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HomeMy WebLinkAbout2624 Vineyard Cir (a)® STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: • 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 99 � � 5 2 99 t o CBC1 252212 . com 5850 T. C,. LEE BLVD. SUITE 600 Teal: (407) 850-5200 Fax: (407) 850-5300 DESIGN CRITERIA: D.R. HORTON HOMES DATE 5850 T.G. LEE BLVD. SUITE 600 ADJ. ORLANDO, FL, 32822 BDP' TEL: (407) 850-5200 CAB. BOARD M.T. METAL THRESHOLD FAX: (407) 850-5300 • 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 99 � � 5 2 99 t o CBC1 252212 . com 5850 T. C,. LEE BLVD. SUITE 600 Teal: (407) 850-5200 Fax: (407) 850-5300 DESIGN CRITERIA: LAV. • FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL I DATE ABV. W/2009 SUPPLEMENT Arc LUMINOUS MEDICINE CABINET ADJ. • 2007 FLORIDA FIRE PREVENTION CODE ALT. • NATIONAL ' ELECTRICAL CODE (NEC) — 2008 EDITION BDP' • ALL LOCAL AND STATE CODES CL CAB. BOARD M.T. METAL THRESHOLD CLO. MTD. CLR. CONC. CABINET MTL. METAL CPT. N.T.S. O.C. C.T. .00CUPANCY — RESIDENTIAL, GROUP R3 D. • CONSTRUCTION TYPE — VB DBL. PROPERTY LINE PUSH BUTTON D.G. • MIN. INTERIOR FINISH — CLASS B DIA. • BASIC WIND SPEED — 120 MPH (M/S) DIM. DISP. • 1—STORY RESIDENCE — DP. • 2—STORY RESIDENCE — MAX. HEIGHT AS PER DR. s. LOCAL AND STATE CODES DTL. SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 D.W. EA. USED FOR DESIGN INCLUDE: ELEV. CONCRETE MASONRY RESIDENTIAL FXH• • CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 F.G. SQ. FT. CALL. S FLR. DIMENSION FLUOR. RISER FR. DR. LIVING 1542 50. FT. FTG. RADIUS GA. ENTRY ELEV. 'A" k '5' 14 SQ. FT. GAR. DISP. DEEP R.A.G. RETURN AIR GRILL ENTRY ELEV. 'C" d 'D' 42 `' SQ. FT. REF. REFRIGERATOR GL. GARAGE 392 50. FT. GYP. BD. H.B. DETAIL H.C. TOTAL ELEV. 'A' d 'B' 1948 50. FT. HDR HGT. OR HT TOTAL ELEV. 'C' d 'D' 19-i6 SQ. FT. INSUL. EACII INT. PATIO 5 50. FT. OPT. COV. PATIO 8 50. FT. ELEVATION ABBREVIATIONS REVISIONS ABOVE LAV. LAVATORY DATE DESCRIPTION AIR CONDITTONING ADJUSTABLE LUM. M.C. LUMINOUS MEDICINE CABINET 11/3/08 14/20/013 D.R H 5A6E MODEL CHANGES j;P—L. REVISIONS — fREMOVE "E" 4 "a_" ELEVATIONS ALTERNATE AMPERAGE MFR. MIN. MANUFACTURER MINIMUM PLUMB -CUT OVERHANGS, RAISE 5fRG. HGTS. TO BOARD M.T. METAL THRESHOLD CENTER LINE MTD. MOUNTED Bl—au ON 11,4114 11511 E L E VAT I ONS CABINET MTL. METAL CEILING CLEAR N.T.S. O.C. NOT TO SCALE ON CENTER 1/30/oe REMOVED FRAMING AT A/C CL05ET IN GARAGE PER LOU AVELLI CONCRETE CARPET PL P.B. PROPERTY LINE PUSH BUTTON 10/10/09 r_HANCSED A/C PLATFROM CERAMIC TILE PH. PHONE DRYER PLT. PLATE DOUBLE PLYWD. PLYWOOD DUAL GLAZED PR. PAIR DIAMETER P.T. PRESSURE TREATED DIMENSION R. RISER DISPOSAL RAD. RADIUS DEEP R.A.G. RETURN AIR GRILL DOOR REF. REFRIGERATOR DOWNSPOUT RM. ROOM DETAIL R.O. ROUGH OPENING DISHWASHER S.C. SOLID CORE FXT DR EACII S.D. SMOKE. DETECTOR ELEVATION S.H. SINGLE HUNG EQUAL SHT. SHEET EXHAUST SHTHG. SHEATHING EXTERIOR SHWR, SHOWER FIXED GLASS SIM. SIMILAR FUEL GAS SL. SLIDING FINISH SL. GL SLIDING GLASS FLOOR STD. STANDARD FLUORESCENT SWS SHEAR WALL FRENCH DOOR SECTION ' FOOTING TEMP. TEMPERED GLASS GAUGE THK. THICK GARBAGE DISPOSAL T.O.C. TOP OF CURB GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GLASS TYP. TYPICAL GYPSUM BOARD U.N.O. UNLESS NOTED HOSE BIB OTHERWISE HOLLOW CORE V.P. VAPOR PROOF HEADER W. WASHER HEIGHT W/ WITH INSULATION WD. WOOD INTERIOR WDW. WINDOW W/H WATER HEATER W.T. WROUGHT IRON OBVII.onv�o�s'• 'nom LANS ARE f2E1J1EWEDCOr1D>'I'IO{VAL�.Y J�C� .Pl-, FOR pERMiT. A PERMIT ISSUED CONSTR THE WORUE K AND NOT AS AUTHORITY TO VE{OI.K�E, CANCEL. ALTER. OR SET AS#DE ANY OF rtLF- PROVI5IGNS OF T PERMGT p1RFVENT THE BUIlDIFS p 1NG ISSUANGE OF f DEPT F( THF,EA, rR R ON SRCONSTRUCMON T1C)N O FRROF; + ON f DES. OR OTfACR ATIONS OF THE Q 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 113.1— LINTEL SCHEDULE (WEKIWA) PG 1B.2— LINTEL SCHEDULE (PRO—CRETE) PG 1C—WIND LOAD CALCULATIONS PG 2— FIRST FLOOR PLAN PG 3A—ELEVATION "A" FRONT & REAR PG 313—ELEVATION "B" FRONT & REAR PG 3C—ELEVATION "C" FRONT & REAR PG 3D—ELEVATION "D" FRONT & REAR PG 4A—ELEVATION "A" LEFT & RIGHT PG 4B—EL'EVATION "B" LEFT & RIGHT PG 4C—ELEVATION "C" LEFT & RIGHT PG 4D—ELEVATION "D" LEFT & RIGHT PG 5AB— FRAMING PLAN "A" & "B" PG 5CD— FRAMING PLAN 11 C 12 & D PG 6—ELECTRICAL PLAN PG D1—FOUNDATION DETAILSD PG D2—MISC. DETAILS PG D3-1—STORY WALL StiE PG D4—MISC. DETAILS PG D5—MISC. DETAILS A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 .SUBDIV. & LOT: TUSCA SOUTH LOT #27 .�� v,Ne PROJECT#/ 1703.00 MODEL: "1542" GARAGE SWING: RIGHT PAGE: COVER PAGE ARCHITECT - STATE OF FLORIDA 2009 _ CANTWELL 10 12079 DA+E: 12/22/09 SCALE:1/4 01=11-001 SHEET c 1 O� 14 r 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 AREAS 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 ROOF DEAD LOAD (PSF) FIBERGLASS SHINGLES 17 CONCRETE TILES 25 WIND LOAD CRITERIA BASIC WIND SPEED 120 MPH WIND IMPORTANCE FACTOR (IW) 1.0 EXPOSURE CATEGORY B WIND DIRECTIONALITY FACTOR (KD) 0.85 INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±0.55 ENCLOSED BUILDINGS ±0.18 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/rINCH 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 T- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN 1/2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED %". 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.. MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.11 ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 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'/ 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 3/" D. BEAMS, COLUMNS: L PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/z' 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER, UNO. Fb =1,500 PSI Fv =175 PSI E =1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2007 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2007.. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7116" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 518" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD. 1/2" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND 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 #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH'/Z' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, 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 112" GYPSUM BOARD. FBCR 311.2. A R C H I T E C T S Grousi ,n .441 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 #27 PROJECT# 1703.00 MODEL: "1542" GARAGE SWING: RIGHT PAGE: ARCHITECT STATE OF FLORIDA DEC 2/h,2009 LL DATYE: 12/22/09 SCALE: 1/4"=1'-0" SHEET I 1'-0" 1 I 4' i GONG. SLAB. I -41/2" I 10 I� D1 -31/2' D1 HB. EXTEND D1 SLAB 11/2" 71 11'-0" ■ D1 ■ I 0'-0' ELEV. 1 FIN. GONG. SLAB Di I _ I■ I I I 0 4' GONG. REINFORCED N W/6"X6" W1.4 X W1.4 WWh'1 ■ D1 OR F15ERMESH ON (o -MIL. I VAPOR BARRIER ON I ■ WELL -COMPACTED CLEAN TERMITE TREATED FILL OR APPROVED SUBSTITUTE, (RECRUIT II 51'STEM) 0 LAV. // 1� -1 WG. AC � ■ I LuI m LAV. l J I z)3 I I m m V \) I _ _ 2 -O i ^� 2x(o WALL a v I L_ J Z I��-, f � I■ I11— iLL sl 11-71 A WC. �— 2x6W----- I nOa 0'-0" ELEV. I Q a I ° I ° FIN. GONG. SLAB I I DN U I I I L°–J 4CHASE ' VG 5 I' �� o I p 1 EXTEND D p w U SLAB 11/2" EXTEND I --, I Lu d) 0 v m _ � SLAB 11/2' � O � �r' � w I cd ■ I - L — —_ Jr--cq I 3-4 1 p Q I 1 --,AWN. DI ■ ■ ■ U,/ m D 1 I 8 = -5 1/2'' 2'-5" ■ 2' STEEL 2_o, " 3'-�( PIPE m BOLLARD 4'-2" 3'-0" 3'-gO" 81_011 — -- — — ■ I- 01 _L i i r-31/2' I iv pg N (P N N II -41/2"1 Io 4' ■ N CONC. I I I L _ _sLAB I I ■ ■I , I D -, 1/2' I m ■■1 or 121-0' 4'-8" 4'-8" 21'-4' - 40'-0' Fuf`UNDATION PLAN ELEVATION "A" & "B" 101.011 24'x24'xl2" GONG. PAD W/ 3-#5 BARS E.W. ON CHAIRS MIN. 3' COVER -4 1/2' l eL 4 D 1 4" GONG. Ate_. SLAB. O I -31/2" COV. PORCH r 0'-0' ELEV. 1 ° FIN. GONG. SLAB I I Di EXTEND SLAB 1 1/2" a" ° I 1 0 �_014 1/2" 0 I ■ ■ I� 4" CONIC. SLAB D 9 )EL.EV. 9 C 99 "D" 1 � A/C UNIT SIMPSON WB SECURE STRAP TO ROLL STRAP GONG. W/ (2)-3/16'X2' OR EQUAL TAP -CONS SECURE STRAP TO GONG. SLAB UNIT W/ (2) #8x1 1/4 BHT MTL SCREWS A C CONNECTION O PAD DIETAIL A R C H I T E C T S D esign r-/ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 StTHDIv. 8e LOT: TUSCA SOUTH LOT #27 PROJECT# 1703.00 MODEL: "1542" GARAGE s WING: RIGHT PAGE: FOUNDATIO PLAN ARCHfTECT- STATE OF FLORIDA DEC 2/3 .2049 DA #: 12/22/09 SCALE: 1/4"=1'-0'v SHEET -1.21 C2 it DOWEL PLAN ELEVATION 99 A 99 & 99 ]A 99 ELEVATION "C" & "D' A R C H IT E C T �' DeS ign Group �n c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SXMDIV. & LOT: TUSCA SOUTH LOT X27 PROJECT# 1703.00 MODEL: "1542" GARAGE SWING: RIGHT PAGE: DOWEL PLAN ARCHITECT - STATE OF FLORIDA 3 2009 DA : 12/22/09 SCALE: 1/4"=1'-0" SHEET lAorl � . SAFE LOA® TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U -LINTELS 8" PRECAST & PRESTRESSED U -LINTELS LINTEL NO. 1W -e i GRAVITY Tf= ELEV."GE �"p^ GRAVITY LATERAL LENGTH TYPE BUB BFB -08 BPi2-0B 16-® 0-m 4- z8-® 32-m BFB -18 am -15 8F16-15 BF20-15 BF24-15 BF2a-15 SF32-18 2'-10'(34') PRECAST Z30Z 3166 4413 6039 1526 9004 10412 11936 3166 4413 6039 1526 9004 10412 11936 3'-6' 142') PRECAST 2302 3138 3311 4689 6001 1315 863o 9941 3166 4413 1 6039 1526 9004 10412 11936 4'-0' (48') PRECAST 20Ze1 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 6039 1526 9004 10412 9668 5'-4' (64') PRECAST 1184. 1223 1301 1809 2311 2826 3336 3846 1665 2889 5051 6OS61 5400 6424 1450 5'-10'00') PRECAST cJ12 1000 1059 1414 1889 2304 2121 3131 1459 2464 4144 5455 4431 5280 6122 6'-6' (18') PRECAST e�g1 1255 2101 3263 2146 3358 3911 4585 1255 zlol 3396 5260 1134 8995 Wee 1'-6' (90') PRECAST -1(ol 1029 1615 2385 1994 2439 2886 3333 1029 1615 2610 3839 55% 6613 6041 9'-4' (112,) PRECAST 5,13 632 1049 1469 1210 1482 1154 2021 160 1212 1818 2544 3469 4030 3121 10'-6Y126-) PRECAST ,456 482 802 1125 915 1122 1328 1535 658 1026 1614 2081 2114 3130 2404 11'-4' 0136') PRECAST �}4$ 698 936 1365 1854 2366 1193 2016 598 935 1365 1554 2441 3155 4044 12'-0'(144') PRECAST 414 545 864r1254 556 1689 2014 1510 1818 555 864 1693 2211 2832 3590 13'-4'060') PRECAST 362 421 126 494 1331 1635 1224 141455 148 1438 1855 2343 2920 l4'-0'(168') PRECAST 338 381 648 398 1190 1462 1081 1260 455 100 1335 1114 2153 1 2666 14'-B'fil6') PRESTRESSED N.R. NR NR NR NR NR NR NR 465 lbs 1310 2045 2610 3165 3165 PRESTRESSED N R NR NR NR NR NR NR NR 420 695 1250 1855 2310 2890 3410 11'-4' (208')PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4'!232') PRESTRESSED NR NR NR NR NR NR NR NR 240 400 750 1090 1400 1120 2030 21'-4' (256') PRESTRESSED N.R NR NR NR NR NR NR NR 163 330 610 940 1340 1780 2110 22'-0'(264')PRESTRESSED N.R. NR NR NR NR NR NR NR 160 300 510 Bl0 1250 1660 1910 24'-01288') PRESTt88)= N R NR NR NR NR NR NR 410 120 1030 1350 ENR130240 8" PRECAST & PRESTRESSED U -LINTELS -REDUCE VALUE 5Y 25% FOR GRADE 40 FIELD RE5AR 8" PRECAST W/ 2" RECESS DOOR U -LINTELS LINTEL NO. 1W -e i UPLIFT Tf= ELEV."GE �"p^ GRAVITY LATERAL TYP LENCsTi-i 8F&-IT00F20m1TM6-4011630 ••. e- - OW10-08 aRF14- IB ® aFtF22- RF76 DW"-05 8RU 8F32-IT " eF8 8-2 12-2 I6-2 3F20-213F24-2BF32-27 2'-10'(34') PRECAST 2121 2818 4101 5332 4929 1941 5904 9416 9055 2021 2021 2121 2184 3981 5190 BB51 (42') PRECAST 2165 2289 3260 4231 5315 6264 11923'-6' 1251 1261 2165 2215 3165 4125 1036 4'-0' (489 PRECAST 1818 1989 2832 3690 4532 5381 6245 938 938 1818 1925 2150 3583 4422 5264 6110 4'-6' (549 PRECAST 1660 1162 2501 3251 4010 4161 5525 .121 121 1660 1106 2435 3111 3913 4658 5406 5'-4' (64')PRECAST 1393• 1484 2110 2141 3315 4010 4648 505 505 1393 1431 2050 2610 3293 3920 4549 5'-10'(10') PRECAST 1212• 1351 1930 2505 3084 3665 4241 418 418 1212 1315 1515 2441 3010 3583 4151 PRECAST 1141• 1200 1133 2250 2169 3290 3812 101 881 1141 1182 1684 2192 2103 3216 3132 1'-6" (90')PREGAST 959• 912 1415 1914 2354 2191 3240 591 651 990 1029 1466 1901 2351 2191 3245 9 -4 (112) PRECAST 801• 612 980 1269 1560 1852 2144 454 630 801 155 1192 1550 1910 2211 2634 l0'-6'(126') PRECAST 116• 498 193 1021 1261 1496 1131 396 493 116 611 1039 1389 Illi 2034 2358 ll' -4' (1369 PRECAST 666• 439 696 899 1104 1309 1515 3(03 556 666 535 905 1295 1595 1896 2198 12'-0'!144') PRECAST 601• 400 631 816 1001 1186 1312 340 494 631 486 818 1209 1514 1199 2086 V-4'(160') PRECAST 500• 340 532 686 841 991 1153 302 398 513 409 682 1004 1361 1637 1891 l4'-0'(168') PRECAST 455• 316 493 635 118 922 1065 286 360 548 318 629 922 1254 1561 1eif 14'-8' ( 116') PRESTRESSED 243 295 459 591 124 851 990 N.R 351 243 352 582 852 1156 1491 1142 IV -4'0849 PRESTRESSEDN.R. 228 218 430 553 611 801 925 321 228 329 542 191 1012 1381 1616 Il' -4' (208'JF'RESTRESSED 185 236 361 464 561 610 114 N.R. 255 188 216 449 649 814 1121 1389 19'-4' (232') PiRESTRESSED 165 201 313 401 490 518 bbl N.R. 204 165 239 383 550 136 940 1160 21'-4' (256")PRESTRESSEDN124 186 218 356 433 512 590 112 212 336 471 635Bol93N.R 180 268 343 418 493 568 205 322 451 601 111 94124'-0'(288') PRESTRESSED165 244 312 380 441 515 N•R 135 186 290 408 538 680 1 833 -REDUCE VALUE 5Y 25% FOR GRADE 40 FIELD RE5AR 8" PRECAST W/ 2" RECESS DOOR U -LINTELS 8" PRECAST W/ 2" RECESS DOOR U -LINTELS LINTEL NO. 1W -e i UPLIFT Tf= ELEV."GE �"p^ GRAVITY LATERAL TYPE LENGTHRIW& TYPE Li=N�3TH ••. e- - OW10-08 aRF14- IB ® aFtF22- RF76 DW"-05 8RU .15 0410-115at�14-15 SFFia-1B e1�F22-� 81�26.IB a3®-� 41-4' (521) PRECAST 14M 1591 1521 3053 3412 2982 4982 3954 6412 4929 1941 5904 9416 6880 10818 4'-6' (54') PRECAST 1351 1449 2182 2114 3600 4481 5315 6264 1102 3412 4982 6412 1941 9416 10818 5'-8' (68') PRECAST 1195 832 1602021'3 3689 2058 2566 3015 3585 185 1153 2162 6412 6516 5814 6839 5'-10' !10') PRECAST 135 Ili 1500 4198 1924 2400t21344 896 1099 1690 2288 2891 3491 4106 3352 1103 2061 6412 6516 6411 6'-8' (80') PRECAST 822 901 1611 3642 2516 3223 956 1468 1981 2509 3035 3563 4522 901 1611 4100 6130 6101 (90') PRECAST 1810 161 1311 2252 1958 2451 849 1302 1162 2225 2690 31519'-8' 4533 3439 665 l64 1311 1 2329 3609 5492 6624 5132 9'-8' (116') PRECAST all [221- 834 1253 1011 1342 1614 1886 535 928 1 1491 2119 2616 3595 2815 8" PRECAST W/ 2" RECESS DOOR U -LINTELS -Kt"C;r VALUE BT 15% FOR GRADE 49P FIELD KEBAB PATIO L- 9 L- g __7 L- 7 EGRESS EGRESS r7ITK� 1011117111111101 11 5068 S� p. OWNERS SUITE FAMILY 8'-s' CLI3. ROOM 8'-8' CLG- 0. BATH &'-&' CLG. LIVING ROOM/ DINING ROOM/ OPT. BEDRROOM #4 8'-S' CLG. 35 -SH W/ ARCH TOP ■ L-1 D HEN CLCD. B 25 -SH EGRESS BDRM.#3 8'-8' CLQ. H BATH #2 8'-8" cLes. II II a 1 a---] FOYER 8'-8' CLCD. I I II u -o ■■� BRKFST C t ELEVATION "A" & "B" V- 8' 5EARiNG HE iGHT THROUGH OUT ELEVATION 'A' 4 '5" ■ CASA[' -CRETA 1LINTEL II II LAUN.r---1 CLQ. I L --J I I L --J BDRM. 2 8'-8" CLC. N N Lu L-5 vW a _. I I - L ----- J GARAGE 8'-8' GLCx. I -------------- --= L- 4 SCHEDULE LINTEL NO. 1W -e i UPLIFT Tf= ELEV."GE �"p^ Vii• LATERAL TYPE LENGTHRIW& 8W4 -IT SWO-tt 81 14-iT BEMtts-0R`22-IT SW24-tt aF�30-I ••. T OWIC-z 8F1PW-2T DRIPI64T OW22-2 e1�Ra- O -z 8RU eRF 4'-4' (52') PRECAST 1244 1513 2413 3260 4112 4961 5825 932 932 1244 INS 2339 3110 4008 4850 5696 4'-6' (54') PRECAST 1192 1501 2311 3121 3931 4156 5511 853 853 1192 1455 2240 3036 3831 4643 6453 5'-8' (68') PRECAST 924• 1112 1195 2423 3055 3689 4325 501 501 924 1132 1141 2351 2918 3603 4230 5'-lO' 110') PRECAST 896• 1138 1142 2352 2%5 35BI 4198 469 896 1099 1690 2288 2891 3491 4106 469 6 -13 (80 )PRECAST 082 1513 2042 2513 3101 3642 1100 956 1468 1981 2509 3035 3563 830 1'-6' (90')PRECAST691 1325 1810 2280 2153 3221110 941 849 1302 1162 2225 2690 31519'-8' 4533 (116') PRECAST433 808 1123 1413 1104 1995 516 614 521 1009 1369 1128 2088 2450 -Kt"C;r VALUE BT 15% FOR GRADE 49P FIELD KEBAB PATIO L- 9 L- g __7 L- 7 EGRESS EGRESS r7ITK� 1011117111111101 11 5068 S� p. OWNERS SUITE FAMILY 8'-s' CLI3. ROOM 8'-8' CLG- 0. BATH &'-&' CLG. LIVING ROOM/ DINING ROOM/ OPT. BEDRROOM #4 8'-S' CLG. 35 -SH W/ ARCH TOP ■ L-1 D HEN CLCD. B 25 -SH EGRESS BDRM.#3 8'-8' CLQ. H BATH #2 8'-8" cLes. II II a 1 a---] FOYER 8'-8' CLCD. I I II u -o ■■� BRKFST C t ELEVATION "A" & "B" V- 8' 5EARiNG HE iGHT THROUGH OUT ELEVATION 'A' 4 '5" ■ CASA[' -CRETA 1LINTEL II II LAUN.r---1 CLQ. I L --J I I L --J BDRM. 2 8'-8" CLC. N N Lu L-5 vW a _. I I - L ----- J GARAGE 8'-8' GLCx. I -------------- --= L- 4 SCHEDULE 4^STM4 4TCYC LINTEL SCHEDULE LINTEL NO. 1W -e i ELEVY'0E 41511 Tf= ELEV."GE �"p^ Vii• L 1 r-• : ORF14-05/1T ••. .;�. 4'-6' 8RF22-05AT 81;T -30-05/1T L3 3'-0 EF24-OEOT eFI(o-0511T L 4 I-'-4' 8F28 -15/1T 8F36 -15/1T L 5 414o' 8F24 -05/1T 81=16-05/iT L 6 4'-6' 8=24-05/1T 81=16-05/11 L 1 6'-6" 8F24 -05/1T SF32-05/1T L 8 4'-6" 8=24-OB/1T 8=16-05/1T L S 4'-61 81=24-08/1T SF16-05/1T .00 • • • • • • • • • • • • • SRF14-05AT SF16 -05/17' SF16 -15/1T SRF30-05AT SF32 -05/17' SF32 -15AT 4^STM4 4TCYC LINTEL SCHEDULE LINTEL NO. LENGTH ELEVY'0E 41511 Tf= ELEV."GE �"p^ COMMENTS L 1 5'-4' ORF14-05/1T 8 14-05AT L2 4'-6' 8RF22-05AT 81;T -30-05/1T L3 3'-0 EF24-OEOT eFI(o-0511T L 4 I-'-4' 8F28 -15/1T 8F36 -15/1T L 5 414o' 8F24 -05/1T 81=16-05/iT L 6 4'-6' 8=24-05/1T 81=16-05/11 L 1 6'-6" 8F24 -05/1T SF32-05/1T L 8 4'-6" 8=24-OB/1T 8=16-05/1T L S 4'-61 81=24-08/1T SF16-05/1T LIVING ROOM DINING R00 / OPT. BEDRROOM #4 9'-4" CLG. -p- FOYER 13' -4' CLC. I I II L- 2 ENTRY 35 -SH W/ ARCH TOP 9 -4 CLCD. L-1 1 E LE V ATI O N 99 C 99 ELEVATION "C" 4 "D" BRKFST 13'- 4' CLG. J Q/e 99 Tl 99 "5 REBAR AT TOP SAFE LOAD 165LE NOTES MIN. (i) REQ'D MATERIALS GENERAL NOTES i -In' CLEAR 1. All values based on minimum 4' bearing. Exception: Safe loads for unfilled T1'PE DESIGNATION _j i I. f'c precast Iintele - 3500 poi. I. Provide full mortar head and bed joints. Itntela must be reduced by 209. if bearfng length 1s leas than 6-1/2'. 6 t_7 ;'� 2. f'c prestressed Iintele ■ 6000 pat. 2. Shore filled 1lntele as required. Safe loads For all recessed Iintele based on 8' nominal bearing. F • FILLED WITH CsROUT / U ■ UWLLED ' C.M.U. 3. f'c grout . 3000 pet w/ maximum 3/8' aggregate. 3. Installation of lintel must comply with the architectural and/or structural drawings. 2. N.R ■ Not Rated. 4 4. Lintels are manufactured with 5-1/2' Ion notches at the ends to accommodate 3. Safe loads are total superimposed allowable load on the section specified. F FQUANTITY OF "5 REBAR AT ` i•• 4. Concrete masonry units (CMU) per ASTM C90 w/ gp BOTTOM OF LINTEL CAVITY � * ••� ,;• minimum net area compressive strength - 1900 pal. vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar. ';� !. @ROUT 5. Rebar provided in precast lintel per ASTM Ably GR60. 5 All lintels meet or exceed L/360 vertical deflection, except 1lntele f1 -4' and 5. Additional lateral load capacity can be obtained by the designer by providing "n Field rebar per ASTM A615 GR40 or GR60. longer with a nominal height or S' meet or exceed L/180. addional reinforced masonry above the precast lintel. 8, _ 1 }�/, '" 6. Prestressing strand per ASTM A416 grade 6. Bottom field added rebar to be located at the bottom or the lintel cavity. 6. one "1 rebar may be substituted for two 45 rebars 1n 8' lintels only. 5 �o ' 05 RE5AR AT 50TTOM 1. 1/32 diameter Ire stirrups elde o tee NT v ware welded to the bottom steel For mechanical anchorage. e OF I GA ITY 210 low relaxation. a ho a LINTEL r tion. g The designer ma evaluate concentrate loads o t safe load tables b 1. d l from he } 1. 1/32 wire per ASTM A510. 8. Cast -in-place concrete may be provided in composite lintel In lieu of concrete masonry unite. calculating the maximum resisting moment and shear at d -away from the race of support. NOMINAL WIDTH I L QUANTITY OF 5 BOTTOi•1 REINFORCING 8. Mortar per ASTM C210 type M or S. 9. Safe load ratings based on rational design analyale per AGI 318 and ACI 530 S. For composite lintel heights not shown, use safe load from next lower height. NOMINAL HEIGHT -1 RE5AR AT TOP �-D�A�CnJALp g gPROVIDED iN LINTEL % All safe loads 1n units or pounds per linear foot. 8' NOMINAL WIDTH (VARIES) A R C H IT EC TS Desi n GrOU Inc. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 0 .� SU33DiV. & LOT: TUSCA SOUTH LOT #27 PROJECT# 1703.00 MODEL: "1542" GARAGE S WMG: RIGHT PAGE: LINTEL SCHEDULE (CAST -CRETE) ARCHITECT: STATE OF FLORIDA DEC 2 F 2009 DATE: 12/22/09 SCALE: 1/4"=1"-0" SHEET OF UJB < I UJB I;rl' CONCRETE PRODUCT5, INC. P.O. BOX 219 ZELLWOOD, FL 32198 (401) 886-2511 1-800-654-5139 FAX 401-886-0195 L INTEL No. LENGTH TYPE ELEV. "A' 4"5" TYPE ELEV. 'G" 411D" COMMENTS L-1 5'-4" 8/14-5-IU/0L 8/14-5-1U/0L RECE55ED L-2 4'-6' 8/22-6-1U/0L 8/30-6-IU/01.. RECE55ED L-3 3'-6" 8/24-6-1U/0L 8/16-6-1U/0L 10000 L-4 Precast 8/28 -6 -ILIAL 8/36-5-1UAL 8491 10000 10000 10000 10000 10000 L-5 4'-6' 8/24-5-1U/0L 8/16-5-1U/0L 4011 L-6 4'-6" 8/24-5-1U/0L 8/16-5-1U/0L 10000 L -i 6'-6' 8/24-5-1U/0L 8/32-S-IU/0L PRECAST L-8 4'-6' 8/24-5-11.1/01- 8/16-6-1U/0L 10000 L-9 4'-6' 8/24-5-11,1/01- 8/16-5-1U/0L 10000 I FOYER V-4' CEG. I I I II II I I 3e II LIVING ROOM/ —__ BRKFST DINING ROOM/ OPT. BEDRROOM #4 C31-411 CLG. L— 2 1H5 -SH ENTRY 35 -SH W/ 91_4, CEG. L-3 ARCH TOP L-1 ELEVATION "C" & 99D99 UT ELEVATION "C" 4 'D" L— 9 L— 8 25-5H 25 -SH EGRE55 EGRESS OWNERS SUITE 8'-8" CEG. 0. BATH V-8' CEG. r -- I W.I.C. I LIVING ROOM/ DINING ROOM/ OPT. BEDRROOM #4 V-8' CEG. 35-5H W/ ARCH TOP L-1 a9 q_ __1 FOYER I I V-8- CLe. I I II Lj II,� L- 7 5,x68 S.C�.p. FAMILY ROOM 8' - 8" CLC. L- 6 25-5H EGRE55 BDRM. 3 8'-8' CLC. I I KITCHEN I0 BDRM. 2 I V-811 CLC. O I I I � -I- r-7� nL- ELEVATION "A" & "B" 8'-8" BEARING HEIGHT THROUGH OUT ELEVATION "A' 4 "B" INN I I I �w II LAUN. r--� CEG. I I-------- L--J 1 -- 0 \ ■ r------� L - - - - - J GARAGE 8'-8" CLC. -------------------- - — — — — — — — — — — — — — — — — — — — 16' -O "X-11- 0 "O.H.D. L- 4 SCHEDULE LINTEL Total Length Type 2'-10' Precast V.6' Precast 4'-0' Precast 4'-6' Precast 4-8' Precaet W-4' Precast 5'-10' Precast 6'-6' Precast 1'-6' Precast 1'-8' Precast 8'-0' Precast 8'-4' Precast V-4' Precast 10'-6' Precast 11'-4' Precast 12'-0' Precast 12'-6' Precast 13'-4' Precast 14'-01 Precast 24'-0' N12 - Not 899 LINTEL UPLIFT 1299 LINTEL GRAVITY 899 LINTEL GRAVITY LINTEL LINTEL SAFE LATERAL LOADS (PLF) SAFE GRAVITY LOADS (PLF) Ttg7e SAFE GRAVITY LOADS TOTAL TYPE 8" PLAIN 8/8-5-0 8/12-8-0L 8/16-5-00 8/20-8-0 8/24-8-0L /28-5-0 8/32 -8 -OL 8/a -S -IL 8/12-8-1L I8/16-S-ILI 8/20 -S -IL 0/24 -6 -IL 8/28-8-11- 6/32 -5 -IL 2'-10' PRECAST 6021 045i 0006 10000 10006-70-0-0-6-0000 Precast 4.8' 0000 8491 10000 10000 10000 10000 10000 10000 3'-6' PRECAST 2603 4011 9339 10000 10000 10000 10000 10000 4011 10000 10000 10000 10000 10000 10000 4'-0' PRECAST 1021 2921 6133 9515 10000 10000 10000 10000 2921 1853 10000 10000 10000 10000 10000 4'-6' PRECAST 1398 2214 5018 1119 9284 10000 10000 10000 2214 5412 10000 10000 10000 10000 10000 4'-8' PRECAST 1298 2111 4660 6588 8520 10000 10000 lomo 2111 4902 10000 10000 10000 10000 10000 5'-4' PRECAST 1006 1651 3405 4823 6239 1658 9011 10000 1651 3556 6431 10000 10000 10000 10000 5'-10' PRECAST 848 1461 3001 5111 5888 10000 10000 10000 1461 3001 5111 8888 10000 10000 10000 6'-6' PRECAST 110 1232 2440 3934 1 6250 8589 100001 10000 1232 1 2440 3934 6250 10000 10000 10000 1-6' PRECAST 562 1001 1918 2942 4346 6461 10000 10000 1001 1918 2942 4346 6461 10000 10000 1'-8' PRECAST 544 915 1849 2819 4131 6010 9245 10000 915 1849 2819 4131 6010 9245 10000 8 -0 PRECAST 511 916 1124 2602 3151 5030 1958 10000 916 1124 2602 3151 5405 1955 10000 8'-4' PRECAST 482 864 1615 2415 1 3444 4866 6983 16000 864 1615 2415 3444 4810 6983 10000 9'-4' ('RECAST 411 14 361 1991 2168 3169 5124 1061 141 1361 1991 2168 3169 5124 1061 10'-6' PRECAST 349 636 1148 1649 2231 2962 3883 5094 636 1148 1649 2231 2962 3883 5094 Il' -4' PRECAST 315 514 1020 1465 1964 2566 3305 4239 514 1028 1465 1964 2566 3305 4239 12'-0' PRECAST 292 533 950 1343 1 1189 2316 2951 3134 533 950 1343 1 1189 2316 2951 3134 12'-6' PRECAST 211 505 SIBS 1264 1616 2151 2130 3426 505 898 1264 1616 2151 2130 3426 13'-4' PRECAST 255 464 822 1151 1515 1935 2425 3010 464 822 1151 1515 1933 2425 3010 14'-0' PRECAST 239 436 169 1013 1406 1186 2225 2141 436 169 1013 1406 1186 2225 2141 14'-B' PRESTRESSED N.R. N.R. N.R. KR N.R. N.K KR N.R. 480 011 1234 1421 1119 2188 2662 15'-4' PI STRESSED NR KR N.R. N.R KR N.R. KR KR 454 165 1160 1331 1660 2032 2459 11'-4' PRESTRESSED NR N.R. N.R. KR N.R. KR KR KR 389 652 982 1111 1319 1611 1991 19'-4' PRESTRESSED N.R KR N.R. N.R. KR NR N.R NX 339 561 849 960 1111 1415 1616 20'-0 PRESTRESSED N.R. KR N.R N.R. KR. KR K N.R. 325 543 812 911 1122 1345 1590 21'-41 PFrESTRE8850 N.R. KR NRL KR N.R. N.R.KR 919 KR 293 500 146 040 1024 1224 1441 22'-0' PRESTRESSED NR KR N.R. N.R. KR- KR KR KR 261 481 111 806981 1111 1316 I PRESTRESSED NR KR K N.R KR KR n24'-0' 1 2036 S 03 2 0 N.IR ■ Not RSCOrti OMOOO 1259 LINTEL UPLIFT NR - Not RWAXWONded 8" LATERAL TABLE LINTEL SAFE LATERAL LOADS (PLF) A51, Ttg7e SAFE GRAVITY LOADS PLF 2'-10' Precast Total 11 T9_ 12' G/8 -6 -OL 12/12-5-0L 12/16-8-®L 12410-8-0L Q/14.8 -OL 1786-6-0L 12/32 -6 -OL malm 12/8 -5 -IL 12/11-6-L 12/16 -9 -IL 12/10-8-1L 12/24-8-1. 12/18-8-9. t2/32 -8 -IL 2'-10' Precast 4.8' 9574 10000 loom 10000 10000 loom 10000 1420 1200® 0000 10000 ,0000 3'-6' Precast 6'-6' 564 9404 10000 10000 10000 loom 10000 3204 6123 10000 WNW 10000 vNmv WNW 10000 4--0- Precast 6'-0' 3993 6113 9559 10000 10000 39a 10000 2242 4394 0000 100+00 6000 10000 WNW AD000 4--b' Precast 100-6' 3006 6103 1209 9304 10000 109:100 10000 1122 3421 1261 yew wovy LOOM 10000 loom 4-8' Precast — 2166 468® 6601 8535 10000 loom 10000 1596 3185 1711 WNW 10000 UNWO 100,00 10000 5'4' Precast 14-8' 1" 3410 4021 6231 1641 112-4w lymy 1239 24W 523y bpi? wom wow I lvmv 6'-10' Precast 8336 2455 4423 6934 20'- - Prestressed 120 250 1044 22e* 4423 agm mm woo tmAw loom 6'-6- Precast Z1=0' eetreesed 3m 5410 1025 8692 12000 10000 8142m 1853 3589 6228 10000 10000 1212m0 10000 1'-6' Precast 106 1621 7871 4651 1750 1 12,000 loom - 692 1514 2821 4651 1760 10000 —loom vywo 621 Precast 5211 1515 7119 4463 6891 9262 10000 www 610 1466 719 4463 6891 10000 loom 10000 8'-0' Precast Precast 1480 2536 4119 6266 6476 121200 4w 676 1318 7536 4119 6266 SM3 10000 10000 V-4' Precast 4064 1945 2315 3823 5946 1696 9141 10000 693 Ott 7315 3829 146 0421 10900 10000 9'-4'Precast 01 1169 2011 3162 4619 6527 9111 10000 606 104 2011 3162 4611 6527 ,ill 10000 101-6' Precast 1012 1689 7611 3132 506 6'04 ft�4 430 WI I&M 2011 3-132 5126 bW4 B246 11'-4' Precast 3516 4566 154 1 2310 18 4438 5616 640 3661114 41514 319 8 6 12'-0' Precast 641 1293 249 208 416 360 am 2 I"l 2121 49WI 5241 61w 17'-6' Precast 803 1320 2007 2196 3132 4884 652 341 60 I'M) 2m 2116 p1w 4ar?4 6771 13'-4' Precast 2488 114 1209 1822 2521 3341 4313 6423 314 698 II09 1622 2521 3348 4313 5464 14,-0, Precast 1'141 610 1131 1699 2346 3091 3951 4604 295 656 1131 14-A 2346 3091 3951 4916 14-8' Precast 511 1063 E030 2181 2669 3w 4 211 618 1063 1690 2181 2869 3653 4566 15'-4' Precast 1608 447 1001 1494 048 4, 748 3110 262 494 1001 1494 2048 261b 3391 4216 11'-4' Precast 1761 283 857 2 19 we 1413 718 316 852 1262 1115 2220 2164 18 NR - Not RWAXWONded 8" LATERAL TABLE i Pr LINTEL REINFORCEMENT SCHEDULE ..... EL LENGTH :; LINTEL SAFE LATERAL LOADS (PLF) A51, Ttg7e 15LAN g8 FIL 6 2'-10' Precast 1900 5'-10" TO 6'-6" 3'-6' Recast 1300 2550 4'-0' Precast 1010 2100 4'-6' Recast 900 1150 4.8' Recast 850 1600 V-4' Recast 110 1400 5'-10' Recast 625 1200 6'-6' Recast 540 1050 T-6' precast 440 890 T-6' Pr'ecset 430 850 6'-0' Rust 410 820 8'-4' Recast 39a 180 J14 Recast 640 w 100-6' Precast 300 600 11'-4' Precast 215 550 IT -0' Precast 255 510 12'-6' Recast 245 490 13'-4' Precast 220 450 14'-0' Recast 210 430 14-8' Prestressed 110 390 15'-4' Prestmaed 165 310 IT -4' Reatrassed 145 320 8336 Prestressed 130 180 20'- - Prestressed 120 250 21'-4' Prestressed 115 235 Z1=0' eetreesed 2533 9592 Z4'-0' sxtresled 100 200 Alp a Not Rxal,mlended Precast 2421 i Pr LINTEL REINFORCEMENT SCHEDULE ..... EL LENGTH :; :i;REMFORCEMENi :::............. is •:a INCH:f_i::1: ii }iii:ii721NCH??:`•;iii:REINFORCEMENTiii`i?:;:�;: :"B"R EMFORCEMENT4i1i :` 2'-10' To 5-4" 2'-10" To 51-8" (2 )43 NONE 5'-10' TO F -T 5'-10" TO 6'-6" (2 )44 NONE 7'-6' TO 8' 4' 7'-6" To 8'-4' (2 )45 NONE 9'4" TO 14'-0' 9'-4' TO 1T-4" (2 )45 #3 14'$" TO 15'-4' 4.8' (217/16- PRESTRESSED #3 17' 4" 5'-e' 2 7118 PRESTRESSED 2 #4 19'1" TO 22'-6' 12/20-6-2U 2 7116' PRESTRESSED #5 REFER TO LINTEL SECTION FOR REINFORCEMENT LOACTIONS NR - Not Recaese,ded 8" RECESS DOOR HEADER I ATERAI_ TABLE RECESS DOOR HEADER LINTEL 5th Tt9- SAFE UPLIFT LOADS PLF 9' FIS 3'-8' Total 590 17/5-6-U 12/12 -6 -IU 12/16-8-e1 12/10-6-N 12/24-6-A1 12/28 -6 -IU 12/32-641 4W Type 4'-4' Recast 165 1350 4.8' Recast 45 L th 5'-e' 12/8-6-7U 12/12-6-2U 12/16-6-2U 12/20-6-2U 12/24-6-2U 12/78-6-2U 12/32-6-2U 2'-10' Precast 200 640 9'-8' 10000 160 we" 10000 3' 6' Precast7742 10000 -,..: - I(V 10000 -10 1530 10200 4'-0' Precast LIQ 'd 9'-4- Precast 640 'A' BARS (MAN MW.) t- -icy Precast 4'-6' Recast 2124 3922 46065 8908 66013 1000® 0551 wom I wow 10000 ___vww- mxw 950 12'-6' 2491 4210 1310 1314' 9621 10000 loom 4-8' Precast 9647 80J6 1000® 10000 10000 10000 10000 6'-4' Precast 1820 119 Precast 320 1032 8336 9640 629 5142 W31 10000 10000 10000 100610 1415 2533 9592 4650 5109 6166 1821 5'-10' Precast 2421 4126 106 9321 10000 10000 10000 1146 1911 196 621 4446 5211 6091 6'-6' Precast 2028 3811 666 290 8965 10000 10000 1'-6' Precast 820 6 198 31" 4w 6J 2891 4064 5218 6492 1106 8920 1'-8' Precast Tro 5 1910 2416 01 4 112 1562 1 86B 5024 ins 1335 91 1O9 12h 1132 2245 2158 11 184 8'-0' Precast 1419 2466 3516 4566 5611 6668 1119 6'-4' Precast 640 116 04 51 1293 249 208 416 5176 6085 1045 481 851 1211 611 1931 287 652 I'-4' Precast 1000 43 2488 2 9 l0' -b' Precast 368 644 918 1192 1466 1'141 2015 165 3 1910 2483 9051 3630 4203 536 165 994 1223 1682 11'-4' Precast 642 IIIb 1608 2091 2515 3058 3542 264 466 666 866 1066 1761 1461 W.C. Precast 562 we 1413 2264 2689 3115 31 421 601 184 966 1329 12'-6' Precast 511 I" 1281 16 064 2452 2840 00 51 513 6 3 919 1134 13'-4' Recast 439 115 1111 1446 82 111 453 14'-0' Recast 115 3* 453 I 128 M-6 tOO4 692 9'!2 49 1 219 401 b24 641 169 892 14-8' RecastJIM 950 621 892 161 1431 met 1912 Im 241 1 466 6 65'-4' Recast 314 559 809 aw b34 1115 n'-4' Recast to 114 259 32 42 491 510 NR - Not Recaese,ded 8" RECESS DOOR HEADER I ATERAI_ TABLE RECESS DOOR HEADER SAFE LATERAL LOADS (PLF) 5th Tt9- 8' PLAN 9' FIS 3'-8' Pretest 590 rm ® Beast 20 Iw 4'-2- Precast 4W 100 4'-4' Recast 165 1350 4.8' Recast 45 1240 5'-e' Recast 320 950 6'•6' Recast 250 160 1'-8' Recast 200 640 9'-8' Recast 160 490 12" RECESS DOOR HEADER I ATFRAI TARI E RECESS DOOR HEADER SAFE LATERAL LOA05 (PLF) Total Length Tt6_ I2'PLAN 12' FILLED ED KGMEP 3'-8' Recast 2025 3210 4'-0' Recast m0 2860 4'-2- Recast 1650 2690 4'-4' Recast 1915 2540 48' Recast 1420 2290 5'-8' Precast 1080 1320 V.8' Recast 815 1425 1'-8' Recast 130 1190 9'-8' Precast 550 900 �Y lnlCO tl� I I) 5 CONTINUOUS 3000 PSI CONIC. FILL CONCRETE PLACED IN FIELD) TOP LEG BARS: 1/32'• 6AR LEG UP to '-0 LEENGtI-IS 1/32' STIRRUPS a 4'-0' C/C (1) 5 CONTINUOUS (OPTIONAL) 'A' [BARS (MAN REINF.) SEE 8CI-IEDULE 'B' BARS - SEE SCHEDULE 11� TYPICAL COMPOSITE LINTEL SECTION TYPICAL LINTEL 12"x8" SECTION 12" LATERAL TABLE LINTEL SAFE LATERAL LOADS IPLE) E* IF] Type PLAIN 36, (1)''SCONTINUOUS TYPICAL LINTEL 8"X8" SECTION 3500 6900 Precast 1 2400 4115 4'-0' 8'Xlb' KNOCKOUT BLOCK I 1950 3680 4'-6' Recast 1650 3450 OPTIONAL 05T N ` CRETE PLACi=C3 IN FIELD) 5'4' Recast 1320 2580 ARS- �H L� Recast STOP LEG BARS= E L� U7 LTAO 14A� LE%THS 2250 61-6' UP TO 14LENGTH� 1000 1950 T.b. Recast 820 1650 1/32' STIRRUPS a 4'-0' CIC K1I(!J B00 (1)55 CONTINUOUS (OPTIONAL) -,..: - I(V IONAL 058 -10 1530 1/32' STIRRUPS AT 4'-0' ee ttrlCO I c'111., : r 110 LIQ 'd 9'-4- Precast 640 'A' BARS (MAN MW.) t- -icy Precast 'A' BARB (MAIN REINFJ 4,z Q_ SEE SCHEDULE N 510 SEE SCHEDULE g� 1 11 r rg' BARS - SEE SCHEDULE 11� TYPICAL COMPOSITE LINTEL SECTION TYPICAL LINTEL 12"x8" SECTION 12" LATERAL TABLE j 05�COOgNT�p��p �LONCRETE PLACEDIN FIELD) TOP LEG BAppRS: LECs UP TO 14 O LENGTHS �ItlJ r (1) 03 CONTINUOUS tt1lcA "t r -IN SEE BCHE:PULIE REINFU N I 15 2 1/32' STIRRUPS AT 4'-0' cc TYPICAL LINTEL 8"x8" RECESSED SECTION - A R C H I T E C T S 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 SXMDiV. 4DG LOT: TUSCA SOUTH LOT #27 PROJECT# 1703.00 MODEL: 7f15 42" GARAGE STfMG: RIGHT PAGE: LINTEL SCHEDULE (WEKIWA) ARCHITECT: STATE OF FLORIDA DLC A 3 2009 JAMES CANTWELL NO 12079 TYPE DESIGNATION DATE: 12/22/09 NOMINAL WIDTH/i••IEIGHT OF LINTEL PLAIN OR SOLID LINTEL SCALE: 1/41"=1"-011 SHEET LNo. OF ADDITIONAL 05 BARS IN UPPER 1 B. lop - OR LOWER LINTEL CAVITY �-� LINTEL SAFE LATERAL LOADS IPLE) Length Type PLAIN F12LLL£p 3500 6900 Precast 1 2400 4115 4'-0' Precast I 1950 3680 4'-6' Recast 1650 3450 4-8' Recast 1550 3200 5'4' Recast 1320 2580 5'40' Recast 1160 2250 61-6' Recast 1000 1950 T.b. Recast 820 1650 T.S. precast B00 1600 8'-0' Recast 150 1530 .4- precast 110 1450 9'-4- Precast 640 1210 10'-6' Precast 550 1110 II'4' Pretest 510 1000 IT -0' Precast 480 950 12'-6' Precast 1 460 1310 1314' Recast 430 850 14'-0- Precast 400 800 14-e' Recast 380 160 85'4 Precast 350 130 - Precast 320 630 Mfg - Not R9eomme,ded j 05�COOgNT�p��p �LONCRETE PLACEDIN FIELD) TOP LEG BAppRS: LECs UP TO 14 O LENGTHS �ItlJ r (1) 03 CONTINUOUS tt1lcA "t r -IN SEE BCHE:PULIE REINFU N I 15 2 1/32' STIRRUPS AT 4'-0' cc TYPICAL LINTEL 8"x8" RECESSED SECTION - A R C H I T E C T S 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 SXMDiV. 4DG LOT: TUSCA SOUTH LOT #27 PROJECT# 1703.00 MODEL: 7f15 42" GARAGE STfMG: RIGHT PAGE: LINTEL SCHEDULE (WEKIWA) ARCHITECT: STATE OF FLORIDA DLC A 3 2009 JAMES CANTWELL NO 12079 TYPE DESIGNATION DATE: 12/22/09 NOMINAL WIDTH/i••IEIGHT OF LINTEL PLAIN OR SOLID LINTEL SCALE: 1/41"=1"-011 SHEET LNo. OF ADDITIONAL 05 BARS IN UPPER 1 B. lop - OR LOWER LINTEL CAVITY �-� A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M 0003325 SXMDIV. & ?SOT: TUSCA SOUTH LOT #27 PROJECT# 1703.00 MODEL: "1542" GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (PRO -CRETE) ARCHITECT: STATE OF FLORIDA DEC 2/4 2003 DAT 12/22/09 SCALE: 1/4"=1'-0" SHEET 1B. 2 OF PATIO 25 -SH 25 -SH O25 -SH EGRESS EGRESS EGRESS 5068, S.G.D. OWNERS II SUITE FAMILY ROOM 0. BATH r-- � W.I.C. O LIVING ROOM/ DINING ROOM/ OPT. BEDRROOM #4 35 -SH W/ ARCH TOP O a3 a ELEVATION "A" & " B" 8'-8' BEARING HEIGHT THROUGH OUT ELEVATION 'A" 4 'B" BDRM. 3 BATH .#2 O JI BDRM. 2 r ---i L --J r--� I 0- 0 I L -----J GARAGE -------------------- CALCULATIONS ------------ Q COMPONENT AND CLADDING WIND LOADS BASIC WIND 8POSl1RE FOR 3 SECOND GUSTS CALL # SOUARE FOOTAGE WINDOW SIZE AND TYPE ZONE 110 MPH WIND REMARKS 120 MPH WIND 1 26 35 -SH W/ ARCH TOP 4 20.5/ -223 24.4/ -26.6 2 20 3068 DR 4 20)3/ -22.6 24.7/ -26.9 3 12 1H5 -SH 5 216/ -28.7 25.7/ -34.2 4 112 16'-0 X 7'-0 GARAGE DR 5 18.3/ -22.4 21.8/ -26.7 5 17 25 -SH EGRESS 4 21.1 / -22.9 25.1/ -27.3 6 17 25 -SH EGRESS 4 21.1 % -22.9 25.1/ -27.3 7 34 5068 S.G.D. 4 .2 / -22.0 t.0/ -26.2 8 17 25 -SH EGRESS 4 21.1 / -22.9 25.1/ -27.3 9 17 25-5H EGRE55 5 21.1 / -28.0 25.0/ -33.1 WHEN CALCULATING WIND PRE55URES ON A GARAGE DOOR, FLORIDA BUILDING CODE, 2004 ALLOWS THE PRESSURES TO BE AVERAGED WHEN THE OPENING 15 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 2' -4" Il' -4 21-4h ZONE: 5 p = +21.8 / -26.55 ZONE 4 p = +21.8 / -24.0 PERCENTAGE OF AREA WITHIN ZONE 4: A4= 11.33- 16=0.71 ft' PERCENTAGE OF AREA WITHIN ZONE 5: A5=4.66= 16=0.29fi' 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 >01 II l >01 >01 >01 >01 >01 I I II I >01 '� II LIVING ROOM/ --- BRKFST DINING ROOM/ OPT. BEDRROOM4 35 -SH W/ ARCH TOP O J nJELEVATION "C" & " D" V-4" BEARING HEIGHT THROUGH OUT ELEVATION "C' 4 'D" A R C H T E C T S rOf/ Desin Groupine. 141 N. RONALD REAGAN BLV[ LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SVHDIV. & LOT: TUSCA SOUTH LOT X27 PROJECT# 1703.00 MODEL: 1542" GARAGE STfMG: RIGHT PAGE: WIND -LOAD CALCULATIONS (ARCHrTECT- STATE OF FLORIDA DLC 2 3 DAT& 12/22/09 SCALE: 1/4"=1'-0" SHEET 1 c or I a a A a a CARO m a OWNER'S DOOR BEYOND �aRcx P ARCH 3-1/2" 2" GC9-1/2" ELEC. OUTLET PER ELEC. CODE N� ICH �EAv R DETAIL 1R -ISH �, 1 N � I- 4 B.F. 5'- 4 31-41 18' PLANT SH. 88' A.F.F. BDRM. 4 c° I 35-sH W/ I ARCH TOP EGRESS 71/ 12'-m" COPT. PEDROOM #4 M1 11 x6 POST I I COV. PORCH Io'-m'x8'-m' I OPT. COV. PATIO 8'-8' BEARING HEIGHT THROUGHOUT ELEVATION 'A' 4 'B" 9'-4' BEARING HEIGHT THROUGHOUT ELEVATION "C" 4 "D" 8'-8" SEARING HEIGHT THROUGHOUT ELEVATION "A" 4 "B" MODEL SPECIFICATIONS * GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNFINSHED * WINDOW SILLS TO SE OPTIONAL * MASTER AND SECONDARY BATH TO RECEIVE 36" MIRROR VANITY MIRRORS TO SE RAISED OFF BACKSPLASH * ALL DOORS ARE 6'-8" HIGH UNLESS NOTED OTHERWISE. * ALL TUB FIXTURES TO BE WALL MOUNTED II ' l LIVING ROOM/ BRKFST DINING ROOM/ --- . #4 M.T. C3'-4" "I e' OPTBEDRROOM , n 9'-4' CLG. '-O' - 8 I _ IH5-SH 0 ® lm ARG1 In ELEVATION "C" & "D" 9'-4" BEARING HEIGHT THROUGHOUT ELEVATION "C" 4 "D" C � SQ. FT. CALC.'S LIVING ENTRY ELEV. 'A' ENTRY ELEV. 'C' GARAGE E "B" 4 "D' 1542 14 42 392 SQ. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL ELEV. 'A' TOTAL ELEV. "C' 8 'B' d 'D" 1948 19'l6 SQ. FT. SQ. FT. PATIO OPT. COV. PATIO 35 80 SQ. FT. SQ. FT. MODEL SPECIFICATIONS * GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNFINSHED * WINDOW SILLS TO SE OPTIONAL * MASTER AND SECONDARY BATH TO RECEIVE 36" MIRROR VANITY MIRRORS TO SE RAISED OFF BACKSPLASH * ALL DOORS ARE 6'-8" HIGH UNLESS NOTED OTHERWISE. * ALL TUB FIXTURES TO BE WALL MOUNTED II ' l LIVING ROOM/ BRKFST DINING ROOM/ --- . #4 M.T. C3'-4" "I e' OPTBEDRROOM , n 9'-4' CLG. '-O' - 8 I _ IH5-SH 0 ® lm ARG1 In ELEVATION "C" & "D" 9'-4" BEARING HEIGHT THROUGHOUT ELEVATION "C" 4 "D" r � acl W.I.C. 0 4" - - - WC. 1R -15H l� 1 OPT. OWNER'S BATH A R C H I T E C T S Design GrouInc. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup-com AA #: 0003325 SUHDIV. & LOT: TUSCA SOUTH LOT #27 PROJECT# 1703.00 MODEL: "1542" GARAGE S WING: RIGHT PAGE: FLOOR PLAN ARCHITECT: STATE OF FLORIDA DSC 2/3 2009 J DA : 12/22/09 SCALE: 1/4"=1"-0" SHEET 2 OF 1 C � 9 == r � acl W.I.C. 0 4" - - - WC. 1R -15H l� 1 OPT. OWNER'S BATH A R C H I T E C T S Design GrouInc. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup-com AA #: 0003325 SUHDIV. & LOT: TUSCA SOUTH LOT #27 PROJECT# 1703.00 MODEL: "1542" GARAGE S WING: RIGHT PAGE: FLOOR PLAN ARCHITECT: STATE OF FLORIDA DSC 2/3 2009 J DA : 12/22/09 SCALE: 1/4"=1"-0" SHEET 2 OF 1 8'-8' ERG. HCzT. 11-m h' SCORED BAND (TYF.) 4• & iIIINA 8'-8' BRG. HGT. 71 11-011 m' -O' FIN. FLR. 12 7 [-F-[-[-[-F-I-F- F-F- [-F-[-F- I F- F- I- I- I- F- F- 4 1 4 1 4 F� 4 FRONS' ELEVATION TEXTURED FINISH ��CFF RIDGE VENT OFF RIDGE VENT 06 1-1'-1' BUILDING NGT. 8'-B' 5f;ZG. HGT. 6' SCORED BAND (T1'FJ 01 -L I Y REAR ]ELEVATION voPT. COV. PORCH TEXTURED FINISH O' -O' FIN. FL R. 8'-8' BRG. HGT. 6' SCORED BAND KEYSTONE DETAIL I A R C H I T E C T /rDesign dw 1441 N. RONALD REAGAN B LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.corr AA #: 0003325 SLTHDIY. 8e LOT-: TUSCA SOUTH LOT X2"7 PROJECT# 1703.00 MODEL: "1542" GARAGE S WING: RIGHT PAGE: ELEVATION " A" FRO NT & REAR ARCHITECT: STATE OF FLORIDA MR 2A 2009 3A01DA'IhIfi: 12/22/09 SCALE: 1/4'9=11-0 of SIIEET or 8" 13RCx. HC-ct. G i nOPT. CO.V..PORCH 8'-8' BRCS. HCxT�L -- 0'-0" FIN. FLP-rj RIGHT SIM. 1�i 71 �' OFF RIDGE VENC RIGHT ELEVATION TEXTURED FINISH ly �1 z 0'-0" FIN. FLP. rL lyl 12 1 OFF RIDGE VENT LEFT ELEVATION TEXTURED FINISH OIL 8--8' 5RG. I-iCxt. 0" 2'-4" � OIL 0'-0" FIN. FLR. 0'-0" FIN. FLP. A R C H I T E C T S GroupDesin I nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SLTBDIV. & IAT: TUSCA SOUTH LOT X27 PRO JEC T# 1703.00 MODEL: "1542" GARAGE SVfMG: RIGHT PAGE: ]ELEVATION A" LEFT & RIGHT ARCHITECT= STATE OF FLORIDA 2 3 209 JAMES A ELL AR 12079 3:)AT�;/12/22/09 SCALE: 1/4 $f =1' — 0 "1 SHEET A A o� HEADER SPAN CHART CONNECTOR SCHEDULE 5'-0" TO SIMPSON STORY APPLICATION DES. UPLIFT GRAVITY FASTNER >- META -16 1450 (1) 10d x 11/2 I -PLY/ (6) 16d 2 -PLY Z 0 (2) META -16 1985 (10) 10d x 1 1/2 I -PLY 1900 (14) 16d 2 -PLY 0 HETA-16 1810 (9) 10d x 1 1/2 I -PLY/ (8) Ibd 2 -PLY Q � HETA-20 1810 (9) 10d x 11/2 I -PLY/ (e) 16d 2 -PLY TWO STORY APPLICATION DOWN 5TA I R5 2035 (10) 10d x 1 1/2 I -PLY NUMBER OF FULL LENGTH STUDS (2) HETA-20 2500 (12) Ibd 2 -PLY SIZE MGT + 3965 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD CLEAR SPAN HGT-2 + 10980 (2) 3/4' A.T.R. N 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. N HIGH STRENGTH EPDXY (MIN. 12' EM13ED), (16) 10d TO WOOD LTAI 1420 (12) 10d x 1-1/2' VGT 4940 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN 12' EMBED), (16) 606 1/4' X 3' TO WOOD (2)yGT (2-FLT/3-PLT) '1185/8890 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) 808 1/4' X 3' TO WOOD MTS -12 1000 (14) 10d x 1 1R HT5-16 1150 (16) lod x 1 1/2 HTS -20 1450 (24) 10d x 1 1/2 LSTA-12 ++ 925 1 (10) 10d LOTA-18 ++ 1235 (14) I0d (/) MSTA-18 ++ 1315 (14) 10d MSTA-24 ++ 1640 (18) IOd M MSTA-36 ++ 2050 (26)10d ~ V1 MSTI-36 3800 (36) 10d x 1 1/2 MSTI-48 5065 (48) 10d x 1 1/2 Hb 950 (8) 5d TO PLATES, (8) ed TO STUDS 5P4 885 (6) 10d x 1 1/2' TO STUDS A33 150 (4) 10d TO BEAM (4) 10d TO POST. HCP2 645 (b) 10d x 1-1/2, H10 995 (16) ed x 1-1/2 ABU 44 2200 6665 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIK 1' EMBED.) IN CONC. (12) 16d TO WOOD (n ABU 66 2300 12000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12)lbd TO WOOD LTT19 +++ 1340 (l) 3/4' A.T.R. N HIGH STRENGTH EPDXY (MN. 1- EMBED.) N GONG, (8AOd TO WOOD 2 LTT2 +*+ 1625 (1) 1/2' A.T.R. IN HIGH STRENGTH, XY, (MN. 1' ED.) IN CONC. (2) V BOLT TO WOOD U Z HTT-16 +++ 3955 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (18)lbd X 2 1/2 TO WOOD Q HTT-22 +++ 4165 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1- EMBED.) IN CONC, (32A6d TO WOOD HHDQII-SDS 25+ 11,445 (I) V Au.TT..R. N HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) N CONC, (24 )SD8 4' x ' WOOD SCRE HD1 6480 (1) 1/8' A.B. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC (3 - 8TUD 5OLTS TO WOOD MBNA 356/1125 3415 5330 (1) 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIK 6.15' EMBEDMENT) IN C.M.U. FACE, (18ACd TO BEAM (n Ix W HUSC412 (WOOD) 3240 2510 (FLO (10) 16d TO HEADER, (10) 16d TO WOOD 3140 (ROOF) 0 HUC410 (CMU) 1810 5085 18-1/4' x 2-3/4' TITEN ( 9 F'ER FLANGE) To CMU (10) 10d TO WOOD Z a HIGH STRENGTH EPDXY ■ SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CMIL WALL MUST BE FILLED SOLID W/ GROUT. .+ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W F- +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL 5E 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL 155 1' 0 A.T.R. ■ A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST 5E RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 18 USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A5TM-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL DA8I8 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 T-ANCHOR5PEC01, AND ANCHORING < FASTENING SYSTEMS FOR CONCRETE t MASONRY CATALOG C-2009. HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO SINGLE STORY APPLICATION 4'-11 1/2' '1' -II 1/2' AND UP SIZE CLEAR SPAN DSL 2 DSL 2 DSL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-4" 5'-4" TO 'V-0" 1'-0' TO 10"-0' 10'-0" AND OVER TWO STORY APPLICATION DOWN 5TA I R5 3 NUMBER OF FULL LENGTH STUDS SIZE CLEAR SPAN DSL 2 DSL 2 DBL 2 DSL 2 x 6 x 8 x 10 x 12 UP TO 5' - O' 5'-0' TO 6'-4" 6'-4' TO 8"-0" 8'-O" AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 8'-0' U.N.O. 4'-11 1/2' '1' -II 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 2 x 12 (#2 SYP) i/16" OSB NAIL (3) 12d 6"-8' O.C. TYP. 2x12 BM. /HDR. FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED F5'1,- SIMPSON YSIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * TRU55 TO MASONRY/CONCRETE SHALL BE ME T,A -16 FLOOD JOIST TO MASONRY/CONCRETE SMALL 5E HETA-1(o AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. TRUSS TO WOOD FRAMING SHALL BE MTS -12 3 -TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. S. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U_N.O ON FRAMING PLAN (o. MIN. 2X4 HIP GUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES -S EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 2X10 BM TO 6X6 POST (2) MSTA-24 POST TO SLAB A5u-66 GE3 --2xT0 5 = — — T3 CoI w 61 T p 11,1 t3A I L HUC410 W/8-3/f6'X2" I TAPCONS (4 `PER FLANGE) v8 x V4 ��z HUC4101 �- _vv w/8-3/f61X2" TAPCONS (4 PER FLANGE)) C OV. �oRcr� (2) META -16 Y (4 PER EA. FLANGE) 28' OVER HANG -8 SCID TRUSS FRAMING PLAN (2) META -16 SOUTHERN TRU55 03/26/09 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 s o SUBDIV. & LOT: TUSCA SOUTH LOT X2"7 PROJECT# 1703.00 MODEL: "1542" GARAGE SWING: RIGHT PAGE: FRAMING PLAN ELEVATION "A" & "B" ARCHITECT STATE OF FLORIDA DLC 13 2009 LL DAT: 12/22/09 SCALE: 1/411=1'-0"" :SHEET 5 ASF- 161 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES LIGHT 125V OUTLET 20 AMP ® 110V OUTLET LOAD INFORMATION JACK GB I/1 OF OUTLET WIRE VA 110V OUTLET WIRED TOO AIR COND. 1 SWITCH DISCONNECT REFRIGERATOR EQUIPED WITH 20/1 TELEVISION 110V OUTLET GROUND FAULT (TA Tg M T TANT TV. ( I JACK RESIT 3 220V OUTLET 4 WIRE CONNECTION ® WP EXTERIOR GROUND FAULT GFI WATERPROOF INTERRUPTER OUTLET 5 12 SWITCH DRYER SWITCH 3 -WAY OPER !/4 SWITCH 4 -WAY OPER n WALL 60/2 MOUNTED 6 1200 L IGHT CEILING LIGHT 10:12 1 VAPOR SMALL APPLIANCES CIRCUITS IOJvP GOOF 20/1 11,13 LP HT 300 r RECESSED 20/1 14 THRU 22 CAN 4614 A/C AIR HANDLER 1 CFM PER e VENT. FAN SQ. FT. L3500 VENT. FAN 1 CFM PER W/L IGHT SCS. FT. 10 2' LIGHT STRIP TOTAL 4' LIGHT STRIP 41,514 4' RECESSED 2-5UL5 WRAP ® FLUORESCENT LIGHT AROUND _ --1 2' FLUORESCENT -1 T 10,000 007. REMAINDER PER NEG -220-30 (B) 40910 HEAT PUMP GOMPRE65OR 1000 4' FLUORESCENT 4' TRACK LIGHT VA 29,59 AMPS 123 ® PANEL METER SMOKE BATT. BACK-UP OS.D. DETECTOR w/ HTRD- BATT. 6ACK-UP MOUNTED W/ SD. SMO .HARDWIRE DETECTOR CONNECTEDINTER- BATT. BACK-UP ®S/CO CARBON MONOXIDE/ W/ HARDWIRE CONNECTED SMOKE DETECTOR suALL BE A COMBO DISTANCE OF NOT LESS THEN 4' FROM WALL REQUIRED TO BE SUPPORTED O J -BOX IN W BOXOMRARKED AS SUCH FOR INSPECTION CEILING CEILIW-s 1507 - REQUIRED TO FAN/LIGHT BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR FLOOD LIGHT OPTIONAL EEISEcuRITY KEYPAD • PUSH- FOR ps. BUTTON CHIMES NOTE$: LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED 6 HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 20 AMP DEDICATED LAUNDRY CIRCUIT. • CPI a ISLAND (NOT ON KITCHEN CIRCUIT) s DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 2007,RESIDENTIAL CODE TABLE M15063) LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC GABLE AS N.E.G. 2008 ARTICLE 300.(5) (2) • ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE f U?l 1 \\ WALL MOUNTED J 36'X48° A/C 1 \ LIGHT W/SWITCH IN PLATFORM \/ 30' AF F � ATTIC \ KEYLESS \ FIXTURE �1 1 ::LG. I OUTLET GF1 GARAGE 7 11 I ------------------ vJ y J OPT. CARRIAGE — — — — — — CARRIAGE L IGHT 4 L IGHT 4 SWITCH SWITCH 198 D[�IMKI�[�kl�l111115milll/e#�I NOTE: ALL BRANCH CIRCUITS IN THE BEDROOMS ARE TO BE PROTECTED BY AN ARC -FAULT INTERRUPTER LISTED TO PROVIDE PROTECTION OF ENTIRE BRANCH CIRCUIT Ti 11/2 / 11/2" 1 2' V.T.R.I� �-- SHWR r1 1/2" 2 N 1 1 1/2 MAIN PLUMBING 1RISER DIAGRAM IT I— — — — — — — — I Sp S/CO® U. J I CE IL ING MTD. BDRM. 4 LIGHT TO BE INSTALLED, PROVIDE J - BOX FOR OPT. FAN OPT. BEDROOM #4 0. BATH r \ 0 r2 0 PANEL: PENDANT LIGHT TELEPHONE PHASE, 3W LOAD INFORMATION JACK GB WATER HEAT. WIRE VA DISCONNECT AIR COND. 1 A /CI DISCONNECT REFRIGERATOR 20/1 TELEVISION 12 1200 TV. JACK 20/1 REQUIRED TO BE SUPPORTED O J -BOX IN W BOXOMRARKED AS SUCH FOR INSPECTION CEILING CEILIW-s 1507 - REQUIRED TO FAN/LIGHT BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR FLOOD LIGHT OPTIONAL EEISEcuRITY KEYPAD • PUSH- FOR ps. BUTTON CHIMES NOTE$: LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED 6 HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 20 AMP DEDICATED LAUNDRY CIRCUIT. • CPI a ISLAND (NOT ON KITCHEN CIRCUIT) s DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 2007,RESIDENTIAL CODE TABLE M15063) LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC GABLE AS N.E.G. 2008 ARTICLE 300.(5) (2) • ALL RECEPTACLES TO BE TAMPER- RESISTANT TYPE f U?l 1 \\ WALL MOUNTED J 36'X48° A/C 1 \ LIGHT W/SWITCH IN PLATFORM \/ 30' AF F � ATTIC \ KEYLESS \ FIXTURE �1 1 ::LG. I OUTLET GF1 GARAGE 7 11 I ------------------ vJ y J OPT. CARRIAGE — — — — — — CARRIAGE L IGHT 4 L IGHT 4 SWITCH SWITCH 198 D[�IMKI�[�kl�l111115milll/e#�I NOTE: ALL BRANCH CIRCUITS IN THE BEDROOMS ARE TO BE PROTECTED BY AN ARC -FAULT INTERRUPTER LISTED TO PROVIDE PROTECTION OF ENTIRE BRANCH CIRCUIT Ti 11/2 / 11/2" 1 2' V.T.R.I� �-- SHWR r1 1/2" 2 N 1 1 1/2 MAIN PLUMBING 1RISER DIAGRAM IT I— — — — — — — — I Sp S/CO® U. J I CE IL ING MTD. BDRM. 4 LIGHT TO BE INSTALLED, PROVIDE J - BOX FOR OPT. FAN OPT. BEDROOM #4 0. BATH r \ 0 r2 0 PANEL: UNIT 1,542 150A, MAIN LUG, 120/24OV, 1 PHASE, 3W LOAD INFORMATION GB CKT. WIRE VA LAUNDRY/ WASHER 20/1 1 12 1500 REFRIGERATOR 20/1 2 12 1200 D 15HWABHER 20/1 3 12 1200 DISPOSAL 20/1 4 12 500 MICROWAVE/ HOOD 20/1 5 12 1500 DRYER 30/2 6:5 10 500 RANGE 60/2 -1:9 6 1200 WATER HEATER 30/2 10:12 10 4500 SMALL APPLIANCES CIRCUITS 20/1 11,13 12 300 1538 SQ. FT. LIGHTNING/ RECEPT 6 3 WATTS 20/1 14 THRU 22 12 4614 A/C AIR HANDLER 50/2 23:25 6 L3500 A/C CONDENSER 40/2 24:26 10 4060 TOTAL CONNECTED VA 41,514 SERVICE LOAD SUMMARY DEMAND V /G LOAD 10000 10,00 4,060 5,525 T 10,000 007. REMAINDER PER NEG -220-30 (B) 40910 HEAT PUMP GOMPRE65OR 1000 HEAT f=UMf= SUPPL M NTA C HEAT &5% TOTAL LOAD VOLT 240 VA 29,59 AMPS 123 NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARG -FAULT TYPE PER NEC 210-12 REQUIREMENTS. POWER COMPANY PEDESTAL 7 I I I SERVICE BY OTHERS W.I.C. � OPT. OWNERS `ATH GRADE LINE ELECTRICAL RI5ER SCALE: NTS NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL. POWER CO. (2) " 4/0 XHHW ALUMINUM CONDUCTORS (1) M 2/0 XHHW ALUMINUM NEUTRAL. (1) 0 4 XHHW ALUMINUM EQUIPGRD NEMA 3R COMBO DISCONNECT 150 AMP AND 120/240 VOLT M METER CAN 42 CIRCUITS MLO INTERSYSTEM BONDING 150 TERMINAL AT LOW AMP, I VOLTAGE CONNECTIONS PHONE / DATA WEATHER PROOF BOX ' CABLE / TV WEATHER PROOF BOX (1) * 4 THHN/THWN COPPER SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER NEC 2008 250.52(3). 5/8"DIA X SFT LONG COPPER GROUND ROD A R C H I T EC TS Desin Groupnc. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA SOUTH LOT X27 PROJECT# 1703.00 MODEL: 1542" GARAGE SWING: RIGHT PAGE: ELECTRICAL P LAN ARCHITECT STATE OF FLORIDA ZIX 2 JAME_$_ ¢ANTWELL AwnO 12079 3DATt-11 12/22/09 SCALE: 1/4"=1'-0" SHEET or 0 (U'5 REBAR VERTICALLY W/ CONC. TEXTURED FINISH TEXTURED FINISH FOUR CELL R-4.2 INSULATIONR-11 INSULATION MIN. R -II INSULATION MIN. STUDS 16' O.G. MAX STUDS 16' OiC. MAX z TEXTURED FINISH 1/2' GYP. WL. BD. 1/1' GYP. WL. BD. L p bt=GUR£ EST.1'LATE TO BLK W/ �' bEGURE BT. PLATT TO SLAB W/ J�' W SECURE BT. PLATE TO SLAB W/ 10d WOOD BASE WOOD BASE J p 8' CMU ANCHOR BOLL W/ Z' WASHER SET M SEC RE BOLL Wr 2" WASHER SET IN w w d 1/2 GTP. WL. BD. SIMPSON HIGH STRENGTH EPDXY 1' 5MP50N HIGH STRENGTH EPDXY 1' CUT NAILS/ MASONRY NAIL • 32' O.C. � SECURE BT. PLATE TO SLK W/ �' � SECURE ST. PLATE TO 13LK W/ ' 2 EMBED. MIN. • 32' OG MAX. EMBED. MM. • 32' OG MAX. MAX � ANCHOR BOLT W/ Z' WASHER SET IN � ANGOR BOLT W/ Z' WASHER BET IN WOOD BASE SIMPSON HIGH STRENGTH EPDXY 1' SIMPSON HIGH STRENGTH EPDXY 1' °D p EMBED. MIN. • 32' OC MAX m p EMBED. MR • 32' OG MAX. V8'4' OF 4' CONC, RE INF. W/ b'xb''MC WWM OR ° 4' CONIC, REM. W/ 6'x6' 010 WWM OR 4' GONG RSVP. W/ 6'x6' •10 WWM OR • 4' CONC, REINF. W/ 6'x6' M0 WWM OR �°'� 'A' 4' CONIC, REINF. W/ 6'x6' NO UAU1M OR ip ° v ° 44' CONIC, RE INF. W/ 6"xb' 70 WWM OR FIBERMESH ON 6 -MIL POLY P15ERMESH ON 6 -MIL POLY FIBERMESH ON 6 -MIL POLY FIBER!"IESH ON 6 -MIL POLY FIBERMESH ON b -MIL POLY FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON ? ETHYLENE VAPOR BARRIER ON - w THY VA A I .. °E E LENS POR B RR ER ON ETHYLENE VAPOR BARRIER ON ETHYLENE VAPOR BARRIER ON '.� ETHYLENE VAPOR 15ARRIER ON WELL -COMPACTED CLEAN TER'IITE i WELL -COMPACTED CLEAN TERMITE] WELL -COMPACTED CLEAN TERMITE L WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED GLEAN TERMITE ° d WELL -COMPACTED CLEAN TERMITE TREATED FILL ;,� TREATED FILL '^ U TREATED FILL O TREATED FILL aTREATED FILL TREATED FILL 4" B" 4' 1 -0, 4'e. (3) 5 REBAR ON CHAIRS 4' Z I'-4' (2) 5 REBAR ON CHAIRS I._8. I'-4"''4" O 4' 6' 6' 4' (2) 5 REBAR ON CHAIRS i(2) 5 REBAR ON CHAIRS (3)'S REBAR ON CHAIRS (2)'S REBAR ON CHAIRS O 1 -STORY FOOTING 1 -STORY FOOTING 2 -STORY FOOTING 1 -STORY FOOTING 1 -STORY FOOTING 2 -STORY FOOTING 1 W BLOCK WALL AT L.B.W. W UPLIFT 2 AT L.B. W. B AT L.B.W. W N0 -UPLIFT 3 W FRAME WALL 3 A W FRAME WALL bcALE: IR'■1'-0' bCALE: I/Z'•I'-0' SCAM=: 1/2'=1'-m' SCALE: 1/Z'.I'-m' SCALE: I/1'•I'-0" SCALE: V2"■I'-0' (U 5 REBAR VERTICALLY W/ CONC. POUR CELL (1) S REBAR VERTICALLY W/ CONC. POUR CELL • ° 4' GONG REINF. W/ 6'x6' BTLIDB 16' O.C. MAX 8' CMU 010/10 IUUM OR FIBERMESH ON 5 1/1' • HEAD OF GARAGE 5 1/2' • HEAD OF GARAGE z 8. CMU CURB HEIGHT VARIES 4' ib -MIL POLY ETHYLENE VAPOR VARIES WITH SLOPE VARIES, WITH SLOPE .4 w I E 4 w I 4 CONIC, INF. W/ 6'x6' M0 WAIN OR � 0 BARRIER ON WELL -COMPACTED U B" CLEAN TERMITE TREATED FILL SECURE BT. PLATE TO SLAB W/ �' SECURE ST. PLATE TO SLAB W/ �' i s E FIBERMESH ON 6 -MIL POLY !I) "5 REBAR ON CHAIRS, m ANCHOR BOLT W/ Z WASHER SET IN ANCHOR BOLT W/ 2' WASHER SET IN EXTENDED BLAB 11/2'-\ CURB HEIGHT VARIES ETHYLENE VAPOR BARRIER ON w BIMPSON HIGH STRENGTH EPDXY 1' SIMPSON HIGH STRENGTH EPDXY 1i0 CURB HEIGHT VARIES ip WELL -COMPACTED GLEAN TERMITE THICKEN EDGE EMBED. MIN. • 32' OC MAX. EMBED. MIN. • 32' oc MAX. 1/2' RECESS FOR SERVICE OR I I TREATED FILL 4 W Q ° ° Z A. , Z ° 4' CONC, REINK W/ 6'x6' M0 WWM OR °° 4' CCNC, REMF. W/ 6'xb' 010 WWM OR E 4' CONC, R_hF. W/ 6'xb' "IC WWM OR 1 a � ° (3) 5 REBAR ON CHAIRS 41 i0 a ° ° 4' GONG, REINF. W/ 6'x6 M0 WWM OR c0 ° , a m �r FIBERMESH ON b -MIL POLY FIBERMEBH ON 6 -MIL POLY ° ° : FIfSERMESH ON 6 -MIL POLY FIBERMEBN ON 6 -MIL POLY ° 4 �u ETHYLENE VAPOR BARRIER ON ETHYLENE VAPOR BARRIER ON d ETHYLENE VAPOR BARRIER ON ° 0 WELL -COMPACTED CLEAN TE7-s111TE WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE •° WELL A' CLEAN `E TERMITE • • in U 4' B' 4 4' TREATED FILL ;,� 4" 6' 6' 4' 4 TREATED FILL TREATED FILL ° 4' CONC, RE INF. W/ 6'x6' M0 WI M OR U TREATED FILL F15ER-MOW ON 6 -MIL POLY 1 -4" I -8" Z (2) +'5 FM15AR ON CHAIRS 4' B' 4' (2) 45 REBAR ON CHAIRS Q' 4' b' b' 4' L. (2) 5 REBAR ON CHAIRS f3J 5 MBAR ON CHAIRS � � E � )_ �4' ETHYLENE VAPOR BARRIER ON pp WELL -COMPACTED CLEAN TERMITE `^ U '^ U I -4, `^ m 1 'B" TREATED FILL GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP SLAB AT GARAGE 1 -STORY FOOTING 2 -STORY FOOTING 5 NON-BEARING 6 1 -STORY LA W. 6 A 2 -STORY L.B. W. SERVICE DOOR 8 AT GARAGE 8 A AT GARAGE /� • -m bcALE: R SCALE: I/2 '=1' -m' bcALE: /�'•'-ro' SCA E: /� • -ro SCALE: I/2"=1'-0' (1) "5 REBAR VERTICALLY W/ CONC. POUR CELL R-42 INSULATION Z TEXTURED FINISH Q W e' CMU i J RECESS FOR r V2' GYP. WL- SD. m1�0' 1G GARAGE DOOR I WOOD BASE 1 � O r GRADEi g ° d 6' I' RECESS FOR 4" CONIC, REINF. W/ 6'xb' •10 IUUM OR ° ° �° 4' GONG, IRE INR W/ 6'x6' =10 U1lUIM OR S.GD. TRACK FIBERMESH ON 6 -MIL POLY io ° ° d. 4' CONC, RE INF. W/ 6'x6" 10 WWM OR FIBERMESH ON 6 -MIL POLY FINISH FLOOR ETHYLENE VAPOR BARRIER ON 1'-0' ETHYLENE VAPOR BARRIER ON FIBERMESH ON 6 -MIL POLY �u WELL -COMPACTED GLEAN TERMITE w WE CLEAN TERMITE . ° • , d ETHYLENE VAPOR BARRIER ON TREATED FILL Q ° d TREATED FILL WELL -COMPACTED CLEAN TERMITE M U 4' 8' 8' 4' ? °° ° ° (1) 5 REBAR ON CHAIRS TREATED FILL 2'-0" 4' 5 REBAR ON CHAIRS p 4' b' 6' 4" (3) r5 REBAR ON CHAIRS le4 e d SLAB AT S.G.D. 2 -STORY FOOTING Q CONCRETE PAD 11 GARAGE DOOR FOOTING 1 � NOT USED 13 W BLOCK WALL 14 NOT USED tJ SCALE: 1/1'.1 -0' 10 SCALE: P-1'-0' SCALE: 1/Z'•1'-0' " _ , SCALE: I/2 =1 0 E N E POURED LINTEL CONT. (TYP.) CM FILLED CELL (TYR.) �� • 2X WALL FRAMING (4)14'X?' ANCHOR BOLTS or (4)14'X1' J -BOLTS MR 5' EMBEDMENT W/ 2'X2'X1/B' WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS PRIOR t0 PILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 159BLOCK WALL CONNECTION SCALE: 1/2' -I' -V' (U P5 REBAR BET IN SIMPSON HIGH STRENGTH EPDXY T' EMBED. MIN. 4' CONC, REINF. W/ 6'x6'10 WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL TYP. RETROFIT FOR A OMITTED DOWELS CAULK AND SEAL GAb LINE PVC SLEEVE FOR GAS LINE o B: Cmu N �I/2' DRYWALL WOOD BASE e ° ed d, a TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ S' HOOK GROUTED BOND BEAM 4 L VI Z 4. ° e " d ° C 1 GAS LINE THRU BLOCK 2-SORRYBAR°"CHAIRS (3) +5 REBAR ON CHAIRS (U'5 REBAR VERTICALLY W/ CONC, POUR CELL R-42 INSULATION B' cMu ° VARIES PER ELEV. Z' 1/2' GYP. WL. BD. ° . Z WOOD BASE 4' CONC, REINF. W/ 6'x6' 010 WWM OR FIBERME54 ON 6 QQ —CLEANOUTIRED J OLR4INS� ON TO HORIZATIONAL C -MIL POLY Z 4 ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE F °' TREATED FILL T r a (2) 5 REBAR • 1 -STORY I I . 0'-0' FIN. FLP_ ° : (3) 5 REBAR • 2 -STORY I (I) 5 VERT. DOWEL L -. BAR 'd e ° ° a d' OUTSIDE REBAR TO BE LAPPED W/ BOND SEAM jp 6' PV( CHASE THR3.1 FOOTING ° 4' ° TO HORIZAALO ° ° ��. 4 , .,��3' CONTINUOUS (1) 5 REBAR AT CORNERS W/ 25' LAP MIN. • • d : REBAR W/ B' NOOK �� d .�� ° °. e n ° d W I-8TORY E 4' 8" 4' (2) 5 REBAR ON CHAIRS U 0 U I-4. 2 -STORY (3) 5 REBAR ON CHAIRS 2'-1' MIN. LAP • I d n PIPE THROUGH TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL B REBAR LAP AT FOOTING r__ LINTEL 'CORNERS D W BLOCK WALL CLEANOUT REQUIRED E: I' Q_E_k-MA • I'-0' ALL, EXT'ElRIO R FOOTERS AT' FINIS I -I SLAB'S 70 BE 1VII12" BELOW UNIDI►`�� T'UIRI3EID SOIL HORIZONTAL/VERTICAL REINFORCING AT F BEARING CHANGE SCALE: 1/2' • I'-0' I A R C H I T E C T S Design Group�nc. 1441 N. RONALD REAGAN BL% LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SXMDIV. & LOT: TUSCA SOUTH LOT #27 PROJECT# 1"703.00 MODEL: "1542" GARAGE SWING: RIGHT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT STATE OF FLORIDA p"� 2.1 mA JAPS4,S CANTWELL NO 12079 DATE: 12/22/09 SCALE: 1/4"=1'-0" SHEET or GROUTED BOND BEAM VARIES PER ELEV. Z' TIE VERTICAL REBAR ° TO HORIZATIONAL C 4 REBAR W/ 8' HOOK VARIES PER ELEV. ° GROUTED BOND BEAM e a • I d n d CLEANOUT REQUIRED FOR INSPECTION a r ° FLR • ° TIE VERTICAL REBAR TO HORIZATIONAL d <' REBAR W/ 8' HOOK F� HORIZONTAL/VERTICAL REINFORCING AT F BEARING CHANGE SCALE: 1/2' • I'-0' I A R C H I T E C T S Design Group�nc. 1441 N. RONALD REAGAN BL% LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SXMDIV. & LOT: TUSCA SOUTH LOT #27 PROJECT# 1"703.00 MODEL: "1542" GARAGE SWING: RIGHT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT STATE OF FLORIDA p"� 2.1 mA JAPS4,S CANTWELL NO 12079 DATE: 12/22/09 SCALE: 1/4"=1'-0" SHEET or PANEL ANCHOR SEALANT 60 I B SEALANT E43 3/8" -EXPANSION STRIP-- FREE TRIP FREE OF MORTAR PANEL ANCHOR n II 1/4' EXP. BOLT ° TWO PER ANCHOR Ti D WALL FRAME SHOWN HERE FOR ILLUSTRATIVE PURPOSES ONLY. WALL FRAMING CAN BE CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND PANEL ANCHOR STYLE CONSTRUCTION LINTEL PLATE 3/8' EXPANSION STRIP FREE OF MORTAR LINTEL SEALANT TO BE MIN. 1/2' DEEP SEE NOTE EXPANSION SCRIP PANEL ANCHOR GLA55 BLOCK NOTE: THIS DIMENSION IS DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS BLOCK. PANEL REINFORCING m EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT ACROSS EXPANSION JOINTS GLASS BLOCK POSITION (2) 1-1/4' 5-4 HEX WASHER HEAD WITH ANTI -CORROSIVE COATING TIGHT TO BEND OF ANCHOR AND END OF SLOTTED HOLE TYPE S OR N MORTAR 1/4" MIN. 1/2" MAX. PANEL REINFORCING MORTAR ASPHALT EMULSION O� 1-3/4' X 2m GAUGE X 24' LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL SECURE 2x6 MIN. TO BLK W/ (2)V ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH E=PDXY 4' EMBED. 2X4 SECURED TO GABLE END WK2)1266EA. UPRIGHT -- I 2X4 SECURED TO I7 D GABLE ENG W/(2)12d - - 6'-8' O.G. SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS. _ T 0 L-30 6 SIDES: GABLE BLOCKING 2X6 GARAGE DOOR BUCK W/ (3) TRUSS 2x4 BLOCKING VX8' J -BOLTS 4' EMBEDMENT MIN. A EA. RAFTER W/ 2'X2'X%a WASHER AND NUT L-30 EA. SPACED EVENLY FROM FLOOR TO RAFTER GARAGE DOOR HDR IN JOINTST H2 5 PRIOR TO FILLING. RAFTER 1-2X(o PT BLOCK A CENTER OF DOOR HEADER W/o) }4'X8' J -BOLTS 2x4 RAFTER 4' EMBEDMENT W/ 2'X2 "XY8' WASHER 24' O.C. AND NUT 2x4 FRAMING © (TYP) GARAGE DOOR 3 BUCK ATTACHMENT SCALE: 1/2'=I' -O' 8 NOT USED 4 FRAMED OVERHANG N.T.S. 2X4 DBL TOP PLATE 2x4 METAL STUD 24' O.C. I/2' DRY WALL 2X4 16' O.C. MAX 2X4 PT. M. BT. PLATE ,c. 1/2' AB W/ - •, MIN. -I' EMBEDMENT 2' DIA. WASHER 32' O.G. MAX "5 REBAR CONT. 9 WOOD FRAME TO BLK. SCALE. SPARK ARREST T-4 Ire' PER MANUFACTURER IX2 PT. TOP OF BOX — DBL. TOP PLATE 2x4 STUD �I I� �I I TEXTURED FINISH OVER_ PAPER BACK EXP. MET. LATH. W/ ON O.S.B. SHEATHING OR j' CDX PLYWOOD PRE. ENG. TRUSS &LLA N VIEW SIMPSON H-5 (MIN.) — a 2X4 TO TRUSS PRE. ENG. TRUSS SP4 OR H-5 TOP PLATE TO STUDS !'-0' ABV. 10'-0' LEVEL TO ROOF :)R 2'-0' ABV. HIGHEST RIDGE WITHIN 10'-0' w SIMPSON H-5 (MIN.) o 2X4 TO TRUSS 1 CHIMNEY DETAILS PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS a 16' O.G. MAX SIMPSON LSTA-12 a EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS a 16' D.G. MAX W/ SHEATHING. SHEATHING TO BE WITHIN J' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY m A TIME. USE 126 NAILS, TWO WITHIN (o' FROM EACH END 4 NO MORE THAN 12' O.G. STAGGERED SP4 OR 1-15 6 TOP AND BOTTOM PLATES a EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR L INE TYP. EXTERIOR WINDOW/ rJ DOOR OPENING WD FRAMED SCALE: 1/2"=1'-0' NAILING SCHE[DUILE ROOF DIAPHRAGM USE 'i/16" O.S.S. OR 1/2' CDX PLY WITH 08 RING SHANK GUN NAILS AT 4' O.G. AT SUPPORTED PANE=L EDGES AND O8 RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE "8 GUN NAILS A 4' D.G. EXTERIOR SHEATHING USE "1/16' 0.S5. OR 1/2' PLY WITH +18 RING SHANK GUN NAILS AT 6' O.G. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.G. TOP a 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 NAIL REQUIREMENT6 SIZE HEAD LENGTH DIA. TENSILE STIR 8d ROUNDMODIFIED 1 1/8' .113 110,000 OR T ROUGH OPENING UP TO 81-0' 10d ROUND,IODIFIED 21/8' .128 110,000 OR T TOP CORD BLOCKING AT 4' O.G. 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 012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5.2 INCH NAIL LENGTH ROOF SHEATHINGr LAYOUT AND ENDWALL 5RACING FOR G,48LE END FRAMING A ii mmm 'llll v PRECAST L ROUGH OPENING UP TO 81-0' go PRECAST SILL omm ii mmm 'llll v SECURE 2x TO BLOCK W/ (2) a' TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) IMIN EMBI=D. 1 #") WITHIN 8' OF EACH n END AND 18" O.C. MAX =' m LL SPACING. ' O.S.B. SHEATHING OR -`00 ' GDX PLYWOOD 2x4 BLOCKS '--CMU WALL 6 ARCH WINDOW FRAME A SECTION SCALE: 1/2' = I'-0' NOTE: : TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (O.SB. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT g OPENINGS "8 RING SHANK GUN NAILS • 4' D.G. TOP 4 BOTTOM EDGES -7 e N J PRE TRUE MTS - Z/16' 2x4 BTM. PLA' MTS - 32' c PRE- —1 1 -- TRUSS —TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16' O.C. x/16' OSB. 1/2' AB. W/ MIN. -I" EMBEDMENT LOCATE 6"-8' FROM ENDS AND 32' O.G. MAX. TEXTURED FINISH META -16 8' CMU WALL KNEE WALL DETAIL � TO BLOCK SCALE: 1/2' =1'-0" V.0. I /I 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 -16 2'-0" EXT: SCALE: 1/2'.1' -0' 8 RING SHANK GUN NAILS m 6' O.G. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.SB. TO BE STRUCTURAL GRADE) *8 2' DECK SCREWS 61 6'-8" O.G. MAX a EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND' THICKNESS OF 5UB-FLOOR SHEATHING TYP. 3/4" T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS OPT SERVIC PRE -ENG. TRUSS DBL. 2X TOP PLATE i 2X BLOCKING TOP OF 1/16' O.S.B. 2X STUDS 16' O.C. MAX. 2X BTM. PLATE as 3/4' FLOOR DECKING N PRE- ENGINEERED e FLOOR TRUSS 2x4 0 TOP 4 BOTTOM CONT. HETA-16 BLK. WALL O CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK. W/ 1/4' GAP FROM BLK. TO O.S.B. O HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. TO PROVIDE= CONT. NAIL PATTERN �3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING a TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW O5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING A R C H► T E C TS Design GrouErnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDLV. & LOT: TUSCA SOUTH LOT #27 PROJECT# 1703.00 MODEL..: "1542" GARAGE SWING: RIGHT PAGE: misc. DE'T'AILS ARCHITECT: STATE OF FLORIDA D::G23 JAMESdANTWELL AR1207 DATE 12/22/09 - SCAT : 2/22/09SCALE:1/4"=1'-0" SHEET D20F16 FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN 2x4 BLOCKING BETWEEN OVER #15 FELT PAPER ON FIBERGLASS 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 CDX PLYWOOD SECURED 4'-0" O.C. CAT OVER 1 O.S.S. SHEATHING OR 1" SEAMS) PER NAILING SCHEDULE SEAMS) CDX PLYWOOD SECURED PRE -ENG GABLE TRUSS PER NAILING SCHEDULE PRE -ENG GABLE TRUSS P.T. ix2 W/ MTL. DRIP EDGE 2x4 NAILER MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED W/ (2) FIBERGLASS SHINGLES 2x4 SUB -BAND 126's im EACH TRUSS CONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND OVER #15 FELT PAPER ON TO BE INSTALLED -S MID. POINT OF ALUM. SOFFIT W/ (2)126'r, 6 EACH TRUSS ALUM. SOFFIT TRUSS SPAN, OR 10'-0" O.C. MAX. �61O.S.B. SHEATHING OR i STIFFBACK AT ALL UPRIGHTS TO BE INSTALLED e MID. CDX PLYWOOD SECURED OVER 4'-10" HIGH (SEE POINT OF TRUSS SPAN, OR STIFFBACK AT ALL SEE ENERGY CODE FORMS PER NAILING SCHEDULE SEALED ENG. FOR SIZE 4 10'-0" O.C. MAX. UPRIGHTS OVER 41-1011 FOR INSULATION R -VALUES. CONDITION.) HIGH (SEE SEALED ENG. 1. - SEE ENERGY CODE FORMS �" GYPSUM BOARD OR ° PRE -ENG TRUSS SEE ENERGY CODE FORMS - FOR SIZE 4 CONDITION.) NIGH STRENGTH CLG. O.S.B. SHEATHING OR �" FOR INSULATION R -VALUES. 1 1„ FOR INSULATION R -VALUES. ° 16 O.S.B. SHEATHING OR 2 BOARD MTL. DRIP EDGE CDX PLYWOOD. ATTACHED s„ " GYPSUM BOARD OR HIGH PER NAILING SCHEDULE ON s GYPSUM BOARD OR 2" CDX PLYWOOD. ATTACHED 2x4 NAILER 4H - HIGH STRENGTH CLG. PER NAILING SCHEDULE ON 2x4 SUB -BAND STRENGTH CLG. BOARD SHEET D5 BOARD SHEET D5 2x4 6 24" O.C. a INTERIOR VENTED ALUM. SOFFIT CONC. FILLED LINTEL BLK 7/8° THICK, 3 COAT CEMENT CONC. FILLED LINTEL BLK „ KNEE WALL W/ (U '�5 REBAR CONTINUOUS PLASTER OVER GRADE - W/ (1) #5 REBAR CONTINUOUS �s THICK, 3 GOAT GEMENT PLASTER OVER GRADE _ CONC. FILLED LINTEL BLK EMBED. STRAP VERIFY W/ PRECAST LINTEL "D" FELT PAPER BACK R-4.2 BATT. INSUL. "D" FELT PAPER BACK W/ (1) *5 REBAR CONTINUOUS METAL LATH OVER METAL LATH OVER TRUSS PLAN R-4.2 BATT. INSUL. APPROVED HOUSE WRAP PRECAST LINTEL APPROVED HOUSE WRAP PRECAST LINTEL WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT AS "THICK, 2 COAT CEMENT PER MANUFACTURES PAPER PER MANUFACTURES PAPER 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) 05 REBAR VERTICALLY SECURE GABLE TO 2x6 P.T.(1) 'S REBAR VERTICALLY SECURE GABLE TO 2x(o P.T. (1) #5 REBAR VERTICALLY W/ CONC. POUR CELL PLATE W/ 126's 8" O.C. MAX W/ CONG. POUR CELL PLATE W/ 126's 8" O.C. MAX W/ CONS. POUR CELL I 1x2 P.T. FURRING STRIPS SECURE 2x6 PT. PLATE TO I - ' Ix2 P.T. FURRING STRIPS SECURE 2x6 PT. PLATE TO I 1x2 P.T. FURRING STRIPS 1(o 1, O.C. BLK W/ 2 " x9" ANCHOR BOLT W/ 1�" O.C. LK W/ '"x9" ANCHOR BOLT W/ 1(o" O.C. n 2" WASHER SET IN SIMPSON 2" WASHER SET IN SIMPSON e I: 8 CMU 8 cMu 8" CMU HIGH STRENGTH EPDXY i" : I HIGH STRENGTH EPDXY 7" 1/2 GYP. WL. BD. 1/2" GYP. WL. BD. 1/2 GYP. WL. BD. WOOD BASE EMBED. MIN. e 32" OC MAX. - WOOD BASE EMBED. MIN. raj 32" OC MAX. WOOD BASE i"THICK, 2 COAT CEMENT a i"THICK, 2 COAT CEMENT - oor PLASTER APPLIED o d� PLASTER APPLIED d, d. d, I tl n a d DIRECTLY TO MASONRY o d 4 d DIRECTLY TO MASONRY o d .4 d d 1- STORY GABLE 1 -STORY 1 -STORY GABLE W/ VAULT CLG. 1 BLOCK WALL Q, BLOCK WALL 1B BLOCK WALL SCALE: 3/4"=V-0' L SCALE: 3/4"=V-0" SCALE: 314"=V-0" 2X4: ® 2X4: ® 2X4: CM SECURE t0 BLOCK W/ 3(e' SECURE t0 BLOCK W/ Wb' SECURE TO BLOCK W/Y4' TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD 51ZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1)4") MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 149 WITHIN 8' OF EACH END t WITHIN 8' OF EACH END t WITHIN S' OF EACH END t 18' O.G. MAX SPACING. 18' O.G. MAX SPACINGS. 18' O.G. MAX SPACING=. S' CMU 2X6: ® ey 2X6: ® 2X6: X�' DRYWALL SECURE TO BLOCK W/2 -Ys' NOTE: STRUCTURAL 2X MUST SECURE t0 BLOCK W/2-%' SECURE TO BLOCK W/1 -i/4' NOTE: STRUCTURAL 2X MUST I"X4' OR 1"X2' P.T. NAILER TAPCONS OR DRIVE PIN BE ON OUTSIDE t SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN BE ON OUTSIDE t SECURED (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE t SECURED (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL Ix4 P.T. OR %'X4' MIN. SECURE MIN. HEAD 517E 300 %' TAF'CON MIN. I -Y4' MIN. HEAD SIZE 300 F1 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 34" TAPCON MIN I Y4' THRU FRAME t EXTEND I -Ya' MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK MIN. EMBEDMENT 1,V4") W6 TAPCON MIN. I -Ya' MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK. INTO BLOCK W/ W6 TAPCONS WITHIN 8' OF EACH END t ' " n OR DRIVE PIN S CMU WITHIN B OF EACH END t EMBEDMENT INTO BLOCK WITHIN 8 OF EACH END t „ -1 /1 ro O.cJ' .B. OR CDX 18 O.C. MAX SPACING. 18' O.G. MAX SPACINGS. 18' O.G. MAX SPACING. S CMU MIN", SIZE .145 X' DRYWALL 8" CMU' DRYWALL TYVEK BUILDING WRAP MIN. HEAD SIZE 300 2X8: ® I'X4' OR I'X2' P.T. NAILER 2X8: ® Xi' DRYWALL 2XS: MIN. EMBEDMENT 1-Y4' SECURE t0 BLOCK W/2 -We.' SECURE TO BLOCK W/2-34' SECURE TO BLOCK W/1-1/4' I'X4' OR I'X2' P.T. NAILER WITHIN 8' OF EACH END t 18' TAPCON5 OR DRIVE PINPi �(b' O.SB. X 4' MIN. TAPCONS OR DRIVE PIN I'X4' OR I'X2' P.t. NAILER TAPCONS OR DRIVE PIN N6' O.S$. X 4' MIN. PAPER BACK O.C. MAX SPACING (MIN. SHANK SIZE .145 --- DOOR CASING: (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 J DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 DOORCASING GALV'D MTL. LATH DOOR CASING MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1,49 MIN. EMBEDMENT 1 Y4') DOOR AMBB OR WINDOW DOOR JAMB OR WINDOW WITHIN S' OF EACH END t ATTACH TO 2X PER WITHIN 8' OF EACH END t ATTACH t0 2X PER WITHIN 8' OF EACH END t ATTACH TO 2X PER �/8�� TEXTURED ATTACH TO 2X PER IS' D.G. MAX SPACING. MANUFACTURES DETAILS. 1S' O.G. MAX SPACING. MANUFACTURES DETAILS. 18' O.C. MAX SPACINGS. MANUFACTURES DETAILS. FINISH e) 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 TO PLUMB JAMB (DO NOT EXCEED Ya") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 4") f1 DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16 DOOR JAMB TO BLOCK +3 DOOR JAMB TO BLOCK +3-7/16 CONSTRUCTION " �- WINDOW TO BLOCK +3/4 OR +5 4 WINDOW TO BLOCK +1-15 16 WINDOW TO BLOCK +3" WINDOW TO BLOCK +3-7/16" SCALE: I'=I'-0" SCALE: I'=1'-0" s: 2X4: ® 2X4: ® 2X4: ® 2X4: CEM Sll CMu SECURE t0 BLOCK W1 W& SECURE TO BLOCK W/ 31(6' SECURE TO BLOCK W/ 3ifb' SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPGON5 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 g MASONRY MIN. EMBEDMENT 149 MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4") NOTES STRUCTURAL 2X MUST MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END t WITHIN 8' OF EACH END t WITHIN 8' OF EACH END t NO Es OUTSIDE t SECURED WITHIN 8' OF EACH END t 18' O.C. MAX SPACINGS. 18' O.G. MAX SPACING. 18' O.G. MAX SPACINGx. BE ON 3H OUTSIDE NON-4RUCtURE 18' O.G. MAX SPACING. 2X6: ® 2X6: ® 2X6: ® X16" TAPCON MIN. I -Y4' 2X6: SECURE TO BLOCK W/2 -3w SECURE t0 BLOCK W/2 -W&' NOTE: STRUCTURAL 2X MUST SECURE t0 BLOCK W/2 -'rib' EMBEDMENT INTO BLOCK SECURE t0 BLOCK W/1-1/4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE t SECURED TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST CMIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 S" CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE t SECURED WEEP SCREED MIN. HEAD SIZE 300 MIN. HEAD 51ZE 300 %' TAPCON MIN. 1 -Ya' MIN. HEAD SIZE 300 ' DR'r'WALL MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 Y49 EMBEDMENT INTO BLOCK MIN. EMBEDMENT 149 I'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT 1 Y4') 3ri6' TAPCON MIN. 1-)4' WITHIN 8' OF EACH END t WITHIN 8' OF EACH END t WITHIN 8' OF EACH END t WITHIN S' OF EACH END t EMBEDMENT INTO BLOCK DETAIL � WOOD TO 18' O.C. MAX SPACING. IS' O.G. MAX SPACING. 8 CMU 18' O.G. MAX SPACINGS. 2ND 2X SECURE TO 18' D.G. MAX SPACING. „ 8' GMU X�' DRYWALL STRUCTURAL MEMBER W/l2)12d 8 CMU LOCK C O N N E C T' I O N 2X8: ® 2XS: ET 2X8: ® 2X8: ® ,�' DRYWALL SECURE t0 BLOCK W/2-9if6' i4 DRYWALL SECURE t0 BLOCK Wn-3i%' 1X4 OR I X2 P.T. NAILER SECURE TO BLOCK W/2-gi(6' WITHIN 8 OF EACH END t 6 SECURE t0 BLOCK W/1-1/4' 1'X4' OR 1'X2' P.T. NAILER t0 8' O.C. MAX I'X4' OR I"X2' P.T. NAILER TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 1 P.T. X 4 MIN. TAPCON3 OR DRIVE PIN TAPCONS OR DRIVE PIN SCALE: 1 1/2"=I'-0" CMIN. SHANK SIZE .145 DOOR CASINGS (MIN. SHANK SIZE .145 1—DOOR CASINGS (MIN. SHANK 517E .145 DOOR CASINGS (MIN. SHANK SIZE .145 1' P.T. X 4' MIN. MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW DOOR CASING-: MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER ATTACH TO 2X PER ATTACH TO 2X PER , WITHIN 8' OF EACH END t WITHIN 8 OF EACH END t WITHIN 8 OF EACH END t WITHIN S OF EACH END t DOOR JAMB OR WINDOW 18' O.G. MAX SPACING. MANUFACTURES DETAILS. IS' O.G. MAX SPACINGS. MANUFACTURES DETAILS. 18' D.G. MAX SPACINGS. MANUFACTURES DETAILS. 18' O.G. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya) NOTE. SHIM AS NEEDED t0 PLUMB JAMB (00 NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") 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" B WINDOW TO BLOCK +1-1 2" D WINDOW TO BLOCK +2 1/47Y T____KOW7jLQCNDK +3" H3 4" SCALE -1' ARCHITECTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 StMDrv. & LOT TUSCA SOUTH LOT #27 PROJECT# 1703.00 MODEL: "1542" GARAGE SWING: RIGHT PAGE: MO NO LITHI( 1 -STORY WALL SECTIONS & NOTES ARCHITECT: STATE OF FLORIDA JAMES(,CANTWELL A 0 12079 DATf�: 12/22/09 SCALE:1/4 01=1'-0" SHEET D 3 OF FIBERGLASS SHINGLES OVER '115 FELT PAPER ON i" D.S.B. SHEATHING OR 2" CDX PLYWOOD SECURED PER NAILING SCHEDULE PRE -ENG TRUSS MTL. DRIP EDGE 2x4 SUB -SAND VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS O.S.S. SHEATHING OR 2" CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5. -/a" 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 1'-01 MIN. FROM 2ND FLR LINE 2x4 CONT.,s TOP AND BT. OF FLR TRU55 (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2A) EMBED. STRAP VERIFY W/ TRUSS PLAN 2"THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2—STORY FIRST FLOOR BLOCK SECOND FLOOR FRAME 1 SCALE: 3/4"=V-0" 2x STUDS o 16" D.G. MAX W/ R-11 BATT. INSUL. MIN. 4" T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE -ENG FLOOR TRUSS SIMPSON HETA-16 EMBED. STRAP tv 32" O.G. MAX VERIFY W/ TRUSS PLAN $" GYPSUM BOARD OR 2" HIGH STRENGTH CLG. BOARD EE ENERGY CODE FORMS OR INSULATION R -VALUES. " GYPSUM BOARD OR IIGH STRENGTH CLG. BOARD WIST STRAP VERIFY W/ RUBS PLAN 1JINDOW ATTACHMENT AS =ER MANUFACTURES SPECIF ICAT IONS JINDOW BILL 2x STUDS e 16 O.C. MAX W/ R-11 BATT. INSUL. MIN. � T G SUBFLOOR GLUED 4ND NAILED AS PER SAILING SCHEDULE PRE -ENG FLOOR TRUSS ( INSTALL PER MFG. SPECS.) S" GYPSUM BOARD OR 2" HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) *5 REBAR CONTINUOU: R-4.2 BATT. INSUL. PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIF (CATIONS PRECAST SILL (1) *5 REBAR VERTICALLY W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS 16 " O.C. 8" CMU 1/2' GYP. WL. BD. WOOD BASE i O.S.B. SHEATHING OR 2" CD> PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5 i"THICK, 3 COAT CEMENT —� PLASTER APPL IED TO METAL LATH OVER 2 LAYERS OF GRADE D BUILDING PAPER OR PAPER BACKED LATH OVER AN APPROVED HOUSE WRAP 2x4 CONT. tv TOP AND BT. OF - FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, ST. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2A) EMBED. STRAP VERIFY W/ TRUSS PLAN "'THICK, 2 COAT CEMENT/ PLASTER APPL IED DIRECTLY TO MASONRY FIBERGLASS SHINGLES OVER #15 FELT PAPER ON 1/16" D.S.B. SHEATHING OR �" CDX PLYWOOD SECURED PER NAILING SCHEDULE MTL. DRIP EDGE 2x4 SUB -BAND ALUM. SOFFIT STIFFBACK 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.G. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 126's 8" O.G. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON HTC4 -8 24" O.G. MAX WINDOOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS I6 O.S.B. SHEATHING OR 2" CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5 /a" THICK, 3 GOAT CEMENT PLASTER OVER GRADE "D" FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE "D' FELT PAPER - NOTE: SHEATHING MUST NOT BREAK 1' - O" MIN. FROM 2ND FLR LINE 2x4 CONT. a TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL_ SHEATHING NAILER) WEEP SCREED (SEE DETAIL 24) EMBED. STRAP VERIFY W/ TRUSS PLAN "THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2 --STORY GABLE FIRST FLOOR BLOCK SECOND FLOOR FRAME ------ SCALE: 3/4"= 1'-0" FLOOR CONNECTION AT PARALLEL/ 2 PERPENDICULAR PRE ENG FLOOR TRUSS SCALE: 3/4"=l' -O" 2x STUDS a 16" O.G. MAX W/ R-11 BATT. INSUL. MIN. 3" T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE -ENG FLOOR TRUSS GYPSUM BOARD OR 2" HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) *5 REBAR CONTINUOUS 2x4 BLOCKING BETWEEN TRUSSES AT F I RST TWO BAYS 4'-0" O.G. CAT SHEATHING SEAMS) PRE -ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2)126'.s -0 EACH TRUSS 5EE ENERGY CODE FORMS =OR INSULATION R -VALUES. 8" GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS WINDOW SILL 2x STUDS 6 16" O.C. MAX W/ R-11 BATT. INSUL. MIN. 3" T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE - ENG FLOOR TRUSS ( INSTALL PER MFG. SPECS.) $" GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) 05 RESAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (1) #5 REBAR VERTICALLY W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS 16 " O.C. 8' CMU 1/2" GYP. WL. BD. WOOD BASE -7/16" O.S.B. OR 2" CDX TYVEK BUILDING WRA PAPER BACK r�GALV'D MTL. LATH "-f/8" TEXTURED X" FINISH e WOOD WOOD i WEEP SCREED CONSTRUCTION r. ,a az N CMu 1/2" TEXTURED FINISH 's MASONRY WEEP SCREED DETAIL Cab WOOD TO LOCK CONNECTION SCALE: 1 1/2"=1'-O " 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 SUMDIV. 8a LOT: TUSCA SOUTH LOT #27 PROJECT# 1703.00 MODEL: 1542" GARAGE SWING: RIGHT PAGE: MONOLITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA 2 3 2009 JAMAERS DATE: 12/22/09 SCALE: 1/4"=1'-0" SHEET D4OF' *NOTE: NAIL SHEATHING TO ALL 2X AS PER EXT. SHEATHING NAILING, Bot 4" O.C. MAX EDGES 4 &"-8" O.C. MAX IN THE FIELD PRECAST HEADER(MIN) A 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON DBL. TOP PLATE OR DRIVE PIN (MIN SHANK 51ZE.145 SECURE 2 X RIP TO Flt MIN HEAD SIZE 300 DBL. TOP PLATE W12 -12015 6'-8' O.C. MAX. MIN EMBEDMENT I I/4'J 2X4 16' O.C. MAX. 1/8' TEXTURED FINISH 8' FROM EACH END AND law�� 1/16" 055 SHEATHING D.G. MAX. MIN 1-1/4 EMBEDMENTi9 2 X 6 (MIN 2 X 3) 2-3/16 TAPCONN 2 X 4 16' O.G. Max. OR DRIVE FIN (MIN SHANK SIZE.145�s (WHEN OVER 16' IN HIEGHT.) MIN HEAD SIZE 300 TAPCONS OR DRE 2X4 wI/E PfN 2 X 4 (WIPEN OVER 16' IN HIEGHT.) MIN EMBEDMENT 1 1/4") (MIN. SHANK SIZE .145 MIN. 1/4' TEMPERED MASONITE 8' FROM EACH END AND IS' HEAD 517E 300 MIN. GLUE E NAIL W/8d'S S'-12" O.G. O.C. MAX MIN 1- 114' EMBEDMENT EMBEDMENT 1 Ya' W/IN 8' IF NEEDED. 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON EA. END NOT TO EXCEED BT. PLATE 2 X SOLID BLK'G ARCH OR DRIVE PIN (MIN SHANK SIZE.145 18' O.G. MAX MIN HEAD SIZE 300 2X4 SOLID BLOCKING SECURE W/2 -12d EACH END MIN EMBEDMENT 1 1/41) SECURE TO SHEATHING W/ ATTACHMENT PER 8' FROM EACH END AND 18' MIN. 2-12d PER BLK. EA. END MANUFACTURER'S SPECS. O.G. MAX. MIN 1-1/4' EMBEDMENT '1/16' OSB SHEATHING MTL WDC FRAME CMU WALL 2X4 SOLID Off' PLYWOOD OS.B. , BLOCKING SECURE NOTE: NO GAP m WDW FRAME TO SHEATHING WITH TO EXCEED 1/4' ARCHWAY DETAIL MIN. 2-126 PER BLK EXTERIOR ARCHWAY 1 16" AND UNDER EA. END WITH WINDOW ARCCUTAWAY TAIL SCALE: 1/2'=1'-0' SCALE: I/2'-1'-0' SCALE: 1/2'-1'-0' DBL. TOP PLATE 2X4 16' O.G. MAX SECURE 2X4 TO WOOD W/2 -12d ■ 6"-8' D.C. STAGGERED SECURE 2X4 W/ 2-3(6' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4' W/IN 8' EA. END NOT t0 EXCEED 18' O.C. MAX 2X4 SOLID BLOCKING SECURE TO SHEATHING WITH MIN. 2-12d PER BLK. EA. END 3 EXTERIOR ARCHWAY SCALE: I/2'=1'-0' 10 xb' 0.5.5. OR/,' PLYWOOD SHEATHING 2O 015 BLDG. FELT 0 24' WIDE 26 GA. GALVANIZED METAL FLASHING MUST ADD D1910, 36' WIDE AND AND MUST BE A MIN 24' WIDE METAL. O FIBERGLASS SHINGLES P - f3 TRUSS 1/2' CLG. BOARD 4 TEXT. SIMPSON SP42X4 DBL. TOP PLATE 6 EVERY 1/2' DRYWALL OTHER STUD 2X4 WOOD STUDS alb'O.C., rUN.O. ON TRUSS PLAN 2X4 CONT. STRESS ,,-5LOCfQNG MID -WALL 2X4 PT. PLATE SIMPSON SP4 6 32' O.G. MAX 1/2'X9' AB. 32' O.C. 1" EMBEDMENT e.. e ° CONC. SLAB 2 05's CONT. 1 -STORY @)NT. IBEARING WALL SCALE: 1/2'=I' NOTE: FOR WALLS WINO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. PRECAST HEADER(MIN) 2 X 4 (MIN 2 X 3J 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/41) 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/41) 8' FROM EACH END AND 18' O.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' 055 SHEATHING MIN EMBEDMENT 1 1/4') 2X4 16' O.C. MAX. 8' FROM EACH END AND 18' (WHEN OVER 16' M HEIGHT.) O.C. MAX. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ MIN. 2-12d PER BLK EA. END ARCIJWAY DETAIL 4 16 AND UP SCALE: 1/2'm 1' -0' rr�CLOSED VALLEY FLASHING DETAIL N.T.S. PRE -ENG TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS 6 lb'O.C. MAX J" T 4 G SU5FLOOR GLUED AND NAILED AS PER NAILING SCHEDULE IST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MSTA-36 6 32' O.G. MAX PRE -ENG FLOOR TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS 6 16' O.G. MAX 1/2' GYP. WL. BD. SECURE BT. PLATE TO SLAB W/ J'x9' ANCHOR BOLT W/ 2' ,DASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1" EMBED. MIN. 51MPSON SP4 6 32' O.G. MAX ►� UCAr-STORY L.B.W.L: PRE -ENG TRUSSES OR CONV. FRAMED RAFTERS ' O.S.B. SHEATHING OR COX PLYWOOD SECURED PER NAILING SCHEDULE 2x4 BLOCKING UNDER WALL STUDS SCURE BETWEEN TRUSS BAYS W/ (3) 12d's EACH END 2x DOUBLE: TOP PLATE STUDS m 16' O.G. MTS -12 6 EVER STUD 2X4 BT. PLATE DORMER ATTACHMENT ull SCALE: 1/2'-1'-0' ASPHALT SHINGLES OVER M 15 FELT ON 1/16' 0.5.8. PRE -ENG GABLE TRUSS SPF STIFFBACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 2x4 SPF BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT SHEATHING C� www SECURED W/ l2) 12d's m EACH TRUSS (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3) 12d's 6 EACH TRUSS (DIAGONAL ><-BRACING TO COVER 5-TRU55E5 ' GYPSUM BOARD ORHIGH NOTE: 50ARDRENGTH GLG. DIAGONAL BRACE 6 CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE 6 ANY SPAN 15'-0" OR GRATER REFER TO 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 6 CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END 9 GABLE X- B�ACING SCALE: 1/2' = 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) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS 1x8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS m EA. TRUSS RAFTER TO TRUSS MTS -12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE -ENG TRUSSES PRE -ENG. TRUSS ALTERNATE CONNECTION MSTA-24 RAFTER TO BLK'G BETWEEN TRUSSES 0'-0' TO 30'-0' (1) 'X' BRACE 30'-I' TO 60'-0' (3) 'X' BRACE (I 'X' BRACE 6 CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER " Imo✓ FELT ON 1/16' O.S.B. (2) 2X4 $12 SYP DIAGONAIL BRACE —� W/ 3-12d 6 EA TRUSS ( DIAGONAIL BRACE TO COVER 5 -TRUSSES / 2X4 BLOCKING FIRST 2 BAYS - AT SHEATHING SEAMS (2) 10d NAILS EA END / TO TRUSS SPF STIFFBACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 1/16' 058 SHEATHING USE Sd NAILS AT 4' oz. EDGE 4 6' oz. FIELD 2X4 W/ 3/8' X 5 LAG 632' O.C. MAX. OR SIMPSON MSTA-24 6 32' O.G. MAX. SHEATHING NAILING TO BE 6'-8' O.C. IN FIELD 4" O.C.6ALL EDGES W/8d NAILS -STORY GABLE END SCALE: 1/2'-1'-0" FINISH 6 LANDING 3/4" PLYWOOD F.F. DBL 2X6 " 1115 UPLIFT SIMPSOM HT5M20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCON5 TO CONT POURED LINTEL 2350 UPLIFT (2) SIMPSOM 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 18 881188 IW S IS IS 81% 8 IS DQ I PRE - ENG TRUSS COMMOM TRUSS CONTINUOUS BOND BEAM 1/2' GLG. BOARD NAIL CONT. RAT RUN TO TRUSS W/ (2) 126 6 EA. TRUSS 2X4 5YP RAT ADJACENT TO DIAGONAL BRACE. TAP CONS DBL TOP PLATE MIN. 2' COVER 2X4 SCUD 16' O.C. MAX. 2' APART BRACING 12 TRUSS ANCHOR RETROFIT N.T.S. _Z 36" MIN. FINISH I 3/4" PLYWOOD WITH T,ANnTNrT DETAIL 412-D COMMONS WINDER DETAIL NAILED THRU 3/4" PLYWOOD INTO EACH STRINGER FF ORL 2X12 Ut TREAD FLOOR JOIST 1X8 RISER 10' _Z F STRINGER u m EA m FINISH e LANDING 3/4" PLYWOOD F.F. 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 1/41) S' FROM EACH END AND 18" EXISTING BLK ABY. 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 SIZEJ45 SUB -FLOOR ADHESIVE MIN HEAD SIZE 300 1/16' OSB SHEATHING MIN EMBEDMENT 1 1/41) S' FROM EACH END AND 18' 2 X 4 16' D.G. MAX. O.G. MAX. MIN 1-1/4' EMBEDMENT (WHEN OVER 16' IN HEIGHT.) SECURE TREADS TO 2 X 4 (WHEN OVER 16' 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 16' IN HEIGHT-) OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 2 X SOLID BLK'G 6 ARCH MIN EMBEDMENT 1 1/4') SECURE W/2 -12d EACH END 8' FROM EACH END AND 18' ATTACHMENT PER O.C. MAX. MIN 1-1/4' EMBEDMENT MANUFACTURER'S SPECS. MTL WDW FRAME 1/4' TEMPERED MASONITE 'NOTE: NO GAP WDW FRAME GLUE 4 NAIL W/Sd'S 8'-12' O.C. TO EXCEED 1/4' IF NEEDED. 3/16" MAX. VARIATION IN RISERS/TREADS ARCHWAY DETAIL B CUTAWAY SCALE: 1/2' =1'-0' ASPHALT SHINGLES OVER M 15 FELT ON 1/16' 0.5.8. PRE -ENG GABLE TRUSS SPF STIFFBACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 2x4 SPF BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT SHEATHING C� www SECURED W/ l2) 12d's m EACH TRUSS (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3) 12d's 6 EACH TRUSS (DIAGONAL ><-BRACING TO COVER 5-TRU55E5 ' GYPSUM BOARD ORHIGH NOTE: 50ARDRENGTH GLG. DIAGONAL BRACE 6 CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE 6 ANY SPAN 15'-0" OR GRATER REFER TO 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 6 CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END 9 GABLE X- B�ACING SCALE: 1/2' = 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) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS 1x8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS m EA. TRUSS RAFTER TO TRUSS MTS -12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE -ENG TRUSSES PRE -ENG. TRUSS ALTERNATE CONNECTION MSTA-24 RAFTER TO BLK'G BETWEEN TRUSSES 0'-0' TO 30'-0' (1) 'X' BRACE 30'-I' TO 60'-0' (3) 'X' BRACE (I 'X' BRACE 6 CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER " Imo✓ FELT ON 1/16' O.S.B. (2) 2X4 $12 SYP DIAGONAIL BRACE —� W/ 3-12d 6 EA TRUSS ( DIAGONAIL BRACE TO COVER 5 -TRUSSES / 2X4 BLOCKING FIRST 2 BAYS - AT SHEATHING SEAMS (2) 10d NAILS EA END / TO TRUSS SPF STIFFBACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 1/16' 058 SHEATHING USE Sd NAILS AT 4' oz. EDGE 4 6' oz. FIELD 2X4 W/ 3/8' X 5 LAG 632' O.C. MAX. OR SIMPSON MSTA-24 6 32' O.G. MAX. SHEATHING NAILING TO BE 6'-8' O.C. IN FIELD 4" O.C.6ALL EDGES W/8d NAILS -STORY GABLE END SCALE: 1/2'-1'-0" FINISH 6 LANDING 3/4" PLYWOOD F.F. DBL 2X6 " 1115 UPLIFT SIMPSOM HT5M20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCON5 TO CONT POURED LINTEL 2350 UPLIFT (2) SIMPSOM 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 18 881188 IW S IS IS 81% 8 IS DQ I PRE - ENG TRUSS COMMOM TRUSS CONTINUOUS BOND BEAM 1/2' GLG. BOARD NAIL CONT. RAT RUN TO TRUSS W/ (2) 126 6 EA. TRUSS 2X4 5YP RAT ADJACENT TO DIAGONAL BRACE. TAP CONS DBL TOP PLATE MIN. 2' COVER 2X4 SCUD 16' O.C. MAX. 2' APART BRACING 12 TRUSS ANCHOR RETROFIT N.T.S. _Z 36" MIN. FINISH I 3/4" PLYWOOD WITH T,ANnTNrT DETAIL 412-D COMMONS WINDER DETAIL NAILED THRU 3/4" PLYWOOD INTO EACH STRINGER FF ORL 2X12 Ut TREAD FLOOR JOIST 1X8 RISER 10' _Z F STRINGER u m EA m FINISH e LANDING 3/4" PLYWOOD F.F. 17, 3-2x12 STP STRINGER REINFORCED W/2X4 S W/CONT. 5EAD OF SUB -FLOOR ADHESIVE FL -40 OR SIMILAR e1 EA HORIZONTAL RUN SECURE TREADS TO W/(3/'S 3" SCREWS STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING NOTE: STAIRS RISERS TO CONFORM TO FBC 20m-( 2R+1T=24 -2a (3) Isad CUT NAIL 3/16" MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER SLEEPER INTO 3/0" MAX. VARIATION IN ANY RISER/TREAD SLAB HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 13/411 +-1/4" OR PROVIDE EQUIVALENT GRAS A LESS THAN 4" TYP. 5ETWEEN SPINDLES HAND RAIL 1/2" DRYWALL-,, 1XIO TRIM-� -1' NOSING TYF. F BILITY STAIR SECTION DETAILS WINDERS- MIN. 6" WIDE 6 NARROW END 13 MIN. 11" WIDTH e 12" FROM NARROW END SCALE: 3/4"=1'-O" 34" MIN. HANDRAIL HGT. A R C H I T EC T S Design Grounc. V// 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDrv. ae LOT: TUSCA SOUTH LOT #2"7 PRO JEC T# 1703.00 MODEL: 1542" GARAGE SWING: RIGHT PAGE: MISC. DETAILS ARCHITECT: STATE OF FLORIDA A 3 2049 JAMES ' CANTWELL AR ,NO 12079 DATE: 12/22/09 SCALE: 1/4"=V-0" SHEET