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2420 Vineyard Cir 10-1972 (a)i FOR: www. aTorbuT'wtun. cufrrb CBC1252212 5850 T. G. LEE BLVD. SUITE 600 ORLANDO, FL. 32822 Tel: (407) 850-5200 Fax: (407) 850-5300 ABBREVIATIONS STATE OF FLORIDA DESIGN CRITERIA: REV. . FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABv. 1 CERTIFIED BUILDING CONTRACTOR: CONTROL DATE (NO SHEETS ,4FFECTE1D) AIR CONDITIONING LUM. LUMINOUS ADJUSTABLE M.C. MEDICINE CABINET W/2009 SUPPLEMENT AADD J. FV -4N M,4CDON4LD REVISIONS ALTERNATE MFR. MANUFACTURER AMPERAGE MIN. MINIMUM BOARD M.T. METAL THRESHOLD • 2007 FLORIDA FIRE PREVENTION CODE ALT. —REMOVED LINEN CLOSET AT FOYER D.R. HORTON HOMES • NATIONAL ELECTRICAL CODE (NEC) - 2008 EDITION DP -ADDED OPT. DOU5LE LAV 4T O. 54TH 5850 T.G. LEE BLVD. SUITE 600 • ALL LOCAL AND STATE CODES CL CAB. —5U)ITCHED W.C. 4 LINEN CL05ET LOCATIONS 4T ORLANDO, FL, 32822 PG GLR. CONCRETE PL PROPERTY LINE CARPET P.B. PUSH BUTTON TEL: (407) 850-5200 03/09/10 CPTG. CERAMIC TILE PH. PHONE DRYER PLT. PLATE DOUBLE PLYWD. PLYWOOD FAX: (407) 850-5300 •OCCUPANCY — RESIDENTIAL, GROUP R3 C.D. DUAL GLAZED PR. PAIR DIAMETER P.T. PRESSURE TREATED PLAN ELEVATION "A" & "B" • CONSTRUCTION TYPE - VB DBL. D.G. DIMENSION R. RISER DISPOSAL RAD. RADIUS PG • MIN. INTERIOR FINISH — CLASS B DIA. PG 9—SECOND • BASIC WIND SPEED — 120 MPH (M/S) DIS . 4 04/21/10 •1—STORY RESIDENCE — DP. STATE OF FLORIDA PG •2 -STORY RESIDENCE - MAX. HEIGHT AS PER ns, PG PROFESSIONAL ARCHITECT: LOCAL AND STATE CODES DTL. D.W. D5—MISC. 605/06/10 R. MACDONALD REVI5I0N SPECIFIC PARAMETERS FROM FBC 200'7 CH. 3 EA. -REVISED UNDER5TAIR CL05ET DOOR TO 0UT5WING JAMES CANTWELL USED FOR DESIGN INCLUDE: ELEV. EQ. R MACDONALD ELEC. 4 ELEVATION REVISIONS FUEL GAS SL. SLIDING FINISH SL. GL. SLIDING GLASS FLOOR STD. STANDARD • CONCRETE MASONRY RESIDENTIAL E', -ADDED OUTLET FOR IRRIGATION IN GARAGE AR N 0 . 12079 • CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. -ALL STONE RETURNS TO BE 2' OR ENTIRE LENGTH IF LESS THAN 4' FOOTING TEMP. TEMPERED GLASS *AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 F.G./FX . F.G. A.B. DESIGN GROUP, INC. F R. SQ.FT. CALL. S 1441 NORTH RONALD REAGAN BLVD. FLUOR. GARBAGE DISPOSAL T.O.C. TOP OF CURB LONGWOOD, FLORIDA 32750 LIVING (16T.) 1041 5Q, FT TG R. n Tel: (407) 774-6078 L f V I1�lG (21�ID J 1152 SQ. 1=T. GA. GAR. DISP. INTERRUPTER T.O.S. TOP OF SLAB Fax: (407) 774-4078 G.F.I. GYPSUM BOARD U.N.O. UNLESS NOTED GL. HOSE BIB OTHERWISE cs1L GYP. BD. HOLLOW CORE V.P. VAPOR PROOF TOTAL LIVING 2199 SQ. FT. H.B. HEADER W. WASHER H.C. HEIGHT W/ WITH HDR. 1�ORCi�� SQ. FT. HGT.ORHT INTERIOR WDW. WINDOW INSUL. GARAGE 405 5Q. FT. INT. W.I. WROUGHT IRON TOTAL 2660 SQ. FT. ABBREVIATIONS REVISIONS ABOVE LAV. LAVATORY REV. DATE DESCRIPTION 1 03/01/10 CONTROL DATE (NO SHEETS ,4FFECTE1D) AIR CONDITIONING LUM. LUMINOUS ADJUSTABLE M.C. MEDICINE CABINET 2 03/04/10 FV -4N M,4CDON4LD REVISIONS ALTERNATE MFR. MANUFACTURER AMPERAGE MIN. MINIMUM BOARD M.T. METAL THRESHOLD 1B— LINTEL SCHEDULE (CAST—CRETE) —REMOVED LINEN CLOSET AT FOYER CENTER LINE MTD. MOUNTED CABINET MTL. METAL PG 1B.2— LINTEL SCHEDULE (PRO—CRETE) -ADDED OPT. DOU5LE LAV 4T O. 54TH CEILING N.T.S. TO SCALE ONCENT CLEAR O.C. ON CENTER LOAD CALCULATIONS PG —5U)ITCHED W.C. 4 LINEN CL05ET LOCATIONS 4T FIRST FLOOR PLAN PG 0. BATH 4 ENLARGED 5HOUJER CONCRETE PL PROPERTY LINE CARPET P.B. PUSH BUTTON 3 03/09/10 R. M4GD ON,4L D E L E V4T I ON REV 151 ON5 CERAMIC TILE PH. PHONE DRYER PLT. PLATE DOUBLE PLYWD. PLYWOOD 5A-ELEVATI0N "A" LEFT & RIGHT -REVISED ELEVATION C 4 D TO S' -S" 5RG HC3T. DUAL GLAZED PR. PAIR DIAMETER P.T. PRESSURE TREATED PLAN ELEVATION "A" & "B" PG —REMOVED GRID FROM WINDOWS, ID AS "COMM. SPEGIFIC' DIMENSION R. RISER DISPOSAL RAD. RADIUS PG 8—FIRST -REVISED SCORED SANDS TO READ A5 STUCCO, ID AS "COMM. 5FECIFIV PG 9—SECOND —REVISED UJ INDOW HEIGHT TO 1'-4" A.F.F. DEEP R.A.G. RETURN AIR GRILL DOOR REF. REFRIGERATOR 4 04/21/10 R. MACDON,4LD REV15ION DOWNSPOUT RM. ROOM DETAIL R.O. ROUGH OPENING DISHWASHER S.C. SOLID CORE EXT DR DETAILS PG -MOVED A/C CHASE ON FOUNDATION PLAN TO 6" WALL EACH S.D. SMOKE DETECTOR ELEVATION S.H. SINGLE HUNG PG D4—MISC. 5ETUJEEN DINING ROOM 4 KITCHEN EQUAL SHT. SHEET EXHAUST SHTHG. SHEATHING D5—MISC. 605/06/10 R. MACDONALD REVI5I0N -REVISED UNDER5TAIR CL05ET DOOR TO 0UT5WING EXTERIOR SHWR. SHOWER FIXED GLASS SIM, SIMILAR 05/19/10 R MACDONALD ELEC. 4 ELEVATION REVISIONS FUEL GAS SL. SLIDING FINISH SL. GL. SLIDING GLASS FLOOR STD. STANDARD E', -ADDED OUTLET FOR IRRIGATION IN GARAGE FLUORESCENT SWS SHEAR WALL FRENCH DOOR SECTION e 0 -ALL STONE RETURNS TO BE 2' OR ENTIRE LENGTH IF LESS THAN 4' FOOTING TEMP. TEMPERED GLASS A GAUGE 'THK. THICK GARBAGE DISPOSAL T.O.C. TOP OF CURB GROUND—FAULT CIRCUIT T.O.P. TOP OF PLATE m t n n 64 INTERRUPTER T.O.S. TOP OF SLAB GLASS TYP. TYPICAL GYPSUM BOARD U.N.O. UNLESS NOTED HOSE BIB OTHERWISE cs1L 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 SANFORD 13UILDING DEPT. -ry�S PLANS ARE REVIEWED AND CONDV°fiONALLY ACCEPTED FOR PERMIT. A PER ISSUED SHALL B� CONSTRUED TO SE A LICENSE TO PROCEED WIT" THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL., ALTER, OR SET AS10E ANY OF THE pROVISIONS O}' THE TECHNICAL CODES, NOR SHALL ISSUANCE. OF A PERMIT PREVENT THE BUILDING DEPT FROM +HG1�%"AFTER R ANS, Co STRUCTTION TION OF E_RhORS ON T4 iE PLAIV5, OR OTHER VIOLATiONS Of THE CODES, 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 1B.2— LINTEL SCHEDULE (PRO—CRETE) PG IC—WIND LOAD CALCULATIONS PG 2— FIRST FLOOR PLAN PG 3— SECOND FLOOR PLAN PG 4A—ELEVATION "A" FRONT & REAR PG 5A-ELEVATI0N "A" LEFT & RIGHT PG 6A—FRAMING PLAN ELEVATION "A" & "B" PG 7A—ROOF FRAMING PLAN ELEVATION "A" PG 8—FIRST FLOOR ELECTRICAL PLAN PG 9—SECOND FLOOR ELECTRICAL PLAN PG D1—FOUNDATION DETAILS PG D2—MISC. DETAILS PG D3-1—STORY WALL SECTIONS PG D4—MISC. DETAILS PG D5—MISC. DETAILS A R C H I T E C T S Design Group �n�. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 , SUHDIV. & LAT: TUSCA SOUTH #tM � t PROJECT# 1664.035 MODEL: "2199" GARAGE SUING: RIGHT PAGE: COVER PAGE ARCHITECT. STATE OF FLORIDA DI 07/2 10 SCALE: 1 /4"-- 0" SHEET C I 0rl6 11 C o�Qaa�� a000a z z z z E', e S e 4m e 0 0 0 A m m m t n n 64 N cs1L SUHDIV. & LAT: TUSCA SOUTH #tM � t PROJECT# 1664.035 MODEL: "2199" GARAGE SUING: RIGHT PAGE: COVER PAGE ARCHITECT. STATE OF FLORIDA DI 07/2 10 SCALE: 1 /4"-- 0" SHEET C I 0rl6 11 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 w II. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 VI. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS ** I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2007 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES /7 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 8309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN A -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, 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/". 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.. MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1 / ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/4 INCH AND NOT MORE THAN % INCH, REFER TO FBC 2007, SECTION 8607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8, MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X Wl A AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 31-0"".FRCR506.24(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/4'" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'h'" 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: L 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 3/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7116" OSB EXPOSURE -1 OR 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 L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH'/x" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 8" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, %" 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 Des'gn Grou�rn�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: TUSCA SOUTH LOT #1 PROJECT# 1664.035 MODEL: ,72199„ GARAGE SWING: RIGHT PAGE: GENERAL NOTES ARCHITECT. STATE OF FLORIDA IDATE: 07/29/10 SCALE: 1/4"=1'-0" SHEET GNorlf w w 0 w w z q U 0 A SUHDIV. & LOT: TUSCA SOUTH LOT #1 PROJECT# 1664.035 MODEL: ,72199„ GARAGE SWING: RIGHT PAGE: GENERAL NOTES ARCHITECT. STATE OF FLORIDA IDATE: 07/29/10 SCALE: 1/4"=1'-0" SHEET GNorlf a 24"x24"X12" CONC. PAD W/3 -*5 BARS E.W. CON CHAIR) MIN. 3" COVER (2 TYP.) ol-all 101-011 �FK - : -J'i-,� 4 41/2" I w 1 T 1l- p SLO,Nd,g � pl3 1/2"IN 1 4 I EXTEND D1 SLAB 11/2 - 13'-1" NI IN OPT. Cuo'V. PATIO 24"X24"X12" GONG. PAD W/3-#5 BARS E.W. CON CHAIR) 3" COVER _MIN. '�---- l2tYPJ --�1 I 1 W I - -4 1/2" � - 4 a D1 I W 4 � 1 4" p1 1 SLAB 1 O 34' -0" 12'-2" 7'-0" 14'-10" 13'-1" 5'-2" bl� 3" 4 ----41/21 LU -3 1/2" 61 D1 1 4" GONG. I D1 NB DI I SLAB 13 EXTEND D1 D1 SLAB 11/2 � p1 1 4" CONC. REINFORCED 1 E LU/6"X6" WI -4 X W1.4 WWM 1 DI ■ 1 _ OR FIBERMESH ON 6 -MIL. VAPOR BARRIER ON I ` ■ 1 D1 cv WELL -COMPACTED CLEAN TERMITE "o' _,ND.� \ 1 TREATED FILL OR APPROVED SUBSTITUTE, ;CO1 CHASE (RECRUIT TT SYSTEM) N 1011 41- N QU ..'' Z2 1 Z N Ll 24"X24"X12" 4 u _ z Q 1 CONC. PAD �(��"�' DW tuu � 5 0 (L LU/3-05 BARS ■ rn E.W. ON 24"X24"X12" CONC 24"X24"X12" CONC. PAD N W/3 - *5 BARS E.W. ON CHAIRS MIN. 3" COVER ■ N v, � U wZ 0 o HB 12'-5" ■ 0'-0" ELEV. 1 FIN. CONC. SLAB 1 CHAIRS MIN. 3'-4° PAD LU/3-05 BARS 1 3" COVER E.W. ON CHAIRS 1 14'-10" MIN, 3" COVER 1e'-2" 5'-S" Y 2R -f'-0" 4'-2" L 10'40" 4'-2" LAV. 12'-5" 2'-3° I, �r 2'-4"- 121-411 5 RANGE EXTEND = R T.I ©1 SLAB 1 1/2 � -5 1/2� D1 121'511 EXTEND � _ j ■ SL AB 1 W2 " ■ ■ —■-■ — ©1 13 411 Lu 1/2" O D1 4 CONC. IL D1 SLAB -41/2" 1 N 24"44"xIV CONC.- 3 ONG. 3 1/2" FTG. W/3 45 FT REBAR EA. WAY TT ON CHAIRS MIN. H 1 13'-1" 5'-2" 15'-9° 3" COVER (1 7r Tr tYP.) EXTEND SLAB 1 1/2" / 14'-0" -------------- cOVhRED ]NATIO ��T LL 4 J 4'-3"t IN iv O D1 C 24"X24"X12" CONC. PAD W/3 -*5 BARS E.W. ON CHAIRS MIN. 3" COVER ■ 8 Dl *'1 1/2" FOUNDATION PLAN. -.1 11K14 u- 119 A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PN: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com kk AA #: 0003325 StMDIV. &IAT: TUS C A SOUTH LOT #1 PROJECT# 1664.035 MODEL: „21 9" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN ARCHITECT. STATE OF FLORIDA DA'i' : 07/29/10 SCALE: 1/4"p=11-0 SHEET or 1 W a � O w w � Z Q z D w h 0 8 � 8 StMDIV. &IAT: TUS C A SOUTH LOT #1 PROJECT# 1664.035 MODEL: „21 9" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN ARCHITECT. STATE OF FLORIDA DA'i' : 07/29/10 SCALE: 1/4"p=11-0 SHEET or 1 321-411 A R C H I T E C T S Des'oin Grnc. 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 327PH: 407-774-607FAX: 407-774407www.abdesigngroup. AA #: 0003325 w w W1 v- ■ 8 w w c!� N ■ N o J m ■ c� z G O c� q U h 0 _ N A N N m cq MLMW 4, 4, di, di, 117 v -DOWEL 1 A R C H I T E C T S Des'oin Grnc. 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 327PH: 407-774-607FAX: 407-774407www.abdesigngroup. AA #: 0003325 SUBDrV. & LAT: TUSCA SOUTH LOT #1 PROJECT# 1664.035 MODEL: "2199" GARAGE SWING: RIGHT PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA 07/29/10 SCALE: 1/4"=1'-0" I MEMO SHEET I A ©Fl 6_101 w w a w w o J z G O q U h 0 A m MLMW SUBDrV. & LAT: TUSCA SOUTH LOT #1 PROJECT# 1664.035 MODEL: "2199" GARAGE SWING: RIGHT PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA 07/29/10 SCALE: 1/4"=1'-0" I MEMO SHEET I A ©Fl 6_101 A R C H IT EC TS DespirnGrounc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h CD W to - } a CD Q W W Q UA � � z z Cl V H U ra U ck o_ 0 Q a � m m m m SLTBDIV. & LOT: TUSCA SOUTH LOT #1 PROJECT# 1604.035 MODEL: „2100, GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (CAST—CRETE) ARCHITECT: STATE OF FLORIDA DAEN TE: 07/29/10 SCALE: 1/4"=1'-0" SHEET '��NLU E < I UJA CONCRETE PRODUCTS, INC. P.O. BOX 219 ZELLWOOD, PL_ 32198 (401) 886-2511 1-800-654-5139 FAX 401-886-0195 L INTEL N©. LENGTH T Tf=E L-1 51-10" 8/22-5-IUAL L-2 3'-6" 8/16-5-1U/0L L-3 11'-4" 8/24-5-IU/1L L-4 4'-6" 8/16-5-1U/0L L-5 4'-6" 8/16-5-11J/0L L-6 6'-6" 8/24-5-1U/1L L-1 4'-6" 8/16-5-1U/0L L-8 4146" 8/16-5-1U/0L L. -'b 4'-6" 8/16-5-1U/0L L- 3 MX111111 I i� NOUN Will! 11=1 8" LINTEL UPLIFT L In111=L SAFE UPLIFT LOADS (PLF) , emAth T91- 21-10' forecast 3'-6" Precast 4'-0' forecast 4'-6' Precast Precaet V-4' Precast V-10' no at 6'-6' Precast 1'-6' Precast 1'4' Precast 8'-0' precast V-4' forecast V-4' Precast 10'-6' Precast 11'-4' Precast 12'-0" Precast 12'-6' Forecast 13'-4" Precast 14'-0' Precast Z2'-0' 24'-0' N R. - Not 1279 LINTEL GRAVITY 8" LINTEL GRAVITY LINTEL LINTEL SAFE LATERAL LOADS (PLF) SAFE GRAVITY LOADS (PLF) 9" SAFE GRAVITY LOADS PLF TOTAL LENGTH 2'-10' TYPE PRECAST 8" PLAIN 6021 8/8-5-0 8/12 -8 -OL 8/16 -8 -OL 6/20-5-0L 8/24-15-0L /28-5-0 8/32 -5 -OL 6/5 -5 -IL 8/12 -8 -IL 8/16 -S -1L 8/20-6-iL 8/24-6-1L 8/28 -8 -IL 8/32-5-1L 8491 1 I® 100 0000 Wove 10000 8491 10000 10000 10000 10000 10000 10000 3'-6' PRECAST 2603 4011 9339 10000 10000 10000 10000 10000 40"11 10000 10000 10000 10000 100001 10000 4'-0' PRECAST 1621 2921 6133 9515 10000 10000 100001 10000 2921 1853 10000 10000 10000 10000 10000 4'49' PRECAST 1398 2214 5018 1119 9284 10000 10000 10000 2214 5412 10000 10000 10000 10000 10000 4'-8" PRECAST 1298 2111 4600 6588 8520 10000 10000 10000 2111 4902 109W 10000 109W 10000 10000 5'-4' PRECAST 1006 1651 3409 4823 6239 16 8 9011 10000 1651 3556 6431 10000 10000 10000 10000 5'-10' PRECAST 848 1461 3001 5111 8888 10000 10000 10000 1461 3001 5111 8888 10000 10000 10000 6'-6' PRECAST 110 1232 2440 334 6250 8589 10000 10000 1232 2440 3934 6250 10000 10000 10000 1-6' PRECAST 562 100'1 1918 2942 4346 6461 10000 10000 1007 1 1918 2-342 4346 6461 1 10000 10000 1'-8" PRECAST 544 915 1849 2819 4131 6010 9245 10000 915 1849 2819 4131 6010 9245 10000 8'-0' PRECAST 511 916 1124 2602 3151 5030 1958 10000 916 1124 2602 3151 5405 1958 10000 V-4' PRECAST 4.82 864 1615 2415 3444 4866 6983 10000 664 1615 24153444 1 4810 6983 10000 9'-4' PRECAST 411 141 1361 1991 2168 3769 5124 1061 141 1361 1991 21(pe 3169 5124 1061 10'-6' PRECAST 349 636 1146 1649 2231 2962 3883 5094 636 1148 1649 2231 2962 3883 5094 II' -4' PRECAST 315 514 102 1465 1%4 2566 3305 4239 514 1028 1465 1964 2566 3305 4239 12'-0' PRECAST 292 533 950 1343 1189 2316 2951 3734 533 950 1343 1189 2316 2951 3134 12'-6° PRECAST 211 505 98 164 16 2151 2130 3426 505 898 1264 1616 2151 2130 3426 13'-4' PRECAST 255 464 822 1151 MID 1935 2425 3010 464 822 1151 1515 1935 2425 3010 14'-0' PRECAST 239 436 169 1013 1406 1166 2225 2141 436 169 1013 1406 1186 2225 2141 14'-a" PRESTRESSED N.R. N'R NR N.R.N.R. N.R. KR N.R. 480 811 1234 1421 1119 2188 2662 ml PRESTRESSED N.R. N 14-6" N. KR KR N.R. N.R.15'-4" 454 165 1160 1331 1660 2032 2459 11'-4' PRESTRESSED N.R. N.R. NR N.R N.R. KR N.R. N.R. 389 652 982 1111 1319 1611 1991 19'-4' PRESTRESSED N.R. N.R. N.R.V841 Precast N.R. KR N.R N.R. 339 561 960 1117 1415 1616 Z0'-0 fol�StRES$ED KR NR- N.R. KR KR 1NPL N.R325 543 911 1122 1345 159021'-4' F'REStRE88E D KR N.R N.R. N.R. N.R. N.R N.R295 500 840 1024 1224 1441 22'-0' PRESTRESSED KR ' NR N.R KR NR N.R481 806 961 1111 1316 24'-0'146-TRESSriD KR N.R N.R NR NR KR N.R N.R r 0 03 N.W. ■ Not ieacowenclaa 19 99 1 INTFI IIPI IFT NR. - Not Rsoommsnded 8" LATERAL TABLE LINTEL SAFE LATERAL LOADS (PLF) TotalT LWQ 9" SAFE GRAVITY LOADS PLF 2'40' roast Total I.al Type 12' 12/1e -8-0L 12/12-6-0L 12A6 -8-0L 12/h'J-b-OL 12/24 -6 -OL 12/28.9 -OL 12/32 -8 -OL Plain 12/8-8-1L 12/12-6-1L 12/16 -6 -IL 12/10 -6 -IL 12414-6-1L 1248 -9 -IL 12/32 -8 -IL 2'-10' Preceat .1420 9524 I 10000 5'-4' precast 101000 10000 10000 l 10000 10000 10000 3'-6' MVCA@t 6'-6' 1554 1 5404 100m 1'46' loom loom ICADW 3204 loom upow 1991110 loom Procrit 4'-0' Precast 1— B'-0' Precast 410 820 � precast 390 180 2242 4394 10000 loom I we" loom - wow 4'-6' Pretaat Ltl 3m 5b03 1203 1304 kywo wow WOO n22 1901 hvvm hoe= wow loom 4-8' Precast I '- ' 2156 46M 490 8935 loom loom I 0000, 098 3mb 1211 loom wow loom wow Il 5'-4' Precast 14-V 2" 3418 4821 6211 1641 10my I 1739 2493 530 am 10000 Ilvem 10000 10000 5'-10' Pretest NR - Not Recommwll 2 45, 4423 6W4 om loom 0 I wow 1044 2206 4423 w9l I 10000 10000 1 I 15 Fleetest 22'-0' 2055 3bm b410 10215p, 8632 100 0000I 1 I 8T4 preces! wl 2021 4651 1 0000 loom 692 014 2821 4651 '1200 10000 10000 Precast 010, 2115 4463 6891 I 000iv 610 6 21M 4463 6 I Wool 18000 10000 Preens! 2536 4119 6268 10000 wwooDID 629 206 41M 62" Ihm- I 8'-4' Precast �i'51��'*��ilt•�''S1• 231b M2 15546 1626 1141 1229V2" 593 301S D146 Sol 001INI 1 0000 9'-4' preceat Im 2011 3*2 4611 6W2 ill 10000 506 1124 2011 3*2 46111 6b22 IIII loom 101-6' Precast 2611 312 5126 6904 8634 430 9b1 1689 2611 312 5126 6904 48 11'-4' Precast 914 514 2 3218 4439 bald, 1301 388 864 014 2319 3216 4439 9616 1691 12'-0' Pretest 841 1391 2121 2984 5241 460 360 I 391 6 12'-6' PYetsat 803 1320 7 2196 3132 4864 341 320 4964 6221 13'-4' Precast 124 1 �1•�71• 314 61A am W2 2521 330 4319 5464 14'-0' Pretest 60 11 1699 23" 3011 ml 4604 295 1131 3951 4514, 14-6" Prsoaat 611.. 1063 5 161 2869 3002 401 2.1"1 0.16 1063 law 1 moo 3003 4566 15'-4' Precast 442 1001 141% 2" 2615 3249 3110 262 454 IjW1 404 2" 261b 33151 4216 Precast 2 201 216 1 2164 316 8152 1262 34161 NR. - Not Rsoommsnded 8" LATERAL TABLE LINTEL REINFORCEMENT SCHEDULE ;a;•LINTELLENGTH•:;::;;;:•::•::::::::::::::: LINTEL SAFE LATERAL LOADS (PLF) TotalT LWQ 9" g PI1tM , FILLED 2'40' roast Iwo 36 3'4' Precast 1900 2550 4'-0' Rarest 010 2100 4' 6' Precast 900 mm 4-8' Precast 850 1600 5'-4' precast 110 1400 5'-10' Precast 625 1200 6'-6' Precast 540 10510 1'46' Precast 440 890 1'-6' Procrit 430 850 B'-0' Precast 410 820 � precast 390 180 � �®gym• 340 boo Ltl Precast 300 00 11'-4' 215 550 12'-0' t 255 510 I '- ' 245 490 I 220 450 u'•0' 210 430 14-V Frestreeeed n0 390 15'4' Prestressed 1 165 310 11'4 Prestressed 1 145 320 NR - Not Recommwll ProeVessed 130 200 ' tressed 0 200 21'-4' Prestressed 15 235 22'-0' prestressed 110 1 2b 24'-0' Prestressed 100 NR a Not Rec mwded LINTEL REINFORCEMENT SCHEDULE ;a;•LINTELLENGTH•:;::;;;:•::•::::::::::::::: :..........:• ;:::REINFORCEMENT:;::::::::•;::;:::;;:;::;:•:::;:•::•:a:: (1) 5 CONTNUOUS ':6INCH::::::::::•:iiiti412INCH:::::;:;; s•s a;;;"A"REINFORCEMENT:;; t •:::•"0"REINFORCEMENT::::>::; T-10" To 5-4' 7-10" To 5'-8' (2)#3 NONE 5'-10" To 6'-6" 5'-10" TO 6'-8" (2)#4 NONE 71-6" To 8'4' T•6" TO 8'-4" 2 #5 NONE IY4" To 14'-0" 91-4" To 174" 2 #5 (2)#3 14'•8" To 164" Recast (2)7116' PRESTRESSED (2 )43 1T-4' Rsaaet 2 7/16- PRESTRESSED 2 #4 19'-4' To 22'-8' Precast 2 7/18' PRESTRESSED (2 )45 REFER TO LINTEL SECTION FOR REINFORGEMkNI LONG I IONa TYPICAL COMPOSITE LINTEL SECTION SAFE LATERAL LOADS (PLF) (1) 5 CONTNUOUS T9_8' s•s B" SDBED 3'-8' Precast 590 ITIS N 2 Mileages 3�DWI&'' IKNOCK.OULTLiSLOCK (GONCfiETECPgACEp IN FIELD) IL1T IlA 4'-2' Precast Uf�2t0' 14' �� i-�NCs ml� 4'4 P'ecaet (U «3 CONTINUOUS 1350 - Recast (OPTIONAL) 1240 _gyp Rsaaet 1/32' STIRRUPS AT 4'-0' ca 950 6'-8' Precast 250 160 1'-8' Precast 'A' BAR'S (MAIN REINF.) 640 V.81, Precast SEE SCHEDULE 490 N T -B' precast 800 precast 11 11 I 1�II n 1530 TYPICAL COMPOSITE LINTEL SECTION NR - Not Rel emanded 8" RECESS DOOR HEADER I ATERAI_ TABLE RECESS DOOR HEADER SAFE LATERAL LOADS (PLF) L"th T9_8' s•s B" SDBED 3'-8' Precast 590 ITIS -0' 2 Mileages 20 1560 4'-2' Precast 4W w 4'4 P'ecaet 165 1350 4.8' Recast 415 1240 5'-B' Rsaaet 320 950 6'-8' Precast 250 160 1'-8' Precast 200 640 V.81, Precast 160 1 490 1650 T -B' precast 800 precast 150 1530 � �� 120 1450 � �®gym• 640 1210 Ltl Precast 550 1110 .4' Proust 510 1000 121-0' Recant 480 950 12'-6' precast 460 910 Recast 430 we Precast 400 800 14-8' Pretest 380 160 15'4 Precast 350 130 " Precast 1 320 630 NR - Not Recommwll �IC!'1•�GSi��i'it. �i'51��'*��ilt•�''S1• ��■�IIIIIIIIIIIIIV'�MERi= 7111111111111111111111��■�It1�■ �1•�71• 1 �"511•1� N0FiT5IIIIIIIIIIIIIIIIIIII ��IIIIII��i'�-��1♦�'ir'�!�'�5��1♦ iIIiIIIIIIIIIIIIJ m 0 W, 71111111111111111111111111 NR - Not Rel emanded 8" RECESS DOOR HEADER I ATERAI_ TABLE RECESS DOOR HEADER SAFE LATERAL LOADS (PLF) L"th T9_8' PLAN B" SDBED 3'-8' Precast 590 ITIS -0' precast 20 1560 4'-2' Precast 4W w 4'4 P'ecaet 165 1350 4.8' Recast 415 1240 5'-B' Rsaaet 320 950 6'-8' Precast 250 160 1'-8' Precast 200 640 V.81, Precast 160 1 490 12" RECESS DOOR HEADER LATERAL TABLE RECESS DOOR +DEADER SAFE LATERAL LOADS (PLF) Length Tyoe 12' PLAIN 12' FILLED LC E8D8ED 3'4 Precast 2025 3210 4'-0' Precast 1110 2860 4'-2' Recast 1650 2690 4'-4' Recast 515 2540 4-8' Pra'caet 920 2290 5'-8' Precaet 1080 11 6' 8' Forecast 815 1425 2250 Recast 130 1190 9'-B' Recast I550 precast 900 t -S10 � LE (U IS CONTINUOUS 3000 PSI GONG. FILL (CONCRETE PLACED IN FIELD) TOP LEEG BARS: " 1/32'4 BARAC14 LEG LIP TO 4'-0' LENGTHS 1/32' STIRRUPS a 4'-0' C/C -I (1) +5 CONTINUOUS (OPTIMAL) 'A" BARS (MAIN REINFJ SEE SCHEDULE .. I .1 'E3" BARS - SEE SCHEDULE I 15H 78 TYPICAL LINTEL 8"x8" SECTION IONAL a5T TOP LEG BARS LEG �P TO 14n_ L ENCGTHS 1/32' STIRRUPS is 4'-0' C/C --OPTIONAL e55 CICO til 'A' BARS (MAIN INF.) 'lam [}_ SEE SCHEDULE l i'B' BARS - SEE SCHEDULE 1-7 1. 4110 41411 11-5- TYPICAL 1gTYPICAL LINTEL 12"x8" SECTION 12" LATERAL TABLE g1) eSCON�TIINUOUS L� ICONC2TE LPLACED IN FIELD) Jill _ TOP LMISs BAeRAS: LDCs UR10" 14' 00 LENGTHS -1c0 ((OPTIONAL)NUDUS Am t� SEE�SCHEDIJLIeI RE?INF.) N t 1/32" STIRRUPS AT 4'-0' cc TYPICAL LINTEL 8"x8" RECESSED SECTION T-I'F'E DESIGNATION NOMINAL WIDTH/HEIGHT OF LINTEL rPLAIN OR SOLID LINTEL C 8/1 ro F - *U/*'L ) LNo. OF ADDITIONAL S 5ARS IN UPPER OR LOWER LINTEL CAVITY A R C H IT E C T S Design GrouErn�. 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 (PLF) T04'�pp Lsn9 T9e PLAN FILLED y-1p'Precast W 35®0 I 6900 3'.6' precast 2400 4115 41-0' precast 1950 31W 4'4" forecast 1650 3450 4.8' Precast 1550 3200 5'-4' I pretest we 2580 Recast 1160 2250 Recast 1000 1950 1'-6' precast 820 1650 T -B' precast 800 precast 150 1530 � precast 120 1450 9'-4' p'eeaet 640 1210 Ltl Precast 550 1110 .4' Proust 510 1000 121-0' Recant 480 950 12'-6' precast 460 910 Recast 430 we Precast 400 800 14-8' Pretest 380 160 15'4 Precast 350 130 " Precast 1 320 630 NR - Not Recommwll g1) eSCON�TIINUOUS L� ICONC2TE LPLACED IN FIELD) Jill _ TOP LMISs BAeRAS: LDCs UR10" 14' 00 LENGTHS -1c0 ((OPTIONAL)NUDUS Am t� SEE�SCHEDIJLIeI RE?INF.) N t 1/32" STIRRUPS AT 4'-0' cc TYPICAL LINTEL 8"x8" RECESSED SECTION T-I'F'E DESIGNATION NOMINAL WIDTH/HEIGHT OF LINTEL rPLAIN OR SOLID LINTEL C 8/1 ro F - *U/*'L ) LNo. OF ADDITIONAL S 5ARS IN UPPER OR LOWER LINTEL CAVITY A R C H IT E C T S Design GrouErn�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 r � a eeeseesi A 1 a aaNN s"Tu DIV. & LAT: TUSCA SOUTH LOT #1 PROJECT# 1664.035 MODEL.: "2199" GARAGE S'WING: RIGHT ]PAGE: LINTEL SCHEDULE (WEKZWA) FTCHITECT: OF FLORIDA "7 Av DATE: 07/29/10 SCALE: 1/4"=1'-0" SHEET W c(7 �r � O � 4 W � Q Ltl Q Q A r � a eeeseesi A 1 a aaNN s"Tu DIV. & LAT: TUSCA SOUTH LOT #1 PROJECT# 1664.035 MODEL.: "2199" GARAGE S'WING: RIGHT ]PAGE: LINTEL SCHEDULE (WEKZWA) FTCHITECT: OF FLORIDA "7 Av DATE: 07/29/10 SCALE: 1/4"=1'-0" SHEET PRO -CRETE LINTEL SCHEDULE LiNTEL NO. LENGTH 110-OX22-10ALl TYPE COMMENTS L 1 Il' -4" P -8X24 -OG L 2 4'-6' 1=-8X1(&-ICs/iU L 3 4'-6" P-8X24-1G/IU L4 W-6" P.8X16-ICx/1U I- ,�' gid• . . AI., 2,887 L L 6 6'-6' P-8X24-1G/IU L Z 4'_6� P_gXl6-ICs/1U L 8 _LS 4'-6' P-8X16-ICs/1U Field -Poured grout W-6' I P-8X16-IWIU 7 L- 8 1? in N Ln N GREAT ROOM W-8' CLCa. I S. ------ FOYER &,-a, GCs. -s" IIIIIIIIIIIIIIIII[] � I �...� 1.][71 301208 W/ � 14 -SH 14' 9L E 8X8 PORCH - Field placed masonry units I P -8X16 -OG I P -8X20 -0G I P -8X24 -OG KITCHEN 8'-8" CLCs. I � NOOK 8 8 CLG. 2- CAR GAR. 16'-0' X 11-0" O.W. -------------------- L- 3 PRO -CRETE LINTEL SCHEDULE CONCRETE LINTEL P&OPERTIES AND SPECIFIC T„�, IONS; Applied vertical load + Applied horizontal load :5 1.0 PRODUCT DESCRIPTION: Safe vertical load Safe horizontal load A steel reinforced concrete beam designed to be placed above an opening In a masonry wall. The primary element is a steel reinforced high strength precast concrete beam with a U-shaped cross- ALLOWABLE LOAD TABLE NOTES: section, which can be grout filled (poured) or remain empty. Masonry units may be placed on top of this primary beam element and poured with grout to form a deeper section for additional load 1. For beam heights not shown, use tabular values for next lower height. capacity (steel reinforcement may also be added), 2. For beam lengths not shown, use tabular values for next longer length, 3. Load ratings assume end bearings provided conform to ACT 530 and ACT 318. MATERIAL SPECIFICATIONS: 4, Load ratings are expressed as uniformly applied in pounds per, linear foot. 5. Composite beam loads assume matching top and bottom field -placed steel reinforcing, 1. Precast, non -prestressed lintel for 8" and 12" CMU construction: 3,500 psl (f'c) 6. Load ratings are net capacity (beam dead load subtracted or added as appropriate). 2. Precast, prestressed lintel for 8" CMU construction: 6,000 psi (f'c) 7, Uplift ratings assume placement of 1 #5 vertical reinforcing bar in each beam end 3. Grout compressive strength 3,000 psi (Fg) per ASTM C476 with maximum aggregate size continuous to within 2" of the top of beam with hooks into filled cells, of 3/8" and' a slump range from 8" to 11". 8. Lateral load ratings assume grout filled cells at each end of the beam span with a 4. Concrete masonry units shall conform to ASTM C90 with a minimum 1,900 psi net area minimum of 1 #5 vertical bar. compressive strength. 9. Tables may be used for concentrated loads by translating the applied moment into an S. Steel reinforcement in precast lintel; ASTM A615, Grade 60, equivalent uniformly distributed load. 6, Prestressing strand In precast lintel: ASTM A416, Grade 270, low relaxation. 10. Tabular values assume a 61/2" bearing at each end. Reduce tabular values by 200/0 for a 7. Steel reinforcement added in the field: ASTM A615, Grade 40 or 60. 4" bearing. 8. Mortar: ASTM 0270• Tvoe M or S. 11, When Grade 40 reinforcing is used, tabular load ratings must be reduced by 20%. GENERAL STRUCTURAL NOTES: it End bearing: minimum 6-1/2". 2. Full mortar joints required, 3. Lintel installation must conform to protect drawings. 4. Steel reinforcing bar at bottom of lintel cavity may be added in the field. 5. Vertical reinforcement and grout may be placed in 51/2." long notches at each lintel end. 6. Allowable load ratings (tabular values) conform to ACI 318 and ACI 530 based upon rational analysis. 7. Mechanical anchorage provided by 7/32" dia. wire stirrups welded to the bottom longitudinal reinforcing bars. 8. Poured in place concrete may be placed above primary precast lintel as an altemate to grouted CMUs to form the composite beam. 9. Lintels with a nominal height of 8" and longer than 17' 0" meet or exceed L/180 deflection ratio. All other lintels meet or exceed L/360 deflection ratio. 10. When allowable load capacity of a precast unfilled lintel is exceeded by the dead, load of grout filled composite lintel during construction, lintels shall be shored at 8' o.c, maximum and shoring maintained until grout reaches at least 85% of Its specified strength. 11. Using the following equation, lintels shall be checked for simultaneous load stresses when a combination of vertical and horizontal loads are applied: r-- Nominal width Dimension (Inches) P-8X20-1G/2U Field Placed #5 Sar(s) Reinforcement (U = Uplift or G = Gravity) Nominal Depth Dimension (Indies) P = Poured Grout; E = Precast Only (Empty) For Door Headers, depth shall be designated by a 2" reduction In nominal depth and the letters 'RDH' will be added after the nominal width. Lintel Product Description Nomenclature SAMPLE SELEMON FROM ALLOWABLE LQADTABLES: Product Description: P -8X20 -05/2A and required length: 5' 10" Width and Depth actual dimensions 3/8" (Maximum, allowable span for lintel is length minus 13") less than expressed (nominal) dimensions. Allowable Gravity Load (per foot): 3,238# Allowable Lateral Load (per foot): 1,285# Allowable Uplift Load (per foot): 3,810# 8 YNC14 LINT L GRAVTTV (44") PRECAST E 8X8 j • ! - - Field placed masonry units I P -8X16 -OG I P -8X20 -0G I P -8X24 -OG Held Uplift Reinforcement CV) TYPE I_ l P- -1G P -8X12 -1G 'Field j. -Poured grout P -8X24 -1G A�A . (34") ,�' gid• . . AI., 2,887 3 89 7,319 1 9,772 12 224 14,677 t; Field placed masonry units 23,171 31487 Field -Poured grout 7,552 10,005 Field placed Gravity Reinforcement ("G") 14,910 e Precast Section (reinforced ECAST o • ,. per typical specifications) Width 5,792 SAMPLE SELEMON FROM ALLOWABLE LQADTABLES: Product Description: P -8X20 -05/2A and required length: 5' 10" Width and Depth actual dimensions 3/8" (Maximum, allowable span for lintel is length minus 13") less than expressed (nominal) dimensions. Allowable Gravity Load (per foot): 3,238# Allowable Lateral Load (per foot): 1,285# Allowable Uplift Load (per foot): 3,810# 8 YNC14 LINT L GRAVTTV 1 ILI 8 INCK LI19 CELUPLIFT (44") PRECAST E 8X8 X8 -OG P -8X12 -OG I P -8X16 -OG I P -8X20 -0G I P -8X24 -OG LENGTH TYPE E -8X8 P- -1G P -8X12 -1G P -8X16 -1G P-8X20-iG P -8X24 -1G 2'-10" (34") PRECAST 2,887 3 89 7,319 1 9,772 12 224 14,677 17,253 20,212 23,171 31487 4,219 7,552 10,005 12,457 14,910 3-6" (42") ECAST 2, 80 1,947 351 5,792 7,129 8,467 2,525 2,525 5,451 1944 4,845 7V47 10,059 12,141 14 16130S 2,175 4 6,983 8,721 10 438 4'-0" (48") P CAST 1,71 1 136 3 05 3,976 4,895 5,813 1.256 3,404 5,7V 8.150 4 648 13,353 4'-6" (54") PRECAST 1,187 3 259 5,220 7,114 8,515 4'-6" (54") PRE T 1,460 965 2192 898 3,567 4,236 PRECAST 1,481 899 1,358 008 2 349 4 5,660 7,188 5-4" (64") PREc 1,166 2 1 191 2 61 3 985 5 350 1232 2,332 3 810 4 89 8 1225 2,749 1,285 5 479 5'-l0" (70") PRECAST 1,040 733 1061 2 028 3,238 4,448 3.808 4 470 5.131 1,127 764 1092 2 143 3,353 4 563 6'-6" (78') PRECAST 907 692 582 1 275 924 3 666 " 22'-0140356 (264") PRESTRESSED N/A 720 1010I 1582 2 676 3 770 1 ILI 8 INCK LI19 CELUPLIFT (44") PRECAST LATERAL 1,989 E -877 -ms -1u P -8X12- U P -8X16 -1U P-8X20.1U P -8X2 1U P -8X28 -1U P-8X32-lU 1,761 E -8X8 P -8X8 ADDED #5 s LENGTH T1fIsE F8 -X8 2U P -8X12-2 P -8X16 -2u P -8X20 -2U P -8X24 P -8X 8 U 8 2-2U 2'-10" (34") PRECAST 3,833 4,074 8,203 11,335 14,2D4 17,253 20,212 23,171 31487 3,487 10,396 4,074j_ 8,203 1.335 14,294 17,253 212 23,171 T-6" (42") PRECAST 2,571 1,W 4,845 V,747 10,059 12,141 14 3 16,305 2,525 2,525 5,451 1944 4,845 7V47 10,059 12,141 14 16130S 4'-0" (48"} PRECAST 2,138 1,256 3,404 5,V7 8,130 9,943 11 64 13,353 2'092 2,092 3,743 1.256 3,404 5,7V 8.150 4 648 13,353 4'-6" (54") PRECAST 11832 1,079 2,410 4,4A 6,427 13,425 9 871 1 315 1,542 1,642 2,727 1,079 2 410 4,419\ 6,427 6,425 9,871 i 15 51-4" (6411) PRECAST 1,481 899 1,358 3 009 1 4 671 6105S 7,109 8 1 1 J-436 1,436 1,763 899 1,455 3 009 34 7,996 9 37 5'-10" (70"} PRECAST 1,330 808 1232 2,332 3 810 4 89 5,739 6,58g 1,285 1,285 1,411 808 1,308 2,332 3 810 5 87 6 764 8 4 6'-6" (78") PRECAST 1,027 34 ± 115 1491 3 038 3.808 4 470 5.131 1,127 1,127 1,085 734 1221 1,604 3 038 4 " 5 71 "054 0INCH RECESS LINTEL LATERAL E-BX6-RDH I P -8X6 -RDH I ADDED #5's T-8" (44") PRECAST 1,989 1,989 4,771 4'4" (48") PRECAST 1,761 11761 3,743 4'-4" (52") PRECAST 1,581 1,581 3,014 4'-6" (54") PRECAST 1,504 1,504 2,727 5'4" (68") PRECAST 1,121 1,121 1,516 5'•-10" (70") PRECAST 1,081 1,081 1,411 6-8" (80") PRECAST 920 920 11021 71-011 (84") PRECAST 868 868 909 7-6" (90") PRECAST 801 801 773 2,565 (11611) PRECAST 598 1 598 432 8 INCH LINTEL GRAVITY E -8X8 P -8X8 -OG __r______r_. I.-P-RX8-IG P -8X12 ,OG ,-- P -8X12 -1G I P -8X16 -OG ________________«-,---.,,,_..._.___------ P -8X16 -1G I P-BX20-OG P-8X20-iG P -8X24 -OG I P -8X2444 P -8X28 -OG -----.. P -8X28 -1G P-8X32-QG P -8X32 -1G LENGTH TYPE TYPE N/A N/A i 312 N/A �N/A 267 N/A N/A I 228 " "I 14 -8 11 (176) PRESTRESSED N/A '----NLA---- 399 N7A----._..,NLA_,._ --._.. 772 1 327 N/A -,-,-„---......... 1,992 NLA -- --.......... 2 644 LA..,.«..,.,...NLA---- 3,233 3-1478- 47815'-4" 15'-4" (184") PRESTRESSED N/A ____NLA__._ 365 365 ,__r. �lA........_Nib--._ 701 1-12-8-5 _____NLA .___,._--NSA 1,835 ----- 2,436 ___ --__NLA--------- 21980 __ 3,205 17'-4" (208") PRESTRESSED N/A - NLA---- -"'286 ---- NLA 562`-`- ---- _"`Nf Ai -025 -----NLA ......... 1,466 1,951 2,389 2,565 I „ 19-4 232" ( ) PRESTRESSED N A / NLA--__ 231 "231 ,_„__NLA._._ .......... 457 A-.........N•�A 840 .......... 1,205 Lp ........../A--------- 1,606 --- 1968 ----- NlA---- 2,111 21'-4"I 256" PRESTRESSED N/A -- NLA_-- 189 _--- N/A - 378- ` . •NLA _. " --701 NJA 1,009 - N/A 1348 _ NLA -- 1,653 - NIA - 1,771 221-011 1 (264") PRESTRESSED N/A NLA___. 168 ____N/A 339 a ........ 632 NJ _...__- 912 1,219 1 498 1,603 24'-0"I 288" ) PRESTRESSED NIA / N/A 119 NIA,--, 246 -_-- NLA---- 468 ----_N�A._«,..__.NLA---- 680 914 ----NLA......... 1,124 NLA,«», 1,200 LATERAL ' (44'") 8 INCH LINTEL.UPLIPT E-8X81-P-'SX13-2U P-8X8-1U P -8X12 -1U I P -8X12 -2U P -8X16 -1U P -8X16 -2U P -8X20 -1U I P -8X20 -2U P-8X241U I P -8X24 -2U P -8X28 -1U P -8X28 -2U988 P -8X32 -1U P -8X32 -2U LENGTH TYPE N/A N/A i 312 N/A �N/A 267 N/A N/A I 228 N/A 141-8" (176") PRESTRESSED N/A 242 332 524 682 848 ............ PRECAST 2,887 ___ 31893 _-_ -21119--- -- _91772__-_ 248 396 672 977 1,356 1,654 1,893 15'-4" (184") PRESTRESSED N/A 2.. 309 502---- 641 782 919 --« 11Q66_-« 2 080 ----11947 .,_ - __ 41351-___ •_...§22?-_..,_.. 231 370 616 912 1243 1587 1812 17'-4" (208") PRESTRESSED N/A -----1 ...... 261__ `� _ 424 `509- ` .. __ ` - _ 652 _ ___ 773 _ -_ 868 1,717 _-- 11136 _._ 31058 ........ 31 7 ._..r^. 194 301 61731........ 757 1 Oz4 1,294 1,464` 19'-4" (232") PRESTRESSED N/A 165 ------------- 231--__ --------- 354 ------------- 458.___-__-_578 -----458 -T------- -_--655___- ----762--- 1,460 965 2 192 ___ 21898 ^_- 169 259 435 632 851 1 109 1 237 21'-4" (256") PRESTRESSED N/A------ 141 -- __197_ _ 312 «-«382` - 402 _ ---552 _ 501 - -- 582_ _ --- - _ 663 1,166 -__ 522 11191 2 619 142.......... 232 6L64fi_....... -_-___12 ........... 732 924 1,052 " 22'-0140356 (264") PRESTRESSED N/A ,,__ --- 194 3Q1-_._ _._..384 ._ 473 ... __j63]4- 1 040 733 ................._____,._______._____ i 061 2,028 3 238 _____1_»___...r.__,_1,,.,_._4,««««««« 4 448 IM 513 691 87524'-0" 740 ' (288") PRESTRESSED N/A .. 181 256 --_- 344 431 01-�128 PRECAST 907 _----692----- ---- 982 1,275 __. 21572-,.......31666........ 203 321 472 608 762 LATERAL ' (44'") E -8x8 P-8xa ADaED #5`s «P-8X20-�.G 1._ -P-8X28-1Gr„P-8X32-JG« IN/A 382 N/A N/A 365 N/A N/A i 312 N/A �N/A 267 N/A N/A I 228 N/A N/A 219 N/A .N/A 198 N/A r. DRISCOLL ENGINEERING, INC Post Office Box 357577 Gainesville, Florida 32635-7577 Phone: 352 Fax: 331-1513 a 35 1 ( 2) 333-6996 EB#8690 8 INCH LIINTEL GitAVI`1"Y E -8X$ , P-8X8-OG2-OG»P-BXI6-OG P -8X20 -OG P -8X24 -OG P -8X28 -OG P -8X32 -OG LENGTH TYPE P-8X8-1G, 8 lHG I RECESS LINTEL UPLIFT E -8X6 -RDH P -8X6 -RDH -1U P-8X10:RDH�1U P -8X1$ -RDH -1U P -6X18 -RDH -1U p -8X22 -RDH -1U I P -8X26-01-1-11.1 P -8X30 -RDH -1U LENGTH =YPE P 8X6 -RDH -2U I P-8X10-1RDW-2U I P -8X14 -RDH -2U 13- 18 -RDH -2U I P -8X22 -RDH -2U P -8X26 -RDH -21_1 I P -8X30 -RDH -2U T-8" ' (44'") PRECAST P-n? 1'.-SX12 988 _..r_9$8_____ «P-8X20-�.G 1._ -P-8X28-1Gr„P-8X32-JG« 10 354 w` 12 292 13,954 _ ---13 954`-" LENGTH E -8X8 P -8X8 ADDED ' 1G« P -87(15=1G• 5 ] 01354 1z 292 PRECAST 9'-0" (48") PRECAST 1,799 ___ 881 _«_ _,_ 2x411 __ - - ,_ 41607 -- ` -- 6,980 -- --------9,107 -6 -_ _ ` 2'-10" (3411) PRECAST 2,887 ___ 31893 _-_ -21119--- -- _91772__-_ _ 121224___--_-141677_" 4 607- .___17.L130 .... _-19,582_-- (48") 1 1,445 (52'") 4,219 7552 10,005 12,457 14,910 17,363 19,815 _ - 3'-6" I (4211) PRECAST 2 080 ----11947 .,_ - __ 41351-___ •_...§22?-_..,_.. 71129- ....... _84467--_-._-. 91805 ........ 11 „ 142_ ...... PRECAST 1,294 ' 2,175 4,579 6 983 8,721 10,438 12 155 13,873 41-0" (4811) PRECAST 1,717 _-- 11136 _._ 31058 ........ 31 7 ._..r^. 41895.--^ •--- 51813 ........ 61731........ 7L649---- 41786 _--_----- 51419 -- 1,229 1 1,187 3,259 5,220 7,114 8,515 9,916 11,317 4'-6" (54"} PRECAST 1,460 965 2 192 ___ 21898 ^_- __- 34567,_-_ ,_.» 44236-_._ ._r_ 41905___ •___ 51574-,._ 4�473w____ ........... 51045^-�.« 908 582 1,008 2,349 4,004 5,660 7,188 8,371 9,553 -4" 51 (6411) PRECAST 1,166 -__ 522 11191 2 619 31985 51350____.--_ 6L64fi_....... -_-___12 ........... 31304........... 31&51 ...... 875 562 857 1,226 2,749 4,114 5,479 6,844 7,877 _ 5'-101' (70") PRECAST 1 040 733 ................._____,._______._____ i 061 2,028 3 238 _____1_»___...r.__,_1,,.,_._4,««««««« 4 448 IM 6 051 8Q" ( } PRECAST 740 ' 764 1 092 2,143 3 353 4,563 5 772 6 982 6'-611 ; (7811) PRECAST 907 _----692----- ---- 982 1,275 __. 21572-,.......31666........ 11130------------ 4L759........ 5L853.... Mti ___ 24755 ...... 494 720 1,010 1 582 2,676 3,770 4,863 5,957 " 7'-611 (90"} PRECAST 760 582 - -605_ , 824 ___ _ `847 - -_-_11068 ___ 1 092 ____14694_^__ 1780 _•_ 2 602 ' 2.609---- 3 509 ..3-x695«.....«%1"Sti3-"«, 4 417 ' 8' -6" I (102") PRECAST 702 502 ._,.52zr_r_ 711 r ._x730,_, --- 920_......... 101 -------- 4,1846 --- _---- 21621........31397_._ "2,695 1371 1 619",_. 2,495 336 ---- 338 ,._. ..., 629 ...« .... 719 ., 940 1 151 1,920 _ -_ 21259 ------ 3l471 9'-4" (112") PRECAST 582451 ""-&55 637 825 . ........ 1,596 21057---- -_- 21749_--- (112") PRECAST 323 495_756 495-___,_w 829 11016 1 088 843"` 1,031 1 1,221 2,123 2,814 10'-6" (126") PRECAST 506 w w»n___w -_n 394 nn_ n 557 « .__ wn__«nw_ «, .w nn721 n «w 721 "" ......._. -- .. 11049 ________._ _ 1,215 __. ______._._ _ 2,046 _ _ _ ___ .. _.---- 93 -- - 1 661 ---1x884-- 2,606 512 512 410 410 573 736 900 1065 1503 2,103 11-4 (136") PRECAST 461 411 r.r_._____.... ---- 563._ -_r 714 ,-------------- 867 -------------- 14020•-.w ,_,r__ _.. 11174---- ---1719---- 747 962 426 577 729 881 1,034 1188 1773 _ 12'-0" ! (144") PRECAST 431 411 563 ,.... 714 ___ 867 11020w_nn ._._11174 14719--._ 510 512 267 426 577 729 881 1,034 1,188 1 773 W -�- 13'-41 (160") PRECAST 340 386 527 __.. 670 ___--812----- .... 955....-.... 11099.......... ...... 440 _598 755 912 399 541 683 .wig 969 f 113 1,258 14'-011 I (168") PRECAST 285 -----343 ,._.. 469 595 722 649 976 1,104 _ 1-4' 0,1 168" PRECAST 355 481 607 734 861 988 1,116 _ (176") " PRECAST 238 325 337 444 456 564 575 684 695 804 815 924 938 11045 106'6 I 781 1 Q97 915 1 268 1 05 0 1,440 369 4?? 536 649 763 877 992 15'-41' (184") PRECAST 202 ` "320_ ._ '433, 979 -_`184-- 3 230 229 _ 8 lHG I RECESS LINTEL UPLIFT E -8X6 -RDH P -8X6 -RDH -1U P-8X10:RDH�1U P -8X1$ -RDH -1U P -6X18 -RDH -1U p -8X22 -RDH -1U I P -8X26-01-1-11.1 P -8X30 -RDH -1U LENGTH =YPE P 8X6 -RDH -2U I P-8X10-1RDW-2U I P -8X14 -RDH -2U 13- 18 -RDH -2U I P -8X22 -RDH -2U P -8X26 -RDH -21_1 I P -8X30 -RDH -2U T-8" ' (44'") PRECAST 21027 988 _..r_9$8_____ 3 045 _"-4 ""` 5 665 ..` . &G5""` 8 365 , `---8,365,-" 10 354 w` 12 292 13,954 _ ---13 954`-" P+8X32... 8X32 -2U E -8X8 P -8X8 ADDED ' 297 5 ] 01354 1z 292 PRECAST 9'-0" (48") PRECAST 1,799 ___ 881 _«_ _,_ 2x411 __ - - ,_ 41607 -- ` -- 6,980 -- --------9,107 -6 -_ _ ` _-- i0a812 __ `10,$12 ` _ 12,240 __ `12,240 ` "I (34) PRECAST - 3,533 5,195 881-` 3 403 4 607- 980` 9,107 (48") PRECAST 1,445 (52'") PRECAST 1,619-----------------------796 796 1_,962 .. 2,704 _.. 31780 .� 3,780 « 51727 --- 5,897 __ 71503 -__ _ 8,014 --- 9,278 -___ 9,654 _ - -10777 -- 10,899 4'-611 (54") PRECAST 1,542 760 1765 34431 ........... .51198 ........... IM ......,.,._ ...... PRECAST 1,294 764 ___________________ 2 463_ ______�. ._... 2 833 _.._.---1.._....... 760 2,409 3,431 5 440 7 448 9 165 10,332 5'-8" (6811) PRECAST 1,006 --- ... 599 ___ ___ ia038 „ _, 1L507 __ ___ 21965 __ 31876 ........... 41786 _--_----- 51419 -- 1,229 1 2 228 "i,349 2 563 599 1,273 1 507 3,324 4,858 6,392 7,649 5'-10" , (70") PRECAST 941 580 ------------------ 974 ----------------- _---- IL458-____ ._.,_,21773-____ 31623 ........... ._----- 4�473w____ ........... 51045^-�.« 908 582 _1'134______ ______ il.Mq 580 1231 1458............ 3,088 4 565 6 042 7 242 -� 6'-B" (80") PRECAST 214 517 ___,-517 733 _ _1,Q83 -- -_ 11284 _ -'� .__„.21055-__^_ -_-___12 ........... 31304........... 31&51 ...... 875 562 X352______ _,_,_,X538 2 748 4,671 7,284 2,210 3,506 4,801 5,820 7' -0" ($4") PRECAST 195 ,." 491 664 „- -11217 __,- _- -1,217 ...... ill 6' 8" 8Q" ( } PRECAST 740 524 -------- y4------- 524 __-_---978 y6------- 978 1L120_ -------- ---__ 1120 491 102fi 4088 ------------- 4,088 1,563 3 110 4 328 5 268 7'..611 (901t) PRECAST 171 457 580 11130------------ 1,452----- r____2a079 ........... Mti ___ 24755 ...... 494 921 1,054 457 951 1 130 1 452 2 600 3 717 4,557 9 811 (116") PRECAST 113 358 --`----358 -.._.,__._.,594,_«... 370 "...., 810 ........... 969 ,_----1,122___-_ ._,_ _.11254 --- T ___ x,538 _---- 951 455 8` 6" 969 1 215 2 234 872 4,049 1371 1 619",_. 2,495 8 INCH L114TEL GRAVITY 0 111C LINTEL E -8X6 -RDH P -8X6 -RDH -OG "P -8X5 -RDH -1G P -5X10 -RDH -OG P -8X10 -RDH -1.G P-BX14 _RDH -0G P -8X14 -RDH -1G P-BX18 ^RI]H-OG P -8X18 -RDH -1G 8X2DH OG P-2 _R P-BX22-RDH-_ P -8X26^ RDH^ OG P -8X26 -RDH -1G P -8X30 RDH- OG I P -85M" -RDH -1G r LENGTH TYPE P+8X32... 8X32 -2U E -8X8 P -8X8 ADDED ' LENGTH TYPE 3'-8" (44") PRECAST 1,636--------967__-~- 3'898___.__ ,-^-4,078 «.,_«41483,_«,__ __---51654.............6.. ..---_._._...71995_._,__.......91166.._... - I 11 2 -10 "I (34) PRECAST - 3,533 5,195 7,313 8,910 10,507 12,104 1 q' 0" (48") PRECAST 1,445 -,----854_----- ----_ 3,058_ --- ---_ 31517_---- ---- 4,435 r._ `6,200- ..r« 5r?54__-_ -7,815 ------61272 ------------- 7f190 __- 11 335 14,294 17 253 20,212 854 3,259 259 3'-6" 9 216 10,6116 2,571 (52") PRECAST 1,294 764 ___________________ 2 463_ ______�. ._... 2 833 _.._.---1.._....... 3 572 "�`�-`5 4 312 5 051 _-_`_-8 5,791 4'-0" (48") PRECAST 2,138 764 2 619 3,492 238.,,,_6 959-„�., 20fi______.____--9,453 - 13,353 41.6" (54") PRECAST 1,229 726 2 228 "i,349 2 563 232 ------3 __.... ...... 1201 ......... 4a571 ............. 1240 ...... ,_. 8,426. ,__91871 __ --111515 - 1,642 726 2,727 3,177 4,832 6,49'6 7 7BO 8,962 2,41 68" PRECAST 908 582 _1'134______ ______ il.Mq 2,958 _ 4x215 .......... I-----_3a958------•------4x955_w____•__..__51686_r_.,.... ....... 5.,327,_,.,,. ...... 51107------ PRECAST 11481 .... 899____•__ 122___ 582 Y,134 1 700 2,958 4,215 5,473 6,730 51-1011 , (70) PRECAST 875 562 X352______ _,_,_,X538 2 748 4,671 6,334 7,996 , _.__,..........�_ 562 1 092 1 538 2 748 3 958 5 168 6,377 6' 8" 8Q" ( } PRECAST 740 524 -------- y4------- 524 __-_---978 y6------- 978 1L120_ -------- ---__ 1120 1,973 _________ ___ .. 1973 ______31031___-__ 3,031 4088 ------------- 4,088 S 146 1_______ ___ 5,146 7' _011 (84") PRECAST 696 494 ._r_» 921---_--- ----- i 654 1 691 _,,,_,2x683.".......,...3x675,««-._ 1,085 r_.__ 41667 I 494 921 1,054 1,691 2,683 3,675 4,667 7 6- 90 J PRECAST 639 4?5______w 847 -847.` _-969 _____- __rlrr?1�'......,_,._._2x 34______._,----?ai`I� ---_--•-__,_ 41049._»___ _,_31255 __ 4,259 ' 951 951 455 8` 6" 969 1 215 2 234 3,142 4,049 (116") PRECAST 336 ---- 338 ,._. ..., 629 ...« .... 719 ., ..., 900 ---- 1,0$1 ----- -,-,_11596 __-_ _ -_ 21259 ------ 545 913 1,197 338 629 719 900 1 081 1,596 2,259 0 111C LINTEL UPLIFT LATERAL SCALE: E -8X8 P..X8-1U P -8X8 -2U P..X12-1U P -8X12 -2U P -8X16 -1U P-8X16.2U P -8X20 -1U P 8X20 -2U P -8X24 -1U P -8X24 -2U P-8X28 P -8X 8 2 P+8X32... 8X32 -2U E -8X8 P -8X8 ADDED ' LENGTH TYPE > - I 11 2 -10 "I (34) PRECAST - 3,533 4,074_ __ '_ __ 8,203___ .-_111335__ •._141294....,171253__ v 6 W _- 201212„ „ 231171 _ 3,487 3,487 10,396 Q 4,074 8,203 11 335 14,294 17 253 20,212 231171 3'-6" (42") PRECAST 2,571 ._ 1'944__. 1 944 »«« 41845__. 4,845 _, 71747__ 7,747 __ 101059__ 10,059 ..... 24141-- 12,141 --141223-- 14,223 --16131]5 _ 16,305 - 2,525 2,525 5,451 4'-0" (48") PRECAST 2,138 --112'6---•-- 1,256 31-404 3,404 5,777--- •-- 8,150 8,150- 91943 9,943 ------ 11,648 - 13,353 2,092 2,092 3,743 4-6" (54") PRECAST 1,532 _--1:1079_..... 21410___.«, _"S,777 41419___ ,___61427 __ ,_. 8,426. ,__91871 __ --111515 - 1,642 1,642 2,727 E-; 1,079 2,41 4,419 6,427 8,426 9 871 11 315 - 5'-4" (6411) PRECAST 11481 .... 899____•__ 122___ __31009._.... 4167151.__ 1,436 1,436 1,763 899 1,455 4,671 6,334 7,996 9 379 51-1011 70 („) PRECAST 1,330 ` 808 __ _ 808- `-•" , , 1,308 - _31009 1 2,332 3,810 5,287 6,764 8,242 1,285 1,285 1,411 5'-6" (78") PRECAST 1,027 _`�_ 734 11115_IL4`�1__- .1 •-- 1538 81808 «, :41470 __ _-_5x131 __ 1,127 1,127 1,085 1 221 ,604 3,038 4,376 5,715 7,054 / � 6 „ (90) PRECAST 634 &24 _-«-,---.................... 624 951 1,042 11275__- -- 1,367 _- 24025 -_ 2,025 �_-21774 «' 3,142 _,_31255 __ 4,259 ___3x736 __ 5,376 951 951 773 8` 6" (102") PRECAST 427 545 83318,__ ,,,14401--- -- 21129 _..2 88,_ 1 -------- - 823 823 579 545 913 1,197 1,483 2,266 3,225 4 184 - �__•__ 9'-4" (112") PRECAST 323 495_756 495-___,_w 829 11016 1 088 11274 1,347 -_ i1S31 1,607 _._?1065._ 2,568 2x370 3,427 667 - 667 468 10'-6" (126") PRECAST 230 440 _________,,..,,_-6,,__„_.---_____-__-,- 440 •672 738 904 968 _ 1#135__. 1 198 ,__«11364......I- 1,429, 93 -- - 1 661 ---1x884-- 2,606 512 512 359 �-"`- 11'-4" (136") PRECAST 376 421 "'`421_-�_�- _,, 584 794 •,_„---_---- 1004 ---.1_------ 1214 .___.1....... 1424 ,,,«1__r__r_ 1633 -__-� ---_-- 595 595 303 747 962 1,179 1,396 1,614 2;221 µ 12I II -0 , (144'} PRECAST 318 503 -----_.w--..,--------------....-...._._,_ 527 717. 906 __.--------- 1095 1284 1__-_--- 1473 ----a.__.._- 510 512 267 503 707 911 1116. 1,321 1,527 1,734 _ ...-.. IT -J." (160") PRECAST 238 360 440 _598 755 912 11070 361 361 212 360 640 825 1,011 1,197 1,383 1,570 _ 1-4' 0,1 168" PRECAST 210 „_3'44 344 406 fi12 --- 551 789 697 967 842 1,144 987 1,323 1x132_- 1501 309 309 191 1418" (176") PRECAST 187 329 329 378 587 S12 757 ... 927 781 1 Q97 915 1 268 1 05 0 1,440 265 265 173 (184") PRECAST 168316 `« 316`-- 353 -- 564-� 478 ` `727 603 - 891 729 _ -1,055 _ 854 1, 219 _ 979 -_`184-- 3 230 229 157 A R C H I T E C T S Grolls Dign uInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com lililih AA #: 0003325 SUBDW. & LAT: TUSCA SOUTH LOT #1 PROJECT# 1664.035 WODEL: „2199" GARAGE 8 W30N GI": RIGHT PAGE: LINTEL SCHEDULE (PRO --CRETE) CARCHITECT- STATE OF FLORIDA f��Ffr I f" l� 13 DATE: 07/29/10 SCALE: 1/4"=1'-0" SHEET 4 orl > z0 v 6 W z � W I 4 LU Q ul U p z O co Z 4 4 0 M m m E-; SUBDW. & LAT: TUSCA SOUTH LOT #1 PROJECT# 1664.035 WODEL: „2199" GARAGE 8 W30N GI": RIGHT PAGE: LINTEL SCHEDULE (PRO --CRETE) CARCHITECT- STATE OF FLORIDA f��Ffr I f" l� 13 DATE: 07/29/10 SCALE: 1/4"=1'-0" SHEET 1 B. 2 orl H wl A N � O Mw I� 3050 -SH EGRE55 0o 00 `oJ 0. BATH 0 OWNER'S SUITE s 3050 -SH EGRESS BEDROOM #2 L__JL__J LAUN. r 0 0 W.I.C. I -- TH 2 I r � 0 L J oa � r I I I I BEDROOM 4 BEDROOM 13 I 3050 -SH 305m -SN 3050 -SH 3050 -SH EGRESS EGRE55 EGRESS 1� 11 12 13 WINDLOAD CALCULATIONS COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL SQUARE FOOTAGE WSW SIZE AND TYPE ZONE 10 MPH WIND REMARKS 120 MPH WIND I 31 3068 W/ 14" SL 4 20.1/ -23.2 24.0/ -21.6 2 S 14 -SH TEMP. 4 21.8/ -23.ro 25.9/ -28.1 3 112 GARAGE DOOR 5 18.3/ -201 21.8/ -24.4 4 11 25-SH4 21.1/ -22.9 25.1/ -21.3 5 11 25-SH4 21.1/ -22.9 25.1/ -21.3 6 40 5068 S.G.D. 4 19.9/ -21.1 W 23.7/ -25.9 1 11 25-SH5 21.2/ -23.0 25.2/ -27.4 S 11 25-SH5 21.2/ -23.0 25.2/ -21.4 9 11 25-SH4 21.1/ -22.9 25.1/ -2-1.3 10 11 3050 -SH 5 21.2/ -23.0 25.2/ -21.4 11 11 3050-5H EGRESS 4 21.1/ -22.9 25.1/ -2-1.3 12 11 3050 -SH EGRESS 4 21.1/ -22.9 25.1/ -21.3 13 11 3050 -SH EGRESS 4 21.1/ -22.9 0 25.1/ -21.3 14 11 3050 -SH EGRESS 5 21.2/ -23.0 25.2/ -21.4 15 11 3050 -SH EGRESS 4 21.1/ -22.9 25.1/ -21.3 16 11 3050 -SH EGRE55 4 21.1/ -22.9 25.1/ -21.3 11 11 3050-5H 4 21.1/ -22.9 25.1/ -21.3 WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA BUILDING CODE, 2001 ALLOWS THE IORE55URES TO BE AVERAGED WHEN THE OPENING 18 PARTIALLY LOCATED IN 50TH ZONE 4 AND ZONE 5 WIND PRESSURES ARE BASED ON WIND SPEED =120MPH (3 SECOND GUST) IMPORTANCE FACTOR=1.0 EXPOSURE CATEGORY = 5 MEAN ROOF HEIGHT=LESS THAN 30 1=T. 1=OR AN ENCLOSED BUILDING ZONE 5 p = +21.8 / -26 55 ZONE 4 p=+21.5/-24.0 PERCENTAGE OF AREA WITHIN ZONE 4: A4=11.33W16=0.71f PERCENTAGE OF AREA WITHIN ZONE 5: A5 = 4.66 : 16 0.29 $Z AVERAGE POSITIVE PRESST.JR.E ON GARAGE, DOOR: p=21.8(0.9)+21.8 (0.10) = 19.62 1 2.18 = 21.8 psf AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR: p - -24.0 (0.71) + - 26.55(0.29) -17.05 + (-7.7) = -24.75 psf. AVERAGE GARAGE DOOR PRESSURE: p=21.8/-24.8 R A R C H I T E C T S Desipn Grounc. I UGVL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA SOUTH LOT #1 PROJECT# 1664.035 MODEL: „2199" GARAGE SWING: RIGHT PAGE: WIND LOAD CALCULATIONS ARCHITECT: STATE OF FLORIDA DA'�E: 07/29/10 SCALE: 1/4„-11-0" SHEET JL C N w y v W w o :;j� 0 q U A SUBDIV. & LOT: TUSCA SOUTH LOT #1 PROJECT# 1664.035 MODEL: „2199" GARAGE SWING: RIGHT PAGE: WIND LOAD CALCULATIONS ARCHITECT: STATE OF FLORIDA DA'�E: 07/29/10 SCALE: 1/4„-11-0" SHEET JL C Orl MODEL SPECIFICATIONS * GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNFINSHED * WINDOW SILLS TO 5E OPTIONAL * MASTER AND 5ECONDARI' 5ATH TO RECEIVE aro" MIRROR - VANIT'T' MIRRORS TO 5E RAISED OFF 1BACKSPLASH * ALL DOORS ARE 6'-S" H1CH UNLESS NOTED OTHERWISE. - ALL TU5 FIXTURES TO 5E WALL MOUNTED EXTERIOR MASONRY WALL 55?C. HEIGHTS 8'-S" 5RC. LOAD 5RC. WALL 3-1/2" 211 ' (I ELEC. OUTLET PER ELEC. CODE ATE � X061 M� 10'-0" I 4x4 I I POST COV. PATIO 10'-0"x8'-0" S'-8" CLC. ops om ■■■■t]■■❑ ---- C�■■■■■Yl■II 1 2 COVERED ]PATIO V 141-011 �.., 4x 4 — — — — - 4x4 POST POST COVERED PATIO 14'-0"X12'-0" 8'-8" CLC. 5065 S.G.D. 11 l N 3 COVERED PATIO 07/29/10 SQ. FT. CALC.'S 3 HE PATIO --ET 2 LIVING (IST.) LIVING (2ND.) 1047 1152 SQ. FT. SQ. FT. ' TOTAL LIVING PORCH GARAGE 2199 56 405 SQ. FT. SQ. FT. SQ. FT. j 11-011 X 51-01, Z 1v TOTAL PATIO OPT. COV. PATIO OPT. COV. PATIO 2660 35 80 168 SQ_ FT. SQ. FT. SQ. FT. SQ. FT. [� QLu MODEL SPECIFICATIONS * GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNFINSHED * WINDOW SILLS TO 5E OPTIONAL * MASTER AND 5ECONDARI' 5ATH TO RECEIVE aro" MIRROR - VANIT'T' MIRRORS TO 5E RAISED OFF 1BACKSPLASH * ALL DOORS ARE 6'-S" H1CH UNLESS NOTED OTHERWISE. - ALL TU5 FIXTURES TO 5E WALL MOUNTED EXTERIOR MASONRY WALL 55?C. HEIGHTS 8'-S" 5RC. LOAD 5RC. WALL 3-1/2" 211 ' (I ELEC. OUTLET PER ELEC. CODE ATE � X061 M� 10'-0" I 4x4 I I POST COV. PATIO 10'-0"x8'-0" S'-8" CLC. ops om ■■■■t]■■❑ ---- C�■■■■■Yl■II 1 2 COVERED ]PATIO V 141-011 �.., 4x 4 — — — — - 4x4 POST POST COVERED PATIO 14'-0"X12'-0" 8'-8" CLC. 5065 S.G.D. 11 l N 3 COVERED PATIO 2,-„ 14'-0” 1 20'-011 IST FLOOR PLAN A R C H I T E C T S Des-rnGrou 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 07/29/10 SCALE: 1/4""=1"-0" 3 HE PATIO --ET 2 OFl 6 ' w a o I j 11-011 X 51-01, Z 1v [� QLu o 0 H.B. h 25 -SN 0 0 5068 SC.D. 25 -SH lIV71 1111111 11 E-4 c•r ch GREAT 1 1 DINING ROOM 8'-S" CLC. s' -a" CLC. I I I I (CARPET) (CARPET) 211-411 (' k CONDI 3'-4" -ro" 1 110 11 N / 6 cv ,� DUJ. KITCHEN STAIR DATA I �� a' -all GLC. 16 Is 7.5° r- (TILE) 15 TREADS G 9.5" 1 ADD 1 RISER 4I NOOK c� TREAD WITH ELEV. ISLAND 4'-0"x2'-0" 8'-8" CLC. (TILE) -' � N 4'-4" Cep �'-0" 4'-4" 12'-5" 6'-11" 0 X 5TM OF 4X6 S? ,n POST HDR 6 ,fp POST n LBLU I OPT I 2468 4x4 POST - L__J 0 S. P. WH 3_5H 42 ° LOW ", Q 2" STEEL ___/ WALL W/ PIPE (o WD LAV. LIP ' GAP H.S. 4._4. 1'-4" FOYER CLCq) PWD �1 (TILE) _8" CLCs. o� ( ILE) 2- CAR GAR. - UJC. MT LINE OF 2ND. FLR. A50VE 1111H1111111111111 'j-11— — — 068 W/ 14 -SH 0 I i 14" 5L TEMP. m 1 1 PORCH ------------------- ---- ---------- ---- ------- -- --- -- — 0 e TYP 131-011 16'-0" X 1'-0" O.H_ 2A 1-0101111---------------- 2,-„ 14'-0” 1 20'-011 IST FLOOR PLAN A R C H I T E C T S Des-rnGrou 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU�BDIV. 8e LOT: TUSCA SOUTH LOT #1 PROJECT# 1004.035 MODEL: "2100, GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLAN ARCHITECT: STATE OF FLORIDA DATE: 07/29/10 SCALE: 1/4""=1"-0" 3 HE --ET 2 OFl 6 w a o j N n Z 1v [� QLu o 0 h 0 0 0 E-4 c•r ch SU�BDIV. 8e LOT: TUSCA SOUTH LOT #1 PROJECT# 1004.035 MODEL: "2100, GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLAN ARCHITECT: STATE OF FLORIDA DATE: 07/29/10 SCALE: 1/4""=1"-0" 3 HE --ET 2 OFl 6 34'-0"21-10111 N3, -a7/ 16S 15 T A TRE C4D SND FL001�1 PLAN 25'-1" 2'-1m" 12'-4" 11'-10" 3050-5H 3050-514 EGRESS EGRESS 0 0 0 ° ° 07.) LAV. LAY.. OPt. tUR LAY. 42x60 0. BATH 8'-0" GLC. 4X4 � TILE BEDROOM #2 � POST , � OWNER'S SUITE - 2668 48°X34° (GARPET) S'-0" CLCx. SHOWER 4x4 CGARPEt) POST C,. 42" -HIGH Q BATH 2 � t�C WALL N Cn N �� r1R_1S_N, 4068 81=. 11 F. Q � '� I OPT OPT. ®W to L W J L D_ J R- iSN cr � LAUN . 2668 � 8 TIS �� 2668 5-0 0 0 41 W.I.C. � �'-2° � 4'-0" � 3w e �I � � I� `� 22"x36, r':� —�0 IZ 111111 Q ' ' I (CARPET) ATTIC I LAV. � � '� m L— ° 1R-1SH � 1R -15H d1 � 1R -ISH cote, A c{1 � ON � a 4068 81=. 4068 B�. 61 m cA m 0 r41 I N 4X4 42 " LDW POST � WALL W/ 31_611 2'-4" 1x6 WD 4X4 CAP � POST BEDROOM #4 BEDROOM #3 � I OPEN � S' - 0" CLCD. V-011 TO (CARPET) (GARPEt) F3ELOW 2X8 2X8 3050 -SH 3050-5H 3050 -SH 3050 -SH TAIR DATA EGRESS ECxRESS EGRESS RISERS � -1.5° 10'-4" 11'-1®" READS � 9.5° S'-0" 8'-®" S'-0" DD 1 RISER 4 AD WITH ELEV. A R W W w W `r' � Q Q � A 0 AC O U o � � A � � m m 34'-0° c x ►rEc rs Design GroRrnc . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-607$ FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325co 04 h W W w W `r' � Q Q � A 0 AC O U o � � A � � m m SLTBDIV. 8a LOT TUSCA SOUTH LOT #1 PROJECT 1064.035 MODEL: "2190„ GARAGE SWING: RIGHT PAGE: SECOND FLOOR PLAN ARCHITECT STATE OF FLORIDA PRINT DATE: 07/29/10 SCALE: 1/4„=1'-0” SHEET OFl 25'-ro" RIDGE HGTO _ 18'-0" 2ND FL BRG. HGT 1'-0i WINDOW STYLE DETERMINED PER COMMUNITY ro" RAISED OR SCORED BAND (DETERMINED PER COMMUNITY) 10"-0" 2ND FF. 8'-S" BRG. HGT.- o-6 11 RAISED OR SCORED SAND — (DETERMINED PER COMMUNITY) 12"X48" RAISED OR SCORED--...,, SHUTTERS (DETERMINED PER COMMUNITY) 2" O 0'-0" FIN. FLR. 25'-6" RIDGE HGT. ,I, _ 18'-0" 2ND FL SRG. HGT. 12s 4� `Q m-, [ Em ED, ::::� .1 FRONS' ELEVATION TEXTURED FINISH 12 51 OFF RIDGE VENT 99 99 — j., 25'-ro" RIDGE NGT. ,OS_fd" 2ND FL i5R(3- HGT. 1' -OI' 10"-0" 2ND F.F. IV L&'-0" BRG (-IGT. 6" RAISED OR SCORED BAND (DETERMINED PER COMMUNITY) O m 0'-0" FIN. FLR RIDGE HGT. 18'-0" 2ND FL SRG. HGT. ll_0414f 10"-0" 2ND F.F. �, - - - - - - - - 1 - �" _ ,� IO" -0" 2ND FF. 6-V BRCS. HGT. _ _ _ _ _ _ _ _ _ _ _ _ _ _ 8'- 8" BRG. NGT. 0'-0' FIN. FLR. j, D a RI1EA1R ELEVATION TEXTURED FINISH 7/8" THICK, 3 COAT CEMENT PLASTER OVER GRADE 'D"� FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE 'D" FELT PAPER 4'x4' GALv. "L' -TYPE FLASHING SET IN ROOFING CEMENT FIBERGLASS SHINGLES OVER X15 PAPER ON 1/16' O.S.B. SHEATHING O 1/2' COX PLYWOOD SECURED PER NAILING SCHEDULE :10'-0' 2ND FIN. FLR..(. — LSU -26 2x6 RAFTERS1_ BRCS. HGT. ,I, LUS26 W/ (4) 10d's TO LEDGER AND (2) 106's TO 2x6 JOIST 2X6 LEDGER W/ 1/2"x8" THREADED ROD 32' O.G., - 0„ MAX. SET IN SIMPSON HIGH STRENGTH EXPDXY 6' MIN EMBED. 1/2'THICK, 2 COAT GEMENT PLASTER APPLIED DIRECTLY TO MASONRY (D S.G.D. P GABLE a..e 2x6 LEDGER SECURED W/ 1/4' x 4' LAG BOLT W/ 2' DIA. WASHER 24' O.C. MAX 2x6 BLOCKING AS REQUIRED COPT. COV. PATIO ELEV. A4S l 1 COPT. COV. PATIO ELEV. A45 A R C H IT E C TS Desi n Grou Inc. [1441 N. RONALD REAGAN JBLVD.LONGWOOD, FL 3275PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.co AA #: 0003325 h � W tq W y V� WDu � } } � o a Q � � D � o CQ z O d. � 0 q m m m I mop SVHDIV. & LOT: TUSCA SOUTH LOT #1 PROJECT# 1664.035 MODEL: „2199" GARAGE SWING: RIGHT PAGE: FRONT & REAR ELEVATION Pl Al, CARCHITECT: STATE OF FLORIDA AR NO 12079 DAT 07/29/10 SCALE:1/4"=V-0"I SHEET 4 A OFl 6 25'-(o" RIDGE HGT. 18'-0" 21 ,-L 25'-ro" RIDGE NGT. 25'-6" RIDGE HGT. 18'-0" 2ND FL 5RG. HGT. � I'-0" 8'-8" 5RG. HGT. Rlu"HT ELEVAT10""NJ TEXTURED FIN15H - - - - �,.-- - - - - - - - 12 OFF RIDGE VENT 15 8 1 - — — — — — — — — — — — — — 0'-0" FIN. FLR. — — — — — — — — _ — TEXTURED FIN15H '4 - 25'-6" RIDGE WGT. j4 18'-0" 2ND FL 5RG. HGT. ly 10'-0" 2ND F.F. 8' -8" 5RG. HGT. 0'-0" FIN. FLR. 8'-8" let FLRq _ 5RG. HGT. I 0'-0" FIN. FLR � 0 P T. C OV. 'PATIO LEFT SIMILAR ELEV. A45 � 1 8'-8" let FLR I 5RG. HGT. _ 0'-0" FIN. FLR. oLIT — l COV. PATIO LEFT SIMILAR ELEV. A45 A R C H IT E C TS /Gs Deign roup roup, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 FROI-L=616 IV. 8c LAT: USCA OUTH OT #1 CT# 4. 0 3 5 MODEL.: 2199" GARAGE SWING: RIGHT PAGE: LEFT & RIGHT ELEVATION 77 A)7 ARCHITECT. STATE OF FLORIDA JAME CANTWELL A NO 12079 DA'T'E: 07/2 9 10 SCALE: 1/4"=l'—O" N > W o U W �,. F- F- � Q LU [)G q U 6► h L <h Ll I FROI-L=616 IV. 8c LAT: USCA OUTH OT #1 CT# 4. 0 3 5 MODEL.: 2199" GARAGE SWING: RIGHT PAGE: LEFT & RIGHT ELEVATION 77 A)7 ARCHITECT. STATE OF FLORIDA JAME CANTWELL A NO 12079 DA'T'E: 07/2 9 10 SCALE: 1/4"=l'—O" HEADER SPAN CHART UP TO CONNECTOR SCHEDULE SINGLE SIMPSON 4'-11 1/2 m DES. UPLIFT GRAVITY FASTNER } META -16 1450 (1) 10d x 1 1/2 1 -PLY/ (6) Ibd 2 -PLY Z (2) META -Ib 1985 (10) 10d x 1 1/2 I -PLY 0 1900 (14)1(2d 2 -PLY V) HETA-16 1810 (9) Imd x 1 1/2 1 -PLY/ (8) 16d 2 -PLY Q HETA-20 1810 (9) I0d x 1 1/2 1 -PLY/ (8) Ibd 2 -PLY WETA-20 2035 (10) 10d x 1 1/2 I -PLY (2) 2500 (12) 16d 2 -PLY MGT + 3965 (1) 5/8' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMeeD), (22) I0d TO WOOD HGT-2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) I0d TO WOOD HGT-3 + 10530 (2) 3/4' ATP- IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD LTA1 1420 (12) I0d x I -I/2' VGT 4940 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4' X 3' TO WOOD (2) vr$T (2-I-LT/3-Ky) '1185/8890 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' TO WOOD MTS -12 1000 (14) 10d x 1 1/2 HTS -16 1150 (16) 10d x 1 1/2 HTS -20 1450 (24) I0d x 1 1/2 � LSTA-12 ++ 925 (10) 10d LSTA-18 ++ 1235 (14) 10d V) MSTA-18 ++ 1315 (14) 10d 11 MSTA-24 ++ 1640 (18) I0d of MSTA-36 ++ 2050 (26) 10d F- In MSTI-36 3800 (36) 10d x 1 1/2 MSTI-48 5065 (48) 10d x 1 1/2 H6 950 (B) ed TO PLATES, (8) 8d TO STUDS Q SP4 885 (6) 10d x 1 1/2' TO STUDS A33 750 (4) I0d t0 BEAM (4) 10d TO POST. WC102 645 (6) 10d x 1-1/2' H10 995 (16) ed x 1-1/2 ti ABU 44 2200 6665 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC. (12) Ibd TO WOOD V) ABU 66 2300 1 12000 (1) 5/8' A.TJ;Z IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONCti (12)l6d TO WOOD 0� LTTI9 +++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMEsED.) IN CONC (SAod TO WOOD © TT2015 +++ 1625 (1) 1/2' A.T. IN HI STRENGTH XY (MIN. 1' EMBED.) IN GONG. (2) ' BOLT TO WOO U Z 3610 Htt4 4235 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7' EMBED.) IN CONC. (18) 10d x 1 1/2' TO WOOD (1) 5/8' A.T.F. iN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (18) 16d x 2 1/2' TO WOOD < 4350 (1) 5/8' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) I0d x 1 1/2' TO WOOD HTT5 4670 090 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' SMBSD.) IN CONC. (26) IOd t0 WOOD /8 A.TR IN HIGH STRENGTH MPDXY, D CONC. 26) I(od x 2 /2 O WOOD W44PQII-SDS 25+ 11,445 (1) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIK 10' EM5ED.) IN CONC., (24)SDS 4' x ' WOOD SCREWS H 1 6480 (1)1/8' A.5. IN H GH STRIENGTI4 EPDXY. (MIN. 1' EMMID.) IN GONG (30i'STUP 50 TS TO WOOD MBNA 336/1125 3415 5330 (1) 3/4' A.T.F. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, (18)l0d TO BEAM U) of w HUSC412 (WOOD) 3240 2510 (FLOG (10) lbd TO HEADER, (10) lbd TO WOOD 3140 (ROOF) 0 PUC410 (CMU) 1810 5085 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) 10d t0 WOOD Z Q 2 HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY-TIE". CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR t0 SU55TITUTING 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. ++ I0d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W +++ MINIMUM EMBEDMENT INTO THE TOP OF A 5OND5EAM WILL 5E 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL 5E 7' 0 A.T.R. - A-301 ALL THREAD ROD (SIZE PROTECTION TYPE, LENGTH ETC. VARIES) z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. O WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL 5E EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. FALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2009' , 'HIGH WIND -RESISTANT CONSTRUCTION C-44W0r2-R, t-ANCHORSPECO1, AND ANCHORING : FASTENING SYSTEMS FOR CONCRETE # MASONRY CATALOG C-2009. HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REOUIREMENTS DBL 2x6 LEDGER SECURED TO BLK W/ 1/2' A.B. OR THREADED ROD W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 6' MIN. EMBED. 0 32' O.C. MAX. SECURE TRUSS TO LEDGER W/ (2) L-50 01 II �� II II l �� II II II II U III II II II II II II �7J4 TJL. TJ3 i tJ2 11 JIa II II � II �� II �� II II II II �� I� �I II II II II II II II �� II �� II II II II �� I II II II II II II u n ii a ii I I u ii ii ii ii n u n u u ii u HDR. Al 11 F501 _ II HDR TO 4X4 POST (2) MTS -12 POST TO SLAB HTT-4 I II Fd"16G i 7J6 u MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO SINGLE STORY APPLICATION 4'-11 1/2 m AND UP SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 51-411 5'-4" TO '11-011 'V-0" TO 10"-0" 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS 3 NUMBER OF FULL LENGTH STUDS 51ZE CLEAR SPAN DBL 2 DBL 2 D5L 2 PBL 2 x ro x 8 x 10 x 12 UP TO 5'-0" 5'-0" TO 6'-4" IS' -4" TO 8"-0" 8'-0" AND OVER MINIMUM WALL AND HEADER STUD REOUIREMENTS DBL 2x6 LEDGER SECURED TO BLK W/ 1/2' A.B. OR THREADED ROD W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 6' MIN. EMBED. 0 32' O.C. MAX. SECURE TRUSS TO LEDGER W/ (2) L-50 01 II �� II II l �� II II II II U III II II II II II II �7J4 TJL. TJ3 i tJ2 11 JIa II II � II �� II �� II II II II �� I� �I II II II II II II II �� II �� II II II II �� I II II II II II II u n ii a ii I I u ii ii ii ii n u n u u ii u HDR. Al 11 F501 _ II HDR TO 4X4 POST (2) MTS -12 POST TO SLAB HTT-4 I II Fd"16G i 7J6 u MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 8'-0" U.N.O. 4'-11 1/2 m AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO 5E MANUFACTURED 5Y SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE 5TRAP5 ARE A5 FOLLOWS, U.N.O: * TRUSS TO MASONRY/CONCRETE SHALL aE META -1(o * FLOOR JOIST TO MA5ONRY/CONCRETE SHALL 5E HETA-fro AT EACH END AND 32 ON CENTER ON JOISTS PARALLEL TO WALL. * TRU55 TO WOOD FRAMING SHALL 5E MTS -12 3.TRUSS TO TRU55 CONNECTIONS AND HANGERS SHALL 5E DESIGNED AND 5UPPL IED 5Y TRUSS MANUFACTURER. 4. REFER TO TRU55 MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN (o. MIN. 2X4 HIP CUT 5LOCKING SECURED W/3-106 GUN NAILS OR 3-1201 HAND DRIVES a EA. END. CUT PITCH 4 5EVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. PROVIDE 2X6 BLOCKING T II FOR HANGER CONNECTION (2) HETA-16 RMCaD HUG 4110 Cl I G2 I (2) 2X12 5M. ------ —------- (2) META -16 — _ (2) META-Iro (2) 2X12 5M HUG 4110 45J 1 DOUBLE TOP PLATE 2x CONTINOUS STRESS IBLOCKING MID WALL 2x STUDS m 16' O.G. MAX J' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE 2nd FLOOR SPUDS TO FGI FLOOR TRUSS SIMP50N MSTA-30 ,v 32" O.C. MAX PRE -ENCS FLOOR TRUSS 2nd FLOOR STUDS A TO FG1 BELOW SCALE: V2'=1'-0" -- F1501 TO 4X6 POST l (2) MSTA-24 POST TO ( 2X10 1:3M TO 6X6 POST SLAB HTT-4 I (2) MSTA-24 POST TO SLA5 ,-- A5U-66 —� HUC410 _ W/8 -3/16'X2' (2) HETA-lea TAPCONS (4 1 _ PER FLANGE) 45J50 A mo X+-1 10 U = 45J5 4BJ3 II II II II II II 45J1 FLOU'R FRAMING PLAN HUC410I W/8 -3/16'X2' TAPCONS (4 PER FLANGE) 1 P1 (I)COV. PATIO HUC410 W 3/16'X2' TAPCONS (4 PER FLANGE) 2X10 13M TO 6X6 POST — (2) MSTA-24 I POST TO SLA5 ABU -66 l �`RED PATIO HUC410 W/8-3/ho'X2' TAPCONS (4 PER FLANGE) A R C H 1 T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.co m AA #: 0003325 �I N — I U3 m ao W FLOU'R FRAMING PLAN HUC410I W/8 -3/16'X2' TAPCONS (4 PER FLANGE) 1 P1 (I)COV. PATIO HUC410 W 3/16'X2' TAPCONS (4 PER FLANGE) 2X10 13M TO 6X6 POST — (2) MSTA-24 I POST TO SLA5 ABU -66 l �`RED PATIO HUC410 W/8-3/ho'X2' TAPCONS (4 PER FLANGE) A R C H 1 T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.co m AA #: 0003325 SUBDIV. 8a LOT: TUS C A SOUTH LOT #1 PROJECT# 1664.035 MOIDICL: „2199„ GARAGE SWING: RIGHT PAGE: FLOOR ]FRAMING PLAN ELEVATION A>> & >> B» CARCHITECT: STATE OF FLORIDA DArt 07/29/10 SC :1/4"=V-0" SHMET ' V_l� A H orl 6 W w O w � Q b ti J A O h A � m SUBDIV. 8a LOT: TUS C A SOUTH LOT #1 PROJECT# 1664.035 MOIDICL: „2199„ GARAGE SWING: RIGHT PAGE: FLOOR ]FRAMING PLAN ELEVATION A>> & >> B» CARCHITECT: STATE OF FLORIDA DArt 07/29/10 SC :1/4"=V-0" SHMET ' V_l� A H orl 6 FRAMING NOTES: 1. HURRICANE STRAPS TO 5E MANUFACTURED 51' SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. T`rPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * TRUSS TO MASONIR,r/CONCRETE SHALL 5E META -I( * FLOOR JOIST TO MASONR r/CONCRETE SHALL BE HETA-1(o AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL 5E MT6-12 3.TRU55 TO TRU55 CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED B''r' TRU55 MANUFACTURED. 4. DEFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. S. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT CLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES I1 EA END. CUT PITCH 4 5EVEL TO FIT TIGHT TO TRUSS A5 PER APA REQUIREMENTS. D 0', �•ioul-I 1�� v"Ig RANE'r 2/1/10 A R C H I T E C T S Design Group �n�. .41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 6-. CONNECTOR SCHEDULE SIMPSON N co DES. UPLIFT GRAVITY FASTNER >- META -16 1450 (1) Iod x 1 1/1 I -PLY/ (6) Ibd 2 -PLY w Z (2) META -16 1985 (10) 10d x 1 1/1 1 -PLY 0 1900 (14) Ibd 2 -PLY 11-1 N Q HETA-I6 1810 (9) 10d x 1 1/2 I -PLY/ (8) Ibd 2 -PLY HETA-20 1810 09) 10d x 1 1/1 I -PLY/ (8) Ibd 2 -PLY (2) HETA-20 2035 (10) 10d x 1 1/2 1 -PLY 2500 (12) Ibd 2 -PLY MGT + 3%5 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12EMBED), (22) 10d TO WOOD h HGT-2 + 10980 (2) 3/4' AT.R N HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD j HGT-3 + 10530 (2) 3/4' A.T.R. N HIGH STRENGTH EPDXY (MIN. 12' EMBED), 06) 10d TO WOOD z LTAI 1420 (12) 10d x 1-1/2' O A U VGT 4940 (U 5/8' A.T.R. M HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SD$ 1/4' X 3' TO WOOD wvw n-mya-mm 118s/8890 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) $DS 1/4' X 3' TO WOOD A MTS -12 1000 (14) 10d x 1 1/2 HTS -16 1150 (16) 10d x 1 1/2 HTS -20 1450 (24) 10d x 1 1/2 LSTA-12 ++ 928 (10) 10d LSTA-18 +. 1235 (14) 10d V) MSTA-IS ++ 1315 (14) 10d (L MSTA-24 ++ 1640 (18) 10d Cv, (ll L[1 iLl 6) MSTA-36 ++ 2050 (26) Iod ID In N MSTI-36 3800 (36) 10d x 1 1/2 MOTI-46 sobs (48) 10d x 1 1/2 1 F77 H6 9s0 (8) Sd TO PLATES, (8) 8d TO STUDS SA P33 ea(4) 1BEAM, STUDS4) S 10d TO and TO POST. BJ 1 II II II II II II I I I I I I II BJ I HCP2 645 (6) lod x 1-1/2' II II Hlo 995 (16) ad x 1-1/2 5J3 EJB 15J3 ABU 44 2200 6665 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 'I' EMBED-) IN CONI. (12) Ibd TO WOOD N ABU 66 2300 12000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 'I' EMBED.) IN CONC, (12>Ibd TO WOOD LTT19 +«+ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1- EMBED.) IN CONC, (S)10d TO WOOD = LTT205 +++ 1625 (1)1/2' A.T. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED-) IN CON !2) - BOLT TO WOOD BJB = II II II II II II II II II II = I3J5 U 3610 (1) 5/6' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC_ (IS) 10d x 1 1/2' TO WOOD ZQ HTT4 4235 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (Ibd x 2 1/2' TO WOOD 4350 (U 5/8' ATR. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) N CONC. (2626 ) 10d x 11/2' TO WOOD II HTT5 4670 !IJ 5/8' ATi. N HIGH STRENGTH EPDXY, (MIN. 1' EMBER) IN CONC. (26) 10d TO WOOD — — — — — — — — — TRUSS TO 4X4 POST 509(4 !I S2 5 B' . HIGH STRENGTH EPDXY, (MIN. 1- EMBED.) IN CONC. 6 6 x 2 1/2' TO WOOD NTS -20 IGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC, (' x ' HHDQII-SDS 25+ 11,445 (1) 1' A.T.R. IN H(24)SDS 4 SCREWS WOOD TRUSS TO 4X4 POST POST TO 5L< HTS -20 — _ _ _ _ ,L1,�j NTT -4 (I) 1/0' A. IN HI STRENGTH EPDXY,(MIN1' IN . 006' STUDOTS TO POST TO 5LK — — MSHA 3b6/1195 9415 5330 (U 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15- EMBEDMENT) IN C.M.U. FACE, HTT-4 (18)10d TO BEAM A4 to WWC412 (WOOD) 3240 2510 (FLOG (10) l6d TO HEADER, (10) Ibd TO WOOD — — — — — — — — — w w 3140 (ROOF) (.9 lCMLL) 1810 5085 18-1/4' x 2-3/4' TITEN ( 9 MUPER FLANGE) TO G !10) 10d TO WOODa tAHUG410 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 1$ GREATER THAN 1' DEEP, THE VERTICAL CELL N C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE — - — LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W ««« MINIMUM EMBEDMENT INTO THE TOP OF A 5ONDBEAM WILL BE 51, MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' W Z — F22X 36 ` A.T.R. = A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH ETC. VARIES) I ATTIC 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 18 USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -A153 Ilk USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE — A2 — — ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. A3 ALL CONNECTOR VALUES BASED ON SIMPSON %IIOOD CONSTRUCTION CONNECTORS C-2009' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HW05-R', T-ANCHORSPEC01, AND ANCHORING t FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-2009. — _ — — — — MINIMUM WALL AND HEADER - -------- ---- HEADER HEADER SPAN CHART STUD REQUIREMENTS ... _ _ = A4 — — y�� HEADER SPAN (ft.) UP TO 5'-0" TO 8'-0' SINGLE 5TOR)" APPLICATION MAXIMUM 4'-11 1/2" -l'-11 1/2" AND UP TRUSS TO 4x4 POST — — — A5 — TRUSS TO 4X4 POST O BLK NTS -20 POST SIZE CLEAR SPAN NUMBER OF HEADER STUDS POST TO BLK �� .._.. — — — — — NTT -4 DBL 2 x 6 UP TO 5'-4" SUPPORTING END OF HEADER 1 2 3 HTT-4 = — I �` `� II II A6 II — -` DBL 2 x S 5'-4" TO 7'0 NUMBER OF FULL LENGTH STUDS DBL 2 x i0 -0 TO 1011-011 AT EACH END OF HEADER 1 2 BJB _ II II II II II II II II II = SJB DBL 2 x 12 10'-0" AND OVER TWO STORY APPLICATION DOWN 5TAIR5 BJ3II L 11 11 EJB BJ3 2 x 12 II II SIZE CLEAR SPAN (*2 S`I'P) 5J1 II II II II II II II II II 811 DBL 2 x ro UP TO 5'-0" -1/16" OSB 900 DBL 2 x 8 5'-0" TO 6'-4" DBL 2 x 10 6'-4" TO 6"-0" G�� =, m 1Q 1Il m (Z' DBL 2 x 12 8'-0" AND OVER Ql CD 011 �W Cp Ca NAIL (3) 12d a 6"-a" O.G. TYP. 2x12 BM.,/HDR. FRAMING NOTES: 1. HURRICANE STRAPS TO 5E MANUFACTURED 51' SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. T`rPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * TRUSS TO MASONIR,r/CONCRETE SHALL 5E META -I( * FLOOR JOIST TO MASONR r/CONCRETE SHALL BE HETA-1(o AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL 5E MT6-12 3.TRU55 TO TRU55 CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED B''r' TRU55 MANUFACTURED. 4. DEFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. S. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT CLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES I1 EA END. CUT PITCH 4 5EVEL TO FIT TIGHT TO TRUSS A5 PER APA REQUIREMENTS. D 0', �•ioul-I 1�� v"Ig RANE'r 2/1/10 A R C H I T E C T S Design Group �n�. .41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 6-. N co w 11-1 h j z Co O A U A StMDIY. & LOT: TUSCA SOUTH LOT #1 PROJECT# 1664.035 MODEL: "2199" GARAGE SWING: RIGHT PAGE: ROOF FRAMING PLAN ]ELEVATION "A" & "B" ARCHITECT STATE OF FLORIDA DA'T 07/29/10 SCALE: 1/419=1"-01" SHEET 7 A � orl 6 ELECTRICAL LEGEND SYM50L DEFINITION NOTES 1/4"=1'-0" 125V OUTLET 20 AMP 6 IIOV OUTLET 2199 SQFT GENERAL LIGHTING X3 VA PER SQFT 6597 I/2 OF OUTLET 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 110V OUTLET WIRED TO LAUNDRY CIRCUIT AT 1500 SWITCH RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 EQUIPEP WITH GROUND FAULT WATER HEATER 110V OUTLET IN* R DISHWASHER GFI 1200 (t ISTANT CLOTHES DRYER W 5000 4 WIRE WWW JJJ/// 220V OUTLET CONNECTION MICROWAVE EXTERIOR GROUND GF1 WATERPROOF OUTLET INTERRUPTER 1200 SWITCH SUBTOTAL OF GENERAL LOAD SWITCH 3 -WAY OPER t4 SWITCH 4 -WAY OPER. n WALL 11399 MOUNTED Y LIGHT TON HEAT PUMP#1 28 AMPx 240 VA= CEILING LIGHT 2.5 1 VAPOR PLII�� --- :"VP KW ELECTRIC HEAT AT 65% r RECESSED KW ELECTRIC HEAT AT 65% CAN o NET GENERAL LOAD I CFM PER ® VENT. FAN SQ. FT. 13220 VENT. FAN I CFM PER W/L IGHT SQ. FT. CALCULATED LOAD FOR SERVICE 34619 VA/240 V= 145 AMP 145 AMP SERVICE 2' LIGHT STRIP 4' LIGHT STRIP 000 00 U Cr7& 4' RECESSED 2-15ULB WRAP ® FLUORESCENT LIGHT AROUND 2' FLUORESCENT 4- FLUORESCENT 4' TRACK LIGHT ® PANEL METER z Q SMOKE MATT.5ACK-UP COS.D. DETECTOR IN ER - WA L BATT. BACK-UP MOUNTED W/ WARDWIRE SD. DETEG R C NNEC ED BATT. BACK-UP CAR80N W/ HARDWIRE ®S/CO MONOXIDE/ COINNECCT-ED SMOKE DETECTOR SHALL BE A W COM50 DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL CTAS OUTLET . TELEPHONE JACK WATER HEAT. F, DISCONNECT AIR. COND. A/C DISCONNECT TV. TELEVISION JACK CEILING 5OX REQUIRED TO BE SUPPORTED J 0 J -50X IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING: FAN/LIGHT CEILING 5OX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL KP SECURITY KEYPAD • PUSH- FOR P8. BUTTON CHIMES NOTES: * LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO 5E VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN ALL HA51TA5LE ROOMS TO 5E ARC FAULT PROTECTED PER NEC 210.12(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI a ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL • BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENTIF$C 200-1,RESIDENTIAL CODE TA5LE M5063) * LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL 5E NON METALLIC CABLE AS N.E.C. 2008 ARTICLE 300.(5) (2) * ALL RECEPTAGLES TO 5E TAMPER- RESISTANT TYPE fln�il'll� 111 .a �I11il, 10, 1ST FLOOR ELECTRICAL PLAN POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 *1 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 *2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 15 PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE 3 *1 CU, 1 *6 CU GND 2" CONDUIT OR PROVIDE 3 *2/0 AL, 1 *4 AL GND IN 2" CONDUIT. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO M O PANEL 150A/2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM 5OND ING TERMINAL AT LOW VOLTAGE CONNECTIONS GABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 "r CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC: 2008 250.52(3). 5/6" DIA X 8 FT LONG COPPER CLAD GROUND ROD 150 X -If ' ELECTfRICAL fRI&EfR NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTOR5 SHALL 5E TYPE THHN/THWN UNLESS NOTED OTHERWISE. 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 H LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE*D2) 10 HOUSE PLAN: 2199 MODEL 1/4"=1'-0" SHEET LOAD INFORMATION 6 VA 2199 SQFT GENERAL LIGHTING X3 VA PER SQFT 6597 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 4500 1 LAUNDRY CIRCUIT AT 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 1 MICROWAVE 1500 1 REF. 1200 SUBTOTAL OF GENERAL LOAD 38497 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 28497 VA x .4 11399 TOTAL NET GENERAL LOAD 21399 4 TON HEAT PUMP#1 28 AMPx 240 VA= 6720 2.5 TON HEAT PUMP#2 21 AMPx 240 VA= --- 10 KW ELECTRIC HEAT AT 65% 6500 5 KW ELECTRIC HEAT AT 65% --- o NET GENERAL LOAD 21399 NET TOTAL HEAT 13220 TOTAL LOAD 34619 CALCULATED LOAD FOR SERVICE 34619 VA/240 V= 145 AMP 145 AMP SERVICE NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE 3 *1 CU, 1 *6 CU GND 2" CONDUIT OR PROVIDE 3 *2/0 AL, 1 *4 AL GND IN 2" CONDUIT. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO M O PANEL 150A/2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM 5OND ING TERMINAL AT LOW VOLTAGE CONNECTIONS GABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 "r CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC: 2008 250.52(3). 5/6" DIA X 8 FT LONG COPPER CLAD GROUND ROD 150 X -If ' ELECTfRICAL fRI&EfR NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE 2008 NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTOR5 SHALL 5E TYPE THHN/THWN UNLESS NOTED OTHERWISE. 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 H 0 7 29 10 SCALE: 1/4"=1'-0" SHEET OF -1 6 W W Lu W o O z Q 0 W 0 � 01 F, SUBDIV. & LOT: TUSCA SOUTH LOT #1 PROJECT# 1664.035 MODEL: "2199" GARAGE STING: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA JAMAERS DATE: h, 0 7 29 10 SCALE: 1/4"=1'-0" SHEET OF -1 6 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP 110V OUTLET I/2 OF OUTLET 11mV OUTLET WIRED TD SWITCH EQUIPED WITH IImV OUTLET GROUND FAULT SISRTANT CxFI W ITAi'�E 4 WIRE 6 220V OUTLET CONNECTION WP EXTERIOR GROUND FAULT C,FI WATERPROOF INTE'RRUPTEE V OUTLET SWITCH SWITCH 3 -WAY OPER �P4 SWITCH 4 -WAY OPER WALL MOUNTED LIGHT W ( ) CEILING LIGHT VAPOR `O.iYP PROOF :;4' 1CRECESSED 0-/ CAN 1 CFM PER VENT. FAN $a. FT. VENT. FAN 1 CFM PER W/LIGHT SQ, FT. 2' LIGHT STRIP 4' LIGHT STRIP 4' RECESSED 2-5UL5 WRAP ® FLUORESCENT LIGHT AROUND _ 2' FLUORESCENT 4'FLUORESCENT 4' TRACK LIGHT ® PANEL METER �] SMOKE 5ATT. BACK-UP O$,D, DETECTOR Wi HARDWIRE INTER - WALL BATT. BACK-UP U MOUNTED W/ HARDWIRE SD' OR DETEC CONNECTED ED BATT. BACK-UP CARBON W1 HARDWIRE ®S/CO MONOXIDE/INTER- CONNECTED SMOKE DETECTOR SHALL BE A COMBO DISTANCE OF NOT � LESS THEN 4' FROM WALL PENDANT m LIGHT NATURAL GAS Er OUTLET . TELEPHONE JACK ti WATER HEAT. DISCONNECT A/C AIR GOND_ DISCONNECT TV. TELEVISION JACK CEILING 50 REQUIRED TO BS SUPPORTED O J -BOX IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING FANLIGHT CEILING 15OX REQUIRED TO ISE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL KP SECURITY KEYPAD • PUSH- FOR $. IBUTTON CHIMES NOTES: • LOCATION OF TV JACKS 4 PI -LONE OUTLETS d FANS TO BE VERIFIED a HOME=OWNER PRE= -CONSTRUCTION MEETING. * ALL RECE=PTACLES IN ALL HABITABLE ROOMS TO BE ARG FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DE=DICATED LAUNDRY CIRCUIT. * GFI m ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO SE LOCKOUT IN PANEL • BATHROOM EXAU5T FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 20011RES[DENT IAL CODE TABLE M15063) • LAUNDRY ROOM RECEPTACLE SHALL Bi= GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON F=EEDERS * WIRING METHOD SHALL BE NON METALLIC GABLE A5 N.E.C. 2005 ARTICLE 300.(8) (2) * ALL RECE=PTACLES TO BE TAMPER- RESISTANT TYPE jj T 4T 2' VTR 211� 3" VTR 2 �� I �� i � � � � � � � � � � liml- will"ll TO MAIN A R C H I T E C T S D esi n rou li Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774 4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. Sia LOT: TUSCA SOUTH LOT #1 PROJECT# 1664.035 MODEL: "2199" GARAGE SWING: RICHT PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA JAMES C NTWELL AR NO 12079 PRIN DATE �7/29/10 W W V Lu �1 :;4' Q V �] O q U A � m Er ti SUBDIV. Sia LOT: TUSCA SOUTH LOT #1 PROJECT# 1664.035 MODEL: "2199" GARAGE SWING: RICHT PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA JAMES C NTWELL AR NO 12079 PRIN DATE �7/29/10 TEXTURED FINISH TEXTURED FINISH (U 5 REBAR VERTICALLY W/ GONG. POUR CELL R-11 INSULATION MIN. �.-�— R -II INSULATION MIN. STUDS 16' O.C. MAX STUDS 16' OAC. MAX R-42 INSULATION 1/(' GYP. WL. 5D. I/2" GYP. WL. BD. z TEXTURED FINISH SECURE BT. PLA E TO BLK W/ }' SECURE BT. PLATE TO SLAB W/ �j' SECURE BT. PLATE TO SLAB W/ 100 w WOOD BASE A w 8, CMU WOOD BAS£ w J " CHOSIMPSOIR BOLT W/�2' WASHNGTH �R�XY M ANCHOR BOLT W/ 2' WASHER SET IN MUNAILS/ MASONRY NAIL 32' D.C. SECURE BT. PLATE TO t'rLK W/ }' Z SECURE Bt. PLATE t0 BLK W/ E 1/2 GYP. WL. BD. SIMPSON HIGH STpEW3TH EPDXY 1' ANCHOR BOLT W/ 2" WASHER SET IN ANCHOR BOLI W/ 2 WASHER SET IN EMBED. MIN. 32' Or, MAX. EMBED. MIN. 3Z" OC MAX SIMPSON HIGH STRENGTH EPDXY 1' EMBED..SIMPSOHIGH STRENGTH EPDXY 1' ro EMBED. MIN, w 32' OG MAX. O EMBED. MIN + 3(' OG MAX. WOOD BAS£' O 4Ar 4 a a `0 d 74' °io Q ad FIBERMESH ON 6 -MIL POLY • •4' CONC, REINF. U1/ 6'x6' M0 WW -'1 OR 4" CONC., REINF. W/ 6'x6' MPJ WWM OR 4' GONG, REINF. W/ b'x6' M0 WWM OR ' CONC, REINF. uu 6'x6 M0 uuM oR FIBERMESH ON 6 -MIL POLY a.4 CONC, REINF. W/ 6x6 M0 UJIU1 ORFIBERMESH ON 6 -MIL POLY q .n 4" CONC, REINF. W/ b'x6' M0 WWM OR • • FIBERMESH ON b -MIL POLY C ° FIBERMESH ON 6 -MIL POLY FIBERMESH ON b -MIL POLY Z O( ETHYLENE VAPOR BARRIER ON � a •ETWYLENE °; '• ETHYLENE VAPOR BARRIER ON z ETHYLENE VAPOR BARRIER ON ETHYLENE COMPACTED GLEAM TERMITE > w WELL -COMPACTED GLEAN TERMITE WELL -COMPACTS B LEAN TERMITE • • ETHYLENE FILL LAQOR BARRIER ON ETHYLENE WELL -COMPACTED GLEAN TERMITE WELL -COMPACTED GLEAN TERMITE m U WELL CO FILL -d U LL -COMPACTED GLEAN TERMITE ? TREATED FILL _ (3) 5 REBAR ON CHAIRS tREAt£D FILL U 4" 8" 4 TREATED FILL Z TREATED PILL'\_ '^ U 4" S^ 4" I'-0 (3) 5 REBAR ON CHAIRS l2) 5 RE15AR ON CHAIRS i 4 g 4' ;n !2) «6 REBAR ON CHAIRS I _a• � I'-4" (2) •5 RE6AR ON CHAIRS 1�_g� I'-4" U S.. 4.. V 1'-4" (2) 5 REBAR ON CHAIRS in V L_4" 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING W BLOCK WALL AT L.B.W. W UPLIFT AT L.B.W. AT L.B.W. W NO—UPLIFT 3 W FRAME WALL 3A W WMV!ALL 2 SCALE: 1/2' -I' -C' SCALE: 1/2' 2 B SCALE: 1/2'-,' L`SC (I) 05 MBAR VERTICALLY W/ CONC. POUR CELL (1) 05 RE5AR VERTICALLY W/ CONC. POUR CELL 81 CMU, STUDS ib' O.C. MAX z_ a, CMU zA CURB HEIGHT VARIES 4" CONC, REINF. W/ 6"x6" 5 1/2' w HEAD OF GARAGE U w �_ 4' CONC, REIN. W/ 6'x6' M0 WWM OR 5 1/2' o HEAD OF GARAGE Q _ d" M0/10 WIUM OR FIBERMESH ON VARIES WITH SLOPE VARIES WITH SLOPE i ' -AFIBERMESH ON 6 -MIL POLY 4 6 -MIL POLY ETHYLENE VAPOR iv ETHYLENE VAPOR BARRIER ON v GUIR15 HEIGHT VARIES e� 0 WEELL- O ATED F � CTED CLEAN TERMITE SECURE BT. PLATE TO SLAB W/ )j' EXTENDED SLAB 1 1/2" I 0 BARRIER ON WELL -COMPACTED SECURE 8T. PLATE t0 SLAB W/ }' I/2' (CESS FOR SERVICE DR , ANCHOR BOLT W/ Z' WASHER SET IN CURB HEIGHT VARIES ip 0 � GLEAN TERMITE TREATED FILL ANCHOR BOLT W/ Z' WASHER SET IN SIMPSON HIGH )TRENGTH EPDXY 1' Al !U 5 REBAR ON CHAIRS w SIMPSON HIGH STRENGTH EPDXY 1' THICKEN EDGE Q EMBED. MIN.. 32' OG MAX. N EMBED. MIN.' 32' OC MAX. � 4 w w w > Z o ° • • ° • -� Y Q z Q _ , d o da m 4 (3) 5 REBAR ON CHAIRS • a °� 7-il 4' CONC, REINF. W/ 6'x6' M0 UJUAM OR 4' GONG, REINF. W/ 6"xb"MPJ WIUM OR m4' GONG, RBINF. W/ 6'x6' M0 WIUM OR d ° 4' CONC, RE INF. W/ 6'x6'MO WWM OR FIBERMESH ON 6 -MIL POLY ' , FIBERMESH ON b -MIL POLY ' FIBERMESH ON b -MIL POLY FIBERMESH ON b -MIL POLY ONz Q' ETHYLENE VAPOR BARRIER ON z a ETHYLENE VAPOR BARRIER ON •SELL -C E VAPOR BARRIER R ETHYLENE VAPOR BARRIER R E WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED GLEAN TERMITE ° TREATED WELL -COMPACTED GLEAN TERMITE WELL -COMPACTED CLEAN TERMITE f, 4" S" d" d' IR£ATED FILL ;� O 4" 6' 6" 4" 4' tR£AT£D FILL z �, z 4' b' 4' (2J 5 REBAR ON CHAIRS z 4" b" 6" 4" TREATED FILL W TREATED FILL _ 4' CONC, REINF. W16'x6' M0 WWM OR I' -b" ? FIBERMESH ON 6 -MIL POLY I 4" (2) 05 REBAR ON CHAIRS (3) M3 REBAR ON CHAIRS (2) 5 MBAR ON CHAIRB I -4 ppi o 4" 4' ETHYLENE VAPOR BARRIER ON ^111777 m U m U I b" WELL -COMPACTED CLEAN TERMITE MATED FILL GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP SLAB AT GARAGE 1—STORY FOOTING 2—STORY FOOTING NON—BEARING 1—STORY L.B.W. /� q 2—STORY L.B.W. SERVICE DOOR 8 AT GARAGE R SC GARAGE 5 SCALE: 1!1'•1' 6 SCALE: 1R'•I' 6A SCALE: 1/2"=1'-0' SCALE: 1/2'•r SCALES I/1'=1'-0' v SCALA: I/2"®1' -m' (1) 5 MBAR VERTICALLY W/ CONC. POUR CELL R-42 INSULATION Z TEXTURED FINISH 1/2' GYP. WL. BD. GARAGEESS FOR DOORDOOR a0 O I WOOD BASE GRADE /y•�0� z d 9 d. I d na ° Ql °. a d• d d 6 I' RECESS FOR 4' CONC, REINF. W/ b'xb' M0 WWM OR ° �a - 4' CONC, REINF. W/ 6'xb' M0 WWM OR ..= 4' CONC, REINR W/ 6'x6' M0 WWM OR S.G.D. TRACK FISERIIIESH ON 6 -MIL POLY FIBERMESH ON 6 -MIL POLY FIBERMESH ON f. -MIL POLY N FINISH FLOOR I' -m' ETHYLENE VAPOR BARRIER ON �� , d ETHYLENE VAPOR BARRIER ON ETHYLENE VAPOR BARRIER ON _ TIW-A COMPACTED GLEAN TERMITE WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED GLEAN TERMITE 4 : TREATED FILL TREATED FILL TREATED FILL Q� ° (1) 5 MBAR ON CHAIRS (3) N5 REBAR ON CHAIRS 0 4.. 6" S.. 4.. ° 5 REBAR ON CHAIRS d ° d° V 4" 6" 6" 4" 4. °q Q d ° 2—STORY FOOTING SLAB AT S.G.D. GARAGE DOOR FOOTING NOT USED 13 W BLOCK- WALL 14 NOT USED CONCRETE PAD — T 10 SCALE, I' -I'-0" 11 SCALE: 1/Z'•1'-0' sGALE• I/2 _, 0 0�) �--CAULK AND SEAL GAS LINE I J" PVC SLEEVE FOR GAS LINE GROUTED BOND SEAM 0 8' CMu POURED LINTEL CONT. (TYP.) �^'-1/1' DRYWALL VARIES PER ELEV. =� $' CMU FILLED CELL [TYPJ WOOD BASE ° 4 0'-0' PIN. FLR TIE VERTICAL Rl=BAR ° TIE VERTICAL REBAR O d TO HORIZATIONAL -- (X WALL FRAMING ° REBAR W/ a' HOOK TO HORIZATIONAL ° d ° GROUTED BOND BEAM � 4 . REBAR W/ 8' HOOK (4) h'X7 ANCHOR BOLTS or (4)1j'X1' 4 J -BOLTS MIN. 5' EMBEDMENT W/ 2'X2"XI/a" VARIES PER ELEV. d VARIES PER ELEV. WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS ° PRIOR t0 FILLW-s. (SLEEVED ANCHOR IN 0 d GROUTED BOND BEAM SOLID POUR ACCEPTABLE RETROFIT) ad. ° � 11 6' PVC CHASE THRU FOOTING C d . I-S EXT. /INT. FRAME WALL TO (2) 05RY d ION GAS LINE THRU BLOCK (2)05REBAR ON CHAIRS 4 ° BLOCK WALL CONNECT( -)TORY 15 6GALE: I/2'.1'_0' 16 (3) 5 REBAR ON CHAIRS (U 5 REBAR VERTICALLY W/ CONC. POUR CELL d. R-4.2 INSULATION 4 a' CMU ° 1/1' GYP. WL. 130. d 'a z WOOD BASE A CLEANOUT REQUIRED CLEANOUT REQUIRED Q w 4" CONC, REINF. W/ 6'x6' 10 WWM OR FOR INSPECTION Q FOR INSPECTION r -2 Q FIBERMESH ON 6 -MIL POLY Z 7 I ETHYLENE VAPOR BARRIER ON ° d 0 ( WELL -COMPACTED CLEAN TERMITE O TREATED FILL N r 0'-0' FIN. FLR (1) 5 R£BAR SET IN SIMPSON HIGH 0'-0' FIN FLR `r STRENGTH EPDXY T' EMBED. MIN. (2) 5 REBAR • 1-5TORY X I °d TIE ° I l3J S REBAR a 2 -STORY F d d° ,a d ° 4' ° ° TO HORIZIATIONALBAR CU 5 VERT. DOWEL � TIE VERTICAL REBAR °d a o LAPPED W/ BOND BEAM �'r� 6' PVC CHASE THRU FOOTING ° 4 ° RR HORIXAtIONAL ° d ° a OUTSIDE REBAR TO BE 4.a REBAR W/ 8' HOOK �- -� d.n REBAR W/ a' NOOK !1) 5 REBAR At CORNERS T_= - -fid•, CONTINUOUS W/ 25' LAP MIN. d ' • / d / a ° J� t _ 4' CONC, REINF. W/ b'x6' Mm Will OR +� �-+Y-. a' d°. a 4 I -STORY 4 P15ERMESH ON 6 -MIL POLY ° ETHYLENE VAPOR BARRIER ON ° ° -j 4 4" S" 4" (2) 5 REBAR ON CHAIRS en ° • °• WELL -COMPACTED CLEAN TERMITE a° �- 4 O (-STORY -4 (3) 5 REBAR ON CHAIRS TREATED FILL d IN. LAP PIPE THROUGH HORIZONTAL/VERTICAL TYP. RETROFIT FOR TYP. REBAR LAP 1—STORY FOOTING HORIZONTAL/VERTICAL REINFORCING AT OMITTED DOWELS REBAR LAP AT FOOTING AT LINTEL CORNERS D W BLOCK WALL E REINFORCING EXA-11 RIG CHANGE SCALE+ 1/('-1' SCALE:SCE: AIT, �XT�]E�7CO 1� ]�'®O T]�R� AT 7�'I]L�IIS T-1 S LAS' S TO 13 MI]l�•T. �L �" �ELO W UNDIS'T�T��]E� S 0 ][L A R C H I T sE C T S Dei n Grou Inc. LI'i N. RONALD REAGAN BLVD. ONGWOOD, FL 32750PH: 407-774-6078 FAX: 407-774-4078 ww.abdesigngroup.com AA #: 0003325 SUEPDIV. & LOT: TUS C A SOUTH LOT #1 PROJECT# 1664.035 MODEL: "2199" GARAGE SVfMGi': RIGHT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA "o JAMES ANTWELL AR NO 12079 DAINIf TE: 07/29/10 SCALE: 1/4"=1'-0" w w W W Q O E-. Q U � (/7 O q U A m Cr ti SUEPDIV. & LOT: TUS C A SOUTH LOT #1 PROJECT# 1664.035 MODEL: "2199" GARAGE SVfMGi': RIGHT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA "o JAMES ANTWELL AR NO 12079 DAINIf TE: 07/29/10 SCALE: 1/4"=1'-0" PANEL ANCHOR SEALANT SEALANT 3/S -EXPANSION STRIP— FREE OF MORTAR PANEL ANCHOR -___ 1/4" EXP. BOLT TWO PER ANCHOR WALL FRAME SHOWN HERE --_ FOR ILLUSTRATIVE PURPOSES ONLY. WALL FRAMING CAN BE CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND 0 PANEL ANCHOR STYLE CONSTRUCTION SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS. �I SECURE 2x6 MIN. t0 BLK W/ (2),Y ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 4' EMBED. IN 2X6 GARAGE DOOR BUCK W/ (3) 1 "XS' J -BOLTS 4' EMBEDMENT MIN. W/ 2'X2'XYe WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK a CENTER OF DOOR HEADER W/(1)1§'X8' J -BOLTS 4' EMBEDMENT W/ 2'X2 "XYe' WASHER AND NUT 0 GARAGE DOOR 3 BUCK ATTACHMENT SCALE: 1/2' -l' -O" 8 NOT USED 0 0 0 LINTEL PLATE 3/8" EXPANSION STRIP FREE OF MORTAR LINTEL SEALANT TO BE MIN. 1/2" DEEP SEE NOTE i XPANSION STRIP PANEL ANCHOR GLASS BLOCK NOTE: THIS DIMENSION IS DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS BLOCK. PANEL REINFORCING s 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 S OR N MORTAR 1/4" MIN. 1/2" MAX. PANEL REINFORCING MORTAR ASPHALT EMULSION 1-3/4" X 20 GAUGE X 24" LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL 2X4 SECURED TO GABLE END W/(2)12doEA. UPRIGHT 2X4 SECURED TO GABLE ENCS W/(2)124 6"-8' O.C. L-30 a GABLE BLOCKING: TRUSS 2x4 BLOCKING d EA. RAFTER L-30 EA. RAFTER H2.5 EA. RAFTER 2x4 RAFTER a 24' O.C. 2x4 FRAMING (TYP) 4 FRAMED OVERHANG N.T.S. 2X4 DBL TOP PLATE 2x4 METAL STUD 24" D.C. 1/2" DRY WALL ir 2X4 16' O.C. MAX 2X4 PT. "'• BT. PLATE ,c 1/2' A.B W/ MIN. 'I' EMBEDMENT 2' DIA. WASHER 32' O.G. MAX 05 REBAR CONT. WOOD FRAME TO BLK. SCALE: 1/2 l'-0' 1 A PLAN VIEW SCALE: 1/2'=1'-0° SPARK ARREST PER MANUFACTURER IX2 PT. TOP OF BOX DBL. TOP PLATE — 2X4 STUD TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON 0.5.6. SHEATHING OR �' GOX PLYWOOD PRE. ENG. TRUSS SIMPSON H-5 (MIN.) a 2X4 TO TRUSS PRE. ENCS. TRUSS SP4 OR H-5 TOP PLATE TO STUDS !"-0" ABV. 10"-0' LEVEL TO ROOF ;IR 2'-0' ABV. HIGHEST RIDGE WITHIN 10'-0- SIMPSON H-5 (MIN.) a 2X4 TO TRUSS 1 CHIMNEY DETAILS SCALE: 1/2' =1' -0" PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS a IWO.C. MAX SIMPSON L5TA-12 a EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS 's 16" O.G. MAX W/ SHEATHING. SHEATHING TO BE WITHIN J" OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY a A TIME. USE 12d NAILS, TWO WITHIN 6" FROM EACH END 4 NO MORE THAN 12' D.G. STAGG=ERED SP4 OR H5 a TOP AND BOTTOM PLATES a EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE. TYP. EXTERIOR WINDOW/ 5 DOOR OPENING WD FRAMED SCALE: 1/2 "= I' -0' NAIL -INCA' SCHEEDUL.E ROOF DIAPHRAGM USE '1/16" O.S.B. OR 1/2" GDX PLY WITH *S RING SHANK GUN NAILS AT 4' O.G. AT SUPPORTED PANEL EDGES AND OB RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. 5EE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE *8 GUN NAILS a 4' O.C. EXTERIOR SHEATHING USE '1/16" O.S.B. OR 1/2" PLY WITH *B RING SHANK GUN NAILS AT 6' D.G. AT PANEL SIDES AND 06 RING SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM PANEL AND "8 RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER N,4 f L REQU I REE -LENTS SIZE HEAD LENGTH DIA. TENSILE ST 8d ROUNP IODIFIED 1 '1/8' .113 Ii0,000 .z . z (7N\ OR T zw A 6 ROUGH OPENING UP TO 8'-0' 10d ROUND,MODIFIED 21/8' .128 1.10000 l� ORT zw A2 V4 TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. NOTE: NAILS t0 BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS STAPLE, NAIL 4 TOOL ASSOCIATION 1 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING 2 RING DIAMETER OF 0,012 OVER SHANK DIAMETER 3 16 TO 20 RINGS PER INCH 4.0-280 INCH FULL ROUND HEAD DIAMETER 5.2 INCH NAIL LENGTH ROOF 5�4EAT�4INCA LA -T -OUT AND ENF,)UJ,4LL 5RACING FOR G,45LE EN1,) FRAt-LING SECURE 2x TO BLOCK W/ (2) a' TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 1 4")829 WITHIN V OF EACH A - END AND 18" O.C. MAX j m w SPACING. m SHEATHING OR---" COX PLYWOOD 2x4 BLOCKS ,--CMU WALL ,_ 6 ARCH WINDOW FRAME A .SECTION NOTE: TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR'4 UPLIFT (0.5.5. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT 's OPENINGS ' 5 RING SHANK GUN NAILS 4 OC. TOP 4 BOTTOM EDGES m N . . . . . . 07/29/10 z� 0w SHEET ET PRECAST L .z . z (7N\ Lj zw A 6 ROUGH OPENING UP TO 8'-0' uj 0 10 a m 0 z z ac u ip p m l� zw A2 V4 ay ;o PRECAST SILL jjj SECURE 2x TO BLOCK W/ (2) a' TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 1 4")829 WITHIN V OF EACH A - END AND 18" O.C. MAX j m w SPACING. m SHEATHING OR---" COX PLYWOOD 2x4 BLOCKS ,--CMU WALL ,_ 6 ARCH WINDOW FRAME A .SECTION NOTE: TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR'4 UPLIFT (0.5.5. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT 's OPENINGS ' 5 RING SHANK GUN NAILS 4 OC. TOP 4 BOTTOM EDGES m N . . . . . . 07/29/10 z� 0w SHEET ET EIIIIIIIIIIII .z . z (7N\ r zw A SECURE 2x TO BLOCK W/ (2) a' TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 1 4")829 WITHIN V OF EACH A - END AND 18" O.C. MAX j m w SPACING. m SHEATHING OR---" COX PLYWOOD 2x4 BLOCKS ,--CMU WALL ,_ 6 ARCH WINDOW FRAME A .SECTION NOTE: TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR'4 UPLIFT (0.5.5. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT 's OPENINGS ' 5 RING SHANK GUN NAILS 4 OC. TOP 4 BOTTOM EDGES m N . . . . . . PRE • '•'•-.'•'rre��r. TRU-c- MTS- "I/16' 2x4 BTM. PLA' MTS - 32' c TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16' O.G. 1/2' A.B. W/ MIN. I' EMBEDMENT LOCATE 6"-8" FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META -16 S' CMU WALL KNEE WALL DETAIL 2 TO BLOCK SCALE: 1/2' • 1'-0° 2X4X4' SECURE TO TRUSS W/ 3-12d 6"-8" O.G. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d SECURE TO BLK W/ META -16 2'-0" EXTEN SCALE: 1/2"=1'-0' #8 RING SHANK GUN MAILS e 6" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0.5.8. TO BE STRUCTURAL GRADE) C•8 2' DECK SCREWS N 6"-8" O.C. MAX 0 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 TO ALL EXPOSED MEMBERS OPT S PRE -ENG. TRUSS --''- DBL. 2X TOP PLATE _. '1/16 11 O.S.B. 2X BLOCKfNG 0 vN TOP OF i/16O.S.B. 2X STUDS 16" O.G. MAX. 2X BTM. PLATE 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS m 2x4 a TOP 4 BOTTOM CONT. HETA-16 SLK. WALL .00 O CONTINUOUS SHEATHING TO BEGIN AT TOP OF SLK W/ 1/4' GAP FROM BLK. TO 0.5k3. O HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN @3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. d SHEATHING a TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: 1/2' = I'-0" A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PW: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 07/29/10 z� 0w SHEET ET v .z . z (7N\ OFl zw A 6 W uj 0 10 a z z ac u ip p m l� zw A2 V4 ay ;o PRE • '•'•-.'•'rre��r. TRU-c- MTS- "I/16' 2x4 BTM. PLA' MTS - 32' c TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16' O.G. 1/2' A.B. W/ MIN. I' EMBEDMENT LOCATE 6"-8" FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META -16 S' CMU WALL KNEE WALL DETAIL 2 TO BLOCK SCALE: 1/2' • 1'-0° 2X4X4' SECURE TO TRUSS W/ 3-12d 6"-8" O.G. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d SECURE TO BLK W/ META -16 2'-0" EXTEN SCALE: 1/2"=1'-0' #8 RING SHANK GUN MAILS e 6" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0.5.8. TO BE STRUCTURAL GRADE) C•8 2' DECK SCREWS N 6"-8" O.C. MAX 0 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 TO ALL EXPOSED MEMBERS OPT S PRE -ENG. TRUSS --''- DBL. 2X TOP PLATE _. '1/16 11 O.S.B. 2X BLOCKfNG 0 vN TOP OF i/16O.S.B. 2X STUDS 16" O.G. MAX. 2X BTM. PLATE 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS m 2x4 a TOP 4 BOTTOM CONT. HETA-16 SLK. WALL .00 O CONTINUOUS SHEATHING TO BEGIN AT TOP OF SLK W/ 1/4' GAP FROM BLK. TO 0.5k3. O HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN @3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. d SHEATHING a TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: 1/2' = I'-0" A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PW: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 StMDIV. 8a LOT: TUS C A SOUTH LOT #1 PROJECT# 1664.035 MODEL: „2199„ GARAGE SWING: RIGHT PAGE: misc. DETAILS ARCHITECT: STATE OF FLORIDA DATE: 07/29/10 SCAT :1/4"=i'-0'" SHEET ET w 2 OFl 6 V4 jjj Q 4 Q.0 Z q U 0 A � ctl StMDIV. 8a LOT: TUS C A SOUTH LOT #1 PROJECT# 1664.035 MODEL: „2199„ GARAGE SWING: RIGHT PAGE: misc. DETAILS ARCHITECT: STATE OF FLORIDA DATE: 07/29/10 SCAT :1/4"=i'-0'" SHEET ET 2 OFl 6 F15ERGLA55 SHINGLES 2x4 BLOCKING BETWEEN 2x4 BLOCKING BETWEEN OVER 1*15 FELT PAPER ONF15ERGLA55 SHINGLES TRU66E5 AT FIRST TWO BAYS TRUSSES AT FIRST TWO BAYS 0.5.5. SHEATHING OR 4'-0" O.C. (AT SHEATHING OVER 1*15 FELT PAPER ON 4'-0" O.G. CAT SHEATHING 16" 2° CDX PLYUJOOD SECURED SEAMS) 16 0.5.5. SHEATHING OR z" SEAMS) PER NAILING SCHEDULE CDX PLYWOOD SECURED PRE -ENG GABLE TRUSS PRE -ENG GABLE TRU55 PER NAILING SCHEDULE77 P.T. 1x2 W/ MTL. DRIP EDGE 2x4 NAILER MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED W/ (2) FI5ERGLAS5 SHINGLES 2x4 SUS -BAND 126's 6 EACH TRU55 OVER #15 FELT PAPER ON CONT. 2x4 RAT RUN SECURED 2x4 SU5-5AND TO 5E INSTALLED w MID. POINT OF ALUM. SOFFIT W/ (2) 12d's 6 EACH TRUSSALUM_ SOFFIT TRUSS SPANOR lm' -0" O.G. MAX. 0.5.5. SHEATHING OR STIFF5ACK AT ALL UPRIGHTS TO 5E INSTALLED 6 MID. , CDX PLYWOOD SECURED OVER 4'-10" HIGH (SEEPOINT OF TRU55 SPAN, OR 5TIFFIBACK AT ALL SEE ENERGY CODE FORMS "'�l PER NAILING SCHEDULE SEALED ENG. FOR SIZE 4 10'-0" O.C. MAX. UPRIGHTS OVER 4'-10" FOR INSULATION R -VALUES. CONDITION.) SEE ENERGY GORE FORMS HIGH (SEE SEALED ENG. I" C�YP5UM 5OARD OR " PRE -ENG TRU55 SEE ENERGY CODE FORMS O.S.S. SHEATHING OR FOR INSULATION R -VALUES. I10f�' SIZE CONDfTfONJllI NIGH STRENGTH CLC. FOR INSULATION R -VALUES_ -1 O.S.5_ SHEATHING OR 50ARD MTL_ DRIP EDGE „ CDX PLYWOOD. ATTACHED 8" C�YP5UM 5OARD OR '2 CDX PLYWOOD. ATTACHED 2x4 NAILER a GYPSUM BOARD OR ? HIGH PER NAILING SCHEDULE ON HIGH STRENGTH CLC. PER NAILING SCHEDULE ON a 2x4 SU5-5AND STRENGTH GLG. 50ARD SHEET D5 HOARD SHEET D5 2x4 6 24" O.C. 0 INTERIOR VENTED ALUM. SOFFIT ° ° CONC. FELLED LINTEL SLK W/ 7 /$" THICK, 3 COAT CEMENT e ° GONG. FILLED LINTEL SLK W/ 4a" THICK 3 COAT CEMENT e:a KNEE WALL (1) #5 RE5AR CONTINUOUS PLASTER' OVER GRADE (1) S RE5AR CONTINUOUS GONG. FILLED LINTEL SLK W/ PRECAST LINTEL 'V" FELT PAPER SACK, PLASTER OVER GRADE EMBED. STRAP VERIFY W/ R-4.2 BATT. INSUL. "D" FELT PAPER BACK (1) $5 RE5AR CONTINUOUS TRUSS PLAN R-4.2 BATT. IN5UL. METAL LATH OVER METAL LATH OVER APPROVED HOUSE WRAP PRECAST LINTEL APPROVED HOUSE WRAP PRECAST LINTEL WINDOW ATTACHMENT AS OR GRADE "D" FELT �--- WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT AS 2"THICK, 2 GOAT CEMENT PER MANUFACTURES PAPER PER MANUFACTURES PAPER PER MANUFACTURES PLASTER APPLIED SPECIFICATIONS WEEP SCREED WEEP SCREED SPECIFICATIONS SPECIFICATIONS DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL. 2) —_PRECAST SILL (SEE DETAIL 2) ----PRECAST SILL SECURE GA5LE TO 2xr P.T. SECURE GA5LE TO 2x(o P.T. C1) � RE5AR VERTfGALL�r (1) � RE5AR VERTICALLY (1) '�5 RE�3AR VERTICALLY W/ CONC. POUR CELL PLATE W/ 12d's V O.G. MAX W/ CONC. POUR CELL PLATE W/ 12d's 8" O.C. MAX W/ GONG. POUR CELL I 1x2 P.T. FURRING STRIPS SECURE 2x6 PT. PLATE TO Ia Ix2 P.T. FURRING STRIPS SECURE 2x6 PT. PLATE TO 1x2 P.T. FURRING STRIPS �` BLK W/ '"x9" ANCHOR BOLT W/ 1�" O.C. LK W/ "x9" ANCHOR BOLT W/ 1 " O.C. all CMU CMU 2" WASHER SET IN SIMPSON --- S" GMU 2" WASHER SET IN SIMPSON V CMU HIGH STRENGTH EPDXY i" �' ``�� HIGH STRENGTH EPDXY T' I �� I/2 GrP. WL_ BD_ 1/2 GY1~'. WL. 5D. EMBED. MIN. 32" OC MAX. 1/2 GYP.AUJ . 5D. EMBED. MIN. 32 OG MAX. P WOOD SASE WOOD B E WOOD BASE nz"THIGK, 2 COAT CEMENT ° a"THICK, 2 GOAT GEMENT ° 0,N 4 °r-* 4A�� a — PLASTER APPLIED PLASTER APPLIED) 1 Fl/�F/ 4 DIRECTLY TO MASONRY I p ° a DIRECTLY TO MASONRY ° a a ° 4 ° a a d aa 4 1- STORY GABLE 1- STORY 1- STORY GABLE W/ VAULT CLG. BLOCK_ WALL BLOCK WALL BLOCK WALL SCALE: 3/4"=V-0" IA SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" 2X4: ® 2X4: ® 2X4: CM SECURE TO BLOCK W/ 3(6' SECURE TO BLOCK W/ SECURE TO BLOCK w/Y4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT I Y4") MIN. EMREDMFNT I Y4') WITHIN S" OF EACH END 4 WITHIN 8' OF EACH END 4 WITHIN S" OF EACH END 4 IB' O.G. MAX SPACING. 1S' O.G. MAX SPACING. 18' O.C. MAX SPACING. S' CMU 2X6: ® 2X8° ® 2X6` ®NOTE: STRUCTURAL 2X MUST Y2' DRYWALL SECURE to BLOCK W/2-%.' NOTE. STRUCTURAL 2X MUST SECURE TO BLOCK W/2 -3(e' SECURE TO BLOCK W/1-1/4' TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN THROUGH OU OUTSIDE 4 SECURED 1"X4' OR I"X2' P.T. NAILER THROUGH NON-STRUCTURAL 00 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 F1 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 M 1x4 P.T. OR 5/4'X4' MIN. SECURE MIN. HEAD SIZE 300 %' TAPCON MIN 1-Y4' MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE .300 EMBEDMENT INTO B TAF -CON MIN. 1- THRU FRAME 4 EXTEND I -Y4' MIN. EMBEDMENT I Y4") EMBEDMENT INTO BLOCK- MIN. EMBEDMENT I Y4") %" TAPCON MIN. I -Y4' MIN. EMBEDMENT I Y4") BLOCK INTO BLOCK W/ %' TAPCONS WITHIN S" OF EACH END 4 " WITHIN S' OF EACH END 4 EMBEDMENT INTO BLOCK. WITHIN 8' OF EACH END 4 1/16" O.S.B. OR" GDX OR DRIVE PIN 1S' O.G. MAX SPACING. 8U 1S' O.C. MAX SPACINGS. 18" O.C. MAX SPACINGS. S" CMU (MIN. SHANK SIZE .145 �' DRYWALL S" GMU _ X' DRYWALL TYVEK BUILDING WRAP MIN. HEAD SIZE 300 2XS: ® I"X4' OR I'X2' P.T. NAILER 2X8: ® )J" DRYWALL 2X8 ® I'X4' OR 1'X2' P.T. NAILER MIN. EMBEDMENT 1-Y4" SECURE TO BLOCK W/2 -3(e,' SECURE TO BLOCK Lul2-)(6' I'X4' OR I'X2" P.T. NAILER SECURE t0 BLOCK W/1-1/4 WITHIN 8' OF EACH END 4 1S' TAPCONS OR DRIVE PIN )(r,' O.S.B. X 4' MIN. TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 3(6' O.S.B. X 4" MIN. PAPER 5A0K O.G. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING GALV'D MTL. LATH DOOR CASING MIN. HEAD SIZE 300 DOOR JAMS OR WINDOW MIN. HEAD SIZE 300 DOOR JAMS OR WINDOW MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) MIN. EMBEDMENT I Y49 ATTACH TO 2X PER MIN. EMBEDMENT I Y4') ATTACH TO 2X PER TEXTURED DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8" OF EACH END 4 MANUFACTURES DETAILS. WITHIN S' OF EACH END 4 MANUFAG RES DETAILS. ATTACH To 2X PER 18' O.C. MAX SPACING. 1S' O.C. MAX SPACING. 18 O.G. MAX SPACING. FINISH a WOOD MANUFACTURES DETAILS. WOOD WEEP SCREED NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yd) NOTE: SHIM AS NEEDED TO PLUMB JAMB (Do NOT EXCEED Y4') GONSTRUGT I ON" DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16 DOOR JAMB TO BLOCK +3 DOOR JAMB TO BLOCK +3-7/16 z A WINDOW TO BLOCK +3/4 OR +5 4 C WINDOW TO BLOCK +1-15/16" E WINDOW TO BLOCK +3" G WINDOW TO BLOCK +3-7/16"- Q1'-0' SCALE: 1'=1'-0' SCALE: 1'=1'-0" SCALE: 1'=1'-0" 0 2X4: ® 2X4: ® 2X4: ® 2X4: CM S" GMU SECURE TO BLOCK W/ 3k,' SECURE To BLOCK W/ )(e' SECURE t0 BLOCK W/ 3f6 sECuRE To BLOCK W/)4 TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 1/2" TEXTURED (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 F-IN15H MA50NRY MIN. EMBEDMENT 1,V4') MIN. EMBEDMENT I Y4") MIN. EMBEDMENT I Y4") NOTE: STRUCTURAL 2X MUST MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 WITHIN S' OF EACH END 4 WITHIN 8" OF EACH END 4 BE ON OUTSIDE 4 SECURED WITHIN S OF EACH END 4 18' O.C. MAX SPACING. 18' O.G. MAX SPACING. 18 O.G. MAX SPACING. THROUGH NON-STRUCTURAL 181 O.G. MAX SPACING. 2x6: ® 2x6: ® 2x6: ® %11 TAPCON MIN. I -Y4' 2X8: [9 , SECURE TO BLOCK W/2 -3(e' SECURE TO BLOCK W/2 -3(e' NOTE: STRUCTURAL 2X MUST SECURE t0 BLOCK W/2-%, EMBEDMENT INTO BLOCK SECURE t0 BLOCK W/1-1/4 TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 S" CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED WE CREED MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 3(6' TAPCON MIN. I -Ya' MIN. HEAD SIZE 300 Y' DRYWALL MIN. HEAD SIZE .300 THROUGH NON-STRUCTURAL 1 TUBAL MIN. EMBEDMENT I Y4") MIN. EMBEDMENT I Y4") EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Y4") I'X4' OR I'X2" P.T. NAILER MIN. EMBEDMENT I Y4') 3(b" TA PGON MIN. I DET�� ®� WITHIN S" OF EACH END 4 WITHIN 8" OF EACH END 4 WITHIN S' OF EACH END 4 WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK (`../, S' GMU 18 D.G. MAX SPACING. 18 O.G. MAX SPACINGS. 18' O.C. MAX SPACING. 2ND 2X SECURE TO IS' O.G. MAX SPACING. „ 8' CMU A' DRYWALL STRUCTURAL MEMBER W/(2)12d S CMU 2XS: ® 2X8: C� 2X8: ® 2XS. ® X' DRYWALL LOCONNECTION ®N T T Yi' DRYWALL I"X4" OR I"X2' P.T. NAILER WITHIN 8' OF EACH END 4 6' SECURE TO BLOCK W/1-1/4' �Lv �v SECURE TO BLOCK W/2-3(5 SECURE TO BLOCK W/2 -3(e, SECURE t0 BLOCK W/2-3(� TO 8" O.C. MAX I'X4' OR I'X2' P.T. NAILER TAPCONS OR DRIVE PIN 1'X4 OR 1'X2' P.T. NAILER TAPCONS OR DRIVE PIN --1'P.T. X 4 MIN. TAPCONS OR DRIVE PIN TAPGONS OR DRIVE PIN n i u (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 1' P.T. X 4' MIN. SCALE: 1 1/2=V -0 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW DOOR CASING MIN. EMBEDMENT I Y4') ATTACH t0 2X PER MIN. EMBEDMENT I Y4") MIN. EMBEDMENT I Y4") ATTACH TO 2X PER MIN. EMBEDMENT I Y4') JAMB OR WINDOW WITHIN S" OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8" OF EACH END 4 ATTACH t0 2X PER MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8" OF EACH END 4 POOR OOR Jt0 2X PER 18' O.G. MAX SPACING. 18' O.C. MAX SPACING. 18 O.C. MAX SPACING. 1S' D.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: $HIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED )/4') DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4' DOORJAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/�4" B WINDOW TO BLOCK +1-1/2" D WINDOW TO BLOCK, +2 1/4" F WINDOW TO BLOCK +3 H WINDOW TO BLOCK +3 3/4 SCALE: I =1 -0 SCALE: 1 -I -0 SCALE: 1 -1 -0 SCALE: A R C H ITEC T S e/Groupinc.Desn 1441 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU'BDIV. & IAT: TUSCA SOUTH LOT #1 PROJECT# 1004.035 MODEL• "2199" GARAGE SWING: RIGHT PAGE: MONOLITHIC 1 -STORY WALL SECTIONS & NOTES ARCHITECT: STATE OF FLORIDA DA 07/29/10 SCA%E: 1/4"=1'-0" SHEET 0FI w w a a w w n 0 z � 0 q U h 0 A SU'BDIV. & IAT: TUSCA SOUTH LOT #1 PROJECT# 1004.035 MODEL• "2199" GARAGE SWING: RIGHT PAGE: MONOLITHIC 1 -STORY WALL SECTIONS & NOTES ARCHITECT: STATE OF FLORIDA DA 07/29/10 SCA%E: 1/4"=1'-0" SHEET 0FI F15ERGLA55 SHINGLES FI5ERGLA55 SHINGLES OVER OVER '*15 FELT PAPER ON 015 FELT PAPER ON 1116" 2x4 BLOCKING 5ETWEEN r" 0.5.5. SHEATHING OR " 0.5.8. SHEATHING OR, 2" CDX TRUSSES AT FIRST TWO 5A1'S CDX PLYWOOD SECURED PLYWOOD SECURED PER 4 0 O.G. (At SHEATHING PER NAILING SCHEDULE NAILING SCHEDULE SEAMS) PRE -ENG TRUSS MTL. DRIP EDGE PRE -ENG GABLE TRU55 SEE ENERGY CODE FORMS 2x4 SUB -SAND CONT. 2x4 RAT RUN SECURED MTL. DRIP EDGE --J W/ (2) 12d's a EACH TRU55 FOR IN5ULATION R-VALUE5. ALUM. SOFFIT 2x4 5U5-5AND s" GYPSUM BOARD OR2" STIFF5ACK AT ALL VENTED ALUM. HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10" SOFFIT 5OARD HIGH (SEE SEALED ENG. DOUBLE TOP PLATE TWIST STRAP VERIFY W/ FOR SIZE 4 CONDITION) TRUSS PLAN SECURE 2x4 PLATE TO SEE ENERGY CODE FORMS WINDOW HEADER SIZE a" FOR INSULATION R -VALUES. VARIES PER WINDOW WALL W/ 8x6 TNRU-BOLTS OPENING SEE HEADER 32" O.C. MAX THEN R 5„ SECURE GABLE TO 2x4 � GYPSUM BOARD O SPAN CHART FOR HIGH STRENGTH CLG. DETAILS WINDOW ATTACHMENT A5 PLATE W/ 12d's S" O.C. MAX 50ARD PER MANUFACTURES OR i6 0.5.8. SHEATHING OR 2° SPECIFICATIONS SECURE G,45LE TO DBL DOUBLE TOP PLATE CDX PLYWOOD. TOP PLATE. W/ 5IMP50N ATTACHED PER NAILING WINDOW BILL HTC4 -8 24" O.G. MAX SCHEDULE ON SHEET D5.WINDOW ATTACHMENT A5 2x STUDS 6 16" O.C. MAX W/ WINDOOW HEADER SIZE R-11 SACC. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER THICK, 3 COAT CEMENT „ OPENING SEE HEADER' SPAN SPECIFICATfONe PLASTER OVER GRADE T G SUBFLDOR GLUEp CHART FOR DETAILS WINDOW BILL "D" FELL PAPER SAGIG AND NAILED AS PER METAL LATH OVER NAILING SCHEDULE O.B.B. SHEATHING OR 2 2x STUDS im 16" O.C. MAX W/ APPROVED HOUSE WRAP GDX PLYWOOD_ R-11 BATT. INBUL. MIN_ ATTACHED PER NAILING OR GRADE "D" FELLSCHEDULE ON SHEET DS � PAPER T 4 G 5U5FLOOR GLUED /S" THICK, 3 GOAT CEMENT AND NAILED AS PER NOTE: SHEATHING MUST PLASTER OVER GRADE NAILING SCHEDULE NOT BREAK 1'-0" MIN. "D" FELL PAPER BACK FROM 2ND FLR LINE METAL LATH OVER 2x4 CONT. -w TOP AND PRE -ENG FLOOR TRUSS APPROVED HOUSE WRAP ( INSTALL PER MFG. SPECS.) 5T. OF FLR TRU55 (TOP OR GRADE "D" FELT 2x4 SUPPORTS 5TGYPSUM 5OARD OR 2" PAPER PLATE OF 2ND FLR, BC.HIGH STRENGTH CLG. d BOARD NOTE: SHEATHING MUST PRE -ENG FLOOR TRU-55 2X4 15 FOR WALL SHEATHING NAILER) GONG. FILLED LINTEL BLK W NOT FREAK 1'-0" MIN. (INSTALL PER MFG. SPEGSJ (1) 05 RESAR CONTINUOUS FROM 2ND FLR LINE a.S" GYPSUM BOARD OR 2" WEEP SCREED R-4.2 5ATT. INSUL. 2x4 CONT. a TOP AND HIGH STRENGTH CLG. (SEE DETAIL 2A) 5T. OF FLR TRUSS (TOP 5OARD EMBED. STRAP VERIFY PRECAST LINTEL 2x4 SUPPORTS 5T W/ TRU55 PLAN WINDOW ATTACHMENT AS PLATE OF 2ND FLR, 5T. CONC. FILLED LINTEL SLK W/ (1) "S REBAR CONTINUOUS PER MANUFACTURES 2x4 15 FOR WALL SPECIFICATIONS BREATHING NAILER) LINTEL 2"CHICK, Z COAL CEMENT PRECAST SILL WINDOW ATTACHMENT AS PLASTER APPLIED (1) 05RE5AR VERTICALLY WEEP SCREED PER MANUFACTURER DIRECTLY TO MASONRY W/ CONC. POUR CELL (BEE DETAIL 2A) SPECIFICATIONS 1x2 P.T. FURRING STRIPS PRECAST BILL 2—STORY 1(0" O.G. EM5ED. STRAP VERIFY W/ TRU55 PLAN (1) 05RE5AR VERTICALLY FIRST FLOOR— S " CMU W/ CONC. POUR CELL I1 1/2 GYP. WL. 5D. 2 THICK, 2 COAL CEMENT I 1x2 P.T. FURRING STRIPS BLOCK SECOND WOOD 5,45E PLASTER APDL IED -- 1� ° O.C. FLOOR FRAME DIRECTLY TO MASONRY SCALE: 3/4"=V-0" "GYP. WL. BD.Y GAB � WOOD BABE FIRST FLOOR ° BLOCK SECOND 1° — a a FLOOR FRAME a 1.A SCALE: 3/4"=V-0" a � ° a• • a 4 0.5.5. SHEATHING OR CDX 2x STUDS 16" O.G. MAX W/ PLYWOOD. ATTACHED PER R-11 SACC. INSUL. MIN. NAILING SCHEDULE ON SHEET 2x 5TUD5 1� O.G. MAX W/ -1/16" O.S.P. OR 2" GDX " T G 5U5FLOOR GLUED DS i2-11 SACC. INSUL. MIN. s THICK, 3 COAT CEMENT T 4 G SUBFLOOR GLUED TYVEK BUILDING WRAF AND NAILED A5 PER PLASTER' APPLIED TO METAL AND NAILED AS PER PAPER BACK NAILING SCHEDULE GALV'D MTL. LATH LATH OVER 2 LAYERS OF NAILING SCHEDULE 1/5" TEXTURED GRADE D 5UILDING PAPER OR PAPER SACKED LATH FINISH WOOD OVER AN APPROVED HOUSE WOOD 1 WEEP 5GREED WRAP CONSTRUCTION ad c z� IM BOARD C INSTALL PER R MFG. SPECS-) PRE -ENG TJ FLOOR TRU55 PRE -ENG TJ FLODR TRU55 S" GMU WEEP SCREED " GYPSUM BOARD OR 2" (BEE DETAIL 2A)" GYPSUM BOARD OR 2" 1/2" TEXTURED HIGH STRENGTH CLG. 5OARD EMBED. STRAP VERIFY HIGR STRENGTH CLG. FINISH MASONRY BOARD SfMPSON HETA-16 EMBED. W/ TRUSS PLAN (PAD ° ° STRAP Q 32" O.G. MAX VERIFY WHERE NEEDED) CONT. FILLED LINTEL BLK W/ W/ TRUSS PLAN �"THICK, 2 COAT CEMENT C1) 5 REBAR CONTINUOUS PLASTER APPLIED WEEP SCREED DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/2 DE'R'AIL WOOD TO PERPENDICULAR PRE—ENG FLOOR TRUSS LOCK CONNECTION SCALE: 3/4"=V-0" SCALE: 1 1/2"=V-0" A R C H' TEC JS Desi Grou 1 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 32PH: 407-774-607FAX: 407-77440 AA #: 0003325 SUBI)rV & LOT: TUS C A SOUTH LOT #1 PROJECT# 1664.035 MODEL: „2199" GARAGE SWING: RIGHT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT STATE OF FLORIDA LL DA :/ 07/29/10 SCALE: 1/4"=1'-0" SHEET 1)4o3rl 6 N rn w Cj w w o � � 0 p4r z 0 0 A U w 0 A SUBI)rV & LOT: TUS C A SOUTH LOT #1 PROJECT# 1664.035 MODEL: „2199" GARAGE SWING: RIGHT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT STATE OF FLORIDA LL DA :/ 07/29/10 SCALE: 1/4"=1'-0" SHEET 1)4o3rl 6 A R C N IT E C T S DesioIncn Gr. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LAT: TUSCA SOUTH LOT #1 PROJECT# 1004.035 MODEL4 "2199" GARAGE SWING: RIGHT PAGE: MISC. DETAILS ARCHITECT: STATE OF FLORIDA DA E: 07/29/10 SC LJC:1/4"=1'-0" SHEET 1) 5 OFl 6 W a U W � C, I iz O z q U 0 A � E SUBDIV. & LAT: TUSCA SOUTH LOT #1 PROJECT# 1004.035 MODEL4 "2199" GARAGE SWING: RIGHT PAGE: MISC. DETAILS ARCHITECT: STATE OF FLORIDA DA E: 07/29/10 SC LJC:1/4"=1'-0" SHEET 1) 5 OFl 6