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2616 Vineyard Cir 10-886 (a)• STATE OF FLORIDA, CERTIFIED BUILDINrG CONTRACTOR: D.R. HORTON HOMES 5850 T.G. LEE BVD. SUITE 600 ORLANDO, FL, 32822 TEL: (407) 850-200 ASC FAX: (407) 850- 300 • STATE OF FLORID PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORID , 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 FOR: www. arnorLon. co7Tt CBC1252212 5850 T. Q. LEE BLVD. SUITE 600 ORLANDO, FL 32822 Tel: (407) 850-5200 Fax: (407)860-5300 DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABV. W/2009 SUPPLEMENT ASC LUM. ADJ. • 2007 FLORIDA FIRE PREVENTION CODE ALT. • NATIONAL ELECTRICAL CODE (NEC) - 2008 EDITION AMP. BD. *ALL LOCAL AND STATE CODES CL AMPERAGE CAB. MINIMUM CLG. M.T. CLR. CENTER LINE CONC. MOUNTED CPT. MTL. C.T. *OCCUPANCY — RESIDENTIAL, GROUP R3 D. • CONSTRUCTION TYPE - VB DBL. 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 n S. LOCAL AND STATE CODES DTL. PHONE D.W. SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 EA. USED FOR DESIGN INCLUDE: ELEV. • CONCRETE MASONRY RESIDENTIAL EQ. *CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 F.G./Fx. F.G. SQ.FT. CALC. 3S FIN. FLR. R. FLUOR. DISPOSAL RAD. FR DR. LIVING 1542 SQ. FT. FTG. RETURN AIR GRILL GA. ENTRY ELEV. "A" 4 "5" 14 SQ. FT. GAR. DISP. DOWNSPOUT G.F.T. ENTRY ELEV. "G" 4 "p" 42 SQ. FT. DETAIL R.O. GL. GARAGE 392 SQ. FT. GYP. BD. SOLID CORE EXT DR H.B. S.D. H.C. TOTAL ELEV. "A" d "B" 1948 SQ. FT. HDR. SINGLE HUNG HGT. OR HT TOTAL ELEV. "C" e "D" 19'l(o SQ. FT. INSUL, EXHAUST INT. PATIO 35 SQ. FT. OPT. GOY. PAT 10 50 SQ. FT. ABBREVIATIONS ABOVE LAV. LAVATORY AIR CONDITIONING LUM. LUMINOUS ADJUSTABLE M.C. MEDICINE CABINET ALTERNATE MFR. MANUFACTURER AMPERAGE MIN. MINIMUM BOARD M.T. METAL THRESHOLD CENTER LINE MTD. MOUNTED CABINET MTL. METAL CEILING N.T.S. NOT TO SCALE CLEAR O.C. ON CENTER CONCRETE PL PROPERTY LINE CARPET P.B. PUSH BUTTON CERAMIC TILE PH, PHONE DRYER PLT. PLATE DOUBLE P.LYWD. 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 EXT DR EACH S.D. SMOKE DETECTOR ELEVATION S.H. SINGLE HUNG EQUAL SHT. SHEET EXHAUST SHTHG. SHEATHING EXTERIOR SHWR. SHOWER FIXED GLASS SIM. SIMILAR FUEL GAS SL. SLIDING FINISH SL. GL. SLIDING GLASS FLOOR STD. STANDARD FLUORESCENT SWS SHEAR WALL FRENCH DOOR SECTION FOOTING TEMP. TEMPERED GLASS GAUGE THK. THICK GARBAGE DISPOSAL T.O.C. TOP OF CURB GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GLASS 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 REVISIONS DATE DESCRIPTION I1/3/08 p.R_H SASE MODEL CHANGES 4/20/09 R -L. REV15ION5 – REMOVE "E" 4 "F" ELEVATIONS i=LUM5–CUT OVERHANGz6, RA15E SRC. NCzTS. TO S'–S" ON w' 4 "B" ELEVATIONS '1/30/09 REMOVED FRAMING AT A/C CLOSET IN GARAGE PER LOU AVELLI 10/10/05 C:-4ANGFHD AIC- PLATFROM INDEX OF DRAWINGS SHEET # DESCRIPTION PG C1—COVER PAGE PG GN— GENERAL NOTES PG 1—FOUNDATION PLAN PG 1A—DOWEL PLAN PG 1B— LINTEL SCHEDULE (CAST—CRETE) PG 1B.1— LINTEL SCHEDULE (WEKIWA) PG 1B.2= LINTEL SCHEDULE (PRO—CRETE) PG 1C—WIND LOAD CALCULATIONS PG 2— FIRST FLOOR PLAN PG 3B—ELEVATION "B" FRONT & REAR PG 4B—ELEVATION "B" LEFT & RIGHT PG 5AB— FRAMING PLAN "B" PG 6—ELECTRICAL PLAN PG D1—FOUNDATION DETAILS OFFICE PG D2—MISC. DETAILS PG D3-1—STORY WALL SECTIONS PG D4—MISC. DETAILS PG D5—MISC. DETAILS oA►NmitD OUILD14w . I"= PLANS ARE RMAVJED All' CONCtl'1 omm-1-Y ACCEPTED FOR PERMIT. A PERMIT ISSUED Si�IAU.. BE To PROCEED WITH Cot4STRIJED TO BE A LICENSE THE WORK. ANIS NOT AS AUTHORITY TO VIOLATE' pROV15tlONS OF THEaECHNCALCOD CODEOF THE SIT S, SHALL ISSUANCE OFA PERMIT PREVENT THE. BUILDING GtEPT PRAM "rM..R AF CER REC�UIRING A CORREC TION OF ERROR°> l_)N THE PI -ANS, CONSTRUCTION OR OTHER VK')' -A7 E F Ttir< CODES, A R C H IT E C T S Desi n rou enc. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 9U MDIV. & LAT: TUSCA SOUTH LOT #25 ja/6 4e,;vf vIfa- PROJECrT# 1703.00 MODEL: "1542" GA RAGE SWING: RIGHT PAGE: COVER 6 w:.w??.» €t"m GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 VI. DECKS 40 VII. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS ** I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2007 RESIDENTIAL D. ROOF DEAD LOAD (PSF) L FIBERGLASS SHINGLES 17 II. 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 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS / 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 1'- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/4'. 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 1/4'. 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.. MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1 / ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN 1/4 INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM Al 85. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 31-0"'.FRCR506.24(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER - 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS1'/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 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 5/8" 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 %" 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 L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH v AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, %" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. FBCR 311.2. A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: TUSCA SOUTH LOT X25 PROJECT# 1"703.00 MODEL: "1542" GARAGE STING: RIGHT PAGE: ARCHITECT= STATE OF FLORIDA 11� LL DATE: 12/22/09 SHEET iii«�61 FOUNDATION lm' -rd" 14'-7" 24"44"x12" CONC. PAD W/ 3 -*15 BARS E.W. ON CHAIRS MIN. 3" 'OVER - 4 1/2" 4 411 LU CONC. (L SLAB. O -3 1/2" N ■ ■ ■ COs PORCH -®" ELEV. 1 I`IN. CONC. SLAB EXTEND SLAB 11/2 El `411 CONC. SLAB ELEV. "C" & SECURE STRAP TO CONC. W/ (2)-3/lro"X2" TAP -CONS CONC. 5LAB A/C UNITSIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) *18x1 1/4 BHT MTL SCREWS A C CONNECTION 0 PAD DETAIL A R C H I T E C T S Design Grou Inc . 441 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 X25 PROJECT# 1"703.00 MODEL: ''1542" GARAGE STIMG: RIGHT PAGE: ]F'OUNDATIO PLAN ARCHITECT: STATE OF FLORIDA 2 3 2009 LL DATE: 12/22/09 SCALE: 1/4"=1'-0" SHEET OF tD 99 99 99 Du"WEL PLAN � ��!( 11 ��A&��.� 99 ri--�ELEVATION "C" & "D_ I A R C H ITEC T S 1 Design Gr oup inc. 1441N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SXMDIV. & LOT: TUSCA SOUTH LOT #25 PROJECT# 1703.00 MODEL: "1542" GARAGE SWING: RIGHT PAGE: DOWEL P LAN ARCHITECT: STATE OF FLORIDA DATE: 12/22/09 SCALE: 1 /4" =1' - 0" SHEET � A Or l SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U -LINTELS 8" PRECAST & PRESTRESSED U -LINTELS LINTEL NO. LENGTH GRAVITY GRAVITY COMMENTS LATERAL TYPE LENGTH �$ 0-0 SFD-05 SF12-015N4688 4- 28-0 32-0 81`8-15 8F12-15 81`26- W24-15 SF28-15 OF32-115 2'-10'(34') PRECAST 2802 3166 4413 81`8 1526 9664 10412 11936 3166 4413 1526 9664 16412 11936 3'-6" f42") PRECAST 2302 3138 3311 2121 2184 3981 5190 6401 1630 8851 6001 1315 8636 9941 31664413 1526 9664 16412 11936 4'-0'(45') PRECAST 2029 2325 24% 3461 4438 5410 6384 1358 2646 4413 6039 1526 9664 16412 11936 4'-6" (54") PRECAST 1651 1181 1913 2651 3463 4149 4896 5644 2116 4621 6639 1526 9664 16412 9668 5--4- 44')PRECAST 11841665 1223 1361 1569 231'1 2826 3336 3846 2889 5651 6696 5466 6424 1456 PRECAST 912 1000 1659 1414 1889 2364 2121 3131 1459 2464 4144 5458 4431 5286 6122 PRECASTx531 4241 1255 2161 3263 2146 3358 3911 4585 1255 2161 3396 5266 1134 8995 6896 1'-6" (So') PRECAST -16-1 1029 1615 2385 1994 2439 2886 3333 1029 1905 2610 3839 5596 6613 5041 9'-4' (112') PRECAST 5-13 632 1049 1469 1216 1482 1154 2021 168 1212 1818 2544 3469 4030 3121 10'-&Y126') PRECAST 456 482 am 1125 915 1122 1328 1535 658 1025 1514 2081 2114 3130 2404 11'-4' (1369 PRECAST 445 598 938 1365 1854 2355 1193 2015 598 935 1365 1854 2441 3155 4044 12'-0'(144') PRECAST 414 545 864 1254 1689 2014 1510 1818 555 864 1254 1693 2211 2832 3590 PRECAST 362 421 126 1028 1331 1635 1224 1418 485 148 1016 1438 1855 2343 2920 PRECAST 33$ 381 648 919 1190 1462 1081 1260 455 100 1003 1335 1114 2153 2666 14'-8' C116') PRESTRESSED N R NR NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3165 PRESTRESSED N R" NR NR NR NR NR NR NR 420 695 1250 1855 2310 2 MO 33410 11'-4' (2059 PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1860 2200 2600 19'-4'(2329 PRESTRESSED N.R. NR NR NR NR NR Niz NR 240 400 150 1090 1400 1120 2030 21'-4" (256') PRESTRESSED N R NR NR NR NR NR NR NR 183 330 610 940 1340 1180 2110 22'-O'(2649FIRES IRESSED N.R NR NR NR NR NR NR NR 160 360 510 810 1250 1660 1910 24'-Or2889 PRESTRESSE NR NR NR NR NR NR NR NR 130 240 410 120 1030 1350 1610 8" PRECAST & PRESTRESSED U -LINTELS -MPUGE VALUE 6T ID26 rOR GRADE 41P TLD 1MDAK 8" PRECAST W/ 2" RECESS DOOR U -LINTELS LINTEL NO. LENGTH UPLIFT GRAVITY COMMENTS LATERAL TYP LENCstH 8-I 0-2 12 -IT 12-2 16 -IT 16-2 Z0 -1T 20-2 24-I 4-2 8 -IT Z8-2 SF32-1T 8F32 -2t SUS 81`8 2'-10'C34') PRECAST 2'721 2818 4101 5332 6569 1811 9655 2021 2621 2121 2184 3981 5190 6401 1630 8851 3'-6' (42') PRECAST 2165 2289 3260 4231 5219 6204 1192 1251 1251 2165 2215 3165 4125 5091 6061 '1036 4'-0" C48') PRECAST 1818 1989 2832 3686 4532 5381 6245 938 938 1818 1925 2156 3583 4422 5264 6110 4'-&'(549 PRECAST 1660 1162 2501 3251 4010 4161 5525 127 127 1660 110b 2435 3111 3913 4658 5406 5'-4' (649 PRECAST 1393+ 1484 2110 2141 3315 4010 4645 505 505 1393 1431 2030 2610 3293 3920 4549 51-101009 PRECAST 1212- 1351 1930 2505 3084 3665 4241 418 418 1212 1315 1815 2441 3010 3583 4151 6'-6' C18") PRECAST 1141- 1206 1133 2256 2169 3290 3812 -101 881 1141 1182 1684 2192 2103 3216 3132 (90")PRECAST 959- 912 1415 .1914 2354 2191 3240 591 65'1 990 1029 1466 1901 2351 2197 3245 9'-4' (112,) PRECAST 801- 612 980 1269 1560 1852 2144 454 30 801 155 1192 1550 1910 2211 2634 10'-6"1126') FORECAST 116- 498 193 1021 1261 1496 1131 396 493 116 611 1039 1389 1111 2034 2358 11'-4' (136') PRECAST 666- 439 6% 899 1104 1309 1515 363 556 666 535 905 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 566• 340 532 686 841 991 1153 302 398 513 409 682 1004 1361 1631 1891 14'-0"(168') PRECAST 458- 316 493 635 '1'18 922 1665 286 360 548 318 629 922 1254 1561 1816 14'-8" (116") PRESTRESSED 243 295 459 591 124 851 990 N.R. 351 243 352 582 852 1156 1491 1142 (184') PRESTRESSEp 228 218 430 553 611 Sol 925 N.R. 321 228 329 542 .191 1012 1381 1616 11'-4' C20B'JF'1�ESTRESSED 188 236 361 464 561 610 114 N.R. 255 190 .216 449 649 814 1121 1389 19'-4' (232') PRESTRESSED 165 201 313 401 490 518 661 N.R. 204 165 239 383 550 136 940 1160 21'-4" (256")PRESTRESSED 145 186 218 356 433 512 590 N.R. 112 142 212 336 411 635 801 993 22'-O'12649PRESTRES5E10 140 180 268 343 418 493 568 N.R. 161 131 205 322 451 601 111 941 24'-O'(288') PRESTRESSED 121 165 244 312 380 441 515 N.R 135 124 186 290 400 538 680 1 833 -MPUGE VALUE 6T ID26 rOR GRADE 41P TLD 1MDAK 8" PRECAST W/ 2" RECESS DOOR U -LINTELS 8" PRECAST W/ 2" RECESS DOOR U -LINTELS �. LINTEL NO. LENGTH UPLIFT GRAVITY COMMENTS LATERAL TYPE LENGTH 81`1`6 -IT SWIO-Ir BW14-1T 8RF18-iT OW22-IT OW26-IT 8FP30-I - swic-015 S1oF14- IS- WW22- W26- 8RF30-05 817P6 -2T 811`1®-2 81®1`14-2T DW15 2T OW22-2r 81 26-2 OW.30-2 aRF6-1B SM10-IB SRFI4-I13 SWIS-IB OW22-IB 811F26-I1B 9W30 -I13 4'-4' (52') PRECAST 1489 1591 3053 2982 3954 4929 5904 6880 1821 3412 4982 6412 1941 9416 10818 4'-6' (549 PRECAST 1351 1449 2182 2114 3600 4481 5315 6264 1102 3412 4982 6412 1941 9416 10818 5'-8' C6$") PRECAST 1524#41112 932 1 1602 1550 2058 2566 3015 3585 185 1153 2162 4014 6412 6516 5014 6839 5'-10' (10') PRECAST 135 119 1500 1449 1924 2400 2816 3352 1103 2051 3811 6412 6516 5450 6411 6'-8' (809PREC45T 822 901 1611 2933 2516 3223 3812 4522 901 1611 2933 4100 6130 8111 6101 1'46' (909 PRECAST 1'-6' (So')PRECAST 161 1311 2252 1 1958 2451 2944 3439 665 164 1311 2329 1 3609 5492 6624 5132 9'-8' (116') PRECAST 311 420 834 1253 1011 1342 1614 1806 535 928 1491 1 2119 2618 3595 2815 8" PRECAST W/ 2" RECESS DOOR U -LINTELS �. LINTEL NO. LENGTH UPLIFT EL�VY CE 4 11D II COMMENTS LATERAL TYPE LENCsTI-I 81`1`6 -IT SWIO-Ir BW14-1T 8RF18-iT OW22-IT OW26-IT 8FP30-I . ■ 817P6 -2T 811`1®-2 81®1`14-2T DW15 2T OW22-2r 81 26-2 OW.30-2 SRA 8RF 4'-4' (52') PRECAST 1244 1513 1 2413 3266 4112 4961 5825 932 932 1244 1519 2339 3110 4008 4850 5696 4'-6' (54') PRECAST 1192150-T 4'-6" 2311 3121 3931 4156 5511 853 853 5 2240 3036 3831 4643 5453 5'-8' (68') PRECAST2 1524#41112 &F24-05AT 1195 2423 3055 3689 4325 5OI 501 1141 2351 2918 3603 4230 5'-10" C10') PRECAST8 8F24-05AT 5FIb-05/1T 1142 2352 2965 3581 4198 6. Bottom field added rabar to be located at the bottom of the lintel cavity. ded 1. 1/32 diameter wire stirrups are Wel to the bottom steel For mechanical anchorage- � g S. Gast -in-place be in lintel in lieu 469 99 1690 2288 2891 3491 4106 469 6'-$" (80")PRECAST 118 002 1513 2042 2513 3101 3642 ca. All safe loads 1n units of pounds per linear Foot. IIOO 718 956 1468 1981 2509 3035 3563 830 1'-6' (So')PRECAST 680 691 1325 1810 2280 2153 3221 110 941 b" 849 1 1302 1162 2225 2690 3151 9'-8' 1116') PRECAST 533- 433 808 1123 1413 1104 1995 516 614 =1 521 1 1069 1369 1 1128 1 2008 1 2460 -F _UUG.t VALU= =T 197- 1 -VR GRAVE 4W N=40 ==AR PATIO L-9 L -S L-6 25-5H 25-5H L-7 25-5H EGRESS EGRESS V J EGRESS OWNERS SUITE V-8" CLG. 0. BATH 6-8* CLG. W.I.C. 81-511 CLG. O t-------- LIVING -----._.-. LIVING ROOM/ DINING ROOM/ OPT. BEDRROOM #4 V-6" CLCD. H 35 -SH W/ ARCH TOP (o 0 506 a S.G.I. FAMILY ROOM S' -S" CLG. HEN CLG. FOYER I I a' -SII CLG. I I I II I iI u 4b] IH5-5H L- 3 ELEVATION "A" & 99 B 99 81-8" BEARING HEIGHT THROUGH OUT ELEVATION "A" d "B" BDRM. #3 8'-8" CLG. H BATH #2 A. CLG. II II 0 I�1 BDRM. 2 a' -a" CLG. LAUlN. r---1 a' -a" CLG. L --J r--_1 L --J I L - - - - - J GARAGE 8'-8" CLG. N d) �nj L-5 V 1.0 0 1 1 0 -------------------- CAST-CRETE ---- ------ CAST-CRETE ]LINTEL SCHEDULE l ASTM RETE LINTEL SCHEDULE LINTEL NO. LENGTH ELEVIA IMI EL�VY CE 4 11D II COMMENTS L 1 ■ . BRF14-05AT . ■ ■ 4'-6" BW22-05AT OR=30-05AT MATERIALS GENERAL NOTE54 1. All values based on minimum 4' bearing. Exception: Safe loads for unfilled TYPE DESIGNATION L 3 3'-0 8F24-015AT &F16-05AT lintals must Ibe reduced by 20`r. if bearing Ian th is less than 6-1/2'. L 4 mom 8F28-15AT 11M 2. f'c preetreeaed lintals - 6000 psi. L 5 4'-6" 8F24 -05/1T SF16-05/IT ,. •' L 6 4'-6" eF24-05AT BFlb-05AT Q QUANTITY OF S RE5AR AT BOTTOM OF LINTEL CAVITY F F.s' L 7 6'-h" &F24-05AT BF32-05AT minimum net area compressive strength = IeW pal. L8 4'_6" OF24-05/1T 8F16 -05/1T L S 4'-6" 8F24-05AT 5FIb-05/1T 8 _ 15/1T ' 05 6. Prastreaeing strand per ASTM A416 grade 210 low relaxation. 6. Bottom field added rabar to be located at the bottom of the lintel cavity. ded 1. 1/32 diameter wire stirrups are Wel to the bottom steel For mechanical anchorage- � g S. Gast -in-place be in lintel in lieu 6. One 01 rebar may be substituted for two +5 rebars in 8' lintals only. 1. the designer ma evaluate concentrated loads from the sofa load tables b g y y J � L �o RE5AR AT 1507TOM OF INT GAYIT`II' LINTEL 1-5/8'AGTUAL 1. 1/32 wire per ASTM A510. concrete may provided composite of concrete masonry unite. calculating the maximum resisting moment and shear at d -away from the race of support. NOMINAL WiDtH QUANTITY OF •5 S. Mortar per ASTM 0210 t e M or S_ S. Safe load ratings based on rational design analyale per ACI 318 and ACI 530 8. For composite lintel heights not shown, use safe load from next lower height. NOMINAL WEIGHT -1 AT TOP p yp p g g BOTTOM R1=INFORGING PROVIDED IN I. -INTEL i.:I ca. All safe loads 1n units of pounds per linear Foot. 8" NOMINAL WIDTH (VARIES) NVOWA UN u1mr ASTM RETE LINTEL SCHEDULE LINTEL NO. LENGTH ELEVIA IMI EL�VY CE 4 11D II COMMENTS L 1 5'-4" BRF14-05AT 8RF14-05/IT L2 4'-6" BW22-05AT OR=30-05AT MATERIALS GENERAL NOTE54 1. All values based on minimum 4' bearing. Exception: Safe loads for unfilled TYPE DESIGNATION L 3 3'-0 8F24-015AT &F16-05AT lintals must Ibe reduced by 20`r. if bearing Ian th is less than 6-1/2'. L 4 I -T'-4' 8F28-15AT EF36-15AT 2. f'c preetreeaed lintals - 6000 psi. L 5 4'-6" 8F24 -05/1T SF16-05/IT ,. •' L 6 4'-6" eF24-05AT BFlb-05AT Q QUANTITY OF S RE5AR AT BOTTOM OF LINTEL CAVITY F F.s' L 7 6'-h" &F24-05AT BF32-05AT minimum net area compressive strength = IeW pal. L8 4'_6" OF24-05/1T 8F16 -05/1T L S 4'-6" 8F24-05AT 5FIb-05/1T 8 _ 15/1T LIVING ROOM/ DINING ROOM/ OPT. BEDRROOM # V-4" CLG. 35 -SH W/ RCH TOP 1 .FOYER 9'- 4 CLG. I I II L- 2 ENTRY 9'-4" CLG. L-1 (D�_�,EEAVIRIANGT�OHT NTH ROU99�-y99 ATION "CII d "DII BRKFST S'-4" CLG. PrIc A R C H I T E C T S .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA SOUTH LOT #25 PROJECT# 1703.00 MODEL: 1542" GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (CAST -CRETE) ARCHITECT: STATE OF FLORIDA DATE: 12/22/09 SCALE: 1/4"=1'-0" SHEET ID OF LA «s REBAR ATTOP SAFE LOAD TA5LE NOTES MIN. 11) Ft1=C.�'A MATERIALS GENERAL NOTE54 1. All values based on minimum 4' bearing. Exception: Safe loads for unfilled TYPE DESIGNATION 1-1/2' CLEAR I. f'c precast lintals 3500 psi. I. Provide full mortar head and bed joints. lintals must Ibe reduced by 20`r. if bearing Ian th is less than 6-1/2'. ,F. � : •,, 2. f'c preetreeaed lintals - 6000 psi. 2. Shore filled 1lntols as required. Safe loads for all recessed lintals bas on nominal bearing. F - FILLED WITH GROUT / U = UNFILLED U � ,. •' C.M.U. 3. f'c rout - 3000 psi w/ maximum 3/8" aggregate. g p4. 4. Concrete masonry units (CMU) per ASTM 30 w/ 3. Installation of lintel must comply with the architectural and/or structural drawings. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on 40 or 60 field rebar_ Q QUANTITY OF S RE5AR AT BOTTOM OF LINTEL CAVITY F F.s' * .• ;. minimum net area compressive strength = IeW pal. grouting. grade grade GROUT 5. Rabar provided in precast lintel per ASTM A615 GR60. l=lald rebar per ASTM A615 CsR4O or C-iR60. 5. All lintals most or exceed 1-/360 vertical deflection, except lintals 11'-4' and longer with a nominal height of 8' moat or exceed L/180. 5. Additional lateral load capacity can be obtained by the designer by providing addlonal reinforced masonry above the precast lintel. 8 _ 15/1T ' 05 6. Prastreaeing strand per ASTM A416 grade 210 low relaxation. 6. Bottom field added rabar to be located at the bottom of the lintel cavity. ded 1. 1/32 diameter wire stirrups are Wel to the bottom steel For mechanical anchorage- � g S. Gast -in-place be in lintel in lieu 6. One 01 rebar may be substituted for two +5 rebars in 8' lintals only. 1. the designer ma evaluate concentrated loads from the sofa load tables b g y y J � L �o RE5AR AT 1507TOM OF INT GAYIT`II' LINTEL 1-5/8'AGTUAL 1. 1/32 wire per ASTM A510. concrete may provided composite of concrete masonry unite. calculating the maximum resisting moment and shear at d -away from the race of support. NOMINAL WiDtH QUANTITY OF •5 S. Mortar per ASTM 0210 t e M or S_ S. Safe load ratings based on rational design analyale per ACI 318 and ACI 530 8. For composite lintel heights not shown, use safe load from next lower height. NOMINAL WEIGHT -1 AT TOP p yp p g g BOTTOM R1=INFORGING PROVIDED IN I. -INTEL ca. All safe loads 1n units of pounds per linear Foot. 8" NOMINAL WIDTH (VARIES) A R C H I T E C T S .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA SOUTH LOT #25 PROJECT# 1703.00 MODEL: 1542" GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (CAST -CRETE) ARCHITECT: STATE OF FLORIDA DATE: 12/22/09 SCALE: 1/4"=1'-0" SHEET ID OF LA UJ E I UJA CONCRETE 1=9;R01DUCT6, INC. P.O. BOX 2 -IS ZELLWOOD, FL 32798 (401) 886-2511 1-800-654-5139 FAX 401-886-0195 L INTEL NO. LENGTH T"rf'E I I ELEV. A B T1 YPE ELEV. C D COMMENTS L-1 5'-4" 8/14-5-IU/0L 6/14-5-IU/0L RECESSED L-2 4'-6" 8/22-.S-IU/OL 8/30-5-IU/0L RECESSED 2'-10' �r7.�%��r._.,■��s.�:ram=r-zu>•�r--,.,-„,',��r,.'--':-,��r f lir 8/24-5-1U/0L 8/16-8-1U/0L fffffir{;Y!!•�r--z�-��r.l.l.r.,�r.;.:.��r.,--.:.��r..-.,w.��r.r.r.r.i L-4 1-1'-4" 8/28-5-11JAL 8/36-5-11JAL 0 0 L-5 4'-6' 8/24-5-1U/01- 5/16-5-1U/0L 2603 L-6 4'-6" 8/24-5-1U/0L 8/16-5-1U/0L '�wf-��4'-tiYat!'1-72`='�frl%I--!!%S,I=Y�� •r„sem iii �4:1rS.1•�4.Y��.i�:�'>,t'7G7%��7�� L-� 6'-6' 8/24-5-1U/0L 8/32-5-I1LI/0L 4'-0' L-8 4'-6" 8/24-5-1U/01- 8/16-5-1U/0L ��iY.''��7=Yafffffffffffii;L��fff♦I'��.�fiF1'�!��f-.'�S�!'f L -S 4'-6" 8/24-5-1U/0L 8/16 -S -1U/01 - �' i-7-'S•� i kl-" � � r rk11 � � ri 4.1• la 4 --Ya � i Y ('kms aft Slir�r:=7%'1,�f-7aLl�'{r1o1�1�'r-7oLl�faj-T.=��1=SMw7a 0. f --r— 11 FOYER V-4" CLG. I I II I I II Li LIVING ROOM/ DINING ROOM/ OPT. BEDRROOM #4 C3' - 4" CLG. 1H5 -SH ENTRY 35 -SH W/ ARCH TOP EEL* ��ON 99 C 99 99 D 99 LA _ A�/ t3FEARING HEIGHT THROMH OUT ELEVATION "C" 4 "D" L--9 25-5H 25 -SH L— 25 -SH EGRESS EGRE55 EGRESS — — — OWNERS SUITE 8'-8" CLG. 0. BATH 8'-8" CLG. r -- I W.I.C. I 8'-8" CLCD. - -- — — — —— LIVING ROOM/ DINING ROOM/ OPT. BEDRROOM #4 8'-8" CLCa. 35-5H UJ/ ARCH TOP oe e FOYER I I a- 8 CLG. I I I II I I //Nx I I 5m�o8 S.G.D. :rr FAMILY 6-5"CLG ROOM HEN Io BDRM. 2 CLCD. O 6-5" CLC. 1 I I I I II 5LAUNL-3. r- - - L --J BRKFST - -S'-8" CLG. 1H5 -5H L — — JGARAGE ELEVATION "A" & "B" 8'-8" 5EARING HEIGHT THROUGH OUT ELEVATION "A" 4 "5" — — — — — �G 1-K/11v��-110 H.D. �--r — --- L— 4 8" LINTEL UPLIFT N.R = Not Recommended 12” LINTEL GRAVITY 8" LINTEL GRAVITY LINTEL SAFE LATERAL LOADS )PLF) ofe Len9 SAFE GRAVITY LOADS (PLF) L3t�:�L■�lJ��IJ�:�Llrrr��:�nrQ ��L! o -' E%�'f%1♦�^,,,,r, '� r o r.r. rrrr Ir.r r r,,�r �fr�r�r,r3la�f�'�4 ��JIiPlI'llalrlr„'mal(. ..Jalfr: :r�alrl'll> Taal L th 8" PLAIN REL” l> 8/12 -5 -OL 8/16-5-0L 15/20-5-OL15124-8-VL ��t%'==��.:'•�r%��r•,l.J,J.iir�.l :.".lir-r, .' :'.sir ...��r•,l•.11,� 8/8 -8 -IL 8/12-5-1L B/16 -S -IL 8/20 -5 -IL 8/24 -5 -IL B/2B-S-1L 0/32 -8 -IL 2'-10' �r7.�%��r._.,■��s.�:ram=r-zu>•�r--,.,-„,',��r,.'--':-,��r f lir 6021 8 151 fffffir{;Y!!•�r--z�-��r.l.l.r.,�r.;.:.��r.,--.:.��r..-.,w.��r.r.r.r.i ® 00mm =�( ��]Ik»iYl1♦�%SK7=7��r�17��-xf 7��i7kl• 0 0 ar"r .",r"� m0 m 0 0 iLl LIMar1-711 00Wr=rr A�0 N 1:1tLf-MN N =-it-AL-M fiff�[-��yiwli--zxrrm !'��r�r-r.'1» ��ii�"'1�1f♦i'! 3'-6' 7ro)•�i2f-��.�a�i-k1rs��:7{-"L"� a1KLS:7l�'��:-=�■�;pL]�rr:�-�.'..�� rlw��r .� ��r�l'rt-rr�� 2603 4011 9339 10000 10000 '�wf-��4'-tiYat!'1-72`='�frl%I--!!%S,I=Y�� •r„sem iii �4:1rS.1•�4.Y��.i�:�'>,t'7G7%��7�� Im00m al r/�Yal � aPYi f%a aYt%.' mak! i�•YYT:! �'1:,�,c� f�',i♦ir-:�llaYlsf Yawl''%:icf•�-7-�'tiI�ZZS:�lffff. loom 4'-0' a[z!-7! al I rYa• a1 r%7',',� aYr' j I s» �"1-`7-1! ��foky � �.�r"L"' aFvraaa■��art-7' 1>7ra7.7=7��-7rk7o��-Trla�ifr,'1 r� IB21 - r`�1�art=�=��r�:-�■e■1:ar;��:�:yar•Ir�.�r�r�� it:�.aiGtr�■�Iv�.;.-7.�t>i�r%xsa>•�f%r7%�ffffffffffiG�G4-�f�--�-7�� iY.''��7=Yafffffffffffii;L��fff♦I'��.�fiF1'�!��f-.'�S�!'f 10000 rL! �alll~!r��'��]•1laFf ryld�irS=7c�[iYCS=� 10000 10000 �' i-7-'S•� i kl-" � � r rk11 � � ri 4.1• la 4 --Ya � i Y ('kms aft Slir�r:=7%'1,�f-7aLl�'{r1o1�1�'r-7oLl�faj-T.=��1=SMw7a 10000 - ...:. ffffffffffiFlY�i!%.-a�:S:rafffffffffffiN]L'r�f•IC�If•Kx•=�� i�1�f•i::��_fifififififl�>•�r>y�>��.>,a�"6Kxa� 1898 22'14 5018 ��>,I:>•ill 9284 ENWA Ste==��rzr��ral>7� ��fffffffffffir.�Z�fs:i=�ft�L�ilS!•�f•��' 10000 ='=a �cl%t.�fiL��f•f.'�]C!f♦FY��[=x�-'��i�Z�f♦!'YL?�� fffE'��fsr�3��311�if�Lc��=lifriGyS�irYZ! - - -" tYif•ik�ifr�IP�=��GL��eBrt��fiffE9�l�i'��f• ffffffffffE�'�fffff�fffffffffffiTiL�i-��fti�i�ft4Yf•ffffffiffiF'_ i=�filll-� tf.��iF��f•Cr1�=�1�3E'�C=7L=��6]�'fffffffffiF��lf• ��if�liffffffffffiF�3�f•t.%r��fififE�Sf•ft��iC!=�ft�ifs 2111 fififififikI�3'�f•-7�'�i(:L'�fffffiRPrYa��Y#]��C�]iffffffwfiff•Yii'� iF'�i�ffffE']��ffffffE'�Y�ffffffffffff5i;'�fffityf �i-r-l�ff�=iris ��Ila�it��i'f=Yi•�tk,•�f�llifififif��=:�f�-1111111111■ 8520 _©LififififififkZ=7=�ffffffff.-�E�ft�3�i][��'��III�.� ffffffffiF��k�ili��'='aft:Yk�iLx�fs-%L!i Wil' •f—� 10000 10000 2111 4902 levee 10000 levee 10000 N.R = Not Recommended 12” LINTEL GRAVITY 8" LINTEL GRAVITY N.R. =Not Recommended 12 LINTEL UPLIFT LINTEL SAFE LATERAL LOADS )PLF) ofe Len9 SAFE GRAVITY LOADS (PLF) SAFE GRAVITY LOADS PLF 21 TOTALTYPE LENGT Taal L th 8" PLAIN 8/8 -8 -OL 8/12 -5 -OL 8/16-5-0L 15/20-5-OL15124-8-VL /28-5-0 8/32-8-0L 8/8 -8 -IL 8/12-5-1L B/16 -S -IL 8/20 -5 -IL 8/24 -5 -IL B/2B-S-1L 0/32 -8 -IL 2'-10' PRECAST 6021 8 151 0m 8mm 00mm 0000 m0 m 0 0 8491 10000 10000 10000 1000m 10000 10000 3'-6' PRECAST 2603 4011 9339 10000 10000 1000m 10000 Im00m 4011 10000 10000 10000 10000 10000 loom 4'-0' P'I CAST IB21 2921 6133 9515 10000 10000 10000 10000 2921 1853 10000 10000 10000 10000 10000 4'-6' F'IGASt 1898 22'14 5018 '1119 9284 10000 10000 10000 2214 5412 10000 10000 10000 10000 10000 4'-8' PRECAST 1298 2111 4660 6580 8520 10000 10000 10000 2111 4902 levee 10000 levee 10000 10006- r2'-4' PRECAST 1006 165'1 3409 4823 6239 '1658 901'1 Im000 165'1 3556 6431 10000 10m00 loom 10000 1641 PRECAST 848 146'1 3001 5111 ewe 10000 10000 loom 1461 3091 5111 8880 10000 10000 10000 loom PRECAST 110 1232 2440 3934 6250 8589 1 10000 10000 1232 2440 3934 6250 IOmmm 10000 Im00m 1-6' F'RECABT 562 1001 1918 2942 4346 6461 10000 10000 100'1 1918 2942 4346 6461 10000 10000 1'-80 PRECAST 544 9'1S 1849 2819 4131 6010 9245 10000 915 1849 2019 4131 60'10 9245 10000 8'-m' PRECAST 511 916 1124 2602 3151 5030 1958 10000 916 1124 2602 3151 5405 1958 10000 0'-4' PRECAST 402 864 1615 2415 3444 4866 6983 10000 864 1615 2415 3444 4810 6983 10000 9'-4' PRECAST 411 141 1361 1991 2168 3169 5124 1061 141 1361199'1 2168 3169 5124 1061 10'-6' PRECAST 349 636 1148 1649 2231 2962 3883 5094 636 1148 1649 2231 2962 3883 5094 11'-4' PRECAST 315 514 1028 14651964 Precast 2566 3305 4239 514 102E 1465 1964 2566 3305 4239 12'-0' PRECAST 292 533 950 1343 1189 2316 2951 3134 533 950 1343 1189 2316 2951 1 3134 12'-6' PRECAST 211 5 05 890 1264 1616 215'1 2130 3426 505 898 1264 1616 2151 2130 3426 13'-4' PRECAST 255 464 822 1151 1515 1935 2425 3010 464 822 1151 1 1515 1935 2425 3010 14'4 PRECAST Zig 436 169 10'13 1406 1186 2225 2141 436 169 1013 1406 1106 2225 2141 14'-B' PRESTRESSED N.R KR N.R N.R. N.R N.R. N.R. KR 480 811 1234 1421 1119 2180 2662 15'-4' PRESTREESSED N.R KR N.R KR N.R N.R. N.R. KR 454 165 1160 1331 1660 2032 2459 IT' -4' PRESTRESSED T.I.R. N.R. N.R. KR N.R. N.R. KR KR 389 652 982 1111 1319 1611 1991 19'-4' PRESTSEESSED ISLR" KR N.R. N.R. N.R. N.R. N.R. KR 339 56'1 849 960 1111 1415 1616 20'-0 PRESTRESSED N.R KR N.R. N.R. N.R. N.R. N.R. KR 325 543 812 911 1122 1345 1590 21'-4' PRESTRESSED N.R. K N.R. K N.R. N. N.R.N.R 295 500 146 840 1024 1224 1441 1 PRESTRESSED N.R. KR. N.R. N.R N.R N.R N.R. X.R. 261 401 111 006 901 1111 1316 24'-0' PRESTRESSED N.R. K N. KR N.R N. N K 3 6 1004 N.R. =Not Recommended 12 LINTEL UPLIFT NR . Not Ranamnended 8" LATERAL TABLE LINTEL SAFE LATERAL LOADS )PLF) ofe Len9 Twe SAFE GRAVITY LOADS PLF 21 .-10. at Taal L th Ttpe 12' 12/5-B-OLL 12/12 -6 -OL 12/16-6-0L 12/20 -8 -OL 12/24 -6 -OL 12/58 -8 -OL 12!32 -6 -OL PIalm 12/0 -6 -IL 12/12-5-1L 12/16 -6 -IL 12/20 -6 -IL 12414.8-11- 12410 -6 -IL 12/32 -5 -IL 2'-10' Precast 4-8' 952410000 850 10000 10000 10000 10000 10000 1420 0000 loom Ill 0000 won 10000 I 3'-6' Precast ('14" 5541 S404 10000 10000 wow 10000 I 3204 6123 10000 10000 10000 we" wow 10000 4'-0' Precast 0'-0' Precast 19 820 8'-4' Precast 390 I 2242 4394 10000 wow We= Wom I loom 4'-6' Precast loomam 1 oom 3006 5103 1203 9304 10000 10000 10000 1122 1 7161 1 4-8' Precast 12'-6' 2156 4680 6601 9535 10000 wow 10000 1598 1211 10000 10000 too” WNW 100" 5'-4' Precast1239 _ 14-8' 201V 3410 4021 6231 1641 165 310 _J022112— — 24W 6230 Selz 10000 100" 10000 ---JVRM— wow 5'-10' Precast 19'-4' Restrased 4423 6 934 awe loom 100002206 250 1 1044 4425 8051IMW wow Pratrased 6'-6' Precast 22'-0' 2055 1 3565 4 10 1025 0632 0000 10000 614 1059 3589 6226 10000 loom wow 10000 1'4'' Precast 692 1621 2621 4651 1250 9121 low we" 1514 2021 401 1200 loom wow wow 1'-8' Precast 10080 1515 2119 4463 6891 9262 10000 3621 610 1466 2119 4463 6891 10000 10000 wow B' -O" Precast Precast 1 2536 4119 260 5 100" 10000 629 1318 2536 4119 6268 9353 lim" 10000 8'-4' Precast 2010 26 2315 3823 5946 16 9141 10000 693 1299 2315 3823 5146 8421 10000 9'-4' 19 at 1106 1189 2011 3162 4619 6522 SO 10000 506 1124 2011 73162 4611 6522 9111 t0i81rJID 10' 6' Precast 1012 16 8 61 1335 4 430 9511 16" 2 11 3I.W 5126 6504 W10 II' -4' Precast 1132 214 914 1 231b 3210 44.3s "1& 1501 365 864 514 2315 3218 59116 1691 12'-0' Precast 6668 $41 1351 1 2121 2WA 1109 IP241 6450 960 MI 12'-6' Precast 341 009 1320 2002 2196 3132 4054 00 ley 1320 2002 2116 31y 4884 6221 13'-4" Precast 1211 124 1209 1822 2521 3341 4313 5423 314 698 1209 IMM 521 3348 4313 4 14 _0, P1 at 2,35 610 1131 1699 23" 3091 3951 4604 6% 1131 WAS 23" 3091 3981 4916 14-6' Precast 511 1063 1 2181 2869 350 4151 211 Ms 1063 1590 2161 2111161 0"A 4066 0'-4' Precast 165 442 1001 1494 2948 2615 3240 3110 262 494 1001 1494 2046 2615 3391 4216 M'-4' Precast 3542 052 21611 264 2018 241621 066 216 316 102 1 1262 1 IIS 2220 2154 3418 NR . Not Ranamnended 8" LATERAL TABLE LINTEL REINFORCEMENT SCHEDULE •:::;UNTELLENGTH::::::•:;: •:;;•:;;•::;:;;::• LINTEL SAFE LATERAL LOADS )PLF) ofe Len9 Twe ��gg PLAM FV116 21 .-10. at NONE 36 3'-b' Precast 1300 2550 4'-0' Priscast 1010 2100 4'-6' Precast 900 1150 4-8' Precast 850 1600 5'•4" 1 Recast 110 1400 5'-10" 1 Recast 625 1200 ('14" Precast 540 1050 1'4' Recast 440 090 T-8' Recast 430 050 0'-0' Precast 410 820 8'-4' Precast 390 100 9'-4' Precast my 680 loomam 1 oom Recast 300 bee 11'-4' Recast 215 550 2'-0' Recast 255 510 12'-6' Recast 245 490 13'-4- Precast 220 450 14'-0' Recast 210 430 14-8' Prestressed 110 390 15'-4' Prestressed 165 310 IT -4' Prestressed 145 320 19'-4' Restrased 130 200 -' Prestressed120 250 Pratrased 9640 235 22'-0' 2029 5142 0831 24'-0' Restreseed 100 I 2 N.R ■Not Recolnmerlaled Precast 1415 LINTEL REINFORCEMENT SCHEDULE •:::;UNTELLENGTH::::::•:;: •:;;•:;;•::;:;;::• •::::::•::•.X:::REINFORCEMENT:•::::t:•:;;;;;;;•:;:::;•::;•:::::•;;;•: 316 111:1181NCH i:i INCH 77 iii ;: ii: "A" REINFORCEMENT 11:::41.'?:r:1 ? "B' REINFORCEMENT 4 :i; 2-10" To 51-4" 2'-1D" TO 5'8" 2113 NONE 5'-l(r TO ®'-fi" 6-10" TO 61" 2;74 NONE TV TO 81-4" 7'-6" iia 275 NONE 94' To 14'-0' 9'-4" To 174" 245 2 #3 144' TO 164" SEE SCHEDULE 2 7/18" PRESTRESSED 2 p.3 114" 12/8-8-2U 2 74' PRESTRESSED 2 #4 1914, TO 22--W 2/24-5-2U 2 7118' PRESTRESSED 295 REFER TO LINTEL SECTIUN FOR REINFURUEMENT LUACTIONS 13" (1) 05 CONTINUOUS 316 T9_ SAFE UPLIFT LOADS PLF S'XIp6g' BLOCK N g IK�NpONCKOpIULT 590 CCGI�Eic��E PLRABCED IN FIELD) )IcA r UP 0 NV NHGTH$ 12/20 -8 -IU (1) 05 CONTINUOUS 12/28-6-11112/92.6-U (OPTIONAL) -ftp 1/32' STIRRUPS AT 4'-0' cc 4'-4' precast 165 "A' BARS (MAIN REINF-) 4-8' SEE SCHEDULE TYPICAL COMPOSITE LINTEL SECTION NR ■ Not Reurnmended 8" RECESS DOOR HEADER LATERAL TABLE RECESS DOOR HEADER LINTEL LTotal T9_ SAFE UPLIFT LOADS PLF 6' FECESUD N-8' Total12/8-6-U 590 1115 12/12 -6 -IU 12/16 -8 -IU 12/20 -8 -IU 12/24 -8 -IU 12/28-6-11112/92.6-U suet 1650 Type 4'-4' precast 165 1350 4-8' Procrit 45 Length 5'-8' 12/8-8-2U 12/12-6-2U 12/16-5-21.1 12/20-5-211 2/24-5-2U 12/28-6-21.4 12/32-5-2U 2'-10' Precast 064310000 0900 loomloom 9'-6' V~ loom 1001" 10000 101000 we" 10020 11-6. Recast 1 1242 "02 10000 we" loom loom loom 1 loom wow 4'-0' Precast 3620 6154 190M 8112 we" 100" loom 100" 100" loomam 1 oom WSW 4'-6" Precast 2124 460 66" 6551 10000 lot" wow 950 12'-b' 3922 wya 10000, 1 1 loom 10000 4-0' Recast 41 4215 6060 1843 9621 10000 10000 Precast 350 3642 8026 10000 10000 10000 10000 10000 5'-4' Precast 1820 31 0336 9640 2029 5142 0831 10000 10000 10000 10000 5'-10' Precast 1415 2533 3892 4650 51 6168 1621 2421 4126 1196 9321 0000 10080 we= 1146 1911 2196 3621 4446 5211 6091 6'-6' Precast 2026 381 Shia 1290 5 100" 10000 14115 2010 26 4388 T-6" Precast820 1621 2851 4064 5218 6492 1106 0920 precast 1419 130 1910 2416 3041 3601 4112 1562 8 61 1335 8491 B'-0' PrecastTWO 1219 1132 2245 2158 3211 3184 1419 2466 3516 4566 5611 6668 1119 0'-4' Precast 640 1109 11516 2043 2510 MI 0441) 1293 2249 3208 4161 5126 am 1045 91_41 Precast 489 a61 1211 1511 1931 2292 2652 low 1143 2488 3233 3918 4124 B 9 10'-6' Precast 368 644 910 1192 1466 M41 2015 166 1331 1910 2483 3051 3630 4203 Precast 536 165 994 1223 1453 1682 642 60M 3542 12'-0" Precast 264 466 666 066 1066 261 1461 962 950 1413 1838 2264 2609 3115 12'-6' Precast 231 421 602 184 966 1141 1329 5ll 900 1201 1616 2004 2452 2840 1 13 6 823 9 1134 13'-4' Precast200 439 11S 1111 1446 1 1182 21M 2463 14'-0' Precast116 315 483 591 128 M& 1004 391 692 M2 12W law M4 2114 t4-8' Precast 54 219 401 624 641 169 092 950 621 892 1161 141 1101 1912 6'-4' Precast 241 351 466 516 616 195 314 "1 803 IV" 12W 634 1119 11'-4' Precast 114 253 332 412 491 51 2%] 415 555 102565 41 2 NR ■ Not Reurnmended 8" RECESS DOOR HEADER LATERAL TABLE RECESS DOOR HEADER SAFE LATERAL LOADS (PL1=) LTotal T9_ B' PLAN ED LLFILLE 6' FECESUD N-8' Precast 590 1115 0 Recast 520 lao N-2' suet 1650 1450 4'-4' precast 165 1350 4-8' Procrit 45 1240 5'-8' Precast 320 950 b' -8' Recast 250 160 T-8' Recast 200 640 0 9'-6' Recast 160 490 12" RECESS DOOR HEADER LATERAL TABLE RECESS DOOR DEADER SAFE LATERAL LOADS (PLF) qth Tr 12' ECN8W PLAN 12' FILLED c.5�68) P 3'-8' Recast 2025 3210 4'-0' Precast IT10 2060 N-2' ecast 1650 2690 N-4' Precast 15.15 2540 4-0 Precast 1420 2290 5'-V I ecast 1000 Y8 6'-8' 1 Precast 815 1425 7_1511 Precaet 130 1190 1950 1 Precast 550 900 12" LATERAL TA13LE I) T. CONTINUOUS LINTEL SAFE LATERAL LOADS (PLF) ota Ler1g Type PLAN FII 21-10 Precast 3500 6990 3'-6' Precast 2400 4115 4'-0' precast 1950 3880 4'-6' Precast 1650 3450 44 Precast 1550 3200 5'4 Recast 1320 2580 5'40'1 Precast 1160 2250 6'-6' Precast 1000 1950 1'•b" Pretest 020 1650 T.D. Pretest 000 16M 1 8'-O' Precast 150 1530 '-4' Precast 110 1450 9'-4' Precast 640 1210 10'-6" Precast 550 1110 11'-4' Precast 510 1000 12'-0' Precast 1 480 950 12'-b' Precast 460 910 13'-4' Precast 430 850 14'-0" Precast 400 000 14.0' Precast 300 160 15'4 Precast 350 130 11'-4' Pretest 320 1 630 NR - Not Recommended I) T. CONTINUOUS 3000 PSI CON[. FILL (CONCRETE PLACED IN FIELD) 31)��5®CONTINUOU�SpI (GONCRPESTEGPL FIELD) TOP LECs BARBSc-=�3 PIN ° LECs UP TO fop -®r LENGTHS I 1 ° - TOP LPG BARS: I I LECs UP TO 14 0 LENGTHS 1/32' STIRRUPS a 4'-m' G/G " _ — r -'. (1) 45 CONTINUOUS (I) +5 CONTINUOUS AQ i) `�[l, —�W (OPTIONAL) Q I [OPTIONAL) 'A' BARS (MAIN RE INF.) t(11c0 —iN 'A" BS S FI�IJ�J REINF� =lty SEE SCHEDULE SEE D C 31 31 1,1 'B' BARS - SEC= 60-II=DULL= �i 1 _ 1 1/32' STIRRUPS AT 4'-m' cc TYPICAL LINTEL 8"x8" RECESSED SECTION - A R C H I T E C T S /Design Group Inc. .1 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 FSH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 SLTHDI'V. 8e IAT: TUSCA SOUTH LOT X25 PROJECT# 1703.00 MODEL: 1542" GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (WEKIWA), ARCHITECT: STATE OF FLORIDA DLC130 T"'PE DESIGNATION NOMINAL aIDTH/HEIGHT OF LINTEL DATE: 12/22/09 PLAIN OR SOLID LINTEL SCiALM: 1/4"=19-010 F F SHEET C 0/1 -1=1 LNo. OF ADDITIONAL e5 BARS IN UPPER 1 . 103F OR LOUI�R LINTEL CAVITY ��LLL "��.ddd TYPICAL LINTEL 8"x8" SECTION OPTIONAL 05T TOP LEG BARS: 3/8'0 PpLAIN BAR EACH LECs UP t0 14'-m' LE%TI-IS 1/32' STIRRUPS ® 4'-0' G/C IONAL 055 r 'A' BARB (MAIN REEINF.) SEE SCHEDULE: 1 1 1 9 9 1:4" 'B' BARS - SEE SCHEDULE 1181 TYPICAL LINTEL 12"x8" SECTION TYPICAL LINTEL 8"x8" RECESSED SECTION - A R C H I T E C T S /Design Group Inc. .1 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 FSH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 SLTHDI'V. 8e IAT: TUSCA SOUTH LOT X25 PROJECT# 1703.00 MODEL: 1542" GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (WEKIWA), ARCHITECT: STATE OF FLORIDA DLC130 T"'PE DESIGNATION NOMINAL aIDTH/HEIGHT OF LINTEL DATE: 12/22/09 PLAIN OR SOLID LINTEL SCiALM: 1/4"=19-010 F F SHEET C 0/1 -1=1 LNo. OF ADDITIONAL e5 BARS IN UPPER 1 . 103F OR LOUI�R LINTEL CAVITY ��LLL "��.ddd A R C H I T E C T Desig2Grou p;. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ago SVHDIV. 8c LOT: TUSCA SOUTH LOT #25 PROJECT# 1'03.00 MODEL: "1542" GARAGE SWING: RIGHT PAGE: LINTEL SCI-�[[E D U LE (PRO—CRETE) ARCHITECT STATE OF FLORIDA PSC 2 DATE: 12/22/09 SCALE: 1/4"=1'— 0" SHEET 1B.2�F�n OWNERS FROOM O 25 -SH EGRESS BDRM. #3 � BATH #2 II II II O 0.BATH i�� r-� L, I I 1 1 I- -I \1i COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # PATIO WINDOW SIZE AND TYPE ZONE 110 MPH WIND 25 -SH 25 -SH O EGRESS EGRESS 4 20.5/ -22.3 24.4/ -2(o.6 2 20 ----- 5068 S.G.D. OWNERS FROOM O 25 -SH EGRESS BDRM. #3 � BATH #2 II II II O 0.BATH i�� r-� L, I I 1 1 I- -I \1i COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SOUARE FOOTAGE WINDOW SIZE AND TYPE ZONE 110 MPH WIND REMARKS 120 MPH WIND I 26 35-814 W/ ARCH TOP 4 20.5/ -22.3 24.4/ -2(o.6 2 20 3065 DR 4 20.5 / -22.6 241/ -26.9 3 12 145 -SH 5 / -251 h215l/ -34.2 4 112 16'-0 X -71-0 GARAGE DR. 5 183/ -22.4 21.8/ -26.7 5 1� 25 -SH EGRESS 4 21.1 / -22.9 25.1/ -21.3 6 1� 25 -SH EGRESS 4 21.1 / -22.9 25.1/ -2-1.3 - 34 5068 S.G.D. 4 20.2 / -22.0 24.0/ -26.2 5 li 25 -SH EGRESS 4 21.1 / -22.9 25.1/ -21.3 1� EGRE55 5 21.1 / -28.0 25.0/ -33.1 WHEN CALCULATING WIND PRESSURES 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 1i 1 nil I "' -I- 010 p +21.8 / -26.55 I I W.I.C. i KITCHEN Io BDRM.# 2 OI ZONE 4 r I p = +21.5 / -24.0 FOYER I I I I I I I II I I II 3 I I 51AULAUN. iI--------LIVING ROOM/ I -_ -_ I PERCEN'T'AGE OF AREA WITHIN ZONE 4: -- DINING ROOM/ - BRKFST L , A4 = 1 t.33 _ 16 = 0.71 ft' OPT. BEDRROOM #4 - 2 I I I / 1 PERCENTAGE OF AREA WITHIN ZONE 5: A5=4.66 -. 16=0.29 ft' 1H5 SH o �--� AVERAGE POSITIVE PRESSURE ON GARAGE DOOR: p = 21,9 (0.9) + 21.8 (0.10) 35 -SH W/ a = 19.62 d- 2.18 ARCH TOP I r------ =21.8 psi AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR: L -_...---J O p = -24.0 (0.71) + - 26.55(0.29) = 17.05--1- (-7.7) J = -24.75 psi', GARAGE AVERAGE GARAGE DOOR PRESSURE: p-21.8/-24.8 ELEVATION "A" & 99 B W -S" BEARING HEIGHT THROUGH OUT - - - - - � - -- -117 ELEVATION "A" 4 "13" / -------------------- O WIND Lu"'AD � BRKFST 5' - 5" CLG. ELEVATION "C" & "D" 9'-4" BEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" 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 SVDDIV. & LOT: TUSCA SOUTH LOT #25 PROJECT# 1703.00 MODEL: 1542" GARAGE SWING: RIGHT PAGE: WIND -LOAD CALCULATIONS ARCHITECT: STATE OF FLORIDA DEC 2 3 20H DATE: 12/22/09 SCALE: 1/4"=1'-0" SHEET I C or 1� a i a c� a 1IK 411 4" n OWNER'S DOOR BEYOND OAR_(�H VARM 2�' 9-1/2" ELEC. OUTLET PER ELEC. CODE DBL. PLATE N O z)N�lvBAR DETAIL y s 'DRI -all o ri 12'-2" 4'-4" 3'-4" PATIO 8 i' -0"x5'-0" I 28° OVER ------- HANG 6 SGD Ln 25 -SH 25 -SH 25 -SH EGRESS EGRESS 5068 S.G.D. HB. EGRESS ■ --- — ■ — OWNERS BDRM. 3 SUITE FAMILY � N ROOM O 31- all 11-011 3 -all 3'-0" 5'_1" 3'-a" 3'-0 -0" 1'-1.41 �" 3'-2" Oil 8'-0" ' �% 4-0 N tlJ � B F' - 5 � � I m BATH #2 LAV. 2 �Cf) 141 AV. 3 0 BATH 8'. 4'-4 3'-ro" 3'-10" / 1R -15H = 0-/, � O W.I.C. ll 4'-�' I KITCHEN q� I BDRM. 2 `n 8'-8" CLG. O 4.. 5,-4„ i 8'-8" CLG. (K 8'-8" CLCD. o� L 1R -16H WG. - ix -1 Li ( 1 cD —Txrn I �wI I 4'_� 8.O Iowl 4-0 L t _ _-` � - a u - LAUN. N1 rq LIVING ROOM -LG. I O I - - -rl- - - - DINING ROOM/ - L _ = _j OPT. BEDRROOM #4 M.T. BRKFST - _ 71 &'-&" CLG. - 41- m 11 S4 8'-B" CLG. 1H5 -SH Ci L --_j 1� 0 r 36 "X48" A/C F"LAe 3011A.FR.F(2Y 11-1 F 254" ■ 2 "x 2" STEEL 35 -SH W/ I I ATTIC LSS I PIPE ARCH TOP — — — — — U BOLLARD SQ. FT. C,ALC II LIVING ENTRY ELEV. "A" ENTRY ELEV. "C" GARAGE 4 "B" # "D" 1542 14 42 392 SQ. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL ELEV. "A" TOTAL ELEV. "C" 4 "B" 4 "D" 1948 1916 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 BE OPTIONAL * MASTER AND SECONDARY BATH TO RECEIVE aro" MIRROR * VANITY MIRRORS t0 BE RAISED OFF BACKSPLASH * ALL DOORS ARE ro'-8" HIGH UNLESS NOTED OTHERWISE. * ALL TUB FIXTURES TO BE WALL MOUNTED II I I� LIVING ROOM/ BRKFST DINING ROOM/ OPT. BEDRROOM #4 M.T. 9'-4" CLG. IH5-SH -10" 35 -SH W/ ARCH TOP ]EL]EVAT�®N 99 � 99 � 99 � 79 9'-4" BEARING HEIGHT THROUGHOUT ELEVATION "C" d "D" 35 -SH W/ 4 ARCH TOP EGRESS= 8'-2" 3'-10° GARAGE 7 IN 121-011 OPT. BEDROOM #4 � � � LAV. al 0. 0° —_— BATH S'-8" CLG. LAV. 1'_8 '- 44"0" 10'-0" 1 p0 -oil 0 -791 117 r I -- x6 POST — I ----------------- =I S'-2" 3'-10" 4'-8" 3'-1011 10" COV. PORCH I nc W.I.C. 0 I 10'-0"x8'-0" I 12' 0.. 9' 4.' 1'-4" 1�, �„ 1'-4° —I ,n 8 _g" GLG. r I I 0 21�-411 � '� LL -1R -15N WC. I I 18 -8 5 ----D. OPT® OWNER S ]BATH ----- -FLOOR PLAN . � ---__ --- 0 P T® COV. PATIO 8'-8" BEARING HEIGHT THROUGHOUT ELEVATION "A" 4 "8" 8'-8" HEARING HEIGHT THROUGHOUT ELEVATION "A" e "B" 9'-4" BEARING HEIGHT THROUGHOUT ELEVATION "C" 4 "D" 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 Stmmv. & LOT TUSCA SOUTH LOT #25 PROJECT# 1703.00 MODEL: "1542" GARAGE 8 WING: RIGHT PAGE: FLOOR PLAN ARCHITECT: STATE OF FLORIDA bC 2 3 0 DATE: 12/22/09 SCALE: 1/4"=1'-0"' SHEET 2 OF 1 6 " SCORI FRuf""NT ELEVATION TEXTURED FINISH >i =i r �7 5 OFF RIDGr= VENT OFF RIDrzE VENT ( l 6-8` 5R.G. HGT. 0'-0" FIN. FLR_ REAR ELEVAT10ll TEXTURED FINISH 0 ,, 1-I'-1" 5UILDING HGT. 8'-5" 5RG. HGT. (o" SCORED BAND CT'rPJ 0'-0" FIN. FLR. — OIL 8'-8" 5RG. HC%T. b" SCORED SAND go KEYSTONE DETAIL �OP�T -�C�0 �Vo A R C H 1T EC TS DesrincnG roup 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SU393DIV. 8a LOT: TUSCA SOUTH LOT X25 PROJECT# 1703.00 MODEL: "1542" GARAGE SWING: RIGHT PAGE: ELEVATION „B" FRONT & REAR ARCHITECT STATE OF FLORIDA DEC 2 3 JAME4NTWELL A 0'2079 DATE:12/22/09 SCALE: 1/4"=1'-0" 8'-8" BRG. HGT. c 7-11 OPT. COV. PORCH I -All 0'-0" FIN. FLRJ4 11-i RICHT SIM. 1� 5 OFF RIDGE VENT Rlu"HT ELEVATION TEXTURED FINISH 12 OFF RIDGE VENT 6-8" BRG. HGT. ,L 1000,14 1 0'-0" FIN. FLR. LEFT ELEVATION TEXTURED FINISH OL 8'-8" BRG. NGT. i v II -OI OL 0'-0" FIN. FLR. 8'-8" BRG. NGT. 0'-0" FIN. FLR. A R G H ITEC T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: TUSCA SOUTH LOT #25 PFLOJECT# 1'703.00 MODEL: "1542" GARAGE SITING: RIGHT PAGE: ELEVATION >>B,) LEFT & RIGHT ARCHITECT STATE OF FLORIDA D t. DATE: 12/22/09 SCALE: 1/4"=V-0" SHEET j � OF10 1 HEADER SPAN CHART UP TO CONNECTOR SCHEDULE SINGLE SIMPSON 4'-11 1/2" 1'-11 1/2" DES. UPLIFT GRAVITY FASTNER a META -16 1450 (1) led x 1 1/2 I -PLY/ (6)16d 2 -PLY Z 0 (2) META -16 1985 1900 (10) 10d x 1 1/2 I -PLY (14) I&d 2 -PLY N Q HETA-16 1810 (9) 10d x 1 1/2 I -PLY/ (8) Ibd 2 -PLY SIZE HETA-20 1810 (9) led x 1 1/2 I -PLY/ (8) 16d 2 -PLY DSL 2 DSL 2 D53L 2 DSL 2 (2) HETA-20 2035 (10) led x 1 1/2 ]-FLY 2500 (12) 16d 2 -PLY MGT + 3965 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) led TO WOOD HGT-2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) I0d TO WOOD HGT-3 + 10530 (2) 3/4' A_T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) led 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) SDS 1/4' X 3' TO WOOD (2) WT (2-FLT/3•PLT) "1185/8890 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) 508 1/4' X 3- TO WOOD MTS -12 1000 (14) 10d x 1 1/2 HTS -16 1150 (16) I0d x 1 1/2 HTS -20 1450 (24) led x 1 1/2 LSTA-12 ++ 925 (10) led LSTA-18 ++ 1235 (14) led V) M5TA-18 ++ 1315 (14) 10d MSTA-24 ++ 1640 (18) led (If M5TA-36 ++ 2050 (26) led V ) MSTI-3(p 00 38 (36) led x 1 1/2 MSTI-48 5065 (48) 10d x 1 1/2 H6 950 (8) W TO PLATES, (8) 8d TO STUDS SP4 885 (6) 10d x 1 1/2' TO STUDS A33 150 (4) led TO BEAM (4) led TO POST. HCP2 645 (6) led x 1-1/2' H10 995 (16) 8d x 1-1/2 ABU 44 2200 6665 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 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)16d TO WOOD LTT19 +++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (8)10d TO WOOD = LTT205 +++ 1625 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN GONG. (2) ' BOLT TO WOOD U Z HTT-16 +++ 3955 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1- EMBED.) IN CONC, (IS)Ibd 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, (321f6d TO WOOD HHDQII-SDS 25+ 11,445((11) CREWS V A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBEDJ IN GONG, (24) 508 4' x ' WOOD 1-101 6480 (1) 1/8' AB. IN HIGH STRENGTH EPDXY (MIN. 1" EMBED.) IN CONC. (3)Y'S TUD BOLTS TO WOOD MB4A 3.56/11.25 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. TOP, (1) 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.15" EMBEDMENT) IN C.M.U. FACE, (18JI0d TO BEAM 0 W HUBC4I2 (WOOD) 3240 2510 (FLOG (10) 16d TO HEADER, (10) 16d TO WOOD 3140 (ROOF) C7 1-IUC410 (CMU) 1810 5085 18-1/4' x 2-3/4' TITEN ( 9 PER 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 T DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH led x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 18 REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. W +++ MINIMUM EMBEDMENT INTO THE TOP OF A 5ON05SAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 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 BE RESPONSIBLE FOR MAILING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, UBE FASTENERS GALVANIZED PER ASTM -A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2009" "HIGH WIND -RESISTANT CONSTRUCTION C-HW05-R1, T-ANCHORSPEC01, AND ANCHORING t FASTENING SYSTEMS FOR CONCRETE t MASONRY CATALOG C-2009. HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REOUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO SINGLE STORY APPLICATION 4'-11 1/2" 1'-11 1/2" AND UP SIZE CLEAR SPAN DSL 2 DSL 2 DSL 2 D15L 2 x 6 x 8 x 10 x 12 UP TO 5'-4' 5'-4" TO -1'-0" 1'-0' TO 10"-0" 10'-0" AND OVER TWO STORY APF'L I CATION DOWN STAIRS 3 NUMBER OF FULL LENGTH STUDS SIZE CLEAR SPAN DSL 2 DSL 2 D53L 2 DSL 2 x 6 x 8 x 10 x 12 UP TO 5'-0' 5'-0" TO 6'-4" 6'-4' TO 8"-0" 8'-0" AND OVER MINIMUM WALL AND HEADER STUD REOUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 8'-0" U.N.O. 4'-11 1/2" 1'-11 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 FRAMING NOTES- 1. HURRICANE STRAPS TO 5E MANUFACTURED E3Y S IMP50N STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOW5, U.N.O: * TRU55 TO MASONRY/CONCRETE SHALL 5E META -1(o * FLOOR JOIST TO MASONRY/CONCRETE SHALL SE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO UJALL. * TRUSS TO WOOD FRAMING SHALL 5E MTS -12 3-TRUS5 TO TRU55 CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED 3Y TRU55 MANUFACTURER. 4. REFER TO TRU55 MANUFACTURER'S SIGNED AND SEALED DRAUJINC-s5 FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART $ MINIMUM WALL 4 HEADER STUD REQ_ ARE STANDARD U.N.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES a EA. END. CUT PITCH 4 5EVEL TO FIT TIGHT TO TRU55 AS PER APA REQUIREMENTS. 2X10 BM TO 6X6 POST (2) M5TA-24 POST TO SLAB HUC410 �'�C�{� V4 , v~ L HU[C410 w/8-%r."X2" -I W/8 -3/16"X2" TAPCONS (4 TAPCON5 (4 \PER FLANGE) PER FLANGE)) (I)COV. PORCH (2) META -16 28" OVER I �--�-- HANG -a SGO '7 7 J1 II■ II__II _ I ■io- J1 II I II II II II II II II c(1 J3 r I r r r �I I '' J3 J5 l II II II II J5 II II 11 4- H cj u- H9 HII _ =H13 H15 =HIl RIDGE =H19 HIS j H17 77 H15 H11 HIB H-15 H55 T2A � � ' H4 T2A �1II d T1A W�- — T2 A 0- - 02X12 IBM. — T1A T2 _ _ T1 GE2 4UC-410 722 "x54" � 11118-3/16" x 2' 1 ATTIC TAPCONS ACCESS TI — (4 PER EA. _ — — FLANGE) Lu T1= !y T1 HSA — H7A —J5 II II II II �5 J3cmq 3 II IIIm Qom} TRUSS FRAMING PLA (2) META -16 SOUTHERN TRUSS 03/26/09 IA R C H 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 I SLTHDIV. 8c LAT: TUSCA SOUTH LOT #25 PROJECT# 1"703.00 MODEL.: "1542" GARAGE OW3114G: RIGHT PAGE: FRAMING PLAN ELEVATION "A" n "B" ARCHITECT - STATE OF FLORIDA I JAMES_�TANTWELL I L AR NO 12079 / DATE: 12/22/09 SCALE: 1/4 lip=1' — 0" SHEET ELECTRICAL LEGEND SYMBOL DEFINITION NOTES (b 125V OUTLET 20 AMID ® 110V OUTLET LOAD INFORMATION CB 1/2 OF OUTLET WIRE VA 110V OUTLET WIRED TO 20/1 1 SWITCH 1500 REFRIGERATOR WITH GROUND FAULT 20/1 6TARUEQUIPED 110V OUTLET TANT D 15HWASHER CSI IRET8 3 W 1200 4 WIRE 220V OUTLET CONNECTION WP EXTERIOR GROUND FAULT C-4 5-I WATERPROOF INTERRUPTER 5 OUTLET 1500 DRYER SWITCH 30/2 SWITCH 3 -WAY OPER. 64 SWITCH 4 -WAY OPER. WALL 1:9 6 MOUNTED WATER HEATER LIGHT 30/2 10:12 CEILING LIGHT 4500 SMALL APPLIANCES CIRCUITS VAPOR co)k PROOF 12 P LHT r RECESSED 12 4614 CAN ® VENT. FAN 1 GfPER sQ. Fr. 6 VENT. FAN 1 CFM PER W/LIGHT SQ. FT. 24:26 2' LIGHT STRIP 4060 4' LIGHT STRIP CONNECTED VA �� SERVICE LOAD SUMMARY 4' RECESSED 2-5UL5 WRAP ® FLUORESCENT LIGHT AROUND ./ 2' FLUORESCENT 35,014 10000 10,00 4,060 5,525 IST 10,00010051-1 4' FLUORESCENT HEAT UM COM S O 1000 HEAT f=UMj= SUFFLEMENTAL ELEC HEAT 6 ro 4' TRACK LIGHT © PANEL METER SMOKE BATT. BACK-UP 0$.D. DETECTOR DWIRE W/ INAWALL BACK-UP MOUNTED W/ HARDWIRE S D. OR DETEEC CONNECTER- ONNEC ED BATT. BACK-UP ®S/GO CARBON MONOXIDE/ W/ HARDWIRE CONNECTED SMOKE DETECTOR SHALL SE A COM50 DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT TELEPHONE- ELEPHONEJACK . JACK WATER HEAT. [W44 DISCONNECT AIR COND. A`/C DISCONNECT TELEvISION TV. JACK CEILING 5OX REQUIRED To BE SUPPORTED J O J -BOX IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILINGS FAN/LIGHT ING BOX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPTIONAL KP SECURITY KEYPAD PUSH- FOR 4• Pp. BUTTON CHIMES NOTES: * LOCATION OF TV JACKS d PHONE OUTLETS i FANS TO 5E VERIFIED 6 HOMEOWNER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN ALL HA51TA5LE ROOMS TO 5E ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI e ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER D15CONNECT TO 5E LOCKOUT IN PANEL * 5ATHROOM EXAU5T FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 2001,RESIDENTIAL CODE TABLE M15063) LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL 5E NON METALLIC GABLE AS N.E.G. 2008 ARTICLE 300.(5) (2) * ALL RECEPTACLES TO ]BE TAMPER- RESISTANT TYPE OWNERS SUITE CE I L INC* MTD. N LIGHT TO 5E \ INSTALLED, PROVIDE J -50X FOR OPT. FAN CIF I WPP PATIO CEILING MTD. L IGHT TO BE FAMILY INSTALLED, ROOM PROVIDE J -Box FOR OPT. FAN N� BDRM. 3 \N1 �i / CEILING MTD. LIGHT TO 5E INSTALLED, PROVIDE J -BOX I FOR OPT. FAN I' 1 ® BATH 2 II i I W.I.C. luu I FOYER LIVING ROOM/I I II DINING ROOMI I ^^ pa 1 I Q KITCHEN 1 w G1=1 \\ z •\,,�. \ CEILING MTD. 1 LIGHT TO 5E _ IrsFl BDRM. 2 INSTALLED, �F11 I F 7 PROVIDE J -50X 0u FOR OPT. FAN 10� LAUN. , ------ I • i BRKFST I u- ' CEILING MTD. / WP IDLZ — A/ WH �COND.� LIGHT TO 5E -- INSTALLED, — — - "- PROVIDE J -BOX 1 P.B. FOR PANEL GFIs A/ FOR OPT. FAN \ CHIMES P.5. FOR 42 "AFF. \ GARAGE — — — \\ 2" STEEL POOR I — — \ PIPE METER BOLLARD FIELD J _ 1 \ \ WALL MOUNTED I 36 "X48" A/C LOC. \ LIGHT W/SWITCH IN PLATFORM 30" AFF ATTIC \ KEYLESS FIXTURE �I 1 CLG. OUTLET CFI 1 1 GARAGE ■ II14 \\ _----------------- OPT. CARRIAGE ----------- CARRIAGE L IGHT 4 L IGHT 8 SWITCH SWITCH ELECTRlu"AL PLAN NOTE: ALL 5RANCH CIRCUITS IN THE 5EDROOMS ARE TO BE PROTECTED 5Y AN ARC -FAULT INTERRUPTER LISTED TO PROVIDE PROTECTION OF ENTIRE 5RANCH CIRCUIT s -, ------ T ,1 / I / 11/2 � 1 1/2" 2 ° V.T.R. IL -- 11/2" �'' 2" IN PLUMBING RISER DIAGRAM S T 5/CO® / CEILING MTD. BDRM. LIGHT TO 5E INSTALLED, PROVIDE J -50X q__�FOR OPT. FAN 1 ■ 0. ccc BAL_ BATH � - I I �' 'SERVICE 5Y. — I OTHERS Ll OWNER'S TH -2 " PANEL: UNIT 1,542 150A, MAIN LUG, 120/24OV, 1 PHASE, 3W LOAD INFORMATION CB CKT. WIRE VA LAUNDRY/ WASHER 20/1 1 12 1500 REFRIGERATOR 20/1 2 12 1200 D 15HWASHER 20/1 3 12 1200 D I6P05AL 20/1 4 12 500 MICROWAVE/ HOOD 20/1 5 12 1500 DRYER 30/2 6:8 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 5Q. FT. LIGHTNING/ RECEPT a 3 WATTS 20/1 14 THRU 22 12 4614 A/C AIR HANDLER 50/2 23:25 6 8500 A/C CONDENSER 40/2 24:26 10 4060 TOTAL CONNECTED VA 41,514 SERVICE LOAD SUMMARY DEMAND V /C LOAD 35,014 10000 10,00 4,060 5,525 IST 10,00010051-1 0 REMAINDER PER NEC -220-30 (5)091 HEAT UM COM S O 1000 HEAT f=UMj= SUFFLEMENTAL ELEC HEAT 6 ro TOTAL LOAD VOLT 240 VA 29,59 AMPS 123 NOTE: ALL BREAKERS SERVING BEDROOI" I RECEPTACLES SHALL 5E ARG -FAULT TYPE PER NEC 210-12 REQUIREMENTS. POWER COMPANY PEDESTAL 7 GRADE L EL- CTfRIG RISEfR 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) * 2/0 XHHW ALUMINUM NEUTRAL. (1) 4 XHHW ALUMINUM EQUIP.GRD NEMA 3R COM50 DISCONNECT 150 AMP AND 120/240 VOLT M METER CAN 42 CIRCUITS MLO INTERSYSTEM BOND ING 150TERMINAL AT LOW AMP. VOLTAGE CONNECTIONS PHONE / DATA WEATHER PROOF BOX CA5LE / 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 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 V $1XVw & 1.0T: TUSCA SOUTH LOT X25 PROJECT# 1703.00 MODEL: 1542" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA DEC 23 DATE: 12/22/09 SCALE: 1/4"=1'-0" SHEET OP' (1) $REBAR VERTICALLY W/ CONC. CAULK AND SEAL GROUTED BOND BEAM TEXTURED FINISH TEXTURED FINISH POUR CELLR-11 VARIES PER ELEV. INSULATION MIN - -- R-11 INSULATION MIN. R-4.2 INSULATION Z 6TUDS 16" O_C_ MAX STUDS 16' O.C. MAX TIE VERTICAL REBAR POURED LINTEL CONT. (TYP.) �I/2' DRYWALL 1/2' GYP. WL. BD. 1/2' GYP. WL. BD. z TEXTURED FINISH SECURE BT. PLATE TO BLK W/ �' SECURE ST. PLATE TO SLAP W/ SECURE BT. PLATE TO SLAB W/ 10d ui WOOD BASE WOOD BASE W q W 8' CMU ANCHOR BOLT W/ 2' WASHER SET IN -I' ANCHOR BOLT W/ 2" WASHER SET IN CUT NAILS/ MASONRY NAIL • 32' O.C. z SECURE BT. PLATE TO BLK W/ }' SECURE BT. PLATE t0 BLK W/ c. I/2' GYP. WL. BD. SIMPSON HIGH STRENGTH EPDXY EMBED. MIN. • 32' OC MAX. BIMPSON HIGH STRENGTH EPDXY T' EMBED. MM. * 32" OC MAX. MAX ANCHOR BOLT W/ (" WASHER SET IN ANCHOR BOLT W/ 2' WASHER SET IN WOOD BASE VARIES PER ElE FLOOR TO BOND BEAM. SET IN JOINTS SIMPSON HIGH STRENGTH EPDXY 1' io SIMPSON HIGH STRENGTH EPDXY d PRIOR TO FILLING. (SLEEVED ANCHOR IN O EMBED. MIN. 0 32' OC MAX. O EMBED. MIN. 32' OC MAX. r SOLID POUR ACCEPTABLE RETROFIT) PVC THRU FOOTING d L) 6' CHASE C EXT. /INT. FRAME WALL TO 4' GONG, REINF. W/ 6'x6' M0 WWM OR kV"4 ccolic, iREINF. W/ 6'x6' 010 WWM OR 4" GONG., REINF_ UI/ 6'x6' M0 LUM OR 4' GONG., REINF. W/ 6'x6' M0 WILM OR IL k ° a 4' GONG, REINR W/ 6'x6' M0 WWM OR " iA A 4' CONC, REINF. W/ 6"x6' M0 U.UM OR ON 6 -MIL POLY = FIRE SH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON FIBERMESH ON 6 -MIL POLY z ETHYLENE VAPOR BARRIER ON F15ER IESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON FIBERMESH ON 6 -MIL POLY X ETHYLENE VAPOR BARRIER ON a P15ERMESP ON 6 -MIL POLYaFIBERMESH e ETHYLENE VAPOR BARRIER ON • , ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE O WELL -COMPACTED CLEAN TERMITE `^ E j WELL-COt"PACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE ° d WELL -COMPACTED CLEAN TERMITE FILL TREATED FILL m O TREATED FILL U T'AtED FILL CREATED FILL 7REAtEp FILLTREATED R-4.2 INSULATION a' CMu z � 4 8 4 I'-4" (2) 5 REBAR ON CHAIRS 1_®m l3) 5 REBAR ON CHAIRS 1'-8" 4" 8" 4" C2) 5 REBAR ON CHAIRS zRE } " 8" 4"O4' (3) 5 REBAR ON CHAIRS b" 6" 4"l2) 5 REBAR ON CHAIRS I/2' GYP. WL. SD. m U (2) "5 REBAR ON CHAIRSU 1'-4" FOR INSPECTION 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 AT L. B. W. L.B.W. W NO -UPLIFT) (3)_WZ FRAME WALL 3A W FRAME WALL SCALE: 1/2' •P-0' SCALE: 1/2"■ I'-0' 2 SCALA: 1/2' =1' - 0' SCALE: 1/2'.1'-m' �:B )AT SCALE. I/2"• I'-0" 5CAL: I/2 " =1' V! WELL -COMPACTED GLEAN TERMITE ° (1) "5 REBAR VERTICALLY W/ CONC, 1 POUR CELL r-- (1)'S REBAR VERTICALLY TREATED FILL 7 ' (1) 5 REBAR SET IN SIMPSON HIGH < ( .. a W/ GONG_ FOUR CELL ° 0'-0' FIN. FLR. _Z STRENGTH EPDXY -V EMBER MM. ° I (2) 5 REBAR + 1 -STORY a, ala co CONC„ REINF. W/ 6'x6' StUDB 16' OG. MAX4' (3) 5 REBAR B 2 -STORY (1) 5 VERT. DOWEL z a' CMUCURB HEIGHT VARIES M0/10 UIUM OR FIBERMESH ON -MIL POLY ETHYLENE VAPORVARIES T4' 5 1/2' i HEAD OF GARAGE WITH SLOPE 5 1/2' • HEAD OF GARAGE VARIES WITH SLOPE 6' PVC CHASE THRU FOOTING p 4 UQ rL IL W6 4' CONC, RE INF. W/ 6'x6' M0 WI M OR BARRIER ON DELL -COMPACTED UCLEAN TERMITE TREATED FILL SECURE BT. PLATE TO SLAB W/ �' SECURE Bt. PLATE TO SLAB W/ }' ° d.a REBAR W/ a' HOOK �^ ` FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON (1) 5 REBAR ON CHAIRS ANCHOR BOLT W/ 2' WASHER SET IN w SIMPSON HIGH STRENGTH EPDXY' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T' EXTENDED SLAB 1 1/2' CURB HEIGHT VARIES © I CURB HEIGHT VARIES �p I WELL -COMPACTED GLEAN TERMITE O TREATED FILL THICKEN EDGE EMBED. MIN. +� 32' OC MAX. EMBED. MIN. w 32' OG MAX. W 1/2' RECESS FOR SERVICE DR H E 4 dO A• ETHYLENE VAPOR BARRIER ON Him W W SCALE: 1/2'•1'-0" d I'-4" (2) OREDAR (3)'S REBAR ON CHAIRS e MIN. LAP ° • A ° • 4' CONC, REINF. W/ 6'x6' M0 WWM OR • ;� • 4' GONG, REINF_ W/ 6'x6' Mm WUM OR Z_ A iii a �j 4" GONG., REINF. W/ 6'x6' X10 UA1M OR i Z_ 1 d ap 4' CONC, RE INF. W/ 6'x6' MO WWM OR i Z (3) 5 REBAR ON CHAIRS ip ° A a A C 1 -STORY FOOTING r FIBERMESH ON 6 -MIL POLY FIBERMESH ON 6 -MIL POLY ° ° ° FIBERME5H ON 6 -MIL POLY FIBERMESH ON 6 -MIL POLY W BLOCK WALL m d z ETHYLENE VAPOR BARRIER ON % ETHYLENE VAPOR BARRIER ON . ETHYLENE VAPOR BARRIER ON WELL CLEAN TERMITE • ETHYLENE VAPOR BARRIER ON ° • • WELL -COMPACTED CLEAN TERMITE b" 4" 4" WELL -COMPACTED CLEAN TERMITE O 4" 6' 6' 4" 4' TREATED FILL -COMPACTED CREATED FILL WELL -COMPACTED CLEAN TERMITE TREATED FILL ALL ]EXTFERIOR FF'OOT'ER 4' W/ 6"xb' +10 ULM OR TREATED FILL ;,� U � ? � 4' 8' 4 ? � � � CONC, R7=INF. FIBERMESH ON 6 -MIL POLY 1'-4" (2) 5 REBAR ON CHAIRS I' -B" (3) 5 REBAR ON CHAIRS � (2) S REBAR ON CHAIRS r (2) *5 REBAR ON CHAIRS -0" 6" 6" 4' L4AIETHYLENE VAPOR BARRIER ON m m S U I' 6" WELL -COMPACTED CLEAN TERMITE TREATED FILL GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP SLAB AT GARAGE 1 -STORY FOOTING 2 -STORY FOOTING rJ NON-BEARING /2 • 0 6 1 -STORY L.B.W. GALE: I/2'•I'-0' 6 A 2 -STORY L.B.W. SCALE= I/2"=1'-(d'SC SERVICE DOOR LE: 1/2'=I'-0' AT GARAGE C E: I/2 • -0 GARAGESCALE: 6��,SCALE:I/2"=1'-0' (1) 5 REBAR VERTICALLY W/ CONC. POUR CELL R-42 INSULATION z TEXTURED FINISH q W a" CMU RECESS FOR iv J 1/2" GYP. WL. BD, 1'-0• GARAGE DOOR �— WOOD BASE I GRADE I ; • ° ° •" °• 4' CONC, REINF. W/ 6"x6" Mm WWM OR RFOR I" RECESS SI D. TRACK S.G.D. CONC, U/ 6'x6' M0 wM OR F15ERMESH ON 6 -MIL POLY ro � ° 4' CONC, E INFW/ 6'x6' 010 UUM OR ° 11�G FIBE!,IESH ON 6 -MIL POLY FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TER! ITE FINISH FLOOR ui (k ° 1'-d" ETHYLENE VAPOR BARRIER ON WECLEAN TERMITE TREATED FILL ° . a ETHYLENE VAPOR BARRIER ON WELL -COMPACTED GLEAN TEI�IITE O 4" 8" S" 4" TREATED FILL in U y e .e �...."" e.a A (1) 5 !REBAR ON CHAIRS TREATED FILL TREATED l3) 5 REBAR ON CHAIRS 4" 5 REBAR ON CHAIRS 4 U 4" 6' 6' 4" a 1'_8•' a 2 -STORY FOOTING CONCRETE PAD 10 SLAB AT S. G. D. GARAGE DOOR FOOTING 1 NOT USED 13 W BLOCK WALL 14 NOT USED SCALE: 1/2' • I' -m" SCALE: 1'-1'-0" 11 SCALE: I/2' = I'-0' SCALE: 1/2"=V-0' HORIZONTAL/VERTICAL REINFORCING AT T)MARI NG CHANGE SCALE: A R C H T E C TS /De Grousign p,nc. .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 X25 PROJECT# 1703.00 MODEL.- )) 1542" ODEL:"1542" GARAGE SWING: RIGHT PAGE: MONOLITHIC FO UNDATIO N DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA DEC 2 2009 DATE: 12/22/09 SCALE: 1/4"=1'-0" SHEET ID 1 03r CAULK AND SEAL GROUTED BOND BEAM GAS LINE VARIES PER ELEV. I J" PVC SLEEVE FOR GAS LINE Z B a' CMU TIE VERTICAL REBAR POURED LINTEL CONT. (TYP.) �I/2' DRYWALL 0 -0 R TIE VERTICAL REBAR 8" CMU FILLED DELL (TYP.) WOOD BASE ° a d TO HORIZATIONAL '• —2X WALL FRAMING A d A dA ° , a REBAR W/ 8' HOOK (4) A'X'T' ANCHOR BOLTS or (4) A'Xl' a OF ° ° ° GROUTED BOND BEAM J -501 -TO MAL 5' EMBEDMENT W/ 2'X2'XI/8' WASHER AND NUT SPACED EVENLY FROM a .4 A VARIES PER ElE FLOOR TO BOND BEAM. SET IN JOINTS ° d PRIOR TO FILLING. (SLEEVED ANCHOR IN } SOLID POUR ACCEPTABLE RETROFIT) PVC THRU FOOTING d L) 6' CHASE C EXT. /INT. FRAME WALL TO do 1 -STORY BLOCK WALL CONNECTION GAS LINE THRU BLOCK t6 SCALE: J"■I'-m' (2) 5 REBAR ON CHAIRS (-)TORI' (3)*5 REBAR ON CHAIRS d e 15 )GALE: !/2'•1'_0' A (I) 5 REBAR VERTICALLY W/ CONC, da POUR CELL W R-4.2 INSULATION a' CMu 41 CLEANOUT REQUIRED I/2' GYP. WL. SD. lk FOR INSPECTION z WOOD BASE z ° A E 4' CONC RE INF. W/ 6'x6' •10 WUM OR 4 W W FORAINSPE NOUT REFIRED F15ERl`1 ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED GLEAN TERMITE ° TREATED FILL 7 ' (1) 5 REBAR SET IN SIMPSON HIGH < ( .. a ° 0'-0' FIN. FLR. _Z STRENGTH EPDXY -V EMBER MM. ° I (2) 5 REBAR + 1 -STORY z I TIE VERTICAL REBAR (3) 5 REBAR B 2 -STORY (1) 5 VERT. DOWEL t ° VERTICAL 1 s a LAPPED W/ BOND BEAM 6' PVC CHASE THRU FOOTING ° ° TO NORI7AtIONAL --:fir--"—� "d OUTSIDE REBAR TO 59 �� P•! CONTINUOUS 11) 5 REBAR At CORNERS W/ 215' LAP MIN. • ° • ° d.a REBAR W/ a' HOOK �^ A d A d 4' CONC, REINF. W/ 6'x6" 010 UIWM OR ' FIBERMESH ON 6 -MIL POLY ° , d Lu j I -STORY dO A• ETHYLENE VAPOR BARRIER ON ON CHAIRS U n WELL -COMPACTED CLEAN TERMITE TREATED FILL n, t2.7 I'-4" (2) OREDAR (3)'S REBAR ON CHAIRS MIN. LAP PIPE THROUGH TYP, RETROFIT FOR TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL OMITTED DOWELS B REBAR LAP AT FOOTING C AT LINTEL CORNERSD W BLOCK WALL E REINFORCING A SCALE= !/1'•1'-0' SCALE: 1/2'=1'-0' SCALE: 1/2'.1'-0' SCALE: 1/2'•1'-0' SCALE: 1/2'•1'-0' ALL ]EXTFERIOR FF'OOT'ER AT ]�'IfiTIHLA�' TO 13-F,MI]N. ��" ]E3ELOW LTFL�TDIS'TITR�]E� SOIL, HORIZONTAL/VERTICAL REINFORCING AT T)MARI NG CHANGE SCALE: A R C H T E C TS /De Grousign p,nc. .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 X25 PROJECT# 1703.00 MODEL.- )) 1542" ODEL:"1542" GARAGE SWING: RIGHT PAGE: MONOLITHIC FO UNDATIO N DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA DEC 2 2009 DATE: 12/22/09 SCALE: 1/4"=1'-0" SHEET ID 1 03r GROUTED BOND BEAM VARIES PER ELEV. Z TIE VERTICAL REBAR TO HORIZATIONAL ° REBAR W/ 8' HOOK — VARIES PER ELEV. ° GROUTED BOND SEAM d do 14 ° d A da W CLEANOUT REQUIRED FOR INSPECTION z 0'-0' FIN. FLR. TIE VERTICAL REBAR ° t TO HORIZATIONAL 4 a tEBAR W/ 9' HOOK A F HORIZONTAL/VERTICAL REINFORCING AT T)MARI NG CHANGE SCALE: A R C H T E C TS /De Grousign p,nc. .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 X25 PROJECT# 1703.00 MODEL.- )) 1542" ODEL:"1542" GARAGE SWING: RIGHT PAGE: MONOLITHIC FO UNDATIO N DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA DEC 2 2009 DATE: 12/22/09 SCALE: 1/4"=1'-0" SHEET ID 1 03r PANEL ANCHOR SEALANT III 0 0 a SEALANT 3/8" -EXPANSION STRIP Q FREE OF MORTAR PANEL ANCHOR 1/4" EXP. BOLT TWO PER ANCHOR WALL FRAME SHOWN HERE --_ FOR ILLUSTRATIVE PURPOSES ONLY. WALL FRAMING CAN BE CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND PANEL ANCHOR STYLE CONSTRUCTION LINTEL PLATE 3/8" EXPANSION STRIP FREE OF MORTAR LINTEL SEALANT TO BE MIN. 1/2" DEEP SEE NOTE EXPANSION STRIP PANEL ANCHOR GLASS BLOCK NOTE: THIS DIMENSION IS DETERMINED BY THE ANTICIPATED DEFLECTION OF TE STRUCTURAL MEMBER ABOVE THE GLASS BLOCK. PANEL REINFORCING a EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT ACROSS EXPANSION JOINTS / GLASS BLOCK POSITION (2) 1-1/4" 5-4 HEX WASHER HEAD WITH ANT I - CORRO51 VE COATING TIGHT TO BEND OF ANCHOR AND END OF SLOTTED HOLE TYPE S OR N MORTAR 1/4" MIN. 1/2" MAX. \ PANEL RE INFORCING .� MORTAR ASPHALT EMULSION O� 1-3/4" X 20 GAUGE X 24" LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL SECURE 2x6 MIN. t0 BLK W/ (2) ,�' HEAD LENGTH ANCHOR BOLT W/ 2' WASHER SET TENSILE ST 8d IN SIMPSON HIGH STRENGTH EPDXY 4' EMBED. 1 1/8' 2X4 SECURED TO GABLE END 110,000 W/(2)12d-wEA. UPRIGHT 10d ROUNDd10DIFIED 21/8' .128 1-10,000 2X4 SECURED t0 OR T D ❑a GABLE ENG W/(2)12d O.G. 0 IF— SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS. L-30,0 © SIDES: 2X6 GARAGE DOOR BUCK W/ (3) D GABLE BLOCKING TRUSS 2x4 BLOCKING 11X81' J -BOLTS 411 EMBEDMENT MIN. W/ 2'X2'XYs WASHER AND NUT SPACED EVENLY FROM FLOOR TO g EA. RAFTER L-30 EA. RAFTER GARAGE DOOR HDR. IN JOINTS H2.5 EA. PRIOR TO FILLING. RAFTER 1-2X6 PT BLOCK a CENTER OF DOOR HEADER W/(1)Ya'XB' J -BOLTS 4' EMBEDMENT W/ 2'X2"As' WASHER AND NUT 2x4 RAFTER 0 24'O.C. 2x4 FRAMING - ❑ © — (TYP) GARAGE DOOR 3 BUCK ATTACHMENT SCALE: 1/2'=V-0" 8 NOT USED 4 FRAMED OVERHANG 2X4 DBL TOP PLATE 2x4 METAL STUD 24" O.C. I/2" DRY WALL 2X4 16" O.G. MAX 2X4 PT. BT. PLATE 1/2' AM W/ MIN. -I' EMBEDMENT 2' pIA_ WASHER jy+ 32' O -C. MAX 05 REBAR CONT. WOOD FRAME TO BLK. SCALE: 1/2"=11-0' SPARK ARREST PER MANUFACTURER IX2 PT. TOP OF BOX D15L. TOP PLATE — 2X4 STUD TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON 0.5.8, SHEATHING OR J' CDX PLYWOOD PRE. ENG. TRUSS g_ELAP VIEWSCAL1/2' = I'-0" SIMPSON H-5 (MIN.) 0 2X4 TO TRUSS PRE. ENG. TRUSS 51=4 OR H-5 TOP PLATE TO STUDS !'-0" ABV. 10"-0' LEVEL TO ROOF ;)R 2'-0' ABV. HIGHEST RIDGE WITHIN 10'-0" SIMI-SON H-5 (MIN_) 0 2X4 TO TRUSS 1 CHIMNEY DETAILS PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS 0 16' O.C. MAX SIMPSON L5TA-12 a EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS 10 16" O.C. MAX W/ SHEATHING. SHEATHING; TO BE WITHIN J' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY t0 BE SECURED ONE PLY Q A TIME. USE 126 NAILS, TWO WITHIN 6" FROM EACH END 4 NO MORE THAN 12' D.G. STAGGERED SP4 OR H5 a TOP AND BOTTOM PLATES a EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 11-4' MIN. FROM 2ND FOR LINE TYP. EXTERIOR WINDOW/ 5 DOOR OPENING WD FRAMED SCALE: I/2"=1'-0' NAIL-INQ SCHEIDULE ROOF DIAPHRAGM USE '1116" O.5M. OR 1/2' CDX PLY WITH *8 RING SHANK GUN NAILS AT 4" O.G. AT SUPPORTED PANEL EDGES AND OB RING SHANK GUN NAILS At 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE *8 GUN NAILS g 4' D.G. EXTERIOR SHEATHING: USE 7/16" O.S.B. OR 1/2' PLY WITH "B RING SHANK GUN NAILS AT 6' O.G. At PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM PANEL AND 08 RING SHANK GUN NAILS AT 611 O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAL L fREaU f iRE1-1ENT5 SIZE HEAD LENGTH pIA. TENSILE ST 8d ROUNDiMODIFIED 1 1/8' .113 110,000 OR T 10d ROUNDd10DIFIED 21/8' .128 1-10,000 OR T TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. NOTE: NAILS t0 BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS STAPLE, NAIL 4 TOOL ASSOCIATION 1 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING 2 RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3- 16 TO 20 RINGS PER INCH 4 0280 INCH FULL ROUND HEAD DIAMETER r2.2 INCH NAIL LENGTH ROOF JHEATH INC; LA'1'OUT AND ENDWALL BRACING FORD e,45LE EN12 Ff',41ING SECURE 2x TO BLOCK W/ l2)" TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 1 J") WITHIN V OF EACH Q, END AND 18" O.C. MAX m SPACING. SHEATHING OR--**' ' CDX PLYWOOD 2x4 BLOCKS CMU WALL 6 ARCH WINDOW FRAME A SECTION SCALE= 1/2'=11-0' NOTE: : TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR'* UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT g OPENINGS 08 RING SHANK GUN NAILS 6 4' OC. TOP 4 BOTTOM EDGES N C 73 0 PRE 1��Ir_I�ICCY�,Cn TRUE MTS - Z/16' 2x4 BTM. PLA' MTS 32' C TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16' O.C. -1/16" OSM. 1/21,4B. W/ MIN. -I" EMBEDMENT LOCATE 6"-811 FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META -16 S' CMU WALL KNEE WALL DETAIL 2 TO BLOCK SCALE: 1/2 " =11-0" 2X4X4' SECURE t0 TRUSS W/ 3-12d 6"-811 O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d SECURE TO BLK W/ META -16 2'-0" EXTENSION @ SCALE: 1/2"=1' -0' C 08 RING SHANK GUN NAILS 0 6" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0.5.8. TO BE STRUCTURAL GRADE) *8 2' DECK SCREWS 10 6"-8" O.C. MAX ,v EDGES 4 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/411 T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS VICE PRE -ENG. TRUSS DBL. 2X TOP PLATE i O.S.B. 2X BLOCKING 6 TOP Or - 11161 F7116' O.S.B. 2X STUDS 16" O.G. MAX. 2X BTM. PLATE AIE 3/4' FLOOR DECKING PRE- ENGINEERED a FLOOR TRUSS --�~eo 2X4 a TOP 4 BOTTOM CONT_ HETA-16 BLK. WALL O CONTINUOUS SHEATHING t0 BEGIN AT TOP OF BLK. W/ 1/4' GAP FROM BLK. t0 O.SB. O HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF O_S.B. TO PROVIDE CONT- NAIL PATTERN REMAINING AREA TO BE SHEATHED FROM 05L. Tot- PLATE OPPLATE TD HORIZONTAL BLOCKING. ® SHEATHINGS TOP OF WOOp FRAMED WALL TO BE STAGGERED MIN. OF 16" FROM SHEET BELOW (�5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 1 � EXT. WALL SHEATHING A R C H I T E C T S Design GuInc- 1441 ro N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 0 SUHDIV. 8a LOT: TUSCA SOUTH LOT #25 PROJECT# 1703.00 D�ODEL: 1542" GARAGE SWINGS': RIGHT PAGE: misc. DETAILS ARCHITECT STATE OF FLORIDA JAM ANTWELL AR NO 12079 DATE: 12/22/09 SCALE: 1/4"-11_0" SHEET D 2OFI� I�„ VIII No 0; PRECAST L rT - ROUGH OPENING UP TO V-0' Z 00 PRECAST SILL IF— SECURE 2x TO BLOCK W/ l2)" TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 1 J") WITHIN V OF EACH Q, END AND 18" O.C. MAX m SPACING. SHEATHING OR--**' ' CDX PLYWOOD 2x4 BLOCKS CMU WALL 6 ARCH WINDOW FRAME A SECTION SCALE= 1/2'=11-0' NOTE: : TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR'* UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT g OPENINGS 08 RING SHANK GUN NAILS 6 4' OC. TOP 4 BOTTOM EDGES N C 73 0 PRE 1��Ir_I�ICCY�,Cn TRUE MTS - Z/16' 2x4 BTM. PLA' MTS 32' C TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16' O.C. -1/16" OSM. 1/21,4B. W/ MIN. -I" EMBEDMENT LOCATE 6"-811 FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META -16 S' CMU WALL KNEE WALL DETAIL 2 TO BLOCK SCALE: 1/2 " =11-0" 2X4X4' SECURE t0 TRUSS W/ 3-12d 6"-811 O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d SECURE TO BLK W/ META -16 2'-0" EXTENSION @ SCALE: 1/2"=1' -0' C 08 RING SHANK GUN NAILS 0 6" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0.5.8. TO BE STRUCTURAL GRADE) *8 2' DECK SCREWS 10 6"-8" O.C. MAX ,v EDGES 4 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/411 T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS VICE PRE -ENG. TRUSS DBL. 2X TOP PLATE i O.S.B. 2X BLOCKING 6 TOP Or - 11161 F7116' O.S.B. 2X STUDS 16" O.G. MAX. 2X BTM. PLATE AIE 3/4' FLOOR DECKING PRE- ENGINEERED a FLOOR TRUSS --�~eo 2X4 a TOP 4 BOTTOM CONT_ HETA-16 BLK. WALL O CONTINUOUS SHEATHING t0 BEGIN AT TOP OF BLK. W/ 1/4' GAP FROM BLK. t0 O.SB. O HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF O_S.B. TO PROVIDE CONT- NAIL PATTERN REMAINING AREA TO BE SHEATHED FROM 05L. Tot- PLATE OPPLATE TD HORIZONTAL BLOCKING. ® SHEATHINGS TOP OF WOOp FRAMED WALL TO BE STAGGERED MIN. OF 16" FROM SHEET BELOW (�5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 1 � EXT. WALL SHEATHING A R C H I T E C T S Design GuInc- 1441 ro N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 0 SUHDIV. 8a LOT: TUSCA SOUTH LOT #25 PROJECT# 1703.00 D�ODEL: 1542" GARAGE SWINGS': RIGHT PAGE: misc. DETAILS ARCHITECT STATE OF FLORIDA JAM ANTWELL AR NO 12079 DATE: 12/22/09 SCALE: 1/4"-11_0" SHEET D 2OFI� I�„ VIII No 0; 6,11 SECURE 2x TO BLOCK W/ l2)" TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 1 J") WITHIN V OF EACH Q, END AND 18" O.C. MAX m SPACING. SHEATHING OR--**' ' CDX PLYWOOD 2x4 BLOCKS CMU WALL 6 ARCH WINDOW FRAME A SECTION SCALE= 1/2'=11-0' NOTE: : TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR'* UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT g OPENINGS 08 RING SHANK GUN NAILS 6 4' OC. TOP 4 BOTTOM EDGES N C 73 0 PRE 1��Ir_I�ICCY�,Cn TRUE MTS - Z/16' 2x4 BTM. PLA' MTS 32' C TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16' O.C. -1/16" OSM. 1/21,4B. W/ MIN. -I" EMBEDMENT LOCATE 6"-811 FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META -16 S' CMU WALL KNEE WALL DETAIL 2 TO BLOCK SCALE: 1/2 " =11-0" 2X4X4' SECURE t0 TRUSS W/ 3-12d 6"-811 O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d SECURE TO BLK W/ META -16 2'-0" EXTENSION @ SCALE: 1/2"=1' -0' C 08 RING SHANK GUN NAILS 0 6" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0.5.8. TO BE STRUCTURAL GRADE) *8 2' DECK SCREWS 10 6"-8" O.C. MAX ,v EDGES 4 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/411 T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS VICE PRE -ENG. TRUSS DBL. 2X TOP PLATE i O.S.B. 2X BLOCKING 6 TOP Or - 11161 F7116' O.S.B. 2X STUDS 16" O.G. MAX. 2X BTM. PLATE AIE 3/4' FLOOR DECKING PRE- ENGINEERED a FLOOR TRUSS --�~eo 2X4 a TOP 4 BOTTOM CONT_ HETA-16 BLK. WALL O CONTINUOUS SHEATHING t0 BEGIN AT TOP OF BLK. W/ 1/4' GAP FROM BLK. t0 O.SB. O HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF O_S.B. TO PROVIDE CONT- NAIL PATTERN REMAINING AREA TO BE SHEATHED FROM 05L. Tot- PLATE OPPLATE TD HORIZONTAL BLOCKING. ® SHEATHINGS TOP OF WOOp FRAMED WALL TO BE STAGGERED MIN. OF 16" FROM SHEET BELOW (�5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 1 � EXT. WALL SHEATHING A R C H I T E C T S Design GuInc- 1441 ro N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 0 SUHDIV. 8a LOT: TUSCA SOUTH LOT #25 PROJECT# 1703.00 D�ODEL: 1542" GARAGE SWINGS': RIGHT PAGE: misc. DETAILS ARCHITECT STATE OF FLORIDA JAM ANTWELL AR NO 12079 DATE: 12/22/09 SCALE: 1/4"-11_0" SHEET D 2OFI� FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN 2x4 BLOCKING BETWEEN OVER 1*15 FELT PAPER ON FIBERGLASS SHINGLES TRU58E5 AT FIRST TWO DAYS 1„ TRUSSES AT FIRST TWO SAYS OVER #15 FELT PAPER ON 4'-0" O.C. (AT SHEATHING O.S.B. SHEATHING OR 2 4'-0" O.G. (AT SHEATHING CDX PLYWOOD SECURED SEAMS) 16 O.S.B. SHEATHING OR SEAMS) PER NAILING SCHEDULE CDX PLYWOOD SECURED PRE -ENG GABLE TRUSS PER NAILING SCHEDULE PRE—ENG GABLE TRUSS P.T. 1x2 W/ MTL. DRIP EDGE 2x4 NAILER MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED W/ (2) FIBERGLASS SHINGLES 2x4 SU5-BAND 126'5 6 EACH TRUSS OVER 015 FELT PAPER ON CONT. 2x4 RAT RUN SECURED 2x4 SUS -SAND TO BE INSTALLED -w MID. POINT OF ALUM. SOFFIT W/ (2)126's a EACH T1<'U55 ALUM. SOFFIT TRUSS SPAN, OR 11a' - 0" O.C. MAX. 16 0.8.5. -SHEATHING OR 2 STIFF5ACK AT ALL UPRIGHTS TO BE INSTALLED 6 MID. GDX PLYWOOD SECURED OVER, 4'-10" HIGH (SEE POINT OF TRUSS SPAN, OR STIFFSACK AT ALL SEE ENERGY CODE FORMS PER NAILING SCHEDULE SEALED ENG. FOR SIZE 4 101-01, O.C. MAX- UPRIGHTS OVER 4'-10" FOR INSULATION R- VALUES. CONDITION.) HIGH (SEE SEALED ENG. SEE ENERGY CODE FORMS � $" GYPSUM BOARD OR PRE -ENG TRUSS SEE ENERGY CODE FORMS �, FOR SIZE CONDITION.) HIGH STRENGTH CLG. FOR INSULATION R -VALUES. r O.S.B. SHEATHING OR FOR INSULATION R -VALUES. 1-10.5-5. SHEATHING OR 2 BOARD MTL. DRIP EDGE CDX PLYWOOD. ATTACHED I" GYPSUM BOARD OR GDX PLYWOOD. ATTACHED 2x4 NAILER 8" GYPSUM BOARD OR HIGH PER NAILING SCHEDULE ON HIGH STRENGTH CLC. PER NAILING SCHEDULE ON 2x4 SUe-BAND STRENGTH GLC. BOARD SHEET D5 BOARD SHEET D5 2x4 24" O.C. INTERIOR VENTED ALUM. SOFFIT GONG. FILLED LINTEL 5LK 1/S" THICK, 3 COAT CEMENT GONG. FILLED LINTEL eLKKNEE WALL W/ (1) #5 PLASTER OVER GRADE RE5AR CONTINUOUS PLASTER OVER GRADE W/ (1) 05 RE5AR CONTINUOUS /S THICK, 3 GOAT GEMENT CONC. FILLED LINTEL 5LK ',-� PRECAST LINTEL "D" FELT PAPER BACK "D" FELT PAPER BACK W/ (1) S RE5AR CONTINUOUS EMBED. STRAP VERIFY W/ METAL LATH OVER R-4.2 BATT. INSUL_ METAL LATH OVER TRUSS PLAN R-4.2 BATT. INSUL. APPROVED HOUSE WRAP PRECAST LINTEL APPROVED HOUSE WRAP PRECAST LINTEL WINDOW ATTACHMENT AS OR GRADE "D" FELT -- WINDOW ATTACHMENT AS OR GRADE "D" FELT — WINDOW ATTACHMENT AS z"THICK, 2 GOAT GEMENT PER MANUFACTURES PAPER PER MANUFACTURES PAPER PER MANUFACTURES PLASTER APPLIED SPEGIFfGATIONS WEEP SCREED SPEC fFIGATIONS WEEP SCREED SPECIFICATIONS DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL 2) —PRECAST SILL (SEE DETAIL 2)PRECA6T SILL (1) 45 RE5AR VERTICALLY SECURE GABLE TO 2x6 P.T. (1) #5 RE5AR VERTICALLY SECURE GABLE TO 2x& P.T. (1) #5 RE5AR VERTICALLY W/ CONC. POUR CELL PLATE W/ 12d's 5" O.G. MAX W/ CONC. POUR CELL PLATE W/ 126's 5" O.C. MAX W/ GONG. POUR CELL 1x2 P.T. FURRING STRIPS SECURE 2x6 PT. PLATE TO Ix2 P_T_ FURRING STRIPS SEGUfi�'E 2x� PT. PLATE TO �� Ix2 P_T_ FURRING STRIPS �` �° 1(o" O.C. 5LK W/ 2"x9" ANCHOR BOLT W/ 1�" O.C. LK W/ z"x9" ANCHOR BOLT W/ '� 1�" O.G. I 8" GMU 2 WASHER SET IN SIMPSON ( ��-- g�� CMU 2 WASHER SET IN SIMPSON 8" CMU HIGH STRENGTH EPDXY -I I --� ,� HIGH STRENGTH EPDXY 7" I —`��i�� 1/2 GYP. WL. 5D. 1/2 GYP. WL. 5D. 1/2" GYP. WL. BD. WOOD SASE EMBED. MIN. 6a 32" OC MAX. WOOD BASE EMBED. MIN. �1 32" OC MAX, WOOD BASE 2"THICK, 2 GOAT GEMENT z"THICK, 2 COAT CEMENT 001" 7 PLASTER APPLIED o PR� DIRECTLY TO MASONRY ° oIor ° ° ° DIRECTLY TO MASONRY ° I- STORY GABLE 1 -STORY 1 -STORY GABLE W/ VAULT CLG. BLOCK WALLBLOCK WALL BLOCK WALL SCALE: 3/4"=V-0" 1A ® i SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" 2X4: ® 2X4: ® 2X4: CM SECURE TO BLOCK W/ Wh' SECURE TO BLOCK W/ SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Ya") MIN. EMBEDMENT 1 Ya") MIN. EMBEDMENT 1)14,) WITHIN 8' OF EACH END 4 WITHIN 8" OF EACH END 4 WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 18' O.G. MAX SPACING. 18' O.G. MAX SPACING:. S' GMU 2X6: ® 2X6: ® 2X6: )i' DRYWALL SECURE TO BLOCK W/2-%' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-%' SECURE TO BLOCK W/1-1/4' NOTE: STRUCTURAL C MUST I"X4" OR I"X2" P.T. NAILER TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN THROUGH OU OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 THROUGH NOMI STRUCTURAL 1x4 P.T. OR $/a°X4' MIN. SECURE MIN. HEAD 51ZE 300 Wg,' TAPCON MIN. I -Ya' MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 EM TAPCON MIN. I -B tHRU FRAME 4 EXTEND I -Ya' MIN. EMBEDMENT 1 Ya') EMBEDMENT INTO BLOCK MIN. EMBEDMENT 1 Y4") 31(6" TAPCON MIN. 1 -Ya' MIN. EMBEDMENT 1)'4") EMBEDMENT INTO BLOCK. INTO BLOCK W/ %' TAPCONS WITHIN 8' OF EACH END 4 WITHIN S' OF EACH END 4 EMBEDMENT INTO BLOCK WITHIN 8' OF EACH END 4 OR DRIVE PINx/16" O.S.B. OR z" GDX MIN SHANK SIZE .I45 16' O.G. MAX SPACING. s CMU 18' D.G. MAX SPACING. 18' O.G. MAX SPACING;. S" CMU " DRYWALL 8" CMU N DRYWALL TYVEK BUILDING WRAP MIN. HEAD SIZE 300 2XS: ® 1'x4' OR 1'x2' P.T. NAILER 2XS:' DRYWALL 2X8' MIN. EMBEDMENT I -4a' 3 SECURE TO BLOCK W/1-1/4'�--3fb' I'X4' OR 1'1 P.T. NAILER SECURE TO BLOCK W/2 -iib SECURE TO BLOCK W/2-�(b I'X4' OR I'X2' P.T. NAILER WITHIN 8' OF EACH END 4 18' TAPCONS OR DRIVE PIN 3(6' O.S.B. X 4' MIN. TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 0.58. X 4" MIN. PAPER BAGK D.G. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK 51ZE .145 DOOR CASING GALY'D MTL. LATH DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT i Y4") MIN. EMBEDMENT 1 Ya MIN. EMBEDMENT 1 Y4 ) " pOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER WITHIN S" OF EACH END 4 ATTACH t0 2X PER WITHIN 8' OF EACH END 4 ATTACH TO 2X PER -1/8 TEXTURED ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. 18' O.C. MAX SPACING. MANUFACTURES DETAILS. 18' D.C. MAX SPACING. MANUFACTURES DETAILS. f FINISH a WOOD MANUFACTURES DETAILS. WOOD i' WEEP SCREED NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya°) NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya") CONSTRUCTION {, i 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" A- WINDOW TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +1-15 16" WINDOW TO BLOCK +3" WINDOW TO BLOCK +3-7 16" (! 1' SCALE: 1"=1'-0' `� SCALE: 1"=1'-0' SCALE: 1'=1'-0" 2X4: ® 2X4: ® 2X4: ® 2X4: all GMU SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3W SECURE TO BLOCK W/ WrI SECURE TO BLOCK W/4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 1/2" TEXTURED (MIN. SHANK 51ZE .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 MASONRY MIN. EMBEDMENT 1 Ya") MIN. EMBEDMENT 1 Ya") MIN. EMBEDMENT 1 Y4") NOTE: STRUCTURAL 2X MUST MIN. EMBEDMENT 1 Ya') WITHIN S' OF EACH END 4 WITHIN &' OF EACH END 4 WITHIN 8 OF EACH END 4 BE 01.1 OUTSIDE 4 SECURED WITHIN S OF EACH END 4 18' O.C. MAX SPACING. 18 O.C. MAX SPACING. 18 O.C. MAX SPACING. THROUGH NON-STRUCTURAL 18 O.G. MAX SPACING. 2X6: ® 2X6: ® 2X6: ® X16" TAPCON MIN. I -Ya' 2X6: CEM SECURE t0 BLOCK W/2-%' SECURE TO BLOCK W/2 -W6 NOTE. STRUCTURAL 2X MUST SECURE TO BLOCK W/2 -W,&' EMBEDMENT INTO BLOCK SECURE TO BLOCK W/1-1/4' TAPCONS OR DRIVE PIN TAPCON5 OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE .145F1 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 8" CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED WE SCREED 7 C E D MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 Wb' TAPCON MIN. 1 -Ya' MIN. HEAD SIZE 300 )2" DRYWALL MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. EMBEDMENT 1)14") MIN. EMBEDMENT 1 Ya') EMBEDMENT INTO 5LOCK— MIN. EMBEDMENT 1 Ya") I'X4" OR I'X2" P.T. NAILER MIN. EMBEDMENT i Y4') %," TAPCON MIN_ I Y4' WITHIN S' OF EACH END 4 WITHIN 8" OF EACH END 4 WITHIN S' OF EACH END 4 WITHIN S' OF EACH END 4 EMBEDMENT INTO BLOCK. DETAIL WOOD CJ ®D T 0 18' O.C. MAX SPACING. IS' O.C_ MAX SPACING_ 8 GMU 18' O.G. MAX SPACING. 2ND 2X SECURE TO 18' O.G. MAX SPACING. 8' CMU X�" DRYWALL STRUCTURAL MEMBER W/(2)124 S" CMU LOCK CONNECTION 2X8: ® ii' DRYWALL 2XC ET I'I OR I'I P.T. NAILER 2X8: ® WITHIN 8" OF EACH END 4 2XS: ® X�' DRYWALL SECURE t0 BLOCK W/2-�i(b' SECURE t0 BLOCK W/2-gi{b" SECURE TO BLOCK W/2-3/ib' SECURE t0 BLOCK W/1-1/4 , 1'X4' OR 1'X2' P.T. NAILER " TO 8 O.C. MAX I'X4' OR I X2 P.T. NAILER TAPCONS OR DRIVE PIN TAPGONS OR DRIVE PIN 1 P.T. X 4 MIN. TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN SCALE: 1 1/2"=V-011 (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 ~--DOOR CASING (MIN. SHANK SIZE .145 1' P.T. X 4' MIN. 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 JAMS OR WINDOW DOOR CASING MIN. EMBEDMENT 1 Ya°) ATTACH TO 2X PER MIN. EMBEDMENT 144) ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4") ATTACH TO 2X PER MIN. EMBEDMENT 1 Ya, ) WITHIN 8" OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. WITHIN S OF EACH END 4 POOAR JAMB OR WINDOW 18' O.G. MAX SPACING. IS O.G. MAX SPACING. 18 O.G. MAX SPACING. 18 O.C. MAX SPACING. 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya') NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/y4" 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 4 WINDOW TO BLOCK +3 H WINDOW TO BLOCK +3 3/4" SCALE: I =1 -0 SCALE: I -I -0 SCALE: 1 -1 -0 SCALE: 1 -1 -0 ARCHITECTS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD9 FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LAT: TUSCA SOUTH LOT X25 PROJECT# 1'703.00 MODEL: "1542" GARAGE SWING: RIGHT PAGE: MONOLITHIC 1- STORY WALL SECTIONS & NOTES ARCHITECT STATE OF FLORIDA DEC ;3 2009 JAM TWELL A O 2079 mommmo DATE: 12/22/09 SCALE: 1/4"=1'-0" SHEET D30rl FI5ERGLAS5 SHINGLES OVER 015 1=ELT f=AF 5R ON �60 " 0.5.5. SHEATHING OR CDX PLYWOOD SECURED PER NAILING SCHEDULE PRE -ENG TRUSS MTL_ DRIP EDGE 2x4 SUB -BAND VENTED ALUM. SOFFIT DOU5LE TOP PLATE WINDOW HEADER 51ZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS Zo 0.5.5. SHEATHING OR " CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5. THICK, 3 COAT CEMENT PLASTER OVER GRADE "D" FELT PAPER 5ACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE "D" FELT PAPER NOTE: SHEATHING MUST NOT BREAK 1'-0" MIN. FROM 2ND FLR LINE 2x4 CONT. 6 TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, 5T. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2A) EM5ED. STRAP VERIFY W/ TRUSS FLAN z"THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2 -STORY FIRST FLOOR BLOCK SECOND FLOOR FRAME SCALE: 3/4"=V-0" 2x 5TUD5 e fro" O.G. M R-11 5ATT. INSUL T 4 G 5U5FLOOR C_ - AND AND NAILED A: NAILING 5CHE PRE -ENG FLOOR' SIMPSON HETA-Ira E1' STRAP -a 32" O.C. MAX V' W/ TRUSS " GYPSUM 50ARD HIGH STRENGTH CLG. 5( EE ENERGY CODE FORMS OR INSULATION R -VALUES. " GYPSUM BOARD OR IIGH STRENGTH CLG. BOARD WIST STRAP VERIFY W/ RUSS PLAN .UINDOW ATTACHMENT AS =ER MANUFACTURES SPEC IF I GAT IONS .UINDOW SILL 2x STUDS a Iro" O.C. MAX W/ ;R-11 5ATT. INSUL. MIN_ �" T 4 G SU5FLOOR GLUED 4ND NAILED AS PER 'IA IL ING SCHEDULE PRE -ENG FLOOR TRUSS ( INSTALL PER MFG. SPECS.) S" GYPSUM BOARD OR z" HIGH STRENGTH CLG. 50ARD CONC. FILLED LINTEL BLK W/ (1) *5 RE5AR CONT INUOU: R-4.2 BATT. INSUL. PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) *5 RE5AR VERTICALLY W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS I 8" CMU 1/2" GYP. WL_ 51D_ WOOD BASE -1O.S.5. SHEATHING OR 1" CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5 s"THICK, 3 GOAT CEMENT PLASTER APPLIED TO METAL LATH OVER 2 LAYERS OF GRADE D 5UILD ING PAPER OR PAPER 5ACKED LATH OVER AN APPROVED HOUSE WRAP 2 x4 CONT. tv TOP AND 5T. OF FLR TRUSS (TOP 2x4 SUPPORTS 5T PLATE OF 2ND FLR, BT. 2x4 15 FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2A) EMBED. STRAP VERIFY :::::::'/ W/ TRUSS PLAN '"THICK, 2 COAT CEMENT " PLASTER APPLIED DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/ � PERPENDICULAR PRE -ENG FLOOR .TRUSS SCALE: 3/4 -1 O F15ERGLASS SHINGLES OVER 015 I=ELT PAPER ON i/16" D.S.B. SHEATHING OR "" CDX PLYWOOD SECURED PER NAILING SCHEDULE MTL. DRIP EDGE 2x4 SUB -BAND ALUM. SOFFIT STIFFSACK AT ALL UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ 8"x&" THRU-BOLTS Q 32" O.G. MAX THEN SECURE GA5LE TO 2x4 PLATE W/ 126's V O.C. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON HTC4 -9 24" O.C. MAX WINDOOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS 16 O.S.B. SHEATHING OR 2" CDX PLYWOOD. ATTACHED PER NAILING SCHEDULE ON SHEET D5 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 11-01, MIN. FROM 2ND FLR LINE 2x4 CONT. -a TOP AND 5T. OF FLR TRU55 (TOP 2x4 SUPPORTS 5T PLATE OF 2ND FLR, 5T. 2x4 15 FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2A) EM5ED. STRAP VERIFY W/ TRUSS FLAN a"THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2 -STORY GABLE FIRST FLOOR BLOCK SECOND FLOOR FRAME____ SCALE: RAME____- SCALE: 3/4"=I' -O" 2x STUDS a 16" D.G. MAX W/ R-11 BATT. INSUL. MIN. i" T 4 G 5U5FLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE -ENG FLOOR TRUSS " GYPSUM 50ARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL 5LK W/ (1) 05 RE5AR CONTINUOUS WOOD CONSTRUCTION 2x4 BLOCKING SETWEEN TRUSSES AT FIRST TWO 54Y5 4'-0" O_C_ CAT SHEATHING SEAMS) PRE -ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2)'126's v EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R -VALUES. i" GYPSUM 5OARD OR " HIGH STRENGTH CLG. BOARD DOU5LE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS WINDOW SILL 2x STUDS -a 16" O -C_ MAX W/ R-11 BATT. INSUL. MIN. 4" T 4 G SU5FLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE - ENG FLOOR TRUSS ( INSTALL PER MFG. SPECS.) $" GYPSUM BOARD OR 111 HIGH STRENGTH CLG. BOARD CONE. FILLED LINTEL 5LK W/ (1) 05 RE5AR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATION5 PRECAST SILL (1) $5 RE5AR VERTICALLY W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS a 1 (o " O.C. 8" CMU 1/2" GYP, WL. 5D. WOOD EASE 1/16" O.S.B. OR ;" CDX TYVEK BUILDING WRA PAPER BACK -GALV'D MTL. LATH -1/0" TEXTURED FINISH a WOOD -WEEP SCREED all CMU 1/2" TEXTURED FINISH 6 MASONRY WEEP SCREED DETAIL � WOOD TO 2A LOCK CONNECTION SCALE: A R C H I T E C T S Design Group �nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 S%MDiv. & LOT: TUSCA SOUTH LOT X25 PROJEC T# 1703.00 MODEL: "1542" GA CAGE SWING: RIGHT PAGE: MONOLITHIC 2 -STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA DATE: 12/22/09 SCALE: 1/4"=1'-0" 811EET ID 4or�01 *NOTE: NAIL SHEATHING TO ALL 2X A5 PER EXT. SHEATHING NAILINCz, 8d 4" O.C. MAX 6 EDGE5 4 &"-S" O.C. MAX IN THE FIELD PRECAST HEADER(MIN) 2 X 4 (MIN 2 X 3) 1-3/16 TAPGON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE: 300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18'� O -C_ MAX. MIN 1-1/4' EMBEDMENT,,' 2 X 6 (MIN 2 X 3) 2-3/16 TAPCONN= OR DRIVE PIN (MIN SHANK SIZE MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 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 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4') SECURE TO SHEATHING W/ 8' FROM EACH END AND 18' MIN. 2-12d PIER BLK EA. END O.C. MAX. MIN 1-1/4' EMBEDMENT -1/16' OSB SHEATHING CMU WALL ARCHWAY DETAIL 1 16" AND UNDER SCALE: DBL. TOP PLATE 2X4 16' O.C. MAX, SECURE 2X4 t0 WOOD W/2 -12d a 6"-8' O.C- STAGGERED SECURE 2X4 W/ 2-W6' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4' W/IN 8' EA. END NOT TO EXCEED 18" O.G. MAX 2X4 SOLID BLOCKING SECURE TO SHEATHING WITH MIN. 2-12d PER BLK. EA. END 3 EXTERIOR ARCHWAY SCALE: I/2"=1'-0' lU. X,' O.S.B- ORA' PLYWOOD SHEATHING 2U 015 BLDG. FELT Q 24' WIDE 26 GA. GALVANIZED METAL FLASHING MUST ADD DISIO, 36' WIDE AND AND MUST BE A MIN 24' WIDE METAL. �5 FI5ER63LA55 SHINGLES P Rr-FA5 TRUSS 1/2' CLG. BOARD 4 TEXT. SIMPSON SP4 2X4 DBL. TOP PLATE g EVERY 1/2" DRYWALL OTHER STUD 2X4 WOOD STUDS e16' O.C., U.N.O. ON TRUSS PLAN 2X4 CONT. STRESS BLOCKING MID -WALL 2X4 PT. PLATE IrSIMPSON SP4 32' O.C. MAX 1/2'X9' A.B. 32' O.G. -1" EMBEDMENT �CONCASLAIB 2 05's CONT. 1 -STORY 6 INT. BEARING WALL SCALE: 1/2' =1' -0" NOTE: FOR WALLS W/NO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. DBL. TOP PLATE 2X4 16" O.G. MAX SECURE 2X4 W/ 2-341,' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 )4' W/IN 8' EA. END NOT TO EXCEED IS, O.G. MAX 2X4 SOLID BLOCKING SECURE TO SHEATHING WITI- MIN. 2-12d PER BLK EA. END EXTERIOR ARCHWAY WITH WINDOW PRECAST HEADER(MIN) �5 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) 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 1/4') 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 1/16'065 SHEATHING MIN EMBEDMENT 1 1/41) 2X4 16' O.C. MAX. S' FROM EACH END AND 18' (WHEN OVER 16' IN HEIGHT.) O.G. MAX. MIN 1-1/4" EMBEDMENT 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ MIN. 2-12d PER BLK EA. END ARCgWAY DETAIL 16 AND UP SCALE: 1/2 ° =1' -0' rrr�CLOSED VALLEY FLASHING DETAIL N.T.S. PRE -ENG TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS 0 16' O.C. MAX i" T 4 G su5FLOOR GLUED AND NAILED AS PER NAILING SCHEDULE 1ST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MSTA-36 im 32' O.C. MAX PRE -ENG FLOOR TRUSS DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCKING MID WALL 2x STUDS Q 16" O.G. MAX 1/2' GYP. WL. 5D. SECURE Bt. PLATE t0 SLAB W/ 9'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY -1" EMBED. MIN. SIMPSON 8104 a 32' O.G. MAX INT. 2 -STORY L.B.W. SCALE: I/2"=1'-0' PRE -ENG TRUSSES OR CONY_ FRAMED RAFTERS ' 0.5.15. SHEATHING OR " COX PLYWOOD SECURED PER NAILING SCHEDULE 2x4 BLOCKING UNDER WALL STUDS SGURE BETWEEN TRUSS BAYS W/ (3) 12d's EACH END 2x DOUBLE TOP PLATE STUDS 0 16' O.G. MTS -12 a EVER STUD 2X4 BT. PLATE DORMER 8 �TTACHMENT LE: 1/2'=1'-0' _ DBL. TOP PLATE SECURE 2 X RIP TO FIT W/2-12dS 7/8" TEXTURED FINISH -1/16" OSB SHEATHING 2 X 4 16' O.G. MAX. (WHEN OVER 16' IN HIEGHT.) 2 X 4 (WHEN OVER 16" IN HIEGHT.) 1/4" TEMPERED MASONITE GLUE 4 NAIL W/Sol'S S'-12" O.G. IF NEEDED. 2 X SOLID BLK'G a ARCH SECURE W/2 -12d EACH END ATTACHMENT PER MANUFACTURER'S SPECS. MTL WDW FRAME NOTE: NO GAP g WDW FRAME TO EXCEED 1/4" ARCHWAY DETAIL A CUTAWAY SCALE: 1/2' 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 1/4') 8' 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/S" TEXTURED FINISH OR DRIVE PIN (MIN SHANK 91ZE.145 MIN HEAD SIZE .300 111(o'055 SHEATHING MIN EMBEDMENT 1 1/49 2 X 4 16' O.G. 8' FROM EACH END AND 18' (WHEN OVER 16' MAX.X HEIGHT) O.C. MAX. MIN 1-I/4' EMBEDMENT(WHEN 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 2 X SOLID BJ K'Cz a ARCH MIN HEAD SIZE 300 SECURE W/2 -12d EACH END MIN EMBEDMENT 1 1/49 8' FROM EACH END AND 18' ATTACHMENT PER O.C. MAX. MIN 1-1/4' EMBEDMENT MANUFACTURER'S SPEC'&. MTL WDW FRAME 1/4' TEMPERED MASONITE 'NOTE: NO GAP 's WDW FRAME GLUE 4 NAIL W/Sd'S 8'-12' O.G. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL B CUTAWAY SCALE: 1/2' =1'-0' ASPHALT SHINGLES OVER " 15 FELT ON 1/16' 0.5.5. PRE -ENG GABLE TRUSS SPI= STIFFBAGK (SEE SEALD ENCS. PACK FOR SIZE 4 CONNECTION) 2x4 SPF BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.G. (AT SHEATHING All- I SECURED W/ (2) 12d's m EACH TRUSS (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3) 12d's m EACH TRUSS (DIAGONAL X -BRACING TO COVER 5-TRU5SE5 " GYPSUM BOARD OR Is HIGH STRENGTH CLG. NOTE: BOARD DIAGONAL BRACE a CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE a ANY SPAN 15'-0" OR GRATER REFER TO TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT. 0'-0' TO 30'-0" (1) X -BRACE 30'-1' TO 60'-0' (3) X -BRACE (1) X -BRACE a CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END 9 GABLE X -BRACING SCALE: 1/2' = I'-0' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS Ix6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 126 NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS Ix8 NAILER SECURE TO TRUSSES BELOW W/ (2) 126 NAILS OR (3) 10d GUN NAILS a EA. TRUSS RAFTER TO TRU55 MT5-12 CREATE VOID FOR STRAP PENETRATION - ROOF DECKING OVER PRE -ENG TRUSSES - PRE -ENG. TRUSS - ALTERNATE CONNECTION M5TA-24 RAFTER TO 5LK'G BETWEEN TRUSSES - MVAA ED ROOF ' = i' 0'-0' TO 30'-0" (U 'X' BRACE 30'-1' TO 60'-0' (3) 'X' BRACE (1 'X' BRACE m CENTER) (2 'X' BRACE DIVIDED EQUAL?' FROM CENTER TO END) FIBERGLASS SHINGLES OVER " 15 FELT ON 1/16' O.S.B. (2) 2X4 02 SYP DIAGONAIL BRACE -� W/ 3-12d e EA TRUSS ( DIAGONAIL BRACE TO COVER 5 -TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS SPF 5TIFF15ACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 1/16' 055 SHEATHING USE 86 NAILS AT 4' oz. EDGE 4 6' oz. FIELD 2X4 W/ 3/6' X 5 LAG 632" O.C. MAX. OR SIMPSON MSTA-24 a 32' O.G. MAX. SHEATHING NAILING TO BE 6"-6" O.C. IN FIELD 4" O.G.eALL EDGES W/Sd NAILS SCALE: I/2' =1' -0" FIN15H -s LANDING 3/4" PLYWOOD F.F. " 11-15 UPLIFT SIMPSOM PTSM20 W/10 10d TO TRUSS AND (4) 1/4" x 2 1/4' TAPCONS TO CONT POURED LINTEL " 2350 UPLIFT (2) SIMPSOM 14TSM20 ONE EA. SIDE OF TRUSS OPPOSITE SIDE OF BLOCK 111/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE -ENG TRUSS COMMOM CONTINUOUS TRU55 24" o.c- BOND BEAM 1/2" CLG. BOARD NAIL CONT. RAT RUN TO TRUSS W/ (2) 126 m EA. TRUSS 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. TAP CONS DBL TOP PLATE MIN. 2' COVER \_ 2' APART 2X4 STUD 16' O.G. MAX. 12 TRUSS ANCHOR RETROFIT N.T.S. 12" 3/4" PLYWOOD WITH LANDING DETAIL 4 12-D COMMONS„ NAILED THRU 3/4 FINISH LANDING PLYWOOD INTO 3/4" PLYWOOD F.F. EACH STRINGER 3-2x12 SYP STRINGER ' DBL 2X12 REINFORCED W/2X4 SPFOLROOR JOIST W/CONT. BEAD OF SUB -FLOOR ADHESIVE FL -400 OR SIMILAR � EA HORIZONTAL RUN SECURE TREADS TO STRINGER W/(3)*IS 3" SCREWS 6 EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING NOTE: STAIRS RISERS TO CONFORM TO FBC 200 2R+1T=24"-25" 3/16" MAX_ VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/5" MAX. VARIATION IN ANY R15ER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4" +-1/4" OR PROVIDE EQUIVALENT GRA5PA5IL ITY WINDERS- MIN. 6" WIDE e NARROW END MIN. 11" WIDTH 6 12" FROM NARROW END 34" MIN. HANDRAIL HGT. 30" MIN. FINISH WINDER DETAIL 2X12 TREAD CUT TO FIT ..1X8 RI5ER IPS" LESS THAN 4" TYP. BETWEEN SPINDLES �fl NAND RAIL 1/2 DRYWALL IX10 TRIM 1" NOSING TYP. (3) 10d CUT NAILS 9) 2X4 P.T. Q SLEEPER INTO m SLAB STAIR SECTION DETAILS SCALE: 3/4"=I'-0" A R C H I T E C T5 .441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: TUSCA SOUTH LOT #25 PROJECT# 1703.00 MODEL: 1542" GARAGE SWING: RIGHT PAGE: MISC. DETAILS ARCHITECT. STATE OF FLORIDA DEC 23 DATE: 12/22/09 .SCALE: 1/4"=1'-0" SHEET or