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HomeMy WebLinkAbout38540 Naomi Ave11 ri 0 ELECTRICAL COUNT SYMBOL light 6 outlet 12 smoke detector 2 switch 7 I 1 I I I I I I I I I I I INDICATES I I EXTERIOR WALL LINE I I MANUFACTURED I I I TRUSSES cQ 24" O.C. I I I I I I 1 ( c, I z I I I > I o I I I I I I I I I I I I lip I EXISTING I I I - _ - TRUSSED ROOF I I I I I EXISTING RIDGE I I 1 ROOF FRAMING PLAN SCALE 1 /411 = 1'-011 ------------------------ 1 t ------------------------• I 1 ' ' z 0 I I I I i 2W� jW 1 1 otoe 0Mg Of- = J O 1 1 , 1 Q Z x3o 1 1 U Ix NU-Q 1 , 1 , 1 1 , 1 ' , , - O � 1 ' I , � o 1 ' , ' N I 1 1 ' 1 oo I ' 3 1/2" STEP ioo I ' DOWN IN SLAB � 1 1 • — — — — — — — — — — — — — — — — , , 1 1 , 1 I I _____ 4---}--------------, ------- ----------------------------------------------------------� ii--- 1 1 DOWEL INTO EXISTING FOUNDATION A MIN. OF 6" W/ #5 ROD AND SET IN EPDXY GROUT(Typical) FOUNDATION PLAN 1 1 SCALE 1 /4" = 1'-0" -FOUNDATION SCHEDULE- o -16" wide x 20" deep (To Top of Slab) MONOLITHIC N FOOTING W/ 2- #5 STEEL RODS RUNNING CONTINUOUS ®-12" wide x 8" deep (To Top of Slab) MONOLITHIC FOOTING W/ 1- #5 STEEL RODS RUNNING CONTINUOUS ®4" wide x 8" deep (To Top of Slab) MONOLITHIC FOOTING W/ 1- #5 STEEL RODS RUNNING CONTINUOUS 4" 3000# CONCRETE SLAB WITH FIBERMESH OVER 6 MIL. VISQUEEN AND TERMITE TREATED WELL COMPACTED SOIL (Typical all Slabs) ®-INDICATES FILLED CELLS WITH #5 STEEL ROD RUNNING CONTINUOUS FROM FOOTING TO POURED LINTEL (Typical at all Comers, Window and Door Openings, and Maximum of 8' O.C.) -SEE FLOOR PLAN FOR LOCATIONS- -EIGSTING FOUNDATION - 0 NOTE: TRUSS MFG. AND /OR CONTRACTOR TO VERIFY ALL EXISTING ROOF PITCHES AND CONDITIONS BEFORE CONSTRUCTION TRUSS NOTES: -USE SIMPSON HETA20 FOR TRUSS TO MASONRY WALLS -SEE FLOOR PLAN, FOUNDATION PLAN AND SECTIONS FOR OTHER CONNECTORS -ROOF TRUSS LAYOUT TO BE DEVELOPED BY TRUSS MANUFACTURER -THE ENGINEER RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS INFORMATION IS SUPPLIED TO THE ENGINEER ch l 20'-0" 3'-1" x 3'-2" PC 2 r M © CV M x CV t� � a, r NEW GAME ROOM tD a N N ADDITION X O x 10'-811 - 36" x 32" MIN. CLOSE UP—J- 3'-1" X 3'-2" CONCRETE EXISTING WINDOW PAD ' q__ ' REMOVE EXISTING 37" x 38" WINDOW ' ©'°o' AND INSTALL NEW i N i DOOR 1 1 I ------ EXISTING ,BEDROOM N CrI X z CV) w EXISTING WINDOW 3'-1" x 3'-2" "SIMPSON" #HUC410 W 18- 1/4" x 2 114" TAPCONS to LINTEL & #12d NAILS ALL HOLE LOCATIONS EXISTING WINDOW `--EXISTING WINDOW 2'-2" x 2'-2" 4f A" x 3'-2" CONNECT TO EXISTING MASONRY WALL W/ 16" LONG HORIZONTAL #5 STEEL INTO EXISTING AND NEW WALL SET IN EPDXY GROUT c@ V-0" (Typical) DOWEL INTO EXISTING TOP TIE BEAM MIN. 6" AND SET IN EPDXY GROUT (Typical) onsrmrc3 LMNG AREA EXISTING WINDOW 3'-1" x 3'-2" W-1" x 3'-2" 34'-0" FLOOR PLAN SCALE 1 /4" = 1'-0" EXISTING AREA UNDER ROOF--1328 Sq. Ft. NEW ADDITION AREA---368 " " EXISTING WINDOW 4'-4" x 3'-2" EX TING q OR 3'-0" 11 11 11 11 11 11 11 11 II 11 ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE ANT) CITY OF ZEPHYRHILLS ORDINANCES REV .HPI LS L� �t EXISTING WINDOW 3'-1" x 3'-2" 0 M oosnNo GARAQE EXISTING GARAGE DOOR 9'-0" 14'-0" INDICATES EXTERIOR BLOCK SHEARWALLS NOTE: CONTRACTOR / OWNER TO VERIFY ALL UTILITY LOCATIONS. REQUIREMENTS AND PROPERTY SETBACKS AND IS RESPONSIBLE FOR CODE COMPLIANCE OF THE FLORIDA 2007 BUILDING CODES, and 2009 SUPPLEMENTS- HVAC CONTRACTOR TO SUBMIT ENERGY CALCULATIONS- ELECTRICAL CONTRACTOR TO VERIFY SERVICE REQUIREMENTS AND NEW INSTALLATIONS - ANY DISCREPANCIES ON THE DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE CONSTRUCTION Uj Q Z W LU z cx O Uj Q Z LU O LU O SHEET NO 1 Uj zjJ Z DATE 10/1/09 SOFFIT AND FASCIA TO MATCH EXISTING NEW CONSTRUCTION EXISTING STRUCTURE NEW CONSTRUCTION REAR ELEVATION SCALE 1 /411= 11-011 EXISTING STRUCTURE -I- LEFT ELEVA TION SCALE 1 /411= 11-01 1 C) 1 co EXISTING STRUCTURE EXISTING ASPHALT NEW CONSTRUCTION --I- RIGHT ELEVATION SCALE 1 /411= 11-011 SOFFIT AND FASCIA TO MATCH EXISTING 0 _1 00 ' . O ico � W OC Zac _OW 4Z O try Z OW O= Qc IN• SHEET NO 11-1,� 2 Lu Z� W DATE 10/7/09 Cn 0 0 C'V Q V CD of 0 0 O F- CU O STRUCTURAL SPECIFICATIONS I. GENERAL 1. SUBCONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION TO ENSURE THE SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM IS COMPLETED. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, SHORING, GUYS TO TIE -DOWNS THAT MAY BE NECESSARY. Z SUBCONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF HIS WORK DURING CONSTRUCTION. 3. APPLICABLE BUILDING CODES. - 2007 FLORIDA BUILDING CODE 4. DESIGN LOADS: 1. ROOF: LIVE LOAD ....... 20 PSF(MINIMUM). DEAD LOAD ....... 10 PSF(SHINGLE). 2. FLOOR: LIVE LOAD ...... 45 PSF(MINIMUM). DEAD LOAD ..... 10 PSF 3. SOIL PRESSURE: 2000 PSF (ASSUMED MIN.). 6. ALL CONTRACTORS, SUBCONTRACTORS, SUPPLIERS AND FABRICATORS SHALL BE RESPONSIBLE FOR THE CONTENT OF DRAWINGS, AND FOR THE SUPPLY AND DESIGN OF APPROPRIATE MATERIALS AND WORK PERFORMANCE. 7. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, ERECTED. USED, CLEANED, AND CONDITIONED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. II. SITE WORK 1. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL PRESSURE OF 2000 PSF. SHOULD FIELD CONDITIONS INDICATE THIS MINIMUM CONDITION DOES NOT EXIST, THE SUBCONTRACTOR SHALL IMMEDIATELY NOTIFY CONTRACTOR. 2. THE SUBGRADE UNDER THE NEW CONCRETE FOUNDATIONS SHALL BE COMPACTED TO 95% OPTIMUM DENSITY. SOIL COMPACTION TESTS TO BE TAKEN BY A QUALIFIED SOILS LAB PRIOR TO POURING ANY CONCRETE. 3. FOOTINGS SHALL BE NEAT EXCAVATED WHERE POSSIBLE WITH SIDES AND TOP EDGES FREE OF LOOSE OR WET MATERIALS. WHERE NEAT EXCAVATION IS NOT POSSIBLE, FOOTINGS EXCAVATION SHALL BE OPEN CUT WITH EDGES FORMED AND BRACED. ALL FOOTINGS WITH FORMED EDGES SHALL BE BACKFILLED FROM BOTTOM TO TOP OF FOOTING WITH SELECT FiLL. THE BOTTOM EXCAVATION SHALL BE CLEAN AND DRY WITH ALL LOOSE MATERIAL REMOVED FOR AN ESSENTIALLY FLAT BEARING SURFACE. III. CAST IN PLACE CONCRETE 1. CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS: a.) FOOTINGS, SLAB -ON -GRADE, SLAB FiLL....... 3000 PSI b.) MASONRY WALL TIE BEAMS, TIE COLUMNS ...... 3000 PSI 2. CONCRETE SHALL BE READYMIX PER ASTM C94: a. PORTLAND CEMENT - ASTM C150 b. AGGREGATES - ASTM C33 (3/4" MAX.) c. NO CALCIUM CHLORIDE d. AIR ENTRAINING - ASTM C260 e. WATER REDUCING - ASTM C494 f.) FLYASH - ASTM C618-78 CLASS F (20X MAX.) g.) WATER - CLEAN AND POTABLE 3. REINFORCING STEEL- ASTM A615 GRADE 60. DEFORMED BARS. 4. REQUIRED SLUMP RANGE = 3" TO 5". 5. WELDED WIRE FABRIC: ASTM A185 6. MOISTURE BARRIER: 6 MIL POLYETHYLENE. 7. CODES AND STANDARDS; a. ACI 301 "SPEC FOR STRUCTURAL CONCRETE FOR BUILDINGS." b.J ACI 305 "RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING." c. ACI 318 "BLDG. CODE REQUIREMENTS FOR REINF. CONCRETE." d. ACT 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." 8. MINIMUM LAP SPLICE = 40 BAR DIAMETERS UNLESS NOTED OTHERWISE. 9. CONCRETE FINISHES SHALL BE AS PER ASTM C926 AND C1063. 10. SUBCONTRACTOR IS RESPONSIBLE FOR THE PROPER DESIGN AND CONSTRUCTION OF ALL FORMWORK, SHORING, AND RESHORING. 11. REINFORCING BAR COVER: a. FOOTINGS 3" b. COLUMNS 1 1/2- c. BEAMS AND WALLS 1 1/2" d. SLABS 3/4" (INTERIOR), 1 1/2- (EXTERIOR) 12. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCH TIME. 13. PROVIDE CORNER BARS AT ALL WALL FOOTING CORNERS TO MATCH HORIZONTAL BARS. (25" MINIMUM LAP). 14. ALL BUILDING SLABS -ON -GRADE SHALL BE NOMINAL 4" THICK, FIBER -MESH CONC. OR REINFORCED WITH 6x6-W1.4 W.W.F. ON 6 MIL VAPOR BARRIER. SEE PLANS FOR OTHER CONDITIONS. 15. ANCHOR BOLTS FOR WOOD PLATES TO CONCRETE OR MASONRY: o. J BOLTS - USE 1/2" X 8" "J" BOLTS WITH 6" EMBEDMENT AND 2" PROJECTION WHEN INSTALLED PRIOR TO PLACING CONCRETE, AS SHOWN ON DRAWINGS. b. EXPANSION ANCHORS - USE 1/2" X 3-1/2" IMBED, HILTI KWIK BOLT H. OR EQUAL. AT LOCATIONS (OTHER THAN EDGE CONDITIONS) IN LIEU OF 1/2- X 8" "J" BOLTS. c. EPDXY ANCHORS IN CONCRETE - USE 1/2" X 4-1/4" IMBED, WITH HILT] C100), OR ANCHOR BOND BY CELTITE, INC., AT EDGE OF SLAB CONDITION WHERE BOLT IS LESS THAN 6" TO A CONCRETE EDGE. d. EPDXY ANCHORS IN TOP OF BLOCK WALLS - USE THREADED ROD (3/4" X A6-5/8" IMBED) ON TOP OF 8" MASONRY WALLS WITH HILT] HIT C-100 ADHESIVE OR ANCHOR BOND, WHEN 1/2" X 8" "J BOLTS ARE OMITTED. 16. FOOTING SIZES SHOWN ARE TYPICAL ONLY FOR STATED SOIL BEARING PRESSURE AND CONSISTED COMPACTION. CONTRACTOR SHALL BE RESPONSIBLE FOR FOOTINGS COMPLYING WITH THE DESIGN REQUIREMENTS OF SPECIFIC SOiL CONDITIONS. 17. PROVIDE 1/2* EXPANSION JOINT MATERIAL BETWEEN ALL CONCRETE SLABS AND ABUTTING CONCRETE OR MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED AREAS. IV. MASONRY 1. HOLLOW LOAD BEARING UNITS (CMU) SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE I. GRADE N. MINIMUM NET COMPRESSIVE STRENGTH = 1900 PSI. 2. MORTAR SHALL BE TYPE M OR S AND CONFORM TO ASTM C270. 3. CONCRETE GROUT SHALL CONFORM TO ASTM C476: a. 3000 PSI AT 28 DAYS. b. 318" MAXIMUM AGGREGATE. c. 8 - 11" SLUMP. 4. BARS SHALL HAVE MINIMUM CLEARANCE OF 1/2" FROM MASONRY. THE CLEAR DISTANCE BETWEEN BARS SHALL NOT BE LESS THAN ONE BAR DIAMETER, NOR LESS THAN 1". 5. VERTICAL REINFORCING SHALL BE AT ALL CORNERS, EACH JAMB OF OPENINGS OVER 4 FT. WIDE, UNDER ALL GIRDER LOADS, AND NOT TO EXCEED 8V O/C FOR STRAIGHT WALLS, OR AS SHOWN ON THE DRAWINGS. FILL CELLS WITH CONCRETE GROUT AS SPECIFIED. PROVIDE ACI 90 DEGREE STANDARD HOOKS INTO FOOTING, AND TIE BEAMS. 6. REINFORCING BARS SHALL BE STRAIGHT EXCEPT FOR BENDS AROUND CORNERS AND WHERE BENDS OR HOOKS ARE DETAILED ON THE PLANS. 7. REINFORCING BARS SHALL BE LAPPED 40 BAR DIAMETERS WHERE SPLICED AND SHALL BE WIRED TOGETHER. 8. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL. DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT. 9. CLEANOUTS SHALL BE PROVIDED IN THE BOTTOM COURSE OF MASONRY IN EACH GROUT POUR WHEN THE POUR HEIGHT EXCEEDS 5'. PROVIDE 4" X 4" OBSERVATION HOLE TO VERIFY CONCRETE GROUT PLACEMENT. 10. PLACE ALL MASONRY IN RUNNING BOND WITH 3/8" MORTAR JOINTS. PROVIDE COMPLETE COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL FULLY MORTAR WEBS IN ALL COURSES OF PIERS, COLUMNS, AND PILASTERS AND AND ADJACENT TO GROUTED CELLS. 11. PROVIDE 8" X 8" PRECAST REINFORCED CONCRETE LINTELS OVER ALL MASONRY OPENINGS NOT SHOWN TO HAVE A STRUCTURAL BEAM. MINIMUM END BEARING = 8" (MINIMUM CAPACITY OF 1000 PLF). 12. PROVIDE METAL CAVITY CAPS, 6" WIRE MESH, OR DUR-O-STOP BY DUR-A-WALL, INC., WHERE REQUIRED TO RETAIN GROUT IN VERTICAL CELLS. V. CARPENTRY 1. DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 2. ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP. 3. ALL STRUCTURAL BEAMS AND HEADERS SHALL BE SOUTHERN YELLOW PINE (SYP.) NO. 2 GRADE OR BETTER, WITH SINGLE MEMBER (UNFACTORED) STRESSES AS FOLLOWS: Fv = 90 PSI Fc = 975 PSI E = 1,600.000 PSI fG MAXIMUM MOISTURE CONTENT A. FRAMING LUMBER SHALL BE #2 SPRUCE -PINE -FIR OR BETTER. B. INTERIOR NON -LOAD BEARING WALLS MAY BE UTILITY GRADE. 4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. TT-W-571 AND BEAR THE AMERICAN WOOD PRESERVERS INSTITUTE EQUALITY MARK LP- 2. 6. SHEATHING FOR ROOFS AND WALLS SHALL BE APA RATED (EXPOSURE 1) SHEATHING WITH EXTERIOR GLUE. ALL ROOF SHEATHING TO BE INSTALLED WITH PLYCLIPS. (MAXIMUM 24" 0/C). SEE DETAILS FOR SHEATHING THICKNESSES. 7. NAILING FOR PLYWOOD ROOFS AND WALL SHEATHING SHALL BE 8d COMMONS 4" O.C. 0 PANEL EDGES, AND 6" O.C. INTERMEDIATE, FOR 1/2" SHEATHING OR LESS. NAILING FOR STRUCTURALLY APPROVED ARCHITECTURAL WALL PANELS (1/4"+) SHALL BE 6D COMMON 0 4" O/C AT PANEL EDGES, AND 6" O/C INTERMEDIATE. 8. ALL FLOORING MATERIAL TO BE 3/4" T&G PLYWOOD, NAILED AND GLUED TO FLOOR JOISTS. FLOOR NAIL WITH 10d NAILS AT 3" O/C AT PANEL EDGES, 6" O/C IN THE FIELD. STAGGER NAILS AT 2" O/C AT BUTT ENDS OF PLYWOOD SHEATHING. 9. INSTALL BRIDGING IN ALL (2X) FLOOR OR ROOF JOISTS AT 8'-0" MAXIMUM. INSTALL BLOCKING IN ALL BEARING WALLS AND PARTITIONS OVER 9'-0" MID -HEIGHT. BRACE GABLE END WALLS AT 4'0" O/C WHERE WALL FRAMING IS NOT CONTINUOUS FROM FOUNDATION TO ROOF, OR AS SHOWN ON DRAWINGS. 10. ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 11. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON STRONG71E CO., OR EQUIVALENT. SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO CONTRACTOR FOR APPROVAL. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER. 12. PROVIDE A SINGLE PLATE AT THE BOTTOM AND DOUBLE PLATE AT THE TOP OF ALL LOAD BEARING STUD WALLS. STAGGER END JOINTS IN DOUBLE PLATES AT LEAST 4'-0" 2 X 4 SILL PLATES FOR BEARING WALLS SHALL BE BOLTED TO FOUNDATION AT A MAXIMUM OF 4'-0" O.C. (SEE PLAN). 13. LOAD BEARING STUDS SHALL BE DOUBLED AT ALL ANGLES AND AROUND ALL OPENINGS, AND AT STRUCTURALLY APPROVED ARCHITECTURAL WALL PANEL JOINTS. STUDS SHALL BE TRIPLED AT ALL CORNERS. 14. WOOD LINTELS OVER OPENINGS SHALL BE DOUBLED 2x12 HEADERS UNLESS NOTED OTHERWISE ON PLANS, WITH CONTINUOUS 1/2" PLYWOOD FILLER CUT TO FULL DEPTH OF BEAM BETWEEN 2x MEMBERS. 15. RAFTER SCHEDULE FOR CONVENTIONAL FRAMED AREAS. MAXIMUM MAXIMUM MEMBER SIZE SPAN (SYP #2) SPAN (SPF#2) 2 X 4 7FT. 6FT. 2 X 6 9FT. 8FT. 2 X 8 12 FT. 10 FT, 2X 10 14 FT. 12 FT. 2X12 16FT. 14 FT. NOTE 1: RAFTERS MUST BE BRACED LATERALLY BY A CONTINUOUS NAILING OF SHEATHING OR BRACED AT 24" O/C, WITH MINIMUM 1X4. NOTE 2: RAFTER SPACING NOT TO EXCEED 24" 0/C. NOTE 3: RIDGE BOARDS TO BE ONE SIZE LARGER THAN RAFTER UNLESS OTHERWISE NOTED ON PLANS. NOTE 4: CONNECTOR SCHEDULE A. SIMPSON MTS20 (OR EQUAL) BETWEEN CAT BLOCKING AND ROOF TRUSSES. B. SIMPSON H5 OR EQUAL BETWEEN RAFTER TAILS TO CAT BLOCKING. C. SIMPSON H5 �OR EQUAL BETWEEN THE RAFTERS AND RIDGE BOARD. D. SIMPSON CS20 AT ENDS OF RIDGE BOARD, OR SIMPSON JOIST HANGER WHERE APPLICABLE. 3/4' X 5" DEEP HOLE FILLED W/ SIMPSON "SET" EPDXY #5 BAR W/ 25" MIN LAP SPLICE 30" LONG #5 BAR EPDXIED INTO CONCRETE HARDENED CONCRETE %�./�5 RE -BAR RETROFIT DETAIL U DESIGN PRESSURES - 120 MPH BASIC WIND SPEED Wind Velocity (mph) 120 Building Category II ENCLOSED Importance Factor 1 IMPACT RESISTANT WINDOWS Exposure Category B AND DOORS ARE NOT Internal Pressure Coefficient + 0.18 PROVIDED COMPONENT & CLADDING DESIGN PRESSURES (PSF) - 120 MPH BASIC WIND SPEED DESCRIPTION 1 2 3 4 5 ROOF & WALL COMPONENTS & -23.7 -50.10 -50.10 -28.10 -34.70 CLADDING (INCLUDING WINDOWS AND DOORS) OVERHANG COMPONENTS AND 48.30 -81.20 - - CLADDING GARAGE DOORS - - - -24.30 -24.30 <>8 ® � FT � 8 FT ® ® tot 8 FT 8 FT TYPICAL NAILING SCHEDULE Ledger strip 16d common 3 at each joist Sole plate to joist or 16d common 16 O.C. blocking, face nail Top of sole plate to stud, 16d common 2 and nailed Stud to sole plate, toe nail 8d common 4 Doubled studs, face nail 10d common 24 O.C. Doubled top plates, face 10d common 16 along each nail ed e Continuous header to 8d common 3 stud, toe nail 1X8 sheathing or less to 8d common 2 each bearing, face nail Over 1X8 sheathing to 8d common 3 each bearing, face nail Build-up corner studs 16d common 2e O.C. Build-up griders and 20d common 32" O.C. at top beams up to three members and bottom and staggered 2 ends at each splice 1/2" Gypsum Sheathing 11 go 1-1/2' 4"O.C. at edges 7 16" head 8" o.c. at other bearing. 5 8 Gypsum Sheathing 11 go 1-3/4" 4"O.C, at edges 7 16" head 8" o.c. at other bearing. Gypsum Wallboard 1/2- 1-3/8" drywall nail 7"O.C. on ceilings 8"O.C. on walls 5/8" 1-1/2" drywall nail 7"O.C. on ceilings 8"O.C. on walls Hardboard Lap Siding, 8d corrosion resistant 16 O.C. at top Direct to Studs with minimum shank and bottom edges dia. of 0.0990 inch and minimum head dia. of 0.240 inch Hardboard Lap Siding, 10d corrosion resistant 16 O.C. at top Over sheathing with minimum shank and bottom edges dia. of 0.0990 inch and minimum head dia. of 0.240 inch Hardboard Panel siding, 6d corrosion resistant 6 Q.C. at edges Direct to Studs with minimum shank 12" O.C. at dia. of 0.0920 inch Intermediate and minimum head supports dia. of 0.225 inch Hardboard Panel siding, 8d corrosion resistant 6 O.C. at edges Over to Sheathing with minimum shank 12" O.C. at dia, of 0.0920 inch Intermediate and minimum head supports dia. of 0.225 inch PROTECTION AGAINST TERMITES R320.1 Termite Protection. Termite protection shall be provided by registered termiticides, including soil applied pesticides, baiting systems and pesticides applied to wood, or other approved methods of termite protection labeled for use as a preventative treatment to new construction. See Section 202, Registered terrmiticide. Upon completion of the application of the termite protective treatment, a Certificate of Compliance shall be issued to the building department by the licensed pest control company that contains the following statement: 'The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florido Department of Agriculture and Consumer Services." R320.1.1 If soil treatment is used for subterranean termite prevention, the initial chemical soil treatment inside the foundation perimeter shall be done after all excavation, bockfilling and compaction is complete. R320.1.2 If soil treatment is used for subterranean termite prevention, soil area disturbed after initial chemical soil treatment shall be retreated with a chemical soil treatment, including spaces boxed or formed. R320.1.3 If soil treatment is used for subterranean termite prevention, space in concrete floors boxed out or formed for the subsequent installation of plumbing traps, drains or any other purpose shall be created by using plastic or metal permanently placed forms of sufficient depth to eliminate any planned soil disturbance after initial chemical soil treatment. R320.1.4 If soil treatment is used for subterranean termite prevention, chemically treated soil shall be protected with a minimum 6 mil vapor retarder to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreotment is required. Any work, including placement of reinforcing steel. done after chemical treatment until the concrete floor is poured, shall be done in such manner as to avoid penetrating or disturbing treated soil. R320.1.5 If soil treatment is used for subterranean termite prevention, concrete overpour or mortar accumulated along the exterior foundation perimeter shall be removed prior to exterior chemical soil treatment, to enhance vertical penetration of the chemicals. R320.1.6 If soil treatment is used for subterranean termite prevention, chemical soil treatments shall also be applied under all exterior concrete or grade within 1 foot (305 mm) of the primary structure sidewalls. Also, a vertical chemical barrier shall be applied promptly after construction is completed, including initial landscaping and irrigation/sprinkler installation. Any soil disturbed after the chemical vertical barrier is applied shall be promptly retreated. R320.1.7 If a registered termiticide formulated and registered as a bait system is used for subterranean termite prevention, Sections R320.1.1through R310.1.6 do not apply; however, a signed contract assuring the installation. maintenance and monitoring of the baiting system for a minimum of 5 years from the issue of the Certificate of Occupancy shall be provided to the building official prior to the pouring of the slab, and the system must be installed prior to final building approval. If the baiting system directions for use require a monitoring phase prior to installation of the pesticide active ingredient, the installation of the monitoring phase components shall be deemed to constitute installation of the system. R320.1.8 If a registered termiticide formulated and registered as a wood treatment is used for subterranean termite prevention, Sections R320.1.1 through R320.1.6 do not apply. Application of the wood treatment termiticide shall be as required by label directions for use, and must be completed prior to final building approval. R320.2 Penetration. Protective sleeves around metallic piping penetrating concrete slab -on -grade floors shall not be of cellulose -containing materials and, if soil treatment is used for subterranean termite protection, shall receive application of a termiticide in annular space between sleeve and pipe. R320.3 Cleaning. Cells and cavities in masonry units and air gaps between brick, stone or masonry veneers and the structure shall be cleaned of all nonpreservative treated or nonnaturally durable wood, or other cellulose -containing material prior to concrete placement. Exception: Inorganic material manufactured for closing cells in foundation concrete masonry unit construction or dean earth fill placed in concrete masonry unit voids below slab level before termite treatment is performed. R320.4 Concrete bearing ledge. Brick, stone or other veneer shall be supported by a concrete bearing ledge of such thickness as required in Chapter 14, which is poured integrally with the concrete foundation. No supplemental concrete foundation pours which will create a hidden cold 'pint shall be used without supplemental treatment in the foundation unless there is an approved physical barrier. An approved physical barrier shall also be installed from below the wall sill plate or first block course horizontally to embed in a mortar pint. If masonry veneer extends below grade, a termite protective treatment must be applied to the cavity created between the veneer and the foundation, in lieu of a physical barrier. Exception: Veneer supported by a structural member secured to the foundation sidewall as provided In Section 1403, provided at least a 6 inch (152 mm) clear inspection spats of the foundation sidewall exterior exist between the veneer and the top of any soil, sod, mulch or other organic landscaping component, deck, apron, porch, walk or any other work immediately adjacent to or adjoining the structure. R320.5 Pressure preservatively treated and naturally resistant wood. Heartwood of redwood, eastern red cedar, and pressure- preservative -treated wood in accordance with the AWQA standards fisted in Section R319.1 shall be considered termite resistant. Pressure preservatively treated wood and naturally termite- resistant wood shall not be used as a physical barrier unless a barrier can be inspected for any termite shelter tubes around the inside and outside edges and joints of a barrier. R320.5.1 Quality mark. Lumber and plywood required to be pressure -preservative treated in accordance with Section R320.1 shall bear the quality mark of an approved inspection agency which maintains continuing supervision, testing and inspection over the quality of the product and which has been approved by an accreditation body which complies with the requirements of the American Lumber Standard Committee's treated wood program. R320.5.2 Field treatment. Field cut ends, notches and drilled holes of pressure-preservatively treated wood shall be retreated in the field in accordance with AWPA M4. R320.6 Foam plastic protection. Extruded and expanded polystyrene, polyisocyonurate and other foam plastics shall not be installed on the exterior face or under interior or exterior foundation walls or slab foundations located below grade. The clearance between foam plastics Installed above grade and exposed earth shall be at least 6 inches (152 mm). Exceptions: 1. Buildings where the structural members of walls, floors, ceil ings and roofs are entirely of noncombustible materials or pressure -preservative- treated wood. 2. when in addition to the requirements of Section R320.1, an approved method of protecting the foam plastic and structure from subterranean termite damage is used 3. On the interior side of basement walls. R320.7 Protection against decay and termites. Condensate lines and roof downspouts shall discharge at least 1 foot (305 mm) away from the structure sidewall, whether by underground piping. tail extensions or splash blocks. Gutters with downspouts are required on all buildings with eaves of less than 6 inches (152 mm) horizontal projection except for gable end rakes or on a roof above another roof. R320.8 Preparation of building site and removal of debris. R320.8.1 All building sites shall be graded to provide drainage under all potions of the building not occupied by basements. R320.8.2 The foundation and the area encompassed within 1 foot (305 mm) therein shall have all vegetation, stumps, dead roots, cardboard, trash and foreign material removed and the fill material shall be free of vegetation and foreign material. The fill shall be compacted to assure adequate support of the foundation. R320.8.3 After all work is completed, loose wood and debris shall be completely removed from under the building and within 1 foot (305 mm) thereof. All wood forms and supports shall be completely removed. This includes, but is not limited to: wooden grade stakes, forms, contraction spacers, tub trap boxes, plumbing supports, bracing, shoring, forms or other cellulose -containing material placed in any location where such materials are not clearly visible and readily removable prior to completion of the work. Wood shall not be stored in contact with the ground under any building. R320.9 Naturally resistant wood. Heartwood of redwood and eastern red cedar shall be considered termite resistant. 150 IN CELL POURED SOLD i�■ice■i��i■�i■■i SEE FLOOR PLAN TYP. MA ONRY H P w REVISIONS 1 7 I U Z C9 0 �c ON /Z� �i. rn * ao I W win�Win W "',,�0) N Z o°° Zm tim m 12 �W �_I0. W 0U� a Z y ro _ o p 9 H GOp X _�-M Li W 0 a a co �, Wiz Vl �Zx 0 U WgW 2 ►�- 6 rWn C11 (A W& =-UN -W 3 Zt7 Oi Of O J m(Oj L70 W0 �zz Wl=o Uzm 00 N3 z in o0 boa 3kn �- z4, WliO 0� 0= Woo: au' in� ZF RAo F=o 0 U • �. ( ) �J Ld G 0 ♦Q^i EC V ry O U o �=+ ry Cn Q E O O SCALE: N TS BUILDER: DESIGN: J.L THOMPSON DAZE October 2009 SHEET: S1 a KNOCKOUT BLOCK PRECAST LINTEL P// OURED f15 DIAM. W (1 #5 DIAM. P RE SOLID "i. 7- PERIMETER BEAM/LINTELS PRECAST LINTEL OVER DOOR & WINDOWS LESS THAN 4'-0" SPAN PC1 PC2 KN/OCK)O#UT BLOCK KN//O(C�2K))OUTT BLOCK POURED SOUDIAM. PtSURED SOLID IAM. POURED �►. SOLID (1) #5 (1) #5 PRECAST LINTEL PRECAST CONC LINTEL 4'-0" TO 9'-0" SPAN 9'-O" TO 25'-0" SPAN PC3 PC4 NOTE: PRECAST LINTELS SHALL BE "CAST CRETE" OR EQUAL. USE PRE -STRESSED PRECAST LINTEL FOR SPANS GREATER THAN 14'-4" THE K.O. BLOCK ABOVE THE LINTEL IS THE MINIMUM REQUIRED. ADDITIONAL GROUT FILLED CMU BLOCKS CAN BE INSTALLED BETWEEN THE K.O. BLOCK AND THE LINTEL FOR HIGH REQUIREMENTS. THE K.O. BLOCK ABOVE CAN BE THE SAME AS THE WALL TIE BEAM. CMU GABLE END WALL W,/ FLAT CEILING WIND SPEED 130 MPH 3-SEC. GUST. MEAN ROOF HEIGHT UP TO 30'-0" NOT TO SCALE AorG DETAILING DIMENSION DETAILING DIMENSION -=3 - Ur d O OI_ .Y _k BAR SIZE 180' HOOK 90' HOOK AorG J D AorG D #3 5" 3" 2 1 /4" 6" 2 1 /4" #4 6" 4" 3" 8" 3" #5 7" 5" 3 3/4" 10" 3 3/4" #6 8" 6" 4 1/2" 12" 4 1/2" #7 10" 7" 5 1/4" 14" 5 1/4" #8 11" 8" 6" 16" 6" #9 15" 1 11 3/4" 9 1/2" 19" 9 1/2" #10 17" 13 1/4" 10 3/4" 1 22" 10 3/4" C)__SjA_NQARQ PRE-ENG WOOD TRUSS (TYP) SECURE RIDGE BEAM TO GIRDER W/ USP UH26 JOIST SEAT W/ (8) 16d NAILS TO GIRDER & (3) 16d NAILS TO RIDGE BEAM 2x4 COLLAR TIE MID -HEIGHT O GIRDER. PROVIDE (5) 12d NAILS EA END CONT1NUE SHEATHING BELOW CONVENTIONAL FRMG O ATTACHED STRUCTURES WHICH ARE ONLY PARTIALLY ENCLOSED SUCH AS ENTRYWAYS AND PORCHES CONVENTIONAL/ VALLEY FRAMING ISOMETRIC N.T.S. NOTES: — — —RIDGE LINE— RIDGE LINE t t + + + + t + t + + + + + + + + + Location Nails Nail Spacing Gable Ends Edge 8d 4" Gable Ends Field 8d 8" Other - Edges 8d 6" Other -Field 8d 10" NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. .1 I i .. I t ALL RAFTERS SHALL BE #2 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: UP TO 8'-0" ........... 2x6 8'-0" TO 12'-0" ........... 2x8 12'-0" TO 15'-0" ........... 200 15'-0" TO 18'-0" ........... 202 ORIDGE BEAM SHALL BE #2 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE 2" (NOMINAL) LARGER THAN RAFTERS W/ A MAXIMUM RIDGE SIZE OF 2x12 FOR 2x12 RAFTERS. QCLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ USP HMSTA24 TENSION STRAPS O EACH TRUSS USING (14) 8d NAILS. INSTALL THE STRAP BY CUTTING A HOLE INTO THE SHEATHING O EACH SIDE OF TRUSS AND THREADING THE U-SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. OSECURE RAFTERS TO CLEAT USING USP HMSTA24 TENSION STRAPS W/ (14) 8d NAILS FOR 2x12 RAFTERS. (10) 8d NAILS FOR 2x10 RAFTERS, (8) 8d NAILS FOR 2x6 RAFTERS WITH SPANS OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" SHALL BE TOE -NAILED TO CLEAT W/ (8) 10d NAILS. SECURE RAFTERS TO RIDGE BEAM USING USP TMU26 SLOPING JOIST SEAT W/ (10) 1Od NAILS INTO RIDGE BEAM AND (7) 1Od NAILS INTO 202 RAFTERS. USE (8) 10d & (6) 10d RESPECTIVELY FOR 2x10 RAFTERS; (6) 10d & (6) 10d FOR 2x8 & 2x6 RAFTERS WITH SPANS OF 4'-O" OR GREATER. 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" MAY BE TOE -NAILED TO RIDGE BEAM W/ (8) 10d NAILS. "L" BRACING( REQUIREMENTS SPACING 'L" BRACE "L1) BRACE "LBRACE "L2") BRACE 16 0 0 - 4 -5 4 -5 - 8 -0 -0 - 12 -0 -0 - 16 -0 24 0'-0- - 4 -0 4 -0 - -0 -0 0 - 10 - - - 14'-0 NOTE: "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH PRE-ENGINEERED WOOD - OVERLAP TRUSS BRACING AT LEAST ONE TRUSS » OVERLAP SPACE -I�— (2) 12d PER JOINT 1"W TRUSS BRACING CONTINUOUS BOTTOM CHORD BRACING SCALE: NOT TO SCALE 2"x4" BLOCKING CAD 48" O/C "L" BRACE ATTACHED W/ 10d NAILS 0 4" O/C TYPICAL GABLE TRUSS WE DOUBLE "L" BRACING DETAIL SECTION a SCALE: NOT M SCALE S2 2"x4" BLOCKING ® 48" O/C "L" BRACE ATTACHED W/ 10d NAILS ® 4" O/C TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL SECTION B SCALE: NOT 'm SCALE S2 PRECAST CONC. LINTEL W/ — MIN. 1000 PLF CAPACITY U.N.O. .. 8" MIN. BEARING O EA. END i g�#5 BAR HORIZ. I i OUTED P.C. LINTEL i .. t� BA W1A NTONLINTEL &5" E �f VERT. REINF. CELL (SEE NOTE 2 BELOW) • (1) #5 BAR VERT REINF. IN FILLED CELL NOTE: 1. EACH JAMB OPENING TO BE REINFORCED W/ (1) #5 BAR VERT. IN CONC. FILLED CELL 2. PRECAST LINTEL FOR OPENING GREATER THAN OR EQUAL TO 6'-0" TO HAVE #5 BENT BARS INTO JAMBS AS SHOWN 3. PRECAST LINTELS SHALL BE "CAST CRETE" OR EQUAL. TYPICAL PRECAST LINTEL SCALE: N.T.S. 1/2" PLYWOOD OR OSS SHEATHING TOP CHORD BLOWNG FOR FIRST FOUR ROWS 2"x4" STIFFNER O 24" O/C. OF TRUSSES O EDGES OF SHEATHING TWAT. r TOE -NAIL W/ (2) 16d NAILS I I I I I I "L" BRACE TO EXTEND AT LEAST 2X4 8'-0" LONG LATERAL I 90x OF WEB LENGTH (SEE TABLE) BRACING O 48" D.C. TOP AND BOTTOM I ABLE TRUSS I /16 OSB SHEATHING I ATTACHED W/ 10d NAILS O 6" O/C I EDGES AND It O/C FIELD TRUSS BOTTOM I 1 A 2X4 BLOCKING O 48" O/C FOR FIRST J S2 (4) ROWS OF TRUSSES W/ (2) 16d l TOE -NAILS ON EACH END. SCALE: 3/4"=1 2-16d NAILS PER BOTTOM CHORD SECTION 1 SCALE NOT TO SCA S2 2-16d NAILS I I 4-16d I GYPSUM WALL BOARD-J 2"x8" P.T. SILL W/ 1/4" x 2-3/4" in, TAPCONS O 6" O.C. DETAIL rA SCALE: NOT TO S,2 IPSON META20 OR EQUAL 6'-0" O/C TYPICAL 2"x4" CROSS (SEE PLAN ;AT10NS) ;d PER JOINT %1 CONTINUITY OF TIE BEAM STE L REVISIONS CU Z_ N Z C7 04 w o0 OD tOO)M ^M W mN Z 0 0%Co Zwa: Loo � o J c x 00 a 4 _I C9 W m w m 0 w z LA ao 0] W 3: N Jw Ln m� -W w 1La 00N o8 _ ZO 0V � �z wV U. ==Z F mU ;a aoz z —J SOZ L, z 2 in Z(n }�}zm Q3Qrn za ptn Wp� W Q� z D: W v0-io U C N � Ld C 0 U C .0 ~+ ��yy L1_ � Q t n v ' C NN0 SCALE NTS BU LDER: DESIGN: J.L. THOMPSON DATE: October 2009 SHEET: S2 .._t4 _4 ..1 2 -.--.- -- 7' M7h FAW-11A NT zx w000 rR Am:* -� .- Ed P031-'T 4v k Ar ' ,. t3Y I.TT-1 Rg . ths'dl.l-.dkTI(XN,rhiCHC?R ts• Ij I HEIt� Ft LLk r F °TI'� A:HEA" MIV* 4. 3/t" mTN EMF FkiT-4-I"1RF7NT.ti-I GI�TAJi.E H" O rHER3 d -rKLRf-tL-2--' rt. 1t4' M.Ax. SPACE elforilekl SEE t•L�a 40 - �~'.. 01AIL i �111 It'J7��ii y) GXTEc W;A 1r) It'ITEam y { ;/gyp • -J` .�• ...- � rJ •�t' � ,-fir' r+•-�- . t % 5 ," ;, VERTICAL SECTION '�- "FAD 2x WCCD FRAME `-- Rh I VSTMI A71" i VERTICAL SECTION _XTf:R�QR2i-i �,! ItJr1Il 1 - -- - �3 r/ PALCTIYG RIAL r-� � •} f ti i 17Il 'uJ]hbo,V '_�+� ' ?` SeE faLRZ:C!JE HEIbH I jit , ~ 1, PERLii`TT42141, 1 MAX CAULK E7�?ERICt- *1" --toot I" IPJ_ ]tb 1 RNC; t*A 1.142 1u806 3VCK FIN SI ZX *OlO[J r BY V i a•ER5 Ir tL4_K / 1 lIZ' ~� cLn[.RE'f!MAI+J;eY `�t ,�a vrc,�Jn ,�ue;_ru - A0KIN iy 0TWER; iDJ5rALLA''20'4 EA+•a€t3+wErJ '� CALLK 3ETWEEFJ AWGI-GR WNGRE I Ef 11AA->1JtJf-V 4 2X W0-Ob RUCK WV C7T•4EQi VERTICAL SECTION FIN IMflTALLAIM Glazed autswing Unit METAL -EDGE STEEL.. DOORS APPROVED ARRANGEMENT: I j urns a, 01hef sm are COMeteld by this report as iong as me panel used dots not ! exceed 3`0' s 6'8r Soole Door meamiels Iwt Ia . It a 6 0 Dodp P1tlit ws +50.5/-50.5 k'aF111" ow" W, -9 f"1111f10 dM,�, s ,w1 Law M Iw " ftwow" Hurricane protective system (shutters) is REQUIRED. Aa" #Into W"w% &a fpa! rtaa0nt .nwoew iM ! rprwtri f1,Y0000 AMl1 ,At �lgneba tc>leo. a iNslnw.11 fA Mat} aw.0 MINIMUM ASUMBLY DETAIL. CctrnplQM requats that mfinowi11 assembly MWIS have bw folbaued - See MAD-WL-V"I 102 and MAD-Wi-MA0041 V MINIMUM INSTALLATION DETAIL: Comptrwe re4uxes that menunum iinsUllow detarss have beer► followed - see MID-WL-MAOWI U? APPROVED DOOR STYLES: 114 GLASS: i � � Ella 7<ii ' iYi• i Y�ij I oc \3L t zU .T,ar�1 IA f JA 5wac IA Ulm fiB} SraM• 112 GLASS: Ul h1b Sean` 106 6UIrmo' 1791 Wn' .1x Slaw 17 r11 23 %t N R4 St.sir • IOr Salle' tOr slF.r !u1 s:.>rs Ifre sm u -4 olio bar kepi s M k4o"np dow !dies S Do* 5 Ae'.A wa moll. 6,we1oo ? pow, twb w a rN40 00 eciar RAC as...) Mi Usk*a W - �11 -wE'F•••',i.4+"ra•e.aq•.•.r+ ww•. M.•H,�... ,wet rM sva.a 1 aa un i!• ir!�rylt:cn •! C�rCur at,9r 37MEADSCt-NIN eGEMEN' BV OTHERS \ SFCA`Vts:'; \ , -- 44 -tK WREW P OTHERS \; lk. ,;TA! ! 4TTl7N eaut..r_ a1 mio-) ---- •; . . % ' rI�b tl-EA'I'IV6 EXTERIOR PtWr.5 i - RV ITNFiK I PEPLAETM I?4' MAX. 51." SPACS Bi+ 7.;AVLK -Y i CIA WTi%1!n y =attT 5tt &ViC NO t>ETA3L FXTFWOR 191i 1tV' �141:31t VERTICAL SECTION WE"-3TI1'STU11� ' ftN IN$TALLA1INM 1+' r 1 E):TFt3tt1R IM'ENTFtZCIR F t- +ArTNl11?V.r og.+ti F 1!•iC>E IT : { � •�N, -�!� + CNJ_I - t RV OTi-FR.li ExrektoR FTt+iTSN I by OTI-CRS ! 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DD sm:dx n T Elai1+ aMef1�>ada P nss~1 dFtf uldaf4aym�i tc mabl�tt a r� met woofs srllpa r MC„9f 17 sun'Irj'd �111 rM sd RieW MM�t be 3Mtt an m44, 4+blpi:a eu1 t;, be ti t gS i1•FYfp t'fRtJLp1yCJE D .t]ttI d9 of In whore an ' o �"'°� a 1 w s e„ssmme U1111�11o�Lgr�r tlrr�A to � utllrl� � ua1 TM S.nrA �n C1E eaertltaetl a� ai t re Ps�ts'�r�'. +tl I�pytMa sAs VN1d Flca !'latrt ►oaols. ° cetsJq, Mi 3hh! 61 tTatle teeEd �iNAn A•f rstl adQ dis f+fY PI tlt7r1110'i trill r!'11 rtlrwa INY 0 �POfit;44T- Rnprff fdaka! 111nAperIsonid",Mpa tledMe, maludtlpn3ld snow. i^iI13p �e �>AtLi1 t t{�firrt al fALfr:: r!1!Gt REVISIONS I U Z ob Z qt O W 0000 o ,H o 0) W �" °'mN Z 0 LA_ -00 �.i m to "t.i `Z aJ'x Ica z � O U Q N 0 z a� Vt I.. f Ld o ry *+_ D C U .o }•, Q V 'Q z E O O SCALE: NTS BULDER: DESIGN: J. L THOMPSON DATE: Octobor 2009 SHEET: