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2112 Lili Petal Ct 11-510 (a)FOR: f www,. arnor-ton, com CBC1 252212 5850 T. G. LEE BLVD. SUITE 600 ORLANDO, FL. 32822 Tel: (407) 850-5200 Fax: (407) 850-5300 • STATE OF FLORIDA DESIGN CRITERIA: -COVER PAGE ABBREVIATIONS GN CERTIFIED BUILDING CONTRACTOR:. PG 1 -FOUNDATION PLAN PG 1A FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABv. ABOVE Lay. PG W/2�lOJ SUPPLEMENT A/C AIR CONDITIONING LUM. -FIRST FLOOR PLAN PG ADJ. AD=TABLE M.C. 4C 2007 FLORIDA FIRE PREVENTION CODE ALT, ALTERNATE MFR. D.R. HORTON HOMES • NATIONAL ELECTRICAL CODE (NEC) - 2008 EDITION B' D. BBA �E 7B 5850 T.G. LEE BLVD. SUITE 600•ALL LOCAL AND STATE CODES CL CENTERLINE MTD' J -ELECTRICAL PLAN CAB. CABINET MIL. ORLANDO,, FL, 32822 D2-MISC. DETAILS PG N.T.S. -STORY WALL SECTIONS PG CLLR. CLEAR TEL: (40 7) 850-5200 CPT. CFTC CONCRETE CARPET PL P.B. FAX:407 850-5300 ( ) .00CUPANCY - RESIDENTIAL, GROUP R3 C.T. D. CERAMIC TME DRYER PH. PLT. o CONSTRUCTION TYPE - VB DBL" DOUBLE PLYWD. D.G. DUAL GLAZED PR. • MIN. INTERIOR FINISH - CLASS B DIA. DIAMETER P,T, q o BASIC WIND SPEED - 120 MPH (M/S) DIM. DISP. DIMENSION DISPOSAL R. RAD, • 1 -STORY RESIDENCE - DP. DEEP R.A.G. • STATE OF FLORIDA • 2 -STORY RESIDENCE - MAX. HEIGHT AS PER DR. D S. DOOR DOWNSPOUT RM. PROFESSIONAL ARCHITECT: LOCAL AND STATE CODES DTL, ' DETAIL DISHWASHER R.O. SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 a S.D, JAMES CANTWELL USED FOR DESIGN INCLUDE: ELEV. EQ. ELEVATION EQUAL. S.H. SET. AR N O 12079 • CONCRETE MASONRY RESIDENTIAL EXH. EXHAUST SHTHG. . *CONSTRUCTION WOOD FRAME CONSTRUCTION EXTERIOR sIM • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 FEXT. . ./FX . F.G. FIXED GLASS FUEL GAS SL_ A.B. DESIGN GROUP, INC. FFLLR. o R sm L SQ.FT. CALC. S 1441 NORTH RONALD REAGAN BLVD. FLUOR. FLUORESCENT sws LONGWOOD, FLORIDA 3 2 7 5 0 LIvING (IST.) 1047 SQ. FT. FR. DR. FTG. FRENCH DOOR TEMP. Tel: (407) 774—FO"78 L1vINC 12N1�.) 1=LI^v. "4" 112 SQ. FT. GA. FOOTING GAUGE THK. LIvING (2ND.) ELEv. "5" 4 "C" 1152 SQ FT GAR, DISP. GARBAGE DISPOSAL T.O.C. Fax: / 4 0 7\ 774-4078 G.F.I. GROUND -FAULT CIRCUIT T.O.P. 1 j INTERRUPTER T.O.S. TOTAL LIvING ELEv. "A" 2219 SQ. FT. GL. GYP. BD. GLASS GYPSUM BOARD TYP. U.N.D. TOTAL LIVING 1=LEv. "S' 4 'C" 2199 5Q. FT. H.B. 11c, HO BM HOLLLOWLOW CORE V.P. PLAN REVIEW PORCH S6 50. FT, HDR, HOT. OR HT HEADER HEIGHT W. W/ DATE CHECKED BY: GARAGE 405 50FT INSUL. INT. INSULATION INTERIOR WD. WDW. W/H W.I. TOTAL ELEV. "A" 2680 SQ. FT. TOTAL ELEV. "5" 4 "C" 2660 50. FT, PATIO 35 SQ. FT. OPT. COv. PATIO 165 SQ. FT. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER hf[NIvIUM 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 WOOD WINDOW WATER HEATER WROUGHT IRON REVISIONS REV. DATE DESCRIPTION 1 10/06/10 CONTROL C)ATE 2 10/26/10 CON5TRUCTION D005 C0h'11=LETr=D INDEX OF IDPAWINGS SHEET # DESCRIPTION PG C1 -COVER PAGE PG GN -GENERAL NOTES PG 1 -FOUNDATION PLAN PG 1A -DOWEL PLAN PG 1B -LINTEL SCHEDULE PG 1C -WIND LOAD CALCULATIONS PG 2 -FIRST FLOOR PLAN PG 3 -SECOND FLOOR PLAN PG 4C -FRONT & REAR ELEVATION "C" PG 5C -LEFT & RIGHT ELEVATION "C'P PG 6BC-FIRST FLOOR FRAMING PLAN ELEVATION "B" & "C" PG 7B -SECOND FLOOR FRAMING PLAN ELEVATION "B" & "C" PG 8 -ELECTRICAL PLAN PG J -ELECTRICAL PLAN PG D1 -FOUNDATION DETAILS PG D2-MISC. DETAILS PG D31 -STORY WALL SECTIONS PG D4-MISC. DETAILS PG 4-MISC. DETAILS A R C H IT E C TS Design G ro u pin. 1441 N. HUNALU KtAGAN tSLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: ,407-774-4078 www.a bdesigngrou p.com AA #: 0003325 iSLTBDIV. & LAT: TUSCA PLACE NORTH LOT 1039 PROJECT# 1664.054 iiODEL.: "2200" GARAGE SWING: LEFT PAGE: COVER PAGE ARCHITECT- STATE OF FLORIDA GCC 0AIN10 CANTWELL 10 12079 DR T 12/9/10 :1/4,2-1,-0„ 0 w W �o q U ti iSLTBDIV. & LAT: TUSCA PLACE NORTH LOT 1039 PROJECT# 1664.054 iiODEL.: "2200" GARAGE SWING: LEFT PAGE: COVER PAGE ARCHITECT- STATE OF FLORIDA GCC 0AIN10 CANTWELL 10 12079 DR T 12/9/10 :1/4,2-1,-0„ 0 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05, 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 ii. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 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 8301.6 OF THE FBC 2007 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 II. CONCRETE TILES 25 E. WIND LOAD CRITERIA I. BASIC WIND SPEED 120 MPH II, WIND IMPORTANCE FACTOR (IW) 1.0 III. EXPOSURE CATEGORY B IV. WIND DIRECTIONALITY FACTOR (KD) 0.85 V. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±0.55 ENCLOSED BUILDINGS ±0.18 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/ -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 1h THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/" 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION - MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1 / ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN 1/4 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: L #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: L #11 AND SMALLER 3/" 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 5/8" 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 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7116" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. 12, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 0240. 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 CPUC. 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH'/" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.; ` 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. iU 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. rA � ,V,� 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. r, 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 z" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR311.2. A R C H IT E 6 TS Design Group,nc. 1441 N. RONALD KtAUAN tSLVU. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 8 UBDIV, 8c LOT: TUSCA PLACE NORTH LOT 1039 PROJECT 1604.054 MODEra "2200" G".&GE SWING-. LEFT P'A4E: GENERAL NOTES ARCHITECT STATE OF FLORIL7A TI -C 0 NO 12079 DA's. 12 9 10 SCALE: 1/4"=1'-0" SHEET OFIIGN N W � b II � O q U 4 8 UBDIV, 8c LOT: TUSCA PLACE NORTH LOT 1039 PROJECT 1604.054 MODEra "2200" G".&GE SWING-. LEFT P'A4E: GENERAL NOTES ARCHITECT STATE OF FLORIL7A TI -C 0 NO 12079 DA's. 12 9 10 SCALE: 1/4"=1'-0" SHEET OFIIGN 24"X24"X12" CONC. PAD LU/3-45 e,4R5 E.W. (ON GI -1,411R) _ MIN. 3" COVER 22'-3" 14'-O" -4 1/2" D1 4 41 � D1 CONC U) D1 -3 1/2" v 12'-11I EXt1=ND 5LA5 11/2 1 COVERED PATO F i� i A R C H! T E C TS Design rou p ,nc. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 mmabdesigngroup.com AA #: 0003325 SUBDly. & LOT-. TUSCA. PLACE NORTH LOT 1039 PROJECT# 1664.054 MODEL: "2200" GARAGE SV'ING: LEFT PAGE: FOUNDATION PLAN ARCHITECT= STATE OF FLORIDA 9 1010 JAMELL LCA A9 PRI. DAT 12/9/10 SIC AT 1/431-1'—O„ SHEET 0 Fl W w w O O q U A � SUBDly. & LOT-. TUSCA. PLACE NORTH LOT 1039 PROJECT# 1664.054 MODEL: "2200" GARAGE SV'ING: LEFT PAGE: FOUNDATION PLAN ARCHITECT= STATE OF FLORIDA 9 1010 JAMELL LCA A9 PRI. DAT 12/9/10 SIC AT 1/431-1'—O„ SHEET 0 Fl _1 m n r Y m m w w 61 Y O N � U Y � n� q p � m ti Y cU Y r - Y b- 1 r— jf'A �. Design Group,nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 82750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h w w w O � U q p � ti SU331DIV, & LOT: TUSCA PLACE NORTH LOT 10139 PROJECT# 1664.054 MODEL: "2200" GARAGE SWING: LEFT PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA SEC 2 a` JAMES ELL AR 079 uwimum�ri� PRIN DAT 12/9 1Q SCALE: 1/4$'=11-0)3 SHEET IA 031110 A R C H I T E C T S N. RONALD REAGAN E -ONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 rww.a bdesigngrou p.cor AA #: 0003325 ti W � D p � O � u A � SU113IDIV. & LOT: TUSCA PLACE NORTH LOT 1039 IFROJECT# 1664.454 MOIDEL: "2200>> GARAGE SWING: LEFT PACE: LINTEL SCHEDULE (CAST -CRETE) ARCHITECT= STATE OF FLORIDA 2010 DAZ s 12/9/10 SCALE: 1/4"=1'-O" SHEET B ��1 Lu E < I uj,4 CONCf'ETE FIRCEDUCT5, INC. P.O. Box 219 ZELLWOOD, FL 32198 «01) aa6-2511 1-800-654-5139 1=AX 401-556-0195 LINTEL No. LENGTH T'1'Pr= L-1 5'-10' 5/22-5-IU/1L L-2 3'-61 81lea-5-1U/0L L-3 17'-4" 5/24-5-IUAL L-4 4'-61 S/1(o-S-IU/0L L-5 4'-6' 5/16-5-IU/0L L -ate &'-611 5/24-5-1U/IL L-1 414x' 5116-6-IU/0L L-5 4'-l©' 5/16-5-IU/0L L-9 4'-(o' 8116-5-IU/0L 01 �J"� MA[I 11' 899 LINTEL UPLIFT LWIPT-MMIRT00,311111 ETA en■r>.1=a�n■<TG'LF-e1nr=rrrs� �n■<=TrEL:�n�rTr7as�n5�3w�:�R■ �.-S+3i+1♦ ro-r ri_i,i,i rA,r.r �r�ArA Aror] i,iri,i .r - �1r'r'l�rl�jr rrr'r _LAo-r A err r r rl�rlr r !l�rr r lrrl�f�yyLr1�r> rrilmassmrelr r Amossrr r'olr>�[o rolri� ��1c1:'��-'�L l�SP1=��[rr A rri7�[rpi r rJ�rrr•.rrprl�ri;,��alii, ��f=i��•''!ll=!_�rrr:�llJ�[r L.'�1�r1.rA�rJ�r ''�aJ�f irS;,�Io!♦ �.,�.'•mmmrrnr:.r��r%�s�•,r�atir�:,r;.vra l :ori ' atlr �r rrfa�r� r:alrrl ��' Y�1♦wr.►;♦t7oylMl•�k��.:l�ri^Yl-l�L:_:'.'i',�fi r I!J• �LYJ��-�S-y11�[r',rlral�rr�o'ri��rrlr su,�rrA:rilrl�rri,i�ilri� ®��=��IRRRRRRRfF ' ri rim ri'G'iGi �rrlrA ,'rJ�r?..rrlrr.7 tri+o+u ri ®�]♦��Ytw�i,�ms.4l�a��rlr Qr� r r fir]SEEMrro�ira ��r:' _ram+r�ra�:%�:>•llr..>•�.:T.�1!•�r1:�1�>s:�l:� ��is:1•��lrEti)'��1.-jojsl�.r L-l�r.7tia• .. X11'! r•YrGYa �r E -Ss �'1'SL�!'i�:.'!�.S �tyt:� �i=t;x� �;:��r-T��a��rrr�ral�}�r.;=�t-n.�xr•�7�:r:�iltt'.1� Zf! �lr}� � f srAfr� aa�uA,1=ate ��! mmmhrxr! mmmlrv�-� r:� ��SYJI�rr,'S�1�i4:[r ;71.7;1 ��-7nx.7rrl �7ri�.1l �ViS?iii �1c�]•�Sl�r+�•1 ��I][..�rN' r��rkTa;.>♦a�errm! �=Sfs�11-%��I-1='_'�'rr-5•�� %1].��cTaac!`YLf! �-7.1,��[ '77��=Z'il�l '�!�'f"-S�LI�St�i•fl�t.L�� {��l�$:r�at�rlrr��IYkI•mm�kXr:�� 'S^! ��Z��1•�IY1:��nrnaet,�l=YJmml�Jr'5=��[' �E'.'J• ��+'� S i=tel �r =a:r � �i 1� �-Yr _ � [•..! � 1='..� mm� rrrY]! � riJ rJ� � wYk;1 • � f ^xS.� �� YLTr)• ��Yl�i'I'Sl•�:,%J-.��-7Y1•t�k�iCi-1�=�2� �•kY��-'3'Jl♦�l%Ll�Crl1J1•iF�.��G'r:7��M IY� �FSii'Yl=l��l�llE��S�L'•�:�Il��= � ��1=1-1�"=]•�_=7�k��=7C��1✓ii�if-t��7=5=� •, �i_Lja��l[l�u.�l�ii��1•�rT�Tl� � �iF� � ��i'3C�i-7�'>l�-�P-l�1-Z!�]F��•T�IiIIF� �r3=1•il=liter%:!� Yi��T�i}3l�Sk� 1299 LINTEL GRAVITY 8" LINTEL GRAVITY LINTEL LINTEL SAFE LATERAL LOADS IPLF) SAPS C;RAvITY LOADS (P'LP) � pus TOTAL LENGT 2'-10' TYPE PRECAST 0" PLAIN 6021 8/8-5-0 8/12-8-0L 8/16-6-0L 8/20-5-0 8/24 -S -0L /26 -6 -OL 8/32 -6 -OL a/0 -S -IL 8/12 -8 -IL 8/16-5-1L 8/10 -8 -IL 8/24 -8 -IL 8/28-S-11- 8/32-8-1L 3 00120 0000 0000 0000 0000 10000 8491 10000 10000 10000 10000 10000 10000 3'-6' PRECAST 2603 4011 3339 10000 10000 10000 10000 10000 4011 10000 10000 1000 10000 10000 10000 4'-0` PRECAST 1821 2321 6133 3515 10000 101E+00 10000 10000 2921 1853 10000 10000 10000 1000FV7 10000 4'-6' PRECAST 1398 2214 sole 1119 9284 10.000 10000 10000 2214 5412 10000 10000 10000 10000 10000 4'-8' PRECAST 1238 2111 4660 6588 8520 lee" 10000 10000 2111 4902 1000o 10000 10000 10000 10000 5'-4' PRECAST 1006 1651 3409 4823 6239 1658 9011 1 0000 1651 3556 6431 10000 10000 10000 10000 5'-10' PRECAST 840 1461 3001 5111 8888 1 10000 10000 10000 1461 3001 Dill 8888 10000 10000 10000 6'-6' PRECAST 110 1232 2440 3934 6250 8589 10000 10000 1232 1 2440 $934 6250 10000 10000 10000 1-6' PRECAST $62 1001 1918 2342 4346 6461 10000 10000 1001 1818 294? 4346 6461 10000 10000 1'-8` PRECAST 544 915 1849 2019 4131 6010 9245 10000 915 1843 2013 4131 6010 9245 10000 8 -0 PRECAST 511 916 1124 2&02 3151 51430 1558 10000 916 1124 2/1102 3151 5405 1958 10000 8'-4- PRECAST 482 864 1615 2415 3444 4866 6983 10000 864 1615 2415 3444 4610 6983 10000 3'-4' PRECAST 411 141 1361 19'91 2168 3169 5124 1061 141 1361 1991 2168 3169 15124 1061 10'-6' PRECAST 349 636 1148 1648 2231 2962 3883 5054 636 1148 1649 2231 2962 3883 5094 11'-4' PRECAST 315 514 1026 1465 1964 2566 3305 4239 514 1020 1465 I364 2566 9905 4299 12'-0' PRECAST 292 533 350 1343 1189 2316 2951 3134 5314 950 1343 1189 2316 2951 3134 121-6" PRECAST 211 505 098 1264 1616 2151 2130 3426 505 880 1 1264 1616 2151 2130 3426 13'-4' PRECAST n5 464 822 1151 1515 1935 1 2425 3010 464 822 1151 1515 1935 2425 3010 14'-0" PRECAST 239 '4'"36 169 1013 1406 1186 2225 7141 436 169 1013 1406 1186 2225 2141 14'-8' PRESTRESSED N.R. N NIX N.R. N.R.N.R. N.R. N.R. 480 811 1234 1421 1119 2180 2662 15'-4" PRESTRESSED N.R. N.R. N.R. N.R. N.R. N.R. N.R. N.R. 454 165 1160 13.311 2032 2459 11'-4' PRESTRESSED N R. N.R.N . N.R. N. R. N.R. N.R. 303 652 302 1111 1611 1991 13'-4' PRESTRESSED N.R. NRS. N.R. N.R. N.R. tN N.R. N.R. XM 561 049 960 141D 1616 20'-0 PRESTRESSED N.R. N N N: N.R.N. N 325 543 D12 911 1122 1345 1590 21'-4' PRESTRESSED N.R. RK N.R. N.R. N.R. N.R. N.R. N.R. 500 1.46 840 1024 1224 1441 PREBTI�EBSED N R. N R. N.R. N R N R. N.R. N R. 481 111 8061111131624'-0' jKR. PRESTRESSED N.R. NR. N.R. NR N.R. N.R. NR.71-1 N.R. IN NOt "0011111 endea N.R. - Not Rw mrbnded 8" LATERAL TABLE LINTEL REINFORCEMENT SCHEDULE LINREL LENGTH ;. ;.}}:. ;. ;;. 11•:11•:(1•:;;?• i:i•i::•i:S i:•:i•:•:REHFDRr 1AEM:•::i................................ 5'•1rl" To 410 5.1ir To $10 NONE TW To 11141 TW m sw Q 06 NONE t To , M16 013 14W 4' 01217AIVIOREOTREOSED 01113 174' (2171le'PREMMED ON 04 To 220 ESED Q1115 REFER TO LINTEL SEGMN FOR REI FORCETINTLOAGTIONS lU S CONTINUOUS �005<16' IK�NOC�K'OpU�T !BLOCK �' '• T�ONCR PLACEC+ IN FIELD) dim ,.•. N11a1 (1) 415 CONTINUOUS (OPTIONAL) 4 1/32' STIRRUPS AT 4'-0' oc dltl� -d�cv 'A' BARS (MAIN REINFJ SEE SCHEDULE 12" LINTEL UPLIFT LINTEL SAFE LATERAL LOADS IPLF) Lang � pus wl FLLLM • see 1115 36 34' Precast 1300 2550 44" ecast 010 2100 4--b' Recast 900 1150 4.15' Precast 8150 1600 5'-4' I Precast 110 1400 5'-10' Precast 625 1108 6'-6' Precast 540 1050 1'-6' Precast 440 590 1'-B' Precast 430 aw 8'0 !'rarest 410 820 W-4" Precast 390 180 V-4- Precast 340 beo ' Precast w 600 11'•4' Precast 215 bw 12'-0' Preeast 255 510 12'-6' Precast 245 490 131•4' Precast 220 450 141-ol PfeCdat 210 430 14-8' R'rastressed 1 110 390 15'-4" 1 Prestressed 165 310 IT - 4' Prestressed 145 320 15'-4' Prestressed 130 280 ' programed 120 2w 211-41 prostraued 10 20 22'-0' pmumed lie 225 24'0 pwreased I100 200 NR.. Not R iso mended LINTEL REINFORCEMENT SCHEDULE LINREL LENGTH ;. ;.}}:. ;. ;;. 11•:11•:(1•:;;?• i:i•i::•i:S i:•:i•:•:REHFDRr 1AEM:•::i................................ 5'•1rl" To 410 5.1ir To $10 NONE TW To 11141 TW m sw Q 06 NONE t To , M16 013 14W 4' 01217AIVIOREOTREOSED 01113 174' (2171le'PREMMED ON 04 To 220 ESED Q1115 REFER TO LINTEL SEGMN FOR REI FORCETINTLOAGTIONS lU S CONTINUOUS �005<16' IK�NOC�K'OpU�T !BLOCK �' '• T�ONCR PLACEC+ IN FIELD) dim ,.•. N11a1 (1) 415 CONTINUOUS (OPTIONAL) 4 1/32' STIRRUPS AT 4'-0' oc dltl� -d�cv 'A' BARS (MAIN REINFJ SEE SCHEDULE 12" LINTEL UPLIFT NJR. ■ Not iZsccnnarid.d 8" RECESS DOOR HEADER LATERAL TABLE RECE8.3 DOOR HEADER LINTEL Total Length N_ SAFE UPLIFT LbAbs (PLF) 8'ggED FILLED 3'-8' Pretest 590 1115 -0 st 1110 2860 4115 et 4W 1400 4'4 Precast 165 1350 4.8' Precaet 45 1240 5'.8' Precast 320 950 6'4' Precast 252 160 1'-5' _ �� ter-,--lir--��**.��r.--��r-r-!■ter---��r-�-! �^->• �****� �**� �r^*� ter'--� �r^�-� 11.8' Precast �� r--jai■�***�r■■r^:^��r**-*��r.^�!■�r. ■■�*r.�a �^� �r--.-� �! ter^-! �-^� �� I'Dwast 120 �*�r� �>• �>, ir--,-� Illll�r� �--->• �r-,�:>, �r=^� �r--►� �r^->. ter---! �--� ■ter^-.-li ter^;-� 550 1110 Poceat 510 1000 D Precast 490 950 12'-6' �l�.r��**>•��rrr*��r---lam-^! 460 tio 13'•4' Precast 430 850 141-ol Procaet �r-T•>• �� lire■■ ■r��■■ ■�*>• Precast 350 �r,� �» iIr"� �� r'???� fir: ••"! �r^''� q U MIN q ter:' ��z�l■i ■■1��■■ �� ■e�1 �� ■tet• �;� ®_ �±� �r-� �-� �! - �R��±r��r�IRRRRRRRRRRrr>•lir» ��■r �� r-na■■■ Rim �� Ie*� ��a■� NJR. ■ Not iZsccnnarid.d 8" RECESS DOOR HEADER LATERAL TABLE RECE8.3 DOOR HEADER SAFE LATERAL LOADS (PLF) Total Length N_ 8'gg PLAIN 8'ggED FILLED 3'-8' Pretest 590 1115 -0 st 1110 2860 4115 et 4W 1400 4'4 Precast 165 1350 4.8' Precaet 45 1240 5'.8' Precast 320 950 6'4' Precast 252 160 1'-5' Precast 200 640 9'-S" Precast 160 490 12" RECESS DOOR HEADER LATERAL TARLE REGE,55 DOOR HEADER SAFE LATERAL LOADS (PLF) Total To9ti' T 12' ReCCPLAE61MV 12' GEE86ED FILL 3'-8' Precast 2075 3210 4'-0' Precast 1110 2860 4115 Precast 1650 2690 4'•4' precast Precast 2540 4-8" Precast1420 Pretest 2190 5'-8' Precast 100 Wo b'-8' Precast 815 1425 T.O. Precast 130 Iw V.S. Precast 550 900 1) 45 CONTINUOUS 3000 PSI CONC. PILL (CONCRETE PLACED IN FIELD) TPP LEO 15AR& 1� ,� ' ri3 UP 70 4'SO LENa -18 1/32' STIRRUPS A 4'-0' C/C 11) r9 CONTINUOUS 011A ^i1� N r (OPTIONAL) 'A',15ARS (MAIN WW SEE SC+•IEDULE 12" LATERAL TABLE g1) 45�CpO�NITIINLIOyUSpfLL !CONCRETE P51A IN FIELD) 1' r TOP LEG BARS: Mr.' UP TOR F4�r�4 LENCRTHS (OPTIC CONTINUOUS ai)IaA ? REINF.) ARCHITECTS Design ra U p Inc. d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 •www.abdesigngroup.com AA #: 0003325 ti W W U W LINTEL SAFE LATERAL LOADS (PLF) I T`° PLAIN ��gg FEED 2'-10" 69018 3'4' Precast 2400 4115 4'-0' prwad 1950 3880 4'-6' Precast 1650 3450 4.5' Pretest 16150 3700 ' 1 Pracasi Wo 1 2580 5'-10' Frecest 1160 2250 6140' FWASt 1900 1950 1'-6' Precast 520 1650 11.8' Precast 8ai0 1600 Precast 150 11530 6-4 I'Dwast 120 1450 9'-4- PraKast 640 1210 10'•6' Protest 550 1110 Poceat 510 1000 D Precast 490 950 12'-6' Precast 460 tio 13'•4' Precast 430 850 141-ol Procaet 400 800 144 precast 380 160 15'-4' Precast 350 130 o Precast 320 630 mt , Not ftCOealendeLl g1) 45�CpO�NITIINLIOyUSpfLL !CONCRETE P51A IN FIELD) 1' r TOP LEG BARS: Mr.' UP TOR F4�r�4 LENCRTHS (OPTIC CONTINUOUS ai)IaA ? REINF.) ARCHITECTS Design ra U p Inc. d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 •www.abdesigngroup.com AA #: 0003325 ti W W U W S U DDI'V, agC LOT: TUSCA PLACE NORTH LOT 1039 PROJECT# 1604.054 MODEL: 2200" GARAGE SWING: LEFT PAGE: LINTEL S C.HE D .,.TLE (WE ISI WA) ARCHITECT - STATE OF FLORIDA —Icv cd Al i 'B' SAR3 - SEE SCHEDULE 1 1/37` STIRRUPS AT 4'-0' cc mL l ' TYPICAL LINTEL 8"x8" SECTION TYPICAL LINTEL 8"x8" RECESSED SECTION /RN' IONAL OOTSOP LpEQ A�RSR:JATWELL LEOUPTArO14'A0`/3?'STIRRUPS * 4'-0'C/c2479 Ti'F'EtE51r3N,4T1QNRiNT ZONAL *5B r 'A' BARS (MAIN IEINpJ NOMINAL WIPtH/I-IEICvHT OF LINTEL Fp1D:)'ARLTE.' 12/9/10 SEE SCHEDULE E: 1/4"=I'—O" 'Ls' ESARS -SEE SCHEDULE F�R'LAIN OR SOLID LINTEL 1 1 " 4�,'' v/ / II 8 n a JI.J o JL p rl TYPICAL COMPOSITE LINTEL SECTION No. OF ADDITIONAL s5 BARS IN UPR'ER TYPICAL LINTEL 12 x8 SECTION OR LOUER LINTEL CAvITY Lill � U] > D � Q � C.a o q U q S U DDI'V, agC LOT: TUSCA PLACE NORTH LOT 1039 PROJECT# 1604.054 MODEL: 2200" GARAGE SWING: LEFT PAGE: LINTEL S C.HE D .,.TLE (WE ISI WA) ARCHITECT - STATE OF FLORIDA —Icv cd Al i 'B' SAR3 - SEE SCHEDULE 1 1/37` STIRRUPS AT 4'-0' cc mL l ' TYPICAL LINTEL 8"x8" SECTION TYPICAL LINTEL 8"x8" RECESSED SECTION /RN' IONAL OOTSOP LpEQ A�RSR:JATWELL LEOUPTArO14'A0`/3?'STIRRUPS * 4'-0'C/c2479 Ti'F'EtE51r3N,4T1QNRiNT ZONAL *5B r 'A' BARS (MAIN IEINpJ NOMINAL WIPtH/I-IEICvHT OF LINTEL Fp1D:)'ARLTE.' 12/9/10 SEE SCHEDULE E: 1/4"=I'—O" 'Ls' ESARS -SEE SCHEDULE F�R'LAIN OR SOLID LINTEL 1 1 " 4�,'' v/ / II 8 n a JI.J o JL p rl TYPICAL COMPOSITE LINTEL SECTION No. OF ADDITIONAL s5 BARS IN UPR'ER TYPICAL LINTEL 12 x8 SECTION OR LOUER LINTEL CAvITY PRO -CRETE LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS LI 171-4' fm-5X22-10/lu L2 4'-6' F'-5XI9 -ICsnu L3 41-&' r'-5X24-1G/IU 1-4 6'-6' F-w<16-1Gr/lu L 5 4'-W F-axl6-I13/lu L& 6'-6' f=-5X24-IG/1U 5 792 per typical spedflcations) F-5X16-IG/lu 1-5 4'-6' F'-2X16-1G/lU L 9 4'-6' t--eXl6-IG/lU -------------- L- 3 CONCRETE LINTEL PROPERTIES AND SPECIFICATIONS: PRODUCT DESCRIPTION: A steel reinforced concrete beam designed to be placed above an opening In a masonry wall. The primary element is a steel reinforced high strength precast concrete beam with a U-shaped doss - section, which can be grout filled (poured) or remain empty. Masonry units may be placed on top of this primary beam element and poured with grout to form a deeper section for additional load capacity (steel reinforcement may also be added). MATERIAL SPECIFICATIONS: 1. Precast, non -prestressed [Intel for 8" and 12" CMU construction: 3,500 psl (f'c) 2. Precast, prestressed ]Intel for 8" CMU construction: 6,000 psi (f c) 3. Grout compressive strength 3,000 psi (f g) per ASTM C476 with maximum aggregate size of 3/8" and a slump range from 8" to 11". 4. Concrete masonry units shall conform to ASTM C90 with a minimum 1,900 psi net area compressive strength, 5. Steel reinforcement in precast lintel: ASTM A615, Grade 60. 6, Prestressing strand In precast ]Intel: ASTM A416, Grade 270, low relaxation. 7. Steel reinforcement added in the field: ASTM A615, Grade 40 or 60. 8. Mortar: ASTM C270. Tvne M or S. GENERAL STRUCTURAL NOTES: 1. End bearing: minimum 6-1/2". 2. Full mortar joints required. 3. Lintel installation must conform to project drawings. 4. Steel reinforcing bar at bottom of lintel cavity may be added in the field. 5. Vertical reinforcement and grout may be placed in 51h" long notches at each ]Intel 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 CM Us to form the composite beam. 9. Lintels with a nominal height of 8" and longer than 17' 0" meet or exceed L/180 deflection ratio. All other lintels meet or exceed L/360 deflection ratio. 10. When ailowabie 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 feast 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: Applied vertical load + Applied hod zontal load < 1.0 Safe vertical load Safe horizontal load ALLOWABLE LOAD TABLE NOTES: 1. For beam heights not shown, use tabular values for next lower height. 2. For beam lengths not shown, use tabular values for next longer length. 3, Load ratings assume end bearings provided conform to ACI 530 and ACI 318, 4. Load ratings are expressed as uniformly applied In pounds per, linear foot. 5. Composite beam loads assume matching top and bottom field -placed steel reinforcing. 6. Load ratings are net capacity (beam dead load subtracted or added as appropriate). 7. Uplift ratings assume placement of 1 #5 vertical reinforcing bar in each beam end continuous to within 2" of the top of beam with hooks Into filled cells. 8. Lateral load ratings assume grout filled cells at each end of the beam span with a minimum of 1 #5 vertical bar. ' 9. Tables may be used for concentrated loads by translating the applied moment into an equivalent uniformly distributed load. 10. Tabular values assume a 61/7" bearing at each end. Reduce tabular values by 20% for a 4" bearing. 11• When Grade 40 reinforcing is used, tabular load ratings must be reduced by 20%. Nominal width Dimension (Inches) R-8x20-1G/2U Field Placed #5 Bar(s) Reinforcement L(U = Uplift or G - Gravity) Nominal Depth Dimenslon (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. Width SAMPLE .sEi EmoN MM ALLOWABLE L Ail TABLES: Product Desulptlon: P -8x20 -05/2A and required length: 5' 10" width and Depth actual dimensions 3/8 - (Maximum allowable span fbr [Intel Is length minus 1311) less than expressed (nominal) dimensions. Allowable Gravity toad (per foot): 3,238# Allowable Laheral Load (per fvat): 1,285# Allowable Uplift Load (per foot): 3,810# Q Tmr-u ,. ARAIAT7'Y LENGTH I'. w Field placed masonry units • q... f9eld Uplift Reinforcement (-U") P- -1G P -8X12-12 P-8X16-iG P -8X20 -1G P -8X2412 T-10"E(42") ' Feld -Poured grout n.. 3 89 7,319 9,772 12,224 14,677 'y Reld placed masonry units r Feld -Poured grout + _ Feld placed Gravity Reinforcement ("G') ' Precast Section (reinforced 5 792 per typical spedflcations) Width SAMPLE .sEi EmoN MM ALLOWABLE L Ail TABLES: Product Desulptlon: P -8x20 -05/2A and required length: 5' 10" width and Depth actual dimensions 3/8 - (Maximum allowable span fbr [Intel Is length minus 1311) less than expressed (nominal) dimensions. Allowable Gravity toad (per foot): 3,238# Allowable Laheral Load (per fvat): 1,285# Allowable Uplift Load (per foot): 3,810# Q Tmr-u ,. ARAIAT7'Y LENGTH TYPE E -8X8 8X8.0G P"8X12-OG P-8XIG-OG P-8JC20-OG P -8X24 OG P- -1G P -8X12-12 P-8X16-iG P -8X20 -1G P -8X2412 T-10"E(42") (48") PRECAST 2,887 3 89 7,319 9,772 12,224 14,677 4 219 7,552 10,005 12,457 E-8M8 3'-6" -8X20-1 P -8X24 P- X28 -2U P -8X32 2U CAST 2, 801947 PRECAST 351 5 792 l 129 _14,910 8 67 2175 4 fi 983 8 721 10438 4' 0" 23,171 P CAST 1,71 1,136 3,058-N, 3 976 4,895 5,813 1,187 3 259 5,220 7,114 8,515 4'-6" (54") PRE ST 1,460 965 2,192 898 3,567 4,236 008 2,349 4,X4 5,660 7,188 51-41 (64") PRECA 1,166 122 1,191 2,619N, 3,985 5,350 sk 1226 2.749 1 q,114 5,479 5'-10" (70") PRECAST 1,040 733 1061 2028 3 238 4448 764 1,092 2 143 1 3r353 4 563 8,426 (78") PRECAST 907 692 982 1275 5'-4° 3,666 720 1010 1,582 2,676 3,770 A 1 S INCH LINTEL 1,989 UPLIFT LATERAL 4'-0" (48") r1U P-BX8-1U P -8X12 U P-8Xlr P -BX20•lU iU P -8%28-1U P -8X32 -1U ELMP-BXZ E. P-8X8 ADDED 5's LENGTH PRECAST L TYPE E-8M8 P e-xe-2u P-BX12 2 P-8X15.2U -8X20-1 P -8X24 P- X28 -2U P -8X32 2U 2'-10" (34") PRECAST 31533 4,074 812M k 11,335 14,294 17,253 20.212 23,171 31487 3,487 10,396 4,074 8,209 %11,335 14,294 17 253 212 23,171 3' 6" (42") PRECAST . 2,571 PRECAST 4845 747 10 ,059 12 141 14 3 15,305 2,525 2,525 5,451 1 4 848 47 10,059 12,141 14 16 305 4' 0" (48"} PRECAST 2,138 1756 3 404 5 8150 9 943 1164 13,353 2492 2,092 3,743 1 256 3 404 5 7 9 943 11648 13,353 4'-6" (54") PRECAST 1,832 1,079 2,410 4416A N/A 8,426 9.871 315 1,642 1,642 2,727 1,079 2,410 4,419 a,425 9 871 1 15 5'-4° (64"} PRECAST- 1,481 899 1368 3 009 44X71 6 096 7109 81 PRECAST 1,435 1,763 899 1455 3 00934 7 9% 9 3751-10" 354 (70'") PRECAST 1,.3,30 808 1232 2 332 PRESTRESSED 4 69 5,739, 6 58 11285 1,285 1,411 80 1308 i2332 3 810 5 87 6,764 8 4 S'-6" (78"} PRECAST II i 1,027 734 ? 115 1,491 3,038 3.808 4 470 5.131 1,127 1,127 1,085 I 734 i 221 104 3 038 4,376 5'715 ' 054 li INCF•I RECESS LINTEL I LATERAL ,..,,... E-BX6-RDH I P-BX6-RDH I ADDED #5's T-8" (44") PRECAST 1,989 1,989 4,771 4'-0" (48") PRECAST 1,761 1,761 3,743 4'-4" (52") PRECAST 1,581 1,581 3,014 4'-611 (54") PRECAST 1,504 1,504 2,727 51.811 (68") PRECAST 1,121 1,121 1,516 51-10" (70") PRECAST 1,081 1,081 1,411 6'-871 (8011) PRECAST 920 920 1,021 7' -0" (84") PRECAST 868 868 909 7'-611 (9011) PRECAST 801 801 773 _ rl NJA 626 r (116") PRECAST 598 598 432 8 INCH LINTEL GRAVITY 8 INCH LINTEL E -8X8 P -8X8 -OG P-8X8-iG P -8X12 -OG P -8X12 -1G P -8X16 -OG P-8X16-iG P -8X20 -OG P-8X20-iG P -8X24 -OG P -8X24 -1G P -8X28 -OG P -8X28 -1G P -8X32 -OG P-8X32-iG LENGTH TYPE 14'-81117611 ( ) PRESTRESSED N/A ----NLA--.. 399 NIA^___ __-- 772 -----N.�A____ 1,327 ..........rr__ NIA 1,992 MLA ___- 2fi44 ._ NLA ..... 3 233 ---N/Arr_r 3 478 15 -4 " 4" (18 ) PRESTRESSED N/A __ NLA__- 365 365 ---- NIA .......... 701 Nf A _ 1285 Nf A _ --1,835 N, f A --2 436- - N1 --- -2 980 - - N jA - - --M-- r 3,205 - 17-4"208" { ) PRESTRESSED N/A NLA___- ._�- 286 --__Nla--__ 562 ._-__ 1_ar_wr 1025 .r^__NJA--------- 1466 NilAw.r...»._ 1951 . 1 ....»..... 2 389 NIA ____ 2-565 19'_4" 2321,205NjA { „) PRESTRESSED N/A -» NLA . - 231- -- NJA _ - 457- _ NfA 840- _ NEA 1 205 - _ rl NJA 626 r __ lei/A __ 1968 _ r 2 111- 21'-4" I 256" ( ) PRESTRESSED N/A _---NLA---- 189 _--» NjA»»-- 378 ----=NIAr..,.r 701 .____NIA ---------NLA 1,009 ___. 1346 r___NLA_ww_ 1,653 1,771 22 _On (264") PRESTRESSED N/A ----NLA-_--,_rr_ 168 NLA_»»_ 339 _---.NIA____ 632 __-- Nl_A_.rNLA_w_,..----NIA---- 912 1219 1498 ----NIA-_-- 1603 24'-0" (288") PRESTRESSED N/A ____ 119 N�Arr,.. ---- 246 468 JA 680 N�A 914 ----NL?!-_-- 1 1,124_ _---NIA-_-- 1,200 LATERAL UPLIFT 8 INCH LINTEL IF p Q -1U P -8X16 -1U P -8X20 -1U P -8X24 -1U IP P -8X28 -1U P -8X32 -1U ;N/A E -8X8 _8X8-111_ P -8X8 -2U -8X12 P -8X12 -2U rP-8X16-2U P -8X20 -2U X24 -2U -8X 8-2U P -6X32 -2U LENGTH TYPE N/A N/A 219 N/A 242 332 524 682 646 988 w_ 12x240 - »1Z,240� 14'-B" (176") PRESTRESSED N/A _r___w_wr»ww- 248 ------------- 396 ----»».»_ .__ 672 ._»_.r_rw___�_.__._w__w___-- 977 1,356 -------__r__r,_____ 1,654 -M?.r_ 1893' 41-01 ! (48") PRECAST 1,717____ 226 309 502 641 782 919 1 066 M_x»______ 15'-4" 184" ( ) PRESTRESSED N/A _w_rrr_r_r_rw 231 �wrw_r__r___nw 370 www..n^»____rr 616 .r_r_____rrrr 912 _r_r.._w____n 1243 __www^ -_._www 1587 __w 1812 4t-611 54 PRECAST 1460 ' 191 261 424 546 fi52 773 868 171-41' (208") PRESTRESSED N/A _.www___-__-- 194 •_r.r_w_w-__ _ 301 ____r.r.---__ 509 wwww_wrw^____.------------- 757 1024 --------wrww, ........ 1294 1","4 1464 ,� 51-411 ,� (64") PRECAST 1,166 165 231.--- 354 458 578 655 762 19'-4" (232") PRESTRESSED N/A _________rrrr 169 _r-- 259 -- _____---_r_ 435 _--_»------»--.-----._»----" 632 851 _-_--»-_-w_w- Lion ------------- 1,2 5'-1O" {70"} PRECAST 1,040 ' 141 197 312 402 501 582 663 21'-4" (256") PRESTRESSED N/A ---14z-r- _w 232--- r- 382 _ r x552 _. 732.. _ 924 _ 1,052 6'-6f1 (78") PRECAST 907 138 194 301 384 473 562 632 22'-0" (26411) PRESTRESSED N/A .__w»r_ 140 225 _r_rrrrrr_r-- 356 513 691 »_»-^ 875 .........___.^___ 1,004 7'-6" (90") PRECAST 760 125 __ _rrrr847 _ _ 256 344 431 501 572 24'-0" (288") PRESTRESSED N/A w__1�8ww_- ---_-----rr_ - 203 r_r _ 321 _ _ ___472 r ..608 _. __ - 762--- _ -- .884_ _ LATERAL E -8X8 E -8X8 P -8X8 ADDED #5`5 P -8X20 -OG P -$X20 -1G P -$X24 -OG P -$X24 -1G I P-8X2$-OG_J, P -8X28-16 !N/A 382 N/A ;N/A 365 N/A �N/A 312 N/A N/A 267 N/A N/A 228 N/A N/A 219 N/A N/A 198 N/A DRISCOLL ENGINEERING, INC Post Office Box 357577 Gainesville, Florida 32635-7577 Phone: (352) 331-1513 Fax: (352) 333-6996 EB#8690 0 irmi u I MIMI C,RAVTTV 8ll,DCII RECESS LINTEL E-8X6-RDHI- P1.1 ,$X6 -RDH -2U -I p -6X10 -RDH -2U I I UPLI 1U P -8X22 -RDH -1U P -8X26 -RDH -1U P -8X30 -RDH -1U 21J P -8X22 -RDH -2U P -8X26 -RDH -2U P -8X30 -RDH -2U _. E -8X8 P -8X8 -OG P -8X8 -IG P -8X12 -OG J± P -8X12.1( -8X16 -OG P-BX16-1G P -8X20 -OG P -$X20 -1G P -$X24 -OG P -$X24 -1G I P-8X2$-OG_J, P -8X28-16 P -8X32 -0G P -8X32 -1C LENGTH TYPE ' T-10" (34") PRECAST 2,687 3 893 '-4 219 ". 7 319 _ _7,552 55 -_ 9 772 "10.005- 12 224 12 457- 14 677 -14 910- 17 130_ 17 363 19,582- ».... 31-811 (44") PRECAST 1,636 881 4`351--- 5`792_........ .129 -----8`467 ......... 91805---».^»»11142„»» w_ 12x240 - »1Z,240� 3'-6" {42"} PRECAST 2,080 -___1.9}7 __w 2,175 ---4 579 --- 6,983 8721 10 438 12,155 13,873 41-01 ! (48") PRECAST 1,717____ 1 187 3,259 5,220 7114 8,515 9,916 11,317 4'-4`1 (52") PRECAST 1,619 965 2.192 2.898 w-- 8,014 19-5__._ _-- 5,574 --- 4t-611 54 PRECAST 1460 ' 1 OQB 2 349 ___ 4 004 ___51067__-_ 5,660 .--- --236___ 7,188 ------ 8 371 9,553 I 1944 822 11038._.__ fix' 31985_ 5`350___. .... G 646___...._ 7`559___. ,� 51-411 ,� (64") PRECAST 1,166 _____837 ----------- -- - ___11;91._._ 1,226___ •___-2`619»_,- 2 749 _-^ __ 4,114 .___ 5 479 6 844 7,877 2,092 2,092 733 t061:rr,._._zt0 $ 2.773 _-__ 41448 _ww.wwr5-3215t0�1ww__ •w_-4 .......... 1i 5'-1O" {70"} PRECAST 1,040 ' 764 _ ._ ___ 1,092- __» 2,143 ._.5,238_ 3 353 ~-- 563^ 5,772 6,982 ' -_ 1079_----- 2x4;0_-_.__ `1c49rrr 692 982 1 278 2 572 3,666 4 759 w�4x,9 5,_853 6'-6f1 (78") PRECAST 907 -----5z0 -- - -1 010. _ _ _1 582 _ 2;676_ .. 3 770. 3- 5,957 _ .� _ _ U 740 582 824 1105$ __-- 21602_--_ 31509____ . __ 4x41----_ 7'-6" (90") PRECAST 760 .___ __rr_605» __ _rrrr847 _ _ --- ,____1 092 __-.1.694 ___ 1 760 _-- 2 658. ---- 3,595 4,503 1,232_-- 21332--- __-- -- 3 810 ----t__r.r_.._....___»__. 4 889 502 711 920 1 131 c_ ___-- 21079 ___-- 2162 __-- _-- 81 -61' (102") PRECAST 702 __ "522 __ » »,730 » _. _r »-940 - _ w -w--__ w 1,151 _ _1,84fi-_-- 1920 _-- 2,695 3,471 -" (78") PRECAST 451 637 825 X,013__»_ 1,203^__. 1,538 ...21749»».. '2,814 T-411 „ (112) PRECAST 582 ----46$-_ ---655 ___ ww_w$43r-. w _ _ i 031 __r1 221 __.21057__._ 2,123 2,495 _ t __ 31255 - 3 736 394 557 721 885 1 ,249____ 1,215........ 2,046____ 10(-611 j (126)�� PRECAST 506 ---410-- _ ,__w^_ 573 _^»_, ....736 ,w 90---------- 1065 .---- 1,503 1 2,103 411 863 714 867 1,020___..___ 11174 _w_ __ 1.719.___ 11'-4" I (136") PRECAST 461 _._ __ -426 _ ^ __ ..577 - w_ --729-^ _ __ ___ w 881-1034 1,197 1 188 1,773 3,225 4,184 411 563 714 867 1,020 1-174_.-w.___ic71�____ 756 12'-011 {144") PRECAST 431 _ _ __r4z6_ _ _677 » _ r7z9r _ _ _881..........034 ^ _^_ 1,188 1,773 323 495 829 1,088 1,347 527 670 812 955---. i.fl2!9........ 1 2 - 13'-4" (iso°) I PRECAST 340 -399 ^ - 541 _^ .683- »» _ -826 _ 959 1,113 .__ 812 512 359 10'-6" 343 469 595 722 849 976 1-1a4w_w_ 14'-0" (if6") PRECAST 285 _ »_ --355 w -_ µ481 ___ --607-- 734 »_ _ ......... "-861- __ _ - 988-- _ 1,116 584 794 1x004 1.14 325 444 564 684 924_ 1,045 .1056- PRECAST 17b" ( ) PRECAST 239 __ -- 337 _-^ --- 456 -- _ -575- -- » 695- ...804.., 81 __ - 935 - S 309 422 .536 649 763 877 992 15'-4" (184") PRECAST 202 »___ 320.._»»,__»_,433 .__r,_r_».547__.__,_ww_ww-------- PRECAST 660 ---------w._r 774 .».____»»_"r_w_.»-_w...__----- 888 1,203 8ll,DCII RECESS LINTEL E-8X6-RDHI- P1.1 ,$X6 -RDH -2U -I p -6X10 -RDH -2U I I UPLI 1U P -8X22 -RDH -1U P -8X26 -RDH -1U P -8X30 -RDH -1U 21J P -8X22 -RDH -2U P -8X26 -RDH -2U P -8X30 -RDH -2U _. E -8X6 -RDH P -8X6 -RDH -OG »P -8X6 -RDH -1G P-8X10-RRH-aG P -8X1.0 -RDH -1G 988 3 045 5 668 8,365 _ 10 354 ».»_rr_.rr_r»»__..-_r_r__r»_....____. 12 292 13,954 __r_r».». 1 (44") PRECAST 2,027 __.___»»___»______.__-_____ww 988 4 297 w______x____------------________ 5 665 8 365 10 354 12 292 13 954 31-811 (44") PRECAST 1,636 881 21411 4,607 51980 __ - __ 91107 __ -9107 _. 101812 »_ .10,812 - w_ 12x240 - »1Z,240� 11-011 (48") PRECAST 1,799 .,_. r»� "061 " _» ._ 3,403 - ._, .w r 4,607 ._ 6,966 _r__ 5,354 ___ .71315- -----61272 ---- -- 71190 ------ -` `- I (46") PRECAST 1,445 796 1 962 3,7.813 51727 ___ -5,897 _-.__71:50 _wr__ .___ww 9,278 _-__ ..__,101777 -- 4'-4`1 (52") PRECAST 1,619 ___._;796 _»»_ r__-2 704__rrr __ r____ 3.780"_ w-- 8,014 9,654 10,899 4'-611 I (54") PRECAST 1,542 ___ 760 ._» __760-- ._ 1,785 ._- 2 409- _r 3=3. -_. 3431 __ 5... __ -5 440 r ._ 61808 __ -_7 448- .._ ..... __r -9 165_ _ 9,751 »_ »-10 333. 1944 599 11038._.__ fix' -------------- ------31876 ........... 4,78b_rw.. w__w_-$,41`3...__ T -B" (68") PRECAST 1,008 ------------------ 599 �---- 1,273 _»-._4,507 _r-._.__ 1,507 _ ____2,965---- 3,324 4 858 6 392 7 649 2,092 2,092 580 974 1458 2.773 _-__ 31623 _r_.r._.._.4r473r_._» .......... 1i 5 LO (70) PRECAST 941 580 1 231 1 458 -»___ 3 088 41S65 I 6,042 7 242 _ -_ 1079_----- 2x4;0_-_.__ `1c49rrr 517 733 1,284 2.055 __ __ 21679 .......... 31304 3,651 _» 6' 811 80" PRECAST 214 ___. 817 __-- 1083 __-- 1,284 _ 2,210 3 506 4,801 5 820 _ .� _ _ U 740 491 664 ..,.,w 1x124.___._ __-- 21409 rr_....r_.. __ .3 2x969_.___ .._r»5`252_. -w _ 7' -0" 1 (84") PRECAST 195 ___.._491---- - ___-- ------ - 1026 -1217..._» -- 1217 .-.._.1.563 1 563 11x0 4,328 5126B 1,232_-- 21332--- __-- -- 3 810 ----t__r.r_.._....___»__. 4 889 457 582 �:xOw��w4 ..___ ___-- 21079 ___-- -----21y561 .........__ 2,765 _--- 7' 6" 9D") PRECAST 171 -�---457 ---- - - -� 981 ------ __--1,130-__._ - 1,130 ...._,.1.452----- 1,452 2,600 3 717 4 557 -" I455 (78") PRECAST 358 370 810 969 1254 1__^..__^^_.----------------- 1,538 1545 -------t---_----- 9'-$" � (116") PRECAST 113 ____..-»_.._-.._______---_w_www__» 358 594 .»-__-^--- 872 r»_..__ 1122 1371 1619 2,495 v kr,W p1 a Vpus srr. I,- D AVTTV ."', ' M �o A R C H I T E C T S Design Group,ne. 43. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 ti E -8X6 -RDH P -8X6 -RDH -OG »P -8X6 -RDH -1G P-8X10-RRH-aG P -8X1.0 -RDH -1G P -8X14 -RDH -OG p 8X14-Rf)H-1G P' -8X18 -RDH -OG l X18 -RDH -1G P-8X22-RbH-OG P -8X22 -RDF; -1G P -8X26 -RDH -OG P -8X26 -RDH -1G P -6X30 -RDH -OG •P -8X30 -RDH -1G !,>ENGTH TYPE 1 P -8X28-111 P -8X32 -1U 967 3 898 4 483 5 654_ ----- .>~»- --- 6 824 ------ ^_ __-_ 7 995 ___-^ _- -- __-- » 9 166 -______1__-» ^ 31-811 (44") PRECAST 1,636 _^______________ 967 ,_____x_._____-- 4,078 -___ __x____ »-- 5,195-^ 7,313 8,910 10,507 12,104 854 3x058 3,517 4,435 __-- _r__ 5,354 ___ .71315- -----61272 ---- -- 71190 ------ f-011 �' 0" (46") PRECAST 1,445 r_r_ www__ 854. .___ - 3 259^ _w_ --- _ 239- _ --- _ 200- `� 216- 10 616 14 253 171 764 2 463 2 833 3 572 _r ....4,312 ---- _51051-„___..._....51791 _r_rrr �' q" {52") PRECAST 1,294 _.___ 784» _r__ "`»`2 51sT __. ___.3;492_ _.» ._..wS 238_ 2,525 8,206 9,453 1944 4 845 2228 fix' -------------- 31901~..___-- -_ _- 41571..____. ------ 4`611 (54") PRECAST 11229726 _______ 726 ......... 2 349 -f'2------ 3 177 ----_^3_,232 4 832 6 488 7 780 81962 2,092 2,092 582_ 1 134 1 700 2 958 4 215 .. 51.222 _ _r5,473 6 107 _»»r-6 S'-8" 68" ( ) PRECAST 908 ---- 582 _».» » »» 111,34 " _-r_.1 700. _r_ -----2 958...............,215- 4 6 ,� �� (54 11) 73{}"__r 1,832 -_ 1079_----- 2x4;0_-_.__ `1c49rrr 562 1,092___... ___91671 __ 2.748------ ____ ,------3,958 -----.______41g5 ------------- 512.k ------ 51-10" 5'-10" {70") PRECAST 875 562 ------ 1,092 __.___1x538 _.-_-- 1 538 -------_ 2,7413 3,958 5,168 6,377 _ U 740 rr._ 524 w.w_-., - __»- 978 __rw » ..,.,w 1x124.___._ ___ 1V973_ --- -__--31031_--- -----41088------------- 4,671-- ---4,671 6'-81 (80") PRECAST 1,436 534. 978~ 1 120 1 973 3 031 1,330 51146-'__ 1,232_-- 21332--- __-- -- 3 810 ----t__r.r_.._....___»__. 4 889 494 921 �:xOw��w4 ..___ ,__..__�...68� w___rr ,_..._.3157' ..___. `11567 .._... _w 71-01 ($4") PRECAST 646 494 921 1,054 1 691 2,683 3,615 4 667 I455 (78") PRECAST 1,027 847 96 ......... �.r234_r_.-_ 4z _____ .»__r__� 1 - ._ 4 049 ._..-...... 7'-6" (90") PRECAST 639 _w_____ 455 847 -_-_-- - 969 .._---- .t.215 1,215 2 234 3,142____ 4 049 - 21774 _ __ 31255 - 3 736 338 629 719 _wr_._115g5._r__r.___r__2125_____r 91-8" {116"} PRECAST 336 -»--_r__ 338 w......__w_rww__ 629 ___________w._w_w__ 719 _900_ __.___ .__wrr 900 w__ ---ifQ81______ 1 D81 1,596 2 259 ."', ' M �o A R C H I T E C T S Design Group,ne. 43. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 ti UPLIFT LATERAL LUNCH LINTEL P -8X8 -1U P -8X12 -1U P -8X16 -1U P -8X20 -1U P-8X241U P -8X28-111 P -8X32 -1U ADDED E -8X8 "P-8X8.2U P -8X12 -2U P -8X16 -2U P -8X20 -2U ._14x294__ 294 P -8X24 2U .17,253__ -17 P-8X28_2U _ 20.212-- X20 21.2 P -8X32 -2U __x3,171- 23 E -8X8 P -8X8 #5's LENG1TH TYPE 3,487 3,4$7 10,396 2-10 ,� (34 } PRECAST 3,533 41074___ '-4,074 __ 8`203___.__11x335__ W � 8,203 11 335 14 253 171 T-6" (42") PRECAST 2,571 --1x944^_.._ `110` 5__r ._r 7x747-_� _-10x059_. -_ 12,141_- __ 14.223 w .w 16. 05 w 2,525 2,525 5,451 1944 4 845 7 747 10059 12,141 11,223 i6 305 _ 41-0" (48") PRECAST 2,138 r_xw»_,__1__- -- 5x777------------ 8.150._ r__9 43 2,092 2,092 3,743 1,256 3,404 5,777 8 150 9 9 943 11,648 13,353 4 6 ,� �� (54 11) PRECAST 1,832 -_ 1079_----- 2x4;0_-_.__ `1c49rrr _. 6,427 _» ,_._81426 __ ___91671 __ rr 11x315 _ 1,642 1,642 2,727 1 079 2,410 4,419 6,427 8,426 9,871 11315 A U 5'-4" (64") PRECAST 1,481 __ 899 - ....... 1x36q_-..._w 1,,455 3,009__. 3,009 4,671-- ---4,671 ---6.056 _- 6,334 r»_7,109 ......81161-w 7,996 9,379 1,436 1,436 1,763 5'-10589 " {70") PRECAST 1,330 806 ._. _________.____ 1,232_-- 21332--- __-- -- 3 810 ----t__r.r_.._....___»__. 4 889 _.--1_______ ____.c_-__-- 1,285 1,285 1,411 A 808 1,306 2,332 3,810 1 5,287 6,764 8,242 6'-6" (78") PRECAST 1,027 734 ---734-� _1x1�15_rr.__ 1 221 1,49»-_,__.058 i 604 __ 3 038 •__ 3.808._ 4 37.......................... __»41470_. 5 71.5 5,131 --7 054-» 1,127 1,127 1,085 -J' 6" {90") PRECAST 634 _ 624 - - r 951 1x275 _ ^1,367_ 2`075 _r2 21774 _ __ 31255 - 3 736 951 951 773 624-- i-242^_ 025 3 142 4 2591- 5,376 AD 1,401 - _� �_ 2149 »» _._21867-- 823 823 579 81 4" (10211) PRECAST 427545_ _ r 545 - - 913 1,197 __ ___1483 _ _2x;29 2,266 3,225 4,184 495 756 1 016 1274 11531 21065 ..... _21370 _ 667 667 468 (112") PRECAST 323 495 829 1,088 1,347 1,607 _2,568 3,427 440 904---- .__ 812 512 359 10'-6" (126") PRECAST 230 _ _- 440 _ _ _ .--672 73$ --- 968 ---1.135.._ 1 198 ___1,3�'4:...»_1t593__ 1429 1 661 2 606 421 584 794 1x004 1.14 11424 .» ...;1633-^ 595 595 303 11' 4" (135") PRECAST 376 421 747 952 __ �_ 1179 1396 1614 2,221 503 527 717 906 11095 _ __.11284 r_ r�_ 117 _r 510 512 2x7 12'-0" (144") PRECAST 318 ___..»._____.._______w.__.r.www_ww__w_ 503 707 911 __w_________ 1116. __r_ 1321 1527 1,734 360 440 598 755 912 ___1.7p-- ---il?27 - 361 361 212 (160") PRECAST 238 ___,__»___»..______-^-^--•------_____r 360 640 825 __rr_-_._..r 1,011 ._-.....____ 1,197 1383 1570 344 406 551 842 987 _w_wl.»32�.r 309 309 191 168" PRECAST 210 344 612 789 _._697__-- 967 1144 1,323 1,501 (176") PRECAST 187 329 -_029_. 378 _ _587_ S12.r__ ---257 646 - 927- - 781 1 097^ 915 ............ _a _ ---- w1,4 0 265 265 173 15'-�}" (164") PRECAST 168 _ 316 - 31.6 �� 353 .564_ 478 - _727- 603 -- -891-- _ 729 _ 1055 _ 854 1,219 - _ 979--- 1384 230 229 157 ."', ' M �o A R C H I T E C T S Design Group,ne. 43. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 ti W Eli W � � O A U A sU'BDIV. & LAT: TUSCA PLACE NORTH LOT 1030 PROJECT# 1664.054 MODEL: "2200" GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (PRO -CRETE) L 00 0111111111 ARCHITECT: STATE OF FLORIDA EC 0 P 2010 L J� O 72ANIVYW9 LL I of J PRINT DATE: 12/9 10 sCAL.E: 1/4"=1'-D,e SHEET ( B. 2 oF1 2 cv 3050 -SH EGRESS .�rv�rG.-ten 3050-514 3050 -SI -I EGRESS EGRESS EGRE58 12 11 COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND OMSTS CALL SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONE Ao MPH WIND REMARKS 120 MPH WIND I 31 30(08 W/ 14" SL 4 20.1/ -23.2 24.0/ -2110 2 S 14-5H TEMP. 21.8/ 25.cj/ -28.1 3 112 707-07-70. GARAGE DOOR 5 18.3/ -20.5 21.8/ -24.4 4 11 25-3H ,4 21.1/ -22.9 25.1/ -27.3 5 11 25-sH 4 21.1/ -22.9 25.1/ -21.3 42 (0'-0" x (o' -a' 4 19.8✓ -al.�o w 23.5/ -25.1 1 11 25-s�1 5 21.2/ -23.0 25.2/ -21.4 a 1-1 25-514 5 21.2/ -23.0 25.2/ -27.4 9 11 25-814 4 21.1/ -22.9 25.1/ -2-1.3 10 11 3050-6H 5 21.2/ -23.0 25.2/ -21.4 11 11 3050 -SH EGRESS D 21.1/ -22.9 25.1/ -213 12 11 3(T 50 -BH EGRESS 4 21.1/ -22.9 25.1r -21.3 13 11 3050 -SH EGRE55 4 21.1/ -22.9 25.1/ -213 14 11 3050-5H EGRESS 5 21.2/ -23.0 25.2/ -21.4 15 11 3050-5H EGRESS 4 21.1/ -22,9 25.1/ -21.3 3050-5H EGRESS 4 21.1/ -22.9 25.1/ -213 E 305®-sH 4 21.1/ -22.'3 25.1/ -21.3 WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA BUILDING CODE, 2001 ALLOWS THE PRESSURES TO 5E AVERAGED WHEN THE OPENING Is PARTIALLY LOCATED IN 50TH ZONE 4 AND ZONE 5 WIND PRESSURES ARE 5ASED ON WIND SPEED=120MPH (3 SECOND GUST) IMPORTANCE FACTOR =LO EXP05URE CATEGORY = 5 MEAN ROOF NE IGHT = LESS THAN 30 FT. FOR AN ENCLOSED 5U I LD ING 2'-4" zaNE 5 FIRSTFL R SEC D FL R W INDLOAD CALCULATInull ZONE 4 p _ +21.8/-24.0 2'-4" PERCENTAGE OF AREA WITHIN ZONE 4; .A4 = 1133 +16 = 031 f? PERCENTAGE OF AREA. WITHIN ZONE 5: .A,s=4.66, 16 =0.29 AVERAGE POSITIVE PRESSURE ON GARAGE DOOR: p = 21.5 (0.9) + 21.8 (0.10) =1'9:62+2.18 21.S psi AVERAGE NEGA.TIV'E PRESSURE ON GARAGE DOOR: p = -24.0 (0.71) + - 26.55(0.29) -17.05 + (-7.7) -24.75 ps£. AVERAGE GARAGE DOOR PRESSURE: P=21.8/-24,8 A R C H I T E C T S 1441 N. RONALD REAJBLVD.LONGWOOD, FL 3PH: 407-774-6FAX: 407-774,4www.abdesigngroAA #: 00033 SuIBDIV. 8e L.OT: TUSCA PLACE NORTH LOT 1039 PROJECT# 1664.054 MODEL: "2200" GARAGE SWING: LEFT PAGE: WIND LOAD CALCULATIONS ARCHITECT - STATE OF FLORIDA �Ec 0// 2 CANTWELL NO 12079 DATE: 12/9/10 9CALM: 1/4$$=11-0p$ SHEET Ol w w w D � o � q U h SuIBDIV. 8e L.OT: TUSCA PLACE NORTH LOT 1039 PROJECT# 1664.054 MODEL: "2200" GARAGE SWING: LEFT PAGE: WIND LOAD CALCULATIONS ARCHITECT - STATE OF FLORIDA �Ec 0// 2 CANTWELL NO 12079 DATE: 12/9/10 9CALM: 1/4$$=11-0p$ SHEET Ol I 21-1011 v 251-411 /21-1011 EGRESS EGRESS STAR Q,4TA I& RISERS 6 1.5' 15 TRr=Ar->6 v 9.5" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - SECOND FLOOR PLAN A R C H IT E C TS 'wmlm► I Group Groupinc. Design nc. 1441 N. RONALD RE - AGAN BLVD. LONGWOOD, FL 32750 6078 -4078 .oup.com PH: 407-774- j 6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 -------------------------------- BEDROOM #3 BEDROOM #4 ------ OPEN --- 10 CLG- * - TO eELOW (CARPET) (C,4RPET) I III -101 I 1®' -4" i(o RISERS 'S -7.51 2xillo &I-oll 3050_Sk 3050-5H 3050-5H 3050 -SH 21-1011 v 251-411 /21-1011 EGRESS EGRESS STAR Q,4TA I& RISERS 6 1.5' 15 TRr=Ar->6 v 9.5" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - SECOND FLOOR PLAN A R C H IT E C TS 'wmlm► I Group Groupinc. Design nc. 1441 N. RONALD RE - AGAN BLVD. LONGWOOD, FL 32750 6078 -4078 .oup.com PH: 407-774- j 6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 EGRESS EGRE65 EGRI=56STAR 1 DATAIII-101 I III -101 I 1®' -4" i(o RISERS 'S -7.51 51-111 &I-oll al-oll 8l-0ll41-511 15 TREADS 341-ol ------------------------------------------------------------ " J 9 35 & cELEVATION 21-1011 v 251-411 /21-1011 EGRESS EGRESS STAR Q,4TA I& RISERS 6 1.5' 15 TRr=Ar->6 v 9.5" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - SECOND FLOOR PLAN A R C H IT E C TS 'wmlm► I Group Groupinc. Design nc. 1441 N. RONALD RE - AGAN BLVD. LONGWOOD, FL 32750 6078 -4078 .oup.com PH: 407-774- j 6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU113DIV. & IAT:TUSCA PLACE NORTH LOT 1039 PROJECT# 1664.054 MODEL: "2200 GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN L ARCHITECT: STATE OF FLORIDA I _C 0 9 All 1 DATE: 12/9/10 scALE-. 1/4"=l'—O" SHEET 3 orl 6 C4o Q 1 L 1ti SU113DIV. & IAT:TUSCA PLACE NORTH LOT 1039 PROJECT# 1664.054 MODEL: "2200 GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN L ARCHITECT: STATE OF FLORIDA I _C 0 9 All 1 DATE: 12/9/10 scALE-. 1/4"=l'—O" SHEET 3 orl 6 RIDC3E HGT. 4, If 15'-0" 2ND FL. 5RG. HIS T. V-0, r 10'-0" 2ND F F. - 8'-5" BRG. HGT. V-0" 5RG. HIST. G,4RAGE I c>� cv O' -O' FIN. FLR. 25'-&' RIDGE HGT. 15' - O" 2ND FL_ BRG. HGT. IO" -O" 2ND F.F. V- a' BRG. HGT. 0'-O' FIN. FLR. 1� 5 IIS � I I ll� s ll� FRONT ELEVATION OFF RIDGE VENT I I I 99c 99 12 15 R1EAllZ ELEVATION TEXTURED FINISH = 1440 SQ. FT. 1/8' THICK, 3 COAT CEMENT c� AREA REQUIRED REQUIRED vENTILATION AREA PLASTER OVER GRADE "P" W I I I 99c 99 12 15 R1EAllZ ELEVATION TEXTURED FINISH cs� O' -O" FIN. FLR. 5TONE VENEER, INSTALL PER MAN'F, SPECS 25'-ro" RIDGE HGT. ,�L 18'-0" 2ND FL. ly 53RCx. HGT. 1-01 ,1, 10"-011 2ND F.F. Ir S' -a" BRG. HGT. lqr O' -O" FIN. FLR. Ir AREA OF ATTIC = 1440 SQ. FT. 1/8' THICK, 3 COAT CEMENT = 1/300 AREA REQUIRED REQUIRED vENTILATION AREA PLASTER OVER GRADE "P" W = 4.8 50. FT. = X91.2 50. IN, FELT PAPER BACK METAL LATH UPPER PORTION OF ATTIC = 5 X (0131.2 OvER APPROVED HOUSE WRAP (5,4LANGE TO BE PROVIDED _ o25'40" RIDGE HGT. OR GRADE 'D' FELT PAPER = 115 5Q. IN. PER VENT TOTAL 0 OF VENTS REQUIRED = (3) TOTAL * OF vENT5 PROVIDED 4"x4" GALV. 'L' -TYPE (a" LAP SIDING FLASHING ROOFING CEMENT �1"X4" FIBERGLASS SHINGLES OVER "lea T'�' B RD 11`1 CA FELT PAPER ON i/W 0.5.8. SHEATHING OR 1/2' CDX PLYWOOD W � SECURED PER NAIL ING SCHEDULE WINDOW STYLE DETERMINED *10'-a" 2ND FIN. FLR. PER COMMUNITY — LSU -262 12 _ 15'-O" 2ND FL. 2xla RAFTERB 6 BRG. HGT. *9'-d•" G. T. — 1'-o1 AS REQUIRED la"X60" DECOR,41YE LUS26 W/ (4) 10d's APPLfED SHUTTERS TO LEDGER AND (2) 106's 2X6 LEDGER W/ 1/2'xS' tO 2x(o JOIST THREADED ROD 32" O.G. 2X& LEDGER W/ 1/2'x8" MAX. 5ET IN 51MP50N HIGH STRENGTH EXPDXY THREADED ROD 32' O.C. ka" MIN EMBED. MAX. SET IN 51MR50N ��-�„ 1X6 TRIM 50,4RD HIGH STRENGTH EXPDXY q U (TYP.) b" MIN EMIBED. I/2'THICK, 2 COAT CEMENT----" ,�10"-O" 2NP RR PLASTER APPLIED DIRECTLY TO MASONRY L5'-8" BRG. HGT. (o11 A R415D OR SCORED SAND � IDETERI" IINED PER G. D.GABLE GOMMUNITY� . � 12"X48" DECORATIVE 1/2 " APPLIED SHUTTERS Lmv cs� O' -O" FIN. FLR. 5TONE VENEER, INSTALL PER MAN'F, SPECS 25'-ro" RIDGE HGT. ,�L 18'-0" 2ND FL. ly 53RCx. HGT. 1-01 ,1, 10"-011 2ND F.F. Ir S' -a" BRG. HGT. lqr O' -O" FIN. FLR. Ir AREA OF ATTIC = 1440 SQ. FT. NET FREES VENTILATION = 1/300 AREA REQUIRED REQUIRED vENTILATION AREA = 1440/300 W = 4.8 50. FT. = X91.2 50. IN, MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = 5 X (0131.2 = 345.& (5,4LANGE TO BE PROVIDED IN SOFFIT OR E,4vE vENTS) OFF RIDGE VENTILATION AREA = 115 5Q. IN. PER VENT TOTAL 0 OF VENTS REQUIRED = (3) TOTAL * OF vENT5 PROVIDED = (3) 1 COPT. COV® PATIO H RA W . A R C H I T E C T$ e/Design Groupinc. I1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA PLACE NORTH LOT 1039 PROJECT# 1664.054 M0 DEL: "2200" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION "C" ARCHITECT STATE OF FLORIDA JAMEA CAMWELL AFA NO 12079 P'RIN'T DATE: 12/9/10 SIC,ALE: 1/4"=1"-0" SAEET 4 C oFt'.."' W Cl W � a � z q U A � Lmv SUBDIV. & LOT: TUSCA PLACE NORTH LOT 1039 PROJECT# 1664.054 M0 DEL: "2200" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION "C" ARCHITECT STATE OF FLORIDA JAMEA CAMWELL AFA NO 12079 P'RIN'T DATE: 12/9/10 SIC,ALE: 1/4"=1"-0" SAEET 4 C oFt'.."' 25'-(o" RIDGE PGT. 18'-0" 2ND FL. BRG. HGT. 10'i 2ND F.F. 8'-8" SRG. a-ICaT. 0'-0" FIN. FLR. ,L 25'-�o' RIDGE HGT. INSTALL PER MAN'1=. 8PEC5 _LEFT ELEVATION TEXTURED FINI5H AREA OF ATTIG = 1440 50. FT. NET FREEE VENTILATION = 1/300 AREA REQUIRED REQUIRED vENTIL.4TION AREA = 1440/3¢0 w _ 4.8 5Q. FT. = ro91.2 5Q. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC .5 X (x91.2 = 3.45.6 (5,4L,4NCE TO 5E PROVIDED IN SOFFIT OR SAVE VENT5) OFF RIDGE vENTILATION AREA = 115 SCS. IN. PER VENT TOTAL # OF VENTS REQUIRED = (3) TOTAL +' OF vENT5 PROVIDED = (3) 25'-(o" RIDGE HGT.* _ _ _ _ _ _ _ _ - _ _ _ _ _ _ - _ _d4 25 --go" RIDGE HGT. 12 OFF RIDGE VENT 18'-0" 2ND FL. �, _ _ _ _ _ ,�, 18'-0" 2ND FL BRG. HGT. 5RG. HGT. 10"-0" 2ND F.F. 12 _ _ - - - - 10"-0" 2ND F.F. -4� a'-8" eRG. HGT. - - - - - - - - - - - - - I - - _ 8'-8" 5RG. HGT. I I _ _ _ ,` 8'-8" let FLR - - - I I SRG. HGT. 8'-0" 5RC-4. HGT. Is GARAGE I I I I t- � 0'-0" FIN. Fl -R.- - - - - - - - - - - - - - - - - — 0'-0" FIN. FLR. 0'-0" FIN. FLR. --- -' STONE VENEER, INST� % ALL PE=R ]P T ® Y . PAT 10" MAN'F. SPECS I I (LIQVAT J� II H T E 1� �- LEFT SIMILAR TEXTURED FINISH 1 I i :kinh'::k A R C H IT E C TS Grousign p inc. 1'iiF1 IV. nVIVHLU nililM Mill OLYV. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBIDIV. & LOT: TUSCA PLACE NORTH LOT 1039 PROJECT# 1664.054 MODEL: »2200" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATION ARCHITECT STATE OF FLORIDA VEC 0 J JAMES CANTWELL NO 12079 PRINT DATE: 12/9 /710 SCALE: 1/4"-1'-0" w 0 w JU 14 a a � 0 � P � z U SUBIDIV. & LOT: TUSCA PLACE NORTH LOT 1039 PROJECT# 1664.054 MODEL: »2200" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATION ARCHITECT STATE OF FLORIDA VEC 0 J JAMES CANTWELL NO 12079 PRINT DATE: 12/9 /710 SCALE: 1/4"-1'-0" HEADER SPAN CHART UP TO CONNECTOR SCHEDULE 51NGLE SIMPSON 4'-11 1/2" 7 -II 1/2 DES. UPLIFT GRAVITY FASTNER >- META -16 1460 (1) 10d x 1 1/2 1 -PLY/ (b) lbd 2 -PLY Z C21 META -16 1985 (10) 10d x 1 1/2 I -PLY 0 1900 (14) 16d 2 -PLY d 14ETA-16 1510 (9) 10d x 11/2 1 -PLY/ (B) 16d 2 -PLY g 4 -ETA -20 1810 (9) 10d x 1 1/2 1 -PLY/ (8) 16d 2 -PLY (2) HETA-20 2035 2500 (10) 10d x 1 1/2 I -PLY (12) 16d 2 -PLY - MGT + 3965 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) lod TO WOOD HGT-2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d to WOOD HGT-3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD �I LTA1 1420 (12) 10d x 1-1/2' VGT 4940 (1)5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 808 1/4'X 3' TO WOOD UC410 SECURE (2)\AT(2-FLY/3-FLY) 1185/8 W (2) 5/8' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' x 3' TO WOOD MTS -12 1000 (14) 10d x 1 I/2 HANGER TO I " HTS -16 1150 (16) led x 1 1/2 HT6-20 1450 (24) 10d x 1 1/2 P2 LSTA-12 ++ 925 (10) led 1/4'X2 3/4' LSTA-18 ++ 1235 (14) 10d (/y MBIA -18 ++ 1915 (14) 10d C" MSTA-24 ++ 1640 (18) 10d X MSTA-36 ++ 2050 (26)10d ~ Cn MBTI-36 3800 (96) 10d x 1 1/2 U MBTI-48 5065 (48) 1" x 1 1/2 Hb 960 (8) 8d TO PLATES, (8) 8d TO STUDS e+4 X35 (b) 10d x 1 1/21 TO STUDS U A33 150 (4) 10d TO BEAM (4) 10d TO POST. 1401=2 645 (6) 10d x 1-1/2' HI0 995 (16) Sd x 1-1/2 ASU 44 2200 6665 (1)5/6' A.T.R. IN HIGH 8TRENGT14 EPDXY (MIN. 1' EMBED.) IN CONC� (12) Ibd TO WOOD (/y ABU 66 2300 12000 (1) 5/8- A.T.R. IN HIGH STRENGTH EPDXY, CMIN. 1- EMB"ED.) IN CONC, (12l(0d t0 WOOD O LTTI9 +++ 1340 (I) 3/4"A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (8)10d t0 WOOD _ 7720 +++ 1625 (I) I/?" Aj.R. IN HIGH STtHEPDXY, (MIN. 1" M J IN GONG. !2A1 1501-T TO WOO Z 3610 HTT4 4235 (1) 5/81 ,4.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMSEDJ IN CONIC. (18) I0d x 1 1/21 to WOOD (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (18) Ibd x 2 1/2' TO WOOD `Z4abO (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1 y' EMBED.) IN CONC. (26) 10d x 1 In' TO WOOD HTT5 4610 5090 (1) 5/81 A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBEDJ IN CONC. (26) 10d TO WOOD (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 'I' EMBED) IN CONC. 26) Ibd x 2 /2 O WOOD HHDQII-8178 2.5+ 11445 (1) I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24)SDS 4' x " WOOD SCREWS HDI x0400 (1) 1/8" A.B. IN HIGH STRENGTH EPDXY (MIN. 1' BED.) IN CONC. (3) ' STUD BOLTS TO WOOF M15WA 386/11.25 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, ('MIN. 6'15' EMBEDMENT) IN C.M.U. TOP, (1) 5/4"A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6-V EMBEDMENT) IN CM.U. FACE, (18)lod TO BEAM � Ld HUSC412 (WOOD) 3240 2510 (FLOG (l0) 16d to HEADER, (10) 16d TO WOOD 3140 (ROOF) 0 HUC410 (CMU) 1810 5085 18-1/4'x 2-3/4" TITEN ( 9 PER FLANGE) TO CMU (10) 10d t0 WOOD a HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCI-11TECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT 18 GREATER THAN 1- DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 18 REQUIRED FOR T14I8 APPLICATION PRIOR TO INSTALLATICN W f- +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 6', 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 16 USED. WHEN USING STAINLESS STEEL CONNECTORS, USE OTAINLE65 STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -453 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-2009" , 'HIGH WIND -RESISTANT CONSTRUCTION C-HW05-R", T-ANCHORSPEC01, AND ANCHORING < FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG 0-2009. HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REOUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 51NGLE 5TORY APPLICATION 4'-11 1/2" 7 -II 1/2 AND up SIZE CLEAR SPAN DBL 2 P51- 2 DBL 2 DBL 2 x S x S x lO x 12 UP TO 5'-4" 5'-4" TO -1'-0" 1'-0' TO lO"-O' 10'-0" AND OVER TWO STORi' APPLICATION DOWN STAIIR5 3 NUMBER OF FULL LENGTH STUDS SIZE CLEAR SPAN D15L 2 DBL 2 D5L 2 DBL 2 x b x 8 x 10 x 12 UP TO 5'-O" 5'-0" TO Ca' -4" (o'-4" TO 8'-0" 6_011 AND OVER MINIMUM WALL AND HEADER STUD REOUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 8,1_011 U.N.U. 4'-11 1/2" 7 -II 1/2 AND up NUM5ER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 0 3 FR4MIN5 NOTES: 1. HURRICANE 6TR4P5 TO 5E MANUFACTURED 5)" 51MP50N STRONG -TIE OR EaUAL, U.N.O. 2. T`,r'PICAL HURRICANE 5TR4P5 ARE A5 FOLLOUJ5, U N.O: * TRU56 TO M,450NRT HEADER SPAN CHART SINGLE STORY APPLICATION CONNECTOR SCHEDULE CLEAR SPAN SIMPSON UP TO 5'-4" D5L 2 x 8 DES. UPLIFT GRAVITY FASTNER i- META -I6 1450 (1) 106 x 1 1/2 1 -PLY/ (6) Ibd 2 -PLY Z (2) META -I6 1985 (10) 10d x 1 1/2 I -F=LY 0 1900 04) Ibd 2 -PLY Q HETA-16 1810 (9) 10d x 1 1/2 I -PLY/ (S) 16d 2 -PLY D5L 2 x 12 HETA-20 1810 (9) 106 x 1 1/2 1 -PLY/ (S) Ibd 2 -PLY AT EACH END OF HEADER (2) HETA-20 2035 2500 (10) 10d x 1 1/2 I -PLY (12) Ibd 2 -PLY 3 MGT + 3965 (1)5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD 111 HGT-2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD HGT-3 + 10530 (2).3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD LTAI 1420 (12) 10d x 1-1/2' VGT 494(0 (1) 5/8' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMIBED), (16) SDS 1/4'X V TO WOOD 0)VOTa-PLY/3-PLY) 1185/8890 (2) 5/8' AT -R. IN HIGH STRSN[TH EPDXY (MIN.. 12' EMBED), (32) SDS 1/4' X 3' TO WOOD MTS -12 1000 (14) 10d x 1 112 HT8-16 1150 (ib) 10d x 11/2 HTS -20 1450 (24) 10d x 1 I/2 LSTA-12 ++ 925 (10) loci LSTA-18 ++ 1235 (14) 10d V) MSTA-IS ++ 1315 (14) 10d Q me -24 ff 1640 (18) 100 OL MSTA-36 ++ 2050 (26) 10d N MSTI-36 3800 (36) 10d x 1 12 MSTI-48 5065 (48) 10d x 1 1/2 H6 950 (S) Sd TO PLATES, (8) Sd TO STUDS SP4 895 (6) 10d x 1 1/2' TO STUDS n A33 The (4) 10cd TO BEAM, (4) 10d TO POST. HCP2 645 (6) IOd x 1-1/2' H10 995 (16) 8d x 1-1/3 ABU 44 2200 6665 (1) 5/8'A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED-) IN GONG. (12) Ibd TO WOOD vyABU 66 2300 12000 (1) 5/8' ATR IN HIGH STRENGTH EPDXY, (MIN.. V EMBED-) IN GONG, 02A6d TO WOOD LTTI9 +++ 1340 (1) 3/4' AT.R. IN HIGH STRENGTH EPDXY, (MIN., 1" EMBED-) IN GONG. (SA06 TO WOOD m: LTT20 +++ 1625 (1) 1/2' ATPL IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC. (2) V 1901-T TO U 3610 0) 5/6' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 71' EMIDEDJ IN CONC. (18) 10d x 1 1/2' TO WOOD ZZHTT4 4235 (l) 5/8' A.T.R. IN HIGH 8TRENGTH E EPDXY, (MN, 71' MBED.) IN GONG. (18) Ibd x 2 1/2' TO WOOD < 4350 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 71' EMBED.) IN GONG. (26)104 x 1 1/2' TO WOOD HTTS 4610 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) 106 TO WOOD ! .. x HHDQ11-6DS 2.5+ 11445 (AWST.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EM15ED.) IN GONG, (24)SD8 A' x ' WOOD SCRE 71 64M IN HIGW STRENGTH E XY (MIN. 1' M -) IN CONC,,(3A'STUj> BOLTS TO WOOD M13HA 3.56/1175 34715 533o (1) 3/4' AM IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (1).3/4' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 6.715' EMBEDMENT) IN C.M.U. FACE, (18)10d TO BEAM V) Of W1 44USC412 (WOOD) 3240 13140 2510 (FLOO (10) 164 TO HEADER, (10) I6d TO WOOD (ROOF) 0 HUC410 (CMU) 1610 6085 16-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD z a x � O 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 18 GREATER THAN V DEEP, THE VERTICAL CELL IN C.M.U_ WALL MUST BE FILLED SOLID w/ GROUT - 10d COMMON NAILS CAN ESE SUBSTITUTED WITH 104 x 1112' NAILS IN CONJUNCTION WITH A 239 REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION (PRIOR TO INSTALLATION. Li+++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE V O 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. u WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/EW31NEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2009' , 'HIGH WIND -RESISTANT CONSTRUCTION G-HW0E9-R", T-ANCHORSPEC01, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-2009. HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) SINGLE STORY APPLICATION SIZE CLEAR SPAN D5L 2 x h UP TO 5'-4" D5L 2 x 8 5'-4" TO 1'-0' DSL 2 x 10 1'-0" TO 10'-0' D5L 2 x 12 10'-0" AND OVER TWO STORY APPLIC,4TION DOWN 5T,4IRS SIZE CLEAR SPAN D5L 2 x 6 UP TO 5'-0" DSL 2 x S 5'-0' TO 6'-4" D5L 2 x IID &'-4" TO D5L 2 x 12 5'-0" AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0' TO 81-0" U.N.O. II II II II 4'-11 1/2' -1'-11 1/2" AND UP NUM15ER OF HEADER 5TUD3 SUPPORTING END OF HEADER 1 2 3 NUM5E'R OF FULL LENGTH STUDS 2 LU AT EACH END OF HEADER 1 w 3 FRAMING NOTES: 1. HURRICANE STRAPS TO 5E MANUFACTURED 5Y SIMF'SON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS AIRE A5 FOL,LOW&, U.N.O: * TRU55 TO MA50NRY/CONCRETE SHALL SE META -16 * FLOOR JOIST TO MASONRY/CONCRETE SHALL 5E HETA-I(o AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRU55 TO WOOD FRAMING SHALL 5E MTB -12 3.TRUS6 TO TRUSS CONNECTIONS AND HANGERS SHALL 5E DESIGNED AND SUPPLIED 5Y TRU55 MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADED SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ,ARE STANDARD U.N.O ON FRAMING FLAN �. MIN. 2X4 HIS' CUT 5LOCKING SECURED W/3-106 GUN NAILS OR 3-12d HAND DRIVES w EA. END. CUT PITCH 4 5EVEL TO FIT TIGHT TO TRUSS AS FER AF'A REQUIREMENTS. TRUSS TO 4X4 POST — MTs -12 POST TO TRUSS 5ELOW 5LK SOLID BETWEEN TRUSS CHORDS HTT-5 TRUSS TO 4X4 POST — MTS -12 POST TO TRUSS 15ELOW 5LK SOLID 5ETWEEN TRUSS CHORDS HTT-5 CJ1 CJ3 CJ5 CJ5 GJ3 CJ1 II II II II II II II II II II II II N LI LU LU 111 w w W w 111 11..1 w II II II II II � II II II II II II _ ArnG A4 A3 A2 _I 0 1 Al w Al (K I ATTIC LACCESS A3 A4 A5 = - In m U 0 0 jr II II 52 D (Y 52 52 5GE I ROOF FRAMING" PLAN TRUSS TO 4X4 POST MTs -12 POST TO TRUSS 5ELOW 5LK SOLID 5ETWEEN TRUSS CHORDS HTT-5 TRUSS TO 4X4 POST MTS -12 POST TO TRUSS 5ELOW SLK SOLID BETWEEN TRUSS CHORDS HTT-5 0. q 4ci 911 Y ACLU -SPAN 11/10/10 A R C H IT E C TS Design G roup Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 SVHDIV. & LAT: TUSCA PLACE NORTH LOT 1039 PROJECT# 1664.054 MODEL: »2200)) GARAGE SWING': LEFT PAGE: ROOF FRAMING P L.AN ELEVATION Pp Bpp & "C p(� ARCHITECT. STATE OF FLORIDA E0 0% 21111 DAT3: 12/9/10 SCALE: 1/4„-1'-0” SHEET N tr3co W a n � Q z � O A u E-, SVHDIV. & LAT: TUSCA PLACE NORTH LOT 1039 PROJECT# 1664.054 MODEL: »2200)) GARAGE SWING': LEFT PAGE: ROOF FRAMING P L.AN ELEVATION Pp Bpp & "C p(� ARCHITECT. STATE OF FLORIDA E0 0% 21111 DAT3: 12/9/10 SCALE: 1/4„-1'-0” SHEET ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125v OUTLET AMP 20 z P 31NGLOLE VA 2199 SQFT GENERAL LIGHTING X3 VA PER SQFT IIOV OUTLET 6597 I I 112 of OUTLET 1 LAUNDRY CIRCUIT AT 110v OUTLET WIRED 110 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN SWITCH 1 WATER HEATER FOUIPED WITH 1 CIF 110v OUTLET GROUND FAULT IN (TAt1PE RtANT 1 220v OUTLET 4 WIRE 5000 1 CONNECTION WP EXTERIOR GROUND FAULT GFI WATERPROOF INTERRUPTER 1 OUTLET 1200 $WITCH SUBTOTAL OF GENERAL LOAD SWITCH 3 -WAY OPER lt4 SWITCH 4 -WAY OPER. REMAINDER OF GENERAL LOAD AT 40% 28497 VA x .4 WALL 11399 MOUNTED 21399 LIGHT TON HEAT PUMP#1 28 AMPx 240 VA= CEILING LIGHT 2.5 `d\ OR PROOF --- VP LIGHT r ` RECESSED KW ELECTRIC HEAT AT 65% L0- CAN NET GENERAL LOAD I CFM PER VENT. FAN SQ. FT. 13220 VENT. FAN I CFM PER W/LIGHT 60. FT. CALCULATED LOAD FOR SERVICE 34619 VA/240 V= 145 AMP 145 AMP SERVICE 2' LIGHT STRIP 4' LIGHT STRIP 4' RECESSED 2-15ULIS WRAP ® FLUORESCENT LIGHT AROUND 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT ® PANEL miam METER SMOKE BATT.IBACK-UP (.� �✓ S.D. DETECTOR w/ HARDWIRE fNtER- WALL13ATT. IISACK-UP MOUNTED W/ HARDWIRE S D. DE OR CONNECTED BATT. BACK-UP CARBON W/ HARDWIRE INT- (Qj MONOXIDE/ CONNECTED SMOKE DETECTOR $HALL EWE A COM50 DISTANCE OF NOT LESS THEN 4" h FRC! WALL PENDANT LIGHT 4 NATURAL GAS OUTLET TELEPHONE q . JACK WATER HEAT. � DISCONNECT 11CA/C AIR. COND. A DISCONNECT TV. TELEVISION JACK CEILING OX REQUIRED TO BE SUPPORTED O J -50X IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING FAN/LIGHT Cwl=ILMI MUX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ 5OX MARKED AS SUCH FOR INSPECTION FLOOD L IGHr OPTIONAL KP SECURITY KEYPAD PUSH- FOR �. BUTTON CHIMES r LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO 5E VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. + ALL RECEPTACLES IN ALL HAINTA15LE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) x 20 AMP DEDICATED LAUNDRY CIRCUIT. x GFI .0 ISLAND (NOT ON KITCHEN CIRCUIT) 4 DI5HWA544ER DISCONNECT TO 5E LOCKOUT IN PANEL s BATHROOM EXAU5T FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(r-5C 2001,RESIDENTIAL CODE TABLE M15063) , LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALT. 5E NON METALLIC CABLE AS N.E.C. 2005 ARTICLE 300.(5) (2) * ALL RECEPTACLES TO 5E TAMPER- RESISTANT TYPE LIGHT COACH LIGHT 1ST FLOOR ELECTRICAL PLAN NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC—FAULT TYPE PER NEC 210-12 REQUIREMENTS. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDAR'- ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLE55 SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. NOT TO SCALE, PROVIDE 3 *11 CU, 1 #6 CU GNU 2" CONDUIT OR PROVIDE 3 02/0,4L, 1 *4 AL GND IN 2" CONDUIT, COMBINATION 5ERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING, TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT I "(o CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2005 250.52(3). 5/5" DIA X 5 FT LONG COPPER CLAD GROUND ROD GENERAL NOTES= A. ELECTRICAL MATERIALS AND IN5TALLATION5 SHALL J COMPLY WITH APPLICAIBLE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOC POWER COMPANY REQUIREMENTS.�s B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. molimm"'ll ARCHITECTS .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 LOAD CALCULATIONS ONE FAMILY DWELLING- WITH HEAT PUMP (NEC CODE*D2) HOUSE PLAN: 2199 MODEL LOAD INFORMATION VA 2199 SQFT GENERAL LIGHTING X3 VA PER SQFT 6597 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 4500 1 LAUNDRY CIRCUIT AT 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 1 MICROWAVE 1500 1 REF. 1200 SUBTOTAL OF GENERAL LOAD 38497 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 28497 VA x .4 11399 TOTAL NET GENERAL LOAD 21399 4 TON HEAT PUMP#1 28 AMPx 240 VA= 6720 2.5 TON HEAT PUMP#2 21 AMPx 240 VA= --- 10 KW ELECTRIC HEAT AT 65% 6500 5 KW ELECTRIC HEAT AT 65% --- NET GENERAL LOAD 21399 NET TOTAL HEAT 13220 o TOTAL LOAD 34619 CALCULATED LOAD FOR SERVICE 34619 VA/240 V= 145 AMP 145 AMP SERVICE NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC—FAULT TYPE PER NEC 210-12 REQUIREMENTS. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDAR'- ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLE55 SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. NOT TO SCALE, PROVIDE 3 *11 CU, 1 #6 CU GNU 2" CONDUIT OR PROVIDE 3 02/0,4L, 1 *4 AL GND IN 2" CONDUIT, COMBINATION 5ERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING, TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT I "(o CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2005 250.52(3). 5/5" DIA X 5 FT LONG COPPER CLAD GROUND ROD GENERAL NOTES= A. ELECTRICAL MATERIALS AND IN5TALLATION5 SHALL J COMPLY WITH APPLICAIBLE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOC POWER COMPANY REQUIREMENTS.�s B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. molimm"'ll ARCHITECTS .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. &e LOT: TUSCA PLACE NORTH LOT 1039 PROJECT# 1664.054 MODEL: "2200" GARAGE SWING: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA 4'� JAMES CA ELL AR NO 12079 PRINT DATE: 12 Z10 SCALE: 1/4 W W y w D o F. q U h � q � SUBDIV. &e LOT: TUSCA PLACE NORTH LOT 1039 PROJECT# 1664.054 MODEL: "2200" GARAGE SWING: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA 4'� JAMES CA ELL AR NO 12079 PRINT DATE: 12 Z10 SCALE: 1/4 ELECTRICAL LEGENI-) SYMBOL DEFINITION NOTES 125v CUTLET 20 AMP SINGLE POLESINC3LE FK:LE �u1 W IIOv OUTLET ,/2 OF OUTLET 110v OUTLET WILD t0 SWITCH EQU PED WITH 110v OUTLET GROUNDFAIALT (TAMjt<�ANT GFI W 2200 OUTLET 4 WIRE CONNECTION 11�yJJ1 Jjj/!! WP EXTERIOR GROUND FAULT WATERPROOF INTERRUPTER OUTLET SWITCH SWITCH 3 -WAY OPER. SWITCH 4 -WAY OPER. 4 4 WALL MOUNTED LIGHT 1— CEILING LIGHT c1 svp VAPOR LIGOHTT i0J CAN q VENT. FAN 1 CFM PER SQ. FT. VENT. FAN I CFM PER W/LIGHT SQ. FT. 2' LIGHT STRIP 4' LIGHT STRIP ® FLUORESCENT 2- AUNWAP LIGHT 2' FLUORESCENT 4, FLUORESCENT 4' TRACK LIGHT ® PANEL METER F -i SMOKE BATT. BACK-UP COS.D. DETECTOR MDWIM W/ NTER- WALL BATT. RACK -UP MOUNTED W/ HARDWIRE S p. DETEOCTTOR CONNECTED BATT. RACK -UP (� CARBON MONOXIDE/ W/ HARDWIRE CONrECV0 `c -a' S/CO SMOKE DETECTOR $HALL BE A COMBO DISTANCE OF NOT LESS THEN 4" FROM WALL PENDANT LIGHT NATURAL GAS OUTLET TELEPHONE JACK WH WATER HEAT. DISCONNECT A/C AIR. GOND. DISCONNECT 7V. TELEVISION JACK REQUIRED TO BE SUPPORTED O J -BOX IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING FAN/LIGHT REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL KP SECURITY KEYPAD PUSH- FOR R. BUTTON CHIMES ** LOCATION 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 PEPICATED LAUNDRY CIRCUIT. * GFI 0 ISLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL * BATHROOM EXAUST FAN TO HAvE MIN. CAPACITY OF 50 CFM INTERMITTENT.(F8C 2001,RESIDENTIAL CODE TABLE M15063) *LAUNDRY ROOM RECEPTACLE SHALL 15E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL BE NON METALLIC CABLE AS N.E.C. 2005 ARTICLE 300.(5) (2) * ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE ��Jmg[ggl ng TO MAIN n uTR J � 211 2 n �vTR '"`�`\ 2 PLUMBING' RISER DIAGRAA IV] Design Gr+ou p inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 SLTBDXv & LOT: TUSCA PLACE NORTH LOT 1039 PROJECT# 1664.054 MODEL: ,2200" GARAGE SWING: LEFT PAGE: S ECON1"'/ FLO0R ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA Err4 JAM.�6 CANTWELL AIt NO i8o79 i7A E: SCALE: 1/4"=1' - 0" ZHEET 914 W W 5 W 4 � 1— q U q � F -i ti SLTBDXv & LOT: TUSCA PLACE NORTH LOT 1039 PROJECT# 1664.054 MODEL: ,2200" GARAGE SWING: LEFT PAGE: S ECON1"'/ FLO0R ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA Err4 JAM.�6 CANTWELL AIt NO i8o79 i7A E: SCALE: 1/4"=1' - 0" ZHEET 914 A .4' CONC., REIN. W/ b'xb' 010 WWM OR FIBERMESH ON b -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL TL (2) 06 REBAR ON CHAIRS 1 -STORY FOOTING (j)...WZ BLOCK WALL SCALE. 1/2'-t'-0' 4' GONG., REINF. W/ 6'xb' 110/10 WWI'1 OR FIBERMESH ON F 4' 6 -MIL POLY ETHYLENE VAPOR fn 8` BARRIER ON WELL -COMPACTED i8CLEAN TERMITE TREATED FILL (1)15 REBAR ON CHAIRS THICKEN EDGE SCALEI I/7' ■ I'-0' m 4' CONC, REIN. W/ b'xb' 010 001 OR FIBERMESH ON 6 -MIL POLY 4' q1 ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL GARAGE STEP-UP NON-BEARING105 _ SCALE: 1/2'.1'-0' GRADE 4' CONC, REIN- W/ b'xb' 010 WWM OR ° FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR HARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL m 2'-0' 4' 05 REBAR ON CHAIRS 9 CONCRETE PAD SECURE i3T- PLATE TO BLK W/ k ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. * 32' OC MAX. E NF. W/ 6'xb' 010 WWM OR ON 6 -MIL POLY Z: VAPOR BARRIER ON T- PACTED CLEAN TERMITE 0 4"ff4 FILL „AR ON CHAIRS 1 -STORY FOOTING AT L.pB�.� W. W UPLIFT SCALE: 1/L' Y I1_4T1 STUDS Ib' O -C. MAX 6 117' * HEAD OF GARAGE vARIE8 WITH SLOPE SECURE BT. PLATE TO SLAB W/' ANCHOR BOLT W/ 2' WASHER SET IN iu SIMP80H HIGH STRENGTH EPDXY T' EMBED. MIN. * 32" OC MAX. J d' 1...x•:11--=.1i=�• y1.T.-1 r n a• 4' CONC, REINF. W/ b'xb' 010 UIWM OR FIBERMESH ON (P -MIL POLY E ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE 4-,41 TREATED FILL I -4" (2) 06 REBAR ON CHAIRS GARAGE STEP-UP 1- STORY L. B. W. SCALE: I I I' FPPF Cx.D. S.D. TRA TRACK FINISH FLOOR 4 ' °• .v.a 4 SLAB AT S. G. D. SCALE: SECURE 13T. PLATE TO SLAP W/ �• ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. * 32' OC MAX. a 4 * • 4 4' CONC., REIN. W/ 6'xb'010 W01 OR FIBERMEOW ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE 'n U TREATED FILL �4' 1'_01 (3) 05 REBAR ON CHAIRS 2 -STORY FOOTING AT L. B. W. SCALE: 112'=V-0' 5 1/2' * HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. * 32' OC MAX. �' 4' CONC, REIN. W/ b'xb' •I0 WMWOR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON z UJELL-COMPACTED CLEAN TERMITE +n U 4' b' b' ¢' TREATED FILL e3) 05 MBAR ON CHAIRS GARAGE STEP-UP 6A 2 -STORY L.B.W. RECESS FOR GARAGE DOOR 741CONC, REIN. W/ b`xb'010 WWM OR BERMESH ON b -MIL POLY I'-0" HYLENE VAPOR BARRIER ON LL -COMPACTED CLEAN TERMITE EATED FILL (1) 05 MBAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE: 1/2' 611_01 SECURE BT. PLATE TO SLAB W/ 10d GUT NAILS/ MASONRY NAIL * 32' O.G. MAX ° 4' CONI, REINF. W/ b'xb' M1ra WW1 OR FIBERMESH ON 6 -MIL POLY z it ETHYLENE VAPOR BARRIER ON WELL -COMPACTED GLEAN TERMITE 4' 8' ¢ TREATED FILL 11_,41 (2) 05 REBAR ON CHAIRS 1 -STORY FOOTING B AT L.B.W. W NO -UPLIFT) SCALE: EXTENDED SLAB 11/2' CURB HEIGHT VARIES 1/2` RECESS FOR SERVICE DR T.'- ujGONG, REIN. W/ b'xb' 110 WUM OR IBERMES , ON b -MIL POLY THYLENE VAPOR BARRIER ON ELL-COMPAC ED CLEAN TERMITE REATED FILL ) 0b REBAR ON CHAIRS m SLAB AT GARAGE SERVICE DOOR SCALE. 1/2' • I'-0" �� NOT USED TEXTURED FINISH R -Il INSULATION MIN. STUDS Ib' O.C. MAX 112' GYP. WL. 5P. WOOD BASE ECURE EST. PLATE TO BLK W/ ANCHOR BOLT W/2' WASHER SET IN 0 SIMPSON HIGH STRENGTH EPDXY 1' p EMBED. MIN. 32' Or, MAX, 4' CONC, REIN. W/ b'xb' 010 WWM OR FIBERMESH ON 6 -MIL POLY ° ETHYLENE VAPOR BARRIER ON 71*7 WELL -COMPACTED CLEAN TERMITE TREATED FILL 41 01 "1' ' f+5 �1' tl41 (2) ^'EI REBAR ON CHAIRS 1 -STORY FOOTING 3 W FRAME WALL SCALE= ll) 05 REBAR VERTICALLY W/ CONIC. POUR CELL a' CMu I0 -Cull HEIGHT VARIES d A " 4 4' CONC, REINF. W/ b'xb' 410 WWMOR FIBERMESH ON 6 -MIL POLY o .• ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL it 41 B' (2) 015 REBAR ON CHAIRS p 1'-4' u 1 -STORY FOOTING 8 AT GARAGE SCALE: t/2'.r-01 -CAULK AND SEAL Mm E3 I H 11BR-4.2 (I) 08 REBAR VERTICALLY W/ CONC. POUR CELL R-4,2 INSULATION Z GAS LINE TEXTURED FINISH El 1LIzF a' CMU 1 1/2' GYP. WL. W- n E 14 1. N 1/2GYP• WL. BD. it 1/2' DRYWALL 0'-0' FIN. FLR. WOOD BASE A .4' CONC., REIN. W/ b'xb' 010 WWM OR FIBERMESH ON b -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL TL (2) 06 REBAR ON CHAIRS 1 -STORY FOOTING (j)...WZ BLOCK WALL SCALE. 1/2'-t'-0' 4' GONG., REINF. W/ 6'xb' 110/10 WWI'1 OR FIBERMESH ON F 4' 6 -MIL POLY ETHYLENE VAPOR fn 8` BARRIER ON WELL -COMPACTED i8CLEAN TERMITE TREATED FILL (1)15 REBAR ON CHAIRS THICKEN EDGE SCALEI I/7' ■ I'-0' m 4' CONC, REIN. W/ b'xb' 010 001 OR FIBERMESH ON 6 -MIL POLY 4' q1 ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL GARAGE STEP-UP NON-BEARING105 _ SCALE: 1/2'.1'-0' GRADE 4' CONC, REIN- W/ b'xb' 010 WWM OR ° FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR HARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL m 2'-0' 4' 05 REBAR ON CHAIRS 9 CONCRETE PAD SECURE i3T- PLATE TO BLK W/ k ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. * 32' OC MAX. E NF. W/ 6'xb' 010 WWM OR ON 6 -MIL POLY Z: VAPOR BARRIER ON T- PACTED CLEAN TERMITE 0 4"ff4 FILL „AR ON CHAIRS 1 -STORY FOOTING AT L.pB�.� W. W UPLIFT SCALE: 1/L' Y I1_4T1 STUDS Ib' O -C. MAX 6 117' * HEAD OF GARAGE vARIE8 WITH SLOPE SECURE BT. PLATE TO SLAB W/' ANCHOR BOLT W/ 2' WASHER SET IN iu SIMP80H HIGH STRENGTH EPDXY T' EMBED. MIN. * 32" OC MAX. J d' 1...x•:11--=.1i=�• y1.T.-1 r n a• 4' CONC, REINF. W/ b'xb' 010 UIWM OR FIBERMESH ON (P -MIL POLY E ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE 4-,41 TREATED FILL I -4" (2) 06 REBAR ON CHAIRS GARAGE STEP-UP 1- STORY L. B. W. SCALE: I I I' FPPF Cx.D. S.D. TRA TRACK FINISH FLOOR 4 ' °• .v.a 4 SLAB AT S. G. D. SCALE: SECURE 13T. PLATE TO SLAP W/ �• ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. * 32' OC MAX. a 4 * • 4 4' CONC., REIN. W/ 6'xb'010 W01 OR FIBERMEOW ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE 'n U TREATED FILL �4' 1'_01 (3) 05 REBAR ON CHAIRS 2 -STORY FOOTING AT L. B. W. SCALE: 112'=V-0' 5 1/2' * HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. * 32' OC MAX. �' 4' CONC, REIN. W/ b'xb' •I0 WMWOR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON z UJELL-COMPACTED CLEAN TERMITE +n U 4' b' b' ¢' TREATED FILL e3) 05 MBAR ON CHAIRS GARAGE STEP-UP 6A 2 -STORY L.B.W. RECESS FOR GARAGE DOOR 741CONC, REIN. W/ b`xb'010 WWM OR BERMESH ON b -MIL POLY I'-0" HYLENE VAPOR BARRIER ON LL -COMPACTED CLEAN TERMITE EATED FILL (1) 05 MBAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE: 1/2' 611_01 SECURE BT. PLATE TO SLAB W/ 10d GUT NAILS/ MASONRY NAIL * 32' O.G. MAX ° 4' CONI, REINF. W/ b'xb' M1ra WW1 OR FIBERMESH ON 6 -MIL POLY z it ETHYLENE VAPOR BARRIER ON WELL -COMPACTED GLEAN TERMITE 4' 8' ¢ TREATED FILL 11_,41 (2) 05 REBAR ON CHAIRS 1 -STORY FOOTING B AT L.B.W. W NO -UPLIFT) SCALE: EXTENDED SLAB 11/2' CURB HEIGHT VARIES 1/2` RECESS FOR SERVICE DR T.'- ujGONG, REIN. W/ b'xb' 110 WUM OR IBERMES , ON b -MIL POLY THYLENE VAPOR BARRIER ON ELL-COMPAC ED CLEAN TERMITE REATED FILL ) 0b REBAR ON CHAIRS m SLAB AT GARAGE SERVICE DOOR SCALE. 1/2' • I'-0" �� NOT USED TEXTURED FINISH R -Il INSULATION MIN. STUDS Ib' O.C. MAX 112' GYP. WL. 5P. WOOD BASE ECURE EST. PLATE TO BLK W/ ANCHOR BOLT W/2' WASHER SET IN 0 SIMPSON HIGH STRENGTH EPDXY 1' p EMBED. MIN. 32' Or, MAX, 4' CONC, REIN. W/ b'xb' 010 WWM OR FIBERMESH ON 6 -MIL POLY ° ETHYLENE VAPOR BARRIER ON 71*7 WELL -COMPACTED CLEAN TERMITE TREATED FILL 41 01 "1' ' f+5 �1' tl41 (2) ^'EI REBAR ON CHAIRS 1 -STORY FOOTING 3 W FRAME WALL SCALE= ll) 05 REBAR VERTICALLY W/ CONIC. POUR CELL a' CMu I0 -Cull HEIGHT VARIES d A " 4 4' CONC, REINF. W/ b'xb' 410 WWMOR FIBERMESH ON 6 -MIL POLY o .• ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL it 41 B' (2) 015 REBAR ON CHAIRS p 1'-4' u 1 -STORY FOOTING 8 AT GARAGE SCALE: t/2'.r-01 I .' a'.•8'a� 4' CONC, REINF. W/ b'xb' 010 001 OR ° FIBERMESH ON 6 -MIL POLY * ' a ETHYLENE VAPOR BARRIER ON 4 WELL -COMPACTED GLEAN TERMITE TREATED FILL (3) OF,,, REBAR ON CHAIRS ZA 2 -STORY FOOTING 13 W BLOCK WALL SCALE: 1/2' N 1'-0' -CAULK AND SEAL Mm E3 I H 11BR-4.2 (1) 03 REBAR VERTICALLY W/ CONC- POUR CELL INSULATION GAS LINE TEXTURED FINISH El 1LIzF s' CMUtv 1 1/2' GYP. WL. W- 14 1. N WOOD BASE I .' a'.•8'a� 4' CONC, REINF. W/ b'xb' 010 001 OR ° FIBERMESH ON 6 -MIL POLY * ' a ETHYLENE VAPOR BARRIER ON 4 WELL -COMPACTED GLEAN TERMITE TREATED FILL (3) OF,,, REBAR ON CHAIRS ZA 2 -STORY FOOTING 13 W BLOCK WALL SCALE: 1/2' N 1'-0' -CAULK AND SEAL GAS LINE w I J' PVC SLEEVE FOR GAS LINE a' CMU POURED LINTEL CONT. (TYP.) it 1/2' DRYWALL 0'-0' FIN. FLR. y 8" CMU FILLED CELL ftYPJ WOOD BASE TIE VERTICAL REBAR TO HORIZATIONAL ?X WALL FRAMING °' 4 a . ' ' REBAR W/ S' HOOK '(4)VX1' ANCHOR BOLTS or (4)VX1" °. a• •• , n e ,' GROUTED BOND BEAM J -BOLTS MIN S' EMBEDMENT W/ 2'X2'XI/5' WASHER AND NUT SPACED EVENLY FROM �° : 4 ° VARIES PER ELE FLOOR TO BEND BEAM. SET N JOINTS 44 X1.1 PRIOR TO FILLIW4. (SLEEVED ANCHOR IN a. e W E ° SOLID POUR ACCEPTABLE RETROFIT) ° a m T'HRU FOOTING b' PVC CHASE a' EXT. /INT. FRAME WALL TO I -STS 1 BLOCK WALL CONNECTION SCALE: 1/21-11-01LE 1 GAS LINE THRU BLOCK �2gIAR ON CHAIRS (3) 05 REBAR ON CHAIRS fl) 05 REBAR VERTICALLY W/ CONC. POUR CELL a R-42 INSULATION a' CMU a' 1/2' GYP. WL. BD. ° . WOOD BASE a•• • <4 4' CONC, RE INF- W/ 6'xb' 010 UIM OR n- CLEANOUT REQUIRED o w• FOR INSPECTION .4".° -► FIBERMESH ON (P -MIL POLY �! z Q l° ETHYLENE VAPOR BARRIER ON i 4 :a WELL -COMPACTED CLEAN TERMITE °' TREATED FILL JA -' (1) 0$ REBAR SET IN SIMPSON HIGH T' MIN- a p "• N3 ° a . ,STI;�NGTH 0'-0" FIN. FLR. EPDXY EMBED- (2) REBAR * 1 -STORY ° (3) 5 REBAR * 2 -STORY t1) 08 VERT. DOWEL a E ..� . '^A :�°' ° TIE VERTICAL REBAR 4 ° LAPPED W/ BOND BEAM ap ,° b` PVC CHASE THRU FOOTING -0 a ° ' ". < • TO HORIZATIONAL OUTSIDE REBAR TO BE =��, �• r , e CONTINUOUS (1) 05 PMBAR AT CORNERS W/ 2D' LAP MM. , ° ° ° .. -0„ 1 BAR W/ Es' HOOK 4• o'• a ° . 4' ° 4' CONC, REINF. W/ 6'x6' NIO Wll1M OR 4'• FIBERMESH ON 6 -MIL POLY ""': , '^�. , °' ° ' 4O' ' ° a :' a I -STORY E a4-0• ETHYLENE VAPOR BARRIER ON • w ° ' •� Kl -0'� 8' "'F� (2) 013 REBAR ON CHAIRS U tl1 U WELL -COMPACTED CLEAN TERMITE d` ...° a 1 _4. 2 -STORY TREATED FILL (3) 13 REESAR ON CHAIRS ?'-I' MIN. LAP PIPE THROUGH TYP. RETROFIT FOR TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL OMITTED DOWELS REBAR LAP AT FOOTING p AT LINTEL CORNERSW BLOCK WALL E REINFORCING A SCALE 1/2'=1'-0' SCALEI I/1'=1'-0' SCALE: I/d"=1'-0' SCALE: 1/2'-1'-0" ALL ]EXTERI0-F,> Y00'r1E1ZS SLAB'S r-ro 1RE MI1°®T. 12" T3EL0W T-TW1DISrFT-J1:ZE3-FD SOILt TEXTURED FINISH R-11 INSULATION MIN. STUDS 16' O.G. MAX 1/2' GYP. WL. W. WOOD BASE SECURE BT. PLATE TO BLit Wl" ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' p EMBED. MIN. * 32` OC MAX. r ° s, A. 4 4' CONC, RE INF. W/ b'xb' 010 WJM OR FIBERMESH ON b -MIL POLY ETHYLENE VAPOR BARRIER ON 04 WELL -COMPACTED CLEAN TERMITE TREATED FILL b' 4' ( 3) 06 REBAR ON CHAIRS 11_al 2 -STORY FOOTING 3 A W FRAME WALL SCALI=: 1/F1=11 -/J111 (1) 15 REBAR VERTICALLY W1 CONC. POUR CELL a' CMU CURB HEIGHT VARIES IL 4' CONC., RE INF. W/ 6'xb' 010 WWM OR r, FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON its 4 WELL -COMPACTED CLEAN TERMITE TREATED FILL F (3) 015 REBAR ON CHAIRS 1 4 t If LS' 41T 4 Y 1'-a1 2 -STORY FOOTING e� AT GARAGE SCALE: I/2"=1' -D11 NOT USED 1 Y GROUTED BOND BEAM VARIES PER ELEV. 4 TIE VERTICAL REBAR ±`A O HORIZATIONAL c..' REBAR W/ 8` HOOK VARIES PER ELEv. 4 . ' GROUTED BOND BEAM ° a•. - bac d q 4q 1y.• „2 sk CLEANOUT REQUIRED a' FOR INSPECTION 4•�'. N a 0'-0' FN. FLR. A° a d ° ° 71E VERTICAL REBAR ° e 4 • TO HORIZATIONAL REBAR W/ V HOOK mU HO RIZ O NTAL/VERTICAL REINFORCING AT �+ BEARING CHANGE j1 t YY 4 r_p�+ l,O A R C H IT E C TS ro u p`; Gnc. 1441 N. RONALD REAGAN BLI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU191DIV. Tac LOT: TUSCA PLACE NORTH LOT 1039 PROJECT# 1664.054 MODEL: "2201.f� " GARAGE S WINC3': LEFT PAOM MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT - ,STATE OF FLORIDA Fac 0 9/• ,IJ PRINT DATE: 12 9 1 O SCALE: 1/4" w y U 44 X1.1 44 �! z Q q CJ ti SU191DIV. Tac LOT: TUSCA PLACE NORTH LOT 1039 PROJECT# 1664.054 MODEL: "2201.f� " GARAGE S WINC3': LEFT PAOM MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT - ,STATE OF FLORIDA Fac 0 9/• ,IJ PRINT DATE: 12 9 1 O SCALE: 1/4" 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 ►�7 0 PANEL ANCHOR STYLE CONSTRUCTION SECURE 2x6 MIN. TO BLK W/ (2) V ANCHOR BOLT W/ 2' WASHER SET IN 61MIOSON HIGH STRENGTH EPDXY 41 EMBED. © -91 SECURE 2x4 ON FLAT TO 5LK W/ CUT NAILS. ® SIDES: 2X6 GARAGE DOOR BUCK W/ (3) )�"X81 J -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'Ae, WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING. 1-2X3 PT BLOCK a CENTER OF DOOR HEADER W/(I) VX8' J -BOLTS 4' EMBEDMENT W/ 2'X2'501' WASHER AND NUT GARAGE DOOR � BUCK ATTACHMENT SCALE: 1/2"■ I'-0" /� NOT USED �tf no no LINTEL PLATE — 3/8" EXPANSION STRIP FREE OF MORTAR L INTEL SEALANT TO BE MIN. 1/2' DEEP SEE NOTE 7EXPANSION 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)1-1/4'1 5-4 HEX WASHER HEAD WITH ANTI -CORROSIVE COATING TIGHT TO BEND OF ANCHOR AND END OF SLOTTED HOLE TYPE 5 OR N MORTAR 1/4" MIN. 1/2" MAX. PANEL REINFORCING MORTAR ASPHALT EMULSION 1-3/4•" X 20 GAUGE X 24' LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL 2X4 SECURED TO GABLE END W/(2)l2d*EA. UPRIGHT 2X4 SECURED TO GABLE ENG W/(2)12d 6"-8" O.G. GABLE BLOCKING TRUSS 2x4 BLOCKING * EA. RAFTER L-30 EA. RAFTER H2B EA. RAFTER 2x4 RAFTER a 241 O.G. 2x4 FRAMING (TYP) 4 FRAMED OVERHANG N.T.S. 2X4 DBL TOP PLATE 2x4 METAL STUD 24' O.C. 1/2" DRY WALL 2X4 16' O.G. MAX 2X4 PT. BT. PLATE �. 1/2' A.B W/ MIN. 1' EMBEDMENT 2" DIA. WASHER 32' O.C. MAX 'S REBAR CONT. WOOD FRAME TO BLK. SCALE: 1/2' ■ 1'-0" SPARK ARREST T-4 1/2' PER MANUFACTURER 1x2 PT. TOP OF BOX — PRL. TOP PLATE 2X4 STUD II II II TEXTURED FINISH OVER - PAPER IBACK EXP. MET. LATH. W/ ON 0.3.5. SHEATHING OR �" CDX PLYWOOD PRE. ENG. TRUSS 1 A PLAN VIEW SCALE: 1/2 1'-0' 31MPSON H-5 (MIN.) a 2X4 TO TRUSS PRE. ENG. TRUSS SP4 OR H-5 TOP PLATE TO STUDS "-0" ABv. 10'-0" LEVEL TO ROOF )R 2'-0' A5v. HIGHEST RIDGE WITHIN 10'-0' 2A SIMPSON H-5 (MIN.) a 2X4 TO TRUSS CHIMNEY DETAILS SCALE: 1/2"=1'-0' PRE -ENG TRU55ES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS ® lb"O.C. MAX SIMPSON LSTA-12 a EA. JACK STUD, BOTH SIDES OF OPENING, 2x STUDS -a IV' 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 a A TIME. USE 12d NAILS, TWO WITHIN 6" FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED SP4 OR H5 w TOP AND BOTTOM PLATES al EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 1'-41 MIN. FROM 2ND TYP. EX'T'ERIOR WINDOW/ FLR. LINE. 5 DOOR OPENING WD FRAMED SCALE. 1/2' ■ I' -O' MAILING 8GHEC>IJLE ROOF DIAPHRAGM USE 1/1(o` 0.5.5. OR 1/2" CDX PLY WITH *8 RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND *8 RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE *8 GUN NAILS a 4' O.C. EXTERIOR SHEATHING USE 1/16" O.S.B. OR 1/2" PLY WITH 08 RING SHANK GUN NAILS AT 6" O.C. AT PANEL 511DES AND 05 RING SHANK GUN NAILS 4" O.G. TOP 4 50TTOM PANEL AND *8 RING SHANK GUN NAILS AT 6" O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. N,41L RECQORE1IENT6 SIZE HEAD LENGTH DIA. TENSILE STIR 5d ROUND,11001FIED 11/5' .113 I10,000 OR T loci ROUNDMODIFIED 2I/a, .125 110000 OR T TOP CORD BLOCKING AT 4' �r O.G. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TR NOTE: NAILS TO BE MFG. BY MEMBER OF INT. USS STAPLE, NAIL 4 TOOL A860CIATION 1 0113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING Iu 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4 0280 INCH FULL ROUND HEAD 'DIAMETER 5.2 INCH NAIL LENGTH D 4 fRCOF SHEATHING; LA"rOUT AN:",') ENSWALL- 5RAC IN � BUILDING LENGTH I, FOR G;,45L-E ENS EfRA `I INCA SECURE 2x TO BLOCK W/ (2) a" TAPGONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 1 J') WITHIN S" OF EACH a END AND IS' O.C. MAX m AACC SPACING. " O.S.B. SHEATHING OR—"'o ' GDX PLYWOOD 2x4 BLOCKS CMU WALL ARCH WINDOW FRAME A SECTION 5C ALE: I/2 NOTE: : TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR'4 UPLIFT (0.5.8. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT OPENINGS •8 1RING 814ANK GUN NAILb m 4" OC TOIL 4 !*BOTTOM EDGE$ 12 9 10 :SCALE:0" SHEET a D2 OP'l . . . . . . . . . . .w W �lu z a PRE• TRUE MTS - 7/16 ° 2x4 BTM. PLA' MTS - 32" C TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16" O.C. 1/161 03.5. 1/2' A$. W/ MIN, 1' EMBEDMENT LOCATE 6`-8' FROM ENDS AND 32" O.C. MAX. TEXTURED FINISH META -16 8" CMU WALL KNEE WALL DETAIL TO BLOCK (�)_SCALE: 1/2' ■ I'-0' I 2X4X4' SECURE TO TRUSS W/ 3-12d 6'-8" O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d SECURE TO BLK W/ META -lb 2'-0" EXTENSI SCALE: 1/2"=1'-0' C "S RING SHANK GUN NAILS 6 0.e_-. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0.&5. TO BE STRUCTURAL GRADE) C*8 2" DECK SCREWS 6'-5" O.C. 'MAX 0 EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNE55 OF SUB -FLOOR SHEATHING TYP. 3/41 T4G SUIS -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE -ENG. TRUSS DBL. 2X TOP PLATE 1/161 O.S.B. 2X BLOCKING m TOP OF 1/161, 0.3.8. 2X STUDS I&" O.C. MAX. 2X BTM. PLATE 3/4" FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS 2X4 a TOP 4 BOTTOM CONT. HETA-16 BLK. WALL �j CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK. W/ 1/41 GAP FROM BLK. TO O.S.B. HORIZONTAL 2X S.P.F. STRUCTURAL 5LOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. Q SHEATHING * TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF I&' FROM SHEET BELOW INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS EXT. WALL SHEATHING ,'K" 11 SCALE: ,/21.1'-,a' '."'z r �{ 1 � 1 sl t po P• aRcH�rEcrs Design Group,,. I1441 N. RONALD REAGAN 13L%LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU19DIV. & LOT: TUSCA PLACE NORTH LOT 1039 PROJECT# 1004.054 MODEL: 2200" GARAGE SWING: LEFT PAGE: MIsc. DETAILS ARCHITECT - STATE OF FLORIDA 0A 20"1 DATjct 12 9 10 :SCALE:0" SHEET D2 OP'l W W � o � O CQ 6 q U A 00 SU19DIV. & LOT: TUSCA PLACE NORTH LOT 1039 PROJECT# 1004.054 MODEL: 2200" GARAGE SWING: LEFT PAGE: MIsc. DETAILS ARCHITECT - STATE OF FLORIDA 0A 20"1 DATjct 12 9 10 :SCALE:0" SHEET D2 OP'l FI5ERGLA55 SHINGLES r —2x4 BLOCKING BETWEEN 2x4 BLOCKINGBETWEEN OVEN? 015 FELT PAPER ONFIBERGLASS SHINGLES TRUSSES ,4T FIRST TWO 5AY6 " tR11SSES AT FIRST TWO i�AYS OVER 015 FELT PAPER ON 4'-O" O.C. (AT 5HEATHING 16 0.5.8. SHEATHING Off? � 4'-0` O.G. CAT SHEATHING CDX PLYWOOD SECURED SEAMS) � 0.5.8. SHEATHING OR �" SEAMS) PER NAILING SCHEDULE CDX PLYWOOD SECURED PRE -ENCS GABLE TRU55 FRE-ENGGABLE TRUSS PER NAILING SCHEDULE P.T. 1x2 W1 MTL. DME' EDGE 2x4 NAILER MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED W/ C2) FIBERGLASS SHINGLES 2x4 SUB -BAND 126's s EACH TRU55 OVER *15 FELT PAPER ON CONT. 2x4 RAT RUN SECURED 2x4 5U8 -BAND TO BE INSTALLED � MID. POINT OF ALUM. SOFFIT W/ (2)126's EACH TRUSS TO SOFFIT TRU55 SPAN, O%' 1®'-D" O.C. 1�'IX. 16" 0.5.8. SHEATHING OR � 5TIFF5ACK AT ALL UPRIGHTS TO BE INSTALLED 6 MID. CDX PLYWOOD SECURED OVER 4'-1,a" HIGH (SEE POINT OF TRU55 SPAN, OR 5TIFF5ACK AT ALL SEE ENERGY CODE FORMS PER NAILING SCHEDULE SEALED ENG. FOR SIZE � lo' -O' O.C. MAX. UPRIGHTS OVER 4'-1011 FOR INSULATION R -VALUES. CONDITION.) HIGH (SEE SEALED ENCS, ° CYPSU1M 50ARD OIC �" FRE -ENG TRU55 SEE ENERGY CODE FORMS 1„ SEE CODE FORMS FOR SIZE 4 CONDITION.) HIGH STRENGTH CLCD. FOR INSULATION R -VALUES. � O.S,B. SHEATHING OR FOR INSULASULA TION R -VALUES. � D.5.1=3. SHEATHING OR �° BOA�;D MTL. DRIP EDGE CDX PLYWOOD. ATTACHED 9" GYPSUM BOARS) OR " COX PLYWOOD. ATTACHED 2x4 NAILER GYPSUM BOARD OR ? HIGH PER NAILING SCHEDULE ON 2AND STRENGTH GLC. BOARD SHEET D5 HIGH STRENGTH CLG. PER NAILING SCHEDULE ON x4 SUB-B2x4 s 24�° O.C.,s INTERIOR GONG. FILLED LINTEL B K ,;; BOARD SHEET D5 ,,8.. VENTED ALUM. SOFFIT L 7/15 THICK, 3 COAT CEMENT GONG. FILLED LINTEL BLK KNEE WALL W/ (1):15 REBAR CONTINUOUS PLASTER OVER GRADE W/ (ll '�5 REBAR CONTINUOUS Y/ THICK, 3 COAT CEMENT GONG, FILLED LINTEL BLK II PLASTER OVER GRADE EMBED, 5TRAF VERIFY W/ PRECAST LINTEL "D" FELT PARER BACK R,-4.2 BATT. IN5UL. "D" FELT PAPER SACK W/ ll) ' REBAR CONTINUOUS METAL LATH OVER METAL LATH OVER TRUSS PLAN R-4.2 BATT. INSUL. APPROVED HOUSE WRAF PRECAST LINTEL APPROVED HOUSE WRAF' PRECAST LINTEL WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT AS OR GRADE I'D" FELT WINDOW ATTACHMENT A5 2"THICK, 2 COAT GEMENT PER MANUFACTURES PAPER PER MANUFACTURES PAPER PER MANUFACTURES PLA5TER APPLIED SPECIFICATIONS WEEP SCREED SPECIFICATIONS WEEP SCREED SPECIFICATIONS DIRECTLY TO MASONRYPRECAST SILL (SEE DETAIL 2) PRECAST SILL (SEE DETAIL 2) _•- _FRECA5T SILL (I) *5 REBAR VERTICALLY SECURE GABLE TO 2x(o P.T. (1) 05 REBAR VERTICALLY SECURE GABLE TO 2x& F.T. (1),15 REBAR VERTICALLY W/ CONC. FOUR CELL PLATE W/ 126's 6" O.G. MAX --11,1/ GONG. FOUR CELL PLATE W/ 12d'S 8" O.G. MAX W1 CONC. POUR CELL II• 1x2 F.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO 1x2 F.T. FURRING STRIPS SECURE 2xt FT. PLATE TO I 1x2 P.T. FURRING STRIP5 I: IGS" O.C. 1�" O.C. !: i6" O.C. BLK W/ "x9" ANCHOR BOLT W/ LK W/ �'x9" ANCHOR BOLT W/ S" GMU 2" WASHER SET IN SIMP50N �---- 8" CMU 2" WASHER SET IN 51Mi='SON S" CMU I �— r HIGH STRENGTH EPDX''I' i" : � `� HIGH STRENGTH EF'OXY 7" 1/2 GYP'. WL. BD. E1~'18ED. MIN. 6 32" OG MAX._ 1/2 GYP. WL. BD. E1"IBED. MIN. 6 32" OC MAX 1/2" GYP. WL. BD. WOOD BASE - WOOD BASE WOOD BASE 4� eI� �"THICK, 2 COAT CEMENT 2 GOAT CEMENT PLASTER APPLIED PLASTER APPLIED 4 DIRECTLY TO MASONRY DIRECTLY TO MA50NR�I '.4i• • . 4. a. -0 qd O8 ®8• 4 * ° 4 4 1- STORY GABLE 1 -STORY 1 -STORY GABLE W/ VAULT CLG. B LOCK WALL B LOCK WALL LOCK WALL SCALE: 3/4" =1' -s?�" � � SCALE. 3/4" =1'-O" *___q5CALE- 3/4" 2X4: ® 2X4: ® 2X4: CM SECURE t0 BLOCK W/ SECURE t0 BLOCK W/SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4`) MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4') WITHIN 8` OF EACH END 4 WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 18" O.C. MAX SPACING. 18" O.C. MAX SPACING. 18" O.G. MAX SPACING. a' CMU 2x8: ® 2xb: ® 2X(P: ® NOTE: STRUCTURAL 2X MUST ,Y DRYWALL SECURE TO BLOCK W/2-3/fb' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2 3w SECURE t0 15LOCK W/1-1/4" BE ON OUTSIDE 4 SECURED 1'X4" OR I'X2" P.T. NAILER TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 5E ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 1x4 P.T. OR /�'X4" MIN. SECUREMIN. HEAD SIZE .300 3/fb" TAPCON MIN. I Y4' MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 3•f6" TAPGON MIN. 1 THRU FRAME 4 EXTEND I Y4' MIN. EM5EDMENT 1 Y4`) EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Y4') %6' TAPCON MIN. I Y4' MIN. EMBEDMENT I Y4`) EMBEDMENT INTO BLOCK. INTO BLOCK W/ 34' TAPCONS WITHIN 8" OF EACH END 4" WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK. WITHIN V OF EACH END 4 1/1(0,, 0.5.x'+. OR 1 i GDX OR DRIVE PIN 18' O.C. MAX SPACING. & GMU la" O.C. MAX SPACING. 1S" O.G. MAX SPACING. S' CMU 2 (MIN. SHANK SIZE .145 )6' DRYWALL a" GMU Y DRYWALL MIN. HEAD SIZE .300 2X8: ® 1X4 OR 1X2 P.T. NAILER 2Xa. ® hDRYWALL 2X8: Tyvr=K BU ILD ING WRAF' " 3 ' " n W12-316&' SECURE TO BLOCK W/1-1/4" " ' MIN. EMBEDMENT I -Y4 SECURE t0 BLOCK W/2-�6 SECURE t0 BLOCK W/2-�{�, I X4 OR I X2 P.T. NAILER 1X4 OR 1X2 P.T. NAILER 7W,� O.S.B. X 4 MIN. WITHIN a` OF EACH END 4 la' TAPCONS OR DRIVE PIN 7f�" O.S.S. X 4" MIN. TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN " " RAPER BACK O.G. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING GALV'D MTL. LATH DOOR CASING MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW n DDDR JAMB OR WINDOW WITHIN 8" OF EACH END 4 ATTACH TO 2X PER WITHIN 8" OF EACH END 4 ATTACH TO 2X PER WITHIN a" OF EACH END 4 ATTACH t0 2X PER TEXTURED ATTACH TO 2X PER 18" O.C. MAX SPACING. MANUFACTURES DETAILS. 18" O.C. MAX SPACING. MANUFACTURES DETAILS. 18' O.C. MAX SPACING. MANUFACTURES DETAILS. FIN 15H WOOL? MANUFACTURES DETAILS. WOOD: WEEP SCREED NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAM15 (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" �- WINDOW TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +1-15/16-" WINDOW TO BLOCK +3" WINDOW TO BLOCK +3-7 16" j+:.•�g'•,•,' N •d A SCALE: SCALE: 1"-1'-O' 2X4: ® 2X4: ® 2X4: ® 2X4: CM 4••'� AMU SECURE TO BLOCK W/SECURE t0 BLOCK W/ 3,{6 SECURE t0 BLOCK W/ 3/f6" SECURE TO BLOCK W/Y4" TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 1/2" TEXTURED MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 RN15i-4 MA549RT MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 V) MIN. EMBEDMENT 0/4') STRUCTURAL 2X MUST MIN. EMBEDMENT I Y4') WITHIN 8 OF EACH END 4 WITHIN 8 OF EACH END 4 WITHIN 8 NATE; OF EACH END 4 NO E: OUTSIDE 4 SECURED WITHIN a OF EACH END 4 18' O.C. MAX SPACING. 18' O.C. MAX SPACING. 18" O.C. MAX SPACING. BE ON GH NON-STRUCTURAL IS' O.C. MAX SPACING. 2x&: ® 2x&- ® 2X6: ® %6' TAPCON MIN, 1 Y4' 2Xk" MCI SECURE TO BLOCK W/2 -Nb. SECURE t0 BLOCK W/2-%,' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2 -Sift,' EMBEDMENT INTO BLOCK. SECURE TO BLOCK W/1-1/4" TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SEGUREP TAPCONS OR DRIVE PIN TAPCON5 OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .1415 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 a" CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED ]� E P CREED MIN. HEAD SIZE 300 MIN. HEAD SIZE .302 34b' TAPCON MIN. I Y4" MIN. HEAD SIZE 300 h' DRYWALL MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. EMBEDMENT I Y4') MIN. EMBEDMENT I Y') EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Y4 -)1'X4" OR I'X2' P.T. NAILER MIN. EMBEDMENT 0/4') Nb' TAPCON MIN. 1-Y4" WOOD WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 " WITHIN a' OF EACH END 4 WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK. DETAIL C d �i ®D T la" O.G. MAX SPACING. 18' O.C. MAX SPACING. 8 CMU 18" O.G. MAX SPACING. 2ND 2X SECURE TO 1a" O.G. MAX SPACING. �j ,� v 8" CMU X' DRYWALL STRUCTURAL MEMBER W/(2)124 B CMU BLOC CONNECTION 2X8: ® �' DRYWALL 2X8: ® I'X4" OR 1'X2" P.T. NAILER 2X15: ® WITHIN 8' OF EACH END 4 �' 2X15: ® " Yz" DRYWALL SECURE TO BLOCK W/2-31fb' SECURE TO 15LOCK W/2-3J(t." " SECURE TO BLOCK W/2-3/fi, SECURE TO BLOCK W/1 -I/4 , 1 X4 OR 1X2 P.T. NAILER TO 8 O.C. MAX 1X4 OR I X2 P.T. NAILER 2TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 1 P.T. X 4 MIN. TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 DOOR CASING* (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 —DOOR CASING (MIN. SHANK SIZE .145 1" P.T. X 4" MIN. SCALE: 1 1/2 u =1 i -� 11MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 POOR JAMS OR WINDOW POOR JAMB OR WINDOW �'�—POOR JAMB OR WINDOW POOR CASING MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT I Ya') MIN. EMBEDMENT 1 Y4) MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW ATTACH t0 2X PER ATTACH TO 2X PER ATTACH TO 2X PER WITHIN 8 OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8 OF EACH END 4 MANUFACTURES DETAILS. WITHIN S OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8" OF EACH END 4 1S' O.C. MAX SPACING. IS' D.C. MAX SPACING. 1S" O.C. MAX SPACING. la" O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (PO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yw) DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +1-1/2" D WINDOW TO BLOCK +2 1/4" F+ WINDOW TO BLOCK +3" H WINDOW TO BLOCK +3 3 4" SCALE., 1' ■ 1' -0" SCALE: I' @ I' -m" SCALE: 1"-1'-0' SCALE. I" - I'-0' �A RCNlTEC TS [14411REAGAN BLVD. FL 32750 4-6078 74-4078 group.com 3325 9uHDIv. See LAT: TUSCA PLACE NORTH LOT 1039 PROJECT# 1004.054 mODELc "2200" GARAGE SWING: LEFT PAGE: MONOLITHIC 1- STORY WALL SECTIONS & NOTES (ARCHITECT: STATE OF FLORIDA f�e �_ ,. 0 9 2 „I JAM CANTWELL NO 12079 DATE: 12/9/10 SCADS: 1/4"=1'-O" D') F4� O O A u 4 � 9uHDIv. See LAT: TUSCA PLACE NORTH LOT 1039 PROJECT# 1004.054 mODELc "2200" GARAGE SWING: LEFT PAGE: MONOLITHIC 1- STORY WALL SECTIONS & NOTES (ARCHITECT: STATE OF FLORIDA f�e �_ ,. 0 9 2 „I JAM CANTWELL NO 12079 DATE: 12/9/10 SCADS: 1/4"=1'-O" D') FIBERGLASS SHINGLES FIEERGLA55 5HINGLE5 OVER #15 FELT PAPER ON OVER 015 FELT PAPER ON 2x4 5LOCKING BETWEEN " 0.6,5. SHEATHING OR " '1/1&" 0.5.5. SHEATHING OR TRUSSES AT FIRST TWO BAYS CDX PLYWOOD SECURED CDX PLYWOOD SECURED 4'-0" O.C. (AT SHEATHING PER NAILING SCHEDULE PER NAILING SCHEDULE SEAMS) PRE -ENG TRU55 MTL. DRIP EDGE PRE -ENG GA5LE TRU55 SEE ENERGY CODE FORMS 2x4 5U5-�5AND CONT. 2x4 RAT RUN SECURED MTL. DRIP EDGE W/ (2) 12d's EACH TRUSS FOR INSULATION R'-VALUE5. ALUM. SOFFIT 2x4 SUB-F3AND 9" GYPSUM BOARD OR STIFFBAGK AT ALL VENTED ALUM. HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10" SOFFIT 5OARD HIGH (SEE SEALED ENG. TWIST STRAP VERIFY W/ FOR SIZE 4 CONDITION) DOUSES TOP PLATE TRUSS PLAN SECURE 2x4 PLATE tD SEE ENERGY GODS FORMS WINDOW HEADER SIZE WALL W/ iflx(o` tHRU-BOLTS FOR INSULATION R -VALUES. VARIES PER WINDOW OPENING SEE HEADER 32" O.C. t1AX THEN ° GYPSUM BOARD OR SPAN CHART FOR SECURE GABLE TO 2x4 NIGH STRENGTH CLG. DETAILS WINDOW ATTACHMENT AS PLATE W/ 126's a" C.C. MAX PER MANUFACTURES OR UOARD iro O.S.E. SHEATHING OR �" CDX FL1'"WOOD. SPECIFICATIONS SECURE GABLE TO DBL DOUBLE TOP PLATE ' ATTACHED PER NAILING WINDOW SILL TOP PLATE W/ 5IMP50NHTG4 � 24" OC MAXSCHEDULE ON SHEET D5, 2x STUDS 6 I�" O.C. MAX W/ WINDOOW HEADER SIZE ,..,..-----WINDOW ATTACHMENT AS R-11 BATT. IN5UL. MIN. VARIES PER WINDOW PER MANUFACTURER %" THICK, 3 COAT CEMENT °T C SUBFLDOR GLUED OPENING SEE HEADER SPAN SPECIFICATIONS PLASTER OVER GRADE CHART FOR DETAILS WINDOWSILL "D" FELT PAPER SACK AND NAILED AS PER 0.5.5. SHEATHING OR " METAL LATH OVER NAILING SCHEDULE CDX PLYWOOD. 2x STUDS 6 1(o" O.G. MAX W/ APPROVED HOUSE WRAF' ATTACHED PER NAILING R-11 BATT. INSUL. MIN. OR GRADE "D" FELT SCHEDULE ON SHEET D5 PAPER i" T 4 G 5U5FLOOR GLUED NOTE: SHEATHING MUST %a" THICK, 3 COAT CEMENT AND NAILED AS PER NOT BREAK 1'-0" MIN. PLASTER OVER GRADE NAILING SCHEDULE FROM 2ND FLR LINE "D" FELL PAPER BACK PRE -ENG FLOOR TRUSS METAL LATH OVER 2x4 CONT. e TOP AND ( INSTALL PER MFG. SPECS.) APPROVED HOUSE WRAP 5T, OF FLR TRUSS (TDP a• 11 " OR GRADE IID" FELT 2x4 SUPPORTS ET GYPSUM BOARD OR PAPER PLATE OF 2ND FLR, 5T. HIGH STRENGTH CLG. 2x4 15 FOR WALL BOARD NOTE: SHEATHING MUST PRE -ENG FLOOR TRU55 SHEATHING NAILER) CONC. FILLED LINTEL BLK Not BREAK 1'-0" MIN, (INSTALL PER MFC. SPECS.) W/ (1) 05 REBAR CONTINUOUS FROM 2ND FLR LINE 9" GYPSUM BOARD OR° WEEP SCREED R-4.2 BATT. IN5UL. 2x4 CONT. e TOP AND HIGH STRENGTH CLG. (SEE DETAIL 2A) ET. OF FLR TRUSS (TDP EDARD EMBED. STRAP VERIFY PRECAST LINTEL 2x4 SUPPORTS Et CONC. FILLED LINTEL BLK W/ TRUSS PLAN WINDOW ATTACHMENT AS PLATE OF 2ND FLR, BT. W/ (1) 105 RE5AR CONTINUOUS PER MANUFACTURE5 2x4 15 FOR WALL SPECIFICATIONS SHEATHING NAILER) PRECAST LINTEL PRECAST SILL � tHfGK, 2 GOAT GEMENT II PLASTER APPL IED # WEEP 5CREEC� WINDOW ATTACHMENT A5 DIRECTLY TO MA50NRY (1) 5 RE5AR VERTICALLY PER MANUFACTURER W/ CONG. POUR CELL (SEE DETAIL 2A) SPECIFICATIONS ��-1x 2 P.T. FURRING STRIPS PRECAST SILL 2. STORY 1 O.G. EMBED. SCRAP VERIFY (1) #5 RE5AR VERTICALLY „ W/ TRU55 PLAN FIRST FLOOR a CMu ---`— W/ GONG. POUR CELL LO OND 1/2" GYP. WL. BD. �"THICK, 2 COAT CEMENT 1:. 1x2 P.T. FURRING STRIPS WOOD BASE PLASTER APPLIED lrv" O.G. FLOOR FRAME DIRECTLY to MASONRY all GMu 1 SCALE: 3/4"=V-0" �. °. 1/2" GYP. WL. BD. 2—STORY GABLE WOOD SASE FIRST FLOOR ,. BLOCK SECOND Jy ° . •. ° . FLOOR FRAME SCALE: 3/4"=V-0" 0.5.5. SHEATHING OR " CDX 2x STUDS w 16" O.C. MAX W/ PLYWOOD. ATTACHED PER R-11 BATT. INSUL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS e 16" O.C. MAX W/ 7/16" O.S.E. OR CDX 4a" T & G 5U5FLOOR° GLUED D5 R-11 E ATT. INSUL. MIN. TYVEK BUILDING WR,4 AND NAILED AS PER i"THICK, 3 COAT CEMENT i" T 4 G 5U5FLOOR GLUED NAILING SCHEDULE PLASTER APPLIED TO METAL AND NAILED AS PER PAPER BACK LATH OVER 2 LAYERS OF NAILING SCHEDULE GALV'D MTL. LATH GRADE D BU ILD ING PAPER1/5" TEXTUREDOR S'AF'ER 5ACKED LATH FINISH a WOOD OVER AN APPROVED HOUSE WOOD WEEP SCREED WRAP CONSTRUCTION 2x4 CONT. TOP AND BT. OF ,. ;,... - z FLR TRU55 (TOE' 2x4 �' SUPPORTS BT PLATE OF 2ND ..`; PRE -ENG FLOOR TRUSS FLR, BT. 2x4 15 FOR WALL PRE -ENG FLOOR TRU55 a" CMU SHEATHING NAILER) SIMP50N HETA-1(o EMBED. WEEP SCREED �� GYPSUM BOARD OR 1/2" TEXTURED STRAP la 32 O.C. MAX VERIFY HIGH STRENGTH GLG.FINISH /a MASONRY W/ TRUSS FLAN (SEE DETAIL 2A) BOARD �77' EM5ED. STRAP VERIFY CONC. FILLED LINTEL SLK " GYPSUM EOARD OR W/ TRUSS PLAN W/ (1) a5 RE5AR CONTINUOUS HIGH STRENGTH CLG. BOARD THICK, 2 COAT CEMENT PLASTER APPLIED WEEP SCREED (v DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL DETAIL C WO O D TO PERPENDICULAR PRE -ENG FLOOR TRUSS LOCK CONNECTION � --- SCALE: SCALE. 1 1/2"=1'-0n ARCHITECTS Design Group ,n'o 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 32PH: 407-774-607FAX: 407-774-40.abdesigngroup AA #: 0003325 SUBDIv. & LOT: TUSCA PLACE NORTH LOT 1039 PROJECT# /� 1664.054 MOI)EL: >> 2200" GARAGE SWING: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA 9 Mu JAM% f C,NTWELL A 1 X079 DIIbWT SA kf; 12/9/10 SCALE: 1/4"=1'—Q" Iff"10"a w w � n a � q z U ti SUBDIv. & LOT: TUSCA PLACE NORTH LOT 1039 PROJECT# /� 1664.054 MOI)EL: >> 2200" GARAGE SWING: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA 9 Mu JAM% f C,NTWELL A 1 X079 DIIbWT SA kf; 12/9/10 SCALE: 1/4"=1'—Q" Iff"10"a A R C H I T E C T S '.Mooyn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU131DIV. & LOT: TUSCA PLACE NORTH LOT 1039 PROJECT# 1664.054 MOaEL,: »2200>> GARAGE SWING. - LEFT PAGE: MISC. DETAILS ARCHITECT STATE OF FLORIDA c°102,0M 14 A NOS 7.�� _MEN" PRI PRI T DATE. 12/9/10 SCALE: 1/4»=11-00) N W W � Ez U � 4 z o U � h A SU131DIV. & LOT: TUSCA PLACE NORTH LOT 1039 PROJECT# 1664.054 MOaEL,: »2200>> GARAGE SWING. - LEFT PAGE: MISC. DETAILS ARCHITECT STATE OF FLORIDA c°102,0M 14 A NOS 7.�� _MEN" PRI PRI T DATE. 12/9/10 SCALE: 1/4»=11-00)