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2644 Vineyard Cir 10-882 (a)• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 5850 T.G. LEE BLVD. SUITE 600 ORLANDO, FLORIDA 32750 FL, 32822 TEL: (407) 850-5200 • ALL LOCAL AND STATE CODES FAX: (407) 850-5300 NOT TO SCALE • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774--4078 FOR: fw•w�w* czrir,ur��rt,. (,;Ufflj CBC1252212 5850 T. C,. LEE BLVD. SUITE 600 ORLANDO, FL 32822 Tali (407) 850-5200 Fax (407) 850-5300 DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABV. W/2009 SUPPLEMENT M.C. MEDICINE CABINET AADD I. • 2007 FLORIDA FIRE PREVENTION CODE MIN. ALT. AMP, • NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION BD. • ALL LOCAL AND STATE CODES MTL. METAL CL CAB. NOT TO SCALE O.C. ON CENTER CLO. PROPERTY LINE P.B. PUSH BUTTON CLR. PHONE PLT. PLATE CONC. PLYWOOD PR. PAIR CPT. PRESSURE TREATED R. RISER C.T. *OCCUPANCY -- RESIDENTIAL, GROUP R3 D. • CONSTRUCTION TYPE — VB RM. DBL. • MIN. INTERIOR FINISH — CLASS B S.C. DIA. • BASIC WIND SPEED — 120 MPH (M/S) S.H. DISP. • 1—STORY RESIDENCE — SHTHG. DP. • 2 --STORY RESIDENCE — MAX. HEIGHT AS PER n s. SIMILAR LOCAL AND STATE CODES DTL. SL. GL. SLIDING GLASS STD. D.W. SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 SHEAR WALL EA. USED FOR DESIGN INCLUDE: TEMP. TEMPERED GLASS ELEV. • CONCRETE MASONRY RESIDENTIAL T.O.C. EXH. • CONSTRUCTION WOOD FRAME CONSTRUCTION T.O.S. EXT' F.G./FX . • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 U.N.O. F.G. SQ.FT. CALL. S V.P. FIN. FLR. W. WASHER W/ FLUOR. WD. WOOD WDW. FR. DR. L I V INCz 1910 SQ. FT. FTG. GARAGE 40(o SQ. FT. GA, GAR. DISP. G.F.T. ENTR`r ELEV. °A° °5" 24 SQ. FT. GL. ENTR,r ELEV. "G" 4 "D" 10-1 SQ. FT. GYP. BD. H.B. H.C. HDR. TOTAL ELEV. "A" 4 115" 2400 5Q. FT. HGT. OR HT INSUL. /''' TOTAL ELEV. " G " 4 "D II 2403 /� SQ. FT. INT. F=AT I0 35 5Q. FT. OPT. COV. PATIO 00 SQ. FT. ABBREVIATIONS ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTER LINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAV. LAVATORY LUM. LUMINOUS M.C. MEDICINE CABINET MFR. MANUFACTURER MIN. MDUMUM M.T. METAL THRESHOLD MTD. MOUNTED MTL. METAL N.T.S. NOT TO SCALE O.C. ON CENTER PL PROPERTY LINE P.B. PUSH BUTTON PH. PHONE PLT. PLATE PLYWD. PLYWOOD PR. PAIR P.T. PRESSURE TREATED R. RISER RAD, RADIUS R.A.G. RETURN AIR GRILL REF. REFRIGERATOR RM. ROOM R.O. ROUGH OPENING S.C. SOLID CORE EXT DR S.D. SMOKE DETECTOR S.H. SINGLE HUNG SHE SHEET SHTHG. SHEATHING SHWR. SHOWER SIM, SIMILAR SL. SLIDING SL. GL. SLIDING GLASS STD. STANDARD SWS SHEAR WALL SECTION TEMP. TEMPERED GLASS THK. THICK T.O.C. TOP OF CURB T.O.P. TOP OF PLATE T.O.S. TOP OF SLAB TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE V.P. VAPOR PROOF W. WASHER W/ WITH WD. WOOD WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON REVISIONS DATE DESCRIPTION 11/3/05 D.R.H SASE MODEL CHANGES 4/2O/sag R.L. REVISION5 - REMOVE "E" 4 "F" ELEVATIONS PLUM5-GUT OVERHANCz5, RA15E 5R3. HGTS. TO 6-S" ON "A" 4 "E311 ELEVATIONS 11/m5/o9 ADDED RANE`r COMPONENT'S ENCS. 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—FLOOR PLAN PG 3A—ELEVATION "A" FRONT & REAR PG 4A—ELEVATION "A" LEFT & RIGHT PG 5AB—TRUSS PLAN ELEVATION "A" PG 6—ELECTRICAL PLAN PG D1—FOUNDATION DETAILS PG D2—MISC. DETAILS PG D3 -1 -STORY WALL SECTIONS PG D4—MISC. DETAILS PG D5—MISC. DETAILS zm A R C H T E C T 5 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU331DI'V. & LOT: TUSCA SOUTH LOT#32 Z(,(/(/ VI&DW-L -i;1to.TEcTjw 1703.00 mo "19'70" GARAGE SWING: RIGHT PAGE: COVER PAGE no ARCHITECT: STATE OF FLORIDA :11 ►►4 DA*E: 12/23/09 9CALE: 1/4"=1'-0" SHEET c I ort 0 nL l,v bi GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 VI. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS ** **MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2007 RESIDENTIAL D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 II. CONCRETE TILES 25 E. WIND LOAD CRITERIA I. BASIC WIND SPEED 120 MPH II. WIND IMPORTANCE FACTOR (IW) 1.0 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 W ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 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'/2-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL, BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. S. NO EXCAVATION SHALL RE 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'/". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4'. 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.. MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1 / ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/ INCH AND NOT MORE THAN 3% INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM Al 85. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3'-0".FRCR506.24(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER '/" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/s" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: L 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 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 5/8" 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 %" 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 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP 42. 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 BYA PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 0360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM'/" PVC (SCHEDULE 40), INSULATED WITH w 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, YB" 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, 2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 311.2. A R C Hl T E C T S Inc. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Z�y Q ? SXMDIV. & LOT: TUSCA SOUTH LOT#32 PROJECT# 1703.00 MODEL: 1970„ GARAGE SWING: RIGHT PAGE: ARCHITECT= STATE OF FLORIDA DEC p ml D: 12/23/09 SCALE:1/4"=1'-0" SHEET 5'- 2 ° /4 29'-1" 30'-2" -4 1/2" _ - �;� I I o I -3 1/2"� I D1 rill cd ISLA5 1 10 SLAB I 1/2" D1 24"X24"X12" GONG. ' r I PAD W/3 - *5 5ARS I '- 24"X24"X12 GONG. E.W. ON CHAIRS ■ PAD W/3 -*5 BARS MIN. 3" COVER E.W. ON CHAIRS MIN. 3" COVER 4" GONG. REINFORCED 1 W/6"X6" WIA X W1.4 WWM D1 OR FI5ERME5H ON 6 -MIL. VAPOR BARRIER ON WELL -COMPACTED C I GLEAN TERMITE 0'-0" ELEV. TREATED FILL OR pl FIN. GONG. 5LA5 APPROVED 51,155TITUTE, (RECRUIT II SYSTEM) ■ l e l LAV. or 2X6 WALL = 0'-0" ELEV. FIN. GONG. SLAB 0 = 14'-2" 61 g'-(" 6'-0'' 4'_0" -� _4 - ■ I REF. I I Q I 71 JI z I I I XIa 'Did) I Q I D1 LI— J Q RANGE R _ I I (WC.) I I= m I ■ - 4" P V.C. 4" CON(. CHASE I SLAB ___ — J A/C R/A 1 _ -5 1/2" 5 2 STEEL�JH. ■ ;7ND PIPE' T D1 15OLLARD EXTEND -- SLA5 11/2' 5 _m" 14'-4" IZ Iro'-4" cel 4'-4" EXTEND END OF PVC. ■ I _ CHASE UP 12" A50VE I COP_T COND. CONC. PAD 24"X24"X12" GONG. I W. cs� I PAD W/3 -S BARS I II 24"X24"X12" GONG, I E.W. ON CHAIRS MIN. PAD W/3 -*5 BARS 3" COVER (ELEV. A 4 2x(o WALL I E.W. ON CHAIRS MIN. 5 ONLY) 3 COVER (ELEV. C t _ 0'-0" ELEV. _ - D ONLY) FIN. GONG. SLAB 5 D, � EXTEND 21 -0„ 0 SLA5 11/2" jlr'4-4"�4" I N ■ _ -"1 1/2" = 0- 41/2" D1 I — 411 1 CONIC. 4 I 11 D1 SLA5 D1 D1 14'-0" -0" I 1(D'-0" -0" 40' -0' FOUNDATION 9' 99 99 1L_�' 99 A & PLAN-ELEVQ- '�— 14' I' 42 ro0Il TU5 1 1 LAY. N ° ° / \ WG_ 40X40 J ,,a, 7, — SHWR_ rt_`�c$t�— L OPT. OWNER'S BATH 24"X24"X12" CON(. — — — PAD W/3 5 -*a ARS ' ■ • • ■ I E.W. ON CHAIRS 3 1/2 - MIN. 3" COVER I - 8 (3-TYP) 0 DI --- — —I u 13 ■ ■ ■-41/2" ■ ■ 4.. rl"t, CONC.LATT �� D1 � I I 4 p1 20'-10" J � ELEV p TION "C 99 & 99D 99 i n 10'-0" 2 -3 24"X24"X12" GONG. PAD W/3 -*5 5ARS 4 1/2 E.W. ON CHAIRS 4� 4„ MIN. 3" COVER I ua CONC. (2 TYP) 4 I I 0 SLA5 ?1/211 D101 30'=2" 41- COV 3 ® PORCH NIT UNISIMPSON W5 SECURE STRAP TO UROLL STRAP GONG. W/ (2)-3/16"X2" OR EQUAL TAF` -CONS. SECURE STRAP t0 GONG. 5LA5 UNIT W/ (2) #6x1 1/4 SHT MTL SCREWS A C CONNECTION 0 PAD DETAIL. A R C H I T E C T S F.Des i n Grou Inc_ L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 9V8DDIIV_. & T. -OT: TUSCA SOUTH LOT#32 PRROJECT# 1"703.00 MODEL: "1970" GARAGE STfMG: RIGHT PAGE: FO UNDATIO PLAN ARCHITECT STATE OF FLORIDA DEC 2 2001 JAM ANTWELL 2079 DATE: 12/23/09 SCALE: 1 /4" =1' — 0" SHEET or l � DOWEL PLAN 1 (ELEVATION "A" & "B" J ri--�ELEV V AT I O l �l " C " & 99 99 _ 1 A R C H IT E C TS Desoin Grounc. L441 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#32 PROJECT# 1703.00 MODEL. "1J70" GARAGE SWING: RIGHT PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA 23 DATE: 12/23/09 SCALE: 1/4"10-01p .SHEET lAopi � SAFE LOAD TABLES GRAVITY FOR GRAVITY, UPLIFT & LATERAL LOADS R" PRECAST & PRESTRESSED U—LINTELS R" PRECAST & PRESTRESSED U—LINTELS LINTEL NO. LENGTH GRAVITY GRAVITY COMMENTS LATERAL TYPE LENGTH 8U8 aFa-05P16-0 0-0 4- 2B -m 32-m BFB -15 W* -1B W20-1 8F24-15 BF2B-IB BF32-15 2'-10'(34') PRECAST 2302 3166 SF8 6039 1526 9004 I®412 11936 3166 6039 '1526 W04 10412 11936 3'-6' (42') PRECAST 2302 3138 2021 4689 6001 1315 8630 9941 3166 6039 1526 9004 10412 11936 4'-0' 148') PRECAST 2029 2325 2496 3461 4438 5410 6384 1358 2646 4413 6039 1526 9004 10412 11936 4'-6' (54') PRECAST 1651 1181 1913 2651 3403 4149 4896 5644 2110 4021 1 6039 1526 9004 10412 19660 4010 5'-4' (64")PRECAST 1184 1223 1301 1809 2311 2826 3336 3846 1665 2889 5051 6096 5400 6424 1450 5'-10"(70') PRECAST 9-12 1000 1059 1414 1889 2304 2121 3131 1459 2464 4144 5458 4431 5280 6122 PRECAST 93-1 1255 2101 3263 2146 3358 3911 4585 1255 2101 3396 5260 1134 8995 6890 1'-6" (909PRECAST -f6-1 1029 1615 2385 1994 2439 2886 3333 1029 1615 2610 3839 5596 6613 504'1 9'-4' (112") PRECAST 5-73632 9'-4' (1129 PRECAST 1049 1469 1210 1482 1154 2021 168 1212 1818 2544 3469 4030 3121 10'-6'Y126') PRECAST 456 4�am 499 1125 915 1122 1328 1535 658 1025 1514 2081 2114 3130 2404 II' -4' (13(o') PRECAST 445 598 935 1365 1854 2355 1193 2015 598 935 1365 1854 2441 3155 4044 12'-0'(144') PRECAST 414 545 864 1254 1689 2014 1510 1818 2211 2832 555 864 1254N1335 3590 PRECAST 362 421 126 1028 686 1635 1224 1418 405 140 1016 1655 2343 2920 14'-0'(168') PRECAST 338 381 648 919 635 1462 1081 1260 455 100 1003 1114 2153 2666 PRl=8TRE88ED N.R NR NR NR 591 NR NR NR 465 165 1310 2045 2610 3185 3165 15'-4' 0184") PRESTREES61=D N.R. NR NR NR NR 611 NR NR 420 695 1250 1855 23131 0 2890 34141 0 i1'-4' CZ08")PR;:StRESB£D NR NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4'(2329 PRESTRESSED NR NR NR NR NR NR NR NR 240 400 150 1090 1400 1120 2030 211_4" (256') PRESTRESSED N R NR NR NR NR NR NR NR 183 330 610 940 1340 1180 2110 22'- 0'(2649 N.R NR NR NR NR NR NR NR 160 300 510 010 1250 1660 isle 24'-0(288") PRESTRESSED NR NR NR NR NR NR NR NR 130 240 410 120 1030 1350 1610 R" PRECAST & PRESTRESSED U—LINTELS 9" DDcrACT w/ 9" RFCFSS MOOR U—LINTELS �• LINTEL NO. LENGTH UPLIFT GRAVITY COMMENTS LATERAL tjj21212816' ,,.P !_ENGT 7 16 -IT 20-1T 24-I 28 -IT 8F32-1TLENC�cTi-I 2413 SF8 I6-2 m-2 4-z 2b-2 732-2T�e PRECA 4929 5904 4101 5332 6569 1911 90552'-10'(34') 2311 2021 39B1 5190 6401 1630 88512021 3'-6' (42') PRECA3260 4481 5315 6264 4231 5219 6204 1192 1251 1251 3165 4125 5091 6061 10316 4'-0' l4$') PRECAST 1818 1989 2032 3680 4532 5381 6245 938 93$ 1818 1925 2150 3583 4422 5264 6110 4'-6" (549 PRECAST 1660 1162 2501 3251 4010 4161 5525 X27 721 1660 1105 2435 3111 3913 4658 5406 5'-4' (64') PRECAST 1353• 13-3311431 1404 2110 2050 2141 2610 3315 3293 4010 3920 4648 4549 505 505 5'-10'(10') PRECAST 12-12-1 1212 1351 1315 1930 1815 2505 2441 13004 3010 3665 3583 4241 4151 418 418 (W -b'(1,99 PRECAST 1141• 1200 1133 2250 2169 3290 3812 '101 881 1141 1162 1684 2192 2103 3216 1 3132 7'-6" (90") PRECAST 9594 990 912 1029 1415 1466 1914 1901 2354 2351 2191 2191 3240 3245 591 651 9'-4' (1129 PRECAST Sol• 801 612 155 980 1192 1269 1550 1560 1910 1852 2211 2144 2634 454 630 10'-6'Y126") PRECAST 116• 499 193 1021 1261 1496 1131 396 493 116 611 1039 1389 1111 2034 2358 11'-4' (136') PR)=CAST 666• 439 696 899 1104 1309 1515 363 556 666 535 905 I29b 1595 1896 2198 12'-0'(144') PRECAST 601• 400 631 816 1001 1186 1312 340 494 631 406 810 1209 1514 1199 2086 13'-4'(160')PRECASt 500• 340 532 686 841 991 1153 302 398 513 409 682 1004 1361 1631 1091 14'-0'(168') PRECAST 458• 316 d93 635 118 922 1065 286 360 548 310 629 922 1254 1561 1816 14'-B' 1116') PRESt1ESSE0 243 295 459 591 124 851 990 N.R. 35-1 243 352 582 852 1156 1491 1142 15'-4" (1849 PRESTRESSED 228 1 218 430 553 611 801 925 1 N.R.321 228 1 329 542 191 10'12 1381 1616 11'-4" (20B')F"REStRESSED 188 236 361 464 561 610 114 N.R. 255 188 216 449 649 814 1121 1389 19'-4' (232') PRESTRESSED 165 201 313 401 490 518 661 N.R. 204 165 239 383 550 136 940 1160 21'-4' (256")PRESTRESSED 145 186 218 356 433 512 590 NR 1"12 142 212 336 411 635 801 993 22'-O'(264')PREStiESSED 140 100 268 343 418 493 56a N.R. 161 131 205 322 451 601 111 941 24'-0'(288') PRESTRESSED 121 165 244 312 380 441 515 N.R. 135 124 186 290 406 938 680 833 9" DDcrACT w/ 9" RFCFSS MOOR U—LINTELS �• LINTEL NO. LENGTH UPLIFT GRAVITY COMMENTS LATERAL TYPE LENr3Ti-i ,,.P !_ENGT BRLI 014101111-10-05 61 14- I6- 61 22- 6FM6- B eF:FlO-19 81GF14-IB owls -IB 61 22-I8 6(4=26 -IB 61 30-08 OW30-15 4'-4' (52') PRECAST 148 2413 9059 2982 3954 4929 5904 6880 3412 4982 6412 1941 9416 ;14,49 10818 4'-6' (54') PRECAST 135 2311 2182 2114 3600 4481 5315 6264 3412 4982 6412 1941 9416 10810 5'-8'(68") PRECAST 1112 832 1602 1550 2058 2566 3015 3585 185 1153 2162 4014 6412 6516 5914 6839 5'-10' ("10') PRECAST 135 119 1500 1449 1924 2400 2816 3352 1103 2051 3811 6412 6516 5450 6411 6'-8' (809 PRECAST 1513 901 1611 2933 2516 1 3223 3812 4522 BZ2 901 1611 2933 4100 1 6130 8111 6101 (TIV)PRECAST 1810 2280 1311 2252 1958 2451 2944 3439 6651311 2329 3609 5492 6624 5132 9'-8' (116') PRECAST 311834 M764 1995 1253 1011 1342 ffiI4 1886 928 1491 2119 2618 3595 2815 A" PR1-rAST w/ 9" RFCFSS DOOR U -LINTELS ••r• LINTEL NO. LENGTH UPLIFT TYPE l.w� ELFEV, "C" VZ)" COMMENTS LATERAL TYPE LENr3Ti-i &Wfi-IT 68=10-1T OW14-1T swis-tr 81*22-IT sw26-17 6W30 -I "W& -2T owto-2 AM14-2T 611F16 -2T DW22-2 6FR26-2 61 30-2 BRLI SFS 4'-4' C52') PRECAST 1244 1513 2413 3260 4112 4961 5825 932 932 1244 1519 2339 3110 4008 4850 5696 4'-6' (54') PRECAST 1192 1501 2311 3121 3931 4156 5511 853 853 1I92 1455 2240 3036 3831 4643 5453 5'-S' (6$') PRECAST 924• 1112 1195 2423 3055 3689 4325 501 501 924 1132 1141 2351 2918 3603 4230 E;,1-101 (70') PRECAST896 996• 1 1138 1142 2352 2%5 3581 4198 469 466 1099 1690 2288 2891 3491 4106 61-5. (80') PRECAST 118 002 1513 2042 2513 3101 3642 830 1100 118 956 1466 1981 2509 3035 3563 i'-6" (90 J PRECAST 680 691 1325 1810 2280 2153 3221 110 941 688 849 1302 1162 2225 2690 3151 (116') PRECAST 5330 433 808 1123 1413 1104 1995 516 614 533 521 1009 -1365 - 1128- 2088 2450 D D-5 ARCHED TOP L-1 L— 3 99 99 99 99 ELEVATION 'L J� B S'-8" SEARING HEIGHT THROUGHOUT ELEVATION "A" e "S" 5F16 - 05/lT 5F16 -1S/1T 5RF30-05/1T 5F32 -05/1T 5F32 -18/1T 4 ASTm RETIC LINTEL SCHEDULE LINTEL NO. LENGTH T1rPE E . Jh�lLEV" ^' sF 13" Y TYPE l.w� ELFEV, "C" VZ)" COMMENTS Ll GM.U. SF28-15/IT OF36-15/7 DATE: 12/23/ 09 L 2 41_4" ORF22-05/1T 8RF30-05/1T :sROUT L 3 5'-4" 8RF22-05/17 N/A "5 RE6AR At BOttOM OF LINTEL CAVITY BOttOM 1'E INFORCiNG PROVIDED iN LINTEL (VARIES) L 3A 4'-6' N/A &F16 -05/1T INEW L 35 4'-6' N/A 8F16-05/IT N 4'-6' kal SF16-05/17 L 5 4'-6' OF24-05/IT 81=32-05/1T 5F16 - 05/lT 5F16 -1S/1T 5RF30-05/1T 5F32 -05/1T 5F32 -18/1T 4 ASTm RETIC LINTEL SCHEDULE LINTEL NO. LENGTH T1rPE E . Jh�lLEV" ^' sF 13" Y TYPE l.w� ELFEV, "C" VZ)" COMMENTS Ll GM.U. SF28-15/IT OF36-15/7 DATE: 12/23/ 09 L 2 41_4" ORF22-05/1T 8RF30-05/1T :sROUT L 3 5'-4" 8RF22-05/17 N/A "5 RE6AR At BOttOM OF LINTEL CAVITY BOttOM 1'E INFORCiNG PROVIDED iN LINTEL (VARIES) L 3A 4'-6' N/A &F16 -05/1T L 35 4'-6' N/A 8F16-05/IT L4 4'-6' BF24-05/IT SF16-05/17 L 5 4'-6' OF24-05/IT 81=32-05/1T L 6 4'-6' BF24-05/IT 8F16 -05/1T L -1 4'-6' 8F24-05/IT 8F16-05/IT L 8 OF24-15/IT 6F32 -15/1T L 9 4'-6' BF24-05/IT 8F16-05/11 L 10 4'-6" 8F24-05/IT SF16-05/IT L 11 4'-6' 8F24-05/IT 8F16 -054T L 12 4'-6' BF24-05/IT SF16-05/IT L 13 41-6" 8F24-05/IT SF16-05/1T 26 -SH 26 -SH ELEVATION "Ir 99 C 99 & 99 D 99 V-4" BEARING HEIGHT THROUGHOUT ELEVATION "C" 4 11D11 CAST -CRETE LINTEL SCHEDULE SAFE LOAD TABLE NOTES i" MATERIALS GENERAL NOTES 1. All values based on minimum 4' bearing. Exception: Safe loads for unfilled T1'F'E DESIGNATION 1. Provide full mortar head and bed joints. lintels, must be reduced by 20% If bearing length to lose than 6-1/2'. I. f'c precast lintele - 3500 pe(. 2. Shore filled lintel& as required. Safe loads for all recessed lintele based on $' nominal bearing. F - FILLED WITH GROUT / U - UNFILLED 2. F'c prestressed lintels ■ 6000 psi. 3. installation of lintel must comply with the architectural and/or structural drawings. 2. N.R. - Not Rated.AT 3. f'c grout ■ 3000 pei w/ maximum 3/8" aggregate- 4. Lintels are manufactured with 5-1/2' long notches at the arid& to accommodate 3. Safe loads are total superimposed allowable load on the section specified. G�UANOM F I EL CA IT 4. Concrete masonry units (CMU) per ASTM 90 w/ vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 Field rebar. r BOTTOM OF LINTEL CAVITY minimum net area compressive strength = 1900 psi. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4' and 5. Additional lateral load capacity can be obtained by the designer by providing i 5. Rebar provided in precast lintel per ASTM A615 GR60, longer with a nominal height of 8' meat or exceed L/180. addfonal reinforced masonry above the precast lintel. 8 1 —, /1 TM " 5 A615 Cs 40 or CsR6 ar per A R Field rob cavity. F bottom of the lintel cav s in 8 lintels only. at the bo two «5 rabar e located substituted for 17 Id added rebar to b One "''T rebar may be sub Bottom Field y 6. 6. y trend per ASTM A416 rade B y prestressing & anchorage. 6. a&t mechanical ancho d tables b P1' 1. "1/32 diameter wire stirrups are welded to the bottom steel For mocha g 7, The designer may evaluate concentrated loads from the safe los, 2"10 low relaxation. p g 8. Cast -in-place concrete may be provided in composite lintel In lieu of concrete masonryunite. 7. 1/32 wire per ASTM A510. calculating the maximum reeistfng moment and shear at d -away from the Face of support. NOMINAL WiDTH QUANTITY 01='M5 8. Mortar per ASTM C210 type M or S. 9. Sara load ratings based on rational design analysis per ACI 318 and AGI 530 8. For composite lintel heighte not shown, use safe load from next lower height. NOMINAL HEIGHT iZEi3AR AT TOP 9. All Safe loads in units or pounds per linear foot. 1-5/0'ACTUAL a" NOMINAL WIDTH A R C H IT EC TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 9LTBDIV. 8s, LOT: TUS C A SOUTH LOT#32 PROJECT# 1703.00 MODEL: "1970" GARAGE SVfMG: RIGHT PAGE: LINTEL SCHEDULE (CAST --CRETE) ARCHITECT: STATE OF FLORIDA It 2 3 2 �•■ JAM CANTWELL NO 12079 �-' �11 II iia D P 1-1/2' CLEAR GM.U. DATE: 12/23/ 09 1 CAT :1/4"=11-10 :sROUT SHEET "5 RE6AR At BOttOM OF LINTEL CAVITY BOttOM 1'E INFORCiNG PROVIDED iN LINTEL (VARIES) OF �L16 i CONCRETE FRODUCT6, INC. P.O. 5OX 219 ZELLWOOD, r -L 32798 (401) 886-2511 1-800-654-5139 PAX 401-886-0195 LINTEL N© LENGTH `T"rPE ELEV. 11 A11 411511 \T`rPE ELEV. NC11 }111�-'.��,11 COMMENTS L-1 I-1'-4" 8/28-8-11JAL 8/36-S-1UAL J -�t! 1{-��f�Irlrl�J�f L-2 4'-6" 8/22-5-IU/0L 8/30-6-IU/0L RECE55ED L-3 5'-4" 8/22-6-1U/0L N/A RECE55ED L -3A 4'-6" N/A 8/16-6-IU/0L 0 00 L-35 4'-6" N/A 8/16-5-1U/0L 1100M loom L-4 4'-6" 8/24-6-IU/OL 8/16-6-1U/0L -.!!7,'r.-��Zl rZl:i•��Z1 IIZYY! . fa�Yl.YJ■rl�YJ t �IIt=7tr� ��xl:3s��la L-5 4'-6" 8/24-5-1U/OL 8/32-5-IU/OL �:YiaaL751a�'J:r L-6 4140" 8/24-6-1U/0L 8/16-5-1U/0L ���} L-1 41-6" 8/24-,S-IU/OL 8/16-5-1U/0L �'!!'Tr.'ri•1!'71rLl��f'1='%��1.}.Ya L-8 6'_6' 8/24-5-1U/1L 8/32-6-IU/1L �]Cam".r'rl:a�Y�':>♦arLr�a�'J���'cs:wa��-;:�=a L-9 41_6" 8/24-6-1U/0L 8/16-S-1U/0L 10000 L-10 41_6" 8/24-5-1U/OL 8/16-6-1U/0L T��Y3"�a L -I1 4'-6" 8/24-6-1U/0L 8/16-6-1U/0L iC'i=�a'T�atrr:-�a-�aa�•'x7=ail-i?a� L-12 4'-6° 8/24-6-11.1/01- 8/16-5-1U/OL F'1CASt L-13 4'-6" 8/24-5-1U/0L 8/16-5-1U/01_ 6239 ELEVATION "C" & " D" V-4" BEARING HEIGHT THROUGHOUT ELEVATION "C" B "D" (D-5 ARCHED TOP L-1 L— 3 1L SLE A 8'-8" BEARING HEIGHT THROUGHOUT ELEVATION "A" 4 "B" WEKIWA LINTEL S-C"HEDULE 839 LINTEL UPLIFT -� LINTEL SAFE LATERAL LOADS (PLF) SAFE GRAVITY LOADS (PLF) , :: urTr;s-�n�t:TE�:�Orrr�-�,lrrr,'Is:>sle� = = = ► �� ���fal'rlr'oJaf'lr:il'l�fr 2'-10' rll Jar r rlalrol'rl l Jlalr r r rJ�rr 1900 J -�t! 1{-��f�Irlrl�J�f II ZJ�fr r roJaf I% I JSP Jar �,r�r� ®�I IN IIIIE1L"''Mt:1=YJ•m �>~7:'�!=' 0 R A1E m IN m L12r , 10 1o o r r r r /J�rr r r rJ JI%�afral lrJaf r rrJaf'rlrl l laf r r J�fr r> ��i'fTrl:>•�r:'►rs��=7-�.Yaa �'I11=�t71--S'7afr1 �l�aro7.'ul'iJ�Cr r rJ�f :�J I %lir wr.'rJar l�i�i'lafr r r rlaf'ri'r:'r:'' ���i:Y�a��rrlr 8" 9 rl'rJarr'oJari7�ilr7rlaf�%r:'r:�J�W;'i�ol 0000 �r:]r�>•�nl=a=::";ate=�K7-�aFt�r]aa=x7aa��=�ti� 0000 ��_GZr��YdK��:Z'�7•ls:rl��aPl�l�l'lafri 0 00 �%•'"Jaf:'.'r:ol ����I�aalr�a�'f:7f �KL'!:��'{=1:T=��f_]a�`�=1:b�>•�:S-1Kaarr'o:2'rlaf ��i%Z1-�esr•.aa1a�-kfl:a�'' '�� :'r�r,%rl 1100M loom a[ivL��erJllaENRLIE --YIOii�ii �r'�=ram";,Jra_err:7��s.-r,>;>■tz;tla�r=}•x>•�=rrr� Momwi- m- Nowa i—,,=l�f-.,=��.w].� ���a�a�le]a1lpY�! aLl�aa_6•,�kY��■�J=7a�] -.!!7,'r.-��Zl rZl:i•��Z1 IIZYY! . fa�Yl.YJ■rl�YJ t �IIt=7tr� ��xl:3s��la 10000 E1:Za�L:::1� arer rJ�a: a�«r— YI=.r �:SSZ7 ���z�-a�H"�'mar=��l�>•�rrit-3■�'L�--��sr,1+y��J--)ria �:YiaaL751a�'J:r l:'•�t-7���-7 xr'r>♦�:r;.;-ul�ir.,'7•>• ®��i,��:•�a�rJ:7=aac=7L��ur=ra�'w7-�->■�!J!a �t'r'��G1ra�'rrl-}:>•iQ=x7:>■�T-;=7:asat.rne���>}=Tr]a 6133 ���} 7 �<=I.Y�ELfa�rxk��l�rr-�slr:.ria�'rrr_a mall %ria[-b��ali:ra�."1L>•SZ��YLL� 10000 t1'rja�fal=7=��1>7 �'!!'Tr.'ri•1!'71rLl��f'1='%��1.}.Ya 10000 4 -6' PRECAST ���}7si�la�Laa-7� �]Cam".r'rl:a�Y�':>♦arLr�a�'J���'cs:wa��-;:�=a �ar�rra�YUr��Gfl� ®� �' �' ���L�la►e�a�L21G��r=rJ�a"1E7:��7L7 i'•y Y -a �' �lE'a al:I:7 � � P.Z l=)• fa YJ I:S 10000 a� � ��•ti+>.-�irxaa(; a�•>`i=� i:.�:.31 �=x7;1 �Laa �ct�la � r'=''='� �'a�KYYa�rxw��.�ra�'r�7.a ��i'Lxat!rya�:Sl��kxa�-I�iaa:''>: s5ii�iEiatiF..�:'l�Gilra�Yl11`aa3���f•�a T��Y3"�a 1298 �Yk7♦alE'T=>•aCr}'T=�slk]L�aaC=7G�a�E-]I�a�'�11a aria'f-]Ias'r���=jra�=k���ICr=��7=Za iF.�a�'If�a�'����I=!a�SF���1�=1•tif� I■i�i�lylir�asif-��� %iii S a�kTr��lf SasY�a ���-;t��C!�i'(rkl�'TZaa�PYa�•f=1a�Z.''r� iC'i=�a'T�atrr:-�a-�aa�•'x7=ail-i?a� �_Tk!1NNN 1�a @. - Not Reeomm811ded 19 99 1INTEL GRAVITY R39 1INTEL GRAVITY LINTEL LINTEL SAFE LATERAL LOADS (PLF) SAFE GRAVITY LOADS (PLF) T 7e SAFE GRAVITY LOADS PLF 2'-10' TYPE 1900 Tre 12' e.OL 8/20-5-0L 8/24-5-0L /28-5-0 8/32 -S -OL PLAIN 8/B -S -IL 8/12 -S -1L 8/16 -S -1L 8/20 -S -IL 8/24 -8 -IL 8/28 -5 -IL 8/32-6-1L EV- pRECASt 12/32 -8 -OL 8" 9 12/32-8-L 0000 0000 0000 000 0 00 6021 8491 10000 101000010000 10000 10000 lemm— I PRECAST 1100M loom 4011 9339 10000 10000 10000 10000 10000 2603 4011 10000 10000 10000 10000 10000 10000 4'-0' PRECAST I 2921 6133 9515 10000 10000 10000 10000 1821 2921 1853 10000 10000 10000 10000 10000 4 -6' PRECAST 1 10000 2214 50'18 1119 9284 10000 10000 10000 1398 2214 5412 10000 10000 10000 10000 10000 4'-8' PRECAST 1298 211'1 2111 4660 4902 6588 10000 8520 10000 10000 10000 10000 10000 10000 10000 5'-4' F'1CASt 10000 1651 3409 4823 6239 1658 9011 10000 1006 1651 3556 6431 10000 10000 10000 10000 5'-10' PRECAST wow 1461 3001 5111 BBBB 10000 10000 10000 848 1461 3001 5111 8888 10000 10000 10000 6'-6' PRECAST 11® 1232 1232 2440 2440 3934 3934 6250 6250 8589 10000 10000 10000 10000 10000 1-b' PRECAST 1 1001 191 2942 4346 6461 10000 10 00 562 1001 1918 2942 4346 6461 10000 10000 1'-8" PRECAST 544 915 915 1849 1849 2819 2819 4131 4131 6010 6010 9245 9245 10000 10000 8'-0` PRECAST 4465 916 1124 2602 3151 5030 1958 10000 511 916 1124 2602 3151 5405 1958 10000 8'-4' 9'-4' PRECAST PRECAST 482 864 864 141 1615 1615 1361 2415 2415 1991 3444 3444 2168 4866 4810 3169 6983 6983 5124 10000 10000 1061 411 141 1361 1991 2168 3169 5124 1061 10'-6' PRECAST 3623 636 11413 1649 2231 2962 3883 5094 349 636 1148 1 1649 2231 2962 3883 5094 11'-4' PRECAST 3162 514 102 8 1465 1964 2566 3305 4239 315 51 4 1028 1465 1964 2566 3305 423cb 12'-0" PRECAST 2611 533 950 1343 1189 2316 2961 3134 292 533 950 1343 1189 2316 2951 3134 12`-6' F'12ECAST 2 9 505 898 1264 1616 21'51 2130 3426 211 505 898 1264 1616 2151 2130 3426 13'-4' PRECAST 2121 464 822 1151 1515 1935 2425 3010 255 464 822 1151 1515 1935 2425 3010 14'-0" PRECAST 239 436 436 169 169 1013 1013 1406 1406 1186 1186 2225 2225 2141 2141 14'-8' PRESTRE88ED 14 N.R 2 N.R N.R. N.R. N.R. N.R. N.R 480 1234 1421 1119 2188 2662 4' PRESTRESSED 1 3M 455 5464 N.R N.R. N.R N.R N.R. N.R.N.R 454 1160 1331 1660 2032 j652 2459 4' PRE5TRES5ED 9'•4' N.R.NR Recast I N 1063 N.R. N N.R. 13 389 982 1111 1319 1611 1991 19'-4' PRESTRESSED N.R. N'R 339 NR 561 N. 849 N.R 960 N.R. 1111 N.R 1415 N.R 1616 20'-0 PRE8TRE5SE D N.R. N.R.N.R.N.R. 325 543 812 N.R 911 N.R. 1122 N.R 1345 N.R. 1590 21'-4' PRESTRESSED N.R N.R. 295 NP. 500 N.R 146 N.R. 840 N.R. 1024 N. 1224 NRR 1441 22'-0' 24'-0' F'REBTRESSED PRESTRESSED N.R. N.R. 261 N.R N.R. 481 N.R N.R. 111 N.R N.R. 806 N.R N.R. 981 N.N.R.N.R N.R. 1 1111 N.R 1316 N.R N.R. 1 111 6 0 1066 N.K - NOL IKaCORIm®f UOU 19 59 1 INTFI UPHFT N12 - Not Recommended A" LATERAL TABLE LINTEL SAFE LATERAL LOADS (PLF) 1 T 7e SAFE GRAVITY LOADS PLF 2'-10' Pretest 1900 Tre 12' 12/8-6-0L 12/12-6-0L 12/16 -6 -OL 1220-8-0L 12/x4 -6-0L 12/18-6-0L 12/32 -8 -OL Plat" 12 8-1L 12/12 -6 -IL 12/16 -6 -IL 12,20.6-1L 1244 -8 -IL 1240 -8 -IL 12/32-8-L t2*40' Precast 1420 5524 loom OM 100" loom hmm Imm lemm— I loom I 1100M loom 5'-10, Recast 625 6541 6'-6' - 10 10000 10000 I Precast 1 $204 123 loom I mm" I I 4'-0' Precast 430 3 8'-0' Precast 410 820 I I 2242 394 10000 10000 10000 10000 1000D 1 10000 4'-6' Precast 340 3006 5103 1203 9304 0000 per' 10000 11273421 1961 loom Id%W my" lom law 4-8' Precast 255 2156 46 b 8535 10000 I 10000 1598 3188 1211 10000 I 10000 low 0000 12010 5'-4" Precast 210 4 341111 1 110 1641 I 01W wow 1239 2493 5230 8812 310 5'-10' Precast 145 2' 3 6934 —loomloomI 10000 10000 liv~ 1044 2206 4423 8091 loom 10000 1 250 6'-6' Precast 115 235 22'-0" tressed229 6026 1 24'-0' Prastraeeod 814 03 3000111 6226 200 1'4' Precast 1820 1621 2021 1z 12M %121 loom 10000 692 ID14 2821 1250 10000 1 — wow 1'-8' Precast 10000 1515 21 4465 69ml W62 l9wm 109m 610 1466 2119 4469 001 10000 10000 10000 B'-0' Precast 1821 21536 41113 62 lift W21 109W 629 1510 2 53 109W 10000 8'-4' Recast 1146 1 2316 3623 5946 1 9141 10000 593 Izm 231k M3 b1461 I 2028 9'-4' Protest 290 1169 2011 3162 4619 522 111 10000 506 1124 2011 3162 4619 6522 9111 10000 10'-6' Precast 1012 1689 2611 3132 5126 6 8634 430 1 Wee 2611 3132 5 6W4 9248 II' -4" Precast lie 914 1814 2 9 3218 4439 5616 1301 388 4 IbI4 2319 3210 44M 55*16 1651 12'-0' Rarest W4 841 I 2121 2 5241 O 360 98 I 1391 2121 24 5241 6180 q404 '-6" Recast 3184 8'-0' Precast 2002 2 137 4"0 pwo 341 1 02 20 3 1119 13'-4' Recast 640 14 1 2 3 5423 314 698 V41 la22 2521 1 3M 455 5464 14'-0" Recast 295 6 I 1 1931 27 1 9'•4' 14-V Recast I bn 1063 lrpw 2181 20014 3582 101 211 Dip W63 IbW 11 Rm 36H 4"6 15'-4' Recast 1466 442 1001 1494 2048 2615 3248 311 262 494 I I 2048 2615 30 4216 11'-4' Recast �a2 Ki9 em 11 1, 2014 216 316 is 2220 1 11'-4' N12 - Not Recommended A" LATERAL TABLE LINTEL REINFORCEMENT SCHEDULE 77 ; : UNTEL LENGTH :::rs;;;;;•::•:;;; ::::.....: • ::::•::;;•::•::::::REINFORCEMENT::•:;::::• LINTEL SAFE LATERAL LOADS (PLF) 1 T 7e gy�g FM114 gig FILLED 2'-10' Pretest 1900 36 0 3'4' Precast 1320 2550 4'-0" Precast 1010 2100 4'•6' Precast 900 1150 4-8' Protest 850 1600 5'-4' Precast 110 1400 5'-10, Precast 625 1200 6'-6' Precast 540 1050 1'-6' Precast 1 440 890 11-8' Pretest 430 850 8'-0' Precast 410 820 ' Pretest Precast 12442 '-4' Precast 1 340 680 I Protest 1 300 600 per' Precast 215 550 0'.0' Precast 255 510 12'-6' Precast 245 490 13'-4' Protest 220 4W W- ' pretest 210 4 14-8' P'estressod 110 390 4' Pnetreaeed 165 310 ' Prntreued 145 320 I9'-4- Restrerssed 130 280 -0' prestressed 120 250 21 10000 115 235 22'-0" tressed229 6026 1 24'-0' Prastraeeod 100 200 NR - Not Recommended 1820 LINTEL REINFORCEMENT SCHEDULE 77 ; : UNTEL LENGTH :::rs;;;;;•::•:;;; ::::.....: • ::::•::;;•::•::::::REINFORCEMENT::•:;::::• :::::::::::::::::•:;;•:;•:;•: .:. .. 12INCH i";;:' :;;tf "A" REINFORCEMEN 4" TAW TO 5'-8" #3 NONE '-6" F,10" TO 6'-8" 2 #4 NONE M'-10'TO 4' T-6' To 8'-4" 2 #5 NONE '-0" 9-4" To 17'-4" 2 #55'-4" 'A' BARS (MAIN REINF.) 12/16-644 SEE SCHEDULE 2 7116" PRESTRESSED 2 #3 12/0-6-2U 1240 2 7116 -PRESTRESSED (2)#4 194' TO 22'-&' 10000 7116" PRESTRESSED 2 #5 REFER TO LINTEL BEGMUN FUR REmFURUEMEN I LUNG i IUNs 13 w (1) S CONTINUOUS 316 Type SAFE UPLIFT LOADS PLF 8'X16' KNOCKOUT BLOCK �. 33�0 (GONG 4E PLACED IN FIELD) tillc0 , q. •^ r UP O T4'LENGTR 12/2-8•lU 12/16 -8 -ILL 17,20-8-U (OPTIOONNALINU0U$ —1c0 1/32' STIRRUPS AT 4'-0' cc Total 1-th tt 12/8-6-2U 'A' BARS (MAIN REINF.) 12/16-644 SEE SCHEDULE TYPICAL COMPOSITE LINTEL SECTION NR - Not Recommended 8" RECESS DOOR HEADER I ATFRAI TABLE RECESS DOOR HEADER LINTEL Lenth Tg Type SAFE UPLIFT LOADS PLF B' FFIILLF.P D 31-8' R'o'ast 590 12/8-6-W 12/2-8•lU 12/16 -8 -ILL 17,20-8-U 12/14 -8 -IU 1248-5-11.112/32.8-L1 Precast Total 1-th tt 12/8-6-2U 12/12-6-21,1 12/16-644 12/20-8-21.1 12/24-6-2U 12/28-6-2U 12/0-6-2U 1240 5'-8' 8643 WNW 10000 10000 10000 10000 10000 2'-10' Precast 10000 10000 loom ledw loom 10000 10000 1'-8' precast 5 31 8601 10000 10000 loom I vem 100" 3,-6. Precast 12442 10000 Precast 10 I I 10"o 550 1110 per' 1 510 I 12'-0' pretest 480 4'-0' Precast Dow 10000 10000 10000 10000 10000 yow— 14'-0' Precast 21x4 4665 6 8581 I 10000 118000 Precaat Precast 130 precast I loom NR • Not Recommanded lot" 2401 4218 6060 1843 21 10000 WNW Retaet 3642 6026 1 10 I 10000 br,--4- 1820 3123 4426 5.129 1032 6 9640 Protest 2829 1 8631 10000 10000 1 1415 2533 3 4650 5109 6168 1821 Precast 2421 6 lift W21 109W loom Wmm 1146 1911 2196 3621 4446 5211 bm b'-6' Precast 2028 3015 56115p 290 5 loom WNW 020 14% p 1 194 Precast 1621 201 4064 52"10 6492 1 89x0 lie 345 191 2416 3041 4112 1'_8' Pretest 1562 2114 3"0 W4 1'19 335 8491 1219 1132 2245 2158 3211 3184 8'-0' Precast 1419 1419 2 3616 4"0 5611 6668 1119 640 111" 1 2 8'-4' Precast 1193 V41 3208 4W1 5126 6085 1 409 �1 1211 1611 1931 27 2681 9'•4' F4atast I 2 124 368 644 SIB 1192 1466 1141 2015 10'-b' Preset 165 431 1910 7483 3051 3630 4203 300 165 em 1223 103 160 11'-4' Precast 6 I12 16 1 251D 164 466 666 866 1066 1261 161 12'-® Precast 562 21(x4 1689 IS 231 421 602 184 966 1141 1329 12'-6' Precast rill wo 1281 1616 2064 1452 2840 200 391 19 668 023 919 1134 5,4, ReaeM 9 T1s 111 1446 1187 2111 2453 115 515 453 Dal 126 866 1004 14' 0' Precast 1 612 SW 12 4 2154 154 219 I 524 641 169 8 91 14-e' Protect 350 621 891 1161 14 1 1101 1912 241 1 466 016 600 10 8'-4'Precast 314 559 803 1046 1790 t534 11'19 93 Il4 53 332Ig. 412ME, 491 510 11'-4' Precast NR - Not Recommended 8" RECESS DOOR HEADER I ATFRAI TABLE RECESS DOOR HEADER SAFE LATERAL LOADS (PLP) Lenth Tg Type 8' PPLAN B' FFIILLF.P D 31-8' R'o'ast 590 1115 -0 erectviv— 1110 1550 41.2- Precast Irw- 1450 4'4 Pretest 65 ISO 4-8' Recast 415 1240 5'-8' precast 320 950 ' Precast 2 160 1'-8' Preset 200 640 9'-8' precast 160 490 12" RECESS DOOR HEADER I ATFRAI TARI F RECESS DOOR HEADER SAFE LATERAL LOADS (PLP) Total Type 12' PLAIN n1RECESSM FILLED T-8' precast 2025 3210 4'-0' Precast 1110 2860 41.2- Recast 1650 2690 4'-4' Precast 515 2540 4-8' Precast 1420 2290 5'-8' 1 forecast Wm 1 50 ' Precast 815 1425 16' Pretest 130 1 11w 9'-8'I Frecast 550 1 we 1) e5 CONTINUOUS 3000 PSI CONC. FILL (CONCRETE PLACED IN FIELD) TOP LECs BAgRqS: " LEG UR70 14'-O LENGTHS 1/'32' STIRRUPS a 4'-0" C/C -� (1) 05 CONTINUOUS (OPTIONAL) "A" BARS (MAIN REINP-) SEE SCHEDULE BARS - SEE SCHEDULE �8 1. TYPICAL LINTEL 8"x8" SECTION ZONAL 45T ;I. LpELGrgByA�RB: q G Ulo TO 14'A� �E%THS 2' STIRRUPS a 4'-0' C/C IONAL 4515 im r 'A' BARB (MAIN REINFJ SEE SCHEDULE BARB - SEE SCHEDULE 118 TYPICAL LINTEL 12"x8" SECTION 19" LATERAL TABLE (1) S CONTINUOUS(' i24 G & IN FIELD) 1 " TOP LEG BA�RS; LECs UP TO 14 O LENGTHS (1) 45 CONTINUOUS --0 (OPTIONAL) N Awlr^icv SEE SCHEDULE REINF-) 1I 1/32' STIRRUPS AT 4'-0' cc 7a 21' TYPICAL LINTEL 8"x8" RECESSED SECTION T`r'PE DE-6IGNAT10N NOMINAL WIDTH/WEIGHT OF LINTEL PLAIN OR SOLID LINTEL LNo. OF ADDITIONAL *5 BAR$ iN UPPER OR LOWER LINTEL CAVITY 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: 407-7744078 www.abdesigngroup.com AA #: 0003325 SU33DM & LAT: TUS C A SOUTH LOT#32 PROJIECT# 1703.00 MODEL: "1070, GARAGE STIMG: RIGHT PAGE: LINTEL SCHEDULE (WEKIWA) rARCHITECT TATE OF FLORIDA DLC� DAT3: 12/23/09 SCALE: 1/4"=1'-0" SHEET 1Bo1OF�� LINTEL SAFE LATERAL LOADS (PLP) LZ two RAIN � �g FILLED p_10' Pretest 3500 6900 31.6' Precast 2400 4115 4'-0' Precast 1950 3880 4'-6' Precast 1650 3450 4-e' Precast 1550 3200 5'.4' precast 1320 2WO 5'-10' Prerdet 1160 2250 W.6' Precast 1000 1950 T.&. Precast 82)O 16G5M0 1'-8' precast IIW *m0. 81.0' Precast 10 1530 - precast 120 1450 9'-4' Precast 640 1210 Precast 550 1110 per' Precast 510 1000 12'-0' pretest 480 950 121-6' Precast 460 SO '4 Precast 430 880 14'-0' Precast 400 we 14.8' Precast 350 160 1514 Precaat 1 350 130 precast 320 630 NR • Not Recommanded (1) S CONTINUOUS(' i24 G & IN FIELD) 1 " TOP LEG BA�RS; LECs UP TO 14 O LENGTHS (1) 45 CONTINUOUS --0 (OPTIONAL) N Awlr^icv SEE SCHEDULE REINF-) 1I 1/32' STIRRUPS AT 4'-0' cc 7a 21' TYPICAL LINTEL 8"x8" RECESSED SECTION T`r'PE DE-6IGNAT10N NOMINAL WIDTH/WEIGHT OF LINTEL PLAIN OR SOLID LINTEL LNo. OF ADDITIONAL *5 BAR$ iN UPPER OR LOWER LINTEL CAVITY 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: 407-7744078 www.abdesigngroup.com AA #: 0003325 SU33DM & LAT: TUS C A SOUTH LOT#32 PROJIECT# 1703.00 MODEL: "1070, GARAGE STIMG: RIGHT PAGE: LINTEL SCHEDULE (WEKIWA) rARCHITECT TATE OF FLORIDA DLC� DAT3: 12/23/09 SCALE: 1/4"=1'-0" SHEET 1Bo1OF�� R C H 1 T E C 7 S Desmign Group �n�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 1116 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA SOUTH LOT#32 PROJECT# 1703.00 MODEL: 1970" GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (PRO—CRETE) ARCHITECT - STATE OF FLORIDA JAM CANTWELL A 012079 >a DATE: 12/23/09 SCALE: 1/4"=1'-0" SHEET 1 B. 2oir I 0 O C 99 ]ELEVATION "A" & " B" 6-5" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "8" WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA BUILDING CODE, 2004 ALLOWS THE PRESSURES TO 5E AVERAGED WHEN THE OPENING IS PARTIALLY LOCATED IN BOTH ZONE 4 AND ZONE 5 WIND PRESSURES ARE BASED ON WIND SPEED=120MPH (3 SECOND GUST) IMPORTANCE FACTOR=1.0 EXPOSURE CATEGORY = B MEAN ROOF HEIGHT=LESS THAN 30 FT. FOR AN ENCLOSED BUILDING 11'-4" v 2'-4" ZONE 5 p = +21.5 / -26.55 ZONE 4 P = +21.8/ -24.0 PERCENTAGE OF AREA WITHIN ZONE 4: A4 = 11.33 - 16 = 0.71 ft2 PERCENTAGE OF AREA WITHIN ZONE 5: A5=4.66_ 16=0.29ft2 AVERAGE POSITIVE PRESSURE ON GARAGE DOOR: p = 21.8 (0.9) + 21.8 (0.10) = 19.62 + 2.18 = 21.8 psf AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR: p = -24.0 (0.71) + - 26,55(0.29) - -17.05 + (-7.7) _ -24.75 psf. AVERAGE GARAGE DOOR PRESSURE: p=21.8/-24.8 0 26-S4 26 -SH COMPONENT AND CLADDING WIND LOADS BASIC WIND EA303l1RE FOR 3 SECOND GUSTS CALL # SOUARE FOOTAGE WINDOW SIZE AND TYPE ZONE 110 MPH WIND REMARKS 120 MPH WIND 1 112 16'-0 X 1'-0 GARAGE DR. 5 18.3/ -22.4 21.5/ -26.1 2 20 3068 DR 4 20.5/ -22.6 24.1/ -26.9 3 22 35-5H ARCHED Top 4 20.1/ -22.5 ELEV. "A 4 °g° 24.6/ -26.5 4 1-1 X25 -SH EGRESS 4 21.1 / -22.9 25.1/ -21.3 5 10 23-5H 4 21.8/ -23.6 25.9/ -25.1 11 25 -SH 4 21.1 / -22.9 25.1/ -21.3 1 11 25 -SH 5 21.1 / -25.0 25.0/ -33.1 5 33 5'-0" X 6'-8" 5. G. D. 4 202/ -22.0 24.0/ -26.3 9 11 25 -SH EGRESS 4 21.1 / -22.9 25.1/ -21.3 10 11 25 -SH EGRESS 4 21.1 / -22.9 L!25.1/ -21.3 it p 25-5H EGRESS 4 21.1 / -22.9 25.1/ -21.3 12 11 25 -SH EGRESS 4 21.1 / -22.9 25.1/ -21.3 13 11 25 -SH EGRESS 4 21.1 25.1/ -21.3 14 19 26 -SH 4 20.9/ -22.1 ELEV. r 8 D 24.8/ -21.0 15 19 26-5H 4 20.9/ -22.1 ELEV. "C" 4 IlDil 24.8/ -21.0 3068 O � 15 14 ENTRY II J (f)ELEVATION 99C99 & 99D99 9'-4" BEARING HEIGHT THROUGHOUT ELEVATION "C" 4 "D" it ,ALCULATIONS A R C H I T E C T S Desmgn Group Inc. 1 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#32 PROJECT# 1"703.00 MODELa. "1970" GARAGE SWING: RIGHT PAGE: WIND LOAD CALCULATIONS ARCHITECT - STATE OF FLORIDA DATE: 12/23/09 SCALE: 1/4"=1'-0" SHEET ic OF�� ■ a I a NICHE DETAIL �LL gKITCHEN DETAIL �r KITCHEN DETAIL VRCH DETAIL 401-011 14'-411 11'-411 2'-4" 12'-011 13'-10" 51_211 PATIO x 5'-011 I 5068 CD ACTIVE N 1 8 FAMILY ROOM 8'-8" CLC. (CARPET) EEO N I m 25 -SH EGRESS 25 -SH m .o m OWNER'S SUITE (CARPET) N cp �-- 0. BATH (TILE) mo N ul 36"x60" 211 STEEL PIP WH. A/C PLATI-ORM BOLLARD GOND. 141-411 0 � I Q L --J 2 ZQ �. o I 6 l o • z I �d LAv. INo N _ \D N m KITCHEN C' I m -1 8'-8" GLC. Q I (TILE) ,nLi I- fi J RAN( d) L 14'-411 2'-4' I m 4'-0" — — ——� — �' BF. WC. —JL 5�1 �1�1 � DINING 0„ _ ROOM Nm _ &,-all GLG. �, A/C R/A (CARPET) 3, 011 '-011 �I_41I / II tp 11' - 011 Ln Z LA_U_ND R_ _ � 0 COPT , COPT , `y W II D. �9 NICHE 'dill( 1 41-01 111 LIVING FOYER ROOM 8 (tILE)G 8'-8" GLG. `Q (CARPET) —MT 35 -SH STONE.–/ARCHED TOP 1ELEV. 11511 I L„+ 11 4 IID" Q 14'-011 ---- — — — — — — — — 0 " �t tP1VTRV 16'-0" X' 1-0" O.N. STONE: ELEV. ." D'1 r22" X _54" ATTIC I LAGGEBS J 191 _ Q 11 GARAGE CLC. 41-/ II //•J�jj 1 _611 _ o11 1K✓ 1-01111 0-011 ' - yC/'1 201-011 401-011 FLOOR PLAN ELEVATION B S'-8" BEARING HEIGHT THROUGHOUT ELEVATION "A" 4 "B" 0 H.B. 11111111111111111 MODEL SPECIFICATIONS GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNFINSHED • WINDOW SILLS TO BE OPTIONAL MASTER AND SECONDARY BATH TO RECEIVE 36" MIRROR TILE LINE-- --- a o NI OFF BACKSPLASH LIVING GARAGE ENTRY ELEV. 'All "B" "E' 4 ENTRY ELEV. "C" 4 "D" ----- SQ. FT. SQ. FT. SQ. FT. SQ. FT. 3-0 TOTAL ELEV. IIA II IIBII'IIE II 4 k TOTAL ELEV. "G" 4 I'D" PATIO OPT. COVERED PATIO IIF -r" 2400 2483 35 80 5Q FT SQ. FT. SQ. FT. SQ. FT. UNLE55 NOTED OTHERWISE. 2X9�r I BF. BDRM. 3 " I �, BDRM. 2 1R-1SH 8'-8" CLC. I B 0 8'-8" CLC. -LE (CARPET) I `tip W--- t 2'-10" (CARPET) ,�11 W_ -1 3-0 I _ LF N lJl LAv. SIT. RM. (TILE) (CARPET) — — ? BF. 8 I , -n N 0 0 I (CARPET) _ i I 3-0 (V -' /,,-21-611 111 _ 1®II cv -41151-411 5 �LLL}LLL� N V I� ----__-- ARCH Il 2'-0" . -t— L—"J- � Jj l 3 -SH 21-411 8'-10" N W Lu sDs'M m BATH u 8'-a" GLC. ILAV. L (CARPET) - m .o m OWNER'S SUITE (CARPET) N cp �-- 0. BATH (TILE) mo N ul 36"x60" 211 STEEL PIP WH. A/C PLATI-ORM BOLLARD GOND. 141-411 0 � I Q L --J 2 ZQ �. o I 6 l o • z I �d LAv. INo N _ \D N m KITCHEN C' I m -1 8'-8" GLC. Q I (TILE) ,nLi I- fi J RAN( d) L 14'-411 2'-4' I m 4'-0" — — ——� — �' BF. WC. —JL 5�1 �1�1 � DINING 0„ _ ROOM Nm _ &,-all GLG. �, A/C R/A (CARPET) 3, 011 '-011 �I_41I / II tp 11' - 011 Ln Z LA_U_ND R_ _ � 0 COPT , COPT , `y W II D. �9 NICHE 'dill( 1 41-01 111 LIVING FOYER ROOM 8 (tILE)G 8'-8" GLG. `Q (CARPET) —MT 35 -SH STONE.–/ARCHED TOP 1ELEV. 11511 I L„+ 11 4 IID" Q 14'-011 ---- — — — — — — — — 0 " �t tP1VTRV 16'-0" X' 1-0" O.N. STONE: ELEV. ." D'1 r22" X _54" ATTIC I LAGGEBS J 191 _ Q 11 GARAGE CLC. 41-/ II //•J�jj 1 _611 _ o11 1K✓ 1-01111 0-011 ' - yC/'1 201-011 401-011 FLOOR PLAN ELEVATION B S'-8" BEARING HEIGHT THROUGHOUT ELEVATION "A" 4 "B" 0 H.B. 11111111111111111 MODEL SPECIFICATIONS GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNFINSHED • WINDOW SILLS TO BE OPTIONAL MASTER AND SECONDARY BATH TO RECEIVE 36" MIRROR TILE LINE-- --- a o NI OFF BACKSPLASH LIVING GARAGE ENTRY ELEV. 'All "B" "E' 4 ENTRY ELEV. "C" 4 "D" ----- SQ. FT. SQ. FT. SQ. FT. SQ. FT. 3-0 TOTAL ELEV. IIA II IIBII'IIE II 4 k TOTAL ELEV. "G" 4 I'D" PATIO OPT. COVERED PATIO IIF -r" 2400 2483 35 80 5Q FT SQ. FT. SQ. FT. SQ. FT. UNLE55 NOTED OTHERWISE. 2X9�r I BF. 1R-1SH -----� -LE � NOOK `tip W--- t 2'-10" 8'-10" ,�11 W_ -1 _' I _ LF N lJl LAv. SIT. RM. (TILE) (CARPET) — — ? 8 0 0 I (CARPET) _ i I 3-0 (V /,,-21-611 111 _ 1®II 21 _211 Q _/ 121 _�II KJ SL/ -41151-411 5 �LLL}LLL� N V I� ----__-- ARCH Il 2'-0" . -t— L—"J- RM. m .o m OWNER'S SUITE (CARPET) N cp �-- 0. BATH (TILE) mo N ul 36"x60" 211 STEEL PIP WH. A/C PLATI-ORM BOLLARD GOND. 141-411 0 � I Q L --J 2 ZQ �. o I 6 l o • z I �d LAv. INo N _ \D N m KITCHEN C' I m -1 8'-8" GLC. Q I (TILE) ,nLi I- fi J RAN( d) L 14'-411 2'-4' I m 4'-0" — — ——� — �' BF. WC. —JL 5�1 �1�1 � DINING 0„ _ ROOM Nm _ &,-all GLG. �, A/C R/A (CARPET) 3, 011 '-011 �I_41I / II tp 11' - 011 Ln Z LA_U_ND R_ _ � 0 COPT , COPT , `y W II D. �9 NICHE 'dill( 1 41-01 111 LIVING FOYER ROOM 8 (tILE)G 8'-8" GLG. `Q (CARPET) —MT 35 -SH STONE.–/ARCHED TOP 1ELEV. 11511 I L„+ 11 4 IID" Q 14'-011 ---- — — — — — — — — 0 " �t tP1VTRV 16'-0" X' 1-0" O.N. STONE: ELEV. ." D'1 r22" X _54" ATTIC I LAGGEBS J 191 _ Q 11 GARAGE CLC. 41-/ II //•J�jj 1 _611 _ o11 1K✓ 1-01111 0-011 ' - yC/'1 201-011 401-011 FLOOR PLAN ELEVATION B S'-8" BEARING HEIGHT THROUGHOUT ELEVATION "A" 4 "B" 0 H.B. 11111111111111111 MODEL SPECIFICATIONS GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNFINSHED • WINDOW SILLS TO BE OPTIONAL MASTER AND SECONDARY BATH TO RECEIVE 36" MIRROR * VANITY MIRRORS TO BE RAISED — — SQ.]F'T. CALC.'S OFF BACKSPLASH LIVING GARAGE ENTRY ELEV. 'All "B" "E' 4 ENTRY ELEV. "C" 4 "D" 1970 406 "F" 24. 101 SQ. FT. SQ. FT. SQ. FT. SQ. FT. • ALL DOORS ARE &'-5" HIGH TOTAL ELEV. IIA II IIBII'IIE II 4 k TOTAL ELEV. "G" 4 I'D" PATIO OPT. COVERED PATIO IIF -r" 2400 2483 35 80 5Q FT SQ. FT. SQ. FT. SQ. FT. UNLE55 NOTED OTHERWISE. * VANITY MIRRORS TO BE RAISED — — — — — —_ OFF BACKSPLASH • ALL DOORS ARE &'-5" HIGH UNLE55 NOTED OTHERWISE. � `tip 3 -SH '-4" 2'-10" 8'-10" ,�11 W_ N lJl LAv. SIT. RM. 8 0 0 I (CARPET) _ i I 3-0 � I BF. -41151-411 5 411 1'-411 I� ----__-- ARCH O P SITTING RM. .— ------ - _ ---- 3068 � I b- LEVATION- 26 -SH 26 -SH ENTRY --- 13'-4" CLCx. 1011 51- 411 31-011 1_011 AI_/11 STONE ELEV.*I ------------_ _ _411 --_ —_—_ 11-411 II -211 <t 11 1 -4 11'-6" 20'-10" 5 -4 I 16 "X16" BASE LU/5Q. TAPERED COLUMN ABV_ E— — — — — 99 C99 & 99 D 99 7 9'-4 " BEARING HEIGHT THROUGHOUT ELEVATION "C" 4 "D" ( X21_311 10'-0" 2-1'-9" a_l ------- II I x6 POST I COVERED I IQ I PATIO I I 81-811 GLG. .41-511 v 16' -411 5068 S.G.D. AGtIvE— C ® P ATIO 141- 011 I --------------- 4x4 4x4 I POST POST I I i I COVERED PATIO 14'-0"X12'-011 101 1 17 ■ ----- C Vh"ED PATIO *8'-8" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 IV *9'-4" SEARING HEIGHT THROUGH OUT ELEVATION IIGII 4 IID II A R C H I T E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 JVHDIV. 8e LOT: TUS C A SOUTH LOT#32 PRO JEC T# 1703.00 MODEL: 1970" GARAGE SWING: RIGHT PAGE: ]FLOOR PLAN rARCHITECT aTATE OF FLORIDA nuc 2 DATE: 12/23/09 SCALE: 1/4"=V-0" SHEET 2 OF %r...YSTONE 1l'-4" BUILDING HrzT.OL - — — — — — A 3/4'=1'-0' 12 5 CRICKET 301, DECO. LOUVER AS 13'-0" BRG. H64T.O, a'-8° �1�t. _ A _ — — "' — a' -a" G. Nit. 11-011 .4 a" RAISED BAND (TYP.)- ® ® RAISED BAND (TYP.) �t RAISED STUCCO 0'-0" FIN. FLR. 0'-0" FIN. FLR.J, FRONT ELEVATIO-"N TEXTURED FINI5H o -COV. PORCH 1 - A 11 0'-0" FIN. FLR.�, 12 5t-7�:� REAR ELEVATION TEXTURED FIN15H l 8' - a" BRCa. NC%T. 1-0II 0'-0" FIN. FLR. 1 A R C H IT E C TS L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SVBDIV. & IAT: TUSCA SOUTH LOT#32 PROJECT# 1"703.00 MODEL: 1970" GARAGE SWING: RIGHT PAGE: ELEVATION 11 A" FRONT & REAR f ARCHITECT=TE OF FLORIDA t f 3 ik JAM CANTWELL NO 12079 10 mmo" DATE: 12/23/09 SCALE: 1/411—f-01) SHEET � A o3Er 16 v /21-4111 I0'-0" FIN. 1 OFF-i,IDGE VENT mm In V-0" FIN. FLR.,F, I� I ZJ I I z:j 1 12 OFF -RIDGE VENT OFF -RIDGE VENT 0FF-RIDGE VENT 5�— a' -a" BRG. HGT. 0'-0" FIN. FLR. LEIFT ELEVATION TEXTURED FINISH OFF -RIDGE VENT OFF -RIDGE VENT ,6 8'-S" BRG. HGT. I V -S- BRG. HGT. I o ill�51 2 -4 cs� 0'-0" FIN. FLR. I V-0" FIN. FLR. � 1 1 I I I ELEVAT10""N �V� P ®RCS TEXTURED FINISH � 511'1. A R C H IT E C TS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SVHDIV. & LOT: TUSCA SOUTH LOT#32 PROJECT# 1703.00 MODEL: „1970„ GARAGE SWING: RIGHT PAGE: ELEVATION A" LEFT &. RIGHT ARCHITECT: STATE OF FLORIDA 3 2009 DATE: 12/23/09 SCALE: 1/4"=V-011 SHEET 4 Aor gyp, HEADER SPAN CHART CONNECTOR SCHEDULE 5'-0" TO SIMPSON 5TORT' APPLICATION DES. UPLIFT GRAVITY FASTNER }, META -16 1450 (1) 10d x 1 1/2 1 -PLY/ (6) Ibd 2 -PLY SIZE 1985 (I0) 10d x 1 1/2 1 -PLY META Z 0 (2) -16 1900 (14) Ibd 2 -PLY N HETA-16 1810 (9) 10d x 1 1/2 I -PLY/ (B) Ibd 2 -PLY d g HEtA-20 1810 09) 1001 x I I/2 t -PLY/ (e) 1601 2 -PLY NUMI5ER OF FULL LENGTH STUDS (2) HE7A-20 2035 (10) 10d x 1 1/2 1 -PLY 2500 (12)]6d 2 -PLY SIZE MGT + 3965 lU 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 1227 10d TO WOOD CLEAR SPAN HGT-2 + 10980 1 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD x 6 x 8 x 10 x 12 HGT-3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD LTA1 1420 (12) 10d x 1-1/2' QL VGT 4940 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4' X 3' TO WOOD (Y)1KaT(2-PLT(9-PLY) 1185/8890 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SPS 1/4' X 3' TO WOOD MTS -12 1000 (14) 106 x 1 1/2 HTS -16 1150 (16) 10d x 1 1/2 HTS -20 1450 (24) loci x 1 1/2 LSTA-12 ++ 925 (10) ted LSTA-IB ++ 1235 (14) 10d (/► MSTA-18 ++ 1315 (14) 10d E- MSTA-24 ++ 1640 (ib) I0d M MSTA-36 ++ 2050 1 (26) 10d ~ MST[ -31b (36) 10d x 1 1/2 MSCI -48 (48) 1001 x 1 IR H6 (8) 8d TO PLATES, (8) Sd TO STUDS gp4, (6) I0d x 1 1/2' TO STUDS t A33 (4) 10d TO BEAM (4) 10d TO POST. HCP2 (6) I0d x 1-1/2' HIO (16) 8d x 1-1/2 ABU 44 2200 6665 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN l' EMBED J IN CONC. (I2) lbd TO WOOD V) ABU 66 2300 12000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC., (12)1601 TO WOOD TTI9 +++ 1340 (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC (B)10d TO WOOD I-TT205 1625 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC (2J BOLT TO WOOD V Z HTT-16 +++ 3955 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (18)16d X 2 1/2 TO WOOD HTT-22 +++ 4165 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EM5ED.)IN CONC., (32n6d TO WOOD HI4DQII-SD8 2.5+ 11,445 (1) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN GONG., (24)SDS a' x ' WOOD SCREWS WD -1 6480 (1) 1/8' A.B. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC (30V STUD BOLTS TO WOOD MBHA 3.56/11.25 3415 5330 (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, (18)10d TO BEAM V) 14USC412 (WOOD) 3240 2510 (FLOG (I0) Ibd TO HEADER, (10) 1601 TO WOOD 3140 (ROOF) Lil 0 HUC410 (CMU) 1810 5085 18-1/4' x 2-3/4' TITER ( 9 PER FLANGE) TO CMU (10) I0d TO WOOD z d r HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/1-ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT 18 GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST 5E PILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2' 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 H +++ MINIMUM EMBEDMENT INTO THE TOP OF A 5OND5EAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' o A.T.R. - A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / 44M GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2009' , 'HIGH WIND -RESISTANT CONSTRUCTION C-14WO5-R', T-ANCH0RSPEC01, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE t MASONRY CATALOG C-2009. MIN HEADER SPAN CHART MINIMUM WALL AND HEADER ,STT1D REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0" TO SINGLE 5TORT' APPLICATION 4'-11 1/2 11 1/2" AND UP SIZE T3 — CLEAR 5PAN DBL 2 DBL 2 D15L 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-4" 5'-4" TO '1'-0" -1'-0" TO 10"-0" 10'-0" ANDOVER TWO STORY APPLICATION DOWN STAIRS 3 NUMI5ER OF FULL LENGTH STUDS SIZE CLEAR SPAN Dk L 2 DBL 2 DBL 2 D5L 2 x 6 x 8 x 10 x 12 UP TO 5'/-0" 5'-0" 6 TO '-4" 6'-4" TO S"-0" V-0" AND OVER MINIMUM WALL AND HEADER ,STT1D REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0" TO 8'-0" U.N.O. 4'-11 1/2 11 1/2" AND UP NUMBER OF HEADER 5TUD5 T3 — SUPPORTING END OF HEADER 1 2 3 NUMI5ER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED B`I' SIMPSON 5TR'ONG-TIE OR EQUAL, U.N.O. 2. T`rPIGAL HURRICANE STRAPS ARE A5 FOLLOWS, U.N.O: TRU55 TO MASONRY/CONCRETE SHALL BE META -16 * FLOOR JOIST TO MASONR`r/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRU55 TO WOOD FRAMING SHALL BE MTS -12 3.TRU55 TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRU55 MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'5 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 GUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-1201 HAND DRIVES 6 EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU55 AS PER APA REQUIREMENTS. 2x4 I/I6 " 0.5.5. u 4 2x4 ALLOW FOR DRIP EDGE AT BOTTOM T'*l''P_ FALSE 5EA1"1 SCALE- NT5 ... e...,..... a._. ...__ 7T;T11711 a ii 01 1 1 1 F I I I 11 10A ii ii � � I I I II II I II I II II LA LA Ll Ll 11 11 L J5 — H9 — I — H15 H1 -I H19 — T1 — — T — — 1 T1 T1 — — T1 — — T1 — — — T1 — — T1 — — T1 — — — — T1 — T1 — — — T1 — — — 71 — — = TI T1 TI L11 T5 iNt- IN F-22" X 54"— — I ATTIC L ACCESS lu (Y T4 _-- ROOF FRAMING PLANil '"i J T4GE I 2X10 13M TO 6X6 POST 1 (2) MSTA-24 POST TO SLAB A5U-66 HUC410<{VTA4fDCON-5 HUC410 W/8 -%,"X2" ��UJ/8-3��°X2TAPCON5 C4 (4 \PER FLANGE) PER FLANGE) (DCOU® PORCH SOUTHERN TRUSS 03/30/09 A R C H IT E C T S Design Grou nc . .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup-com AA #: 0003325 SU33DIV. do LOT: TUSCA SOUTH LOT#32 PROJECT# 1703.00 MODEL.- "1970" ODEL:"1970" GARAGE SWING: RIGHT PAGE: TRUSS PLAN A" & „ B„ ARCHITECT: STATE OF FLORIDA Drr, / ? LL DA'Tk: 12/23/09 SCALE: 1/4"=1'-0" SHEET 2-xTo- 5m C1=1--- - T3 — I I �x QL T3 HUC410<{VTA4fDCON-5 HUC410 W/8 -%,"X2" ��UJ/8-3��°X2TAPCON5 C4 (4 \PER FLANGE) PER FLANGE) (DCOU® PORCH SOUTHERN TRUSS 03/30/09 A R C H IT E C T S Design Grou nc . .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup-com AA #: 0003325 SU33DIV. do LOT: TUSCA SOUTH LOT#32 PROJECT# 1703.00 MODEL.- "1970" ODEL:"1970" GARAGE SWING: RIGHT PAGE: TRUSS PLAN A" & „ B„ ARCHITECT: STATE OF FLORIDA Drr, / ? LL DA'Tk: 12/23/09 SCALE: 1/4"=1'-0" SHEET ELECTRICAL LEGENC) SYMBOL DEFINITION NOTES 2'FLUORESCENT 125V OUTLET 20 AMP �JJ IIOV OUTLET SMOKE 4' TRACK LIGHT 1 © 1/2 OF OUTLET CONNECTED 4 110V OUTLET WIRED TO OS.D• SMOKE DETECTOR BATT. BACK-UP - INREDR- SWITCH W/ HARDWIRE INTER - 1200 DISPOSAL EQUIPED WITH FAULT CONNECTED 6GROUNNr) 110V OUTLET SMOKE DETECTOR SHALT- BE A GFI 14 (TAMPER RESISTANT DISTCE OP NOT 30/2 1,9 4 WIRE TWEN ® 220V OUTLET CONNECTION FROM WALL EXTERIOR GROUND FAULT PENDANT WATERPROOF INTERRUPTER 4500 OUTLET 30/2 12,14 SWITCH TELEPHONE A/C CONDENSER SWITCH 3 -WAY OPER ! 4 SWITCH 4 -WAY OPER 20/1 WALL DISCONNECT 9 MOUNTED AIR GOND. LIGHT A/C 19(05 SQ. FT. CEILING LIGHT 21 TO 29 14 5895 VAPOR `0)VP TV. L GOOF JACK r- \ RECESSED TOTAL LESS A/C LOADS `�� CAN 38895 SUPPORTED OBE J 1 CFM PER Q) VENT. FAN sQ. Ft. W/ BOX MARKED VENT. FAN 1 CFM PER AS SUCH FOR W/LIGHT 50. FT. INSPECTION 2' LIGHT STRIP CEILING FAN/LIGHT 4' LIGHT STRIP ® CSSED 4' REE FLUORESCENT LIGHT 2 -BULB WRAP AROUND 2'FLUORESCENT CB -1 4' FLUORESCENT VA SMOKE 4' TRACK LIGHT 1 © PANEL CONNECTED 15/1 METER 14 OS.D• SMOKE DETECTOR BATT. BACK-UP - INREDR- h TT T TAT rl Tll i PRE - W I RE CLG. FAN I � OPT. SITTING RM. (Pju OPT. OWNER'S BATH *19I0 -R LOAD INFORMATION BATT. BACK-UP DESCRIPTION CB W/ HARDWIRE WIRE VA SMOKE INTER- 1 S D DMOUNTED R CONNECTED 15/1 2 14 BATT. BACK-UP DISHWASHER 15/1 CARBON W/ HARDWIRE INTER - 1200 DISPOSAL MONOXIDE/ CONNECTED 14 5/CO SMOKE DETECTOR SHALT- BE A 5 14 COMBO DISTCE OP NOT 30/2 1,9 10 TWEN RANGE 40/2 8,10 FROM WALL 12000 WATER HEATER PENDANT 11,13 10 4500 LIGHT 30/2 12,14 10 TELEPHONE A/C CONDENSER . JACK 10 3061 WATER HEAT. 20/1 WH DISCONNECT 4500 AIR GOND. A/C 19(05 SQ. FT. DISCONNECT 21 TO 29 14 5895 LIGHTING/RECEPTO 3 WATTS TELEVISION TV. JACK TOTAL LESS A/C LOADS CEILING BOX REQUIRED TO 38895 SUPPORTED OBE J J -BOX IN ACCORDANCE 10000 REMAINDER PER NEG -220-30 (5) W/ BOX MARKED 28895 4090 AS SUCH FOR A/H UNITS PER NEC -220-30 (C) (5) INSPECTION 659.1 CEILING FAN/LIGHT CEII-ING BOX REQUIRED TO E,E SUPPORTED TOTAL VA IN ACCORDANCE W/ BOX MARKED AMPS 120 AS SUCH FOR INSPECTION FLOOD LIGHT 21500 HEAT PUMP LOAD PER NEC -220-30-W10096 OPTIONAL KP SECURITY TOTAL VA KEYPAD PUSH- FOR 4P1. BUTTON CHIMES NOTES - r* LOCATION OF TV JACKS 4 PHONE OUTLETS * 4 FANS TO 5E VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARG FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI 0 ISLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL * BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(1=5C 2001,RESIDENTIAL CODE TABLE M15063) * LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL 5E NON METALLIC CA5LE AS N.E.G. 2008 ARTICLE 300.(5) (2) * ALL RECEPTACLES TO 5E TAMPER- RESISTANT TYPE h TT T TAT rl Tll i PRE - W I RE CLG. FAN I � OPT. SITTING RM. (Pju OPT. OWNER'S BATH *19I0 -R LOAD INFORMATION DESCRIPTION CB CKT WIRE VA LAUNDRY/WASHER 20/1 1 12 1500 -fteFRIGERATOR 15/1 2 14 1200 DISHWASHER 15/1 3 14 1200 DISPOSAL 15/1 4 14 1000 MICROWAVE/HOOD 15/1 5 14 1500 DRYER 30/2 1,9 10 5ro00 RANGE 40/2 8,10 S 12000 WATER HEATER 30/2 11,13 10 4500 A/C AIR HANDLER 30/2 12,14 10 8000 A/C CONDENSER 30/2 15,11 10 3061 SMALL APPIANCE CIRUITS 20/1 18,19,20 12 4500 19(05 SQ. FT. 15/1 21 TO 29 14 5895 LIGHTING/RECEPTO 3 WATTS TOTAL LESS A/C LOADS 38895 38895 IST 10000 10000 100% 10000 REMAINDER PER NEG -220-30 (5) 28895 4090 11558 A/H UNITS PER NEC -220-30 (C) (5) 110(01 659.1 -l194 TOTAL VA 28752 AMPS 120 CALCULATION IF HEAT PUMP 15 USED TOTAL VA IN PANEL LESS A/C LOAD 21500 HEAT PUMP LOAD PER NEC -220-30-W10096 1106-( 32581 TOTAL VA AMPS 13(0 NOTES *8 COPPER OR % ALUMINUM IS ACCEPTABLE ON A 40 AMP BREAKER FOR THE RANGE. O BEDROOM CKTS TO HAVE ARC FAULT 5RKS. COMBINATION TYPE REQUIRED WP. \ GF i I I ENTRY I I .-- IW T IIH' \ T / \ T T a 1 NT 7' r. 99 (2) * 4/0 XHHW ALUMINUM CONDUCTORS (1) * 2/0 XHHW ALUMINUM NEUTRAL. (1) * 4 XHHW ALUMINUM EQUIP` -GRD � A 99D 99 GARAGE7— 1 Z METER 1POWER COMPANY STAL NEMA 3R COMBO VERIFY PEDEDISCONNECT 150 AMP OL LOCATION AND 120/240 VOLT / 8GFI METER CAN 42 CIRCUITS CLG. OUTLET M MLO LIVING - / ROOM \ I INTERSYSTEM BOND I SERVICE BY 150 TERMINAL AT LOW / \ �j I I OTHERS AMP VOLTAGE CONNECTIONS PHONE / DATA CA5LE / TV — — — — — — — — WEATHER WEATHER --------------- — PROOF 50X PROOF 50X PB FOR CHIMES _ OPT. COACH LIGHTS ` ` — -- -- — -- — "' OPT. COACH LIGHTS 4 SWITCH 4 SWITCH (1) * 4 THHN/THWN COPPER SERVICE GROUND — — — — — — GRADE L INE CONNECTED TO CONCRETE ENCASED ELECTRICAL, P FOOTER STEEL PER NEC 2008 250.52(3). SCALE: NTS NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. 5/8"DIA X 8FT LONG COPPER GROUND ROD COACH L IGHTS 4 SWITCH A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA * 0003325 9UBDIV. & LOT: TUSCA SOUTH LOT#32 PROJECT# 1'703.00 MODEL: 19'7 0" GARAGE 8WING: RIGHT PAGE: ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA 2 Y2009 DATE: 12/23/09 SCAT :1/4"=1'-0" =SHEET OF�� 0 (1) 5 MBAR VERTICALLY W/ CONC. PouR CELL R-4,2 NSULATION z TEXTURED FINISH i a w a' CMU J 1/2' GYP. WL. BD. I WOOD BASE p z ip 4' CONC, RE NK W/ 6'xb* *10 ULL" OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON d WELL-COMPACTED CLEAN TERMITE TREATED FILL z� Q} 4" S. 4" M V 1'-4" (2) 5 REBAR ON CHAIRS 1 -STORY FOOTING 1 W BLOCK WALL SCALE: 1/2' -l' -O' rw■. IF M - 4' CONC, REINK W/ 6'x6' 010/10 WWM OR NBERMESH ON 4' 6 -MIL POLY ETHYLENE VAPOR aBARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL (1) 5 REBAR ON CHAIRS 4- THICKEN EDGE SCALE: I/1' • I'-0" C m d °. �4-CONC, REINF. W/ 6"xb'10 WW'I OR FIBERI"IESH ON 6 -MIL POLY 4: ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL GARAGE STEP-UP 5 NON-BEARING SC E: 1/2 - -0' GRADE 4 . ` . 4' CONC, R£ INF. W/ 6'xb' '10 WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE i TREATED FILL s4" 81 all 4" 4" 5 REBAR ON CHAIRS � CON�REITE ®PAD POURED LINTEL CONT. (TYP.) a' GMU FILLED CELL lTYP.) ;� 2X WALL FRAMING r; (4)K'X1' ANCHOR BOLTS or (4)VX1' J -501 -TO MIK 5' EMBEDMENT W/ 2'X2'X1/S' WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 15 BLOCK WALL CONNECTION '(1)'5 REBAR SET IN SIMPSON HIGH z STRENGTH EPDXY 1' EMBED. MIN. 1- 4' CONC, REINF. W/ 6'x6"10 WWM OR d a a FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL TYP. RETROFIT FOR A OMITTED DOWELS SCALE: I/2' • 1'-0" SECURE BT. PLATE TO BLK W/ I' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSCN HIGH STRENGTH EPDXY T EMBED. MIN. a 32" OC MAX. dCONC, REINF. W/ 6'x6''10 WWM OR FIBEWEOH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL COMPACTED CLEAN TERMITE in TREATED FILL 4.I $II 41I II_41I (2)'5 REBAR ON CHAIRS 1 -STORY FOOTING AT L.B.W. W UPLIFT SCALE: 1/2"■ I'-0' STUDS 16' O.C. MAX 5 1!1' a HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ ANCHOR BOLT W/ 2' WASHER SET IN W SIMPSON HIGH STRENGTH EPDXY 1' Q EMBED. MIN. a 32' OC MAX. 4' CONC, REINF. W/ 6'x6''10 WIJ11 OR 1FIBERME5H ON 6 -MIL POLY z v ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL 1 -4" (2)'5 FM15AR ON CHAIR.- GARAGE HAIRSGARAGE STEP-UP 6 1 -STORY L.B.W. I RECESS FOR Sfa.D. TRACK N FINISH FLOOR Lu 4 B 4 A as a 10 SLAB AT S. G. D. SCALE: 1'-1'-0' CAULK AND SEAL GAS LINE I }' PVC SLEEVE FOR GAS LINE B a, CMU �1/2' DRYWALL _/-WOOD BASE SECURE BT. PLATE TO SLAB W/ J' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY t' EMBED. MN. a 32' OC MAX. 4. Q. xd 4" GONG, RE INF. W/ 6'x6' '10 WWM OR FIEiERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON po WELL -COMPACTED CLEAN TERMITE "^ U TREATED FILL I' -!D" 4' (3)'5 REBAR ON CHAIRS II_a. 2 -STORY FOOTING 2 AT L.R1�9 ALI 1/ SECURE BT. PLATE TO SLAB W/ 10d CUT NAILS/ MASONRY NAIL a 32' O.C. MAX a • 4' CONC, REINF. W/ 6'x6' 010 WW`1 OR FIBER'1ESH ON 6-11I1- POLY U' ETHYLENE VAPOR BARRIER ON 1 WELL -COMPACTED CLEAN TERMITE 41I all TREATED FILL 41. I,_4" !2) i5 MBAR ON CHAIRS 1 -STORY FOOTING rq_aAT L.B.W. (WL NO -UPLIFT) � �..l, SCALE: I/2' ■ I'-0" 5 1/2' a HEAD OF GARAGE RECESS FOR I VARIES WITH SLOPE R-11 INSULATION MIN. SECURE BT. PLATE TO SLAB W/ }' W/ GONG. FOUR CELL 4" GONG., REINF. W/ 6'xb' '10 ULM OR ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EXTENDED SLAB 1 1/2' CURB HEIGHT VARIES FIBER`1ESH ON 6 -MIL POLY EMBED. MIN. a 32' OC MAX. I/Z' RECESS FOR SERVICE DR W CURB HEIGHT VARIES Q WELL -COMPACTED CLEAN TERMITE } TREATED FILL 4' CONC, RE INF. W/ 6'x6' MO WWM OR (1) 5 REBAR ON CHAIRS � �---�»---«---»rte TO HORIZATIONAL ANCHOR BOLT W/ 2' WASHER SET IN "Oo ap 0 SIMPSON HIGH STRENGTH EPDXY 1' m p °'■. • 4' CONC, RENF. W/ 6'x6''10 WWM OR T iA r VARIES PER ELEV. 4' CONC, REINF. W/ 6'x6' 010 WWM OR FIBERMESH ON 6 -MIL POLY FIBERMESH ON b -MIL POLY ETHYLENE VAPOR BARRIER ON 4' CONIC, REINF. W/ 6'x6' "10 WWM OR 4 4 ETHYLENE VAPOR BARRIER 14" FIBERMESH ON 6 -MIL POLY GROUTED BOND BEAM �*'14'\ WELL -COMPACTED CLEAN TERMITE ETHYLM-i£ VAPOR BARRIER ON 4 WELL -COMPACTED CLEAN TERMITE TREATED FILL s 6' 6' TREATED FILL z 11 all (3) 5 REBAR ON CHAIRS l2) +5 REBAR ON CHAIRS 0 TREATED FILL mu GARAGE STEP-UP SLAB AT GARAGE lb A 2 -STORY L. B. W. SERVICE DOOR 11 GARAGE DOOR FOOTING SCALE: 1/2' • 1'-0' 9_my_uSED�� RECESS FOR I GARAGE DOOR R-11 INSULATION MIN. VARIES PER ELEV. W/ GONG. FOUR CELL 4" GONG., REINF. W/ 6'xb' '10 ULM OR STUDS 16' O.G. MAX FIBER`1ESH ON 6 -MIL POLY p 1 0. 1/2' GTP. WL. BD. ETHYLENE VAPOR BARRIER ON CURB HEIGHT VARIES Q WELL -COMPACTED CLEAN TERMITE w TREATED FILL 4' CONC, RE INF. W/ 6'x6' MO WWM OR (1) 5 REBAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE: 1/2' • 1'-0' 9_my_uSED�� (1) 5 REBAR VERTICALLY W/ CONC, POUR CELL ? 6' cMu �- CURB HEIGHT VARIES z . v 1. 1 F 4 4' CONC, RE INF. W/ 6'x6' X10 WWM OR 1=115ERMESH ON 6 -MIL POLY_ ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL Z 4' a' 4' (2)'9 REBAR ON CHAIRS s'I-4' in11 " 1 -STORY FOOTING 8 AT GARAGE G LE: lie' • -0 (1) 5 REBAR VERTICALLY W/ CONC, POUR CELL R-4.2 INSULATION Z TEXTURED FINISH 77a, CMU A 1/2' GYP. WL. BD. I WOOD BASE m 4' CONC, RE INF. W/ 6'x6' 010 WWM OR ! FIBERMESH ON 6 -MIL POLY ° ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL )= j (3) 5 REBAR ON CHAIRS s41I 6. 6. 41' II_all 2 -STORY FOOTING gNI BLOCK !�L LSCALE: 1/2"= tl£ VERTICAL REBAR TO HORIZATIONAL REBAR W/ a' HOOK GROUTED BOND BEAM 4 ° C a° AS LINE THRU BLOCK ON CHAIRS g�G (-ST2-ST ORY SCALE: I'.I'-0' (3)'5 REBAR ON CHAIRS (U 5 REBAR VERTICALLY W/ CONIC, POUR CELL R-4.2 INSULATION a' CMU I/2' GYP. WL. BD. z WOOD BASE 0.W CLEANOUT REQUIRED a° w 4' CONC, RINK W/ 6'x6'010 WWM OR ^ FOR INSPECTION dI 70 FIBERMESH ON 6 -MIL POLY z ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL 7 I, 0'-0' FIN. FLR I: lZJ 5 REBAR a 1 -STORY z. (3) 5 REBAR a 2 -STORY f I , 4° ° ° TIE VERTICAL REBAR LA VERT. DOWEL °d LAPPED W/ BOND BEAM �16 1 b' PVC CHASE THRU FOOTING ° ° a � TO HORIZ4TIC7NAL Q - --�- a REBARHOOK ° OUTSIDE 5 REBAR TO BE 11) REBRS AR AT CORNE CONTINUOUS .. °. 4 W/ 25' LAP MIN. 4 4 °W .� .." a > I -STORY T ° s 41I SII 41I (2) 5 REBAR ON CHAIRS in s II_41I 2 -STORY (3) 5 REBAR ON CHAIRS 2'-I' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL REBAR LAP AT FOOTING C AT LINTEL CORNERS D W BLOCK WALL E REINFORCING SCALE: 1/2' ■ 1' -0' SCALE: I/Z' • I'-0' SCALE: 1/2'-1'-0' SCALE: Imo' ■ 1'-0' ALL, ]EXT]ER.IO ]EZ Yo 0 TEIRS AT F_ ITS IS I -I S L,A13' S 70 ]BE MITT. 12" -REL,O W LT]LsTDIs Ti.-T]ER-R-P,D S O IL TEXTURED FINISH R-11 INSULATION MIN. STUDS 16' Or- MAX 1/2" GYP. WL.'BD. w WOOD BASE z SECURE BT. PLATE TO BLK W/ ANCHOR BOLI W/ 2' WASHER SET IN m SIMPSON HIGH STRENGTH EPDXY 1' p EMBED. MIN. a 32' OC MAX. r- ° d ° a d 4' CONC, RE INF- W/ 6"x6''10 WLM OR FIBERMESH ON 6 -MIL POLY ° ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL l3) 05 REBAR ON CHAIRS P4'4. bl. 6" 4. 1'-6' 2 -STORY FOOTING 3A W/ FRAME !ALL SCALE=I/2"=V TEXTURED FINISH GROUTED BOND .BEAM (1) 'S REBAR VERTICALLY R-11 INSULATION MIN. VARIES PER ELEV. W/ GONG. FOUR CELL STUDS 16' O.G. MAX V CMU z 1/2' GTP. WL. BD. CURB HEIGHT VARIES Q WOOD BASE w 4' CONC, RE INF. W/ 6'x6' MO WWM OR SECURE BT. PLATE TO BLK W/ }' z e TO HORIZATIONAL ANCHOR BOLT W/ 2' WASHER SET IN ap 0 SIMPSON HIGH STRENGTH EPDXY 1' m p EMBED. MIN. a 32' OC MAX. r VARIES PER ELEV. 4 4. 4' CONIC, REINF. W/ 6'x6' "10 WWM OR FIBERMESH ON 6 -MIL POLY GROUTED BOND BEAM ° ETHYLM-i£ VAPOR BARRIER ON 4 4 WELL -COMPACTED CLEAN TERMITE 4d 4.d ° TREATED FILL E d n W 14"', 5' 4" #_\_ins (2) 5 REBAR ON CHAIRS CLEANOUT REQUIRED 1 -STORY FOOTING 3 W FRAME WALL SCALE: I/Z' ■ I'-0' (1) 5 REBAR VERTICALLY W/ CONC, POUR CELL ? 6' cMu �- CURB HEIGHT VARIES z . v 1. 1 F 4 4' CONC, RE INF. W/ 6'x6' X10 WWM OR 1=115ERMESH ON 6 -MIL POLY_ ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL Z 4' a' 4' (2)'9 REBAR ON CHAIRS s'I-4' in11 " 1 -STORY FOOTING 8 AT GARAGE G LE: lie' • -0 (1) 5 REBAR VERTICALLY W/ CONC, POUR CELL R-4.2 INSULATION Z TEXTURED FINISH 77a, CMU A 1/2' GYP. WL. BD. I WOOD BASE m 4' CONC, RE INF. W/ 6'x6' 010 WWM OR ! FIBERMESH ON 6 -MIL POLY ° ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL )= j (3) 5 REBAR ON CHAIRS s41I 6. 6. 41' II_all 2 -STORY FOOTING gNI BLOCK !�L LSCALE: 1/2"= tl£ VERTICAL REBAR TO HORIZATIONAL REBAR W/ a' HOOK GROUTED BOND BEAM 4 ° C a° AS LINE THRU BLOCK ON CHAIRS g�G (-ST2-ST ORY SCALE: I'.I'-0' (3)'5 REBAR ON CHAIRS (U 5 REBAR VERTICALLY W/ CONIC, POUR CELL R-4.2 INSULATION a' CMU I/2' GYP. WL. BD. z WOOD BASE 0.W CLEANOUT REQUIRED a° w 4' CONC, RINK W/ 6'x6'010 WWM OR ^ FOR INSPECTION dI 70 FIBERMESH ON 6 -MIL POLY z ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL 7 I, 0'-0' FIN. FLR I: lZJ 5 REBAR a 1 -STORY z. (3) 5 REBAR a 2 -STORY f I , 4° ° ° TIE VERTICAL REBAR LA VERT. DOWEL °d LAPPED W/ BOND BEAM �16 1 b' PVC CHASE THRU FOOTING ° ° a � TO HORIZ4TIC7NAL Q - --�- a REBARHOOK ° OUTSIDE 5 REBAR TO BE 11) REBRS AR AT CORNE CONTINUOUS .. °. 4 W/ 25' LAP MIN. 4 4 °W .� .." a > I -STORY T ° s 41I SII 41I (2) 5 REBAR ON CHAIRS in s II_41I 2 -STORY (3) 5 REBAR ON CHAIRS 2'-I' MIN. LAP PIPE THROUGH TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL REBAR LAP AT FOOTING C AT LINTEL CORNERS D W BLOCK WALL E REINFORCING SCALE: 1/2' ■ 1' -0' SCALE: I/Z' • I'-0' SCALE: 1/2'-1'-0' SCALE: Imo' ■ 1'-0' ALL, ]EXT]ER.IO ]EZ Yo 0 TEIRS AT F_ ITS IS I -I S L,A13' S 70 ]BE MITT. 12" -REL,O W LT]LsTDIs Ti.-T]ER-R-P,D S O IL TEXTURED FINISH R-11 INSULATION MIN. STUDS 16' Or- MAX 1/2" GYP. WL.'BD. w WOOD BASE z SECURE BT. PLATE TO BLK W/ ANCHOR BOLI W/ 2' WASHER SET IN m SIMPSON HIGH STRENGTH EPDXY 1' p EMBED. MIN. a 32' OC MAX. r- ° d ° a d 4' CONC, RE INF- W/ 6"x6''10 WLM OR FIBERMESH ON 6 -MIL POLY ° ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL l3) 05 REBAR ON CHAIRS P4'4. bl. 6" 4. 1'-6' 2 -STORY FOOTING 3A W/ FRAME !ALL SCALE=I/2"=V 0 I TREATED FILL 4.° Z �--- aOF ° F " (3)'5 R.E15AR ON CHAIRS zw 41I bll bll 4 2 -STORY FOOTING 8 A AT GARAGE SCALE: I/2"=1' -m" g_Kj_jjSED_ GROUTED BOND .BEAM (1) 'S REBAR VERTICALLY VARIES PER ELEV. W/ GONG. FOUR CELL V CMU z CURB HEIGHT VARIES Q w A TIE VERTICAL REBAR 4' CONC, RE INF. W/ 6'x6' MO WWM OR ° e TO HORIZATIONAL FIBERMESH ON 6 -MIL POLY ap 0 REBAR W/ B' HOOK ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE 0 I TREATED FILL 4.° Z �--- aOF ° F " (3)'5 R.E15AR ON CHAIRS zw 41I bll bll 4 2 -STORY FOOTING 8 A AT GARAGE SCALE: I/2"=1' -m" g_Kj_jjSED_ HORIZONTAL/VERTICAL REINFORCING AT DREA RING CHANGE SCALE: 1/2' ■ 1'-0' ARCHITECTS GDesign roup Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU391DIV. & LOT: TUS C A SOUTH LOT#32 PROJECT# 1"703.00 MODEL: 11 1 70" GARAGE SWING: RIGHT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA ,- 2 3 2000 JAME CANTWELL A 12079 11 M*4 DATE: 12/23/09 SCALE: 1/4"=19-0" GROUTED BOND .BEAM VARIES PER ELEV. TIE VERTICAL REBAR ° e TO HORIZATIONAL REBAR W/ B' HOOK - VARIES PER ELEV. a GROUTED BOND BEAM 4 4 4d 4.d ° d n W CLEANOUT REQUIRED FOR INSPECTION N 0'-0' FIN. FLR TI£ VERTICAL MBAR a TO HORIZATIONAL REBAR W/ S' HOOK W ms HORIZONTAL/VERTICAL REINFORCING AT DREA RING CHANGE SCALE: 1/2' ■ 1'-0' ARCHITECTS GDesign roup Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU391DIV. & LOT: TUS C A SOUTH LOT#32 PROJECT# 1"703.00 MODEL: 11 1 70" GARAGE SWING: RIGHT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA ,- 2 3 2000 JAME CANTWELL A 12079 11 M*4 DATE: 12/23/09 SCALE: 1/4"=19-0" PANEL ANCHOR SEALANT 0 o a SEALANT 3/8" -EXPANSION STRIP Q v 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 1 PANEL ANCHOR STYLE CONSTRUCTION LINTEL PLATE 3/8' EXPANSION STRIP FREE OF MORTAR LINTEL SEALANT TO BE MIN. 1/2" DEEP _..._• SEE NOTE EXPANSION STRIP PANEL ANCHOR GLASS BLOCK NOTE: THIS DIMENSION IS DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS BLOCK. PANEL REINFORCING a 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 RE INFORCING MORTAR ASPHALT EMULSION 1-3/4' X 20 GAUGE X 24" LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL SECURE 2x6 MIN. TO BLK W/ (2) ,�' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 4' EMBED. 2X4 SECURED TO GABLE END W/(2)12d-mEA. UPRIGHT T/ I 2x4 SECURED TO © GABLE ENG W/(2)12d 6'-8' O.C. 0 SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS. L-30 -s SIDES: 0 GABLE BLOCKING 2X(o GARAGE DOOR BUCK W/ (3) TRUSS 2x4 BLOCKING �"X8" J -BOLTS 4" EMBEDMENT MIN. 6 EA. RAFTER W/ VXVXI® WASHER AND NUT L-30 EA. SPACED EVENLY FROM FLOOR TO RAFTER GARAGE DOOR HDR IN JOINTS H2.5 EA. PRIOR TO FILLING. RAFTER 1-2X6 PT BLOCK A CENTER OF DOOR HEADER W/(1) Y2'XS' J -BOLTS 2x4 RAFTER 0 24'O.C. 4' EMIBEDMENT W/ 2'X2 "XY8' WASHER AND NUT 2x4 FRAMING 0 (TYP) GARAGE DOOR 3 BUCK ATTACHMENT SCALE: 1/2'=I'-0" NOT USED U q FRAMED OVERHANG 2X4 DBL TOP PLATE 2x4 METAL STUD 24' O.G. 1/2" DRY WALL 2X4 16' O.G. MAX 2X4 PT. BT. PLATE 1/2' A.B W/ •+.: , MIN. i' EMBEDMENT 2' DIA. WASHER 32' O.G. MAX S REBAR CONT. 9 WOOD FRftE TO BLK. SCAL"=1'-0' 1 A PLAN 1/2'=1'-0" VIEW SCALE: SPARK ARREST PER MANUFACTURER IX2 PT. TOP OF BOX DBL. TOP PLATE — 2X4 STUD TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON O.S.B. SHEATHING OR j' CDX PLYWOOD PRE. ENCS. TRUSS SIMPSON H-5 (MIN.) a 2X4 TO TRUSS PRE. ENCS. TRUSS 81=4 OR H-5 TOP PLATE TO STUDS !'-0" ABV. 10"-0' LEVEL TO ROOF :)R 2'-0' ABV. HIGHEST RIDGE WITHIN 10'-0' SIMI-SON H-5 (MIN.) a 2X4 TO TRUSS 1 CHIMNEY DETAILS SCALE: 1/2' -l' -O" PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING: PLAN DOUBLE TOP PLATE CRIPPLE STUDS a 16' O.G. MAX SIMPSON LSTA-12 Q EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS -0 16" O.C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN J' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY 0 A TIME. USE 12d NAILS, TWO WITHIN 6" FROM EACH END 4 NO MORE THAN 12' O.G. STAGGERED SP4 OR H5 a TOP AND BOTTOM PLATES a EA. FULL LENGTH STUD, 50TH 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/ 5DOOR OPENING WD FRAMED SCALE: 1/2"=1'-0' NAILING SCHEEDULE ROOF DIAPHRAGM USE i/16" O.S.B. OR 1/2' CDX PLY WITH +'8 RING SHANK GUN NAILS AT 4' O.G. AT SUPPORTED PANEL EDGES AND 05 RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS a 4' O.G. EXTERIOR SHEATHING USE 7/16" O.S.B. OR I/2' PLY WITH 08 RING SHANK GUN NAILS AT 6' O.C. AT PANEL SIDES AND 06 RING SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM PANEL AND 08 RING SHANK GUN NAILS AT 6" O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. NAL L fREaU f fiRE1-ENTS SIZE HEAD LENGTH DIA. TENSILE STIR 8d ROUNDMODIFIED 1 1/8' .113 110000 OR T 10d ROUNDMODIFIED 2 1/8' .128 1-70,000 �ro OR T TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS STAPLE, NAIL 4 TOOL ASSOCIATION 1. 0.113 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 fROOF SHEATHING; LA"i"OUT AND ENDWALL 5RACING FOR G,415LE ENF7 FIR Ai I ING Emm � 'l-</ omm mmm PRECAST L ROUGH OPENING UP TO 8'-0' �ro 7L00 PRECAST SILL Emm omm mmm SECURE 2x TO BLOCK W/ (2) a' TAPGONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 1 J") WITHIN 8' OF EACH a END AND 18" O.G. MAX M LL SPACING. m O.S.B. SHEATHING OR—� ' CDX PLYWOOD 2x4 BLOCKS CMU WALL 6 ARCH WINDOW FRAME A SECTION N O T EE : TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT ® OPENINGS V RING SHANK GUN NAILS a 4' O.C. TOP 4 BOTTOM EDCGE$ 0 N PRE • ,-. �.._ �. ��� e� �-, TRUE MTS - 1/16 " 2X4 BTM. PLA' MTS- 32'C TS- 32'C PRE - TRUSS 2X4 DBL. TOP PLATE 2x4 STUD 16' O.C. 'f /16" 05.8. 1/2'A.5. W/ MIN. 1" EMBEDMENT LOCATE 6"-8" FROM ENDS AND 32" O.C. MAX. TEXTURED FINISH META-Iro S' CMU WALL KNEE WALL DETAIL TO BLOCK SCALE: 1/2'=1'-0" 2X4X4' SECURE TO TRUSS W/ 3-12d 6"-8" O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d SECURE TO BLK W/ META -1(o 2'-0" EXT: SCALE: 1/2"=1'-O' B RING SHANK GUN NAILS a 6" D.G. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) 08 2' DECK SCREWS 6 W-8" O.G. MAX a EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE -ENG. TRUSS --'' DBL. 2X TOP PLATE i 2X BLOCKING m TOP OF 2X STUDS 16" O.G. MAX. 2X BTM. PLATE Lu 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS `0 2X4 a TOP 4 BOTTOM CONT_ HETA-16 BLK WALL Q CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK. W/ 1/4' GAP FROM BLK. t0 O.S.B_ ® HORIZONTAL 2X S.Pr-. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN 0 REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING -6 TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF I(o' FROM SHEET BELOW 0 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: 1/2' = I' - 0' A R C H I T E C T S Design Group �nc_ 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 svHDIV. 8e LAT: TUSCA SOUTH LOT#32 PROJECT# 1703.00 MODEL: "19'0" GARAGE SWING: RIGHT PAGE: misc. DETAILS ARCHITECT: STATE OF FLORIDA SEC 2 /iq� DA :/ 12/2309 Sc :1/4"=1'-0" SIUMET 1) 2 or � FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN 2x4 BLOCKING BETWEEN OVER *15 FELT PAPER ONF1 EiRGLASS SHINGLES TRUSSES AT FIRST TWO BAYS TRUSSES AT FIRST TWO BAYS OVER #15 FELT PAPER ON 4'-0" O.C. (AT SHEATHING O.S.B. SHEATHING OR 77 4'-0" O.C. (AT SHEATHING CDX PLYWOOD SECURED SEAMS) 16 O.S.S. SHEATHING OR 2" SEAMS) PER NAILING SCHEDULE CDX PLYWOOD SECURED PRE -ENG GABLE TRUSS PRE -ENG GABLE TRUSS PER NAILING SCHEDULE P.T. Ix2 W/ MTL. DRIP EDGE2x4 NAILER MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED W/ (2) 2x4 SUB -BAND 126'5 a EACH TRUSS FIBERGLASS SHINGLES CONT. 2x4 RAT RUN SECURED 2x4 SUB -SAND TO BE INSTALLED Mlp_ POINT OF OVER *15 FELT PAPER ON ALUM. SOFFIT W/ (2) 126'5 s EACH TRUSS ALUM. SOFFIT;: TRUSS SPAN, OR 10'-0" O.C. MAX. _1" O.S.B. SHEATHING OR 1" TO BE INSTALLED MID. CDX PLYWOOD SECURED STIFFBOVE 4 ALL UPRIGHTS POINT OF TRUSS SPAN, OR OVER 4 10 HIGH (SEE STIFFBACK AT ALL SEE ENERGY CODE FORMS PER NAILING SCHEDULE SEALED ENG. FOR SIZE 4 10' -O" O_G. MAX. UPRIGHTS OVER 41-1011 FOR INSULATION R -VALUES. CONDITION.) HIGH (SEE SEALED ENG. $" GYPSUM BOARD OR SEE ENERGY CODE FORMS FOR SIZE 4 CONDITION.) HIGH STRENGTH CLG. SEE ENERGY CODE FORMS PRE -ENG TRUSS � O.S.B. SHEATHING OR FOR INSULATION R -VALUES. 16 . ATTACHED O.S.B. SHEATHING OR �" BOARD FOR INSULATION R -VALUES_ GDX PLYWOOD MTL. DRIP EDGE s„ „" GYPSUM BOARD OR GDX PLYWOOD. ATTACHED 2x4 NAILER GR1 8 GYPSUM BOARD OR HIGH PER NAILING SCHEDULE ON HIGH STRENGTH GLG. PER NAILING SCHEDULE ON STRENGTH CLG. BOARD SHEET DS 2x4 SUB -BAND Q BOARD SHEET D5 2x4 m 24" O.C. INTERIOR KNEE WALL VENTED ALUM. SOFFIT GONG_ FILLED LINTEL SLK/S" THICK 3 COAT CEMENT GONG. FILLED LINTEL BLK W/ (1) S RESAR CONTINUOUS /s THICK, 3 COAT CEMENT PLASTER OVER GRADE - W/ C1) #5 fi�'ESAR CONTINUOUS PLASTER OVER GRADE CONC. FILLED LINTEL B LK W/ (1) 05 REBAR CONTINUOUS PRECAST LINTEL "D" FELT PAPER BACK "D" FELT PAPER BACK EMBED. STRAP VERIFY W/ METAL LATH OVER R-4.2 BATT. INSUL_ METAL LATH OVER TRUSS PLAN R-4.2 BATT, INSUL. APPROVED HOUSE WRAP PRECAST LINTEL APPROVED HOUSE WRAP PRECAST LINTEL WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT AS OR GRADE "D" FELT VL WINDOW ATTACHMENT AS "THICK, 2 GOAT CEMENT PER MANUFACTURES PAPER PAPER PER MANUFAGTUR ES PER MANUFACTURES PLASTER APPLIED SPECIFICATIONS WEEP SCREED SPECIFICATIONS WEEP SCREED SPECIFICATIONS DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL 2) PRECAST SILL (SEE DETAIL 2) PRECAST SILL (1) REBAR VERTICALLY SECURE GABLE TO 2x(o P.T_ CI) 5 REk3AR VERTICALLY SECURE GABLE TO 2x(o P.T. (1) S REBAR VERTICALLY W/ CONC. POUR CELL PLATE W/ 12d's 6" O.C. MAX W/ CONC. POUR CELL PLATE W/ 126'5 8 O.C. MAX W/ GONG. POUR CELL 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO IQ 1x2 P_T_ FURRING STRIPS SECURE 2x(o PT. PLATE TO I1x2 P_T_ FURRING STRIPS '� i� O.C. LK W/ 2"x9" ANCHOR BOLT W/ leo" O.C. O.C. BLK W/ 2"x9" ANCHOR BOLT W/ '� 2" WASHER SET IN SIMPSON 2" WASHER SET IN SIMPSON --6" GMU 8 CMU ( 6 GMu I HIGH STRENGTH EPDXY -1" HIGH STRENGTH EPDXY i" 1/2" GYP. WL. BD. 1/2 GYP. WL. BD. EMBED, MIN. 32" OC MAX. 1/2 GYP. WL. BD. EMBED. MIN, e 32 OC MAX. WOOD SASE A-1 WOOD BASE WOOD BASE ° ° 1"TH ICK 2 COAT CEMENT ° ° 2"TH I CK, 2 COAT GEMENT 2 PLASTER APPLIED ° PLASTER APPLIED 4 l a I a DIRECTLY TO MASONRY ° a ° ° I a DIRECTLY TO MASONRY o m a a ° a q a 4 1 -STORY GABLE 1 -STORY 1- STORY GABLE W/ VAULT CLG. B LO C K WALLSCA BLOCK WALL BLOCK WALL SCALE. 3/4"=1'-0` 1A : 3/4"=V-0` SCALE: 3/4"=V-0" 0LE 2x4: ® 2x4: ® 2x4: SECURE TO BLOCK W/ 346' SECURE TD BLOCK W/ SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 MIN. EMBEDMENT 149 MIN. EMBEDMENT 1 Y4'J WITHIN 8' OF EACH END 4 WITHIN S' OF EACH END 4 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 18' O.C. MAX SPACING. 18' O.C. MAX SPACING. S' CMU 2X6: ® 2X6: ® 2X6: ® NOTE: STRUCTURAL 2X MUST )J' DRYWALL SECURE TO BLOCK W/2 -3i6' NOTE. STRUCTURAL. 2X MUST SECURE t0 BLOCK W/2 -3(b' SECURE TO BLOCK W/1-1/4' BE ON OUTSIDE 4 SECURED i"X4" OR 1"X2' P.T. NAILER TAPCON5 OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN THROUGH NON-STRUCTURAL. (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL. (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 %' TAPCON MIN. 14' Ix4 P.T. OR %"X4' MIN. SECURE MIN. HEAD SIZE 300 3G,' TAPCON MIN. 144" MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 EMBEDMENT INTO BLOCK. THRU FRAME 4 EXTEND 1-Y4' MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK MIN. EMBEDMENT 1 Y4") %" TAPCON MIN. I -Y4' MIN. EMBEDMENT 1 Y4') INTO BLOCK W/ %&' TAPCONS WITHIN 8' OF EACH END 4S" CMU WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK. WITHIN S' OF EACH END 4 S" CMU x/16" O.S.B. OR "CDX OR DRIVE PIN 18' O.G. MAX SPACING. 1e' O.G. MAX SPACING. S" CMU 18' O.C. MAX SPACING. "DRYWALL (MIN- SHANK SIZE .145 Pi Y' DRYWALL MIN. HEAD SIZE .300 2XS: 2X8: ® Ji' DRYWALL. 2X8: TYYEK BUILDING WRAP MIN. EMBEDMENT I -Ya' SECURE TO BLOCK W/2-3(� I X4 OR I X2 +P.T. NAILER SECURE TO BLOCK W/2 -3(b' SECURE TO BLOCK W/1-1/4" I'X4' OR I"X2' P -T. NAILER WITHIN 8' OF EACH END 4 18" TAPCONS OR DRIVE PIN )fc,' O.S.B. X 4 MIN. TAPCONS OR DRIVE PIN 1'X4 OR i X2 P.T. NAILER TAPCONS OR DRIVE PIN 3fb' O.5.B. X 4' MIN. PAPER SACK D.C. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 GALVD MTL. LATH DOOR CASING , DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Ya") ----DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') DOOR JAMB DR WINDOW MIN. EMBEDMENT 149 ATTACH TO 2X PER ATTACH TO 2X PERWITHIN EACHENDATTACH TO 2X PER TEXTURED DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHO.C.MARX EACH ND 4 MANUFACTURES DETAILS. 8' O.0 MAX SPACING. 4 MANUFACTURES DETAILS. ATTACH TO 2X PER IS O.C. MAX SPACING. FINISH a WOOD MANUFACTURES DETAILS. WOOD ° WEEP SCREED NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED t0 PLUMB JAMB (p0 NOT EXCE#=p Y4") NOTE: SHIM AS NEEDED t0 PLUM5 JAMB (p0 NOT EXCEED Ya") CONSTRUCTIONDOOR 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" p WINDOW TO BLOCK +3/4 OR +5Z4 WINDOW TO BLOCK +1-15 16" WINDOW TO BLOCK +3" G WINDOW TO BLOCK +3-7 16" Z Q A SCALE: 1°=1'-0' `� SCALE: I"=1'-0' SCALE: I'=I'-0" � J 2X4: CM 2X4: ® 2X4: ® 2X4: CM S GMU SECURE TO BLOCK W/ 3i6' SECURE TO BLOCK W/ Wk.' SECURE t0 BLOCK W/ WW SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 1/2" TEXTURED (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 FINISH a MASONRY MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1)4') MIN. EMBEDMENT 1 Ya') NOTE: STRUCTURAL 2X MUST MIN. EMBEDMENT 1 Y4') WITHIN S' OF EACH END 4 WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END < BE ON OUTSIDE 4 SECURED WITHIN S OF EACH END 4 18' O.C. MAX SPACING. 18'O.C. MAX SPACING. 18' O.C. MAX SPACING. THROUGH NON-STRUCTURAL 18' O.C. MAX SPACING. 2X6: ® 2X6: ® 2X8: ® %" TAPCON MIN 1-Y4' 2X6: SECURE TO BLOCK W/2-%' SECURE TO BLOCK W/2 -We.- NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-%' EMBEDMENT INTD BLOCK SECURES OR DRIVEECURE TO BLOCK WA -1 4 NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN TAPGONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN all CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 F1 WEE CREEDF1 MIN. HEAD SIZE 300 W6' TAPCON MIN. 1-Y4' MIN. HEAD SIZE 300 )�' DRYWALL. MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Ya") MIN. EMBEDMENT 1 Ya') EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4") I'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT 1 Y49%," TAPCON MIN. I -Y4' �/�% WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 8' CMU WITHIN 8" OF EACH END 4 WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK. DETAIL WOOD 0 ®I� T V 18' O.C. MAX SPACING. 18" O.G. MAX SPACING. 18' O.G. MAX SPACING. 2ND 2X SECURE t0 18' O.C. MAX $PAGING. S" GMU 8' CMU Y DRYWALL STRUCTURAL MEMBER W/(2)12d 2X8: 2X8: 2X8: ® WITHIN 8' OF EACH END 4 6' 1�' DRYWALL 2X8: ® X�' DRYWALL 1"X4' OR I'X2' P.T. NAILER s � SECURE t0 BLOCK W/1-1/4' LOCK CONNECTION SECURE TO BLOCK W/2-/{6 , SECURE TO BLOCK W/2-%' SECURE TO BLOCK W12 -3W TO 8' O.G. MAX I'X4' OR I"X2' P.T. NAILER s TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 1X4 OR 1'X2' P.T. NAILER TAPCONS OR DRIVE PIE 1 P.T. X 4 MIN. TAPCONS OR DRIVE PIN (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 CASING DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Ya) ATTACH tO 2X PER ATTACH TO 2X PER MIN. EMBEDMENT 1 Ya") ATTACH TO 2X PER MIN. EMBEDMENT 1 Ya J POOR JAMB OR WINDOW WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN $' OF EACH END 4 MANUFACTURES DETAILS. WITHIN S OF EACH END 4 18' O.G. MAX SPACING. 18' O.G. MAX SPACING. 18' O.G. MAX SPACING. 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. 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 Y4") NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/,4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +1-1/2 D WINDOW TO BLOCK +2 1 4 WINDOW TO BLOCK +3 H WINDOW TO BLOCK +3 3/4" SCALE; I =1 -0 SCALE: I"=I'-0' SCALE: I"=1'-0° SCALE: I'=1'-0" A R C H I T E C T S DesorGroup 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUDDIV. & LOT: TUS C A SOUTH LOT#32 PROJECT# 1'703.00 MODEL: "1970" GARAGE SWING: RIGHT PAGE: MONOLITHIC 1 -STORY WALL SECTIONS & NOTES CARCHITECT: STATE OF FLORIDA C 3 2000 JAMES A TWELL AR O 12079 DATE: 12/23/09 SCALE: 1/4 01=1'-0" FIBERGLASS SHINGLES OVER 1*15 FELT PAPER ON -" 0.5.1 . SHEATHING OR 2" CDX PLYWOOD SECURED PER NAILING SCHEDULE PRE -ENG TRUSS MTL. DRIP EDGE 2x4 SUB -BAND VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS O.S.S. SHEATHING OR CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5. THICK, 3 COAT CEMENT PLASTER OVER GRADE "D" FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE "D" FELT PAPER NOTE: SHEATHING MUST NOT BREAK 11-01, MIN. FROM 2ND FLR LINE 2x4 CONT. a TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FOR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP 5CREEr� (SEE DETAIL 2A; EMBED. STRAP VERIFY W/ TRUSS PLAN 1"THICK, 2 COAT CEMENT PLASTER APPLIED D IRECTL'r TO MASONRY 2—STORY FIRST FLOOR BLOCK SECOND FLOOR FRAME SCALE: 3/4"=1'-0" 2x STUDS -w 16 O.C. MAX W/ R-11 BATT. INSUL. MIN. " T 4 G 5U5FLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE - ENG FLOOR TRUSS SIMPSON HETA-16 EMBED. STRAP -0 32" O.C. MAX VERIFY W/ TRU55 PLAN GYPSUM BOARD OR° HIGH STRENGTH CLG. BOARD Qa 4 �00 ,EE ENERGY CODE FORT" 18 OR INSULATION R -VALUES. 11 GYPSUM BOARD OR 41GH STRENGTH CLG. 3OARD 'W15T STRAP VERIFY W/ 'RUSS PLAN UINDOW ATTACHMENT AS SER MANUFACTURES �PECIF I GAT IONS UINDOW SILL ?x STUDS s 16" O.C. MAX W/ z-11 BATT. INSUL. MIN. f �11T 4 G SUBFLOOR GLUED 4ND NAILED AS PER SAILING SCHEDULE =RE -ENG FLOOR TRUSS `INSTALL PER MFG, SPECS.) 3" GYPSUM BOARD OR 1" N IGH STRENGTH CLG. BOARD :ONC. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS R-4.2 BATT. INSUL. PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPEC IF ICAT IONS PRECAST SILL (1) *S REBAR VERTICALLY W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS 16 " O.C. 8" CMU 1/2" GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 1°15 FELT PAPER ON 1116" O.S.B. SHEATHING OR "" CDX PLYWOOD SECURED PER NAILING SCHEDULE MTL. DRIP EDGE 2x4 SUB -BAND ALUM. SOFFIT 5TIFF5ACK AT ALL UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ S"x6" THRU-BOLTS 6 32" O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 126's 8" O.G. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON HTC4 -w 24" O.G. MAX WINDOOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS -1 O.S.B. SHEATHING OR " CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5 /8II THICK, 3 COAT CEMENT PLASTER OVER GRADE "D" FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE "D" FELT PAPE R - NOTE: SHEATHING MUST NOT S REAK 1' - 0" MIN. FROM 2ND FLR LINE 2x4 CONT. 6 TOP AND BT. OF FLR TRU58 (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT, 2x4 15 FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2A) EMBED. STRAP VERIFY W/ TRU55 PLAN 2"THICK, 2 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MA50NR'Y 2 -STORY GABLE FIRST FLOOR BLOCK. SECOND FLOOR ]FRAME SCALE: 3/4"=I' -O" 1-1 0.8.8. SHEATHING OR 2" CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET DS 1 "THICK, 3 COAT CEMENT a PLASTER APPLIED TO METAL LATH OVER 2 LAYERS OF GRADE D BUILDING PAPER OR PAPER SACKED LATH OVER AN APPROVED HOUSE WRAP L 2x4 CONT. a TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 15 FOR WALL _R: SHEATHING NAILER) n< WEEP SCREED (SEE DETAIL 2A) EMBED. STRAP VERIFY W/ TRU55 PLAN ""THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRI' FLOOR CONNECTION AT PARALLEL/ PERPENDICULAR PRE—ENG FLOOR TRUSS SCALE: 3/4"=V-0" 2x STUDS 6 16" O.G. MAX W/ R-11 BATT. INSUL. MIN. J" T 4 G SUBFLOOR GLUED AND NAILED A5 PER NAILING SCHEDULE PRE -ENG FLOOR TRUSS B" GYPSUM BOARD OR ;" HIGH STRENGTH GLG. BOARD CONC. FILLED LINTEL BLK W/ (1) *'S iREBAR CONTINUOUS WOOD CONSTRUCTION 2x4 SLOGKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) PRE -ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 126's s EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R -VALUES. i" GYPSUM 50ARD OR �" HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS WINDOW SILL 2x STUDS 6 16" O.G. MAX W/ R-11 BATT. INSUL. MIN. 4" T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE - ENG FLOOR TRUSS ( INSTALL PER MFG. SPECS.) J" GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) '*5 REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALL"r W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS Is 1(0 " O.C. 8" CMU 1/2" GYP. WL. BD. WOOD BASE -1/16" O.S.B. OR i" CDX -TYVEK BUILDING WRA PAPER 5,4C< -CiALV'D MTL. LATH -1/8" TEXTURED FINISH -a WOOD -WEEP SCREED z p- 3 8" GMU 1/2" TEXTURED F IN I SH ,s MASONRY WEEP SCREED DETAIL C) WOOD TO `�A LOCK CONNECTION '`' SCALE- 1 1/2"=V-0" -O A R C H I T E C T S DesmirgnGroup 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU'3330IV. & LOT: TUSCA SOUTH LOT#32 PROJECT# 1703.00 MODEL: "1970" GARAGE SWING: RIGHT PAGE: MONOLITHIC 2— STORY WALL SECTIONS GARCHITECT: TATE OF FLORIDA DI -C(2 3 2099 LL DATE: 12/23/09 SCALE: 1/4"=1'-0" SHEET D4OF1 *NOTE: NAIL SHEATHING TO ALL 2X 45 PER EXT. SHEATHING NAILING, 86 4" O.C. MAX s EDGE5 4 &"-S" O.C. MAX IN THE FIELD PRECAST HEADER(MIN) 2 X 4 (MN 2 X 3) 1-3/16 TAPCON ARCHWAY DETAIL DBL. TOP PLATE SECURE 2 X RIP TO FIT PER NAILING SCHEDULE A SCALE: 1/2' =1'-0' OR DRIVE PIN (MIN SHANK SIZE.145 DBL. TOP PLATE W/2-12dS 6"-8' O.G. MAX. MIN HEAD SIZE 300 2X4 16' O.C. MAX. 126's 0 EACH TRUSS (DIAGONAL 1/8" TEXTURED FINISH MIN EMBEDMENT 1 1/4') FF �" GYPSUM BOARD OR 1/16" OSB SHEATHING 8' FROM EACH END AND 18'1 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 1/8" TEXTURED FINISH 2 X 4 16' O.G. MAX. O.G. MAX. MIN 1-1/4' FMBEDMENTi-w DIAGONAL BRACE TO BE 0 ANY SPAN 15'-0" OR GRATER REFER TO lWl-IFN OVER 16' IN HIECsHT.) 2 X 6 (MIN 2 X 3) 2-3/16 TAPCONN= OR DRIVE PIN (MIN SHANK SIZE.145Ws OF-CURE SECURE 2X4 W/ 2-�{6' 7/16' OSB SHEATHING 2 X 4 (WHEN OVER 16" IN HIEGHT-) MIN HEAD SIZE 300 OR DRIVE PIN 8' FROM EACH END AND IS' 1/4" TEMPERED MA50NITE MIN EMBEDMENT 1 1/4") (MIN. SHANK SIZE .145 MIN. 9 GABLE X -BRACING GLUE 4 NAIL W/Sd'S s' -1a" O.C. 8' FROM EACH END AND 18' __T_LEMBEDMENT HEAD SIZE 300 MIN. 16" IN HEIGHT.) IF NEEDE=D. O.C. MAX. MIN 1-1/4' F1'1BEDMENT 1 Y4' W/IN 8' SECURE MIN EMBEDMENT 1 1/49 2 X 8 (MIN 2 X 3) 2-3/16 TAPCONN EA. END NOT TO EXCEED ATTACHMENT PER 2 X SOLID i3LK'G 0 ARCH OR DRIVE PIN (MIN SHANK VZE.145 18' O.G. MAX N��n�z� MTL WDW FRAME SECURE W/2 -12d EACH END MIN HEAD SIZE 300 2X4 SOLID BLOCKING 1/4' ATTACHMENT PER SECURE TO SHEATHING W/ MIN EMBEDMENT 1 1/4') MANUFACTURER'S SPECS. MIN. 2-12d PER BLK EA. END 8' FROM EACH END AND 18' MTL WDW FRAME O.G. MAX. MIN 1-I/4' EMBEDMENT '1/16' OSB SHEATHING 2x4 SOLID -NOTE NO GAP 0 WDW FRAME DBL. TOP PLATE 2X4 16' O.C. MAX. SECURE 2X4 TO WOOD W/2-126 0 6"-8' O.C_ STAGGERED SECURE 2X4 W/ 2-W&' TAPGONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4' W/IN 8' EA. END NOT TO EXCEED 18' O.C. MAX 2X4 SOLID $LOCKING SECURE TO SHEATHING WITH MIN. 2-12d PER BLK EA. END 3)EXTERIOR ARCHWAY SCALE: 1/2 " =1' -0' CMU WALL ARCHWAY DETAIL 1 16" AND UNDER SCALE=: 1/2"-1'-0' (D )(6" O.S.B. OR)5' PLYWOOD SHEATHING 2U *15 BLDG. FELT �3 24' WIDE 26 GA. GALVANIZED METAL FLASHING MUST ADD 01910, 36' WIDE AND AND MUST BE A MIN 24' WIDE METAL. FIBERGLASS SHINGLES P -FAB TRUSS 1/2' CLG. BOARD 4 TEXT. E SIMPSON SP4 2X4 DBL. TOP PLATE 0 EVERY I/2" DRYWALL OTHER STUD 2X4 WOOD STUDS 016' O.C., U.N.O. ON TRUSS PLAN 2X4 CONT. STRESS BLOCKING MID -WALL 2X4 PT. PLATE SIMPSON SP4,w 32' O.G. MAX 1/2'X9' A.B. 32' O.G. 1" EMBEDMENT ir ° LCONC. SLAB ° 2 05's CONT. 1 -STORY 6 INT. BEARING WALL SCALE: 1/2'=1'-0' NOTE. FOR WALLS W/NO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. BLOCKING SECURE TO SHEATHING WITI- MIN. 2-12d PER BLK EXTERIOR ARCHWAY EA. END WITH WINDOW SCALE: 1/2"=1'-0' PRECAST HEADER(MIN) B 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/491 8' FROM EACH END AND 18' O.G. MAX. MIN 1-1/4" EMBEDMENT 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/49 S' FROM EACH END AND 18' D.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 1/16' OSB SHEATHING MIN EMBEDMENT 1 1/41) 2X4 16' O.C. MAX. 8' FROM EACH END AND 18' (WHEN OVER 16' IN HEIGHT.) O.G. MAX. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ MIN. 2-12d PER BLK EA. END ARC gWAY DETAIL 16 AND UP SCALE- I/2"=1'-0' /`1CLOSED VALLEY FLASHING DETAIL N.T.S. PRE -ENG TRUSS )OUBLE TOP PLATE !x GONTINOU5 STRESS BLOCKING, MID WALL !x STUDS 0 16' O.G. MAX T 4 G SU5FLOOR GLUED AND NAILED AS PER MAILING SCHEDULE ST FLOOR 5TUD5 TO TND FLOOR STUDS 51MPSON MSTA-36 0 32' D.G. MAX PRE -ENG FLOOR TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRE=SS BLOCKING MID WALL 2x STUDS 0 16' O.C. MAX 1/2' GYP. WL. BD. SECURE BT. PLATE TO SLAB W/ 9'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1" EMBED. MIN. SIMPSON SP4 0 32' O.G. MAX 7 INT. 2 -STORY L.B.W. SCALE: 1/2"-1'-0' TO EXCEED 1/4' 77 ARCHWAY DETAIL CUTAWAY PER NAILING SCHEDULE A SCALE: 1/2' =1'-0' 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON TRUSS OR DRIVE PIN (MIN SHANK SIZE.145 (2) 2x4 '"2 S.Y.P. DIAGONAL BRACE W/ (3) MIN HEAD SIZE 300 126's 0 EACH TRUSS (DIAGONAL MIN EMBEDMENT 1 1/49 EXISTING BLK ABY. 8' FROM EACH END AND 18" �" GYPSUM BOARD OR O.C. MAX. MIN 1-1/4" EMBEDMENT 1/4' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 1/8" TEXTURED FINISH OR DRIVE PIN (MIN SHANK $IZE.145 DIAGONAL BRACE 0 CENTER OF 7RU55 SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE 0 ANY SPAN 15'-0" OR GRATER REFER TO MIN HEAD SIZE 300 TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 7/16' OSB SHEATHING MIN EM5EDMENT 1 1/49 30'-1' TO 60'-0' (3) X -BRACE= (1) X -BRACE 0 CENTER AND (2) 2 X 4 16' O.C. MAX. 8' FROM EACH END AND IS' DORMER (WHEN OVER 16' IN HEIGHT.) O.G. MAX. MIN 1-1/4' EMBEDMENT 9 GABLE X -BRACING 2 X 4 (WHEN OVER 16' 2 X S (MIN 2 X 3) 2-3/1(o TAPCON 16" IN HEIGHT.) OR DRIVE PIN (MIN SHANK SIZE.145 2 X SOLID BLK'G 0 ARCH MIN HEAD SIZE 300 SECURE MIN EMBEDMENT 1 1/49 8' FROM EACH END AND 18' ATTACHMENT PER MANUFACTURER'S SPI=C'S- O.C. MAX. MIN 1-1/4' EMBEDMENT MTL WDW FRAME 1/4' TEMPERED MASONITE 'NOTE: NO GAP 0 WDW FRAME • 12' O C TO EXCEED 1/4' GLUE t NAIL W/8d S 8 - IF NEEDED. ARCHWAY DETAIL B CUTAWAY SCALE: 1/2'-1'-0' ASPHALT SHINGLES OVER R 15 FELT ON 1/16' O.S$. PRE -ENG TRUSSES OR PRE -ENG GABLE TRUSS CONV. FRAMED RAFTERS SPF STIIFFBACK (SEE SF -ALD ENG. PACK FOR SIZE 4 CONNECTION) 2x4 SPIF BLOCKING BETWEEN TRUSSES At FIRST TWO BAYS 4'-0' O.G. (AT SHEATHING ' O.S.B. SHEATHING OR 77 GDX PLYWOOD SECURED CONT. 2x4 SPF RAT RUN PER NAILING SCHEDULE SECURED W/ (2) 12d's 0 EACH TRUSS 2x4 BLOCKING UNDER (2) 2x4 '"2 S.Y.P. DIAGONAL BRACE W/ (3) WALL STUDS SCURF 126's 0 EACH TRUSS (DIAGONAL BETWEEN TRUSS BAYS W/ X -BRACING TO COVER 5-TRU55ES (3) 12d's EACH ENP �" GYPSUM BOARD OR 2x DOUBLE TOP PLATE HIGH 57RENGTH CLG. STUDS 0 16' O.G. NOTE, BOARD MTS -12 0 EVER STUD DIAGONAL BRACE 0 CENTER OF 7RU55 SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE 0 ANY SPAN 15'-0" OR GRATER REFER TO 2x4 Bt. PLATE TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0' TO 30'-0" (1) X -BRACE 30'-1' TO 60'-0' (3) X -BRACE= (1) X -BRACE 0 CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END DORMER 8 MTTACTMENT 9 GABLE X -BRACING LE: =1'-0' SCALE: 1/2.=I' -O' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS Ix6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 126 NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS 1x8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS 0 EA. TRUSS RAFTER TO TRUSS MTS -12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE -ENG TRU55ES PRE -ENG. TRUSS ALTERNATE CONNECTION MSTA-24 RAFTER TO BLK'G BETWEEN TRUSSES 0'-0' TO 30'-0" (1) 'X' BRACE O 60'-0' (3) 'X' BRACE 30'-1' T (I 'X' BRACE *CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER * 15 FELT ON 1/16' O.S.B. (2) 2X4 02 SYP DIAGONAIL BRACE -� W/ 3-126 0 EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUSSE6 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRU56 SPF STIFFBACK (SEE SEALD ENCS. PACK FOR SIZE 4 CONNECTION) 1/16' OSB SHEATHING USE Sd NAILS At 4' o c. EDGE 4 6' o.c. FIELD 2X4 W/ 3/8' X 5 LAG 032" O.C. MAX. OR SIMPSON MSTA-24 0 32' O.G. MAX. SHEATHING NAILING TO BE 6"-8" O.G. IN FIELD 4" O.C.GALL EDGES W/Sd NAILS -ST DBL 2X10 ABLE END SCALE: 1/2' =1' -0" GOMMOM TRUSS 24' oz. 1/2" CLG. BOARD NAIL CONT. RAT RUN t0 TRUSS W/ (2) 12d 0 EA. TRUSS 2X4 5YP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16O.G. MAX. ROSS BRACING FINISH 6 LANDING 3/4" PLYWOOD F.F. 1 3/4" PLYWOOD WITH LANDING DETAIL 4 12-D COMMONS NAILED THRU 3/411 FINISH a LANDING PLYWOOD INTO 3/4" PLYWOOD F.F. EACH 5TRINGEi2 7 3-2x12 5YP STRINGER ' DBL 2X12 REINFORCED W/2X4 SPF OR JOR OIST W/CONT. BEAD OF SUB -FLOOR ADHESIVE PL -400 OR SIMILAR EA HORIZONTAL RUN 6ECURE TREADS TO STRINGER 5CREW5 a EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING NOTE: STAIRS RISERS TO CONFORM TO FBG 200' 2R+IT=24"-25" 3/16" MAX. VARIATION IN R15ER5/TREADS ADJACENT TO EACH OTHER 3/8" MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4" +-1/4" OR PROVIDE EQUIVALENT GRA5PA5I L ITY WINDERS- MIN. (o" WIDE e NARROW END MIN. 11" WIDTH e 12" FROM NARROW END 34" MIN. HANDRAIL HGT. 12° " 1115 UPLIFT SIMPSOM HTSM20 W/10 10d t0 TRUSS AND (4) 1/4' x 2 1/4' TAPGONS TO CONT POURED LINTEL M 2350 UPLIFT (2) S IMPSOM HTSM20 ONE EA. SIDE OF TRUSS OPPOSITE SIDE OF BLOCK W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE -ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2' APART 12 TRUSS ANICHOR RETROFIT 36" MIN. FINfSH WINDER DETAIL 2X12 TREAD CUT TO FIT ...---1X8 R15ER 1011 LESS THAN 4" TYP. BETWEEN SPINDLES II� (3) 10d CUT NAILS 2 X4 P.T. SLEEPER INTO SLAB NAND iiAIL 1/2" DRYWALL IXIO TRIM - 1" NOSING TYP- STAIR SECTION DETAILS SCALE: 3/4"=V-0" A R C H I r E c r s 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 STJ33DIV. LOT: TUSCA SOUTH LOT#32 PROJECT# 1703.00 MODEL- 1970" GARAGE SWING: RIGHT PAGE: MISC. DETAILS ARCHITECT: STATE OF FLORIDA DEC 3 ,2gg9 LL DATE: 12/23/09 SCAT E: 1/4 SHEET D �jOF�