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2448 Vineyard Cir 11-2261 (a)G9 2 z 9 � �1 Qi www. drhorton. com CBC1252212 5850 T. G. LEE BLVD. SUITE 600 ORLANDO, FL 32822 T4wl= (407) 850-5200 Fax= (407) 860-5300 • STATE OF FLORIDA DESIGN CRITERIA: DATE 5/4/11 ABBREVIATIONS A2 CERTIFIED BUILDING CONTRACTOR: *FLORIDA BUILDING CODE (FBG) 2007 RESIDENTIAL ABV. ABOVE LAV. LAVATORY (o/(o/11 W/2009 SUPPLEMENT AIC AIR CONDITIONING LUM. LUMINOUS 6/l-1111 ADD ACCUSPAN TRUSS ENGINEERING. ELEVATION "E3 E C" ADJ. ADJUSTABLE M.C. MEDICINE CABINET O7/18/11 I o2007FLORIDA FIRE PREVENTION CODE ALT. ALTERNATE MFR. MANUFACTURER D.R. HORTON HOMES • NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION AMP, BD. AMPERAGE BOARD MIN. M.T. MINIMUM METAL THRESHOLD 5850 T.G. LEE BLVD. SUITE COQ •ALL LOCAL AND STATE CODES OL CAB. CENTERLINE CABINET MTD. MTL. MOUNTED METAL L c c� /� 32822 ORLANDO 1' E+ L, 3 2 8 2 2 CLG. CLR. CEILING CLEAR N.T.S. O.C. NOT TO SCALE ON CENTER , TEL. (40 r� f) 850-5200 CONC. CPT. CONCRETE CARPET PL P.B. PROPERTY LINE PUSH BUTTON FAX: (407) 850-5300 .00CUPANCY — RESIDENTIAL, GROUP R3 C.T. D. CERAMIC TILE DRYER PH, PLT. PHONE PLATE o CONSTRUCTION TYPE — VB DBL. D.G. DOUBLE DUAL GLAZED PLYWD. PR. PLYWOOD PAIR • MIN. INTERIOR FINISH — CLASS B DIA. DIAMETER P.T. PRESSURE TREATED * BASIC WIND SPEED — 120 MPH (M/S) DIM. DISP. DIMENSION DISPOSAL R. RAD. RISER RADIUS • 1—STORY RESIDENCE — DP. DEEP R.A.G. RETURN AIR GRILL " •STATE OF FLORIDA • 2—STORY RESIDENCE - MAX. HEIGHT AS PER DR. D.S. DOOR DOWNSPOUT REF. RM. REFRIGERATOR ROOM LOCAL AND STATE CODES DTL. DETAIL R.O. ROUGH OPENING PROFESSIONAL ARCHITECT: D.W. DISHWASHER S.C. SOLID CORE EXT DR SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 EA. EACH S.D. SMOKE DETECTOR USED FOR DESIGN INCLUDE: ELEV. ELEVATION S.H. SINGLE HUNG JAMES CAlVTWE LL EQ. EQUAL SHT. SHEET • CONCRETE MASONRY RESIDENTIAL EXH. EXHAUST SHTHG. SHEATHING AR NO. 12079 0 CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. EXTERIOR SHWR. SHOWER z F.G./FX . FIXED GLASS SIM. SIMILAR *AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 F.G. FUEL GAS SL. SLIDING A.B. DESIGN GROUP, INC. k� � � � S fel FT CAL S FIN. FLR. FINISH FLOOR SL. GL. STD. SLIDING GLASS STANDARD 1441 NORTH RONALD REAGAN BLVD. FLUOR. FLUORESCENT SWS SHEAR WALL FR. DR. FRENCH DOOR SECTION LONGWOOD, FLORIDATG, LORIDA 3275D FOOTING TEMP. TEMPERED GLASS Tel: (40'7) 774-6078 LIVING C15t_a 12x48 SQ. FT. GA. GAR. DISP. GAUGE GARBAGE DISPOSAL THK. T.O.C. THICK TOP OF CURB LIVING (2ND.) 1450 SQ. FT. �y Fax: (40 Iry ) f (ry 4-4078 G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER T.O.P. T.O.S. TOP OF PLATE TOP OF SLAB GL. GLASS TYP. TYPICAL TOTAL LIVING 24cia $0. FT. GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED GARAGE 5Q. FT. H.B. H,C. HOSE BIB HOLLOW CORE V.P. OTHERWISE VAPOR PROOF PLAN REVIEW PLAN HDR. HEADER W. WASHER PAtIC 35 SQ. FT. HGT. OR HT HEIGHT W/ WITH DATE CHECKED BY:INSUL. ENTRY ELEV. "A" 2(o SQ. FT. INT. INSULATION INTERIOR WD. WDW. WOOD WINDOW N ENTRY ELEV. "13" 4 'C" -12 5Q. FT, W/H WATER HEATER W.I. WROUGHT IRON TOTAL ELEV. "A" 3005 80. FT. TOTAL ELEV. "15" 4 "C" 3051 SQ. FT. REVISIONS REV. QI DATE 5/4/11 DESCRIPTION REVISED SLIDING GLASS DOOR TO 6068 A2 5/B/I1 CONTROL DATE zj 5/12/11 STANDARDIZED SOUTHERN ENGINEERING A4 (o/(o/11 ADD SOUTHERN TRU55 ENGINEERING. A &/j&/j1 ADD ACCUSPAN TRUSS ENGINEERING. ELEVATION "8 4 C" 6/l-1111 ADD ACCUSPAN TRUSS ENGINEERING. ELEVATION "E3 E C" 8/29/11 ADD ACCUSPAN TRUSS ENGINEERING. ELEVATION "AFS 8 C" O7/18/11 I ADD PRO15UILD TRUSS ENGINEERING. ELEVATION ",4,15 E C" 07/21/11 ADD CCA TRU55 ENGINEERING. ELEVATION "A" INDEX OF DRAWINGS SHEET # DESCRIPTION PG C1—COVER PAGE PG GN—GENERAL NOTES PG 1 —FOUNDATION PLAN PG IA—DOWEL PLAN PG 1B—LINTEL SCHEDULE—(CAST—CRETE) PG 1B.1—LINTEL SCHEDULE—(WEHIWA) PG 1C—WIND LOAD CALCULATIONS PG 2 —FIRST FLOUR PLAN PG 3 —SECOND FLOOR PLAN PG 4A—FRONT &REAR ELEVATION "A" PG 5A—LEFT & RIGHT ELEVATION "A' PG 6A—FIRST FLOOR FRAMING PLAN ELEVATION "A" PG 7A—SECOND FLOOR FRAMING PLAN ELEVATION "A" PG B—ELECTRICAL PLAN PG 9—ELECTRICAL PLAN PG Dl—FOUNDATION DETAILS PG D2—MISC. DETAILS PG D3-1—STORY WALL SECTIONS PG D4—MISC. DETAILS PG D5—MISC. DETAILS O�t PE # A R C H I r E C r S DesigJBLVD. 4Group, 1441 N. RONALD REAGALONGWOOD, FL 32PH: 407-774-607FAX: 407-774-40www.abdesigngroup AA #: 0003325 S UBDIV & LOT: TUS C A SOUTH LOT #8 PH2 PROJECT# 02108.008 MODEL.-. "2498" GARAGE SWING: LEFT PAGE: COVER PAGE STATE OF FLORIDA JAMW CANTWELL AIR NO 12079 I E: 08/29/11 si Ec 1/4"=1'-0" Rw L.i.i 0 WIL." 0 Lu a JuLU o w O d z z UU q CS) Ill N ( N N S UBDIV & LOT: TUS C A SOUTH LOT #8 PH2 PROJECT# 02108.008 MODEL.-. "2498" GARAGE SWING: LEFT PAGE: COVER PAGE STATE OF FLORIDA JAMW CANTWELL AIR NO 12079 I E: 08/29/11 si Ec 1/4"=1'-0" Rw L.i.i 0 WIL." 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 R301.6 OF THE FBC 2007 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 II. CONCRETE TILES 25 E. WIND LOAD CRITERIA I. BASIC WIND SPEED 120 MPH IL 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 ARCH ITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH MIN. WIND LOAD, B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN, RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 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'/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL, ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING iS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTIVI 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/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. REINFORCINGBARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - Wl A 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 31-0".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. E:A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 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. AMERICAM WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER, UNO. Fb = 1,500 PSI Fv = 175 PSI E = 1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2007 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2007.. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 518" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD. 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 SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7116" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982, 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG, PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH 1/" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2001 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, Y2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. FBCR 311.2. A R C H IT E C TS Design Group ,ne. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h w w � 0 LU D N z w p Ll z q ti) lu 0) c A � � 61 � S4U13I)IV. & LOT: TUS C A SOUTH LOT #8 PH2 PROJECT# 02108.008 MO DEL» "2498" GARAGE SWING** LEFT PAGE: GENERAL NOTES ARCHITECT - STATE OF FLORIDA P,44 `' 2u 1 E&CtE-08/29/11 SCALE: SHEET OP' 0 4o1-011 r 4 DI F�- 1 �'- B -3 I/2" QlyI 4 I �4" D1 13 DI cJh I DI CONC. _ L -------I SLAB m EXTEND I� v -m" ELEV. SLAB 1 1/2" P1 FIN. C-OKC. SLAB -� 1 1- ZL --� z lu 01��110 �L� I� I 13 F 11'-S" P1 � iLw 221-011 3 Li Q=D. �(p r-iISINK I -all L i11 -5 1/2" GOND! J I \-2" STEEL PIPE DI BOLLARD I = 1 I cv d I� N I p 8A I fli I I ■ I 30"X301X12" CONC. PAP UJ/3-05 BARS E.W. ON CHAIRS MIN. 3" COVER ■ ■ 13 D I HB I =1= �— — 3 1/2� 4 aro"X3ro"X1(o" CCONIC.Q-D1 PAD W/4-45 BARS -�qt 0 E.W. ON CHAIRS L7p m ■ I MIN, 3" COVER ■7� f HiS D1 4` 24"44"x1 " CONC. 1/2" 4 CONC. FTC. W/3 5 D1 SLAB RE5AR EA. WAY ON CHAIRS MIN. ■ OF ■ ■ 3" COVER 161-01 31-011 K/ fG7 fL7 111-60 22'-011 40'-0' FOUNDATION PLAN NOTE 4/G LINE5 FROM 41f' H,4NF-,)L Ef;R KNIT TO CONDEN5OR TO 5E RAN IN ATTIC. 24"X24"X12" CONC. PAD W/3-05 BARS E.W. (ON CHAIR) MIN. 3" DOVER_ 13'-5" 14'-0' 12'-11 D1 4" LI D 1 -2" ■ ■ EXTEND 1 ---- SLAB11/2 --- 'l COVE�,ED PATO I ■ uu + -3 1/2" 4 4 aro"X3ro"Xlro" CONC. G �p� 4 CONC. D1 PAD W/4-05 514RS -u1 I P1 SLA5 E.W. ON CHAIRS MIN. 3" COVER I I — — — ■ r m t' 24"x24"xl2" CONC. FTC. W/3 0°3 6 -O 121-011 RE5AR EA. WAY 18'-0" ON CHAIRS MIN. 3" COVER (2 TYP.) r,--�ELEVAT1Ol "B" & "C" A R C H IT E C T S Design Dai ro U p Inc. 1441 N. RONALD REAGAN BLI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i~ "x&" 4" CONC., RE INF. W/ ro 1110 WLJM OR FIBERMESH ON (o -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE 1REATEMENT SHALL BE I ■ BORA-CARE 13 w D1 24'-5" I 24"X24"X12" CONC. PAD W/3 -*S BARS E.W. ON CHAIRS MIN. 3" COVER 2B DI ■ D1 I —�—) — 13 i71 18'-8" ■ 0'-0" ELEV. I FIN. CONC. SLAB EXTEND 13 SLAB 1 1/2" DI — — — —j NJ �— — 3 1/2� 4 aro"X3ro"X1(o" CCONIC.Q-D1 PAD W/4-45 BARS -�qt 0 E.W. ON CHAIRS L7p m ■ I MIN, 3" COVER ■7� f HiS D1 4` 24"44"x1 " CONC. 1/2" 4 CONC. FTC. W/3 5 D1 SLAB RE5AR EA. WAY ON CHAIRS MIN. ■ OF ■ ■ 3" COVER 161-01 31-011 K/ fG7 fL7 111-60 22'-011 40'-0' FOUNDATION PLAN NOTE 4/G LINE5 FROM 41f' H,4NF-,)L Ef;R KNIT TO CONDEN5OR TO 5E RAN IN ATTIC. 24"X24"X12" CONC. PAD W/3-05 BARS E.W. (ON CHAIR) MIN. 3" DOVER_ 13'-5" 14'-0' 12'-11 D1 4" LI D 1 -2" ■ ■ EXTEND 1 ---- SLAB11/2 --- 'l COVE�,ED PATO I ■ uu + -3 1/2" 4 4 aro"X3ro"Xlro" CONC. G �p� 4 CONC. D1 PAD W/4-05 514RS -u1 I P1 SLA5 E.W. ON CHAIRS MIN. 3" COVER I I — — — ■ r m t' 24"x24"xl2" CONC. FTC. W/3 0°3 6 -O 121-011 RE5AR EA. WAY 18'-0" ON CHAIRS MIN. 3" COVER (2 TYP.) r,--�ELEVAT1Ol "B" & "C" A R C H IT E C T S Design Dai ro U p Inc. 1441 N. RONALD REAGAN BLI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i~ w y o w � d E� pLu LGI Z Z m 61 61 SUBDIV. & LOT: TUS C A SOUTH LOT #8 PH2 PFCOJECT# 02108.008 MO DEL: "2408" C;AFtAC;E S'wINQ: LEFT PACE: FOUNDATION PLAN aRCHrrecr: STATE OF FLORIDA UG 2 0/10:1 I7AT : 08/29/11 SCALE: 1/4"=l'—O" SHEET 1 '0.2 0 ■ tet' I DOWEL PLAN 141-011 �'F SSGG 1_Q ■ 1�'-QUI 1611 o m � ,ELEVATION �' ]� C" R C H IT E C T OrDesign Group Inc. N. RONALD REAGAN E -ONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 rww.a bdesigngrou p.cor AA #: 0003325 SUBDIV. & LOT: TUS C A SOUTH LOT #8 PH2 PROJECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: DOWEL PLAN ARCHITECT STATE OF FLORIDA ,U oil r JAM CANTWELL 012079 DA E. 08/29/11 SCAl- 0) w 0 w w p N q O A! (3 O c1 w z to q (p � � tv SUBDIV. & LOT: TUS C A SOUTH LOT #8 PH2 PROJECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: DOWEL PLAN ARCHITECT STATE OF FLORIDA ,U oil r JAM CANTWELL 012079 DA E. 08/29/11 SCAl- 0) A R C H I T E C T S Design Group i��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003825 SUBDIV. & Ea—F- TUU C A SOUTH LOT #8 PH2 PROJECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: LINTEL PLAN ARCHITECT - STATE OF FLORIDA 9 20111 DATE: 0 8 2 9 11 SCALE: 1/4„-1'—O,} SHEET F w w 0 w w p Q N Z z 0 E.; SUBDIV. & Ea—F- TUU C A SOUTH LOT #8 PH2 PROJECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: LINTEL PLAN ARCHITECT - STATE OF FLORIDA 9 20111 DATE: 0 8 2 9 11 SCALE: 1/4„-1'—O,} SHEET F UJ E I LU,4 rel'o, CONCRETE F RODLICT5, INC. P.O. BOX 2113 ZELLUJOOi7, FL 32138 (401) e0rp-2511 1-500-654-5139 FAX 40 -I -e0&-0195 L INTEL Na, LENGTH TYPE COMMENTS L-1 111-4" 8/2a-5-IU/IL lilt' ]t 7 7� 71:71(1 iTTr..�i 0 0 00 71'01_0( r rlrr7_rr rlri +11_71 Grilr�_rrlo r rl _7171 oZra7 L-2 41-8" 8/22-5-1U/0L RECE55E© L-3 51.1011 8/I6-S-1U/0L aYl7c��sz+ L-4 41-6' 6/16-5-11U/0L Jr•r �� 'f'{.�_rf., ..,�L,.•r +.,. �f��_r I �_r. _071('!_(1 �_r, ,n ,' L-5 41-6' 8/16-5-1U/0L ®®o L-6 "1140011 8/24-5-1U/1L 4'-0' L-1 41-6" 8/16-3-1U/0L � a.—�l��rS�k�■■t >t ir1F- C L-1 WEKIWA LINTEL SCHEDUL I 899 LINTEL UPLIFT 12 99 LINTEL GRAVITY 8" LINTEL GRAVITY LINTEL SAFE LATERAL LOADS lPL1=) Le°n3 �,■ETYa�n■SLI r - w �tTrT�'HAlt�a.IIP.■ SAFE GRAKY LOADS _r 7rlr Jar+rlr lilt' ]t 7 7� 71:71(1 iTTr..�i 0 0 00 71'01_0( r rlrr7_rr rlri +11_71 Grilr�_rrlo r rl _7171 oZra7 ��! �I-��:).t�.,,�_r �..-:Ir�■�(rrliigii)_rrir 1 l_(r r.• )_r � lJ_r f 1_7171 efr.'r� rfi)�frp ripri _(r �,nlo��rirlri 1111_((1 iilrr�ii� �r'I��•�a:7�?�'x�_ ■■�}rrL,*'��;'9[_>,_r. sws.>•_r+ .r +�_r,•.•.r•>s_rJ, r �_r, , ,�+.� r rfo� r r .��_r� , rL�_r1� r .�_r�uL rl ��■■f'I3�1�r..T��■�'t--S.ka�-.'21�_r� aYl7c��sz+ +7i�_r l+ 1_7171 rrlrr� =�■�C.a.l�_r r �_r .,..1�_r�f�;_r .r,..� ��.f Y+_iY�Z;•�S'lie��f ■■rc�a__=z:S�_f.. Jr•r �� 'f'{.�_rf., ..,�L,.•r +.,. �f��_r I �_r. _071('!_(1 �_r, ,n ,' 10000 10000 10000 ®®o _r7��:f•■■�r�w�■■■--zrr.�■■� aMl-X1-1!_wT1rl��aC Z']Ie■_.1r1:'iEN911770 N E [_ ti"11111111111 yrs:�_r,�,rl.�_r+.r+.,.,.�_r.:,.t.::.� ��■�iCl��■f'4.'}:'s��.i�7��'�"'..��1-]w�_rr�[+ 4'-0' 71:01_(( rill;+rte 1621 _r•• _va�ni�a�J+17rr�■■ts<::->• � a.—�l��rS�k�■■t >t ir1F- 9515 ��-y�_Irtixa_ra ,,.7s'�T+1=��■■■�i7^Y��vL!.]! �� 7■all%'ii�■■■'ir YxYa��■■■rrifa■■rr �.x�■■■F>rrr.�■■��:.;.-�� 1a1711�A�f'_ T �-e�� 7-T:��,i� ��fi:��lYY�or7,'a �Y�� +r = moi:-��IrkS�■■■G}--]F'�� %�]�_ ■■!'1-7 l%7■■■G-T'7■�� Sq,��;�.]��Wil=7r� ®��Srt•7♦�'"Y it✓'�a�_aYr YJ%T:I• _ ri _k%T.yalaYJ<:7��r j� .:7:1•�1-t±.I•�1.�.Ys>•ee��r4,.�� T+lam ��±-:%�■■E27>��II■..111117_r�cfca■■■7rl•.�000L_A �:Lk'_ILa+ia_r^Gl--�i'r1 111111111■■ WAo. L'!■ �.1•�ir?�71 �Gi7��wrr_� 10000 ■■t1+rj� ri :�_�...�!■■r`{iifu�•�■■■r{-7+i*lel+r��kS']c>• 7171 ��.�:i7♦■■<eF 1c��7■�L::rl=.�■■f'Ylti_��.,�.7♦ ri 129e 2111 4660 ®®��cy1�1•■■�-'TR--1•�c�� "v,��f-�,1♦_IVG��n�r��f �sl■■■_frLS:�■■■Y�[s� yl■■■■■!'1717-s ■■!'1.�[=' ��■�Gf+r�i��.i.�■■t%7cT7�(%�1)'�� NEW +1:711 �� ....iPA��lf��'3�Tr>A�l-�ti�>•��-I=��ZY� ��■■�l[=>•■■� Yiii!1=1�■�f+•X�■■�-1YiiSG%'iG.'=�■■E'Z� if-1~7■■■`T•Si■■LYr<:'� S��-�7T�i7-Sli-]k�■■t-T��■�Ilki Y]■�■�'�7:7•il-i:�■■� 1i�� - ll. Cii' Llhll ..L• 1651 12 99 LINTEL GRAVITY 8" LINTEL GRAVITY (`LIC_ - Not Macommemo0a LINTEL SAFE LATERAL LOADS lPL1=) Le°n3 SAFE GRAVITY LOADS (PLF) g� PLAIN SAFE GRAKY LOADS TOTAL LENGT 2'-10' TYPE PRECAST SII PLAIN 6021 6/8 -5 -OL 8/12 -5 -OL 5/16 -8 -OL $/20 -5 - 62.4 -8 -OL /28 -5 -0 0/32 -8 -IDL 8/0 -6 -IL 8/12 -8 -IL 8/1ka-S-1L 5/20 -6 -IL 824 -6 -IL 828-6-1L 5/32 -S -IL Imm 10000 10000 10000 8491 10000 10000 10000 10000 10000 10000 3'-&' PRECAST 2603 4011 9339 10000 10000 10000 10000 10000 4011 10000 10000 10000 10000 10000 10000 4'-0' PRECAST 1621 2921 &133 9515 10000 10000 10000 10000 2921 103 10000 10000 10000 10000 10000 4'-6" PRECAST 1395 22"14 50'10 '1179 9254 10000 10000 10000 2214 5412 10000 10000 10000 10000 10000 4'-8' PRECAST 129e 2111 4660 6588 8520 10000 10000 10000 2111 4W2 10000 10000 10000 10000 10000 5'-4' PRECAST 1006 1651 3409 4823 6239 1658 9011 1A000 1651 3556 6431 100001 10000 10000 10000 5'-10' PRECAST 848 1461 3001 5111 8809 1 10000 10000 10000 1461 3001 5111 0888 10000 10000 10000 Fmirseead PRECAST 110 1232 2440 3934 6250 8589 10000 10000 1232 2440 3934 6250 10000 10000 10000 1-6' PRECAST 562 1001 1918 2942 4346 6461 10000 10000 1001 INS 2942 4346 6461 10000 10000 1'-S' PRECAST 544 915 1849 1 2819 4131 6010 9245 10000 915 1849 2819 4131 6010 9245 10000 8'-0' PRECAST L411 916 1124 2602 3151 5030 1958 10000 916 1124 2602 3151 5405 1958 10000 0'-4' PRECAST 482 864 1615 2415 3444 4866 6983 10000 864 1615 24115 3444 4810 6953 10000 9'-4" PRECAST 411141 No 99 2165 316961-2W_06 141 1361 1931 2168 3169 1 5124 1061 10'-6'1 PRECAST 349 636 1148 1649 2211 2962 3803 8094 6136 1146 1649 2231 2962 3583 8094 11'-4' PRECAST :15 514 1028 1465 1964 2566 3305 4239 514 1025, 1465 1964 2566 3306 4239 12'-0' PRECAST 292 533 ebo 1343 1189 2316 295I 3134 533 950 1349 1189 1 2316 2951 3134 PRECAST 211 508 898 1264 1616 2151 2130 3426 505 098 1264 1616 2161 2130 3426 13'-4' PRECAST 255 464 822 1151 115 1936 2425 3010 464 622 1151 1516 1935 2425 3010 14'-0` PRECAST 239 436 169 1013 1406 1186 2225 2141 436 16.41 1013 1406 1186 2225 2141 14'-8" PRESTRESSED N.R. N.R. N.R. N.R. N.R. N.R. M.R. N.R. 480 511 1234 1421 1119 2160 2662 15'-4' PRESTRESSED N.R. N.R.N., N.R. N N.R. N.R. 454 165 1160 1331 1660 2032 2459 11'-4' PRESTRESSED N.R. N.R. N.R. N.R. N.R. N.R. N.R. N.R. 3541 662 982 1111 1319 1611 1991 19'-4' PRESTRESSED N.R. N.R. N.R. N.R. NX. N.R.N.R. N.R. 339 561 849 960 1111 1415 1616 20-0 PRESTRESSED N.R. N.R. N.R. N.R. N . N.R.NR. N 3215 543 812 911 122 1346 1690 211-4' PRESTRESSED N.R. N.R. N.R. N.R. N.R. N. N.. R N.R. 295 500 146 840 1024 1224 1441 22'-0' PRESTRESSED N.R. NN. N.. N.R. N N.R. N.R, 261 481 111 806. 901 1111 1316 24'-0' PRESTRESSED M.R. .R. N. N R Na. 03 1 431 1 640 TI 810 010 (`LIC_ - Not Macommemo0a IK - W 1Reaonnnended 8" LATERAL TABLE LINTEL SAFE LATERAL LOADS lPL1=) Le°n3 Type g� PLAIN SAFE GRAKY LOADS 2'-10 at 9210 :• uP�� 14' ��LENC4l'H� precast L900 2550 - at 1010 2100 Precast Phecast 900 11x0 precut Fwast no Iwo 5'-4' Promt 110 1400 15'-12' Precast 625 11200 6'4' precast 540 1050 T-6' precast 440 71w, 1111111101117,17,17= 111111111111111111177 77M 0=7',_,= 850 8'-0' Precast 410 820 61-41 Prowl M 1w '-4' FrWASt Me bw 101-61 1 Recaet 300 bw 11'-4' Precast 215 5S0 12'4' precaet 255 510 12'-6' p wAk 245 490 13-4 Precast 220 460 ..P.i Precast 210 7 77 N 0 11-71--'71E 0 1171--e-M00r N 390 0-4 Fmirseead 165 310 11'4' 1 "treeeed 145 1 320 19-4 pmtm5sd 130I 280 1 prastrasod 120 250 21'-4' Prsetruled 25 221.0' trews 24'-0 phafivesead 100 200 N.R - Not Recommended 7-71111111111111 �.� �>• ■■�*"� ■1�-� �� r-^>• ■ter--�� ■■■r�a� �7� �� s�T-�■I Imo*-->• �r-� sr---�11■ 73.71,30 �iZ7■■I X7]11• �3 ��y� �m>• fir---� ■®� �No ® 1�3e'•OOFn71■■�; IIIIIIIIIIIIIIIIIM.M- MEET �r�� III=r�� ^s�■■ �� :��■■ �� IK - W 1Reaonnnended 8" LATERAL TABLE LINTEL REINFORCEMENT SCHEDULE :•:•... LN114 L■441TH ::•i3•i:: :•;.................................. :....:::::R■■IORC Hr:ii•i:...........................•••••••:::•:: .tt:'.. :...Y•.:a::ARFZiFORCEAENT: '8" FUM C lR :a•ae;:; To b'4' 2W To 61-01 NONE 6Llv TO gl 6Llv 74, TOIr-C ' NONE 91d' To 141p 8'4' To 1714" 043 -a 11 W PREMESSED N1 . IF 2 (244 141'4' I 12M --r1 REFER TO LNTEL 5ECTION FOR RENFOMMFN7 MOTIONS LINTEL SAFE LATERAL LOADS lPL1=) Le°n3 Type g� PLAIN FI11ED 2'-10 at 9210 :• uP�� 14' ��LENC4l'H� precast L900 2550 - at 1010 2100 Precast Phecast 900 11x0 precut Fwast no Iwo 5'-4' Promt 110 1400 15'-12' Precast 625 11200 6'4' precast 540 1050 T-6' precast 440 890 1'-e' Precast 43® 850 8'-0' Precast 410 820 61-41 Prowl M 1w '-4' FrWASt Me bw 101-61 1 Recaet 300 bw 11'-4' Precast 215 5S0 12'4' precaet 255 510 12'-6' p wAk 245 490 13-4 Precast 220 460 W-0' Precast 210 430 14.8' prestrosead n0 390 0-4 Fmirseead 165 310 11'4' 1 "treeeed 145 1 320 19-4 pmtm5sd 130I 280 1 prastrasod 120 250 21'-4' Prsetruled 25 221.0' trews 24'-0 phafivesead 100 200 N.R - Not Recommended LINTEL REINFORCEMENT SCHEDULE :•:•... LN114 L■441TH ::•i3•i:: :•;.................................. :....:::::R■■IORC Hr:ii•i:...........................•••••••:::•:: .tt:'.. :...Y•.:a::ARFZiFORCEAENT: '8" FUM C lR :a•ae;:; To b'4' 2W To 61-01 NONE 6Llv TO gl 6Llv 74, TOIr-C ' NONE 91d' To 141p 8'4' To 1714" 043 -a 11 W PREMESSED N1 . IF 2 (244 141'4' I 12M --r1 REFER TO LNTEL 5ECTION FOR RENFOMMFN7 MOTIONS X91 TYPICAL COMPOSITE LINTEL SECTION 149 = Na Re�amne. d 8" RECESS DOOR HEADER I ATFRAI TARI F RECESB DOOR HEADER 84EE LATERAL LOADS (DLE) (U 05 CONTINUOUS 111-6" N -AIN 8'XI66'' 3'-8` ' ttKNOCKOULT�BLOCK 2GUNCIsTI PLdACED IN FIELD) tiSrlCp :• uP�� 14' ��LENC4l'H� 1110 550 (1) w5 CONTINUOUS - 4W (OPTIONAL) 4'-4' Precast 1/32' STIRRUPS At 4'-0' cc dim�icv 4-8' precut 415 1240 'A' BARS (MAIN REII-F.) Procsat 320 SEE SCHEDULE X91 TYPICAL COMPOSITE LINTEL SECTION 149 = Na Re�amne. d 8" RECESS DOOR HEADER I ATFRAI TARI F RECESB DOOR HEADER 84EE LATERAL LOADS (DLE) Lagth 111-6" N -AIN �" 1 LUD D 3'-8` Reeast 690 ITS -0' pfwAst 1110 550 4'-2'precaot FiwAst 4W ww 4'-4' Precast 165 L350 4-8' precut 415 1240 5'-8" Procsat 320 950 6'-8' proc46t 250 160 1'-8' precast 200 6400 9'-8' precast 160 490 12" RECESS DOOR HEADER LATERAL TABLE RECESS DOOR HEADER SAFE LATERAL LOAP5 (PLE) Lenetlh ve 12' GPLAM85ED p' rFFILLM 3'-8` Precast 2025 3210 4'-0' east 1110 2860 4'-2'precaot 4'4' 1650 2690 4'-4' Precast 515 2540 4-81 precast 1420 2290 W-8' precast 1080 1150 W-8' precast 615 W25 1'-e" REL, 130 1190 3'-9" precast 550 900 1) S CONTINUOUS 3000 PSI GONG. FILL (CONCRETE PLACED IN FIELD) TOP LEG MARS.- 21 1 ' LEG WRATO 14'-'0 LENGTHS 1/32' STIRRUPS a 4'-0" C/C .i0 • (1) % CONTINUOUS NO +�i : (OPTIONAL) 'A' BARS (MAIN RE INF.) =rty SEE SCHEDULE 11 �k jj 1,l —45' BAR$ - SEE SCHEDULE ^1�II TYPICAL LINTEL 8"X8" SECTION PTIONAL 03T TOP LpEG 1��NARSt ACH LECs L tP 14'- � `E N THS 1/32' STIRRUPS a 4'-0' C/C PTIONAL e6B 'A' BARS (MAIN REINF.) $EE SCHEDULE 'L3' BARS - SEE SCHEDULE 11$. TYPICAL LINTEL 112''X8" SECTION 12" LATERAL TA13LE fl) 05 CONTINUOUS (CCIVC* f'I-ACiL IN FIELD) —TOP LECs BARSs 1/32`0 BAR ACI• LEC: UP TO F14'-0 LENGTHS —(U e6 CONTINUOUS (OPPTTIIOOgNA`LL),4 �P 6GHEDULV REINFa - 1/32' STIRRUPS AT 4'-0' cc TYPICAL LINTEL 8"X8" RECESSED SECTION 0 w A R C H IT E C rs Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 LINTEL SAFE LATERAL LOADS IPLE) Lerrg Tv. p�l AM IIpp��,�gg FELLED 21-10' prWAA 3500 6900 3'-6' precaet 2400 4115 4'4' precast 1950 3880 4'-6' precast 1650 3450 ' Precast 1560 3200 W-4' Precast 1 1320 2580 5'-10' Precast 1160 2250 6'-6' Precast 1000 1950 1'-6' Preset 820 1650 '- et 800 ' Precast W 530 61-41 Preeast 120 1150 9'-4' Precast 640 1210 10'-6' Precast 550 1110 II' -4' Precast 510 1000 12'0 Mat 480 950 I2'-6' Precast 460 910 '-4' Precast 430 950 14'-0' Precast 400 900 14-8' Procrit 390 160 5'4 Pracaet 350 130 ' Precast 320 630 N.R. - Not Recrammended L<" fl) 05 CONTINUOUS (CCIVC* f'I-ACiL IN FIELD) —TOP LECs BARSs 1/32`0 BAR ACI• LEC: UP TO F14'-0 LENGTHS —(U e6 CONTINUOUS (OPPTTIIOOgNA`LL),4 �P 6GHEDULV REINFa - 1/32' STIRRUPS AT 4'-0' cc TYPICAL LINTEL 8"X8" RECESSED SECTION 0 w A R C H IT E C rs Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 sk i a Su33DIV. 1.,07`: TUS O A SOUTH LOT #8 PH2 PROJECT# //02108.008 MO DET., "2498" GARAGE S'WII-TG: LEFT PAGE: LINTEL PLAN (WEKIWA) ARCHITECT: STATE OF FLORIDA mirj1/) 9 2041.1 11 6 IV r3P O 12079 TYF'E DES 1GNAT ION NOMINAL WIDTH/HEIGHT IG1-4T C>F LINTEL 08/29/11 BLAIN OR SOLID LINTEL F `No. OF ADDITIONAL 05 BAR5 IN UPPER �P-2 C OR; LOWER LINTEL CAVITY i W W 1— � W 15 4 o 0 Cl Z N W ? 4 � � L<" sk i a Su33DIV. 1.,07`: TUS O A SOUTH LOT #8 PH2 PROJECT# //02108.008 MO DET., "2498" GARAGE S'WII-TG: LEFT PAGE: LINTEL PLAN (WEKIWA) ARCHITECT: STATE OF FLORIDA mirj1/) 9 2041.1 11 6 IV r3P O 12079 TYF'E DES 1GNAT ION NOMINAL WIDTH/HEIGHT IG1-4T C>F LINTEL 08/29/11 BLAIN OR SOLID LINTEL F `No. OF ADDITIONAL 05 BAR5 IN UPPER �P-2 C OR; LOWER LINTEL CAVITY i PATIO 14 13 ,a � �10a a o 3050_6H 3050 -SH 23 -SH (00(08 SGD 25 -SH EGRESS 4050 -SH EGRESS — — J L _...._... � II II I II I ® I I I LOFT BEDROOM J3 o O • I I DINING BEDROOM2 KITCHEN _ oc7 I I I - I OOM I�_j 111A\N1 II a5 -SH BATH LAUN. _ +" PWDR N0 I a i I L- I Do --- M. BATH L _ ° I I W.I.C. ° LIVING 0 I I ROOM __---J ° I =r BEDROOM #4 2—CAR GARAGE FOYER MILITT 30ra8 D MASTER 36 - 4050-&4 EC�REss ENTRY rI I(o'-0"x'1'-0" O.N. DOOR -------------------- 3050-5H 3¢1 0 - EGRESS EGRESS s Q FIRST F`Luul�. a EC D FLOOR WIND Lul--%AD-- COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS SQUARE WINDOW SIZE ZONE 120 MPH WIND REMARKS CALL #FOOTAGE AND TYPE 1 11a GARACxE 5 21.8/ -2(o.-I DOOR 2 20 30(08 DR �} a4.�/ -a�.9 3 a7 3�a-SH 5 a4.a/-313 � i� a5 -SH � a53/-27.5 5 15 25 -SH 4 a53/-2'1.5 8 15 3050 -SH 5 253/-33.Ga -I 15 305® -SH 5 a53/-33.6: 8 20 4050 -SH 4 24.7/ -2�.9 9 lea 3(c'�50-SN 5 a53/-33.6 10 a� 4050 -SH 4 a4.v -a6.3 11 15 305® -SH 5 a53/-33.6 2®40 -SH 1a S TEMP 4 25.91-28.1 13 �0 6'-0" X 6'-8° 4 S. 14 1fD a3 -SH 4 25.9/-28.1 BASIC WIND SPEED MPH = 120 IN PRESSURE COEFFICENT= t 0.18 BUILDING CATEGORY=11, USE IMPORTANCE FACTOR 1.0 ANY OPENING WITHIN 4'-0" OF ANY CORNER WILL BEA A R C H! 7 E C T S Design Group,n�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774fi078 FAX: 407-774-4078 www.a bdesigngro u p.com AA #: 000382544 Q 4 tSi w w p W ZONE 5 CATEGORY EXPOSURE=B PATIO 14 13 ,a � �10a a o 3050_6H 3050 -SH 23 -SH (00(08 SGD 25 -SH EGRESS 4050 -SH EGRESS — — J L _...._... � II II I II I ® I I I LOFT BEDROOM J3 o O • I I DINING BEDROOM2 KITCHEN _ oc7 I I I - I OOM I�_j 111A\N1 II a5 -SH BATH LAUN. _ +" PWDR N0 I a i I L- I Do --- M. BATH L _ ° I I W.I.C. ° LIVING 0 I I ROOM __---J ° I =r BEDROOM #4 2—CAR GARAGE FOYER MILITT 30ra8 D MASTER 36 - 4050-&4 EC�REss ENTRY rI I(o'-0"x'1'-0" O.N. DOOR -------------------- 3050-5H 3¢1 0 - EGRESS EGRESS s Q FIRST F`Luul�. a EC D FLOOR WIND Lul--%AD-- COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS SQUARE WINDOW SIZE ZONE 120 MPH WIND REMARKS CALL #FOOTAGE AND TYPE 1 11a GARACxE 5 21.8/ -2(o.-I DOOR 2 20 30(08 DR �} a4.�/ -a�.9 3 a7 3�a-SH 5 a4.a/-313 � i� a5 -SH � a53/-27.5 5 15 25 -SH 4 a53/-2'1.5 8 15 3050 -SH 5 253/-33.Ga -I 15 305® -SH 5 a53/-33.6: 8 20 4050 -SH 4 24.7/ -2�.9 9 lea 3(c'�50-SN 5 a53/-33.6 10 a� 4050 -SH 4 a4.v -a6.3 11 15 305® -SH 5 a53/-33.6 2®40 -SH 1a S TEMP 4 25.91-28.1 13 �0 6'-0" X 6'-8° 4 S. 14 1fD a3 -SH 4 25.9/-28.1 BASIC WIND SPEED MPH = 120 IN PRESSURE COEFFICENT= t 0.18 BUILDING CATEGORY=11, USE IMPORTANCE FACTOR 1.0 ANY OPENING WITHIN 4'-0" OF ANY CORNER WILL BEA A R C H! 7 E C T S Design Group,n�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774fi078 FAX: 407-774-4078 www.a bdesigngro u p.com AA #: 000382544 r ' SUBD& LOT: TUS C A S 0 LITH LST #S PH2 PRtJJECT# 02108. 008 "2498" GFA31RAC3rE SWING: LE FT NAGE: BIND LOAD CALCULATIONS ARCHITECT- STATE RCHITECTSTATE OF FLORIDASCALE: 1/411=11-0)5C-) 0I c Orr 08/29/11 DAT�C: SHEET Q 4 tSi w w p W Z � � N � La Ili 61 6� ti r ' SUBD& LOT: TUS C A S 0 LITH LST #S PH2 PRtJJECT# 02108. 008 "2498" GFA31RAC3rE SWING: LE FT NAGE: BIND LOAD CALCULATIONS ARCHITECT- STATE RCHITECTSTATE OF FLORIDASCALE: 1/411=11-0)5C-) 0I c Orr 08/29/11 DAT�C: SHEET 1 401-011 [,vim SQ. FT. CALC.'S ATIO P1-011 I - LIVING (15T.) LIVING (2ND.) 1046 1450 5Q. FT. SQ. FT'. l I TOTAL LIVING GARAGE PATIO ENTRY ELEV. 'A' ENTRY ELEV. 'B" 4 "C" 2498 44(o 35 2(o 12 SQ, FT. SQ, FT. SQ. FT. SQ. FT. 5Q. FT. COVERED j l� TOTAL ELEV. "A" TOTAL ELEV. "B" 4 "C' 3005 3051 50. FT. 5Q. FT. H'B = I � I I I (0050 S.G,p. �❑I J 23 -SH �00�8 S.Cx.D. 25-5H — O r— w W p DINING Q N I� Z ur Q 0 KITCHEN CARPET) 2'xro "x421 mOlo (TILE)LG. — I LOW FAMILY DW. I WALL W/ ROOM — I 141 TOP STAIR DATA' -a' CL' j. ;� II I(0 RISERS 6 7.5 1 q 0 � LZ�LI 15 TREADS 9.5" h � N �-o2-0 c , 10'-0" ©PTII I TIG REFJi, _ 14) c' T w C14 0 m LA N.J ,� PANTRY' ��-`iLE��. _ t PWDR. �3 g" s' - a -a CLCD. I (TILE) I of 5 SH L _ J IN ep BTM. OF 42" HIGH _� HDR cv WALL � WH. "� LIVING It `� COND `�''�---�_2" STEEL I `c' " � PIPE BOLLARD CAT RPE 1 42 LOW UJALL W/ eo UP lx(o" GAP �t m 2—CAR GAR. FOYER 9'-4" GLG. 8 LG. �� (TILE)—--- -- — I ' MT TEMP -51_&11 @ - ENTRY 1(0'-0" x -V_0" O.H. cn -------------_ -----r FURST FLU"'OR PLAN NOTE" - DEN5 ARMOUR AT BATHROOMS- - PREFAB SHOWERB/TUBS TO BE SET IN TYPE 2 FOAM. EXTERIOR MASONRY WALL 5RG. HEIGHTS LOAD BRCS. WALL (i)-iCuOVERTID PATIO MT SQ. FT. CALC.'S - I &Xi? �CaXro LIVING (15T.) LIVING (2ND.) 1046 1450 5Q. FT. SQ. FT'. l TOTAL LIVING GARAGE PATIO ENTRY ELEV. 'A' ENTRY ELEV. 'B" 4 "C" 2498 44(o 35 2(o 12 SQ, FT. SQ, FT. SQ. FT. SQ. FT. 5Q. FT. COVERED j TOTAL ELEV. "A" TOTAL ELEV. "B" 4 "C' 3005 3051 50. FT. 5Q. FT. (i)-iCuOVERTID PATIO MT 7r - I &Xi? �CaXro POST P05T l I I I I CIO COVERED j PATIO I I I I = I � I I I (0050 S.G,p. �❑I J (i)-iCuOVERTID PATIO MT L471'-0" 18 -0 T�0 3�" �ELEVA � ■ A R 777:1 /Design G ro u p lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 ti w iENTRY CIO ii s = �❑I J O L471'-0" 18 -0 T�0 3�" �ELEVA � ■ A R 777:1 /Design G ro u p lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 ti w CIO O w W p Q N Z q 0 � LZ�LI h � N NO SU313I]IV. 8c LOT: TUS C A SOUTH y LOT #8 PH2 PROJECT 0210 008 �G�DEL: "2498" GARAGE SWING: LEFT PAGE: FIRS T FLO O R PLAN ARCHITECT, STATE OF FLORIDA Ur JAM CANTWELL NO 12079 (FOPRINT 8 2 9 11 DATE: Sc AT 1/411 =1' — d" STMET 2 OP'2 C " a //77�� 11'-411 2' — 1011 3050-5N EGRESS 401-011 1-3YI 4050 -SH 2'-1011 3050-Sw EGRESS I. I. I. 3050 -SH 3050-51-I " EGRE55 EGRESS 11'-011 5'—K�" II' -g" 221-011 I5'-011 v 401-011 SEU"OND FPLAN NOTE: - DENS ARMOUR AT BATHROOMS. - PREPA5 6POWER5/TUE35 t0 5E SET IN TYPE 2 F=OAM. 41 MI .0 A R C H 1T E C TS Design Group Inc. 1441 N. RONALD REAGAN BJ LVD. FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 BEDROOM ux � 0 w w p ' I LOFT N BEDROOM #3 a z Z Lu F q � � `•, cn .`� r �' ccl 3'-ro' 2'-�" �1-111 CIA �W0 � �+ d) W 1- S Imo. j 5iy t rti 97 42 " LOW 5 5H4-0 y 240 'ti WALL W/ lx& 2_0 WD CAI`' 1=. 2x8 42"xG0"-� 3&X&O DN 11 — -' BATH #2 I�,6 Ono TUR b ,� �' 8'-0" GLG. aHW. -� I LAv. WG. D tu ltl - M. BATH ,I UJ 2-6 m cel m 22"x3b" +�`I ATTIC 7�1 1 11 8 -¢a CLC. cvAGGE55 1 -0m ,1 60 6 51—,111) �'F 51_01 av d (01-01 I 41-011 Q I '—V" I � 2 —"7 41-011 Q1—Q11 V GJ 0 '- - 2-4 W.LC. .9 V-0' GLG I _ WC. (CAi�I �T) I I 6 1R -18H I BEDROOM U 4'-V SI—o11 3'-411 y ( —ON u+ NQ r 4X(o I P05T — MSTRIN 1R -18i--1 4050-5�1 EGRE55 4X� POST 3'-0" 15'-011 �— r - I. I. I. 3050 -SH 3050-51-I " EGRE55 EGRESS 11'-011 5'—K�" II' -g" 221-011 I5'-011 v 401-011 SEU"OND FPLAN NOTE: - DENS ARMOUR AT BATHROOMS. - PREPA5 6POWER5/TUE35 t0 5E SET IN TYPE 2 F=OAM. 41 MI .0 A R C H 1T E C TS Design Group Inc. 1441 N. RONALD REAGAN BJ LVD. FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Su�DIv. � LOTz TUS C A SOUTH LOT #8.,, P H2 PROJECT# 02108.008 MODEL.- "2498)) ODEL•„2408'' GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN F CHITECT: OF FLORIDA M/i /,0 2011 JAM CANTWELL NO 12079 PRINT DATE: 08/29/11 SCAZE: 1/4"=V-0 SHEET GtF ux � 0 w w p D N a z Z Lu q � � Su�DIv. � LOTz TUS C A SOUTH LOT #8.,, P H2 PROJECT# 02108.008 MODEL.- "2498)) ODEL•„2408'' GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN F CHITECT: OF FLORIDA M/i /,0 2011 JAM CANTWELL NO 12079 PRINT DATE: 08/29/11 SCAZE: 1/4"=V-0 SHEET GtF STUCIC10 5ANZ W -C" 2ND. FLS'.. E5RG. 11-0 Al=f=LIEC) SHUTTER 10'-0" 2ND. FIN. FLR. a,_all 5RG. HT. 0'-0" FIN. FI -R. 15'-0" 2ND. FLR. E3RG- 10'-0" 2ND. FIN. Fl -R. 8,_811 5RG. HT. 0'-0" FIN. FL -R. J� lr_ 0 r=__9 FRONT TEXTURED FINISH 14"x2all Af=FLIED LOUVER 25'-31/2" BLDG. HT. - 16-0" 2ND. Fl. -R. eRG. HT. K7' R1416;=D 5,4NC) (T"rf=.) OL lo' -O' 2ND. If FIN. Fl -R. OL P9I��i�lll� OFF -RIDGE VENTOFF-RIDGE VENT REAR ELEVATION TEXTURED FINISH I I OL 0'-0' FIN. FLR, 'f OL 2ND. T FLR. 5RG. HT 'A OL lo' -O" 2ND. T FIN, FI -R. OL 8'-5" 5RG. HT. 0'-0" FIN. FLR. (j)COV. PORCH A R C H I T E C 7777- 4 Design GroupInc. I Design G nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 2 PH: 407-774-6078 FAX: 407-774-4078 .com �5] www.abdesigngroup.com AA #: 0003325 S SU3133" U3Br)IV. & X.07 T S USCA SOUTI TU C 0 LOT #8 PH2 LOT OT 3 P FROJ E C T# 0 02108.008 MO DBL: "2498" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION A" ARCHITECT: T S�TATE OF FLORIDA Urf l 9 2011 PRINT DATE: 08/29/11 011 SCALE. 1/4„=1'- d 339EET 03r2 (4), A A N4 N i O JU a I- M I " i2k z _j 0 wff (Y- uj z -7 (P S SU3133" U3Br)IV. & X.07 T S USCA SOUTI TU C 0 LOT #8 PH2 LOT OT 3 P FROJ E C T# 0 02108.008 MO DBL: "2498" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION A" ARCHITECT: T S�TATE OF FLORIDA Urf l 9 2011 PRINT DATE: 08/29/11 011 SCALE. 1/4„=1'- d 339EET 03r2 (4), A A OFF -RIDGE VENT 12 OFF -RIDGE VENT 18'-0" 2ND.18'-0' 2ND. FLR. 5RG. HT. 11, T FLR. BRG. HT. r-- 10'-0" 2ND. Cq 12 10'-0" 2ND. FIN. FLR. 8 FIN. FLR. S'-8" BRG. HT. — — _ _ — — — — — — — 8'-8" BRG, HT. 01-01, FIN. FLR. — —' _m 01-01, FIN. FLR.-------------- LEFT ELEVATIONV-4' TEXTURED FINISH -1 B1�G. HC T. Ir (oil 0'-0" '-0" FIN. 1-l_ R' l- 12 5 CU PORCH RIGHT 51M. OFr--RIDGE VENT 18'-0" 2ND. _ 18'-0" 2ND. FLR. BRG. HT. FLR. BRG. HT. ' 10'-0' 2ND. 12 — — — — — - — — —OL 10'-0" 2ND. FIN. FLR. T FIN. FLR. BRCS. HT. IlkS'-8" BRG. HT. r- r r 0'-0' FIN. FLR. ``° 0'-0" FIN. FLR. RIGHT E TEXTURED FINISH A R C H Ir E C T 'r Design Group Inc. 1441 N. RONALD REAGAN E LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.cor AA #: 0003325 SUBla►IV. & LOT: TUS C A SOUTH LOT #8 PH2 PROJECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATION ,) A" ARCHITECT - STATE OF FLORIDA JAME CA ELL A 01 79 DATE: 0 8 2 9 11 SCALE: 1/4"-1'-0" w u� � z w p 0 �C LU Z Z q c) to N A SO L E-. Cv SUBla►IV. & LOT: TUS C A SOUTH LOT #8 PH2 PROJECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATION ,) A" ARCHITECT - STATE OF FLORIDA JAME CA ELL A 01 79 DATE: 0 8 2 9 11 SCALE: 1/4"-1'-0" HEADER SPAN CHART (Simpson) or (USD) CONNECTOR SCHEDULE 51NGLE SIMPSON SIZE HGU528-2 DES. UPLIFT GRAVITY FASTNER >- META -16 1450 (1) 10d x 1 IR 1 -PLY/ (6) 16d 2 -PLY Z (2) META -16 1955 (10) led x 1 1/2 1 -FLY 0 1900 (14) 16d 2 -PLY a HETA-Ib Isle IM led x 1 1/2 I -PLY/ (f) Ibd 2 -PLY SIZE HETA-20 1810 (9) led x 1 1/2 I -PLY/ (8) Ibd 2 -PLY 2 (2) HETA-20 2036 25M (10) 10d x 1 1/2 I -PLY (12) Ibd 2 -PLY �DBL D 2 MGT + 3965 (1) 5/8' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) led TO WOOD DBL 2 HOT -2 + ]Mao f2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) led TO WOOD DBL 2 HGT-3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD ILI LTAI 1420 (12) led x 1-1/2' vGT 4540 (1) 5/5' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4' X 3' TO WOOD cf7 mw (2-ftya-K f) 'lift/wait (2) 5/5' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' TO WOOD MT6-12 1000 (14) led x 1 1/2 HT9-16 1158 (16) led x 1 1/2 HTS -20 14bO (24) led x 1 1/2 LSTA-12 ++ 325 (10) 1" LSTA-15 ++ 1295 (14) 10d V) MSTA-16 ++ 1315 (14) led CL MSTA-24 ++ 1640 (15) led W MSTA-30 2050 (22) 1" V) V1 MSTA-36 ++ 20DO (26) lied MSTI-36 3000 (36) 10d x 1 1/2 MSTI-45 Slab& (45) led x 1 0 Hb 95fa (5) 5d TO PLATES, (S) Od TO STUDS cp SP4 5g5 (b) led x 1 1/2' TO STUDS A33 "150 (4) Ued TO BEAM (4) led TO POST. NCP2 645 (6) led x 1-1/2' HI0 ABU 44 2200 66615 (1) 5/5' AT.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED-) IN CONC. 02) Ibd TO WOOD (/) A15U 66 2300 12000 (1) 6/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED-) IN CCNC., (12)Ibd TO WOOD LTT19 +++ 1340 (1) 3/4' AT.R, IN HIGH STRENGTH EPDXY, (MIN 1' EMBED-) IN CONC, (SAOct TO WOOD © LTT205+++ 1625 (1) 1/1' AT.R IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC. (2) t TO WOOD (J Z .4 3610 HTT4 4295 4350 (1) 5/5' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EP'IBED-) IN CONC. (18) led x 1 1/2' TO WOOD (1) 5/5' A.T.R IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (18) 16d x 2 1/2' TO WOOD (i) 5/6' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) Tedd x 1 1/2' TO WOOD HTT5 4610 P V (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. V EMBED.) IN CONC. (26) led t0 WOOD (1) /5 A..R N HIGH STREOTW EPDXY, N. D. coNc. (26) l6d x 2 172, TO WOOD HHDOII-SDS 25+ 11,445 1) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMMD.) IN CONC., (24)905 Y4, x ' WOOD SCRE HP -1 6482+ (1) 1/5' A.B. IN HIGH STRENGTH EPDXY (MIN. 1', EMBED.) IN CONC. (34' STUD BOLTS TO WOOD M13HA 3.56/1125 3475 5330 (U 3/4' AT.R. IN HIGH STRENGTH EPDXY, (MIN b.15' EMBEDMENT) IN CMI.TOR (1) 3/4' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.MU. FACE, (IS)10d TO BEAM W MBNA 5,50/11.25 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU. TOP, (1) 3/4' A.T.R. IN NIMH STRENGTI4 EPDXY, (MIN. (b.15' EMBEDMENT) IN CM)J. FACE, (100d TO BEAM z a C210-3 (WOOD) 151e 40M (FLOOR) 1S-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) tO CMU, (le) led TO WOOD 3140 (ROOF) 2 HUC410 (CMU) 1510 5085 IS -1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) led TO WOOD HUG 210-3 1619D 4 0 IS -1/4' x 2-3/4' Tit TO CMU ( Ile) I" TO WOOD HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY#PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ Imd COMMON NAILS CAN BE SUBSTITUTED WITH led x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FPR THIS APPLICATION PRIOR TO INSTALLATION. W +++ MINIMUM EMBEDMENT INTO THE TOP OF A 5ONPOEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1" 0 A.T.R. ■ A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST DE RESPONSIBLE FOR MAILING SURE THAT THE PROPER CORROSION PROtECTION 13 USED. WHEN U511-4 STAINLE55 STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS, WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AIt3 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 'HIGH WIND-RE6IStAN7 CONSTRUCTION C-HW05-R', T-ANCHORSPEC01, AND ANCHORING t FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-2011. HEADER SPAN CHART BRACING LEGEND EXTERIOR GABLE TO BE BRACED UJ/2X4 BLOCKING-) 0 4'-0" O.C. (15T 2 BAYS) d 2X4 5YP *2 X -5RAC ING. REFER TO TYPICAL DETAIL SLATS FOR BRACING REQUIREMENTS FASTEN 2X4 5YP *2 OR SPRUCE REVEL CUT TO TRU55 TOP CHORD UJ/10d x 3" NAILS 0 6" O,C. NOTE STAGGERED TRUSSES MARKED UJ/AN "* " REQUIRE IUEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAUINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. =�414NCZEE-Re TO BE: 1151=D (Simpson) or (USD) Q HU52( 51NGLE STOR`'I' APPLICATION SIZE HGU528-2 CLEAR SPAN DBL 2 x & UP TO 5'-4" DBL 2 x 8 5'-4" TO '11-011 DBL 2 x 10 T-011 TO 10"-0" DBL 2 x 12 10'-0" AND OVER TWO STORY APPLICATION (DOWN 5TA IRS SIZE CLEAR SPAN 2 x 6 UP TO 5'--011 �DBL D 2 x 8 rp'-1L/" TO 6'-411 DBL 2 x 10 61-4" TO 5"-0" DBL 2 x 12 8'-0" AND OVER BRACING LEGEND EXTERIOR GABLE TO BE BRACED UJ/2X4 BLOCKING-) 0 4'-0" O.C. (15T 2 BAYS) d 2X4 5YP *2 X -5RAC ING. REFER TO TYPICAL DETAIL SLATS FOR BRACING REQUIREMENTS FASTEN 2X4 5YP *2 OR SPRUCE REVEL CUT TO TRU55 TOP CHORD UJ/10d x 3" NAILS 0 6" O,C. NOTE STAGGERED TRUSSES MARKED UJ/AN "* " REQUIRE IUEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAUINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. =�414NCZEE-Re TO BE: 1151=D (Simpson) or (USD) Q HU52( Q HU526 HGU52(o-2 Q T+-1DH2.-2 HGU528-2 THDH28-2 Q HHU54(o Q THP46 Q SUR/L2(o-2 ( 8KH26R/L-2 SUPPORTING END OF HEADER DENOTE TRU55 WE5 5RArE REQUIRED. - ... - DENOTE RAT RUN a 10'0/C MAX. DENOTE 24 5TR'OMBACK is 10' O/C MAX, MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5' -1a" TO 51-0' UN.O. 4'-11 1/2" -'-11 1/2" AND UP NUMBER OF HEADER STUDS LAG SCREWS TAPCON5 05 SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS PER FLANGE) 2 AT EACH END OF HEADER 1 3 F( 2 x 12 42 SYP) 1/16 11 O515 NAIL (3) 12d "-8" O.C. I-IANCaER 5G+4EDULE J L. - SIMPSON HU526 (tl NEEDED) ,A ► - SIMPSON THA422 (2 NEEDED) TYP. 2x12 BM.ZHDR. FRAM INCz NOTES: 1. HURRICANE STRAPS TO 5E MANUFACTURED 3Y SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE A5 FOLLOWS, U.N.O: * TRU55 TO MASONRY/CONCRETE SHALL 5E META -16 * FLOOD J015T TO MASONRY/CONCRETE SHALL 5E HETA-1& AT EACH END AND 3211 ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL SE MTS -12 3.TRU55 TO TRU55 CONNECTIONS AND HANGER5 SHALL 5E DE51GNED AND SUPPLIED 5Y TRU56 MANUFACTURER. 4.REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5.HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD RECD. ARE STANDARD U.N.O ON FRAMING PLAN (o. MIN. 2X4 HIP CUT 5LOCXING SECURED W/3-106 GUN NAILS OR 3-1201 HAND DRIVES 6 EA. END. CUT PITCH 4 5EVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 18-1/4"X2 3/4" TAPCONS ( S PER FLANGE) �T FIRST FLOOR FR9MING PLAN I 2X& LEDGER FASTENED TO FASTENED TO EA FLR TRUSS WA4"DIA. I I I I EA FLR TRUSS HUC410 LU/ WA4"DIA. X 4" 18-1/4"X2 3/4" LAG SCREWS TAPCON5 05 PER FLANGE) -SECURE BM ____1 TO BLK UJ/(2) PER FLANGE) HETA-16, BLK COL. TO T-8" FIRST FLOOR FR9MING PLAN I 2 I - 0-r I I� FASTENED TO EA FLR TRUSS WA4"DIA. I I I I HUC410 LU/ X 4' LAG SCREEUUS w 15-114'X2 3/4" ua TAPCON5 C9 — PER FLANGE) H � � I - a 2X12JL-M 2X12 BM iX p L It It t It It IL x SECURE BM A� z HUC410 W/ TO 5LK UJ/(2)Q V LU IS -1/4"X2 3/4" HETA-1r0, BLK TAPCON5 (g COL. TO T-8' IY O -1 rL PER FLANGE:) ILI ELEVATION 99 99 99 C 99 cf7 SOUTHERN 5/12/11 11 A RCHITECTS Design G ro u p,nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w ua H O cf7 W ❑ qUU z ❑ z � z 1Z�l.l cp h q � illl C-� SU33DIV. 8a LOT: TUS C A SOUTH LOT #8 PH2 PROJECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: FIRST FLOOR FRAMING PLAN ELEVATION "A,B & C" ARCHITECT- STATE OF FLORIDA tjj LL PRINT DATE: 08/29/11 SCALE: 1/4"=1'— Q" HEADER SPAM CHART (Simpson) or (USP) CONNECTOR SCHEDULE 51NGLE SIMPSON SIZE HGUS28-2 DES. UPLIFT GRAVITY FASTNER )- META -16 1450 (1) 10d x 1 1/2 1 -PLY/ lb) Ibd 2 -FLY LL. Z Q (2) META -16 1985 1900 (10) 10d x 1 1/2 I -PLY (14) Ibd 2 -FLY (A a HETA-16 ISIv (9) 10d x 1 lit 1 -PLY/ (8) Ibd 2 -PLY x 12 HETA,-20 1810 (9) 10d x 1 M2 I -PLY/ (8) Ibd 2 -PLY SIZE (2) HETA-20 2035 2500 (10) 10d x 1 1/2 I -PLY (12) Ibd 2 -PLY D5L 2 MGT + 3965 (1) 5/S' A.T.R. IN HIGH STRENGTH EPDXY /MIN. 12' EMBED), (22) 10d TO WOOD DSL 2 HOT -2 + I0980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN 12' EMBED), (I6) 10d TO WOOD D5L 2 HOT -3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (ib) 10d TO WOOD DSL 2 LTAI 1420 (12) 106 x 1-1/2' v G T 4940 (1)5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I(p) SDS 1/4' X 3' TO WOOD (2)bGT (2-Ky,3-FI.Y) 118b/889(1+ (2) 5/8' A.T.P. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' TO WOOD 1 MTS -12 1000 (14) 106 x 1 1/2 HTS- 16 1150 (16) 106 x 1 1/2 HT15-20 14bo (24) 10d x 1 1/2 LSTA-12 ++ 925 (1(x)106 LSTA-18 ++ 1235 (14) 106 V) MSTA-18 ++ 1315 (14) 10d Q MSTA-24 ++ 164/0 (18) led [r MSTA-30 2050 (22) 10d (A MSTA-36 ++ 20.+5? (26) led MSTI-36 3900 (36) 1061 x 1 1/2 � MSTI-45 9065 (48) 10d x I W H6 950 (e) Sd TO PLATES, (e) ad TO STUDS 6P4 885 (6) 10d x 1 1/2" TO STUDS W A33 15(0 (4) IIAd TO BEAM (4) IOd To POST. HCP2 645 (6) 10d x 1-1/2' HIO (I 1- LU A15U 44 2200 bbb5 lU 5/5'A.T.R. IN HIGH STRENGTH EPDXY (MIN.')' EMBED-) IN CGNC. 02) 16d TO WOOD (/} AIBU 66 2300 12000 (1) 5/5'A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CCNC., (1211&d TO WOOD LTTI9 +++ 1340 (U 3/4" AT.R. IN HIGH STRENGTH EPDXY, (MIN. T EMBED_) IN CONC, (8A0d TO WOOD I-TT200+++ 1625 (1) 112, A.T.P. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC. (2) " BOLT TO WOOD 3610 (1) b/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. '1' EMBED. IN CONC. (181 10d x 1 1/2' TO WOOD Z 'a4350 HTT4 4235 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (18) 16d x 2 1/2' TO WOOD (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC. (26)10d x 1 1/2' TO WOOD 14TT5 4610 090 (U 5/S' ATR IN HIGH STRENGTH EFOXY, (MIN. 1' EMBED_) IN CONC. (26) 10d TO WOOD /bl A.T.R. IN HIGH STRENG FOXY, 15 D-) IN CONIC. 6) !bid x O WOOD HHDQII-SDS 25+ 11,445 1) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN GONG., (24)SDS 4' x ' WOOD SCREWS H 1 648fa (1)115' A.M. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN GONG. (3) ' STUD BOLTS TO WOOD M15HA 356/1125 3415 5330 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75' EMBEDMENT) IN CJI.U. TOP, (1)3/41 A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75' EMBEDMENT) IN CMU - FACE, (IS)10d TO BEAM V) W MBHA 5,50/11.25 3415 5330 (1) 3/4' AT.R. IN HIGH STRENGTH EPDXY, (MIN.. 6.75' EMBEDMENT) IN C.MJJ. TOP, (1) 3/4' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75' EMBEDMENT) IN CJMJJ. FACE, (18)10d TO BEAM z3140 C210-3 (WOOD) 1810 41WO (FLOOR) I8-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU, (10) 10d TO WOOD (ROOF) HUC410 (CMU) 1810 5085 18-1/4 x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) 106 TO WOOD HUC 210-3 1510 4000) 118-1/4' x 2-3/4' TITEN TO CMU ( 10) 10d TO WOOD HIGH STRENGTH EPDXY ■ SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 7' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. z ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W +++ MINIMUM EMBEDMENT INTO THE TOP OF A IBOND15EAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1" O A.T.R. a A-301 ALL THREAD ROD (SIZE PROTECTION TYPE, LENGTH ETC. VARIES) z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED, WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / WOO GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE - ALL CONNECTOR VALUES 5ASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2011' 'HIGH WIND -RESISTANT CONSTRUCTION C -14W06 -R', T-ANCHORSPECOn, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE-- 4 MASONRY CATALOG 0-2011. HEADER SPAM CHART BRACING LEGEND EXTERIOR GAaLE TO BE BRACED W/2X4 BLOCKING + 4'-0" O.C. (IST 2 SAYS) 4 2x4 SYP 02 X-5RACING. REFER TO TYPICAL DETAIL SHTS FOR BRACING REQUIREMENTS FASTEN 2X4 SYP n OR SPRUCE BEVEL CUT TO TRUSS TOP CHORD W1106 x 311 NAILS e 6" O.C. NOTE STAGGERED TRUSSES MARKED W/AN "* " REQUIRE WE5 STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT aF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. ="14NC=r=fRe> T© I5P U5 Z>1> (Simpson) or (USP) A HU62(o 51NGLE 5TOR�' APPLICATION SIZE HGUS28-2 CLEAR SPAN DBL 2 x (o UP TO S'-4 " DSL 2 x S 5 '-4" TO `i'-0„ DSL 2 x 10 '11-011 TO 1011-L/0" 7 D5L 2 x 12 10'-0" AND OVER TWO STORY APPLICATION DOWN ST,41RS SIZE CLEAR SPAN D5L 2 x (o UP TO 5'-0" DSL 2 x S 5'-0" t0 6'-4" D5L 2 x 10 61-4" TO 511-0" DSL 2 x 12 8'-0" AND OVER BRACING LEGEND EXTERIOR GAaLE TO BE BRACED W/2X4 BLOCKING + 4'-0" O.C. (IST 2 SAYS) 4 2x4 SYP 02 X-5RACING. REFER TO TYPICAL DETAIL SHTS FOR BRACING REQUIREMENTS FASTEN 2X4 SYP n OR SPRUCE BEVEL CUT TO TRUSS TOP CHORD W1106 x 311 NAILS e 6" O.C. NOTE STAGGERED TRUSSES MARKED W/AN "* " REQUIRE WE5 STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT aF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. ="14NC=r=fRe> T© I5P U5 Z>1> (Simpson) or (USP) A HU62(o A HU82(o HGU62(o-2 ©t1ID1-12ro-2 HGUS28-2 rr--) THDH28-2 A HHU546A tHDro Q SUR/L26-2 Q SKH2(OR/L-2 }� DENOTE TRU89 WED 13WE REQUIRED. DENOTI RAT RUN m 10'0/C MAX. DENOTE 2X6 STiBACK :a 10'0/C MAX. MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP t0 51-0" TO S' -P_@" U.N.O. 4'-11 1/2" -T 11 1/2" AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: I. HURRICANE 5TRAFS TO 5E MANUFACTURED 5Y 51MP50N STRONG -TIE OR EaUAL, U.N.O. 2.T` PICAL HURRICANE STRAPS ARE AS FOLLOW5, U.N.O. * TRU55 TO MA5ONRY/CONGRETE 6HALL 5E META -16 * FLOOR J015T TO M,45ONRY/CONCRETE SHALL 5E HETA-fro AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRU55 TO WOOD FRAMING SMALL 5E MT5-12 3.TRU66 TO TRUSS CONNECTIONS AND HANGERS SHALL SE DESIGNED AND SUPPLIED Bir' TRUSS MANUFACTURER. 4 -REFER TO TRU55 1'" ANUFACTURER'5 SIGNED AND SEALED DRAWING5 FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5.HEADER 5FAN CHART 4 MINIMUM WALL 4 HEADER STUD R'Ea. ARE STANDARD U.N.O ON FRAMING PLAN (o. MIN. 2X4 HIP GUT 5LOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES -a EA. END. CUT PITCH 4 5EVEL TO FIT TIGHT TO TRU55 AS PER AFA REQUIREMENTS. TRUSS TO 4X6 PCIS (2) HTS -20 POST TO 4X6 BLOCKI (2) MSTA-24 POST TO CMU HTT-4 DSL STUD (2) 1 3/4" x 1 Y4" MIGROLLAM LVL UJ/(2) JACK 4 (2) FULL STUDS UJ/(i) L5TA12 a POST t0 4X6 i3LOCKIN (2) MSTA-24 POST TO CMU HTT-4 EA. ENI. FASTEN EA. STUD W/SP4 SOUTHERN TRUSS 05/12/11 El A R C H IT E C TS 4Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Ems-, W 1 4 � W W (] LU O w z z w l �1 (p 7, � 4 till a � ti <CA SUBDIV. rbc LOT: TUS C A SOUTH LOT #8 PH2 PROJECT# '02108.008 MODEL: "2498" GARAGEBVING: LEFT PAGE: SECOND FLOUR FRAMING PLAN ELEVATION A> ) ARCHITECT:. STATE OF FLORIDA PRINT DATE: 08/29/11 SCALE: 1/4"=1'— O„ SHEET 7 A or ELECTRICAL LEGEND 5YM50L DEFINITION NOTES 2.498 SQFT GENERAL LIGHTING X3 VA PER SQFT7494 125V OUTLET 20 AMP 3000 110V OUTLET (TANI�R F7 ISTANT 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 1/2 OF OUTLET 1 DISHWASHER 1200 110Y OUTLET WIRED to 1 DISPOSAL 500 SUBTOTAL OF GENERAL LOAD SWITCH FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 25194 VA x .4 EOUIPED WITH GROUND FAULT TOTAL NET GENERAL LOAD 12.5 8GFI IIOV OUTLET IN (TAM C ISTANT TON HEAT PUMP#2 21 AMPx 240 VA— --- 10 KW ELECTRIC HEAT AT 65% 1# WIRE 5 KW ELECTRIC HEAT AT 85% --- 220v OUTLET CONNECTION WP EXTERIOR GROUND FAULT GFI WATERPROOF INTERRUPTER OUTLET SWITCH SWITCH 3 -WAY OPER. SWITCH 4 -WAY OPER. WALL MOUNTED Y LIGHT U CEILING LIGHT 1PRO �a:/Vi- VAPOR LIG44TOF L r RECESSED CAN IGFM PER VENT. PAN SQ. Ft. VENT. FAN I CFM PER W/LIGHT $Q. Ft. 2' LIGHT STRIP 4' LIGHT STRIP ® 4' RECESSED FLUORESCENT 2-5UL5 WRAP LIGHT AROUND 2' FLUORESCENT *FLUORESCENT +Zi 4' TRACK LIGHT Q © PANEL METER SMOKE BATT.IBACK—UP L,_1SD, DETECTOR LL!/ NTE HARDWIRE 15ATT. HACK -Ulm � CARBON W/ HARDWIRS INTER- MONOXIDE/`cY 5/CO SMOKE DE �TOR SH�ALL�L W AA GOMk3D DISTANCENOT LE85 THEN FROM WALL PENDANT LIGHT TELEPHONE . JACK WATER HEAT. WH DISCONNECT AIR. GOND. DISCONNECT q d) TELEVISION El JACK GAS OUTLET CEILING FAN/LIGHT CEILING 5OX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ i30X MARKED C.' V AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL �l KP SECURITY KEYPAD r PUSH- FOR � 15UTTON CHIMES * LNOCA ION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN ALL HA51TA1_3LE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) cv * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI 0 ISLAND (NOT ON KITCHEN CIRCUIT) * D15HLUASHER DISCONNECT TO BE LOCKOUT IN PANEL * BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 200-1,RES[DENT IAL CODE TABLE M15063) * LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER i-ROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL BE NON METALLIC CABLE AS N.E.C. 2008 ARTICLE 300.(5) (2) * ALL RECEPTACLES TO BE TAMPER- RE515TANT TYPE FOR MIRCO/ HOOD ASV. METER FIELD VERIFY LOCAT I ENTRY FA FIRST FLOOR ELECTRICAL PI AN POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE 5ECONDAR" ELECTRICAL SERVICE. PROVIDE 3 $1 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 *2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 50 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE*= HOUSE PLAN: 2498 MODEL LOAD INFORMATION VA 2.498 SQFT GENERAL LIGHTING X3 VA PER SQFT7494 DISCONNECT SWITCH AND 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 1 LAUNDRY CIRCUIT AT 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 SUBTOTAL OF GENERAL LOAD 351914 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 25194 VA x .4 10078 TOTAL NET GENERAL LOAD 12.5 20078 4 TON HEAT PUMP#1 28 AMPx 240 VA— 6720 TON HEAT PUMP#2 21 AMPx 240 VA— --- 10 KW ELECTRIC HEAT AT 65% 6500 5 KW ELECTRIC HEAT AT 85% --- NET GENERAL LOAD 20078 NET TOTAL HEAT 13220 TOTAL LOAD 33298 CALCULATED LOAD FOR SERVICE 33298 VA/240 V— 159—AMP- 39AMP150 AMP SERVICE 150 NOTE: ALL 'BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC—FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE -3,11 CU, 1 *6 CU GND 2" CONDUIT OR PROVIDE 3 02/0 AL, 104 AL CND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT �- 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2005 250.52(3). 5/8" DIA X S FT LONG COPPER CLAD GROUND ROD I�o A4 lf= ELECTfRIC,74L fRI&ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. t A R C H IT E C T$ Design Group Inc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com 164 AA #: 0003325 COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE O MLO PANEL F15Pa/2P MC -5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT �- 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2005 250.52(3). 5/8" DIA X S FT LONG COPPER CLAD GROUND ROD I�o A4 lf= ELECTfRIC,74L fRI&ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. t A R C H IT E C T$ Design Group Inc. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com 164 AA #: 0003325 S U313DIV. & LOT: TUS C A SOUTH LOT #8 PH2 PROZECT# 02108.008 MODETZ "2498" GARAGE S VIITG: LEFT PAGE: FIRS T FLO 0 R ELECTRICAL LAN PN moo ARCHITECT STATE OF FLORIDA ftilf3 2 'WZJi JAM +S CANTWELL AR O 1207.4 PRI v, DA 08/29/1111 SCALA: 1/4"=1'—O" W �` � H U tsi L n 0 z +Zi Q O � w D z 4 q d) lu �l ) lei 0 � cv S U313DIV. & LOT: TUS C A SOUTH LOT #8 PH2 PROZECT# 02108.008 MODETZ "2498" GARAGE S VIITG: LEFT PAGE: FIRS T FLO 0 R ELECTRICAL LAN PN moo ARCHITECT STATE OF FLORIDA ftilf3 2 'WZJi JAM +S CANTWELL AR O 1207.4 PRI v, DA 08/29/1111 SCALA: 1/4"=1'—O" ELEGtRICAL LEGEND 5`I'MBOL DEFINITION NOTE5 125v OUTLET 20 AMP 110Y OUTLET fTA1.1fRgIaTANT 1/2 OF OUTLET 110V OUTLET WIRED TO SWITCH EOUIPEO WITH tu 8GH 11faV OUTLET GROUND FAULT (TAI APER ) TANT O WIRE 220v OUTLET CONNECTION WP EXTERIOR GROUND FAULT GFI WATERPROOF OUTLET INTERRUPTER SWITCH SWITCH 3 -WAY OPER. tSWITCH 4 -WAY OPER. WALL MOUNTED O LIGHT CEILING LIGHT U PROOF VP LIGHT r RECE56ED W Q CAN I CFM PER VENT. FAN 5Q. FT. VENT. FAN 1 CFM PER W/LIGHT 50. FT. 2' LIGHT STRIP 4' LIGHT STRIP r� 4' RECESSED FLUORESCENT 2-5UL5 WRAP I� LIGHT AROUND _ 2' FLUORESCENT *FLUORESCENT I-o--n--�--p-� Il��LL11 4' TRACK LIGHT PANEL METER SMOKE MATT.15ACK-UP (� DETECTOR W/ HARDWIRE INTER_ 5ATT. 13ACK-010 CARBON W/ HARDWIRE I Q MONOXIDE/ CONNECTED S/CO SMOKE DETECTOR SHALL DE A COMBO DISTANCE OF NOT z LESS THEN 4" FROM WALL z PENDANT LIGHT TELEPHONE; JACK WATER HEAT. WH DISCONNECT AIR. COND. DISCONNECT TELEvIS ION El JACK GAS OUTLETOUTLET CEILING I=AN/LIGHT CEILING BOX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR � INSPECTION FLOOD LIGHT � OPTIONAL KP SECURITY KEYPAD • PUSH— FOR BUTTON CHIMES NOTES: * LOCATION OF TV JACKS 4 PHONE OUTLETS s FANS TO 5E VERIFIED ow HOMEOWNER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI 4D ISLAND (NOT ON KITCHEN CIRCUIT) * D15HLUA5HER DISCONNECT TO BE LOCKOUT IN PANEL * BATHROOM EXAU5T FAN To HAVE MIN. CAPACITY OF 50 CFM INTERMITTENTIFBC 2001,RESIDENTIAL CODE TABLE M15063) * LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL BE NON METALLIC CABLE A5 NE.C. 2008 ARTICLE 300.(5) (2) * ALL RECEPTACLES To BE TAMPER- RESISTANT TYPE I SECOND FLOOR ELECTRICAL FLAN I A R C H !T E C T ADesign roup inc. 1441 N. RONALD REAGAN E LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 wvvw.abdesigngroup.cor AA #: 0003325 SvsDIV. & LOT: TUS C A SOUTH LOT #S PH2 PROJECT# 02108.008 MO DEL: "2408" GARAGE SWING: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA SLI g'j' 2 0,J1 JAMES CANTWELL ARis 12079 DA7 08/29/11 SCALE: 1/4"=1'-0" W tu I— y O U W W Q N Q Z E•, (� LU Q z z z A � � 0 ti SvsDIV. & LOT: TUS C A SOUTH LOT #S PH2 PROJECT# 02108.008 MO DEL: "2408" GARAGE SWING: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA SLI g'j' 2 0,J1 JAMES CANTWELL ARis 12079 DA7 08/29/11 SCALE: 1/4"=1'-0" HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIRMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB & MASTIC. AND INSTALLED AS PER 2007 FLORIDA MECHANICAL BLDG. CODE SECTION 603 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA 90A 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET. 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF,SMOOTH GALV. METAL OR OTHER MATERIALS AS PER 2007 FLORIDA MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO 2007 FLORIDA MECHANICAL CODE 603.1 7. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH 2007 FLORIDA MECHANICAL CODE SECTION 403 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND 2007 FLORIDA MECHANICAL CODE SECTION 607 10, GRILLS AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER — — — — — — — PAS WN/DRAINS -- -- — — — — ATTIC OE '1 CEILING y 1 PLENUM — AIR AIR I 1 12X8 12X8 SUPPLY RETURN 0 8' EXTERIOR WALL 1 I - —`JL AIR 0 1 I1 11 HANDLER SUCTION AND LIQUID 8 y REFRIGERANT LINES Aux. Drain Line I — 14x14 EVAP.TRAYI - - w 3/4" PVC CONDENSATE DRAIN LINE i I II g PLATFORM RETURN 8X4 4 4'� 1 — REFRIGERANT LINES TO CONDENSING UNIT I 1 TRAP DRAIN LINE AND TERMINATE IN i — + 8X4 �� ——_ A APROVED DRAIN AS PER FLORIDA MECHANICAL i — EXH. FAN ' 1 r fi V.T.R. BLDG. CODE 2007,307.2.1.1c5 1 1 1 1 0CFM — — — L- J LEGEND 8" ® SUPPLY AIR DIFFUSER -0 w p RETURN AIR GRILL A C 1 1 ® SECURE STRAP TO UNIT SIMPSON WB / ® SIDE-WALL OR 1 WAY DIFFUSER CONC. W/ (2)-3/16"XT' RO L STRAP I I 12X8 SOLID LINE= SUPPLY TRUNK TAP -CONS 1 — — BROKEN LINE= RETURN TRUNK 1 SECURE STRAP TO BALANCING DAMPER OR OBD CONIC. SLAB UNIT W/ (2) #8x1 1/4 SHT MTL SCREWS CEILING EXHAUST FAN O/A OUTSIDE AIR "► CONNECTION "'► j'� © THERMOSTAT AIC V O N N E VT I O N ® PASS THROUGH AIR GRILL PT TO P /iA C� DETAIL — — I II II COUNTERSUNK 1'-6" ■ C.O. PLUG - - FIN. GRADE SEE SPEC. OR PAVING FIN. FLOOR- SCORIATED OR WALL _ NICKEL CID 1'-8"x8" CON -----------..-._------- BRONZE FL. C. • PL. FITTING OR FIRST FLOOR MECHANICAL PLAN - ALL ELEV BRASS ING OR EXTENSION TO =7 EXTENSION TO _ SOIL OR WASTE AS SOIL OR WASTE PLUG I IREQUIRED 1 I AS REQUIRED INSIDE CAULK l 1 I 1 - WADE 8240-K JOSAM 56000 _ SERIES NICKEL BRASS TOP P.V.C.OPTUSPEC. Y IIl 111 J� _ INV SEE II � III 7 SITE PLAN Y 1111 ,i JV �{ --�1�--------V1--� INV. SEE _ Y SITE PLAN I FLOOR SLAB CLEANOUT TYP.t� EXT. GROUND CLEAN-OUT TYP. A R C H I T E C T S /Design Group, nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W 3 W Q w' z E, O � Lill tLlz o z A N tu SU'BDIV. & L07 TUS C A S 0 UTI LOT #8 PH2 PROZECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN ARCHITECT STATE OF FLORIDA At 20:1 DALE: 08/29/11 SCALR: 1/4"=l' -O" SHEET 10 OF,0 A R C H! T E C T S N. RONALD REAGAN E -ONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 ww.abdesigngrou p.con AA #: 0003325 SU DIV. & LOT: TUS C A SOUTH LOT #8 PH2 PROJECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN mmm000 ARCHITECT - STATE OF FLORIDA JAME CANTWELL A No 12C I)AT : 98/29/11 :SCALE: 1/4"=l'—O" SHEET 11 or2C W ua w � � O w w p p to �r w � 0 z O 6) tu 44 (P c dl 0 � SU DIV. & LOT: TUS C A SOUTH LOT #8 PH2 PROJECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN mmm000 ARCHITECT - STATE OF FLORIDA JAME CANTWELL A No 12C I)AT : 98/29/11 :SCALE: 1/4"=l'—O" SHEET 11 or2C R C H IT E C TS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 h W w � �. two b Q -j z lilt z q U l.l.l h (P A � SU133DIV. & IAT: TUS C A SOUTH LOT #8 PH2 PROJECT# 02108.008 MODEL: "2408" GARAGE S W 139G-. LEFT PAGE: CABINET LAYOUTS F CHITECT- of FLORIDA DATE: 08/29/11 scAZE: 1/4"=1'-4" :SHEET 12 QF/ J !U "$ REBAR VERTICALLY W/ CONC. FOUR CELL R-4.2 INSULATION TEXTURED FINISH i 9' CMU n 1/2' GYP. LUL. LSD. WOOD BASE A. O I io 4' CONC., REINR W/ b'xb' "10 WLLM OR FIBER IESH ON 6 -MIL POLY 4°•� ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATMENT SHALL BE MORA -CARE i' 4' ON 4' 1_4Y (2) 08 REBAR ON CHAIRS 1 -STORY FOOTING 1 W BLOCK WALL SCALE= 1/2'.11_0' GRAPE r ETHYLENE VAPOR BARRIER ON WELLgL,qq-COOMMPttAC�TT..�E,gqLDLCLL�EAgN TERMITE T ATREL:N SOhI CHAIRS ORA -CARE 4 THICKEN EDGE SCALE= m • a ' A ' ts 4' CONC, REINF, W/ 6'x6' 010 WWM OR FIBMRM95W ON 6 -MIL POLY ETHYENE VAPOR BAIER ON 4' 4' WELLLCOMPACTTEP CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE GARAGE STEP- UP r� NON-BEARING SCALE: 1/2'=11_0' 4q . a ° 4' CONC, REIN- W/ 6'x6' 610 WW tl OR ° FIBERMESH ON b -MIL POLY ETHYLENE VAPOR BARRIER ON F WELL -COMPACTED CLEAN TERMITE 8' 4.ev4TREATEMENT SHALL BE BORA-CARE 2-0 'S REBAR ON CHAIRS � CONCRETE PAD POURED LINTEL CONT. (TYPJ ;r B' CMU FILLED CELL (TYP-) 2X WALL FRAMING l4),�'Xi' ANCHOR BOLTS or (4)h'Xl' J -BOLTS MIN. $' EM15EPMENT W/ 2"x2'xl/8" WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 5 BLOCK WALL CONNECTION SCALE: 1/2' -l' -O' ' (1) "$ REBAR SET IN SIMP80N HIGH STRENGTH EPDXY 7' EMBED. MIN. E RENR W/ b'xb' "10 IJAM OR d' a FIBERMESH ON (P -MIL POLY a i "aw ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TER'11TE TREATEMENT SHALL BE BORA-CARE TYP. RETROFIT FOR A OMITTED DOWELS SCALE: 1/2'-11_0' SECURE 5T. PLATE TO BLK W/ i' ANCHOR BOLT W/ 2' WASHER SET IN SIMP80N HIGH STRENGTH EPDXY '1' EMBED. MIN. A 32' OC MAX. o .0 • 4' cONc., REIN. W/ wxw 610 WWM OR FIBERMESH ON 6 --MIL POLY M ETHYLENE VAPOR 15ARRIER ON TL m U TE 4" g' {+ TREWELATEMEN_OMT &I-IADLL BE MORCLEAN A -CARE (2) 63 REBAR ON CHAIRS 1 -STORY FOOTING � AT L.B.W. W UPLIFT SCALE: 0 ip 4' GONG., REIN. W/ b'xb' "l0 WWM OR FIBERMESH ON 6 -MIL POLY F STUDS 16' O.G. MAX 5 W' 6 HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ }' ANCHOR BOLT W/ 2' WASHER SET IN W SIMPSON W1014 STRENGTH EPDXY T' EMBED. MIN. * 32" OC MAX. 4' CONC, REINF. W/ b'xb' "10 IM OR FIBERMESH ON 6 -MIL POLY z ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE m U 4' &' 4' 4' TREATEMENT SHALL BE PSORA -CARE 1 -4' (2) "$ REBAR ON CHAIRS GARAGE STEP—UP 1- STORY L.B.W. SCALE: I/2"-11_01 b' 1" RECESS FDF IS TRACK FIN � FINIbH FLOOR ° 4a 44. .y: O SLAB AT S. G. D. SCALE= a CAULK AND SEAL GAS LINE 1 J' Pvc SLEEVE FOR GAS LINE a, CMu DRYWALL WOOD EASE o u c •.s SECURE 13T. PLATE TO SLA15 W/ i' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 7' EMBED. MIN. 6 32' OC MAX. ,a upd 4.. 4` CONC, REINF. W/ 6'xb' 010 WWM OR FIBERMESH ON 6 -MIL POLY .. pi ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE 4' 1'-0' TREATEMENt SHALL BE FSORA-CARE (3) "B REPAIR ON CHAIRS 11-8, 2—STORY FOOTING AT L. B. W. SCALE: 1/2"=1'-@' SECURE BT. PLATE TO SLAB W! 10d CUT NAILS/ MASONRY NAIL • 32' O.C. MAX 4' CONC, RE7F . :" ..' .. INF. W/ &'xb' "10 WWM OR FIBERME8H ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON TL 4' S' 4' TREATEMENPT SHALL BE BORA-CAREACTED CLEAN TERMITE (2) 03 REMAR ON CHAIRS 1—STORY FOOTING AT L. B. W, ( W/ NO—UPLIFT) i�..L.a BCALE:1/1'.11_01 $ 1/1' A HEAL? OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/` 11-1 ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY i' EXTENDED SLAB 1 1/2" CURD HEIGHT VARIES EMBED. MIN. 0 32' OC MAX. 1/2' RECESS FOR SERVICE DR (L � :'K a• ay„ * 4' LONG, RENF. W/ 6'xb' "10 WUM OR ip a7RSATEMENT ' CONC, REIN. W/ b'xb' "10 WIUM OR � n FIBERME%4 ON b -MIL POLY ! � q ° • a..e IBERME&H ON 6 -MIL POLY W z lU ETHYLENE VAPOR BARRIER ON THYLENE VAPOR BARRIER ON EWEI-I.:-COMPACTED CLEAN TERMITE ELL -COMPACTED CLEAN TERMITE 4' b' 6' 4" TREATEMENT SHALL BE BORA-CARE SHALL BE ESORA-CARE (3) "5 RFBAR ON CHAIRS 2) "$ REBAR ON CHAIRS i in GARAGE STEP—UP SLAB AT GARAGE L.B.W. SERVICE DOOR A—STORY SCALE: — RECESS FOR GARAGE POOR 4" CONC, REIN. W/ 6'xb' "10 W11" OR FIDERMESH ON b -MIL POLY ETHYLENE VAPOR BARRIER ON WELL-COMPACTEP CLEAN TER11TE TREATEMENT &HALL BE BORA-CARE (1)'5 REDAR ON CHAIRS �� GARAGE DOOR FOOTING SCALE: 1/2'=II_0Y 12 NOT USED TEXTURED FINISH R-11 INSULATION MIN. STUDS Ib' D.C. MAX 1/2' GYP. WL. BD. WOOD CASE ECURE BT. PLATE TO BLK W/ ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY V p EMBED. MIN. 32" OC MAX. 4' CONC., REIN. W/ b"x&' +90 WWM OR FIBERMESH ON 6 -MIL POLY �a ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE PSORA -CARE JY S' YAY m �T 1'-4, (2) 03 REBAR ON CHAIRS 1—STORY FOOTING W FRAME WALL SCALE= V2".II_0Y ll) "$ REBAR VERTICALLY W/ CONC, POUR CELL ZFl�' a' CMu r � m CURS HEIGHT VARIES E .4 4' CONC., REIN. W/ 6'xb' 010 WWM OR FIBERMESH ON 6 -MIL POLY + ETHYLENE VAPOR BARRIER ON ° WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE 4' S' 4' (2) "$ REBAR ON CHAIRS � O II_41 U 1—STORY FOOTING 8 AT GARAGE SCALE= (1) 03 REBAR VERTICALLY W/ GONG. POUR CELL R-4.2 INSULATION TEXTURED FINISH 8" CMu 1/2' GYP. WL- W. WOOD BASE O I I° 4' CONC., REIN. Wl 6'x6' 010 UW OR ° FIBERMESH ON 6 -MIL POLY a ETHYLENE vAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE [4\ TREATEMEN T SHALL BE BORA-CARE E (3) "$ REBAR ON CHAIRS � O 41 b1 b1 Y 11_8' 2- STORY FOOTING g�Y_L BLOCK WALL SCALE: '=1'-0" TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ S' HOOK GROUTED BOND BEAM VARIES PER ELE' LA 4 5 •` ° 2-';'i, EBAR ON CHAIRS a6 1 GAS LINE THRU BLOCK (-STORY a SCALE= 1'=1'-0' !3) "$ REBAR ON CHAIR& 16 (I) 05 REBAR VERTICALLY W/ CONC. POUR CELL o' . R-42 INSULATION a` r a' CMU 1/2' GYP. WL. BD. z WOOD BABE I CLEANOUT REQUIRED rL 4' CONC., REINF- W1 6'xb' 010 WWM OR '� " FOR NSPECTION -r FIBERME°SW ON b -MIL POLY z 4,.•°' N y ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE a a °.. I•'° O TREATED FILL ! t A. a 01-0' FIN. FLR. (2) 03 REBAR ® 1 -STORY Z ° (3)+5 REBAR a 2 -STORY (1) "3 vERT. DOWEL i . ° '°4 .4 • ,' ° e TIE VERTICAL REBAR e LAPPED W/ BOND BEAM ep e ' VC CHASE TARU FOOTING ° ' • : a 6PTO HORIZATIONAL 4 e: 4' OUTSIDE REBAR TO BE (1) "5 REBAR AT CORNERS ! ° REBAR W/ a HOOK A.r� 4-,+�. = ' 4T. Pte• , o a CONTINUOUS W/ 28' LAP MIN. a, A".... �... .. •. •e. • a" a :' E Ilk 1 -STORY E U 4' 8" 4' (2) S REBAR ON CHAIRS in 2 -STORY 4'' '•''° a 1 • . r ' . 114 2-STORY (3) 03 REBAR ON CHAIRS 2'-1' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL REBAR LAP AT FOOTING c AT LINTEL CORNERS W BLOCK WALL E REINFORCING SCALE= I/1'-1'-0' SCALE: 1/2'=1'-2+' UDSCALE: I/2" -I'-0' SCALE. 1/2`=1'-0' ALL ]EXTERIO ]CZ ]F'O0 7]ER A'T PINI H LAB' '7C'Ca ]E-3]� MI1�T. 12 �ELO W I T]L'�TDI '7C'I TR13 S OIL 0 TEXTURED FINISH R-11 INSULATION MIN STUDS Ib' A.G. MAX 1/2' GYP. WL. W. WOOF BASE SECURE By. PLATE TO BLK WF" ANCHOR BOLT W/ 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 7" p EMBED. MIN. w 32' Or, MAX. d° 4 A a a a 4' CONC., REIN. W/ b'xb' *10 WWM OR ' FIBERMESH ON 6 -MIL POLY ° ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TT AtEMENt SHALL 15E BORA-CARE O 41 by by Aii, $ 1 (3) "REBAR ON CHAIRS u 2 -STORY FOOTING A W FRAME WALL SCALE: ' (1) 05 REBAR VERTICALLY W/ CONC. POUR CELL 8' CMU CURB HEIGHT VARIES Q 4' CONC, RE INF. W/ b'x&' 010 WWM OR J FIBERMESH ON (P -MIL POLY ]_ ETHYLENE VAPOR BARRIER ON WIELL-COMPACTED CLEAN TETE 0 TREATEMENT 814ALLL BE 1'3ORA-CARE V> E ' ` (3) +6 REBAR ON CHAIRS . L 4' E m U 2—STORY FOOTING A A/T- GARAGE SCALE: 1/ML II=11-0' 14 NOT USED GROUTED BOND BEAM VARIES PER ELEV. a TIE VERTICAL REBAR E °L �TO HORIZATIONAL A. REBAR W/ 8' HOOK VARIE8 PER ELEV. . • a .. rte• a GROUTED BOND BEAM • 4 •° a 4 d,d CLEANOUT REQUIRED FOR INSPECTION z zrL 4 01-0" FIN. FLR. TIE VERTICAL R=EAR ° ' . a', a • TO HORIZATIONAL " REBAR W/ &' HOOK 4.? E i=1 U HORIZONTAL/VERTICAL REINFORCING AT T)3BLEARRING CHANGE BCALE1/2'=1'-6'J' A R C H I T E C T S Design roup G,nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SIUI3DIV. & LOT; TUS G A SOUTH LOT #8 PH2 PROJECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT STATE OF FLORIDA 0 2"ii1 JAM C)NNTWELL AlNO T2079 PRI T ]DATE: 08 29 11 SCALE: 1/4"=1'-0" w 11-1 w � n � q n � O n � n z N W z lU (V SIUI3DIV. & LOT; TUS G A SOUTH LOT #8 PH2 PROJECT# 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT STATE OF FLORIDA 0 2"ii1 JAM C)NNTWELL AlNO T2079 PRI T ]DATE: 08 29 11 SCALE: 1/4"=1'-0" PANEL ANCHOR LINTEL PLATE 3/5" EXPAN51ON STRIP FREE OF MORTAR SEALANT L INTEL 1 SEALANT TO BE MIN. 11 1/2' DEEP SEE NOTE 1 II EXPANSION STRIP 11 PANEL ANCHOR 1 GLASS BLOCK 4 0 NOTE: THIS DIMEN51ON IS DETERMINED BY THE ANTICIPATED SEALANT DEFLECTION OF TE STRUCTURAL MEM5ER AC-3OVE THE GLASS 15LOCK,. PANEL RE INFORC INCA m EVERY OTHER 3/S -EXPANSION STRIP BED JOINT MUST EXTEND THE FREE OF MORTAR ENTIRE LENGTH OF THE PANEL SUT PANEL ANCHOR NOT ACROSS EXPANSION JOINTS 1 GLASS BLOCK 1 Q POSITION (2) 1-1/4" 6-4 1/4" EXP. BOLT HEX WASHER HEAL WITH TWO PER ANCHOR 9 ANTI -CORROfiIVE COATING TIGHT TO SEND OF ANCHOR AND END OF SLOTTED HOLE Q TYPE S OR N MORTAR 1/4" MIN. I/2" MAX. y PANEL REINFORCING WALL FRAME SHOWN HERE FOR ILLUSTRATIVE PURPOSES MORTAR ONLY, WALL FRAMING CAN BE CONCRETE, MASONRY, WOOD ASPHALT EMULSION STEEL OR ANY OTHEfi? STRUCTURAL SURROUND 1-3/4" X 20 GAUGE X 24' LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR STYLE CONSTRUCTION PANEL ANCHOR DETAIL SECURE 2x6 MIN. TO BLK W! (2)V ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 4" EM5ED. 2X4GABLE ENP TO W/(2)126*EA. UPRIGHT 2X4 SECURED TO © GABLE ENG W/(2)126 ® (01-8" O.C. SECURE 2x4 ON FLAT TO 15LK W/ CUT NAILS. L-306 © SIDES: ® GABLE / BLOCKING 2X6 GARAGE DOOR BUCK W/ l3) TRUSS 2x4 BLOCKING S 'XV J-50LT5 4' EM5EDMENT MIN. * EA. RAFTER W/ 2"X2'XY8 WASHER AND NUT L-30 EA. SPACED EVENLY FROM FLOOR TO RAFTER GARAGE DOOR HDR. IN JOINTS H2.5 EA PRIOR TO FILLING, RAFTER I -2X6 Pt BLOCK* CENTER OF 2x4 RAFTER DOOR HEADER W/(I) VX8' J -BOLTS * 24' O.C. 4' EM5EDMENT W/ 2'X2'5eY$' WA5HER 2x4 AND NUT FRAMING ® (TYP) : GARAGE DOOR BUCK ATTACHMENT SCALE: 112'-1'-0' 8 NOT USED SPARK ARREST 2'-4 I/2' PER MANUFACTURER 1X2 PT. TOP OF BOX -- PBL. TOP PLATE 2x4 STUD II II h II TEXTURED FINISH OVER- PAPi=R BACK EXP. MET. LATH. W/ ON O.S$. SHEATHING OR �" cDx PLYWOOD PRE. ENG. TRUSS 1 A PLAN. VIEW SCALE: I' -0' SIMPSON 14-5 (MIN.)- 2X4 MIND2X4 TO TRUSS PRE. ENG. TRUS5--7 SP4 OR H-5 TOP PLATE TO STUDS 2'-0" ABv. 10'-0' LEVEL TO ROOF `OR 2'-0` A5v. HIGHEST RIDGE WITHIN 10'-0' W SIMPSON H-5 (MIN.) * 2X4 TO TRU55 1 CHIMNEY DETAILS SCALE: 1/2' =1'-0' PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS m 16" P.G. MAX SIMPSON LSTA-12 -s EA, JACK STUD, BOTH SIDE$ OF OPENING. 2x STUD$ 0 16" O.C. MAX W/ SHEATHING, SHEATHING TO BE WITHIN J' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER $PAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY * A TIME. USE 126 NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED $1=4 OR H5 * TOP AND BOTTOM PLATER * EA. FULL LENGTH STUD, 130TH 61 ES OF OPENING, SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK I' -4' MIN. FROM 2ND TYP. EXTERIOR WINDOW/ FLR. LINE` FRAMED OVERHANG rJ. DOOR OPENING WD FRAMED 4 NAIUNQ SC�HEC:►ULE ROOF 'DIAPHRAGM USE 1116' O.S.B. OR 1/2" CDX PLY WITH 48 RING SHANK GUN NAILS AT 4" O.C. At SUPPORTED PANEL EDGES AND *S RING SHANK GUN NAILS AT 6'0.r-. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GAe3LE END FRAME USE *S GUN NAILS * 4' O.C. EXTERIOR SHEATHING USE 1/16' 0.5.8. OR 1/2" PLY WITH *S RING SHANK GUN NAILS AT 6" O.C. AT PANEL 5IDE5 AND 05 RING SHANK GUN NAILS 4" O.C. TOP 4 BOTTOM 2X4 DBL TOP PLATE PANEL AND *S RING SHANK GUN NAILS AT 6" O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. 2x4 METAL STUD NOTE; RING SHANK GUN NAILS SHALL BE PERMITTED AS AN 24' O.C. ACCEPTABLE FASTENER FROM ANY MANUFACTURER. 1/2" DRY WALL NAIL RE QU I REM ENT5 2X4 16' O.C. MAX 2X4 PT. 5T. PLATE SIZE HEAD LENGTH DIA. TENSILE STIR 8d ROUND'MODIFIED 1 -1/S' .113 1`10,000 OR T 2' DIA. WASHER ,rs 32' O.C. MAX 10d ROUND) IODIFIED 21/5, .128 1"10,000 3. 76. TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER OR T TOP CORD 5LOCKING AT 4' ;t O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. SECURE 2x TO BLOCK W/ (2) a" TAPCONS OR DRIVE PIN (MIN SHANK 51ZE .145) (MIN EMBED. I J') WITHIN S' OF EACH END AND IS' O.G. MAX 9 SPACING. " 0.$.5. SHEATHING OR—''' CDX PLYWOOD 2x4 BLOCKS ' CMU WALL 6 ARCH WINDOW FRAME A SECTION SCALE: 1/2'-1'-0' I V0TE : TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (0.5,5. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT * OPENINGS 08 RING SHANK GUN NAILS m 4'0.C. TOP 4 50TTOM EDGER 1/2' A15 W/ NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS a , MIN. T' EMBEDMENT W STAPLE, NAIL d COOL ASSOCIATION I. 0.113 INCH NOMINAL SHANK DIAMEER TROOF SHEATHING � s 2' DIA. WASHER ,rs 32' O.C. MAX 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER wt, *5 RE5AR CONT. 3. 76. TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 11.1 z 5. 2 INCH NAIL LENGTH WOOD FRAME TO BLK. SCALE: 1/2'=i'-0' OOF SHEATHING LAYOUT I ANF -1) 5RAC INCA BUILDING LENGTH � FOR G 45LE ENE) FR,4MINC; O SECURE 2x TO BLOCK W/ (2) a" TAPCONS OR DRIVE PIN (MIN SHANK 51ZE .145) (MIN EMBED. I J') WITHIN S' OF EACH END AND IS' O.G. MAX 9 SPACING. " 0.$.5. SHEATHING OR—''' CDX PLYWOOD 2x4 BLOCKS ' CMU WALL 6 ARCH WINDOW FRAME A SECTION SCALE: 1/2'-1'-0' I V0TE : TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (0.5,5. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT * OPENINGS 08 RING SHANK GUN NAILS m 4'0.C. TOP 4 50TTOM EDGER 0 W 11.1 z Im 9 PRE tRUS 1/1611 2X4 BTM. PLA' 321, C PRE.�• , ,,, ,..�, TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16" O.G. 1/2' A$. W/ MIN. -I' EMBEDMENT LOCATE 6'-5' FROM ENDS AND 32" O.C. MAX. TEXTURED FINISH META -16 8" CMU WALL KNEE WALL DETAIL TO BLOCK SCALE: I/2" ■ I' -0" 2X4X4' SECURE TO TRUSS W/ 3-126 6`-S" O.G. MAX TYP. 2X4 SECURE TO 2X4 5LK W/2 -12d SECURE TO BLK W/ META -16 2'-0 EXTENSION SCALE: 1/2"= I'-0' S RING SHANK GUN NAILS * 6' O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.S. TO BE STRUCTURAL GRADE) *S 2' DECK SCREWS a 6'-8' O.C. MAX r * EDGES 4 12' O.G. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T 4 SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS °.I a R C H IT E C TS orurou p Inc. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 ® m PRE -ENG. TRUSS--" D5L. 2X TOP PLATE 11/16' O.S.B. 2X BLOCKING TOP OF "7/1611 O.S.B. 2X STUDS 16" O.C. MAX. 2X BTM. PLATE 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS 2X4 6 TOP 4 BOTTOM CONT. HETA-16 BLK. WALL CONTINUOUS SHEATHING TO BEGIN AT TOP OF !'SLK, W/ 1/4' GAP FROM BLK. TO O.S.B. O HORIZONTAL 2X 5.PF. STRUCTURAL BLOCKING AT PERIMETER OF 0.3.5, TO PROVIDE CONT. NAIL PATTERN REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING m TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW INSTALL ALL SHEET5 W/FACE GRAIN PARALLEL TO STUDS 11 EXT' WALL SHEATHING SCALE: 1/21=11-01 SVHDIV. & LOT: TUS C A SOUTH LOT �8 PH2 PROJECT 02108.008 MODEL: "2498" G.&RAGE SWING: LEFT PAGE: mist. DETAILS ARCHITECT= STATE OF FLORIDA t11 9 20 r DAA: 08/29/11 SCALE: 1/4"=1'-0" SHEET D2 o3EP�� W 11.1 O LuJU O > o o z x ? O q N 121.1 ® m PRE -ENG. TRUSS--" D5L. 2X TOP PLATE 11/16' O.S.B. 2X BLOCKING TOP OF "7/1611 O.S.B. 2X STUDS 16" O.C. MAX. 2X BTM. PLATE 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS 2X4 6 TOP 4 BOTTOM CONT. HETA-16 BLK. WALL CONTINUOUS SHEATHING TO BEGIN AT TOP OF !'SLK, W/ 1/4' GAP FROM BLK. TO O.S.B. O HORIZONTAL 2X 5.PF. STRUCTURAL BLOCKING AT PERIMETER OF 0.3.5, TO PROVIDE CONT. NAIL PATTERN REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING m TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW INSTALL ALL SHEET5 W/FACE GRAIN PARALLEL TO STUDS 11 EXT' WALL SHEATHING SCALE: 1/21=11-01 SVHDIV. & LOT: TUS C A SOUTH LOT �8 PH2 PROJECT 02108.008 MODEL: "2498" G.&RAGE SWING: LEFT PAGE: mist. DETAILS ARCHITECT= STATE OF FLORIDA t11 9 20 r DAA: 08/29/11 SCALE: 1/4"=1'-0" SHEET D2 o3EP�� F18ERGLASS SHINGLES 2x4 BLOCKING BETWEEN 2x4 BLOGKINC� BETWEEN OVER #1, FELT PAPER ON FIBERGLASS SHINGLES TRUSSES AT F=IRST TWO BAYS O.S.B. SHEATHING OR TRU55E5 AT FIR.5T TWO 5AY5 OVER #15 FELT PAPER ON 4'-0" O.C. (AT SHEATHING CDX PL"I'WOOD SECURED 4'-0" O.C. CAT SHEATHING O.S.B. SHEATHING OR _ SEAMS) SEAMS) PER NAILING SCHEDULE CDX PLYWOOD SECURED PRE -ENG GA3LE TRUSS PRE -ENG GABLE TRUSS PER NAILING SCHEDULE P.T. 1x2 W/ MTL. DRIP EDGE 2x4 NAILER MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED W/ (2) : FIBERGLA55 SHINGLES 2x4 5U8-5AND 12d'S EACH TRUSS OVER #I� FELT PAPER ON CONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND TO BE INSTALLED -s MID. POINT OF ALUM. SOFFIT W/ (2) 12d's el EACH TRUSS �61" O.S.B. SHEATHING OR I" ALUM. SOFFIT TRUSS SPAN, OR 101-0" O.G. MAX. CC�X PLYWOOD SECURED BTIFF8,4GK AT ALL UPRIGHTS TO BE INST,4,LLEi� � MID. OVER 4'-10" NIGH (SEE POINT OF TRUSS SPAN OR 5TIFF5ACK AT ALL SEE ENERGY CODE FORMS PER NAILING SCHEDULE SEALED ENG. FOR SIZE 4 10'-0" O_C_ MAX. UPRIGHTS OVER 4'-10" FOR INSULATION R-vALUES. CONDITION.) HIGH (SEE SEALED ENG, SEE ENERGY CODE FORMS all Gypsum BOAP,D OR PRE -ENG TRUSS SEE ENERGY CODE FORMS 111 FOR SIZE 4 CONDITION.) HIGH STRENGTH CLCD_ O.S.B. SHEATHING OR FOR INSULATION R-V,4LUE8. FOR INSULATION R-vALUE5. O.S.B. SHEATHING OR X11 8014RD MTL DRIP EDGE CDX PLYWOOD. ATTACHED X11 GYPSUM BOARD OR CDX PLYWOOD. ATTACHED 2x4 NAIL' �11 GYPSUM 30ARD Ohm. �° HIGH PER NAILING SCHEDULE ON.:•HIGH STRENGTH CLCD. PEfi� NAILING SCHEDULE ON 4a• 2x4 SUB -BAND STRENGTH CLG. BOARD SHEET D BOARD SHEET D5 2x4 w 24" O.C. e INTERIOR VENTED ALUM. SOFFIT CONC. FILLED LINTEL BLKKNEE WALL "1/$° THICK 3 COAT CEMENT GONG_ FILLED LINTEL 5L< W/ (I) 1*5 REBAR CONTINUOUSTHICK, 3 GOAT CEMENT PLASTER OVER GRADE W/ (1) i�EBAR CONTINUOUS LONG. FILLED LINTEL BLK PRECAST LINTEL "D" FELL PAPER �3AGK PLASTER OVER GRADE 1'D" FELT PAPER BACK W/ (1) #0,'? REBAR CONTINUOUS EMBED. STRAP VERIFY W/ 4 R-4.2 BATT. fNSUL. TRU85 PLAN R-4.2 BATT. INSUL. METAL. LATH OVER. METAL LATH OVER ,APPROVED HOUSE WRAP PRECAST LINTEL APPROVED HOUSE WRAP OR GRADS 11D1' FELT PREC,45T LINTEL WINDOW ATTACHMENT AS --- WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT ,45 ""THICK, 2 GOAT GEMENT PER MANUFACTURES PAPERPER MANUFACTURES PAPER PER MANUFACTURES PLASTER APPLIED SPECIFICATIONS WEEP 5CREED SPECIFICATIONS WEEP SCREED SPECIFICATIONS DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL 2) PRECAST SILL (SEE DETAIL 2) rte ----PRECAST SILL (1) #S REBAR VERTICALLY SECURE GABLE TO 2x6 P.T. (1) #ro REBAR VERTICALLY SECURE GABLE TO 2x(o P.T. (1) #3 REBAR VERTICALLY W/ CONC. POUR CELL PLATE W/ 126's 8 O.G. MAX W/ CONC. POUR CELL PLATE W/ 12d's 811 O.G. MAX W1 CONIC, POUR CELL 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO II 1x2 P.T. FURRING STRIPS SECURE 2x( PT. PLATE TO II 1x2 P.T. PURRING 5TRII 5 ZE leo" O.G. BLK W/ x9 ANCHOR BOLT W/ 1�" O.C. LK W/ Jx9 ANCHOR 5OLT W/ O.C. Il all CMU 2" WASHER SET IN SIMPSON all CMU 2" WASHER SET IN SIMPSON -------- S" Gr'IU rHIGH STRENGTH EPDXY I HIGH STRENGTH EPDXY 7" 1/2 GYP, WL. BD. EMBED. MIN. 32° OC MAX. 1/211 GYP. WL. BD. EMBED. MIN. 32 OC MAX. 1/2 GYP. WL, BD. WOOD BASE WOOD BASE WOOD BASE ?THICK, 2 COAT CEMENT aa. _-A "THICK, 2 COAT CEMENT �a :IN IN PLASTER APPLIED PLASTER APPLIED a. Ia. d a. a a DIRECTLY td MASONRY ® a , DIRECTLY TO MASONRY n a a� r1 a a� 4r 1 -STORY GABLE 1 -STORY 1 -STORY GABLE W/ VAULT CLG. B LU C K WALL ® BLOCK WALL Lo WALL SICALE: 3/4" =1' -0" � l � SCALE. 3/4" =1' -;?�" P��5CALCE! 4" 2X4: ® 2X4: ® 2X4: CM SECURE TO BLOCK WJ '{6" SECURE TO BLOCK WJ W "' SECURE TO BLOCK W/Y4' TAPCON5 OR DRIVE PIN TAPCON5 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 N MIN. HEAP SIZE 300 MIN. EM5EDMENT iv) MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1%4') WITHIN S' OF EACH END 4 WITHIN 5" OF EACH END 4 WITHIN 5' OF EACH END 4 IS' O.C. MAX SPACING. 15" O.G. MAX SPACING. IVO.C. MAX SPACING. 5' CMU 2X6: CM 2X6: CE91 2X(o: Y' DRYWALL SECURE TO BLOCK W/2- NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-14 SECURE TO BLOCK W/1-1/4' NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN TH ON OUTSIDE 4 SECURED 1"X4' OR I"X2" P.T. NAILER (MIN. 8h4ANK SIZE .145 THROUGH NON-57RUCTURAL (MIN. SWANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK 51ZE .145 F1 THROUGH NON 1x4 P.T.. A /4'X4" MIN. SECURE MIN. HEAD SIZE30 .0 3 Y4 /ib' TAPCON MIN. 1-' MIN. HEAD SIZE _S00 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 EM TAPGON MI STRUCTURAL N. I Y4" THRU F=RAME 4 EXTEND I Ya" MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4") 3,(&' TAPCON MIN. 144' MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK. INTO BLOCK W/ 3/(e' TAPCONS WITHIN S' OF EACH END 4WITHIN 5' OF EACH END 4 EMBEDMENT INTO BLOCK. WITHIN 5' OF EACH END 4 1/1(0,, O.S.B. OR X11 C.L. OR DRIVE PIN 15' O.G. MAX SPACING. 8 CMU IS" O.C. MAX SPACING. IS' O.G. MAX SPACING. 5' CMU (MIN_ SHANK SIZE .145 Y' DRYWALL s' CMU MEM Y' DRYWALL MIN. HEAD SIZE 300 2k8: 1'X4" OR 1"X21 P.T. NA;LE R 2X5` ® Y` DRYWALL 2X8` , I'X4' OR IVX2' P.T. NAILER TYvEK BU ILD ING WRAP El MIN. EMBEDMENT 1-Y4' SECURE TO BLOCK W/2-3%&' SECURE TCO BLOCK W/2 -3/f,&', , , , SECURE TO BLOCK W/1 -I14 WITHIN 5' OF EACH END 4 16' TAPCONS OR DRIVE PIN �' O.S.B. X 4' MIN. TAPCONS OR DRIVE PIN 1X4 OR 1X2 P.T. NAILER TAPCONS OR DRIVE PIN %.' 0.5.5. X 4' MIN. PAPER BACK O.G. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK 51ZE .145 1D MTL. L,4TH DOOR CASING MIN. HEAD SIZE .30® DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 �_ DOOR JAMA OR WINDOW MIN. HEAD 51ZE 300 DOOR CASING COALY , MIN. EMBEDMENT 1 Y4) ATTACHMIN. EMBEDMENT 1 Y4 J MIN. EMBEDMENT 1 Y4, 1 DOOR JAMB OR WINDOW n DOOR JAMS OR WINDOW WITHIN S' OF EACH END 4 MANUFACTURES TO 2X PER WITHIN 5' OF EACH END 4 ATTACH TO 2X PER WITHIN 5' OF EACH END 4 ATTACH TO 2X PER TEXTURED ATTACH TO 2X PER 1S' O.G. MAX SPACING. MANUFACTURES DETAILS. 15" O.G. MAX SPACING. MANUFACTURES DETAILS. 15' O.C. MAX SPACING. MANUFACTURES DETAILS. ��r-IN16H,w WOOD MANUFACTURES DETAILS. WOOD WEEP SCREED NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )/49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMES (DO NOT EXCEED Y4") CONSTRUGt f ON 7f " DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/1,6 DOOR JAMB TO BLOCK +3 DOOR JAMB TO BLOCK +3—'7/18 A. WINDOW TO BLOCK +3 4 OR +5 4 WINDOW TO BLOCK +1-15 16 WINDOW TO BLOCK +3 WINDOW TO BLOCK +3-7/16 j• ' 1 I 1 1 I 1 II 1 1 11- 1 1 A SCALE: I'm I -m `' SCALE: I I -0 L SCALE: 1 ■ 1 -O `-� SCALE: I -1 -0 Q.. 2X4: ® 2X4: ® 2X4: ® 2X4: 811 C1„IU SECURE TO BLOCK W/ SECURE TO BLOCK WJ 34" SECURE TO BLOCK W/ Wt.' 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 FIN18H e MASONRY MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT I Y4') MIN. EMBEDMENT I Y4') MIN. EMBEDMENT 1 Y4') WITHIN 5' OF EACH END 4 WITHIN 8' OF EACH END 4 WITHIN 5' OF EACH END 4 NOTE: STRUCTURAL 2X MUST WITHIN 5' OF EACH END 4 1S' O.G. MAX SPACING. IS' O.C. MAX SPACING. 15" O.G. MAX SPACING. BE ON OUTSIDE 4 SECURED 18' O.G. MAX SPACING. THROUGH NON-STRUCTURAL 2X6: ® 2X6: CEM 2X6: ® %6' TAPCON MIN. 1Y4" 2X6: SECURE TO BLOCK W/2 -N&' SECURE TO BLOCK W/2-%' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK WEMBEDMENT INTO BLOCK. SECURE TO BLOCK W/1-1/4" TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 S' CMU (MIN. SHANK :SIZE .145 BE ON OUT5IDE 4 SECURED WEEP SCREED MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 %6' TAPCON MIN. I Y4" MIN. HEAD SIZE .300 Y' DRYWALL MIN. HEAD SIZE 300 THROUGH NON-5TRUGTURAL MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT I Y4') EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4') I'X4' OR I'x2" P.T. NAILER MIN. EME3EDMENT 1 Y4`) %&' TAPCON MIN, 1-)/4" WITHIN S' OF EACH END 4 WITHIN S' OF EACH END 4 T 2" P 1" " 'X4OR X . . WITHIN S' OF EACH END 4 WITHIN 5' OF EACH END 4 EMBEDMENT INTO BLOCK. DETAIL CabWOOD T 0 15' O.C. MAX SPACING. 8" CMU 1S' O.C. MAX SPACING. 5, CMU 15" O.C. MAX SPACING. 2ND 2X SECURE TO I5' O.C. MAX SPACING. Y' DRYWALL STRUCTURAL MEMBER W/(2)12d s, CMU BLOCK CONNECTION 2X&W/2-%'YMCI" DRYWALL SEC I"X4' OR 1"X2" P.T. NAILER 2X5: ® WITHIN 5" OF EACH END 4 (o' 2X5: I Y' DRYWALL SECURE TO BLOCK W/2-' NAILER SECURE TO BLOCK W/2 -%'SECURE t0 BLOCK W/2 -3(e' SECURE t0 BLOCK WJ1-I/4 TAPCON5 OR DRIVE PIN 1TAPCON5 OR DRIVE PIN 1' P.T. X 4' MIN. TAPTO S' O.C. MAX CONS OR DRIVE PIN TAPCONS OR DRIVE PIN 1'X4" OR 1"X2" P.T. NAILER SCALE: 1 1/2"=1'-0" (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. MIN. HEAD SIZE 300 MIN. HEAD SIZE .3®0 MIN. HEAP SIZE 300 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW DOOR CASING MIN. EMpEDMENT 1 Y4') MIN. EMBEDMENT I Y4') MIN. EMBEDMENT I Y4') MIN. emBEDMENT I /4'1 ATTACH TO 2X .PER ATTACH TO 2X PER ATTACH TO 2X PER DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8" OF EACH END 4 MANUFACTURES DETAILS. WITHIN 5' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 5' OF EACH END 4 ATTACH TO 2X PER 1S' O.C. MAX SPACING. IS' O.C. MAX SPACING. 1S O.G. MAX SPACING. 15 O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM A3 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM A5 NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4") DOOR JAMB TO BLOCK +1-1/92" 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" (k__ WINDOW TO BLOCK +2 1/4" �j WINDOW TO BLOCK +3 WINDOW TO BLOCK +3 3/4 SCALE: I'=I'-0' SCALE: 1'=1'-0' 1 SCALE. V' -V-0' I ' A R C H I T E C T S '4� / Design I rou ,,c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU39DIY, & IAT TUS C A S 0 UTI LOT #8 PH2 PROJECT# 02108.008 MODEL: 2498�, GARAGE SWING: LEFT PAGE: MO NO LITHR 1 -STORY WALL SECTIONS & NOTES ARCHITECT - STATE OF FLORIDA j 0 1 ` AW NO 12079 J PRI JN DA 08/29/11 SCALE: 1/4"=1'-0" SHEET D�3_) OF -21), w Ju x = a Q w ui Q Q JU z C d •� lu z z U4 q O 0 tu SU39DIY, & IAT TUS C A S 0 UTI LOT #8 PH2 PROJECT# 02108.008 MODEL: 2498�, GARAGE SWING: LEFT PAGE: MO NO LITHR 1 -STORY WALL SECTIONS & NOTES ARCHITECT - STATE OF FLORIDA j 0 1 ` AW NO 12079 J PRI JN DA 08/29/11 SCALE: 1/4"=1'-0" SHEET D�3_) OF -21), FI5ERGLA55 SHINGLES FIBERGLASS SHINGLES OVER #15 FELT PAPER ON 2x4 BLOCKING BETWEEN # OVER 15 FELT PAPER ON rr TRUSSES AT FIRST TWO BAYS 0.5.5. SHEATHING OR i/1Ga 0.5.8. 5HEATHING OR 4'_0" O.C. (AT SHEATHING CDX PLYWOOD SECURED CDX PLYWOOD SECURED PER NAILING SCHEDULE SEAMS) PER NAILING SCHEDULE MTL. DRIP EDGE PRE -ENG GABLE TRU55 PRE -ENG TRUSS 2x4 5U8 -BAND CONT. 2x4 RAT RUN SECURED MTL. DRIP EDGE —�� SEE ENERGY GODS FORM— W/ (2)126',s a EACH TRU55 FOR INSULATION R -VALUES- ALUM. SOFFIT 2x4 5U5-5AND " GYPSUM BOARD OR 5TIFF5ACK AT ALL VENTED ALUM. HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10" 501=FIT BOARD HIGH (SEE SEALED ENG. TWIST STRAP VERIFY W/ FOR SIZE 4 CONDITION) DOUBLE TOP, PLATEETRU55 PLAN SECURE 2x4 PLATE TO SEE ENERGY CODE FORMS 51 3 " O t5 FOR INSULATION R -VALUES - WINDOW HEADER SIZE WALL W/ x�°' THRU- B L VARIES PER WINDOW 32" O.C. MAX THEN OPENING SEE HEADER SECURE GABLE TO 2x4° GYPSUM BOARD OR 2" SPAN CHART FOR PLATE W/ 12d'5 S" O.G. MAX NIGH 5TR'ENGTH CLG. DET,AIL.5 WINDOW ATTACHMENT A5 OR F 0ARD PER MANUFACTURES 0.5.8. SHEATHING OR 2" SPECIFICATIONS SECURE GALE TO DBL DOU�3LE TOP PLATE CDX PLYWOOD, TOP PLATE 'W/ 51MP5ON ATTACHED PER NAILING WINDOW SILL HTC4 a 24 O.C. MAX SCHEDULE ON SHEET D5. 2x STUDS -s I(o" O.C. MAX W/ WINDOOW HEADER 51ZE WINDOW ATTACHMENT A5 R-11 F3AtT. INSUL. MIN. VARIES PERWINDOWPER MANUFACTURER 3/5" THICK SPEC IFICATf ON5 PLASTER OVER GRADE 3" T 4 G SUBFLOOR GLUED -CHART FOR DETAILS WINDOW SILL AND NAILED AS PER "D" FELT PAPER BACK AND 0.5.8. SHEATHING OR 2° 2x 5TUD5 6 16" O.C. MAX W/ METAL LATH OVER NAILING SCHEDULE GDX PLYWOOD. APPROVED HOUSE WRAP ATTACHED PER NAILING R-11 BATT. INSUL. MIN. OR GRADE "D" FELT SCHEDULE ON SHEET D5 T 4 G 5U15FLOOR GLUED PAPER �/8" THICK, 3 COAT CEMENT AND NAILED A5 PER NOTE: SHEATHING MUST PLASTER OVER GRADE NAILING SCHEDULE NOT BREAK 11-011 MIN. I'D" FELT PAPER BACK FROM 2ND FLR LINE METAL LATH OVER PRE -ENG FLOOR TRU55 APPROVED HOU5E WRAP 2x4 CONT. s TOP AND ( INSTALL PER; MFG. SPECS,) BT. OF FLR TRUSS (TOPr. 1°, OR GRADE "D" FELT 2x4 SUPPORTS BT GYPSUM BOA�;D OR 2 PAPER PLATE OF 2ND FLR,8T. HIGH STRENGTH GLC. 2x4 I5 FOR WALL BOARD NOT SHEATHING MUST PRE -ENG FLOOR TRU55 NOT BREAK V-0" MIN, (INSTALL PER MFG. SPECS.)SHEATHING NAILER) GONG. FILLED LINTEL E BLK FROM 2ND FLR LINE GYPSUM BOARD OR 2 W/ (I) #5 REBAR CONTINUOUS HIGH STRENGTH CLG. WEEP SCREED R-4.2 BATT. INSUL. 2x4 CONT. a TOP AND (SEE DETAIL 2A) 5T. OF FLR TRUSS (TOP BOARD EMBED. STRAP VERIFY PRECAST LINTEL 2x4 SUPPORTS BT GONG. FILLED LINTEL BLK W/ TRUSS PLAN WINDOW ATTACHMENT X45 PLATE OF 2ND FLR, BT. W/ (1) #5 R.EBAR CONTINUOUS PER MANUFACTURES 2x4 15 FOR WALL SPECIFICATIONS SHEATHING NAILER) PRECAST LINTEL 2"THICK, 2 GOAT CEMENT PRECAST SILL WINDOW ATTACHMENT A5 PLASTER' APPLIED (1) #5 REBAR VERTICALLY WEEP SCREED PER MANUFACTURER (SEE DETAIL 2A)DIRECTLY TO MASONRY W/ LONG. POUR CELL SPECIFICATIONS 1x2 P.T. FURRING STRIPS PRECAST SILL ��' --�^ �, O.C. EMBED. STRAP VERIFY 1�. (1) REBAR VERTICALLY 2—STORY W/ TRU55 PLAN 8 G1"IU W/ GONG. POUR CELL FIRST FLOOR i •� 1'� GOAT GEMENT f Ix2 P.T. FURRING STRIPS 1/2 GYP. WL. BD. '"THICK, 2 LOCKSECOND WOOD BASE PLASTER APPLIED � 1(011 O.C. FLOOR FRAME D IR GTL�1' TO MASONRY �. s" CMU 11/2" czYP. WL. BD. 0—�N 5CALE: 3/4"=1'-0" �; d 2 -STORY GABLE WOOD 5,45E d FIRST FLOOR BLOCK SECOND �d FLOOR FRAME d Q 1A C '� .'d 0.5.5. SHEATHING OR 2" CDX 2x STUDS 16" O.G. MAX W/ PLYWOOD. ATTACHED PER R-11 8AT r. INSUL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS e 1(o" O.C. MAX W/ -I/1(o" 2" CDX OR 2CDX D5 R-11 BATT. INSUL. MIN. ¢" T 4 G 5U5FL0OR GLUED T CEMENT " t G SUiFLOOR GLUED TY`�1=K BUILDING WR,4 AND NAILED AS PER 9"THICK, 3 COAPAPER BACK NAILING SCHEDULE PLASTER APPLIED TO METAL AND NAILED 45 PER GALV'D MTL. LATH LATH OVER 2 LAYERS OF NAILING SCHEDULE Z-1/5" TEXTURED GRADE D BU ILD INC PAPER FINISH 'a WOOL: OR PAPER BACKED LATH WOOD OVER AN APPROVED HOUSE WEEP SGREEG> GONSTRUGTION WRAP 2x4 CONT., TOP AND BT. OF- FLR TRU55 ( TOP 2x4 SUPPORTS BT PLATE OF 2ND 't PRE -ENG FLOOR TRUSS FLR, BT. 2x4 15 FOR WALL PRE -ENG FLOOR TRU55 J S" GMU 4 SHEATHING NAILER)" C'1'PSUM BOARD OR 2" 1/2" TEXTURED SIMPSON HETA-1G., EMBED.WEEP SCREED HIGH STRENGTH CLC. FIN15H MASONRY STRAP e 32" O.C. MAX VERIFY W/ TRU55 PLAN ,a• (SEE DETAIL 2A) �•:°e.BOARD -7 F7= j EMBED. STRAP VERIFY CONC. FILLED LINTEL BLK GYPSUM 80ARD OR2" W/ TRUSS PLAN W/ (1) #S REUAR CONTINUOUS HIGH STRENGTH CLG. BOARD 2"THICK, 2 COAT CEMENT PLASTER APPLIED WEEP SCREED DIRECTLY TO MASONRY DETAIL Ca-) WOOD TO FLOOR .,CONNECTION AT PARALLEL/ PERPENDICULAR PRE—ENG FLOOR TRUSSl�TNEC TI01�T r n =1 -0n A R C H ITEC TS /Design I C U Inc. .441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 svBDIV. & LAT: TUS C A SOUTH LOT #8 PH2 PRO JEC T# 02108.008 MODEL: "2498" GARAGE SWUNG: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA F JA S C TWELL NO 1 79 DATE: 08/29/11 SCALE: 1/4"=1'-0" SHEET Aor v 2 *NOTE: N,41L 5HEATHING TO ,4LL 2X 45 PER EXT. 5HE,4THING N,4ILING, 56 4" O.G. t_lAX EDGES (O" -S" C.Q.C. t'1,4X IN THE FIELD PRECAST HEADER(MIN) a DIN_ TOP PLATE 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON SECURE 2 X RIP TO FIT OR DRIVE PIN (MIN SHANK SIZE.145 DBL. TOP PLATE W/2-12dS 6"-S' O.G. MAX. MIN HEAD SIZE 300 2X4 16' O.C. MAX. 1/5' TEXTURED FINISH MIN EMBEDMENT 1 1/4') 1/16' OSM SHEATHING 8' FROM EACH END AND IS' O.G. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 16" O.C. MAX. 2 X 6 (MIN 2 X 3) 2-3/16 TAPGON�� (WHEN OVER 16' IN HIEGHT.) OR DRIVE PIN (MIN SHANK SIZE.145� SECURE 2X4 W/ 2-{b 2 X 4 (WHEN OVER 16' IN HIEGHTJ MIN HEAD SIZE 300 TAPCONB OR DRIVE PIN a 1/4' TEMPERED MASONITE MIN EMBEDMENT 1 1/49 (MIN. SHANK SIZE .145 MIN. GLUE 4 NAIL W/86'S 8"-12" O.G. 8' FROM EACH END AND 18' HEAD SIZE 300 MIN. IF NEEDED. O.G. MAX. MIN I-1/4' EMBEDMENT EMBEDMENT I Y4' W/IN 6- 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON k EA. END NOT TO EXCEED 5T. PLAT 2 X SOLID SLK'G 6 ARCH OR DRIVE PIN (MIN SHANK SIZE 18' O.C. MAX SECURE W/2 -12d EACH END MIN HEAD SIZE 300 2X4 SOLID BLOCKING ATTACHMENT PER MIN EM15EDMENT 1 1/4') SECURE TO SHEATHING W/ 8' FROM EACH END AND 18' MIN. 2-I26 PER SLK. EA. END MANUFAGTUiZER'S SPEG'S. O.C. MAX. MIN 1-1/4" EMBEDMENT '1116" 0515 SHEATHING 112" PLYWOOD MTL WDW FRAME CMU WALL 2X4 SOLID OR 1/16' O.SB. INOTE: NO GAP 40 WDW FRAME BLOCKING SECURE TO SHEATHING WITH TO EXCEED I/4' ARCHWAY DETAIL MIN. 2-12d PER BILK. EXTERIOR ARCHWAY ARCHWAY DETAIL EA. END WITH WINDOW CUTAWAY 1 16" AND UNDER SCALE:1l2°=1'-0' A 5GALE:I/2'=1'-®° SCALE: 1/2'-1'-0' 2 X 4 (MN 2 X 3) 1-3/16 TAPCON PRECAST HI=ADERIMIN) OR DRIVE PIN (MIN SHANK SIZE.145 Oi� MIN HEAD SIZE 300 2 X 4 (MIN 2 X 3) 1-3116 TAPCON MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK 6IZE.145 �` EXISTING BLK APV. 8" FROM EACH END .AND 18' MIN HEAD SIZE 300 O.C. MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FINISH DBL. TOP PLATE MIN EMBEDMENT 1 1/4') 8" FROM EACH END AND 18` 2 X 6 CMIN ? X 3) 2-3/16 TAPCON 1/8" TEXTURED FINISH 2X4 16' O.G. MAX. O.C. MAX. MIN 1-1/4' EMBEDMENT OR DRIVE PIN (MIN SHANK SIZE.145 SECURE 2X4 TO 2 X 6 (MIN 2 X 3) 2-3/16 TAPGON �� MIN HEAD SIZE .300 * 7/16" OSB SHEATHING WOOD W/2-126 0 6'-S' OR DRIVE PIN (MIN SHANK SIZE.145 MIN EMBEDMENT 1 1/49 O.G. STAGGERED MIN HEAD SIZE 300 8' FROM EACH END AND 18` x 4 16` O.G. MAX. ( MIN EMBEDMENT 1 1/4") WHEN OVER 16' IN HEIGHT.) 8' FROM EACH END AND 18' O.G. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16' SECURE 2X4 W/ 2-W& 16' IN HEIGHT.) TAPCONS OR DRIVE O.C. MAX. MIN 1-1/4 EMBEDMENT 2 X 8 (MIN 2 X 3) 2-3116 TAPCON PIN (MIN. SHANK SIZE 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 2 X SOLID BLK'G o ARCH .145 MIN. HEAD SIZE OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD 5IZE .300 SECURE W/2 -12d EACH END .300 MIN. MIN HEAD 5IZE 300 1/16' OSB SHEATHING MIN EMBEDMENT 1 1/41) EMBEDMENT I Y4 W/IN I I'II MIN EMBEDMENT 11/4') 2X4 16" O.C. MAX. 8' FROM EACH END AND 15" ATTACHMENT PER 5' EA. END NOT TO ARCIHWA� MANUFACTURERS SPEC S. EXCEED 18' O.G: 8" FROM EACH END AND 18" (WHEN OVER 16` IN HEIGHT.) O.G. MAX. MIN 1- 1/4' EMBEDMENT MTL WPW FRAME MAX O.C. MAX. MIN 1-1l4' EMBEDMENT2X4 50LID BLOCKING •NOTE: NO GAP WPW FRAME Bt. DILATE 1/4 TEMPERED MA50NITE 2X4 SOLID—/SECURE TO SHEATHINGS W/ GLUE E NAIL W/8d'S 8'-12' P.G. TO EXCEED 1/4' BLOCKING- SECURE 112' PLYWOOD MIN. 2-I2d PER MILK. EA. END IF NEEDED. TO SHEATHING WITH OR -1/16" 0.5.8. MIN. 2-I2d PER PLK. EA. END ARCHWAY DETAIL `�qy_16 ARCHWAY DETAIL EXTERIOR ARCHWAY AND UP CUTAWAY SCALE: 112"_, _0� SCALE: SCALE 1O xb' O.S.B. ORA' PLYWOOD SHEATHING *15 BLDG. FELT 3 24` WIDE 26 GA. GALVANIZED METAL FLASHING 4(� MUST ADD D1910, 36" WIDE AND AND MUST ESE A MIN 24" WIDE METAL. Q5 FIBERGLASS 544INGLE5 CLOSED VALLEY FLASHING DETAIL N.T.5. I PRE- AB TRU55 1/2' CLG. BOARD 4 TEXT. 2X4 DML. TOP PLATE 0 EVERY1/2" DRYWALL SIMPSON SP412X4 OTHER 5WOOD STUDS 616' O.C., TUD U.N.O. ON TRUSS PLAN PRE -ENG TRU55 DOUBLE TOP PLATE gI1wIP5pN 2x GONTINOUS STRESS BLOCKING MID WALL SP4 0 EVERY 2x STUDS 16" O.G. MAX OTHER ' T 4 G SUBFLOOR GLUED STUD AND NAILED AS PER NAILING SCHEDULE 15T FLOOR STUDS TO PRE -ENG TRUSSES OR CONY. FRAMED RAFTERS 2X4 GOVT. STRESS FLOOR STUDS BLOCKING MID -WALL BLOCKING 51MPSON MSTA-36 3211 Lu Q.G. MAX 2X4 PT. PLATE" 0.5.15. SHEATHING OR 5IMP5ON SP4 0 PRE -ENG FLOOR TRU55 GDX PLYWOOD SECURED 32' O.C. MAX PER NAILING SCHEDULE 1/2'X9' A.B. 32' O.C. `—DOUBLE TOP PLATE 1" EMMEDMENT2x GONTINOUS 5TRE65 2x4 BLOCKING UNDER BLOCKING MID WALL WALL STUDS SGURE d• . „.. ; . • 2x STUDS Q 16" O.G. MAX BETWEEN TRUSS BAYS W/ CONC. SEAS 1/2' GYP. WL. 5D. (3) 12d'a EACH END 2 �5's CONT. SECURE PT. PLATE TO SLAB 2x DOUBLE ToP PLATE W W/ 1'x9' ANCHOR BOLT W/ 2" STUDS 0 16' D.G. WASHER SET IN SIMPSON MTS -12 a EVER STUD HIGH STRENGTH EPDXY 1' e EMBED. MIN. . ° 2X4 $T. PLATE .G ';• ..: • « j SIMPSON 51=4 Q 32' O.G. MAX 1—STORY � w q DORMER INT. BEARING WALL SCALE: 1/2'-1'-0° INT. 2—STORY L.B.W. SCALE: I/2"=1'-0' ATTACHMENT SCALE: 1/2"=1'-0" NOTE: FOR WALLS W/NO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. ASPHALT SHINGLES OVER " 15 FELT ON 1/16' O.S.B. PRE -ENG GABLE TRU55 5PF ST PFBACK (5EE 5EALD ENG. PACK FOR SIZE 4 CONNECTION) 2x4 5PF BLOCKING BETWEEN TRU55E5 AT FIRST TWO MAYS 4'-0' O.C. (AT SHEATHING SEAMS) �— CONT. 2x4 SPF RAT RUN ' SECURED W/ (2) 12d'e w EACH TRUSS (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3) "-4 12d'a A EACH TRUSS (DIAGONAL X-15RACING TO COVER 5-TRU551=5 g' GYPSUM BOARD OR HIGH STRENGTH CLG. NOT BOARD DIAGONAL BRAG m CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE 0 ANY SPAN 15'-0" OR GRATER REFER TO TRU55 ENG. FOR ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT. 0'-0' TO 30'-0' (l) X -BRACE 304 TO 60'-0' (3) X -BRACE (1) X -BRACE * CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END q GABLE X—BRACING SCALE: 1/2"• l'-0' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAIL$ OR MIN. (4) 10d GUN NAILS - lx6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3)12d NAILS OR MIN. (4) 10d GUN NAILS - 2x RAFTERS - Ix8 NAILER SECURE TO TRUSSES BELOW W/ (2) I2d NAILS OR (3) 10d GUN NAILS a EA. TRUSS - RAFTER TO TRU55 MT5-12 CREATE VOID FOR STRAP PENETRATION - ROOF DECKING OVER PRE -ENG TRUSSIES- PRE-ENG. TRU55- ALTERNATE CONNECTION META -24 RAFTER TO 8LK'G BETWEEN TRU55E5- gCCNU. FRAMED ROOF SCALE: 1/2"= I'-0' 0'-0' TO 30'-0' (1) 'X' BRACE 30'-1' TO 60'-0' (3) 'X' BRACE CI 'X' BRACE a CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER 0 15 FELT ON 1/16" O.S.B. (2) 2X4 02 SYP DIAGONAIL BRACE --�� W/ 3-12d a, EA TRU55 l DIAGONAIL BRACE TO COVER 5 -TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 106 NAILS EA END TO TRUSS SPF STIFFBACK (SEE 5EALD ENG. PACK FOR SIZE 4 CONNECTION) 1/16" 055 SHEATHING USE 8d NAILS AT 4" o.c. EDGE t 6" o.c. FIELD 2X4 W/ 3/8' X 5 LAG 032' O.G. MAX. OR SIMPSON M5TA-24 0 32' O.G. MAX. SHEATHING NAILING TO BE 6'-8` O.C. IN FIELD 4' O.C.OALL EDGES W/Sd NAILS /1 �19_QTOPV rY ART.i SCALE: FINISH a LANDING 3/4" f=L''I WOOD F.F. Z)5L 2X(7 TRUSS 24' o.c. 1/2' CLG. BOARD NAIL CONT. RAT RUN TO TRUSS W/ (2) 12d 0 EA. TRUSS 2X4 5YP RAT ADJACENT TO DIAGONAL BRACE. DBL TDP PLATE 2X4 5TUD 16" O.G. MAX. M 1115 UPLIFT SIMPSOM HTSM20 W/10 106 TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL 0 2350 UPLIFT (2) SIMP50M HTSM20 ONE EA. SIDE OF TRUSS OPPOSITE SIDE OF BLOCK W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE -ENCS TRU55 CONTINUOUS MOND BEAM TAP CONS MIN, 2` COVER 2' APART 9TRUSS ANCHOR RETROFIT N.T.S. 12" z 36" MIN. FINISH 3/4" PL1'UJOOD WITH ANNDING DETAIL 412-D COMMON5 WINDED DETAIL L NAILED THR,U 3/4 FINISH a LANDING PLYWOOD INTO 3/4" PL`I'WODD F.F. EACH STRINGER LESS T1-4�4N 4" T''►'F'. 3-2x12 SYP STRINGER DSL 2x12 2X12 TREAD BETUJEEN SWINDLES OR CUT TO FIT REINFORCED W/2X4 SPF FLOOR JOfST W/CONT. 5EAD OF 1X8 RISER SU5-FLOOR ADHESIVE 10' HANL PL -4520 OR SIMILAR' z EA HORIZONTAL RUN f SECURE TREADS TO STRINGER U UJ/C318 3" SGREUJS S EA STRINGER, UNTHREADED SHANK 1/2" DRUJ, TO EXTEND 5EYOND THICKNESS OF 5U5 -FLOOR SHEATHING 1X10 rt NOTE- I" NOS ING STAIRS RISERS TO CONFORM TO FSC' 2001 (3) 10d GUT NAILS 2R+IT=24"-25" 3/16" MAX. VARIATION IN R.I5ER5/TREADS � 2X4 P.T. m � SLEEPER INTO ADJACENT TO EACH OTHER 3/8 MAX. VARIATION IN ANY R15ER/TREAD HANDRAIL CIRCULAR GROSS SECTION DIA. TO BE 13/411 +-1/4" OR PROVIDE EQUIVALENT GRASPABILIT�►' 1 STAIR SECTION DETAILS UJINDERS- MIN. &11 UJIUE 6 NARROW END SCALE. 3/4"=1'-O" MIN, 11" UJIDTH S 12" FROM NARROW END 34 MIN. HANDRAIL NGT. A R G H I T E C T$ Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU'BDIV. & LOT: TUS C A SOUTH LOT #8 PH2 PROJECT# 02108.008 MO DEL: „2498" GARAGE SWINGE: LEFT PAGE: misc. DETAILS ARCHITECT - STATE OF FLORIDA DATE: 08/29/11 SCAT 1/4 " =1' - p„ SHEET D5ll_� 0 OF Lu W ~ 0 W ulLu C1 � w q Q O U 4 z �D z LU A � � 0 � LC', SU'BDIV. & LOT: TUS C A SOUTH LOT #8 PH2 PROJECT# 02108.008 MO DEL: „2498" GARAGE SWINGE: LEFT PAGE: misc. DETAILS ARCHITECT - STATE OF FLORIDA DATE: 08/29/11 SCAT 1/4 " =1' - p„ SHEET D5ll_� 0 OF