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2592 Vineyard Cir 12-363 (a)5 9 `� �1 9 8 9 9 FOR: - www. ctrnorton,, com CBC1 252212 5850 T. Q. LEE BLVD. SUITE 600 ORLANDO, FL 32822 Tool: (447) 850--5200 Fax= (407) 850-5300 • STATE OF FLORIDA DESIGN CRITERIA: -COVER PAGE • FLORIDA BUILDING CODE (FBG) 2007 RESIDENTIAL ABV. CERTIFIED BUILDING CONTRACTOR: PG W/2009 SUPPLEMENT A/c ADJ. REV. • 2007 FLORIDA FIRE PREVENTION CODE ALT. D.R. HORTON HOMES NATIONAL ELECTRICAL CODE 2008 EDITION (NEC)� BDP 5850 T.G. LEE BLVD. SUITE 000 •ALL LOCAL AND STATE CODES CL CAB. ORLANDO, FL, 32822 -WIND LOAD CALCULATIONS CLG. CLR. TEL: (40"7) 850-5200 REVISED SLIDING GLASS DOOR TO 6068 CCPT. FAX: (407) 850-5300 .00CUPANCY - RESIDENTIAL, GROUP R3 D.C.T. ® • CONSTRUCTION TYPE - VB DBL. D.G. 513 • MIN. INTERIOR FINISH - CLASS B DIA. MINIMUM METAL THRESHOLD • BASIC WIND SPEED - 120 MPH (M/S) DIM. DISP. STANC>ARDIZED SOUTHERN ENGINEERING • 1 -STORY RESIDENCE - • 2 -STORY RESIDENCE - MAX. HEIGHT AS PER DP. D. DS. • STATE OF FLORIDA MOUNTED METAL LOCAL AND STATE CODES DTL. PROFESSIONAL ARCHITECT: PG D.W. /1�/11 g,/16/11CLEAR ADACCUSPAN TRUSS ENGINEERING. ELEVATION D SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 EA. JAMES CANTWELL USED FOR DESIGN INCLUDE:. ELEV. EXH. 8/1-I/11 + CONCRETE MASONRY RESIDENTIAL "5 4 C" AR NO. 12079 • CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. Q • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 F.G./Fx. F.G. A.B. DESIGN GROUP, INC. FIN, . SQ.FT. CALL. S 1441 NORTH RONALD REAGAN BLVD. D5-MISC. FLUOR. APP PR05UILP TRUSS ENGINEERING. ELEVATION LONGWOOD, FLORIDA 32750 DUAL GLAZED DIAMETER FR. DR. PAIR PRESSURE TREATED LIVING (IST.) 1048 SQ. FT. GA. Tel: (407) 7'74--80'78 LIVING t2NDJ 1450 SQ. FT. GAR. DISP. Fax: (407) 774-4078 G.F.I. DIMENSION R. RISER TOTAL LIVING2498 5Q. FT. b GL. GYP. BD. RADIUS GARAGE 60. FT, PATIO 35 SQ. FT. „ L� ENTRY ELEV. A 26 5Q. FT. • H.C. H.C. HDR, HGT.ORHT INSUL. INT. PLAN REVIEW DATE CHECKED BY:„ Loom DEEP R.A.G. RETURN AIR GRILL ENTRY ELEV. "5' 4 'C” 12 SQ. FT, TOTAL ELEV. "A" 3005 $0, FT, REF. REFRIGERATOR TOTAL ELEV. "5" 4 "C" 3051 SQ. FT, ABBREVIATIONS C1 -COVER PAGE PG REVISIONS -GENERAL NOTES PG 1 -FOUNDATION PLAN REV. DATE DESCRIPTION PG ABOVE LAV. LAVATORY 1B.1 -LINTEL SCHEDULE-(WEKIWA) PG 1C -WIND LOAD CALCULATIONS PG 5/4/11 REVISED SLIDING GLASS DOOR TO 6068 PG AIR CONDITIONING ADJUSTABLE ALTERNATE LUM. M.C. MFR. LUMINOUS MEDICINE CABINET MANUFACTURER ® 5/9/11 CONTROL PATE 513 AMPERAGE BOARD MIN. M.T. MINIMUM METAL THRESHOLD 0 5/12/11 STANC>ARDIZED SOUTHERN ENGINEERING FLOOR FRAMING PLAN ELEVATION "B" CENTER LINE CABINET MTD. MTL. MOUNTED METAL ® (+/G /11 APP 5OUTHERN TRUSS ENGINEERING. PG d /1�/11 g,/16/11CLEAR ADACCUSPAN TRUSS ENGINEERING. ELEVATION D "5 4 C" CEILING N.T.S. O.C. NOT TO SCALE ON CENTER -CABINET LAYOUTS 8/1-I/11 ,qpD ACCUSPAN TRUSS ENGINEERING. ELEVATION "5 4 C" CONCRETE CARPET CERAMIC TILE PL P.B. PH. PROPERTY LINE PUSH BUTTON PHONE Q 8/2g/I1 ADP ACCU5PAN TRU55 ENGINEERING. ELEVATION "A,5 4 C" DRYER DOUBLE PLT. PLYWD. PLATE PLYWOOD D5-MISC. Q>"j/IS/jj APP PR05UILP TRUSS ENGINEERING. ELEVATION 'A,5 4 C" DUAL GLAZED DIAMETER PR. P.T. PAIR PRESSURE TREATED �9 0'1/21/11 ADD CCA TRUSS ENGINEERING. ELEVATION "A' DIMENSION R. RISER DISPOSAL RAD. RADIUS cv. Loom DEEP R.A.G. RETURN AIR GRILL DOOR REF. REFRIGERATOR DOWNSPOUT RM ROOM DETAIL R.O. ROUGH OPENING DISHWASHER S.C. SOLID CORE EXT DR EACH S.D. SMOKE DETECTOR ELEVATION S.H. SINGLE HUNG EQUAL SHT. SHEET EXHAUST SHTHG. SHEATHING EXTERIOR SHWR. SHOWER FIXED GLASS SIM. SIMILAR FUEL GAS SL. SLIDING FINISH SL. GL. SLIDING GLASS FLOOR STD. STANDARD FLUORESCENT SWS SHEAR WALL FRENCH DOOR SECTION FOOTING TEMP. TEMPERED GLASS GAUGE THK. THICK GARBAGE DISPOSAL T.O.C. TOP OF CURB GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GLASS TYR TYPICAL GYPSUM BOARD U.N.O. UNLESS NOTED HOSE BIB OTHERWISE HOLLOW CORE V.P. VAPOR PROOF HEADER W. WASHER HEIGHT W/ WITH INSULATION WD. WOOD INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON 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 4B -FRONT & REAR ELEVATION "B" PG 513 -LEFT & RIGHT ELEVATION "B" PG SB -FIRST FLOOR FRAMING PLAN ELEVATION "B" PG 7B -SECOND FLOOR FRAMING PLAN ELEVATION "B" PG 8 -ELECTRICAL PLAN PG 9 -ELECTRICAL PLAN PG 10 -MECHANICAL PLAN PG 11 -MECHANICAL PLAN PG 12 -CABINET LAYOUTS PG D1 -FOUNDATION DETAILS PG D2-MISC. DETAILS PG D3 -1 -STORY WALL SECTIONS PG D4-MISC. DETAILS PG D5-MISC. DETAILS t OFFICE A It C H IT E C TS Design Group,n0. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 SUSDIV. 8e LOT: TUSCA SOUTH LOT #2018 PROJECT# 1 / 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: COVER PAGE PRINT DATE: yT'A sE' : S� 1i 1// 10 11 CALM: 1/ 440=1f-0►f SHEET I OF ,2--_'3 w w q w 4 A ll.l Q � O p N Q N Z z !JZ -I ION cv. Loom SUSDIV. 8e LOT: TUSCA SOUTH LOT #2018 PROJECT# 1 / 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: COVER PAGE PRINT DATE: yT'A sE' : S� 1i 1// 10 11 CALM: 1/ 440=1f-0►f SHEET I OF ,2--_'3 MNERAL 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 Wl 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 MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -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 I/2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS, 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" 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 Pm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/ INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315, THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3'-0".FRCR506.24(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25" 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE- A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 11/2 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: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002) E. APA - THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER, UNO. Fb =1,500 PSI Fv =175 PSI E =1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2007 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2007.. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7116" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 518" OSB EXPOSURE -1 OR 112" CDX PLYWOOD. 112" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10, FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7116" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 0360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PUC (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, '/" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, %" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION-. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. FBCR 311.2. A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU$DIY, & LOT: TUSCA SOUTH LOT #2018 PROJECT# 02108.008 MODEL: ,'2498 GARAGE SWING: LEFT PACE: GENERAL NOTES mmmooF ARCHITECT - STATE OF FLORIDA tcv 11 JA pp NO 72078 �L PRINT DATE: 11 /1(3 /11 SCALE: 1/4"=1'-0" .SHEET kl-TNQF Fr to a U o w p N Z p lu Q z z w ) A � � ti N SU$DIY, & LOT: TUSCA SOUTH LOT #2018 PROJECT# 02108.008 MODEL: ,'2498 GARAGE SWING: LEFT PACE: GENERAL NOTES mmmooF ARCHITECT - STATE OF FLORIDA tcv 11 JA pp NO 72078 �L PRINT DATE: 11 /1(3 /11 SCALE: 1/4"=1'-0" .SHEET kl-TNQF .FOUNDATION PLAN NOTA: ,4/G LINES FROM AIR HANDLER UNIT TO CONDENSOR TO BE RAN IN ATTIC;. i 24"X24'X12" CONC. FAL W/3-05 BARS E.W. (ON CHAIR) MIN, 3" COVER o1 41. T PI LL Q � I EXTEND 1 SLAB 1 1/2 COE]�ED PATO 13 I I Q1 I ■ I ■ w -3 1/2" 411 4 36"x3b"Xlro" CONC. (L.ip(Y 4 CONIC. D1 � F,41D W/4-#5 BARS -w D1 SLAB E.W. ON CHAIRS MIN. 3 COVER I ■ m \::24kx24"xl2` GONG. (01-011 7'-m" 121-011 - i=TG. W/3 IJ REBAR EA. WAY 18'-0' ON CHAIRS MIN. 3' COVER ( 2 TYF.) JL.:�LE tfTI O l V 99 B 99 Qom, 99 C 99 A R C H IT E C T$ Desin Group, ' nc. [1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 ti O � w p q 0 a N z 1ZI-1 q � � 0 � SUBIXv. & 1.ra►�: TUSCA SOUTH LOT #2018 PROJECT# 02108.008 MOMMU ''2498" GMUGE SWING: LEFT PAGE: FOUNDATION PLAN ARCHITECT= STATE OF FLORIDA tcv 141 �o» LL PRINT DATE: 11/10/11 SCALE: 1/4"-1'-0" SHEET r1�ls' 1111DIMMINE-10110 ° , ELEVATI0N.99 B" & "C" A R C H IT E C T S Design 0Group,n�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W 11-I a w w p h p z z lu w z h q (P � civ � ti — C -A FPROO-21111108.008 IV. & LOT US C A OUTH LOT CT# M0DEL- "2498" GARAGE SWING: LEFT PAGE: DOWEL PLAN ARCHITECT NATE OF FLORIDA 1 tort DATE: 11/10/11 :SCALE: 1 /4" =1' - 0" SHEET IA R C N I T E C T S Design rau p ins. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 $U$iiIV. 8c LOT: TUSCA SOUTH LOT #2018 PROJECT# 02108.008 MODEL,- ), 2498 ► ODEL:),2498 GARAGE SWING: LEFT PAGE: LINTEL PLAN LMMMM*lf ARCHITECT STATE OF FLORIDA h'cy 1Zigl1 10 11 SCALE: 1/4"-1'-O" SHEET u� 73 ' D F tu D z � z oU q 0) to e 6i 00 $U$iiIV. 8c LOT: TUSCA SOUTH LOT #2018 PROJECT# 02108.008 MODEL,- ), 2498 ► ODEL:),2498 GARAGE SWING: LEFT PAGE: LINTEL PLAN LMMMM*lf ARCHITECT STATE OF FLORIDA h'cy 1Zigl1 10 11 SCALE: 1/4"-1'-O" SHEET `�� ui E < I W,4 ['��v CONCRETE FRODUCT5, INC. P.D. BOX 219 ZELLWOOD, FL 32198 (401) 886-2511 1-eZO-654-5139 FAX 401-886-0195 L INTEL LENGTH TYPE r illrrr r rlrr]�ri r7/r il�fr r:rrlr7lr/ir/i/i /il�Ps /rIr"/i7 No. u�laaae� - r/mar l mar riarr ,l ��r r ■!r/ /7, rirrro COMMENTS L-1 • 11'-4" 8/28-8-1U/IL �rr..r:��:*r��:v�•rara L-2 4'-51 8/22-3-IU/01- RECESSED L-3 5'-1,a" 8/16-S-1U/saL ®®■■1i:;,r.:J•�.��-�aF•s�..»t L-4 4'-6" 6/I6-5-1U/0L w�st��.��>♦ar��ar L-5 4'-6" 8/16-5-1U/0L I'ri' ��)♦larS-xlaE,�1[--� L-6 i'-6" 8/24-S-1U/1L W-4' Sas: _,mai ,/ua�_�i[it�� r•T•:!! l:ytilaa:�7��>tYlk� 10000 �),a1•f=]=1�_�i=Tir�7��Z]�I-T WEKIWA LINTEL SCHEDULE 899 LINTEL UPLIFT I-almeth •ar- plain 2'-10' rra-�n■r7ya�n■[��J�©r3rra'sin�© 142!4 3--6" �r/iVilri /il�r/ilri r illrrr r rlrr]�ri r7/r il�fr r:rrlr7lr/ir/i/i /il�Ps /rIr"/i7 ®��.".'�f'��CirjooirJ�rririrjrillri�rifirrllPi�p'iifir.��rifrr/ir, u�laaae� - r/mar l mar riarr ,l ��r r ■!r/ /7, rirrro rr _ �c 1%'tea �all�7cP;"'!•%91�:l�L.,_,; 0002-M �r�rl 1�f /.l�lrifi / iJ�r 7 r7 r'r r o la'r 1lrr �f ;LJ�r�•�l .o ,o;gjir rlo uor> r rlrro� 4-8' �rr..r:��:*r��:v�•rara usl�ar �rl�ar/.S/r..�ar rr � ��•y,T��T.rs�ir�f_>,a<••y�-llr,.rr.r.,.� r'cva�l■■-Za1•Ilr /,/,.\:� • :r��r.. ra'„��r :,f,�llr/,r/ :.,fir r./.� li ��[ irrra��llL-1•aaar�C,�uy��jc1,s �i:c3i•��T�x��lr n �stf'3-"��-'7nN! rr.,/mar..;/,r„�lrs/ _ �ar•,,..r -,.� ®®■■1i:;,r.:J•�.��-�aF•s�..»t ar7.�:ll�ra►•!I!.-L�r/.�s.res•!!r• TSa■l 11�•T=�af:2 r17�[.,1tC� , •rr.�ar.r/...ilr/..,r/.,.� -��ale:,as�r�aa>�+ w�st��.��>♦ar��ar �r ��•zs:��.1 ,��=x�r ��7112� �:��■r/err r./��r, /,1,,�,� ��arq�s4a1♦a'.(rr]ra�Srl7ri> Preraat I'ri' ��)♦larS-xlaE,�1[--� 0r�+0a Protest 629 W-4' Sas: _,mai ,/ua�_�i[it�� r•T•:!! l:ytilaa:�7��>tYlk� 10000 �),a1•f=]=1�_�i=Tir�7��Z]�I-T rYfr,�af-S--]a1�f�1'=7/� 10000 Precaat Ali.'.-Y� IIIIIIIELf .;-7>! mmm-1-7/rJ � 430 a�a_r.��aa��=va�;;�lw■lrxw�tl-7Srall '��ul�'r��:_•! ��ii Precast �r/rl%S%1♦��%'�'.{p .:- �r%Sz��..l:!C::��1-�1G' .. �aC�O! ■�>�a�.r�•�i�l•�EYt�arY�aal��aKjar/ra �'.:':� � =s=r a>• air � �Ir.F� alr�za sES�a 3'-b' Precast 314 4011 herr et 795 ��• rr ��1:� a!�>Ff%1•a'"r��;l�S:��r•k•��lCriT Tea• ai r•�a� Ura! wrw� ■■I[]��-� �� a!'rr �.;! 18'-4' �Yl��are]11•DIY_I=�iG_Ll•��iii�>��'ICrT��Li+�� _r'y��_Y�-��..arrt=�_�31->•�I�T�_�_�3'!��-,Y�l=�_ 262 NO M at I-almeth •ar- plain 2'-10' Precast 142!4 3--6" Precast 3204 4'-0' Precast 2242 4'-6' Precast 1122 4-8' precast 1588 5'-4' PreOsAt 1239 5'-10' Precast 1044 6'-6' preaaat 814 T-6' Precast 692 '��' Preraat 610 0r�+0a Protest 629 W-4' Precast 593 10000 Precast 906 10000 Precaat 430 430 Preeaat 398 12'-0' Precast 360 IT -6' Precast 341 3'-b' Precast 314 4011 herr et 795 14-8' Recast 211 18'-4' Preaaat 262 NO M at 216 NA - Mot Mem mmlandad 1299 LINTEL GRAVITY 899 LINTEL GRAVITY LINTEL LINTEL SAFE LATERAL LOADS t LFJ SAFE GRAVITY LOAD$ (PLP) T9W 1awx d AL 21-10, 8" 8/6-8-01-8/12-$-fAL B/I6-9-(1�L 8/2�-$-m 8/24-$-21L /2L3-$-fd S/32-$-fltL LENCsT TYPE PLAIN 0/0 -5 -IL 5/12 -3 -IL R'ecaet 300 8/14 -P -IL 6/26-5-14 6/32 -$-IL 2'-10' PRECAST 6021594951F— 0'-4" �� 120a�2 '��' precast 10000 0r�+0a 1200 RVAIt Ream 8+491 10000 10000 10000 10000 10000 10000 Fi'acaat 430 850 8'-0' 5333 10000 10000 10000 10000 10202 3'-b' PRECAST 260340M 4011 10000 10000 1 10200 10000 100001 10200 precaet 1 215 NO 2921 6133 9515 10000 10000 .10000 10000 4'-0' PRECA87 1821 2321 1853 1I 1p 12000 10000 10000 10000 prestressed 110 390 2214 5016 'lilt 3264 10000 10000 10000 4'-6” PRECAST 1396 2214 5412 10000 10000 10000 10000 10000 1192' STIRRUPS a 4'-0" C/C 2111 4660 bb66 8520 10000 10000 10000 4'-8" PRECAST 1298 2111 4102 10000 10002 10000 10000 10000 1651 3405 4823 6239 1656 9011 10000 5'-4” PRECAST 1006 1651 3556 6431 10000 10000 10000 10000 �'♦ 1�?7[' PLAIN OR SOLID LINTEL �7f � 14&+1 3001 5111 8886 10000 10000 10000 5'-10' PRECAST 848 1461 3001 5111 8888 10000 10000 12200 LINTEL 12"x8" SECTION OR LOWER LINTEL CAVITY J 1232 2440 3934 6250 6589 10000 10000 6'-6" PRECAST 110 11 1232 2440 3334 6250 10000 10000 10000 Ew-1 t y 1201 1916 2s42 4346 6461 10 0 10000 1-6' PRECAST 562 1001 1916 2942 4346 6461 10000 10000 15 1945 2519 4131 bole— 9245 10000 1'-B' PRECAST 544 915 1845 2611 4131 6010 3245 10000 moi'' %%��i��iITT��TiT��i 1316 1124 2602 3151 5030 1958 12200 V-0' PRECAST 511 916 1124 2602 3151 5405 1958 10000 864 1615 2415 3444 4866 6983 10000 8'-4' PRECA5T 462 864 1615 2415 3444 4810 6583 10002 136" t3 2168 363 512 061 3'-4" PRECAST 41114-1 141 1361 1991 2168 3163 5124 1061 636 1146 1645 2231 2562 3883 5094 10'-6' PRECAST 349 636 1145 1649 2231 2562 3883 5094 514 1028 1465 1964 2566 3305 4239 !*31• PRECAST 315 614 1026 1465 1964 2566 3305 4239 533 950 13 1189 2316 2951 3134 12'-0" PRECAST 292 533 950 1343 1189 2316 x951 3134 505 89612&4 161b 2151 2130 3426 12'-6' PRECAST 211 Do* 896 1264 1616 I 2151 2130 3426 464 822 1151 1515 1995 2425 3010 13'-4' PI?EGAST 25b 464 622 1151 1515 1 1°535 2425 3010 43b 169 1013 1406 1186222b 2141 14'-0' PRECAST 299 436 169 1013 1426 1186 222b 2141 N.R. N.R. N.R. N.R. N.R. N.R. N.R. PRESTRESSED N.R. 460 811 1234 1421 1179 2186 1 2662 N N. N. N N.R. N.R. N 15'-4" PRESTRESSED N.R. 4b4 16b 1160 1331 1660 2032 2453 N.R. N.R. N.R. N.R. NR- N.R. N.R. 11'-4' PRESTRESSED N.R. 652 952 1111 1315 1611 1311 N.R.N.R. N.R. N.R. N NX N . 19'-4' PRESTRESSED N.R. 56-1 849 9b0 1111 1415 1616 N.R. NAL N.R. N N.R. N 201-2 PRESTRESSED N.R. rarp 543 812 911 1122 1345 159221'-4" N.R. N.R. NR. N.R. N.R. NR. PF E$TR9=89ED N.R. 500 146 84f0 1024 1224 1441 N. . N.R. N NR N . N 22'-0" PRESTRESSED N.R. dB1 111 606 981 1111 1316 24'-0" PRE8T12ESSED N.R. 4 6 111 4 MN. - NOt I&COMMMoea SAFE GRAVITY LOADS PLF /16-5-0L 1 12/20. -01- 1 12/24 -b -0L 12/18 -b -OL 1287 -b -BL /16 -8 -IL 1206.8 -IL 12/24 -8 -IL 1248 -B -1L 12/57-b-9. 8" LATERAL TABLE LINTEL REINFORCEMENT SCHEDULE ::•::•::•WT■.L■40TH::::......::::............::• :• ......•;:REII�ORCE Nr::;:C::•: ?::•i::::::;:::::::'r::: is •:•i: i:9 NCH i5i: is ii:: :•72 NCH•'!• ..... •i:•: A"RE?FORCEMENT: ........... :2-10' To T-IlIr To 'g"RENFORCENENT •i::•i;i•'r,i• Volv NONE L 6' #4 NONE 9'4' To 141(P 9.1 TO IT -C Ogg (2 43 ' 8 m IV Q M r PRESTRESSED (2)v k111714 9'-4' 224 2 REFER TO LMFl SECTION FOR REIWORCEMrM LOACTIONS �l, LINTEL SAFE LATERAL LOADS t LFJ L14 T9W 1awx F D 21-10, et 900 36 3'-6' Precast 1300 2500 4'-0' FwAst 1 1010 2100 4'-6' R'ecaet 300 rw 4-B' Fhwat a50 1609 0'-4" Frecalet 110 1400 precast Precast 620 1200 RVAIt Ream 540 low Precast Rec vi 440 890 T.D. Fi'acaat 430 850 8'-0' Recast 410 820 V-4- Ream 5w im W-4- Precast I UD 68x9 101-61 procaet 580 1110 11'-4' precaet 1 215 NO 12'4' Precast I 260 510 12'-6' Recast 245 490 13'.4- Precast 240 450 44'-0' precast 210 430 144 prestressed 110 390 116.4 Prsutrand 165 310 11'-4' Prestrasesd 145 320 - tressed L30 280 200-01 1 Restmead 1 120 250 1192' STIRRUPS a 4'-0" C/C 22'-0' traeeed110 2* 24'-0' 1 prestressed I 400 200 N.R. -hint Reccmnlended LINTEL REINFORCEMENT SCHEDULE ::•::•::•WT■.L■40TH::::......::::............::• :• ......•;:REII�ORCE Nr::;:C::•: ?::•i::::::;:::::::'r::: is •:•i: i:9 NCH i5i: is ii:: :•72 NCH•'!• ..... •i:•: A"RE?FORCEMENT: ........... :2-10' To T-IlIr To 'g"RENFORCENENT •i::•i;i•'r,i• Volv NONE L 6' #4 NONE 9'4' To 141(P 9.1 TO IT -C Ogg (2 43 ' 8 m IV Q M r PRESTRESSED (2)v k111714 9'-4' 224 2 REFER TO LMFl SECTION FOR REIWORCEMrM LOACTIONS �l, (1)'"S CONTINUOUS 12" B'XIIb'' KNpOCCKOpU�LT 5LOCK SPLIFT 3 Y.S. (GsONCQIll PLA:CED IN FIELD) LINTEL LYf�to��`��1�+� 11� (OP'TIONAA 1NUOU5 520 Sw .= 1/32' STIRRUPS AT 4'-2' cc - 1,150 ^icv 'A" BARS (MAIN REINF.) _ SEE SCHEDULE 7g' TYPICAL COMPOSITE LINTEL SECTION 8" RECESS DOOR HEADER IATFRAL TABLE RECESS DOOR HEADER SAFE LATERAL LOADS IPLF) 12" LINTEL SPLIFT 6" RECE88ED FILLED Y.S. precast LINTEL 1116 4'-0 SAFE UPLIFT LOADS 520 Sw -2" Pretest - 1,150 4'-4" Precast 165 ism 4-8' Reeask 415 1240 0'-8' precast 320 950 6'4' precast �1•�1♦'1♦��'' 160 2250 RVAIt 200 640 9'-8' Precast 160 490 1650 1 Recast 8Si0 Ibw D. -O. Precast 150 b30 0'-4- FwAst 120 1450 9'4 Precast 640 1210 10'-6' Precast 580 1110 11'-4' Precast 510 1000 12'-0' Precast 480 950 12'49' Precaat 460 910 '-4' PFecaat 430 850 14'.0- Precast 400 B00 14-e" Precast380 160 -4' Precast 350 130 - Precast 370 630 N.R. - Na Racom wdlsd PTIONAL pMDT ARS- ACH TO LEG P4'-0-' I�F' TO 1ILMTHS 1192' STIRRUPS a 4'-0" C/C TYF' DESIGNATION ---OPTIONAL >s 'A" BAR6 (MAIN REINF.) NOMINAL WIDTH/HEIGHT Cr- LINTEL o_ I SEE SCHEDULE 'B' CSAR$ - SEE SCHEDULEr I Y �'♦ 1�?7[' PLAIN OR SOLID LINTEL �7f � �l�%� �_ �'�'•^� fir'„' �j �'.. LNo. OF ADDITIONAL e5 5AR5 IN UPPER TYPICAL LINTEL 12"x8" SECTION OR LOWER LINTEL CAVITY J (p Ew-1 t y �lF->• �''i� �?7� �'3'� X3'!'1• �T*T� �i aim .'r moi'' %%��i��iITT��TiT��i Ll�•1• �'1� �7 !*31• �'• �'' iiia �F� �1� �' �lw tit♦ ��1♦ �'� �'"♦ 8" RECESS DOOR HEADER IATFRAL TABLE RECESS DOOR HEADER SAFE LATERAL LOADS IPLF) Tota Length T°' S' RECESSED PLAN 6" RECE88ED FILLED Y.S. precast 590 1116 4'-0 preeask 520 Sw -2" Pretest 4w 1,150 4'-4" Precast 165 ism 4-8' Reeask 415 1240 0'-8' precast 320 950 6'4' precast 250 160 2250 RVAIt 200 640 9'-8' Precast 160 490 12"RECESS DOOR HEADER LATERAL TABLE RECESS DOOR WEADER SAFE LATERAL LOAD$ (PLP) Total Length I ve 12' RECE86ED PLAN 12' RECESSED FILLER Y-8" I Recast 2025 3210 4'-0' Roadst 410 2860 4'-2' Frecift 1650 2690 4--4' Precast ■15 2540 -s' Roust 1470 22W 3200 precast 1080 0 2080 Recast 815 W25 2250 precast 130 1190 1900 Precast 550 1 900 12" LATERAL TABLE 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 LINTEL SAFE LATERAL LOADS (PLP) Lerg Tpe 1xSY PLaM 1 Fp2.= �0�f II qµ ILL 3�ONG TE RL EI'j IN FIi=LD) Rmat 3 6900 3'-6' Precast 2400 4110 4'-0' Precast 1950 38x30 4'-6" precast 1650 3450 ' Retest 1 1550 3200 5'-4' Precast 1920 2080 5'-10' Precast 1160 2250 6'4' Precast 1000 1900 1'-6' Recast 820 1650 1 Recast 8Si0 Ibw D. -O. Precast 150 b30 0'-4- FwAst 120 1450 9'4 Precast 640 1210 10'-6' Precast 580 1110 11'-4' Precast 510 1000 12'-0' Precast 480 950 12'49' Precaat 460 910 '-4' PFecaat 430 850 14'.0- Precast 400 B00 14-e" Precast380 160 -4' Precast 350 130 - Precast 370 630 N.R. - Na Racom wdlsd PTIONAL 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 1) 45 CONTINUOUS (1) 05 CONTINUOUS 3000 PSI CONC. FILL CONCRETE PLACED IN F ELP) �0�f II qµ ILL 3�ONG TE RL EI'j IN FIi=LD) TOP LEG MARS. 14'-- LE'N.THS ITOP LEG IBAR5: 4UNVIT5 - ELIPTO F4 0 LENGTH$ v 1/32'STIRRUPS e 4 -0 C/C uja {(1) 051nCO SINUOUS [m(1) "5 CONTINUOUS (OPTIONAL.) dim :r 'A' BARS (MAIN REINF.) "s1=5�EDULI REINFa �T6 SEE SCHEDULE � W BARS- SEE SCHEDULE 1 1/32'5TIRRUPS AT 4'-0' cc ni TYPICAL LINTEL 8"x8" SECTION TYPICAL LINTEL 8"x8" RECESSED SECTION PTIONAL pMDT ARS- ACH TO LEG P4'-0-' I�F' TO 1ILMTHS 1192' STIRRUPS a 4'-0" C/C TYF' DESIGNATION ---OPTIONAL >s 'A" BAR6 (MAIN REINF.) NOMINAL WIDTH/HEIGHT Cr- LINTEL o_ I SEE SCHEDULE 'B' CSAR$ - SEE SCHEDULEr I Y PLAIN OR SOLID LINTEL A I A �j �'.. LNo. OF ADDITIONAL e5 5AR5 IN UPPER TYPICAL LINTEL 12"x8" SECTION OR LOWER LINTEL CAVITY J 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 CTBDIv. 81� L4T: •TUS C A SOUTH LOT #2018 PROJECT# //YI 02108.008 MO DE1,; )2 2498 498 22 CAAR&GE OWING: LEFT PAGE: LINTEL PLAN (WEKIWA) ARCHITECT- STATE OF FLORIDA 41'fizdil LL PRINT DATE: 11/10/11 SCALE: 1/4"-1'-O" SHEET 1 E17 3. 1 v uja � W b (p Ew-1 t y CTBDIv. 81� L4T: •TUS C A SOUTH LOT #2018 PROJECT# //YI 02108.008 MO DE1,; )2 2498 498 22 CAAR&GE OWING: LEFT PAGE: LINTEL PLAN (WEKIWA) ARCHITECT- STATE OF FLORIDA 41'fizdil LL PRINT DATE: 11/10/11 SCALE: 1/4"-1'-O" SHEET 1 E17 3. 1 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.a b d esi gn grou p. co m AA ##: 0003325 ti w ux O � w w Cl O w � o z w � 4 � ill N suBDly. & L07%.TUSCA SOUTH LOT #2018 PFtoJECT# 02108.008 MODEL: "2408" GAP -AGE SWINGE: LEFT PAGE: WIND LOAD CALCULATIONS ARCHITECT - STATE OF FLORIDA 1iJY 4 2071 JAM %CA20ELL 01 DATE: 11/10/11 SCAT -1m: 1/4"=1'-0" SHEET 1 C C P'� R C N IT E C T S L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i Sv83Div. & LOT'. TUSCA SOUTH LOT #2018 PROJECT# 02108.008 MODIE : "2498" GARAGE OWING: LEFT PAGE: FIRST FLOOR PLAN Lmmmoolf ARCHITECT STATE OF FLORIDA J E CANTWELL R O 12079 ow P INT ATE: 11/10 /11 SCAT :1/4"=11-0" w W � O � w D N Z z U u i uzr � 4 � 0 � Sv83Div. & LOT'. TUSCA SOUTH LOT #2018 PROJECT# 02108.008 MODIE : "2498" GARAGE OWING: LEFT PAGE: FIRST FLOOR PLAN Lmmmoolf ARCHITECT STATE OF FLORIDA J E CANTWELL R O 12079 ow P INT ATE: 11/10 /11 SCAT :1/4"=11-0" SHEET OP',,� e 401-011 ._3.. 12'-2" Ito' -1" 2'-1olk 3050 -SH EGRE55 EGRESS SEU"OND FL NOTE: - DENS ARMOUR AT BATHROOMS. - FREPAG 6HOWERS/TU135 TO BE BET IN TYPE 2 FOAM. 3®✓(O-5H EGRESS 401-011 "' u 0 R P L ill -9" IS' -0" H I T E C T S Design Group inc. 1441 N. RONALD REAGAN B] LVD. FL 32750 PH: 407-774-6078 FAX: 407-774.4078w ww.abdesigngroup.com AA #: 0003325 ti w BEDROOM #2 8'-0" CLG.1 I= ua LOFT BEDROOMS IT 5'-0" CLCD. S'-0" CLG. O a; � 76 A) w w CIA cel d 1-- (' 5 5H d N _ W q � c) w 1- 8 5P. Ij � 4-0 _ O ' -� ``� `� w — 42" LOUD 5 5H �t 2-ro ri.� WALL W/ Ix(o 2-0--IR-1SN N WD GA1- BP. 2x8 z 4 1 3(oxb0 ono PN 3'-1" U TUB b 0 R/A / I �,, 1�'SAOHGLG SHW. =- N I I L,4v. WC. rp O M. `n -1 2 -(o 22"x36" 1 _� (� � q cr) —mBATH m I I ATTIC 13: ®� I I " I m � 1 ¢� v-01 2'-4" 4'-0" LIN v �1 a- W.I.C. lo CLG t- I o} WC. ICARFETa I I BEDROOM4 8'-01 -0" 31_,,{11 1 �_/h" Fla - 4X(o 1=05T L_ MSTR IR -15+-I 8'-0" CLCa. 4050 -SH — �x� EGRESS POST EGRESS SEU"OND FL NOTE: - DENS ARMOUR AT BATHROOMS. - FREPAG 6HOWERS/TU135 TO BE BET IN TYPE 2 FOAM. 3®✓(O-5H EGRESS 401-011 "' u 0 R P L ill -9" IS' -0" H I T E C T S Design Group inc. 1441 N. RONALD REAGAN B] LVD. FL 32750 PH: 407-774-6078 FAX: 407-774.4078w ww.abdesigngroup.com AA #: 0003325 ti w ua O � w w Q N O w z U q 0 fu q � STJSDIV. & IrOT: TUSCA SOUTH LOT #2018 PROJECT# 02108.008 MO3DEiL: "2498" GARAGE OWING: LEFT PAGE: SECOND FLOOR PLAN r CHITECT OF FLORIDA 11/10/11 SCALE: 1/4"=1'—O" 1 �_D SHEET C-) 3 OF' Elt 12 6" STUCCO 15,4ND FLR. RRC. HT. — — — 1'-0 I (o "x(o 0 ADPL IEP SHUTTER -T-�E Hq --- H ITYP� 10'-0" 2ND. FIN, FLR. 8'-8" BRG. HT. cil 0'-0" FIN. FLR. 2ND, FLR. BRG, HT. 10'-0" 2ND. FIN. FLR. 8'-5" BRG. Ht. 0'-0" FIN. FLR. IV 0 111 FRONT ELEVATION TEXTURED FINISH OFF -RIDGE VENT OFF -RIDGE VENT OL 2�'-3 I/2" ir3LDC�. Ht. 18'-m" 2ND. FLR. BRCS. HT. b" R,415ED 5,4ND CTYFd r- -� 5:12 PITCH FIN. FLR- v-811 BRCS. HT. cel r— `V 0'-0" FIN. FLR. REAR ELEVATION TEXTURED FINISH OL 18'-0" 2ND. /J� FLR. 5RG. HT. 1'-0" 10'-0" 2ND. FIN. FLR. OL S' -S" BRC. HT. _OL 0'-0" FIN. FLR. (ICOV. PORCH A R C H I T E C TS Grousign 1441 N. RONALD REAGAN BL' LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bd es i gn grou p. co m AA #: 0003325 SVHDIV. & ZAT: TUS G A SOUTH LOT #2018 I ROJECT# 02108.008 MODEU "2498„ GARAGE SWINGS: LEFT PACE: FRONT & REAR ELEVATION „ B„ ARCHITECT - STATE OF FLORIDA NO\12079 PRINT DATE: 11 10 11 SCALR: 1/4"=1'-0" W w w Q � q �U Q z ti; z z w q � 0 � SVHDIV. & ZAT: TUS G A SOUTH LOT #2018 I ROJECT# 02108.008 MODEU "2498„ GARAGE SWINGS: LEFT PACE: FRONT & REAR ELEVATION „ B„ ARCHITECT - STATE OF FLORIDA NO\12079 PRINT DATE: 11 10 11 SCALR: 1/4"=1'-0" 18'-01, 2ND. FLR, BRC,. HT. IPS' -O" 2ND. FIN. FLR. S' -S" IBRG. HT. 0'-0" FIN. FLR. LEFT ELEVATION TEXTURED FINISH RIGHT ELIEd'ATION COV. PORCH RIGHT SIM. OL IS' -oll 2ND. FLR. BRCS. HT. 10'-0' 2ND. FIN. FLR. 8'-5" 5RG. HT. 0'-0' FIN. FLR. i A R C H I T E C T S 4Groupinc. Design 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Sul3nIV. & LrOT: TUSCA SOUTH LOT #2018 PROJECT# 02108.008 MODEI : "2498" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATION L 1) B" ARCHITECT. STATE 4F FLORIDA PRINT DATE: 11/10/11 SCALE: 1/4"-1'-0" Z711MET 5 JE 3 o F 2 3m 0 D � z z O q N LLI � c ) cv Sul3nIV. & LrOT: TUSCA SOUTH LOT #2018 PROJECT# 02108.008 MODEI : "2498" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATION L 1) B" ARCHITECT. STATE 4F FLORIDA PRINT DATE: 11/10/11 SCALE: 1/4"-1'-0" Z711MET 5 JE 3 o F 2 3m HEADER SPAN CHART (Simpson) or (Usp) CONNECTOR SCHEDULE SINGLE SIMPSON SIZE (� HGUS28-2 DES. UPLIFT GRAVITY FASTNER >- META -16 1450 (1) 10d x 11/2 I -PLY/ (6) I6d 2 -PLY Z p (2) META -16 1985 1900 (l0) loci x 112 1-PI (14)16d 2 -PLY Q 14ETA-16 1810 09) 10d x 1 12 I -PLY/ (8) I6d 2 -PLY x 12 WETA-20 1810 (9) 10d x 1 12 I -PLY/ (8) I6d 2 -PLY SIZE (2) WETA-20 2035 2500 (10) 10d x 1 1/2 I -PLY (12) Ikad 2 -PLY IDSL 2 MGT + 3965 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD DSL 2 HOT -2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD DSL 2 HGT-3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD Z)5L 2 LTAI 1420 (12) 1od x 1-12" VGT 4940 !U 6/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4" X 3' TO WOOD li)1CsTl2-pLY6_10I.Y) 1185/8890 (2) 9/S' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) 5178 1/4' X 3- TO WOOD MTS -12 1000 04) 10d x 1 1/1 HTS -16 1150 (16) 1" x 1 1/2 HTS -20 1450 (24) 10d x 1 1/2 LSTA-12 ++ 929 (10) 10d LSTA-18 ++ 1235 (14) 10d MSTA-18 ++ 1315 (14) 10d ,a- MSTA-24 ++ 1640 (I8) 10d CC MSTA-30 2050 (22) 10d to (A MSTA-36 ++ 2060 Oro) 10d MSTI-36 3800 (3b)10d x 1 1/2 W MStI-48 5065 (48) 10d x 1 1/2 4.REFER TO TRU55 1" ANUFACTURER 5 5IGNED AND 5EAL-E 7 DRAWINGE) FOR LOCATIONS, H6 950 (S) 8d t0 PLATES, (&) ad t0 STUDS 11 I xl SP4 886 (6) 10d x 1 12' TO STUDS fi ROFILE, AND 51ZE OF ROOF/FLOOR TRUSSES.- A33 152+ (4) 10d TO BEAM (4) 10d TO POST. HCP2 645 (6) 10d x 1-1/2' 5.HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER HI0 _ _ 2x12 M 2X12 BM ABU 44 2200 6669 (1) 9/S' ATR. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. 02) 16d TO WOOD STUD RECD. ARE STANDARD U.N.O ON FRA1ING PLAN Amu 66 2300 12000 (1) 5/6'A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMMED.) IN CCNC, (12)16d TO WOOD x LTTI9 +++ 1340 1 (1) 3/4'A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC., (SAOd TO WOOD I LTT20e+++ 1625 (I) 1/2'A.TK IN WIGW STRIENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. O)V BOLT tO WOOD U 3610 (1) 5/5' A.T.R. M HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (18) 10d x 1 1/2' TO WOOD ZZ HTT4 .4235 4350 (1) 5/5' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (IS) 16-d x 2 12' TO WOOL. (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC. (26) 10d x 1 12" TO WOOD W O {K O W HTT5 4610 (1)5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) 10d TO WOOD 15-1/4"X2 3/4 HETA-16, BLK 090 /8 A.T.R. G PDXY, 15 D. CONC. ( 6) Ibd x TO WOOD HHDQII-SDS 2.5+ 11,445 1) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.)IN GONG, (24)508 4- x ' WOOD SORE H 1 6480 !1)1/S" A.B. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (3L4' STUD BOLTS TO WOOD ELEVATIO'N 99�9'99C99 SOUTHERN S/12/ll MBNA 3.56/1125 3479 5330 (1) 3/4'A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMSEDMENT) IN CJ'1.J. TOP, (1) 3/4' ATR. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMI5EDMENt) IN CJM.J. FACE, (IS)10d TO I'3EAM V) W MBNA 550/11.25 3415 5330 (1) 3/4' ATR- IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) M C.M.J. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.J. FACE, !1&)I0d TO MaAM Z 0210-3 (WOOD? 1510 4WO (FLOOR) 16-1/4'x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU, (Io) loci TO WOOD 3640 (ROOF) 2 HUC410 (CMU) 1510 5085 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10)106 t0 WOOD HUG 210-3 1810 14000 1S-1/4' x 2-3/4' TITIEN TO CMU ( 10)106 TO WOO 0 HIGH STRENGTH EPDXY ■ SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE W15STITUTED WITH 106 x 112' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD:. WRITTEN APPROVAL FROM THE ARCHITECT IS REGJIRED FPR THIS APPLICATION PRIOR t0 INSTALLATION. W H +++ MINIMUM EMBEDMENT INTO THE TOP OF A 15OND15EAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 'I' O A.T.R.. A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONS115LE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / WPG 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 'WOOL CONSTRUCTION CONNECTORS C-2011' 'HIGH WIND -RESISTANT CONSTRUCTION C-HWoS-R', T-ANCHORSPSC01, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-2011 HEADER SPAN CHART BRACING LEGEND EXTERIOR GABLE TO SE_ ® BRACED W/2X4 5LOCKING 0 4'-0" O.C. (15T 2 BAYS) 4 2X4 STP *2 X -BRACING. REFER TO TYPICAL DETAIL 5HTS FOR BRACING REQUIREMENTS FASTEN 2X4 SYP *2 OR SPRUCE BEVEL CUT TO TRUSS TOP CHORD W/106 x 3" NAILS s (p" O.C. NOTE STAGGERED TRUSSES MARKED W/AN " " REQUIRE UJE5 STIFFENERS FOR PERMANENT BTRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. I-44NC RS TO E5r= l..l5E_1� (Simpson) or (Usp) a HU52(0 SINGLE STORY APPLICATION SIZE (� HGUS28-2 CLEAR SPAN DSL 2 x 6 UP TO 5'-4" DSL 2 x S 5'-4" TO '1'-0" D5L 2 x 10 T-0" TO 10"-0" DBL 2 x 12 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN IDSL 2 x 6 UP TO 5'-0" DSL 2 x 8 5'-0" TO 6'-4" DSL 2 x 10 r6'-4" TO (5"-0" Z)5L 2 x 12 8'-0" AND OVER BRACING LEGEND EXTERIOR GABLE TO SE_ ® BRACED W/2X4 5LOCKING 0 4'-0" O.C. (15T 2 BAYS) 4 2X4 STP *2 X -BRACING. REFER TO TYPICAL DETAIL 5HTS FOR BRACING REQUIREMENTS FASTEN 2X4 SYP *2 OR SPRUCE BEVEL CUT TO TRUSS TOP CHORD W/106 x 3" NAILS s (p" O.C. NOTE STAGGERED TRUSSES MARKED W/AN " " REQUIRE UJE5 STIFFENERS FOR PERMANENT BTRUCTURAL RESTRAINT OF INDIVIDUAL TRUSS MEMBERS. REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REQUIRED FASTENERS. I-44NC RS TO E5r= l..l5E_1� (Simpson) or (Usp) a HU52(0 (2� HU526 HGlU52(o-2�}G THDH26-2 (� HGUS28-2 Q& THDH28-2 !�lv HHU546 Q THD46 QK BUR/L2(o-2 5KH2&R/L-2 DENOTE TRU55 WEB BRACE REQUIRED. — ... - DENOTE RAT RUN 0 10'0/C MAX. • • : = DENOTE 2X6 5TRONGSAGK ,a I0' OIC MAX. MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0" TO 8'-0' UN.O. 4' -II 1/2 1/2" AND UP NUMBER OF HEADER STUDS LAG SCREWS TAPGONB (9 SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 Ir FLOOR JOIST TO 1",45ONRY/CONCRETE SHALL BE HETA-16 AT EACH AT EACH END OF HEADER 1 3 TYP. 2x12 BM.ZHDR. _I I_ - 5IMP50N HU526 C 11 NEEDED - 5IMP50N TH,4422 (2 NEEDED) rru�.-rly-f W/ 18-1/4"X2 3/4" TAPCONS (9 PER FLANGE) FIRST FLOOR FRAMING KD FRAMING NOTES. 2X(o LEDGER FASTENED TO EA FLR TRU65 HUC410 W/ UJ A4"DIA. X 4" 18-114"X2 3/4" LAG SCREWS TAPGONB (9 PER FLANGE) -SECURE= BM TO EA TO BLK W/(2) HETA-16, BLK Ir FLOOR JOIST TO 1",45ONRY/CONCRETE SHALL BE HETA-16 AT EACH COL. TO 1'-8" I I I IFLR TRUSS UJA4"DIA. I I I I FRAMING NOTES. 1. HURRICANE 5TRAF5 TO BE MANUFACTURED BY 51MF50N STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE ST1�AF8 ARE X45 FOLLOWS, U.N,O;7F,45TENED _ axe `LED��R�TRUSS TO M,46ONRY/CONCRETE SHALL BE META -16 TO EA Ir FLOOR JOIST TO 1",45ONRY/CONCRETE SHALL BE HETA-16 AT EACH I I I IFLR TRUSS UJA4"DIA. I I I I 18-1/4'X2 103/4" .END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. W x 4' LAG SCREWS TAPGON511. C9 TRU5S TO WOOD FRAMING SHALL BE MT5-12 I_ PER FLANGE) 3.TRUSS TO TRU55 CONNECTIONS AND HANGERS 5HALL BE DESIGNED AND SUPPLIED BY O TRUSS MANUFACTURER. U W W Q 4.REFER TO TRU55 1" ANUFACTURER 5 5IGNED AND 5EAL-E 7 DRAWINGE) FOR LOCATIONS, 11 I xl © 0 fi ROFILE, AND 51ZE OF ROOF/FLOOR TRUSSES.- 5.HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER _ _ 2x12 M 2X12 BM STUD RECD. ARE STANDARD U.N.O ON FRA1ING PLAN It It x �. MIN. 2X4 HIP GUT k LOGKINC SECURED UJ/3It -106 GUN NAILS OR 3-12d HAND DRIVES � EA. I � � � � � � � � 17 p �r END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU55 45 FEE AFF 'REaUIRE1' ENT5. SECURE BM HUCG410 W/ TO BLK UJA 2) W O {K O W 15-1/4"X2 3/4 HETA-16, BLK !JL -r TAPCONS (9 COL. TO T-8' u_ Z 1 PER FLANGE) _0 I -f0 z lu JI ELEVATIO'N 99�9'99C99 SOUTHERN S/12/ll � W A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUDDIV. & L07%. TUSCA SOUTH LOT #2018 PIMOJ3CCT# 02108.008 U0DICL- ))2498" GARAGE SWING: LEFT PAGE: FIRST FLOOR FRAMING PLAN ELEVATION »B» ARCHITECT- STATE OF FLORIDA l',�:'v 1 1117 LL DATE: 11 10 11 SCALM: 1/4"=1'-0» M(j) Wn)A W O U W W Q r- � � W 0 z Q O d) lu h ( N 4 � � � tll SUDDIV. & L07%. TUSCA SOUTH LOT #2018 PIMOJ3CCT# 02108.008 U0DICL- ))2498" GARAGE SWING: LEFT PAGE: FIRST FLOOR FRAMING PLAN ELEVATION »B» ARCHITECT- STATE OF FLORIDA l',�:'v 1 1117 LL DATE: 11 10 11 SCALM: 1/4"=1'-0» M(j) Wn)A HEADER SPAN CHART CONNECTOR SCHEDULE HUS2( SIMPSON STORM`" APPLICATION DES. UPLIFT GRAVITY FASTNER >- META -16 1450 (1) led x 1 1/2 1 -PLY/ (6) 16d 2 -PLY Z 0 (2) META -16 1985 (10) led x L 1/2 l -PLY 1900 04) Ibd 2 -PLY 0 HETA-16 1810 (9) led x 1 1/1 I -PLY/ (8) Ibd 2 -PLY x 6 x 8 x 10 x 12 HETA-2e 1810 (9) led x 1 1/2 I -PLY/ (8) Ibd 2 -PLY TWO STORY APPLICATIONDOUJN STAIRS (2) WETA-20 2035 (10) led x 1 1/2 I -PLY 2500 (12) Ibd 2 -PLY NUMBER OF FULL LENGTH STUDS MGT + 3965 (1) 5/5' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) led t0 WOOD DBL 2 DSL 2 DBL 2 DBL 2 HGT-2 + loew (2) 3/4' A.T.R. IN HlrAH STRENGTH EPDXY (MIN. 121 EMISED), (16) 10d TO WOOD UP TO 5'-0" 5'-0" TO 6'-4" 6'-4" TO S"-0" 8'-0" AND OVER HGT-3 + 10830 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (ib) led TO WOOD LTAI 1420 (12) led x 1-1/2' VGT 41340 (1) 5/8' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EM15ED). (16) SDS 1/4' X 3' TO WOOD (2) 'AT (2) 5/6' A.T.R. IN HIGH STft-WTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' t0 WOOD MTS -12 1000 04) led x 1 1/1 HT6-16 1150 (16) led x 1 1/2 HT6-20 1450 (24) led x 1 1/2 z I -STA -12 ++ 925 (l0) loci LSTA-IS ++ 1235 (14) led In MSTA-15 ++ 1315 (14) led Q MSTA-24 ++ 1640 (18) led MSTA-30 2050 (22) 10d 0 MSTA-36 ++ 2050 (26) led MSTI-36 3800 (36) 10d x 1 1/2 MSTI-48 5065 (46) led x 1 1/2 Hb 950 (S) 8d TO PLATES, (8) 8d TO STUDS SP4 885 (6) 10d x 11/2' TO STUDS A33 150 (4) led t0 BEAM (4) led TO POST. HCP2 645 (6) led x 1-1/2' H1-1/2 ABU 44 2200 6865 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7' EMBEDJ IN CCNC. (12) Ibd TO WOOD V) Amu 66 2300 12000 (1) b/8' AT.R. IN HIGH STRENGTH EPDXY, (MIN. TEMBED.) IN CONC., (12)lbd TO WOOD x LTTI3 +++ 1340 (U 3/4' AT.R. IN HIGH STRENGTH EPDXY, (MIN. i' EMBEC9-) IN CONC., (SAOCI TO WOOD O TT2 +++ 1625 (1) 1/2' AT.R. IN HIGH STRENGTH XY, (MIN. I' EMB J IN GONG. (2) ' DOLT TO WOOD = 3610 (1) 5/6' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED.) IN CONC. (IS) led x 1 1/2' TO WOOD Z Q HTT4 4235 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 'I- EMBED-) IN CONC. (18) Trod x 2 1/2' TO WOOD 50 (1) 5/8' AT.R IN HIGH STRENGTH EPDXY, (MIN. 'I' EMBED.) IN CONC. (26) 10d x 1 1/2' TO WOOD w 14115 4610 (1) 5/81 A.T.R. IN HIGH STRENIGtH EPDXY, (MIN. 7' EMBED_) IN GONG. (26) led TO WOOD 2+90 —fl)6/61 AT.R. IN HIGH STRENGTH EPPXY, (MIN: 1' B D.) IN C C. (2b) 16 x O OD p HHDOII-SDS 2.5+ 11.445 1 1) 1' A.T.R. IN HIGH STRENGTH EPDXY, IMIN. 10- EMBED-) IN CONC., (24)sDS A' x ' WOOD SCREWS "Pi 6480 1 (1)1/8' A.B. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (3)16' STUD BOLTS TO WOOD M5HA 3.56/1175 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.151 EMBEDMENT) IN CMU. TOP, (1) 3/4' AT.R. IN HIGH STRENGTH EPDXY, (M IAL 6.15' EMBEDMENT) IN C.MU. FACE, 68)104 TO BEAM 0 W Mi oHA 5.50/1135 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN.. 6.15' EM5EDMENT) IN CMU. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU. FACE, (18)10d TO BEAM Z C210-3 (WOOD 1810 91�e (FFLOOOF) IS -1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU, (10) led TO WOOD 2 HUC410 (CMU) 1810 5085 I8 -I/4' x 2-3/4' t17EN (9 PER FLANGE) t0 CMU (10) 106 TO WOOD HUC 210-3 1510 40x90 18-1/4' x 2-3/4' TIT N TO CMU ( 10) led TO WOOD N HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN V DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ led COMMON NAILS CAN BE SUIBSTITUTED WITH led x 11/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWAIBLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 16 REMIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMIMPMENT INTO THE FOUNDATION WILL ME 7' AT.R. ■ A-307 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 19 USED, WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHOR?$ 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-HUJ05-R", T-ANCHORSPEC01, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOGS C-2011. MIN HEADER SPAN CHART 1 BRACING LEGEND 1 EXTERIOR GABLE TO BE BRACED W/2><4 BLOCKING Is 4'-0" O.G. (1ST 2 BAYS) 4 2X4 5YP 02 X-5RACING. REFER TO TYPICAL DETAIL SKITS F=OR BRACING REQUIREMENTS F=ASTEN 2X4 SYP '"2 OR SPRUCE BEVEL CUT TO TRUSS TOP CHORD W1106 x 3" NAILS 6 6" D.C. NOTE STAGGERED TRUSSES MARKED WAN°* ° REQUIRE WEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OP INDIVIDUAL TRUSS MEMBERS. REF=ER TO TRUSS MF=R'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REOU IRED FASTENERS. (Simpson) or (USP) HUS2( SINGLE STORM`" APPLICATION © THDH2(o -2 HGUS28-2 (C THDH25-2 SIZE (N� THD4(o CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-4" TO '-0" 5'-4" -I ''-0" TO 10"-0" 10'-0" AND OVER TWO STORY APPLICATIONDOUJN STAIRS SIZE NUMBER OF FULL LENGTH STUDS CLEAR SPAN DBL 2 DSL 2 DBL 2 DBL 2 x F x 5 x 10 x 12 UP TO 5'-0" 5'-0" TO 6'-4" 6'-4" TO S"-0" 8'-0" AND OVER 1 BRACING LEGEND 1 EXTERIOR GABLE TO BE BRACED W/2><4 BLOCKING Is 4'-0" O.G. (1ST 2 BAYS) 4 2X4 5YP 02 X-5RACING. REFER TO TYPICAL DETAIL SKITS F=OR BRACING REQUIREMENTS F=ASTEN 2X4 SYP '"2 OR SPRUCE BEVEL CUT TO TRUSS TOP CHORD W1106 x 3" NAILS 6 6" D.C. NOTE STAGGERED TRUSSES MARKED WAN°* ° REQUIRE WEB STIFFENERS FOR PERMANENT STRUCTURAL RESTRAINT OP INDIVIDUAL TRUSS MEMBERS. REF=ER TO TRUSS MF=R'S SIGNED 4 SEALED DRAWINGS FOR LOCATION, SIZE 4 REOU IRED FASTENERS. } DENOTE TRU55 WEB BRACE REQUIRED. DENOTE RAT RUN a 10'0/C MAX. DENOTE 2A 5TRMBACK a 10' O/c MAX. MUM WALL AND HEADER gTTTn RFaTUREMENTS MAXIMUM HEADER SPAN (ft.) (Simpson) or (USP) HUS2( ® HU52(o Q HGU526 -2 © THDH2(o -2 HGUS28-2 (C THDH25-2 ( HHU546 (N� THD4(o 1 SUR/L26-2 ( SKH26R/L-2 } DENOTE TRU55 WEB BRACE REQUIRED. DENOTE RAT RUN a 10'0/C MAX. DENOTE 2A 5TRMBACK a 10' O/c MAX. MUM WALL AND HEADER gTTTn RFaTUREMENTS MAXIMUM HEADER SPAN (ft.) UP TO S -0° Td 5'-0' U.N.O. 4'-11 1/2 1/2" AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER I 3 TYP. 2x12 DM.,HDR. FRAMING NOTES: I. HURRICANE STRAPS TO BE MANUFACTURED 5`1' 6IMP50N STRONG -TIE OR EQUAL, U.N.O. 2.TYP'ICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * TRUSS TO MA5ONR*,r/CONCRETE SHALL BE META -16 * FLOOD'. JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 3211 ON CENTER ON JOISTS PARALLEL TO WALL. * TRU55 TO WOOD FRAMING SHALL BE MT5-12 3.TRU65 TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED ,4ND 5Uf=1pLIED BY TRUSS MANUFACTURER. '.REFER TO TRU55 MANUFACTURER.'5 SIGNED AND SEALED DRAWING5 FOR LOCATIONS, PROFILE, ,4ND 5IzE OF ROOF/FLOOR TRUSSES. 5.HEADER• SPAN CHART 4 MINIMUM WALL 4 HEADER STUD RECD. ARE STANDARD U.N.O ON FR,4M ING PLAN (o, MIN. 2X4 HIPCUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES e EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU55 AS PER APA REQUIREMENTS. TRUSS TO 4X6 POST—' (2) HTS -20 POST TO 4X6 BLOCKING (2) MSTA-24, POST TO CMU HTT-4 r-11=1 G,11-I1rll� (2) HTS -gra POST TO 4X6 BLOCKING (2) MSTA-24 POST TO CMU HTT-4 1!t'0uf_`F FRAMINO PLAN DBL STUD (2) 1 3/4" X -I Y4' MICROLLAM LvL W/(2) JACK & (2) F=ULL STUDS W/(1) LSTA12 6 EA, END. FASTEN EA. STUD LU/5P4 SOUTHERN TRUSS 05/12/11 A R C N IT E C T S •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www,a bd esi gn gro u p - co m AA #: 0003325 SUBDIV. & ILIOT: TUSCA SOUTH LOT #2018 PROJECT# 02108.008 MODEL - "2408>> GAIR.&G E SWING: LEFT PAGE: SECOND FLOOR FRAMING PLAN ELEVATION B" ARCHITECT - STATE OF FLORIDA rev I i�°�i PRINT DATE: 11Z10/11 1/4"=V-0" 1 10 11 SC�: 1/tt= V — Oft SHENT 7 I D + 3 w z cI1 w w p Q N Z Q Lu V o z z O q d) to (P SUBDIV. & ILIOT: TUSCA SOUTH LOT #2018 PROJECT# 02108.008 MODEL - "2408>> GAIR.&G E SWING: LEFT PAGE: SECOND FLOOR FRAMING PLAN ELEVATION B" ARCHITECT - STATE OF FLORIDA rev I i�°�i PRINT DATE: 11Z10/11 1/4"=V-0" 1 10 11 SC�: 1/tt= V — Oft SHENT 7 I D + 3 ELECTRIC,41-LEGEND 5YM50L DEFINITION NOTES 2496 SQFT GENERAL LIGHTING X3 VA PER SQFT 12Dv OUTLET 20 AMP 3000 I UAV OUTLET (TAMPER RESISTANT 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1/2 OF OUTLET 5000 1 DISPOSAL nrAV OUTLET WIRED To 35194 FIRST 10 IVA OF GENERAL LOAD AT 100% 10000 $WITCH 10078 TOTAL NET GENERAL LOAD 20078 EOUIPED WITH GROUND FAULT 8720 8GFI II0V OUTLET ITAPRR RE818TANT 6500 5 KW ELECTRIC HEAT AT 855: --- 4 WIRE 20078 NET TOTAL HEAT 220V OUTLET CONNECTION 33298 EXTERIOR GROUND FAULT GFI WATERPROOF INTERRUPTER OUTLET SWITCH SWITCH 3 -WAY OPER. ¢ SWITCH 4 -WAY OPER. J WALL X1.1 MOUNTED LIGHT CEILING LIGHT VAPOR W `Q1 PROOF VP LIGHT RECESSED CAN I CFM PER VENT. FAN SGS, FT. VENT. FAN I CFM PER W/LIGHT 50. FT. �- 2' LIGHT STRIP 4' LIGHT STRIP 0 4' RECESSED FLUORESCENT 2-5UL5 WRAP LIGHT AROUND 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT ® PANEL METER SMOKE 15ATT. HACK -UP (� DETECTOR W/ 14ARDWIRE INTER - MATT. 15ACK-UP CARBON W/ HARDWIRE INTE- (Qj '4C>15100 MONOXIDE/ C )NNNECTEP SMOKE DETECTOR SHALL ME A z COM50 DISTANCE OF NOT LESS THEN 4" oo FROM WALL PENDANT LIGHT TELEPHONE JACK WATER HEAT. WH DISCONNECT AIR. GOND. A/C DISCONNECT rq (P TELEVISION tv. JACK GAS c OUTLET CEILING I=AN/LIGHT CEILING 15OX REQUIRED TO BE SUPPORTED IN ACCORDANCE WJ P30X MARKED AS SUCH FOR � INSPECTION FLOOD LIGHT OPTIONAL KP SECURITY F-, KEYPAD PUSH- FOR 4• pg, UUTTON CHIMES * LOCATION OF TV JACKS 8 PHONE OUTLETS 4 FANS TO 5E VERIFIED o 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 -w ISLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER D15CONNECT TO BE LOCKOUT IN PANEL * 5ATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FIBC 2001,RESIDENTIAL CODE TABLE M15063) * LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEE=DERS * WIRING METHOD SHALL 5E NON METALLIC CABLE A5 N.E.G. 2008 ARTICLE 300.(5) (2) * ALL, RECEPTACLES TO 5E TAMPER- RE8I5TANT TYPE FOR MIRCO/ HOOD A5V. METER FIELD VERIFY LOCATION ENTRY POWER COMPANY TRANSFORMER GRADE PROVIDE 152 AMP, 120/240 VOLT, 1 PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 *2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO eID. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC COPE"D2) HOUSE PLAN: 2498 MODEL LOAD INFORMATION VA 2496 SQFT GENERAL LIGHTING X3 VA PER SQFT 7494 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 1 LAUNDRY CIRCUIT AT 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 600 SUBTOTAL OF GENERAL LOAD 35194 FIRST 10 IVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 25194 VA x .4 10078 TOTAL NET GENERAL LOAD 20078 4 TON HEAT PUMP#1 28 AMPx 240 VA= 8720 2.5 TON HEAT PUMP#2 21 AMPx 240 VA- --- 10 KW ELECTRIC HEAT AT 85% 6500 5 KW ELECTRIC HEAT AT 855: --- NET GENERAL LOAD 20078 NET TOTAL HEAT 13220 TOTAL LOAD 33298 CALCULATED LOAD FOR SERVICE 33298 VA/240 V= 122-AMP- 39AMP150 AMP SERVICE 150 NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE 3 01 CU, 1 06 CU GND 2" CONDUIT OR PROVIDE 3 *2/0 AL, 1 04 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE A5OVE SOFFIT ,8 OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE MLO eM O PANEL 15OA/2P MCI3 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM 150ND ING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASE=D FOOTER STEEL PER NEC 2008 2550.52(3). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 150 A4 if ' ELECTfRICAL fRI&EfR NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICA5LE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL ESE TYPE THHN/THWN UNLESS NOTED OTHERWISE. A R C H I T E C T S 4Design Groupinc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LCT: TUSCA SOUTH LOT #2018 PRC►JICCT# 02108.008 MODEL: "2498" GAFLAGR 8 iWiNG: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA PRINT DATE11/10/11 SCALM: 1/4"-1'-0" SHEET CFh� Z3 O W W Q w Z z oo rq (P c 4 � � F-, SUBDIV. 8c LCT: TUSCA SOUTH LOT #2018 PRC►JICCT# 02108.008 MODEL: "2498" GAFLAGR 8 iWiNG: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA PRINT DATE11/10/11 SCALM: 1/4"-1'-0" SHEET CFh� i ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125Y OUTLET 20 AMP 110Y OUTLET (TAMPER RE 16TANT 1/2 QF OUTLET 110Y OUTLET WIRED TO SWITCH EQUIPED WITH GROUND FAULT 110Y OUTLET IN 16TANT GFI (TAM Ty o O WIRE 220Y OUTLET CONNECTION EXTERIOR GROUNDWGROUNDF ULT GFI WATERPROOF INTERRUPTER w OUTLET a ( SWITCH SWITCH 3 -WAY OPER. ¢ SWITCH 4 -WAY OPER. WALL MOUNTED LIGHT CEILING LIGHT VAPOR ) PROOF vo ,/Vp LIGHT RECESSED \a CAN I GFM PER VENT. FAN $Q. FT. VENT. FAN 1 CFM PER W/LIGHT 50. FT. 2' LIGHT STRIP 4' LIGHT STRIP OQ 4' RECESSED 2 -BULB WRAP FLUORESCE LIGHT NT AROUND 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT ® PANEL METER SMOKE BATT. BACK-UP (; DETECTOR W/ HNA WIRE TER- 13ATT. IBACK-UP CARBON W/ HARDWIRE INTER - MONOXIDE/ CONNECTED 1,01 5/GO SMOKE DETECTOR SHALL RE A COMBO DISTANCE OF NOT LESS THEN 4' FROM WALL .PENDANT LIGHT TELEPHONE JACK WATER HEAT. WH DISCONNECT AIR. COND. AIG DISCONNECT TELEVISION TV. JACK GAS 4 OUTLET CEILING FAN/LIGHT -CEILING 15OX REQTO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL KP SECURITY KEYPAD PUSH- FOR 4F. BUTTON CHIMES * LOCATION OF Tv JACKS d PHONE OUTLET5 4 FANS TO BE VERIFIED 6 HOMEOWNER PRE-GON5TRUCTION MEETING. * ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * CFI a ISLAND (NOT ON KITCHEN CIRCUIT) * D15HU,45HER D15CONNECT TO BE LOCKOUT IN PANEL * 15ATHZOOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(F5C 2007,RE5IDENTIAL CODE TABLE M15063) * LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * LUIRING METHOD SHALL BE NON METALLIC GABLE 45 N.E.G. 2008 ARTICLE 300.(5) (2) * ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE 1 CEILING MTD. LIGHT TO BE CEILING MTD. I LOFT INSTALLED, LIGHT TO BE I PROVIDE J -BOX INSTALLED, FOR OPT. FAN PROVIDE J -BOX FOR OPT. FAN CEILING MTD. LIGHT TO BE�/ INSTALLED, // BEDROOM #3 PROVIDE J -BOX FOR OPT. FAN � BEDROOM (D� 0SD S/CO /c NR/A 1 I I I I a= CEILING MTD. ! LIGHT TO BE INSTALLED,!T` r PROvIDE J -BOX FOR OPT, FAN MASTER BEDROOM TO SWITCH IST FLOOR 1 CEILING MTD. LIGHT TO BE ' INSTALLED, `�",,PROVIDE J-15ox FOR OPT. FAN BEDROOM #4 E�z 1" FLOOR ELECTD-LUCAL P SECOND A R C H I T E C T S _441 N. RONALD REAGAN BLVD. LONGW44D, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h w o w a q zCl OU z N z Lu SuBDIV. & LOT: TUSCA SOUTH LOT #2018 PROJECT# 02108.008 MODRIA "2498" GARAGE SWING: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT= STATE OF FLORIDA DATE: 11/10/11 SCALE: 1411-1'-0" SHEET 9 OF HVAC NOTE 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG, REQUIRMENTS. 2, ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB & MASTIC. AND INSTALLED AS PER 2007 FLORIDA MECHANICAL BLDG. CODE SECTION 603 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NFPA 90A 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET. 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL OR OTHER MATERIALS AS PER 2007 FLORIDA MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO 2007 FLORIDA MECHANICAL CODE 603.1 7. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH 2007 FLORIDA MECHANICAL CODE SECTION 403 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND 2007 FLORIDA MECHANICAL CODE SECTION 607 10. GRILLS AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL, FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: — ALL HVAC TO HAVE PROPER PANS W/DRAINS — — — — — — — ATTIC I II I II CEILING 12X8 PLENUM PLENUM — AR AIR I I 12X8 811 SUPPLY RETURN Q JL EXTERIOR WALL ojo AIR 8 HANDLER — I SUCTION AND LIQUID IREITURIN REFRIGERANT LINESAux. Drain Line r I � 14x14 EVAP.TR{aY3/4" PVC CONDENSATE DRAIN LINEi I 4"PLATFORM I L — — J — — — - --— r— — 8X4 — REFRIGERANT LINES TO CONDENSING UNIT I 4 4't I I 8X4 — — --inI — TRAP DRAIN LINE AND TERMINATE IN1 EXH. FAN A APROVED DRAIN, AS PER FLORIDA MECHANICAL I r — t V.T.R. BLDG. CODE 2007, 307.2.1.1 I I I I �50CFM — — — L — J LEGEND 8, ® SUPPLY AIR DIFFUSER A/G ° II A/c ® RETURN AIR GRILL SECURE STRAP TO UNIT SIMPSON WB ROLL STRAP 12X8 ® SIDE-WALL OR 1 WAY DIFFUSER CONC. W/ (2)-3/16"X2" TAP -CONS OR EQUAL I �. SOLID LINE= SUPPLY TRUNK 1 1 - — BROKEN LINE= RETURN TRUNK SECURE STRAP TO BALANCING DAMPER OR OBD CONC. SLAB UNIT W/ (2) #8x1 114 SHT MTL SCREWS CEILING EXHAUST FAN O/A OUTSIDE AIR THERMOSTAT A/C CONNECTION PASS THROUGH AIR GRILL TO PAD DETAIL — - PT II II II COUNTERSUNK C.O. PLUG FIN. GRADE SEE SPEC. OR PAVING FIN. FLOOR •r` �* �-- -- — SCORIATED OR WALL —�_ — ao 'S;'^ .`•;' +.,,�•.,------------------- — NICKEL BRONZE FL. FITTING OR FIRST FLOOR MECHANICAL PLAN ALL ELEV — — — — = EXTENSION TO BRASS INC OR EXTENSION TO _� SOIL OR WASTE AS SOIL OR WASTE PLUG I (REQUIRED I I AS REQUIRED INSIDE I I I I CAULK — WADE 8240-K JOSAM 56000 SERIES NICKEL BRASS TOP P.V.C.OPTIISPEC. r III ,• (III 1---------Ut--� INV SEE _ SITE PLAN INV. SEE _ SITE PLAN FLOOR SLAB CLEAN-OUT (TYP.)t, EXT. GROUND CLEAN-OUT (TYP.) A R C N I T E C T S 1441 N. RONALD REAGAN E LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 mmabdasigngraup.cor AA #: 0003325 ! UBDIV. & LOT: TUSCA SOUTH LOT #2018 IPRC►JECT# 02108.008 ]MODEL: "2498" GAP.&GE OWING: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN ARCHITECT STATE OF FLORIDA .JAM NTWELL A 12079 PRINT DATE: W SCALE: 1/4"=1'-0" t LU W W C] 4 N Q Z 0 < w z q U 4) to D (p 0 � ! UBDIV. & LOT: TUSCA SOUTH LOT #2018 IPRC►JECT# 02108.008 ]MODEL: "2498" GAP.&GE OWING: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN ARCHITECT STATE OF FLORIDA .JAM NTWELL A 12079 PRINT DATE: 11/10/11 SCALE: 1/4"=1'-0" SHEET A R C H IT E C T S Design Gourp inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 svBnly. & IOT: TUSCA SOUTH LOT #2018 PROJECT# 02108.008 MODEL: "2498" GARAGE OWING: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN kl- ARCHITECT STATE OF FLORIDA Zll DAMM: 11/10/11 SCAIM: 1/4$j =1' - 0" SHEET d F� W U � Lu D LL, l7 q O U c) llu 4 � � EV svBnly. & IOT: TUSCA SOUTH LOT #2018 PROJECT# 02108.008 MODEL: "2498" GARAGE OWING: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN kl- ARCHITECT STATE OF FLORIDA Zll DAMM: 11/10/11 SCAIM: 1/4$j =1' - 0" SHEET d F� A R C H I T E CT S 4Design Groupine. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774.4078 www.a bdesigngrou p.com AA #: 0003325 ti 44 W 10z o o � Lu z z 0 l A woo'0 SVBDIV. ae LOT: TUSCA SOUTH LOT #2018 PROJECT# 02108.008 MODEL: "2498" GANAGM SWING: LEFT PAGE: CABINET LAYOUTS ARCHITECT - STATE OF FLORIDA ABS NO 120179 ATE: SCA' E: 1 `4)a _ l e _ O» SHEET 12 OF li) Ob REBAR VERTICALLY W/ GONG, POUR CELL R-4.2 INSULATION TEXTURED FINISH S' CMU E 1/2' GYP. WL. BP. WOOD 15ASE O a a Jd .11 7 4' GONG, REINF. W/ 6'xb' *10 WWM OR FIBERMESH ON (P -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATMENT SHALL BE BORA-CARE E 4' b, 4" I'-4' (2) S REBAR ON CHAIRS 1 -STORY FOOTING W BLOCK WALL SCALE: 1/2'-1'-0' a 4' GONG., REINF. W/ 6'x6' *10 WU111 OR FIMERMESH ON 6 -MIL POLY E 4` ETHYLENE VAPOR BARRIER ON M $" WELL -COMPACTED L�I�CLLE�EA��N TERMITE T(I)-A�aTM6N4RSA ! 142 RS ORA -CARE q- THICKEN EDGE SCALE= 1/2'■1'-0" C m a A 4' CONC, REINF. W/ 6'x6' *10 WWM OR FIBERME5H ON b -MIL POLY 4' 4' ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE GARAGE STEP- UP �J NON-BEARING SCALE: 1/2'-1'-0' GRADE Z T L d 40 e 4 4' CONC, REINF. W/ 6'x6' *10 WWM OR FIBERME5H ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE o T.A 4, TREATEMENT SHALL BE BORA-CARE M O 2'-O' 4' -5 REAR ON CHAIRS 9 CONCRETE PAD POURED LINTEL CONT. (TYP-) 3, S' CMU FILLED CELL (TYPJ 2X WALL FRAMING J¢0 LTS MIN. 5' EMODMENT(W/ 7'X2'X1/8' WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID FOUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 1.��. BLOCK WALL CONNECTION (1) *b REBAR SET IN SIMPSON HIGH STRSW4TH EPDXY' EMMED. MIN. 4 ° a' a 4' CONC, REINF. W/ 6'x6' *10 UW OR A ', , a FIBERMESH ON 6 -MIL POLY i .� ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TMATEMENT SHALL BE BORA-CARE TYP. RETROFIT FOR A OMITTED DOWELS SECURE BT. PLATE TO BLK W/ }' SECURE Eft. PLATE TO SLAB W/ J' SECURE BT. PLATE TO SLAB W1 1061 ANCHOR BOLT W/2' WASHER SET IN ANCHOR BOLT W/ 2' WASHER SET IN CUT NAILS/ MASONRY NAIL * 32' O.G. - SIMPSON HIGH STRENGTH EPDXY i' SIMPSON HIGH STRENGTH EPDXY 7' MAX EMBED. MIN. * 32' OC MAX. EMBED. MIN. * 32' OC MAX. , :10 4' CONC., REINF. W/ 6'xb' 010 WWt'1 OR FIBERMESH ON 6 -MIL POLY Z ETHYLENE VAPOR BARRIER ON in U ¢, a" ¢, TRETE ATEMENP SHALL BE MORA-CAACTED CLEAN RE (2) *3 REMAR ON CHAIRS 1 -STORY FOOTING AT L. B. W. W UPLIFT SCALE: 1/2'-1'-0' STUDS 16' O.G. MAX 5 112' IN HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/' ANCHOR BOLT W/ 2' WASHER SET IN W SIMPSON HIGH STRENGTH EPDXY 7' w EMBED. MIN. * 32' OC MAX. ° • * 4. a 4' CONC., REINF. W/ 6'xb' *10 WWM OR FIBERMESH ON 6 -MIL POLY E ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE ;r- 141,8' 4' 4' TREATEMENT SHALL PSE BORA-CARE I -4' (2) *b REBAR ON CHAIRS GARAGE STEP-UP 1 -STORY L.B.W. SCALE= I/1'N1'-0, I I RECESS FOR 5jG.D*TRACK jeA FINISH FLOOR V a. '4: .. a 1e,a a A.' 1 O SLAB AT S. G. D. SCALE: 11-11-01 --CAULK AND SEAL GAS LINE I �' PVC SLEEVE FOR GAS LINE 61 a, CMU `r 112" DRYWALL V�_WOOV BASE , d' ,r a o• A- 4 e 4 4' CONC., REINF. W/ 6'x6' *10 WWM OR FIBERMESH ON 6 -MIL POLY T ETHYLENE VAPOR BARRIER ON o WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (3) *b REBAR ON CHAIRS 2 -STORY FOOTING @� 2 AT L.B.W. * 4' CONC, RE NF. W/ 6'x6' *I(!) WIUM OR FIBERMESH ON 6 -MIL POLY Z <K ETHYLENE VAPOR BARRIER ON i IllELL-COMPACTED CLEAN TERMITE a ¢" S' ¢� TREATEMENT SHALL BE MORA -CARE r2) *S 17EBAR ON CHAIRS 1 -STORY FOOTING AT L.B.W. W NO -UPLIFT SCALE: 1/2'-1'-0' b 1/2, * HEAD OF GARAGE RECESS FOR I GARAGE DOOR VARIES WITH SLOPE 7FI4' CONC, REINF. W/ 6"X6' *10 WWM OR z CURB HEIGHT VARIES SECURE BT. PLATE TO SLAB W1 4' CONC., REINF. W/ b'xb' *10 WWM OR ETHYLENE VAPOR BARRIER ON ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' ETHYLENE VAPOR BARRIER ON EXTENDED 5LA5 11/2' CURB HEIGHT VARIES 1/2' RECESS FOR SERVICE OR 15 CNL TERMITE 42 /F EMBED. MIN. * 32' OC MAX. 0 TREATEMENT SHAL BE 50R — ARE (1) -5 REBAR ON CHAIRS N ,a T (3) *b REBAR ON CHAIRS ll.l ' Z a ' a • °� • ' 4' LONG, REINF. W/ 6'xb' "12) ULM OR o� A. , ° ° 4' CONIC., REINF. W/ 6'Xb' *10 WWM1 OR FIBERMESH ON (P -MIL POLI FIDERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON - • 4 .; ETHYLENE VAPOR BARRIER ON E 4' b' 6' 4' WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE GU^ WELL -COMPACTED CLEAN TERMITE 1I,42-ATEMENT SHALL BE BORA-CARE Q (2) *b REBAR ON CHAIRS L (3) -5 REBAR ON CHAIRS GARAGE STEP-UP SLAB AT GARAGE A 2 -STORY L.B.W. SCALE: SERVICE DOOR LUcl Q 11 GARAGE DOOR FOOTING SCALE: 1/2'-1'-0' 12 NOT USED A i8m TEXTURED FINISH R-11 INSULATION MIN. STUDS Ib' O.C. MAX 1/2' GYP. WL.15D. WOOD BASE ECURE BT. PLATE TO BLK W/ }' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 7' EMBED. MIN. * 32' OC MAX. a Ua'41 4' CONC, REINF. W/ b'xb' *I!A ULM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEANTERMITE TREATEMENT SHALL BE BORA-CARE 41 (2) *b REBAR ON CHAIRS 1 --STORY FOOTING � W FRAME WALL SCALE: I/2' N I'-0' (1) •b REBAR VERTICALLY W/ CONC. POUR CELL L ( a' CMU uy r � CUR'}."+ HEIGHT VARIES A a , 4' CONC, REINF. W/ 6'x6' 010 WWM OR FISERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON ° WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE }.SORA -CARE 4' B' 4' l2) *b REBAR ON CHAIRS u 1 -STORY FOOTING 8 AT GARAGE SCALE. 112'-r-0' (1) *3 REBAR VERTICALLY W/ CONC. FOUR CELL R-42 INSULATION TEXTUMP FINISH a, CMU tr 1/2' GYP- WL. 817. ib ( WOOD BASE O a. i • ° 4' CONC., REMF. W/ ba'xb' *10 WWM OR m a FIDERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON NJ WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (3) *b REBAR ON CHAIRS M V 2 -STORY FOOTING PWBLOCK WALL SCALE: TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ S' HOCK GROUTED BOND BEAM VARIES PER ELE a 0 (2) 05 MBAR ON CHAIR$ •c 1 GAS LINE THRU BLOCK 2 -STORY .• SCALE: 1'=1'-0' !3) *b REBAR ON CHAIRS (1) *5 MBAR VERTICALLY W/ CONC. POUR CELL a' R-42 INSULATION e a, CMU 1/2' GYP. WL. BD. zWOOD BASE a � � CLEANOUT REQUIRED A as 4' GONG, REINF.. W/ b'xb' *10 ultl OR a 4• FOR INSPECTION J FIHERME$H ON 6 -MIL POLY'I Z ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE a la. o a I TREATED FILL ' a 1 � ' 0,_V. FIN, (2) -b REBAR * 1 -STORY ° 'A o d, a TIE VERTICAL REBAR (3) *S REBAR * 2 -STORY TO HORfZATIONAL() "9 VERT. iOWEL Il6' PVC CHASE THRU FOOTING LAPPED BOND BEAM /—OUTSIDE MBAR TO BE REMAR W/ B' HOOK 11) *b REBAR AT CORNERS ' ',.■ .�:. +�.... CONTINUOUS W/ ?b" LAP MM. 4 '* e o a a °� ae�- �� a 1 -STORY F a a (2) Or7 REBAR ON CHAIRS rn TORY 'e. �. 14 ...., u 1'-4' (3$*b REBAR ON CHAIRS 2'-1' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL R REBAR LAP AT FOOTING AT LINTEL CORNERS W BLOCK WALL �j REINFORCING L SCALE: D SCALE: 1/2' -I' -f0' JJ SCALE- 1/2'-I'-0' ALL ]E TERIO ]EO 0 r_r_FRS AT F'I]�TI I-3[ S LAB'S 70 EVE MIT -T. 12 �ELO W 7CJ]�TI�][ T� TRB7E] OIL TEXTURED FINISH R-11 INSULATION MIN. STUDS 16' O.C. MAX 1/2' GYP. WL. W. WOOD BASE- SECURE ASESECURE BT. PLATE TO BLK W1" E 7 ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' a EMBED. MIN. * 32" OC MAX. F ° a a a 4' CONC., REINF. W/ 6'xb' *10 ULM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON ° e * WELL -COMPACTED CLEAN TERMITE TIMATEMENT SHALL BE BORA-CARE ru 4" b' 6' 4' (3) *b REBAR ON CHAIRS 1 -8' 2 -STORY FOOTING 3 A W .FRAME WALL SGA!- RECESS FOR I GARAGE DOOR 7FI4' CONC, REINF. W/ 6"X6' *10 WWM OR z CURB HEIGHT VARIES BERMESH ON 6 -MIL POLY 4' CONC., REINF. W/ b'xb' *10 WWM OR ETHYLENE VAPOR BARRIER ON ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE 15 CNL TERMITE 42 /F TREATEMENT SHALL BE BORA-CARE 0 TREATEMENT SHAL BE 50R — ARE (1) -5 REBAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE: 1/2'-1'-0' 12 NOT USED A i8m TEXTURED FINISH R-11 INSULATION MIN. STUDS Ib' O.C. MAX 1/2' GYP. WL.15D. WOOD BASE ECURE BT. PLATE TO BLK W/ }' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 7' EMBED. MIN. * 32' OC MAX. a Ua'41 4' CONC, REINF. W/ b'xb' *I!A ULM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEANTERMITE TREATEMENT SHALL BE BORA-CARE 41 (2) *b REBAR ON CHAIRS 1 --STORY FOOTING � W FRAME WALL SCALE: I/2' N I'-0' (1) •b REBAR VERTICALLY W/ CONC. POUR CELL L ( a' CMU uy r � CUR'}."+ HEIGHT VARIES A a , 4' CONC, REINF. W/ 6'x6' 010 WWM OR FISERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON ° WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE }.SORA -CARE 4' B' 4' l2) *b REBAR ON CHAIRS u 1 -STORY FOOTING 8 AT GARAGE SCALE. 112'-r-0' (1) *3 REBAR VERTICALLY W/ CONC. FOUR CELL R-42 INSULATION TEXTUMP FINISH a, CMU tr 1/2' GYP- WL. 817. ib ( WOOD BASE O a. i • ° 4' CONC., REMF. W/ ba'xb' *10 WWM OR m a FIDERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON NJ WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL BE BORA-CARE (3) *b REBAR ON CHAIRS M V 2 -STORY FOOTING PWBLOCK WALL SCALE: TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ S' HOCK GROUTED BOND BEAM VARIES PER ELE a 0 (2) 05 MBAR ON CHAIR$ •c 1 GAS LINE THRU BLOCK 2 -STORY .• SCALE: 1'=1'-0' !3) *b REBAR ON CHAIRS (1) *5 MBAR VERTICALLY W/ CONC. POUR CELL a' R-42 INSULATION e a, CMU 1/2' GYP. WL. BD. zWOOD BASE a � � CLEANOUT REQUIRED A as 4' GONG, REINF.. W/ b'xb' *10 ultl OR a 4• FOR INSPECTION J FIHERME$H ON 6 -MIL POLY'I Z ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE a la. o a I TREATED FILL ' a 1 � ' 0,_V. FIN, (2) -b REBAR * 1 -STORY ° 'A o d, a TIE VERTICAL REBAR (3) *S REBAR * 2 -STORY TO HORfZATIONAL() "9 VERT. iOWEL Il6' PVC CHASE THRU FOOTING LAPPED BOND BEAM /—OUTSIDE MBAR TO BE REMAR W/ B' HOOK 11) *b REBAR AT CORNERS ' ',.■ .�:. +�.... CONTINUOUS W/ ?b" LAP MM. 4 '* e o a a °� ae�- �� a 1 -STORY F a a (2) Or7 REBAR ON CHAIRS rn TORY 'e. �. 14 ...., u 1'-4' (3$*b REBAR ON CHAIRS 2'-1' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL R REBAR LAP AT FOOTING AT LINTEL CORNERS W BLOCK WALL �j REINFORCING L SCALE: D SCALE: 1/2' -I' -f0' JJ SCALE- 1/2'-I'-0' ALL ]E TERIO ]EO 0 r_r_FRS AT F'I]�TI I-3[ S LAB'S 70 EVE MIT -T. 12 �ELO W 7CJ]�TI�][ T� TRB7E] OIL TEXTURED FINISH R-11 INSULATION MIN. STUDS 16' O.C. MAX 1/2' GYP. WL. W. WOOD BASE- SECURE ASESECURE BT. PLATE TO BLK W1" E 7 ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' a EMBED. MIN. * 32" OC MAX. F ° a a a 4' CONC., REINF. W/ 6'xb' *10 ULM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON ° e * WELL -COMPACTED CLEAN TERMITE TIMATEMENT SHALL BE BORA-CARE ru 4" b' 6' 4' (3) *b REBAR ON CHAIRS 1 -8' 2 -STORY FOOTING 3 A W .FRAME WALL SGA!- 4' 1, b" L 6" 4` 2 -STORY FOOTING A AT GARAGE SCALE: 1/2"-P-0' 14 NOT USED GROUTED BOND BEAM VARIES PER ELEV. TIE VERTICAL REBAR ETO HORIZATIONAL � • 4..• REBAR W/ 8" HOOK • VARIES PER ELEV. GROUTED BOND BEAM a . a d CLEANOUT REQUIRED °• FOR INSPECTION 7 N `e 0'-0' FIN. FLR. 'J , . ea <• . p a TIE VERTICAL REBAR A. TO HORIZATIONAL ° •°• •A, o' REBAR W/ B" HOOK ° • moi-. �..�.. . tl b �u HORIZONTAL/VERTICAL REINFORCING AT BEARING CHANGE SCALE: 1/2'=1'-0= A R C H I T I C TS O*A 0 - Design Group ine. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a b d esi gn gra u p. ca m AA #: 0003325 (1)'5 REBAR VERTICALLY W1 CONC. POUR CELL B' CMU z CURB HEIGHT VARIES w 4' CONC., REINF. W/ b'xb' *10 WWM OR Z FIBERMESH ON (P -MIL POLY ETHYLENE VAPOR BARRIER ON 15 CNL TERMITE 42 /F 0 TREATEMENT SHAL BE 50R — ARE ,a T (3) *b REBAR ON CHAIRS ll.l 4. A 4' 1, b" L 6" 4` 2 -STORY FOOTING A AT GARAGE SCALE: 1/2"-P-0' 14 NOT USED GROUTED BOND BEAM VARIES PER ELEV. TIE VERTICAL REBAR ETO HORIZATIONAL � • 4..• REBAR W/ 8" HOOK • VARIES PER ELEV. GROUTED BOND BEAM a . a d CLEANOUT REQUIRED °• FOR INSPECTION 7 N `e 0'-0' FIN. FLR. 'J , . ea <• . p a TIE VERTICAL REBAR A. TO HORIZATIONAL ° •°• •A, o' REBAR W/ B" HOOK ° • moi-. �..�.. . tl b �u HORIZONTAL/VERTICAL REINFORCING AT BEARING CHANGE SCALE: 1/2'=1'-0= A R C H I T I C TS O*A 0 - Design Group ine. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a b d esi gn gra u p. ca m AA #: 0003325 S W DIDIV* & L02%. TUSCA SOUTH LOT #2018 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT - STATE OF FLORIDA lov 2011 JA S NTWELL NO 12079 DATE: 11/10/111 SCALE: 1/4"=1'-0" SHEET JLC i �gF� w ll.l GU^ Q 44 LUcl Q Q � ill Z z z 44 d) Lu � Fti N S W DIDIV* & L02%. TUSCA SOUTH LOT #2018 02108.008 MODEL: "2498" GARAGE SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT - STATE OF FLORIDA lov 2011 JA S NTWELL NO 12079 DATE: 11/10/111 SCALE: 1/4"=1'-0" SHEET JLC i �gF� PANEL ANCHOR SEALANT i� 0 SEALANT 3/S" -EXPANSION STRIP FREE OF MORTAR PANEL ANCHOR 1/4" EXP. BOLT TWO PER ANCHOR v7L WALL FRAME SHOWN HERE FOR ILLUSTRATIVE PURPOSES ONLY. WALL FRAMING CAN BE CONCRETE, M,45ONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND PANEL ANCHOR STYLE CONSTRUCTION SECURE 2x6 MIN. TO BLK W/ (2),Y ANCHOR BOLT W/ 2' WASHER SET IN 51MP80N HIGH STRENGTH EPDXY 4' EMBED. SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS. SIDES: 2X(P GARAGE DOOR BUCK W/ (3) )j -XS" J -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'XYa WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING. I -2X6 PT BLOCK is CENTER OF DOOR HEADER W/(ll,YXV J -BOLTS 4' EMBEDMENT W/ 2'X2"XYe' WASHER AND NUT no E GARAGE DOOR BUCK ATTACHMENT SCALE, 8 NOT USED LINTEL PLATE 3/8" EXPANSION 5TRIP FREE OF MORTAR L INTEL SEALANT TO BE MIN. 1/2' DEEP SEE NOTE EXPANSION STRIP PANEL ANCHOR GLASS BLOCK NOTE: THIS DIMENSION 15 DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS BLOCK. PANEL REINFORCING e EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT ACROSS EXPANSION JOINTS - GLASS BLOCK POSITION (2) 1-1/4" 5-4 HEX WASHER HEAD WITH ANTI -CORROSIVE COATING TIGHT TO BEND OF ANCHOR AND END OF SLOTTED HOLE =� TYPE 5 OR N MORTAR 1/4" MIN. 1/2" MAX. PANEL RE INFORC ING �. MORTAR ASPHALT EMULSION 1-3/4" X 20 GAUGE X 24' LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL 2X4 SECURED TO GABLE ENP W/(2)12d*EA. UPRIGHT 2X4 SECURED TO GABLE ENG W/(2A2d O.G. GABLE BLOCKING TRUSS 2x4 BLOCKING L-30 EA. * EA. RAFTER RAFTER H2B EA. RAFTER \ 2x4 RAFTER 24' O.C. 2x4 FRAMING (TYP) FRAMED OVERHANG 4 N.T.S. 2X4 DBL TOP PLATE 2x4 METAL STUD 24' P.G. 1/2" DRY WALL 2X4 16' O.G. MAX 2X4 PT. $T. PLATE 1/2' A.B W/ MIN. 1' EMBEDMENT 2' DIA. WASHER 32' O.G. MAX 115 REBAR CONT. (D WQ O D FRAME TO BLK. SCALE: I/2'=1'-0` g - SPARK ARREST T -41a' PER MANUFACTURER IX2 PT. TOP OF BOX --- v DBL. TOP PLATE 2X4 STUD It II II n II I TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON O.S.B. SHEATHING OR �" GDX PLYWOOD PRE. ENG. TRUSS � A PLAN VIEW SCALE: 1/z' ■ 1' -0' 5IMP5ON H-5 (MIN.) — s 2X4 TO TRUSS PRE. ENG. TRUSS 61=4 OR H-5 TOP PLATE TO STUDS 2'-0" ABv. 10'-0' LEVEL TO ROOF /-OR 2'-0' ABV. HIGHEST RIDGE WITHIN 10'-0' SIMPSON H-5 (MIN.) -0 2X4 TO TRUSS CHIMNEY DETAILS PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS m lb'O.C. MAX SIMPSON LSTA-12 -6 EA. JACK STUD, BOTH SIDES OF OPENING, 2x STUD$ 0 16" O.C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN J' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER 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 126 NAILS, TWO WITHIN ro' FROM EACH END 4 NO MORE: THAN 12' O.C. STAGGERED SP4 OR H5 4a TOP AND BOTTOM PLATE$ Q EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND TYP. EXTERIOR WINDOW/ FLR. LINE. @) � DOOR OPENING WD FRAMED SCALE: 112'-1'-0' NAILING SC,-HE=C>ULLE ROOF DIAPHRAGM USE 1/10' 0.8.8, OR 1/2" CDX PLY WITH 418 RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND *S RING SHANK GUN NAILS AT h' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHINGS TO GABLE END FRAME USE 08 GUN NAILS a 4' O.G. EXTERIOR SHEATHING: USE 111(o'O.5.5. OR 1/2" PLY WITH 05 RING SHANK GUN NAILS AT 6" O.C. AT PANEL SIDES AND 05 RING SHANK GUN NAILS 4" O.G. TOP 4 BOTTOM PANEL AND MS RING SHANK GUN NAILS At 6' O.G. AT INTERMEDIATE SUPPORTS. BEE DETAIL. NOTE: RING 514ANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER, N,41L. IREau l fREMENT6 SIZE HEAD LENGTH DIA. TENSILE STR ad ROUNDJ IODIFIED 11/8' .113 110000 OR t z� 10d ROUND, IODIFIED 2 I/s' .128 110000 OR T TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS STAPLE, NAIL 4 TOOL ASSOCIATION 1 0.113INCH NO SHANK DIAMETER ROOF SHEATHING—y ��I�GPIAM�t��/2��R��ANK DIAMETE 1 3. 1&t0 20RINGS��R INCA 4 @280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH ROOF SHEATHING LAYOUT ANI,) ENDWAL.L- 5FACING FOR G,45L-E EN12 FRAMING; SECURE 2x TO BLOCK W/ (2) a" TAPCON5 OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. I J') � WITHIN 8' OF EACH a END AND IV O.C. MAX m SPACING. " O.S.B. SHEATHING OR -"o ;' GDX PLYWOOD 2x4 BLOCKS ' CMU WALL ARCH WINDOW FRAME A SECTION SCALE: 1/2'- 1' -0' I OTE : TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT m OPENINGS •$ RING SHANK GUN NAILS 0 4'0 C TOP 4 50rom EDGES omm mmm ommmm . . . . . . SECURE 2x TO BLOCK W/ (2) a" TAPCON5 OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. I J') � WITHIN 8' OF EACH a END AND IV O.C. MAX m SPACING. " O.S.B. SHEATHING OR -"o ;' GDX PLYWOOD 2x4 BLOCKS ' CMU WALL ARCH WINDOW FRAME A SECTION SCALE: 1/2'- 1' -0' I OTE : TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT m OPENINGS •$ RING SHANK GUN NAILS 0 4'0 C TOP 4 50rom EDGES a w . . . . . . z� JU UjT x 7 �1 PRE• �` Ir. Iw IrYr�t-r•ti CRUS MT5- 1/16 ° 2x4 BTM. PLA' 321, C PRE -FI V4 -F I I YG�I�i�V TRUSS X4 DBL. TOP PLATE X4 STUD 16" O.G. I/16' OS.B. i2' A.B. W/ MIN. f' EMBEDMENT OCATE 6'-8' FROM ENDS SND 32" O.C. MAX. 'EXTURED FINISH ZETA -16 3" CMU WALL KNEE WALL DETAIL TQ BLOCK STALE: 1/2"• 1'-®' I 2X4X4' SECURE TO TRUSS W/ 3-126 MAX TYP. 2X4 SECURE TO 2X4 5LK W/2 -12d - SECURE TO BLK W/ META -Ib 2' 0" EXT'. SCALE: 1/2"=1'-0' 06 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 SCREWS a 6,'-6' O.C. MAX a EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T4G SUB -FLOOR DECKING GLUED t4 ALL EXPOSED MEMBERS PRE -ENG. TRUSS DBL. 2X TOP PLATE —' 1/16' 0.8.8. 2X BLOCKING 2 TOP OF 1/16" 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 O CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK. W/ 1/4' GAP FROM BLK. TO O.S.B. Q HORIZONTAL 2X S.F.F. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN REMAINING AREA t0 BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. SHEATHING * TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF Ib' FROM SHEET BELOW Q INSTALL ALL 5HEET5 W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: A R C H I T E C TS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUDDIV. 8� IrOT: TUSCA SOUTH LOT #2018 PROJECT# 02108.008 MODEL - „2498" GA:RAGE SWING: LEFT PAGE: MIsc.. DETAILS ARCHITECT - STATE OF FLORIDA revv PRINT DATE: 11 10 11 SCALE: 1/4"=V-0" w UjT x � a W n d d !1141 n Z z q N (P cv SUDDIV. 8� IrOT: TUSCA SOUTH LOT #2018 PROJECT# 02108.008 MODEL - „2498" GA:RAGE SWING: LEFT PAGE: MIsc.. DETAILS ARCHITECT - STATE OF FLORIDA revv PRINT DATE: 11 10 11 SCALE: 1/4"=V-0" F15ERGLASS SHINGLES 2x4 BLOCKING 5ETWEENx4 BLOCKING BETWEEN OVER 015 FELT PAPER ON AT FIRST TWO BAYS FIBERGLASS SHINGLES TRUSSES AT FIRST TWO BAYS 11 OVER '115 FELT PAPER ON 4'-0" O.C. (AT SHEATHING 26" O.S.B. SHEATHING OR � 4'-0" C.C. (AT SHEATHING �r6 0.5.5. SHEATHING OR �11 5EAM5) CC)>< PLYWOOD SECURED 5EAM5) CF -)X PLYWOOD SECURED PER NAILING SCHEDULE PRE -ENG GABLE Tr' PER NAILING SCHEDULE PRE -ENG GABLE TRUSS P.T. 1x2 W1 t-lTL. DRIP EDGE 2x4 NACONT. 2x4 RAT RUN SECURED W/ (2)ILER MTL. DRIP EDGE 126's Is EACH TRUSS F15ERGLA55 SHINGLES 2x4 SUB -BAND CONT. 2x4 RAT RUN SECURED 2x4 5U5 -BAND TO BE INSTALLED e MID, POINT OF OVER #15 FELT PAPER ON ALUM. SOFFIT W1 (2)126'a e EACH TRUSS ALUM, SOFFIT TRUSS SPAN, OR 10'-0" O.C. MAX. 0.6.5. SHEATHING OR STIFF5AC< ATALL UPRIGHTS TO BE INSTALLED 6 MILD. CDX PLYWOOD SECURED OVER 4'-10" HIGH (SEE POINT OF TRUSS SPAN, OR 5TIFF5AC< AT ALL SEE ENERGY CODE FORMS UPRIGHTS OVER 41-1011 FOR INSULATION R-VALUE5. PER NAILING SCHEDULE SEALED ENG. FOR 51ZE 4 lo' -O" C.G. MAX. CONDITION.) HIGH (SEE SEALED ENG, GYPSUM BOARD OR .1 sm -----5EE ENERGY CODE FORMS F01<? 5IZE � CONDITION. HIGH St%?ENGTH CLC. PRE -ENG TRUSS SEE ENERGY CODE FORMS 0.5.5. SHEATHING OR FOR INSULATION R -VALUES. 50ARZ) 2 1& D.S.B. SHEATHING OR FOR INSULATION R -VALUES. CC)>< PLYWOOD. ATTACHED GYPSUM 50ARZ) MTL. DRIP EDGE, OR CDX PLYWOOD. ATTACHED 2x4 NAILER HIGH PER NAILING SCHEDULE ON 4 GYPSUM BOARD OR HIGH STRENGTH CLG. PER NAILING SCHEDULE ON 11 Q.G.e 2x4 e 24 INTERIOR 2x4 SUB -BAND STRENGTH CLG. BOARD SHEET D5 BOARD SHEET Drp KNEE WALL A CONC. FILLED LINTEL 5L< CONG. FILLED LINTEL 5LK VENTED ALUM. SOFFIT THICK, 3 COAT CEMENT THICK, 3 COAT CEMENT SOFFIT W/ (1) 05 RE5,4R CONTINUOUS PLASTER OVER GRADE W1 (1) OE� RE5AR CONTINUOUS PILASTER OVER GRADE CONC. FILLED LINTEL 5LK PRECAST LINTEL "D" FELT PAPER BACK R-42 BATT. IN5UL. `D" FELT PAPER BACK W/ (1) 05 RE5AR CONTINUOUS . EMBED. STRAP VERIFY W/ METAL LATH OVER METAL LATH OVER TRUSS PLAN R-4,2 BATT, INSUL. APPROVED HOUSE WRAP PRECAST LINTEL APPROVED HOUSE WRAP PRECAST LINTEL WINDOW ATTACHMENT AS OR GRADE 11r)" FELT WINDOW ATTACHMENT AS OR GRADE "D` FELT WINDOW ATTACHMENT AS PAPER PER MANUFACTURES PAPER PER MANUFACTURES 2 X, 2 COAT CEMENT 6PEC IFICAT IONS 1"THIC PER SFIECIFICATIONS SPECIFICATIONS PLASTER APPLIED R MANUFACTURES WEEP SCREED WEEP SCREED DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL 2) PRECAST SILL (SEE DETAIL 2) PRECAST SILL �. P.T. SECURE GABLE TO 2x& P.T. RE5AR VERTICALLY SECURE GA5LE TO 2x(o - (1) 115 RE5AR VERTICALLY W1✓ (005 REPOUR CELL 5AR VERTICALLY PLATE W/ 126's 0" O.C. MAX W1 CONC. POUR CELL PLATE W1 126's B" O.C. MAX W1 CONC. POUR CELL CONC, lx2 P.T. FURRING STRIPS lx2 P.T. FURRING STRIPS SECURE 2x(o FT. PLATE TO lx2 P.T. FURRING STRIPS SECURE 2x& FT. PLATE TO 11 O.C. C.C. "x9" ,ANCHOR BOLT W1 6 1 BILK W1 Ilix'B" ANCHOR BOLT W/ W1 3 2" WASHER SET IN SIMP50N V— all CMU WASHER SET IN SIMPS all CMU S" CMU HIGH STRENGTH EPDXY -C HIGH SIRE NGTH EPDXY 1` 1/21, GYP. WL. 5D. 1/211 GYP. WL. 51). 1/21, GYP. WL. 5D. EMBED. MIN. 6 32" OC MAX. EMBED. MIN. 6 32" OC MAX. WOOD BASE WOOD BASE WOOD BASE I"THIC<, 2 COAT CEMENT "THICK, 2 COAT CEMENT v PLASTER APPLIED PLASTER APPLIEDDIRECTLY TO MASONRY A .4 DIRECTLY TO MASONRY 4 4 4 A 4 A 1 -STORY GABLE 1 -STORY 1 -STORY GABLE W/ VAULT C LG. BLOCK WALL BLOCK WALL BLOCK WALL SCALE: 3/4"=l'-0" IA SCALE: 3/4"=V-0` SCALE: 3/411=1,_00 2X4: CM 2X4. CM 2X4: CM SECURE To BLOCK W1 3%6" SECURE To BLOCK W/ 3/fbl SECURE TO BLOCK WIY4' = 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. WEAL) SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EM51220MENT 1 )Y/41) MIN. EMBEDMENT I V) MIN. EMBEDMENTI Y4') WITHIN 8' OF EACH END 4 WITHIN 5' OF EACH END 4 WITHIN a' OF EACH END 4 IS' O.C. MAX SPACING. IS" O.C. MAX SPACING. 151 O.C. MAX SPACING. B' Cmu2x8: C20 2x6: = NOTE: STRUCTURAL 2X MUST 2X(O: C291 NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK SECURE TO BLOCK W/1-1/4' BE ON OUTSIDE 4 SECURED )6' DRYWALL SECURE TO BLOCK W/24w BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCON5 OR DRIVE PIN THROUGH NON-STRUCTURAL I'X4' OR I'X2" F.T. NAILER TAPCONS OR DRIVE PIN THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK 51ZE.145 TAPCON MIN. 1-)/4" (MIN. SHANK SIZE .145 Ix4 P.T.R %'X4" MIN. sEcuRE MIN. HEAD SIZE 300 El N&' TAPCON MIN. 1-Y4' MIN. HEAD SIZE -300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 EMBEDMENT INTO BLOCK. FfFTHRU�RAME 4 EXTEND 144' MIN. EMBEDMENT I Y4') EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Y4') ?,Ifb' TAI MIN. i -V MIN. EMBEDMENT I Y4*) INTO BLOCK W/ 34' TAPCON5 WITHIN S' OF EACH END 4 WITHIN V OF EACH END 4 EMBEDMENT INTO BLOCK. WITHIN V OF EACH END 4 51 CMU >RlVr= PIN 18' O.C. MAX SPAC ING. a, CMU 18" O.C. MAX SPACING. 10' O.C. MAX SPACING. 1/1(011 0"5.5. OR CDX OR r \\\:,Y DRYWALL a, CMU 2xa: c:E= 14' DRYWALL (MIN. SHANK SIZE .145 2XD-. Ji' DRYWALL I'X4' OR I'X2' P.T. NAILER BUILD INCA WR,4F MIN. HEAD SIZE .300 2xa: I'X4" OR 1 '1 P.T. NAILER SECURE TO BLOCK LI SECURE TO BLOCK W/1-1/4' MIN. EMBEDMENT I -Y41 SECURE TO BLOCK w/2--',lw I'X4' OR I'X2' F.T. NAILER TAPCON5 OR DRIVE PIN Wr,' 0.5.5. X 4- MIN. WITHIN 5' OF EACH END 4 16' TAPCONS OR DRIVE PIN 0.5.5. X 4'M IN. TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .14r- DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING f=,4f=,F-R BACK O.C. MAX SPACING MIN. HEAD SIZE .3,00 MIN. 44EAD SIZE .300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW GALVD MTL. LATH DOOR CASING MIN. EMBEDMENT 0/49 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER MIN. EMBEDMENT Q49 ATTACH TO 2X PER ---DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER WITHIN 5' OF EACH ENE) 4 MANUFACTURES DETAILS. WITHIN 5' OF EACH END 4 MANUFACTURES DETAILS. TEXTURED ATTACH TO 2X PER 15' O.C. MAX SPACING. MANUFACTURES DETAILS. 15" O.C. MAX SPACING. 15' O.C. MAX SPACING. FINISH Q WOOD MANUFACTURES DETAILS. WOOD WEEP SCREED NOTE; SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMBJAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMS (PO NOT EXCEED Y41) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4"1 CONSTRUCTION ^$0 DOOR JAMB TO BLOCK +3 DOOR JAMB TO BLOCK +3-7/161) DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16 WINDOW TO BLOCK +3/4 OR +5/4_ WINDOW TO BLOCK +1-15/16" WINDOW TO BLOCK +3 z -q SCALE: I'm V-0' c SCALE: Val' -V E 51 Vwl'-O' cv 2X4, CM 2X4: CM 2X4: CM 2X4- CEO SECURE TO BLOCK W/ 3/fe.' SECURE To BLOCK WIY4' S"' c1mu SECURE TO BLOCK W/ 34t.' SECURE TO I5LocK W/ 3%1 TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 1/2 TEXTURED (MIN. SHANK SIZE .14E� MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE MIN. EMBEDMENT I Y4') MIN. EMBEDMENT I Y4') FIN ISH e M,460NRY MIN. EMBEDMENT 0/49 MIN. EMBEDMENT I Y49 NOTE: STRUCTURAL 2X MUST WITHIN a' OF EACH END 4 WITHIN S' OF EACH END 4 WITHIN 6' OF EACH END 4 WITHIN 5' OF EACH END 4 BE ON OUTSIDE 4 SECURED IS' O.C. MAX SPACING. 15' O.C. MAX SPACING. 15' O.C. MAX $PAC ING. 15" O.C. MAX SPACING. THROUGH NON-STRUCTURAL 2x&: ME) SECURE TO BLOCK SECURE TO BLOCK W/I EMBEDMENT INTO BLOCK. SECURE TO BLOCK W/1-1/4 NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN TAFCON5 OR DRIVE PIN 2x&: C591 2X(P: cm TAPCON MIN. I -I 2X9p: c2c) NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2 -3/V TAPCONS OR DRIVE PIN 15E ON OUTSIDE 4 SECURED ., _� a, CMU (MIN. SHANK SIZE BE ON OUTSIDE 4 SECURED TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 -STRUCTURAL (MIN. SHANK SIZE .145 F1 3/fl,' TAPCON M 1� THROUGH NON MIN. HEAD SIZE 300 MIN. HEAD SIZE 3@@ IN. I -Y4" MIN. HEAD SIZE 300 DRYWALL MIN. HEAD 51ZE 300 _ER MIN. EMBEDMENT I Y4') 3/fb' TAPCON, MIN. 1-Y4" WEEP SCREED MIN. EMBEDMENT 1)/4-) MIN. r=mIlt I V) EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Y4,) I'X4' OR I'X2' P.T. NAILER WITHIN 5' OF EACH END 4 EMBEDMENT INTO BLOCK. WITHIN S' OF EACH END 4 WITHIN S' OF EACH END 4 WITHIN S' OF EACH END 4 a, CMU IS" O.C. MAX SPACING. 2ND 2X SECURE TO IS' O.C. MAX SPACING. 15' O.C. MAX SPACING. g" CMU IS' O.C. MAX SPACING. �' DRYWALL STRUCTURAL MEMBER LII 2X5: a, CMU DETAIL Ca-) WOOD TO 2XD: �' DRYWALL 2x8: VX4' OR I'X2' P.T. NAILER 2X5: WITHIN 5' OF EACH END 4 ib' SECURE TO BLOCK W11-114' �' DRYWALL SECURE TO BLOCK W12-N&I SECURE TO BLOCK W/2 -Wo' SECURE TO BLOCK W/2 -,{b, t0 TO 5' O.C. MAX TAPCONS OR DRIVE PIN I'X4' OR VXV F.T. NAILER BLOCK CONNECTION TAFICON5 OR DRIVE PIN VX4' OR VX2' P.T. NAILER TAPCON5 OR DRIVE PIN I' P.T. X 4'M IN. TAPCON5 OR DRIVE PIN (MIN (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 �--POOR CASING . SHANK SIZE .145 V F.T. X 4' MIN. MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR CASING ,SCALE: 1 1/2"=V-011 MIN. HEAD SIZE 300 POOR JAMB OR WINDOW MIN. HEAD SIZE .300 POOR JAMS OR WINDOW MIN. EMBEDMENT I Y49 ATTACH To 2X PER MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 WITHIN 5' OF EACH END 4 ATTACH TO 2X PER WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. la" O.C. MAX SPACING. MANUFACTURES DETAILS. IS' O.C. MAX SPACING. MANUFACTURES DETAILS. IS' O.C. MAX SPACING. IS, O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMS JAMS (PO NOT EXCEED Yw) NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y41) NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") )pDOOR JAMB TO BLOCK +T DOOR JAMB TO BLOCK +3 3/4" DOOR JAMB TO BLOCK +1-1/2 DOOR JAMB TO BLOCK +2 1/," 4 OW TO BLOCK +2 1/ WINDOW TO BLOCK +3 WINDOW TO BLOCK +3 3/4)t WINDOW TO BLOCK +1-1/2" D WINDSCALE, 1"=1'-0'F SCALE, V -V-0' H SCALE. 1"-1'-0' goo F- A R C N I T E C T ..ja� L441 N. 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(SEE DETAIL 2A) BOARD EMBED. STRAP VERIFY CONC. FILLED LINTEL 5LK II GYPSUM BOARD OR .211W/ TRUSS PLAN HIGH STRENGTH CLG. BOARD 2"THICK, 2 COAT CEMENT W/ (1) #5 REBAR CONTINUOUS PLASTER APPLIED WEEP SCREED DIRECTLY t0 MASONRY FLOOR CONNECTION AT PARALLEL/ DETAILO O D T® PERPENDICULAR PRE—ENG FLOOR TRUSS LOCK CONNECTION .:3/4"=V-0" SCALE: 1 1/2"=I'-0` A R C H I T E C T S ,000� Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wvvw.abdesigngrou p.com AA #: 0003325 SUBDIV. are IAT: TUSCA SOUTH LOT #2018 PROJECT# 02108.008 MODEL• "2498„ GARAGE SWING LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT - STATE OF FLORIDA PRINT MATE: 11/10 /11 SCALE: 1/4"=1'–O" SHEET w � O w � o Q � z O SUBDIV. are IAT: TUSCA SOUTH LOT #2018 PROJECT# 02108.008 MODEL• "2498„ GARAGE SWING LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT - STATE OF FLORIDA PRINT MATE: 11/10 /11 SCALE: 1/4"=1'–O" SHEET R C H I T E C TS 1441. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078. FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i h w W a 0 w j O o N z D z z z i to N6 m A � � rll ti cv SUBDIV. & LOT: TUS C A. SOUTH LOT #018 PROJECT# 02108.008 MODEL: "2408„ GARAGE SWING: LEFT PAGE: MISC. DETAILS ARCHITECT STATE OF FLORIDA Nov x 1 PRINT DATE: 11/10/11 SCALE: 1/4'V -0"I SHEET U 5 OF 2- 3