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Home My WebLink About2567 Vineyard Cir (a)ECENE'O OCT 2 2009 CITY OF SANFORD BUILDING &FIRE PREVENTION PERMIT APPLICATION Application No: rr i D i- Documented Construction Value: $ Job Address: C�J� o- �i (1C' �_ rC 1 �''� ,Y Historic District: Yes ❑ No JZ Parcel ID: - \q - J00DO -0 0 Zoning: Description of Work: F—f f_CA Q i SDYL\ S F Plan Review Contact Person: 7 Wr11Title: P2YCY11 YC�. Phone: Fax: SLID- �)W 2_1 3 E-mail: dnb1 dr hor r1. Com Name Property Owner Information . 0 . dor �r1 1 nC�-IU • $SO 520 Phone: Street: 5255 TS�1 at H\10 . # (SW Resident of property? City, State Zip: Of k ax x6o � P IST'I'LL Contractor Information Name �cutn Q__ Phone: L-AQ1-- L- U - LI3Lb l Street: T: C-, . L-J!!e HV 00C) Fax: ?)C)y • (4 2-1-03 City, State Zip: Car k3_n0o'1:7 32�i Z2 State License No.: C (bC 1 U-5 Z-�-l2- {{�� Architect/Engineer Information Name: •eJ �eS n C-IYOVo .Inc. Phone: LAO -l' TlA- L-AQ) street: ILL I n QZ 0n0J0 I, f) y3kul. Fax: LAD -1 -119 • '- DA R City, st, Zip: �r0c�� .C- _ISO E-mail: Wal` a%�eS G Q.COr Bonding Company: I o'_ Address: Building Permit Square Footage: No. of Dwelling Units: Electrical ❑ New Service - No. of AMPS: Mortgage Lender: Address: PERMIT INFORMATION n 1 C` Construction Type: y'�r No. of Stories: Flood Zone: /\ Mechanical 0 (Duct layout required for new systems) Plumbing ❑ New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: T RI N T P Lfl FRAI,4E BY OTHERS I 0 co Trusses shown on this layout are a component part of the building and show truss location. Proper erection, temporary and permanent bracing design are the responsibility of the building de— signer or his engineer . Lateral bracing shown on the in— di^;idual truss drab^rings must be placed during the "IJJ Tit ry` erection procedure. JOB NO. DYA r 11EOF ADDRE=SS; SUBDIVISION. APPROVED TRUSS ANCHOR BY BUILDER, 2x4 iv1INIMUk1 TOP and BOTTOM CHORDS PLUMB CUT OVERHANG STANDARD HEEL HEIGHT 37-1- 10 NONCONCURRENT POUND LOADING 12 J n a t — — V-0 DRG. UNLESS NOTED OTHERWISE TYPICAL TRUSS END DETAIL ALL HANGERS USP OR SIMPSON HUS26 UNLESS NOTED A B C NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: r i i) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIkIENSIONS, CONDITIONS, AND TRUSSES, TRUSSES WILL BE MADE III STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "BCSI--B1 Summary Sheet I COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING ivIETA1_ PLATE CONNECTED WOOD TRUSSES" (TPI). 4.) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPIED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGiviT. I 1 -11 -LE i DATE r All spacing is 24 O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM 11 -IIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawingssupercede labeling of trusses. It is the responsibility lof the builder to utilize engineered drawings when erecting trusses. I WARNING I ERECTION BRACING IS NOT 111E RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER, i NOR RUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE "BCSI-01 Summary Sheet COMMENTARY I and RECOMMENDATIONS for HANDLING, INSTALLING Fa BRACING METAL PLATE CONNECTED WOOD TRUSSES" (1PI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND I PLUMB POSITION IMIERE NO SHEAIIIING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY SHALL BE BRACED AS SPECIFIED Ott THE TRUSS DESIGN. j1RUSSES SHALL BE HANDLED M li REASONABLE CARE DURING ERECTION TO PREVHIT DAMAGE. 1RUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. �. TRUSS COMPANY WILL SUPPLY ALI_ TRUSS TO TRUSS HARDWARE CONNECTIONS FOR REAC11014S UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEVFLD, NO f�1 HANGER IS SUPPLIED, CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS, ASCE7-05 WIND and GRAVITY CRITERIA Exposure Category C Bldg Category : 2 Wind Design Velocity : 110 MPH Irnp, Factor : 1.00 Mind Load Duration Factor : 1.33 Mean Roof Height : 15 ft. Stephen W. Wafter Strict Frig Jr54395 492.2 Dycr Blvd WD, FIL 33407 561-848-6646 IR 06/1809 F.B.(iimv drawings for Orlando i I S !I , SOU1,TIFRN (561) 848-6646 J Dl lG PR�T� _CTS 4922 Dyer Boulevard West Palm Beach, ,Ft_ 33407 CUSTOMER: ' �' 01, LOT/BLK/SUBD: w 1970 EEEV.A a B _uf\1I1- SCALE: A DAIS: DRAY,14 BY: DRAYdr�G NUrdDER: 3/tr,"-1'-0', ;'?i;/09 [= C I I x1970-L� FOR: T / AO V1114,1171.0 CrrttoloTOIL co,17L CBC1 252212 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 5850 T.G. LEE BLVD. SUITE 600 ORLANDO, FL, 32822 TEL: (4 0 7) 850-5200 FAX: 4 0 7 850-5300 DESIGN CRITERIA: -COVER PAGE ABBREVIATIONS GN- GENERAL NOTES REVISIONS -FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL W/2009 SUPPLEMENT FLORIDA FIRE PREVENTION CODE • NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION • ALL LOCAL AND STATE CODES • OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS B • BASIC WIND SPEED — 120 MPH (M/S) • 1—STORY RESIDENCE — • 2 -STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. AD ADJ. ALT. AMP. BD. CL CAB. CLG. CLR. CONC. CPT. C.T. D. DBL. D.G. DIA. DIM. DISP. DP. DR. D.S. DTL. D.W. EA. ELEV. EQ.DESIGN EXH. EXT. F.G./FX. F.G. FIN. FLR. FLUOR. FR.DR. FTG. GAR. DISP. GL. GYP. BD. H.B. H.C. HDR. HGT. OR HT INSUL. INT. ABOVE ONING AD ADJUSTCONDITABLE ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE CABINET CLEARG CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED FUEL GAASS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAV. LUM. M.C. MFR, MIN. M.T. MTD. MTL. O.C.N.T.S. PL P.B. PH. PLT. PLYWD. PR. P.T. R. RAD. R.A.G. REF. RM. R.O. S.C. S.D. S.H. SHT. SHTHG. SIIWR. Sim. SIM. SL. SL. GL. STD. sws TEMP. THK. T.O.C. T.O.P. T.O.S. TYP. U.N.O. V.P. W. W/ WD. WDW. W/H W.I. LAVATORY LUMINOUS MEDICINE CABINET'•2007 MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO ON CENTER SCALE PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SG SLIDIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON DATE DESCRIPTION 11�3�00FD�JFR_.�H E3 45E 1'10DEL CHANGES 4/20/09EVISIONS - REMOVE "E" 4 "F" ELEVATIONS PG PLUMB -CUT OVERHANGS, RAISE BRCS. HGTS. TO PLAN S'-8" ON °A" 4 115" ELEVATIONS 313 -ELEVATION "B" FRONT & REAR PG 413 -ELEVATION "B" LEFT & RIGHT PG 5AB-TRUSS PLAN ELEVATION "A" & PG 6 -ELECTRICAL PLAN PG D1 -FOUNDATION DETAILS PG a STATE OF FLORIDA PROFESSIONAL ARCHITECT : JAMES CANTWELL AR N 0 . 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 T el :4 0 7GA. \ Fax: (4 0 "7) 7 7 4 — 4 0 7 8G.F.I. DETAILS PG D3 -1 -STORY WALL SECTIONS SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 USED FOR: INCLUDE • CONCRETE MASONRY RESIDENTIAL • CONSTRUCTION WOOD FRAME CONSTRUCTION • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-02 D4-MISC. DETAILS PG D5-MISC. DETAILS SQ L�rP• i�AT (�. C� S SQ.FT. 11 l� L C til LIVING 191 Q 5Q. FT. GAF,AGE 40& 5Q. FT, ENTRY ELEV. "A" 4 "5" 24 SQ FT ENTR1' ELEV. "Cu 4 uDu 101 SQ FT TOTAL ELEV. "A" 4 IIE3" 2400 SQ. FT, TOTAL. ELEV_ nC 2403 SQ FT PATIO 3 5Q. FT. OPT. COV. PATIO 80 5Q. FT. 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 PG IC -WIND LOAD CALCULATIONS PG 2 -FLOOR PLAN PG 313 -ELEVATION "B" FRONT & REAR PG 413 -ELEVATION "B" LEFT & RIGHT PG 5AB-TRUSS PLAN ELEVATION "A" & PG 6 -ELECTRICAL PLAN PG D1 -FOUNDATION DETAILS PG D2-MISC. DETAILS PG D3 -1 -STORY WALL SECTIONS PG D4-MISC. DETAILS PG D5-MISC. DETAILS PERMIT # 10" It �DAiE:r,� C4(jotri m A R C H 1 T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F IV. 8e LOT:USCA oUTH O Tff-CT'# 03.00 MODE1.4 "1970" GARAGE SWING: RIGHT PAGE: COVER PAGE ARCHITECT: STATE OF FLORIDA JAM CANTWELL AR/NO 12079 J DATE: 09/08/09 scAZE: 1/4"=1'-0" SKEET c I 0r10 OFFIC E 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 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBC 2007 SECTION 8309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -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'/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 V- 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, AGI 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 530.11 ASCE 6, LATEST REVISION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/4 INCH AND NOT MORE THAN 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" X6" - 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: L #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 1/2" CDX PLYWOOD. 1/2" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 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'/4" PVC (SCHEDULE 40), INSULATED WITH'/2" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 8" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, %" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 f) ern®v nveei IRA nn A Or% UNULK 51 AIK F'KU I LU I IUN: 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. Y , A R C H IT EC TS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #:0003325 SUBDIV 8e LOT: TUSCA SOUTH LOT;�5r PROJEC T# 1703.00 MODEL.: "1970" GARAGE S WING: RIGHT PAGE: GENERAL NOTES ARCHITECT STATE OF FLORIDA CANTWELL NO 12079 DATE: 09/08/09 SCALE: SHEET OF GNI Iv iTiINW-Ax 1 CONC. 4 11 D1 SLAB D1 D1 14'-0" &'-m"/21-011, FOUIlDA'TION PLAN-ELEV, 99 A 99 & 99 B 99 14' r 11 42 U5 LAV. y1, I ° - J L v. )El W 40X4td� �'a `5HWR OPS'. OWNER'S BATF 241`X24"X12" CONC. ■ I PAD W/3-#5 8AR5 E.W. ON CHAIRS MIN. 3" COVER (3-TYF) r ■ u -3 1/2" u W 0 4" CONC. SLAB " 4 D1 ELEVATION "C" 2-f'-9" IO' -O" 2 -3 24"X24"X12" CONC. PAD W/3-05 5AR5 — — 4 1/2' E.W. ON CHAIRS MIN. 3" COVER 411 (2 TYf=,) I SLA5 1/2" aCOV. PORCH 95D 99 A R C H 11 T E C T S Design Group �nc. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: TUSCA SOUTH Y5 LOT2 PROJECT# 1.703.00 MODEL: "19x70" GARAGE SWING: RIGHT PAGE: FOUNDATIO PLAN ARCHITECT: STATE OF FLORIDA Sep 0 9 JAMESJJ�ANTWELL AR N0 12079 DATE: 09/08/09 SCAT :1/4"=1'-0" SHEET OF '�' r7'1_lp,11 DOWEL PLAN ELEVATION„4„ & „B„ i rj-�ELEV"9TION "C" &�"D" A R C H IT E C T S 1441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: TUS C A SOUTH LOT#5? PROJECT# 1703.00 MODEL: 1970" GARAGE SWING: RIGHT PAGE: DOWEL PLAN r ARCHITECT: TATE OF FLORIDA SQA 0 JAMS CANTWELL A / O 12079 rDAT;: 09/08/09 SCALE: 1/4"=1'-0" SHEET 1AOF �� SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U—LINTELS 8" PRECAST & PRESTRESSED U -LINTELS LINTEL NO. TF LENGTH ELEV. ATF=E 4115" ELEV.G" 4"D" GRAVITY GRAVITY I1'-4' 81=28-15AT SF40-15/1T LATERAL TYPE 8178-I 8F8-05 16-0 0-0 4- 28-0 32-0 LENGTH 8U8 8-2 12-2 16-2 20-2 4-2 28-2 e4=32 -2T �8 8F8 BFB -113 OF16-i5 SF20-1S SF24-15 81=28-15 5F32-15 4101 5332 3166 E4413 6039 1526 9004 10412 11936 2'-Ila"134') PRECAST 2302 L 11 4'-6' SF24-05AT 5F16 -05/1T L 12 2021 2021 L 13 2121 2184 3166 6039 1526 9004 10412 11936 1351 2165 3138 4689 6001 1315 8630 9941 3'-6' C42') PRECAST 2802 3412 4982 6412 1941 9416 10818 5453 1251 1251 3166 4413 6039 1526 9004 10412 11,536 4'-0' 148') PRECAST 2029 2325 2496 3461 4438 5410 6384 '1358 5381 6245 2646 4413 6039 1526 9004 10412 11936 4'-6' (54') PRECAST 1651 1181 1913 2651 3403 4149 4896 5644 3251 4010 2110 4021 6039 1526 9004 10412 9668 2435 3111 1223 1301 1809 2311 2826 3336 3846 5'-4' C64') PRECAST 1184 2141 3315 4010 4648 3812 4522 5'-4' (64') PRECAST 822 882 1665 2889 5051 6096 5400 6424 1450 1393 1000 1059 1414 1889 2304 2121 3131 5'-10"170') PRECAST 1312 1212• 1351 1930 2505 3084 3665 4241 1459 2464 4144 5458 4431 5280 6122 PRECAST 418 1255 L. 3263 2146 3358 3911 4585 3563 4151 1255 2101 3396 5260 1134 8995 6890 2169 3290 1029 1615 2385 1994 2439 2886 3333 Z'-6" (90') PRECAST -16-1 3216 3132 2618 3595 2815 959• 912 1415 1914 1029 Ib -15 2610 3839 5596 6613 5041 9'-4' (112') PRECAST 573 632 1049 1469 1210 1482 1154 2021 990 1029 168 1212 1818 2544 3469 4030 3121 'RECAST BOr 482 802 1 1125 915 1122 1328 1535 10'-6'(126') PRECAST 4r6 801 155 1192 1550 1910 2211 2634 658 1025 1514 2081 2114 3130 2404 1131 396 598 935 1365 1854 2355 1193 2015 I1'-4' (136') PRECAST 445 666• 439 6% 899 1104 1309 598 935 1365 1854 2441 3155 4044 545 864 1254 1689 2014 1510 1818 12'-0" (144') PRECAST 414 1595 1896 2198 60l• 400 631 555 864 1254 1693 2211 2832 3590 421 1261028 1331 1635 1224 1418 13'-4' (160') PRECAST 362 486 SIB 1209 1514 1199 2086 485 148 10-16 1438 1855 2343 2920 381 648 919 1190 1462 1081 1260 14'-0"(168') PRECAST 338 398 513 409 682 1004 1361 1631 1891 455 1 100 1003 1 1335 1114 1 2153 2666 PRESTRESSED N.R. NR NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3165 629 922 NR NR NR NR NR NR NR (184') PRI=STRESSED N.R. 591 124 851 990 14'-8' (Il6') PRE57RESSED 420 695 1250 1855 2310 2890 3410 243 NR NR NR NR NR NR NR 11'-4' (208")PRESTRE55ED NR. 228 218 430 553 Gil 801 925 310 1 530 950 1400 1800 2200 2600 19'-4'(232') PRESTRESSED N.R. NR NR NR NR NR NR NR 1381 1616 240 400 150 1090 1400 1120 2030 21'-4' (256 ") PRESTRESSED N R NR NR NR NR NR NR NR 649 814 183 330 610 940 1340 1180 2110 22'-0'(264')P5E5TRE55ED N R NR NR NR NR I NR NR I NR 1(D0 300 510 810 1250 1660 1910 16523-B NR NR NR NR NR NR NR 24'-0r288') PRESTRESSED NR 186 218 356 433 512 590 21'-4' (256')PRESTRESSED 130 240 410 120 1030 1350 1610 8" PRECAST & PRESTRESSED U -LINTELS 'REDUCE VALUE 5T 25%6 FOR GRADE 40 FIELD REEIAR 8" PRECAST W/ 2" RECESS DOOR U -LINTELS 41111m, LINTEL NO. TF LENGTH ELEV. ATF=E 4115" ELEV.G" 4"D" UPLIFT GRAVITY I1'-4' 81=28-15AT SF40-15/1T LATERAL 7YP 8178-I 12 -IT 16 -IT 20 -IT 24-I 28 -IT 8F32 -IT 81 30-05 LENGTH LENCsTII 8-2 12-2 16-2 20-2 4-2 28-2 e4=32 -2T �8 8F8 OW22-15 2121 2818 4101 5332 6569 1811 9055 3954 4929 2'-10"(34') PRECAST 6880 4'-4' (52') PRECAST 1489 L 11 4'-6' SF24-05AT 5F16 -05/1T L 12 2021 2021 L 13 2121 2184 3981 5190 6401 1630 8851 10818 4'-6' (54') PRECAST 1351 2165 2289 3260 4231 5219 6204 1192 853 853 3'-6' (42') PRECAST 3412 4982 6412 1941 9416 10818 5453 1251 1251 1602 2165 2215 3165 4125 5091 6061 1 603 4'-0'(48') PRECAST 1818 1989 2832 3680 4532 5381 6245 938 938 6412 1818 1925 2150 3583 4422 5264 6110 1449 1924 4'-6' (54') PRECAST 1660 1162 2501 3251 4010 4161 5525 721 127 5'-10" (10') PRECAST469 1660 1105 2435 3111 3913 4658 5406 6516 5450 6411 1393• 1484 2110 2141 3315 4010 4648 3812 4522 5'-4' (64') PRECAST 822 882 1513 2042 2513 3101 3642 505 505 1393 1431 2050 2610 3293 39 20 45 49 i61 1212• 1351 1930 2505 3084 3665 4241 PRECAST 164 418 418 3609 1212 1315 1815 2441 3010 3563 4151 1253 1011 1342 1141• 1200 1133 2250 2169 3290 3812 101 887 9'-8' (116') PRECAST 1141 1162 1684 2192 2103 3216 3132 2618 3595 2815 959• 912 1415 1914 2354 2191 3240 Z'-6" 190') RECAST 591 to 51 990 1029 1466 1901 2351 2191 3245 'RECAST BOr 612 980 1269 1560 1852 2144 454 630 801 155 1192 1550 1910 2211 2634 10'-6"(12(o') PRECAST 116• 498 1 193 1021 1261 1496 1131 396 493 116 611 1039 1389 Illi 2034 2358 666• 439 6% 899 1104 1309 1515 11'-4' C136') PRECAST 363 556 666 535 905 1295 1595 1896 2198 60l• 400 631 8161001 1186 1312 12'-0"C144') PRECAST 340 494 631 486 SIB 1209 1514 1199 2086 500• 340 532 686 841 99l 1153 13'-4' 1160') PRECAST 302 398 513 409 682 1004 1361 1631 1891 458• 316 493 635 lie 922 1065 14'-0"1168') PRECAST 286 360 548 318 629 922 1254 1561 1016, 243 295 459 591 124 851 990 14'-8' (Il6') PRE57RESSED N.R. 357 243 352 582 852 11561491- 1142 228 218 430 553 Gil 801 925 15'-4'(1&4') PRESTRESSED N.R. 32-f 228 329 542 191 1012 1381 1616 188 236 361 464 561 610 114 Il' -4' (208')PRESTRE55ED 188 216 449 649 814 1121 1389 N.R. 255 165 201 313 401 490 518 661 I9'-4' (232') PRESTRESSED N.R. 204 16523-B 383 550 136 940 1160 145 186 218 356 433 512 590 21'-4' (256')PRESTRESSED N.R. 172 142 212 336 411 635 801 993 22'-O'(264')PRESTRESSED 140 180 268 343 418 493 568 N.R. 161 131 205 322 451 601 111 941 24'-0'(288') PRESTRESSED121 165 244 312 380 441 515 N.R. 135 124 186 290 408 538 680833 'REDUCE VALUE 5T 25%6 FOR GRADE 40 FIELD REEIAR 8" PRECAST W/ 2" RECESS DOOR U -LINTELS 41111m, LINTEL NO. TF LENGTH ELEV. ATF=E 4115" ELEV.G" 4"D" UPLIFT GRAVITY I1'-4' 81=28-15AT SF40-15/1T LATERAL TYP1=b-0 8Z6 -IT 5WIO-IT OW14-1T 81 18 -IT 8W22 -IT BRF26-IT SRF30-I OTtOM INFO INCs B RE RG PROVIDED IN LINTEL (VARIES) OWIO-0R 814- RF IB -0 OW22- 8 26- 81 30-05 LENGTH L 38 8r:F6-27 8WI0-2T 81RFI4-2T 8RFO-2T OW22-2T 8RF6-15 OW10-15 BW14-15 SWIS-113 OW22-15 8R-'26-16 OR -30-16 2413 3260 1591 3053 2982 3954 4929 5904 6880 4'-4' (52') PRECAST 1489 L 11 4'-6' SF24-05AT 5F16 -05/1T L 12 932 932 L 13 1244 1821 3412 4982 6412 1941 9416 10818 4'-6' (54') PRECAST 1351 1449 2182 2114 3600 4481 5315 6264 853 853 1102 3412 4982 6412 1941 9416 10818 5453 832 1602 1550 2058 2566 3015 3585 5'-8' (68") PRECAST 185 5'-8' (68') PRECAST 1153 2162 4014 6412 6516 5814 6839 2351 2918 115 1500 1449 1924 2400 2816 3352 5'-10" (10') PRECAST 135 2965 3581 4198 5'-10" (10') PRECAST469 1103 2051 3811 6412 6516 5450 6411 896 1099 901 Irbil 2933 2516 3223 3812 4522 6'-8' (SID') PRECAST 822 882 1513 2042 2513 3101 3642 830 1100 901 ]roil 2933 4100 6130 8111 6101 i61 1311 2252 1958 2451 2944 3439 190') PRECAST 665 i'-6' (90') PRECAST 164 1311 2329 3609 5492 6624 5132 1162 2225 420 634 1253 1011 1342 1614 1886 (116') PRECAST 311 1413 1104 1995 9'-8' (116') PRECAST 535 928 1491 2119 2618 3595 2815 8" PRECAST W/ 2" RECESS DOOR U -LINTELS •KCVUC:t YALUt WT ]7I& I -VK C3KAVt 4V t-ItLV KtSAK - 1) MATERIALS I. f'c precast Ilntels = 3500 Joel. 2. f'c prestressed lintels = 6000 pal. 3. f'c grout = 3000 pal w/ maximum 3/8' aggregate. 4. Concrete masonry units (CMU) per ASTM C-90 w/ minimum net area compressive strength = 1900 pal. 5. Rebar provided in precast lintel per ASTM A615 GR&C. Paid rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 210 low relaxation. i. 1/32 wire per ASTM A510. 8. Mortar per ASTM C210 type M or S. 35-5H ARCHED TOP ED ONO 99 9 9 99 99 A BEARING HEIGHT THROUGHOUT ELEVATION "A" 4 "13" GENERAL NOTES I. Provide full mortar head and bed points. 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 11'-4' and longer with a nominal height of S' 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 maaonry units S. Safe load ratings based on rational design analysis per ACI 318 and AGI 530 13 LINTEL NO. TF LENGTH ELEV. ATF=E 4115" ELEV.G" 4"D" UPLIFT L 1 I1'-4' 81=28-15AT SF40-15/1T LATERAL TYPE 8Z6 -IT 5WIO-IT OW14-1T 81 18 -IT 8W22 -IT BRF26-IT SRF30-I OTtOM INFO INCs B RE RG PROVIDED IN LINTEL (VARIES) L 3 LENCxTH L 3A SRU SRF L 38 8r:F6-27 8WI0-2T 81RFI4-2T 8RFO-2T OW22-2T 6-2 8;730-2 L 6 4'-,v' SF24-05/IT SF16-05/1T 1244 1513 2413 3260 4112 4961 5825 L 9 4'-6' SF24-05/IT SF16-05/1T 4'-4' (52') PRECA5T L lm 4'-6' SF24-05/IT SF16-05/1T L 11 4'-6' SF24-05AT 5F16 -05/1T L 12 932 932 L 13 1244 1519 2339 3110 4008 4850 5696 4'-6' (54') PRECAST 1192 15012311 3121 3931 4156 5511 853 853 1192 1455 2240 3036 3831 4643 5453 924• 1112 1195 2423 3055 3689 4325 5'-8' (68') PRECAST 501 501 924 1132 1141 2351 2918 3603 4230 896• 1138 1142 2352 2965 3581 4198 5'-10" (10') PRECAST469 469 896 1099 1690 2288 2891 3491 4106 6'-8' (801) PRECAST ll8 882 1513 2042 2513 3101 3642 830 1100 118 956 1468 1981 2509 3035 3563 688 691 1325 1810 2280 2153 3221 i'-6' (90') PRECAST 110 941 688 849 1302 1162 2225 2690 3151 533• 433 808 1123 1413 1104 1995 9'-8' (116') PRECAST 516 614 5331-21 1009 1369 1128 2088 2450 •KCVUC:t YALUt WT ]7I& I -VK C3KAVt 4V t-ItLV KtSAK - 1) MATERIALS I. f'c precast Ilntels = 3500 Joel. 2. f'c prestressed lintels = 6000 pal. 3. f'c grout = 3000 pal w/ maximum 3/8' aggregate. 4. Concrete masonry units (CMU) per ASTM C-90 w/ minimum net area compressive strength = 1900 pal. 5. Rebar provided in precast lintel per ASTM A615 GR&C. Paid rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 210 low relaxation. i. 1/32 wire per ASTM A510. 8. Mortar per ASTM C210 type M or S. 35-5H ARCHED TOP ED ONO 99 9 9 99 99 A BEARING HEIGHT THROUGHOUT ELEVATION "A" 4 "13" GENERAL NOTES I. Provide full mortar head and bed points. 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 11'-4' and longer with a nominal height of S' 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 maaonry units S. Safe load ratings based on rational design analysis per ACI 318 and AGI 530 13 BFI(o - 0E5/1T 8F16 -15/1T 8RF3�-O�/1T SF32-05/1T SF32-18/7 4 ILS►T® RT LINTEL SCHEDULE LINTEL NO. TF LENGTH ELEV. ATF=E 4115" ELEV.G" 4"D" COMMENTS L 1 I1'-4' 81=28-15AT SF40-15/1T .• :°� • • L 2 4'-4" SRF22-0B/1T SRF30-05AT OTtOM INFO INCs B RE RG PROVIDED IN LINTEL (VARIES) L 3 5'-4" SRF22-05/1T N/A L 3A 4'-61 N/A SF16-65/1T L 38 4'-6' N/A SF16-05/IT L 4 4'-6' SF24-05AT SF1ro-05/IT L 5 41-&4 SF24-015AT SF32-015/IT L 6 4'-,v' SF24-05/IT SF16-05/1T L 1 4'-6' 8F24-05/IT SF16-05/1T KWA 0 -6" SF24-05/IT SF32-05/1T L 9 4'-6' SF24-05/IT SF16-05/1T L lm 4'-6' SF24-05/IT SF16-05/1T BFI(o - 0E5/1T 8F16 -15/1T 8RF3�-O�/1T SF32-05/1T SF32-18/7 4 ILS►T® RT LINTEL SCHEDULE LINTEL NO. TF LENGTH ELEV. ATF=E 4115" ELEV.G" 4"D" COMMENTS L 1 I1'-4' 81=28-15AT SF40-15/1T .• :°� • • L 2 4'-4" SRF22-0B/1T SRF30-05AT OTtOM INFO INCs B RE RG PROVIDED IN LINTEL (VARIES) L 3 5'-4" SRF22-05/1T N/A L 3A 4'-61 N/A SF16-65/1T L 38 4'-6' N/A SF16-05/IT L 4 4'-6' SF24-05AT SF1ro-05/IT L 5 41-&4 SF24-015AT SF32-015/IT L 6 4'-,v' SF24-05/IT SF16-05/1T L 1 4'-6' 8F24-05/IT SF16-05/1T L 8 0 -6" SF24-05/IT SF32-05/1T L 9 4'-6' SF24-05/IT SF16-05/1T L lm 4'-6' SF24-05/IT SF16-05/1T L 11 4'-6' SF24-05AT 5F16 -05/1T L 12 4'-6' gr-24-mB/IT 81716-05/1T L 13 4'-6' P-r24-05/IT SF16-05/1T ELEVATION 99 C 99 99 D 99 9'-4" BEARINIG NEIGPT THROUGHOUT ELEVATION "C" 4 "D" 1LINTEIL SuH EDULE SAFE LOAD TA5LE NOTES 1. All values based on minimum 4' bearing. Exception! Safe loads for unfilled TYPE DESIGNATION lintels must be reduced by 209. if bearing length is less than 6-1/2'. Safe loads for all recessed lintels based on 6' nominal bearin F =FILLED WITH GROUT / U =UNFILLED 0 Q 2. N.R. = Not Rated. QUANTITY OF "5 RE5AR AT 3. Safe loads are total superimposed allowable load on the section speciFled. ip BOTTOM OF LINTEL CAVITY 4. Safe loads based on grade 40 or grade 60 field rebar. F 'n 5. Additional lateral load capacity can be obtained by the designer by providing_ addlonal reinforced masonry above the precast lintel_ OF 1 _ 15/1 6. One 01 rebar may be substituted for two 05 rebars In 8' Ilntels only. The designer may evaluate concentrate loads from the safe load tables b 1. d l g y y J J ul FU Q z F O z `� "5 RE13AR AT TOP MIN. (l) REQ'D 1-1/2' CLEAR C.M.U.g CxROUT TOM OF-LINTELCAVIAR AT TY F 'O• . ; +' ,r ' " .• :°� • • NOMINAL WI tH L D QUANTITY OF "5 calculatin the maximum resisting moment and shear at d-awa from the Face of support. U g g y pp B. For composite lintel heights not shown, use safe load from next lower height. NOMINAL HEICsHT RESAR AT 70P 9. All safe loads in units of pounds per linear Foot. 8' OTtOM INFO INCs B RE RG PROVIDED IN LINTEL (VARIES) 1-5/B'ACTUAL NOMINAL WIDTH A R C H IT E C T S Des"oprn�.gn Gr 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SVBDIV. & LOT: TUSCA SOUTH LOT# 52 PROJECT# 1703.00 MODEL'. "1970" GARAGE S WING: RIGHT PAGE: LINTEL SCHEDULE ARCHITECT: STATE OF FLORIDA ��A o 9eUn JAMES OANTWELL AR NO 12079 DATE: + 09/08/09 SCALE: 1/4"=1'-0" SHEET OF, 0 O C ELEVATION „A;, & „ B„ 5'-5" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "5" LUHEN CALCULATING WEND PRESSURES ON A GARAGE DOOR, FLORIDA BUILDING CODE, 2004 ALLOWS THE PRESSURES TO 5E AVERAGED WHEN THE OPENING IS PARTIALLY LOCATED IN 50TH ZONE 4 AND ZONE 5 WIND PRESSURES ARE BASED ON WIND SPEED=120MPH (3 SECOND GUST) IMPORTANCE FACTOR=1.0 EXPOSURE CATEGORY=5 MEAN ROOF HEIGHT=LESS THAN 30 PT. FOR AN ENCLOSED 5UILDING 1i1 -nil PERCENTAGE OF AREA WITHIN ZONE 4: A4=11.33=16=0.71W PERCENTAGE OF AREA WITHIN ZONE 5: A;=4.66= 16=0.29 ft' AVERAGE POSITIVE PRESSURE ON GARAGE DOOR: p = 21.8 (0.9) + 21.8 (0.10) = t9.62+2.19 = 21.8 psf AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR: p = -24.0 (0.71) + - 26.5(0.29) _ -17.0 + (-7.7) _ -24.75 psf. AVERAGE GARAGE DOOR PRESSURE: p=21.8/-24.8 i 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 1 112 16'-0 X 1'-0 GARAGE DR. 5 18.3/ -22.4 21.8/ -26.1 2 20 3065 DR 4 20.0 / -22.6 24.1/ -26.'3 3 22 35-5H ARCHED TOP 4 20.1/ -22.5 ELEV. "All 4 115" 246/ -265 4 11 25 -SH EGRESS 4 21.1 / -22.9 25.1/ -21.3 5 10 23-5H 4 26 1.8/ -23. 25.9/ -28.1 6 11 25 -SH 4 21.1 / -22.9 25.1/ =27.3 1 11 25-5H 5 21.1 / -20.0 25.0/ -33.1 5 33 5'-0" X 6'-S" S. G. D. 4 20.2/ -22.0 24.0/ -26.3 g 11 25 -SH EGRESS 4 21.1 / -22.9 25.1/ -21.3 10 11 25-5H EGRESS 4 21.1 / -22.9 25.1/ -2-1.3 11 11 25 -SH EGRESS 4 21.1 / -22.9 25.1/ -21.3 12 11 25 -SH EGRESS 4 21.1 / -22.9 25.1/ -21.3 13 11 25 -SH EGRESS 4 21.1 / -22.9 25.1/ -21.3 14 19 26 -SH 4 20.9/ -22.-1 ELEV. "r -" 4 "D" 24.8/ -21.0 15 19 26 -SH 4 20.9/ -22.1 ELEV. licit 4 °DII 24.8/ -21.0 WIND LOA -D u"ALU""ULATIONS ELEVATION C 99 & 99 D 99 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 SUHDIV. & LOT: TUSCA SOUTH LOT#52 PROJECT# 1703.00 MODEL: "1970" GARAGE SWING: RIGHT PAGE: WIND LOAD CALCULATIONS ARCHITECT: STATE OF FLORIDA DATE: 09/08/09 SCALE: 1/4"=1'-0" SHEET I c OF' 1 0 a I a (DNICIIC DETAIL 11 g ITCHEN DETAIL m a ITCHEN DETAIL VRCH _DETAIL N 1 401-011 14'-4" 11'-411 2'-411 v 12'-011 16'-4" 13'-10"1.211 PATIO 1'-0" x 5'-011 5068 m ACTIVE I ,n N @ FAMILY ROOM S' -a" CLG. (CARPET) N I (q 2F2 -5H 25-5H KESS .I EGRE55 NI ) a) BDRM. 3 i 3-�, BDRIM. 2 5'-0` CLG. BF 6-6' CLG. (CARPET)I (CARPET) 3-0 I� @ BF. I I I m N I— I-6 ? - 5F. 6 m I Il' -4" ry 3 -SH 21-4° 2'-10" 8'-1011 14' - 811 X m BATH LAV BDRM. #4 �j S S CLG. „ TILE LINE (��'�(TILE) o al 8(CARPET) _ — — — — — — — — — — — — — — — — �J oo cn 3-0tt _I fk BF. do I STONE. ELEV. IIBII 4 IID II OPT. 1 I OPT. i `v W. II D ' NICHE 1 14' -CJ II 111 4'- 01 111 LIVING FOYER ROOM-' a' r (TILE) (CARPET)247 m —MT— @ I OWNER'S SUITE 5'-5" CLG. (CARPET) m 0. BATH Li- a, -all CLG. (TILE) w I � 2" STEEL PIPE— WH. BOLLARD GOND. 141-411 r22"X 54" —I ATTIC LACCESS J I91 _all GARAGE a'-8" CLG. ENTRY 161-011 X 11-0" O.H. 35 -SH ARCHED TOP N ELEV. ILII } II®I lik 4'-811 91_411 41_�II _/ II 12'-0" 161-011 4 14'-0" (0'-0" �J 20'-011 401-011 FLOOR PLAN ELEVATION „A„ „B„ 5'-5" BEARING HEIGHT THROUGHOUT ELEVATION "A" 4 "5" 0 H.B. 1-6 Lu iR-1sH I — NOOK a' -B" CLG.iy- (TILE) 01 W.I.C. 1 CLG. 1 fY (CARPET) — ^1 s 11-10 1910 406 4 } III 24 L 101 2'-2" 91-6" -0° In5I"o 4 IIF" 2400 2483 35 80 SQ FT 50. FT. SQ. FT. SQ. FT. \ I STONE. ELEV. IIBII 4 IID II OPT. 1 I OPT. i `v W. II D ' NICHE 1 14' -CJ II 111 4'- 01 111 LIVING FOYER ROOM-' a' r (TILE) (CARPET)247 m —MT— @ I OWNER'S SUITE 5'-5" CLG. (CARPET) m 0. BATH Li- a, -all CLG. (TILE) w I � 2" STEEL PIPE— WH. BOLLARD GOND. 141-411 r22"X 54" —I ATTIC LACCESS J I91 _all GARAGE a'-8" CLG. ENTRY 161-011 X 11-0" O.H. 35 -SH ARCHED TOP N ELEV. ILII } II®I lik 4'-811 91_411 41_�II _/ II 12'-0" 161-011 4 14'-0" (0'-0" �J 20'-011 401-011 FLOOR PLAN ELEVATION „A„ „B„ 5'-5" BEARING HEIGHT THROUGHOUT ELEVATION "A" 4 "5" 0 H.B. 1-6 Lu SQ.FT, CALC.' S LIVING GARAGE ENTRY ELEV. "All ILII IIE II ENTRI' ELEV. "C" 4 "D" 1910 406 4 } III 24 L 101 SQ. FT. SQ. FT. SQ FT 5Q. ET. TOTAL ELEV."All II{�II IIE II TOTAL ELEV. "C," {•4 IID" PATIO OPT. COVERED PATIO 4 IIF" 2400 2483 35 80 SQ FT 50. FT. SQ. FT. SQ. FT. 2'-1011 w LAV._ SIT. RM. ■ � I CCARPET) _ 0 0 N I 1 3-0 4 p/ 1 5F. ARCH -- O PT,�.S I T T I�N R �G �M X 1- LAV. N ® `� � KITCHEN 3 m �D Q I 8'-0" CLG. - (TILE) Li L t- RANGE , n N = 0 11 l 14'-4" 2- 4 m 4'-0"N\4 --- O—O — 3- 5F. WC. — DINING _ 0, ROOM a' -a" CLG. R/A A/C — (CARPET) cn 11'-011 31_011 ro I u '-1011 5'-4" _411 0� LAUNDR 0 I STONE. ELEV. IIBII 4 IID II OPT. 1 I OPT. i `v W. II D ' NICHE 1 14' -CJ II 111 4'- 01 111 LIVING FOYER ROOM-' a' r (TILE) (CARPET)247 m —MT— @ I OWNER'S SUITE 5'-5" CLG. (CARPET) m 0. BATH Li- a, -all CLG. (TILE) w I � 2" STEEL PIPE— WH. BOLLARD GOND. 141-411 r22"X 54" —I ATTIC LACCESS J I91 _all GARAGE a'-8" CLG. ENTRY 161-011 X 11-0" O.H. 35 -SH ARCHED TOP N ELEV. ILII } II®I lik 4'-811 91_411 41_�II _/ II 12'-0" 161-011 4 14'-0" (0'-0" �J 20'-011 401-011 FLOOR PLAN ELEVATION „A„ „B„ 5'-5" BEARING HEIGHT THROUGHOUT ELEVATION "A" 4 "5" 0 H.B. EXTERIOR MASONRY WALL BRG. HEIGHTS 01-011 BRG. 9' - 4 11 BRG. MODEL SPECIFICATIONS * GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNFIN5HED * WINDOW SILLS TO 5E OPTIONAL * MASTER AND 5ECONDARY BATH TO RECEIVE 36" MIRROR * VANITY MIRRORS TO 5E RA15ED OFF 5ACK6PLASH * ALL DOORS ARE 6'-5" HIGH UNLESS NOTED OTHERWISE. II ;llift� full 'S BATH 1-6 SQ.FT, CALC.' S LIVING GARAGE ENTRY ELEV. "All ILII IIE II ENTRI' ELEV. "C" 4 "D" 1910 406 4 } III 24 L 101 SQ. FT. SQ. FT. SQ FT 5Q. ET. TOTAL ELEV."All II{�II IIE II TOTAL ELEV. "C," {•4 IID" PATIO OPT. COVERED PATIO 4 IIF" 2400 2483 35 80 SQ FT 50. FT. SQ. FT. SQ. FT. EXTERIOR MASONRY WALL BRG. HEIGHTS 01-011 BRG. 9' - 4 11 BRG. MODEL SPECIFICATIONS * GARAGE DRYWALL TO BE TAPED, UNPAINTED, UNFIN5HED * WINDOW SILLS TO 5E OPTIONAL * MASTER AND 5ECONDARY BATH TO RECEIVE 36" MIRROR * VANITY MIRRORS TO 5E RA15ED OFF 5ACK6PLASH * ALL DOORS ARE 6'-5" HIGH UNLESS NOTED OTHERWISE. II ;llift� full 'S BATH JF - 30(08 I 26 -5H 2(o -5H ENTRY 91-411 CLG. ®- I Irnll 5'-V" 5'_411 31_11 �(lid 1_/ 11 I_Y��//11 I STONE "'.�' @ I I ELEV. #D '[r' 1'-4'I 11_ i{ 11 11 _411 11_211 11'-(0" 51_411 20 -1011 16 "X 16 " MASE w/SQ. TAPERED GOLU1"IN A8V 99 99 99 99 J (-�--/) ELEVATION C & D 9'-4" BEARING HEIGHT THROUGHOUT ELEVATION "C" 4 11D" I 6z2 -3 10'-0" 27'-S"-� I I x6 POST 1 I COVERED I [ PATIO 1 [ I I ( 5068 s.G.D. I ACTIVE gcov. 1 W, ARCH ITECTS Design Gurop Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUIBDIV. & LOT: TUS C A SOUTH L0T#512 PROJECT# 1703.00 MODEL: "1970" GARAGE SWING: RIGHT PAGE: FLOOR PLAN ARCHITECT: STATE OF FLORIDA JA S CANTWELL AR NO 12079 DATE: 09/08/09 SCALE: 1/4"=1'-0" 1i'AEET 2 OF 1-6 5F. y 2'-1011 w LAV._ SIT. RM. ■ � I CCARPET) _ 0 0 N I 1 3-0 4 p/ 1 5F. ARCH -- O PT,�.S I T T I�N R �G �M JF - 30(08 I 26 -5H 2(o -5H ENTRY 91-411 CLG. ®- I Irnll 5'-V" 5'_411 31_11 �(lid 1_/ 11 I_Y��//11 I STONE "'.�' @ I I ELEV. #D '[r' 1'-4'I 11_ i{ 11 11 _411 11_211 11'-(0" 51_411 20 -1011 16 "X 16 " MASE w/SQ. TAPERED GOLU1"IN A8V 99 99 99 99 J (-�--/) ELEVATION C & D 9'-4" BEARING HEIGHT THROUGHOUT ELEVATION "C" 4 11D" I 6z2 -3 10'-0" 27'-S"-� I I x6 POST 1 I COVERED I [ PATIO 1 [ I I ( 5068 s.G.D. I ACTIVE gcov. 1 W, ARCH ITECTS Design Gurop Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUIBDIV. & LOT: TUS C A SOUTH L0T#512 PROJECT# 1703.00 MODEL: "1970" GARAGE SWING: RIGHT PAGE: FLOOR PLAN ARCHITECT: STATE OF FLORIDA JA S CANTWELL AR NO 12079 DATE: 09/08/09 SCALE: 1/4"=1'-0" 1i'AEET 2 OF nKEYYSTONE H SCALE: 3/4'=1'-m' IT -4" BUILDING HGT.06 12 5 13'-0" BRCS. HGT.�, — — — — — �•`,�� 0 TEXTURED FINISH --r-CA- m 30" PECO. LOUVER AS SPEC. ICKET 30" DECO. LOUVER AS -All RAISED BAND (TYF.) 0'-0" FIN. FLR. I'=0" I 1' -0" I 0'-0" FIN. FLR. — — — — _ 0'-0" FIN. FUR. �0�® IPORCE REAR ELEVATION TEXTURED FiN15H A R C H I T E C T S 1 Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LAT: TUSOA SOUTH LOT "52 PROJECT# 1703.00 MODEL: "1970" GARAGE SWING: RIGHT PAGE: ELEVATION )) B)) FRONT & R E A.R ARCHITECT: STATE OF FLORIDA DAME CANTWELL A NO 12079 DATE: 09/08/09 SCALE: 1/4"=1'-0" MI IM O'—O" FIN. FDR. I O'—O" FIN. FLR. — — 1 OFF—RIDGE VENT OFF—RIDGE VENT ,2 5T —,.I- OFF—RIDGE VENT I No 1-41111 ' a' TEXTURED FINISH OFF—RIDGE VENT LEFT TEXTURED FINISH I• OFF -RIDGE VENT I w\11 MM w RUSH) I � N � 0 11 MY, ON L'Li I � I � M),) 00 1 OF -RIDGE VENT 0'-0" E31IRG. HGT. O' -O" FIN. FLR. l S'-8" SRG. NGT. a'-8" BRG. HGT. 2'-4" i O'—O" FIN. FLR. O'—O" FIN. FLR. 1 COV® PORCH LEFT SIM. A R C H IT E C T S D esi n ro u inc. 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 LO Tff— PROJECT# 1703.00 MODEL: 1970" GARAGE SWING: RIGHT PAGE: ELEVATION >> B>> LEFT & RIGHT ARCHITECT: STATE OF FLORIDA `I,l� Y19 "Iye") JAMS ANTWE A N'12079 DATE: 09/08/09 SCALE: 1/4"=1'-0" SAEET 'All H or IF- HEADER SPAN CHART UP TO CONNECTOR SCHEDULE SINGLE SIMPSON DES. UPLIFT GRAVITY FASTNER }- META -16 1450 ll) 10d x 1 1/2 I -PLY/ (6) 16d 2 -PLY tY Z (2) META -16 1985 (10) 10d x 1 1/2 1 -PLY Q MOO (14) 16d 2 -PLY V) Q HETA-16 1810 (9) 10d x 1 1/2 I -PLY/ (8) 16d 2 -PLY DBL 2 DBL 2 DBL 2 DPL 2 HETA-20 1810 (9) 10d x 1 1/2 I -PLY/ (8) 16d 2 -PLY AT EACH END OF HEADER (2) HETA-20 2035 (10) 10d x 1 1/2 1 -PLY 3 2500 (12) 16d 2 -PLY N MGT + 3965 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD I _ HGT-2 + 10,380 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (1(b) 10d TO WOOD HGT-3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENG=TH EPDXY (MIN. 12' EMBED), (1(o) 10d TO WOOD LTAI 1420 (12) 10d x 1-1/2' VGT 4940 (l) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4' X 3' TO WOOD (2)VUT (2-PLY/3-PLY) 1185/8890 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' TO WOOD MT5-12 1000 (14) 106 x 1 1/2 HTS -16 1150 (16) 10d x 1 1/2 HTS -20 1450 (24) 10d x 1 1/2 LSTA-12 ++ 925 (10) 10d LSTA-18 ++ 1235 (14) 10d V) MSTA-18 ++ 1315 (14) 10d IL Q M5TA-24 ++ 1640 (18) 10d (r MSTA-36 ++ 2050 (26) 106 N M5TI-36 3800 (36) 10d x 1 1/2 MSTI-48 5065 (48) 106 x 1 1/2 H6 950 (8) 86 TO PLATES, (8) Sd TO STUDS 5P4 885 (6) 10d x 1 1/2' TO STUDS A33 150 (4) 106 TO BEAM (4) 106 TO POST. HCP2 645 (6) 10d x 1-1/2' HIO 995 C16) ad x 1-1/1 ABU 44 2200 6665 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (12) *d TO WOOD V) ABU 66 2300 12000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG., (12)16d TO WOOD IY LTTI9 +++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONE, (8)10d TO WOOD 2 LTT205 +++ 1625 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY (MIN. T' EMBED.) IN CONC. (2) ' BOLT TO WOOD V Z HTT-16 +++ 3955 (1) 5/S' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) 1N GONG, (18)I6d X 2 1/2 TO WOOD Q HTT-22 +++ 4165 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (32A6d TO WOOD HHDQII-SDS 2.5+ 11,445 SCREWS(1) A.T.R_IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN GONG., (24)sDS a' x ' WOOD H 1 6480 (1) 1/8' AB. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN GONG. (3) ' STUD BOLTS TO WOOD MBHA 3.56/11.25 3415 5330 (I) 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 Cm.U. FACE, (18)10d TO BEAM V) Ld W13140 HU5C412 (WOOD) 3240 2510 (FLOG 00) Ibd TO HEADER (10) Ibd To WOOD (ROOF) 0 HUC410 (CMU) 1810 15OBB 18-1/4'x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU, (10) I06 TO WOOD Z a HIGH STRENGTH EPDXY = SIMPSON 'GET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN 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 18 REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. V) W F- +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' 0 0 A.T.R. 2 A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A517*1-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2009' , 'HIGH WIND -RESISTANT CONSTRUCTION G-HW05-R', T-ANGHORSPEG01, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-2009. HEADER SPAN CHART MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-m" TO SINGLE STORY APPLICATION 1= SIZE 4'-11 1/2" CLEAR SPAN DDL 2 DBL 2 DBL 2 DBL 2 x 6 x 8 x Im x 12 UP TO 5'-4" 5'-4" TO i'-®" -i'-O" TO 1011-011 lm' -O" AND OVER TWO STORE' APPLICATION DOWN STAIRS I 5UPP0RTING END OF HEADER 1 SIZE 3 CLEAR SPAN DBL 2 DBL 2 DBL 2 DPL 2 x 6 x 8 x 10 x 12 Uig TO 5'-0` 5'-0" TO 6'-4" 6'-4" TO 8"-0" 8'-0" AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-m" TO 8'-,a" U.N.O. 1= T3 4'-11 1/2" 1-11 1/2 AND UP NUMBER OF HEADER STUDS I I 5UPP0RTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 2 x 12 (#2 5YP) OSB NAIL (3) 126 Q 6"-8" O.G. TXP. 2x12 BM./HDR. FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMP50N STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, * TRU55 TO MASONRY/CONCRETE SHALL BE META -1(o * FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHAL L BE MTS -12 3 -TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND 5EALED DRAWINGS FOR LOCAT[ONS, f=ROFILE, ,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 2x4 1/16" O.S.B. ,,,-2x4 ALLOW FOR DRIP EDGE AT BOTTOM T`rP. FALeE 5E,41 SCALE: NTS cn, II II II II II II I II II II II II J II II = II II II II II II II II II II II II = J5 L-1 II II II II II IIT -L 11 — LA - Lj - Lj H7 1--113 — — — — — — — H15 H1� H19 — T1 — — — ............................... _ T1 — T1 - - T1 — — T1 — — T1 — — T1 — T1 — — T1 — — — — — T — 1 — — TI TI — T1 — — — — T1 = _ — _ T1 Tl T1 T1GE w T&GE T5 w 0 w 22" X 54" — I ATTIC I ACCESS Lu (X T4 3 J T4GE 2XIf1 BM TO &Xro POST I (2) M5TA-24 POST TO SLAB 45U -6/o JL HUC410 <� vvHUG410 11J/S-3�i6'X2' �� " W/8 -33%6"X2" TAPCONS (4 TAPCONS (4 `PER FLANGE) PER FLANGE)) COST T® PORCH IARCH ITECTS Design G rou prnc. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 SLTBDIV. & LOT: TUSCA SOUTH LOT#5? PROJECT# 1703.00 MODEL: "19x70" GARAGE SWING: RIGHT PAGE: TRUSS PLAN "A„ & "B" ARCHITECT: STATE OF FLORIDA DAME O NTWELL AR C O 12079 DATE: 09/08/09 .SCALE: 1/4"=1'-0" SHEET i A 01j OF- 14 2XTO 3M G EI 1= T3 =1 I I fQ — T3 In N I lY T3 I _ cx _ JL HUC410 <� vvHUG410 11J/S-3�i6'X2' �� " W/8 -33%6"X2" TAPCONS (4 TAPCONS (4 `PER FLANGE) PER FLANGE)) COST T® PORCH IARCH ITECTS Design G rou prnc. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 SLTBDIV. & LOT: TUSCA SOUTH LOT#5? PROJECT# 1703.00 MODEL: "19x70" GARAGE SWING: RIGHT PAGE: TRUSS PLAN "A„ & "B" ARCHITECT: STATE OF FLORIDA DAME O NTWELL AR C O 12079 DATE: 09/08/09 .SCALE: 1/4"=1'-0" SHEET i A 01j OF- 14 ELEGTRIGAL LEGEND SYMBOL DEFINITION NOTES DESCRIPTION 11OV OUTLET CKT WIRE VA LAUNDRY/WASHER OUTLET 1 12 110V OUTLET WI WIRED to E 15/1 2 14 SWITCH DISHWASHER 15/1 EQUIPPED WITH 14 I10V OUTLET GROUND FAULT GFI 4 INTERRUPTER �f f 6 220V OUTLET 4 WIRE CONNECTION 5 14 1500 DRYER EXTERIOR GROUND FAULT GF_I WATERPROOF RANGE 40/2 OUTLET INTERRUPTER 12000 SWITCH 30/2 11,13 SWITCH 3 -WAY OPER" A/C AIR HANDLER SWITCH 4 -WAY OPER n WALL A/C CONDENSER 30/2 MOUNTED 10 1v LIGHT 20/1 18,19,20 12 CEILING LIGHT 1965 SQ" FT" LIGHTING/RECEPTe 3 WATTS �- VAPOR 5895 `� PROOF VP LIGHT TOTAL LESS A/C LOADS 15T 10000 REMAINDER PER NEG -220-30 (B) A/H UNITS PER NEC -220-30 (C) (5) 1 RECESSED CALCULATION IF HEAT PUMP 15 USED TOTAL VA IN PANEL LESS A/C LOAD HEAT PUMP LOAD PER NEC -220-3042) 1005. TOTAL VA AMPS CAN I CFM PER VENT. FAN SQ_ FT. VENT. FAN I CFM PER W/L IGHT SQ_ FT. C� 2' LIGHT STRIP 4' LIGHT STRIP FLUORESCENT 2 -BULB WRAP LIGHT AROUND 2' FLUORESCENT 4' FLUORESCENT 4' TRACK LIGHT PANEL METER SMOKE BATT_ BACK-UP OO S.D. DETECTOR W/ HARDWIRE INTER - WALL BACK-UP MOUNTED W/ HARDWIRE S.D. SMOKE INTER - DETECTOR CONNECTED =RMN MONOXIDE/ BATT. BACK-UP W/ HARDWIRE 5/CO SMOKE DETECTOR INTFR- COMBO gyp( PENDANT �O( LIGHT TELEPHONE JACK WATER HEAT. WH DISCONNECT AIR COND. q/C DISCONNECT El TELEVISION JACK 7 G- Box REQUIRED TO BE SUPPORTED O J -Box IN ACCORDANCFE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING 2T L NG BOX FAN/LIGHT REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT INTERCOM SPEAKER PUSH- FOR Pg" BUTTON CHIMES * LOCATION OF TV JACKS t PHONE OUTLETS d FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) * 20 AMP DEDICATED LAUNDRY GIRCUIT. GFI Q ISLAND (NOT ON KITCHEN CIRCUIT) * DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL * 5ATHROOM EXAU5T FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT.(FBC 200i,1RESIDENTIAL CODE TABLE M15063) WP" GF I `ate PATIO FAMILY ROOM �Q PRE -WIRE CLG. FAN NOOK RHO w@ RANGE OPT. PRE -WIRE CLG. FAN I �}FRE-WIRE� CLC. FAN BDRM. 3 BDRM. 4 \� OSL - tD I I I f BDRM. 4 BATH 0 & �sD O / I o FFXFFI PRE -WIRE 2x6 CLG_ FAN q? W.I.C. _ I I O O.BATH 2 PRE -WIRE CLG. FAN GF I i I ~ OWNER'S 1 SUITE /C R A SAFETY PAN DINING // \ GFI ROOM /� 1-41 44° A.F.F. WH WH — — _ 2" STEEL PIPE�� U / BOLLARD 1 WALL MOUNTED LIGHT _ _ _ _ / 4 SWITCH IN ATTIC F OPT ' r OPT ' — — W. I I D. ' I I II I L-1 L l6— �\ KEYLESS LIGHT FIXTURE GARAGE i LIVING / ROOM (b CLG. OUTLET SITTINf, RM. FF I PRE-WIRE FAN 1 10 d d. SITTING RM. G r i ,_ 9 1 OPT. BATH "190-R LOAD INFORMATION DESCRIPTION CB CKT WIRE VA LAUNDRY/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 _l,9 10 5600 RANGE 40/2 8,10 8 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-i 10 3067 SMALL AFFIANCE CIRUITS 20/1 18,19,20 12 4500 1965 SQ" FT" LIGHTING/RECEPTe 3 WATTS 15/1 21 TO 29 14 5895 TOTAL LESS A/C LOADS 15T 10000 REMAINDER PER NEG -220-30 (B) A/H UNITS PER NEC -220-30 (C) (5) 38895 10000 1005. 28895 40% 11067 655. TOTAL VA AMPS 38895 10000 11558 1194 28-152 120 CALCULATION IF HEAT PUMP 15 USED TOTAL VA IN PANEL LESS A/C LOAD HEAT PUMP LOAD PER NEC -220-3042) 1005. TOTAL VA AMPS 21500 1106-i 32561 13(0 NOTES #6 COPPER OR #6 ALUMINUM IS ACCEPTABLE ON A 40 AMP BREAKER FOR THE RANGE_ O BEDROOM CKT5 TO HAVE ARC FAULT BRKS. COMBINATION TYPE REQUIRED / WP" GF I / ---- OPT. -- --------------- COACH -------- -----f�k ------- LIGHTS 4 SWITCH 1�V'/ LET ATI O N '9C 99 & 99D 99 -i METER (2) # 4/0 XHHW ALUMINUM CONDUCT z FEILD VERIFY (1) # 2/0 XHHW ALUMINUM NEUTRAL. s LOCATION (1) a 4 XHHW ALUMINUM EQUIP.GRD i PB FOR CHIMES OPT. COACH LIGHTS --}----_.--_--"----'— ' 4 SWITCH OPT. COACH LIGHTS 4 SWITCH ELECTRICAL P POWER COMPANY PEDESTAL NEMA 3R COMBO DISCONNECT 150 AMP AND 120/240 VOLT M METER CAN 42 CIRCUITS MLO SERVICE BY 1150 OTHERS AMP. 04 GND WIRE WITH 5/8" X 8 FT.APPROVED GROUND ROD E L E C T f;P, l C ,4 L F f 5 E F � 8 FT. GROUNDING 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 De sign Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i A a j � I i SLTHDIV. 8e LOT: TUSCA SOUTH LOT � 5 2 PROJECT# 1"703.00 MODEL: 1970" GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA Sep LL DATE: 09/08/09 SCALE: 1/4"=1'-0" SHEET 0 io TTT 4' CONC., REINF. W/ 6'x6' "10 WWM OR ° FIBERMESH ON 6 -MIL POLY d°', • ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL zw i O 4" 1 8" 4" \-(2)05 REBAR ON CHAIRS 1 -STORY FOOTING 1 W BLOCK WALL SCALE: 1/2'=I' -O' 4' GONG., RE INF. W/ 6'x6' 410/10 WWII OR FIBERMESH ON LU > 4' 6 -MIL POLY ETHYLENE VAPOR m O 8, BARRIERTEONITS L-COTREAMP FILL D (1) "5 REBAR ON CHAIRS q- THICKEN EDGE n � d 4' CONC, REINF. W/ 6'x6' •10 WIN OR FI5ERME5H ON 6 -MIL POLY 4' 4' ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL GARAGE STEP-UP 5 NON- BEARING GRADE d • a "a OR 4' CONC, RE INF. W/ 6'x6' 010 WEU I FIBERME5H ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON �u WELL -COMPACTED CLEAN TERMITE O 4" 8" 8" �4' TREATED FILL REBAR ON CHAIRS � CONCRETE PAD SECURE BT. PLATE TO BLK W/ }' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY -I' EMBED. MIN. a 32' OC MAX. 4' CONC, REIN. W/ 6'x6' "10 UAU"I OR FIBERMESH ON 6 -MIL POLY Z V ETHYLENE VAPOR BARRIER ON F > WELL -COMPACTED CLEAN TEI✓d"IITE 0 4 8 4 TREATED FILL I'-4' (2) 05 REBAR ON CHAIRS 1 -STORY FOOTING 2 AT L.B.W. W UPLIFT SCALE: SECURE BT. PLATE TO SLAB W/ J' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY '1' EMBED. MIN. a 32' OC MAX. ANG., RE INF. W/ 6"x6' "10 WIM OR ER`IESH ON 6-MfL POLY IYLENE VAPOR BARRIER ON _L -COMPACTED CLEAN TERMITE ?ATED FILL 05 REBAR ON CHAIRS 2 -STORY FOOTING 2 AT L.B.W. SCALE: 1/2'=1'-ra° SECURE BT. PLATE TO SLAB W/ 10d CUT NAILS/ MA50NRY NAIL a 32' D.C. MAX (1) r5 REBAR VERTICALLY W/ CONC. (1)'5 REBAR VERTICALLY W/ CONC. POUR CELL R-42 INSULATION zTEXTURED VARIES PER ELEV. FINISH 4 Qv ETHYLENE VAPOR BARRIER ON WELL CLEAN TERMITE 8' CMU r, Q1/2' 0 GYP. WL. BD. I/1' GYP. WL. BD. GARAGE POOR a.. REBAR W/ 5' HOOK WOOD BASE io TTT 4' CONC., REINF. W/ 6'x6' "10 WWM OR ° FIBERMESH ON 6 -MIL POLY d°', • ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL zw i O 4" 1 8" 4" \-(2)05 REBAR ON CHAIRS 1 -STORY FOOTING 1 W BLOCK WALL SCALE: 1/2'=I' -O' 4' GONG., RE INF. W/ 6'x6' 410/10 WWII OR FIBERMESH ON LU > 4' 6 -MIL POLY ETHYLENE VAPOR m O 8, BARRIERTEONITS L-COTREAMP FILL D (1) "5 REBAR ON CHAIRS q- THICKEN EDGE n � d 4' CONC, REINF. W/ 6'x6' •10 WIN OR FI5ERME5H ON 6 -MIL POLY 4' 4' ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL GARAGE STEP-UP 5 NON- BEARING GRADE d • a "a OR 4' CONC, RE INF. W/ 6'x6' 010 WEU I FIBERME5H ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON �u WELL -COMPACTED CLEAN TERMITE O 4" 8" 8" �4' TREATED FILL REBAR ON CHAIRS � CONCRETE PAD SECURE BT. PLATE TO BLK W/ }' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY -I' EMBED. MIN. a 32' OC MAX. 4' CONC, REIN. W/ 6'x6' "10 UAU"I OR FIBERMESH ON 6 -MIL POLY Z V ETHYLENE VAPOR BARRIER ON F > WELL -COMPACTED CLEAN TEI✓d"IITE 0 4 8 4 TREATED FILL I'-4' (2) 05 REBAR ON CHAIRS 1 -STORY FOOTING 2 AT L.B.W. W UPLIFT SCALE: SECURE BT. PLATE TO SLAB W/ J' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY '1' EMBED. MIN. a 32' OC MAX. ANG., RE INF. W/ 6"x6' "10 WIM OR ER`IESH ON 6-MfL POLY IYLENE VAPOR BARRIER ON _L -COMPACTED CLEAN TERMITE ?ATED FILL 05 REBAR ON CHAIRS 2 -STORY FOOTING 2 AT L.B.W. SCALE: 1/2'=1'-ra° SECURE BT. PLATE TO SLAB W/ 10d CUT NAILS/ MA50NRY NAIL a 32' D.C. MAX TEXTURED FINISH R -Il 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 roIn SIMPSON HIGH STRENGTH EPDXY 71' p EMBED. MIN. a 32' OC MAX. F z ro ;E04� 4' CONG., RE INF. W/ 6'x6' "10 WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TER ITE TREATED FILL 4 m 0 (2) "5 REBAR ON CHAIRS 1 -STORY FOOTING 3 W FRAME WALL SCALE: 1/2'=I' -O' STUDS 16' O.G. MAX z 5 1/2is HEAD OF GARAGE 5 1/2' a HEAD OF GARAGE F W w Nc VARIES WITH SLOPE VARIES WITH SLOPE = Q Q SECURE BT. PLATE TO SLAB W/ SECURE BT. PLATE TO SLAB W/ }' ANCHOR BOLT W/ 2' WASHER SET IN ANCHOR BOLT W/ 2' WASHER SET IN0 Lu SIMP50N HIGH STRENGTH EPDXY T' SIMPSON HIGH STRENGTH EPDXY '1' EXTENDED SLAB 1 1/2' CURB HEIGHT VARIES Q EMBED. MIN. a 32' OC MAX. EMBED. MIN. a 32' OC MAX ^� 1/2' RECE55 FOR SERVICE DR • ° 4' GONG, REE INF. W/ 6'x6' "10 lWM OR FIBERMESH ON 6 -MIL POLY w ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE m 4 TS' 4' 4' TREATED FILL 1'-4' (2) "5 REBAR ON CHAIRS GARAGE STEP-UP &i:��S Un�B.W. I I RECESS FOR S.G.D. TRACK FIN15H FLOOR Q d 4. da. ° q ad. 1 O SLAB L AT S.G.D. d m 4' CONC, REIN. W/ 6'x6' 010 Uu1M OR F15ERME5H ON 6 -MIL POLY ?ETHYLENE VAPOR BARRIER ON i > WELL _COMPACTED CLEAN TERMITE 0 L-L6o' 6' 4' 4 TREATED FILL 1 -8 (3) 05 REBAR ON CHAIRS GARAGE STEP-UP 6A jA0L RSE: r 4' CONC, REE INF. W/ 6'x6' 010 UALM OR ° F[5EfZwMSH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL W(2) "5 REBAR ON CHAIRS �0 U SLAB AT GARAGE 7 SERVICE -DOOR (U +5 REBAR VERTICALLY W/ CONC. POUR CELL S' CMU CURB HEIGHT VARIES 4" CONC., RE INF. W/ 6'x6' 010 W J'l OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL W 4" 8" 4" (2) 05 REBAR ON CHAIRS 1 -STORY FOOTING 8 AT GARAGE (1) r5 REBAR VERTICALLY W/ CONC. (1) 05 REBAR VERTICALLY W/ GONG. POUR CELL 8' CMu 4' CONC., REINF. W/ 6'x6' "10 WI.M OR VARIES PER ELEV. FIBER'IE5H ON 6 -MIL POLY X > ETHYLENE VAPOR BARRIER ON WELL CLEAN TERMITE O -COMPACTED TRATD FILL 0 4" 8" 4" I/1' GYP. WL. BD. GARAGE POOR a.. REBAR W/ 5' HOOK (2) 5 REBAR ON CHAIRS 1 -STORY FOOTING p AT L.B.W. W NO -UPLIFT 2 B SCALE: I/1'.r-m' 777 q 4' GONG, REIN. W/ 6'x6' 010 U al OR °. _ FIBERM6 LESH ON -MIL POLY '. TEXTURED FINISH R -Il 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 roIn SIMPSON HIGH STRENGTH EPDXY 71' p EMBED. MIN. a 32' OC MAX. F z ro ;E04� 4' CONG., RE INF. W/ 6'x6' "10 WWM OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TER ITE TREATED FILL 4 m 0 (2) "5 REBAR ON CHAIRS 1 -STORY FOOTING 3 W FRAME WALL SCALE: 1/2'=I' -O' STUDS 16' O.G. MAX z 5 1/2is HEAD OF GARAGE 5 1/2' a HEAD OF GARAGE F W w Nc VARIES WITH SLOPE VARIES WITH SLOPE = Q Q SECURE BT. PLATE TO SLAB W/ SECURE BT. PLATE TO SLAB W/ }' ANCHOR BOLT W/ 2' WASHER SET IN ANCHOR BOLT W/ 2' WASHER SET IN0 Lu SIMP50N HIGH STRENGTH EPDXY T' SIMPSON HIGH STRENGTH EPDXY '1' EXTENDED SLAB 1 1/2' CURB HEIGHT VARIES Q EMBED. MIN. a 32' OC MAX. EMBED. MIN. a 32' OC MAX ^� 1/2' RECE55 FOR SERVICE DR • ° 4' GONG, REE INF. W/ 6'x6' "10 lWM OR FIBERMESH ON 6 -MIL POLY w ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE m 4 TS' 4' 4' TREATED FILL 1'-4' (2) "5 REBAR ON CHAIRS GARAGE STEP-UP &i:��S Un�B.W. I I RECESS FOR S.G.D. TRACK FIN15H FLOOR Q d 4. da. ° q ad. 1 O SLAB L AT S.G.D. d m 4' CONC, REIN. W/ 6'x6' 010 Uu1M OR F15ERME5H ON 6 -MIL POLY ?ETHYLENE VAPOR BARRIER ON i > WELL _COMPACTED CLEAN TERMITE 0 L-L6o' 6' 4' 4 TREATED FILL 1 -8 (3) 05 REBAR ON CHAIRS GARAGE STEP-UP 6A jA0L RSE: r 4' CONC, REE INF. W/ 6'x6' 010 UALM OR ° F[5EfZwMSH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL W(2) "5 REBAR ON CHAIRS �0 U SLAB AT GARAGE 7 SERVICE -DOOR (U +5 REBAR VERTICALLY W/ CONC. POUR CELL S' CMU CURB HEIGHT VARIES 4" CONC., RE INF. W/ 6'x6' 010 W J'l OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL W 4" 8" 4" (2) 05 REBAR ON CHAIRS 1 -STORY FOOTING 8 AT GARAGE CAULK AND SEAL GAS LINE 1 j' PVC SLEEVE FOR GAS LINE 0 8' CMU r, �I/2' DRYWALL !WOOD BASE 0'-0' FIN. FLR TIE VERTICAL REBAR a TO HORIZATIONAL a REBAR W/ 8' HOOK '�. POURED LINTEL CONT. (TYP.) a d d d GROUTED BOND BEAM POURED LINTEL CONT. (TVP.) d PRE -CAST HDR :aO8' CMU FILLED CELL (TYP.) a. a < . d° . VARIES PER ELE SIDES: —2X WALL FRAMING z a i 2X6 GARAGE DOOR BUCK W/ (3)1'X8' -: ° p J-50 TS Z' EMBEDMENT MIN W/ 2'X2'Xie >OTa ° (3A'X8' ANCHOR BOLTS or (3A'X8' y B' CMU FILLED WASHER AND NUT SPACED EVENLY FROM a m CELL CTYP.) FLOOR TO GARAGE DOOR HDR. IN JOINTS J -BOLTS MIN. 1' EMBEDMENT W/ 2'X2'XI/B' 0 6' PVC CHASE THRU FOOTING PRIOR TO FILLING. WASHER AND NUT SPACED EVENLY FROM 1-2X6 PT BLOCK a CENTER OF DOOR FLOOR TO BOND BEAM. SET IN JOINTS I -STORY HEADER W/(I)NXB' J-BOLT5 6' PRIOR TO FILLING_ (SLEEVED ANCHOR IN (2) �'5 REBAR ON CHAIRS as EMBEDMENT W/ 2'X2'Xie' WASHER AND NUT SOLID POUR ACCEPTABLE RETROFIT) 1,-r GAS LINE THRU BLOCK 2 -STORY GARAGE DOOR INFO EXT. /INT. FRAME WALL TO (3) $REBAR ON CHAIRS 15 SGALE:1/2'=1'-0' BLOCK WALL CONNECTION 1 6GALE: I/2'•1'-0' REBAR VERTICALLY W/ GONG. POUR E L R-4.2 INSULATION 41 B' CMU 1/2' GYP. WL. BD. z WOOD BASE - I w 4' GONG, RE IW. W/ 6'x6' "10 U LM OR 4 —CLEANOUT t CTION ED al as a Q z O FIBERMESH ON 6 -MIL POLY '" f � ETHYLENE VAPOR BARRIER ON 0 WELL COMPACTED CLEAN TER MITE ° TREATED FILL (1) $5 REBAR SET IN SIMPSON HIGH 44 &v w 14ry 0'-0' FIN. FLR z STRENGTH EPDXY -I' EMBED. MIN. I , (2) M5 REBAR ® I -STORY z a / a F (3) +5 REE3AR a 2 -STORY (I) S VERT. DOWEL L f a o TIE VERTICAL REBAR �9 Q LAPPED W/ BOND 6 BEAM ° &' PVC CHASE THRU FOOTING °d a � TO HORIZATIGNAL 4a OUTSIDE REBAR TO BE Q °. CONTINUOUS (U "5 REBAR AT CORNERS REBAR W/ 8' + OOK aW/ 25' LAP MIN. d • • �. a .. d a . It 4' CONC, REINF. W/ 6'x6' "10 W,LM OR �" ° GI d FIBERI`IESH ON 6 -MIL POLY d a d �> I -STORY L> ° d ETHYLENE VAPOR BARRIER ON 0 4' S' 4' (2) "5 REBAR ON CHAIRS n 00 • � WELL -COMPACTED GLEAN TFRMIT a 2 -STORY TREATED FILL (3) 2'- REBAR ON CHAIRS 2'-I' MIN. LAP PIPE THROUGH TYP. RETROFIT FOR TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL A OMITTED DOWELS B REBAR LAP AT FOOTING C AT LINTEL CORNERS D W BLOCK WALL E REINFORCING SCALE: I/2' • I' - 0' SCALE: I/2' =1' -0' SCALE: 1/2'-1'-0' SCALE: I/2'SCALE: 1/2' • 1' -0' AIL,IL, EXT'EF�I0 F,, 1F 0 0 TE]E?S A' -I-' ]FINIS I--1 S L,AIB' S `FO IE3E MIC3'�__ 1 2�:E3EL,O W _LJ NDIS TU1�,)13ED S O IL, TEXTURED FINISH R- 11 INSULATION MIN. STUDS 16' OjC. MAX I/2' GYP. WL. BD. WOOD BASE z Q SECURE BT. PLATE TO BLK W/ ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 7' D O EMBED. MIN. a 32' OC MAX. F- Aj4' a. a 4' CONIC., RE INF. W/ 6"xb' 010 Wl im OR FI5ERME514 ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON °4 ° WELL -COMPACTED CLEAN TERMITE TREATED FILL id > 4' 6' 6" 4' (3) "5 REBAR ON CHAIRS � O 2 -STORY FOOTING g_WV FRAME WALL -m' (1) r5 REBAR VERTICALLY W/ CONC. (1) 05 REBAR VERTICALLY W/ GONG. POUR CELL 8' CMu POUR CELL VARIES PER ELEV. R-42 INSULATION E IL Z TEXTURED FINISH rL 1L 8' CMU RECESS FOR 4' CONC., RE INF. W/ 6'x6' "10 UAU`1 OR I/1' GYP. WL. BD. GARAGE POOR a.. REBAR W/ 5' HOOK � O WOOD BASE 0 I � Q� a 4•' �p 4' CONC, REINF. W/ 6'x6' "10 WWM OR FIBERMESH ON 6 -MIL POLY WELL -COMPACTED CLEAN TERMITE 777 q 4' GONG, REIN. W/ 6'x6' 010 U al OR °. _ FIBERM6 LESH ON -MIL POLY '. I.-0. ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE° . : d ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL TR TED FILL (U +5 REBAR ON CHAIRS E (3) 05 REBAR ON CHAIRS d 2 -STORY FOOTING GARAGE DOOR FOOTING 12 NOT USED 13 W BLOCK WALL 11 SCALE: I/2'=1'-0' SC E: /2 = -m CAULK AND SEAL GAS LINE 1 j' PVC SLEEVE FOR GAS LINE 0 8' CMU r, �I/2' DRYWALL !WOOD BASE 0'-0' FIN. FLR TIE VERTICAL REBAR a TO HORIZATIONAL a REBAR W/ 8' HOOK '�. POURED LINTEL CONT. (TYP.) a d d d GROUTED BOND BEAM POURED LINTEL CONT. (TVP.) d PRE -CAST HDR :aO8' CMU FILLED CELL (TYP.) a. a < . d° . VARIES PER ELE SIDES: —2X WALL FRAMING z a i 2X6 GARAGE DOOR BUCK W/ (3)1'X8' -: ° p J-50 TS Z' EMBEDMENT MIN W/ 2'X2'Xie >OTa ° (3A'X8' ANCHOR BOLTS or (3A'X8' y B' CMU FILLED WASHER AND NUT SPACED EVENLY FROM a m CELL CTYP.) FLOOR TO GARAGE DOOR HDR. IN JOINTS J -BOLTS MIN. 1' EMBEDMENT W/ 2'X2'XI/B' 0 6' PVC CHASE THRU FOOTING PRIOR TO FILLING. WASHER AND NUT SPACED EVENLY FROM 1-2X6 PT BLOCK a CENTER OF DOOR FLOOR TO BOND BEAM. SET IN JOINTS I -STORY HEADER W/(I)NXB' J-BOLT5 6' PRIOR TO FILLING_ (SLEEVED ANCHOR IN (2) �'5 REBAR ON CHAIRS as EMBEDMENT W/ 2'X2'Xie' WASHER AND NUT SOLID POUR ACCEPTABLE RETROFIT) 1,-r GAS LINE THRU BLOCK 2 -STORY GARAGE DOOR INFO EXT. /INT. FRAME WALL TO (3) $REBAR ON CHAIRS 15 SGALE:1/2'=1'-0' BLOCK WALL CONNECTION 1 6GALE: I/2'•1'-0' REBAR VERTICALLY W/ GONG. POUR E L R-4.2 INSULATION 41 B' CMU 1/2' GYP. WL. BD. z WOOD BASE - I w 4' GONG, RE IW. W/ 6'x6' "10 U LM OR 4 —CLEANOUT t CTION ED al as a Q z O FIBERMESH ON 6 -MIL POLY '" f � ETHYLENE VAPOR BARRIER ON 0 WELL COMPACTED CLEAN TER MITE ° TREATED FILL (1) $5 REBAR SET IN SIMPSON HIGH 44 &v w 14ry 0'-0' FIN. FLR z STRENGTH EPDXY -I' EMBED. MIN. I , (2) M5 REBAR ® I -STORY z a / a F (3) +5 REE3AR a 2 -STORY (I) S VERT. DOWEL L f a o TIE VERTICAL REBAR �9 Q LAPPED W/ BOND 6 BEAM ° &' PVC CHASE THRU FOOTING °d a � TO HORIZATIGNAL 4a OUTSIDE REBAR TO BE Q °. CONTINUOUS (U "5 REBAR AT CORNERS REBAR W/ 8' + OOK aW/ 25' LAP MIN. d • • �. a .. d a . It 4' CONC, REINF. W/ 6'x6' "10 W,LM OR �" ° GI d FIBERI`IESH ON 6 -MIL POLY d a d �> I -STORY L> ° d ETHYLENE VAPOR BARRIER ON 0 4' S' 4' (2) "5 REBAR ON CHAIRS n 00 • � WELL -COMPACTED GLEAN TFRMIT a 2 -STORY TREATED FILL (3) 2'- REBAR ON CHAIRS 2'-I' MIN. LAP PIPE THROUGH TYP. RETROFIT FOR TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL A OMITTED DOWELS B REBAR LAP AT FOOTING C AT LINTEL CORNERS D W BLOCK WALL E REINFORCING SCALE: I/2' • I' - 0' SCALE: I/2' =1' -0' SCALE: 1/2'-1'-0' SCALE: I/2'SCALE: 1/2' • 1' -0' AIL,IL, EXT'EF�I0 F,, 1F 0 0 TE]E?S A' -I-' ]FINIS I--1 S L,AIB' S `FO IE3E MIC3'�__ 1 2�:E3EL,O W _LJ NDIS TU1�,)13ED S O IL, TEXTURED FINISH R- 11 INSULATION MIN. STUDS 16' OjC. MAX I/2' GYP. WL. BD. WOOD BASE z Q SECURE BT. PLATE TO BLK W/ ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 7' D O EMBED. MIN. a 32' OC MAX. F- Aj4' a. a 4' CONIC., RE INF. W/ 6"xb' 010 Wl im OR FI5ERME514 ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON °4 ° WELL -COMPACTED CLEAN TERMITE TREATED FILL id > 4' 6' 6" 4' (3) "5 REBAR ON CHAIRS � O 2 -STORY FOOTING g_WV FRAME WALL -m' �o E (3) 05 REBAR ON CHAIRS w O 4, 6" 6" 4 2 -STORY FOOTING 8 A AT GARAGE SCALE: I/2"=1' �� NOT U5ED 1 `t (1) 05 REBAR VERTICALLY W/ GONG. POUR CELL 8' CMu Z VARIES PER ELEV. CURB HEIGHT VARIES E IL TIE VERTICAL REBAR Q TO HORIZATfMAL 4' CONC., RE INF. W/ 6'x6' "10 UAU`1 OR �e E a.. REBAR W/ 5' HOOK FIBERMESH ON 6 -MIL POLY 71/ 0 ° VARIES PER ELEV. ETHYLENE VAPOR BARRIER ON �p ° WELL -COMPACTED CLEAN TERMITE GROUTED BOND BEAM TREATED FILL �o E (3) 05 REBAR ON CHAIRS w O 4, 6" 6" 4 2 -STORY FOOTING 8 A AT GARAGE SCALE: I/2"=1' �� NOT U5ED 1 `t HORIZONTAL/VERTICAL REINFORCING AT T�BEARING CHANGE SCALES: A R C H IT E C T S De sign Group �nc. 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 327PH: 407-774-607FAX: 407-774-407www.abdesigngroup. AA * 0003325 SVHnIV. 8e LOT: TUS C A SOUTH LOT'S? PROJECT# 1703.00 MODEL.- 1970" ODEL:1970" GARAGE SWING: RIGHT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA JAMES ANTWELL AR 012079 DATE: 09/08/09 SCALE: 1/4"=t'-03' GROUTED BOND BEAM VARIES PER ELEV. z TIE VERTICAL REBAR TO HORIZATfMAL a.. REBAR W/ 5' HOOK ° VARIES PER ELEV. ° a GROUTED BOND BEAM d Q ° 4 lk d .c IL CLEANOUT REQUIRED Q ° FOR INSPECTION d . a 0'-0' FIN. FLR TIE VERTICAL REBAR a TO HORIZATIONAL a.a REBAR W/ B' HOOK > mo HORIZONTAL/VERTICAL REINFORCING AT T�BEARING CHANGE SCALES: A R C H IT E C T S De sign Group �nc. 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 327PH: 407-774-607FAX: 407-774-407www.abdesigngroup. AA * 0003325 SVHnIV. 8e LOT: TUS C A SOUTH LOT'S? PROJECT# 1703.00 MODEL.- 1970" ODEL:1970" GARAGE SWING: RIGHT PAGE: MONOLITHIC FOUNDATION DETAILS/ SECTIONS ARCHITECT: STATE OF FLORIDA JAMES ANTWELL AR 012079 DATE: 09/08/09 SCALE: 1/4"=t'-03' PANEL ANCHOR SEALANT SEALANT 3/0" -EXPANSION STRIP— FREE OF MORTAR PANEL ANCHOR _ 1/4" EXP. BOLT G TWO PER ANCHOR WALL FRAME SHOWN HERE FOR ILLUSTRATIVE PURPOSES ONLY. WALL FRAMING CAN BE CONCRETE, MASONRY, WOOD STEEL OR ANY OTHER STRUCTURAL SURROUND D u 0 PANEL ANCHOR STYLE CONSTRUCTION SECURE 2x6 MIN. TO BLK W/ (2)Y2' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 6' EMBED. ❑ I 0 SECURE 2x4 ON FLAT TO BILK W/ CUT NAILS. � _SIDES: 2X6 GARAGE DOOR BUCK W/ (3) — Y'X8' J -BOLTS T' EMBEDMENT MIN_ W/ 2'X2'Xye WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK m CENTER OF DOOR HEADER WIN) Y'XS' J -BOLTS 6' EMBEDMENT W/ 2'X2"XYa' WASHER AND NUT GARAGE DOOR BUCK ATTACHMENT SCALE: 1/2'=V-011 8 NOT USED III D 51 LINTEL PLATE 3/0" 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" S-4 HEX WASHER HEAD WITH ANTI -CORROSIVE COATING TIGHT TO BEND OF ANCHOR AND END OF SLOTTED HOLE TYPE S OR N MORTAR 1/4" MIN. 1/2" MAX. PANEL RE INFORCING MORTAR ASPHALT EMULSION O� 1-3/4" X 20 GAUGE X 24" LONG GALVANIZED STEEL ANCHOR PANEL ANCHOR DETAIL 2X4 SECURED TO GABLE END WK2)126mEA. UPRIGHT 2X4 SECURED TO GABLE ENCS W/(2)12d 6"-8' O.C. L-30,0 GABLE BLOCKING TRUSS 2x4 BLOCKING m EA. RAFTER L-30 EA. RAFTER H2.5 EA. RAFTER 2x4 RAFTER m 24' O.C. 2x4 FRAMING (TYP) q- FRAMED OVERHANG 2X4 DBL TOP PLATE 2x4 METAL STUD 24" D.G. 1/2" DRY WALL 2X4 16' O.C. MAX 2X4 PT. BT. PLATE }. ;• 1/2' A.15W/ MIN. I' EMBEDMENT s� 2 DIA_ WASHER ;$ z. 32 O.G. MAX _i: l #5 REBAR CONT. WOOD FRAM��T��B LK. SCALE: 1/2=1'-(Dq 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. ENG. TRUSS 1 A PLAN VIEW SCALE: 1/2' = I'-0" SIMPSON H-5 (MIN.) 2X4 TO TRUSS PRE. ENCS. TRUSS TYP. EXTERIOR WINDOW/ 5 DOOR OPENING WD FRAMED SCALE: 1/2"=1'-0' NAILING SCHEDULE SP4 OR H-5 TOP PLATE TO STUDS !"-0" ABV. 10"-0' LEVEL TO ROOF DR 2'-0' ABV. HIGHEST RIDGE WITHIN 10'-0' SIMPSON H-5 (MIN.) m 2X4 TO TRUSS 1 CHIMNEY DETAILS SCALE: 1/2'=I' -0" PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS m IVO.C. MAX SIMPSON LSTA-12 m EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS m 16" D.G. MAX W/ SHEATHING. SHEATHING TO BE WITHIN �' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY m A TIME. USE 12d NAILS, TWO WITHIN 6" FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED 81-4 OR H5 m TOP AND BOTTOM PLATES m EA_ FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING= MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR. LINE. USE 1/16" O.SB. OR 1/2" CDX PLY WITH 08 RING SHANK GUN NAILS AT 4' O.G. AT SUPPORTED PANEL EDGES AND 05 RING SHANK GUN NAILS AT 6' D.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE #S GUN NAILS m 4' O.G. EXTERIOR SHEATHING USE 7/16" O.S.B. OR 1/2" PLY WITH #S RING SHANK GUN NAILS AT 6' O -C. AT PANEL SIDES AND #S RINGS SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM PANEL AND #8 RING SHANK GUN NAILS AT 6" D.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAL L iREQU f FPEl 1ENTS SIZE HEAD LENGTH IDIA. TENSILE STIR 8d ROUNDMODIFIED 1 -1/8' .113 110,000 OR T 10d ROUND,MODIFIED 2 1/8' -128 110,000 OR T �ro 00 TOP CORD BLOCKING AT 4' O.G. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. NOTE: NAILS TO BE MFG. BY MEMBER OF INT. STAPLE, NAIL 4 TOOL ASSOCIATION 1. 0.113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3.16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5.2 INCH NAIL LENGTH iROOF 6> 4EATI41NCS L,A�'OUT ANIS ENDWALL 5fRACENG fOiz e,415LE END ESAIINe (tzl PRECAST L Lj ��14 ROUGH OPENING UP TO EV -0' :E z ' �ro 00 ��H o� PRECAST SILL SECURE 2x TO BLOCK �W/ (2) �6' TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBER 1 4") o o z WITHIN 8' OF EACH ci F, END AND 18' O.C. MAX SPACING. In --f" D.S.B. SHEATHING OR --**' ' CDX PLYWOOD 2x4 BLOCKS --CMU WALL � ARCH WINDOW FRAME A SECTION NOTE: = TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT CO.SB. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT g OPENINGS 05 RING 5HANK GUN NAILS 9 4'0.C-. TOP 4 807TOM EDGES N BUILDINGS LENGTH PRE' �►'r_iwi�c�er� TRUE MTS - Z/16' 2x4 BTM. PLA" MTS - 32' C TRUSS �J 2X4 DBL. TOP PLATE 2X4 STUD 16' O.C. 7/16" 06.15. 1/2' A.B. W/ MIN. 71" 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-]& 2'-0" EXT= SCALE: 1/2"=1'-0' C # 8 RING SHANK GUN NAILS m 6" O.C. IN FIELD TYP. EXT. SHEATHINGS ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) C+'8 2' DECK SCREWS m O.G. MAX m EDGES 4 12' D.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 C OPT SERVICE PRE -ENG. TRUSS —� DBL. 2X TOP PLATE i /16 " O.S.B. Q 2X BLOCKING m =N TOP OF x/16' O.S.B. 2X STUDS 16" O.G. MAX.z 2X BTM. PLATE Q 3/4' FLOOR DECKING = PRE- ENGINEERED FLOOR TRUSS 2x4 tv TOP 4 BOTTOM CONT_ HETA-16 z_ BLK WALL O CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK. TO D.S.B. O HORIZONTAL 2X S_P_F_ STRUCTURAL BLOCKING AT PERIMETER OF D.S.B. TO PROVIDE CONT. NAIL PATTERN REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING m 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 ( ARCH ITECTS •41 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#52 PROJECT# 1703.00 MODEL: 1970" GARAGE SWING: RIGHT PAGE: misc. DETAILS ARCHITECT: STATE OF FLORIDA JAMES ANTWELL AR NO 12079 DATE: 09/08/09 SCALE: 1/4"=1'-0" SHEET D 2 or P FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN 2x4 BLOCKING BETWEEN OVER #15 FELT PAPER ON FIBERGLASS SHINGLES TRUSSES AT FIRST TWO BAYS "„ 1„ TRUSSES AT FIRST TWO BAPS OVER #15 FELT PAPER ON 4'-0" O.C. CAT SHEATHING 16 O.S.B. SHEATHING OR 4'-0" O.C. CAT SHEATHING CDX PLYWOOD SECURED SEA1..f5) 16 O.S.B. SHEATHING OR 2" SEAMS) PER NAILING SCHEDULE CDX PLYWOOD SECURED PRE -ENG GABLE TRUSS P.T. 1x2 W/ MTL. DRIP EDGE` PRE -ENG GABLE TRUSS PER NAILING SCHEDULE I` 2x4 NAILER MTL, DRIP EDGECONT. 2x4 RAT RUN SECURED W/ (2) FIBERGLASS SHINGLES 2x4 SUB -BAND z 12d's @ EACH TRUSS OVER #15 FELT PAPER ON CONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND TO BE INSTALLED MID. POINT OF ALUM. SOFFIT��TO W/ (2) 126'5 a EACH TRUSS 16" O.S.B. SHEATHING OR 2" ALUM. SOFFIT TRUSS SPAN, OR 10'-0" O.C. MAX. CDX PLYWOOD SECURED STIFFBACK AT ALL UPRIGHTS BE INSTALLED e MID. PER NAILING SCHEDULE OVER 4'-10" HIGH (SEE POINT OF TRUSS SPAN, OR STIFFBACK AT ALL SEE ENERGY CODE FORMS SEALED ENG. FOR SIZE 10'-0" O.C. MAX. UPRIGHTS OVER 4'-10" FOR INSULATION R -VALUES. CONDITION.) HIGH (SEE SEALED ENG. SEE ENERGY CODE FORMS FOR SIZE � CONDITION.) 8" GYPSUM BOARD OR 2" PRE -ENG TRUSS SEE ENERGY CODE FORMS 1 HIGH STRENGTH GLG. 16 D_S.B. SHEATHING OR 2 FOR INSULATION R -VALUES. 1 BOARD FOR INSULATION R- VALUES. Y 16 O.S.B. SHEATHING OR z MTL. DRiP EDGE CDX PLWOOD. ATTACHED 8" GYPSUM BOARD OR 2" HIGH PER NAILING SCHEDULE ON 8" GYPSUM BOARD OR 2" CDX PLYWOOD. ATTACHED 2x4 NAILER STRENGTH GLG. BOARD SHEET D5 HIGH STRENGTH GLG. PER NAILING SCHEDULE ON 2x4 SUB -BAND BOARD SHEET D5 2x4 'a 24" O.C. im INTERIOR VENTED ALUM. SOFFIT CONC. FILLED LINTEL BLK j8" THICK, 3 COAT GEMENT GONG. FILLED LINTEL BLK KNEE WALL W/ (1) REBAR CONTINUOUS PLASTER OVER GRAPE W/ (1) #5 REBAR CONTINUOUS �8 THICK, 3 COAT CEMENT CONC. FILLED LINTEL BLK PL�4STER OVER GRADE PRECAST LINTEL "D" FELT PAPER BACK "D" FELT PAPER BACK W/ (1) #5 REBAR CONTINUOUS EMBED_ STRAP VERIFY W/ METAL LATH OVER R-4.2 BATT. INSUL. TRUSS PLAN R-4.2 BATT. INSUL. METAL LATH OVER APPROVED HOUSE WRAP PRECAST LINTEL APPROVED HOUSE WRAP PRECAST LINTEL WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT AS ' "THf CK, 2 COAT CEMENT PER MANUFACTURES PAPER OR GRADE "D" FELT WINDOW ATTACHMENT AS 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 2x(o P.T. (1) #5 REBAR VERTICALLY SECURE GABLE TO 2x(o P.T. (1) #5 REBAR VERTICALL'I' W/ CONC. POUR CELL PLATE W/ 126's 8" O.C_ MAX W/ GONG. POUR CELL PLATE W/ 126's 8" O -C. MAX W/ CONC. POUR CELL 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO Ix2 P.T. FURRING STRIPS SECURE 2x& PT. PLATE TO 1x2 P.T. FURRING STRIPS Iro" O.C. BLK W/ 2"x9" ANCHOR BOLT W/ 6 1(o" O.C. LK W/ 2"x9" ANCHOR BOLT W/ Q 1(O" O -C. 2WASHER SET IN SIMPSON 2WASHER EPSON S " CMU � a� 8 CMU 2" AST IN SIM,� a" CMU H STRENGTH EPDX �� GY � ° I PDXY 1 ° I I/2 1/2 GYP. WL. BD. HII/2" GYPHIGH STRENGTH E . WL. BD. GYP. WL. BD. WOOD BASE EMBED. MIN. e 32" OC MAX. WOOD BASE EMBED. MIN. e 32" OG MAX. WOOD BASE z"THICK, 2 COAT CEMENT a 2"THICK, 2 GOAT GEMENT f a 1---1��-fF--IF---�^--) 11�-�-M• - 11-1 - 11---�-1 4a PLASTER APPLIED a PLASTER APPLIED or° a a a. ° a DIRECTLY TO MASONRY ° a a � DIRECTLY TO MASONRY a I STORY GABLE 1- STORY 1- STORY GABLE W/ VAULT CLG. BLOCK WALL BLOCK WALL BLOCK WALL SCALE: 3/4"=I'-0` 1A Q 1 SCALE: 3/4`=I'-0` SCALE: 3/4"=1'-0` 2X4: ® 2X4: ® 2X4: SECURE TO BLOCK W/ 3/(6' SECURE TO BLOCK W/ SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. 5HANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE _145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD 517E 300 MIN. EMBEDMENT 1 Y4') 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.C. MAX SPACING. 18' O.G. MAX SPACING. S' CMU 2X6: ® 2X6: ®2X6: ® NOTE: STRUCTURAL 2X MUST Ys' DRYWALL SECURE TO BLOCK W/2-3/(6' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-3/(&' SECURE TO BLOCK W/1-1/4' 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 Ix4 P.T. OR 5/4'X4' MIN. SECURE MIN. HEAD SIZE 300 3/(6' TAPCON MIN. 1-Y4' MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 EMBEDMENT INTO TAPCON MIN. 1-4'BLOCK. THRU FRAME 4 EXTEND 1-Y4' MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK MIN. EMBEDMENT 1 Y4") 3/(6" TAPCON MIN. I -Y4' MIN. EMBEDMENT 1 Y4') E INTO BLOCK W/ /16' TAPCONS WITHIN 8" OF EACH END 4 WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK WITHIN 8' OF EACH END 4 ®� 1 " CDX OR DRIVE PIN 2 (MIN. SHANK SIZE .145 IS' O.G. MAX SPACING. 8 G 18' O.C. MAX SPACING. 18' O.C. MAX SPACING. S CMU Y1' DRYWALL 8" CMU X' DRYWALL T T VEK BUILDING WRAP MIN. HEAD SIZE .300 2X8: ® I"X4' OR I'X2' P.T. NAILER 2X8` ® V DRYWALL 2X8' ® I'X4' OR 1'X2' P.T. NAILER MIN. EMBEDMENT 1 -Ya' SECURE T05 LOCK W/2-3/(6' SECURE TO BLOCK W/2-3i(6'SECURE TO BLOCK W/I-I/4 WITHIN 8' OF EACH END 4 18' TAPCON5 OR DRIVE PIN Y6' O.S.B. X 4' MIN. TAPCONS OR DRIVE PIN I X4 OR I X2 P.T. NAILER TAPCONS OR DRIVE PIN 0.5.8. X 4" MIN. x PAPER BACK O.C. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN- SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING GALV'D MTI_. LATH DOOR CASING MINHEAD SIZE 300 MIN_ HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW 1/8" TEXTURED —DOOR JAMB OR WINDOW WITHIN 8" OF EACH END 4 ATTACH t0 2X PER WITHIN 8' OF EACH END 4 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 ATTACH TO 2X PER ATTACH t0 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. 18' O.C. MAX SPACING. MANUFACTURES DETAILS. 18' O.C. MAX SPACING. MANUFACTURES DETAILS. FINISH a WOOD MANUFACTURES DETAILS. WOOD WEEP SCRF=ED DOOR JAMB TO BLOCK +3-7/t6 �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") CONSTRUCTION 3"" DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16" DOOR JAMB TO BLOCK + _ z A WINDOW TO BLOCK +3/4 OR +5 4C WINDOW TO BLOCK +1-15 16" E WINDOW TO BLOCK +3" G WINDOW TO BLOCK +3-7 16" -0" 8" CMU 2X4: ® 7x4: CO 2X4: CK 2x4: SECURE TO BLOCK W/ W6' SECURE TO BLOCK W/ /6' SECURE TO BLOCK W/ %6' SECURE t0 BLOCK W/4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 1/2" TEXTURED (MIN. SHANK SIZE .145 (MIN. SHANK SIZE _145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN_ HEAD SIZE 300 MIN. HEAD SIZE 300 MIN_ HEAD SIZE 300 MIN. HEAD 51ZE 300 FIN15H e MA5ONR1' MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4") NOTE: STRUCTURAL 2X MUST MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 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' D.C. MAX SPACING_ 18' O.G. MAX SPACING. 18' O.G. MAX SPACING. THROUGH NON-STRUCTURAL 18' O.C. MAX SPACING. 2X6: ® 2X6: ® 2X6: ® 2X6: s s NOTE: STRUCTURAL 2X MUST 3 3/(6" TAPGON MIN. I -Y4' SECURE t0 BLOCK W/I-1/4' SECURE TO BLOCK W/2-/(6 SECURE TO BLOCK W/2 - SECURE TO BLOCK W/2-/(6 EMBEDMENT INTO SLOGK TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 S" CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED WE SCREED MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 %i6' TAPCON MIN. 144' MIN_ HEAD SIZE 300 i2' DRYWALL MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. EMBEDMENT 1 )49 MIN. EMBEDMENT 1,V4') EMBEDMENT INTO BLOCK. MIN_ EMBEDMENT 1 Y4") 1'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT 1 Y4') 3/(6" TAPCON MIN. 1-Y4' WITHIN 8' OF EACH END 4 WITHIN 8" OF EACH END 4 S' CMU WITHIN 8' OF EACH END 4 WITHIN S' OF EACH END 4 EMBEDMENT INTO BLOCK DETAIL 18' O.C. MAX SPACING. 8 CMU 18' O.G. MAX SPACING. 18' O.C_ MAX SPACING. 2ND 2X SECURE TO 18' O.G. MAX SPACING. 8" CMU Xz' DRYWALL STRUCTURAL MEMBER W/(2)126 LOCK CONNECTION 2x8: ® 2X8: ® 2X8: ® 2X8: ®' DRYWALL SECURE TO BLOCK W/2-3/(6' Ys' DRYWALL SECURE TO BLOCK W/2 -3/f6' I"X4' OR I"X2' P.T. NAILER SECURE TO BLOCK W/2-3/(6' WITHIN 8' OF EACH END 4 6' SECURE TO BLOCK W/1 -I/4' , 1'X4' OR I'X2' P.T. NAILER To 8 O.C. MAX I X4 OR 1X2 P.T. NAILER TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN 1' P.T. X 4 MIN_ TAPGONS OR DRIVE PIN TAPCONS OR DRIVE PIN SCALE: 1 1/2" = 1'-0" (MIN. SHANK SIZE _145(MIN. SHANK SIZE .145 1' P.T. X 4' MIN. DOOR CASING (MIN. SHANK SIZE .145 �—DOOR CASING (MIN. SHANK SIZE .145 DOOR GASINCz MIN. HEAD 817E 300 `_DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 MIN_ HEAD 517E 300 MIN. HEAD SIZE 300 DOOR CASING MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 Y4') MIN_ EMBEDMENT 1,%") 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 END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' D.C. MAX SPACING_ IS' O.C. MAX SPACING. 18' O.C. MAX SPACING_ 18' D.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4') NOTE: $HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +1-1/�2" DOOR JAMB TO BLOCK +2 1/,4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" B WINDOW TO BLOCK +1-1 2 D WINDOW TO BLOCK +2 1 4 F jOBLOCK +3L =1' -0 ° A R C H I T E C T S Design r Gou�rn�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SURDIV. & LOT: TUSCA SOUTH LOT 5 2 PROJECT# 1703.00 MODEL: )> 1970>> GARAGE SWING: RIGHT PAGE: MONOLITHIC I- STORY WALL SECTIONS & NOTES ARCHITECT STATE OF FLORIDA `��P 09 zfH.7 JAMES, CSA 2079 LL NV DATEV 09/08/09 SCALE: 1/4"=1'-0" SHEET D 3 OF FIBERGLASS SHINGLES FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 2x4 BLOCKING BETWEEN OVER 015 FELT PAPER ON OVER 015 FELT PAPER ON 2x4 BLOCKING BETWEEN #15 FELT PAPER ON 1/1(o 11 TRUSSES AT FIRST TWO BAYS ° D.S.B. SHEATHING OR ' -1/16" O.S.B. SHEATHING OR 1" TRUSSES AT FIRST TWO BAYS O.S.B. SHEATHING OR "' CDX 4'-0" O.C. CAT SHEATHING CDX PLYWOOID SECURED CDX PLYWOOD SECURED 4'-011 O.C. CAT SHEATHING PLYWOOD SECURED PER SEAMS) PER NAILING SCHEDULE PER NAILING SCHEDULE SEAMS) NAILING SCHEDULE ,. PRE -ENG GABLE TRUSS MTL. DRIP EDGE PRE -ENG TRUSS MTL. DRIP EDGE PRE=ENG GABLE TRUSS CONT_ 2x4 RAT RUN SECURED W/ (2) 126's e EACH TRUSS MTL_ DRIP EDGE —�� SEE ENERGY CODE FORMS 2x4 SUB -BAND CONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND SEE ENERGY GORE FORMS FOR INSULATION R -VALUES. ALUM. SOFFIT W/ (2) 12d s EACH TRUSS ALUM. SOFFIT FOR INSULATION R -VALUES. 77 2x4 SUB=BAND 8" GYPSUM BOARD OR 2° STfFFBACK AT ALL STIFFBACK AT ALL UPRIGHTS �,1 II OVER 4'-10" HIGH (SEE $ G`Y'PSUM BOARD OR z VENTED ALUM_ I HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10° HIGH STRENGTH CLG. SOFFIT 4; BOARD HIGH (SEE SEALED ENG. SEALED ENG. FOR SIZE FOR SIZE CONDITION) CONDITION) 80ARD DOUBLE TOP PLATE TWIST STRAP VERIFY W/ 2x4 NAILER SEE ENERGY CODE FORMS TRUSS PLAN SECURE 2x4 PLATE TO SECURE 2x4 PLATE TO WALL 2x4 @ 24" O.G. INTERIOR WINDOW HEADER SIZEWALL W/ 311x(o" THRU-BOLTS FOR INSULATION R -VALUES. Sllx&" THRU-BOLTS 32" O.C. KNEE WALL VARIES PER WINDOW S MAX THEN SECURE GABLE TO 32" O.C. MAX THEN 2x4 PLATE W/ 12d's 0" O.C. MAX DOUBLE TOP PLATE OPENING SEE HEADER 5" GYPSUM BOARD OR SPAN CHART FOR SECURE GABLE TO 2x4 s 2 OR 2x(o OR 2x8 STUDS 1(o" O.C. DETAILS WINDOW ATTACHMENT AS PLATE W/ 12d's 8" O.C. MAX HIGH STRENGTH CLG. SECURE GABLE TO DBL TOP MAX W/ R-11 BATT. INSUL_ MIN. 16 O.S.B. SHEATHING OR 2" PER MANUFACTURES OR BOA RD PLATE W/ SIMPSON HTC4 a 24" WINDOW HEADER SIZE SPECIFICATIONS SECURE GABLE TO DBL DOUBLE TOP PLATE O.G. MAX VARIES PER WINDOW CDX PLYWOOD. TOP PLATE W/ SfMPSON ATTACHED PER NAILING WINDOW SILL HTC4 e24" O.C. MAX ®HPHEADERSPAN ART FOR DETAILS SCHEDULE ON SHEET D5, X� O R X� GABLE WALL 2x STUDS @ 16" O.C. MAX W/ WINDOOW HEADER SIZE WINDOW ATTACHMENT AS R-11 BATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER FIBERGLASS SHINGLES THICK, 3 GOAT CEMENT 4 OPENING SEE HEADER SPAN SPEGfFIGATIONS OVER #15 FELT PAPER ON 2x4 BLOCKING BETWEEN PLASTER OVER GRADE 4-" T G SUBFLOOR GLUED CHART FOR DETAILS 7/1611 O.S.B. SHEATHING OR TRUSSES AT FIRST TWO 5A1'5 AND NAILED AS PER WINDOW SILL 4 O O_C. CAT SHEATHING "D" FELT PAPER BACK D_S_B. SHEATHING OR !I' SII CDX PLYWOOD 1_ METAL LATH OVER NAILING SCHEDULE i6 CDX PLYWOOD. 2x STUDS e 16" D.C. MAX W/ SECURED PER NAILING SEAMS) APPROVED HOUSE WRAP ATTACHED PER NAILING R-11 BATT. INSUL. MIN. SCHEDULE OR GRADE `D` FELT PAPER SCHEDULE ON SHEET D5 " T G SUBFLOOR GLUED PRE -ENG GABLE TRUSS NOTE: SHEATHING MUST/a" THICK, 3 GOAT CEMENT AND NAILED AS PER MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED NOT BREAK 1'-0" MIN. PLASTER OVER GRADE NAILING SCHEDULE W/ (2)]2d'5 @ EACH TRUSS FROM 2ND FLR LINE D FELT PAPER BACK 2x4 5UB-BAND P = N FLOOR TRUSS METAL LATH OVER SEE ENERG TIO OpEVFAORM� 2x4 CONT. TOP AND RE E G L R R APPROVED HOUSE WRAP ALUM. SOFFIT FOR INSULA R L E ( INSTALL PER MFG. SPECSJ BT. OF FLR TRUSS (TOP OR GRADE IID" FELT ' 2x4 SUPPORTS BT 5" GYPSUM BOARD OR "' PAPER STIFFBACK AT ALL UPRIGHTS sll H II HIGH STRENGTH CLG. OVER 4'-1011 HIGH CSEE HIGH SIRE GTGLG. z PLATE OF 2ND FLR, BT_ SEALED ENG. FOR SIZE � + 2x4 IS FOR WALL BOARD NOTE: SHEATHING MUST PRE -ENG FLOOR TRUSS BOARD SHEATHING NAILER) CONC. FILLED LINTEL BLK NOT BREAK 1'-0" MIN. (INSTALL PER MFG. SPECS.) CONDITION) WEEP SCREED W/ (1) REBAR CONTINUOUS FROM 2ND FLR LINE 8" GYPOUM BOARD OR 2" SECURE GABLE TO DBL 2x4 NAILER HIGH STRENGTH CLG. TOP PLATE W/ SIMPSON ` (SEE DETAIL 2A) R-4.2 BATT. INSUL. 2x4 CONT. e TOP AND BOARD HTC4 24 O.C. MAX 2x4 Q 24" O.C- 'a INTERIOR BT. OF FUR TRUSS (TOP { KNEE WALL EMBED. STRAP VERIFY PRECAST LINTEL 2x4 SUPPORTS BT W/ TRUSS PLAN WINDOW ATTACHMENT AS - CONC. FILLED LINTEL BLK DOUBLE TOP PLATE PER MANUFACTURES PLATE OF 2ND FLR, BT. W/ (1) #� REBAR CONTINUOUS WINDOW HEADER SfZE WINDOW ATTACHMENT AS SPECIFICATIONS 2x4 IS FOR WALL PER MANUFACTURER " 2 THICK, 2 COAT CEMENT SHEATHING NAILER) PREC,&;ST LINTEL VARIES PER WINDOW SPECIFICATIONS PLASTER APPLIED PRECAST SILLWINDOW OPENING SEE HEADER SPAN (1) #5 REBAR VERTICALLY WEEP SCREED PER MANUFACTURER AS CHART FOR DETAILS WINDOW SILL DIRECTLY TO MASONRY W/ CONC. POUR CELL (SEE DETAIL 2A)— SPECIFICATIONSi6 0.5-5. SHEATHING OR 2" 2x STUDS 'a lro" O.G. MAX W/ 1x2 P.T. FURRING STRIPSPRECAST SELL CDX PLYWOOD. R-11 BATT. INSUL. MIN. 2—STORY 16" O.G. EMBED. STRAP VERIFY (i) REBAR VERTICALLY ATTACHED PER NAILING FIRST' FLOOR 8" CMU W/ TRUSS PLAN W/ CONI. POUR CELL SCHEDULE ON SHEET D5 411 T 4 G SUBFLooR GLUED a I AND NAILED AS PER BLOCKSECOND 1/2 GYP. WL. BD. ZIITHICK, 2 COAT CEMENT I 1x2 P.T. FURRING STRIPS 7 II WOOD BASE PLASTER APPLIED i 1�" O.G. /8 THICK, 3 COAT CEMENT NAILING SCHEDULE CT Y TO ........... ....... --J PLASTER OVER GRADE FLOOR FRAME DRE L MASONRY � "D" FELT PAPER BACK I ( 8 CMU SCALE: 3/4`=I'-0` 11 METAL LATH OVER 2—STORY GABLE 1/2 GYP_ WL. SD_ APPROVED HOUSE WRAP 4 WOOD BASE OR GRADE 11D" FELT a FIRST FLOOR PAPER PRE -ENG FLOOR TRUSS BLOCK SECOND ° ( INSTALL PER MFG. SPECS.) NOTE: SHEATHING MUST FLOOR FRAME a NOT BREAK 1'-0" MIN.SCALE. 3/4II '-° 1A II ° a FROM 2ND FLR LINE a° a HIGH STRENGTH e. Z _1-0 - a °• 2x4 CONT_ � TOP AND BT. BOARD OF FLR TRUSS (TOP 2x4 CONC. FILLED LINTEL BLK 16 D.S.B_ SHEATHING OR 211 CDX SUPPORTS BT PLATE OF W/ (1) #5 REBAR CONTINUOUS 2x STUDS 16 " O.C. MAX W/ PLYWOOD. ATTACHED PER 2ND FLR, BT. 15 FOR WALL PRECAST L INTEL R-11 BATT. INSUL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS 1(a" O.C. MAX W/ -" 2" GDX SHEATHING NAILER) 311 T G SUBFLOOR GLUED D5 R-11 BATT. INSUL. MIN. TYVEK BUILDING WRA WINDOW ATTACHMENT AS AND NAILED AS PER s°THICK, 3 COAT CEMENT 3" T 4 G SUBFLOOR GLUED WEEP SCREED PER MANUFACTURER PLASTER APPLIED To METAL AND NAILED AS PER PAPER BACK (SEE DETAIL 2A) SPECIFICATIONS NAILING SCHEDULE UATH OVER 2 LAVERS OF NAILING SCHEDULE GALV'D MTL. LATH (1) #5 REBAR VERTICALLY GRADE D BUILDING PAPER -1/8° TEXTURED EMBED. STRAP VERIFY W/ GONG. POUR CELL rj OR PAPER BACKED LATH _ FINISH WOOD W/ TRUSS PLAN PRECAST SILL f f OVER AN APPROVED HOUSE WOOD i' WEEP SCREED ' 11 CONSTRUCTION 2 THICK, 2 GOAT CEMENT �` 1x2 P.T. FURRING STRIPS WRAP PLASTER APPLIED 2x4 CONT. TOP AND BT. OF �' - z DIRECTLY TO MASONRY 811 CMU N FLR TRUSS (TOP 2x4 I � ---1 1/21 GYP_ WL. BD. SUPPORTS BT PLATE OF 2ND PRE -ENG FLOOR TRUSS FLR, BT. 2x4 IS FDR WALL PRE -ENG FLOOR TRUSS CMU WEEP SCREED WOOD BASE (SEE DETAIL 2A) SIMPSON HETA-1(EMBED. SHEATHING NAILER) 8" GYPSUM BOARD DR 211 1/2" TEXTURED STRAP 32" O.G. MAX VERIFY WEEP SCREED HIGH STRENGTH CLG. FINISH MASONRY W/ TRUSS PLAN (SEE DETAIL 2A) BOARD EMBED. STRAP VERIFY ° S" GYPSUM BOARD OR 211 W/ TRUSS PLAN GONG_ FILLED LINTEL BLK HIGH STRENGTH CLG. BOARD 2"THICK, 2 COAT CEMENT W/ (1) REBAR CONTINUOUS ° PLASTER APPLIED WEEP SCREE DIRECTLY TO MASONRY 2—STORY GABLE W/ VAULT FLOOR CONNECTION AT PARALLEL/ DETAILWOOD TO ]FIRST FLOOR BLOCK 2 PERPENDICULAR PRE—ENG FLOOR TRUSS LOCK CONNECTION 1 FLOOR FRAME SCALE: 3/4"=I'-o"SCALE: 1 1/2"=1'-0" SCALE: 3/4 -1 A R C H IT EC T S Design Grouprn�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8a LOT: TUS C A SOUTH LOT# 52 PROJECT# 1703.00 MODEL: "1970" GARAGE SWING: RIGHT PAGE: O NO LITHIC 2—STORY WALL SECTIONS ARCHITECT: STATE OF FLORIDA 09 JAMES CANTWELL AR NO 12079 DATE: 09/08/09 SCALE: 1/4"=1'-0" SHEET D 4 OF �Wr A R C H IT E C T S Desn Groolnc.u 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 f52 PROJECT# 1703.00 MODEL.- 1970" ODEL-19 70" GARAGE SWING: RIGHT PAGE: misc. DETAILS ARCHITECT: STATE OF FLORIDA 81 C -P 0 1) CANTWELL 1012079 DATE: 09/08/09 SCALE: 1/4"=1'-0" SHEET D 5or