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2552 Vineyard Cir 12-1071 (a)FOR: ,,w,,w*,w, ufrvttu*,rvtun.. c;u"rrb CBC1252212 5850 T. Q. LEE BLVD. SUITE 600 ORLANDO, FL. 32822 TsF (407)850-5200 Fax: (407)850-5300 REVISIONS • STATE OF FLORIDA DESIGN CRITERIA: DESCRIPTION ABBREVIATIONS 03/16/11 2011 DISGOVERY REV1510N6 COMPLETED 2 04/15/11 allALITY CONTROL REDLINES 3 05/O9/11 CERTIFIED BUILDING CONTRACTOR: 05/25/11 *FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ASV- ABOVE LAV, LAVATORY mC /Uo/il 5AUJGRA55 5AY ELEVATIONS "D'4"E" Wf 2009 SUPPLEMENT ASC AIR CONDITIONING LUM. LUMNOUS ADDED GCA TRU55 ENGINEERING ELEV. A,5 AND C 06/25/11 ADT ADJUSTABLE M.C. ME.DICM CABINET 1 08/10/11 #2007 FLORIDA FIRE PREVENTION CODE ALT. ALTERNATE MFR MANUFACTURER 01/21/111AFF'LIEX) D.R. HORTON HOMES *NATIONAL ELECTRICAL CODE (NEC) - 2008 EDITION BAD ' Bow `E mu. MCTALTHRESHOLD A 5850 T. G. LEE BLVD. SUITE 600 * ALL LOCAL AND STATE CODES CL CABS CmTmL� €'.ABDMT MTD. MIL. MOUNTED METAL ORLANDO, FL, 32822 tj cu: CLEAR N.T.S.., NOT TO SCALE (407) 850-5200 �G. CONCRETE C P. US BVOTEL: TL FFA: (407) 850-5300 � OCCUPANCY - RESIDENTIAL, GROUP R3 C.T. D. CERAMIC TILE DRYER PH. PLT. PHONE PLATE *CONSTRUCTION TYPE - VB DSL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR. PAIR * MIN. INTERIOR FINISH - CLASS B DIA.. DIAIvMTER P.T. PRESSURE TREATED * BASIC WIND SPEED - 120 MPH (M/S) DIM. DISP. D%4ENSION DISPOSAL R. RAD, RISER RADIUS 91 -STORY RESIDENCE - DP. DEEP R.A.G. RETURNAIRGRILL 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. R.OLiGHOPBNzrrG PROFESSIONAL ARCHITECT: D.W. DISHWASHER B.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. SINGLEHUN(3 JAMES CANTWELL EQ. EQUAL SHE SHEET *CONCRETE MASONRY RESIDENTIAL ExH. EXHAUST SHTHG, SHEATHING AR NO. 1.2079 *CONSTRUCTION WOOD FRAME CONSTRUCTION ExT, EXTERIOR SHWR, SHOWER *AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 F.G./FX. F.G. FUEL GLASS FUEL GAS SIM. SL. AR SLIDING SLI IING A.B. DESIGN GROUP, INC. FIN. FLR. FINISH FLOOR SL.. STD. SLIDING GLASS STANDARD S Q . . F T . CALCS 1441 NORTH RONALD REAGAN BLVD. FLUOR. FLUORESCENT SWs SHEAR WALL L O N GWO Q D FLORIDA 32750 FR. DR. FTG. FTG. FRENCH DOOR FOOTING TEMP. SECTION TEMPERED GLASS , Tel: (407) 774-0078 LIvfN� ii53 5C�2. FT. GAR. DISP. GAUGE GARBAGE DISPOSAL THK. T.O,C. THICK TOP OF CURB rzARAGE ZO4 5Q. FT. n,.y ry,.y _ n ry F 0 G.F.I, GROUND FAULT CIRCUIT T.O.P. TOP OF PLATE 1 1 f ENTRY 35 50. FT.' INTERRUPTER T.O.S. TOP OF SLAB LANAI 93 5Q. FT. GL, GYP. BD. GLASS UYPSUM BOARD TYP. U.N.O. TYPICAL UNLESS NOTED H.B. HOSE BIB OTHERWISE TOTAL 2285 5Q. FT. H.C. HDR HOLLOW CORE HEADER V.F. W. .VAPOR PROOF WASHER PLAN REVIEW OFT. GARAGPE 213 5Q. FT, HOT. OR HT INSUL, HEIGHT INSULATION W/ WD_ WITH WOOD DATE CHECKED BY: INT. LNTERIOR WDW, WINDOW W/H WATER HEATER W.I. WROUGHT IRON REVISIONS REV. DATE DESCRIPTION 1 03/16/11 2011 DISGOVERY REV1510N6 COMPLETED 2 04/15/11 allALITY CONTROL REDLINES 3 05/O9/11 CONTROL DATE 05/25/11 NEUJ MECH,4NICAL FLAN 06101A ADDED 50UTHERN TRU65 ENGINEERING mC /Uo/il 5AUJGRA55 5AY ELEVATIONS "D'4"E" X6/11111 ADDED ACCU-Si=AN TRU55 ENGINEERING 06/28/11 ADDED GCA TRU55 ENGINEERING ELEV. A,5 AND C 06/25/11 ADDED F'R05UILD TRUSS ENGINEERING ELEV. "A" 08/08/11 ADDED f=R05UILD TRUSS ENGINEERING ELEV. °e4G° 1 08/10/11 PR05UILD TRU55 ENGINEERING ELEV. 1ID4E" 1121011111 STANEDARDIzED NVAG LAYOUT /(. 01/21/111AFF'LIEX) UJALL A55EM5LY DETAIL TO FLAN i� INDEX OF D SHEET # DESCRIPTION PG C1 -COVER PAGE PG GN -GENERAL NOTES PG 1 —FOUNDATION PLAN PG 1A—DOWEL PLAN PG 1B—LINTEL B.1L LINTEL SCHEDULE H SCHEDULE—(WEKIWA) TE) PG 1C—WIND LOAD CALCULATIONS PG 2 —FLOOR PLAN PG 3C—FRONT & REAR ELEVATION "C PG 4C—LEFT & RIGHT ELEVATION "C" PG 4C.1—WALL ASSEMBLY ELEVATION "C" PG 5C—FRAMING PLAN ELEVATION "C" PG 6—ELECTRICAL PLAN PG 7—MECHANICAL PLAN PG 8—CABINET LAYOUT PG D1 -FOUNDATION DETAILS PG D2—MISC. DETAILS PG D3-1—STORY WALL SECTIONS PG D4—MISC. DETAILS PGD5—MISC. DETAILS PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS A R C If IT E C TS 04Design Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 M FW r-23u]BDiv. 8c LOT: TUSCA PLACE LOT #2009 PROJECT# 02108.004 MO DEL: "1"750" GARAGE SWING: . LEFT PAGE: COVER, PAGE , ARCHITECT - STATE OF FLORIDA LANTWELL DATWNJ E- 01/24/ 2P2 9 /37 '3, 2 SHEET OF Lu uu ©L a l A tj 0 � r-23u]BDiv. 8c LOT: TUSCA PLACE LOT #2009 PROJECT# 02108.004 MO DEL: "1"750" GARAGE SWING: . LEFT PAGE: COVER, PAGE , ARCHITECT - STATE OF FLORIDA LANTWELL DATWNJ E- 01/24/ 2P2 9 /37 '3, 2 SHEET OF GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBG), 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 II. WIND IMPORTANCE FACTOR (IW) 1.0 111. 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 IIN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO, NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GMAGES 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 1N THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4, AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5l 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT.. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11, THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AGI 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 BU ILDING 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 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN 1/ INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT, FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SWEETS 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. 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 3/4" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 /Z" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE STRESS RATED LUMBER, UNO. Fb = 1,500 PSI Fv = 175 PSI E =1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2007 FLORIDA BUILDING CODE, SEE.TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2007.. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7116" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 518" OSB EXPOSURE -1 OR 112" CDX PLYWOOD. 112" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 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 1/2" CDX PLYWOOD SHEATHING. 12, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360, DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM 3/a" PVC (SCHEDULE 40), INSULATED WITH'/a" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, %" 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 . ROTECTION:1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. FBCR 311.2. A R C H I T E C T S 1 N. KUNALU KtAGAN BLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www .a bd esi gn gro u p. co m AA #: 0003325 SU'SDIV. & LAT: TUSCA PLACE LOT #2009 PROJECT# 02108.004 MODEL.: "1'756" GARAGE SWING: LEFT PANE: GENERAL NOTES ARCHITECT - STATE OF FLORIDA LL PRINT DATE: 02/29/12 SCALE: 1/4"=1'- 0" w w w O q U 4 � B 1100 SU'SDIV. & LAT: TUSCA PLACE LOT #2009 PROJECT# 02108.004 MODEL.: "1'756" GARAGE SWING: LEFT PANE: GENERAL NOTES ARCHITECT - STATE OF FLORIDA LL PRINT DATE: 02/29/12 SCALE: 1/4"=1'- 0" V-411 3'-10" 2'-(o 21'-11" C al U1 4 I' f 24"X24'5<12" GONG. PAD W/3-05 BARS E.W. ON CHAIRS M .3" COVER 20'-011 40' -0" FOUNDATION PLAN *ENTRY AND LANAI SLABS TO BE POURED AT FINAL POUR WITH DRIVEWAY 24"X24'5<12" CONIC. PAD W/3-05 BARS E.W. ON CHAIRS MIN. 3" COVER �I EXTEND SLAB 1 1/2 1� I D I I 0 0 4" GONG. 24"X24"X12" GONG. uu OC SL,45.`, PAD W/3-05 BARS I I � E.W. ON CHAIRS 0 -3 1/2" I MIN. 3" COVER N TTT 0 'T. SLIDING Tr -LASS A/C UNIT SIMPSON W5 SECURE STRAP TO ROLL STRAP CONC. W/ f2) -3/16"X2" OR EQUAL TAP -CONS 777 SECURE STRAP TO CONIC. SLA5 UNIT W/ (2) 08x1 1/4 SHT MTL SCREWS A/C C T 0 PAD D E TAIL NOTE: AIG LINE& FfROl AIR HANDLER UNIT TO GONDENSOR TO 5E RAN IN ATTIC. A RCN l T E C T S Design Group,„e. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w W d 11 X �} LAY. LAY. 1 � ■ I D1 w �4° CONC. lu CL � o 0 m W FIN. CONC. SLAB " - J -3 I/2" 44�-x D 1 \y m U m (0'-2" I h 4 � 10'-101 I � /24'><24"XI2" E GONG. 1� ■ H.3. 1 I ( PAD W/3-05 BARS D I l J J E.W. ON CHAIRS _ WG' �—TU5 W/ MIN, 3" COVER SHOWER SLAB 1 1/2 ■ � I 1 I ■ r- 4" CONIC., RE INF. W/ 8 "x6 " m m I W1.4XW1.40 WWM OR F15ERMESH N >:/N I ON �?-MIL POLY ETHYLENE 1 'C 14 In VAPOR BARRIER ON D1 �� WELL -COMPACTED CLEAN FILL TERMITE TREATMENT I ■ SHALL BE 5ORA-CARE I I A/G I I �—� m ■ 61 14'-4" .9 .4 ■ I■ OPT W. L ---J IQ - r— , X �1 I OPT - L JL J I 0 L J DW. SINK ■ I 1"3'-4" � -I'-4"T I3'-4" 4" 7 LLI 1 -31/2' mCONDI PI STEEL ��` ■ 501-LARDI p1 I ~ u- I o 1jgk 0'-0" ELEV. ( . O 1=1N. CONC. SLA3 I 1 .I I• � I 0 ■ ■CA ■ ■ 20'-011 40' -0" FOUNDATION PLAN *ENTRY AND LANAI SLABS TO BE POURED AT FINAL POUR WITH DRIVEWAY 24"X24'5<12" CONIC. PAD W/3-05 BARS E.W. ON CHAIRS MIN. 3" COVER �I EXTEND SLAB 1 1/2 1� I D I I 0 0 4" GONG. 24"X24"X12" GONG. uu OC SL,45.`, PAD W/3-05 BARS I I � E.W. ON CHAIRS 0 -3 1/2" I MIN. 3" COVER N TTT 0 'T. SLIDING Tr -LASS A/C UNIT SIMPSON W5 SECURE STRAP TO ROLL STRAP CONC. W/ f2) -3/16"X2" OR EQUAL TAP -CONS 777 SECURE STRAP TO CONIC. SLA5 UNIT W/ (2) 08x1 1/4 SHT MTL SCREWS A/C C T 0 PAD D E TAIL NOTE: AIG LINE& FfROl AIR HANDLER UNIT TO GONDENSOR TO 5E RAN IN ATTIC. A RCN l T E C T S Design Group,„e. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 9UBDIV. & llOT: TUSCA PLACE LOT #2000 PROJECT# 02108.004 MODEL: "1756” GARAGE SWING: LEFT PAGE: FOUNDATIO PLAN ARCHITECT - STATE OF FLORIDA d' ►_1,:! Ll 11 � IFN Fi PRINT DATE: 02/29L12 SCALL: 1/4"=1'—O"' SIKEET Olr2 3 w W U w � o 0 q U h 4 � � 9UBDIV. & llOT: TUSCA PLACE LOT #2000 PROJECT# 02108.004 MODEL: "1756” GARAGE SWING: LEFT PAGE: FOUNDATIO PLAN ARCHITECT - STATE OF FLORIDA d' ►_1,:! Ll 11 � IFN Fi PRINT DATE: 02/29L12 SCALL: 1/4"=1'—O"' SIKEET Olr2 3 m ■ ■ ■ ■ ■ l9 cA I ■ —' ■ a1 cn Q ■ 61 � IQ\ Ilk OPT. SLIDING GLASS TI) ]0 ■ a� ■ m c� �n ■ ■ 0 e■ 5' -411 m 61 m � N ■ a� ■ ■ ■ ■ IN IN IN IN 71 DOWEL PLAN A R C H I T E C Ts Desigine.n roup 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774^6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA M 0003325 SVHDIV. & IAT: TUSCA PLACE LOT #2009 PROJECT# 02108.004 MODEL: "1756 GARAGE SWING: LEFT PAGE: DOWEL PLAN FS�TA ARCHITECT: TE OF FLORIDA PRINT DATE: 02Z29/12 SC ALE: 1 /4` 1 � ( Y' SHEET I A 0� w L 0 q U SVHDIV. & IAT: TUSCA PLACE LOT #2009 PROJECT# 02108.004 MODEL: "1756 GARAGE SWING: LEFT PAGE: DOWEL PLAN FS�TA ARCHITECT: TE OF FLORIDA PRINT DATE: 02Z29/12 SC ALE: 1 /4` 1 � ( Y' SHEET I A 0� SAFE ITABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U -LINTELS 8" PRECAST & PRESTRESSED U -LINTELS am R*l• LENGTH GRAVITY UPLIFT GRAVITY LATERAL TYPE LENGTH SU8 M9- W12 -ID 16- 0- 4-0 8- 311 2-0 8P8-18 OF12-113 &.16-iB 9F20 -I M4-18 8P29-115 9F32-18 2'-1fa"!34") PRECAST 2302 3166 4413 60.$% '1526 9IDID4 i0412 11936 3166 4413 6039 1926 5004 10412 11936 3'-6` l42') PRi=GABt 23(IJ2 3138 3311 4689 6001 1315 8630 9941 3166 4413 6039 1526 5004 10412 11936 4'-0'(4B9 PRECAST 202c� 2375 2496 3461 4438 5410 6384 1356 2646 4413 6ID39 1526 5004 10412 11936 41-61(54') PRECAST 1651 1181 1913 2651 3403 4149 4896 5644 2110 4021 6039 1526 e004 10412 9666 �✓'-4" (64') PRECAST 11$4 1223 1301 1809 2311 2826 3336 3846 1665 2889 5051 6ID96 54" 6424 1450 5'-10'009 PRECAST 1512 1000 1ID59 1414 1889 2304 2121 3137 1459 2464 4144 5498 44.31 5280 6122 PRECAST 931 1255 2101 3263 2146 3358 3911 4585 1255 2101 3396 5260 1134 9995 66W -11-61 (90") PRECAST 161 1029 1615 2395 1994 2439 2886 3333 1029 16'15 261ID 3839 5596 6613 5041 9'-4' (112') PRECAST 513 632N1212, eol. 801 1469 1210 1482 1154 2021 168 1818 2544 3469 4030 454 11T' -6'f 126') PRECAST i15�, 482 498 1125 015 1122 1328 1535 658 1514 2(081 2114 3130 2404 11'-4' 1136') PRECAST 445 598 439 1365 1854 2355 1193 2015938 1365 1854 7441 3159 4044 121-011(1449 PRECAST 414 5445 864 1294 1689 2014 1510 1818 555 864 1254 1693 2211 2832 3590 13'-4' (1601) PRECAST 3(02 421 126 1028 1331 1635 1224 1418 485 148 1016 1438 1855 2343 2920 PRECAST 336 381 648 919 1150 1462 1ID81 12610 455 100 1005 1335 1114 2153 2666 14'-a'(1169 PRESTRE58ED N.R. NR NR NR NR NR NR NR 465 1(P5 1310 21045 2610 3185 3165 Ir,' -4'(I84') PRESTRESSED N.R. NR NR NR NR NR NR NR 420) 695 12bo 1855 2310) 2892+ 3410 11'-4' (208')PRESTRESBEDNR N.R. 188 NR NR NR NR NR NR 310 5310 Wo 1400 Iwo 2200 2600 Ica' -41(2329 PRESTRESSEDNR N.R.r2-:;- 169 NR NR NR NR NR NR 400 150 1090 1 1400 1720 2030 FMOTRE89EPNR N.R. 145 NR NR NR NR NR NR 183 390 610 940 1340 1180 2110 2?'-O'l2ka4')FRESTRESSED 22'-2+"l264")PREStRE99ED NR NR NR NR NR NR 568 941 160 300 510) 8123 1250 1660 jNRN.R. 0NR 24'-0r288") PRESTRESSE N.R. 165 NR NR NR NR NR N.R. 130) 240) 410) 122+ 10)30) 13921 8" PRECAST & PRESTRESSED U -LINTELS am R*l• LENGTH UPLIFT UPLIFT GRAVITY LATERAL T'fP �ENCTI-1 8F8 -I 12 -it 16-17 20)-1T 74-1 78 -It 81"32 -IT 8U8 SF8 8-? 17-2T 16-2 ID -2 ? -? 8-7 SF32-2T 2'-10°f349 PRECAST 2121 2818 410)1 5332 6569 1811 9055 22>al 2021 7121 2184 3891 19190) 640)1 1630) 8851 3' -Ca" (42') PRECAST2165 2114 2289 3260 4231 5219 6204 1192 1251 1251 2165 2219 3169 4129 52191 62>k+l 1fD36 4'-0' (48') PRECAST 1818 1989 2832 3682+ 14532 3015 5381 6245 938 938 1815 1929 21DO 3963 14422 5264 6110 4'-&' f 54") PRECAST 1660) 1162 7901 3251 4010 4161 5.525 -121 12-1 1660 11815 2435 3111 3913 4658 5406 5'-4' (649 PRECAST 1393" 1393 1484 1431 12050 2110 2141 2610 3315 3293 4010 3020 4648 4549 505 505 5'-1(01(109 PRECAST 1212' 1351 Iwo 252+5 39*4 3665 4241 418 418 1212 1315 1815 2441 3010 3583 4151 6'-6'(18") PRECAST 1141+ 1209 1133 2250 2169 1 3290) 3812 101 801 1141 1182 1684 2192 2103 3216 3132 (90')PRECAST 959" 990) 912 1029 1415 1466 1914 190)1 ?3 54 2351 2191 2191 32 40) 3245 591 65-1 9'-4` f 112") PRECAST eol. 801 612 155 980) 1192 1269 1550 1560) 1910 1852 2211 2144 2634 454 630 10'-6"1126') PRECAST 116" 498 193 1021 1261 1496 1131 39Ga 493 116 611 1039 1389 1111 2034 2358 11'-4' (136") PRECAST 666" 439 696 839 1104 1309 1515 363 556 666 535 90)5 1295 1535 1896 2198 12'-0"(1449 PRECAST 601• 409 631 816 1001 1186 1312 34(0 494 631 486 818 120% 1514 1199 70)86 13'-4"fleet") PRECAST 502* 340 532 686 841 391 1153 302 398 513 409 682 12204 1361 1631 1801 14'-0'(168') PRECAST 458" 316 493 635 118 922 12X-5 286 360 948 318 629 922 1 1294 1661 1816 14'-8' (116') PRESTRESSED 243 295 459 591 124 551 `SID N.R. 35'1 243 352 582 852 1156 1491 1142 15'-4' (184'1 PRESTRESSED 228 216 430) 553 611 8IDI 925 N.R. 32'1 228 329 542 191 1012 1381 1616 11'-4' l2089PREStRE88ED 188 236 361 464 561 610 114 N.R 255 188 216 449 649 014 1121 1389 19'-4' (2329 PRE5TRE56ED 169 1201 1 313 401 1 490 518 66'1 N.R. 204 165 239 1 383 550 1 136 940 1160 21'-4' (256')P1RE6TRE56ED 145 186 1 218 356 1 433 512 1 599 N.R. 112 142 212 1 336 411 635 801 1 093 22'-2+"l264")PREStRE99ED 140 131 180) 205 268 322 343 4bl 418 &0, -a 111 568 941 M.R. 161 24'-0"l2859 PRESTiR�ESBEG� 121 165 744 312 380) 441 515 N.R. 135 124 186 ?00) 408 538 96 833 •7QVN..+F YMLNL k I wv.a• i vr. .-1`•wr �..! . �-•-r i^�-.-.-n-. A" PPPrART W1 9" RFCFSS DOOR U -LINTELS A" PRFnART w/ 2" RECESS DOOR U -LINTELS R*l• LENGTH TYPE UPLIFT GRAVITY 4'-6" LATERAL LENGTH T1 PEr148'.9 T7PE eliFB- EVRFID_DS ef<'F14- 8RF18- 8F 22- eRF76- aF1t6-1r5 8}10'18-1D 81104-0 SMO -15 s11F22-19 a:F�F2b-16 81*30-05 BPMC-10 4'-4' (52') PRECAST LENGtH 1991 3053 2982 3954 4929 5504 6880) 1821 3412 4982 6412 1941 0416 10818 4'-6' (54") PRECAST 4961' 1449 2162 2114 36!00 4481 9319 62164 1 022 3412 4982 6412 1941 3416 10818 5'-$" l6$") PRECASt 15(01 832 1602 1550 2058 2566 3015 35185 188 1153 1 2162 4014 6412 6516 5514 6839 5'-10' (101) PRECAST 135 119 150)0) 1449 1,524 2400 2916 3352 1103 2051 3811 6412 6516 5450 6411 6'-8' (80") PRECAST 822 30)1 1611 2933 2516 3223 3812 4522 901 1611 2933 41000 6130 6111 6101 1'-6' l9®')PREGASt 3055 3689 1311 2252 1958 2451 2944 3439 665161 164 1311 2320 3609 5492 6624 5132 9'-$' 1116') PRECAST 311 420 634 1253 1011 1342 1614 1886 535 928 1491 2119 2618 3595 2815 A" PRFnART w/ 2" RECESS DOOR U -LINTELS •iQVea�.+G YfiLMG iii 140 rete MI'�wF �•r � .--r i•rr..r..-+�� L-9 L-10 9 25-5I4 25-61-4 EGRESS EGRESS 00o o°o I aaZ L - aLANAI c� 0. BATH ° cLG- OWNERS SUITE I L-11 (0050 SGD. W.I.C. II 0 L--------- I m L- W BATH O0•L'" BDRM. 3 GREAT ROOM S' -S" CLG- ------------ DINING ROOM V-&" CLCD. m L-13 w Ii BDRM. 2 8'-a" CLG. LAUN. L___J ------ 8'-8" GLG. FOYER L_ 7 L - - J S'-allI LAI GLC. I Ii II I D II Q KITCHEN a' -a" c -G. - IO L ----- J L-¢ ENTRY 2 - CAR GAR. NOOK 1(c+'-0" X 1'-0 0.44. 25-514 -------------------- L- 2 L- 5 ( 1� "A'�'Si7- CRETE LINTEL SCHEDUL10 SF1(o- I5/1T ORF22-01EBAT 8F24-15/7 BF24-05AT BF2S-15/7 'S►TmRETE LINTEL SCHEDULE 4 A R*l• LENGTH TYPE UPLIFT L 1 4'-6" LATERAL W T7PE '-tt °��'-m °��'-Ir e1�1e-Ir s1a�a2-Ir ets<2�-1 enr�-1 8RU L 3 LENGtH NW -6-2T SWO-2T 8W14 -2T 8W18 -2T SIM24T e1:F2E.-2 epF""-2 L 4 4'-8" 6RF22-05/1T 1244 1513 2413 3260 4112 4961' 5829 L 1 4'-4" C$2") PRECAST 93? 932 1244 1519 2339 3110 421M 45bO 5696 8F16 -0511T 1192 15(01 2311 3121 3°.131 4156 5911 L 11 4'-W (54') PRECAST q L 12 5'-10" SFI6-05/iT L 13 5'-10' 853 853 L 14 `I'-6' 1192 1455 2240 3036 3831 4643 5453 924" 1112 1199 2423 3055 3689 4326 5'-8' (68') PRECAST 924 1132 1141 2351 1 2918 3603 1 4230 501 501 r✓ -'-Ila" (1®") PRECAST 996w 1138 1'142 7392 2965 3581 4198 469 469 806 lom 16910 22" 289134V 4106 6'-8" (S0')PRI=CACvT 118 882 1513 2042 2513 3101 3642 830 1100 118 996 1468 1981 2509 3035 3563 b88 691 1325 1810 2280 2153 3221 110 941 688 849 13102 1162 2225 3151 1'-6" (90') PRECAST 9'-5' (116') PRECASt 533+ 433 ace 1123 1413 im 1995 516 614 533 $21 12X09 1369 1128 2450) •iQVea�.+G YfiLMG iii 140 rete MI'�wF �•r � .--r i•rr..r..-+�� L-9 L-10 9 25-5I4 25-61-4 EGRESS EGRESS 00o o°o I aaZ L - aLANAI c� 0. BATH ° cLG- OWNERS SUITE I L-11 (0050 SGD. W.I.C. II 0 L--------- I m L- W BATH O0•L'" BDRM. 3 GREAT ROOM S' -S" CLG- ------------ DINING ROOM V-&" CLCD. m L-13 w Ii BDRM. 2 8'-a" CLG. LAUN. L___J ------ 8'-8" GLG. FOYER L_ 7 L - - J S'-allI LAI GLC. I Ii II I D II Q KITCHEN a' -a" c -G. - IO L ----- J L-¢ ENTRY 2 - CAR GAR. NOOK 1(c+'-0" X 1'-0 0.44. 25-514 -------------------- L- 2 L- 5 ( 1� "A'�'Si7- CRETE LINTEL SCHEDUL10 SF1(o- I5/1T ORF22-01EBAT 8F24-15/7 BF24-05AT BF2S-15/7 'S►TmRETE LINTEL SCHEDULE 4 A LINTEL NO. LENGTH TYPE COMMENTS L 1 4'-6" 81=16-05/1T W L 2 4'-6" 81=16-05AT L 3 4'-6" SF16-015AT L 4 4'-8" 6RF22-05/1T L 5 11'-4" 81=28-18/IT L 6 4'-6" 81=16-05AT L 1 4'46" 8F16-05AT L• 8 4'-6" 8F16 -0511T L 9 4'-611 8F16-05AT L. 10 4'-6" 81=16-05/1T L 11 1'-(0" 8P8-15AT q L 12 5'-10" SFI6-05/iT L 13 5'-10' SF16-05/1T L 14 `I'-6' SF24-15AT OPT. 6068 SGD SAFE LQA4) TAE3LMIN. E NOTES � N, (1) REQ'17 AT V GENERAL 4L_ N©TE5 CLEAR MATERIALS I. All values based on minimum 4' bearing. Exception: Safe toads for unfilled TYPE ©E51(31SATION � 1. f'c recast lintels 3500 eL 1. Provide full mortar head and bed Joints. lintels must be reduced by 20% if bearing length 1s less than p p 2. Shore filled lintels as required. Safe loads for all recessed lintels based on 6" nominal bearing. F e FiLLED WITH GROUT / U ■ UNFILLED t~� � .' C.M.U. 2. f'c prestressed lintels - 6000 psi. 3. installation of lintel must comply with the architectural and/or structural drawings. 2. N.R. = Not Rated. 3. f'C grout - 30060 psi w/ maximum 3/8' aggregate. 4. Lintele are manufactured with 5-1/2' long notches at the ends to accommodate 3. Safe loads are total superimposed allowable load on the section specified. F FQUANTITY OF °5 REE3AR AT 4. Concrete mason( units (CMU) per ASTM C90 w/ BOTTOM OF LINTEL CAVITY . y p vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar. 's " GROUT minimum net area compressive strength - 1900 psi. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 11'-4" and 5. Additional lateral load capacity can be obtained by the designer by providing a� 5. Rebar provided in precast lintel per ASTM 0615 CsR60. , j , i' •` Field rebar per ASTM A615 GR40 or GR60. longer with a nominal height of 8 meet or exceed L/180. addional reinforced masonry above the precast lintel OF I - 15/1T 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 6, One n rebar may be substituted for two S rebars in 8' lintels only. "5 iQEl3AR AT BOTTOM i '6 OF IN CAVITY strand per A 9TM 0416 rade L TEL k. Prestressing " ,P r r..lienTcal anchorage. '.� tom steel for me g p d to the bot diameter ire stirrups are welds a load tables b 1. '1/32 diamet w � concentrated loads from the safe a g The designer ma evaluates Con 1. p y 1 low relaxation. y J 2 0 1. '1/32 wire per ASTM 0510. 8. Cast -in-place concrete may be provided in composite lintel in lieu of concrete masonry. units. Calculating the maximum restating moment and shear at d -away from the face of support. NOMINAL WIDTH I L QUANTITY OF "9 BOTTOM .REINFORCING. S. Mortar per ASTM M A15 type M or S. S. Safe load ratings based on rational design analysis per ACi 318 and ACi 530 8. For composite lintel heights not shown, use safe load from next lower height. NOMINAL HEIGHT ---III REi5AR AT TOP 1-6�8'ACTUAL PROVIDED IN LINTEL g, All safes loads in units of pounds per linear foot. 8' NOMINAL WIDTH (VARIES) A R C H IT E C TS Grousign P inc. 144.1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c IAT: TUSCA PLACE LQT ��QQ9 PR©JECT# 02108. 004 14C DEI.- ))1756 GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (CAST -CRETE) ARCHITECT - STATE 1, OF FLORIDA x•. JAM_E$ CANTWELL AFF NO 12079 PRINT DATE: 02/29 12 SCAi.rE: 1/4' = 1 _ C) W q 4 0 Cr r� Z d � U JA SUBDIV. 8c IAT: TUSCA PLACE LQT ��QQ9 PR©JECT# 02108. 004 14C DEI.- ))1756 GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (CAST -CRETE) ARCHITECT - STATE 1, OF FLORIDA x•. JAM_E$ CANTWELL AFF NO 12079 PRINT DATE: 02/29 12 SCAi.rE: 1/4' = 1 _ C) CONCRETE FIRC7UUCT-5, INC. P.O. BOX 219 2rEL•L_1000p, FL. 32198 (401) 886-2511 1-800-654-5139 FAX 401-866-0735 L INTEL No. LENGTH TYPE COMMENTS L-1 414o' 8/16-5-1U/0L aam4 L-2 4'-61 8/16-5-IU/0L 4.41 L-3 4'-61 8/16-5-IU/0L Premx I L-4 414o' 8/22-5-1U/0L ELEv. 4, i54p RECE551_D L-5 IT -4' 8/28-5-1U/1L 6'-6" L--6 4'-6' 8/16-5-1U/0L Fromm L --I 4'-6' 8/16-5-1U/0L aim L_8 4'-6' 8/1ro-5-1U/0L 116 L_g 4'-6' 8/16-5-1U10L Fnsmx L-10 4'-6' 8/16-5-1U/0L 49m L.-11 Precast me n' -m' L-12 5'-I 8/16-5-1U/0L Preaax L-13 5'-10" 8/16-5-1U/0L $14 L-14 �'-6° 8/24-5-1U/1L UFT. 6065 SCID 0 NLu �Lu L-6 LuY{}} V W 0 o 0 o 00 0. BATH S' -S' GLC. W.I.C. I S'-5' CLCD. BDRM. #3 a' -8" GLC. BDRM. 2 a' -a" CLGs- r ti 1 1 F ------I L -----.J L— 9 25 -SH EGRESS 2 - CAR GAR. 8' - S" CLC -s. 9 25-5H EGRESS L-14 OWNERS SUITE V -S" CLG. I I LAUN. L—_J a' -s" CL63. — — I 0 0 1! '-0' X 11-0" O.H. L— 5 1 i LANAI z� �(Col Q 6080 S.C'a;.f�. GREAT ROOM a' -a' cLG. DINING ROOM a' -a° cLG. FOYER I'- S" CLCD. II II KITCHEN I 00 ENTRY L— 3 •sy NOOK 5' -5' CLCD. SCHEDULE LINTEL TLareth T9F- 21-10' Racasi 3'-6'Pracast 4'•0' ""ask 4'-6' Ihsaasi 4-e' Fradasi Prswst D'-10' fl ewask 6'-6' Procask 1'-b' Preaaak Precast W.O. Precast V-41 rrwAwt 9'-4' 1004404 I0'-6' Precast 11'-4' Precast 161.0' Precast 12'-6' prarcesi Precast 14'-0' Procast 14-S' ours Limth ' _I platy 2..". Premx 1478 e'-6' Pramx aam4 4'-m' Pr.mx not 4.41 Preast x112 4-e' Premx I 690 10-4' m*06t an b'-Im' PrauK 1844 6'-6" "=Bat elm T.&. Fromm 697 11-61 "emu aim a--& Preeax axe 116 m at bw 9'-4' Fnsmx am Im'.6' PrIaax 49m II'4' Precast me n' -m' ReeaK 060 11'•6' Preaax a4t Praeax $14 w' a re mat 20 14-e' "ewst 211 a'-4' PreaaN 262 n,..p hawK 719 ,f.. NM INeermeid e 8" LINTEL UPLIFT 12" LINTEL GRAVITY 6"" LATERAL TABLE LINTEL S LATERAL LOADS (PLF) a♦i, a III1 :,Mff7Zn[FZ= �P�iiS%Z=lie til � .:a� 8" LINTEL GRAVITY LINTEL SAFE LATERAL LOADS (PLF) 2" 16' KNOCKOUT MOCK UPLIFT ��LEGIN FIELD) 31-M k;_ 6" 8/8.6-0 6A2 -5-0L $Ab -S -OL 8/10-6-0 6/14-6-0L !1E -S-0 6/32 -6 -OL TYPE PLAIN 6/B -S -IL IRRUPS AT 41-01 ca 8A6 -S -IL AL Af�S IMWIN WWI) 8" LINTEL GRAVITY LINTEL SAFE LATERAL LOADS (PLF) 2" SAFE t2RAvITY LOADS (MP) UPLIFT 12' RL 31-M TOTAL 6" 8/8.6-0 6A2 -5-0L $Ab -S -OL 8/10-6-0 6/14-6-0L !1E -S-0 6/32 -6 -OL TYPE PLAIN 6/B -S -IL 8A2 -6 -IL 8A6 -S -IL 6/10-6-1L 8/24-6-1L 5/16 -S -IL 8/32-5.11. PRECAST b02, 801 so 100" I"m 10"o 10"ip Wpm PRECAST26¢73 r Imam 11Sw 6'•8' i''T'Tii'^"��^"'moi"'-''�*'T''1•�r'.'��.."'� 1 00 lemp 10"o mm 116 I 2921 6133 9BID 10000 10000 10000 10000 PRECAST 1821 921 ,863 10000 10000 1000x0 10000 V0000 2214 6078 ,1, 9284 10000 10000 10000 4'-6' PRECA6t 1396 2214 6412 10000 10000 10000 104100 10000 Recax 41mI 2111 46bO 66x6 8520 10000 100'00 1000107 4'-D' PRECAST 1296 2111 4902 10000 10000 10000 10000 ID000 168 D'-4' 165, 3409 4823 6239 ,bbe 90„ lexwo D'-4' PRECAST 1006 1661 MD& 6431 101000 10000 10000 1000® 0x07, I1I1I11I1I1rnt_�''�ir-��1'7 146'1 30M bill Saga 10000 10000 10000 W-10' PRECAST 846 1461 3 0 6'-b' PRECAST 1101232 1232 1 2440 440 3am 62" ftft 10"0 1 0 WPM Im 16 1111• !i'� �'.-1.8iT%7• , 10000 -6' PRECAST 962 Im D , 19411 20M 4Q51 WO 92 46 100" PRECAST 644 0 %24b wvw PRECAbt DII sib 916 4 1124 26 2 6606 31511 3151 DOW 6406 Iwo ,956 wxw 1L7000 864 VOID 245 3444 4666 6983 10000 6'-4' PRECAST 452 1615 2419 3444 4810 6983 10000 i T 6 06, V-4' PRECAST 411 1991 6166 3,69 6124 ,06,10'-6' 1146 1649 223, 2962 3863 b094 PREGA$t g49 &14 1146 1649 223, 2962 3863 b094 1028 1465 1964 2866 3308 4239 Il' -4' F"CAST 316 1028 1465 1964 2566 3360 4239 WIP 951 13 12'-0' PRECAST 296 2961 .4 34 2 213v 6 12'-b' PRECAST 21, bob I em 16 0 464 1 822 161 1 10 13'-4' PRECAST 286 464 1 022 1161 IDIS lwrp 242b Belo 436 1 16%1013 408 86 222p 2141 14'-0' PRECAST 239 436 1 106 1166 25 2 I4'-6' PRESTRIESSED N.R NA 460 I N.R. all Nx. 1234 Nit 1421 11,9 2188 2662 III PREOTM�60D Nx 454 % ,65 1160 1331 V6b0 2032 2459 I,'-4' PRESTIlE68ED NR 389 652 962 Nn 111, NP. 13'19 Nit 16,1 199, NR' N.R 19'-4' PIiE5TR885ED NR. 339 66'1 649 960 11,'1 1416 W,6 20'-0 PRESTR666€D N.R. 32D 545 1 812 91 21'-4' PRESTRESSED NR 9D boy 14(p 040 1 4 NA 1224 22'-0' PRESTRESSED N.R. b, 006 wl lilt D16 24'-0' PRESTRESSED 11 N!R 03 8 NM - NP4 cm= Wt .Not l!-cded 8" RECESS DOOR HEADER LATERAL TABLE RECE55 poo1R !E !I:IAM LATERAL LOADS (PLFJ mum •.1 Fi'aeaa► Ibm 12" RECESS DOOR HEADER LATERAL TABLE RECESS POOR HEADER SAFE LATERAL LOADS (PLF) 2" LINTEL UPLIFT 12' RL 31-M Precast 2028 SAFE UPUFT �� 41.01 t ITO 21!66 �9i FwAbt no 26w ('OPTICONTTINUOUS 111111IIIIr"l1 �-- so no I� �17ULE IrEJ prwim wo b'•9' PremK Imam 11Sw 6'•8' i''T'Tii'^"��^"'moi"'-''�*'T''1•�r'.'��.."'� P(awK 1425 1'•8' Precast 116 I 2215 PN=&k 1588 00 i'tiT� �7� ��'� �''"T7• i� '�1� �' � s"r 1'-6' PrEmst mw Fracast Do1135 F'rews 7t0 9'•4' et 121m " K so w K me I INV 17'-D Recax 41mI 9Vim orf 1.0 �r� i'�?�■ li-7'� 11�� 1 K �•'' ��11♦ �.Tlll� �'ifl� �L' ��' r'Sit• �'�'11� �T.?1♦ t11111111111�r� ��"%� 1�TST� � i rel♦ �T".'.1, w 168 D'-4' I%Mabk Alm 186 FrawK 128 00 . Not1111010anwded C� Q � 0x07, I1I1I11I1I1rnt_�''�ir-��1'7 �111t1� ■�rr'1111� �>, �� !� I1111111�sr>• IIIIIIIIIIIIIIIIIENF7— mfr''Ittttttttttts's111111��7��''��>��7�1r*>• .� �>. �>. x'171. �i;i• m �'-✓• 1111• !i'� �'.-1.8iT%7• i`*?� i!*1• �c?y7� Wt .Not l!-cded 8" RECESS DOOR HEADER LATERAL TABLE RECE55 poo1R !E !I:IAM LATERAL LOADS (PLFJ mum •.1 Fi'aeaa► Ibm 12" RECESS DOOR HEADER LATERAL TABLE RECESS POOR HEADER SAFE LATERAL LOADS (PLF) aMa x000 161 GONG. PILL GCiJCRL u PLACED 1r FIELD) t1'KAN 12' RL 31-M Precast 2028 12tm 41.01 t ITO 21!66 bw FwAbt no 26w ('OPTICONTTINUOUS Pr""t 610 so no I� �17ULE IrEJ prwim wo b'•9' PremK Imam 11Sw 6'•8' F1'eresl P(awK 1425 1'•8' Precast 116 I 2215 PN=&k 1588 I/ •a LA^1 imwwcl 12" LATERAL TABLE x000 161 GONG. PILL GCiJCRL u PLACED 1r FIELD) LINTEL SAFE LATERAL LOADS IDLE) I ' c 1 Lo ' T��pp LE A�RA6�t LEQ U TO 14'-04 LENG7•MS pp�� F4.A61 FILLED y.1@ s mm bw Proubt 24M ('OPTICONTTINUOUS " i so no I� �17ULE IrEJ prwim wo 'B' BARD -SEE SCHEDULE Frodlat 11Sw 9"2DD 4' P(awK 2160 ' RecaK nam 2215 PN=&k 1588 00 K 0210 1'-6' PrEmst mw Fracast Do1135 F'rews 7t0 9'•4' et 121m " K so w K me I INV 17'-D Recax 41mI 9Vim t4'- ' K 49ID 00 1 K we @' st w 168 D'-4' I%Mabk Alm 186 FrawK 128 00 . Not1111010anwded I/ •a LA^1 imwwcl GGNTINUOUB x000 161 GONG. PILL GCiJCRL u PLACED 1r FIELD) i IN PIRLD) ATO ♦LEpyGA�"6�'RS" LEGYIJI" Ti? f4'-0' LEN4THS I ' c 1 Lo ' T��pp LE A�RA6�t LEQ U TO 14'-04 LENG7•MS 132' STIRRUPS w 4'-0' C/C CONTINUOUS (OPTIONAL),p11 ('OPTICONTTINUOUS uieo RI'aINFJ 'Mr; r � I� �17ULE IrEJ SGcNEDULE 'B' BARD -SEE SCHEDULE 1/32' STIRRUPS AT 4'•0' m ig TYPICAL LINTEL 8"X8" SECTION TYPICAL LINTEL 8"x8" RECESSED SECTION IONA. PDT 9101 Lp�y�gR6. L�aU1" o 14'-, %JGTNS :t ,137' STIRRUPS • 4'-0' C/C 'IONAL ODD TYf:lr= Qr=SIr4N74TION LO ' " BARS C1"IAM F�ITA'J TEL A R C H 1T E C TS Design Group inc. 1441 N. HONALU HLAUAN BLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a www.abdesigngroup.com AA #: 0003325 S9UBDIV. 8e LAT: TUSCA PLACE LOT #2009 PROJECT# 02105.004 MODEL: f21756" GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (WE KI WA) ARCHfiECT� STATE OF FLORIDA 4tau L... ,-->�E SCNEDLLL.E NOMINAL UJIDTHA-IEIC3NT GF LIN 15' 15AR6 - ME SC14El3ULE PLAIN OR SOL117 LINTEL PRINT ' DATE: 02/29/12 I �c LNo_ OF APP ITIONAL 05 BARO IN UP'PER SCALE: 1/4"=11—Opp TYPICAL COMPOSITE LINTEL SECTION TYPICAL LINTEL 12" X8" SECTION OR LOMB LINTEL CAVITY SHEET 1I1113. 1�F� Pq a W � 4 Q b C� Q r� z a � u q � 0 S9UBDIV. 8e LAT: TUSCA PLACE LOT #2009 PROJECT# 02105.004 MODEL: f21756" GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (WE KI WA) ARCHfiECT� STATE OF FLORIDA 4tau L... ,-->�E SCNEDLLL.E NOMINAL UJIDTHA-IEIC3NT GF LIN 15' 15AR6 - ME SC14El3ULE PLAIN OR SOL117 LINTEL PRINT ' DATE: 02/29/12 I �c LNo_ OF APP ITIONAL 05 BARO IN UP'PER SCALE: 1/4"=11—Opp TYPICAL COMPOSITE LINTEL SECTION TYPICAL LINTEL 12" X8" SECTION OR LOMB LINTEL CAVITY SHEET 1I1113. 1�F� a i0 25-5H 25 -SH EGRESS EGRESS o WIND 0';'ADCALU'ULATIO"N"m 41 COMPONENT AND CLADDNQ WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND MTS CALL # SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONE 120 MPH WIND REMARKS I 2 I'll 25-6H 5 25.O/ -32.3 25.0/ -32.9 , �tll 4 20 30(06 DR 4 24.7/ -26.9 5 112 ](01-0 x 11-0 GARAGE DR. 5 21.8/ -24.5 17 25-5H 4 25.0/ -21.2 11 25-5H 4 25.0/ -27.2 S 10 23 -SH 5 25.9/-34,1 lz 11 25-5H 4 25,0/ -21.2 10 11 25 -SH 5 25.0/ -32.9 11 40 (00(oa S.G.D. 5 231x/-30.0 OPTIONAL 12 48 (0080 5.G.D. 5 23.3/-29.4 13 24 35 -SH 5 24.4/-311 14 24 35-8" 4 24.4/ -26.(o WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA BUILDING CODE, 2001 ALLOWS THE PRESSURES TO 5E AVERAGED WHEN THE OPENING 15 PARTIALL"r LOCATED IN 50TH ZONE 4 AND ZONE F;, WIND PRESSURES ARE 5ASED ON WIND SPEED=120MPH (3 SECOND GUST) IMPORTANCE FACTOR m 1.0 EXPOSURE CATEGORY = 5 MEAN ROOF HEIGHT=LESS THAN 30 FT. FOR AN ENCLOSED 5UILDING I(I v 0-011 v 1,21-411 - ll' -4'1 ,21-4111, ZONE 5 p = +21.5 / -26.55 ZONE 4 p = +21.5 -24.0 PERCENTAGE OF AREA WITHIN ZONE 4: A4 = 11.33 + 16 = 0.71 ft PERCENTAGE OF AREA WITHIN ZONE 5: As = 4.66 + 16 = 0.29 ft AVERAGE POSITIVE PRESSURE ON GARAGE DOOR: p = 21.8 (0.9) + 21.8 (0,10) = 19,62 + 2.18 = 21.8 psf AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR: p = -24.0 (0,71) + - 2 6.55 (0,29) -17.05 + (73) -24.75 psf AVERAGE GARAGE DOOR PRESSURE: p = 21.81-24.8 A R C N I T E C TS Design Goupiroup . ne. 1441 N. RONALD REAGAN BLVD. 'AGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBIDIV. & LOT: TUSCA PLACE LOT #2009 ]PIROJECT# 02108.004 MODEL: "1756" G 7hGE SWIZqG- LEFT PAGE: WIND LO AD CALCULATIONS ARCHITECT STATE OF FLORIDA DATE: 02/29/12 scAL.E: 1/4''=1'- 0 SHEET JL c 0 3Lr<- , �tll W JU 17 (P SUBIDIV. & LOT: TUSCA PLACE LOT #2009 ]PIROJECT# 02108.004 MODEL: "1756" G 7hGE SWIZqG- LEFT PAGE: WIND LO AD CALCULATIONS ARCHITECT STATE OF FLORIDA DATE: 02/29/12 scAL.E: 1/4''=1'- 0 SHEET JL c 0 3Lr<- .7,1 .7,11 EXTERIOR M,45ONR T' WALL BRG. HEIGHTS 1111111111111 1 I S Q . 1 T • FJ CALCIS 30'-8°1_411 � LIVING GARAGE ENTRY LANAI 1153 5Q. FT. 404 50. FT. 35 SQ. FT. W 5Q. FT, � " 10'-011 31_O1' I7'-8' 8'-10° w 25-5H 25 -S+ -I 4 Hwy `�l EGRESS -1 0 EGRE S I III P.T 1=05TEll, I o LANAI goo V-8' GLC. I O @ I `4 f \lf NJ cq ,n Q' z 0 O O O O d 3-5N X71VIA 0 LAv. LAV. -0 1v v �c M 0. BATH _� m 0 8'-8" GLG. �9 � OWNERS SUITE 8' -8" GLG. � Sk br g � (0080 5.G.1D. `' =I W.I.C. ,y �1 $CARPE IYI 9'-811 31_411 (,p° 6'-0' @ 10'-�" 11_411 — ZTIVE NIS I 1R -15a -I WG 201-611 m x TUB W/ ROWER - BATH _U2-11 (TILE) N LU aca � Nw 10° 1 I ff I 120 ' BDRM. 3 a' -S' GLCa. (CARPET) ` A , , m 0 r GREAT ROOM S'-8" GLC. (CARPET) Ml 2-160 ny Q C14 N er " IR -151-I -- — -- — (P 4-o �t n► 4C -r. ��l 0 r �'-10° al ROOM 8'-8" GLC. (CARPET) m ,n Nw = `1 m I S -8 4-0 3 4 5 4 41-411 BDRM. # 2I o�� LAUN. _� ~ S�,'GLC.(CARPET) II OI ------ r` 173SN FOYER 0 ` 1 -� — �- — — Ie e MT 8'-S" GLCrt.c4 (TILE) �\/2-0 " _ Oil BI=.//VM T. _ _ 1 S1 1(-w 1 itl 21_11 1 DLU. A w KITCHEN 10— 8 -8' CLCD. fK 4 (TILE) ' 61 Q m 00, `GOND.} _ .� WN. X 2' STEEL — — — — PIPE 22"x�a4' BOLLARD I ATTIC I ACCESS L — — — — 40"X16 "X10" TRANS. A5v (ELEV. 'V VE") NOOK 8 (TILE G, 25=5N NB ENTRY 8' -8" CLCD. 2—CAR GAR. ELEv. 'I S'-8' GLCrt. 11'-8° GLC. ELEV. 1111 11 )" II -8 CLG. ELEV. "G118'E" � , m �� ^ ;- �'► IIea'-0' x 1'-0" O.N. -------------------- .� .. 'ti 3'-0" 8' -m" . CIA ^1i_QO /_.1_011 31 -VO 20'-0' ,'-8" 13'-4411 401-011 EXTERIOR M,45ONR T' WALL BRG. HEIGHTS 1111111111111 1 �t f x6 P.T POST—/ �I I S Q . 1 T • FJ CALCIS jq � LIVING GARAGE ENTRY LANAI 1153 5Q. FT. 404 50. FT. 35 SQ. FT. W 5Q. FT, � " TOTAL 2285 5Q. FT. �t f x6 P.T POST—/ �I I uj �I jq � I � " LANAI 8'-S' GLG, ELEC. OUTLET PER ELEC. CODE R IDETAIL 1 010 1 w a_, w, N"l NOTES: -DENS ARMOR AT 5,4THROOM6. -PREFAB 5140WERS/TU56 TO BE SET IN TYPE 2 FOAM. A R c N rrEc rs Design Group ,no. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrou p.com AA #: 0003325 SUBDIV. a Loll% TUSCA PLACE LOT #2000 PROJECT# 02108.004- H4DEL: "1'758" C;IIr,A t&GEE SWING: LEFT PAGE: FLOOR PLANT ARCHITECT - STATE OF FLORIDA J S CANTWELL R NO 12079 PRINT DATE: 02/29/12 S CALM: 1/4"=1'-0" :SHEET 2 dg w w 4 Hwy `�l z 0 g 0 SUBDIV. a Loll% TUSCA PLACE LOT #2000 PROJECT# 02108.004- H4DEL: "1'758" C;IIr,A t&GEE SWING: LEFT PAGE: FLOOR PLANT ARCHITECT - STATE OF FLORIDA J S CANTWELL R NO 12079 PRINT DATE: 02/29/12 S CALM: 1/4"=1'-0" :SHEET 2 dg AREA OF ATTIC = 2493 SQ. FT. NET FREES VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 2493/300 = 8.4 50. FT. 1156.64 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC, = 5 X 1156.64 898.32 (BALANCE TO BE PROVIDED IN 5CFFIT OR EAVE VENTS) _ _ _ _ _ OL Il' -4 1/2" BLDG. HGT. OFF RIDGE VENTILATION AREA = 115 5Q. IN, PER VENT TOTAL * OF VENTS REQUIRED = (6)GRICKET TOTAL 10 OF VENTS PROVIDED = (6) SHINGLE ROOF 12 -A11 6" LAP SIDING — 1 'X4" TRIM r I '-O)'I PIN KI 1 I -A11 m NONE,= ee ME e. ■■■ ■■ ■■■ EI momill MIN STONE VENEER FRONT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFIGATIONS OFF RIDGE VENT TEXTURED FINISH OFF RIDGE VENT u Nmoilwool mf�X MIA RAISED SAND TYP. m II FIN. FLR. A R C H IT E C TS /�'� Design GCOU Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 I NONE,= ee ME e. ■■■ ■■ ■■■ EI momill MIN STONE VENEER FRONT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFIGATIONS OFF RIDGE VENT TEXTURED FINISH OFF RIDGE VENT u Nmoilwool mf�X MIA RAISED SAND TYP. m II FIN. FLR. A R C H IT E C TS /�'� Design GCOU Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SLTBDIV & z oT: TUSCA PLACE LOT #2009 PFtOJECT# 02108.004 MODMU "1'758" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATIONS ARCHITECT STATE OF FLORIDA DATE: 02/29/12 SCALE: 1/4"=11-0" SHEET C O P' W U w w � i~ O p a q U SLTBDIV & z oT: TUSCA PLACE LOT #2009 PFtOJECT# 02108.004 MODMU "1'758" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATIONS ARCHITECT STATE OF FLORIDA DATE: 02/29/12 SCALE: 1/4"=11-0" SHEET C O P' AREA OF ATTIC _ 2493 SQ. FT. NET FREEE VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA = 2493/300 6.4 50. FT. _ 1196.6 4 SQ. IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC .5 X 1196.64 = 598.32 (SALANCE TO 5E PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 115 SQ, IN. PER VENT TOTAL 0 OF VENTS REQUIRED 2 (6) TOTAL # OF VENTS PROVIDED = (6) I_All �v- " r- " F _R" STONE VENEER Ca OFF RIDGE VENT 9 r " OFF RIDGE VENT OFF RIDGE VENT LEFT ELEVATIO�W TEXTURED FINISH STONE VENEER TO RE INSTALLED PER MANUFACTURERS SPECIFICATIONS OFF RIDGE VENT Rlfk---X"'HT E TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS OPT. S.G.D. u ii u ii ii a �-- u ii u 8' -8" BRIG. HGT. STONE VENEER nl_n" r-iN Pi 1p M 8'_ A R CH ITEC -TS Design Group nG. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngrou p.com AA #: 0003325 SVEDIV. & LOT: TUSCA PLACE LOT #2009 PROJECT# 02108.004 MODEL: 1750" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATIONS » C ARCHITECT. STATE OF FLORIDA CANTWELL NO 12079 DATE: 02/29/12 SCALES 1/4"=1'-0" SHEET zj c 0F� rLu d � 0 U A U A � SVEDIV. & LOT: TUSCA PLACE LOT #2009 PROJECT# 02108.004 MODEL: 1750" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATIONS » C ARCHITECT. STATE OF FLORIDA CANTWELL NO 12079 DATE: 02/29/12 SCALES 1/4"=1'-0" SHEET zj c 0F� FRONT ELEVATION TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS REAR TEXTURED FINISH FLEVATION 14 ¢� WA WA3 (P. TYPEl. LEFT ELEVATION TEXTURED FINISH STONE VENEER TO BE IN5T,4LLED PER MANUFACTURERS SPECIFICATIONS l !'IGHT ELEVATION akit'i TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS III A R C H IT E C TS Design 00OGroup Inc. .441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 H �.l Lu N u a ll h 0) 0 0 h m sysDxv. & LOT: TUSCA PLACE LOT #2009 PROJECT# 02108.004 MODEL: "1'756" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY ELEVATIONS >> C >> ARCHITECT: 19 STATE OF FLORIDA w, �a _.. NO 12079 DEt ATE: 02/29 12 SCATM. 1/4"1=11-0" SHEET 4C. 1OF(�� HEADER SPAN CHART TO CONNECTOR SCHEDULE 51NGLE S MPSON or (Usp) DES. UPLIFT GRAVITY FASTNER )- META -I6 1450 (1) 10d x 1 1/1 1 -PLY/ (b) 16d 2 -PLY a;: Z p (2) META -16 1385 Iwo (10)10d x 1 1/2 I -PLY (14) Ik"d 2 -PLY V'1 4 META -16 1510 (S) 10d x 1 1/2 1 -PLY/ (a) 1bd 2 -PLY SIZE HETA-20 1510 (S) 10d x 1 1/2 1 -PLY/ (8) trod 2 -PLY DBL 2 DBL 2 D5L 2 IDSL 2 (2) WETA-20 2035 2500 (10)10d x 1 1/2 I -PLY (12) 1bd 2 -PLY MGT + 3565 (1) 5/8' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d t0 WOOD Q -HOT-2 + 10580 (2) 3/4' A.T.R. IN HIGH STREWTH EPDXY (MIN. 12' EM15ED), 06)10d TO WOOD � HGT-3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD LTAI 1420 (12) 10d x 1-1/2' VGT 4940 (1) 5/a' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EM!BED), (16) SDS 1/4' X 3' TO WOOD (VAT(2-PLY/3-FLY) 1158/8830 (2) 5/5' A.T.R. IN HIGH STREWTH EPDXY (MIN. 12" EM150P), (32) SDS 1/4' X 3' t0 WOOD MT6-12 1000 (14) 10d x 1 1/2 HTS -16 1150 (fro) 10d x 1 1/2 HTS-2fd 1450 (24) 10d x 1 1/2 LSTA-12 ++ 525 (10) 100 LSTA-18 ++ 1235 (14) 10d V) MOTA-la ++ 1315 1 (14) 10d MSTA-24 ++ 1640 (IS) I0d GK MSTA-30 2050 (22) 10d � j MSTA-36 ++ 2050 (26) 10d MST[ -36 3800 (36) 10d x 1 1/2 MSTI-45 50b5 (46) 10d x 1 1/2 Hb 950 (8) Hd TO PLATES, (8) Sd t0 STUDS 9P4 am (6) 10d x l 1/2' TO STUDS A33 '150 (4) 10d TO BEAM (4) 10d TO POST. HCP2 645 (6) 10d x 1-1/2' 315S (16) ad x 1- 44 2200 6665 (l) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN, i' EMORP.) IN CONC. (12) lbd t0 WOOD V) AM 66 2300 12000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I- EMI°SEDJ IN CONC., (12)lbd TO WOOD W LTTIS +++ 1340 (1) 3/4' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 'I' EMBED.) IN GONG, (S110d TO WOOD � TT20 +++ 1625 (1)1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 'I" EM0=0 IN CONC. (2))V 15O T TO WOO (J 3610 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EM15EDJ IN CONC. (15) 10d x 1 1/2' TO WOOD Z HTT4 4235 4550 (1) 5/5' A.T.R. IN HIGH STRENGTH EPDXY (MIN. -I' EMBED.) IN CONC. (18) trod x 2 112' t0 WOOD (1) 5/6" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN GONG. (2b) 10d x 1 1/2' TO WOOD HTTS 4610 090 (1) 5/0' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) 10d TO WOOD 1 /8 A.T.R. IN HIGHSTRENGTH EPDXY, (MIN. V EMMP.) IN CONC. 6) Ibd x TO WOOD HHDQII-SAS 2.5+ 11445 1) V A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN GONG, (24)SDS A' x ' WOOD SCREWS 1 6450 0) 118' Ate. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN GONG. (3)X' STUD BOLTS t0 WOOD MBNA 3.56/1125 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN 6.75' EMBEDMENT) IN C1`1.U. TOP, (1)3/4' A.TR. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN Cl"1.U. FACE, 08)10d TO SEAM MBHA 550/1125 3415 5330 (1) 3/4' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' ALT.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. FACE, (1S)10d t0 BEAM z Z C210-3 (WOOD 1510 40(40 (FLOOR) ID -1/4'x 2-3/4' TITEN ( 3 PER FLANGE) TO CMU, (10) 10d TO WOOD 3140 (ROOF) = WUC410 (CMU) 1810 5065 18-1/4' x 2-3/4' TI ( S PER FLANGE) TO CMU (10) 10d TO WOOD 210-3 1 1616+ 14000 15-114'x 2-3/4'TrMN TO CMU ( 10) 10d TO WOOD HIGH STRENGTH EPDXY . 6IMP50N 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SU"TITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWA15LE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W I'_ +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMpEDMENT INTO THE FOUNDATION WILL 13E I- O AT.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 CONNECTOR$, THE CONTRACTOR MUST 15E RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PRO 1ECTION IS LIMP. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A57M-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENSINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-20111, 'HIGH WIND -RESISTANT CONSTRUCTION C-HW03, AND ANCHORING t FASTENING SYSTEMS FOR CONCRETE t MASONRY CATALOG C -SAS -2003. HEADER SPAN CHART BRAGING LEGENID EXTERIOR GABLE TO BE BRACED W/2X4 BLOCKING a 4'-0" O.C. (1ST 2 BAYS) 4 2X4 SYP *2 X -BRACING, REFER TO TYPICAL DETAIL 54-4T5 FOR BRACING REQUIREMENTS FASTEN 2X4 S`I'P 02 OR 5PF BEVEL CUT TO TRUSS TOP CHORD LU/106 x 3' NAILS 6" O.C. STAGGERED NOTE: TRUSSES MARKED W/AN "* " REQUIRE UJEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRU55 MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRALUINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. -(17 - DIlNOTE RA1' RUN � I�' CHIC MAX. HANGERS TO BE USED�) 51NGLE STORY Af=I LIC,4TION or (Usp) rA SIZE CLEAR SPAN PBL 2 DBL 2 DBL 2 DBL 2 x 6 x S x 10 x 12 UP TO 5'-4' 5'-4" TO i' -Oil 1'-0' TO I0"-0" 10'-0" AND OVER TWO 5TOR"Y APPLICATION DOUJN STAIRS 3 THDH26-2 (D) SIZE CLEAR SPAN DBL 2 DBL 2 D5L 2 IDSL 2 x (o x 5 x 10 x 12 UP TO 5'-0" 5'-011 TO 61-4" 6'-4" TO 61-0" 8'-ol' AND OVER BRAGING LEGENID EXTERIOR GABLE TO BE BRACED W/2X4 BLOCKING a 4'-0" O.C. (1ST 2 BAYS) 4 2X4 SYP *2 X -BRACING, REFER TO TYPICAL DETAIL 54-4T5 FOR BRACING REQUIREMENTS FASTEN 2X4 S`I'P 02 OR 5PF BEVEL CUT TO TRUSS TOP CHORD LU/106 x 3' NAILS 6" O.C. STAGGERED NOTE: TRUSSES MARKED W/AN "* " REQUIRE UJEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRU55 MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRALUINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. -(17 - DIlNOTE RA1' RUN � I�' CHIC MAX. HANGERS TO BE USED�) g' -O" (Simpson) or (Usp) rA HUS26 � HUS26 0 HGUS26-2 2 3 THDH26-2 (D) HGUS28-2 (D) THDH28-2 � HHUS46 � THD46 Q SUR/L26-2 � SKH26R /L-2 MINIMUM WALL AND HEADER STUD REQUIREMENTS TRUSS WEB BRACE REQUIRED SEE INDIVIDUAL ENG SHEETS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO g' -O" U.N.O. 4'-I1 1/2 AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO 5E MANUFACTURED 5Y SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.T'YPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * TRUSS TO MASONRY/CONCRETE SHALL 5E META -16 * FLOOR J015T TO MASONRY /CONCRETE SHALL 5E HETA-I(o AT EACH END AND 32" ON CENTER ON J015T5 PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL 5E FITS -12 3.TRU55 TO TRUSS CONNECTIONS AND HANGERS SHALL 5E DESIGNED AND SUFIPLIED 5Y TRUSS MANUFACTURER. 4.5,1EFER TO TRU55 MANUFACTURER'S 5IGNED ANIS SEALED DRAWINGS FOR LOCATIONS, f=ROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5.HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REa, ARE STANDARD U.N.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT 5LOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES s EA. END. CUT BITCH 4 5EVEL TO FIT TIGHT TO TRU55 A5 PER APA (REQUIREMENTS. HUC410 LU/ 18-1/4'x2 3/4" - TAPCONS (S PER FLANGE) 1PUR, Him js� I 2X12 TO &><b POST (2) MSTA-24 POST TO SLAB ABU -66 HUC410 W/ 15-4"x2J" TAPCONS (3 PER FLANGE) SOUTHERN 05/26/11 A R C H IT E C Ts Design O.F.,roupc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 S9U313DIV. & IAT: TUSCA PLACE LOT #2009 PROJECT 02108.004 MODEL: "1"756" GARAGE SWING: LEFT PAGE: FRAMING PLAN ELEVATION ARCHITECT- STATE OF FLORIDA 3DATE: 02/29/12 SCALM: 1/4"=1'-0" SHEET 5 C OP' W uu U � C q u C-. ti S9U313DIV. & IAT: TUSCA PLACE LOT #2009 PROJECT 02108.004 MODEL: "1"756" GARAGE SWING: LEFT PAGE: FRAMING PLAN ELEVATION ARCHITECT- STATE OF FLORIDA 3DATE: 02/29/12 SCALM: 1/4"=1'-0" SHEET 5 C OP' S1'M50L DEFINITION NOTES r-f.%M Ir =.J WI IH GROUND FAULT 12DV OUTLET 20 AMP SINGLE POLE 110v OUTLET 110v OUTLET 1 LAUNDRY CIRCUIT AT 1500 JACK 4 WIRE 1/2 OF OUTLET WH 220v OUTLET 110v OUTLET WIRED To EXTERIOR GROUND FAULT GFI SWITCH LIGHT /\ NATURAL GAS LOAD INFORMATION r-f.%M Ir =.J WI IH GROUND FAULT OUTLET GFI 110v OUTLET (TAMPER 1f8!3TANT 1 LAUNDRY CIRCUIT AT 1500 JACK 4 WIRE 11J!! WH 220v OUTLET CONNECTION WP EXTERIOR GROUND FAULT GFI WATERPROOF INTERRUPTER FIRST 10 KVA OF GENERAL LOAD AT 100% OUTLET REMAINDER OF GENERAL LOAD AT 409. 22958 VA x .4 A/C SWITCH 19168 4 TON HEAT PUMP#1 28 AMPx 240 VAS Tv. 2.5 TON HEAT PUMP#2 21 AMPx 240 VA— TELEVISION SWITCH 3 -WAY OPER. 6 KW ELECTRIC HEAT AT 85% SWITCH 4 -WAY OPER. 19188 NET TOTAL HEAT 13220 TOTAL LOAD WALL CALCULATED LOAD FOR SERVICE 32408 VA/240 V- 136 AMP 150 AMP SERVICE MOUNTED LIGHT rz� O U CEILING LIGHT r VAPOR `° PROOF v r RECESSED CAN l WALL SCONCE A _f PREWIRE 1 CFM PER V ENT. FAN SQ. Ft. VENT. FAN I CFM PER W/LIGHT SQ. FT. 2' LIGHT STRIP 4' LIGHT STRIP 4' RECESSED 2-5UL5 WRAP ® FLUORESCENT LIGHT AROUND _ 2' FLUORESCENT *FLUORESCENT 21 4' TRACK LIGWT ® PANEL METER SMOKE BATT. BACK-UP �../S.p. DETECTOR W/ NTE Wfi�E WALL BATT. BACK-UP MOUNTED W/ HARDWIRE SD. DETECTOR CONNECTED BATT. 19ACK-UP CARBON W/ HARDWIRE MONOXIDE/ ErTKYS/CO O INTER- NTER- CONNECTED SMOKE DEOR A COMBO DISTANCE OF NOT LESS THEN 4' FROM WALL LIGHT /\ NATURAL GAS LOAD INFORMATION Y OUTLET 5288 2 20 AMP APPLIANCE CIRCUIT AT 1600 VA EA. TELEPHONE 1 LAUNDRY CIRCUIT AT 1500 JACK 12000 1 WATER HEATER WH 1 DISHWASHER WATER HEAT. 1 CLOTHES DRYER 5000 1 DISPOSAL 500 DISCONNECT 32968 FIRST 10 KVA OF GENERAL LOAD AT 100% AIR. GOND. REMAINDER OF GENERAL LOAD AT 409. 22958 VA x .4 A/C DISCONNECT 19168 4 TON HEAT PUMP#1 28 AMPx 240 VAS Tv. 2.5 TON HEAT PUMP#2 21 AMPx 240 VA— TELEVISION 10 KW ELECTRIC HEAT AT 85% 8500 6 KW ELECTRIC HEAT AT 85% --- JACK 19188 O DE SUPPORTED J J -BOX IN ACCORDANCE W/ BOX MARKED AS SUCH FOR CEILING `QUI FAN/LIGHT REQUI BE SUF IN ACC( W/ BOX AS SU FLOOD LIGHT OPTIONAL KP SECURITY KEYPAD PUSH- FOR Ta BUTTON CHIMES LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI a ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL * BATHROOM EXAUST FAN TO HAvE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 2001,RENDENTIAL CODE TABLE 11150tv3) * LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PER50NNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC GABLE AS N.E.C. 2006 ARTICLE 300.15) (2) ALL RECEPTACLES TO 5E TAMPER- RESISTANT TYPE OPT. -- _.�, ,_____�--- OPT. COACH COACH LIGHTS LIGHTS NOTE: ALL BRANCH CIRCUITS IN THE BEDROOMS ARE TO 5E PROTECTED 5Y AN ARC -FAULT INTERRUPTER LISTED TO PROVIDE PROTECTION OF ENTIRE BRANCH CIRCUIT WP GF I NAI II -' rCEILING MTD. LIGHT TO IBE INSTALLED, PROVIDE J -BOX FOR OPT. FAN OPT. SLI11r)ING GLASS DOOR POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDAR'r- ELECTRICAL SERVICE. PROVIDE 3,11 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 *2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT 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*02) HOUSE PLAN: 1756 MODEL LOAD INFORMATION VA 1758 SQFT GENERAL LIGHTING X3 VA PER SQFT 5288 2 20 AMP APPLIANCE CIRCUIT AT 1600 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 32968 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 409. 22958 VA x .4 9188 TOTAL NET GENERAL LOAD 19168 4 TON HEAT PUMP#1 28 AMPx 240 VAS 8720 2.5 TON HEAT PUMP#2 21 AMPx 240 VA— --- 10 KW ELECTRIC HEAT AT 85% 8500 6 KW ELECTRIC HEAT AT 85% --- NET GENERAL LOAD 19188 NET TOTAL HEAT 13220 TOTAL LOAD 82408 CALCULATED LOAD FOR SERVICE 32408 VA/240 V- 136 AMP 150 AMP SERVICE NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC—FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE 3 *1 CU, I *(o CU GND 2" CONDUIT OR PROVIDE 3 02/0 AL, 1 04 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT w OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 1201/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSY6TEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 114 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.52(3). 5/5" DIA X 8 FT LONG COPPER CLAD GROUND ROD NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICA5 LE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL GODS, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. A R C H Il' T E C T S 4/''� Design G rOu p Inca 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 F~ -I W W� N � 4 Q � tu w LU rz� O U Q N (P A � 0 cv SUBDIV. 1& LOT: TUSCA PLACE LOT #2000 3PROJECT# 02108.004 MODEL: "1`56" GARAGE SWING: LEFT 3PAGE: ELECTRICAL PLAN ARCHITECT - STATE OF FLORIDA DATE: 02/29/12 SCALE: 1/4" —1'-0" SHEET OP2 LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE-WALL OR 1 WAY DIFFUSER SOLID LINE= SUPPLY TRUNK BROKEN LINE= RETURN TRUNK BALANCING DAMPER OR DBD 4 CEILING EXHAUST FAN O/A OUTSIDE AIR (1) THERMOSTAT ® PA55 THROUGH AIR GRILL PT ® VERTICAL CHASE A/C SECURE STRAP TO UNIT SIMP50N WB CONG. W/ (2) ROLL STRAP TAP-CON5 OR EQUAL PLA SECURE STRAP TO CONC, SLAB UNIT W/ (2) 108x1 1/4 BHT MTL SCREWS NOTE- ALL HVAC TO HAVE PROPER PANS W/DRAINS ATTIC EXTERIOR WALL AIR ji� SUCTION AND LIQUID REFRIGERANT LINES Aux. Drain Line R/AP. TRAY 3/4" PVC CONDENSATE DRAIN LINE R6TURM ? —REFRIGERANT LINES TO CONDENSING UNIT — TRAP DRAIN LINE AND TERMINATE IN A APROVED DRAIN, AS PER FLORIDA MECHANICAL BLDG. CODE 2001, 301.2.1.1 HVAC NOTE & I. 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—b RATING, ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER 200'1 FLORIDA MECHANICAL BLDG. CODE SECTION 0003 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 GLASS 1 AIR DUCT AS PER NFPA WA 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 to. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO 200'1 FLORIDA MECHANICAL CODE &03.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH 2O0- FLORIDA MECHANICAL CODE SECTION 403 S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER—CUT DOORS FOR MAKE—UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIFE RATED CEILINGS AND WALLS ALL 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 2001 FLORIDA MECHANICAL CODE SECTION (001 10. GRILLS AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. I1. DRYER 500STER TO BE A FANTECH DBF 5006TER FAN OR EQUAL. L FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. MECHANICAL PLAN ALL BALANCING RETURNS ARE THROUGH WALL 4 OVER DOOR EXCEPT FOR MASTER BEDROOM A R C H I T E C T S 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 82750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 00 SCALE: CEILING SHEET T y PLENUM— AIR sUPpLY AIR "Tufm EXTERIOR WALL AIR ji� SUCTION AND LIQUID REFRIGERANT LINES Aux. Drain Line R/AP. TRAY 3/4" PVC CONDENSATE DRAIN LINE R6TURM ? —REFRIGERANT LINES TO CONDENSING UNIT — TRAP DRAIN LINE AND TERMINATE IN A APROVED DRAIN, AS PER FLORIDA MECHANICAL BLDG. CODE 2001, 301.2.1.1 HVAC NOTE & I. 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—b RATING, ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER 200'1 FLORIDA MECHANICAL BLDG. CODE SECTION 0003 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 GLASS 1 AIR DUCT AS PER NFPA WA 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 to. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO 200'1 FLORIDA MECHANICAL CODE &03.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH 2O0- FLORIDA MECHANICAL CODE SECTION 403 S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER—CUT DOORS FOR MAKE—UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIFE RATED CEILINGS AND WALLS ALL 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 2001 FLORIDA MECHANICAL CODE SECTION (001 10. GRILLS AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. I1. DRYER 500STER TO BE A FANTECH DBF 5006TER FAN OR EQUAL. L FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. MECHANICAL PLAN ALL BALANCING RETURNS ARE THROUGH WALL 4 OVER DOOR EXCEPT FOR MASTER BEDROOM A R C H I T E C T S 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 82750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: TUSCA PLACE LOT #2009 PROJECT# 02108.004 MODEL» "1756" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN ARCHITECT* STATE OF FLORIDA CANTWELL 1012079 DATE: 02/29/12 SCALE: 1/4"=1'-0" SHEET 7 0P'r-, �_Dl w C3 O w d r u b Q w A z u z A SUHDIV. & LOT: TUSCA PLACE LOT #2009 PROJECT# 02108.004 MODEL» "1756" GARAGE SWING: LEFT PAGE: MECHANICAL PLAN ARCHITECT* STATE OF FLORIDA CANTWELL 1012079 DATE: 02/29/12 SCALE: 1/4"=1'-0" SHEET 7 0P'r-, �_Dl R C H IT E C TS L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i �H Z 0 4 w 4 Q U b � O LU � z A � SUBDIV. & LOT: TUSCA PLACE LCAT #2009 PROJECT# 02108.004 MODEL: "1756" GARAGE SWING'. LEFT PAGE: LSAIW CHANICAL PLAN GRASS BAY ARCHITECT, STATE OF FLORIDA JAMMS CANTWELL wm AA NO 12079 PRINT DATE: 02/29/12 SCALE: 1/4"—l'—O" SHEET 7 O� A R C H IT E C TS Design Group Inc. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w w � D p � 0 q U h (P 0 SuBDIV. & ]LOM TUSCA PLACE LOT #2000 PROJECT# 02108.004- MODEL.- )) 1756 ODEL:"1758 GARAGE SWING: LEFT PACE: CABINET LAYOUT ARCHITECT STATE OF FLORIDA CANTWELL NO 12079 DATE: 02/29/12 SCALE: 1/4"=1'-0" SHEET 0 � olp ll) l3 REDAR VERTICALLY W/ CONC.TEXTURED FINISH TEXTURED FINISH RR CELL o .2 INSULATION R-11 INSULATION MIN. R-11 INSULATION MIN. STUDS Ib" O.C. MAX STUDS 16' O.C. MAX X TEXTURED FINISH E 0. SECURE Bt. PLATE TO pSLK W/ SECURE St. PLATE t0 SLAB W/ 1/2" GYP. WL. ESD. 1/2' GYP. WL. BD. -j a' CMU ' ANCHOR DOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 'I' ANCHOR BOLT W/ 2' WASHER SET IN SIMP80N HIGH STRENGTH EPDXY 7' SECURE IST. PLATE TO BLAB W/ IOd CUT NAILS/ MASONRY NAIL * 32' O.C. WOOF BASE ECURE BT, PLATE TO SLK W/ }' ui WOOF SASE [1 SECURE t0 ' CxYP. UL. 8P. EMBED. MIN p 32' OG MAX. MAX 2L` ANCHOR DOLL W/ 7' WASHER BET IN ST. PLATE SLK W/ co WOOD BASE EMBED. MIN. 32' OC MAX. HIGH STRENGTH EPDXY t` E ANCHOR BOLT W/ 2' WASHER BET IN SIMPSON HIGH STRENGTH EPDXY T' EMBED. MIN +� 32' OG MAX. EMBED. °� p EMBED. MIN. 0 32" OC MAX. W W ° a 1 "..@°:a.a.4' GONG„ REINF. W/ b xb" "10 WWM OR FIDERMNE ON b -MIL POLY 4' CONC., REINF. W/ b'xb` X10 WW1M OR FIBERMESH ON b -MIL POLY 4' CONC, REINF. W/ b'xb" •10 WWII OR FIDERME$H ON b -MIL POLY 4" CONC, REINF. W/ 6'xb' "10 WWM OR FIDERMESH ON b -MIL POLY H8' iA °' .. 'a•4'GONG, REINF. W/ b'xb'+10 WUIM OR4' FIBERMESH ON b -MIL POLY CONC, 1aEINF. W/ b'xb' *ICA tllWM OR FIBERMESH ON b -MIL POLY ETHYLENE VAPOR BARRIER ON SHALL GLEAN TERMITE TREATMENT SHALL SE SORA -DARE x ETHYLENE VAPOR BARRIER ON � � WELL -COMPACTED GLEAN TERMITE in TREATI=MENT SHALL BE BORA-CARE L ETHYLENE VAPOR BARRIER CN ( WELL -COMPACTED CLEAN TERMITE TREATEMENT zETHYLENE VAPOR BARRIER ON iWELL-COMPACTED GLEAN TERMITE . a" ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE ' HY ' Et LENS VAPOR BARRIER ON "' ° e ' WELL -COMPACTED CLEAN TERMITE RTREATMEN 4, " , +5 SHALL BE BORA-CARE 1,-0,- x (3) "5 REBAR oN CHAIRS mTREATEMENT SHALL BE BORA-CARE TREAtEMENT SHALL BE BORA-CARE TREATEMENT SHALL BE SORA-CARE TL 4' a' 4' I'-4' (2J RESAR ON CHAIRS 11_a� 1 4 (2) 5 RESAR ON CHAIRS 4' 8' 4' 4' b' 16- Ll- (3) 05 REBAR ON CHAIRS (?) �5 REBAR ON CHAIRS m l (2) •D REBAR ON CHAIR$ ` U _4. I -a, 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING 1 -STORY FOOTING 2—STORY FOOTING 1 W BLOCK WALL W UPLIFT)—AT AT L. B W.1, L. B. W. AT L.B.W. W NO— UPLIFT W FRAME _WALL W FRAME WALL . SCALE:5C4LI== L1/2'-1'-& 3 A 1/2 1 0 ll) r6 REDAR VERTICALLY W/ CONC. t� z 0 POUR CELL (1) S RESAR VERTICALLY + • ° W/ GONG. POUR CELL • + STUDS Ib' O.G. MAX a' CMU 4' GONG., REINF. W/ b`xb' •10 WWM OR FIDERMESH ON 6 -MIL POLY is 1/2' * HEAD OF GARAGE 6 1/2' * HEAD OF GARAGE � � B' GMU � � CURB HEIGHT VARIES ¢- ETHYLENE VAPOR BARRIER ON m WELL -COMPACTED CLEAN TERMITE 0 a PARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ PARIES WITH SLOPE SECURE DT. PLATE t0 SLAD W! ,, L 4' CONC, REINF. Wl 6'xb' 010 WWM OR ;; FIBER"1ESH ON b -MIL POLY tEAT N7 SHALL ORA -CARE ON GHA�r ANCHOR BOLT W/ 2" WASHER $E7 IN !1`� SIMPSON HIGH STRENGTH EPDXY T" ANGI.IOR DOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY '1" EXTENDED SLAE3 11/2" CURB HEIGHT VARIES ay CURS HEIGHT VARIES i ETHYLENE VAPOR BARRIER ON m WELL -COMPACTED CLEAN TERMITE THICKEN EDGE EMBED. MIN 9 32' OC MAX. y EMBED. MIN. 0 32' OC MAX. i 1/2' RECESS FOR SERVICE DR 0 F0 TREATEMENT SHALL BE SORA -CARE 4 SGALE� I/2'el'-fD' d' a IK •. e � �q 111 W a. "---'r-�F••.--•-i f a' ° � ° .. .--:i�-•-�NF�wTa � rT-•arw-.�rl-=w�--�1 °. � �.l�°•Y1'(3)'S6 a ry .VNy e a 4 GONC, REINF. W/ b'xb 10 WJILM OR FIBERMESH ON b -MIL POLY 4 GONG, REMI=. W/ b'xb' M2+ WL"'1 OR FIDERMEBH ON b -MIL POLY � • op � 4 GONG., REINF. W1 6`xb' 41CA WUJM OR -' ° FISERMESH ON 6 -MIL POLY ' op ° 4 CONC, REINF. W/ 6 xb' Ila WWM OR ° FIBERMEN4 ON 6. -MIL POLYa°aETHYLENE y � t4- REBAR ON CHAIRS VAPOR BARRIER ON WELL COMPACTED CLEAN TERMITE ETHYLENE VAPOR BARRIER GN 2 WELL-GOMPACTED CLEAN TERMITE aa�j ETHYLENE VAPOR BARRIER ON WELL -COMPACTED GLEAN TERMITE •. � •° ETHYLENE VAPOR BARRIER ON WELL -COMPACTED GLEAN TERMITE4' NG, REINF. W/ b'x6' "10 U�U'1 OR @' 4' 4` TREATEMENt SHALL BE SORA -GARS 1'_4- i�1 4' b' b' 4' iREATEMENT SHALL BE BORA-CARE TREAtEMEN7 $HALL SE BORA-CARE pl TREATEMENt $HALL BE BORA-CARE ON b -MIL POLY 14-14-1 (2) 5 RESAR ON CHAIRS I' -a' (3) 5 R€RAR ON CHAIRS F_ C2J +'9 REBAR ON CHAIR$l2) 9' 4'FIDERME5H r6 REBAR ON CHAIRS 4' b" b" 4" ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE M TREATEMENT SHALL BE BORA-CARE GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP SLAB AT GARAGE 1—STORY FOOTING 2—STORY FOOTING NON—BEARING 1—STORY L.B.W. �A 2—STORY L.B.W. SERVICE DOUR AT GARAGE AT GARAGE SCALE= 1/2"■1'-CA' $GALE: I/2"=1'-0' SCALE: 1/2"=I'-(ZJ' SCALE: 1/2'=1'-0' $GALE: 1/2`¢1' -CA" A 5CALE: 1/2"-V-0' (IJ 03 REBAR VERTICALLY W/ GONG. POUR CELL R-42 INSULATION TEXTURED FINISH F a' GMU RECESS FOR 0' GARAGE POOR it ` 1/2' GYP_ WL_ SD_ WOOD m I ' a' VARIES a' it1 � BASE I GRAPE 3' 3• ° '• '• d,.. , 4" GONG, REINF. W/ b xb IO WWM OR FIBERMESH ON b -MIL POLY b' I' RECESS FOR Bt�D. TRACK FINISH FLOOR ` 4' GONG, REINP_ W/ 6'x6' 010 WWM OR FIBERMESH ON 6 -MIL POLY 1'-0' ETHYLENE VAPOR BARRIER ON ° a ` a ° ' ep ' •. 4' CCNC, REINr. W/ 6'xb' 010 WWM OR ' . EEH POLY ETHYLENE VAPOR BARRIER ON WELL-COh1PAC7ED GLEAN TERMITE _ ' WELL -COMPACTED CLEAN TERMITE \/ e . \ ETHYL A R B i : r c ETHYLENE VAPOR BARRIER ON rn &" s' 4" TREATEMENT SHALL BE BORA-CARE a a : d.° `e TREATEMENT $HALL BE DORA-CARE/\�/ (1) 06 REBAR ON CHAIRS / /\\/j/\\ e ' P +�f4 ° e . WELL -COMPACTED CLEAN TERMITE TREATEMENT $HALL BE BORA-CARE U 1uj .: ° . .' +.a e ' '. j\\//�\///\\ q ', e ! ' • \�� (3) f'+ REBAR ON CHAIR$ 21 -CA' 4' RESAR ON CHAIRS a ' a „d a 4- b 6 4- Pi 0 ' �° •' ' C1� *5 -CONT_ �� 2—STORY FOOTING 9 CONCRETE PAD ALES I/2'=1'-0' 1 SLAB AT S. G. D. SCALE: 1'-1'-0` 1 GARAGE DOOR FOOTING SCALE: I/2'■I'-CA" 1 SHOWER RECESS FOOTER $G OLE- 1'=1'-iA' 1 W BLOCK WALL 14 NOT USED SCALE: 1/2 ■ 1 (!� CAULK AND SEAL GAS LINE 14, PvG SLEEVE FOR GAS LINE a' GMU POURED LINTEL CONT. (TYP.) 1/2" DRYWALL GROUTED BOND BEAM :o°• 8' GMU FILLED CELL (TYPE WOOD EASE 0'-0' FIN. FLR. ' TIE VERTICAL REBAR PARIES F'ER ELEV. 7k WALL FRAMING a +.' + a ± : ' , ' e .-4 ° .ae TO HORIZONTAL REBAR W/ S' HOOK e . • ° TIE VERTICAL REDAR (4))j'X'1' ANCHOR DOLTS or (4)NXT' °• ° a 4 + GROUTEI] BOND BEAM TO HORIZONTAL 4.. REBAR UI/ S' HOOK J -DOLTS MIN. V EMDEDMENT W/ 21X21XI/8" WASHER AND NUT SPACED EVENLY FROM FLOOR t0 BOND BEAM. SET M JOINTS e •'4 e VARIES PER ELEY. - °' VARIES PER ELEY. PRIOR O FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT)°'•• ° !' F ° a•.a •. " 4 e• i 4 GROUTED BOND REAM M ia' VC. CHASE THR,I FOOTING e e EXT. /INT. FRAME WALL TO 1 -STORY ° BLOCK WALL CONNECTION 1 ElCALE: IR'■1'-P�' GAS LINE THRU BLOCK KCAL& 1'■1'-0' 22g STORY ON CHAIRS (3) #6 REBAR ON CHAIRS °a e • 4 (I) 5 REDAR VERTICALLY W/ GONG. POUR CELL e R-4.2INSULATION a' CMU 1/2' GYP. W L. DD, — e ' z WOOD BASE + • d ,a '' +' • ea • , � � 4' GONG., REINF_ W/ 6`Xb' 0IQJ WWM OR CLEANOUT REOUIRED A , FOR INSPECTION CLEANOUT REQUIRED °'' FOR INSPECTION FIBERMESH ON 6 -MIL POLY kk ETHYLENE VAPOR BARRIER ON X WELL -COMPACTED GLEAN TERMITE a e TREATED FILL n (IJ + REBAR SET IN OIMP80N HIGH STRENGTH EPDXY T' EMBED. MIN a (2) 5 REBAR o 1 -STORY e= . °' Ak 0'-0' FIN. FLR. n ° ' ° 0'-0" FM. FLR. E ' • ° (3J MS REBAR m 2 -STORY (1) oS VERT. DOWEL LAPPED W/ BOND BEAM z ° .• f ° 'd 6' F'VG CHASE THRU FOOtINCx _ a' , . ° • • .. � a a :° c„ TIE VERTICAL REBAR e a .a 4 `. _ °• a • a A . ' �' TIE VERTICAL RESAR a .e a� ° • ' • TO HORIZONTAL ��' OUTSIDE REBAR O BE •• pro. 4i+"�+ -� ice. � a . • CONTINUOUS ° (1) +5 MBAR AT CORNERS W/ 2b' LAP MIN. a e a Q. REBAR W/ 9THOOk Q a a a • ° REDAR W/ 91 HOOK i'' . ° "ae�� ice' '��L. e• ' e < a ' 4' CONC, REINR W/ 6'xb' MO WWM OR FIDERME$H ON 6 -MIL POLY ,' e a 1 Z 1 -STORY . ' ETHYLENE VAPOR BARRIER ON « e �. d° a 4" 8" 4 ON CHAIRS V M WELL -COMPACTED GLEAN TERMITE a + 1 _4" 2?STORYDAR U TREATEMENT SHALL BE BORA-CARE (3) S RESAR ON CHAIRS 2'-1' MIN. LAP PIPE THROUGH HORIZONTAL/VERTICAL TYP. RETROFIT FOR TYP. REBAR LAP 1—STORY FOOTING HORIZONTAL/VERTICAL REINFORCING AT OMITTED DOWELS SGALEa 1/2"=1'-0" B REBAR LAP AT FOOTING $CALEB I/2'=1'-0' p AT LINTEL CORNERSW BGALE: I!2".1'-0' BLOCK WALL D SCALE: 1/2'=I'-0' E REINFORCING SCALE: 1/2'■1'-0' BEARING CHANGE ALL EXTERIOR 7F'O 0 rFlERS A'T F`INIS I- S 1 13' S TO IR]E MIN. 12" 1ELO W �C TWDIS T�TF, OIL A R C H I T E C T$ 0Desmign ,F..,rOu p Inc. 1441 N. RONALD REAGAN BLVD. LONGWOODL FL 32750 PH: 408 FAX: 48 www.abdcom AA # h V W W D � t� z 0 q h 4 � M SUBDzv. & LOT: TUSCA PLACE LOT #2009 PROJECT# 02108.004 MODElU "1"750" C� ARAG E SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT- STATE OF FLORIDA m: TDAl : 02/29/12 SCALM: 1/4"-1'-0" SHEET D I Ogg 3 PANEL ANCHOR SEALANT SEALANT 3/S" -EXPANSION STRIP FREE OF MORTAR PANEL ANCHOR 1/4" EXP. BOLT TWO PER ANCHOR f� O WALL FRAME SHOWN HERE FOR ILLUSTRATIVE PURPOSES 01,4_Y. WALL FRAMING CAN 5E CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER 5TRUCTURAL SURROUND PANEL ANCHOR STYLE CONSTRUCTION SECURE 2x6 MIN, TO BLK W/ (2) V ANCHOR BOLT W/ 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 4" EMBED. SECURE 2x4 ON FLAT t0 5LK W/ CUT NAILS. 1E �, `— SIDES: 2X6 GARAGE DOOR BUCK W/ (3) i -X8" J -BOLTS 4" EMBEDMENT MIN. W/ 2'X2'XY$ WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK 6 CENTER OF DOOR HEADER W/(1)VXS' J -BOLTS 4' EMBEDMENT W/ 2 "X2 "XYa' WASHER AND NUT o GARAGE DOOR BUCK ATTACHMENT SCALE: 112'-1'-0' 8 A10T USED LINTEL PLATE — 3/S" EXPANSION STRIP FREE OF MORTAR L INTEL SEALANT TO BE MIN. 1/2" DEEP --SEE NOTE EXPANSION STRIP 7r' PANEL ANCHOR GLASS 5LOCK NOTE: THIS DIMENSION 15 DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER A5OvE THE GLASS 5LOCK. " PANEL REINFORCING om EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL 5UT NOT ACROSS EXPANSION JOINTS GLASS BLOCK POSITION (2)1-1/4" 5-4 HEX WASHER HEAD WITH ANTI -CORROSIVE COATING TIGHT TO BEND OF ANCHOR AND END OF SLOTTED HOLE -� TYPE 5 OR N MORTAR 1/4" MIN. 1/2" MAX. PANEL RE INFORC ING MORTAR ASPHALT EMULSION 1-3/4" X 20 GAUGE X 24' LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL 2X4 SECURED TO GABLE END W/(2)12d*EA. UPRIGHT 2X4 SECURED TO GABLE ENG W/(2112/+6 6"-8" O.V. L-30 Is GABLE BLOCKING TRUSS 2x4 BLOCKING 0 EA. RAFTER L-30 EA. RAFTER H2B EA. RAFTER 2x4 RAFTER a 24' O.G. 2x4 FRAMING (TYP) 4 FRAMED OVERHANG N.T.S. 2X4 DBL TOP PLATE 2x4 METAL STUD 24" D.G. 1/2" DRY WALL 2X4 16' O.G. MAX 2X4 PT. BT. PLATE ,F 1/21,413 W/ MIN. i" EMBEDMENT 2' DIA. WASHER • 3 32' O.C. MAX O5 REk3AR CONT. WOOD FRAME TO BLK. SCALE: 1/2 " ■ I' -0" SPARK ARREST 2'-4 1/2' PER MANUFACTURER IX2 PT. TOP OF BOX — DBL. TOP PLATE 2x4 STUD h II TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON 0.5.5. SHEATHING OR" CDX PLYWOOD PRE. ENG. TRUSS 1 A PLAN VIEW SCALE: 51MP50N H-5 (MIN.) a 2X4 TO TRUSS PRE. ENG. TRUSS SP4 OR H-5 TOP PLATE TO STUDS -0" ABv. 10'-0' LEVEL TO ROOF )R 2'-0' ABv. HIGHEST RIDGE WITHIN 10'-0" 2A GRI SIMPSON H-5 (MIN.) 2X4 TO TRUSS 1 CHIMNEY DETAILS 11 PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS 6 I(V O.G. MAX SIMPSON LSTA-12 a EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS 0 1rc" O.G. MAX W/ SHEATHING, SHEATHING TO BE WITHIN J' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY 6 A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END k NO MORE THAN 12" O.C. STAGGERED 6P4 OR H5 * TOP AND BOTTOM PLATES .w EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND TYP. EXTERIOR WINDOW/ FLR. LINE. r� DOOR OPENING WD FRAMED SCALE: 1/2" ■ 1' -sa' NAILING SCHEL ULE ROOF DIAPHRAGM USE 1116' 0.3.8. OR 1/2" CDX PLY WITH 08 RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND *S RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE *8 GUN NAILS 6 4' O.G. EXTERIOR SHEATHING USE '1/1(p' O.S.B. OR 1/2" PLY WITH +'8 RING SHANK GUN NAILS AT 6" O.G. AT PANEL SIDES AND #8 RING SHANK GUN NAILS 4" U.C. TOP B BOTTOM PANEL AND '"8 RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED A5 AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. NAIL RE=IREMENTS SIZE HEAD LENGTH DIA. TENSILE STR 8d ROUND) IODIFIED 1-1/5' .113 1-10,000 ORT . . . . . . 10d ROUND) IOIDIFIED 21/61 .128 110,000 OR T ' TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END• NOTE- NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS STAPLE, NAIL d TOOL ASSOCIATION 1 0,113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING 2 RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3 16 TO 20 RINGS PER INCH 4 0.250 INCH FULL ROUND HEAD DIAMETER_ 5. 2 INCH NAIL LENGTH Q 0 -NL[ F-,OOF SHEATHING; L A)"OUT BUILDING LENGTH I, ANLD ENI�)WAL L 5FAC INCA r EOE G,45LE ENI FRAMING SECURE 2x TO BLOCK W/ (2) a" TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. I J') WITHIN 8' OF EACH END AND 18" O.C. MAX SPACING. �- " O.S.B. SHEATHING OR " CDX PLYWOOD 2x4 BLOCKS CMU WALL ARCH WINDOW FRAME A SECTION SCALE: 1/2' ■ 1'-0' NOTE- TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR d UPLIFT (O.S,B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT OPENINGS • fNG SHANK GUN NAILS * 4" DG aR Top E BOTTOM EDGES a . . . . . . ;S z nc a 1 PRE • . ,� .. ,��.�.�.-, TRUE MTS - 7/16" 2X4 BTM. PLA' 32 SG TRUSS 2x4 DBL. TOP PLATE 2X4 STUD 16" O.G. 7/Ira" OS.B. 1/2'A.5. WI MIN. 7' EMBEDMENT LOCATE 6'-8' FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META -I6 8" CMU WALL KNEE WALL DETAIL TO BLOCK SCALE: 1/2" ■ 1' - 0" Ll ! 2X4X4' SECURE TO TRUSS W/ 3-12( 6'-8' O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d SECURE TO BLK W/ META -Ira 2'-0" EXT] SCALE: 1/2"=1'-0" C # S RING SHANK GUN NAILS m 6' O.G. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) *8 2' DECK SCREWS Q 6"-S" O.C. MAX 0 EDGES 4 12" O.G. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' TBG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS J A R C H !TEC T S Design Group „�. 1441 N. RONALD REAGAN B L VD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.om AA #: 0003325 S U I''�T. 8c IAT: A PLACE #2009 CT# MODEL: "1750" GARAGE SWING: LEFT PAGE: misc. PRE -ENG, TRUSS DETAILS DBL. 2X TOP PLATE 1/16' 0.3.8. 2X BLOCKING g TOP OF 2X STUDS I&" D.G. MAX. 2X BTM. PLATE ? 3/4" FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS 2X4 6 TOP B BOTTOM CONT. HETA-16 BLK. WALL .00 Q CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK, W1 1/4' GAP FROM BLK. TO O.S R. HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. Q SHEATHING o TOP DF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16" FROM SHEET BELOW INSTALL ALL 5HEET5 W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING— SCALE: HEATHINGSCALE: 1/2'- 1' -0' ARCHITECT - STATE OF FLORIDA } 1i I JA S CANTWELL NO 12079 PRINT DATE: 02/29/12 SC AT 1/4"=V-0 -" SHEET OF 3 o � O z � u h � w S U I''�T. 8c IAT: A PLACE #2009 CT# MODEL: "1750" GARAGE SWING: LEFT PAGE: misc. PRE -ENG, TRUSS DETAILS DBL. 2X TOP PLATE 1/16' 0.3.8. 2X BLOCKING g TOP OF 2X STUDS I&" D.G. MAX. 2X BTM. PLATE ? 3/4" FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS 2X4 6 TOP B BOTTOM CONT. HETA-16 BLK. WALL .00 Q CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK, W1 1/4' GAP FROM BLK. TO O.S R. HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. Q SHEATHING o TOP DF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16" FROM SHEET BELOW INSTALL ALL 5HEET5 W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING— SCALE: HEATHINGSCALE: 1/2'- 1' -0' ARCHITECT - STATE OF FLORIDA } 1i I JA S CANTWELL NO 12079 PRINT DATE: 02/29/12 SC AT 1/4"=V-0 -" SHEET OF 3 ---- - ----- - ----- FIBERGLASS SHINGLES 2x.4 BLOCKING 5ETLUEEN -2x4 BLOCKING BETWEEN OVER #1E) FELT PAPER ON TRUSSES AT FIRST TWO BAYS OVER SHINGLES TRUSSES AT FIRST TWO BAYS 2" 0.5 i .e, SHEATHING OR ll OVER 015 FELT PAPER ON 4'-0" O.C, (AT SHEATHING 2 4'-0" O.C. (AT SHEATHING 11 - CC)>< PLYWOOD SECURED 5EA�6 M5) 0.5.5. SHEATHING OR SEAMS) PER NAILING SCHEDULE CD>< PLYWOOD SECURED PRE -ENG GABLE TRUSS PRE -ENG GABLE TRU55 PER NAILING SCHEDULE P.T. 1x2 W/ MTL. DRIP EDGE 2x4 NAILER MTL- DRIP EDGE CONT. 2x4 RAT RUN SECURED W1 (2) FIBERGLASS SHINGLES Aa 2x4 5U5 -BAND CONT, 2x4 RAT RUN SECURED 2x4 5U5-5AND 126's -s EACH TRU55 OVER OIE> FELT PAPER ON ALUM, SOFFIT W1 (2)12619 e EACH TRUSS TO BE INSTALLED e MID. POINT OF 0.6.5. SHEATHING OR ? I ALUM. SOFFIT TRUSS SPAN, OR 101-01, O.C. MAX. 5TIFF5ACX AT ALL UPRIGHTS TO ESE INSTALLED s MID. 14 CIDX PLYWOOD SECURED �, I-, - FORMS OVER 4'-10" HIGH (SEE POINT OF TRUSS SPAN, OR 5TIFF5AC< AT ALL BEE ENERGY CODE PER NAILING SCHEDULE SEALED ENG. FOR SIZE 4 lo' -O' O.C. MAX. UPRIGHTS OVER 41-1011 A FOR INSULATION R -VALUES. CONDITION.)-----5EE ENERGY CODE FORMS HIGH (SEE 5EALEF-) ENG. I` GYPSUM BOARD OR FRE -ENG TRU55 SEE ENERGY CODE FORMS O.S.S.SHEATHING OR �11 FOR 51ZE 4 CONDITION.) HIGH STRENGTH CLG. F6 FOR INSULATION R -VALUES. TI FOR INSULATION R -VALUES. O.S.B. SHEATHING OR BOARD MTL. DRIP EDGE CDX PLYWOOD. ATTACHED i" GYPSUM BOARD OR CD>< PLYWOOD. ATTACHED 2x4 NAILER GYPSUM BOARD OR ? HIGH PER NAILING SCHEDULE ON HIGH STRENGTH GLC. PER NAILING SCHEDULE ON 2x4 SUB -BAND STRENGTH CLG. BOARD SHEET D5 BOARD SHEET D5 2x4 IV 24" O.C. e INTERIOR CONC. FILLED LINTEL BL< 1/5" THICK, 3 COAT KNEE WALL VENTED ALUM. SOFFIT CONC. FILLED LINTEL eL< 1/5" THICK, 3 COAT LU/ (1) #5 RE5AR CONTINUOUS PORTLAND CEMENT PLA5TER W1 (1) 05 RE5AR CONTINUOUS PORTLAND CEMENT PLASTER CONC. FILLED LINTEL 5L< PRECAST LINTELOVEREXPANDED GALVD OVER EXPANDED GALVD W11 (1) 05 RE15AR CONTINUOUS EM5ED, STRAP VERIFY W/ METAL LATH ON FORTIF15ER R-4.2 BATT. IN5UL. TRU55 PLAN R-4.2 5ATT. INSUL. JUM50TEX GRADE "D„METAL LATH ON FORTIF15ER PAPER OVER TYVE< PRECAST LINTEL JUM50TEX GRADE "D` PAPER PRECAST LINTEL WINDOW ATTACHMENT AS BUILDING WRAP (REFER TO WINDOW ATTACHMENT AS OVER TYVE< BUILDING WRAP WINDOW ATTACHMENT AS Nall THICK, 3 COAT PER MANUFACTURE5 STUCCO SPECS FOR PER MANUFACTURES (REFER TO STUCCO 5PEC5 PER MANUFACTURES PORTLAND CEMENT SPECIFICATIONS COMPLETE SPECIFICATIONS OR COMPLETE INFORMATION) SPECIFICATIONS PLASTER APPLIED PRECAST SILL (SEE DETAIL 2), PRECAST SILL WEEP SCREED ____--FRECA6T SILL DIRECTLY TO (6EE DETAIL 2) M,45ONRY (1) 05 RE5AR VERTICALLY 5ECURE GABLE TO 2x(o, F.T. (1) O5 RE5AR VERTICALLY SECURE GABLE TO 2x& F.T. (1) #5 RE5AR VERTICALLY W1 GONG. FOUR GELL PLATE W1 126'9 a" O.C. MAX .................................... W1 CONC. FOUR CELL PLATE W1 12d6 a" O.C. MAX W1 CONC, FOUR CELL 1x2 F.T. FURRING STRIPS SECURE 2x& FT. PLATE TO 1x2 F.T. FURRING STRIPS SECURE 2x(o FT. PLATE TO 1x2 F.T. FURRING STRIPS 1 .2 C.C. 11 5L< W/ � x15" ANCHOR BOLT W/ (o C.C. L< W/2 x9" ANCHOR BOLT W1 2" W45HER SET IN SIMPSON 2" WASHER SET IN 5IMP50N S" CMU all Cmu all CMU 1/2" GYP. WL.. 5D. HIGH STRENGTH EFOXY 1" 1/2" GYP. WL. 5D. HIGH STRENGTH EPDXY 1 1/2" GYP. WL. 5D. WOOD BASE EMBED. MIN. 6 32" CC MAX, WOOD 5,45E EMBED. MIN. ia 32" CC, MAX, WOOD 5,46E 0; A 5/6" THICX, 3 COAT 5/5" THICX, 3 COAT PORTLAND CEMENT A PORTLAND CEMENT d.4 FIL,45TER APPLIED PLASTER APPL IED 4 DIRECTLY TO 4 RE TO 4 A MA50NRY MASONRY 1—STORY GABLE 1— STORY 1— STORY GABLE W/ VAULT C LG. BLOCK WALL SCAL� LOC �LOCK g_�5CE-A-E- L 6CALE_a/ 2X4: CM 2X4- 01 2X4: CM SECURE TO BLOCK W/ %11 SECURE TO BLOCK W/ W&' SECURE TO BLOCK WIY4' TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD 51ZE .300 MIN. HEAD SIZE 300 N MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4m) MIN. EMBEDMENT I Y4') MIN. EMBEDMENT 1)4') WITHIN S' OF EACH END 4 WITHIN S' OF EACH END 4 L-A WITHIN V OF EACH END 4 18' O.C. MAX SPACING. 15" O.C. MAX SPACING. 15' O.C. MAX SPACING. S' CMU 2X6: = 2X6: MCI 2X6: = Y DR%rWALL SECURE TO BLOCK W/2-%' NOTE- STRUCTURAL 2X MUST SECURE TO BLOCK W/2 -311v SECURE TO BLOCK W/1-1/4. NOTE: STRUCTURAL 2X MUST I'X4' OR 1'X2" P.T. NAILER TAPCONS OR DRIVE PIN BE ON OUT51DE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 THROUGH NON-57RUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL Ix4 P' T ' OR %'X4" MIN. SECURE MIN. HEAD SIZE .300 3/(&' TAPCON MIN. I -Y4' MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD 51ZE 300 %,' TAF'CON MIN. 1-Y4" THRU FRAME 4 EXTEND i -V MIN. EMIBEDMENT I V) EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Y4') %6' TAPCON MIN. I -Y4' MIN. EMBEDMENT I Y4') EMBEDMENT INTO BLOCK. a6a INTO BLOCK W/ 34' TAPCONS WITHIN S' OF EACH END 4 a, CMU WITHIN 6' OF EACH END 4 EMBEDMENT INTO BLOCK. WITHIN a' OF EACH ENP 4 OR DRIVE PIN IS' O.C. MAX SPACING. 15" O.C. MAX SPACING. 10' O.C. MAX SPACING. a, CMU (MIN. SHANK SIZE .145 RA" 5UILDING WRAPMIN. HEAD SIZE 300 )61 DRYWALL 2X5-, s, CMU 2x8: CEM Y DRYWALL MIN. EMBEDMENT I -Y4' SECURE TO BLOCK W/2-3(&'INX4" OR 1115<2- P.T. NAILER SECURE TO BLOCK W/2 -3/(c,` "" DRYWALL SECURE TO BLOCK W/1-1/4' I'X4' OR I'X2' P.T. NAILER F(-')RTIF15ER 5LDG PAPER WITH IN a' OF EACH END 4 16' TAPCONS OR DRIVE PIN %,' 0.8.5. X 4' MIN. TAPCONS OR DRIVE PIN I'X4' OR I'X2' P.T. NAILER TAPCON5 OR DRIVE PIN 0.6.5. X 4' MIN. O.C. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SPANK SIZE .145 DOOR CASING (MIN. SHANK 51ZE.145 GALv':) MTL. LATH DOOR CASING MIN. HEAD SIZE BOO DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD 51ZE 300 DOOR CASING DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER MIN. EMBEDMENT I Y4') ATTACH TO 2X PER misi. EMBEDMENT I Y4') DOOR JAMB OR WINDOW 1/5" TEXTURED WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. WITHIN b' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 5' OF EACH END 4 ATTACH TO 2X PER ATTACH TO 2X PER Is, O.C. MAX SPACING. 15" O.C. MAX SPACING. IS' O.C. MAX SPACING. MANUFACTURES DETAILS. FINISH 6 WOOD MANUFACTURES DETAILS. WC)CF-) 3/a" TO Fl/a" MID WALL NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y41) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") CONSTRUCTION WEEP 50REEF-) DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16" DOOR JAMB TO BLOCK +3 DOOR JAMB TO BLOCK +3-7/16" fL WINDOW TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +1-15/16" BLOCK + �3 WINDOW TO BLOCK +3-7/16 zq 0 A SCALE. G SCALE: J 2X4- CM 2X4: CM 2X4: CM 2X4- CM all CMU 2X4: TO BLOCK W/ Wb' SECURE TO BLOCK W/ %." SECURE TO BLOCK W/ 3%,' SECURE TO BLOCK ujIY4, TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN rp/5" 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 FINISH MASONRY MIN. EMBEDMENT I Y49 MIN. EMBEDMENT I Y49 MIN. EMBEDMENT I Y49 MIN. EMBEDMENT I Y4') WITHIN 5' OF EACH END 4 WITHIN S' OF EACH END 4 WITHIN V OF EACH END 4 NOTE: STRUCTURAL 2X MUST WITHIN S' OF EACH END 4 15' O.C. MAX SPACING. IS' O.C. MAX SPACING. 15" O.C. MAX SPACING. BE ON OUTSIDE 4 SECURED 18' O.C. MAX SPACING. THROUGH NON-STRUCTURAL 2X6: C20 2X(P: 3/f6' TAFCON MIN, I -Y4' 2Xib: SECURE TO BLOCK W/2-%' SECURE TO BLOCK W/2-%' NOTE: STRUCTURAL 2X MUST SECURE TO 5LOCK W/2 -3/f6' EMBEDMENT INTO BLOCK. SECURE TO BLOCK W/1-1/4' TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN 1512 ON OUTSIDE 4 SECURED TAPCON5 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 --a' CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 %'TAPCON MIN. 1-Y4" MIN. HEAD SIZE 300 h' DRYWALL MIN. HEAD 51ZE 300 THROUGH NON-57RUCTURAL WEEP SCREED MIN. EMBEDMENT I Y4-) MIN. r=m5r=omENT I Y4-) EMBEDMENT INTO BLOCK. MIN. rzm5r=r:>mr=Nr I Y4-) VX4' OR I'X2' P.T. NAILER MIN. EMBEDMENT ') 3%6' TAFICON MIN. 1Y4"WITHIN S' OF EACH END 4 WITHIN S' OF EACH END 4 a, CMU WITHIN 5' OF EACH ENE) 4 WITHIN 5' OF 0/4EACH END 4 EMBEDMENT INTO BLOCK. 15' O.C. MAX SPACING. IS' O.C. MAX SPACING. IS" O.C. MAX SPACING. 2ND 2X SECURE TO 15' O.C. MAX SPACING. a, CMU DETAIL Cab WOOD TO 2X8t ®a, CMU 2xa: \\\i�' DRYWALL 2X8- = STRUCTURAL MEMBER W/(2)I2d 2X8: ®SECURE TO BLOCK 11J/2-%wa.1 ' �' DRYWALL SECURE TO BLOCK W/2-I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2 -3/f&' WITHIN 6' OF EACH END 4 6"SECURE TO BLOCK W/1-1/4' h- DRYWALL BLOCK CONNECTION TAPCON5 OR DRIVE PIN I'X4' OR I'X2' P.T. NAILER TAPCON5 OR DRIVE PIN 11 P.T. X 4"MIN. TAPCONS OR DRIVE PIN TO 8' O.C. MAX TAPCONS OR DRIVE PIN I'X4' OR I'X2' P.T. NAILER SCALE: 1 1/2"=1'-011 (MIN. SHANK SIZE .14E5 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 I' F.T. X 4' MIN. MIN. HEAD SIZE 300 POOR JAMB OR WINDOW MIN. HEAD SIZE .300 '—POOR JAM15 OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR CASING MIN. r=msEDmr=NT I Y4') ATTACH TO 2X PER MIN. EMBEDMENT I Y4') ATTACH TO 2X PER MIN. EMBEDMENT I Y49 ATTACH TO 2X PER MIN. EMBEDMENT I V) WITHIN a' OF EACH END 4 MANUFACTURES DETAILS. WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 15' O.C. MAX SPACING. IS' O.C. MAX SPACING. IS" O.C. MAX SPACING. IS' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4' DOOR JAMB TO BLOCK +T DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +1-1/2" WINDOW TO BLOCK +2 1/4" WINDOW TO BLOCK +3 WINDOW TO BLOCK +3 3/4 SCALE. 1'-1'-0' SCALE. ARCHITECTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wvvw.abdesigngroup.com L AA #: 0003325 SU19DIV. & TUSCA PLACE LOT #2009 P3R0.TECT# 02108.004 MODEL: "1"756" 4A3RAGE SWING: LEFT PAGE: MONOLITHIC 1— STORY WALL SECTIONS & NOTES ARCHITECT. STATE OF FLORIDA PRINT DATE: 02/29 12 SCALE: 1/4" SHEET D 3 ort 3 . �tll N Lu O SU19DIV. & TUSCA PLACE LOT #2009 P3R0.TECT# 02108.004 MODEL: "1"756" 4A3RAGE SWING: LEFT PAGE: MONOLITHIC 1— STORY WALL SECTIONS & NOTES ARCHITECT. STATE OF FLORIDA PRINT DATE: 02/29 12 SCALE: 1/4" SHEET D 3 ort 3 FIBERGLASS SHINGLES F15ERGLA55 SHINGLES OVER 015 FELT PAPER ON OVER 015 FELT PAPER ON 2x4 BLOCKING BETWEEN O.S.B. SHEATHING OR " -7/16" O.S.S. SHEATHING OR" TRUSSES AT FIRST TWO 5AYS CDX PLYWOOD SECURED CDX PLYWOOD SECURED 4'-0" O.C. (AT SHEATHING PER NAILING SCHEDULE PER NAILING SCHEDULE SEAMS) PRE -ENG TRUSS MTL. DRIP EDGE PRE -ENG GABLE TRU55 MTL, DRIP EDGE SEE ENERGY CODE FORMS 2x4 SUS -SAND CONT. 2x4 RAT RUN SECURED 2x4 SUS -SAND FOR INSULATION R -VALUES. ALUM. SOFFIT W/ (2)126's 6 EACH TRUSS VENTED ALUM. ill GYPSUM 5014RD OR STIFFBAGK AT ALL SOFFIT HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10" 5014RD HIGH (SEE SEALED ENG. DOUBLE TOP PLATE TW15T STRAP VERIFY W/ FOR SIZE 4 CONDITION) WINDOW HEADER SIZE TRU55 PLAN SECURE 2x4 PLATE t0 SEE ENERGY CODE FORMS VARIE5 PER WINDOW WALL W/ 3"x(o" THRU-BOLTS FOR INSULATION R -VALUES. OPENING SEE HEADER 8 32" O.C. MAX THEN s GYPSUM BOARD OR SPAN CHART FOR �� DETAILS SECURE GABLE TO 2x4 0.5.B. 5HEATHING OR 2" WINDOW ATTACHMENT AS PLATE W/ 12d's 8" O.C. MAX HIGH STRENGTH CLG. CDX PLYWOOD. PER MANUFACTURES OR BOARD ATTACHED PER NAILING SPEC IF I GAT IONS SECURE GABLE TO DBL DOUBLE TOP PLATE SCHEDULE ON SHEET D5, TDP PLATE W/ SIMPSON WINDOW SILL HTG4 o)24" D.C. MAX i/6" THICK, 3 COAT WINDOW ATTACHMENT AS PORTLAND CEMENT 2x STUDS a 1Ga" D.C. MAX W/ WINDOOW HEADER SIZE PLASTER OVER S,ATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER EXPANDED GALV'D T 4 G SUBFLOOR GLUED OPENING SEE HEADER SPAN SPECIFICATIONS METAL LATH ON AND NAILED AS PER CHART FOR DETAILS WINDOW SILL FORTIF15ER JUMBoTEX NAILING SCHEDULE O.S.B. SHEATHING OR 2° 2x STUDS e 1(o" O.C. MAX W/ GRADE "D" PAPER OVER CDX PLYWOOD. TYvEK BUILDING WRAP ATTACHED PER NAILING R-11 BATT. INSUL. MIN. (REFER TO STUCCO SCHEDULE ON SHEET D5" T 4 G SUBFLOOR GLUED SPECS FOR COMPLETE 1/5" THICK, 3 COAT AND NAILED AS PER INFORMATION) PORTLAND CEMENT PLASTER NAILING SCHEDULE NOTE: SHEATHING MUST OVER EXPANDED GALV'D NOT BREAK 1'-0" MIN. PRE -ENG FLOOR TRU65 METAL LATH ON FORTIF15ER FROM 2ND FLR LINE (INSTALL PER MFG. SPECS.) JUMSOTEX GRADE "D" PAPER 2x4 CONT. � TOP AND . 1 OVER TYVEK BUILDING WRAP X32 OF ON T TO ITND 40 ° GYPSUM BOARD Did 2° (PREFER TO STUCCO SPECS ° HIGH STRENGTH CLG. 2x4 SUPPORTS BT FOR COMPLETE INFORMATION) PLATE OF 2ND FLR, ST. BOARD NOTE: SHEATHING MUST PRE -ENG FLOOR TRUSS CONC. FILLED LINTEL SLK NOT BREAK 1'-0" MIN. (INSTALL PER MFG. SPECS.) 2x4 15 FOR WALL W/ (1) 05 REBAR CONTINUOUS FROM 2ND FLR LINE GYPSUM BOARD OR SHEATHING NAILER) HIGH STRENGTH CLG. WEEP SCREED -4.2 BATT. INSUL. BtXDF ©R,TRU�S (TDPND 12D PRECAST LINTEL BOA (SEE DETAIL 2A) 2x4 SUPPORTS BT CONC. FILLED LINTEL BLK EMBEDWINDOW ATTACHMENT A5 . STRAP VERIFY PLATE OF 2ND FLR, BT. W/ (1) 415 RESAR CONTINUOUS W/ TRUSS PLAN PER MANUFACTURES 2x4 18 FOR WALL Na" THICK, 3 COAT SPECIFICATIONSPRECAST LINTEL SHEATHING NAILER) PORTLAND CEMENT PRECAST SILL WINDOW ATTACHMENT AS PLASTER APPLIED (1) #5 REBAR VERTICALLY WEEP SCREED PER MANUFACTURER (S DIRECTLY t0 W/ CONC. POUR CELL EE DETAIL 2A) SPECIFICATIONS MA50NiRY1x2 P.T. FURRING STRIPS PRECAST SILL I,1�" O.C. EMBED. STRAP VERIFY 2—STORY Aa W/ TRUSS .PLAN (1) #5� iREBAR VERTICALLY FIRST FLOOR CMU W/ CONC. POUR CELL 1/2 GYP. WL. BD Nall THICK, 3 GOAT Ix2 P.T. FURRING STRIPS BLOCK SECOND WOOD BASE PORTLAND GEMENT � 1�" O.C. FLOOR FRAME DIRECTLY APPLIED DIRECTLY TO .� 8° CMU SCALE. 3/4"=1'-0" A. 2-STOR'.LE 1/2" GYP. WL. BD. WOOD BASE A A. FIRST FLOOR BLOCK SECONDLl A FLOOR FRAME1 SCALE: 3/411=11-011 O •v - q' V 4 A = j� O.S.S. SHEATHING OR CDX 2x STUDS -s 16" O.C. MAX W/ PLYWOOD. ATTACHED PER R-11 5ATT. INSUL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS @ I(o" O.C. MAX W/ -1/1(0" O.S.B. OR 2" CDX 3" T G SUSFLOOR GLUED D5 R-11 BATT. INSUL. MIN. TYVEK 5UILDING WRA 4 i/8 THICK, 3 COAT PORTLAND " T � G SUBFLDOR GLUED FORTIFIBER AND NAILED AS PER CEMENT PLASTER OVER AND NAILED AS PER BLDG PAPER NAILING SGNEDULE EXPANDED G�4LV'D METAL LATH NAILING SCHEDULE GALV'D MTL. LATH ON FORTIF15ER JUMBOTEX GRADE "D" PAPER OVER TYVEK '1/a" TEXTURED BUILDING WRAF' (REFER TO FIN15H 6 WOOD STUCCO SPECS FOR COMPLETE WOOD x 3/5" TO V MID WALL INFORMATION) CONSTRUCTION WEEP SCREED ` 2x4 GONT. a TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND PRE -ENG FLOOR TRUSS PRE -ENG FLOOR TRUSSFLR, BT. 2x4 I5 FDR WALL R) 8" CMU SIMPSON HETA-1(o EMBEDSHEATHING NAILE EMBED. SHEATHING SCREED" GYPSUM BOARD OR" STRAP e 32" O.C. MAX VERIFY (SEE DETAIL 2A) HIGH STRENGTH CLG. 5/8 TEXTURED W/ TRUSS PLANBOARD FINISH m MASONRY EMBED. STRAP VERIFY CONC. FILLED LINTEL SLK " GYPSUM BOAizD OR W/ TRU55 PLAN HIGH STRENGTH CLG. BOARD !/a" THICK, 3 COAT PORTLAND W/ (1) #5 REBAR CONTINUOUS GEMENT PLASTER APPLIED WEEP SCREED DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/ DETAIL C) WOOD T 2 PERPENDICULAR PRE -ENG FLOOR TRUSS 2 BLOCK CO NNEC TIO N SCALE: 3/4"=1'-0" SCALE: 1 1/2"=1'-0" ARCH IT E C T S G ro u pQnc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngrou p.com AA #: 0003325 SUBDIV. & LOT TUSCA PLACI LOT #2009 PROJECT# 02108.004 monBL: )1756" GARAGE SWING: LEFT PAGE: MO NO LITHI( 2 -STORY WALL SECTIONS ARCHITECT - STATE OF FLORIDA PRINT DATE: 02/29/12 SCALE: 1/4"=1'-0" SHEET D4 O F w d n � O O p a SUBDIV. & LOT TUSCA PLACI LOT #2009 PROJECT# 02108.004 monBL: )1756" GARAGE SWING: LEFT PAGE: MO NO LITHI( 2 -STORY WALL SECTIONS ARCHITECT - STATE OF FLORIDA PRINT DATE: 02/29/12 SCALE: 1/4"=1'-0" SHEET D4 O F *NOTE: NAIL SHEATHING TO ALL 2X A5 PER EXT. 5HEATHING NAILING, Sd 4" O.C. MAX EDGE5 6"-S" O.C. MAX IN THE FIELD PRECAST HEADER(MIN)A PRECAST HEADERIMIN) PBL. TOP PLATE 2 X 4 (MIN 2 X 3)1-3/lb TAPCON SECURE 2 X RIP TO FIT OR DRIVE PIN (MIN SHANK 512E.145 D5L. TOP PLATE W/2-12dS b"-8" O.G. MAX. MIN HEAD SIZE 300 2X4 16' O.G. MAX. 1/8' TEXTURED FINISH MIN EMBEDMENT 11/4'J O.C. MAX. MIN 1-1/4' EMBEDMENT 1!16' OSE3 SHEATHING S' FROM EACH END AND 18' O.G. MAX. MIN I-1/4' EMBEDMENT 2 X 4 16' O.C. MAX. 2 X & (MIN 2 X 3) 2-3/16 TAPCON$@ MIN HEAD SIZE .300 (WHEN OVER 16' IN HIEGHTJ OR DRIVE PIN (MIN SHANK 5IZE.1451,w# SECURE 2X4 W/ 2 -Wb' 2 X 4 (WHEN OVER 16" IN HIEGHTJ MIN HEAD SIZE .300 TAPCONS OR DRIVE PIN V4" TEMPERED MASONITE MIN EMBEDMENT 1 1/4') (MIN. SHANK SIZE .145 MIN. GLUE 4 NAIL W/Sd'S S"-12" O.C. S' FROM EACH END AND IS' HEAD SIZE 300 MIN. IF NEE1: ED. O.G. MAX. MIN 1-1/4' EMBEDMENT EMBEDMENT I Y4' W/IN 8' 8' FROM EACH END AND 18" 2 X S (MIN 2 X 3) 2-3/16 TAPCONEA. N-- END NOT TO EXCEED BT. PLAT 2 X SOLID BLK'G 6 ARCH OR DRIVE PIN (MIN SHANK 5IZE.145 18' P.G. MAX SECURE W/2 -12d EACH END MIN HEAD SIZE 300 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ /1/1(01 ATTACHMENT PER MIN EMBEDMENT 1 1/4') MIN. 2-12d PER BLK. EA. END MANUFAGTURER'5 SPECS. 8" FROM EACH END AND 18' O.G. MAX. MIN 1-1/4' EMBEDMENT OSB SHEAtHfNG 1'I PLYWO9-1,; 2X4 SOLID _ MTL WDW FRAME DBL. TOP PLATE 2X4 16' O.C. MAX. SECURE 2X4 TO WOOD W/2-126 6 6'-S' O.C. STAGGERED SECURE 2X4 W/ 2 -Ni,' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Ya' W/IN 5' EA. END NOT TO EXCEED 18" O.C. MAX 2X4 SOLID BLOCKING SECURE TO SHEATHING WITH MIN. 2-12d PER BLK. EA. END 3 EXTERIOR ARCHWAY SCALE: CMU WALL ARCHWAY DETAIL 1 16" AND UNDER SCALE: I/2"•1'-®' 1 x� O.S.B. ORA-,' PLYWOOD SHEATHING Q NI5 BLDG. FELT 24' WIDE 26 GA. GALVANIZED METAL FLASHING MUST ADD D1910, 31'0" WIDE AND AND MUST BE A MIN 24' WIDE METAL. FIBERGLASS SHINGLES PRE -FAB TRUSS 1/2' CLG. BOARD 4 TEXT. 1 SIMPSON SP4J 2X4 DBL• TOP PLATE I EVER- 1/2' DRYWALL OTHER STUD 2X4 WOOD STUDS 016' O.G., rU N.O. ON TRUSS PLAN 2X14 CONT. 5TRES5 ,5LOC<ING MID -WALL 2X4 Pt. PLATE 5IMP50N 5P4 0 32' O.C. MAX 1/2'X9" A.5. 32' O.C. 1" EMBEDMENT ° Lr°. CONC. SLAB 2 +'5's CONT. 1 -STORY �11NTTLBIIEAARING WALL 8/2'=1'-0" NOTE. FOR WALLS WINO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT fNSTALL CONNECTORS. BLOCKING SECURE TO SHEATHING WITI MIN. 2-12d PER BLK. EXTERIOR ARCHWAY EA. END WITH WINDOW SCALE: I/2"■ 1'-0' (�,�CLOSED VALLEY FLASHING DETAIL N.T.S. PRE -ENG TRUSS aOUBLE TOP PLATE 2x GONTINOUS STRESS 3LOCKING MID WALL 2x STUDS * 16" O.C. MAX ' T 4 G SUBFLOOR GLUED AND NAILED AS PER MAILING SCHEDULE IST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MSTA-36 -0 32" O.G. MAX PRE -ENG FLOOR TRUSS DOUBLE TOP PLATE 2x CONTINOU5 STRESS BLOCKING MID WALL 2x STUDS ai 16" O.G. MAX 1/2' GYP. WL. BD. SECURE E5T. PLATE TO SLAE5 W/ �'x9" ANCHOR BOLT W/ 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1" EMBED. MIN. SIMPSON 5P4 e 32' O.C. MAX INT. 2 -STORY L.B.W. SCALE: PRE -ENG TRUSSES OR GONV. FRAMED RAFTERS �6' 0.5.5. SHEATHING OR CDX PLYWOOD SECURED PER NAILING SCHEDULE 2x4 BLOCKING UNDER WALL STUDS SCURE BETWEEN TRUSS SAYS W/ (3) 12d's EACH END 2x DOUBLE TOP PLATE STUDS a 16' O.G. MTS -12 a EVER STUD 2X4 ST. PLATE DORMER g ATTACHMENT SCALE: 1/2"=1'-0' ONOTE: NO GAP 6 WDW FRAME TO EXCEED 1/14' ARCHWAY DETAIL D_52t TAWAYLE: 1/2'=V-011 2 X 4 (MIN 2 X 3)1-311b TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/49 S' FROM EACH END AND 18' EXISTING E3LK ABV. O.G. MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FIN15H 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 1/8' TEXTURED FINISH OR DRIVE PIN (MIN SHANK SIZEJ45 � MIN HEAD SIZE .300 1/16' OSB SHEATHING MIN EMBEDMENT 1 1/4') 2 X 4 16" O.G. MA S' FROM EACH END AND 18' . (WHEN OVER 16' MAX. HEIGHT.) O.C. MAX. MIN 1- 1/4' EMBEDMENT 2 X 4 (WHEN OVER 1(P' 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 16' IN HEIGHT.) OR DRIVE PIN (MIN SHANK SIZE.145 2 X SOLID BLK'G is ARCH MIN HEAD SIZE 300 SECURE W/2 -12d EACH END MIN EMBEDMENT 1 1/41J 8" FROM EACH END AND IS" ATTACHMENT PER P.G. MAX. MIN 1-1/4" EMBEDMENT MANUFACTURER'S SPECS. MTL WDW FRAME 1/4' TEMPERED MA50NITE 'NOTE: NO GAP a WDW FRAME GLUE: 4 NAIL W/Sd'S 8"-12' O.G. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL CUTAWAY SCALE: 1/2"=1'-0° ASPHALT SHINGLES OVER " 15 FELT ON 1/66" O.S.B. PRE -ENG GABLE TRUSS SPF STIFFBACK (SEE 3EALD E:NG. PACK FOR SIZE 4 CONNECTION) 2x4 5" BLOCKING BETWEEN TRUSSE5 AT FIRST TWO BAYS 4'-0' O.G. (AT SHEATHING SEAMS) I CONT. 2x41 SPF RAT RUN SECURED W/ (2) 12d's a EACH TRUSS (2) 2x4 02 5.Y.P. DIAGONAL BRACE W/ (3) 12d's 0 EACH TRUSS (DIAGONAL X -BRACING TO COVER 5-TRU66ES ' GYPSUM BOARD OR HIGH STRENGTH CLG. NOTE, BOARD DIAGONAL BRACE a CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE 0 ANY SPAN 15'-0" OR GRATER REFER TO TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0" t0 30'-0' (1) X -BRACE 30'-1" TO 60'-0' (3) X -BRACE (l) X -BRACE * CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END GABLE X -BRACING SCALE: 1/2"= I'-0' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) 106 GUN NAILS 1x6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS 1x8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS A EA. TRUSS' RAFTER TO TRUSS MT5-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE -ENG TRUSSES - PRE -ENG. TRUSS. ALTERNATE CONNECTION META -24 RAFTER TO BLK'G BETWEEN TRUSSES g_CO NV. FRAffll) ROOF SCALE: 1/2"■ 0'-0" TO 30'-0" (1) 'X' BRACE 30'-1' t0 60'-0' (3) 'X' BRACE (I 'X' BRACE s CENTER) l2 'X' BRACE DIVIDEP EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER M 15 FELT ON 1/16' O.S.B. (2) 2X4 02 SYP DIAGONAIL BRACE --- W1 W/ 3-12d m EA TRUSS l DIAGONAIL BRACE TO COVER 5-TRUSSE5 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS SPF STIFFBACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 1116" OSB SHEATHING USE 86 NAILS At 4" O.G. EDGE 4 6" o.c. FIELD 2X4 W/ 3/8' X 5 LAG 032' O.G. MAX. OR SIMPSON META -24 * 32' O.G. MAX. f SHEATHING NAILING TO BE 6'-8' O.C. IN FIELD 4' O.C.OALL EDGES W/8d NAILS D5L 2X(o SCALE: 1/2"=V-0' FINISH Q LANDING 3/4" PLYWOOD F.F. COMMOM TRUSS 24' o.c. 1/2' CLG. BOARD NAIL CONT. RAT RUN TO TRU55 W/ (2) 12d 0 EA. TRUSS 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16" O.C. MAX. 12" z 3/4" PLYWOOD WITH L� 12-�' COMMONS LANDING DETAIL „ NAILED THRU 3/4 FINISHLANDINGPLYWOOD INTO 3/4" PLYWOOD F.F. EACH aTiINCEi� 3-2x12 5YP STRINGER DBL 2X12 — _ 2X12 TREAD REINFORCED W/2X4 SPF FLOOR JOIST CUT TO FIT W/CONT. aEAD OF 1X8 RISER. SU5-FLOOR ADHESIVE PL -400 OR 51MILAR EA HORIZONTAL RUN SECURE TREADS TO STRINGER W/l3/'*5 3" 5CREW5 e EA 5TRINGER, UNTHREADED SHANK TO EXTEND 5EYOND THICKNESS OF 5U8-FL0OR'. SHEATHING NOTE STAIRS RISERS TO CONFORM TO F C 2001 N 1115 UPLIFT SIMP50M HTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4" TAPCONS TO CONT POURED LINTEL +' 1900 UPLIFT (2) SIMPSOM HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRU55 AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE -ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2' APART 1 TRUSS ANCHOR RETROFIT N.T.S. 3," MIN. FINI5H WINDER DETAIL 55 THAN 4" TYP. :TWEEN SPINDLES HAND RAIL 11/2 ° DRYW 1X10 1 III, NOSING (3) 10d CUT NAILS 2R+IT=24 -25" 2X4 P.T. 3/16" MAX. VARIATION IN RISERS/TREADS SLEEPER INTO \170 M ADJACENT TO EACH OTHER SLAB r 3/S" MAX. VARIATION IN ANY R15ER/TREAD HANDRAIL CIRCULAR CRO55 SECTION DIA. TO 5E 13/411 +-1/4" OR PROVII-)E EQUIVALENT GRA5I=,45IL ITY 1 WINDERS- MIN. (0" WIDE 's NARROW END 1 e_ MIN. I1" WIDTH 4 12" FROM NARROW END 34 MIN. HANDRAIL HGT. STAIR SECTION DETAILS SCALE. 3/411=1'-O" A R C H IT E C TS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PW: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 PRECAST HEADERIMIN) 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 6IZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') S' FROM EACH END AND 18' io_ O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8' FROM EACH END AND 18' O.G. MAX. MIN 1-1/4' EMBEDMENT 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE .300 1/16' OSB SHEATHING MIN EMCIEDMENT 11/49 2X4 16" O.C. MAX. 8' FROM EACH END AND 18" (WHEN OVER 16' IN HEIGHT.) O.C. MAX. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING G SECURE TO SHEATHING W/ MIN. 2-12d PER BLK. EA. END ARC4WAY DETAIL 4 16 AND UP SCALE: 1/2"■ 1'-0" (�,�CLOSED VALLEY FLASHING DETAIL N.T.S. PRE -ENG TRUSS aOUBLE TOP PLATE 2x GONTINOUS STRESS 3LOCKING MID WALL 2x STUDS * 16" O.C. MAX ' T 4 G SUBFLOOR GLUED AND NAILED AS PER MAILING SCHEDULE IST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MSTA-36 -0 32" O.G. MAX PRE -ENG FLOOR TRUSS DOUBLE TOP PLATE 2x CONTINOU5 STRESS BLOCKING MID WALL 2x STUDS ai 16" O.G. MAX 1/2' GYP. WL. BD. SECURE E5T. PLATE TO SLAE5 W/ �'x9" ANCHOR BOLT W/ 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1" EMBED. MIN. SIMPSON 5P4 e 32' O.C. MAX INT. 2 -STORY L.B.W. SCALE: PRE -ENG TRUSSES OR GONV. FRAMED RAFTERS �6' 0.5.5. SHEATHING OR CDX PLYWOOD SECURED PER NAILING SCHEDULE 2x4 BLOCKING UNDER WALL STUDS SCURE BETWEEN TRUSS SAYS W/ (3) 12d's EACH END 2x DOUBLE TOP PLATE STUDS a 16' O.G. MTS -12 a EVER STUD 2X4 ST. PLATE DORMER g ATTACHMENT SCALE: 1/2"=1'-0' ONOTE: NO GAP 6 WDW FRAME TO EXCEED 1/14' ARCHWAY DETAIL D_52t TAWAYLE: 1/2'=V-011 2 X 4 (MIN 2 X 3)1-311b TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/49 S' FROM EACH END AND 18' EXISTING E3LK ABV. O.G. MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FIN15H 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 1/8' TEXTURED FINISH OR DRIVE PIN (MIN SHANK SIZEJ45 � MIN HEAD SIZE .300 1/16' OSB SHEATHING MIN EMBEDMENT 1 1/4') 2 X 4 16" O.G. MA S' FROM EACH END AND 18' . (WHEN OVER 16' MAX. HEIGHT.) O.C. MAX. MIN 1- 1/4' EMBEDMENT 2 X 4 (WHEN OVER 1(P' 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 16' IN HEIGHT.) OR DRIVE PIN (MIN SHANK SIZE.145 2 X SOLID BLK'G is ARCH MIN HEAD SIZE 300 SECURE W/2 -12d EACH END MIN EMBEDMENT 1 1/41J 8" FROM EACH END AND IS" ATTACHMENT PER P.G. MAX. MIN 1-1/4" EMBEDMENT MANUFACTURER'S SPECS. MTL WDW FRAME 1/4' TEMPERED MA50NITE 'NOTE: NO GAP a WDW FRAME GLUE: 4 NAIL W/Sd'S 8"-12' O.G. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL CUTAWAY SCALE: 1/2"=1'-0° ASPHALT SHINGLES OVER " 15 FELT ON 1/66" O.S.B. PRE -ENG GABLE TRUSS SPF STIFFBACK (SEE 3EALD E:NG. PACK FOR SIZE 4 CONNECTION) 2x4 5" BLOCKING BETWEEN TRUSSE5 AT FIRST TWO BAYS 4'-0' O.G. (AT SHEATHING SEAMS) I CONT. 2x41 SPF RAT RUN SECURED W/ (2) 12d's a EACH TRUSS (2) 2x4 02 5.Y.P. DIAGONAL BRACE W/ (3) 12d's 0 EACH TRUSS (DIAGONAL X -BRACING TO COVER 5-TRU66ES ' GYPSUM BOARD OR HIGH STRENGTH CLG. NOTE, BOARD DIAGONAL BRACE a CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE 0 ANY SPAN 15'-0" OR GRATER REFER TO TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0" t0 30'-0' (1) X -BRACE 30'-1" TO 60'-0' (3) X -BRACE (l) X -BRACE * CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END GABLE X -BRACING SCALE: 1/2"= I'-0' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) 106 GUN NAILS 1x6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS 1x8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS A EA. TRUSS' RAFTER TO TRUSS MT5-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE -ENG TRUSSES - PRE -ENG. TRUSS. ALTERNATE CONNECTION META -24 RAFTER TO BLK'G BETWEEN TRUSSES g_CO NV. FRAffll) ROOF SCALE: 1/2"■ 0'-0" TO 30'-0" (1) 'X' BRACE 30'-1' t0 60'-0' (3) 'X' BRACE (I 'X' BRACE s CENTER) l2 'X' BRACE DIVIDEP EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER M 15 FELT ON 1/16' O.S.B. (2) 2X4 02 SYP DIAGONAIL BRACE --- W1 W/ 3-12d m EA TRUSS l DIAGONAIL BRACE TO COVER 5-TRUSSE5 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS SPF STIFFBACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 1116" OSB SHEATHING USE 86 NAILS At 4" O.G. EDGE 4 6" o.c. FIELD 2X4 W/ 3/8' X 5 LAG 032' O.G. MAX. OR SIMPSON META -24 * 32' O.G. MAX. f SHEATHING NAILING TO BE 6'-8' O.C. IN FIELD 4' O.C.OALL EDGES W/8d NAILS D5L 2X(o SCALE: 1/2"=V-0' FINISH Q LANDING 3/4" PLYWOOD F.F. COMMOM TRUSS 24' o.c. 1/2' CLG. BOARD NAIL CONT. RAT RUN TO TRU55 W/ (2) 12d 0 EA. TRUSS 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16" O.C. MAX. 12" z 3/4" PLYWOOD WITH L� 12-�' COMMONS LANDING DETAIL „ NAILED THRU 3/4 FINISHLANDINGPLYWOOD INTO 3/4" PLYWOOD F.F. EACH aTiINCEi� 3-2x12 5YP STRINGER DBL 2X12 — _ 2X12 TREAD REINFORCED W/2X4 SPF FLOOR JOIST CUT TO FIT W/CONT. aEAD OF 1X8 RISER. SU5-FLOOR ADHESIVE PL -400 OR 51MILAR EA HORIZONTAL RUN SECURE TREADS TO STRINGER W/l3/'*5 3" 5CREW5 e EA 5TRINGER, UNTHREADED SHANK TO EXTEND 5EYOND THICKNESS OF 5U8-FL0OR'. SHEATHING NOTE STAIRS RISERS TO CONFORM TO F C 2001 N 1115 UPLIFT SIMP50M HTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4" TAPCONS TO CONT POURED LINTEL +' 1900 UPLIFT (2) SIMPSOM HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRU55 AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE -ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2' APART 1 TRUSS ANCHOR RETROFIT N.T.S. 3," MIN. FINI5H WINDER DETAIL 55 THAN 4" TYP. :TWEEN SPINDLES HAND RAIL 11/2 ° DRYW 1X10 1 III, NOSING (3) 10d CUT NAILS 2R+IT=24 -25" 2X4 P.T. 3/16" MAX. VARIATION IN RISERS/TREADS SLEEPER INTO \170 M ADJACENT TO EACH OTHER SLAB r 3/S" MAX. VARIATION IN ANY R15ER/TREAD HANDRAIL CIRCULAR CRO55 SECTION DIA. TO 5E 13/411 +-1/4" OR PROVII-)E EQUIVALENT GRA5I=,45IL ITY 1 WINDERS- MIN. (0" WIDE 's NARROW END 1 e_ MIN. I1" WIDTH 4 12" FROM NARROW END 34 MIN. HANDRAIL HGT. STAIR SECTION DETAILS SCALE. 3/411=1'-O" A R C H IT E C TS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PW: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 SiLTBDIV. �C LOT: TUSCA PLACE LOT #2009 PROJECT# 02108.004 MODEL: 1"758" GARAGE SWING: LEFT PAGE: misc. DETAILS ARCHITECT. STATE OF FLORIDA - - -E: 02/29/12 S C ALE: 1/4 =V -0t) SHEET D5 O P' N G 44 U >D > q U A � ti SiLTBDIV. �C LOT: TUSCA PLACE LOT #2009 PROJECT# 02108.004 MODEL: 1"758" GARAGE SWING: LEFT PAGE: misc. DETAILS ARCHITECT. STATE OF FLORIDA - - -E: 02/29/12 S C ALE: 1/4 =V -0t) SHEET D5 O P' �DHAI_L 1OC O 1 vi—i—m6e O 1 uc.c.v WMAk — ,7( J�--"r—'J� AND TIED AT EACH FLASHING SIDE. PER ASTM CI063 �� WOOD SHEATHING METAL LATH STEP #� STEP 02 1.10.1.41 I WRB LAYER "I, WRP LAYER 01, THICK, 3 GOAT CEMENT IS WRAP STUCCO WRAP I PLASTER • tl. .. 11JR13 LAYER *?, FORTIFIBER — — _ — METAL LATH gguuffLLpplNG PAPER r,' MIN PAPER LAP BELOW ONLY / WR15 LAYER '"2, FORTIFII3ER I METAL LATH WRD LAYER 02, FORTIFI ER I 5UILDING PAPER � h'xb' SELF -ADHERING MEMBRANE ' BUILDING PAPER „ FLASHING OVER 4'x4' WRB LAYER 1, to �` - _ r -- I FLASHING HOVER APPROVED 3 MIN GAP MtN 3' MIN STUCCO WRAP INSTALL FASTENERS (CLIPS, HOUSE WRAP. ' STRAPS, STAPLES) AS I •.• . FLASHING TO EXTEND ONTO PIPE_ \ WHERE METAL PLASTER BASE WOOD SHEATHING REQUIRED TO SECURE WITH BACKING IS USED, THE PIPE/ WIRE TO FRAMING 4'x4' SELF -ADHERING MEM$RANE / VERTICAL AND HORIZONTAL LAP FLASHING OVER APPROVED JOINTS SHALL BE BACKING ON HOUSE WRAP. BACKING AND METAL ON METAL. "'•r' ' ",` :�: ':`'� rI ASHING TO EXTEND ONTO PIPE PER ASTM C106a3 'IBB 1' MIN LATH LAP, 41 ( R I a/e' CONT. BEAD OF SEALANT ALL LAP APER LAP INSTALL APPROVED HOUSEWRAP AIR / SCALE: 11/2'=1'-0' SHEATHING INFILTRATION BARRIER OVER J I ELASTOMERIC COATING OVER STUCCO/ .. :. I :••: G.V. FINISH (SEE TYP WALL SECTION) ::• . VERTICAL LATH & PAPER DETAIL SECTION PER FBC Exterior lathing and plastering WOOD STUDS Exterior use of Portland cement plaster shall comply with the application ONE VERTICAL—PIECESHEATHING ;= requirements of ASTM C 926-11 A. "M" TYPE CONTROL JOINT Installation of exterior lathing and framing ` ESU ILD ING shall comply with ASTM C1063-1 1A. ' PAPER MIN LAP 4 STUCCO V LAP A LATH 3' LAP + PAPER s� r L FOLD INWARD PT. A I. FOLD INWARD PT. A f f=ENETF�ATICN D� � /2 eREAesE0Pt 13�- �I�+ K U T HORIZONTAL LATHFOLD & PAPER DETAIL DETAIL WOOD 5HEATHING WK'S LAYER "1, STUCCO LURA' �o I. FOLD INWARD +� PT. A G I I N T I. FOLD INWARD ( /-I J 3 COAT PT. A �/ . 2. CREASE 0 PT. B = PLASTER 2. CREASE 40 PT. B tt' 3. CREASE o PT. C f' 3. CREASE Pt. C 4FOLD PT. C OVER PT. METAL LATP D TILL PT. C TOUCHES BO'ProM FLANGE Y LAP WRB 4 TA='E OVER � ►rte I LEGEND- RQQF/WALL 5CREE12 D 4 I I A F L fe l V ( W r r` z 511X5" "L" TYf'E CONTINUOUS ®� � F A5�1INC� a--�`�" 1, ��"�GG� W,�� FOLD T GALV. METAL L oil FL rz Z (NAIL TO ROOF DF -CX, NOT WATER TIGHT = 2 C F 0 RT 1 F I E R SEAL. FOLD, r� WALL S � � NEAT�-IINC�) � �—�� LQIGUT. �i�i� i�i�i� N CAP 5H INGLE - DO NOT NAI 5UILLDINS A INSTALL WITH ROOF GEMENT J" THICK, 3 COAT CEMENT I� I 4 PLASTER M T A L L A T 1 X X X X WRB LAYER 02, FORTIFIBER �BU ILD ING PAPER WRB LAYER *1, r STUCCO WRAP ROOF CEMENT LAP LAYER$ OF BUILDING WRAP j--- 5NINGLE ROOFING OVER NAILING FLANGE, STOP I S• /_/ WRB APPROX. IV ABOVE I aH INGLES WOOD 5 1---I' A T 4 N Y Y k Y x CASING BEAD xy i M %'M x Y Y s Y "z Y k k k . I 5x5 WALL FLASHINGS ;p kx kY� o � ��AD�I� KICK -OUT FLAWING(SEE �� I DETAIL) Y k x k kYk FELT UNDERLAYMENT WATER TIGHT SEAL MEND OR SOLDER, DO NOT CUT) gy �� NOTE: INSTALL T 9 9 9 9 FLASHING - SHINGLE ROOFING! FLASHING ,4T BOTTOM OF ROOF WALL INTERSECTIONS DRIP EDGE: OVERLAP 2', EXTEND Ya" BELOW SHEATHING, MECHANICALLY FASCIA WRAP FASTEN 12' O.C. MAX. A R C H I T E C T S Desin g roup p inc. 441 N. RONALD REAGAN B LVD. LONGWOOD, FL 32750mPH: 407-774-6078 FAX: 407-774-407 www.abdesigngroup. AA #: 0003325 ti 6 N 4'x4' SELF -ADHERING MEMBRANE tr;U FLASHING ATIBLE W/ HOUSE NOTE: APPROVED BUILDING WRAP WRAP MATERIAL OVER APPROVED HOUSE WRAP. SHALL RE LAPPED A MINIMUM OF FLASHING TO EXTEND ONTO PIPE (011,0 VERTICAL LAPS (ROLL ' LAPS. ENDS) 6 HORIZONTAL L P VOR LESS PIPE &'xb' SELF -ADHERING MEMBRANE ALL SEAMS NEED TO BE TAPED BACKING SHALL E31_ LAPPED NOT PENETRATION FLASHING (COMPATIBLE W/ HOUSE ONE-PIECE VERTICAL M WITH FORTIBER SHEATHING TAPE LESS THAN 2" ON WALLS, THE SACKING $HALL BE LAPPED SO '� WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMPRANE TYPE CONTROL JOINT �, WATER WILL FLOW TO THE FLASHING OVER APPROVED ATTACHED TO WIRE LATH , - -- LATH WIRE TIE LA -- EXTERIOR. 'SACKING* SHALL NOT T PLASTER ::::::::.::: '�" HOUSE WRAP, TO ON PPE W/WIRE TIE. BE PLACED BETWEEN FLASHING TO EXTENp TO OUTSIDE OF� APPLIANCEFLANGE W/18 THICK, 3 COAT CEMENT ~` PLASTER , \ i3ASE (LATH) AND FLANGES Or- ACCESSORIES. METAL LATH t0 FAPPLIANCE GAUGE WIRE ID rt O.G. WRB LAYER *2, FORTIFIBER t' MIN. LAP +� METAL LATH , METAL FLANGE CONTACT SHALL 5E REQUIRED TO ENSURE THAT BUILDING PAPER / FLANGES ARE MECHANICALLY LATH SHALL NOT SE METAL LATH LOCKED TOGETHER. PER ASTM GUT ANIS OVERLAP ONE OF � CONTINUOUS THROUGHCUTAND CONTROL JOINTS BUT WR5 LAYER "I, �iC X X X-� �+ . , 1 G1063 '183.1 FLASHING MEM33RANE LAP ONE SELF-ADHERING MEMBRANE E OF �DHAI_L 1OC O 1 vi—i—m6e O 1 uc.c.v WMAk — ,7( J�--"r—'J� AND TIED AT EACH FLASHING SIDE. PER ASTM CI063 �� WOOD SHEATHING METAL LATH STEP #� STEP 02 1.10.1.41 I WRB LAYER "I, WRP LAYER 01, THICK, 3 GOAT CEMENT IS WRAP STUCCO WRAP I PLASTER • tl. .. 11JR13 LAYER *?, FORTIFIBER — — _ — METAL LATH gguuffLLpplNG PAPER r,' MIN PAPER LAP BELOW ONLY / WR15 LAYER '"2, FORTIFII3ER I METAL LATH WRD LAYER 02, FORTIFI ER I 5UILDING PAPER � h'xb' SELF -ADHERING MEMBRANE ' BUILDING PAPER „ FLASHING OVER 4'x4' WRB LAYER 1, to �` - _ r -- I FLASHING HOVER APPROVED 3 MIN GAP MtN 3' MIN STUCCO WRAP INSTALL FASTENERS (CLIPS, HOUSE WRAP. ' STRAPS, STAPLES) AS I •.• . FLASHING TO EXTEND ONTO PIPE_ \ WHERE METAL PLASTER BASE WOOD SHEATHING REQUIRED TO SECURE WITH BACKING IS USED, THE PIPE/ WIRE TO FRAMING 4'x4' SELF -ADHERING MEM$RANE / VERTICAL AND HORIZONTAL LAP FLASHING OVER APPROVED JOINTS SHALL BE BACKING ON HOUSE WRAP. BACKING AND METAL ON METAL. "'•r' ' ",` :�: ':`'� rI ASHING TO EXTEND ONTO PIPE PER ASTM C106a3 'IBB 1' MIN LATH LAP, 41 ( R I a/e' CONT. BEAD OF SEALANT ALL LAP APER LAP INSTALL APPROVED HOUSEWRAP AIR / SCALE: 11/2'=1'-0' SHEATHING INFILTRATION BARRIER OVER J I ELASTOMERIC COATING OVER STUCCO/ .. :. I :••: G.V. FINISH (SEE TYP WALL SECTION) ::• . VERTICAL LATH & PAPER DETAIL SECTION PER FBC Exterior lathing and plastering WOOD STUDS Exterior use of Portland cement plaster shall comply with the application ONE VERTICAL—PIECESHEATHING ;= requirements of ASTM C 926-11 A. "M" TYPE CONTROL JOINT Installation of exterior lathing and framing ` ESU ILD ING shall comply with ASTM C1063-1 1A. ' PAPER MIN LAP 4 STUCCO V LAP A LATH 3' LAP + PAPER s� r L FOLD INWARD PT. A I. FOLD INWARD PT. A f f=ENETF�ATICN D� � /2 eREAesE0Pt 13�- �I�+ K U T HORIZONTAL LATHFOLD & PAPER DETAIL DETAIL WOOD 5HEATHING WK'S LAYER "1, STUCCO LURA' �o I. FOLD INWARD +� PT. A G I I N T I. FOLD INWARD ( /-I J 3 COAT PT. A �/ . 2. CREASE 0 PT. B = PLASTER 2. CREASE 40 PT. B tt' 3. CREASE o PT. C f' 3. CREASE Pt. C 4FOLD PT. C OVER PT. METAL LATP D TILL PT. C TOUCHES BO'ProM FLANGE Y LAP WRB 4 TA='E OVER � ►rte I LEGEND- RQQF/WALL 5CREE12 D 4 I I A F L fe l V ( W r r` z 511X5" "L" TYf'E CONTINUOUS ®� � F A5�1INC� a--�`�" 1, ��"�GG� W,�� FOLD T GALV. METAL L oil FL rz Z (NAIL TO ROOF DF -CX, NOT WATER TIGHT = 2 C F 0 RT 1 F I E R SEAL. FOLD, r� WALL S � � NEAT�-IINC�) � �—�� LQIGUT. �i�i� i�i�i� N CAP 5H INGLE - DO NOT NAI 5UILLDINS A INSTALL WITH ROOF GEMENT J" THICK, 3 COAT CEMENT I� I 4 PLASTER M T A L L A T 1 X X X X WRB LAYER 02, FORTIFIBER �BU ILD ING PAPER WRB LAYER *1, r STUCCO WRAP ROOF CEMENT LAP LAYER$ OF BUILDING WRAP j--- 5NINGLE ROOFING OVER NAILING FLANGE, STOP I S• /_/ WRB APPROX. IV ABOVE I aH INGLES WOOD 5 1---I' A T 4 N Y Y k Y x CASING BEAD xy i M %'M x Y Y s Y "z Y k k k . I 5x5 WALL FLASHINGS ;p kx kY� o � ��AD�I� KICK -OUT FLAWING(SEE �� I DETAIL) Y k x k kYk FELT UNDERLAYMENT WATER TIGHT SEAL MEND OR SOLDER, DO NOT CUT) gy �� NOTE: INSTALL T 9 9 9 9 FLASHING - SHINGLE ROOFING! FLASHING ,4T BOTTOM OF ROOF WALL INTERSECTIONS DRIP EDGE: OVERLAP 2', EXTEND Ya" BELOW SHEATHING, MECHANICALLY FASCIA WRAP FASTEN 12' O.C. MAX. A R C H I T E C T S Desin g roup p inc. 441 N. RONALD REAGAN B LVD. LONGWOOD, FL 32750mPH: 407-774-6078 FAX: 407-774-407 www.abdesigngroup. AA #: 0003325 ti N tr;U b (a Q � z Q � U h � A � ti SU13DIV. & LOT: TUSCA PLACE LOT #2009 PROJECT# 02108.004 MODEL; "1'750" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT, STATE OF FLORIDA r - DA's: 02/29/12 SCALE: 1/4"=11-01) SHEET WAI a�� STUCCO INSTALL (o" SELF -ADHERING FINISH MEM5RANE FLASHING OVER (0" SELF ADHESIVE TOP, SIDE(S)ANI;) BOTTOM OVER TOP 4 SIDES G,45LE-END TRUSS FLANGES OF NDN -MOVABLE LUOOD SHEATHING FRAME OF THE EXHAUST. WR5 LAYER $1, SELF WOOD SHEATHING SEQUENCE OF FLASHING TO BE: STUCCO WRAP I. BOTTOM, 2. SIDES, 3. TOP FLASHING WR5 LA�'ER UNIT 1, LUR5 LAYER 02, FORTIF15ER 11 VENT GAP 15 To ME SET IN BED BUILDING PAPER STUCCO WRAP WOOL) OF SEALANT AT TOP AND CON5TR, rION METAL LATH PREMANUF. DRYER I. SIDES ONLY. SEALANT 15 TO ME 0, "1/8" TEXTURED TOOLED 50,45 TO DEFLECT VENT CAP (SET IN FINISH WOOD WATER AWAY FROM JOINTS. CONT. SEALANT) WR5 LATER 112, FORTIF15ER a, CMU ;*•jt;, E -Z MEAD ALL AROUND Ii BUILDING PAPER I' • V VENT -APPLY SEALANT ALL V TO MID - WALL JOINTS AND INTERSECTIONS WEEP SCREED V� SEALANT ow ZO- APPLY SEALANT AT PERIMETER OF -4 SACKER ROD NPN -MOVABLE FRAME AND STUCCO TOP 4 SIDES THICK, 3 COAT CEMENT ON ALL SIDES, y4" CAUL<ING a JOINT PLASTER ALL AROUND 12' WIDE STRIP SELF ADHE51VE FLASHING, CLAN DRYER VENT (BLOCK) 7/6" TO I'a" Mlt:)-W,4LL MASONRY IBEFORE APPLYNG PER F130 Exterior lathing and plastering Exterior use of portland cement plaster WEEP SCREED, TIE (@ TEXTURED SACKER ROD TO METAL LATH W/Ia shall comply with the application FINISH * MASONRY requirements of ASTM C 926-11 A. GA. WIFE Q I " O.C. 6" Installation of exterior lathing and framing SELF -ADHESIVE HORIZONTAL WEEP SCREED BUILDING PAPER FLASHING FRAME TO BLOCK shall comply with ASTMC 1063-11 A. OVER "QUICK WOOD FRAMED WRIB LAYER 101,11 FLASH STUCCO WRAP WALL HOODED VENT 'END J' THICK, 3 COAT CEMENT HORIZONTAL WEEP SCREED LECT PLASTER PIPE THROU rzsH(FRAME TO FRAME), METAL, LATH WALL DRAINAGE PLANE (WR5 WR5 LAYER 02, FORTIFI55R LAYER *']/ 5TUGG0 WFAF) 5UILD ING PAPER WOOD SHEATHING — WF5 LA"IrER "2 (FOIRTIF15ER 6 ADRYER VENT (FRAM-Enj llaulc< FLASH" ESU ILD INC PAPER) GASKET (INSTALL PER MANUR SPECS.) METAL LATH X -X -X -x all BUILDING PAPER UNDER "QUICK FLASH" WR5 LAYER 01, CUT OPENING IN STUCCO LURAP APPROVED Pouer=WRAP SHTHING� EA FOR BOX INSTALLATION 6ELF-ADHE51VE SLASHING ENT PENETRATION CUT "X" INTO A SELF -ADHERING 5CALE: N.T.S. WR5 LAYER 01, LASHING - 8TUCIGO WR14F MEMBRANE r APPLY SELF -ADHERING MEM5RANE FLASHING WCOI�> SHEATHING OVER BOX AND OVER APPROVED WR5 LAYER A &TEP #I- 6TEF #2 - APPROVED HOU6ELURAP WR5 L,4yr=R #I, 15ELOUJ STUC00 WRAP F=Lr=c,. METER FIELD Coo MIN SELF -ADHERING — VERIFY LOCATION CUT SUCI4 THAT APPLY MEMBRANE FLASHING ELEC. METER FIELD NO MEMBRANE GRADE "P11 `FELT A ENTERS BOX, OVER LY ..... . . . . . . . VERIFY LOCATION L APPLY To FACE SELF -ADHERING APf=STUCCO SCRATCH COAT EDGE FLASHING OVER AND ONE (1) LAYER OF PAINT APROVED PRIOR TO INSTALLING ELEC. HOUSEWRAf= METER WR5 L4,rF_R02, FORTIF15ER #GAVITY TO BE FILLED BUILDING PAPER WITH RIGID POLYMERIC T P 5 T #4- I&OC-Y,4NOTE-P0LY5LENE;) FOAM ("GREAT STUFF" OR 611"IILAR) ELAS APPLY A 51LICON 0 C COATING OVERTOMERIC 5,46E SEALANT AT POINTFIN15H STUCCO 50RATCH A COT THAT ELEC. WIRE f="FNETRATE5 (SEE TYPICAL LUALL 4 1 GOAT OF PAINT W/5,4C<- APPLY E -Z BEAD— .0; 0 ; 0. 0 0 .• . . 0 0 SECTION) OVER 60 MIN ROLL PRIOR TO GRADE "D 0 0 . METAL LATH ELEC. METER IN5TALLATION, FELT -PROVIDE 00 SEALANT AT ALL 0 0 JOINTS AND•• 0 ; INTERSECTIONS • 0 0 .0. 0 0 PROVIDE STUGGO 5Cf;ATGH GOAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT 5TEF *S_ T P ELECTRICAL CONDUIT PENETRATION 9 ELECTRICAL RECEPTACLE F'A R C H I T E C T S ,,IlilillilvI� I 4 Design Groupinc. 1441 N. RONALD REAGAN BLVD. n ne. N BLVD. LONGWOOD, FL 32750 � PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 4b Su8niv. & ILIO TUSCA PLACE LOT #2009 PFeojzcT# 02108.004 MODEZz- )1l 1756 GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT* STATE OF FLORIDA PRINT DATE: 02/29/12 SCALE: 1/4"=V-0" SHEET WA2 �F� � .4 1 , z4i NC4 LU 64 �a <I_ O N 6) Su8niv. & ILIO TUSCA PLACE LOT #2009 PFeojzcT# 02108.004 MODEZz- )1l 1756 GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS ARCHITECT* STATE OF FLORIDA PRINT DATE: 02/29/12 SCALE: 1/4"=V-0" SHEET WA2 �F� � EMOVE WOOD SHEATHING NREER P TA WRB LAYER *1, ACCOMMODATEO LEGEND - STUCCO WRAP NEW DRIP METAL FLANE_ WOOD I WRB LAYER 02 FORTIFIBER "--< �-" r----_ �RA I� III(� CONSTRUCTION ExISTING I ' BUILDING PAPER I , , ® ® MEMBRANE CUT E05GEG SLEEPERS/ TREX UU LA)'E #2 (F0 T lF 1 E I DRIP E. — " THICK, 3 GOAL CEMENT AT CREASE I _ — — — PLASTER EXISTING DRIP MEiIBRANE UIDfNC� EDGE f WOO© SHEATHING DRIP MOLD W/ WEEP HOLES 1 11 METAL LATH X X X X ,•..;.:. A aa. , 5/S 5UB FLOOR - — -- WEEP HOLES DRYWALL " THICK, 3 COAT CEMENT NEW /� WC70D/ 1/8" TEXTURED FIN15H PLASTER ( TREX PLANKING I I �^1 ,r 4 ...� d: • , a. aisa CDlM :=n I ATL1 n\/�� 1/fr1T" Q.u1=aTLllxjr.,---, ; r=MOvF AND REPLACE 1 NEW DRIP EDGE 5TUGG0 APPROVED BUILDING WRAP t STUCCO DRIP SCREED W/CONTROL JOINT' THICK, 3 GOAT GEMENT PLASTER WOOD SHEATHING WOOD �t"fE� CNS J INT DRIP MOLD DTL. C CANT.Pill �j ' NEW CASING BEAD � _ � 1 L 745H IN " SCALE: 1 1/2"=1'-m" d / NEW BALCONY DRIP C;: aTuccO SU5 FLOOR )EDGE REMOVALF . e WRB LAYER *2, FORTIFIBER SUR FLOOR DECK MEMBRANE, WOOD SHEATHINGWRB LAYER 01, SCALENTS BUILDING PAPER EXTEND OVER DRIP STUCCO WRAP WRB LAYER *i, EDGE STUCCO WRAF' 3' x 3° 26 GA. GAI-v. WOOD I WRB LAYER *2, FORTIFIG ER METAL DRIP EDGE CONSTRUCTION BUILDING PAPER '/a' PLYWOOD FILLER, = SET IN FULL BED 01= BALCONY DRIP CONTINUOUS m SPACE ROM DRIP " THICK, 3 COAT CEMENT EDGE REPLACEMENT FACE TO TRIC I ,. PLASTER SCALE: NTS Y4`GAP FOR NOTE:SEALA R ROD4 SELF-ADHESfYE FLASHING WRAPPED WOOD "SHEATHING EXISTING Df'If' EDGE WILL 5E FOLDED Uf=' S/s° AROUND Y$" TO ALLOW TI4E IN5TAL L,4TION OF STUCCO DRYWALLPLYWOOD FILLER r:. " THICK, 3 COAT CEMENT J" THICK, 3 COAT CEMENT ; ,4ND C�SfNC�. FOLLOWING E',41NTINC�, TIE � THICK, 3 COAT CEMENT PLASTER PLASTER � PLASTER WRB LAYER "1,.;iRf�' EDGE WILL 5E 5ENT,4GK TO ITS ` STUCCO WRAP ORIGINAL LOCATION AND 5E,4LED To TSE METAL LATH DRIP SCREED W/CONTROL JOINT STUCCO WOOL) SHEATHING CASING BEADCASING BEAD BALCONY DRIP DTL. C CANT. 11C EDGE INSTALLATION 1 0 B SCALE: 1 1/2"=1'-2a' BALCONY SCALE= NTS 11 A DRIP EDGE REPAIR SCALE: NTS WOOD SHEATHING 2x FCmu WR5 LA'T'ER "1,FRAMING >�'lEM�3ER ' . STUCCO WRAP A R C H I E C TS 4Design G r{o u p Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #:0003325 -," THICK, 3 COAT CEMENT UJOOD 5HEATHING s'tTHn►Iv. 8e s1oT: E'1,45TER WRS LAYER *2, FORTIFIBER 5UILDING PAPER TUSCA PLACE Wiz5 L,4�EfR #1, LOT #2009 �� CORNEr' 5EAD CORNER 5E,4D METAL LAT�4 I I STUCCO WRAP FASTENED TO 5�-IE,4TH f NCS ; ...,:..::..:..:: ..:.:...::... ('FA5TENER 4 5PAC INCA -1" I # PROJECT# a) : 'j : s ASTK, 3 COAT GEMENT i I ER 5UWR5 L,4YE '�'. 2, FORTIF15ER I" O.C. t,-lAx. PL ILDING PAPER O�1Q�. QQ4 - mOryEL: » ' G "5EL1=-AD HERING I '' METAL LATH 1756 FL,45HING T.I -J THICK, 3 COAT CEMENT GARAGE SWING: (EXPLODED 8 �R L,4�r'ER #1, YfEW FOR F'L,4STER LEFT CLARITY) STUCCO WRAP DRIF CAF Y.PAGE: WOOD 5l-IE,4TH INCA E/la" THICK, 3 COST CEMENT BALL PL,45TER ,41=lf='L l ED ASSEMBLY METAL LATH v DIRECTLY TO M,460NRY WINDOW FLANGE DETAILS WR5 LAYER 02, FORTIF-15ER 5UILDING E'APER ARCHITECT - STATE OF FLORIDA CORNER BAD BLOC K- 41 CORNER BEAD FRAME � 41 D CASING BEAD C WINDOW 15B (FRAME, NO BAND) JAM C NTWELL NO 2079 DATE: 02/29/12 SCALE: 1/4"=1' — 0" SHEET WA3 Ogg 3 N C4 WLu n P4 z C o u 4 -," THICK, 3 COAT CEMENT UJOOD 5HEATHING s'tTHn►Iv. 8e s1oT: E'1,45TER WRS LAYER *2, FORTIFIBER 5UILDING PAPER TUSCA PLACE Wiz5 L,4�EfR #1, LOT #2009 �� CORNEr' 5EAD CORNER 5E,4D METAL LAT�4 I I STUCCO WRAP FASTENED TO 5�-IE,4TH f NCS ; ...,:..::..:..:: ..:.:...::... ('FA5TENER 4 5PAC INCA -1" I # PROJECT# a) : 'j : s ASTK, 3 COAT GEMENT i I ER 5UWR5 L,4YE '�'. 2, FORTIF15ER I" O.C. t,-lAx. PL ILDING PAPER O�1Q�. QQ4 - mOryEL: » ' G "5EL1=-AD HERING I '' METAL LATH 1756 FL,45HING T.I -J THICK, 3 COAT CEMENT GARAGE SWING: (EXPLODED 8 �R L,4�r'ER #1, YfEW FOR F'L,4STER LEFT CLARITY) STUCCO WRAP DRIF CAF Y.PAGE: WOOD 5l-IE,4TH INCA E/la" THICK, 3 COST CEMENT BALL PL,45TER ,41=lf='L l ED ASSEMBLY METAL LATH v DIRECTLY TO M,460NRY WINDOW FLANGE DETAILS WR5 LAYER 02, FORTIF-15ER 5UILDING E'APER ARCHITECT - STATE OF FLORIDA CORNER BAD BLOC K- 41 CORNER BEAD FRAME � 41 D CASING BEAD C WINDOW 15B (FRAME, NO BAND) JAM C NTWELL NO 2079 DATE: 02/29/12 SCALE: 1/4"=1' — 0" SHEET WA3 Ogg 3 LEGEND DRAINAGE PLANE (WR5 LAYER 01, 5TUCCO WRAP) WR5 LAYER #2 (FORTIEI5ER . _,_,_,_,_,_,_,_ BUILDING PAPER) METAL LATH x x x x STUCCO '..a.'°.. ,44,.. ;. ° ,.; . WOOD 5HIE14THINC-3 WOOD SHEATHING a UJR5 LAYER I'], STUCCO LUR14F > THICK, 3 COAT CEMENT FLA5HING WOO5HETHINGSELF—ADHESfVE PLASTER w LURB LA'T'ER *2, FORTIF15ER � . _ ,- — SEALANT METAL LATH BUILDING WAFER WRB LAYER #1, STUCCO WRA1~' METAL LATH A ., 1 I.' II THICK, 3 GOAT CEMENT WfRE3 L,4YER #2 FORTII=IBER • ••w .I..• c, a .a •: .. �� .• -=- ---� .. °.�.•. 4 .. o...• a ° •" a • ° °„ BLASTER I :' I BUILDING PAPER WINDOW FRAME (o "SELF -ADHERING ? _ I :" t-lETAL LATH WR5 LAYER 02, FORTIF-15ER FLASHING BU ILD INCA RAPER TH41CK D , 3 GOAT CEMENTT (E'xf�LODED VINYAL ANGLE :.. PLASTER '000/ ;=-Z BEAD VINYL CASING CASING �3EAD �� VIEW FOR '' CLARITY) (w/a/5" FLEXI5LE FVC 5ACKER ROD) Z�/ DRIP.. C,4P WR5 LAYER 01, Fes-+ WINDOW FLANGE STUCCO WRAP (0" SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER CASING BEAD Ca-) WINDOW (FRAME, W/ B A]l�T I� ) �-- 15C WOOD 5HIEATHIING Y4" GAP TYP° THICK, 3 COAT CEMENT CASING HEAD PLASTER METAL LATH4 SEALANT TO WINDOW METAL LATH WRB LAYER #1, STUCCO WR,4P >< UJ0 D 5H ATi 41NG WRB LAYER #1, STUCCO WRAP U WINDOW FRAME WRB LAYER 02, FORT1FIBER WOOD SHEATHING BUILDING PAPERTV .' 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LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU13DIV. & LOT: TUSCA PLACE LOT #2009 PROJECT# 02108.004 MODEL: "1756" GEA tAG4E SWINGE: LEFT PAGE: STALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA �►AT�s 02/29/12 SCALE: 1/4"=1'-0 SHEET WA4O� a w Q Fes-+ O c q U q � SU13DIV. & LOT: TUSCA PLACE LOT #2009 PROJECT# 02108.004 MODEL: "1756" GEA tAG4E SWINGE: LEFT PAGE: STALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA �►AT�s 02/29/12 SCALE: 1/4"=1'-0 SHEET WA4O� CUT HOU5EWRAF AT 450 ANGLE MODIFIED "I" CU' IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOU OVER SHEATHIN WD STUD WALL INSTALL 6 SELF-ADHE FLASHING: C NAILING: FL. JAM55 EXTEND FL V BELOW 4 FLEXIBLE DO NOT 51: FIN r=MPORARILY OLD -UP 4 5EC OUSEWRAP (O UCK FLAP UNC t HEAD FOLD HOUSEWI IN AT JAMBS 4 SLOPE SILL R GEJ —IL n J —11— > �' qSTALL 6" SELF-ADHEE :LASHING C `,OATED AI 4EAD FLA° WITH END BAILING FL EXTEND SELF-ADHE =LASHING I 3EYOND J, ;LASHING NSTALL ME :AP r� �� 1 0 A " II ALIGN FLASHINGS W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP A5 T4 - FLASHING AT THE FOLD HOU DOWN 4 Ti D IAGONAL ACROSS 4 - WINDOW `,PPLY No' NOM. :ONTINUOUS HEAD )F SEALANT AT AME36AND HEAD ©r `RPPLY TO BACK OF JINDOW NAILING :LANGE IN LINE W/ :'RE -PUNCHED iOLE5 OR SLOTS. TIDE ADHESIVE XISLE FLASHING VER DRIP CAP ECTO-WRAP Eau Iva WINDOW FLASHIN(rl�-x IYeTSTA]LLaTION DETAILS FULL WRAP 6 AL E: NT6 "IIYiI!! INSTALL WINDOW PLUMB, LEVEL AND SQUARE PE: MANUFACTURER"' WRITTEN INSTRUCTIONS —APPLY MEMBRANE FLASHING OVER JOINT NN I. IT 15 THE CONTACTORS RE5PON5I5ILTY TO VERIFY THE COMPATI51LITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING. SEALANTS MAY REACT ADVERSELY IF NOT COMPATIEBLE. NOTE: CLEAN AND SEAL J,4M5 TO 511-L JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR 5CHEME 51H0WN SPALL 5E IMPLEMENTED AT ,ALL WINDOWS WITH EVIDENCE OF WATER INTRU5ION 5ELOW THE WINDOW OPENING NOTE. SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H I T E C T S Design roup Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SuBa=v, ac Lo'T: TUSCA PLACE LOT #2009 PFGC►JECT# 02108.004 MODEL: 1756" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING ARCHITECT, STrA TE OF FLORIDA N OAl2© 9 LL 0 2 9 12 SCALE: 1/4"=1'— 0" SHEET WA5 t-�3 W W � � n 0 � d q U h 1 J3 SuBa=v, ac Lo'T: TUSCA PLACE LOT #2009 PFGC►JECT# 02108.004 MODEL: 1756" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING ARCHITECT, STrA TE OF FLORIDA N OAl2© 9 LL 0 2 9 12 SCALE: 1/4"=1'— 0" SHEET WA5 t-�3