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2588 Vineyard Cir 12-362 (a)0 FOR: - www. ctrnorton,, com CBC1 252212 IN 5850 T. G. LEE BLVD. SUITE 600 ORLANDO, FL 32822 Tsu (407) 850-5200 Fam (407) eso-saoo PATIO 35 5Q. FT, OPT. COVERED PATIO 60 50. FT. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER AUND IUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET S BATHING SHOWER SI VELAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WOOD WINDOW WATER HEATER WROUGHT IRON REVISIONS REV. DATE DESCRIPTION 1 DESIGN CRITERIA: CONTROL DATE ABBREVIATIONS • STATE OF FLORIDA R. MACDONALD .ELEVATION REVISIONS Q m3l3ol1@ R. MACDONALD REVISIONS ® o5/19/10 R. m,4c,DONALD REVISIONS Q CERTIFIED BUILDING CONTRACTOR: *FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABV. ABOVE LAV. Q W/2009 SUPPLEMENT 16m ADI. ADJUSTA CONDITIONING ADJUSTABLE MUM. M.C. PR05UILD ELEV. E FOR SAWGRASS 5A"�r" • 2007 FLORIDA FIRE PREVENTION CODE ALT, ALTERNATE GE MSR' D.R. HORTON HOMES • NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION BAD ' sBOARD �. MTD' 5850 T.G. LEE BLVD. SUITE 8QQ •ALL LOCAL AND STATE CODES CAB, C CENTERLINENB CABINET MTI•. RELOCATED A/C TO SECOND FLOOR L,4UNC)R`1- 8—FIRST CLO. CEAR N.T.S. ORLANDO, FL, 32822 CLR. CLLEAR O.C. — TEL: 407) 8505200 ( & SECOND FLOOR MECHANICAL PLANS CPT. CPT. NCRETE CARPET CARPET PL R P.B. PG D2—MISC. C.T. CERAMIC TILE PH. FAX: (407) 850-5300 •OCCUPANCY — RESIDENTIAL, GROUP R3 D. DRYER PLT. D5—MISC. • CONSTRUCTION TYPE — VB DBL. D.G. DOUBLE DUAL GLAZED PLYWD. PR. • MIN. INTERIOR FINISH — CLASS B DIA. DIAI`IETER P.T. • BASIC WIND SPEED — 120 MPH (M/S) DIM. DISP. DIMENSION DISPOSAL R. RAD. • 1—STORY RESIDENCE — DR DEEP R.A.G. • F FLORIDA STATE 0 • 2—STORY RESIDENCE — MAX. HEIGHT AS PER n s. DOOWNSPOUT RM. R.O. LOCAL AND STATE CODES DTL. DETAIL PROFESSIONAL ARCHITECT: D.W. DISHWASHER &c. S.D. SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 EA EACH JAMES CANTWELL• USED FOR DESIGN INCLUDE: ELEV, ESI. ELEVATION EXHAUST S.H. CONCRETE MASONRY RESIDENTIAL sHTHG. AR NO. 12079 • CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. F.GJFX . EXTERIOR FIXED GLASS SHWR. SIM. AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 F.G. FUEL GAS SL. A.B. DESIGN GROUP, INC. SQ. F T C A L t... ,S FIN• FIR. FL FLOOOROR sm.SL.. 1441 NORTH RONALD REAGAN BLVD. FzvaR. FR. FLUORESCENT FRENCH DOOR sws LONGWOOD, FLORIDA 3275Q LiVINCz c1sT.) 1,1i4 5Q. fit. FTG. T0. FOOTING TEMP.LIVING Tel: (40"7) "774-60"78 LIVING 12N1�.) 1,54& SO. 1=T. GA GAR, DISP. GAUGE GARBAGE DISPOSAL TIM T.O.C. G.F.I. GROUND -FAULT GRt,CUIT T.O.P. F +� X: (4 0 fry ) 774-4078 2 TOT,4L LIVING ,120 SQ. FT. GL. INTERRUPTER GLASS T.O.S. TYP. ENTRY ELEV. 'A" 4 "e' 51 SQ. FT, GYP. BD. GYBSUMBOARD U.N.O. H.B. HOSE BIB ENTRY ELEV. "C, o 4 1=" 123 50. 1=t. H.C. HOLLOW CORE V.P. FLAN REVIEW HDR. HEADER W. G14RAGE 42(o 8Q. F7, HOT. OR HT HEIGHT W/ DATE CHECKED BY: INSUL. INSULATION WD. INT. INTERIOR WDW, TOTAL ELEV. "A' 4 'E3" 3203 SQ. FT. W/H W.I. TOTAL ELEV. "C, D 4 E" 32&13 5Q. Pt. PATIO 35 5Q. FT, OPT. COVERED PATIO 60 50. FT. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER AUND IUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET S BATHING SHOWER SI VELAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WOOD WINDOW WATER HEATER WROUGHT IRON REVISIONS REV. DATE DESCRIPTION 1 05/C9/11 CONTROL DATE 0 o3/og/lo R. MACDONALD .ELEVATION REVISIONS Q m3l3ol1@ R. MACDONALD REVISIONS ® o5/19/10 R. m,4c,DONALD REVISIONS Q 05/12/11 STANDARDIZED SOUTHERN ENGINEERING Q 06/16/11 SAW CRASS 5,41' ELEV,4T IONS "D ° 4 "E Q 01/15/11 ADC) NEW TRUSS LA)''OUT FROM PRO5UILM 4,54G ® Ol/1g/11 PR05UILD ELEV. E FOR SAWGRASS 5A"�r" Q9 01/22/11 APPLIED REVISIONS FROM 2121 PER R.M. 4A—ELEVATION 01/28/11 AC)D NEW TRU66 LAYOUT FROM GGA, ELEV, 54C 11 m8/09/11 ADD NEW TRU55 L,4YOUT FROM GCA, ELEV. ,4,540 12 oalo,9/I1 PR05UILD TRU55 ENCS. ELEV. D 4 E Ai3 OB/14/11 RELOCATED A/C TO SECOND FLOOR L,4UNC)R`1- OFFICL 4 A R C H I T E C 7S Design Grouinc. p 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 0 r SUBDIV. & 3LO2: TUSCA SOUTH LOT #2019 PROJECT# 2108. 009 mOi>EL- "2720" GAZIAGE SWING: LEFT PAGE: COVER PAGE ARCHITECT= STATE OF FLORIDA AA N012079 so DATE: 11/10/11 SCALE: 1/4.1'=1'-0" SHEET ur- A I orc,2) 2 INDEX OF DRAWINGS SHEET # DESCRIPTION PG C1—COVER PAGE PG GN— GENERAL NOTES PG 1—FOUNDATION PLAN PG 1A—DOWEL PLAN PG 1B— LINTEL SCHEDULE (CAST—CRETE) PG 1B.1— LINTEL SCHEDULE (WEKIWA) PG 1C—WIND LOAD CALCULATIONS PG 2— FIRST FLOOR PLAN PG 3— SECOND FLOOR PLAN PG 4A—ELEVATION "A" FRONT & REAR PG 5A—ELEVATION "A" LEFT & RIGHT PG 6A—FLOOR FRAMING PLAN ELEVATION "A" PG 7A—ROOF FRAMING PLAN ELEVATION "A" PG 8—FIRST FLOOR ELECTRICAL PLAN PG 9—SECOND FLOOR ELECTRICAL PLAN PG 10—CABINET LAYOUTS PG 11—FIRST & SECOND FLOOR MECHANICAL PLANS PG D1—FOUNDATION DETAILS PG D2—MISC. DETAILS PG D3-1—STORY WALL SECTIONS PG D4—MISC. DETAILS PG D5—MISC. DETAILS OFFICL 4 A R C H I T E C 7S Design Grouinc. p 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 0 r SUBDIV. & 3LO2: TUSCA SOUTH LOT #2019 PROJECT# 2108. 009 mOi>EL- "2720" GAZIAGE SWING: LEFT PAGE: COVER PAGE ARCHITECT= STATE OF FLORIDA AA N012079 so DATE: 11/10/11 SCALE: 1/4.1'=1'-0" SHEET ur- A I orc,2) 2 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS, A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 ii. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 VI. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS ** I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBG 2007 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 II. CONCRETE TILES 25 E. WIND LOAD CRITERIA I. BASIC WIND SPEED 120 MPH II. WIND IMPORTANCE FACTOR (IW) 1.0 III. EXPOSURE CATEGORY B IV. WIND DIRECTIONALITY FACTOR (KD) 0.85 V. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±0.55 ENCLOSED BUILDINGS ±0.18 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH MIN.. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIINIMUM 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'/2-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 11- 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 BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1 / ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/ INCH AND NOT MORE THAN 3/ INCH, REFER TO FBG 2007, SECTION R607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS, 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 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/" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/2" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER, UNO. Fb = 1,500 PSI Fv = 175 PSI E =1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2007 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2007.. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 518" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD. 1/2" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROTIDE 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 L/360. 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 CPUC. 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH'/" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 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, %8" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, Y2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 311.2. A R C H I T E C T S Design Group inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 sulaniv ae z �: TUSCA SOUTH LOT #2010 PROJECT 2108.009 MODET.a "2720" GAl:tAGE SWING: LEFT PAGE: GENERAL TOTES ARCHITECT STATE OF FLORIDA DATE: 11/10/11 SCALE: 1/4))= f _ 0,) SHEET c" 2 NOF/ w w Ul Q 0 � A z 0 U �a A� ,.n w sulaniv ae z �: TUSCA SOUTH LOT #2010 PROJECT 2108.009 MODET.a "2720" GAl:tAGE SWING: LEFT PAGE: GENERAL TOTES ARCHITECT STATE OF FLORIDA DATE: 11/10/11 SCALE: 1/4))= f _ 0,) SHEET c" 2 NOF/ i i NOTE: *A/C LINE5 FROM AIR HANDLER UNIT TO CONDENSOR TO 5E RAN IN ATTIC. -ENTRY AND LANAI 5LA55 TO 5E POURED AT FINAL FOUR WITH DRIVEWAY - -J, 131-1311, �N_14'-011 24"X2411X12" 4" 4 CONC.�'AD CONC. D1 W/3*516 E.W. 5LA5 ON 61 I MIN. 31, CI MOVER -31/2" Ow `c IV-2IF'-8" - l ,1 COVERED PATIO SECURE 5TRAF" TO GCMG. W/ (2)-3/16"X21- TAP-CON5 CONC. SLA5 A/C SIMR50N W5 UNIT ROLL STRAP OR EQUAL 5ECURE 5TRA=' TO UNIT W/ (2) *Sx1 1/4 BHT MTL SCREWS CONNECTION A/C TO PAD DETAIL A R C H I T E CT S Design Group inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.a bdesigngrou p.com AA #: 0003325 SLTBI DIV. & AT: TUSCA SOUTH LOT #2019 PROJECT# . 2108.009 MODEL: "2720" GEAFtAC:EE SWINGE: LEFT PAGE: O ..TND ATIO N FLAN ARCHITECT. STATE OF FLORIDA PRINT DATE: 11/10/11 SCALE: 1/4"=V-0" SHEET 0 21 W � D O � � Z O q � ill SLTBI DIV. & AT: TUSCA SOUTH LOT #2019 PROJECT# . 2108.009 MODEL: "2720" GEAFtAC:EE SWINGE: LEFT PAGE: O ..TND ATIO N FLAN ARCHITECT. STATE OF FLORIDA PRINT DATE: 11/10/11 SCALE: 1/4"=V-0" SHEET 0 21 341 -loll 29'-8" 2rt'-611 24'-2" -1'-4" 14'-011 12' -lm" cA r cA r c., ■ ■ 1 r - N ■ ■ m m m Q ■ ■ m � m N ■ o, ■ cA � ■ 19'_4° j- cp r cel 13'-2" Hm' '-011 12'-011 ■ r DOWEL PLAN A R C H I T E C T S 04Design Groupine. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W w w O q U W m ti SUBDIV. & IAT: TUS C A SOUTH LOT #2019 PROJECT# 2108.009 MODEL: "2720, GARAGE SWING: LEFT PAGE: DOWEL PLAN rr..■r� ARCHITECT: STATE OF FLORIDA r JAME CA TWELL A NO 12079 PRINT DATE: 11/10/11 SCAT :1/4"=1'-0" 'Ao-J �+ LINTEL NO, LENGTH GRAVITY GRAVITY L 1 LATERAL TYPE LENGTH 8U8 are -OB 3FI2-013 Ib- 0-0 24- 8- 32 - SPO -115 31212-16 BF16-IB 31220 -IM 3F24-10 BF26-115 BF32-10 2'-10' (34') PRECAST 2302 3166 44'13 9-039 7526 9004 10412 11936 3166 4413 6039 7526 9004 10472 119315. 3'-6" (42') PREGASt 232.12 3198 8811 4683 6001 1315 0630 9341 3166 4413 6039 75?b 9004 10412 11936 4'-0" f48") PRECAST 2029 2325 2496 346'1 4438 15410 6384 7356 2646 44'13 b039 IN& 9004 10412 11936 4'-6' f549 PRECAST 151 1181 19 13 2651 34 03 4149 4096 5644 2110 4021 6039 152b 9004 10412 9668 5'-4" ((04') PRECA5T 1184 1223 1301 1809 2311 2626 3336 3846 16&5 2689 5051 6096 5400 6-424 1450 PRECAST 912 1000 1059 1414 1889 2304 2121 3131 1459 2464 4144 5456 4431 5260 6122 &I-& (18') PRECAST g31 1255 2101 3263 2146 3358 3911 4585 1255 2101 3396 5260 1134 8995 &690 1'-6' (90') PRECAST 161 1029. 1615 2385 1994 2439 2886 3333 1029 16'15 2610 3a39 5596 6613 5041 9'-4' (112') PRECAST 513 632 1049 1469 1210 1402 1154 2021 1158 1212 1818 2544 3469 4030 3121 PRECAST ,45(p 402 802 1125 915 1122 1326 1535 653 1025 1514 2081 2114 3130 2404 11'-4" (13(0") PRECAST 445 593 935 1365 1854 2355 1193 2¢x15 598 935 1365 18154 2441 3155 4044 12'-0'(144*) PRECAST 414 545 864 1254 1609 2014 1510 Isis 555 864 1254 1633 2211 2832 3590 13'-4`(lb(A')PRE6:A$T 362421 1312 126 1028 1331 1635 1224 1418 4315 143 1016 1438 1855 2343 2920 14'-0"l1&a8") PRECAST 33g 381 648 319 1690 1462 1001 1260 485 100 1003 1335 1114 2153 2666 PRESTRESSED N.R. NR NR NIR NR NR NR NR 465 1&5 1310 2045 2610 3185 3165 PRESTRESSED N.R. NIR NR NR NR NR NR NR 420 695 1250 1855 2310 2890 3410 111-4' (2099PRESTRESSEP N.R. NR NR NR NK NR NR NR 310 530 950 1400 1800 2200 2600 19'-4" (23?") PRESTRESSED N R. NR NR NR NR NR NR NR 240 1 400 150 1090 1400 1120 2030 21'-4" (25b')P1RESTRESWID N.R. NR NR NR I NR NR NR 163 1 330 &10 940 1340 1180 1110 2'-fa"6264')PRE97RE°�°ED N.R. NR NR NR NR NR NR NR 160 1 300 510 I a10 1250 11660 1910 ?4'- (1+!268') STRESSED N.R. NR NR NR NR NR NR NR 130 240 410 1 120 I(A30 13521 1610 �+ LINTEL NO, LENGTH UPLIFT GRAVITY L 1 LATERAL LENGTH TYP a-1 12-,t 16 -It ?0-17 24-I 2a-1 6P32 -IT SU6 3128 -2 12-2 16-2 0-2 4-2 28-Z 8P32 -2T 21-101(34') PRECAST 2121 2618 410) 5332 6569 1811 901515 2071 2021 2121 2184 3951 5190 6401 163fZ� 8851 3'-6" (42') PRECAST 211515 2289 32150 4?31 5219 6204 11`� 1251 1751 2165 2215 3165 4125 5091 6061 1036 4'-0'(469 PRECAST 1818 1980 2832 3680 4532 5381 6245 938 938 1815 1925 2150 3583 4422 5264 6110 4'-6' (54') PRECAST 1660 1162 2501 3251 4010 4161 5525 121 121 1660 1105 2435 3111 3913 46158 5406 51-4' (&41) PRECAST 1393+ ,393 1484 1431 2110 2050 2141 2610 3315 3293 4010 3920 4640 4949 505 505 5'-10"(10') PRECAST 1212• 1351 1930 21505 3004 3666 4241 418 418 1712 1315 18"15 2441 3010 3583 4151 (181) PRECAST 1141• 1200 1133 2250 2169 3290 3612 101 88'1 1141 1152 I&84 2132 2103 3216 31.S 1'-(�' f90')PREGA$t 959+ 990 912 1029 1415 1466 1914 1901 2354 23151 2191 2191 3240 3245 591 ka$1 9'-4' 1112') PRECAST 001t 612 980 1269 1560 1652 2144 2573 30 801 755 1192 .1550 1910 2211 2634 454 12)'-"f12h'1 PRECAST 116• 496 193 1021 1261 1496 1131 39h 493 116 611 1039 1380 1111 2034 2358 11'-4' 113Ga') PRECAST 1566+' 439 b96 699 1104 1309 1515 363 55Ga b66 535 905 1295 15% 1898 2198 121-01(1441) PRECAST 601. 400 &31 alb 1001 1166 1312 340 494 691 486 816 1209 1514 1199 2086 13'-4'11h0")PRECAST 500, 340 532 &8b 841 991 1153 3®2 398 513 409 682 1004 D&1 1631 1891 14'-0'(Ib8') PRECAST 486• 316 493 6313 11a 922 1065 20b 360 546 310 629 922 1254 1561 1816 14'-a' (116') PRESTRESSED 243 295 459 591 124 851 990 N.R. 351 243 352 5662 852 1156 1491 .1142 15'-4' (184') pRE8T1�55ED 228 2'16 430 553 611 801 '925 N.R. 326 225 329 542 791 1012 1381 1616 11'-4' (20W)PRESTRESSED 188 236 361 464 561 610 114 N.R. 255 188 21ro 448 649 314 1121 1339 19'-4' 1232') t9TRE58EC� lb15 201 313 401 490 518 WI N.R. 204 165 239 383 550 136 940 1160 21'-4" 1256'JPRE3TR7=93EG+ 148 186 213 356 433 512 590 N.R. 162 142 212 336 411 635 001 933 22'-0'(2b4')PRE8TRE88ED 140 180 268 343 418 493 568 N.R. ISI 131 205 322 451 601 111 941 24'-0'(236") PRESTRESSED 121 124 165 186 244 290 312 408 380 530 441 bora 515 839 N.R. 135 �+ LINTEL NO, LENGTH UPLIFT GRAVITY L 1 ATERA tYPE TYPE LENGTH L 2 - tra-rales aDPRF14- ®-0 aIa�22- 6- eFft0-m!s �L,_1B eF�F1PJ-II'. 8F�I4-IPS OWID-115 BRF22-IB 91426-6 8RF30-1B 4'-4` (52') PRECAST 14a9 11591 1321 2153 3412 L_ 2902 4902 3954 6412 4929 1941 5904 9416 6080 1®618 4'-(s' (54') PRECAST 8260 1449 2182 2114 3600 4481 5315 6264 1351 1102 3412 4962 6412 1941 9416 10816 $'-8' ($8') PREGASt 4006 632 1602 Mao 205a 2566 3015 35615 185 1153 2162 4014 6417 6516 bat4 6639 PRECAST 4156 119 1500 1449 1924 2400 2016 3352 135 1103 2051 3511 6412 651& 5450 43411 (a'-8' (80") PRECAST 901 16'11 2933 2516 3223 3812 4522 aZ2 901 1611 2933 4100 6130 6111 6101 1'-b" (9fA') PRECAST (p 161 1311 2252 1958 2451 2344 3439 66661 1154 1311 237'9 3609 5492 6674 5137 9'-S' (116') PRECAST 420 834 1253 1011 1342 1614 1886 311 bib 928 1491 2119 2616 3595 2815 �+ LINTEL NO, LENGTH UPLIFT COMMENTS L 1 ATERA tYPE 6-1T W10 -IT OW14-IT ONWIT eFcF22-1t ?6-rr ewDo-1 L 2 aRF 6-2T 9W O-2 SRFI4-2t 8WIS-2T 9RF22-2 SW26-2 30-2 LENGTH SFIb-05/1T L 4 1244 1513 2413 8260 4112 4967 5825 L & 4'-6" 4'-4' (52") PRECAST 1244 11519 ?399 3170 4006 4850 563& 2 932 L 9 1192 1501 2311 $121 3931 4156 5571 L 11 4'-6' 4'-6' (54') PRECAST k 0 353 853 z U 1192 1455 2240 3036 3831 4643 5453 (p 1112 1195 2423 3055 3689 43?5 5'-S' ((08") PRECASTRW4v 1132 1141 2351 2978 3603 4230 501 501 1138 1742 2352 2965 3561 4198 S'-10' (1(A') PRECAST 1099 1690 228& ?891 3491 4106469 465 aB2 1513 2042 2573 3101 3642 830 1100 116 95& 1466 1901 2509 3035 3563 688 &91 1325 1810 22980 2153 3221 110 941 688 849 1302 1162 2225 269x2+ 3151 (90")PRECAST 9'-8' (116^') PRECAST 533• 433 808 1123 1413 1 1704 1395 15115 614 533 521 1 1009 I131591 1123 1 2088 1 2450 4PATme.^fft LINTEL SCHEDULE LINTEL NO, LENGTH TYPE= COMMENTS L 1 1i'-4` 8F28-11:3/17 W L 2 4'-bl 8'RF22-05/1T RECE55E1) L 3 41-6' SFIb-05/1T L 4 4'-h" 8F1b-0B/IT L 5 4'-6' 8FI6-05/1T W 5to L & 4'-6" BEND-0B/IT L -1 4'-6' BFIb-05/1T L S 1'-611 81=8-IB/1T L 9 4'-6" BFI(6-05/7 L 10 SFIb -05/IT L 11 4'-6' SFI( -05AT k R C H I T E C T 4Design Grou p Inc. . N. RONALD REAGAN E LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 fww.a bdesigngrou p.con AA #: 0003325 N W cs`) } W 5to } k 0 q z U sY h (p 4[1 (P cn N SUI DIV. & ZOT: TUSCA SOUTH LOT #2019 PROJECT# 2108.009 MODEL: "2720" GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (CAST -CRETE) ARCHITECT, STATE OF FLORIDA AR N061W2_079 PRINT DATE: 11 /10/11 SCALE: 1/4"=1'-0" WEE'<1�00 i UJ 74 CONCRETE FRODUCTS, INC. P.O. 5OX 2113 ZELLWOOD, FL 321°38 (401) MIP-2rpn 1-500-654-5139 FAX 401-556-01'55 110 1w E L INTEL No, LENGTH TYPE COMMENTS L-1 17'-4" 8/28 -S -ILIAL ii•Jirr it rinJRarr id rJirw t.,il�iJifrrlr rJ�rrlir riiJ L-2 4'-8' 8/22-S-IU/0L RECESSED L-3 414o' 8/16-S-1U/0L �'l7�r1>♦�7 L-4 4'-6' 8/16-S-1U/0L wrT�� rrL '■�Itx•1�>•� �9L: �tribi r .nJ��r rr r o� .l��irr I%Jir:r:�l1r•rrl Jerl r�� L-5 4'-6" 8/16-S-1U/0L .. L-6 4'-6" 8/16-S-1U/0L wow6 wMw L --i 4'-6' 8/16-5-1U/0L 'J•��S .Sly rr �c7rrl'lo>!'7rri.��l1♦�►3rt'1•�['� L-8 'I'-0 8/8-S-IUAL ��1�'�rYJ=Ya��'YiC:-�i'I L -S 4'-6" 8116-S-1U/0L 6103 L-10 4'-6' 8/16-S-1U/0L l-�!'J•Yai �'�{�-� .tip �1:'v}..1♦�"��T I�1.��-�-Tiq� L-11 4'-6" 8/16-S-1U/0L �� 25 -SH 25-5H WEKIWA LINTEL 8" LINTEL UPLIFT N.R - Not Recommenderd 12" LINTEL GRAVITY LINTEL SAFE LATERAL LOADS IPLF) Lart� r�ra-�n>•r w-alawymm U -]'0n�l7r.L�Ju-Il3Lll� IlL'1 F-7/711 � Total Length �rrfufii.-riJ�rrrL ii•Jirr it rinJRarr id rJirw t.,il�iJifrrlr rJ�rrlir riiJ � i:�Lii= ��rirlo S�Rar• ra�lirr rI �irr. ,l��irrl� rl�rl %J >rvJirri.,i!nlriJRarri r of�riivivjiiliPilooi,NErn"1'L"A rr �0wlEl' �xtl .NW__�i_J■�ir NK- Ll"0 � E �i(r rrr r1ir, > rli�ir lr / •J�Plr r •'•1raRar J��ir '�rir�IRarrsr r ��r..rr..� ��Ra'rrnrTst•�1.Ty��1. �'l7�r1>♦�7 ra��r.•..,r,.�Rarryr, ,��r�rJr_•rJ 3-: 7ir��r l J r r <� r v rr n irrlr r Jar 1� ��v1i�-=,Sir loom 0000 wrT�� rrL '■�Itx•1�>•� �9L: �tribi r .nJ��r rr r o� .l��irr I%Jir:r:�l1r•rrl Jerl r�� ®®I"1[iii�lll•��..��.r��,��1-� il='Jii�}.. ri t�S1-'mss r^1�4� x��r�Lsi�ir•olr.,liGY ifi��rnlry •l�(•iir rn� .. ��(•�a+t_cs.'�I3.r�.r �r�•',:a�.raw�Rs-�a;vras.rt�a�r,.�,r.rlrJ�r.rr s•�-ram tiw•�a�-s r 791st ys>• .,,i�r•r., w-..� 100" 10000 wow6 wMw 4'-0' ��at.+'t'�L!'�1♦�1�J7��iM'1']cf'!�-�'LrYa�Fl iriilzya 'J•��S .Sly rr �c7rrl'lo>!'7rri.��l1♦�►3rt'1•�['� 6'1'13 10"0 �f.';L'R�aF.ti1.��L:t7�SY3:Y��^f r-xsi• Riwrt7�1<-11• ��1�'�rYJ=Ya��'YiC:-�i'I precast �rY��cxrf<'��i •-�� 6103 I�i� r7'..J♦�IriSf=�Ri7.7-'J��GirxSRa� �� ®� �f'��-��11�Yl=ti�[]1,:�Rat%--viRix -yr l-�!'J•Yai �'�{�-� .tip �1:'v}..1♦�"��T I�1.��-�-Tiq� ��Rai :!ice=77i��J♦�1:Y.{l;��l ��ilL:l�i'�r',S".l-J•�'Y��:.� r]��'dr1jL! r�CirYt--f mac]' T'Y� �`�i":� �� .ri irol%77 b� �.[irii- �laii.LlR��3a1.T:7�'��i• .. �!'•1u��::y-.>��=sr��lL:•��lr.�,Stwz !Z]��1 ;art:Li�>r xat_f✓yu��L=Yi��'rur�lrtP��1Mr�� 1239 ®x'4'1 e� �1'�era-fr �. � r ee� �'tE Sa �..v;:� � r �rYa �5� �L71j• r-'>•�Yl'::��1♦�I.:!Er��LS-1F.1•�ll+l�� 1 MIR �s�•rL�s-z`-��lEs�sa�_r,.Ls�'•�Yalz� 6'-10" precast 1044 2489 220b ��aF��GT7��-1F��=T2��7w7•�P7�l�ilw>r ��.1rTiiYi� �C��Yi-��!��F31->•�I-!=lei 1� -v��rLi �r�I=�ir]E-)•�C�rl•�E-1N��'Flll• I��I•S ", --W ��GI-]e�_i%>■ r", --W ��T:.?♦i17'.Sia� �� N.R - Not Recommenderd 12" LINTEL GRAVITY NA -Not Rlepommended 8"" LATERAL TABLE LINTEL SAFE LATERAL LOADS IPLF) Lart� Type SAFE GRAVITY LOADS Total Length TSPe 12' 12'8-6-0L 124-6-ar. I2A6-6-OL 2/210-6.OL Plain 12'8.6-iL 12A2 -6-L 17/16 -9 -IL 12120.6 -IL N -ay' precast 14210 024 loom 0000 10000 VOW Ww1 3'-6' F°Mecast 3204 *41 125 t404 loom 100" 10000 wow6 wMw 4'-0' Precast 2242 3993 ON4 6'1'13 10"0 9869 1 1222P-- wow wow3006 4'-b' precast 1122 3421 6103 203 100" %404 wow, 4-8' precast 430 21" 8'-0' 6601310 410 1998 10000 Ww t pr at 1239 20 bt 1 MIR 03612 10000 6'-10" precast 1044 2489 220b 4423 442.1� 6314 8969 550 Precast 614 200 3111ft *Nb 5416 1025103 249 Forecast ' 1621 2 01 M 12bo 692 4 T1290 210 T-8' Precast 690 T70 211111 4463 dip"I1 6'-0' precast ' Prostrosied 15 wro 100140 629 i�6 4115 L°0 6'-4' Precast estrosew IM 2 3M up 4546 693 1299 2398 9823 6146 9'-4' precast 906 11" 124 poll 2011 1W 46115 461 00'•6' Precast 4131 6010 16" 2611 MW 430 wi Won 2611 8'-0' PRECAST Precast 368 A14 06 1 4 Z14 231t Olt 3210 9 q'641 -0' precast 360 801 1999 2121 221 2W4 2 12'-6' Precast 341 160 wo LVO 2 002 2002 21% 9% 131•4` Precast 314 124 IN" IM2 2 021 H'-0' Precast 3 69 124 1 I 16es 1346bod,I 29$ r'12EGA3T i4-8' Precast 299 i 1 bis 3 2%62 201 �S 5'-4' precast 262 442 PRECAST 4494 514 M.4- precast 1964 249 862 1262 1699Illb 216 12'-0' NA -Not Rlepommended 8"" LATERAL TABLE LINTEL REINFORCEMENT SCHEDULE i i•r""•LINTEL LENGTH i:i•1191:•ii:9i: •.:...............................•RpNFORCENENT:++• :• ................... •ii:ii: ;;; BNCH:.:• ).;•:t: 12 NCN:.;::;:•:;•:•::;"WRENF ENT:i•;:i•;:?:i;•:??"B" FORETIENTct•>::i•ii• 2'-10" 5'.0 T-ur Ste' E . T� juIr To W-91 Q14 NONE TO 017W TQ- aft NONE " To 14-51 To 15'-4' 2 TMCPRESTRESSED e REFER TOLWELSECT10NFOR WIFOKOEM10ILU ;11MI 899 l_.INTFL GRAVITY LINTEL LINTEL SAFE LATERAL LOADS IPLF) Lart� Type ggyyp� PLAM FILLED ICU et 1900 3650 $'-6' Precast t900 2550 N -ay' t 1010 2100 4'-6" t 900 1150 4.8' t no 1600 V-4' t 110 1400 5'-10' t 625 1200 W-6` t uPrgobtluo 540 1050 T-6' t 440 890 T.S. t 430 aw 8'-0' t 410 020 8'-4' t 590 190 '-4' bt 10f000 10000 ' Frecabt 3w 1 6w 111-4' precast 215 550 121-0' Precast 2% 510 12'-6' ftmet 249 490 ' Precast 270 M ' Precast 210 10000 14.6' Prebtresaed T70 390 PRECAST Fro6tra"d 165 310 ' Prostrosied 145 wro 100140 Prestreisesd L°0 200 ' estrosew Yt0 250 2942 4546 6461 23rp aa' -0' Fre6tre66ed225 10000 1'-9' 24'-0' 544 la15 154la N.R =Nat Recommended 4131 6010 LINTEL REINFORCEMENT SCHEDULE i i•r""•LINTEL LENGTH i:i•1191:•ii:9i: •.:...............................•RpNFORCENENT:++• :• ................... •ii:ii: ;;; BNCH:.:• ).;•:t: 12 NCN:.;::;:•:;•:•::;"WRENF ENT:i•;:i•;:?:i;•:??"B" FORETIENTct•>::i•ii• 2'-10" 5'.0 T-ur Ste' E . T� juIr To W-91 Q14 NONE TO 017W TQ- aft NONE " To 14-51 To 15'-4' 2 TMCPRESTRESSED e REFER TOLWELSECT10NFOR WIFOKOEM10ILU ;11MI 899 l_.INTFL GRAVITY LINTEL SAFE LATERAL LOADS IPLF) TaU��pp l.eng 111 SAFE GRAVITY LOADS (PI -F) W PL ORD 8' FILLED TOTAL LENCaT 2'-10' T1 PE PRECAST PLAIN 602'1 8/12 -6 -OL 8/16 -8 -OL 0/20 -6 -01 -8/24 -5 -OL /2B-8-0 S/82 -g -FAL. 9/5-8-iL 9/12-9-1L B/16 -8-1L 8/20 -8 -IL 5/24 -6 -IL 8/28-6-1L 9/92-8-iL 10000 0000 000 10000 0000 0000 8491 10000 109)VO 10000 10000 10000 10000 3'-b" PRECAST 2603 4011 %339 10000 10000 10000 10000 10000 4011 10000 10000 10000 10000 10000 10000 4'-0' PRECAST IB21 2`321 6133 9515 10000 10000 10000 10000 2621 1553 10000 10000 10000 10000 10000 9'-0' PRECAST 139E 2214 5015 ills %294 10000 10000 10000 2214 5412 10000 10000 10000 10000 10000 4'-B" PRECAST 129& 2111 4660 6558 5520 10f000 10000 10000 2111 4 10000 10000 10000 10000 10000 5'-4" PRECAST 1006 1651 3405 4623 6239 1658 9011 10000 1651 3556 6431 10000 10000 10000 10000 5'-10" PRECAST B46 1461 3001 5111 5x58 10000 10000 10020 1461 3001 5111 a5B8 10000 10000 10000 b'-6' PRECAST 110 1232 2440 3934 6250 8559 10000 100140 1232 2440 '•934 6250 10000 10000 10000 1-6' PRECAST 562 1001 Is15 2942 4546 6461 10000 10000 1001 1918 2942 4346 6461 10000 10000 1'-9' PRECAST 544 la15 154la 251la 4131 6010 9245 10000 915 154% 281la 4131 6010 9245 10000 8'-0' PRECAST 511 1316 1124 2602 3151 5030 1958 10000 Sib 1124 2b02 3751 5405 1955 10000 8'-4' PRECAST 452 84.4 1615 2415 3444 48bb 6953 10000 564 1615 2415 3444 4810 6993 10000 9'-4' PRECAST 411 1 136 991 2 6B 3 69 124 06 141 1961 1991 2165 3169 5124 1061 10'-6' r'12EGA3T 349 b3b 1145 1649 2231 2%62 3553 5034 b3b 1149 1649 2231 2962 3593 5094 Il' -4' PRECAST gl5 514 102E 1465 1964 2566 3305 4239 D14 1025 14&65 1964 2566 3305 4239 12'-0' PRECAST 292 5 3 950 1343 115 2316 2951 3134 533 950 1343 1199 2316 2951 3134 12'-6' DICAST 211 505 BSB 1264 1616 2151 2130 3426 505 595 1264 1616 2151 2130 3420+ 13'-4" PRECAST 255 464 622 1151 1515 1935 2425 3010 464 522 1151 1515 M35 2425 3010 14'-0' PRECAST 239 436 lila 1013 140,6 1156 2225 2141 436 169 1013 1406 1156 2225 2141 14'-5' F"'RE3TRE681=1� N.R.N.R. N.R. N.R_ N.R. N.R. N.R. N.R. 450 511 1234 1421 1119 2155 2662 15'-4' PRESTRESSED N.R. N N.R. N.R. N.R.16 ®��FL•1• 2 454 lbs 1160 1331 1660 2082 2N.R. 2459 11'-4' PRESTRESSED N.R X.R. N.R. N.R. N.R. N.R. N.R. N.R. gala 652 952 1111 131% 1611 1991 19'-4' PRESTRESSED N.R N.R. N.R. N.R. N.R. N.R. N.R. N.R. 339 561 Bola 9b0 1111 1415 I61b 20'-0 PRESTRESSED N.R. N.R.N.R.N N. N.R. N N.R. 325 543 912 ell 1122 1345 15 21'-4' PRESTRESSED N.R. N.R. N.R. N.R� N.R. hM NR. N.R. 295 500 146 840 10 4 1224 1441 22'-0' N.R. N N.R.N.R. N. N.R. N.R. N.R. 261 401 11l 806 SBI 1316 24'-0" IPRESTRESSED PRESTRESSED N.R. N.R.203 R.N.R. R. —NR. R.' R. R. N.R. - Nr?t R9GOblmenvvn N.R • Not R000smended 8"" RECESS DOOR HEADER I ATFRAI TARLE RECE55 DOOR HEADER SAFE LATERAL LOADS IPLF) TaU��pp l.eng 111 Ve W PL ORD 8' FILLED N.S. Precast 590 TI15 ® Precast 920 2860 4'- Precast W 2bw 4'-4' Precast 165 1390 4-8' Freca6t 419 1240 5'-0' Precast 320 950 6'-8' Precast 290 160 1'-6' Precast 200 640 9'-0' Precast 160 490 1690 1'-0' Protest 600 1600 6.0 Precast g �� L'EG�LIP�T 14'A ' f:E%TwB 1530 . 8'-4' Precast 120 1450 9'-4' Precast 640 v7'. L7 7 all w 10 1117,777,711111111111 NERT77MIIIIIIIIIIIIII77 Phicait 560 1110 Precast 810 1000 12'-0' Pracaet 400 %0 7.6' Nor - 460 7 7w 111111111111111117, Precast 430 850 14'-0' FwAst 400 000 14-W Precast 380 160 OEM 711� precast 350 130 ' Precast 320 630 N.R.. Not Recomsbnded 'A' BARS (MAIN REINFaim.) Q L DATE:11/10/11 r �r� ®�IYmiiii�Lz31•!'1��*+tia!*�>•�'•1�ii .=kp tL SEE SCHEDULE03 'B" RAti6 - SEE SCHEDULE 1' rPLAiN OR SOLID LINTEL I BCA =-. 1/4""-1'-0 1 I O •��-'EEF7" � � r1♦ 1♦ SHEET C� � b 4 , 4 11 /1� —F- U/*'L) I1 { LNp. IN UPPER TIONAL �CAV IDS' iT;� X7[1• ��>• �'� �IT.� �i>• � LOIWEI@ LINTEL CAVITY rA Q Irst STT>•�2!•:>•�1051•�77'•�?>•1/771111111111111 U sl% iR'.� O �_T7� �Y7>• flail• X411• �.;• �� tP E"i1•fil'_>• fir?f1L!T�00iii�'3 4 � m !lNjff i��751•�L' i• ®��FL•1• Misl��i111♦��iTTI♦�71ii1♦�''♦ u��:T1,��r��i N.R • Not R000smended 8"" RECESS DOOR HEADER I ATFRAI TARLE RECE55 DOOR HEADER SAFE LATERAL LOADS IPLF) TaU��pp l.eng 111 Ve W PL ORD 8' FILLED N.S. Precast 590 TI15 ® Precast 920 2860 4'- Precast W 2bw 4'-4' Precast 165 1390 4-8' Freca6t 419 1240 5'-0' Precast 320 950 6'-8' Precast 290 160 1'-6' Precast 200 640 9'-0' Precast 160 490 12'" RECESS DOOR HEADER I ATFRAI TARI F RECE55 DOOR DEADER SAFE LATERAL LOADS (PLF) Log►h Ve 12'FLAW 12' 1�CED 3'-8' Procrit 2025 3210 4'.1D' WA at Precast 2860 4'_ ' steel 1650 2bw 4'-4' Precast 1,15 2540 4-8' Precast 1420 2290 5'-B' precaIt ww 20 2590 Precast 815 1425 2250 wait 130 1190 1950) Precast 550 '900 19" LATERAL TABLE r! --R C H I T E C T$ 1441 N. RONALD REAGAN JBLVD.LONGWOOD, FL 3275PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.co AA #: 0003325 H LINTEL SAFE LATERAL LOADS (PLF) Lert,�t° 3000 PSI GONG. FILL (CONCRETE PLACED IN FIELD) :: FOAM FILLIP 2'-l0' st 3500 6900 3'-6' Precast 2400 4718 4'-0' pwast 1990 3890 4'-b' PrecaAt 1650 3450 cv Frecaet bw 3200 y Precast 20 2590 OPTIONAL s5T Precast 1160 2250 6'-6' Precast Yd00 1950) 1'-6' precast 820 1690 1'-0' Protest 600 1600 6.0 Precast g �� L'EG�LIP�T 14'A ' f:E%TwB 1530 . 8'-4' Precast 120 1450 9'-4' Precast 640 1210 Phicait 560 1110 Precast 810 1000 12'-0' Pracaet 400 %0 7.6' FWA6t 460 910 ' Precast 430 850 14'-0' FwAst 400 000 14-W Precast 380 160 V-4' precast 350 130 ' Precast 320 630 N.R.. Not Recomsbnded 'A' BARS (MAIN REINFaim.) Q r! --R C H I T E C T$ 1441 N. RONALD REAGAN JBLVD.LONGWOOD, FL 3275PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.co AA #: 0003325 H '1) 03 CONTINUOUS 1) s5 CONTINUOUS 3000 PSI GONG. FILL (CONCRETE PLACED IN FIELD) gg pp8II GONC FILL (G CIRE7EE PLACED IN FIELD) -TOP LEG BARS: 1132'4 �yAR �p�H 14'-0' LE-NGTHB 1 TOP LEG BARS: CfO' LECs uF' TD LECs uP TP LENGTHS -1132' STIRRUPS ,v 4'-0' C/C - TYPICAL LINTEL 811X8" RECESSED SECTION s8 #6 CONTINUOUS (1) s5 CONTINUOUS I(1) -ial 1 d (OPTIONAL) ,1�� r 'A' BARS (MAIN REINF.) A M �N S E(>?ULE RE INF.) SEE SCHEDULE cv -'B" EARS - SEE SCHEDULE 1/32' STIRRUPS At 4'-V' cc y r! --R C H I T E C T$ 1441 N. RONALD REAGAN JBLVD.LONGWOOD, FL 3275PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.co AA #: 0003325 H � rte' (1)"SCONTINUOUS TYPICAL LINTEL 8"X811 SECTION TYPICAL LINTEL 811X8" RECESSED SECTION 3 b'Xl&' KgNOCKOU�LTLBLOCK OPTIONAL s5T • 4 • lCONGIa?6 pLACEIa IN FIELD) � TOP LppE+G,qq AppRyyS: O JAANTWELL .,*.; /H I1I10 g �� L'EG�LIP�T 14'A ' f:E%TwB R 12079 V UlQ T�4''L f'OPTIONAi Hu0u6 F— 1/32" STIRRUPS 0 4'-¢)" C/G TYPE i E51GNATION �I -19 m� - -tow _; :;:•..3. : • � PRINT W 1/32'STIRRUPS AT 4'-10' GG � Lf� 'A' BARS (MAIN REINFaim.) Q L DATE:11/10/11 r =Kv n 'A' BARS (MAIN REINF.) SEE SCHEDULE .=kp tL SEE SCHEDULE03 'B" RAti6 - SEE SCHEDULE 1' rPLAiN OR SOLID LINTEL I BCA =-. 1/4""-1'-0 1 I O fl SHEET C� � b 4 , 4 11 /1� —F- U/*'L) I1 { LNp. IN UPPER TIONAL �CAV IDS' E L SECTION TYPICAL COMPOSITE LINT T TYPICAL LINTEL " 11 12 x$ SECTION � LOIWEI@ LINTEL CAVITY rA Q q U sl% tP 4 � m SII"" . a� LOT: TUSCA SOUTH LOT #2019 PRCtJECT# �108. ooh UdDIC� 22272029 GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE (WEKIWA) ARCHITECT-,. STATE OF FLORIDA J. J, rte' (1)"SCONTINUOUS TYPICAL LINTEL 8"X811 SECTION TYPICAL LINTEL 811X8" RECESSED SECTION 3 b'Xl&' KgNOCKOU�LTLBLOCK OPTIONAL s5T • 4 • lCONGIa?6 pLACEIa IN FIELD) TOP LppE+G,qq AppRyyS: JAANTWELL .,*.; /H I1I10 g �� L'EG�LIP�T 14'A ' f:E%TwB R 12079 UlQ T�4''L f'OPTIONAi Hu0u6 1/32" STIRRUPS 0 4'-¢)" C/G TYPE i E51GNATION -19 m� - -tow _; :;:•..3. : • PTICNAL see PRINT —Itp 1/32'STIRRUPS AT 4'-10' GG Lf� 'A' BARS (MAIN REINFaim.) 1JOMINAL WiDTH/HEICaNT OP LINTEL DATE:11/10/11 r =Kv n 'A' BARS (MAIN REINF.) SEE SCHEDULE .=kp tL SEE SCHEDULE03 'B" RAti6 - SEE SCHEDULE 1' rPLAiN OR SOLID LINTEL I BCA =-. 1/4""-1'-0 1 I fl SHEET 4 , 4 11 /1� —F- U/*'L) I1 { LNp. IN UPPER TIONAL �CAV IDS' E L SECTION TYPICAL COMPOSITE LINT T TYPICAL LINTEL " 11 12 x$ SECTION � LOIWEI@ LINTEL CAVITY 18 1fi 15 17 3050 -SH 3050-5H 3050 -SH EGRESS 3050 -SH EGRESS EGRESS C 1111111) miall, 511- all 0 all" WIND Lu""AD u'--`ALu`ULATIuf-"NS 12111''lirl COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SOUARE FOOTAGE WINDOW SIZE AND TYPE ZONE 120 MPH WIND REMARKS 1 112 161-0 x I'-0 GARAGE DR. 5 21.8/ -24.8 2 20 3068 DR 4 24.7/ -2&.9 3 Irt 25 -SH 4 25.1/ -21.3 4 25-5H 5 25.1/ -33.3 5 4 25.1/ -21.3 (o 11 25-5H 4 25.1/ -213 7 10 23 -SH 4 25.9/ -28.1 a 485.1G x alD.-01 4 23.3/-25.5 1� 25 -SH 4 25.1/ -21.3 10 17 25 -SH 5 25.1/ -33.3 11 4 25.1/ -27.3 12 l o 3050 -SH 5 25.2/ -33.3 13 Ih 3050 -SH 4 25.2/ -21.4 14 9 2340 SH 5 25.9/ -341 15 1( 3050 -SH 5 25.2/ -33.3 16 1& 3050-5H 4 25.2/ -21.4 11 I(o 3050-5H 4 25.2/ -21.4 18 16 3050 -SH 5 25.2/ -33.3 19 1& 3050-5H 425.2/ -21.4 :�AL.CUL-ATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA BUILDING CODE, 2001 ALLOWS THE PRESSURES TO 5E AVERAGED WHEN THE OPENING 15 PARTIALLY LOCATED IN DOTH ZONE 4 AND ZONE 5 WIND PRESSURES ARE BASED ON WIND SPEED=120MPH (3 SECOND GUST) IMPORTANCE 1=ACTOR =1.0 E>CPOSURE GATEGORY m 5 MEAN ROOI= HEIGHT=LESS THAN 30 FT. 1=0R AN ENCLOSED BUILDING Ih'-0" 2'-411 111-411 lz21-411 p=+1. p +21.8 / -2.55 ZONE 4 p = +21.5 / -24.0 A R C H I T E C TS Design +�rou p inn. .41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 sul3DIv. & LAT: TUS C A SOUTH LOT #2010 PROJECT# 2105.000 moDEu- P)2720" GARAGE SWING: LEFT PAGE: WIND LO AIS CALCULATIONS ARCHITECT - STATE OF FLORIDA PRINT DATE: 11/10/11 13CALE: 1/4"=1'-0" SHEET 1 C oir2� 2 'vr:M Efoo = INIIIIIIIIIIIII10 - - - = zzlzz e PATIOit I I` l HB ISI DINING' a5 -5H 25 -SH 6050 S.C.D. 23-5H IQI m ROOM ISI s' -s" CLG. ,JIM 1111111 11111011 Izl z all I I I �' 10'-6" 1 I ' d I I ho KITCHEN FAMILY S _ 8 �L� � I NOOK I I I I -- HEADER 6 -1=g" ROOM =;CLG. _� I N 8'-5" GLG. Iz m - IW 5 �II p z Ia 11 1 H'EADFER $rio 4" -'-Im-4" 8" DEN LIVIN G -0 / HEADER L.F3.W.— ' _ B.F. ROOM – – – I I lal 5'-5' CLG. IzI 'lei5F. ice! 3 - SH � REF. — J MT oo _77 DINING z 2" STEEL PIPE _� ROOM lb 25 -SH 25-54-4 II BOLLARD co 8'-8" CLG. CIA I I i �, -4 51-411 � GOND. �0 �� 9 3 rr — � N �� ,`� II— � 1--o 17'-(0" I --------- PWDR I I z OPTIONAL DEN I – – – – – – –_ b xb P.T. -- POST I I i I COVERED PATIO} 14'-0"XI2'-0" S' -S" CLG. i `;COVERED PATIO NOBS_ -DENS ARMOR AT BATHROOMS. -PREFAB SHOWERS/TUBS TO 133E SET IN TYPE 2 FOAM. =y ___� L -_: I - MODEL SPECIFICATIONS GARAGE DRYWALL TO 5E TAPED, UNPAINTED, UNFINSHED WINDOW SILLS TO BE OPTIONAL MA5TER AND SECONDARY BATH TO RECEIVE 36" MIRROR VANITY MIRRORS TO BE RAISED OFF 5ACKSPLA5H ALI- DOORS ARE Gam' -8" HIGH UNLESS NOTED OTHERWISE. ALL TUB FIXTURES TO BE WALL MOUNTED EXTERIOR MASONRY WALL 5RG. HEIGHTS S' - S" 5RG, L.B.W. N I0-1/2" 2.. A A71 TE ELEC. OUTLET PER ELEC. CODE 8"DD 121411 D E T�A IL LU in DINING IN z IWm ROOM I 8'-a" CLG. 42" LOUD WALL II — D0 1R -15H �.. - 4065 CIA �►CL DEN / BRDM #5 8'-8" CLG. 11 EWELL POST OPTIONAL ,STAIR L9YOUT rA R C H IT E C TS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774607$ FAX: 407-774-4078 www.abdesigngroup.com AA #: 00033251211 In sUBDIV. Be LC►T; TUSCA SOUTH LOT #2019 PROJECT# 2108.009 MODEL: "2'720„ GAILAGE SWING: LEFT PAGE: FIRST FLOOR PLAN ARCHITECT: STATE OF FLORIDA NO 12079 DAA; 11/10/11 SCALE: 1/4"=1'-0" SHEET 2 o� SQ. FT. CALC.'S LIVING (15T.) LIVING (2ND.) 1,114 1,546 5Q. 1=T. SQ. FT. TOTAL LIVINGa,72O ENTRY 14RAGE 51 426 SQ. FT. SQ. FT. SQ. FT. TOTAL 3203 50. FT. PATIO PT. COV. PATIO 35 165 50. FT_ 50. FT. MODEL SPECIFICATIONS GARAGE DRYWALL TO 5E TAPED, UNPAINTED, UNFINSHED WINDOW SILLS TO BE OPTIONAL MA5TER AND SECONDARY BATH TO RECEIVE 36" MIRROR VANITY MIRRORS TO BE RAISED OFF 5ACKSPLA5H ALI- DOORS ARE Gam' -8" HIGH UNLESS NOTED OTHERWISE. ALL TUB FIXTURES TO BE WALL MOUNTED EXTERIOR MASONRY WALL 5RG. HEIGHTS S' - S" 5RG, L.B.W. N I0-1/2" 2.. A A71 TE ELEC. OUTLET PER ELEC. CODE 8"DD 121411 D E T�A IL LU in DINING IN z IWm ROOM I 8'-a" CLG. 42" LOUD WALL II — D0 1R -15H �.. - 4065 CIA �►CL DEN / BRDM #5 8'-8" CLG. 11 EWELL POST OPTIONAL ,STAIR L9YOUT rA R C H IT E C TS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774607$ FAX: 407-774-4078 www.abdesigngroup.com AA #: 00033251211 In sUBDIV. Be LC►T; TUSCA SOUTH LOT #2019 PROJECT# 2108.009 MODEL: "2'720„ GAILAGE SWING: LEFT PAGE: FIRST FLOOR PLAN ARCHITECT: STATE OF FLORIDA NO 12079 DAA; 11/10/11 SCALE: 1/4"=1'-0" SHEET 2 o� N z 42" LOW WALL NEWELL POST OPTIONAL (1,STAIR LAYOUT 2'-4" 14'-6" -T r 3f�5O-SH 3O5�-S�4 3050-1d NOTES" -[)ENS AR1" 1OR AT 5,4TPROOM6. -PREF,45 8NDWER6/TU356 TO BE SET IN TYPE 2 FOAM. WIN 1101 i��' "Jo L 6 OWNER'S SUITE J STAIR DETAIL W� A R C H IT E C T S Design Group ins. 1441 N. RONALD REAGAN E LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774,4078 www.a bdesigngrou p.cor AA #: 0003325 "• U/-3-SH Z N w [-I -- I D d o Wc.OWNER'S Ila WALd BATH r -71. ��. 1 `�a5� 1-7111. C. W. 1. C � Low —a' --O" C, -LG. ;�PT. OWNER 9S ]BATH 6 OWNER'S SUITE J STAIR DETAIL W� A R C H IT E C T S Design Group ins. 1441 N. RONALD REAGAN E LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774,4078 www.a bdesigngrou p.cor AA #: 0003325 "• Z N w tu O D d o z Low F rv. acLR]T: USCA OUTH 2a10 CT# 08.00) MODMU 2720" GARAGE OWING: LEFT PAGE: SECOND FLOOR FLAN ARCHITECT NATE OF FLORIDA JAMESS � O 1 79 LL pL1ATE: 11/10/11 SCALE: 1/4"=1'-0" T __ AREA OF ATTIC = 16&1 50. FT. NET FREEE VENTILATION = 1/300 AREA REQUIRED REQUIRED VENTILATION AREA =1661/300 = 6.3 SQ. FT. (o.3 SCS. FT. X 144 = 901.2 SQ, IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5 X 9O'1.2 = 453fo (SALANCE TO 5E PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT TOTAL OF VENTS REQUIRED = (4) TOTAL * OF VENTS PROVIDED = (4) 411 411 1 LOUVER DETAIL SCALE: 1/2"=1'-0" ,OPT. CO.V..P.A T1 �O i I I 5'-8" PRG. HGT. I FIN- FLS- $UILDING HEIGHT 2(o"-9" 18'-0 3/4" 2ND ELF. r/ - ilp"► �■ , 1 0'-0" FIN. FLR. 1 d 12101" 0101 TEXTURED FINISH OFF RIDGE VENT i01 REAR ELEVATION TEXTURED FINISH 12"X16" RAISED LOUVER lqLs -o ►� ► . r�r 24"X&O" APPLIED 5HUTTERS RAISED BANDS o -w w'16 d410'-0 3/4" 2ND FIN. FLR. Nk.i0'-0" FIN. FLR, A R C H IT E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 h I ,OPT. CO.V..P.A T1 �O i I I 5'-8" PRG. HGT. I FIN- FLS- $UILDING HEIGHT 2(o"-9" 18'-0 3/4" 2ND ELF. r/ - ilp"► �■ , 1 0'-0" FIN. FLR. 1 d 12101" 0101 TEXTURED FINISH OFF RIDGE VENT i01 REAR ELEVATION TEXTURED FINISH 12"X16" RAISED LOUVER lqLs -o ►� ► . r�r 24"X&O" APPLIED 5HUTTERS RAISED BANDS o -w w'16 d410'-0 3/4" 2ND FIN. FLR. Nk.i0'-0" FIN. FLR, A R C H IT E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 h w W w � > d O C/y � z O U W (P A � rn ti Fri V DIDIVi Be TUSCA SOUTH LOT #2019 PROJECT# 2108.009 HO►DEL- )) 2720 GAFCAGE SWING: LEFT PAGE: FRONT AND REAR ELEVATIONS ) � A" ARCHITECT STATE OF FLORIDA DAtz: 11/10/11 SCALE: 1/4%1=11-000 SHEET 4 A aFP 16'-0 3/4" 2ND FLR. BRC._ _ �!' Fel ' ► M► � � .� _ r R,415ED 5AND5 Q' -C" FIN. F LEFT EL]EVA'PION TEXTURED FIN16H RA15ED 5AND5 RIGHT E TEXTURED FIN15H ---J4 6'-$" 5RG. — — T HGT. ,�oPT.�C 0 V�. PaTio LEFT SIMILAR 0'-0" FIN. FLR. A R C H I T E C T S .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 SUDDIV. & LaTr TUSCA SOUTH LOT #2019 PR©JECT# 2108.009 MODICI.A. "2720" GARAGE SWING: LEFT PAG IC: LEFT & RICaHT ELEVATIONS A,9 ARCHITECT STATE OF FLORIDA DATZ: 11/10/11 scAI : 1 /4" -1, _ 0" SHEET 5 A aF�� N V lu W Q � Ccs S� O z � O A U C W m 4 � x!1 SUDDIV. & LaTr TUSCA SOUTH LOT #2019 PR©JECT# 2108.009 MODICI.A. "2720" GARAGE SWING: LEFT PAG IC: LEFT & RICaHT ELEVATIONS A,9 ARCHITECT STATE OF FLORIDA DATZ: 11/10/11 scAI : 1 /4" -1, _ 0" SHEET 5 A aF�� HEADER SPAN CHART UP TO CONNECTOR SCHEDULE SINGLE SIMPSON SIZE 1'-11 I/2" DES. UPLIFT GRAVITY FASTNER r META -16 1450 (1) 10d x 1 1/2 I -IDLY/ (6) Ihd 2 -PLY Z 0 (2) META -16 Me* Ism (10) 10d x 1 1/2 I -PLY (14) 1bd 2 -PLY Q HETA-16 1610 09) 10d x 1 1/2 1 -PLY/ (B) 16d 2 -PLY Tl HETA-20 1810 (9) 10d x 1 1/2 1 -FLY/ (B) 16d 2 -PLY SIZE (2) HETA-20 2039 (10) 10d x 1 1/2 1 -PLY DBL 2 280(A (12) 16d 2 -PLY DBL 2 MGT + 3965 (1) 518" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EML`SED), (22)10d TO WOOD DBL 2 HG -2 + 10,580 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN_ 12EMBED), (16) 10d TO WOOD DBL 2 HGT-3 + 1"30 (2) 3/4' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD LTA) 1420 (12) 10d x 1-1/.2' vGT 4940 (1) 5/6' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4- X 3- TO WOOD c� (2) VGT (2-F`LY/3-PLY) '1189/001Jra (2) 5/0' ATR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SCIS 114' X 3' TO WOOD MT5-12 1000 (14) 10d x 1 1/2 w HTS -16 1180 (16) 10d x 1 1/2 HTS -20 1450 (24) 10d x 1 1/2 LSTA-12 ++ 925 (10) lod o LSTA-18 ++ 1239 (14) IOd Ln MSTA-10 ++ 1315 (14) 10d CL M6TA-24 ++ 1640 (18) led Q d) MSTA-30 2050 (22) 10d ~ (1) MSTA-36 ++ 2050 (26) 1" MSTI-36 3800 (36) lod x 1 1/2 M5TI-46 5065 (48) 10d x 1 0 H6 350 (8) Bd TO PLATES, (8) Bd TO STUDS � SP4 885 (6) 10d x 1 1/2' TO STUDS A33 150 (4)10d TO BEAM (4) 10d TO POST. HCF2 645 (6) 10d x 1-1/I' HIO1-1/2 Al3U 44 2220 6b69 (1) 5/91' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG. (12) 16d TO WOOD t/f A8U 66 2300 12000 (1) 5/6' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN CONC., (12)16d TO WOOD Of LTT19 +++ 1340 1 (1) 3/4' A.tRI IN HIGH STRENGTH EPDXY (MIN. 1' EM5E1:>.) IN CONC., (8J10d TO WOOD TT205 +++ 1625 (1) 1/2" AT. . IN HIGH STRENGTH EPDXY, (MIN. 1' EMB > IN CONC (2) SOLT TO WOO U 3610 (1) 9/6' AT.R. IN HIGH STRENGTH EPDXY (MIN. l' EM5ED-) IN GONG. (IB)10d x l l/2' TO WOOD Z HTT4 4235 (1) 5/0' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED-) IN CONC. (18) 16d x 2 1/2' TO WOOD `Z4350 (1) 5/S' A.T.R. .R. IN HIGH STRENGTH EPDXY, (MILL 1' EMBED-) IN CONC. (26) 10d x 1 1/2' TO WOOD HTTS 4610 509.0 (1) 5/S' A.T.R. IN HIGH STRENGTH EPDXY, IMIN. 1- EMBED-) IN CONC. (26) 10d TO WOOD A.T.R.XY, (MIN. 1- EMBED-) IN CO . (26) 16d x 2 1 HHDOII-SDS 2.5+ 11,445 I) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED-) IN CONC., (24;SPS 4' x " WOOD SCREWS HPI 6480 (1)1/B" A$. IN HIGH STRENGTH EPDXY (MIN. 1" 3EMDEP.) IN CONIC. (30j, STUD BOLTS TO WOOD MBNA 3.56/11.25 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN G.M.U. TOP, (I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMI5EDMENT) IN G.M.U. FACE, (I6)10d TO BEAM LJ MBHA 550/1125 34715 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.78' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15" EMBEDMENT) IN C.M.U. FACE, (16.40d TO BEAM z UC210-3 (WOOD 1810 4000 (FLOOR) IB -1/4' x 2-3/4" TITEN ( 9 PER FLANGE) TO CMU, (10) 10d TO WOOD 3140 (ROOF) Z HUC410 (CMU) 1810 5.¢085 18-1/4' x 2-3/4' TITEN ( s PER FLANGE) TO CMU (10) 10d TO WOOD HUC 210-3 1 1810 14000 1 IB -1/4' x 2-3/4' TITEN TO CMU ( 10) 10d TO WOO HIGH STRENGTH EPDXY - SIMPSON `SET EPDXY-TIE'. CONTACT THE ARCHITECTIENGINEER 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. ++ Uad COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWA5LE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W H- +++ MINIMUM EMBEDMENT INTO THE TOP OF A 5OND5EAM WILL 5E 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL 5E 1' 0 A.T.R. a A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH ETC. VARIES) z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROvAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-2011' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HW08-R", T-ANCHORSPEC01, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-2011. HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO SINGLE STORY APPLICATION SIZE 1'-11 I/2" CLEAR SPAN DBL 2 x 6 UP TO 5'-4" DBL 2 x S 5'-4" TO -1'-0" DBL 2 x 10 7-0" TO 10'-0" DBL 2 x 12 10'-0" AND OVER TI.UO STORY AF L IGAT ION DOUN STA IRa SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-0" TO 6'-4' DBL 2 x 10 6'-4" TO 8"-0" DBL 2 x 12 8'-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0" U.N.O. 4'-11 1/2° 1'-11 I/2" ANP UP NUMBER OF HEADER STUDS - — — HII T -r-4— — FT1 5UPPORTING3 END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE 5TRAF6 TO 5E MANUFACTURED 5Y SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE &TRAPS ARE AS FOLLOWS., U.N.01. * TRU55 TO MA5ONRY/C0NCRETE SHALL 5E META -16 * FLOOR JOIST TO MASONRY/CONCRETE SHALL 5E HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO UJALL. * TRU55 TO WOOD FRAMING SHALL 5E MT5-12 3.TRU55 TO TRU55 CONNECTIONS AND HANGERS SHALL 5E DESIGNED AND SUPPLIED 5Y TRU55 MANUFACTURER. 4.REFER TO TRU56 1"' IANUFACTURER.'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. S.HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.NO ON FRAMING PLAN (o, MIN. 2X4 HI1~' CUT 5LOCKING 5ECURED U/3-106 GUN NAILS OR 3-126 HAND DRIVES Q EA. END. CUT )~'ITCH 4 5EVEL TO FIT TIGHT TO TRU55 A5 1=1ER. APA REOUIREMENT5. LL LLII LLII �II �II LLII �II �II � LL LL u u_ a II � k ,~i LL U- 1U_ II 49 II II II II II II II II II II II 2X6 8T� 7:ACK II II II II II II II II II II II II II II II II II II II x122 HDR II II II II II II II II � � FT6 _ 12 FTI PTI U - TRUSS TO (2)2X4'8 - d••(2) MTS -12 _FT1 _ M ST'U 5 To SLAB _ - — — HII T -r-4— — FT1 FTI FTI FTI — _ 11_ FTI "TRUSS TO (2)2X4 (2) MTS -12 FTI — _ -STUDS To SLAIN FTI FT1E= — — v FT4 _ FGT4 FT4A= FT4A N — FT4A— II IED FT4A II ® I FT4A II— FT4A FT&A � FGT4 FT4 — -HUC410 — — FT4 BLK COL. TO -I'-8" UJ! (2) META -lea BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED LU/2X4 BLOCKING 4'-0' O.C. (1ST 2 BAYS) 4 2X4 SYP *2 X -BRACING. REFER TO TYPICAL DETAIL 5HTS FOR BRACING REQUIREMENTS FASTEN 2X4 SYP *2 OR SPRUCE BEVEL CUT TO TRUSS TOP CHORD U/10d x 3' NAILS 0 6" O.C. NOTA STAGGERED TRUSSES MARKED UJ/AN '* " REQUIRE UJEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT O INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. DENOTE RAT RUN 61 10' O/C MAX. _ -== DENOTE: 2X6 5TRONGBAGK a 1004 MAX, �--41ANC-> E= fRe Tc� 15 E= U S E=1� (Simpaoll) or (usp) 0 HUS26 G) HU626 HHUS46 THD46 I tel'✓ T E 5 : SECURE 2ND FLOOR STUDS TO FLOOR TRUSS LU/ MSTA24 a 40' O.C. (MAX) n SECURE 2ND FLOOR STUDS TO FLOOR �J GIRDER U/ M6T12 6 32' O.G. (MAX) 2XI2 BM TO 6X6 POST I (2) Me'TA_94 SOUTHERN TRUSS 05/12/11 A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngroup.com 164 AA #: 0003325 gqm TBI'�IV. & IAT: TUSCA SOUTH LOT #2019 PROJECT# 2108.009 HOLIRL: »2720>> GARAGE SWING: LEFT PAGE: FLOOR FRAMING PLAN ELEV. >> A�, ARCHITECT STATE OF FLORIDA DATE: 11/10/11 :SCALE: 1/4)$=1p -0p$ SHEET A OFA 2 W Q c� w Lu Q o N q (3 Q d) z Z U4 A � � gqm TBI'�IV. & IAT: TUSCA SOUTH LOT #2019 PROJECT# 2108.009 HOLIRL: »2720>> GARAGE SWING: LEFT PAGE: FLOOR FRAMING PLAN ELEV. >> A�, ARCHITECT STATE OF FLORIDA DATE: 11/10/11 :SCALE: 1/4)$=1p -0p$ SHEET A OFA 2 HEADER SPAN CHART UP TO CONNECTOR SCHEDULE SING -SLE SIMPSON 51ZE 7 L .112 DES. UPLIFT GRAVITY FASTNER >- META -16 1450 (1) 10d x 1 1/2 I -PLY/ (6)16d 2 -PLY z Z l2) META -16 1885 (10) 10d x 1 1/2 I -PLY p 1800 (14) 16d 2 -PLY to 4 14ETA-16 1610 (9) 10d x 1 1/2 I -PLY/ (8) 16d 2 -PLY SIZE WETA-20 1810 (8) 10d x 1 1/2 I -PLY/ (8) 16d 2 -PLY DBL 2 (2) WETA-217 2035 2500 (10) 10d x 1 1/2 1 -PLY (12) 1601 2 -PLY D13L 2 MGT + 3%5 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN., 12' EMBED), (22) 10d TO WOOD DBL 2 HGT-2 + 10980 (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EM5ED), (16) 10d TO WOOD DBL 2 HGT-3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOL? LTAI 1420 (12) 10d x 1-12' VGT 4941E (1) 6/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMDED), (16) SDS 1/4' X 3' TO WOOD (2)1KT(2-p1.Y)3•FLY) 1165/6890 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SPS 1/4' X 3' TO W OP MTS -12 1000 (14) 10d x 1 1/2 WTS-16 1150 (16) 10d x 1 1/2 HTS -20 1450 (24) 10d x 1 1/2 LSTA-12 ++ 525 (10) loci LSTA-18 ++ 1235 (14) 10d Cn MSTA-15 ++ 1315 (14) I0d Q MSTA-24 .+ 1640 (18) 1001 0 MSTA-30 20517 (22) 10d ~ C!) MSTA-36 ++ 2050 (26) 100 MSTI-36 3800 (36) 10d x 1 1/2 MSTI-4S 5065 (48) 10d x 1 12 H6 SEo (S) Sd TO PLATES, (8) W t0 STUDS SP4 885 (6) led x 1 12' TO STUDS A33 150 (4) 10d TO BEAM (4) 10d TO POST. HCP2 6+1.5 (6)10d x I-12' HIQ sm (1 x - ABU 44 2200 (Prp D (1)5/5' A.T.R. IN HIGH STRENGTH EPDXY, (MIN, 1' EMBED.) IN CONC. (12) Irod TO WOOD (f) ABU 66 2300 12000 (1) 5/6' A.T.R, IN WIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (12)16d t0 WOOD TTI9 +++ 1340 0113/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (BAOd TO WOOD = TT20 +++ 1625 (I) 12" A.T.R. IN HIGH STRENGTH EPDXY. (MIN. 1'.)IN CONC. (2)VOOLT TO WOO Z 3610 WTT4 4255 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7' EMBEP) IN CONC. (I5) 10d x 1 12' TO WOOD (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (15) 16d x 2 12' t0 WOOD 43150 (1)5/S' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMOEDJ IN CONC. (26) 10d x 1 12' TO WOOD WTTS 4610 (1) 5/B' AT.R. IN HIGH STRENGTH EPDXY, (MIN_ 1' EMBED.) IN CONC. (26) 10cl TO WOOD 5090 /S A.T.R. IN HIGH STRENGTH EPDXY, l5D CONC. 6) I&d x O 110OP HHD011-SD5 25+ 11445 l) I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24)508 Al x ' WOOD SORE H 1 6480 (I) 1/8' A.B. IN HIGH 6TRENGTI4 EPDXY (MIN. 1' EMBED.) IN GONG. W%' STUD BOLTS TO WOOD M5HA 3.56/11.25 3415 5330 (I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, CU 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN G.M.U. FACE, (16AOd TO BEAM V) w MBHA $.50/11.25 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (1)3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.115' EMBEDMENT) IN C.M.U. FACE, (15AOd TO BEAM Z3140 UC210-3 (WOOD"1810 4000 (FLOOR) IS -1/4" x 2-3/4' TITEN ( 5 PER FLANGE) TO CMU, (10) 10d TO WOOD (ROOF) 2 HUC410 (CMU) 1810 5085 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD HUC 210-3 ISIO 4000 116-1/4'x 2-3/4' TIT N TO CMU ( 10) 10d TO WOOD HIGH STRENGTH EPDXY . SIMPSON "SET EPDXY-TIE'. CONTACT THE ARCWITECTiENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUDSTITUTING 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 SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD, WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W +++ MINIMUM EMBEDMENT INTO THE TOP OF A 15ONDDEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' 0 A.T.R.va A-507 ALL THREAD RDD (SIZE PROTECTION TYPE LENGTH ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY CF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPON6115LE FOR MAILING SURE THAT THE PROPER CORROSION PROTECTION 16 USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAx / WDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -A155 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCWITECT/ENGINEER OF RECORD PRIOR t0 USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-7rD11" , "HIGH WIND -RESISTANT CONSTRUCTION C-HW06-R', T-ANCWORSPECO1, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-2011. HEADER SPAN CHART 1 BRACING LEGEND 1 EXTERIOR GABLE TO RE BRACED W/2X4 5LOCKING e 4'-0" O,C. (16T 2 5AY5) 4 2X4 S`I'P 02 X -5RAC ING. REFER TO TYPICAL DETAIL 5HT5 FOR 5RACING REQUIREMENTS FASTEN 2X4 5YP *2 OR SPRUCE BEVEL CUT TO TRUSS TOP CHORD W/1001 x 3" NAILS s 6" O,C. NOT STAGGERED TRUSSES MARKED W/AN "* " REQUIRE WEe STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'6 SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. r: (61mpson) or (Usp) G) HU526 0 HU526 HHU546 THD4Go j� DENOTE M55 UJEB 5R CE REQUIRED. DENOTE RAT RUN 6 10'0/C MAX. =::: ... — DINOTE 2Xb 6TRONG13ACK a 10' O/C MAX. MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO SING -SLE STORM' APPLICATION 51ZE 7 L .112 CLEAR SPAN DBL 2 x 6 UP TO 5'-4" D5L 2 x 5 5'-4" TO 1'-0" DBL 2 x 10 1'-0" TO 10'-0" DBL 2 x 12 101-0" AND OVER TWO 5TORY APPLICATION DOUJN STAIRS SIZE CLEAR SPAN DBL 2 x (o UP TO 5'-0' D13L 2 x a 5'-0" TO (o'-4' DBL 2 x 10 6'-4" TO 8"-0" DBL 2 x 12 S'-0" AND OVER 1 BRACING LEGEND 1 EXTERIOR GABLE TO RE BRACED W/2X4 5LOCKING e 4'-0" O,C. (16T 2 5AY5) 4 2X4 S`I'P 02 X -5RAC ING. REFER TO TYPICAL DETAIL 5HT5 FOR 5RACING REQUIREMENTS FASTEN 2X4 5YP *2 OR SPRUCE BEVEL CUT TO TRUSS TOP CHORD W/1001 x 3" NAILS s 6" O,C. NOT STAGGERED TRUSSES MARKED W/AN "* " REQUIRE WEe STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'6 SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. r: (61mpson) or (Usp) G) HU526 0 HU526 HHU546 THD4Go j� DENOTE M55 UJEB 5R CE REQUIRED. DENOTE RAT RUN 6 10'0/C MAX. =::: ... — DINOTE 2Xb 6TRONG13ACK a 10' O/C MAX. MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-011 U.N.O, 4'- 11 1/2-11 ° 7 L .112 AND UP NUM5ER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUM5ER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 2 x 12 (*2 SYP) x/16" OS5 NAIL (3) 1201 6 (o"-6' O.C. TYP. 2x12 BM.,/HDR. FRAMING NOTES: 1. HURRICANE STRAPS TO 5r= MANUFACTURED 5Y SIMPSON STRONG -TIE OR EaUAL, U.N.U. 2.T)'PICAL HURRICANE STRAP6 ARE AS FOLLOUJS, UN.O: * TRUSS TO MASONRY/CONCRETE SHALL 5E META -16 * FLOOR JOIST TO MA5ONRY/CONCRETE SHALL 5E HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRU55 TO WOOD FRAMING SHALL 5E MTS -12 3.TRU55 TO TRUSS CONNECTIONS ,AND HANGERS SHALL BE DESIGNED AND SUPPLIED 51' TRUSS MANUFACTURER. 4,REFER TO TRUSS MANUFAGTURER'5 SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5.HEADER SPAN CHART 4 MINIMUM LUALL 4 HEADER STUD R'Ea. ARE STANDARD U.N.O ON FRAMING ING PLAN (o, MIN, 2X4 HIP CUT 5LOCIGING SECURED W/3 -10d GUN NAILS OR 3-12d HAND DRIVES I EA. ,END. CUT PITCH 4 SEYEL TO FIT TIGHT TO TRU55 A5 PER APA REaUIREMENT5. Ru"OF FRAMING PLAN TRUSS TO 4X4 P05T = (1) HTS -20 1 , . 1 r-. I - i-- l/ 1 ♦ L r / 7 1 *_4^ t A +Y T ELEVATION B OR C' SOUTHERN TRUSS 05/12/11 A R C H I T E C TS 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 1 SU33DIV 8e LOOT: TUSCA SOUTH LCT #2019 PROJEC-T# 2108.000 MODNL- »2 r 20" GARAGE SWING: LEFT PAGE: ROOF FRAMING FLAN ELEV. )) A" ARCHITECT - STATE OF FLORIDA CA ELL NO 12079 PRINT DATE; 11/10 /11 �SCAI-Th 1 /4„=1' - 0„ :SHEET 7 A age W w � ' � Z Q 0 WIL Q f- N O � � ff © W > A O w N 0) CIA Cti .-- rll 011 1 SU33DIV 8e LOOT: TUSCA SOUTH LCT #2019 PROJEC-T# 2108.000 MODNL- »2 r 20" GARAGE SWING: LEFT PAGE: ROOF FRAMING FLAN ELEV. )) A" ARCHITECT - STATE OF FLORIDA CA ELL NO 12079 PRINT DATE; 11/10 /11 �SCAI-Th 1 /4„=1' - 0„ :SHEET 7 A age ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 2720 SQFT GENERAL LIGHTING X3 VA PER SQFT 125v OUTLET 20 `�� SINGLE POLE 3000 110Y OUTLET 1800 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER I/2 OF OUTLET 1 DISHWASHER 4 110Y OUTLET WIRED TO 1 DISPOSAL 500 SUBTOTAL OF GENERAL LOAD SWITCH. FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 25860 VA x .4 EQUIPED WITH TOTAL NET GENERAL LOAD 20344 110Y OUTLET GROUND FAULT 2.5 TON HEAT PUMP#2 21 AMPx 240 VA= GFI 10 KW ELECTRIC HEAT AT 85% (TAMf� SIS�TANT 5 KW ELECTRIC HEAT AT 85% --- NET GENERAL LOAD WIRE / 13220 220v OUTLET CONNECTION CALCULATED LOAD FOR SERVICE 33884 VA/240 V= 200 AMP SERVICE EXTERIOR GROUND FAULT GFI WATERPROOF INTERRUPTER OUTLET SWITCH SWITCH 3 -WAY OPER. 4 SWITCH 4 -WAY OPER. WALL MOUNTED LIGHT CEILING LIGHT VAPOR ,0)VP ROOF HT i RECESSED L01 CAN 1 CFM PER VENT. FAN SQ. FT. VENT. FAN I CFM PER LU/LIGHT SQ. FT. 2' LIGHT STRIP 4' LICaHT STRIP *RECESSED 2-5UL15 WRAP FLUORESCENT LIGHT AROUND 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT PANEL METER SMOKE BATT. !SACK -UP DS.D. DETECTOR Wi HARDWIRE INTER - BATT. BACK-UP MOUNTED W1 HARDURc�E S SME D' DETECTOR CONNED ED BATT. $,ACK-UP CARBON W1 HARDWIRE (Q} MONOXIDE/ CONNECTED 1,J'5/CP SMOKE DETECTOR SHALL 06 A GOM50 DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET TELEPHONE JACK WATER HEAT. DISCONNECT AIR. COND. A/C DISCONNECT TY TELEVISION JACK CEILING X REQUIRED TO BE SUPPORTED J O J -BOX IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INS CTIO CEILING FAN/LIGHT U-alL.INCI MUX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD 7TT�TT�� LIGHT OPTIONAL KP SECURITY KEYPAD PUSH- FOR 4pB, BUTTON CHIMES * LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED 6 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 6 ISLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL * 5ATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENTfr-5C 2001,1RESIDENTIAL CODE TABLE M15063) * LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL BE NON METALLIC CABLE AS N.E.C. 2006 ARTICLE 300.03) (2) * ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE METER FIELD VERIFY OPT. C0,4CH LIGHT I– — II II II 1� WP. GF I 1 DINING ROOM i ,OPTIONAL BIDROOM #7 (-2)COVERED PATIO P B ICOR TT WP. CHfI�1E5 L GFI I OUTLET FOR MICRO, NOT TO SCALE. GENERAL NOTE5: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWI5E. POWER COMPANY TRANSFORMER GRADE PROVIDE 200 AMP, 120/240 VOLT, I PHASE SECONDAR* ELECTRICAL SERVICE. PROVIDE 3 02/0 COPPER (GU) IN 2'' D1,4 SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 '*4/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 50 PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. NEUTRAL CALCULATION: LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,253 VA 3000 VA mat 100io, REMAINDER e 3590 NET LOAD: 6,949 VA RANGE: 12,000 's 10% 8,400 VA DRYER: 5,000 -m 705c 3500 VA TOTAL 18,549 VA NEUTRAL AMPACITY: 18,459 / 240 = 78 A "2 AL MINIMUM NEUTRAL CONDUCTOR. TrIl- — — -op -- --, L REF. J GF I1 } I� DINING ROOM DEN / LIVING ROOM a OPTIONAL DEN PROVIDE 3 2/0 CU, 1 *4 CU GND 2'' CONDUIT OR PROVIDE 3 4/0,4L, 1 04 AL GND IN 2'' CONDUIT. (CONDUIT TO TERMINATE 415OVIF SOFFIT s OVERHANG.) COM 1NATION SERVICE 200 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE MLO eM O PANEL 200,/2 MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2005 250.52('3). 5/5'' DIA X 5 FT LONG COPPER CLAD GROUND ROD LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE*C72) HOUSE PLAN: 2720 MODEL LOAD INFORMATION VA 2720 SQFT GENERAL LIGHTING X3 VA PER SQFT 8160 2 20 AMP APPLIANCE CIRCUIT AT 1800 VA EA. 3000 1 LAUNDRY CIRCUIT AT 1800 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 35880 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 25860 VA x .4 10344 TOTAL NET GENERAL LOAD 20344 4 TON HEAT PUMP#1 28 AMPx 240 VA– 6720 2.5 TON HEAT PUMP#2 21 AMPx 240 VA= --- 10 KW ELECTRIC HEAT AT 85% 8500 5 KW ELECTRIC HEAT AT 85% --- NET GENERAL LOAD 20344 NET TOTAL HEAT 13220 TOTAL LOAD 33584 CALCULATED LOAD FOR SERVICE 33884 VA/240 V= 200 AMP SERVICE NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC–FAULT TYPE PER NEC 210-12 REQUIREMENTS. 2 ° VTR 2 ° VTR 2" VTR I 2,��1 1/2' I `N LAV. LAV. 09 VTR J�� 2 2° I I 2 WASHER TO MAIN KITCHEN SINK W/ AUTO VENT PLUMBING RISER .... ..... ... A R C H I T E C T S 1441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 sU$nIV. & Lr02%: TUSCA SOUTH LOT #2019 PRCIJECT# 2108.009 HODEIL: ,'2720, GARAGE SWING: LEFT PAGE: PLUMBING RISER DIAG. & IST FL. ELEC. PLAN ARCHITECT STATE OF FLORIDA DATE: 11/10/11 SCAlX: 1/4"=11-0" SHEET 2 1 CyI;� N U w � O ti q w Q O a U � Q � AC 111 O � to N A 0� J L11 sU$nIV. & Lr02%: TUSCA SOUTH LOT #2019 PRCIJECT# 2108.009 HODEIL: ,'2720, GARAGE SWING: LEFT PAGE: PLUMBING RISER DIAG. & IST FL. ELEC. PLAN ARCHITECT STATE OF FLORIDA DATE: 11/10/11 SCAlX: 1/4"=11-0" SHEET 2 1 CyI;� r=LECTRlC,4L LI=Gr=NlD SYMBOL DEFINITION NOTES 125v OUTLET 20 AMP 81NGLE POLE 11oV OUTLET cD 1/2 OF OUTLET 11fAV OUTLET WIR9=D TO SWITCH EQUIPED WITH 110V OUTLET GROUND FAULT GFI w tTAhl ANT � �Jf 4 WIRE V�lJV1 22fAV OUTLET CONNECTION EXTERIOR ROUND FAULT WATERPROOF OUTLET GNTERM ER !� SWITCH u SWITCH 3 -WAY OPER. �)4 SWITCH 4 -WAY OPER. WALL MOUNTED LIGHT CEILING LIGHT ROOR OF VP LIGHT l d RECESSED ,�i CAN VENT. FAN 1 CFM PER SQ. FT. VENT. FAN 1 CFM PER W/LIGHT .50. FT. 2' LIGHT STRIP W LIGHT STRIP 1 4' RECESSED FLUORESCENT 2-15UL15 WRAP LIGHT AROUND `} W FLUORESCENT _ _ = 4' FLUORESCENT 4' TRACK LIGHT PANEL METER SMOKE GATT. HACK -UP OS.p. DETECTOR W/IHAR WIRE WALL SACK -UP SW/ MOUNTED HARDWIRE SD. SEEC TEDTTOR CONNECTED SAM BACK-UP CARBON W/ HARDWIRE - MONOXIDE/ CONNECTER TED \<�/S/CO SMOKE DETECTOR SHALL SE A COMBO DISTANCE OF NOT LESS THEN 4' FROM WALL U PENDANT LIGHT NATURAL GAS 4 OUTLET TELEPHONE JACK WATER HEAT. w DISCONNECT AIR. COND. AIC DISCONNECT Tv. TELEVISION JACK CEILING, 15OX REQUIRED TO BE SUPPORTED 0 J—BOX IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPE ION CEILING FAN/LIGHT REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL KP SECURITY KEYPAD PUSH- FOR Appy, !SUTTON CHIMES NOS LOCATION OF TV JACKS E PHONE OUTLETS 8 FANS TO BE VERFIED 0 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 * ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTER"iITTENT.(FSG 2007,1RE6IDENTIAL CODE TABLE M15063) * LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL BE NON METALLIC CABLE AS N.E.C. 2005 ARTICLE 300f5) (2) ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE SEU"�OND FLOOR ELEC"TRICAL D \y 11 OPT. OWNER"S BATH iT — — — _ G 1 I � g ena� gOPT. OWNER'S BATH A R C H IT E C TS /Design Groupine. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W cD w � o u C� uu d O J `} w U v w 0 S V ii1DI Y r & LOT: TUSCA SOUTH LOT #2019 PROJECT# 2108.009 UonEI.a. "2 2720" GARAGE SWING: LEFT PAGE: 2ND FLOOR ELECTRIC.A.L PLAN ARCHITECT- STATE OF FLORIDA D,AT*: 11/10/11 SCA.LM: 1/401=10-00$ SHICICT 9OF21 GARAGE RIGHT MARCH 2010 DR HORTON HOMES MODEL: 2720 GARAGE RIGHT 2011 SUBDIVISION: MARCH 2010 FEBRUARY MARCH 2 LOT BLOCK: PG ___ _ of _ FEBRUARY 2011 MARCH 2011 �ilr--- --------- --- --- _------------------ ------------------------------------- void 41 W3636 W3636 '-` .p VF642 UF61 B42 B42 c�---- ------------------------ ----------- ---------------------- ------------ 36" 4 ------- — -- ---- *** 36" UPPERS "** *** NO TILT -OUTS *** f *** NO SLIDE -OUTS *** CROWN = STANDARD CEILING HGT 8'- 8" in N N,-1 E�Q M DOOR STYLE: L=21 BX PARTS: 1 - UF3 WD (REF) 1-UF3 P 4 - UF342 P 3-UF6P 1 - UP642 P 1 - DWR3 1 - BCF27 3 - BTK8 PRT 3 - UM8 BLD 1 - UF3P 1 - FL36 (VOIDS) 5-CM8BLD a co Na a B18L UF342 ID - 15" ;fill N W3036 W3924 X 24 DP void �_i sTAGGM @ 96" "DWR3 PANTRY BY 56" IV 444w***wwwwwwwwwwwwww4*****wwwwwww Designed: 03/07/11 Designer: P. Nattbohm Printed: 03/07/11 P 0 WD E R BATH This is an original design and must not be released or copied unless T applicable fee has been paid or job N CABIET L A Yf 4/ T order placed. CABINET �1 2720 KITCHEN 36 OR (03-07-11) FLOORPLAN I Drawing#: 1 Scale : 0 112" 1' DR HORTON HOMES KITCHEN CABINET SUBDIVISION: LAYOUT LOT BLOCK: MODEL: 2720 PG _ of _ 1— 68'1 GARAGE RIGHT MARCH 2010 FEBRUARY 2011 MARCH 2011 *** POWDER BATH USES A PEDESTAL LAV *** 142" All dimensions -size designations given are subject to verification on job site and adjustment to fit job conditions. 2720 BATHS _OPTIONS OR (03-07-11 ww.xww**44444ww444w*w******ww44444w Designed: 03/07/11 Designer: P. Nottbohm Printed: 03/07/11 This is an original design and must not be released or copied unless applicable fee has been paid or jab order placed. FLOORPLAN I Drawing #: 1 Scale: 0 1/2" = 1 ® OPT. LAV. VSB6034H OWNER's BATH DOOR STYLE: L=1BX PARTS: 2 - UF6 1 - BTK8 PRT 1 - UM8 BLD All dimensions -size designations given are subject to verification on job site and adjustment to fit job TIMBERLAKE I 111 *w******************************** Designer: P. Nottbohm This is an original design and must N - ------------------- G� w not be released or copied unless d co applicable fee has been paid or job a p co o "DWR3 PANTRY BY 56" IV 444w***wwwwwwwwwwwwww4*****wwwwwww Designed: 03/07/11 Designer: P. Nattbohm Printed: 03/07/11 P 0 WD E R BATH This is an original design and must not be released or copied unless T applicable fee has been paid or job N CABIET L A Yf 4/ T order placed. CABINET �1 2720 KITCHEN 36 OR (03-07-11) FLOORPLAN I Drawing#: 1 Scale : 0 112" 1' DR HORTON HOMES KITCHEN CABINET SUBDIVISION: LAYOUT LOT BLOCK: MODEL: 2720 PG _ of _ 1— 68'1 GARAGE RIGHT MARCH 2010 FEBRUARY 2011 MARCH 2011 *** POWDER BATH USES A PEDESTAL LAV *** 142" All dimensions -size designations given are subject to verification on job site and adjustment to fit job conditions. 2720 BATHS _OPTIONS OR (03-07-11 ww.xww**44444ww444w*w******ww44444w Designed: 03/07/11 Designer: P. Nottbohm Printed: 03/07/11 This is an original design and must not be released or copied unless applicable fee has been paid or jab order placed. FLOORPLAN I Drawing #: 1 Scale: 0 1/2" = 1 ® OPT. LAV. VSB6034H OWNER's BATH DOOR STYLE: L=1BX PARTS: 2 - UF6 1 - BTK8 PRT 1 - UM8 BLD All dimensions -size designations given are subject to verification on job site and adjustment to fit job TIMBERLAKE I 111 *w******************************** Designer: P. Nottbohm This is an original design and must Designed: 03/07/11 Printed: 03/07/11 conditions. w not be released or copied unless d co applicable fee has been paid or job o p order placed. o 2720 BATHS OPTIONS OR (03-07-11) IFLOORPLAN I Drawing #: 1 I Scale: 0 1/2" 1' DR HORTON HOMES OWNERS BA.TH SUBDIVISION: LOT BLOCK: CABINET LAYOUT M DOOR STYLE: BASE PARTS: 1 - BTK8 P 1 - UM8 BLD L=2BX UPPER PARTS OVER BASE: 1 - UM8 BLD o L = 2 BX *-+ UPPER PARTS OVER W/ D: 1 - UF3 P 1 - UM8 BLD L=2BX CABINET LAYOUT MODEL: 2720 GARAGE RIGHT MARCH 2010 PG — of _ FEBRUARY 2011 MARCH 2011 J OPT LAUNDRY BASE OPT LAUNDRY UPPERS OVER BASE OPT LAUNDRY UPPERS OVER W/D All dimensions -size designations given are subject to verification on job site and adjustment to fit job conditions. 2720 BATHS -OPTIONS OR (03-07-1 10011 www***4wwr4444444wwwww***www444444 Designed: 03/07/11 Designer: P. Nottbohm Printed: 03/07/11 This is an original design and must not be released or copied unless applicable fee has been paid or jab order placed. FLOORPLAN I Drawing #: 1 Scale: 0 1/2" = 1' A R C H I T E C TS Grousign p inc. L --".L 11. Rv114M1—LF f1LY4VIri1Y ua_rv. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.a bd es i gn gro u p. co m AA #: 0003325 -. � o w d co o p o W � M All dimensions -size designations given are subject to verification on job site and adjustment to fit job conditions. 2720 BATHS -OPTIONS OR (03-07-1 10011 www***4wwr4444444wwwww***www444444 Designed: 03/07/11 Designer: P. Nottbohm Printed: 03/07/11 This is an original design and must not be released or copied unless applicable fee has been paid or jab order placed. FLOORPLAN I Drawing #: 1 Scale: 0 1/2" = 1' A R C H I T E C TS Grousign p inc. L --".L 11. Rv114M1—LF f1LY4VIri1Y ua_rv. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.a bd es i gn gro u p. co m AA #: 0003325 -. w d W � D w � Z D � Q O OU A C N (P @ @ m SUBDIV. 8e LOT: TUSCA SOUTH LOT #2019 PROJECT# 2108.009 MODEL4 »2720" GARAGE SWING: LEFT PAGE: CABINET LAYOUTS -10 ARCHITECT STATE OF FLORIDA iPRINT TATE: 11/10/11 SCALE: 1/4"=1'-0" SHEET 10 or2�, 2 LEGEND SUPPLY AIR DIFFUSER ® RETURN AIR GRILL SIDE-WALL OR I WAY DIFFUSER SOLID LINE- SUPPLY TRUNK. — — BROKEN L INE = RETURN TRUNK C GLANCING DAMPER OR OBD ( CEILING EXHAUST FAN O/A OUTSIDE AIR (1) THERMOSTAT N PASS THROUGH AIR GRILL PT 0 VERTIGAL CHASE A/c SECURE STRAP TO UNIT SIMPSON WS GONG. W/ (2)-3/1(0"X2" ROLL STRAP TAP -CONS \ OR EQUAL FLA SECURE STRAP TO cONC. SLA3 UNIT W/ (2) 08x1 1/4 SHT MTL SCREWS NOTE; ALL HVAC TO HAVE PROPER PANS W/DRAINS ATTIC EXTERIOR WALL AIR I HANDLER SUCTION AND LIQUID y REFRIGERANT LINES Aux. Drain Line EVAP.IRAY W 3/4" PVC CONDENSATE DRAIN LINE RETURN -REFRIGERANT LINES TO CONDENSING UNIT — TRAP DRAIN LINE AND TERMINATE IN A APROVED DRAIN, AS PER FLORIDA MECHANICAL 51 -DG. CODE 2001, 301.2.1.1 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIRMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER 2001 FLORIDA MECHANICAL BLDG. CODE SECTION 603 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA C30A 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CL05ER 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 200-1 FLORIDA MECHANICAL CODE SECTION II 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO 2201 FLORIDA MECHANICAL CODE 603.1 -1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH 200-1 FLORIDA MECHANICAL CODE SECTION 403 8. ALL EXHAUSTED 5ATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATER CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL. DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND 2001 FLORIDA MECHANICAL CODE SECTION (POI 10. GRILLS AND DIFFUSERS SHALL RE PROVIDED WITH 5,41-ANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DRF BOOSTER FAN OR EQUAL. L FANTECH DMF 110 DRYER 13406TER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. SECU'-""ND FLU"OR MECHANICAL PLAN PROGRESSIVE AIR A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.a b d esi gn gro u p. co m AA #: 0003325 CEILING00 T y PLENUM— AIR SUPPLY AIR RETURN W EXTERIOR WALL AIR I HANDLER SUCTION AND LIQUID y REFRIGERANT LINES Aux. Drain Line EVAP.IRAY W 3/4" PVC CONDENSATE DRAIN LINE RETURN -REFRIGERANT LINES TO CONDENSING UNIT — TRAP DRAIN LINE AND TERMINATE IN A APROVED DRAIN, AS PER FLORIDA MECHANICAL 51 -DG. CODE 2001, 301.2.1.1 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIRMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER 2001 FLORIDA MECHANICAL BLDG. CODE SECTION 603 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA C30A 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CL05ER 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 200-1 FLORIDA MECHANICAL CODE SECTION II 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO 2201 FLORIDA MECHANICAL CODE 603.1 -1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH 200-1 FLORIDA MECHANICAL CODE SECTION 403 8. ALL EXHAUSTED 5ATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATER CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL. DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND 2001 FLORIDA MECHANICAL CODE SECTION (POI 10. GRILLS AND DIFFUSERS SHALL RE PROVIDED WITH 5,41-ANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DRF BOOSTER FAN OR EQUAL. L FANTECH DMF 110 DRYER 13406TER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. SECU'-""ND FLU"OR MECHANICAL PLAN PROGRESSIVE AIR A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.a b d esi gn gro u p. co m AA #: 0003325 suBDIV. &e LOT: TUSCA SOUTH LOT #2019 PROJECT# 2108. 009 MODEL: „2724, GARAGE SWING: LEFT PAGE: FIRS T & SECOND FLOG EC HANIC AL PLANS ARCHITECT - STATE OF FLORIDA L 1� PRINT DATE: 11 1 Q 11 SCALE: 1/4" SHEET�1o�2 P w Z Q 0 w � a � d lu � ? u w m 61 � q m cv suBDIV. &e LOT: TUSCA SOUTH LOT #2019 PROJECT# 2108. 009 MODEL: „2724, GARAGE SWING: LEFT PAGE: FIRS T & SECOND FLOG EC HANIC AL PLANS ARCHITECT - STATE OF FLORIDA L 1� PRINT DATE: 11 1 Q 11 SCALE: 1/4" SHEET�1o�2 —(l) 46 RE155AR VERTICALLY W/ CONC. POUR CELL R-4.2 INSULATION TEXTURED FINISH P' CMU CV T N 1/2' C*YP. UL. BD. ro WOOD BASE O a z e:. ip TREATMENT SHALL BE BORA-CARE 4' CONC, REINF. W/ -'xb' 190 WU l OR ° FIBERMESH ON /--MIL POLY It '�' ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE •� 41 GI AI 1,-4, T (2) "a REBAR ON CHAIRS 1 -STORY FOOTING 1 W BLOCK WALL SCALE: 1/2'=1'-0' 41 CONC, REINR W/ 6'xb'010 U M OR ON 6 -MIL POLY ';i��rFIIBRRMMSW ETHYLENE VAPOR BARRIER ON ;6 WELL-COMPACTED LCLLEEA�N TERMITE TREAT 8NT H CI.4AIR°+ ORA -CARE THICKEN EDGE T SCALE- 1/2'■i'-0' M 4. r4' CONC, REINF. W/ b'xb' 1110 WWM OR ERMESH ON b -MIL POLY 14-YLENE VAPOR BARRIER ON LL -COMPACTED CLEAN TERMITE TREATEMENT SHALL ME MORA -CARE GARAGE STEP- UP NON-BEARING SCALE- 1/2'-1'-0* GRADE P 40 4 4' CONC, REINF. W/ b'xb' 010 WLU I OR ° FISERMESH ON b -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE m U Ad S- S' [4-1TREATEMENT SHALL BE BORA-CARE 2'-0' 4' 1'S REBAR ON CHAIRS � CONCREITE OPAD POURED LINTEL CONT. (TYP.) S' CMU FILLED CELL (TYPJ rH 2X WALL FRAMING (4),�'Xl' ANCHOR BOLTS or (4)15'X1' J -BOLTS MIN. 5' EMBEDMENT W/ 2'X2'XI/5' WASHER AND NUT SPACED EVENLY FROM FLOOR TO MOND BEAM. SET IN JOINTS PRIOR TO FILLING. !SLEEVED ANCHOR IN SOLID FOUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 1.�� BLOCK WALL CONNECTION (1) 015 RE5AR SET 1N SIMPSON HIGH STRENGTH EPDXY 1' EMMED. MIN. 4' CONC, RENF. W/ 6'xb' 010 021 OR 4'FIBERMESH ON 6 -MIL POLY ° °ETHYLENE VAPOR 5ARRIER ON ° aF WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE 50RA-CARE TYP. RETROFIT FOR OMITTED DOWELS A SCALE 1/2'=I'-0' eJ=CURE MT. PLATE TO BLK W/ }' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 'I' EMBED. MIN. A 32' OC MAX. a a. e ' _ w ` 4' CONC., REINF. W/ b'xb' 0110 WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE cr, u 4' TREATEMENT SHALL 5E MORA -CARS V-41 !2) *5 REMAR ON CHAIRS 1 -STORY FOOTING 2 AT L.B.W. W UPLIFT SCALE: - ----- STUDS 16' O.C. MAX 5 112 s HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W!' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY V EMBED. MIN. a 32' OC MAX. 4. o • °. r ° 4' CONC, REINF. W/ 6'xb' 0110 U1LM OR W FIBERMESH ON b -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE m 4' a' 4',41 TREATEMENT 814ALL ME MORA -CARE 1 -4 (2) +5 REBAR ON CHAIRS GARAGE STEP-UP 1 -STORY L. B. W. SCALE: I/d"=1'-OJ' SND TRACK R I I FINISH FLOOR a:. e� ° a O � a ° .4a 04 4 10 SLAB AT S. G. D. SCALE: CAULK AND SEAL GAS LINE I i' PvC SLEEVE FOR GAS LINE a' CMu 1/2' DRYWALL WOOD BASE 04 A a d e e a a gAOAGE DOOR FOOTING SCALE: 112'=r-ra- 12 NOT USED (1) 03 RE13AR VERTICALLY W/ CONC. FOUR CELL R-4.2 INSULATION zz TEXTURED FINISH a, CMU i4 1 1/2' GYP. WL. 50. WOOD BASE O a i Z q, ��+ .per �1�. ��Y.�1 ♦� ° A 4- CONC, REINF. W/ b"xb' 0110 444fA I OR FIBERMESH ON 6 -MIL POLY •' a °j"\a ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE >_ (3) 43 REBAR ON CHAIRS 14' 6' b' 4' U 11-SY 2—STORY FOOTING 1PBLOCK WALL SCALE= 1/2' TIE VERTICAL RRIBAR TO HORIZATIONAL RE5AR W/ e'�H�cr�OK GROUTED BOND BEAM 06 PARIES PER ELEY. /* a rte, ° � •a 4 1 GAS LINE THRU BLOCK SCALE: 1'.1'-0' RECESS FOR I ' TEXTURED FINISH n TEXTURED FINISH 4' GONG, REINF. Wl 6'x6" 010 WWM OR 1/2' GYP. WL. BD. R-11 INSULATION MIN. VERTICAL REBAR R-11 INSULATION MIN. ETHYLENE VAPOR 5ARRIER ON a ° e e I4 ° STUDS Ib' O.G. MAX 4' CONC., REINF. W/ b'xb' 010 WWM OR i J FIBERMESH ON b -MIL POLY STUDS 16' O.C. MAX '�+ (1) 16 REBAR ON CHAIRS ETHYLENE VAPOR BARRIER ON 1/2' GYP, WL, SD. 44 I:: 1/2' GYP. WL. W. SECURE MT. PLATE TO SLAM W/ i' ANCHOR BOLT W/ 2' WASHER SET IN SIMP80N HIGH STRENGTH EPDXY 1' SECURE BT. PLATE TO SLAB W/ 10d CUT NAILS/ MASONRY NAIL + 32 O.C. VARIES PER ELEV. WOOD BASE ECURE BT. PLATE TO SLK W/ }" p WOOD 13A5E SECURE BT. PLATE TO MILK W/ EMBED. MIN. 32' OG MAX. MAX i ANCHOR 15OLT W/ 2' WASHER SET IN E ANCHOR BOLT W/ Z' WASHER SET IN Z I y' oole ° ' (3) 5 REIDAR Is 2 -STORY SIMPSON HIGW STRENGTH EPDXY V f A, • i5 SIMPSON HIGH STRENGTH EPDXY. 1' a LAPPED W/ BOND BEAM p EMBED. MIN. * 32' Or, MAX. ° A —OUTSIDE REBAR 70 ME �Y �a "�1T, r! o . CONTINUOUS EMBED. MIN. 32' OC MAX. ° ° ° e a e ° . •°. a A 1 -STORY E °;el e 4" D" 4' (2) 015 REBAR ON CHAIRS < TORY e 4 4' GONG, REINF. W/ 6'xb' 0110 ULM OR ° 4' CONC, REMF. W/ b"xb" "10 WWM OR iq ° 'a. ¢' CONC., REINF. W/ 6'xb' 0110 ULIJI I OR e0 a + a 4' CONC., REINF. W/ b'xb' 1N0 WWM OR a F15ERMESH ON 6 -MIL POLY ETHYLENE FIBERMESH ON (P -MIL POLY . FIDERMESH ON 6 -MIL POLY PIPE THROUGH FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON E VAPOR BARRIER ON ETHYLENE VAPOR BARRIER ON 1 -STORY FOOTING `.e'.° ETHYLENE VAPOR BARRIER ON B REBAR LAP AT FOOTING • ..� in U WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE SCALEI I!I'•I'-0' WELL -COMPACTED CLEAN TERMITE SCALE ill`=1'-0' ° d WELL CLEAN TERMITE 1Y 11_0. Y TREATEMENT SHALL ME SORA -CARE T p TREATEMEMT SHALL ME MORA -CARE � u JY �Y f - TREATEMENT SHALL ME MORA-CARETREATEMENT SHALL ME 50RA-CARE 1(.! (3) 05 REBAR ON CHAIRS 11_6. 4V+•YG1"F(2) -/' T RE ra1 r 11-4. (2) 03 REMAR ON CHAIRS jK ly - 8- AY T_ 40 60 6- [4\1�—(9)015 RE15AR ON CHAIRS Ob RE15AR ON CHAIRS V 4' 11V 2 -STORY FOOTING 1 -STORY FOOTING 1 -STORY FOOTING 2 -STORY FOOTING W. L.// AT L. B. W. WT NO—UPLIFT) 3 W F��RAME 3 A W WALL ��B. }AAT SC4L�: I/f'=I'-SL/' // B SCALE: 1/2'.1'-0' /WALL SCALE- 1/f'=1'-0' ^FRAME ut^.AL: IIF -=11-011 tO HORIZATIONAL (1)1b REBAR VERTICALLY W/ CONI. REBAR W/ S' HOOK E U a POUR DELL LY �� Wr CONC. LAR POUR CELL W a' CMU 5 1/2' w HEAD OF GARAGE a, CMU z CURB HEIGHT VARIES VARIES WITH SLOPE � � I � 4' CONC, REINF. W/ 6'xb' 190 WWM OR SECURE BT. PLATE TO SLAB W/ �- ANCHOR ANCHOR MOLT W/ 2` WASHER SET IN IN it 7 K 'u h Z FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON SIMPSONN HIGH STRENGTH EPDXY 11 EXTENDED SLAB 1 1/2' CURM HEIGHT VARIES i0 CURM HEIGHT VARIES op � WELL -COMPACTED CLEAN TERMITE ,j EMBED. MIN +� 32' OC MAX. 1/2' RECESS FOR SERVICE DR d TREATEMENT SHALL BE MORA -CARE d Ill 111 ,(K M ^ ` > > • °'t' r� ° 4' CONC, REINF. W/ b'xb' "10 LLWM OR FISERMESH ON 6 -MIL POLY � 'a dp 4' GONG, REINF. W/ 6'xb' 0110 WWM OR ' ° F15ERMEOW ON b -MIL POLY ip ' a ° a 4' CONC, REINF. W/ 6'xb' 0110 WWM OR FIBERMESH ON 6 -MIL POLY cp !3) 015 REBAR ON CHAIR$ ° . , d ETHYLENE VAPOR BARRIER ON , '4. ; ETHYLENE VAPOR BARRIER ON " ETHYLENE VAPOR BARRIER ON • WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE ,. ° WELL -COMPACTED CLEAN TE1aMITE . TREATEMENT SHALL BE BORA-CARE TREATEMENT SHALL ME MORA -CARE TREATEMENT SHALL BE MORA -CARE (3) 15 1BAR ON CHAIRS 121 M5 REBAR ON CHAIRS �( 411 4' B' 4' !Z) 0113 REBAR ON CHAIRS 6' b" 4" m M pp I,-4, u M V 11_S - IS GARAGE STEP-UP SLAB AT GARAGE 1 -STORY FOOTING 2 -STORY FOOTING A 2—STORY L.B. W. SERVICE DOOR g AT GARAGE A AT GARAGE SCALE: 1/2'=1'-0' SCALE- t/2'=r-0' SCALE- I/2'=r-0' SCALE: 1/2"=1'-0' gAOAGE DOOR FOOTING SCALE: 112'=r-ra- 12 NOT USED (1) 03 RE13AR VERTICALLY W/ CONC. FOUR CELL R-4.2 INSULATION zz TEXTURED FINISH a, CMU i4 1 1/2' GYP. WL. 50. WOOD BASE O a i Z q, ��+ .per �1�. ��Y.�1 ♦� ° A 4- CONC, REINF. W/ b"xb' 0110 444fA I OR FIBERMESH ON 6 -MIL POLY •' a °j"\a ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE >_ (3) 43 REBAR ON CHAIRS 14' 6' b' 4' U 11-SY 2—STORY FOOTING 1PBLOCK WALL SCALE= 1/2' TIE VERTICAL RRIBAR TO HORIZATIONAL RE5AR W/ e'�H�cr�OK GROUTED BOND BEAM 06 PARIES PER ELEY. /* a rte, ° � •a 4 1 GAS LINE THRU BLOCK SCALE: 1'.1'-0' RECESS FOR I ' GARAGE DOOR n a a' 4' GONG, REINF. Wl 6'x6" 010 WWM OR 1/2' GYP. WL. BD. FIBERMPSH ON b -MIL POLY VERTICAL REBAR r ETHYLENE VAPOR 5ARRIER ON a ° e e I4 ° WELL -COMPACTED CLEAN TERMITE 4' CONC., REINF. W/ b'xb' 010 WWM OR i J FIBERMESH ON b -MIL POLY TREATEMENT SHALL BE BORA-CARE '�+ (1) 16 REBAR ON CHAIRS gAOAGE DOOR FOOTING SCALE: 112'=r-ra- 12 NOT USED (1) 03 RE13AR VERTICALLY W/ CONC. FOUR CELL R-4.2 INSULATION zz TEXTURED FINISH a, CMU i4 1 1/2' GYP. WL. 50. WOOD BASE O a i Z q, ��+ .per �1�. ��Y.�1 ♦� ° A 4- CONC, REINF. W/ b"xb' 0110 444fA I OR FIBERMESH ON 6 -MIL POLY •' a °j"\a ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE >_ (3) 43 REBAR ON CHAIRS 14' 6' b' 4' U 11-SY 2—STORY FOOTING 1PBLOCK WALL SCALE= 1/2' TIE VERTICAL RRIBAR TO HORIZATIONAL RE5AR W/ e'�H�cr�OK GROUTED BOND BEAM 06 PARIES PER ELEY. /* a rte, ° � •a 4 1 GAS LINE THRU BLOCK SCALE: 1'.1'-0' 22 ORYBAR ON C"AIR:3 (3) 015 REBAR ON CHAIRS 45 REBAR VERTICALLY W/ CONC. POUR CELL R-42 INSULATION a' CMU .. p' , VARIES PER ELEV. 1/2' GYP. WL. BD. VERTICAL REBAR r WOOD BASE a ° e e I4 ° TO HORIZATIONAL 4' CONC., REINF. W/ b'xb' 010 WWM OR i J FIBERMESH ON b -MIL POLY CLEANOUT REQUIRED d 4 FOR INSPECTION '�+ ETHYLENE VAPOR BARRIER ON E a 44 I:: aJ, W WELL -COMPACTED CLEAN TERMITE TREATED FILL a VARIES PER ELEV. p _- u 0'-0` FIN. FLR. ° I (2) 05 REIBAR a 1 -STORY Z I y' oole ° ' (3) 5 REIDAR Is 2 -STORY (1) 13 VERT_ DOWEL f A, • i5 � :5 ' a ' e' :' e ° 71E VERTICAL REBAR ° 10• a LAPPED W/ BOND BEAM 'qp b' PVC CHASE THRU FOOTINCv e • ., a , TO HORIZATIONAL ° A —OUTSIDE REBAR 70 ME �Y �a "�1T, r! o . CONTINUOUS (1) Ob REBAR AT CORNERS W/ 25' LAP MIN. ° a d'` REAAR W/ B' HOOK �� ?• ° a a ° . •°. a A 1 -STORY E °;el 4" D" 4' (2) 015 REBAR ON CHAIRS TORY e 4 (3) A3 REAAR ON CHAIRS 2'-1' MIN. LAP y, PIPE THROUGH TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL B REBAR LAP AT FOOTING CAT LINTEL CORNERS W BLOCK WALL E REINFORCING SCALEI I!I'•I'-0' 6CALE: I!2'.I'-0' SCALE ill`=1'-0' SC4LE 1/2`=1'-0` .ALL ]EXrFERI0 R 1;_'00 rF]ERS AIT" F-'I7NTIS IH[ S L,AB' S 70 DE MI1299 1E3EL0 W T.TNDIS rFURF3ED ' S 0IL 9_KLjLSKD HORIZONTAL/VERTICAL REINFORCING AT F1 BEARING CHANGE A R C H IT E C TS 4/�'� Design G ro u p inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 ti GROUTED BOND BEAM /* VARIES PER ELEV. VERTICAL REBAR r a TO HORIZATIONAL b�v ?..• REBAR W/ 8' HOOK aJ, VARIES PER ELEV. . • :° GROUTED BOND BEAM a W 111 da a e 4 y, b CLEANOUT REQUIRED ° FOR INSPECTION Q 4' h z 0'-01 FIN. FLR. TIE VERTICAL REMAR tO HORIZATIONAL REBAR W/ S' HOOK E U a HORIZONTAL/VERTICAL REINFORCING AT F1 BEARING CHANGE A R C H IT E C TS 4/�'� Design G ro u p inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 ti y� L W 111 U b Q z q U W q � M I� sv$aly. & LOT: TUSCA SOUTH LOT #2019 PROJECT# 2108.009 MODEL,: "2720" CtJARAGE SSV N—G: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITE, T, STATE OF FLORIDA JAMESANTWELL AR V40 12079 PRINT DATE: 11 /10 /11 SCALE: 1/4"=1' — 0" PANEL ANCHOR LINTEL PLATE 3/8" EXPANSION STRIP FREE OF MORTAR SEALANT �..- LINTEL ~ ~ p SEALANT TO BE MIN. p 1/2' PEEP v SEE NOTE p I p EXPANSION STRIP p PANEL ANCHOR p ~ GLASS BLOCK a NOTE: THIS DIMENSION 16 C)ETERMINED BY THE ANTICIPATED SEALANT Q 4 DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS BLOCK. PANEL REINFORCING Q EVERY OTHER 3/SII -EXPANSION STRIP D eEJOINT MUST EXTEND THE FREE OF MORTAR ENTIRE LENGTH OF THE PANEL BUT PANEL ANCHOR NOT ACROSS EXPANSION JOINT$ GLASS BLOCK p POSITION (2) 1-1/4" 5-4 1/4" EXP. BOLT HEX WASHER HEAD WITH TWO PER ANCHOR ANTI -CORROSIVE COATING TIGHT TO BEND OF ANCHOR AND END OF SLOTTED HOLE Q II TYPE S OR N MORTAR 1/4" MIN. 1/2" MAX. WALL FRAME SHOWN HERE PANEL REINFORCING FOR ILLUSTRATIVE PURPOSES MORTAR ONLY. WALL FRAMING CAN BE CONCRETE, MASONRY, WOOD ASPHALT EMULSION STEEL OR ANY OTHER STRUCTURAL SURROUND 1-3/4" X 20 GAUGE X 24' LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR STYLE CONSTRUCTION PANEL ANCHOR DETAIL SECURE 2x6 MIN. TO BLK W/ (2) ,�' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 4' EMBED. 2X4 SECUREDGABLE END W/(2)12dsEA. UPRIGHT ❑ ® ❑ 2X4 SECURED TO GABLE ENG W/(2)12d ® (0"-8" O.G. SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS. o L-30 ® SIDES: ® GABLEBLOCKING 2X6 GARAGE DOOR BUCK W/ (3) TRUSS r,• 2x4 BLOCKING �'XV J -BOLTS 4' EMBEDMENT MIN. 0 EA, RAFTER W/ 2'X2'X4e WA5WER AND NUT L -3o EA. SPACED EVENLY FROM FLOOR TO RAFTER GARAGE DOOR HDR. IN JOINTS A. PRIOR TO FILLING. E RAFTER 1-2X6 PT BLOCK a CENTER OF 2x4 RAFTER DOOR HEADER WKI) VXS' J -BOLTS a 24'O.C. 4' EMBEDMENT W/ 2'X2"XYe' WASHER AND NUT 2x4 FRAMING © (TYP) GARAGE DOOR BUCK ATTACHMENT SCALE: 8 NOT USED 4- FRAMED OVERHANG N.T.S. 2X4 DBL TOP PLATE 2x4 METAL STUD 24'0.C. 1/2" DRY WALL 2X4 16' O.C. MAX 2X4 PT. 5T. PLATE 1/2' A$ W/ MIN. T' EMBEDMENT 2' DIA. WASHER 32" O.G. MAX 'Orp REBAR CONT. WOOD FRAME TO BLK. SCALE: 1/2'.11-O' SPARK ARREST e. 2'-4 1/2' PER MANUFACTURER 1X2 PT. TOP OF BOX — D1 L. TOP PLATE 2X4 STUD h II TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON O.S.B. SHEATHING OR �" CDX PLYWOOD PRE. ENG. TRUSS 1 A i LAN VIE WCALE: 1/2"=1'-®' SIMPSON H-5 (MIN.)- 6 MIND6 2X4 TO TRUSS PRE. ENG. TRUSS $P4 OR H-5 TOP PLATE TO STUDS '-& ABv. 101-0' LEvEL TO ROOF )R 2'-0' ABv. HIGHEST RIDGE WITHIN 10'-0' W SIMPSON H-5 (MIN.) a 2X4 TO TRUSS 1 CHIMNEY DETAILS PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS a lb'O.C. MAX SIMPSON LSTA-12 6 EA, JACK STUD, BOTH SIDES OF OPENING. 2x STUDS a 16" O.G. MAX W/ SHEATHING. SHEATHING TO BE WITHIN J" OF WINDOW/ DDDR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY a A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.G. STAGGERED SP4 OR H5 0 TOP AND BOTTOM PLATES a EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND TYP. EXTERIOR WINDOW/ FLR. LINE. � DOOR OPENING WD FRAMED NAILING SGHEC )LLE ROOF DIAPHRAGM USE 1/1(o' O.S.B. OR 1/2" CDX PLY WITH *8 RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND *8 RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE *8 GUN NAILS a 4' O.C. EXTERIOR SHEATHING USE x/16' O.S.B. OR 1/2" PLY WITH *S RING SHANK GUN NAILS AT 6" O.C. AT PANEL SIDES AND *S RING SHANK GUN NAILS 4" O.G. TOP 4 BOTTOM PANEL AND *8 RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. N,4IL REQUIREt-IENTS SIZE HEAD LENGTH DIA. TENSILE °VTR 8d ROUND) IODIFIED I 1/8' .113 1100 00 OR T ROUGH OPENING UP TO a' -O' 10d ROUNDI" IODIFIED 2 1/8' .128 110,000 OR T L TOP CORD BLOCKING AT 4' O.G. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. — NOTE:nN BY MEMBER OF , ..A550CIATION 1. 0,113 INCH NOMINAL SHANK DIAMETE ROOF SWEAT I G 2. RING 3. Ire TO „ RINGS - _ ■-��ll 11 4. 0,280 INCH FULL ROUND HEAD DIAMETER ...O* I 5FACING FOR G,45LE E) R SECURE 2x TO BLOCK W/ f2) &" TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 14') WITHIN 8' OF EACH ° END AND 18' O.G. MAX g m SPACING. -- " OS.B. SHEATHING OR --"o ' CDX PLYWOOD �- 2x4 BLOCKS ~� CMU WALL ARCH WINDOW FRAME A SECTION SCALE: 1/2'=I' -(h' NOTE: : TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT * OPENINGS •a RING SHANK GUN NAILS * 4' P.C. TOP 4 so"Om EDGES a PRECAST L s ROUGH OPENING UP TO a' -O' Z " a L E T-14 Pi;r:CAST SILL tda w NOTE:nN BY MEMBER OF , ..A550CIATION 1. 0,113 INCH NOMINAL SHANK DIAMETE ROOF SWEAT I G 2. RING 3. Ire TO „ RINGS - _ ■-��ll 11 4. 0,280 INCH FULL ROUND HEAD DIAMETER ...O* I 5FACING FOR G,45LE E) R SECURE 2x TO BLOCK W/ f2) &" TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 14') WITHIN 8' OF EACH ° END AND 18' O.G. MAX g m SPACING. -- " OS.B. SHEATHING OR --"o ' CDX PLYWOOD �- 2x4 BLOCKS ~� CMU WALL ARCH WINDOW FRAME A SECTION SCALE: 1/2'=I' -(h' NOTE: : TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT * OPENINGS •a RING SHANK GUN NAILS * 4' P.C. TOP 4 so"Om EDGES a s Z �'v PRE rl 11Irr-r-r-1 TRU,. MTS - 'i/16 ° 2x4 5TM. PLA' 32� c PRE ,.-,.,1� 1 -,�..- TRU35' 2X4 DBL. TOP PLATE 2X4 STUD 16 D.G. 1/16' 08.5. 1/2' A.B. W/ MIN. I' EMBEDMENT LOCATE 6'-S' FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META -16 8" CMU WALL KNEE WALL DETAIL � Ta BWU -SCALE: V 2X4X4' SECURE TO TRU55 W/ 3-12d 6'-8' O.G. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d - SECURE TO BLK W/ META -16 2'- 0" EXT: SCALE: C # 8 RING SHANK GUN NAILS 6' P.G. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) *S 2' DECK SCREW$ m 6'-8' O.G. MAX 0 EDGE6 4 12' O.G. MAX IN FIELD. UNTHREADED $HANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T 4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE -ENG. TRUSS DBL. 2X TOP PLATE 1/16' O.S.B. 2X BLOCKING Q TOP OF I/16" O.S.B. 2X STUDS 16" O.C. MAX. 2X BTM. PLATE 3/4' FLOOR'. DECKING PRE- ENGINEERED FLOOR TRUSS 2X4 a TOP 4 BOTTOM CONT. HETA-16 BLK. WALL CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK. W/ 1/4' GAP FROM BLK. TO O.S.B. O HORIZONTAL 2X S.F.F. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN d REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. SHEATHING o TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW a INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: 1/2'm 1' -0' A R C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX-407-774078 www.abdesigngroup.com AA #: 0003325 h tda w cl0 O z u m h � Sv8niv. & LOT: TUS C A SOUTH LOT #2019 PIROJICCT# 2108.009 MODEL: „2720" GARAGE SWING: LEFT PAGE: MIsc. DETAILS ARCHITECT - STATE OF FLORIDA ]DATE: 11/10/11 SCALE: 1/4"-1'-0" SHEET D 2o� F15ERGLASS SHINGLES 2x4 5LOCKING BETWEEN 2x4 BLOCKING BETWEEN OVER 1115 FELT PAPER ON TRUSSES AT FIRST TWO BAYS FIBERGLASS SHINGLES TRUSSES AT FIRST TWO BAYS OVER 1115 FELT PAPER ON 4'-0" O.G. CAT SHEATHING " D.S.B. SHEATHING OR 4'-0" O.G. (AT SHEATHING CDX PLYWOOD SECURED SEAMS) 1 O.S.S. SHEATHING OR 5 SEAMS) PER NAILING SCHEDULE CDX PLYWOOD SECURED PRE -ENG GABLE TRUSS PRE -ENG GABLE TRUSS PER NAILING SCHEDULE P.T. 1x2 W/ MTL. DRIP EDGE 2x4 NAILER MTL. DRIP EDGE-------- �CONT. 2x4 RAT RUN SECURED W/ (2) � Z, 126's a EACH TRUSS F15ERGLASS SHINGLES 2x4 SUB -BAND CONT. 2x4 RAT RUN SECURED 2x4 SUS-PAND TO BE INSTALLED e MID. POINT OF OVER 015 FELT PAPER ON ALUM. SOFFIT W/ (2)126's e EACH TRUSS " 0.5.3. SHEATHING OR �" STIFF ACID AT ALL UPRIGHTS TO 5E INSTALLED 6 MID, ALUM, SOFFIT TRUSS SPAN, OR 10'-0" O.C. MAX. CDX PLYWOOD SECURED OVER 4'-10" NIGH (SEE POINT OF TRUSS SPAN, OR STIFFBACK AT ALL SEE ENERGY CODE FORMS PER NAILING SCHEDULE SEALED ENG. FOR SIZE 4 10'-0" O.G. MAX_ UPRIGHTS OVER 4'-10" FOR INSULATION R -VALUES. CONDITION.) SEE ENERGY CODE FORMS HIGH (5EE S EALED ENG. ° GYPSUM BOARD OR PRE -ENG TRUSS SEE ENERGY CODE FORMS O.S.B. SHEATHING OR FOR INSULATION R -VALUES. IOR SIZE CONDITION.) HIGH STRENGTH CLC. FOR INSULATION R -VALUES. 16 O.S.B. SHEATHING OR 230ARD MTL. DRIP EDGE CDX PLYWOOD. ATTACHED $° GYPSUM BOARD OR CDX PLYWOOD. ATTACHED 2x4 NAILER Gyf=su I BOARD OR HIGH PER NAILING SCHEDULE ON _- HIGH STRENGTH CLC. PER NAILING SCHEDULE ON 2x4 SUB -BAND STRENGTH CLG. BOARD SHEET DS . BOARD SHEET D5 2x4,e 24" O.C. ia INTERIOR • ° CONC. FILLED LINTEL �-3L�K �� 4 . A iGNEE WALL VENTED ALUM. SOFFIT '/8 THICK, 3 COAT CEMENT CONC. FILLED LINTEL BLK y8" THICK, 3 GOAT GEMENT W/ (1) 05 RESAR CONTINUOUS PLASTER OVER GRADE W/ (1) 1"5 RE5AR CONTINUOUS PLASTER OVER GRADE tCONC. FILLED LINTEL BLK M DPRECAST LINTEL "D" FELT PAPER BACK R -4 "D" FELT PAPER BACK W/ (I) 05 RE13AR CONTINUOUS E BE. STRAP VERIFY W/ METAL LATH OVER .2 BATT. INSUL. METAL LATH OVER TRUSS PLAN R-4.2 5ATT. INSUL. APPROVED HOUSE WRAP PRECAST LINTEL APPROVED HOU5E WRAP PRECAST LINTEL WINDOW ATTACHMENT AS OR GRADE "D" WINDOW ATTACHMENT AS FELL OR GRADE "D" FELT WINDOW ATTACHMENT AS �--- THICK, 2 COAT CEMENT PER MANUFACTURES PAPERPERMANUFACTURES PAPER PER MANUFACTURES PLASTER APPLIED SPECIFICATIONS WEEP SCREED SPECIFICATIONS WEED- SCREED SPECIFICATIONS DIRECTLY t0 MASONRY PRECAST SILL (SEE DETAIL. 2) PRECAST SILL (SEE DETAIL 2) SECURE GABLE TO 2x� P.T. PRECAST SELL SECURE GABLE TO 2x(o P.T. #5 REBAR VERTICALLC1) �5 REBAR VERTICALLY �� 71),15 REBAR VERTICVERTICALLYW/ CONC. POUR CELL PLATE W/ 12d s 8 O.C. MAX W/ CONC. POUR CELL PLATE W/ 126's S" O.C. MAX W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS SECURE 2xro PT. PLATE TO 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO 1x2 P.T. FURRING STRIPS 1O.G. I � (o 11 O.C. IG -7 O.C. 51-< W/ x9 ANCHOR BOLT W/ LK W/ x9 ANCHOR BOLT W/ 2" WASHER SET IN 5IMPSON 2" WASHER SET IN SIMPSON 8" CMU S CMU 8 CMU I " I HIGH STRENGTH EPDXY 1 " HIGH STRENGTH EPDXY �` . I �� GYP. W . . � �� 1/2 G P L BD 1/2 GYP. WL. BD. 1/2 GYP. WL. i3D. -WOOD BASE WOOD BASE EMBED. MIN. 6 32" OC MAX. WOOD BASE EMBED. MIN. i 32 OC MAX. "THICK, 2 COAT CEMENT dd d "THICK, 2 COAT CEMENT d -0 PLASTER APPLIED t--- PLASTER APPLIED d d . d TO MASON Y d 4 d .4 DIRECTLYR 4 IREC7LY TO MASONRY -0d d -0 D -0d d d o 4 I -STORY GABLE I -STORY 1 -STORY GABLE W/ VAULT CLG. BLOCK WALL BLOCK WALL 1 B LOCK WALL SCALE: 3/4" =1' -0" SCALE: 3/4" =1' -0" SCALE. 3/4 2X4: ® 2X4: CM SECURE tO BLOCK W/ 2X 4. ® 3,{a" SECURE to BLOCK W/ 3/(b' SECURE TO BLOCK W/Yd" TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y49 MIN. EMBEDMENT 1 Y4"1 MIN. EMBEDMENT I Y4') WITHIN S" OF EACH END d WITHIN S' OF EACH END t WITHIN S" OF EACH END < 1S' O.C. MAX SPACING. 1S" O.G. MAX SPACING. 18' O.C. MAX SPACING. 8 CMU 2X(o: 2Xb: ® 2X8: Yz" DRYWALL SECURE TO BLOCK W/2-�," NOTE: StRUGTURAL 2X MUST SECURE TO BLOCK W/2-3�W6" SECURE TO BLOCK W/1-1/4" NOTE: STRUCTURAL 2X MUST 1`X4' OR 1'X2" P.T. NAILER TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN THROUGH OU OUTSIDE ¢SECURED THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE J45 THROUGH NONI STRUCTURAL 1x4 PIT. OR %'X4" MIN. SECURE MI NN. SHANK SIZE .145 3 " EM TAPCON MIN. I B MIN. HEAD SIZE .300 .f6 TAPGON MIN. 1-Y4' MIN. HEAD SIZE 30rp THROUGH NON-STRUCTURAL MIN. HEAD SIZE .300 EMBEDMENT INTO BLOCK. El INTO THRU FRAME t EXTEND 1 Ya' MIN. EMBEDMENT 1 Yd') EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4') %j," TAPCON MIN. I V MIN. EMBEDMENT 1 Y¢`} BLOCK PIN/ 'i%,' TAPCONS WITHIN S' OF EACH END < " CMU WITHIN S' OF EACH END d EMBEDMENT INTO BLOCK. WITHIN S' OF EACH END 4 " CMU 1/I6„ n 0.5.5. OR CDOR DRIVX (MIN. SHANK SIZE .145 18 O.C. MAX SPACING. " DRYWALL 18" O.C. MAX SPACING. S, CMU 18" O.C. MAX SPACING. 'DRYWALL MIN. HEAD SIZE .300 ZX$: ® 2X8: � " 2X8: TYVEK BUILD INCA WR:4P SECURE TO BLOCK W/2-,(� 1'X4" OR I"X2" P.T. NAILER ka DRYWALL SECURE TO BLOCK W/1-1/4" 1'X4' OR 1"X2" P.T. NAILER MIN. EMBEDMENT 1-Y.," 3 " SECURE TO BLOCK W/2-3/(ib' 1'X4' OR I'X2" P.T. NAILER WITHIN 8` OF EACH END 4 18' TAPCONS OR DRIVE PIN W� O.S.B. X 4 MIN. TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 7($' O.S.B. X 4" MIN. PAPER BACK O.G. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 GALD MTL. LATH DOOR CASING DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER MIN. EMBEDMENT 1 Ya") ATTACH TO 2X PER MIN. EMBEDMENT I Y� 1 n DOOR JAMS OR WINDOW WITHIN S' OF EACH END : WITHIN 8 OF EACH END t WITHIN B' OF EACH END < ATTACH TO 2X PER TEXTURED MANUFACTURES DETAILS ATTACH TO 2X PER IS' O.C. MAX SPACING. .ANUFACTURES DETAILS. 18" O.G. MAX SPACING. MANUFACTURES DETAILS. 1S" O.C.oCMAX SPACING. MA FINISH WOOD MANUFACTURES DETAILS. WOOD WEEP SCREED NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4"1 NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDEDTO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yo") CONSTRUCTION DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/1,6" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3-7/16" ,I I+1-15 16 WINDOW TO BLOCK +3 WINDOW TO BLOCK +3-7 16" 0- WINDOW TO BLOCK +3/4 OR +5. 4 WINDOW TO BLOCK (� C E SCALE: 1 •, 0 `-' SCALE: , •, -0 c" SCALE: I' m I'-0' SCALE: I"• I'-0' " • � 2X4: ® 2X4: CM CM 2X4: " 2X4: S CMu SECURE TO BLOCK W/ 3,f6 SECURE TO BLOCK W/ 3/(6" SECURE TO BLOCK W/ g.(6 SECURE TO BLOCK W/Ya" TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN �� (M IN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 1/2 TEXTURED MIN. HEAD SIZE .300 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 FINISH o MASONRY MIN. EMBEDMENT I Y49 MIN. EMBEDMENT 1 Yd") MIN. EMBEDMENT I Y.e') MIN. EMBEDMENT 1 Y49 t/ WITHIN S' OF EACH END t WITHIN S' OF EACH END : WITHIN S' OF EACH END NOTE: STRUCTURAL 2X MUST WITHIN S' OF EACH END E 18' O.C. MAX SPACING. 1S' O.C. MAX SPACING. 18" O.G. MAX SPACING. BE ON OUTSIDE !'SECURED 18' O.C. MAX SPACING. THROUGH NON-STRUCTURAL 2X6: ® 2Xh: ® 2X6: ® %6' TAPCON MIN. i-)//" 2X6: CEM SECURE TO BLOCK W/2-%' SECURE TO BLOCK W/2-- W6' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-3%&' EMBEDMENT INTO BLOCK. SECURE TO BLOCK W/1-1/4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE t SECURED TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST SCREED (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 8' CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED WEEP ►J C R E E L MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 3/(6' TAPCON MIN. 1-)/4" MIN. HEAD SIZE 300 h' DRYWALL MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. EMBEDMENT I Yd") MIN. EMBEDMENT I Ya") EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Y4"1 1"X4' OR 1'X2' P.T. NAILER MIN. EMBEDMENT 1 V) %b' TAPCON MIN. I -Y4" WITHIN S' OF EACH END 4 WITHIN S' OF EACH END E " WITHIN S' OF EACH END 4 WITHIN S' OF EACH END EMBEDMENT INTO BLOCK. DETAIL WO T O 18' O.C. MAX SPACING. 18' O.C. MAX SPACING. S CMU 1S" O.C. MAX SPACING. 2ND 2X SECURE TO 18' O.G. MAX SPACING. , 8" CMU kl DRYWALL STRUCTURAL MEMBER W/(2)12d 8 CMU 2X8: ® 2X8: ® 2X8: ® 2XS: ® S�' DRYWALL BLOCK CONNECTION '" DRYWALL SECURE TO BLOCK W/2-%' 1X4` X l'X2" P.T. NAILER SECURE TO BLOCK W/2 -3f&* WITHIN S' OF EACH END 4 (C+" SECURE TO BLOCK W/1-1/4` , , SECURE t0 BLOCK, W/2-�(b 1"X4" OR 1'X2" P.T. NAILER' I P.T. X 4 MIN. TAPCONS OR DRIVE PIN TO 8 D.G. MAX TAPCONS OR PRIME PIN I X4 OR I X2 P.T. NAILER TAPCONS OR DRIVE PIN TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .145 1" P.T. X 4' MIN. SCALE: 1 I/2 ° =1' -0° (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 `'--DOOR CASING MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 DOOR CASING MIN. EMBEDMENT I Yd") POOR JAMB OR WINDOW DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Ya"1 MIN. EMBEDMENT 1 Yd"} MIN. EMBEDMENT I Ya'} ATTACH t0 2X PER ATTACH TO 2X PER ATTACH TO 2X PER POOR JAMB OR WINDOW WITHIN S' OF EACH END t MANUFACTURES DETAILS. WITHIN 8' OF EACH END E MANUFACTURES DETAILS. WITHIN S" OF EACH END B MANUFACTURES DETAILS. IS' O.C.S" OF EACH END < ATTACH t0 2X PER IS" Q.C. MAX SPACING. IS" O.C_ MAX SPACING. IS O.C. MAX SPACING. 18 O.MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y¢9 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya') 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 +3" DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +1-1/2" WINDOW TO BLOCK +2 1/4" �j WINDOW TO BLOCK +3" H WINDOW TO BLOCK +3 3 4" SCALE: I 1' -Ia" SCALE: 1"=1'-0' 1 SCALE: V - V-0' SCALE: 1"-1'-0' A R C H I T E C T S �� 1441 N. RONALD REAGAN BLVD., LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 h w w w �t a Q q u m � A 61 i SVIBIDIVi ift. .OI1i TUSCA SOUTH LOT #2019 PROJECT# 2108.009 ODIEL- "2 20" GARAGE SWING: LEFT PACE: MONOLITHIC 1 -STORY WALL SECTIONS & NOTES ARCHITECT: STATE OF FLORIDA PRINT DA'Z'E: 11 10 11 SCALE: 1/4"-1'-0" _..., ,...._....i. F15ERGLA66 5HINGLE5 FIBERGLASS SHINGLES OVER 1*15 FELT PAPER ON OVER 1115 FELT PAPER ON ----2x4 BLOCKING BETWEEN 0.5.5. SHEATHING OR 1/16" 0.5.5.5HEATHING OR ....... TRUSSES AT FIRST TWO BAYS CDX PLYWOOD SECURED CDX PLYWOOD SECURED 4'-0" O.G. (AT SHEATHING 5EAM5) PER NAILING SCHEDULE PER NAILING SCHEDULE PRE -ENG TRU55MTL- DRIP EDGE —PRE -ENG GABLE TRUSS 00 2x4 SUB -BAND CONT. 2x4 RAT RUN SECURED MTL- DRIP EDGE 5EE ENERGY CODE FORMS -s EACH TRUSS /� W1 (2)126's FOR INSULATION R -VALUES. ALUM. SOFFIT 2x4 SUB -BAND" GYPSUM BOARD OR 2 -STIFF5ACK AT ALL VENTED ALUM. HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10" SOFFIT BOARD HIGH (SEE SEALED ENG. DOUBLE TOP PLATE TWIST STRAP VERIFY W1 FOR SIZE 4 CONDITION) SEE ENERGY CODE FORMS WINDOW HEADER SIZE TRUSS PLAN SECURE 2x4 PLATE TO FOR INSULATION R -VALUES. VARIES PER WINDOW WALL W1 li"x(o" THRU-50LTS OPENING SEE HEADER Q 32" O.C. MAX THEN GYPSUM BOARD OR SPAN CHART FOR SECURE GABLE TO 2x4 HIGH STRENGTH CLG. DETAILS WINDOW ATTACHMENT AS PLATE W1 126's (5" O.C. MAX BOARD 0.5.5. SHEATHING OR ;it PER MANUFACTURES OR CDX PLYWOOD. SPECIFICATIONS SECURE GABLE TO DBL DOUBLE TOP PLATE ATTACHEDPER NAILING WINDOW 5ILL TOP PLATE W1 5IMP5ON D5. 2x Q 24" D.G. MAX SCHEDULE ON SHEET DWINDOW ATTACHMENT AS 2x STUDS 6 I(o " O.C. MAX W1 WINDOOW HEADER SIZE R-11 BATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER 7/5" THICK, 3 COAT CEMENT OPENING SEE HEADER SPAN SPECIFICATIONS PLASTER OVER GRADE T 4 G SUeFLOOR GLUED CHART FOR DETAILS WINDOW SILL "D"" FELT PAPER BACK AND NAILED AS PER 0.5.5. SHEATHING OR METAL LATH OVER NAILING SCHEDULE CDX PLYWOOD. 2x STUDS 0) 16" O.C. MAX W1 APPROVED HOUSE WRAP R-11 BATT. INSUL. MIN, OR GRADE `D" FELT ATTACHED PER NAILING PAPER SCHEDULE ON SHEET Z-.>5 T 4 G SUBFLOOR GLUED NOTE: SHEATHING MUST THICK, 3 COAT CEMENT AND NAILED AS PER PLASTER OVER GRADE NAILING SCHEDULE NOT BREAK 11-01, MIN. "r)" FELT PAPER 5ACK FROM 2ND FL R LINE PRE -ENG FLOOR TRU55 METAL LATH OVER 2x4 CONT. S TOP AND (INSTALL PER MFG. SPECS.) APPROVED HOUSE WRAP 5T, OF FLR TRU55 (TOP OR GRADE 11r-.)" FELT 2x4 SUPPORTS 5T GYPSUM BOARD OR PAPER PLATE OF 2ND FLR, 5T. HIGH STRENGTH CLG. 2x4 18 FOR WALL BOARD NOTE; SHEATHING MUST PRE -ENG FLOOR TRU55 SHEATHING NAILER) CONC. FILLED LINTEL 5L< NOT BREAK -0 MIN. (INSTALL PER MFG. SPECS.) W1 (I) #5 RE5AfR CONTINUOUS FROM 2ND FLR LINE GYPSUM BOARD OR a WEEP SCREED R-4,2 BATT. INSUL. 2x4 CONT. e TOP AND HIGH STRENGTH CLG. (SEE DETAIL 2A) 5T. OF FLR TRUSS (TOP BOARDEM5ED. STRAP VERIFY PRECAST LINTEL 2x4 SUPPORTS 5T CONC. FILLED LINTEL 5LK W1 TRUSS PLAN WINDOW ATTACHMENT AS PLATE OF 2ND FLR, 5T. W/ (1):05 RE5AR CONTINUOUS PER MANUFACTURES 2x4 15 FOR WALL �"THICX, 2 COAT CEMENT SPECIFICATIONS SHEATHING NAILER) PRECAST L INTEL PLASTER APPLIED L PRECAST SILL WEEP SCREED WINDOW ATTACHMENT AS DIRECTLY TO MASONRY (1):05 RE5AR VERTICALLY (SEF DETAIL 2A) PER MANUFACTURER W1 CONC. POUR CELL SPECIFICATIONS 1x2 F.T. FURRING STRIPS PRECAST SILL O.C. EM5EL--). STRAP VERIFY 2—STORY (1) 05 RE5AR VERTICALLY W/ TRUSS PLAN all Cmu W1 CONC. FOUR CELL FIRST FLOOR LO1/2" GYP. WL. 5D. 2"THIC<, 2 COAT CEMENT Ix2 F.T. FURRING STRIPS BCK SECOND WOOD BASE PLASTER APPLIED e 1& 11 O.C. DIRECTLY TO MASONRY FLOOR FRAME all c'Mu SCALE: 3/4"=l'-0"d� � � 2—STORY GABLE 1/2" GYP. WL. 5D, WOOD 5,45E FIRST FLOOR BLOCK SECOND FLOOR FRAME IA SCALE: 3/411=1' -0" 0.5.5. SHEATHING OR CDX 2x STUDS l(o" O.C. MAX W1 PLYWOOD, ATTACHED FER R-11 5ATT. IN5UL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS a) lb" O.C. MAX W1 OR �11'CDX OS R-11 BATT. INSUL. MIN. T 4 G5U5FLOOR GLUED TYvE< BUILDING WRAf= 4 AND NAILED AS PER 9"THICK, 3 GOAT CEMENT T 4 G SU5FLOOR GLUED NAILING SCHEDULE PLASTER APPLIED TO METAL AND NAILED AS PER PAPER BACK LATH OVER 2 LAYERS OF NAILING SCHEDULE GALVT--) 'ITL. LATH ' TEXTURED ��FINISH 6 WOOF,) GRADE D 5UILDING PAPER OR PAPER 5ACKED LATH OVER AN APPROVED HOUSE WOOD WEEP SCREED WRAP CONSTRUCTION 2x4 CONT. a TOP AND 5T. OF (L ----- ----------- ---- FLR TRUSS (TOP 2x4 1: J SUPPORTS 5T PLATE OF 2NF-) PRE -ENG FLOOR TRU55 FLR, 5T. 2x4 15 FOR WALL PRE -ENG FLOOR TRUSS —51, cmu SHEATHING NAILER) 5IMPSON HETA-Ila EMBED. WEEP SCREED GYPSUM BOARD OF, 1211 1/2" TEXTURED ia STRAP e 32" C.C. MAX VERIFY (SEE DETAIL 2A) HIGH STRENGTH CLG. FINISH MASONRY W1 TRUSS PLAN BOARD EMBED. STRAP VERIFY CONC. FILLED LINTEL 5L< GYPSUM BOARD OR W1 TRU55 PLAN W1 (1) 05 RE5AR CONTINUOUS HIGH STRENGTH CLG. BOARD 2"THICX, 2 COAT CEMENT PLASTER ADPL [ED WEEP SCREED DIRECTLY TO MASONRY DETAIL 0) WOOD TO FLOOR CONNECTION AT PARALLEL/ 2 PERPENDICULAR PRE—ENG FLOOR TRUSS LOCK CONNECTION SCALE.- 3/411=11-011 SCALE: 1 1/211=11-011 rA R C H IT E C T Design Isig Group,,. O 1 1441 N. RONALD REAGAN E LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.cor AA #: 0003325 sulaDiv. a LW01%. TUSCA SOUTH LOT #2019 PFtOJECT# 2108.009 MODEL& - J) 2720" GARAGE SWING: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT. STATE OF FLORIDA IDAT32: 11 /10 /11 SCALE: 1/4"=I'-4" SHEET D 4 O1 2% 2 Q) w 64 (P L iLLI sulaDiv. a LW01%. TUSCA SOUTH LOT #2019 PFtOJECT# 2108.009 MODEL& - J) 2720" GARAGE SWING: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT. STATE OF FLORIDA IDAT32: 11 /10 /11 SCALE: 1/4"=I'-4" SHEET D 4 O1 2% 2 *NOTE: N,4IL 5HEATHING TO ,4LL 2X 45 FER EXT. 5HE,4THING N,4ILING, 56 4" O.C. MAX EDGE5 4 (o" -S" O.C,. M,4X IN THE FIEL�,) PRECAST HEADER(MIN) (> DBL. TOP PLATE 2X4 16' O.C. MAX, SECURE 2X4 TO WOOD W/2-1201 0 6'-8' O.C. STAGGERED SECURE 2X4 W/ 2-N& TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Ya" W/IN 8' EA. END NOT TO EXCEED 16'0.C. MAX 2X4 SOLID BLOCKING SECURE TO SHEATHING WITH MIN. 2-12d PER BLK. EA. END ; EXTERIOR ARCHWAY SCALE: 1/2"=1'-0" CMU WALL ARCHWAY DETAIL 1 16" AND UNDER SCALE: 1/2' ■ 1' -(Z1' �J X. 0.5-6. OR g' PLYWOOD SHEATHING 0 015 BLDG. FELT Q 24- WIDE 26 GA. GALVANIZED METAL FLASHING 4t� MUST ADD D19?0, 36" WIDE AND AND MUST BE A MIN 24' WIDE METAL. 5 FIBERGLASS SHINGLES PR -FAB TRUSS 1/2' CLG. BOARD 4 TEXT. SIMPSON SP42X4 DBL. TOP PLATE * EVERY 1/2' DRYWALL OTHER STUD T2X4 WOOD STUDS+I6' U.N.O. ON TRUSS PLAN 2X4 CONT. STRESS .,—BLOCKING MID -WALL -2X4 PT. PLATE SIMPSON 6P4 0 32' O.C. MAX 1/2'X9' A.B. 32' O.C. t' EMBEDMENT ir ° CONC. SLAB 2 +'5's CONT. 1 -STORY �INITI�'.BllEARING WALL8ALE:1/2'=1'-0" NOTE: FOR WALLS UJ/NO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT fNSTALL CONNECTORS. 2X4 50LIC BLOCKING SECURE TO SHEATHING WITI- MIN. 2-12d PER BLK. EXTERIOR ARCHWAY EA. END WITH WINDOW SCALE: 1/2"■ I'-0" PRECAST HEADER(M IN)__L� �v 2 X 4 (MIN 2 X 31 I-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 7w� S' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4") S' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X S (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE 300 1/16' 085 SHEATHING MIN EMBEDMENT 1 1/4') 2X4 Ka" O.C. MAX. 8' FROM EACH END AND 1S" (WHEN OVER Ib" IN HEIGHT.1 O.C. MAX. MIN 1-1/4' EMBEDMENT 2X4 50LID BLOCKING SECURE TO SHEATHING W/ MIN. 2-12d PER BLK. EA. END ARCgWAY DETAIL 4 16 AND UP SCALE: 1/2"=1'-O' /CLOSED VALLEY FLASHING DETAIL N.T.S. PRE -ENG TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS 0 16" O.C. MAX J' t 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE IST FLOOR STUDS TO 2ND FLOOR STUD$ SIMPSON MSTA-36 G 32" O.C. MAX PRE -ENG FLOOR TRU55 DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS m I6" P.C. MAX 1/2' GYP. WL. BD. SECURE GT. PLATE TO SLAB W/ 4'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMP50N HIGH STRENGTH EPDXY *1' EMBED. MIN. 8IMPSON 5P4 lm 32' O.C. MAX ►� INT. 2 -STORY L.B.W. SCALE: 1/2"=1'-0" PRE -ENG TRUSSES OR CONY. FRAMED RAFTERS " 0.6.5. SHEATHING OR CDX PLYWOOD SECURED PER NAILING: SCHEDULE 2x4 BLOCKING UNDER - WALL STUDS SCURF BETWEEN TRUSS BAYS W/ (3) 12d's EACH END 2x DOUBLE TOP PLATE - STUDS a 16 ' O.G. - MTS -12 a EVER STUD - 2X4 BT. PLATE - DORMER (�)�TT ACHMENT LE: I/2"=1'-0' *NOTE: NO GAP 9 WDW FRAME TO EXCEED 1/4' ARCHWAY DETAIL A CUTAWAY $GALE: 1/2'=V-0" 2 X 4 (MIN 2 X 3) I-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 1S' EXISTING SLK ABV. O.C. MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 1/S" TEXTURED FINISH OR DRIVE PIN (MIN SWANK 5IZE.145 MIN HEAD SIZE 300 7/16' OSB SHEATHING MIN EMBEDMENT 1 1/49 2 X 4 16" O.G. MAX. S' FROM EACH END AND 1S' (WHEN OVER, 16' IN HEIGHT.) O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16' 2 X 8 (MIN 2 X 3) 2-3/1(p TAPCON 16' IN HEIGHT) OR DRIVE PIN (MIN SWANK SIZE.145 2 X SOLID BLK'G 6 ARCH MIN HEAD SIZE 300 SECURE W/2 -12d EACH END MIN EMBEDMENT 1 1/4'1 6' FROM EACH END AND 10' ATTACHMENT PER O.C. MAX. MIN 1-1/4' EMBEDMENT MANUFACTURER'S SPECS. MTL WDW FRAME 1/4" TEMPERED MA50NITE *NOTE: NO GAP 6 WPW FRAME GLUE 4 NAIL W/Sd'S S'-12' O.G. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL CUTAWAY SCALE: 1/2"=I'-0" ASPHALT SHINGLES OVER p 15 FELT ON 1/1V O.S.B. PRE -ENG GABLE TRUSS SPF 5TIFF5ACK (SEE 5EALD ENG. PACK FOR SIZE 4 CONNECTION) 2x4 5P'F BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT SHEATHING SECURED W1 (2) 12d'a a EACH TRU55 (2) 2x4 "2 S.Y.P. DIAGONAL BRACE W/ (3) 12d'a 0 EACH TRUSS (DIAGONAL X -BRACING TO COVER 5 -TRUSSES GYPSUM BOARD OR HIGH 5TRENGTH CLG. NOTE: BOARD DIAGONAL BRACE CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE A ANY SPAN I5'-0" OR GRATER REFER TO TRU55 ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0' t0 30'-0' (1) X -BRACE 30'-1' TO 60'-0' (3) X -BRACE (1) X -BRACE * CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END GABLE Xy -BRACING SCALE: 2x RIDGE ONE 81ZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) 10ci GUN NAILS Ixb COLLAR TIE AT EVERT 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 MTS -12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE -ENG TRUSSES - PRE -ENG. TRUSS ALTERNATE CONNECTION MSTA-24 RAFTER TO BLK'G BETWEEN TRUSSES CONV. FRAMED ROOF ac LE 0'-0' TO 30'-0" (1) 'X' BRACE 30'-1' t0 60'-0' (3) 'X' BRACE (I 'X' BRACE v CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER —' - 0 15 FELT ON '1116' O.S.B. (2) 2X4 02 SYS° DIAGONAIL BRACE ---� W/ 3-12d 0 EA TRU55 ( DIAGONAIL BRACE TO COVER 5 -TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 106 NAILS EA END TO TRUSS SPF STIFFBACK (SEE 5EALD ENG. PACK FOR SIZE 4 CONNECTION) - 1116" OSB SHEATHING USE 801 NAILS At 4" o.c. EDGE 4 (W o.c. FIELD 2X4 W/ 3/8" X 5 LAG 032' O.G. MAX. OR SIMPSON MSTA-24 0 32' O.C. MAX. SHEATHING NAILING TO BE 6'-S' O.G. IN FIELD 4' O.C.AALL EDGES LU/5d NAILS DBL 2X(o ABLE END C SCALE: FINISH 6 LANpING 3/4" PLYWOOD F.F. TRU55 24' oz. 1/2' CLG. BOARD NAIL CONT, RAT RUN TO TRU55 W/ (2) 12d 0 EA. TRUSS 2X4 5YP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16" O.C. MAX. 12" z 3/4" FLYWDOD WITH LANDING DETAIL 4 12-p COMMONS N,41LED THRU 3/4" FINISHLANpfNC PLYWOOD INTO 3/4" PLYWOOp F.F. EACH STRINGER 3-2x12 5''1 P STRINrGER D5L 2X12 2X12 TRE,4p REINFORCED W/2X4 5PF © DDS? JOf BT CUT TO FIT W/CONT. 5EAC) OF 1X8 RISER 5u5_FLOOR 110, ISL -400 OR SIMILAR � E,4 HORIZONTAL RUN L ��W SECURE TREADS TO STRINGER W/(3)108 3" SCREWS e E,4 STRINGER, UNTHREADEp SHANK TO EXTEND 5EYON) THICKNESS OF 5U5 -FLOOR 5HE,4THING NOTE 5TAIR5 R15ER5 TO CONFORt TO FSC 2001 N 1115 UPLIFT SIMP50M HTSM20 W110 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 TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE -ENG TRU55 CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2" APART TRUSS ANCHOR RETROFIT N.T.5. 36" MIN. FINISH WINDER DETAIL LESS TH,4N 4" TYF, BETWEEN SPINDLES �NANp RAIL '1/2" DRYW. 1X10 I " NOB ING 2R+1T=24"-25" (3) 10d CUT NAILS 3/16" M,4X. VARIATION IN RISERS/TREADS 2X4 R.T. m < ApJACENT TO E,4CH OTHERSLEEPER INTO r 3/8" M,4X. VARIATION IN ANY FIBER/TREAD SL_,45 HANC)RAIL CIRCULAR CROSS SECTION DIA. TO BE 13/411 +-1/4" OR PROVIDE EQUIVALENT GRA5F'A5IL ITV �- WINUER5- MIN. (0" WIDE R NARROW END e - MIN. 11" WIpT�H Q 12 FROM N,4RROW ENZ7 34" MIN. HANDRAIL HGT. STAIR SECTION DETAILS A R C H IT E C T S Design group ine. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.$ bdesigngrou p.cam AA #: 0003325 L~ DBL. TOP PLATE 2 X 4 (MIN 2 X 3) 1-3/fro TAPCON W OR DRIVE PIN (MIN SHANK 51ZE.148 SECURE 2 X RIP TO FIT MIN HEAD SIZE 300 DBL. TOP PLATE W/2 -12d5 6"-$' O.C. MAX. MIN EMBEDMENT 1 1/4') 2X4 16- O.C. MAX. 1/8' TEXTURED FINISH S' FROM EACH END AND IS' "1/16' 0513 SHEATHING O.G. MAX. MIN 1-1/4' EMBEDMENT ! Q 2 X 4 I6' D.C. MAX. 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 6 (WHEN OVER 16' IN HIECsHT.) OR DRIVE PIN (MIN SWANK SIZE.145u SECURE 2X4 W/ 2-%' 2 X 4 (WHEN OVER 16' IN HIEGHT.) MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4')1/4' TAPCONS OR DRIVE PIN to TEMPERED MASONITE S' FROM EACH END AND IS' (MIN. SHANK SIZE HEAD SIZE 3000 0MIN. MIN. GLUE 4 NAIL W/Sd'S $"-12' O.C. O.C. MAX. MIN 1-1/4' EMBEDMENT EMBEDMENT I Y4' W/IN S' C IF NEEDED. 2 X S (MIN 2 X 3) 2-3/16 TAPCON (f7 EA. END NOT TO EXCEED BNP-LYUJOno 2 X SOLID BLKG � ARCH OR DRIVE PIN (MIN SWANK SIZE.145 18' O.G. MAX SECURE W/2-1201 EACH END MIN HEAD SIZE 300 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4') SECURE TO SHEATHING W1 V11'1/16' ATTACHMENT PER MIN. 2-12d PER BLK. EA. END MANUFACTURER'S 5PEC'S. S' FROM EACH END AND 18' O.G. MAX. MIN 1-1/4' EMBEDMENT OSB SHEATHING MTL WDW FRAME DBL. TOP PLATE 2X4 16' O.C. MAX, SECURE 2X4 TO WOOD W/2-1201 0 6'-8' O.C. STAGGERED SECURE 2X4 W/ 2-N& TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Ya" W/IN 8' EA. END NOT TO EXCEED 16'0.C. MAX 2X4 SOLID BLOCKING SECURE TO SHEATHING WITH MIN. 2-12d PER BLK. EA. END ; EXTERIOR ARCHWAY SCALE: 1/2"=1'-0" CMU WALL ARCHWAY DETAIL 1 16" AND UNDER SCALE: 1/2' ■ 1' -(Z1' �J X. 0.5-6. OR g' PLYWOOD SHEATHING 0 015 BLDG. FELT Q 24- WIDE 26 GA. GALVANIZED METAL FLASHING 4t� MUST ADD D19?0, 36" WIDE AND AND MUST BE A MIN 24' WIDE METAL. 5 FIBERGLASS SHINGLES PR -FAB TRUSS 1/2' CLG. BOARD 4 TEXT. SIMPSON SP42X4 DBL. TOP PLATE * EVERY 1/2' DRYWALL OTHER STUD T2X4 WOOD STUDS+I6' U.N.O. ON TRUSS PLAN 2X4 CONT. STRESS .,—BLOCKING MID -WALL -2X4 PT. PLATE SIMPSON 6P4 0 32' O.C. MAX 1/2'X9' A.B. 32' O.C. t' EMBEDMENT ir ° CONC. SLAB 2 +'5's CONT. 1 -STORY �INITI�'.BllEARING WALL8ALE:1/2'=1'-0" NOTE: FOR WALLS UJ/NO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT fNSTALL CONNECTORS. 2X4 50LIC BLOCKING SECURE TO SHEATHING WITI- MIN. 2-12d PER BLK. EXTERIOR ARCHWAY EA. END WITH WINDOW SCALE: 1/2"■ I'-0" PRECAST HEADER(M IN)__L� �v 2 X 4 (MIN 2 X 31 I-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 7w� S' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4") S' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X S (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE 300 1/16' 085 SHEATHING MIN EMBEDMENT 1 1/4') 2X4 Ka" O.C. MAX. 8' FROM EACH END AND 1S" (WHEN OVER Ib" IN HEIGHT.1 O.C. MAX. MIN 1-1/4' EMBEDMENT 2X4 50LID BLOCKING SECURE TO SHEATHING W/ MIN. 2-12d PER BLK. EA. END ARCgWAY DETAIL 4 16 AND UP SCALE: 1/2"=1'-O' /CLOSED VALLEY FLASHING DETAIL N.T.S. PRE -ENG TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS 0 16" O.C. MAX J' t 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE IST FLOOR STUDS TO 2ND FLOOR STUD$ SIMPSON MSTA-36 G 32" O.C. MAX PRE -ENG FLOOR TRU55 DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS m I6" P.C. MAX 1/2' GYP. WL. BD. SECURE GT. PLATE TO SLAB W/ 4'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMP50N HIGH STRENGTH EPDXY *1' EMBED. MIN. 8IMPSON 5P4 lm 32' O.C. MAX ►� INT. 2 -STORY L.B.W. SCALE: 1/2"=1'-0" PRE -ENG TRUSSES OR CONY. FRAMED RAFTERS " 0.6.5. SHEATHING OR CDX PLYWOOD SECURED PER NAILING: SCHEDULE 2x4 BLOCKING UNDER - WALL STUDS SCURF BETWEEN TRUSS BAYS W/ (3) 12d's EACH END 2x DOUBLE TOP PLATE - STUDS a 16 ' O.G. - MTS -12 a EVER STUD - 2X4 BT. PLATE - DORMER (�)�TT ACHMENT LE: I/2"=1'-0' *NOTE: NO GAP 9 WDW FRAME TO EXCEED 1/4' ARCHWAY DETAIL A CUTAWAY $GALE: 1/2'=V-0" 2 X 4 (MIN 2 X 3) I-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 1S' EXISTING SLK ABV. O.C. MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 1/S" TEXTURED FINISH OR DRIVE PIN (MIN SWANK 5IZE.145 MIN HEAD SIZE 300 7/16' OSB SHEATHING MIN EMBEDMENT 1 1/49 2 X 4 16" O.G. MAX. S' FROM EACH END AND 1S' (WHEN OVER, 16' IN HEIGHT.) O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16' 2 X 8 (MIN 2 X 3) 2-3/1(p TAPCON 16' IN HEIGHT) OR DRIVE PIN (MIN SWANK SIZE.145 2 X SOLID BLK'G 6 ARCH MIN HEAD SIZE 300 SECURE W/2 -12d EACH END MIN EMBEDMENT 1 1/4'1 6' FROM EACH END AND 10' ATTACHMENT PER O.C. MAX. MIN 1-1/4' EMBEDMENT MANUFACTURER'S SPECS. MTL WDW FRAME 1/4" TEMPERED MA50NITE *NOTE: NO GAP 6 WPW FRAME GLUE 4 NAIL W/Sd'S S'-12' O.G. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL CUTAWAY SCALE: 1/2"=I'-0" ASPHALT SHINGLES OVER p 15 FELT ON 1/1V O.S.B. PRE -ENG GABLE TRUSS SPF 5TIFF5ACK (SEE 5EALD ENG. PACK FOR SIZE 4 CONNECTION) 2x4 5P'F BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT SHEATHING SECURED W1 (2) 12d'a a EACH TRU55 (2) 2x4 "2 S.Y.P. DIAGONAL BRACE W/ (3) 12d'a 0 EACH TRUSS (DIAGONAL X -BRACING TO COVER 5 -TRUSSES GYPSUM BOARD OR HIGH 5TRENGTH CLG. NOTE: BOARD DIAGONAL BRACE CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE A ANY SPAN I5'-0" OR GRATER REFER TO TRU55 ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0' t0 30'-0' (1) X -BRACE 30'-1' TO 60'-0' (3) X -BRACE (1) X -BRACE * CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END GABLE Xy -BRACING SCALE: 2x RIDGE ONE 81ZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) 10ci GUN NAILS Ixb COLLAR TIE AT EVERT 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 MTS -12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE -ENG TRUSSES - PRE -ENG. TRUSS ALTERNATE CONNECTION MSTA-24 RAFTER TO BLK'G BETWEEN TRUSSES CONV. FRAMED ROOF ac LE 0'-0' TO 30'-0" (1) 'X' BRACE 30'-1' t0 60'-0' (3) 'X' BRACE (I 'X' BRACE v CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER —' - 0 15 FELT ON '1116' O.S.B. (2) 2X4 02 SYS° DIAGONAIL BRACE ---� W/ 3-12d 0 EA TRU55 ( DIAGONAIL BRACE TO COVER 5 -TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 106 NAILS EA END TO TRUSS SPF STIFFBACK (SEE 5EALD ENG. PACK FOR SIZE 4 CONNECTION) - 1116" OSB SHEATHING USE 801 NAILS At 4" o.c. EDGE 4 (W o.c. FIELD 2X4 W/ 3/8" X 5 LAG 032' O.G. MAX. OR SIMPSON MSTA-24 0 32' O.C. MAX. SHEATHING NAILING TO BE 6'-S' O.G. IN FIELD 4' O.C.AALL EDGES LU/5d NAILS DBL 2X(o ABLE END C SCALE: FINISH 6 LANpING 3/4" PLYWOOD F.F. TRU55 24' oz. 1/2' CLG. BOARD NAIL CONT, RAT RUN TO TRU55 W/ (2) 12d 0 EA. TRUSS 2X4 5YP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16" O.C. MAX. 12" z 3/4" FLYWDOD WITH LANDING DETAIL 4 12-p COMMONS N,41LED THRU 3/4" FINISHLANpfNC PLYWOOD INTO 3/4" PLYWOOp F.F. EACH STRINGER 3-2x12 5''1 P STRINrGER D5L 2X12 2X12 TRE,4p REINFORCED W/2X4 5PF © DDS? JOf BT CUT TO FIT W/CONT. 5EAC) OF 1X8 RISER 5u5_FLOOR 110, ISL -400 OR SIMILAR � E,4 HORIZONTAL RUN L ��W SECURE TREADS TO STRINGER W/(3)108 3" SCREWS e E,4 STRINGER, UNTHREADEp SHANK TO EXTEND 5EYON) THICKNESS OF 5U5 -FLOOR 5HE,4THING NOTE 5TAIR5 R15ER5 TO CONFORt TO FSC 2001 N 1115 UPLIFT SIMP50M HTSM20 W110 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 TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE -ENG TRU55 CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2" APART TRUSS ANCHOR RETROFIT N.T.5. 36" MIN. FINISH WINDER DETAIL LESS TH,4N 4" TYF, BETWEEN SPINDLES �NANp RAIL '1/2" DRYW. 1X10 I " NOB ING 2R+1T=24"-25" (3) 10d CUT NAILS 3/16" M,4X. VARIATION IN RISERS/TREADS 2X4 R.T. m < ApJACENT TO E,4CH OTHERSLEEPER INTO r 3/8" M,4X. VARIATION IN ANY FIBER/TREAD SL_,45 HANC)RAIL CIRCULAR CROSS SECTION DIA. TO BE 13/411 +-1/4" OR PROVIDE EQUIVALENT GRA5F'A5IL ITV �- WINUER5- MIN. (0" WIDE R NARROW END e - MIN. 11" WIpT�H Q 12 FROM N,4RROW ENZ7 34" MIN. HANDRAIL HGT. STAIR SECTION DETAILS A R C H IT E C T S Design group ine. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.$ bdesigngrou p.cam AA #: 0003325 L~ W w W Q 6 to q U C W (f7 m 93VBDIY. ad LOT:TUSCA SOUTH LOT #2019 PROJECT# 2108.909 MODEL: »2"720, GARAGE SWING: LEFT PAGE: mISC. DETAILS ARCHITECT - STATE OF FLORIDA DATE: 11/10/11 SCALE: 1/4 )J =1' _ 0" SHEET D5 OF