PRECAST 1,330 _ 808 808-�-- 11.232 --1 308 21.332 2,332 5L$�:4 _. 3,810 41$89 - 5,287 __5 _,7�g __ 6,764 __6 586__ 8,242 1,285 1,285 1,411 6'-6" (7B") PRECAST 1,027 734 ----_ 734 1115 1,221 1,491 •---_L___,___ 1,604 3 038 ___- 3,03W •--- 31808 4,376 _-,41470 -_ - 5,715 _-_ 5,131 _- 7,054 1,127 1,127 1,085 7-6„ (90„) PRECAST 634 624 - 951 - - -- 1275 - ! - __ 2,025 _ - - 2,774 - _-_3,255 ^ 3,736 - ry 951 .951 773 �U 624 1,042 1 367 2,025 3,142 1 4,259 51376 81-611 (102) PRECAST 427 545 ..___-,------.------------.____L______ 545 833 913, 1 118 1,197 1 401 ____L__-__-- 1,483 2,129 __ ,_____ 2,266 2,498 ..._'_ _ _ 3 225 2,867 ____ ______ 4 184 _ 823 823 579 (112") PRECAST 323 495 756 -1L016 ....... 11.274 _- -_-1,531_-. --_2,065 _ 2,370 _ 667 667 468 495 829 1,088 1,347 1,607 2,568 3,427 _ 10' 6" 126" ( ) PRECAST 230 440 ________ ._..__ 440 :672 _._____.-----------. 738 904 968 __ 1L135�-- 1198 1,364 _-_-----_-.- 1,429 ___1,593 _________ 1,661 ____ 11884-- 2,606 - 512 512 359 _- 11'•-4" (136") PRECAST 376 421 __ - -595 - 421 y 584 -__---------_ 747 794 .-----_-_ 962-�� 1,004 _._._»... -- 1,179 1,214 ____ -- 1-,.3-9..6 i 424 1_______ --1 614 1 633 .___ J __ ___ 2 221 595 303 12`-0" 144" PRECAST 318 503 503 527 707 -. 717 911 _-- 906 1116 ___11095._ 1321. __ 1,2-- -- 1,527 -- 1,473 __ 1,734 510 512 267 (160") PRECAST 238 360 "360-- 440 --640-� --598--�� 825 755 -1,011- 912 ....... 1197 11070'- 1,383 ___11227-. 1,570 361 361 212 1=1.13 „ „ (168) PRECAST 210 344 ----------------------- 406 -•- 612 551._897 789 967 842 1,144 _.�87.__ 1,323 ---1 132-_ 1 - 1501 309 309 191 IT-8" (176") PRECAST 187 329 329 378 587 512 757 646 927 781 1097. 915 1268 1,050---- 1440 265 265 173 PRECAST 168 .__„ 316--_- 316 -�- 353- ........ 564 478-___ 727 _ 603 891 -- 729 _ �_1,Q55 _,. 854 _ 1,219 _ 979 1,384I -T 230 229 157 ARCH IT EC TS Deson Grounc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 SUBDIV. ' de LAT: TUSCA PLACE SOUTH LOT #21 PROJECT# 1"703.00 MODEL. - "2498" GARAGE 8 WING: LEFT PAGE: LINTEL SCHEDULE (PRO -CRETE) rARCHITECT- . ATE OF FLORIDA MAR 3 1 DA 03/31/10 SIC :1/4"=1'-0" SH3ftT W � . 2 or2l] W V v Q � O h Q Q �U q QL A � � -a SUBDIV. ' de LAT: TUSCA PLACE SOUTH LOT #21 PROJECT# 1"703.00 MODEL. - "2498" GARAGE 8 WING: LEFT PAGE: LINTEL SCHEDULE (PRO -CRETE) rARCHITECT- . ATE OF FLORIDA MAR 3 1 DA 03/31/10 SIC :1/4"=1'-0" SH3ftT � . 2 or2l] 10 O O 3050 -SH 4050 -SH 3050 -SH FIRST FLOOR 1 I� II o. BATH 0�WI 0 va 1 COPT. OWNER'S BATH U fil 3050 -SH 3050 -SH EGRESS EGRESS 12 7D OR 120 MPH WIND FOYER \ LIVING 1 I 8 35-sH 6 PORCH I I r. ELEVATION 99C99 & 99,D99 o mommumomm COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSM FOR 3 SECOND GUM CALLi SOUARE FOOTAGE WINDOW SIZE AND TYPE ZONE W MPH WIND REMARKS 120 MPH WIND 1 112 16'-0 X 1'-0 GARAGE DR. 5 18.3/ -22.4 21.8/ -26.1 2 33 50(08 S. G. D. 4 20.2/ -22.0 24.0/ -26.3 3 1� 25 -SH 4 21.1 / -22.9 25.1/ -2'1.3 4 1-I 25 -SH 4 21.1 / -22.9 25.1/ -27.3 524 35 -SH 4 20.6/ -22.4 ��rrrrir 24.5/ -26l 6 20 3068 DR 4 20.8 / -22.6 � v 24.x/ -26.9 -� 16 3050 -SH EGRESS 4 21.2/ -23.0 252/ -21.4 "IA 10 2050 -SH TEMP. 4 25.8/ -28.0 8 16 3050 -SH EGRESS 5 21.2/ -28.0 252/ -33.3 9 16 4050 -SH EGRESS 4 20.8/ -22.(0 24.1/ -26.9 10 16 3050 -SH EGRESS 5 21.2/ -28.0 252/ -33.3 11 16 4050 -SP EGRESS 4 20.8/ -22.(0 24.-1/ -21&.9 12 16 3050 -SH EGRESS 4 212/ -23.0 252/ -21.4 WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA BUILDING CODE, 200-1 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 CATEGORI' = B MEAN ROOF HEIGHT=LESS THAN 30 FT. FOR AN ENCLOSED BUILDING 2'-4" 11'-411 21-41 ZONE 5 p = +21.8 / -26.55 ZONE 4 Q p = +21.8 / 44.0 ,- PERCENTAGE OF AREA WITHIN ZONE 4: A4= 11.33= 16=0.71 ft2 PERCENTAGE OF AREA WITHIN ZONE 5: A5=4.66- 16=0.29ft2 AVERAGE POSITIVE PRESSURE ON GARAGE DOOR: p=21.8(0.9)+21.8(0.10) = 19.62 + 2.18 = 21.8 psf AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR: p = -24,0 (0.71) + - 26.55(0,29) = -17.05 + (-7.7) = -24.75 psf. AVERAGE GARAGE DOOR PRESSURE: p=21.8/-24.8 ARCH IT EC TS ,Des! G ..0!. LONGWOOD, FL 32750 PH: 407-7746078. FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 a - i 8U'EDIV. & IAT: TUSCA PLACE SOUTH LOT #21 PROJECT# 1"703.00 MODEL: „2498„ GARAGE 9iNG: LEFT PAGE: FIRST / SECOND WIND LOAD CALCULATIONS ARCHITECT - STATE OF FLORIDA MAR 3 1 1D D ; 03/31/10 s :1/4"=1'-0" 8 ET ic OF21 w d) w > Q � v w Q O Z O 4 z A a e m � m m 8U'EDIV. & IAT: TUSCA PLACE SOUTH LOT #21 PROJECT# 1"703.00 MODEL: „2498„ GARAGE 9iNG: LEFT PAGE: FIRST / SECOND WIND LOAD CALCULATIONS ARCHITECT - STATE OF FLORIDA MAR 3 1 1D D ; 03/31/10 s :1/4"=1'-0" 8 ET ic OF21 I H5 11 101 -all 161_�{II FAMILY ROOM I " r 8 CARPE ) �n 281--111 111 -all 101_011 51_x11 31-011 811 -all J C� .31 CCLS:-� L.B.W. — — W. 5TM. OF HDR 2-6 �? +� '11-4" A.F.F. m iv STAIR DATA b 16 TREADS 6 S.5 " e if 9 i N 401-011 11'-5" PATIO i' -0"x5'-011 5068 S.G.D. — — -� I ---- O-0 ---, 1 DINING 3 4 I RANGE 1 s' -s" CLG. 1 0 (TILE) z 0 `� KITCHEN 40 i/2" LOW I -` 8'-S" GLG. WALL W/ 14" J (TILE) — TOP I n IIS - 110 r1-�II i � L.B.W. Qb r — — -i NzQ CALL. 9S IOPT.I �a w/ 1X6" GAP I W - S' - s" CLG- LJ 51-811 CLCz. (TILE) WC i- r I OPT. D (CARPET) 2498 26 12 446 L J LINE OF TOTAL ELEV. "A" 4 "5" TOTAL ELEV. "C' 4 IIDII r 5Q. FT. SQ. FT. CEILING i N 401-011 11'-5" PATIO i' -0"x5'-011 5068 S.G.D. — — -� I ---- O-0 ---, 1 DINING 3 4 I RANGE 1 s' -s" CLG. 1 0 (TILE) z 0 `� KITCHEN 40 i/2" LOW I -` 8'-S" GLG. WALL W/ 14" J (TILE) — TOP I n IIS - 110 r1-�II i � L.B.W. Qb r — — -i NzQ CALL. 9S IOPT.I �a w/ 1X6" GAP I W WDR. S' - s" CLG- LJ 51-811 CLCz. (TILE) WC r I OPT. D (CARPET) 2498 26 12 446 L J cv n PANTRY VW 1 11114. - LAUN. 6-5" CLCD. (TILE) kcOND. 2" STEEL PIPE 2 -CAR GAR. 6-b" CLCD. x%16 "X16 " BASE STONE W/12"X12" COLUMN ELEV. IIAII 31.011 I 1( I_01I 3I-011 A50VE �••7 SSCCJ/ K� K/ 18'-011 22'-011 .401-011 1ST FLOOR PLAN r I m —STONE ELEV. "5" MODEL SPECIFICATIONS * GARAGE DRYWALL t0 5E TAPED, UNPAINTED, UNFINISHED * WINDOW SILLS TO BE OPTIONAL * MASTER AND SECONDARY 5ATH TO RECEIVE aro" MIRROR * VANITY MIRRORS t0 5E RAISED OFF 5ACKSPLA5H * ALL DOORS ARE 6'-8" HIGH UNLESS NOTED OTHERWISE. * ALL TU5 FIXTURES t0 BE WALL MOUNTED N a-1/2" 211 ELEC. OUTLET PER ELEC. CODE 05L. PLATE N �w = w0 U (D -BAR DETAIL FOYER \ LIVING8'-(T11ILE �. <r (CARPET) m 11111179 m e -- c� I 35 -SH W I I 8'_Q11 S' -a" all 0 PORCH 10'-0" -4" 5l_4" �t 16 "X16" SASE W/TAPE RE D I COLUMN ABOVE — I SCONE ELEV. 3l_01l 22'_011 401-011 Y/ ELEVATION "C" & "D 99 1x6 POST _ COVERED i� PATIO I 1.811 22'-411 5068 S.G.D. ,4CTIVE Cove PORCH O 14'-0" --------------- 4X4 4X4 Ii I POST POST I ' I I COVERED PATIO 14'-0"x12'-0" 1 `" s'-8" CLC. 5068 I I ra-� COVERED PATIO 42 " LOW WALL N CALL. 9S LIVING -' w/ 1X6" GAP w LIVING (1St.) LIVING (2ND.) S' - s" CLG- SQ. FT. SQ. FT. -- (CARPET) 2498 26 12 446 SQ. FT. 5Q. FT. SQ FT SQ. FT. LINE OF TOTAL ELEV. "A" 4 "5" TOTAL ELEV. "C' 4 IIDII r 5Q. FT. SQ. FT. CEILING 15'-011 31_811 35 80 SQ. FT. SQ. FT. -- --�—� w a m FOYER \ O 0 i (TILE) w � � d 0 a Ll m I O 35 -SH, 1 I ENTRY U Ell q z O _4 ,747_— M a 0 — A cv n PANTRY VW 1 11114. - LAUN. 6-5" CLCD. (TILE) kcOND. 2" STEEL PIPE 2 -CAR GAR. 6-b" CLCD. x%16 "X16 " BASE STONE W/12"X12" COLUMN ELEV. IIAII 31.011 I 1( I_01I 3I-011 A50VE �••7 SSCCJ/ K� K/ 18'-011 22'-011 .401-011 1ST FLOOR PLAN r I m —STONE ELEV. "5" MODEL SPECIFICATIONS * GARAGE DRYWALL t0 5E TAPED, UNPAINTED, UNFINISHED * WINDOW SILLS TO BE OPTIONAL * MASTER AND SECONDARY 5ATH TO RECEIVE aro" MIRROR * VANITY MIRRORS t0 5E RAISED OFF 5ACKSPLA5H * ALL DOORS ARE 6'-8" HIGH UNLESS NOTED OTHERWISE. * ALL TU5 FIXTURES t0 BE WALL MOUNTED N a-1/2" 211 ELEC. OUTLET PER ELEC. CODE 05L. PLATE N �w = w0 U (D -BAR DETAIL FOYER \ LIVING8'-(T11ILE �. <r (CARPET) m 11111179 m e -- c� I 35 -SH W I I 8'_Q11 S' -a" all 0 PORCH 10'-0" -4" 5l_4" �t 16 "X16" SASE W/TAPE RE D I COLUMN ABOVE — I SCONE ELEV. 3l_01l 22'_011 401-011 Y/ ELEVATION "C" & "D 99 1x6 POST _ COVERED i� PATIO I 1.811 22'-411 5068 S.G.D. ,4CTIVE Cove PORCH O 14'-0" --------------- 4X4 4X4 Ii I POST POST I ' I I COVERED PATIO 14'-0"x12'-0" 1 `" s'-8" CLC. 5068 I I ra-� COVERED PATIO EXTERIOR MASONRY WALL 5RG- HEIGHTS 5RG. 1///- LOAD 5RG. WALL. rA R C H IT E �CT S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h � SQ. FT. CALL. 9S w LIVING (1St.) LIVING (2ND.) 1048 1450 SQ. FT. SQ. FT. TOTAL LIVING ENTRY ELEV. "A" Q `5" ENTRY ELEV. "C" 4 "D" GARAGE 2498 26 12 446 SQ. FT. 5Q. FT. SQ FT SQ. FT. TOTAL ELEV. "A" 4 "5" TOTAL ELEV. "C' 4 IIDII 29.10 3016 5Q. FT. SQ. FT. PATIO OPT. COVERED PATIO 35 80 SQ. FT. SQ. FT. w a EXTERIOR MASONRY WALL 5RG- HEIGHTS 5RG. 1///- LOAD 5RG. WALL. rA R C H IT E �CT S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h � w � w a m O w � � d Ll O U Ell q z O a 0 A � m N SUBDIV. 8c LOT: TUSCA PLACE SOUTH LOT #21 PROJECT# 1703.00 MOLIE3U ,,2498„ GARAGE SWING: LEFT PAGE: FIRST FLOOR PLAN ARCHITECT- STATE OF FLORIDA t4AR a 1 np� 03/31/10 SC LE: 1/4"=1'-0" SkftET 2 03.2 I ill .�T.15"A FA 2ND FLOOR PLAN MODEL SPECIFICATIONS WINDOW SILLS To, BE OPTIONAL - MASTER AND SECONDARY 5ATH To RECEIVE 36" MIRROR - VANITY MIRRORS TO BE RAISED OFF BACKSPLASH - ALL DOORS ARE &'-8" HIGH UNLESS NOTED OTHERWISE. - ALL TUR FIXTURES TO BE WALL MOUNTED -----------------------� i \-------------------�� I I I I I ' S SUITE I I OWNER '-0" I '-0.. I I 9' -0" GLC. TYP. I TTP. (CARPET) I I I I ------------------�` I' -----------.-------- ---�� EG ESS" EC3050-SP 0 55 I 1 OPTR P�-VAULT �-� 3(ox(o0 - 2-� SHOWER I 2 0. BATH 9" d N �I WC. `~ 3'-4" 11 L OPT. OWNER'S BATH i A R C H I T E C T S Design Group �nG 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 12'-2" 2' -IO" 1�'-4" 18'-0" 2'-1011 W cp 3050-5H 4050 -SH 3050 -SH EGRESS EGRESS EGRESS v LOFT BEDROOM# 4 �j 4_0 BEDROOM #3 W _ 0" CLG. (CARPET) � (CARPET) 1 (CARPET) 0 U q I 4 QC 6'-1" 21-1" pj''rO" N 0 cv h A a 3 SH `r � m c"42 " LOU) Noe WALL W/ 3-0 5F. — — — —5'- b 4-¢ SH --o— 10— "lxP 1R-1SH `V rte -DN -� A/C Q 3 SH an* BATH #2 TILE) 3w CD AV. m I r 3�oX�oO 4-0 SF. cp'6� '- � WC. O 2-0 `�' I I I SHOWER �F. 1 �1� m 0. BATH x0Wo I cl � I I 81-011T G G '-4° Ll 4'-DII 2- 8 S -8 I STAIR DATA ,�N I W.I.C. 1F RISERS 'I.5° 1 S'-0` CLG. I (CARPET) fro TREADS O 9.5" 6., iR-ISN — 15'-0" 3'-4" �'-10" 4-0 BEDROOM #2 a'-0" CLG. (CARPET) 1 r 1R-1SH 0 OWNER'S SUITE I e V-0" cLG. 4050 -S1 -I (CARPET) EGRESS I 1 I 3050 -SH 3050- EGRESS EGRES5 oil z 51 oil 16'-0" 71122'-0° 401-011 FA 2ND FLOOR PLAN MODEL SPECIFICATIONS WINDOW SILLS To, BE OPTIONAL - MASTER AND SECONDARY 5ATH To RECEIVE 36" MIRROR - VANITY MIRRORS TO BE RAISED OFF BACKSPLASH - ALL DOORS ARE &'-8" HIGH UNLESS NOTED OTHERWISE. - ALL TUR FIXTURES TO BE WALL MOUNTED -----------------------� i \-------------------�� I I I I I ' S SUITE I I OWNER '-0" I '-0.. I I 9' -0" GLC. TYP. I TTP. (CARPET) I I I I ------------------�` I' -----------.-------- ---�� EG ESS" EC3050-SP 0 55 I 1 OPTR P�-VAULT �-� 3(ox(o0 - 2-� SHOWER I 2 0. BATH 9" d N �I WC. `~ 3'-4" 11 L OPT. OWNER'S BATH i A R C H I T E C T S Design Group �nG 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LrOS% TUSCA PLACE SOUTH LOT #21 PROJmCT# 1703.00 MODICL: "2498" GARAGE STIMG: LEFT PACE: SECOND FLOOR PLAN ARCHITECT - STATE OF FLORIDA MAR V 2010 D - 03/31/10 8 1/4"=1'-0 12 SI -MET 3 ort 11 W cp W v Q W Q � � Q 0 U q z �U 4 QC 0 h A a 0 � m SUBDIV. & LrOS% TUSCA PLACE SOUTH LOT #21 PROJmCT# 1703.00 MODICL: "2498" GARAGE STIMG: LEFT PACE: SECOND FLOOR PLAN ARCHITECT - STATE OF FLORIDA MAR V 2010 D - 03/31/10 8 1/4"=1'-0 12 SI -MET 3 ort 11 18'-0" 2nd FLR. ERGs RAISED OR SCORED BAND (DETERMINED PER COMMUNITY) 10'-0" 2ND FIN. FLR. 8'-8" BRGs HGT WINDOW STYLE DETERMINED PER COMMUNITY RAISED OR SCORED BAND (DETERMINED PER COMMUNITY) 0'-0" FIN. FLR. 18'-0' 2nd FLR. BRG 10'-0' 2ND FIN. FLR. 5'-5" ERGs HGT 0'-0" FIN. FLR.' cs� 1= l�uu❑'�-1 6 III �C70LJ❑[ -�IC ILJI _l�C FRONT ELEVATION TEXTURED FIN15H OFF RIDGE VENT OFF RIDGE VENT TEXTURED FINISH 12 5 12 11 o 25'-3" RIDGE HCaT. ,.{418'-0" 2nd FLR. BRGs 1-0II d%101-0" 2ND FIN. FLR. 8'-8" BRGs HGT RAISED OR SCORED BAND (DETERMINED PER COMMUNITY) re: o 18'-0" 2nd FLR. 5R3 10'-0" 2ND FIN. FLR. IV 8'-8' BRCS HC -;T 0'-0" FIN. FLR. -1/6' THICK, 3 COAT CEMENT PLASTER OVER GRADE 'D" FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE 'D' FELT PAPER 4'x4' GALV. 'L' -TYPE FLASHING SET IN ROOFING CEMENT RI ERGLASS SHINGLES OVER *15 FELT PAPER ON 1116' 0.8.5. SHEATHING OR 1/2' COX PLYWOOD SECURED PER NAILING SCHEDULE ?10'-01 2NDFIN. F LSU -26 2x6 RAFTERS 12 5 �- 2x6 LEDGER SECURED W/ 1/4" x 4' LAG BOLT W/ 2' DIA. WASHER 0 24' O.G. MAX • 2x6 BLOCKING AS REQUIRED LUS26 W/ (4) 10d's TO LEDGER AND (2) 10d's TO 2x6 JOIST 2X6 LEDGER W/ 1/2"x8' THREADED ROD 32' O.C. 3,-O„ MAX. SET IN SIMPSON HIGH STRENGTH EXPDXY 6' MIN EMBED. 1/2'THICK, 2 COAT CEMENt PLASTER APPLIED DIRECTLY TO MASONRY S. G. D. @ GABLE 2ND FIN. FLR. OIL12 — — 5 8'-8" BRGs HGT — Af 01-01, FIN. FLR. ,j COPT• COV. PORCH A R C H I T E C T S /Despirfrn Grounc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a bd es igngrou p. com AA #: 0003325 h I I cs� 1= l�uu❑'�-1 6 III �C70LJ❑[ -�IC ILJI _l�C FRONT ELEVATION TEXTURED FIN15H OFF RIDGE VENT OFF RIDGE VENT TEXTURED FINISH 12 5 12 11 o 25'-3" RIDGE HCaT. ,.{418'-0" 2nd FLR. BRGs 1-0II d%101-0" 2ND FIN. FLR. 8'-8" BRGs HGT RAISED OR SCORED BAND (DETERMINED PER COMMUNITY) re: o 18'-0" 2nd FLR. 5R3 10'-0" 2ND FIN. FLR. IV 8'-8' BRCS HC -;T 0'-0" FIN. FLR. -1/6' THICK, 3 COAT CEMENT PLASTER OVER GRADE 'D" FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE 'D' FELT PAPER 4'x4' GALV. 'L' -TYPE FLASHING SET IN ROOFING CEMENT RI ERGLASS SHINGLES OVER *15 FELT PAPER ON 1116' 0.8.5. SHEATHING OR 1/2' COX PLYWOOD SECURED PER NAILING SCHEDULE ?10'-01 2NDFIN. F LSU -26 2x6 RAFTERS 12 5 �- 2x6 LEDGER SECURED W/ 1/4" x 4' LAG BOLT W/ 2' DIA. WASHER 0 24' O.G. MAX • 2x6 BLOCKING AS REQUIRED LUS26 W/ (4) 10d's TO LEDGER AND (2) 10d's TO 2x6 JOIST 2X6 LEDGER W/ 1/2"x8' THREADED ROD 32' O.C. 3,-O„ MAX. SET IN SIMPSON HIGH STRENGTH EXPDXY 6' MIN EMBED. 1/2'THICK, 2 COAT CEMENt PLASTER APPLIED DIRECTLY TO MASONRY S. G. D. @ GABLE 2ND FIN. FLR. OIL12 — — 5 8'-8" BRGs HGT — Af 01-01, FIN. FLR. ,j COPT• COV. PORCH A R C H I T E C T S /Despirfrn Grounc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a bd es igngrou p. com AA #: 0003325 h W w W 4 � n o z q U h � A m StM V. & LOT: TUSCA PLACE SOUTH LOT #21 PROJECT# 1'703.00 ]IJOIDEL: "2498" GARAGE 3 W CN G: LEFT PAGE: FRONT & REAR ELEVATION pp A„ ARCHITECT STATE OF FLORIDA DAT s 03/31/10 19CILE:1/4"=1'-0'° SHEET 4 A Ort 11 10'-0" 2ND FIN. FLR. 81-811 BRG HGT h 1 10'-0" 2ND FIN. FLR. OL 8'-8" BRCS HCxt �, COPT. COV. PORCH LEFT 51MILAR 18'-0" 2nd FLR. 5RG h 1p I RANI 0'-0" FIN. TEXTURED FIN15N RIGHT ELEVATION 18'-0" 2nd FLR. BRCxIV ii 10'-0" 2ND FIN. 1=LR. V- 8" BRCS HGT RAISED OR SCORED ,ND (DETERMINED PER COMMUN IT'r) 0'-0" FIN. FLR. 18'-0" 2nd FLR. BRG 10'-0" 2ND FIN. FLR. d4 8'-8" BRG HGT ly 0'-0" FIN. FLR. A R CH I T E C T S OF[Feiin I Groupinc. 1441 N. RONALD REAJBLVD, LONGWOOD, FL 3 PH: 407-774-6 FAX: 407-774-4 www. a bd es igngroAA#:00033 �.■� I SUMDIV. & LOT; TUSCA PLACE SOUTH LOT X21 PROJECT# 1"703.00 MODEL: "2498„ GARAGE 5 M NG: LEFT PAGE: LEFT & RIGHT ELEVATION A„ ARCHITECT: STATE OF FLORIDA DA 03/31/10 1/402=10-011 SHEET 5 A ort I W w ra o a o A U h 61 A � E4 �.■� I SUMDIV. & LOT; TUSCA PLACE SOUTH LOT X21 PROJECT# 1"703.00 MODEL: "2498„ GARAGE 5 M NG: LEFT PAGE: LEFT & RIGHT ELEVATION A„ ARCHITECT: STATE OF FLORIDA DA 03/31/10 1/402=10-011 SHEET 5 A ort I HEADER SPAN CHART UP TO CONNECTOR SCHEDULE SINGLE SIMPSON 4'-I1 1/2 1/2" DES. UPLIFT GRAVITY FASTNER >- META -16 1450 (1) 10d x 1 1/2 I -PLY/ (6) 16d 2 -PLY Z 0 (2) META -16 1985 1900 (10) 10d x 1 1/2 1 -PLY (14) Ibd 2 -PLY in a HETA-16 1810 (9) 10d x 1 1/2 I -PLY/ (8) 16d 2 -PLY SIZE HETA-20 1910 (9) 10d x 1 1/2 I -PLY/ (9) l6d 2 -PLY DBL 2 ID5L 2 DBL 2 DBL 2 (2) HETA-20 2035 2500 (10) 10d x 1 1/2 1 -PLY (12) 16d 2 -PLY W MGT + 3965 (1) 5/8- A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD HGT-2 + 10990 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED) (16) I0d TO WOOD HGT-3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD UL LTAI 1420 (12) 10d x 1-1/2' VGT 4940 (1) 5/8' A.71R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4' X 3' TO WOOD Lin (2) Vol (2-10LY/3-FI.Y) 1185/b890 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3- t0 WOOD MTS -12 1000 (14) 10d x 1 1/2 HTS -16 1150 (16) 10d x 1 1/2 I III I HTS -20 1450 (24) 10d x 1 I/2 II LSTA-12 ++ 925 (10) 10d LU L II LSTA-18 ++ 1235 (14) 10d V) MSTA-18 ++ 1315 (14) 10d CL MSTA-24 ++ 1640 (18) 10d X MSTA-36 ++ 2050 (26) 10d ~ V1 MSTI-36 3800 (36) 10d x 1 1/2 MSTI-48 5065 (46) 10d x 1 1/2 U H6 950 (8) ad t0 PLATES, fS) ad TO STUDS 6104 985 (6) 10d x 11/2" TO STUDS A33 150 (4) 10d t0 BEAM (4) 10d t0 POST. � O U HCP2 645 (6) 10d x I-1/2' HIO 995 (16) ad x 1-1/2 C~ ABU 44 2200 6665 (1) 5/0' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED-) IN CONC. (12) 16d TO WOOD V) ABU 66 2300 12000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (12)16d TO WOOD (X LTTI9 +++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (S)Icd t0 WOOD 0 LTT20B +++ 1625 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' MBE .) IN GONG. (2))J' BOLT t0 WOO L) 3610 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED-) IN CONC. (18) 10d x 1 1/2' TO WOOD ZZ HTT4 4235 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC. (18) 16d x 2 1/2' t0 WOOD (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) 10d x 1 1/2" TO WOOD Htt5 4610 5 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG. (26) 10d TO WOOD /8 T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC. (26) Ibd x 2 1/2' TO WOOD HHDQII-SDS 2.5+ 11,445 [1A.�TR IN HIGH STRENGTH EPDXY, (MIN. 10' EM5ED.) IN CONC, (24)SDS 4' x " WOOD 1 6400 (1)1/6' Aa IN HIGH STRENGTH EPDXY, (MIN. 1'EMBED.) IN CONC (34' STUD BOLTS t0 WOOD MBHA 3.56/11.25 3415 5330 (1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 6.15" EMBEDMENT) IN C.M.U. TOP, (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. (P.15" EMBEDMENT) IN C.M.U. FACE, (ISAOd TO BEAM V) W w HUSC412 (WOOD) 3240 2510 (FLOG (10) 16d TO HEADER, (10) I&d TO WOOD 3140 (ROOF) 0 HUC410 (CMU) laic 5085 18-1/4' x 2-3/4" TITEN ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD Z a HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE OU55TITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W H +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1- 0 A.T.R. ■ A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2001- 'HIGH WIND RESISTANT CONSTRUCTION C -1411105-R', T-ANGHORSF'EC01, AND ANCHORING i FASTENING SYSTEMS FOR CONCRETE < MASONRY CATALOG G-2009. HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO SINGLE STO>� Y APPLICATION 4'-I1 1/2 1/2" AND UP SIZE LID CLEAR SPAN DBL 2 DBL 2 D5 L 2 D5L 2 x 6 x 8 x 10 x 12 UP TO 5'-4" 5'-4' TO 1'-0" -P-0" TO 10"-0" 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS 3 NUM5ER OF FULL LENGTH STUDS II SIZE CLEAR SPAN DBL 2 ID5L 2 DBL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-0" 5'-0" TO 6'-4" 6 '-4" TO 8"-0" 8'-0" AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 8'-0" U.N.O. 4'-I1 1/2 1/2" AND UP NUMBER OF HEADER STUDS LID IR lb SUPPORTING END OF HEADER 1 2 3 NUM5ER OF FULL LENGTH STUDS II 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO 5E MANUFACTURED 5Y SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TY1=ICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * TRU55 TO MASONRY/CONCRETE SHALL BE META -16 * FLOOR J015T TO MASONRY/CONCRETE SHALL 5E HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL- * TRU55 TO WOOD FRAMING SHALL 5E MTS -12 3.TRUS5 TO TRUSS CONNECTIONS AND HANGERS SHALL 5E DESIGNED AND SUPPLIED 15Y TRUSS MANUFACTURER. 4. REFER TO TRU55 MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES w EA. END. CUT PITCH 4 5EVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. DBL 2x6 LEDGER SECURED TO 5LK W/ 1/2' A.R. OR THREADED ROD W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 6' MIN. EMBED. a 32' O.C. MAX. SECURE TRUSS TO LEDGER W/ (2) L-50 sly's'"Na►S"W14000�INS,"MINMIMN - - ==:�i n u n n ii n ii ii n ii II I I Im R III LID IR lb IR LA II II II II sly's'"Na►S"W14000�INS,"MINMIMN - - ==:�i n u n n ii n ii ii n ii II I I II II LL LL LLII LLI LLI v] HUC410 W/8-3/16 "X2" TAPCONS (4 I I I PER FLANGE) 2x6 LEDGER SECURE W/ 3/8'x4' LAG BOLTS W/ 2' WASWIEERS -0 24' O.C. MAX IBM TO 4x4 POST uat (2)MSTA-24 POST TO BLK ASU44 II I III I II II II II II v] W m UL � Lin V Ln Ln II L II I III I LLL II U- II II LLL U- II LU L II it II i'i II li2.10liDRli II DR 2x10 F1 F1 FI F1 F1 F1 F1 F1 14UC410 FIA W/8-3/16 "X2" TAPCONS (4— PER 4 PER FLANGE) FIA — — FIA 'FT - FLOOR ijpR FPLAN 2X10 BM TO 6X6 POST (2) MSTA-24 POST TO SLAB — --. ARU -66 I 2X10 RM I= T3 =I I I Itx WUC410 T3 —) `C4 W/8 -3/16'X2" — — TAPCONS (4 PER FLANGGE) — _ COV. PORCH SOUTHERN TRUSS 4/8/013 HUC410 W/8 -3/16'X2' TAPCONS (4 PER FLANGE) A R C H I T E C T S Design Group �n�. 1441 N. RONALD REAGAj LONGWOOD, FL 32 PH: 407-774-607 FAX: 407-774-407 www. a bd es igngrou p. AA #: 0003325 SUDDIY. 8a LOT: TUS C A PLACE SOUTH LOT X21 PROJECT# 1703.00 MODEL: 1)2498" GARAGE STRING: LEFT PAGE: FLOOR FRAMING PLAN ELEVATION 22 A" ARCHITECT: STATE OF FLORIDA 12010 D#": 03/31/101 S 1/4„=1"_0„ t v] W V W lU U Q � q � O U C~ Q SUDDIY. 8a LOT: TUS C A PLACE SOUTH LOT X21 PROJECT# 1703.00 MODEL: 1)2498" GARAGE STRING: LEFT PAGE: FLOOR FRAMING PLAN ELEVATION 22 A" ARCHITECT: STATE OF FLORIDA 12010 D#": 03/31/101 S 1/4„=1"_0„ HEADER SPAN CHART UP TO CONNECTOR SCHEDULE SINGLE SI SON 4'-11 1/2" -i'-11 1/2" DES. UPLIFT GRAVITY FASTNER >- META -I6 1450 (1) 10d x 1 1/2 1 -PLY/ (b) 16d 2 -PLY w Z 0 (2) META -16 1985 1900 (10) 10d x 1 1/2 I -PLY (14) 16d 2 -PLY N Q 14ETA-16 1810 (9) 10d x 1 1/2 I -PLY/ (8) 16d 2 -PLY SIZE HETA-20 1810 (9) 10d x 1 1/2 I -PLY/ (9) I6d 2 -PLY DSL 2 DBL 2 DBL 2 DBL 2 (2) HETA-20 2035 (10) 10d x 1 1/2 I -PLY 2500 (12) Ibd 2 -PLY MGT + 3965 (1) 5/8' A.T.I. IN HIGH STRENGTH EPDXY (MIN. 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.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD LTA1 1420 (12) 10d x 1-1/2' VGT 4940 (1) 5/8' A.T.I. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) SDS 1/4' X 3' TO WOOD (2)VW(2-FLY/3-PLT) 1185/8890 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12EMBED), (32) SDS 1/4" X 3' TO WOOD MTS -12 1000 (14) 10d x 1 1/2 HTS -16 1150 (16) 10d x 1 1/2 HTS -20 1450 (24) 10d x 1 1/2 LSTA-12 ++ 925 (10) 10d LSTA-18 ++ 1235 (14) 10d (o MSTA-18 ++ 1315 (14) 10d C- Q MSTA-24 ++ 1640 (IB)10d fY MSTA-36 ++ 2050 (26) 10d ~ MSTI-36 3600 (36) 10d x 1 1/2 MSTI-48 5065 (48) 10d x 1 1/2 H6 950 (8) 8d TO PLATES, (8) 8d TO STUDS 81=4 885 (6) 10d x 1 1/2' TO STUDS A33 150 (4) 10d TO BEAM (4) 10d TO POST. HC102 645 (6) 10d x 1-1/2' H10 995 (16) Bd x 1-1/2 ABU 44 2200 6665 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 'I' EMBED.) IN CONC. (12) 16d TO WOOD y ABU 66 2300 12000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. i' EMBED.) IN GONG, (12)16d TO WOOD = LTT19 +++ 1340 (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC, (B)10d TO WOOD 0 LTT205 +++ 1625 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY (MIN. T" EMBED.) IN CONIC. (2)V BOLT TO WOOD L) 3610 fU 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 'I' EMBED.) IN CONC. (I8) 10d x 1 1/2' TO WOOD ZZHTT4 4235 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC. (IB) ibd x 2 1/2' TO WOOD .4 4350 (l) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN CONC. (26) 10d x 1 1/2' TO WOOD HTTS 46T0 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONIC. (26) 10d TO WOOD 5090 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. -1"BEP.) I CONIC. (26) 16d x 2 V2' TO WOOD V HI -106111 -SDS 2.5+ 11,445 (1) I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC, (24)SDS 4' x ' WOOD SCREWS (1) -1/8' AJ5, IN HIGH STRENGTH EPDXY, (MIN. '1' EMBED.) IN C (3)7a' S BOLTS TO WOO MBHA 3.56/1125 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM),1. FACE, (18AOd TO BEAM V) w HUSC412 (WOOD) 3240 2510 (FLOG (10) 16d TO HEADER, (10) 16d TO WOOD 3140 (ROOF) HUC410 (CMU) 1810 5085 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU, (10) 10d TO WOOD Z a ul HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO OU58TITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 'I' DEEP, THE VERTICAL CELL IN C.M.J. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. Ld I- ++. MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 51, MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE T' 0 A.T.R. - A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USMG STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. h ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2005', 'HIGH WIND -RESISTANT CONSTRUCTION C-HW05-R', T-ANCHORSPECO.1, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG 0-2009. HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO SINGLE STORY APPLICATION 4'-11 1/2" -i'-11 1/2" AND UP SIZE CLEAR SPAN DBL 2 DSL 2 DSL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-4" 5'-4" TO 1'-0" I'-0" TO 10"-0" 10'-0" AND OYER TWO STORY APPLICATION DOWN STAIRS 3 NUMBER OF PULL LENGTH STUDS SIZE CLEAR SPAN DSL 2 DBL 2 DBL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-0" 5'-0" TO 6'-4" 6'-4" TO 8"-0" 8'-0" AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 8I -m° U.N.O. 4'-11 1/2" -i'-11 1/2" AND UP NUM5ER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF PULL LENGTH STUDS 2 AT EACH END OF HEADER i 3 FRAMING NOTES: 1. HURRICANE 5TRAP5 TO 5E MANUFACTURED BY 5IMf=SON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAP5 ARE AS FOLLOWS, UN.O: * TRUSS TO MASONRY/CONCRETE SHALL 5E META -16 * FLOOR JOIST TO MASONRY/CONCRETE SHALL RE HETA-1(o AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRU85 TO WOOD FRAMING SHALL 5E MTS -12 3.TiRUSS TO TRU55 CONNECTIONS AND HANGERS SHALL SE DESIGNED AND SUPPLIED 5Y TRUSS MANUFACTURER. 4. REFER TO TRU55 MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FL OOR TRUSSES. S. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN (o. MIN. 2X4 HIP CUT 5LOCKING SECURED W/3-106 GUN NAILS OR 3-12d HAND DRIVES -s EA. END. CUT PITCH 4 5EVEL TO FIT TIGHT TO TRU55 A5 PER APA REQUIREMENTS. J1 Jl 2 )I" ITS -12 I fi 4x4 POST IN -W01% TRUSS GIRDER HGT-2 5/8" THREADED ROD TOP PLATE HTT22 1/8" TEXTURED OVER PAPER ACK EXP. MET. ON '1 /16 " O.S.S. ATH ING OR 1/2' OX PLYWOOD SECURED PER ING SCHEDULE THREADED ROD " EMBEDMENT SET IN HIGH STRENGTH EPDXY GIRDER CONNECTION SOUTHERN TRUSS 4/8/09 A R C H I T E C T S Design Group Inc. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W y 4 V Z ul O A h A � c<1 Cr SvsDm & LrOS% TUSCA PLACE SOUTH LOT #21 PROJECT# 1703.00 MODEL6 2498, G'ARAG'E SWING: LEFT PAGE: ROOF FRAMING PLAN ELEVATION A„ ARCHITECT: STATE OF FLORIDA 12010 LL ]5A : 0 3 31 10 SC ':1/4"=1'-0" SHEET NMI ELECTRICAL LEGEND SYMBOL DEFINITION NOTES DESCRIPTION 125V OUTLET 20 AMP VA IIOV OUTLET 20/1 1 12 1500 1/2 of OUTLET 15/1 2 IIOV OUTLET WIRED To DISHWASHER 15/1 3 SWITCH 1200 DISPOSAL EC;IUIPED WITH 8GFI IIOV OUTLET GROUND FAULT MICROWAVE/HOOD 15/1 !TAINT R fBTANT �JJ 1500 DRYER 4 WIRE ® 10 220V OUTLET CONNECTION WP EXTERIOR GROUND FAULT C$FI WATERPROOF OUTLET INTERRUPTER 11,13 SWITCH 4500 SWITCH 3 -WAY OPER �24 SWITCH 4 -WAY OPER. 30/2 IU 10 4 MOUNTED 30/2 15,11 LIGHT 3061 SMALL APPIANCE CIRUITS CEILING: LIGHT 18,19,20 "o VAPOR PROOF R'e PIGHT 2498 SQ. FT. C q RECESSED 15/1 21 TO 29 CAN 4893 L IGHTING/RECEPTS 3 WATTS I CFM PER e VENT. FAN SQ. FT. VENT. FAN 1 CFM PER 48960 W/LIGHT SQ. Ft. 2' LIGHT STRIP 31893 IST 10000 4' LIGHT STRIP 100% A ® 4' RECESSED FLUORESCENT 2 -BULB WRAP 40% LIGHT AROUND _ 4 2'FLUORESCENT 65% = =4 4' FLUORESCENt 4' TRACK LIGHT ® PANEL AMPS METER 118 CALCULATION IF HEAT PUMP IS USED SMOKE BATT. BACK-UP • DETECTOR W/ HARDWIRE INTER - - - BATT. BACK-UP 21500 MOUNTED W/ HARDWIRE S D KE INtECTED DETE T TOTAL VA 32561 PSATT. BACK-UP ®S/CO CARBON MONOXIDE/ wv HARDWIR9 CONNECTED 136 SMOKE DETECTOR SHALL BE A COMBO DISTANCE OF NOT LESS T14 4 • FROM WALL PENDANT LIGHT NATURAL GAS OUTLET . TELEPHONE JACK WH WATER HEAT. DISCONNECT AIR GOND. A/C DISCONNECT tV. TELEVISION JACK CEILING BOX REQUIRED O BE SUPPORTED O J -BOX IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING: FANLIGHT REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL {gyp ❑ SECURITY KEYPAD PUSH- FOR 4• PS BUTTON CHIMES NOTES LLOCA ION OF TV JACKS 4 PHONE OUTLETS 4 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 a ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNI=CT TO BE LOCKOUT IN PANEL BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 2001,RESIDENTIAL CODE TABLE MI5063) LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC GABLE AS NE.G. 2008 ARTICLE 300.(5) (2) ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE FAMILY ROOM PRE-wIRED,, 4L, 10 PATIO DINING \ w \ = TO 2nd LIVING 11 �� FOYER 1 / jI FOR 1:! LIII� IIIvJ 1�! I U KITCHEN Gpq I ° I - I D.W. (REF. I I � SII / e-' 44"A F.F. I 2 -- CAR GAR. \ KEYLESS FIXTURE GF I�CLG. OUTLET OPT. — — — CARRIAGE L IGHT 4 SWITCH 150 41 -If' ELECT1RICAL fRISEfR NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. t WP PANTRY GFI WH L�iJ' WH GOND 2" STEEL—/ PIPE OPT. CARRIAGE L IGHT 4 SWITCH FIRST FLOOR ELECTRICAL PLAN BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B' •9' -4" BEARING HEIGHT THROUGH OUT ELEVATION "G" 4 "D" POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 *1 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 *2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLE55 SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TO MAIN PROVIDE 3 *1 CU, 1 'moo CU GND 2" CONDUIT OR PROVIDE 3 *2/0 AL, 1 *4 AL GND IN 2" CONDUIT. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE MLO PANEL 15OA/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BOND ING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 *6 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.52(3). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 2"V� Ryl 1/2'1 1 1/2° I 1 1/2" 3° 3" I TUB 1 1/2" w.C. � 3' 2 JI2 "VTR 3" LAV. 11/2" 1 1/2"-� 1 1/2 " i 211 211 2 "VTR JIB •- T U� 5HWR. � 3 LAV. 2" 2 W/ OPT. ,I w.C. LAV. TUB BATH 3 ONLY 01 KITCHEN SINK W/ WASHER AUTO V NT 3JIIVTR n 1 1/2 n SINK0 W.GC-�. CO PLUMBING RISER DIAGRAM #2498- LOAD INFORMATION SC :1/4"=1"-0" DESCRIPTION C6 CKT WIRE VA LAUNDRY/WASHER 20/1 1 12 1500 REFRIGERATOR 15/1 2 14 1200 DISHWASHER 15/1 3 14 1200 DISPOSAL 15/1 4 14 1000 MICROWAVE/HOOD 15/1 5 14 1500 DRYER 30/2 7,9 10 560® RANGE 40/2 8,10 8 (D 12000 WATER HEATER 30/2 11,13 10 4500 A/C AIR HANDLER 30/2 12,14 10 8000 A/C CONDENSER 30/2 15,11 10 3061 SMALL APPIANCE CIRUITS 20/1 18,19,20 12 4500 2498 SQ. FT. C q z 0 U 15/1 21 TO 29 14 4893 L IGHTING/RECEPTS 3 WATTS a TOTAL VA 48960 TOTAL LESS A/C LOADS 31893 31893 IST 10000 10000 100% A 10000 REMAINDER PER NEC -220-30 (B) A/H 21893 40% 11151 UNITS PER NEC -220-30 (C) (5) 11061 65% 1194 TOTAL VA 28351 AMPS 118 CALCULATION IF HEAT PUMP IS USED Ll TOTAL VA IN PANEL LESS A/C LOAD - - - 21500 HEAT PUMP LOAD PER NEC -220-3042) 100% 11061 TOTAL VA 32561 AMPS 136 NOTE: ALL BREAKERS SERVING: BEDROOM RECEPTACLES SHALL 5E ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. A R C Hi T E C TS DesionGroun�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a bdesigngroup.com AA #: 0003325 h 03/31/10 SC :1/4"=1"-0" SHEET W C) OF2 1 w W 11.1 � Q Q/ C q z 0 U a A m Ll - - - - SUBDIV. & LOT: TUSCA PLACE SOUTH LOT #21 PROJECT# 1703.00 MODEL: "2498„ GARAGE SWING: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN rARCHITECT STATE OF FLORIDA DM 03/31/10 SC :1/4"=1"-0" SHEET C) OF2 1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP IIOV OUTLET 1a of OUTLET 110v OUTLET WILD t0 SWITCH "EG2UIRED TO EQUIPED WITH LT Ilov OUTLET CTGROUNDl J -BOX GFI 4 WIRE 6 220V OUTLET JJJJ CONNECTION UP EXTERIOR FAULT GFIGROUND WATERPROOF INTERRUPTER OUTLET CEILING FAN/LIGHT �y SWITCH SWITCH ��!�4 3 -WAY OPER SWITCH 4 -WAY OPER / WALL MOUNTED INSPECTION 1v LIGHT FLOOD CEILING LIGHT r VAPOR 1 �Q�vP OPTIONAL LP �� KP 1 RECESSED \Oj CAN KEYPAD q 1 CFM PER V ENT. FAN SQ. FT. VENT. FAN 1 CFM PER W/LIGHT SQ. FT. 2' LIGHT STRIP PRE -CONSTRUCTION MEETING. 4'1-4 4T STRIP ROOMS TO BE ARG FAULT PROTECTED 4' RECESSED 2-BUL5 WRAP FLUORESCENT AROUND LIGHT • BATHROOM EXAUST FAN TO HAVE MIN. 2'PLUORESCENT 200-7,RESIDENTIAL CODE TABLE M15063) 4' FLUOIRESGENT GROUND FAULT CIRCUIT -INTERRUPTER 4' TRACK LIGHT WIRING METHOD SHALL BE NON METALLIC ® PANEL ALL RECEPTACLES TO BE TAMPI_R- METER BATT. BACK-UP OS D DETEECTOR W/ HNA WIRE BATT. [TACK-UP MOUNTED W/ HARDWIRE SMOKS OR INtEC- D. DE EEC h BATT. BACK-UP CARSON W/ HARDWIRE INTER- (Q MONOXIDE/ A SMOMKE:DETECTOR SH��Me COMBO DISTANCE OF NOT LESS THEN 4" FROM WALL PENDANT LIGHT NATURAL GAS OUTLET TELEPHONE . JACK WATER HEAT. rr WH AIC- AIR GOND. DISCONNECT TV.TELEVISION W JACK "EG2UIRED TO BE SUPPORTED O J -BOX ILU/AMCC MA�p W AS SUCH FOR N CTION CEILING FAN/LIGHT REQUIRED TO BE SUPPORTED IN ACCORDANCE Q W/ BOX MARKED AS SUCH FOR W INSPECTION FLOOD LIGHT � h OPTIONAL Q Q KP SECURITY KEYPAD q n PUSH- FOR BUTTON CHIMES • LOCATION OF TV JACKS 4 PHONE OUTLETS k FANS TO BE VERIFIED 0 HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARG FAULT PROTECTED PER NEC 210.12(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. + GFI a ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FIBC 200-7,RESIDENTIAL CODE TABLE M15063) * LAUNDRY ROOM RECEPTACLE SHALL ME GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEE1:5ERS WIRING METHOD SHALL BE NON METALLIC CABLE AS N.E.C. 2008 ARTICLE 300.(5) (2) ALL RECEPTACLES TO BE TAMPI_R- RESISTANT TYPE im D FLOOR ELECTRlu"AL PLAN I I I I i 0. BATH � V � � 1 � I ----------------- 0PT. OWNER'S BATH- A R C H I T E C T S Db^i n rou inc. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PW: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUDDDIV.-& ?AT: TUS C A PLAC E SOUTH LOT #21 PROJECT# 1703.00 MODEL-. „2498„ GARAGE STrMG: LEFT PACE: SECOND FLOOR ELECTRICAL PLAN rARCHrTECT: STATE OF FLORIDA DA 03 31 10 9C :1/4"=1'-0" 8HEET 9 OF2 11 W c� cn W > Q W ju � h � � Q Q q �U Q 0 h 0 A m � h SUDDDIV.-& ?AT: TUS C A PLAC E SOUTH LOT #21 PROJECT# 1703.00 MODEL-. „2498„ GARAGE STrMG: LEFT PACE: SECOND FLOOR ELECTRICAL PLAN rARCHrTECT: STATE OF FLORIDA DA 03 31 10 9C :1/4"=1'-0" 8HEET 9 OF2 11 (U IS REBAR VERTICALLY W/ CONC. F'OI IR CELL R-42 INSULATION TEXTURED FINISH Q w B' CMU Y� 1/2' GYP. WL. BD. -WOOD BASE L. 4' CONC, REINF. W/ 6'xb' 010 WWM OR FIBERMESH ON 6 -MIL POLY Q '• �' ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL Z i7 4" S" 4" (2) 5 REBAR ON CHAIRS 1—STORY FOOTING 1 W BLOCK WALL SCALE: 1/2'-1'-0' eD, 4' CONC, REINF. W/ 6'x6' 010/10 UJ M OR FIBERMESH ON 4' 6 -MIL POLY ETHYLENE VAPOR O BARRIER ON WELL -COMPACTED U S` CLEAN T=RMITE TREATED FILL (U 45 MBAR ON CHAIRS 4 THICKEN EDGE SCALE: I/2' -I'-0' C m ° a 4' CONC, RE INF. W/ 6'x6' 010 WWM OR FIBERMESH ON 6 -MIL POLY JL4 ETHYLENE VAPOR BARRIER ON HA=LL -COMPACTED CLEAN TERMITE TREATED FILL GARAGE STEP—UP 5 NONBIEARING GRADE a ° °r••T�?' 4' CONC, REINF. W/ 6'x6' Me WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON -'44"WELL -COMPACTED CLEAN TERMITE TREATED FILL M3 REBAR ON CHAIRS � CONCRETE PAD SCALE: 1/21.1 -0" POURED LINTEL CONT. (TYP-) S' CMU FILLED CELL (TYP-) _2X WALL FRAMING (4)J§'X1' ANCHOR BOLTS or (4)k,'X'l' J -BOLTS MIN. 5' EMBEDMENT W/ 21X2"X1/S' WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS PRIOR to FILLING. (SLEEVED ANCHOR IN SOLID FOUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 15 BLOCK WALL CONNECTION SCALE: I/2' ■ i'-®' I (I) 5 REBAR SET IN SIMPSON HIGH `~ STRENGTH EPDXY T' EMBED. MIN. i L 4' CONC, REINF. W/ b'xb' 010 WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL TYP. RETROFIT FOR A OMITTED DOWELS ALE= 1/2'•1'-0' SECURE BT. PLATE TO BLK W/ J' ANCHOR BOLT W/ 2' WASHER SET M 51MPBON HIGH STRENGTH EPDXY T" EMBED. MIN. • 32' Or, MAX. u 4' CONC, REINF. W/ 61X6' MO VIM OR FIBERMESH ON 6 -MIL POLY z IY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL 4" S' 4" 1'-4" (2) 5 REBAR ON CHAIRS 1— STORY FOOTING AT L. B. W. W UPLIFT 2 SCALE:1/2'-I' I I' RECESS FOR 6Gy.D. TRACK N FINISH FLOOR U C ° 44° °° ° 4 10 S LAB AT �S. G. D. STUDS 16' O.C. MAX o, 5 1/2' o HEAD OF GARAGE ° 4 VARIES WITH SLOPE SHEET VARIES WITH SLOPE w SECURE ST. PLATE TO SLAB W/ }' SECURE BT. PLATE TO SLAB W/" OzP2 I ANCHOR BOLT W/ 2' WASHER SET IN W BLAB I 1/2' -\CURB HEIGHT VARIES SIMPSON HIGH STRENGTH EPDXY 7' EMBED. MIN. , 32' OC MAX. 1/2' RECESS FOR SERVICE DR EMBED. MIN. i 32' OC MAX. Q CONC, REINF. W/ 6'x6' 010 WUIM OR /4' 1Ka c FIBE'RMESI-I ON 6 -MIL POLY iWELL-COMPACTED � ETHYLENE VAPOR BARRIER ON a CLEAN TERMITE ins w io TREATED FILL 7coNc, NF. W/ 6'x6' M0 UAIIM OR N MIL POLY (2) 5 REBAR ON CHAIRS z GARAGE STEP— UP 6 1—STORY L.B.W. t- SCALE: 1/2'•1'-0' I I' RECESS FOR 6Gy.D. TRACK N FINISH FLOOR U C ° 44° °° ° 4 10 S LAB AT �S. G. D. SECURE BT. PLATE TO SLAB W/ i" ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T' EMBED. MIN. • 32' OC MAX. d. d, • •, 4' COW--, REINF. W/ 6'X6' M0 WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON o WELL -COMPACTED CLEAN TERMITE TREATED FILL (3)'5 REBAR ON CHAIRS 2—STORY FOOTING 2 AT L.B.W. SCALA: 1/2' SECURE BT. PLATE TO SLAB W/ 10d CUT NAILS/ MASONRY NAIL 18 32' O.G- MAX 4' GONG, REIN. W/ 6'x6' M0 UA1M OR FIBERMESH ON 6 -MIL POLY z W ETHYLENE VAPOR BARRIER ON F WELL -COMPACTED CLEAN TERMITE T7�ATED FILL 4" S" 4" (2) 5 REBAR ON CHAIRS 1—STORY FOOTING O2 B AT L.B.W. W NO—UPLIFT SCALE: 1/2'-1'-0' 5 1/2' ■ HEAD OF GARAGE 03/31/10 o, ° 4 ° 4 SECURE BT. PLATE TO SLAB W/ i" ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T' EMBED. MIN. • 32' OC MAX. d. d, • •, 4' COW--, REINF. W/ 6'X6' M0 WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON o WELL -COMPACTED CLEAN TERMITE TREATED FILL (3)'5 REBAR ON CHAIRS 2—STORY FOOTING 2 AT L.B.W. SCALA: 1/2' SECURE BT. PLATE TO SLAB W/ 10d CUT NAILS/ MASONRY NAIL 18 32' O.G- MAX 4' GONG, REIN. W/ 6'x6' M0 UA1M OR FIBERMESH ON 6 -MIL POLY z W ETHYLENE VAPOR BARRIER ON F WELL -COMPACTED CLEAN TERMITE T7�ATED FILL 4" S" 4" (2) 5 REBAR ON CHAIRS 1—STORY FOOTING O2 B AT L.B.W. W NO—UPLIFT SCALE: 1/2'-1'-0' 5 1/2' ■ HEAD OF GARAGE 03/31/10 SCAM: 1/4"=1'-0" VARIES WITH SLOPE SHEET w SECURE ST. PLATE TO SLAB W/ }' 1 OzP2 I ANCHOR BOLT W/ 2' WASHER SET INEXTENDED SIMPSON HIGH STRENGTH EPDXY 1' BLAB I 1/2' -\CURB HEIGHT VARIES EMBED. MIN. , 32' OC MAX. 1/2' RECESS FOR SERVICE DR N >u e c � _ a � • ^• 4' CONC, REINF. W/ 6"x61 M0 WUM OR 4' CON IN w io 7coNc, NF. W/ 6'x6' M0 UAIIM OR N MIL POLY z t- EBH b -MIL POLY ETHYLENE VAPOR E3ARRIER ON °,APOR I BARRIER ON CTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE O L 4" 6' 6' 4" 4 'TREATED FILL (3)'S REBAR ON CHAIRS ON CHAIRS O `^ U GARAGE STEP—UP SLAB AT GARAGE 6�g=_SToPY �W_ 7 SERVIE DOOR SCALE: 1/2 • • '-0" SCAL11/2'-0' RECESS FOR GARAGE DDDR m 4' GONG, REINF. W/ 6'x6" M0 WWM OR FIBERMESH ON 6 -MIL POLY FIB 1.0, ETHYLENE VAPOR BARRIER ON 14* WELL -COMPACTED CLEAN TERMITE TREATED FILL (1)'5 REBAR ON CHAIRS 11 GARAGE DOOR FOOTING 12 NOT USED TEXTURED FINISH R-11 INSULATION MR STUDS 16' O.G. MAX 1/2' GYP. WL- BD. WOOD SASE z SECURE BT. PLATE TO BLK W/ ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' m 0 EMBED. MIN. 4 32' OC MAX. r ;0 Q' 4' GONG, REINF. W/ b'xb' M0 WWM OR FIBERMESH ON 6 -MIL POLY i, ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE �u TREATED FILL i > 4" a" 4" ins (2) 5 REBAR ON CHAIRS 1—STORY FOOTING � W FRAME WALL (I) NS REBAR VERTICALLY W/ CONC. —POUR CELL z I a' CMu r� w N c F6 I CURB HEIGHT VARIES 0 d' 6 w ° 4' CONC, RE INF. W/ 6'x6' MO IUllM OR FIBERMESH ON 6 -MIL POLY . ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL (2) 45 REBAR ON CHAIRS in 1—STORY FOOTING 8 AT GG ARAG�E (1)19 MBAR VERTICALLY W/ CONC. POUR CELL R-42 INSULATION TEXTURED FINISH Q u, a' CMU N/ I/2' GYP. WL. 190. I — WOOD BASE d ° z 9 E zo ° 4' CONC, REINF. W/ 6'x6' M0 WWM OR FIBERMESH ON 6 -MIL POLY a ETHYLENE VAPOR BARRIER ON d WELL -COMPACTED CLEAN TERMITE TREATED FILL (3)'5 REBAR ON CHAIRS 4 U 2—STORY FOOTING gyff, BLOCKar WALL TE VERTICAL REBAR TO HORIZATIONAL REBAR W/ S' HOOK GROUTED BOND BEAM V, d d °: C l2) 5 REBAR ON CHAIRS eQ GAS LINE THRU BLOCK (-STORY 1 � SCALE= I'■I'-®" l3) 5 REBAR ON CHAIRS I (U 5 REBAR VERTICALLY W/ CONC, POUR CELL R-42 INSULATION a' CMU GYP. WL. BD. WOOD BASE z —CLEANOUT REQUIRED E Q w 4' CONC, REINF. W/ 6'xb' M0 WWM OR e..FOR INSPECTION D FIBERMESH ON 6 -MIL POLY Z ETHYLENE VAPOR BARRIER ON l'I WELL -COMPACTED CLEAN TERMITE L 11 TREATED FILL r F d 0'-0' FIN. FLR. (2)'5 REBAR • 1 -STORY ? I ; AL (3)'5 REBAR • 2 -STORY (1)'5 VERT. DOWEL ° ° ° ° ° ° ° t0 REBAR W/ 9' HOOK ORIZAORBAR ° LAPPED W/ BOND BEAM 6' PVC CWASE THRU FOOTING a . °' a a d d ° OUTSIDE REB(1) 5 MBAR AT CORNERS AR TO BE �. CONTINUOUS W/ 25' LAP MIN. d u1 d (2) 5 REBAR ON CHAIRS in s �^ u d°.. T 4 ° I,_4" (3) 5 REBAR ON CHAIRS 2'-I' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1—STORY FOOTING HORIZONTAL/VERTICAL REBAR LAP AT FOOTING C AT LINTEL CORNERS D W BLOCK WALL REINFORCING SCALE: , '-I'-0' ALE= 1/J'■1'-0' E GALE= I/2'• '-®' AL,]L, EXT]E]EZIOY� ]F'00TE� AT FJ1,4ISI-1 SLAVS 70 1:31EMITs-T. 1 2" F3ELOW U1�TDISTTT�FBEI] 5011 —TEXTURED FINISH — R-11 INSULATION MIN. STUDS 16' oic. MAX 1/2' GYP- WL. BD. WOOD BASE SECURE ST. PLATE TO BLK W/ L ANCHOR BOLT W/ 2' WASHER SET M SIMPSON HIGH STRENGTH EPDXY 'I" 0 EMBED. MIN. s 32' OC MAX. ° a 4' m a ° 4' GONG, RE INF. W/ 61x6' '1m WWM OR FIBERMESH ON 6 -MIL POLY ° ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL (3) 5 REBAR ON CHAIRS s 4' 6" 6" 4' 2—STORY FOOTING 3 A Fjs FRLr AME WALL (1) 5 REBAR VERTICALLY W/ CONC. POUR CELL a, CMU z CURB HEIGHT VARIES Q 0 4' CONC, REINF. W/ 6'x6" M0 WUM OR ' -I z FISERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL ° (3) 5 REBAR ON CHAIRS yzw�i' 4" 6" 6" �4' 2—STORY FOOTING 6��AT GARAGESCALE: 1/2 14 NOT USED GROUTED BOND SEAM VARIES PER ELEV. TIE VERTICAL REBAR TO HORIZATIONAL ?.. REBAR W/ a" HOOK VARIES PER ELEV. $ ° d GROUTED BOND REAM d d ° ° d L CLEANOUT REQUIRED FOR INSPECTION d i d N ° 0'-0' FIN. FLR. TIE VERTICAL REBAR ° °d a ° TO HORIZATIONAL REBAR W/ S' HOOK L :n HORIZONTAL/VERTICAL REINFORCING AT F BEARING CHANGE SCALE: 1 '•1'-0' A R C H IT E C TS _.mmiiiiiiwi� Desi n rou inc. 1441 N. RONALD REAGAj LONGWOOD, FL 327 PH: 407-774-607 FAX: 407-774-407 www. a bd es igngrou p. AA #: 0003325 SUDDIV. & LOT: TUSCA PLACE SOUTH LOT X21 PROJECT# 1703.00 MODEL: 1)2498" GARAGE SYPINGi': LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA MAR 31/2010 DA : 03/31/10 SCAM: 1/4"=1'-0" SHEET w D 1 OzP2 I V w � t- O Q V Z � O q U h A c1 ti SUDDIV. & LOT: TUSCA PLACE SOUTH LOT X21 PROJECT# 1703.00 MODEL: 1)2498" GARAGE SYPINGi': LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA MAR 31/2010 DA : 03/31/10 SCAM: 1/4"=1'-0" SHEET D 1 OzP2 I PANEL ANCHOR SEALANT SEALANT -- 3/S -EXPANSION STRIP -- FREE OF MORTAR PANEL ANCHOR 1/4" EXP. BOLT TWO PER ANCHOR WALL FRAME SHOWN HERE --_ FOR ILLUSTRATIVE PURPOSES ONLY. WALL FRAMING CAN BE CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND PANEL ANCHOR STYLE CONSTRUCTION 0 SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS. B SECURE 2x6 MIN. TO BLK W/ (2) ,�' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 4' EMBED. SIDES.. 2X6 GARAGE DOOR BUCK W/ (3) �"X8' J -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'X6 WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR t0 FILLING. 1-2X6 PT BLOCK 0 CENTER OF DOOR HEADER W/(1) X'X8' J -BOLTS 4' EMBEDMENT W/ 2'X2 "As' WASHER AND NUT GARAGE DOOR 3 BUCK ATTACHMENT SCALE: 1/2'-1'-0" 8 NOT USED L7 Fu LINTEL PLATE — 3/8' EXPANSION STRIP FREE OF MORTAR L INTEL SEALANT TO BE MIN. 1/2" DEEP SEE NOTE EXPANSION STRIP PANEL ANCHOR GLASS BLOCK NOTE: THIS DIMENSION IS DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE CLASS BLOCK. " PANEL REINFORCING a EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT ACROSS EXPANSION JOINTS GLASS BLOCK POSITION (2)1-1/4" 8-4 HEX WASHER HEAD WITH ANTI-CORRO51VE COATING TIGHT TO BEND OF ANCHOR AND END OF SLOTTED HOLE �- TYPE S OR N MORTAR 1/4" MIN. 1/2" MAX. PANEL RE INFORCING MORTAR' ASPHALT EMULSION OO 1-3/4" X 20 GAUGE X 24" LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL 2X4 SECURED TO GABLE END W/(2)12d*EA. UPRIGHT 2X4 SECURED To GABLE ENG WK2)12d O.G. �L-30 a GABLE BLOCKING TRUSS 2x4 BLOCKING a EA. RAFTER L-30 EA. RAFTER H2.5 EA. RAFTER 2x4 RAFTER m 24' O.G. 2x4 FRAMING (TYP) 4 FRAMED 0 VERHANG 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 1/2' AM W/ r. MIN. 'I' EMBEDMENT 2' DIA. WASHER 32' O.G. MAX *5 RESAR CONT. 9 WO 0 D FRAME TO BLK. SCALE. 1/2"-1'-0' 1 A PLAN VIEW SCALE: 1/2' SPARK ARREST PER MANUFACTURER IX2 PT. TOP OF BOX — DBL. TOP PLATE 2X4 STUD TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON O.S.B. SHEATHING OR 4' CDX PLYWOOD PRE. ENC:. TRUSS SIMPSON 1-1-5 (MIN.) s 2x4 TO TRUSS PRE. ENCS. TRUSS SP4 OR H-5 TOP PLATE TO STUDS !'-0" ABY. 10"-0' LEVEL TO ROOF 7R 2'-0' ABV. HIGHEST RIDGE WITHIN 10'-0' w SIMPSON 1-1-5 (MIN.) a 2x4 TO TRUSS &qH1 CHIMNEY DETAILS SCALE: 1/2' =1' -0" PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS a 16' O.C. MAX SIMPSON LSTA-12 a EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS s 16" O.C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN J" OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY 6 A TIME. USE 12d NAILS, TWO WITHIN 6" FROM EACH END 4 NO MORE THAN 12' D.C. STAGGERED SP4 OR H5 a TOP AND BOTTOM PLATES e EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE TYP. EXTERIOR WINDOW/ .rte DOOR OPENING WD FRAMED SCALE: I/2"= I' -0' NAIL-ING SCHEIDUL-_E-= ROOF DIAPHRAGM USE i/16" D.S.B. OR 1/2" COX PLY WITH 08 RING SHANK GUN NAILS AT 4' O.G. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS At 6' D.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING t0 GABLE END FRAME USE *8 GUN NAILS ® 4' O.G. EXTERIOR SHEATHING USE I/Iro" O.S.B. OR 1/2" PLY WITH 08 RING SHANK GUN NAILS AT 6' O.C. At PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.G. TOP E BOTTOM PANEL AND 08 RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE. RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAL REQUIRE1''IENT5 SIZE HEAD LENGTH DIA. TENSILE STIR 8d ROUND,11ODIFIED 1 -1/8' .113 I-To"0 OR T ROUGH OPENING UP TO 0'-0' . 10d ROUNDMODIFIED 21/8' .128 1-10,000 OR T TOP CORD BLOCKING AT 4' O.G. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS STAPLE, NAIL E TOOL ASSOCIATION 1. 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING 2 RING DIAMETE=R OF 0.012 OVER SHANK DIAMETER 3.16 t0 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5.2 INCH NAIL LENGTH (ROOF 6�4EATHING LA*r'OUT AND ENEDWALL 5RACING FOR G,45LE END EfRAt IING ,4 11 PiiECAST L Lj ROUGH OPENING UP TO 0'-0' . Lz to ° 0 w PRECAST SILL w JU SECURE 2x t0 BLOCK W/ (2) &' TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 1 WITHIN a' of EACH q END AND l8" O.C. MAX LL SPACING. m SHEATHING OR—*' CDX PLYWOOD 2x4 BLOCKS CMU WALL 6 ARCH WINDOW FRAME A SECTION NOTE-- TYP. I=XT. SHEATHING ATTACHMENT FOR SHEAR E UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRE=D EXCEPT a OPENINGS 08 RING $HANK GUN NAILS A 4' Or- d) r TOP d BOTTOM EDGE$ • N . . . . . . . . . . d� PRE TRUW I-OP 2X4 BTM, PLA' 32' TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16' O.G. 7/16" OS.B. 1/2' A.B. W/ MIN. 'T" EMBEDMENT LOCATE 6"-8" FROM ENDS AND 32' O.C. MAX. TEXTURED FINISH META -16 8' CMU WALL KNEE WALL DETAIL 2 TOBLOCK SCALE: 1/2' =1' -0" I 2X4X4' SECURE TO TRUSS W/ 3-12d 6"-8" O.G. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2-126 - SECURE TO BLK W/ META -16 2'-0" EXTENSI SCALE: 1/2"=1'-0' C # 8 RING SHANK GUN NAILS +� 6" O.C. IN FIELD J TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) "8 2' PECK SCREWS a 6"-8" O.G. MAX 0 EDGES E 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUS -FLOOR SHEATHING TYP. 3/4" T#G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE -ENG. TRUSS DBL. 2X TOP PLATE 1/16" OS.B.'va 2X BLOCKING a TOP OF I/16' O.SM. 2X STUDS 16" O.G. MAX. 1. 2X BTM. PLATE c 3/4' FLOOR DECKING' PRE- ENGINEERED FLOOR TRUSS 2x4 a TOP 4 BOTTOM CONT. HETA-16 BLK. WALL O CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK. t0 O.S.B. O HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING At PERIMETER OF O.S.B. t0 PROVIDE CONT. NAIL PATTERN REMAINING AREA TO BE SHEATHED FROM DBL. TOP Li PLATE TO HORIZONTAL BLOCKING. SHEATHING 0 top OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW �5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 9`XTLAL SHEATHING SCALE: 1/2' =1'-0' A R C H I T E C T S Desi n Grou Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a b d es i gngro u p. com AA #: 0003325 11 N, SECURE 2x t0 BLOCK W/ (2) &' TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 1 WITHIN a' of EACH q END AND l8" O.C. MAX LL SPACING. m SHEATHING OR—*' CDX PLYWOOD 2x4 BLOCKS CMU WALL 6 ARCH WINDOW FRAME A SECTION NOTE-- TYP. I=XT. SHEATHING ATTACHMENT FOR SHEAR E UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRE=D EXCEPT a OPENINGS 08 RING $HANK GUN NAILS A 4' Or- d) r TOP d BOTTOM EDGE$ • N . . . . . . . . . . d� PRE TRUW I-OP 2X4 BTM, PLA' 32' TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16' O.G. 7/16" OS.B. 1/2' A.B. W/ MIN. 'T" EMBEDMENT LOCATE 6"-8" FROM ENDS AND 32' O.C. MAX. TEXTURED FINISH META -16 8' CMU WALL KNEE WALL DETAIL 2 TOBLOCK SCALE: 1/2' =1' -0" I 2X4X4' SECURE TO TRUSS W/ 3-12d 6"-8" O.G. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2-126 - SECURE TO BLK W/ META -16 2'-0" EXTENSI SCALE: 1/2"=1'-0' C # 8 RING SHANK GUN NAILS +� 6" O.C. IN FIELD J TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) "8 2' PECK SCREWS a 6"-8" O.G. MAX 0 EDGES E 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUS -FLOOR SHEATHING TYP. 3/4" T#G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE -ENG. TRUSS DBL. 2X TOP PLATE 1/16" OS.B.'va 2X BLOCKING a TOP OF I/16' O.SM. 2X STUDS 16" O.G. MAX. 1. 2X BTM. PLATE c 3/4' FLOOR DECKING' PRE- ENGINEERED FLOOR TRUSS 2x4 a TOP 4 BOTTOM CONT. HETA-16 BLK. WALL O CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK. t0 O.S.B. O HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING At PERIMETER OF O.S.B. t0 PROVIDE CONT. NAIL PATTERN REMAINING AREA TO BE SHEATHED FROM DBL. TOP Li PLATE TO HORIZONTAL BLOCKING. SHEATHING 0 top OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW �5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 9`XTLAL SHEATHING SCALE: 1/2' =1'-0' A R C H I T E C T S Desi n Grou Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a b d es i gngro u p. com AA #: 0003325 SUBDIV. 8e LOT: TUSCA PLACE SOUTH LOT X21 PROJECT# 1'03.00 MODEL: "2498„ GARAGE OWING: LEFT PAGE: M18C. DETAILS ARCHITECT- STATE OF FLOF DA : 03/31/10 SCAM 1/4"=V-0" SHEET D2 OF2 I N, w w JU Q O z q U ENI 0 A m ti SUBDIV. 8e LOT: TUSCA PLACE SOUTH LOT X21 PROJECT# 1'03.00 MODEL: "2498„ GARAGE OWING: LEFT PAGE: M18C. DETAILS ARCHITECT- STATE OF FLOF DA : 03/31/10 SCAM 1/4"=V-0" SHEET D2 OF2 I _.__... __ ... .._ F15ERGLASS 5HINGLE5 2x4 BLOCKING BETWEEN2x4 BLOCKING 5ETWEEN OVER 015 FELT PAFER ON FI5ERGLA55 SHINGLES TRU55E5 AT FIRST TWO 5AYS O.S.B. SHEATHING OR TRUSSES AT FIRST TWO PAYS 4'-O" O.C. (AT SHEATHING OVER 1*15 FELT PAPER ON ✓' 4'-o O.C. CAT SHEATHING CDX PLYWOOD SECURED SEAMS) I6 O.S.B. SHEATHING OR 2° SCAMS) PER NAILING SCHEDULE COX PLYWOOD SECURED PRE -ENG GABLE TRU55 PRE -ENG GABLE TRUSS PER NAfLfNG SCHEDULE P.T. 1x2 W/ MTL. DRIP EDGE 2x4 NAILER MTL. DRIP EDGE GOVT. 2x4 RAT RUN SECURED W/ (2) CU - 126's EACH TRUSS F15ERGGLA55 SHINGLES 2x4 SUS -SAND CONT. 2x4 RAT RUN SECURED 2x4 SUB BAND TO SE INSTALLED a MID. POINT OF OVER 015 FELT PAPER ON ALUM. SOFFIT W/ (2)126's a EACH TRU55 "ALUM. SOFFIT TRUSS SPAN, OR 101-01, O.C. MAX. 0.5.8. SHEATHINGO R 2 5TIFF5ACK AT ALL UPRIGHTS TO SE INSTALLED a MID. COX PLYWOOD SECURED OVER 4'-10" HIGH (SEE POINT OF TRUSS SPAN, OR 5TIFF5ACK AT ALL SEE ENERGY CODE FORMS PER NAILING SCHEDULE SEALED ENG. FOR SIZE 4 10'-0" O.G. MAX. UPRIGHTS OVER 4'-10" FOR INSULATION R -VALUES. CONDITION.) NIGH (SEE SEALED ENG." GYPSUM BOARD OR 2" SEE ENERGY GODS FORMSFOR 51ZE 4 CONDITION) NIGH STRENGTH CLG. PRE -ENG TRUSS -- SEE ENERGY CODE FORMS 0.5.8. SHEATHING OR 2" FOR INSULATION R -VALUES. 16 O.S.S. SHEATHING OR2" BOARD FOR INSULATION R -VALUES. COX PLYWOOD. ATTACHED 51, MTL. DRIP EDGE "GYPSUM BOARD OR Ill HIGH PER NAILING SCHEDULE ON s GYPSUM SDARD OR 2 COX PLYWOOD. ATTACHED 2x4 NAILER HIGH STRENGTH CLG. PER NAILING SCHEDULE ON 2x4 SUS -SAND STRENGTH CLG. BOARD SHEET D5 BOARD SHEET D5 2x4 24" O.C. INTERIOR e'4 KNEE WALL VENTED ALUM. SOFFIT CONC_ FILLED LINTEL SLK �/s" THICK 3 COAT CEMENT CONC. FILLED LINTEL SLK/S" THICK 3 COAT CEMENT W/ (1) *5 REBAR CONTINUOUS GONG. FILLED LINTEL BLK PLASTER OVER GRADE W/ (1) #5 RESAR CONTINUOUS PLASTER OVER GRADE PRECAST LINTEL D FELT PAPER BACK "D" FELT PAPER SACK W/ C1) *'S fi�'EPAR' CONTINUOUS EMBED. STRAP VERIFY W/ METAL LATH OVER R-4.2 BATT. INSUL. METAL LATH OVER TRU55 PLAN R-4.2 BATT. INSUL. APPROVED HOUSE WRAP PRECAST LINTEL APPROVED HOUSE WRAP PRECAST LINTEL WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT AS OR GRADE "D"FELT WINDOW ATTACHMENT AS 1 "THf CK, 2 GOAT CEMENT PER MANUFACTURES PAPER PER MANUFACTURES PAPER PER MANUFACTURES SPE C IF I CAT IONS PLASTER APPLIED SPEGIFfCATfONS SPECIFICATIONS WEEP SCREED WEEP SCREED DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL 2) PRECAST SILL (SEE DETAIL 2) PRECAST SELL C1) RE VERTICALLY SECURE GABLE TO 2x�o P.T. (1) REBAR VERTICALLY SECURE CABLE TO 2x6 P.T. (1) 05 RESAR VERTICALLY W/ CONC. POUR CELL PLATE W/ 126'8 5" O.C. MAX W/ CONC. POUR CELL PLATE W/ 126's 8" O.C. MAX W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS SECURE 2x�o PT. PLATE TO Ix2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO �" �� Ix2 P.T. FURRING STRIPS �� :. �` ,� �� I �� 1 �o " O.C. 1� O.C. 1� O.C. LK W/ x9 ANCHOR BOLT W/ SLK W/ 1 "x9" ANCHOR BOLT W/ 2 WASHER SET IN SIMPSON 2" WASHER SET IN SIMPSON 8" CMU 5 CMU S CMU e I HIGHST STRENGTH EPDXY �" : I HIGH STRENGTH EPDXY i° 1/2" GYP. WL BO RE 1/2 GYP. WL. BD. EMBED. MIN. 32" OC MAX. 1/2 GYP. WL. BD. EMBED. MIN.. 32" OC MAX. �..— WOOD BASE �__ ----- WOOD SASE WOOD SASE n. 2"THICK, 2 COAT CEMENT a 2"THICK, 2 COAT CEMENT a N IF— • N N�� PLASTER APDL f ED PLASTER APPLIED a .. DIRECTLY TO MASONRY a DIRECTLY TO MASONRY a n 4 a 4 a m a a p d 1 -STORY GABLE 1 -STORY 1 -STORY GABLE W/ VAULT CLG. BLOCK WALLBLOCK WALL BLOCK WALL SCALE: 3/4"=V-0" -O 1A SCALE: 3/4"=V-0" B SCALE: 3/4"=I'-0" CM 2X4: CM 2X4: CM 2X4: SECURE TO BLOCK W/ %6' SECURE TO BLOCK W/ 3(6' SECURE TO BLOCK UJ/)4' 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 a WITHIN 8' OF EACH END a WITHIN 8' OF EACH END a 18' O.G. MAX SPACING.FLI 18' O.G. MAX SPACING. 18' O.C. MAX SPACING. 8' CMU 2X6: CEM 2X6: ® 2X6: ® NOTE: STRUCTURAL 2X MUST DRYWALL SECURE TO BLOCK W/2-%' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2 -W6' SECURE TO BLOCK W/1-1/4BE ON OUTSIDE a SECURED I"X4' OR I"X2' P.T. NAILER TAPCONS OR DRIVE PIN BE ON OUTSIDE a SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL. 2X MUST TAPCONS OR DRIVE PIN THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE a SECURED (MIN. SHANK SIZE .145 %" TAPCON MIN. 1-Y4' Ix4 P.T. OR %'X4' MIN. SECURE ' TAPCON MIN. 1-Y4' MIN. HEAD SIZE 300 THROU604 NON-STRUCTURAL MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 �i(t. EMBEDMENT INTO BLOCK THRU FRAME a EXTEND 1-Y4' MIN. EMBEDMENT 1 Y4") EMBEDMENT INTO BLOCK MIN. EMBEDMENT 1 Y4") 34" TAPCON MIN. I -Y4' MIN. EMBEDMENT 1 Y4 X16 ') INTO BLOCK W/ ' TAPCONS WITHIN S" OF EACH END aF1 DR DRIVE PIN 18' O.C. MAX SPACING. WITHIN S' OF EACH END a EMBEDMENT INTO BLOCK WITHIN S" OF EACH END x 8" CMU S CMU 18' D.C. MAX SPACING. 18' O.C. MAX SPACING. ,� a -1/1r'o O.S.B. OR CDX (MIN. SHANK SIZE .145 X' DRYWALL 8" CMU" DRYWALL 2XS: ® 2X8: l"wl' DRYWALL 2X8: ( , MIN. HEAD SIZE 300 I"X4' OR 1'X2' P.T. NAILER SECURE t0 BLOCK W/I-I/4' I X4 OR 1X2 P.T. NAILER TYVEK BUILDING WRAP MIN. EMBEDMENT I -Ya' SECURE To BLOCK W/2-�W6 , SECURE t0 BLOCK W/2-�(6' I X4 OR I X2 P.T.NAILER WITHIN 8' OF EACH END a 18' TAPCONS OR DRIVE PIN z(6 O.S.B. X 4 MIN. TAPCONS OR DRIVE PIN TIN. SHA OR DRIVE PIN �(6' O.SB. X 4" MIN. K SIZE .145 PAPER BACK O.C. MAX SPACING (MIN. ;THANK SIZE .145 DOOR CA51NG (MIN. SHANK SIZE .145 DOOR CASING MIN HEAD SIZE 300 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW GALV'D MTL. LATH DOOR CASING MIN. EMBEDMENT 1 Y4 ) MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4) ATTACH t0 2X PER ATTACH TO 2X PER ATTACH t0 2X PER WITHIN 8" OF EACH END a WITHIN 8 OF EACH END a TEXTURED DOOR JAMB OR WINDOW WITHIN S" OF EACH END a MANUFACTURES DETAILS. 18" O.C. MAX SPACING. MANUFACTURES DETAILS. 18' O.G. MAX SPACING. MANUFACTURES DETAILS. ATTACH TO 2X PER IS' O.G. MAX SPACING. FINISH tv WOOD MANUFACTURES DETAILS. WOOD ' WEEP SCREED NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Ya) NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya') NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") CONSTRUCTION/, DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3-7/16" " I. 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 SCALE SCALE: 1" = I' -0' SCALE: 1 " =1' -0 ° SCALE: 1 • =1' -0" � J CM 2x4: ® CIM ax4: 2X4: l� 2x4: S" SECURE TO BLOCK W/ GMU SECURE t0 BLOCK W/ SECURE t0 BLOCK W/ %6' (6' SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .14D (MiPNCSI-4ANK SIZE ONS OR DRIVE PIN 1/2" TEXTURED (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN HEAD SIRE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 " , FINISH a MASONRY MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 )4') MIN. EMBEDMENT 1 Y4) MIN. EMBEDMENT 1 Y4 ) WITHIN S' OF EACH END < WITHIN S' OF EACH END a WITHIN S' OF EACH END < NOTE: STRUCTURAL 2X MUST WITHIN 8' OF EACH END a 18' O.C. MAX SPACING. 18' O.C. MAX SPACING. 18" O.G. MAX SPACING. THROUGH NOIND STRUCTURAL 4 SECURED 18" O.G. MAX SPACING. 2X6: ® 2X6: ® 2X6: CEM %" TAPCON MIN. I -Y4' 2X6: CEM gt NOTE: STRUCTURAL 2X MUST SECURE t0 BLOCK W/2-%' EMBEDMENT INTO BLOCK SECURE TO BLOCK W/I-1/4 SECURE TO BLOCK W/2-3(6' SECURE TO BLOCK W/2-�(6 BE ON OUTSIDE a SECURED TAPCONS OR DRIVE PINF1 TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PINF1 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 8� GMU (MIN. SHANK SIZE .10 THROUGH OU OUTSIDE a SECURED MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 Yi6 TAPCON MIN. 1-Y4 MIN. HEAD SIZE 300 Y2 DRYWALL MIN. HEAD SIZE I Y4 THROUGH NOMI STRUCTURAL WEEP SCREED MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 Y4 EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4") 1'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT 1 Y4") E%MEDMETAPCON MIN. 1-Y,.' WITHIN 8' OF EACH END a WITHIN 8" OF EACH END a 8' CMU WITHIN S' OF EACH END a 10' O.C.S OF EACH END a EMBEDMENT INTO BLOCK DETAIL @) WOOD TO 1S' O.C. MAX SPACING. 18' O.G. MAX SPACING. 2ND C SECURE TO 18" D.MAX SPACING. S" CMU 18 O.C. MAX SPACING. S' CMU X�' DRYWALL STRUCTURAL MEMBER W/(2)12d 2X8: lel 2XS: l� X�' DRYWALL 2X8: ® I"X4' OR I"x2' P.T. NAILER 2x8: I WITHIN 8' OF EACH END a 6' SECURE t0 BLOCK W/I-I/4" %5' DRYWALL LOCK ®�T CONNECTION SECURE t0 BLOCK W/2-3(6 SECURE t0 BLOCK W/2-�(6' TO 8" O.G. MAX I"X4' OR 1'X2' P.T. NAILER .1L�I JLv 1 �L�I SECU� t0 BLOCK W/2-�(6' 1'X4' OR 1'X2" P.T. NAILER tAPCONS OR DRIVE PIN I P.T.X 4 MIN. TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 1" P.T. X 4' MIN. (MIN. SHANK SIZE •145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING SCALE: 1 1/2"=V-0` (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. 1-IEAp SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 ppoR CASING MIN. HEAP SIZE 300 DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 Y4 ) MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 Y4') ATTACH t0 2X PER ATTACH tD 2X PER WITHIN 8' OF EACH END a DOOR JAMA OR WINDOW WITHIN S' OF EACH END a ATTACH t0 2X PER WITHIN S" OF EACH END a WITHIN 8' OF EACH END a 18' O.C. MAX SPACING. MANUFACTURES DETAILS. 18' O.G. MAX SPACING. MANUFACTURES DETAILS. 1S' O.G. MAX SPACING. MANUFACTURES DETAILS. 18' O.G. MAX SPACING. ATTACH t0 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +1-1/2" DOORJAMB TO BLOCK +2 1/,4 DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/,4" R WINDOW TO BLOCK +1-1 2" WINDOW TO BLOCK +2 1/ 4 WINDOW TO BLOCK +3 @__jW1jtNLD0MW TO BLOCK +3 3 4D SCALE: 1" -I' -m" SCALE: 1'=1'-0"E: 11z1'-0" ARCH ITECTS Design I roupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PW: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 N�NNer SUSDIV. & LOT: TUSCA PLACE SOUTH LOT #21 PRO T# 1703.00 MODEL: "2498" GARAGE SWING: LEFT PAGE: MONOLITHIC 1- STORY WALL SECTIONS & NOTES ARCHITECT: STATE OF FLORIDA MAR 2010 JA CANTWELL NO 12079 Dp T 03 31 10 SCALE: 1/4"=1'-0" SHEET D3o3r2 I w w w coc G Z u h 0 A < do N�NNer SUSDIV. & LOT: TUSCA PLACE SOUTH LOT #21 PRO T# 1703.00 MODEL: "2498" GARAGE SWING: LEFT PAGE: MONOLITHIC 1- STORY WALL SECTIONS & NOTES ARCHITECT: STATE OF FLORIDA MAR 2010 JA CANTWELL NO 12079 Dp T 03 31 10 SCALE: 1/4"=1'-0" SHEET D3o3r2 I FIBERGLASS SHINGLES OVER *15 FELT PAPER ON 16" D.S.B. SHEATHING OR 2" 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 2" CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5. THICK, 3 COAT CEMENT PLASTER OVER GRADE "D" FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE "D" FELT PAPER NOTE: SHEATHING MUST NOT BREAK 1'-0" MIN. FROM 2ND FLR LINE 2x4 CONT. e TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 15 FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2A) EMBED. STRAP VERIFY W/ TRU55 PLAN z"THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2—STORY FIRST FLOOR BLOCK SECOND FLOOR FRAME SCALE: 3/4"=V-011 2x STUDS -w 16" O.G. MAX W/ R-11 BATT. IN5UL. MIN. " T 4 G 5U5FLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE -ENG FLOOR TRUSS 5IMPSON HETA-16 EMBED. STRAP 'w 32" O.C. MAX VERIFY W/ TRUSS PLAN g" GYPSUM BOARD OR 2" HIGH STRENGTH CLG. BOARD 2 EE ENERGY CODE FORMS OR INSULATION R -VALUES. " GYPSUM P OARD OR 11GH- STRENGTH CLG. 3OARD 'W15T STRAP VERIFY W/ 'RUBS PLAN UINDOW ATTACHMENT AS DER MANUFACTURES �PECIF ICAT IONS UINDOW BILL )x STUDS -s 1(o " O.C. MAX W/ ;Z-11 BATT. IN5UL. MIN. T" T 4 G 5U5FLOOR GLUED 4ND NAILED AS PER -4AILING SCHEDULE FDRE-ENG FLOOR TRUSS INSTALL PER MFG. SPECS.) s" GYPSUM BOARD OR 2° HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) 'S REBAR CONT INUOU; R-4.2 BATT. INSUL. PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIF ICAT IONS PRECAST SILL (1) *5 RREBAR VERTICALLY W/ CONC. POUR CELL Ix2 P.T. FURRING STRIPS a 16 " O.C. 8" CMU 1/2" GYP. WL. BD. WOOD BASE FIBERGLA65 SHINGLE5 OVER #15 FELT PAPER ON 7/16" 0.5.8. SHEATHING OR CDX PLYWOOD SECURED PER NAILING SCHEDULE MTL. DRIP EDGE 2x4 BUB -BAND ALUM. SOFFIT 5TIFF5ACK AT ALL UPRIGHTS OVER 41-1011 HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ "x6" 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 s 24" O.G. MAX WINDOOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS Ib O.S.B. SHEATHING OR CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5 '/S" 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. G TOP AND BT. OF FLR TRUSS (TOP 2x4 5UPFORT5 BT PLATE OF 2ND FLR, BT. 2x4 15 FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2A) EMBED. STRAP VERIFY W/ TRU55 PLAN i"THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONR`r 2—STORY GABLE FIRST FLOOR BLOCK SECOND (I FLOOR FRAME A SCALE: 3/4`=I'-0" 2x STUDS -m 16" O.C. MAX W/ R-11 BATT. IN5UL. MIN. 3" T 4 G SUBFLOOR GLUED AND NAILED A5 PER NAILING SCHEDULE PRE -ENG FLOOR TRU55 s GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) *B REBAR CONTINUOUS WOOD CONSTRUCTION 2x4 BLOCKING BETWEEN TRU55E5 AT FIRST TWO BAPS 4'-0" O.G. CAT SHEATHING SEAMS) PRE -ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 12d's a EACH TRU55 SEE ENERGY CODE FORMS FOR INSULATION R-VALUE5. I" GYPSUM BOARD OR �" HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS WINDOW SILL 2x STUDS -w 16" D.C. MAX W/ R-11 BATT. IN5UL. MIN. i" T 4 G 5U5FLOOR GLUED AND NAILED A5 PER NAILING SCHEDULE PRE - ENG FLOOR TRU55 ( INSTALL PER MFG. SPECS.) J" GYP5UM BDARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER 5PECIFICATION5 PRECAST SILL (1) 05 REBAR VERTIGALLI' W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS ow 16 " O.C. 8" CMU 1/2" GYP. WL. BD. WOOD BASE 1/16" O.S.B. OF, i" CDX TYVEK BUILDING WRA PAPER BACK -GALV'D MTL. LATH -1/8" TEXTURED FINISH Is WOOD -WEEP SCREED zOL 8" CMU 1/2" TEXTURED FIN 15H a MA50NRY WEEP SCREED DETAIL Ca) WOOD TO 2A LOCK CONNECTION SCALE. 1 1/2"=V-0" A R C H I T E C T S L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h 0.5.8. SHEATHING OF, CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET w D5 r. s"THICK, 3 COAT CEMENT PLASTER APPLIED TO METAL w LATH OVER 2 LAYERS OF GRADE D BUILDING PAPER OR PAPER BACKED LATH OVER AN APPROVED HOUSE WRAP G 2x4 CONT. -a TOP AND BT. OF -Z FLR TRU55 (TOP 2x4 SUPPORT5 BT PLATE OF 2ND d FLR, BT. 2x4 15 FOR WALL SHEATHING NAILER) a. WEEP SCREED o a (SEE DETAIL 2A) o � EMBED. STRAP VERIFY W/ TRUSS PLAN z"THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/ PERPENDICULAR PRE—ENG FLOOR TRUSS U SCALE- 3/4"=l' -O" 2x STUDS -m 16" O.C. MAX W/ R-11 BATT. IN5UL. MIN. 3" T 4 G SUBFLOOR GLUED AND NAILED A5 PER NAILING SCHEDULE PRE -ENG FLOOR TRU55 s GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) *B REBAR CONTINUOUS WOOD CONSTRUCTION 2x4 BLOCKING BETWEEN TRU55E5 AT FIRST TWO BAPS 4'-0" O.G. CAT SHEATHING SEAMS) PRE -ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 12d's a EACH TRU55 SEE ENERGY CODE FORMS FOR INSULATION R-VALUE5. I" GYPSUM BOARD OR �" HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS WINDOW SILL 2x STUDS -w 16" D.C. MAX W/ R-11 BATT. IN5UL. MIN. i" T 4 G 5U5FLOOR GLUED AND NAILED A5 PER NAILING SCHEDULE PRE - ENG FLOOR TRU55 ( INSTALL PER MFG. SPECS.) J" GYP5UM BDARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER 5PECIFICATION5 PRECAST SILL (1) 05 REBAR VERTIGALLI' W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS ow 16 " O.C. 8" CMU 1/2" GYP. WL. BD. WOOD BASE 1/16" O.S.B. OF, i" CDX TYVEK BUILDING WRA PAPER BACK -GALV'D MTL. LATH -1/8" TEXTURED FINISH Is WOOD -WEEP SCREED zOL 8" CMU 1/2" TEXTURED FIN 15H a MA50NRY WEEP SCREED DETAIL Ca) WOOD TO 2A LOCK CONNECTION SCALE. 1 1/2"=V-0" A R C H I T E C T S L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h w w w d o � U z A U h a Q � r m &A PLACE 0UTH T #21CT#03.00 MODEL: "2498" GARAGE STfMG: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA y DA :033110 :SCALE: 1/4"=1'-0" SHEET 1)4o3pp2 I *NOTE: NAIL SHEATHING TO ALL 2X AS PER EXT. SHEATHING NAILING-,:, Sol 4 O.G. i„1AX 's EDGES 4 �o"-S" O.G. 1" IAX IN THE FIELD Pf�ECASt 1- IL- ADERMIN) ---- A 17 DBL. TOP PLATE 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON SECURE 2 X RIP t0 FIT OR DRIVE PIN (MIN SHANK SIZE.145 DBL. TOP PLATE W/2 -12d5 6"-8' O.C. MAX. MIN DEAD SIZE 3001/8" TEXTURED FINISH MIN EMBEDMENT 1 1/4') 2X4 16' O.G. MAX. -1/16" OSB SHEATHING S' FROM EACH END AND 18'ify O.G. MAX. MIN 1-1/4' EMBEDMENT�D 2 X 4 16 O.G. MAX. 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON$� (WHEN OVER 16' IN HIEGHT.) OR DRIVE PIN (MIN SHANK SIZ! MIN HEAD SIZE 300 00 SECURE 2X4 W/ 2 -34W2 -34W2 X 4 (WHEN OVER 16" IN HIEGHTJ MIN EMBEDMENT 1 TAPCONS OR DRIVE PIN 1/4' TEMPERED MASONITE (MIN. SHANK SIZE .145 MIN. GLUE 4 NAIL W/Sd'S 8"-12" O.G. S' FROM EACH END AND IS' HEAD SIZE 300 MIN. O.C. MAX. MIN 1-1/4' EMBEDMENT EMBEDMENT 1 Y4' W/IN 8" IF NEEDED. 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON EA. END NOT t0 EXCEED BT. PLATE 2 X SOLID 5LK'G 6 ARCH OR DRIVE PIN (MIN SHANK SIZE.145 181 O.G. MAX SECURE W/2 -12d EACH END MIN HEAD SIZE .300 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/49 SECURE TO SHEATHING W/ ATTACHMENT PER 8' FROM EACH END AND 18' MIN. 2-12d PER 51-K- EA. END MANUFACTURERS, SPEC 5_ O.C. MAX. MIN 1-1/4' EMBEDMENT '1/16' OSB SHEATHING: BLOCKING SECURE I/2" PLYWOOp MTL WDW FRAME CMU WALL 2X4 SOLID OR 1/16' O.S.B. *NOTE: NO GAP 0 WDW FRAME TO SHEATHING WITH TO EXCEED 1/4' ARCHWAY DETAIL MIN. 2-12d PER BLK. EXTERIOR ARCHWAY ARCHWAY DETAIL 1 16" AND UNDER EA. END WITH WINDOW C 2 UTAWAY SCALE: 1/2"=1'-0" SCALE: 1/2 ■i'-0' A SCALE: DBL. TOP PLATE 2X4 16' O.C. MAX. SECURE 2X4 TO WOOD W/2 -12d a 6"-8' O.G. STAGGERED SECURE 2x4 W/ 2-346' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1)14'W/IN 8' EA. END NOT t0 EXCEED 18' O.C. MAX 2X4 SOLID BLOCKING SECURE TO SHEATHING WITH MIN. 2-12d PER BLK EA. END 3 EXTERIOR ARCHWAY SCALE: 1/2"=1'-0" X.- O.S.B. DRY' PLYWOOD SHEATHING 2U. +'15 BLDG. FELT O3 24' WIDE 26 GA. GALVANIZED METAL FLASHING MUST ADD D1910, 36' WIDE AND AND MUST BE A MIN 24' WIDE METAL. FIBERGLASS SHINGLES PRE -i --B TRUSS 1/2' CLG. BOARD 4 TEXT. SIMP50N SP42X4 RBL. TOP PLATE a EVERY 1/2" DRYWALL OTHER STUD T2X4 WOOD STUDS +16' O.G., UN.O. ON TRUSS PLAN 2X4 CONI. STRESS BLOCKING MID -WALL 2X4 PT. PLATE SIMPSON SP4 +3 32' O.G. MAX 1/2'X9" A.S. 32' O.G. 1" EMBEDMENT C_ C. SLAB 2 +'5's CONT. 1 -STORY INT. BEARING WALL SCALE: 1/2' =1' -0" NOTE: FOR WALLS W/NO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. PRECAST HEADER(MIN) 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') S' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4" EMBEDMENT 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 S' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 1/16' OSB SHEATHING MIN EMBEDMENT 1 1/49 2X4 16' O.C. MAX. 8' FROM EACH EMD AND 18' (WHEN OVER 16' IN HEIGHT.) O.C. MAX. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ MIN. 2-12d PER 151-x. EA. END ARC gWAY DETAIL �)_ 16 AND UP SCALE: I/2"=1' -0' r�,1CLOSED VALLEY FLASHING DETAIL N.T.S. PRE -ENG TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRE55 BLOCKING MID WALL 2x STUDS 0 16' O.C. MAX J" t 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE IST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MSTA-36 0 32- O.C. MAX PRE -ENG FLOOR TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS a 16' O.C. MAX 1/2" GYP. WL. BD. SECURE BT. PLATE TO SLAB W/ 9'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1" EMBED. MIN. SIMPSON 51=4 IP 32' O.C. MAX ( D - INT. 2—STORY L.B.W. SCALE: 1/2"=1'-0' 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON �— CONT. 2x4 SPF RAT RUN ' OR DRIVE PIN (MIN SHANK SIZE.145 SECURED W/ (2) 12d's a EACH MIN HEAD SIZE 300 TRUSS MIN EMBEDMENT 1 1/4') (2) 2x4 *2 S.Y.P. DIAGONAL BRACE W/ (3) 8' FROM EACH END AND 18" EXISTING BLK ABY. O.G. MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 1/9" TEXTURED FINISH OR DRIVE PIN (MIN SHANK SIZE.145 W IGH STRENGTH CLG. STUDS a 16' O.C. MIN HEAD SIZE 300 MTS -12 0 EVER STUD 1/16'065 SHEATHING MIN EMBEDMENT 1 1/49 2 X 4 16' O.G. MAX. 8' FROM EACH ENP AND 18' (WHEN OVER 16' IN HEIGHT.) O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16' 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 16' IN HEIGHT.) OR DRIVE PIN (MIN SHANK SIZE.145 BRACE DIVIDED EQUALY FROM CENTER TO END 2 X SOLID BLK'G 0 ARCH MIN HEAD SIZE .300 8 SCALE: 1/2' =1' -0" SECURE W/2 -12d EACH END MIN EMBEDMENT 1 1/49 8' FROM EACH END AND 18' ATTACHMENT PER O.G. MAX. MIN 1-1/4' EMBEDMENT MANUFACTURER'S SPEG'S. MTL WDW FRAME 1/4' TEMPERED MASONITE 'NOTE: NO GAP * WDW FRAME GLUE 4 NAIL W/8d'S 8'-12' O.C. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL B CUTAWAY SCALE: 1/2' =1'-0' ASPHALT SHINGLES OVER e 15 FELT ON 1/16' O.S.B. PRE -ENG TRUSSES OR PRE -ENG GABLE TRUSS CONY. FRAMED RAFTERS SPF STIFFBAGK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 2x4 SPF BLOCKING BETWEEN TRUSSES At ir SEAMS)TWO BAYS 4'-0' O.C. (AT SHEATHING J' O.S.R. SHEATHING OR J" ' COX PLYWOOD SECURED PER NAILING SCHEDULE 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3)12d NAILS OR MIN. (4) 10d C16N NAILS — Ixb COLLAR TIE AT EVERY OT4ER RAFTER W/ MIN. (3) 126 NAILS OR MIN. (4) 10d GUN NAILS - 2x RAFTERS — 1x8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS 0 EA. TRUSS- "e RAFTER TO TRUSS MTS -12 CREATE VOID FOR STRAP PENETRAT ION — ROOF DECKING OVER PRE -ENCS TRUSSES— PRE -ENG. TRUSS— ALTERNATE CONNECTION MSTA-24 RAFTER TO BLK'G BETWEEN TRUSSES— CONY. ME - MED ROOF 0'-0' TO 30'-0" (U 'X' BRACE 30'-1' TO 60'-0' (3) 'X' BRACE 0 'X' BRACE a CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER —r M 15 FELT ON '1/16' O.S.B. (2) 2X4 02 SYP DIAGONAIL BRACE —� W/ 3-12d a EA TRUSS l DIAGONAIL BRACE TO COVER 5 -TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS SPF ST IFFBACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 1/16' OSB SHEATHING USE 8d NAILS At 4' o.c. EDGE 4 6' o.c. FIELD 2X4 W/ 3/8' X 5 A a *32" O.C. MAY OR SIMPSON MSTA-24 0 32' O.G. MAX. , SHEATHING NAILING TO BE 6"-8" O.C. IN FIELD 4" O.G.*ALL EDGES W/Sd NAILS SCALE: 1/2'-V-0" FINISH a LANDING 3/4" PLYWOOD F.F. TRUSS 24' o.c. 1/2" CLG. BOARD NAIL CONT. RAT RUN TO TRUSS W/ (2) 12d a EA. TRUSS 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16' O.C. MAX. 12° M 1115 UPLIFT SIMPSOM HTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL " 2350 UPLIFT (2) SIMPSOM HT5M20 ONE EA. SIDE OF TRUSS OPPOSITE SIDE OF BLOCK W/10 106 TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE -ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2' APART gTRUSS AN1C HOR RETROFIT 1 3/4" PLYWOOD WITH LANDING DETAIL 412-D COMMONS NAILED THRU 3/4" FINISH 1@ LANDING PLYWOOD INTO 3/4" PLYWOOD F.F. EACH STRINGE�Z 3-2x12 SYP STRINGER ' D5L 2X12 REINFORCED W/2X4 aPF OR JOIST W/CONT. 5EAD OF 5U5 -FLOOR ADHESIVE PL -400 OR SIMILAR EA HORIZONTAL RUN SECURE TREADS TO STRINGER W/(3)#8 3" SCREWS 6 EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUIB-FLOOR SHEATHING NOTE: STAIRS RISERS TO CONFORM TO FBC 2001 2R+1T=24"-2r5 3/16" MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/5" MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO 8E 1 3/411+-1/4" OR PROVIDE EQUIVALENT GRASPAB I L I TY WINDERS- MIN. b" WIDE a NARROW END MIN. 11" WIDTH 1w 12" FROM NARROW END 34" MIN. HANDRAIL NGT. 36" MIN. FINISH WINDER DETAIL 2X12 TREAD CUT TO F I T 1-1X8 RISER lm" , LESS THAN 4" TTP. PETWEEN SPINDLES NAND RAIL 1/2" DR"r'WALL-� 1X10 TRIM ---- -V �-1" NOSING TTP. (3) 106 CUT NAILS 2 X4 P.T. SLEEPER INTO m SLAB r q CI rrl A T T-) cr 171 /-4 rP T n AT n U m A T T C SCALE: 3/4"=V-0" A R C H I T E C T S Desmign Group ��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h �— CONT. 2x4 SPF RAT RUN ' SECURED W/ (2) 12d's a EACH TRUSS 2x4 BLOCKING UNDER (2) 2x4 *2 S.Y.P. DIAGONAL BRACE W/ (3) WALL STUDS SGURE 12d's 1v EACH TRUSS (DIAGONAL BETWEEN TRUSS BAYS W/ X -BRACING TO COVER 5-TRUSSE5 (3) 12d's EACH END I" GYPSUM BOARD OR 2x DOUBLE TOP PLATEHIGH W IGH STRENGTH CLG. STUDS a 16' O.C. NOTE: BOARD MTS -12 0 EVER STUD DIAGONAL BRACE a CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE a ANY SPAN V-0" OR GRATER REFER TO 2X4 BT_ PLATE TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT - W y 0' -C' TO 30'-0" (1) X -BRACE 30'-1' TO 60'-0' (3) X -BRACE (1) X -BRACE a CENTER AND (2) DORMER BRACE DIVIDED EQUALY FROM CENTER TO END ATTACHMENT GABLE X—BRACING 8 SCALE: 1/2' =1' -0" SCALE: 1/2' =1'-0' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3)12d NAILS OR MIN. (4) 10d C16N NAILS — Ixb COLLAR TIE AT EVERY OT4ER RAFTER W/ MIN. (3) 126 NAILS OR MIN. (4) 10d GUN NAILS - 2x RAFTERS — 1x8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS 0 EA. TRUSS- "e RAFTER TO TRUSS MTS -12 CREATE VOID FOR STRAP PENETRAT ION — ROOF DECKING OVER PRE -ENCS TRUSSES— PRE -ENG. TRUSS— ALTERNATE CONNECTION MSTA-24 RAFTER TO BLK'G BETWEEN TRUSSES— CONY. ME - MED ROOF 0'-0' TO 30'-0" (U 'X' BRACE 30'-1' TO 60'-0' (3) 'X' BRACE 0 'X' BRACE a CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER —r M 15 FELT ON '1/16' O.S.B. (2) 2X4 02 SYP DIAGONAIL BRACE —� W/ 3-12d a EA TRUSS l DIAGONAIL BRACE TO COVER 5 -TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS SPF ST IFFBACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 1/16' OSB SHEATHING USE 8d NAILS At 4' o.c. EDGE 4 6' o.c. FIELD 2X4 W/ 3/8' X 5 A a *32" O.C. MAY OR SIMPSON MSTA-24 0 32' O.G. MAX. , SHEATHING NAILING TO BE 6"-8" O.C. IN FIELD 4" O.G.*ALL EDGES W/Sd NAILS SCALE: 1/2'-V-0" FINISH a LANDING 3/4" PLYWOOD F.F. TRUSS 24' o.c. 1/2" CLG. BOARD NAIL CONT. RAT RUN TO TRUSS W/ (2) 12d a EA. TRUSS 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16' O.C. MAX. 12° M 1115 UPLIFT SIMPSOM HTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL " 2350 UPLIFT (2) SIMPSOM HT5M20 ONE EA. SIDE OF TRUSS OPPOSITE SIDE OF BLOCK W/10 106 TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE -ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2' APART gTRUSS AN1C HOR RETROFIT 1 3/4" PLYWOOD WITH LANDING DETAIL 412-D COMMONS NAILED THRU 3/4" FINISH 1@ LANDING PLYWOOD INTO 3/4" PLYWOOD F.F. EACH STRINGE�Z 3-2x12 SYP STRINGER ' D5L 2X12 REINFORCED W/2X4 aPF OR JOIST W/CONT. 5EAD OF 5U5 -FLOOR ADHESIVE PL -400 OR SIMILAR EA HORIZONTAL RUN SECURE TREADS TO STRINGER W/(3)#8 3" SCREWS 6 EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUIB-FLOOR SHEATHING NOTE: STAIRS RISERS TO CONFORM TO FBC 2001 2R+1T=24"-2r5 3/16" MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/5" MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO 8E 1 3/411+-1/4" OR PROVIDE EQUIVALENT GRASPAB I L I TY WINDERS- MIN. b" WIDE a NARROW END MIN. 11" WIDTH 1w 12" FROM NARROW END 34" MIN. HANDRAIL NGT. 36" MIN. FINISH WINDER DETAIL 2X12 TREAD CUT TO F I T 1-1X8 RISER lm" , LESS THAN 4" TTP. PETWEEN SPINDLES NAND RAIL 1/2" DR"r'WALL-� 1X10 TRIM ---- -V �-1" NOSING TTP. (3) 106 CUT NAILS 2 X4 P.T. SLEEPER INTO m SLAB r q CI rrl A T T-) cr 171 /-4 rP T n AT n U m A T T C SCALE: 3/4"=V-0" A R C H I T E C T S Desmign Group ��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W W y v W W 0Ci Z U 0 A SVHDIV. & LAT: TUSCA PLACE SOUTH LOT #21 PPROJECT# 1'703.00 MODEL: "2498" GARAGE SWING: LEFT PACE: misc. DETAILS ARCHITECT: STATE OF FLORIDA 2010 DA : 03/31/10 SCALE: 1/42°=1'-0" SHEET ID 5 OF2 1