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Home My WebLink About2571 Vineyard Cir (a)RECEIVED OCT 2 6 2000 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATON /91ja&6-?`'/ Application No: D '� �� Documented Construction Value: Job Address: �� 1(1' ��f i Historic District: Yes ❑ No r� n Parcel ID JZ - �`-, ' �� - SZ� ` �� -05 — 0 Zoning: Description of Work: F_Y tCA a 1 S�Y� � � •� • � Plan Review Contact Person: �)C`aC i6kc -bin Title: Oef vyll+kna Cood. Phone: LAU_1_1 50_ 5?-gL1 Fax: StAU • �AZ13 E-mail: dnb1 Property Owner Information dr hOr �'1 . Com Name ` ` t- kc�y IRC Phone: L1y� Street: 5253 T Q) Lie hk\J(l - # LlOO Resident of property? City, State Zip: or 1aY1d0, �JZ�S ZZ Contractor Information Name S�Cutn Phone: LAD -1 - L' UU _ ��L -- Street: 5 50 - C� . Lie U Ln00 Fax: C6' L e Lo • 2-13 City, State Zip: Or kanMj 1FL- - sza n State License No.: IJC 1 ZS Z--Z-12- Architect/Engineerr Information Name: A. J.�l �S�YI Owoop'lnc_— Street: 1LALA I n LC)CO ld n �lkxi. City, St, Zip: c0.y- J �-L. - sono Bonding Company: 10,_ Address: Phone: ypA - T19- CAD_A�k Fax: L -AO -A • 71-19 - E-mail: Lx) %k\ Mortgage Lender: Address: PERMIT INFORMATION n i C` Building Permit Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: e Flood Zone: Electrical ❑ New Service - No. of AMPS: Mechanical ❑ (Duct layout required for new systems) Plumbing ❑ New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: 30-8-0 Trusses .shown on this layout are a component part of the Proper erection, temporary and permanent bracing design are the responsibility of the building de— signer or his engineer . Lateral bracing shown on the in— ayedividual truss drawings must be placed during the erection procedure. �r�,. 4 �� y{ JOB IBJ 0.: 8'-8" WALL HEIGHT s\ GRG. UNLESS NDIED OTHERWISE HANGERS UP OR SIMPS DN IIUS26 NUS26 HUS29 NUS28 L 'I \-./ A _U YOUR SIGNATURE WILL AC!'IJ0IVLEDGE: 1) AUTHORIZATION EOR 1=ABRICATION. 2) VERIFICATION OF ALL DWENSM'S, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE I(! STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3; ';E"'EIPT AND USE OF "SCSI -131 Surriniory Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACfK METAL PLATE CONNECIED WOOD TRUSSES" (TPI). 4) NO BACK CHAR,�.ES ��iD CRANE CHARGI=S OF ANY KIND WILL BE ia0�: • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 5850 T.G. LEE BLVD. SUITE 600 ORLANDO, FL, 32822 TEL: (407) 850-5200 AMP. BD. FAX: (407) 850-5300 ENTRY DOOR ON ELEV'S. "A" AND 15", REMOVE ENTRY COLS. • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 FOR: 00 DESIGN CRITERIA: porton. com CBC1 252212 • FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABV. W/2009 SUPPLEMENT SHEET A ABOVE Lay. LAVATORY DATE ADJ. • 2007 FLORIDA FIRE PREVENTION CODE ALT. • NATIONAL ELECTRICAL CODE (NEC) - 2008 EDITION AMP. BD. • ALL LOCAL AND STATE CODES # DESCRIPTION CL ENTRY DOOR ON ELEV'S. "A" AND 15", REMOVE ENTRY COLS. ALTERNATE AMPERAGE MFR. MIN. MANUFACTURER MINIMUM CLG. CLR. S.Y. IZE V I S I ONS: RE V I SE p ENTRY LINTEL TO 0F8 BOARD M.T. METAL THRESHOLD CONC. CENTER LINE CABINET CPT. MOUNTED METAL C.T. • OCCUPANCY - RESIDENTIAL, GROUP R3 D. • CONSTRUCTION TYPE - VB DBL. NOT TO SCALE PG D.G. • MIN. INTERIOR FINISH - CLASS B DIA. • BASIC WIND SPEED — 120 MPH (M/S) DIM. DISP. • 1—STORY RESIDENCE — DR • 2 -STORY RESIDENCE - MAX. HEIGHT AS PER DR. . P.B. PH. LOCAL AND STATE CODES DTL. PG D.W. SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 EA. USED FOR DESIGN INCLUDE: PLT. PLYWD. ELEV. • CONCRETE MASONRY RESIDENTIAL EQ. EXH. • CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-02 F.G./Fx. F.G. SQ.FT. CALL. S FLR. PG PG 1C—WIND LOAD CALCULATIONS 2—FLOOR PLAN FLUOR. DEEP SAL FR. DR. RADS RGRILL FTG. LIVING; 1-153 SQ. FT. GA. DOOR DOWNSPOUT GAR. DISP. GAF,AGE 404 SQ. FT_ G.F.I. ENTRY 35 SQ. FT. GL. DETAIL DISHWASHER GYP. BD. LANAI 93 SQ. FT_ H.B. PG 5AC— FRAMING PLAN ELEVATION "A" & "C" H.C. EACH HDR. SMOKE DETECTOR HGT. OR HT TOTAL 2205 5Q. FT. IN ELEVATION EQUAL INTT.. ilk ABBREVIATIONS 09/08/09 SCALE: REVISIONS SHEET INDEX OF D ABOVE Lay. LAVATORY DATE DESCRIPTION AIR CONDITIONING ADJUSTABLE LUM. M.C. LUMINOUS MEDICINE CABINET 1/213/013 1/213/013 Pl-.AN REVISIONS i=ER LOU AYELLI- REMOVE TRANS®ME OVER # DESCRIPTION ENTRY DOOR ON ELEV'S. "A" AND 15", REMOVE ENTRY COLS. ALTERNATE AMPERAGE MFR. MIN. MANUFACTURER MINIMUM S/3/oe S.Y. IZE V I S I ONS: RE V I SE p ENTRY LINTEL TO 0F8 BOARD M.T. METAL THRESHOLD CENTER LINE CABINET MTD. MTL. MOUNTED METAL PG Cl—COVER PAGE. FOR ON ELEVATION C p CEILING N.T.S. NOT TO SCALE PG GN— GENERAL NOTES CLEAR CONCRETE O.C. PL ON CENTER PROPERTY LINE PG 1 —FOUNDATION P LAN CARPET CERAMIC TILE P.B. PH. PUSH BUTTON PHONE PG IA—DOWEL PLAN DRY DOUBLERE PLT. PLYWD. PLATE PLYWOOD PG 113— LINTEL SCHEDULE DUAL GLAZED DIAMETER DIMENSION PR, P.T. R. PAIR PRESSURE TREATED RISER PG PG 1C—WIND LOAD CALCULATIONS 2—FLOOR PLAN DEEP SAL R.A.G. RADS RGRILL PG 3A—ELEVATION "A" FRONT & REAR DOOR DOWNSPOUT REF. RM.o REFRIGERATOR PG 4A—ELEVATION "A" LEFT & RIGHT DETAIL DISHWASHER S.C. S.C. ROLIDOPENINGOEXT SOLID CORE EXT DR PG 5AC— FRAMING PLAN ELEVATION "A" & "C" EACH S.D. SMOKE DETECTOR PG 6—ELECTRICAL PLAN ELEVATION EQUAL S.H. SHT. SINGLE HUNG SHEET PG D1—FOUNDATION DETAILS EXHAUST EXTERIOR SHTHG, SHWR. SHEATHING SHOWER PG D2—MISC. DETAILS FUEDG SASS SM S' DING PG D3-1—STORY WALL SECTIONS FINISH FLOOR SL. GL. STD. SLIDING GLASS STANDARD PG D4—MISC. DETAILS FLUORESCENT SWs SHEAR WALL PG D5—MISC. DETAILS 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 TVP. TYPICAL GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER U.N.O. V.P. W. UNLESS NOTED OTHERWISE VAPOR PROOF WASHER PERMIT # � HEIGHT INSULATION INTERIOR W/ WD. WDW. WITH WOOD WINDOW DATE;�� , b - W/H WATER HEATER W.I. WROUGHT IRON V �' A r .r A R C H I T E C T S Design Grouprnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA SOUTH LOT #51 PROJECT# 1703.00 MODEL: 1755" GARAGE S WING: LEFT PAGE: COVER PAGE ARCHITECT: STATE OF FLORIDA JAMES CANTWELL AR NO 12079 DATE: 09/08/09 SCALE: 1/4"=1'-0" SHEET C I Or w 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) I. FIBERGLASS SHINGLES 17 II. CONCRETE TILES 25 E. WIND LOAD CRITERIA I. BASIC WIND SPEED 120 MPH II. WIND IMPORTANCE FACTOR (IW) 1.0 III. EXPOSURE CATEGORY B IV. WIND DIRECTIONALITY FACTOR (KD) 0.85 V. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±0.55 ENCLOSED BUILDINGS ±0.18 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/2-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/". 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.. MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1 / ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN 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 A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING T-01TRCR506.24(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/" 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 112" CDX PLYWOOD. 1/2" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM 3/4" PVC (SCHEDULE 40), INSULATED WITH'/" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, %" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 311.2. 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 SUBDIV. 8e LOT: TUSCA SOUTH LO T -45 1 ff PROJECT# 1703.00 MODEL: "1755" GARAGE SWING: LEFT PAGE: GENERAL NOTES ARCHITECT: STATE OF FLORIDA JAMEShCANTWELL AR NO 12079 DATE: 09/08/09 SCALE: 1/4"=1'-0" SHEET GNl:rO C1J�. ro'_3.. 2 _rQiz 401-011 21'-I1" mw S'-4" 24"X24"X12" CON(. PAD W/3 - s BARS E.W. ON CHAIRS MIN. 3" COVER 0 Irv'=0" 20'=0" =0 r,'=8 40' =0" gg - VEX 0L Ino �1 GOND I 10'-0" �\ %.OPT. 3rd CAJ11%, GARAGE ARCH ITECTS 1 Desi n rQ U Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #:00033 25 1 a f- SVHDIV. i�OT: TUSCA SOUTH LOT #51 PROJECT# 1703.00 MODEL: "1(755„ GARAGE SWING: LEFT PAGE: FO UND ATIO T PLAN ARCHITECT STATE OF FLORIDA �'� 0 JAMES C NTWELL AR N 12079 (DATE: 09/08/09 SCALE: 1/4"=V-0" :SHEET OF I/2 X OPT. LAV. ■ - � X LAV. �4" CONC. L_- 0'-0" ELEV. O \ / I FIN. CONC. SLAB = _ -3 1/2" l\ Ix - 21-211 Q )1-4" 8'-3" 10' -Il" 24"X24"X12" CONC. I� ■ H.B. (WC) PAD W/3-#5 BAR5 D1 I C — — — E.W. ON CHAIRS /— D1 � MIN. 3" COVER EXTEND ■ 2X6 SHOWER SLAB I I/2" 4" CONC. REINFORCED W/6"X(o" W1.4 X W1.4 WWM OR FI5ERME5H ON ro-MIL. VAPOR BARRIER ON o ° WELL -COMPACTED pl ° CLEAN TERMITE TREATED FILL OR I ■ Afi=PROVED 5U55TITUTE, ■ (RECRUIT II 5Y5TEM) I � f I I _ 14'-4" �/ �4 r — — -� I I ■ / P V.C. CHASE Of T I L__ -i - ' �X EXTEND I OPT SLAB 1 I/2" D. I L JL J L — _J I DW. SINK ■ EXTEND SLAB 1 1/2" WH.� 1/2" c `�. I r -5 � — SII �-- 3'1" ,CONDI 2P1PSTEEL ■ ■� SII �� _ ly \ , I EXTEND END OF PVC. BOLLARD CHASE UP 12" ABOVE ■ I COND. CONC. PAD _ L — N ■ I 0'-0" ELEV. I ■ FIN. CONC_ SLAB N I Cn 8 8 I � I N pl D1 �' D1 I I i i ■ - 7 1/2 N.B. - B 0 Irv'=0" 20'=0" =0 r,'=8 40' =0" gg - VEX 0L Ino �1 GOND I 10'-0" �\ %.OPT. 3rd CAJ11%, GARAGE ARCH ITECTS 1 Desi n rQ U Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #:00033 25 1 a f- SVHDIV. i�OT: TUSCA SOUTH LOT #51 PROJECT# 1703.00 MODEL: "1(755„ GARAGE SWING: LEFT PAGE: FO UND ATIO T PLAN ARCHITECT STATE OF FLORIDA �'� 0 JAMES C NTWELL AR N 12079 (DATE: 09/08/09 SCALE: 1/4"=V-0" :SHEET OF a) I N I m b I m 13'-a" 24'-4" 1a'-4" 1 Wil N I 01 CV i y OPI. 3rd CA'" GARAGE ARCH ITECTS 1 Desi n robInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. 8c LOI TUSCA SOUTH LOT X51 PROJE CT# 1"703.00 MODEL.- " 1755" ODEL:"1755" GARAGE SWING: LEFT PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA oa JAMES ANTWELL AR N, 12079 DATE: 09DOWEL /08/09 SCALE: 1/4"=1'-0" SHEET 1 A OF 1;!_4 SAFE LOAD TABLE I FOR LATERAL •AD 8" PRECAST & PRESTRESSED U—LINTELS 8" PRECAST & PRESTRESSED U—LINTELS LINTEL LENGTH NO. ELEV�"P411 411511 1 GRAVITY UPLIFT L 1 4'-6" ATERA TYPE LENGTH SLIS OFD -05 5Fi2-05 16-0 0-0 4- 28-051"'32-015 aFa-15 a1=12-15 a -lb -1B V:20-15 BF24-115 aF25-15 OF32-I5 2'-10"(34') PRECAST 2302 3166 4413 6039 1526 9004 10412 11936 3166 4413 6039 1526 9004 10412 11936 3'-6' (42') PRECAST 2302 3138 3311 4689 6001 1315 8630 9941 3166 1 4413 6039 1526 9004 10412 11936 4'-0'(40') PRECAST 2028 2325 2496 3461 4438 5410 6384 1358 2646 4413 6039 1526 9004 10412 11936 4'-6' C54') PRECAST 1651 1181 1913 265'1 3403 4149 489(2 5644 2110 4021 603431 1526 S0041 10412 9668 5'-4' (64') PRECAST 1184 1223 1301 1809 2311 2826 3336 3846 1665 2889 5051 60% 5400 6424 1450 E7'- 10"(10') PRECAST 912 1000 1059 1414 1889 2304 2121 3131 1459 2464 4144 5458 4431 5280 6122 6'-6' C18") PRECAST G31 1255 2101 3263 2146 3358 3911 4585 1255 2101 339(2 5260 1134 8995 6890 �'-6" (90')PREGAST 161 1029 1615 2385 1994 2439 2886 3333 1029 1615 2610 3839 5596 6613 5041 9'-4' (112') PRECAST 5-T3 632 1049 1469 1210 1482 1154 2021 168 1212 1818 2544 3469 4030 3121 10'-6"(12ro') PRECAST 446 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2114 3130 2404 IV -4' (136') PRECAST 445 598 935 1365 1854 2355 1193 2015 598 935 1365 1854 2441 3155 4044 12'-0"(144') PRECAST 414 545 864 1254 1689 2014 1510 1818 555 864 1254 1693 2211 2832 3590 13'-4'(160') PRECAST 362 421 126 1028 1331 1635 1224 1418 485 148 1016 1438 1855 2343 2920 14'-0"(168') PRECAST 338 381 648 919 IIW 1462 1061 1260 455 100 1003 1335 1114 2153 2666 14'-B" C116') PRESTRESSED N.R NR NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3165 15'-4" C184') PRESTRESSED N NR NR NR NR NR NR NR 420 695 1250 1855 2310 2890 3410 ll' -4' (2O8")PRESTRESSED N R NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4' (232') PRESTRESSED N R NR NR NR NR NR NR NR 240 400 150 1090 1400 1120 2030 21'-4' (25(2 ") PRESTRESSED R NR NR NR NR NR NR NR 183 1 330 610 940 1340 1180 2110 22'-0'(264')F'RESTRES8ED NR NR NR NR NR NR NR NR 160 300 510 810 1250 1660 1910 24'-0r288') PRESTRESSED NR NR NR NR NR NR NR NR 130 1 240 1 410 120 1030 1 1350 1610 8" PRECAST & PRESTRESSED U—LINTELS •Iit5_=DUcF= VALUE 6T 2576 f UK C~E.?M 40 FIELD KEBAK 8" PRECAST W/ 2" RECESS DOOR U—LINTELS R� LINTEL LENGTH NO. ELEV�"P411 411511 1 UPLIFT UPLIFT L 1 4'-6" ATERA LATERAL. SF�3ID-I stab -IT 8f�10AT 8F3-14-iT 81.'FI8-IT OW22-ITP4850 8-1 12-iT 16 -IT 10-1T 24-I ?8 -IT BF32-1T 1489 159) 1821 M!�::J2 8-2 12-2 16-2 20-2 4-2 28-2 SF32-2TBUB 1449 aF8 2114 121 2818 4101 5332 1351 1102 3412 4982 6412 1941 9416 9055PRECAST121 5'-8' (68') PRECAST 832 1602 1550 2058 2566 3015 4325 185 1153 2162 4014 6412 6516 5814 46411 2021 2021 119 1500 2184 3981 5190 W521c36204 4198 8851 469 6'-S' (80') PRECAST 6'-S' (00 PRECAST 2165 2289 3260 4231 3223 32 81 11921251 82290l 901 1611 2933 4100 6130 8111 6101 3'-6' C42') PRECAST (90') PRECAST 161 1311 2252 19 58 2451 2944 343 9 1251 5132 ?165 2215 3165 4125 1253 1011 1036 1614 1886 all 535 928 1491 2119 2618 3595 1818 1818 1989 2832 3680 4532 5381 6245 4'-0' C48'J PRECAST 938 938 1925 2150 3583 4422 5264 6110 1660 1162 2501 3251 4010 4161 5525 4'-6' (54') PRECAST 121 121 1660 1-105 2435 3111 3913 4658 5406 1393• 1484 2110 2141 3315 4010 4648 5'-4' (64') PRECAST 505 505 1393 1431 2050 2610 3293 3920 4549 1212• 1351 1530 2505 3084 3665 4241 51-10"(101) PRECAST 416 418 1212 1315 1815 2441 3010 3583 4151 1141• 1200 1133 2250 2169 3290 3812 PRECAST 101 881 1141 1182 1684 2192 2103 3216 3132 959• 912 1415 1914 2354 2191M2358 1'-6" C90') PRECAST 591 651 990 1029 1466 1901 2351 2191 9'-4' (112') PRECAST 801• 612 1380 1269 1560 1852454 630 801 155 1192 1550 1910 2211 116• 498 193 1021 1261 1496396 10'-6"(126') PRECAST 493 ll6 611 1039 1389 1111 2034 666• 439 696 899 1104 1309 1515 11'-4' (13(o') PRECAST 303 556 666 535 e05 1295 1595 1896 2198 601• 400 631 816 1001 1186 1312 12'-0"(144') PRECAST 340 494 631 486 618 1209 1514 1199 2086 500• 340 532 686 841N'922 1153 13'-4'(160')PREGAST 302 398 513 409 682 1004 1361 1891 458• 316 493 635 1181065286 14'-0"(168') PRECAST 360548 318 629 922 1254 ISl6243 295 459 591 124 99014'-8' (116') PRESTRESSED 243 352 582 852 1156 1142 N.R. 351 228 218 430 553 611 801 925 15'-4' (184'J PRESTRESSED N.R. 321 2213 329 542 191 1012 1381 1616 188 236 361 464 561 610 114 C20691"RESTRESSED 188 1 216 449 649 814 1121 1389 N.R. 255 165 201 313 401 490 51a 661 IW -4'(2329 PRESTRESSED N.R. 204 165 239 383 550 136 940 1160 145 186 218 356 433 512 590 21'-4' (256')PRESTRESSED N.R. 112 142 212 336 411 635 801 993 140 180 268 343 418 493 568 22'-O'(264')PRESTRESSED N.R.16l 131 205 322 451 601 111 941 IZl 165 244 312 380 441 515 24'-0'(288') PRESTRESSED I 135 124 186 290 408 538 680 833 •Iit5_=DUcF= VALUE 6T 2576 f UK C~E.?M 40 FIELD KEBAK 8" PRECAST W/ 2" RECESS DOOR U—LINTELS R� LINTEL LENGTH NO. ELEV�"P411 411511 1 UPLIFT GRAVITY L 1 4'-6" ATERA LENGTH T1 PE SF�3ID-I stab -IT 8f�10AT 8F3-14-iT 81.'FI8-IT OW22-ITP4850 6 -ID OWIO-05 8W14- IB -0 OW22- 8(ZF26- aW30-08 Stab -15 8WIO-18 BFFI4-IB SWIB-15 8FF22-IB SFF26-IB 8W30 -I5 4'-4' (52') PRECAST 1489 159) 1821 3053 3412 2982 4982 3954 6412 4929 1941 5904 9416 6880 10818 4'-6' C54') PRECAST 4'-6' (54') PRECAST1192 1449 2182 2114 3600 4481 5315 5511 1351 1102 3412 4982 6412 1941 9416 5'-8' C68") PRI=CAST 5'-8' (68') PRECAST 832 1602 1550 2058 2566 3015 4325 185 1153 2162 4014 6412 6516 5814 46411 5'-10" (10') PRECAST 5'-10" (10') PRECAST 119 1500 1449 1924 2400 2816 4198 135 1103 2051 3811 6412 6516 5450 469 6'-S' (80') PRECAST 6'-S' (00 PRECAST 118 1611 2933 2516 3223 32 81 4522 82290l 901 1611 2933 4100 6130 8111 6101 l90'J PRECAST (90') PRECAST 161 1311 2252 19 58 2451 2944 343 9 665 164 1311 2329 3609 5492 6624 5132 9'-8' 1116') PRECAST 9'-8' C116') PRECAST 420 834 1253 1011 1342 1614 1886 all 535 928 1491 2119 2618 3595 2815 8" PRECAST W/ 2" RECESS DOOR U -LINTELS w� LINTEL LENGTH NO. ELEV�"P411 411511 1 UPLIFT COMMENTS L 1 4'-6" ATERA TYPE LENCxTH SF�3ID-I stab -IT 8f�10AT 8F3-14-iT 81.'FI8-IT OW22-ITP4850 asw aRF 8FF6-2T !=10-2T 8FZr14-2T M18 -2T OW22-2T84W30-2 4'-4' (52') PRECAST 1244 1513 2413 3260 4112 e • 5825 932 932 1244 1519 2339 3110 4008 5696 4'-6' (54') PRECAST1192 1192 1501 2311 3121 3931 L 6 4'-6" 5511 853 853 1455 2240 3036 3831 5453 5'-8' (68') PRECAST 924• 1112 1195 2423 3055 3689 4325 501 5OI 924 1132 1141 2351 2918 3603 4230 5'-10" (10') PRECAST 896• 1138 1142 2352 2965 3581 4198 469 469 896 1099 1690 2288 2891 3491 4106 6'-S' (00 PRECAST 118 882 1513 2042 2513 3101 3642 830 1100 Ila 956 1468 1981 2509 3035 3563 (90') PRECAST 688 691 1325 1810 2280 2153 3221 110 941 688 849 1302 1162 2225 2690 3151 9'-8' C116') PRECAST 533• 433 808 1123 1413 1104 1995 516 614 533 521 1009 1369 1128 2088 2450 •KE17UC;E YALUC C+T 1776 KdK C3KA1Jt 4W t-ItLV N=WAK MATERIALS I. f'c precast lintels = 3500 psL 2. f'c prestressed lintels = 6000 psi. 3. f'c grout - 3000 pal w/ maximum 3/8' aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 pal. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM AVE, GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 210 low relaxation. 1. 1/32 wire per ASTM A510- 8. Mortar per ASTM C270 type M or S. L— 8 25-5H EGRE55 L— 9 25-5H EGRE55 \25-5H ELE Y . ' ^ " 4 1 5" 26 -SH ELEV. "A" 4 "B" LINTEL Su"HEDULE 0'-8" BEARING HEIGHT THROUGH OUT ELEVATION "A" s 115" 9'-4" BEARING HEIGHT THROUGH OUT ELEVATION "G" 4 "p" GENERAL NOTES I. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels il'-4' and longer with a nominal height of 8' meet or exceed L/180. 6. Bottom Field added rebar to be located at the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel For mechanical anchorage. 8. Cast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational deafen analysis per ACI 318 and AGI 530 81,1=22-08/11 8F24 -05/1T 81=28-1511 4 �1S►T® R�E� LINTEL SCHEDULE LINTEL LENGTH NO. ELEV�"P411 411511 1 ELEV. 4"p„ COMMENTS L 1 4'-6" 5F24-05/IT 81=16-05/1T CxROUT REBAER L. ATBOTTOM OF VITY L 2 4'-6" 8F24-05AT V=16 -05/1T 8' L 3 4'-6" OF24-05AT &F16 -05/1T L 4 4'-6" e • e to 8F-1�e?-08/17 8P16-18/17 81,1=22-08/11 8F24 -05/1T 81=28-1511 4 �1S►T® R�E� LINTEL SCHEDULE LINTEL LENGTH NO. ELEV�"P411 411511 1 ELEV. 4"p„ COMMENTS L 1 4'-6" 5F24-05/IT 81=16-05/1T CxROUT REBAER L. ATBOTTOM OF VITY L 2 4'-6" 8F24-05AT V=16 -05/1T 8' L 3 4'-6" OF24-05AT &F16 -05/1T L 4 4'-6" SRF -22-08/1T 81=8-08/IT L 5 11'-4" BF28-i5AT SF36-15AT L 5A 9'-4' BF26-15/7 SF36-15/1T L 6 4'-6" SF24-0f3AT &F16 -05/1T L - 4'-6" 81°24-05/IT SF16-05/17 L 8 4'-6" SF24-05/1T 6F16 -05/1T L 9 4'-6" SF24-0B/1T SF16-05/1T L 10 9'-4' SF12-15AT BF16-15/7 L 11 10'-0 8F12 -15/1T 5F16 -15/1T ' L 12 -t'-0 OF24-I5AT 8F16 -08/1T L 13 0-611 BF24-15AT OF16-05AT L 14 6'-0 OF24-15AT SF16-05AT L 15 �'- 0 ° SF24- I5/IT 8F16 -015AT OPT. 6068 SGD 3RD. CAR GAR. S'-8" GLG. BDRM. 2 S'-8"-- LAUN. 1 0 F ------I I L_—_ --J ° I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled T`r'F'E DE51ISNATiON lintels must be reduced by 20% if bearing length is less than 6-1/2'. n Safe loads for all recessed lintels based on 6' nominal bearing. F = FILLED WITH GROUT / U = UNFILLED Q 2. N.R. = Not Rated. QUANTITY OF "5 REBAR AT 3. Safe loads are total superimposed allowable load on the section specified. ip BOTTOM OF LINTEL CAVITY 4. Safe loads based on grade 40 or grade 60 Field rebar. '!� 5. Additional lateral load capacity can be obtained by the designer by providing F Faddlonal reinforced masonry above the precast lintel.�,0 1/� One "1 rebar may be substituted for two "5 rebars in 6' lintels only. 1. a o the safe load tables b The designer may evaluate concentrated loads from g y y J 2 — CAR GAR. 8'-S" GLG. L— 5 A L— 5 8'-0" X 7'-0" O.N. --------® * 16'-0" X 1'-0" O.H. OPT. 3rd CAR GARAGE 8'=8" SEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "5" 9'-4" BEARING HEIGHT THROUGH OUT ELEVATION "G" 4 "D" SAFE LOAD TABLE NOTE5MiN. 45 REBAR AT TOP (1) REQ'D 1-1/2' CLEAR ° I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled T`r'F'E DE51ISNATiON lintels must be reduced by 20% if bearing length is less than 6-1/2'. n Safe loads for all recessed lintels based on 6' nominal bearing. F = FILLED WITH GROUT / U = UNFILLED Q 2. N.R. = Not Rated. QUANTITY OF "5 REBAR AT 3. Safe loads are total superimposed allowable load on the section specified. ip BOTTOM OF LINTEL CAVITY 4. Safe loads based on grade 40 or grade 60 Field rebar. '!� 5. Additional lateral load capacity can be obtained by the designer by providing F Faddlonal reinforced masonry above the precast lintel.�,0 1/� One "1 rebar may be substituted for two "5 rebars in 6' lintels only. 1. a o the safe load tables b The designer may evaluate concentrated loads from g y y J D � 4 Z F � z6. CxROUT REBAER L. ATBOTTOM OF VITY ' U4- • NOMINAL WIDTH u t -away from 'the Face of support. L QUANTITY OF "5 calculating the maximum resisting moment and shear a d 5 9 y pp 8. For composite lintel heights not shown, use safe load from next lower height. NOMINAL HEIGHT-]REBAR AT TOP 9. All safe loads in units of pounds per linear foot. 8' O i Cs o7TOM INF RC N B RE PROVIDED IN LINTEL (VARIES) 1-5i5'ActuAL NOMINAL WIDTH A R C H IT E C T S Design Group �n�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SLTBDIV. 8a LOT: TUSC� SOUTH LO rI' TT 51 PROJECT# 1703.00 MODEL: "1755" GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE ARCHITECT: STATE OF FLORIDA LL DATE: 09/08/09 SCALE: 1/4"=1'-0" SHEET O it 25 -SH 25 -SH EGRESS EGRESS G jT�J�� wgii UELEV. "All 4 115, v V O2A 26 -SH ELEV. "A" 4 "B° C'ALCULATIONI 13 0 OPT. :3rd CAR GARAGE COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONE 110 MPH WIND REMARKS 120 MPH WIND 1 1-1 25 -SH 5 21.1/ -28.0 25.0/ -33.1 11419 26 -SH 5 20.9/ -21.0 24.8/ -32.6 2 1-i 25-5H 5 21.1/ -28.0 25.0/ -33.1 2A 19 26 -SH 5 20.9/ -2-1.0 24.8/ -32.6 3 1-i 25 -SH 5 18.3/ -22.4 21.8/ -26.1 3A 19 26 -SH 5 20.9/ -2-1.0 24.8/ -32.6 4 24 3000 DR 4 21.1 / -22.9 25.1/ -21.3 5 112 16'-0 X 1'-0 GARAGE DR. 5 21.1 / -22.13 25.1/ -21.3 5A 56 8'-0" X -1'-O° GARAGE DR. 5 19.4/ -24.4 23.1/ -29.0 6 11 25 -SH 4 21.1/ -22.9 25.1/ -21.3 7 1-1 25=5H 4 21.1/ -22.9 25.1/ -21.3 S 17 25-5H 4 21.1 / -22.9 25.1/ -21.3 9 1-i 25 -SN 5 21.1 / -22.9 25.1/ -21.3 10 40 OPTIONAL 6068 S.G.D. 5 19.9/ - 2 5.5 23.i/ -30.3 11 40 6'-0" X 6'-a" S. G. D. 5 19.9/ -25.5 23.1/ -30.3 12 24 35-6H 4 20.6 -22.4 / 24.5/ -26.1 13 24 35 -SH 4 20.6/ -22.4 24.5/ -26.1 WHEN CALCULATING WIND PRE55URE5 ON A GARAGE DOOR, FLORIDA BUILDING CODE, 2004 ALLOWS THE PRESSURES TO BE AVERAGED WHEN THE OPENING 15 PARTIALLY LOCATED IN 130TH ZONE 4 AND ZONE 5 WIND PRESSURES ARE 5A5ED ON WIND SPEED=120MPH (3 SECOND GUST) IMPORTANCE FACTOR= 1.0 EXPOSURE CATEGORY = 5 MEAN ROOF HEIGHT=LESS THAN 30 FT. FOR AN ENCLOSED 5UILDING J"1 -nit PERCENTAGE OF AREA WITHIN ZONE 4: A4=11.33=16=0.71 ft' PERCENTAGE OF AREA `4'VITHIN ZONE 5: A5=4.66= 16=0.29fC AVERAGE POS[TIVE PRESSURE ON GARAGE DOOR: p 21.8 (0.9) + 2 1. 8 (0.10) _ 19.62 + 2.18 = 21.8 psf AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR: p - -24.0 (0.71) + - 26.55(0.29) _ - 17.05 + (-7.7) - -24.75 psf. AVERAGE GARAGE DOOR PRESSURE: p=21.8/-24.8 A R C H I T E C T S Des -gn Group Inc. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 BUHDIV. & LOT: TUSCA SOUTH LOT X51 PROJECT# 1`03.00 MODEL: "1"55" GARAGE SWING: LEFT PAGE: WIND LOAD CALCULATIONS ARCHITECT= STATE OF FLORIDA NO 1 DA'fE: 09/08/09 SCALE:1/4))-=l)- SHEET 1/4"=1' - SHEET 1 c OF Oa o 30'-QII 91_411 10'-0" 3'-0" 1�'-8" 8'-0" 1'-4 14'-0" 12'-011 25 -SH 25 -SH EGRESS EGRESS X � OPT. LAV. -0 Ln LAV. F. .`0 1 -JO 1 LANAI 4'-3" 8'-9" 'b OWNERS p� 1 _ 8 0. BATH SUITE @ ,� 8'-8" CLG. 8'-8" CLG. O 1 x0 9 (TILE) (CARPET) 1 c f l 2'- 4 11 f -all 1 8 I W.I.C.------- a'-8" cLG. AcTfVE (CARPET) '� I �I 9'-811 31.411 1 -I 5'-5" 10'-6" `� I 1 -4 81.811 t/ ryuLuc: 4 1R-1SN 2 XTUB /v I @ I N c SHOWERW/ BATH _ �r 10" I wlow 12 III I1" 5'-1" (TILE) 20'-611 (- BDRM. �3 m 7 X 1 1 @ @ GREAT CARPE ��, > o o ROOM Q 5'-a" GLG. (CARPET) 9'-6" cc1 3'-211 C11 N \17 N @ LL CA <t — 1R -ISH ,nm N 01 4-0 BF. N A/ I DINING ROOM Ll m ---gym (CARPET) I Q Az 1_611 31_i(11 51_11 21_Q11 BDRM. 2 LAUN. I �� L—J� a' -a" CLG. 8" CLG. r — — � A (CARPET) (TILE) 3 -SH FOYER �N _MT L — — J 8'-8" CLG. DW. 51NK 20 MIN. ( 1ILE) I 1 -0 I � 5 1 x bm II 2 lU MTL. z IO 2" STEEL — -- KITCHEN 4 _01 ARD PIPE 11 -SI' I — 8C SLEL C' (yO O 1 5 -0 / I ATTIC I II II II o I 6 m L ACCESS 40 X16 XI0 _ d TRANS. ABV J (ELEV. C) `� 2'-O" I1'-411 4m"X16" TRANS. ABV ENTRY = � (ELEV. D) g_gll GLG. � N 2—CAR GAR. I ° NOOK 8(TILE) I, ELEV. "A" �4 4 lJ V 26 -SH ELEV. "A" $ HB Ila II , ------6_-0" X i'=0' —------ 1 1'-411 '- O" I 1_ 0 I_ Q 11 6 1_ 11 3 1_ Q 11 A 7- 20'=0" 6'=8" 13'=411 40'-011 FLOOR PLAN 8'-8" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B" 9'-4" BEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" I f MODEL SPECIFICATIONS * GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNFINSHED * WINDOW SILLS TO BE OPTIONAL * MASTER AND SECONDARY BATH TO RECEIVE 36" MIRROR * VANITY MIRRORS TO BE RAISED OFF BACKSPLASH * ALL DOORS ARE 6'-8" HIGH UNLESS NOTED OTHERWISE. * ALL TUB FIXTURES TO BE WALL MOUNTED 3-1/2" N 9-1/2" 211 ELEC. OUTLET PER ELEC. CODE DBL. TO PLATE w Nt N w z u TBAR DETAIL EXTERIOR MASONRY WALL BRC. HEIGHTS 8'-8" BRC. E=77= 91-411 1- {II F3RG. / \ v AL SQ.FT. CALC. 9 S � \ LIVING GARAGE ENTRY LANAI _II S0. FT. SQ. FT. SQ. FT. SQ. FT. Q TOTAL OPT. GARAGE 2285 213 60. FT. 50. FT. EXTERIOR MASONRY WALL BRC. HEIGHTS 8'-8" BRC. E=77= 91-411 1- {II F3RG. ARCIHI DETAILILDETAIL 0 / \ v AL SQ.FT. CALC. 9 S � \ LIVING GARAGE ENTRY LANAI 1153 404 35 93 S0. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL OPT. GARAGE 2285 213 60. FT. 50. FT. ARCIHI DETAILILDETAIL 0 / \ v AL 2411 D W. 000 � \ 3'-4" ARCH DETAIL KITCHEN OWNER'S SUITE SCALE: 1/4" = 1'-®" LQi 50—oo-0-1 = C 717 o 0 N I SII (o -KITCHEN SCALE: 1/4" = 1'-0" (:�)LATH OWNW'S LATH ® NSRS T ATH SCALE: 1/4" 1'-011 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0° BDRM. #2 — — (CARPE � 10' - 0" , coND� LAUN.�_ — — 8'-8° C C F — — -I (TILE) I oQ I c0 ,ti• MT L --J 20 MIN. WH. O 2" STEEL PIPE F 22'x 4" ATTIC L ACCESS j OPTIONAL 3RD. CAR GAR. _ N @ N 2 — CAR GAR. SI -511 CLG. GJ I m @ I NB --------- ®--®III X 1'_0_O.H------ — — — — — — — — — — — — — — — — — — 11-411 811 2 -0 161 '01 1 21=011 10'=0" 20'=O" O(g,PT® 3rd CAR GARAGE S'-8" BEARING HEIGHT THROUGH OUT ELEVATION 1IA11 4 '19'-4" BEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" 0 A R C H IT EC TS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 �.j SUHDIV. & LOT: TUSCA SOUTH LOT X51 PROJECT# 1703.00 MODEL: „1755" GARAGE SWING: LEFT PAGE: FLOOR PLAIN ARCHITECT: STATE OF FLORIDA 0 JAMES QNTWELL AR N 12079 DATE• 09/08/09 SCALE: 1/4"=1'-0" SHEET 2 OF SCORED BAND T T F. 11'-V ENTRT. ICT. an SCORED SAND TYF-. Mi.M I -All 0'-0" FIN. FLS. �% 0 WE MUM 1 12 I �I�5 -O. FRONT EI,1CVATdON TEXTURED FINISH iffin"in "im TEXTURED FINISH .�, 11'-4 1/2" BLD . HGT. 1'=011 I 11-0 (o" SCORED ELAND (TiP.) O, 0'-0" FIN. FLIR. I -All i, O' -D" FIN. FLS. SCORED BAND T1'F. m'-®" FIN. F L11 _n SCORED _1< BAND Tl'P. �e� I I Ji F-:] F] F-] 3rd CAR GARAGE FRONT ELEvATION !��.3rd CAR GARAGE (SPT. REAR ELEVATION A R C H I T E C T S Design Grou��nc. 1441 N. RONALD REAGAN BLVE LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA SOUTH LOT #51 PROJECT# 1703.00 MODEL.- 1755 ODEL:1755 GARAGE SWING: LEFT PAGE: ELEVATION >)A') FRONT & REAR ARCHITECT: STATE OF FLORIDA 0 JAMES CANTWELL AR LO 12079 (DATE: 09/08/09- F-8 1/4"=1'-0" -All 0'-0" FIN. F R. I -All i m LJ '-0" FIN. FLR.— — LEFT TEXTURED FINISH RICHT TEXTURED FINISH 120011111' ral WN ul"'Ifut II OFT. II II II�m6� II II S -G -D. II II II II II II II II II II II II ---JI----�I 1 8'-8" BRCS. NCxT. 0'-0" FIN. FLR. A R C H IT E C T S 1 Design Grou�i �nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 OILjJ� 0'-0" . H T. 1'-011 0'-0" FIN. FLR. (D3FTrdELEVATIOCAR_ GARAGE OPT. SUHDIV. 8e LOT: TUSCA SOUTH LOT 451 PROJECT# 1'703.00 MODEL: „1755" GARAGE SWING: LEFT PAGE: ELEVATION ,) A" LE FT & RIGHT ARCHITECT: STATE OF FLORIDA 0t9 // JAMES ELL AR N 122079 _j (-DATE:/09/08/09 SCALE: 1/4"==1'— 0" SHEET 4AOir HEADER SPAN CHART UP TO CONNECTOR SCHEDULE SINGLE SIMPSON DES. UPLIFT GRAVITY FASTNER 1- META -16 1450 (l) 106 x 1 1/2 1 -PLY/ (6) 1662 -PLY Z (2) META -16 1985 (10) 10d x 1 1/2 1 -PLT 0 1900 (14) 1(od 2 -PLY V) Q HETA-I6 1810 (9) 10d x 1 1/2 I -PLY/ (8) 16d 2 -PLY CLEAR SPAN HETA-20 1810 (9) 10d x 1 1/2 I -PLY/ (8) Ibd 2 -PLY OF TO 5'-0" 5'-0" TO eop'-4" 6'-4" TO S" -m" B' -O' AND OVER 2035 (10) 10d x 1 1/2 1 -PLY 3 (2) HETA-20 2500 (12) l(od 2 -PLY MGT + 3965 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12- EMBED), (22) 10d TO WOOD HGT-2 + 101.580 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD HGT-3 + 10530 (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (1(o) 10d TO WOOD LTAI 1420 (12) 10d x 1-1/2' VGT 4940 (1) 5/8' A_T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 5DS 1/4' X 3' TO WOOD (2)VGT(2-PLY3-PLY) 1185/8590 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN_ 12' EMBED), (32) SPS 1/4' X 3' TO WOOD MTS -12 1000 04) 10d x 1 1/2 HT5-16 1150 (16) 10d x 1 1/2 HTS -20 1450 (24) 10d x 1 1/2 LSTA-12 ++ 925 (10) loci LSTA-18 ++ 1235 (14) 10d V) MSTA-18 ++ 1315 (14) 10d CL MSTA-24 ++ 1640 (18) loci 0!� MSTA-36 ++ 2050 (26) 10d ~V 1 MSTI-36 3800 (36) 10d x 1 1/2 MSTI-48 5065 (48) 10d x 1 1/2 146 950 (s) 8d TO PLATES, (8) 8d TO STUDS SP4 885 (6) 10d x 1 1/2' TO STUDS A33 150 (4) 10d TO BEAM, (4) 10d TO POST. HCP2 645 (6) I0d x 1-1/2' HIO 995 (16) 8d x 1-1/2 ABU 44 2200 6665 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN CONC. (12) 16d TO WOOD (!1 ABU 66 2300 12000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN GONG, (12)l6d TO WOOD Q� LTTI9 +++ 1340 11) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN CONC., lSAOd TO WOOD 0 LTT205 +++ 1625 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY (MIN. l' EMBED.) IN CONC (2) 'BOLT TO WOOD 0 Z HTT-I6 +++ 3955 1 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (18116d X 2 1/2 TO WOOD Q HTT-22 +++ 4165 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC, (32)164 TO WOOD HHDQII-5p8 25+ 11,445 (1) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24)SDS 4' x ' WOOD SCREWS HDI 6480 (1) 1/8' A.B. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (3)ya' STUD BOLTS TO WOOD MBHA 356/11.25 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, 08)10d TO BEAM V) th W HUSC412 (WOOD) 3240 2510 (FLOG (10) 16d TO HEADER, (10) 16d TO WOOD 3140 (ROOF) 0 HUC410 (CMU) 1810 5085 18-1/4'x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD Z Q 2 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 I' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. V) H +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE I' 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 RE5PON515LE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED_ WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHI7ECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMP50N 'WOOD CONSTRUCTION CONNECTORS C-2009' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HW05-R', T-ANCHOR6PECO1, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE / MASONRY CATALOG C-2009. HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO SINGLE STORM' AFFL I CATION SIZE 4'-I1 1/2 CLEAR SPAN D5L 2 DBL 2 D5L 2 DBL 2 x (o x 8 x 10 x 12 UP TO 5'-4" 5'-4" TO 1'-0" 1'-0" TO lm" -m" 10'-0" AND OVER TWO STORY AFFLICATION DOWN STAIRS SUPPORTING END OF HEADER 1 2 512E NUMBER OF FULL LENGTH STUDS CLEAR SPAN DBL 2 D5L 2 DBL 2 DBL 2 x 6 x 5 x 10 x 12 OF TO 5'-0" 5'-0" TO eop'-4" 6'-4" TO S" -m" B' -O' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 5'-m" U.N.O. 4'-I1 1/2 11 1/2" AND OF NUM5ER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 2 x 12 C#2 51'F) OSB NAIL (3) 124 Q (o"-5" O.G. TYP. 2x12 BM.,HDR. FRAMING NOTES -- 1. HURRICANE STRAPS TO 5E MANUFACTURED 81' SI1" IPSON STRONG -TIE OR EQUAL, U.N.O. 2. T'I'FICAL HURRICANE 5TRAFS ARE AS FOLLOWS, U -N -O: * TRUSS TO MASONRY/CONCRETE SHALL 5E META -1(o * FLOOR JOIST TO MASONR)"/CONCRETE SHALL BE HETA-1(o AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL- * TRUSS TO WOOD FRAMING SMALL SE MT5-12 3.TRUS5 TO TRUSS CONNECTIONS AND HANGERS SHALL PE DESIGNED AND SUPPLIED 5Y TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES_ 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN FRAMING FLAN ELEVATION ,,A„ 5'-5" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B" 9'-4" BEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D" 99 C 99 19 J3 J5 J1 II (2) META -16 H15 H13 — 3rc3 CAR GARAGE SOUTHERN TRUSS 05/27/0® A R C H I T E C T S Design GroupInc.� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ■p� SUBDIV. & LOT: TUSCA SOUTH LOT #51 PROJECT# 1703.00 MODEL.- "1755" ODEL:"1755" GARAGE SWING: LEFT PAGE: FRAMING PLAN ELEVATION A" & )) C )) ARCHITECT: STATE OF FLORIDA 2-0 0 JAMES CANTWELL AR NO 12079 DATE: 09/08/09 :SCALE: 1/4"=1'-0" SHEET 5 ACOir e ELECTRICAL LEGEND SYMBOL DEFINITION NOTES ® IIOV OUTLET CKT WIRE VA LAUNDR'Y'/WASHER I/2 OF OUTLET 1 12 IIOV OUTLET WIRED to 15/1 2 14 SWITCH DISHWASHER 15/1 3 EQUIPPED WITH 1200 D I SPOSAL IIOV OUTLET GROUND FAULT 14 GFI MICROWAVE/HOOD INTERRUPTER 5 ��ff 1500 4 WIRE 30/2 -1,9 220V OUTLET CONNECTION WP EXTERIOR GROUND FAULT GFI WATERPROOF INTERRUPTER 30/2 OUTLET 10 4500 SWITCH 30/2 03 SWITCH 3 -WAY OPER 1�4 SWITCH 4 -WAY OPER. 10 WALL SMALL APPIANCE CIRUITS 20/1 18,19,20 MOUNTED 4500 1115 SQ. FT. LIGHT TO 29 14 CEILING LIGHT LIGHTING/RECEPT-s 3 WATTS APOR co).�OOF PL TOTAL VP [GHT 49392 l RECESSED CAN 15T 10000 10000 1 CFM PER 10000 VENT. FAN SQ_ FT_ VENT_ FAN 1 CFM PER NEC -220-30 (B) A/H UNITS W/L IGHT SQ_ FT. 65% 2' LIGHT STRIP PER NEC -220-30 (C) (5) 4' LIGHT STRIP 28662 AMPS FLUORESCENT 2 -BULB WRAP LIGHT AROUND _ 2' FLUORESCENT — 21500 HEAT PUMP LOAD PER NEG -220-30-(2) 4' FLUORESCENT 4' TRACK LIGHT 100% PANEL VA 3256-1 METER AMPS SMOKE HATT_ HACK -UP OS.D. DETECTOR W/ HARDWIRE TER - WALL BATT. HACK -UP MOUNTED W/ HARDWIRE S D SMOKE INTER - DETECTOR CONNECTED F!ZRBoq MONOXIDE/ HATT. HACK -UP W/ HARDWIRE S/CO SMOKE DETECTOR INTER- CONNECTED PENDANT LIGHT TELEPHONE ® JACK WATER HEAT. WH DISCONNECT AIR GOND. DISCONNECT E TELEVISION JACK C eox REQUIRED TO BE SUPPORTED J O J -BOX IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING CEILING Box FAN/LIGHT REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT INTERCOM SPEAKER PUSH- FOR PB. BUTTON CHIMES NOTES" * LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO 5E VERIFIED e HOMEOWNER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN 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 DISCONNECT TO 5E LOCKOUT IN PANEL * 5ATHROOM EXAUST FAN TO HAVE MIN_ CAPACITY OF 50 CFM INTERMITTENT.(F5C 2001,RE5IDENTIAL CODE TA5LE M15063) METER FIELD VERIFY LOC. OPT. -- ------ OPT. COACH COACH L ICxHTS LIGHTS ELE'U"TRIU"AL PLAA NOTE: ALL BRANCH CIRCUITS IN THE BEDROOMS ARE TO 5E PROTECTED 5Y AN ARC -FAULT INTERRUPTER LISTED TO PROVIDE PROTECTION OF ENTIRE 5RANCH CIRCUIT METER FIELD VERIFY AFI LOC. WP OPT. COACH L ICzHT—a OPT. COACH L IGHTS OFT. 3rd CAR GARAGE #1115- LOAD INFORMATION DESCRIPTION CB CKT WIRE VA LAUNDR'Y'/WASHER 20/1 1 12 1500 REFRIGERATOR 15/1 2 14 1200 DISHWASHER 15/1 3 14 1200 D I SPOSAL 15/1 4 14 1000 MICROWAVE/HOOD 15/1 5 14 1500 DRYER 30/2 -1,9 10 5600 RANGE 40/2 8,10 8 (D 12000 WATER HEATER 30/2 11,13 10 4500 A/C AIR HANDLER 30/2 12,14 10 8000 A/C CONDENSER 30/2 15,1-1 10 306-f SMALL APPIANCE CIRUITS 20/1 18,19,20 12 4500 1115 SQ. FT. 15/1 21 TO 29 14 5325 LIGHTING/RECEPT-s 3 WATTS TOTAL VA 49392 TOTAL LESS A/C LOADS 38325 38325 15T 10000 10000 100% 10000 REMAINDER PER 28325 40% 11330 NEC -220-30 (B) A/H UNITS 16995 65% 11046 PER NEC -220-30 (C) (5) TOTAL VA 28662 AMPS 119 CALCULATION IF HEAT PUMP IS USED TOTAL VA IN PANEL LESS A/C LOAD 21500 HEAT PUMP LOAD PER NEG -220-30-(2) 1106 100% TOTAL VA 3256-1 AMPS 136 NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210-12 REQUIlIREMENTS. (2) # 4/0 XHHW ALUMINUM CONDUCT (1) # 2/0 XHHW ALUMINUM NEUTRAL. (1) # 4 XHHW ALUMINUM EQUIP.GzRD POWER COMPANY PEDESTAL SERVICE 5Y OTHERS NEMA 3R D 150 AMP. COM50 DISCONNECT AND METER CAN OPT. COACH L IGHTS 150 AMP 120/240 VOLT 42 CIRCUITS MLO #4 GxND WIRE WITH 5/8" X S FT.APPROVED GROUND ROD E L C, T f;�,) I C A L � I � � i' \ GROUND INCA RODS 8 FT. APART NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. A R C H I T E C T S .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: TUSCA SOUTH LOT X51 PROJECT# 1703.00 MODEL: 1755" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA 0 0 LL DATE: 09/08/09 SCALE: GRADE ll) +5 REBAR VERTICALLY W/ CONC. POUR CELL R-42 INSULATION X. TEXTURED FINISH Q Q 8' CMU iv .4 1n' GYP. WL. BD. WOOD BASE O i I 4' CONC., REINF. W/ 6'x6' 010 WWM OR F15ERt'lE6H ON 6 -MIL POLY .��. ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL z 1u F > 4" 8" 4, (2) 05 REBAR ON CHAIRS 1—STORY FOOTING 1 W BLOCK WALL SCALE: 1/2'=I' -O' 4' CONC., RE INF. W/ 6'x6' w 010/10 ILU1M OR FIBERMESH ON 4' 6 -MIL POLY ETHYLENE VAPOR 0 8, CLEAN TERMION TE TREATED -COMPACTED (I) S REBAR ON CHAIRS q- THICKEN EDGE SCALE: 11'=1'-0' r m d 4' CONC, REINF. W/ 6'x6' 010 UALM OR Ff5ER`1ESH ON 6 -MIL POLY 4' 4' ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL GARAGE STEP—UP 5 NON—BEARING SCALE: In'=1'-0' a a • ° ,a °'� 4' CONC., RE INF. W/ 6'x6' "10 U LM OR // FIBER`fESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON U -I WELL -COMPACTED CLEAN TERMITE O> 4" 8" 4. TREATED FILL 2'-0" 4" , '5 REBAR ON CHAIRS CONCRETE PAD POURED LINTEL CONT. (TYP.) PRE -CAST HDR SIDES: i` • 2X6 GARAGE DOOR BUCK W/ (3)12'XB' J -BOLTS 1' EMBEDMENT MIN. W/ 2'X2%6 8' CMU FILLED—' -WASHER AND NUT SPACED EVENLY FROM CELL (TYP.) FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK s CENTER OF DOOR HEADER W/(I)Yi'X8' J -BOLTS 6' EMBEDMENT W/ 2'X2'A' WASHER AND NUT 15 GARAGE DOOR INFO SCALE: 1n'=1'-0' (1) 5 REBAR SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. 4' CONC., REINF. W/ 6'x6' M0 WWM OR d FIBER`IESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL-CCMPACTED CLEAN TERMITE TREATED FILL TYP. RETROFIT FOR &pw TTED DOWELS SCALE: SECURE BT. PLATE TO BLK W/ J' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. a 32' OC MAX. F27 EIN. W/ 6'x6' MO WU.M OR ON 6 -MIL POLY X VAPOR BARRIER ON y > ACTED CLEAN TERMITE p LL n U 4' 8, 4 A AR ON CHAIRS 1—STORY FOOTING .B.WA12- STUDS gATL SCALE: 16' O.C. MAX 5 In' ® HEAD OF GARAGE VARIES WITH SLOPE: SECURE BT. PLATE TO SLAB W/ }' ANCHOR BOLT W/ 2' WASHER SET IN w SIMPSON HIGH STRENGTH EPDXY 1' U' EMBED. MIN. ® 32' OC MAX. d. • ° 4' CONC., RE INF. W/ 6'x6' 010 IULM OR FIBERMESH ON 6 -MIL POLY Y ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE m 4' TREATED FILL (2) 05 REBAR ON CHAIRS GARAGE STEP—UP 6 1—STORY L.B.W. I GESS FOR 5 .D G. TRACK N FINISH FLOOR w d. L. SLAB AT S. G. D. 10 SCALE: POURED LINTEL CONT. (TYP.) 8' CMU FILLED CELL (TTP.) 2X WALL FRAMING (3.14'X8' ANCHOR BOLTS or (3.h'X8' J -BOLTS MIN. 1' EMBEDMENT W/ 2'X2'XI/8' WASHER AND NUT SPACED EVENLY FROM FLOOR To BOND BEAM. SET IN JOINTS SECURE BT. PLATE TO SLAB W/ }' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. 0 32' OC MAX. 4' GONG, RE INF. W/ 6"x6' M0 ULM OR FIBERI"MSH ON 6 -MIL POLY p > ETHYLENE VAPOR BARRIER ON UCLA -COMPACTED CLEAN TERP1ITE D FILL. 4 I 0 4 (3) 05 REBAR ON CHAIRS 2—STORY FOOTING 2 AT L.B.W. SCALE: I/2' =1'-m" 9 In' 9 HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ }' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. ® 32' OC MAX. a > d ° 4' CONG., REIN. W/ 6'x6' M0 U UM OR Ff5ERMESH ON 6 -MIL POLY ? ETHYLENE VAPOR BARRIER ON > WELL -COMPACTED CLEAN TERMITE 0 4' 6' 6' 4' 4 TREATED FILL 1 8 (3) 45 REBAR ON CHAIRS GARAGE STEP— UP 62— STORY L.B. W. SCALE: 1/2' = I' -m" RECESS FOR GARAGE DOOR 4' CONC., REINF. W/ 6'x6' 010 WWM OR FISER'1ESH ON 6-MfL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL (1) S REBAR ON CHAIRS 11 GARAGE DOOR FOOTING CAULK AND SEAL `GAS LINE 1 }' PVC SLEEVE FOR GAS LINE 0 B' CMU �In' DRYWALL WOOD BASE a - d • a. d SECURE BT. PLATE TO SLAB W/ 10d CUT NAILS/ MASONRY NAIL a 32' O.G. MAX 1—STORY FOOTING R AT L.B.W. W NO—UPLIFT 2BSCALE: 1/2'.1'-0' TEXTURED FINISH Nr R -Il INSULATION MIN. STUDS 16' O.C. MAX 1/2' GYP. WL. BD. Lu WOOD BASE z Q SECURE BT. PLATE TO BLK W/ }' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' p EMBED. MIN. a 32' OC MAX. 4' CONC., REINF. W/ 6'xb' 010 WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL W m (2) #5 REBAR ON CHAIRS 1—STORY FOOTING 3 W FRAME WALL 17GAS LINE THRU BLOCK a. 4' CONG., REINF. W/ 6'x6' M0 WWM OR (1) +5 REBAR VERTICALLY W/ GONG. POUR CELL R-42 INSULATION FIBERMESH ON 6 -MIL POLY Z_ ETHYLENE VAPOR BARRIER ON > WELL -COMPACTED CLEAN TERMITE m O TREATED FILL U 4" 5" 4" N (2) 5 REBAR ON CHAIRS 1—STORY FOOTING R AT L.B.W. W NO—UPLIFT 2BSCALE: 1/2'.1'-0' TEXTURED FINISH Nr R -Il INSULATION MIN. STUDS 16' O.C. MAX 1/2' GYP. WL. BD. Lu WOOD BASE z Q SECURE BT. PLATE TO BLK W/ }' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' p EMBED. MIN. a 32' OC MAX. 4' CONC., REINF. W/ 6'xb' 010 WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL W m (2) #5 REBAR ON CHAIRS 1—STORY FOOTING 3 W FRAME WALL �� NOT USED 1 !.. 17GAS LINE THRU BLOCK (IJ #5 REBAR VERTICALLY W/ GONG. (1) +5 REBAR VERTICALLY W/ GONG. POUR CELL R-42 INSULATION POUR CELL 8' CMU z S' CMU -q Fa w I 8' CMu N w p EXTENDED SLAB I In' CURB HEIGHT VARIES �— IR' GYP. WL. SD. U I CURB HEIGHT VARIES In' RECE55 FOR SERVICE DR WOOD BASE z d. � Q ��:•--- z z ' � E d ' CONC, REINF. W/ 6'x6' 010 U LM OR (2) Mi REBAR 9 I -STORY ' I 4" CONC., REINP. W/ 6'x6' M0 WWI"I OR _ IBEF41ESH ON 6 -MIL POLY Z4E , FIBER'1ESH ON 6 -MIL POLY • °.THYLENE VAPOR BARRIER ON 4 ° a° , ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE LAPPI=D W/ BOND BEAM WELL -COMPACTED CLEAN TERMITE REATED FILL ° d OUTSIDE REBAR TO BE CONTINUOUS d TREATED FILL 2) 45 REBAR ON CHAIRS ° d.a REBAR W/ 8' HOOK �. ° . 4" 8" 4" (2) 45 REBAR ON CHAIRS d .e IS1-STORY SLAB AT GARAGE —1 1—STORY FOOTING 7 SERVICE DOOR SCALE: 1/2'-l'-0' ° �,� ,yam . 8 AT GARAGE SCALE: �� NOT USED 1 !.. y a o� a 4' CONC, RE INF. W/ 6'x6' 010 WWM OR FIBERI`MSH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON IK WELL -COMPACTED CLEAN TERMITE TREATED FILL F > (3) 5 REBAR ON CHAIRS m O 4' 6° 6" 4" 2—STORY FOOTING rl W B LO C K WALL SCALE: 1/2'=P -O' TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 8' HOOK LGROUTED BOND BEAM 6 VARIES PER ELEV. z N PRIOR TO FILLING_ (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 16 BLOCK WALL CONNECTION SCALE: In'.1'-0' 17GAS LINE THRU BLOCK 2-S oR BAR ON CHAIRS (3) 05 REBAR ON CHAIRS lU {5 REBAR VERTICALLY W/ CONC. POUR CELL R-4.2 INSULATION B' CMU (1) +5 REBAR VERTICALLY W/ GONG. POUR CELL R-42 INSULATION z 8' CMU z TEXTUFED FINISH -q LW TIE VERTICAL REBAR 8' CMu 4 w p 4' CONC., RE IN, W/ 6'x6' 010 UAU f OR �— IR' GYP. WL. SD. 4 CLEANOUT REQUIRED FOR INSPECTION FIBERMESH ON 6 -MIL POLY WOOD BASE y a o� a 4' CONC, RE INF. W/ 6'x6' 010 WWM OR FIBERI`MSH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON IK WELL -COMPACTED CLEAN TERMITE TREATED FILL F > (3) 5 REBAR ON CHAIRS m O 4' 6° 6" 4" 2—STORY FOOTING rl W B LO C K WALL SCALE: 1/2'=P -O' TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 8' HOOK LGROUTED BOND BEAM 6 VARIES PER ELEV. z N PRIOR TO FILLING_ (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 16 BLOCK WALL CONNECTION SCALE: In'.1'-0' 17GAS LINE THRU BLOCK 2-S oR BAR ON CHAIRS (3) 05 REBAR ON CHAIRS lU {5 REBAR VERTICALLY W/ CONC. POUR CELL R-4.2 INSULATION B' CMU °a 8' CMU z ln' GYP. WL. BD. CURB HEIGHT VARIES LW TIE VERTICAL REBAR z WOOD BASE 4 w p 4' CONC., RE IN, W/ 6'x6' 010 UAU f OR Q w 4' GONG, RE INF. W/ 6'x6' h0 WLLM OR ESH ON ro-MIL POLY 4 CLEANOUT REQUIRED FOR INSPECTION FIBERMESH ON 6 -MIL POLY - E H Y=NE VAPOR BARBER ON z �p �I WELL -COMPACTED CLEAN TERMITE ° _ TREATED FILL O TREATED FILL ' daI' rr sN 0'-0' FIN. FLR (2) Mi REBAR 9 I -STORY ' I z e , (3) $5 REBAR s 2 -STORY (1) S VERT. DOWEL 4 ° a° ° TIE VERTICAL REBAR ° a° Q LAPPI=D W/ BOND BEAM p16 16' PVC CHASE THRU FOOTING ? TO HORIZATIONAL ° d OUTSIDE REBAR TO BE CONTINUOUS d (1) 65 REBAR AT CORNERS W/ 25' LAP MIN. � d • • ° d.a REBAR W/ 8' HOOK �. ° . d .e IS1-STORY —1 > ° �,� ,yam . F O 4' 8' 4' (2) 05 REBAR ON CHAIRS m O a° 2 -STORY (3) 45 REBAR ON CHAIRS 2'-I' MIN. LAP FOR INSPECTION PIPE THROUGH TYP. REBAR LAP 1—STORY FOOTING HORIZONTAL/VERTICAL B REBAR LAP AT FOOTING C AT LINTEL CORNERS D W BLOCK WALL E REINFORCING SCALE: In'=1'-0' SCALE: 1/2'-1'-0' d' AL,L EXTERIOR FOOTEj:.;,S A']' ]FINISH `'SHLA]B'S `_'O �BE 1VJCIN. 12" BELOW T_JNDIST'U]ER:E3ED SOME, TEXTURED FINISH R -II INSULATION MIN. STUDS 16' O.C. MAX 1/2' GYP. WL. BD. w WOOD BASE z Q SECURE BT. PLATE TO BLK W/ }' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' p EMBED. MIN. a 32' OC MAX. d d' a. a 4' GONG., REINF. W/ 6"xb' •10 WU.M OR FIBERME5H ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON �°a °• WELL -COMPACTED CLEAN TEFVITE TREATED FILL > O 4' 6" 4' (3) +5 REBAR ON CHAIRS 6" 2—STORY FOOTING 3 A W _ ALE 1/2"=FRAME I'-0'ALL SW > 446" 6" 4" 2—STORY FOOTING 6 -AT GARAGE SCALE: I/2 ° �� NOT USED (1) S REBAR VERTICALLY W/ CONC. POUR CELL 8' CMU z CURB HEIGHT VARIES LW TIE VERTICAL REBAR E 4 w p 4' CONC., RE IN, W/ 6'x6' 010 UAU f OR TO HORIZATIONAL C FIBERMESH ON 6 -MIL POLY U ETHYLENE VAPOR BARRIER ON �p WELL -COMPACTED CLEAN TERMITE _ TREATED FILL d GROUTED BOND BEAM " L REBAR ON CHAIRS F(305 > 446" 6" 4" 2—STORY FOOTING 6 -AT GARAGE SCALE: I/2 ° �� NOT USED HORIZONTAL/VERTICAL REINFORCING AT F BEARING CHANGE SCALE: 11'.1'-0' I A R C H IT E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 00 rTDIUSCA OUTH LOT ff51 PROJECT# 1703.00 MODEL: "55 1`7 " GARAGE SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA JAMS �C TWELL A NO 12079 DATE: 09/08/09 SCALE: 1/4"=1'-0" SHEET ID I Or GROUTED BOND BEAM VARIES PER ELEV. z TIE VERTICAL REBAR E TO HORIZATIONAL C 4. REBAR W/ 8' HOOK VARIES PER ELEV. d GROUTED BOND BEAM 4 d° d d d .e 0- CLEANOUT R1=QUIRED FOR INSPECTION d' N a 0'-0' FIN. FLR. °d TIE VERTICAL REBAR ° 4 TO HORIZATIONAL d a REBAR W/ 8NOOK L ; U HORIZONTAL/VERTICAL REINFORCING AT F BEARING CHANGE SCALE: 11'.1'-0' I A R C H IT E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 00 rTDIUSCA OUTH LOT ff51 PROJECT# 1703.00 MODEL: "55 1`7 " GARAGE SWING: LEFT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA JAMS �C TWELL A NO 12079 DATE: 09/08/09 SCALE: 1/4"=1'-0" SHEET ID I Or PANEL ANCHOR SEALANT s 1/4" EXP. BOLT TWO PER ANCHOR N 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 -8 EVERY OTHER BED JOINT MUST EXTEND THE ENTIRE LENGTH OF THE PANEL BUT NOT ACROSS EXPANSION JOINTS GLASS BLOCK POSITION (2)1-1/4' 6-4 HEX WASHER HEAD WITH ANTI -CORROSIVE COATING TIGHT TO BEND OF ANCHOR AND END OF SLOTTED HOLE TYPE S OR N MORTAR 1/4" MIN, 1/2" MAX. PANEL REINFORCING MORTAR ASPHALT EMULSION O� 1-3/4" X 20 GAUGE X 24" LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL 2X4 DBL TOP PLATE 2x4 METAL STUD 24" O.C. 1/2" DRY WALL 2X4 16' O.G. MAX 2X4 PT. BT. PLATE 1/2' A.B W/ �,. MIN. 7' EMBEDMENT 2' DIA. WASHER 32 O.G. MAX *5 REBAR CONT. 8 NOT USED WOOD FRAME TO BLK. SCALE: 1/2"= I'-0' SPARK ARREST PER MANUFACTURER IX2 PT. TOP OF BOX DBL. TOP PLATE — 2X4 STUD TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON O.S.B. SHEATHING OR 2' CDX PLYWOOD PRE. ENC;. TRUSS g_-ELA SCALE: 1/2' =1' - 0"N VIE W SIMPSON H-5 (MIN.) 2X4 t0 TRU65 PRE. ENG. TRUSS SP4 OR H-5 TOP PLATE TO STUDS 2A "-0" ABY. 10"-0' LEVEL TO ROOF 7R 2'-0' APV. HIGHEST RIDGE WITHIN lm' -0' SIMPSON H-5 (MIN.) Q 2X4 TO TRUSS 1 CHIMNEY DETAILS SCALE: 1/2' =1'-0" PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS w 16' O.G. MAX SIMPSON LSTA-12 s EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS -s 16" D.G. MAX W/ SHEATHING. SHEATHING TO BE WITHIN J" OF WINDOW/ DOOR OPENING AND SECURE PER NAILING; SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY a A TIME. USE 12d NAILS, TWO WITHIN 6" FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED SP4 OR H5 6 TOP AND BOTTOM PLATES a EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING t0 LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE TYP. EXTERIOR WINDOW/ DOOR OPENING WD FRAMED SCALE: I/2"= I'-0' NAILING SCHIHIDULE ROOF DIAPHRAGM USE 7/16" O.S.B. OR 1/2" CDX PLY WITH *8 RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND *S RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE *S GUN NAILS a 4' O.C. EXTERIOR SHEATHING USE 7/16" 0.5_5. OR 1/2" PLY WITH *S RING SHANK GUN NAILS AT 6' O -C. AT PANEL SIDES AND $a RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND *8 RING SHANK GUN NAILS AT 6" O.C_ AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. N,41 L REQU f fPE1„CENTS SIZE HEAD SECURE 2x6 MIN. TO BLK W/ (2) ,16' DIA_ TENSILE STIR Sd ROUNDMODIFIED ANCHOR BOLT W/ 2' WASHER SET .113 170,000 WITHIN 8' OF EACH OR T IN SIMPSON HIGH STRENGTH SPACING. 10d ROUND MODIFIED EPDXY 6' EMBED. 128 2X4 SECURED TO OR T GABLE END 0- 0 W/(2)12d-sEA. UPRIGHT 2X4 SECURED t0 T, GABLE ENG W/(2)12d PRECAST SILL (0"-8' O.C. 0 SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS. j L-30 ,a SIDES: GABLE BLOCKING 2X6 GARAGE POOR BUCK W/ (3) TRUSS i 'XS' J -BOLTS 7' EMBEDMENT MIN. 2x4 BLOCKING W/ 2'X2'XYa WASHER AND NUT a EA. RAFTER SPACED EVENLY FROM FLOOR TO L-30 EA. GARAGE DOOR HDR IN JOINTS RAFTER PRIOR TO FILLING. H2.5 EA. 1-2X6 PT BLOCK Q CENTER OF RAFTER DOOR HEADER W/(1) Y'XS' J -BOLTS 2x4 RAFTER 6' EMBEDMENT W/ 2'X2"XYa' WASHER 24' O.C. AND NUT 2x4 FRAMING 0 IN (TYP) GARAGE DOOR q BUCK ATTACHMENT SCALE: 1/2' =1'-0" q FRAMED OVERHANG N.T_S. 2X4 DBL TOP PLATE 2x4 METAL STUD 24" O.C. 1/2" DRY WALL 2X4 16' O.G. MAX 2X4 PT. BT. PLATE 1/2' A.B W/ �,. MIN. 7' EMBEDMENT 2' DIA. WASHER 32 O.G. MAX *5 REBAR CONT. 8 NOT USED WOOD FRAME TO BLK. SCALE: 1/2"= I'-0' SPARK ARREST PER MANUFACTURER IX2 PT. TOP OF BOX DBL. TOP PLATE — 2X4 STUD TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON O.S.B. SHEATHING OR 2' CDX PLYWOOD PRE. ENC;. TRUSS g_-ELA SCALE: 1/2' =1' - 0"N VIE W SIMPSON H-5 (MIN.) 2X4 t0 TRU65 PRE. ENG. TRUSS SP4 OR H-5 TOP PLATE TO STUDS 2A "-0" ABY. 10"-0' LEVEL TO ROOF 7R 2'-0' APV. HIGHEST RIDGE WITHIN lm' -0' SIMPSON H-5 (MIN.) Q 2X4 TO TRUSS 1 CHIMNEY DETAILS SCALE: 1/2' =1'-0" PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS w 16' O.G. MAX SIMPSON LSTA-12 s EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS -s 16" D.G. MAX W/ SHEATHING. SHEATHING TO BE WITHIN J" OF WINDOW/ DOOR OPENING AND SECURE PER NAILING; SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY a A TIME. USE 12d NAILS, TWO WITHIN 6" FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED SP4 OR H5 6 TOP AND BOTTOM PLATES a EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING t0 LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE TYP. EXTERIOR WINDOW/ DOOR OPENING WD FRAMED SCALE: I/2"= I'-0' NAILING SCHIHIDULE ROOF DIAPHRAGM USE 7/16" O.S.B. OR 1/2" CDX PLY WITH *8 RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND *S RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE *S GUN NAILS a 4' O.C. EXTERIOR SHEATHING USE 7/16" 0.5_5. OR 1/2" PLY WITH *S RING SHANK GUN NAILS AT 6' O -C. AT PANEL SIDES AND $a RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND *8 RING SHANK GUN NAILS AT 6" O.C_ AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. N,41 L REQU f fPE1„CENTS SIZE HEAD LENGTH DIA_ TENSILE STIR Sd ROUNDMODIFIED 1 -1/8' .113 170,000 WITHIN 8' OF EACH OR T END ANp IS" O.C. MAX SPACING. 10d ROUND MODIFIED 21/8' 128 110,000 OR T TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS STAPLE, NAIL 4 TOOL ASSOCIATION 1. 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING 2. RING DIAMETER OF 0012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH 5'00f SHEATH NC; LA'rOU I AND ENIDUJALL 5i�ACENG E05� 2,45LE END FFPAl IlNe SECURE 2x TO BLOCK W/ (2) 1,' TAPCON5 OR DRIVE PIN Em PRECAST L o o z WITHIN 8' OF EACH a `� END ANp IS" O.C. MAX SPACING. ROUGH OPENING UP TO 6-m' O.S.B. SHEATHING OR ' GDX PLYWOOD Qj Z " 0- rz 00 0- 0 T, PRECAST SILL SECURE 2x TO BLOCK W/ (2) 1,' TAPCON5 OR DRIVE PIN Em (MIN EMBED. 1 J") o o z WITHIN 8' OF EACH a `� END ANp IS" O.C. MAX SECURE 2x TO BLOCK W/ (2) 1,' TAPCON5 OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. 1 J") o o z WITHIN 8' OF EACH a `� END ANp IS" O.C. MAX SPACING. m O.S.B. SHEATHING OR ' GDX PLYWOOD 2x4 BLOCKS ','�– CMU WALL 6 ARCH WINDOW FRAME A SECTION SGAL E: 1/2' = I' - 0' NOTE: : TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT g OPENINGS 08 RING SHANK GUN NAIL$ 0 4' O.C. TOP 4 BOTTOM EDGES ,. F N v z z z z a N z PRE rRu� MTS - 7/16' 2x4 BTM. PLA' MTS - 32' C TRUSS 2X4 DBL. TOP PLATE 2X4 STUD 16' O.C. 7/16" 06.5. 1/2' A.B. W/ MIN. 7" EMBEDMENT LOCATE 6"-8" FROM ENDS AND 32" O.G. MAX. TEXTURED FINISH META -16 S' CMU WALL KNEE WALL DETAIL TO BLOCK SCALE: 1/2' =1'-0" 2X4X4' SECURE TO TRUSS W/ 3-126 6"-8" O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2 -12d - SECURE TO BLK W/ META-Iro 2'-0" EXTENSION @ OPT SERVICE SCALE= I/2"=1'-0' (_#0 RING SHANK GUN NAILS 6" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) *8 2' DECK SCREWS -9 O.C. MAX m EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE -ENG. TRUSS DBL. 2X TOP PLATE F ua 2X BLOCKING ID TOP OF 1116' O.S.B. 2X STUDS 16" O.G. MAX. z 2X BTM. PLATE Q 3/4' FLOOR DECKING i PRE- ENGINEERED a FLOOR TRUSS 2x4 m TOP 4 BOTTOM CONT_ HETA-16 BLK. WALL O CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK. t0 0.9.8. (2 HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. t0 PROVIDE CONT. NAIL PATTERN O REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING a TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW O5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 11 EXT. WALL SHEATHING SCALE: 1/2'=I' -O' A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: TUSCA SOUTH LOT /i 51 PROJECT# 1703.00 MODEL: 1755" GARAGE SWING: LEFT PAGE: Misc. DETAILS ARCHITECT: STATE OF FLORIDA 4 12® DATE: 09/08/09 SCALE: I/4"=I'-0" SHEET OF : FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN 2x4 BLOCKING BETWEEN OVER 1*15 FELT PAPER ON TRUSSES AT FIRST TWO BAYS FIBERGLASS SHINGLES ---- TRUSSES AT FIRST TWO BAYS 1� OVER #15 FELT PAPER ON 4'-0" O.C. CAT SHEATHING O.S.B. SHEATHING OR 2 4'-0" O.C. CAT SHEATHING CDX PLYWOOD SECURED SEAMS) 16 O.S.B. SHEATHING OR Z" SEAMS) PER NAILING SCHEDULE CDX PLYWOOD SECURED PRE -ENG GABLE TRUSS FRE -ENG GABLE TRUSS PER NAILING SCHEDULE P.T. Ix2 W/ MTL. DRIP EDGE 2x4 NAILER MTL. DRIP EDGECONT. 2x4 RAT RUN SECURED W/ (2) FIBERGLASS SHINGLES 2x4 SUB -BAND 126's e EACH TRUSS CONT. 2x4 RAT RUT`! SECURED 2x4 SUB -BAND OVER #15 FELT PAPER ON ALUM. SOFFIT W/ (2)126'e, EACH TRUSS TO BE INSTALLED MID. POINT OF O.S.B. SHEATHING OR z" STIFFBACK AT ALL UPRIGHTS TO 131E INSTALLED e MID. ALUM. SOFFIT TRUSS SPAN, OR 10'-0" O.C. MAX. CDX PLYWOOD SECUREDOVER 4'-10" HIGH (SEE POINT OF TRUSS SPAN, OR STIFFE3ACK AT ALL SEE ENERGY CODE FORMS PER NAILING SCHEDULESEALED ENG. FOR SIZE 4 10'-0" O.C. MAX. UFRIGHTS OVER, 4'-10" FOR INSULATION R -VALUES. CONDITION.) HIGH (SEE SEALED ENG. SEE ENERGY CODE FORMS FOR S I � CONDITION.) ION.) 8" GYPSUM BDARD OR Z" SEE ENERGY CODE FORMS R' ZE D HIGH STRENGTH CLG. Lx— PRE-ENG TRUSS 16 O.S.B. SHEATHING OR 2 FOR INSULATION R -VALUES. 7 l.. FOR INSULATION R -VALUES. O.S.B. SHEATHING OR 2 BOARD MTL. DRIP EDGE CDX PLYWOOD. ATTACHED s" GYPSUM BOARD OR z" HIGH PER NAILING SCHEDULE ON 8" GYPSUM BOARD OR 2" CDX PLYWOOD. ATTACHED 2x4 NAILED STRENGTH CLG. BOARD SHEET D5 HIGH STRENGTH CLG. PER NAILING SCHEDULE ON 2x4 24" O.C. INTERIOR 2x4 SUB -BAND BOARD SHEET D5 VENTED ALUM. SOFFIT CONIC. FELLED LINTEL BLK /8" THICK, 3 COAT GEMENT GONG. FILLED LINTEL 8LK KNEE WALL W/ (1) #5 REBAR CONTINUOUS PLASTER OVER GRADE W/ (1) #5 REBAR CONTINUOUS /8 THICK, 3 COAT CEMENT CONIC. FILLED LINTEL BLK �� PLASTER OVER GR�4DE EMBED. STRAP VERIFY W/ PRECAST LINTEL "D" FELT PAPER BACK R-4.2 BATT. INSUL. "D" FELT PAPER BACK W/ (1) #5 REBAR CONTINUOUS METAL LATH OVER METAL LATH OVER TRUSS PLAN R-4.2 BATT. INSUL. APPROVED HOUSE WRAP PRECAST LINTEL APPROVED HOUSE WRAP PRECAST LINTEL WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT AS '"THICK, 2 COAT CEMENT PER MANUFACTURES PAPER PER MANUFACTURES PAPER PER MANUFACTURES PLASTER APPLIED SPECIFICATIONS WEEP SCREED SPECIFICATIONS WEEP SCREED SPECIFICATIONS DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL 2) PRECAST SILL (SEE DETAIL 2) PRECAST SILL (1) #5 REBAR VERTICALLY SECURE GABLE TO 2x6 P.T. (1) #5 REBAR VERTICALLY SECURE GABLE TO 2x6 P.T. (1) #5 REBAR VERTICALLY W/ CONC. POUF CELL PLATE W/ 126's S" O.C. MAX W/ GONG. POUR CELL PLATE W/ 12d'S S" O -C. MAX W/ CONC. POUR CELL lx2 P.T. FURRING STRIPS SECURE 2x6 PT. PLATE TO Ix2 P.T. FURRING STRIPS SECURE 2x6 PT. PLATE TO 1x2 P.T. FURRING STRIPS le 16 " O C 1 le 16 " O_G. �` 6 16 " O.C. BLK W/ 2x9 ANCHOR BOLT W/ LK W/ 2 x9 ANCHOR BOLT W/ 2" WASHER SET IN SIMPSON 2" WASHER SET IN SIMPSON S CMU S CMU 8 CMU I 1' HIGH STRENGTH EPDXY � l HIGH STRENGTH EPDXY -1 ° I °I � °I 1/2' GYP. WL. BD. EMBED. MIN. e 32" OC MAX. 1/2" GYP. WL. BD. EMBED, MIN. e 32" OC MAX. I/2 GYP. WL. BD. WOOD BASE WOOD BASE WOOD BASE "TN ICK, 2 COAT CEMENT a "'THICK, 2 COAT CEMENT a .�—,.------. PLASTER APPLIED PLASTER APPLIED a a� a� Via. C TO MASON Y a s DIRECTLY TO MASONRY a s DIRECTLY R a a Q 4 1- STORY GABLE 1 -STORY 1 -STORY GABLE W/ VAULT CLG. BLOCK WALL Q BLOCK WALL 1B BLOCK WALL SCALE= 3/4`=l'-0`1 1 SCALE: 3/4"1'-0" SCALE: 31411=1'-o" 2X4: ® 2X4: ® 2X4: CEI SECURE TO BLOCK W/ 311(6' SECURE TO BLOCK W/ 3ift,' SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN_ HEAD 61ZE 300 MIN. EMBEDMENT i Y49 MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 Y4') WITHIN 8" OF EACH END 4 WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 18' O.G. MAX SPACING=. 18' O.C. MAX SPACING=. S' CMU 2X6: ® 2x6: CEKI ' DRYWALL SECURE TO BLOCK W/2-%.' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-3/{6' 2X6: ® NOTE: STRUCTURAL C MUST Ys SECURE to BLOCK W/I-I/4' BE ON OUTSIDE 4 SECURED 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 NON-STRUCTURAL (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 311!6° TAPCON MIN. I- Ix4 P.T. OR 5/4'X4' MIN. SECURE MIN. HEAD SIZE 300 3Xb' TAPCON MIN. I -Y4' MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 THRU FRAME 4 EXTEND 1-Y4' MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK MIN. EMBEDMENT 1 Y4") %,` TAPCON MIN. 1-Y4' MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK. INTO BLOCK W/ 31(6' TAPCONS WITHIN 8" OF EACH END 4 WITHIN S' OF EACH END 4 EMBEDMENT INTO BLOCK WITHIN 8' OF EACH END 4 OR DRIVE PIN 2 (MIN_ SHANK SIZE .145 IS' O.C. MAX SPACING. 8, CMU 18' O.C. MAX SPACING. 8" CMU 18' O.G. MAX SPACING. 8' CMU Ys DRYWALL X�' DRYWALL T�I'VEK BUILDING WRAP MIN. HEAD SIZE .300 2X8: ® 2X8° ® I'X4' OR I'X2' P.T. NAILER ! I"X4' OR 1'X2' P.T. NAILER!' DRYWALL 2X8: MIN. EMBEDMENT 1-Y4' SECURE TO BLOCK W/2-3/6' SECURE t0 BLOCK W/2-3116'SECURE TO BLOCK W/1-1/4 PG WITHIN 8' OF EACH END 4 18' TAONS OR DRIVE PIN �6.BP ' O.S. X 4' MIN. TACON5 OR DRIVE PIN I X4 OR I X2 P.T. NAILER TAPCONS OR DRIVE PIN 3f6' O.S.B. X 4" MIN. >< PAPER BACK O.C. MAX SPACING (MIN. SHANK SIZE .145 -----DOOR CASING (MIN. SHANK SIZE .145 POOR CASING CMIN. SHANK SIZE .145 ATTACH t0 2X PER GALV'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 B POOR OR WINDOW —DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 )4 ) ATTACH t0 2X PER MIN. EMBEDMENT 149 MIN. EMBEDMENT 1 Y4') ATTACH WITHIN 8 OF EACH END 4 WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 2X PER TEXTURED ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. 18' O.C. MAX SPACING. MANUFACTURES DETAILS. 18' O.G. MAX SPACING. MANUFACTURES RES DETAILS. FINISH a WOOD MANUFACTURES DETAILS. WOOD ' WEEP SCREED NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED4") CONSTRUCTION/, ONSTRUCTION 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" 0 WINDOW TO BLOCK +3 4 OR +5/4 WINDOW TO BLOCK +1-15 16"WINDOW TO BLOCK +3" WINDOW TO BLOCK +3-7 16" 4 t A SCALE: I = i -® SCALE: 1 -1 -0 SCALE: 1 =1 -0 u 2X4: ® 2X4: ® 2X4: ® 2X4: CED S" Cl" iu SECURE TO BLOCK W/ SECURE TO BLOCK W/ 3/(W SECURE TO BLOCK W/ N&' SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 1/2" TEXTURED (MIN_ SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN_ HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 FINISH MASONRY MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 049 MIN. EMBEDMENT 1 Y4") NOTE: STRUCTURAL 2X MUST MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH FEND 4 WITHIN 8" OF EACH END 4 WITHIN 8' OF EACH END 4 BE ON OUTSIDE 4 SECURED WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. IS O.G. MAX SPACING. 18' O.C. MAX SPACING. THROUGH NON-STRUCTURAL 18 O.C. MAX SPACING. 2X6: ® 2X6: ® 2X6: ® 3 4 _ & 2X6: SECURE TO BLOCK W/2-316' SECURE TO BLOCK W/2-ww NOTE: STRUC'T'URAL 2X MUST SECURE TO BLOCK W/2-31{6' EMBEDMENTrINTOBLOCK-SECURE TO BLOCK W/1-1/4' TAPCONS OR DRIVE PIN TAP -ONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 8" CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED WEMIN_ HEAD SIZE 300 MIN. HEAD SIZE 300 3116' TAPCON MIN. I -Y4' MIN. HEAD SIZE 300 Y2' DRYWALL MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL VV MIN_ EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK. MIN_ EMBEDMENT 1 Y4") I'X4' OR I'X2' P.t, NAILER MIN. EMBEDMENT 1,V4') We" TAPCON MIN. I -Y4' SCREEDr� l WITHIN 8' OF EACH END 4 WITHIN 8" OF EACH END 8 GMU 4 WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK �D E T AIL WOOD JL CJ 18' O.C. MAX SPACING_ 18' O.C. MAX SPACING. 18' D.G. MAX SPACING. 2ND 2X SECURE TO 16' O.G. MAX SPACING. 8" CMU 8' CMU �)�' DRYWALL STRUCTURAL MEMBER W/(2)12d ��jj CONNECTION �T �T r� (� �T 2X8: ® 2X8: ® 2X8: ® ]�' DRYWALL LOCK C O JL V JL V E C JL I O JL V 3 Y' DRYWALL SECURE TO BLOCK W/2-3�6' I'X4' OR I"X2' P.T. NAILER SECURE TO BLOCK W/2-3/6' TTO 5" 8' . M EACH END 4 6' SECURE TO BLOCK W/1-1/4' ,SECURE TO BLOCK WP -,{6' 1'X4' OR 1'X2' P.T. NAILER 1' P.T. X 4' MIN. TAPCONS OR DRIVE PIN 8' O.C. MAX TAPCONS OR DRIVE PIN I X4 OR I X2 P.T. NAILER 2TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN SCALE: 1 1/2" ' 1' _�" (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 POOR JAMB OR WINDOW �-DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW POOR CASING MIN_ EMBEDMENT 149 MIN. EMBEDMENT 1 Y4') MIN_ EMBEDMENT 1,V49 MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER ATTACH t0 2X PER ATTACH t0 2X PER DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8" OF EACH ENp 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. 18' O.G. MAX SPACING. 18' D.G. MAX SPACING. 18' O.G. MAX SPACING. MANUFACTURES DETAILS_ NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/,4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" B WINDOW TO BLOCK +1-1 2" D WINDOW TO BLOCK, +2 1/4" F WINDOW TOJLOCK +3 H WINDOW TO BLOCK +3 3/47) SCALE: I =1 -0 SCALE: 1 -I -0 SCALE: 1 -1 A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV 8e LOT: TUSCA SOUTH LOT X51 PROJECT# 1`03.00 MODEL: "1755„ GARAGE SWING: LEFT PAGE: MONOLITHIC 1—STORY WALL SECTIONS & NOTES ARCHITECT STATE OF FLORIDA JAM_ � CAWTWELL Arr NO 12079 DATE: 09/08/09 SCALE: 1/4"=1'-0" FIBERGLASS SHINGLES FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 2x4 BLOCKING BETWEEN OVER #15 FELT PAPER ON OVER #15 FELT PAPER ON 2x4 BLOCKING BETWEEN #15 FELT PAPER ON 1/16"TRUSSES AT FIRST TWO BAYS I II O.S.B. �J' HEATHING OR �" -1/16" O.S.B. SHEATHING OR 2" 7RTRUSSES AT FIRST TWO BAPS O.S.B. SHEATHING OR 2" CDX 4'-0" O.C. CAT SI-IEATNINC� I ro 2 4 -0 O.G. CAT SHEATHING CDX PLYWOOD SECURED E G PLYWOOD SECURED PER SEAMS) GDX PLYWOOD SECURED PRE -ENG GABLE PER NAILING SCHEDULE PER HALING SCHEDULE SEAMS) NAILING SCHEDULE TRUSS PRE -ENG TRUSS MTL. DRIP EDGE PRE=ENG GABLE TRUSS MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED -------------- CONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND W/ (2) 12d's EACH TRUSS �' SEE ENERGY CODE FORMS 2x4 SUB -BAND' \ \ i SEE ENERGT' CODE FORMS MTL. DRIP EDGE FOR INSULATION R -VALUES. ALUM, SOFFIT W/ (2) 126 s EACH TRUSS ALUM. SOFFIT FOR INSULATION R -VALUES. 51I II j 2x4 SUB -BAND 8 GYPSUM BOARD OR 2 STfFFBACK AT ALL STIFFBAGK AT ALL UPRIGHTS 8" GYPSUM BOARD OR 2" VENTED ALUM_ HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10" OVER 4 -10 HIGH (SEE - HIGH STRENGTH CLC. SOFFIT BOARD HIGH (SEE SEALED ENG. SEALED ENG. FOR SIZE DOUBLE TOP PLATE TWIST STRAP VERIFY W/ FOR SIZE 4 CONDITION) CONDITION) BOARD 2x4 NAILER TRUSS PLANSECURE 2x4 PLATE TO SEE ENERG T' CODE FORMS SECURE 2x4 PLATE TO WALL 2x4 � 24" O.C- � INTERIOR WINDOW HEADER SIZE WALL W/ 3"x6" THRU-BOLTS FOR INSULATION R -VALUES. all THRU-BOLTS e 32" O.C. KNEE WALL VARIES PER WINDOW 32" O.C. MAX THEN 2x4 PLATE W/MAX E12dRsESOBC� MAX E TO DOUBLE TOP PLATE OPENING SEE HEADER 8" GYPSUM BOARD OR II \_ II SPAN CHART FOR SECURE GABLE TO 2x4 2 OR 2x6 OR 2x8 STUDS 16 O.G. DETAILS WINDOW ATTACHMENT AS PLATE W/ 12d's S" O.C. MAX HIGH STRENGTH CLG. SECURE GABLE TO DBL TOP MAX W/ R-11 BATT. INSUL. MIN. -t 111 PER MANUFACTURES OR BOARD PLATE W/ SIMPSON HTC4 's 24" WINDOW HEADER SIZE O.S.B. SHEATHING OR 2 SPECIFICATIONS SECURE GABLE TO DBL DOUBLE TOP PLATE O.G. MAX VARIES PER WINDOW CDX PLYWOOD. TOP PLATE W/ SIMPSON OPENING SEE HEADER SPAN ATTACHED PER NAILING WINDOW SILL HTC4 @ 24" O.C. MAXCHART FOR DETAILS SCHEDULE ON SHEET p5. 2x STUDS e 16" O.G. MAX W/ WINDOOW HEADER SIZE x� 0 R x8 GABLE WALL WINDOW ATTACHMENT AS R-11 BATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER FIBERRGLASS SHINGLES �/a" THICK, 3 COAT CEMENT OPENING SEE HEADER SPAN SPEGfFIGATIONS OVER #15 FELT PAPER ON 2x4 BLOCKING BETWEEN PLASTER OVER GRADE 311 T G SUBFLOOR GLUED CHART FOR DETAILS -1/16" O.S.B. SHEATHING OR TRUSSES AT FIRST TWO BAYS "p" FELT PAPER BACK AND NAILED AS PER 7 � WINDOW SELL � �. - I NAILING SCHEDULE O.S.B. SHEATHING OR - GDX PLYWOOD E. 4 O D_G. CAT SHEATHING METAL LATH OVER 16 2 2x STUDS ia 16" O.C. MAX W/ 2 APPROVED HOUSE WRAP CDX PLYWOOD. R-11 BATT. INSUL. MIN. SECURED PER NAILINGTSEAMS) OR GRADE "D" FELT ATTACHED PER NAILING SCHEDULE PAPER SCHEDULE ON SHEET D5" T 4 G SUBFLOOR GLUED PRE -ENG GABLE TRUSS NOTE: SHEATHING MUST THICK, 3 GOAT CEMENT AND NAILED AS PER MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED NOT BREAK 1'-0" MIN. PLASTER OAVER GRADE NAILING SGHEDULE W/ (2) 126'5 EACH TRUSS FROM 2ND FOR LINE D ELT P PER BACK 2x4 SUB -BAND SEE ENERGY CODE FORMS METAL LATH OVER 2x4 CONT. TOP AND PRE -ENG FLOOR TRUSS APPROVED HOUSE WRAP ALUM SOFFIT FOR INSULATION R -VALUES. ( INSTALL PER MFG. SPECS.) BT. OF FLR TRUSS (TOP YOR GRADE IID" FELT 2x4 SUPPORTS BT 811 GPSUM BOARD OR 211 PAPER ST(FFBACK AT ALL UPRIGHTS sIl 111 HIGH STRENGTH CLG. OVER 4'-10" HIGH (SEE HIGH STRE GTH CL . 2 PLATE OF 2ND FOR, BT. BOARD NOTE: SHEATHING MUST PRE -ENG FLOOR TRUSS SEALED ENG. FOR SIZE 4 BOARD 2x4 IS FOR WALL NOT BREAK 1'-0" MIN. CINSfiALL PER MFG. SPECS.) CONDITION) SHEATHING NAILER) CONC. FILLED LINTEL BLK W/ (ll REBAR CONTINUOUS FROM 2ND FOR LINE 511 GYPSUM BOARD OR 21' SECURE GABLE TO DBL r 2x4 NAILER WEEP SCREED R-4.2 BATT. INSUL. 2x4 CONT. a TOP AND HIGH STRENGTH CLG. TOP PLATE W/ 51MP5ON 2x4 Q 24" O.G. 0 INTERIOR (SEE DETAIL 2A) PRECAST LINTEL BT. OF FOR TRUSS (TOP BOARD HTC4 24 O.C_ MAX KNEE WALL EMBED. STRAP VERIFY 2x4 SUPPORTS BT W/ TRUSS PLAN WINDOW ATTACHMENT AS PLATE OF 2ND FLR, BT. CONC. FILLED LINTEL BLK DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURES 2x4 IS FOR WALL W/ (I) #5 REBAR CONTINUOUS WINDOW HEADER SIZE PER MANUFACTURER ill SPECIFICATIONS SHEATHING NAILER) PRECAST LINTEL VARIES PER WINDOW �— SPECIFICATIONS 2 THICK, 2 COAT CEMENT PRECAST SILO OPENING SEE HEADER SPAN PLASTER APPLIED (1) #5 REBAR VERTICALLY WEEP SCREED P Q MANUFACTURER AS CHART FOR DETAILS DIRECTLY TO MASONRY WINDOW SILL W/ CONC. POUR CELL (SEE DETAIL 2A) SP C(FICATIONS 1I D.S.B. SHEATHING OR 2'I 2x STUDS 'a 16" O.G. MAX W/ 1x2 P.T. FURRING STRIPS CDX PLYWOOD. R-11 BATT. INSUL. MIN. 11 EMBED. STRAP V PRI=CAST SILL ATTACH NAILING STORY 16 O.C. E BED R P ERfFY ED PER L G (1) REBAR VERTICALLY FIRST FLOOR all cMU W/ TRUSS PLAN W/ CONC. POUR CELL SCHEDULE ON SHEET D5" T 4 G SUBFLooR GLUED BLOCK S C O ND 1/2 GYP. WL. BD. z"THICK, 2 COAT CEMENT I` 1x2 P.T. FURRING STRIPS II AND NAILED AS PER WOOD BASE PLASTER APPLIED 16" O.G. /a THICK, 3 COAT CEMENT NAILING SCHEDULE FLOOR FRAME DIRECTLY TO MASONRY PLASTER OVER GRADE I 8" CMU D FELT PAPER BACK T 1/21GYP. WL. BD.%GALE- J/41-11UI METAL LATH OVER 2—STORY APPROVED HOUSE WRAP WOOD BASE OR GRADE Ilp II FELT ° FIRST FLOOR BLOCK SECOND � ►: a PAPER (INSTALL �� rl��s PACs.) 4 1 NOTE. SHEATHING MUST 1AFLOOR FRAME a NOT BREAK I'-0` MIN. 811 Gl'PsUM BOARD OR 211 SCALE. 3/4`=1'-0` A° FROM 2ND FLR LINE HIGH STRENGTH CLG. ° a I BOARD ° 2x4 CONT. e TOP AND BT. OF FLR TRUSS (TOP 2x4 CONC. FILLED LINTEL BLK 16 O.S.B. SHEATHING OR 2" GDX SUPPORTS BT PLATE OF - W/ (1) #5 REBAR CONTINUOUS 2x STUDS e 1(o" O.C. MAX W/ PLYWOOD. ATTACHED PER 2ND FLR, BT. IS FOR WALL R-11 BATT. INSUL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS 1611 O.C. MAX W/ I ill SHEATHING NAILER) PRECAST LINTEL i/16 O.S.B. OR 2 CDX 3'I T G SUBFLOOR GLUED D5 R-11 BATT. INSUL. MIN. WINDOW ATTACHMENT AS AND NAILED AS PER 8 THICK, 3 COAT CEMENT T 4 G SUBFLOOR GED LUT't'VEK BUILDING WRA WEEP SCREED PER MANUFACTURER PLASTER APPLIED TO METAL AND NAILED AS PR E PAPER BACK (SEE DETAIL 2A) SPECIFICATIONS NAILING SCHEDULE LATH OVER 2 LAYERS OF NAILING SCHEDULE GALV'D MTL. LATH (1) REBAR VERTICALLY GRADE D BUILDING PAPER 1/0" TEXTURED EMBED. STRAP VERIFY W/ GONG. POUR CELL OR PAPER BACKED LATH _ FINISH e WOOD W/ TRUSS PLAN PRECAST SILL Woop OVER AN APPROVED HOUSE �: WEEP SCREED 1x2 P.T. FURRING STRIPS WRAP CONSTRUCTION ff 2II THICK, 2 GOAT GEMENT a f PLASTER APPLIED e 16" O.C. 2x4 CONT. TOP AND BT. OF _ z IL DIRECTLY TO MASONRY S" CMU FLR TRUSS (TOP 2x4 N I -� 1/2 GYP. WL. BD. SUPPORTS BT PLATE OF 2ND PRE -ENG FLOOR TRUSS WEEP SCREED WOOD BASE PRE -ENG FLOOR TRUSS FLR, BT. 2x4 IS FOR WALL S CMU (SEE DETAIL 2A) SIMPSON HETA-1(c EMBED. SHEATHING NAILER)811 GYPSUM BOARD OR 211 1/2" TEXTURED a STRAP e 32" O.C. MAX VERIFY WEEP SCREED HIGH STRENGTH CLG. FINISH e MASONRY' ° W/ TRUSS PLAN (SEE DETAIL 2A) a BOARD EMBED. STRAP VERIFY i 8" GYPSUM BOARD OR 21I W/ TRUSS PLAN LONG_ FILLED LINTEL BLK ° ° HIGH STRENGTH CLG. BOARD 211THICK, 2 COAT GEMENT W/ (1) REBAR CONTINUOUS d d PLASTER APPLIED WEEP SCREED DIRECTLY TO MASONRY 2—STORY GABLE W/ VAULT FLOOR CONNECTION AT PARALLEL/ DETAIL C WOOD TO FIRST FLOOR BLOCK 2 PERPENDICULAR PRE ENG FLOOR TRUSS LOCK CONNECTION T B SECOND FLOOR FRAME SCALE: 3/4`=I'-0` SCALE: 1 1/2"=l' -O" SCALE: 3/4`=1'-0` A R C H I T E C T S Design Grour1n c . .1 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 -851 Tr PROJECT# 1703.00 MODEL: "1'55" GARAGE SWING: LEFT PAGE: O NO LITHIC 2—STORY WALL SEC'T'IONS ARCHITECT: STATE OF FLORIDA JAMES CANTWELL AR , O 12079 (I)ATE: 09/08/09 SCALE: 1/4"=1'-0" SHEET L) A OF A R C H I T E C T Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 00 SVBDIV. & LOT: TUSCA SOUTH LOT X51 PROJECT# 1703.00 MODEL: "1755" GARAGE SWING: LEFT PAGE: misc. DETAILS ARCHITECT: STATE OF FLORIDA t'4 0 0-z'/ I JAMESCANTWELL NO 12079 DATE: 09/08/09 SCALE: 1/4"=1'-0"