POJECT Designer: Building Designs Inc. 6404 US 7 S Sebring, Fl. 876 86-47-55 Office 86-47-94 Fax Contractor: Project: Upland Homes 69 US7 S. Sebring, Fl. 870 86-85-54 05/9/4 HV EV 05/9/4 HV FINAL 05/0/4 HV New Wave Model CONTACTO 4 Living 9 Entry 689 Total 69 US 7 S. SEBING, FL. 870 SCHEDULE OF DAWINGS ACHITECTUAL ELECTICAL A.00 Title Sheet A.00 Exterior Elevations A.00 Floor Plan A4.00 Furniture Plan Section Views E.00 Electrical Layout STUCTUAL CIVIL S.00 Foundation Plan S.00 Steel Placement Plan S.00 Truss Framing Plan S.00 Structural Details C.00 Site Plan DESIGNE 6404 US 7 S. SEBING FL. 876 (86) 47-55 Copyright 04 By Building Designs, Inc. All ights eserved THIS STUCTUE HAS BEEN DESIGNED IN ACCODANCE WITH THE 00 FLOIDA BUILDING CODE, THE 00 FLOIDA BUILDING CODE AMENDEMENTS AND ASCE 7-0. THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FO THE FOLLOWING SUPEIMPOSED LOADS. FLOOS: LIVE LOAD - 40 P.S.F. DEAD LOAD - 0 P.S.F. GAAGE SLAB: LIVE LOAD - 50 P.S.F. DEAD LOAD - 0 P.S.F. OOF: WIND: GENEAL NOTES: LIVE LOAD (TUSS TOP CHOD) - 0 P.S.F. DEAD LOAD (TUSS TOP CHOD) - 0 P.S.F. NO STOAGE (8 P.S.F. WHEN TILE OOFING IS INSTALLED) DEAD LOAD (TUSS BOTTOM CHOD) - 0 P.S.F. NO STOAGE ASSUMED TUSS SHELF WEIGHT (DEAD LOAD) - 7 P.S.F. BUILDING IS DESIGNED TO CONFOM TO ASCE 7-0, CHAPTE 6; PE 00 FLOIDA ESIDENTIAL BUILDING CODE SECTION 0... AND 00 FLOIDA BUILDING CODE SECTION 609.. COMPONENT AND CLADDING +/- P.S.F. CODE 00 SECTION 609 BASIC WIND SPEED: (Table 609..) V ultimate = 50 mph, V basic = 6 mph V ultimate = 40 mph, V basic = 08 mph V ultimate = 0 mph, V basic = 0 mph ISK CATEGOY: CATEGOY I CATEGOY III CATEGOY II CATEGOY IV BUILDING OCCUPANCY CLASSIFICATION: GOUP A - ASSEMBLY GOUP B - BUSINESS GOUP D - DAY CAE CENTE GOUP E - EDUCATIONAL GOUP F - FACTOY BUILDING CONSTUCTION TYPE: TYPE I TYPE II TYPE III DESIGN PAAMETES: GOUP H - HAZADOUS GOUP I - INSTITUTIONAL GOUP M - MECANTILE GOUP - ESIDENTIAL GOUP S - STOAGE TYPE IV TYPE V EXPOSUE CATEGOY: B C D WINDBONE DEBIS EGION: NO YES IMPACT ESISTANT GLAZING IMPACT ESISTANT COVEING COMBINATION OF IMPACT ESISTANCE GLAZING & COVEING INTENAL PESSUE COEFFICIENTS: 0.00 (OPEN) +0.8, -0.8 (ENCLOSED) MEAN OOF HEIGHT 0'-0" O LESS GEATE THAN 0'-0" PODUCT APPOVAL INFOMATION PODUCT MANUFACTUE TYPE NOA OOFING GAF TIMBELINE NATUAL SHADOW FL04 WINDOWS P.G.T. S.H.-4000 06-0706.04 SLIDING GLASS DOOS P.G.T. SGD-500 08-0.0 SWING DOOS THEMA TU 80" STEEL "PEMIUM SEIES" FL56.4-68 GAAGE DOOS AYNO STEEL O.H. 6'-0" 08-0709.09 GAAGE DOOS AYNO STEEL O.H. 6'-0" - '-0" 08-0709.07 MEMBE AMEICAN INSTITUTE A.00
LAP SIDING CODE APPOVED SHINGLE OVE 5# OOFING FELT (MIN.) 5 TOP OF IDGE @ '-0 5/8" 05/9/4 HV EV 05/9/4 HV FINAL 05/0/4 HV 4" OVEHANG X 6 SUB-FASCIA VENTED SOFFIT ALUM FASCIA 4" STUCCO BANDING TOP OF ACH @ 7'-4" 4" STUCCO BANDING 6070 TOP OF BEAING @ 8'-0" TOP OF OPENING @ 6'-8" POJECT SH #4 SH #4-5 EGESS FONT ELEVATION SCALE: /4" = ' 068 CEMENTIOUS COATING SEE COLUMN DETAIL S.00 FLOO @ 0'-00" FINISH GADE @ -0-8" 4 Living 9 Entry 689 Total IDGE VENT 6068 CONTACTO 69 US 7 S. SEBING, FL. 870 SH #4-5 EGESS MASONY WALLS: CONCETE MASONY UNITS (CMU) SHALL BE HOLLOW UNIT MASONY IN ACCODANCE WITH ASTM C-90 AND SHALL HAVE A MINIMUM F'M OF,500 P.S.I. EA ELEVATION SCALE: /4" = ' MOTA SHALL CONFOM TO ASTM C-70 AND SHALL BE EITHE TYPE M O S. EINFOCING STEEL SHALL BE GADE 40 MINIMUM AND IDENTIFIED IN ACCODANCE WITH ASTM A-65. LAP SPLICES, WHEE EQUIED, SHALL BE A MINIMUM OF 5" FO #5 EBA, 0" FO #6 EBA & 5" FO #7 EBA. GOUT FO THE POUED CELLS AND LINTELS SHALL HAVE A MAXIMUM COUSE AGGEGATE SIZE OF /8", PLACED AT AN 8 TO INCH SLUMP AND HAVE A MINIMUM 8 DAY COMPESSIVE STENGTH OF,500 P.S.I. (WHEN TESTED PE ASTM C-09). IDGE VENT POVIDE CLEAN-OUT OPENINGS ( SQ. IN) IN CELLS CONTAINING SPLICED EINFOCEMENT, WHEN THE GOUT POU EXCEEDS 5 FEET IN HEIGHT. EXTEIO WINDOWS & DOOS EGESS WINDOWS SHALL HAVE A FINISH SILL HEIGHT NOT GEATE THAN 44" ABOVE THE FINISH FLOO HEIGHT AND SHALL HAVE A MINIMUM OPENABLE AEA OF 5.7 SQ. FT. EGESS WINDOWS SHALL NOT HAVE AN OPENABLE AEA LESS THAN 0" WIDE O 4" HIGH. OPENINGS BETWEEN THE GAAGE AND ESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOS NOT LESS THAN /8 INCHES (5 MM) IN THICKNESS, SOLID O HONEYCOMB COE STEEL DOOS NOT LESS THAN /8 INCHES (5 MM) THICK, O 0-MINUTE FIE-ATED DOOS. ALL EXTEIO WINDOW & GLASS DOOS SHALL BE TESTED IN ACCODANCE WITH ANSI/AMMA/NWWDA 0/IS STANDADS AND BEA AN AMMA O WDMA LABEL IDENTIFYING THE MANUFACTUE, PEFOMANCE CHAACTEISTICS AND APPOVED PODUCT TESTING ENTITY. ALL MULLIONS AND ADJACENT DOO/WINDOW ASSEMBLIES SHALL BE TESTED O ENGINEEED TO TANSFE.5 TIMES THE DESIGN LOADS TO THE OUGH OPENING SUBSTATE. INSTALL ALL WINDOW & DOO ASSEMBLIES PE THE MANUFACTUES ANCHOING ECOMMENDATIONS TO ACHIEVE THE DESIGN PESSUES SPECIFIED. SAFETY GLAZING: THE FOLLOWING SHALL BE CONSIDEED SPECIFIC HAZADOUS LOCATION FO THE PUPOSES OF GLAZING: () GLAZING IN SWINGING DOOS, FIXED AND SLIDING PANELS OF SLIDING DOO ASSEMBLIES. () GLAZING IN DOOS AND ENCLOSUES FO HOT TUB, WHILPOOLS, SAUNAS, STEAM OOMS, BATHTUBS, AND SHOWES. GLAZING IN ANY POTION OF A BUILDING WALL ENCLOSING THESE COMPATMENTS WHEE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE DAIN INLET. () GLAZING IN AN INDIVIDUAL FIXED O OPEABLE PANEL ADJACENT TO A DOO WHEE THE NEAEST VETICAL EDGE IS WITHIN A 4 INCH ADIUS OF THE DOO IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FINISHED FLOO O WALKING SUFACE. LEFT ELEVATION SCALE: /4" = ' DESIGNE 6404 US 7 S. SEBING FL. 876 (86) 47-55 Copyright 04 By Building Designs, Inc. All ights eserved (4) GLAZING IN AN INDIVIDUAL FIXED O OPEABLE PANEL, OTHE THAN THOSE LOCATIONS DESCIBED IN ITEMS () AND () ABOVE. THAT MEETS ALL OF THE FOLLOWING CONDITIONS: (A) EXPOSED AEA OF AN INDIVIDUAL PANE GEATE THAN 9 SQ. FT. (B) BOTTOM EDGE LESS THAN 8 INCHES ABOVE THE FLOO. (C) TOP EDGE GEATE THAN 6 INCHES ABOVE THE FLOO. MEMBE AMEICAN INSTITUTE (D) ONE O MOE WALKING SUFACES WITHIN 6 INCHES HOIZONTALLY OF THE PLANE OF THE GLAZING. SH #4-5 EGESS IGHT ELEVATION SCALE: /4" = ' A.00
MASONY WALLS: 05/9/4 HV EV 05/9/4 HV FINAL 05/0/4 HV CONCETE MASONY UNITS (CMU) SHALL BE HOLLOW UNIT MASONY IN ACCODANCE WITH ASTM C-90 AND SHALL HAVE A MINIMUM F'M OF,500 P.S.I. MOTA SHALL CONFOM TO ASTM C-70 AND SHALL BE EITHE TYPE M O S. EINFOCING STEEL SHALL BE GADE 40 MINIMUM AND IDENTIFIED IN ACCODANCE WITH ASTM A-65. LAP SPLICES, WHEE EQUIED, SHALL BE A MINIMUM OF 5" FO #5 EBA, 0" FO #6 EBA & 5" FO #7 EBA. GOUT FO THE POUED CELLS AND LINTELS SHALL HAVE A MAXIMUM COUSE AGGEGATE SIZE OF /8", PLACED AT AN 8 TO INCH SLUMP AND HAVE A MINIMUM 8 DAY COMPESSIVE STENGTH OF,500 P.S.I. (WHEN TESTED PE ASTM C-09). '-" 5'-0" 8'-7" '-" 0'-4" 0'- /" '-9" '-0" 4'-8" POJECT POVIDE CLEAN-OUT OPENINGS ( SQ. IN) IN CELLS CONTAINING SPLICED EINFOCEMENT, WHEN THE GOUT POU EXCEEDS 5 FEET IN HEIGHT. EXTEIO WINDOWS & DOOS EGESS WINDOWS SHALL HAVE A FINISH SILL HEIGHT NOT GEATE THAN 44" ABOVE THE FINISH FLOO HEIGHT AND SHALL HAVE A MINIMUM OPENABLE AEA OF 5.7 SQ. FT. EGESS WINDOWS SHALL NOT HAVE AN OPENABLE AEA LESS THAN 0" WIDE O 4" HIGH. OPENINGS BETWEEN THE GAAGE AND ESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOS NOT LESS THAN /8 INCHES (5 MM) IN THICKNESS, SOLID O HONEYCOMB COE STEEL DOOS NOT LESS THAN /8 INCHES (5 MM) THICK, O 0-MINUTE FIE-ATED DOOS. ALL EXTEIO WINDOW & GLASS DOOS SHALL BE TESTED IN ACCODANCE WITH ANSI/AMMA/NWWDA 0/IS STANDADS AND BEA AN AMMA O WDMA LABEL IDENTIFYING THE MANUFACTUE, PEFOMANCE CHAACTEISTICS AND APPOVED PODUCT TESTING ENTITY. 0'-0" SH #4-5 EGESS 6068 +.7/-5.44 +.7/-5.44 4" STEP DOWN 4 Living 9 Entry 689 Total ALL MULLIONS AND ADJACENT DOO/WINDOW ASSEMBLIES SHALL BE TESTED O ENGINEEED TO TANSFE.5 TIMES THE DESIGN LOADS TO THE OUGH OPENING SUBSTATE. INSTALL ALL WINDOW & DOO ASSEMBLIES PE THE MANUFACTUES ANCHOING ECOMMENDATIONS TO ACHIEVE THE DESIGN PESSUES SPECIFIED. SAFETY GLAZING: THE FOLLOWING SHALL BE CONSIDEED SPECIFIC HAZADOUS LOCATION FO THE PUPOSES OF GLAZING: () GLAZING IN SWINGING DOOS, FIXED AND SLIDING PANELS OF SLIDING DOO ASSEMBLIES. () GLAZING IN DOOS AND ENCLOSUES FO HOT TUB, WHILPOOLS, SAUNAS, STEAM OOMS, BATHTUBS, AND SHOWES. GLAZING IN ANY POTION OF A BUILDING WALL ENCLOSING THESE COMPATMENTS WHEE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE DAIN INLET. () GLAZING IN AN INDIVIDUAL FIXED O OPEABLE PANEL ADJACENT TO A DOO WHEE THE NEAEST VETICAL EDGE IS WITHIN A 4 INCH ADIUS OF THE DOO IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FINISHED FLOO O WALKING SUFACE. (4) GLAZING IN AN INDIVIDUAL FIXED O OPEABLE PANEL, OTHE THAN THOSE LOCATIONS DESCIBED IN ITEMS () AND () ABOVE. THAT MEETS ALL OF THE FOLLOWING CONDITIONS: (A) EXPOSED AEA OF AN INDIVIDUAL PANE GEATE THAN 9 SQ. FT. (B) BOTTOM EDGE LESS THAN 8 INCHES ABOVE THE FLOO. (C) TOP EDGE GEATE THAN 6 INCHES ABOVE THE FLOO. (D) ONE O MOE WALKING SUFACES WITHIN 6 INCHES HOIZONTALLY OF THE PLANE OF THE GLAZING. TIMBE MATEIALS - STUCTUAL- : ALL TIMBE MATEIALS SHALL BE AS FOLLOWS: LVL BEAMS SHALL BE (.9E) MICOLLAM LVL MATEIALS MANUFACTUED BY TUSS JOIST MACMILLAN (O EQUAL). LUMBE UTILIZED IN BOTTOM PLATES, TOP PLATES, POSTS, STUDS PACKS AND BEAMS SHALL BE # YELLOW PINE (O BETTE). LUMBE WITH DIECT CONTACT TO CONCETE/MASONY SHALL BE PESSUE TEATED EXTEIO AND INTEIO LOAD BEAING STUDS SHALL BE # YELLOW PINE (O BETTE). ALL OTHE STUDS SHALL BE "STUD GADE" SPUCE. PSL POSTS SHALL BE (.8E) PAALLAM PSL MATEIALS MANUFACTUED BY TUSS JOIST MACMILLAN (O EQUAL). SEE "POST SUPPOT TABLE" ON THIS FO LOAD VALUES. EXTEIO WALLS SHALL BE CONSTUCTED WITH /" PLYWOOD O 7/6 O.S.B. (-M-W ATING) NAILED WITH 8d NAILS SPACED AT " O.C. ALONG ALL HOIZONTAL JOINTS & EDGES; 6" O.C. ALONG ALL VETICAL JOINTS & EDGES AND " O.C. ALONG ALL INTEMEDIATE STUDS. AT OPENINGS WIDE O LAGE, STAP HEADE BEAM TO THE HEADE STUDS WITH () SIMPSON "LSTA4" STAP TIES AT EACH END OF HEADE BEAM. ANCHO BOTTOM OF HEADE STUDS TO FOUNDATION WITH A SIMPSON "HTT4" TENSION TIE. ANCHO TUSSES AS FOLLOWS: OOF UPLIFTS OF 775# AND LESS USE () SIMPSON "LTS" HUICANE TIE. 4'-0" 7'-6" 0'-" 5'-4" 0'-0" '-" 6068 6068 8'-7" BEDOOM # B # FULL HEIGHT WALL A 0'- /" 868 BEDOOM # +4.88/-7.05 SH #4-5 EGESS 668 ATTIC ACCESS 668 6'-" 468 '-4" 068 8'- /" '-4 /" '-9" +4.4/-6.59 4" STEP DOWN +4.56/-6.7 SH #4 ENTY CLG @ 8'-4" 4'-0" '-0 /" DINING 4'-8" SEE BEAM DETAIL & NAIL PATTEN DETAIL S.00. TOP OF KNEE WALL @ 4-/" A.F.F. 8'-7 /" '-0" K DW 6'-6" AISED BA 5'-5 /" LIVING SECUE BEAM TO CMU WALL. SEE BEAM HANGE DETAIL S.00 (TYP. PCS.) 0'-" 4'-" 068 CAB. PANTY '-0" 6'-" /A 668 4" STEP DOWN 6'-8 /" A/H MASTE BEDOOM 668 W.I.C. W 6068 8'-8 /" PULL DOWN STAIS GAAGE CLG @ 8'-4" D M.B. 7'-8" 668 A / WALL W/ TEMPEED GLASS ABOVE ECESS 4" 5'-8" WH +4.88/-7.05 SH #4-5 EGESS '-" 6'-" 9'- /" 9'-6 /" '-6" A/C 6'-6" 6'-6" 4'-0" 9" 8" Cementious Coating 8" CMU /4" Insulation /" Drywall /4" Furring Wall Dimension Width on Floor Plan Cementious Coating 8" CMU Cementious Coating Wall Dimension Width on Floor Plan /" Drywall Interior 5 /" Wall /" Drywall CONTACTO 69 US 7 S. SEBING, FL. 870 ALL PLUMBING, ELECTICAL AND MECHANICAL OUGH-INS MUST BE COMPLETE, INSPECTED AND APPOVED PIO TO EQUESTING THE FAMING INSPECTION. IF DESIED, EQUIVALENT CONNECTOS MADE BY ANOTHE SUPPLIE MAY BE USED IN PLACE OF THE "SIMPSON" CONNECTOS SHOWN. DAFT STOPPING: IN SINGLE FAMILY DWELLINGS, DAFT STOPPING SHALL BE POVIDED (PAALLEL TO THE MAIN FAMING MEMBES) IN FLOO/CEILING ASSEMBLIES SEPAATING USEABLE SPACES. DAFT STOPPING SHALL BE CONSTUCTED SUCH THAT THE FLOO/CEILING ASSEMBLY IS BOKEN UP INTO TWO O MOE APPOXIMATE AEAS WITH NO AEA GEATE THAN 500 SQ. FT. ATTIC ACCESS: ATTIC SPACES SHALL BE POVIDED WITH AN INTEIO ACCESS OPENING NOT LESS THAN X6 INCHES. ACCESS OPENING SHALL BE ACCESSIBLE AND POVIDED WITH LID O DEVICE THAT IS EASILY EMOVED O OPENED. WHEN MECHANICAL EQUIPMENT IS INSTALLED IN THE ATTIC, IT SHALL BE INSTALLED IN ACCODANCE WITH THE MECHANICAL CODE. ACCESS IS NOT EQUIED WHEN THE CLEA HEIGHT OF THE ATTIC SPACE, MEASUED AT THE OOF PEAK, IS LESS THAN 4 INCHES. 5'-6" NOTE: - ALL EXTEIO WALL ACT AS SHEA WALL SEGMENTS - ALL OPENINGS WILL BE POVIDED WITH A PE-CAST HEADE STSTEM (TYP) -MIN. /" DYWALL CEILING BOAD EQUIED THOUGHOUT ALL CEILINGS (TYP) 4'-0" '-0" 7'-0" 5'-0" 0'-6" PECAST HEADE W/ () #5 EBA POUED MIN. 000 PSI CONCETE 6070 +.56/-.7 9'-8" '-0" 0'-6" FLOO PLAN SCALE: /4" = ' 5 /" /" Wall Dimension Width on Floor Plan /" Drywall Interior /" Wall /" Drywall Wall Dimension Width on Floor Plan WALL LEGEND DESIGNE MEMBE AMEICAN INSTITUTE 6404 US 7 S. SEBING FL. 876 (86) 47-55 Copyright 04 By Building Designs, Inc. All ights eserved A.00
ELECTICAL: ELECTICAL MATEIALS AND INSTALLATION SHALL COMPLY WITH APPLICABLE PEVISIONS OF THE 0 NATIONAL ELECTICAL CODE (NFPA 70), LOCAL CODES, AND THE LOCAL POWE COMPANY. 05/9/4 HV EV 05/9/4 HV FINAL 05/0/4 HV 00A PANEL 00 AMP PANEL FED WITH 4/0 CO. 5 MIN 5 MAX CONDUIT TO ELECTIC COMPANY FEEDE LINE. CONDUIT SUPPLIED BY POPETY OWNE 5 MIN / 5 MAX UNDEGOUND METE HUB SUPPLIED BY POWE COMPANY WP CD DW ELECTIC SYMBOLS Duplex eceptacle 0 V Wall Outlet Ground Fault eceptacle Ground Fault/ Waterproof eceptacle Clothes Dryer Duplex eceptacle Electric ange eceptacle efrigerator Duplex eceptacle Dishwasher Duplex eceptacle SD CO/SD Smoke Detector Smoke & Carbon Monoxide Detector Single Pole Switch Ceiling Mounted Light Fixture Wall Mounted Light Fixture ecessed Can Light Fixture Attic Light w/ Switch IN ACCODANCE WITH THE 00 FLOIDA BUILDING CODE, ALL OF THE SMOKE DETECTOS MUST BE ELECTICALLY CONNECTED SUCH THAT WHEN ONE SMOKE DETECTO IS ACTIVATED ALL OF THE DETECTOS MUST BE ACTIVATED. SMOKE DETECTOS SHALL BE IN ALL SLEEPING AEAS AND WITHIN '-0" TO '-0" OF CEILING PEAK, AND SHALL BE '-0" MIN. FOM ANY AI SUPPLY O ETUN AI STEAM, AND EQUIP WITH A BATTEY BACKUP. FUTHE THE 007 FLOIDA BUILDING CODE EQUIES THAT A CABON MONOXIDE DETECTO MUST BE INSTALLED ON THE SIDE WALL IN THE HALLWAY AND BY THE ENTANCE TO THE KITCHEN. IN ACCODANCE WITH CHAPTE 47.00()(I) OF THE FLOIDA ADMINISTATIVE CODE; ELECTICAL SYSTEM SHALL BE DESIGNED BY THE ESPECTIVE CONTACTOS TO MEET ALL APPLICABLE CODES. THE ELECTICAL SYSTEM DAWN HEEON IS BASED UPON A DESIGN POVIDED BY THE OWNE TO ADDESS HIS/HE EQUIEMENTS. ALL 5V AND 50V 5 O AMP PECEPTACLE OUTLETS IN BATHOOMS, SEVING KITCHEN COUNTETOP SUFACES, IN GAAGES, WITHIN SIX FEET OF ANY SINK, AND AT EXTEIO LOCATIONS SHALL BE POTECTED BY A GOUND-FAULT CICUIT INTEUPTE. ALL 5V AND 50V 5 O 0 AMP ECEPTACLE OUTLETS INSTALLED IN WET LOCATIONS SHALL HAVE AN INCLOSUE THAT IS WEATHEPOOF WHETHE O NOT AN ATTACHMENT PLUG IS INSETED. ELECTICAL CICUITS SHALL BE POTECTED BY A LISTED AC-FAULT CICUIT INTEUPTE IN ACCODANCE WITH ATICLE 0.. POJECT 4 Living 9 Entry 689 Total GOUND OD ELECTICAL ISE DIAGAM OVEHEAD SEVICE NOT TO SCALE CW H G.D.O. Clothes Washer Duplex eceptacle Hood w/ Vent eceptacle Garage Door Opener eceptacle Door Bell Phone Outlet Fluorescent Exhaust Fan Ceiling Fan w/ Light WP CONTACTO 69 US 7 S. SEBING, FL. 870 TV TV Outlet H Fan Light SD DW DW CAB. PANTY Fan AISED BA S/C SD Light S/C TV ATTIC ACCESS TV Fan Light SD Light Fan /A A/H CW W D CD WP WH WP A/C WH G.D.O. PULL DOWN STAIS 0/40V 00 amp DESIGNE MEMBE AMEICAN INSTITUTE 6404 US 7 S. SEBING FL. 876 (86) 47-55 Copyright 04 By Building Designs, Inc. All ights eserved FUNITUE PLAN SCALE /8" = ' ELECTICAL PLAN SCALE /4" = ' A4.00 E.00
POJECT 4 Living 9 Entry 689 Total MEMBE AMEICAN INSTITUTE 69 US 7 S. SEBING, FL. 870 DESIGNE 6404 US 7 S. SEBING FL. 876 (86) 47-55 Copyright 04 By Building Designs, Inc. All ights eserved 8'-0" 05/9/4 HV EV 05/9/4 HV FINAL 05/0/4 HV KIT SECTION VIEW SCALE: /" = ' KIT SECTION VIEW SCALE: /" = ' KIT SECTION VIEW SCALE: /" = ' VANITY SECTION VIEW A SCALE: /" = ' VANITY SECTION VIEW A SCALE: /" = ' CONTACTO CUT SECTION VIEW -A5 SCALE: /4" = ' CUT SECTION VIEW -A5 SCALE: /4" = '
FINISH FLOO MINUS 4" 5'-0" 6'-" '-0" '-" 0'-0" 05/9/4 HV EV 05/9/4 HV FINAL 05/0/4 HV 4'-0" 5'-6" 7'-6" 8'-6 /" 4'- /" '- /" SEE FOOTE DETAIL # '-0 /" SEE FOOTE DETAIL # FINISH FLOO 0.00 SEE FOOTE DETAIL # 4'-8" FINISH FLOO MINUS 4" 4'-0" 4'-0" '-0" 9'-5" 0'-" 9" SEE FOOTE DETAIL # SEE DETAIL # '- /" '-" '-6 /" 0'-" WH '-0" 0'-0 /" () #5 VETICAL EBA @ 8' ON CENTE (MAX) IN GOUTED CELL (TYP.) FINISH FLOO MINUS 4" 7'-" 6'-5" 5'-8" ECESS 4" '-0 /" '-" 4'-0 /" '-" 0'-7 /" '-4 /" 4'-0" () #5 EBA CONT. () #5 EBA CONT. 6" MIN. 8" 6" FOOTE DETAIL # SCALE: /" = ' FOOTE DETAIL # SCALE: /" = ' 4" 4" THICKENED EDGE DETAIL # SCALE: /" = ' 6" DOP SLAB AS PE FOUNDATION PLAN " MIN. * 4" CONCETE SLAB * 6X6 00 WIE MESH O FIBE MESH * 6 MILL VAPO BAIE W/ TAPED JOINTS * SOIL POISON FO TEMITES * 6" X 6" CONCETE FOOTINGS * - #5 STEEL CONTINIOUS * - #5 L-BAS WITH 4" LEGS AT ALL CONES. * - #5 DOWL OD FOM FOOTING TO LINTEL AT ALL CONES. * - #5 VETICAL DOWL OD PE STEEL PLACEMENT PLAN. * OPENINGS GEATE THAN 6' 6" SHALL HAVE #5 STEEL VETICALS * MIN. 500 P.S.I. CONCETE @ 8 DAYS * 4" CONCETE SLAB * 6X6 00 WIE MESH O FIBE MESH * 6 MILL VAPO BAIE W/ TAPED JOINTS * SOIL POISON FO TEMITES * 6" X 6" CONCETE FOOTINGS * - #5 STEEL CONTINIOUS * - #5 L-BAS WITH 4" LEGS AT ALL CONES. * MIN. 500 P.S.I. CONCETE @ 8 DAYS * 4" CONCETE SLAB * 6X6 00 WIE MESH O FIBE MESH * 6 MILL VAPO BAIE W/ TAPED JOINTS * SOIL POISON FO TEMITES * 8" X 8" CONCETE FOOTINGS * - #5 STEEL CONTINIOUS * - #5 L-BAS WITH 4" LEGS AT ALL CONES. * MIN. 500 P.S.I. CONCETE @ 8 DAYS EINFOCING STEEL SHALL BE GADE 40 MINIMUM AND IDENTIFIED IN ACCODANCE WITH ASTM A-65 ' 4' VETICAL CONE STEEL CONTACTO POJECT 4 Living 9 Entry 689 Total 69 US 7 S. SEBING, FL. 870 SEE FOOTE DETAIL # '-0" '-0" 0'-5 /" 6'-8 /" 9'-" 5'-0" '-6" 9'-" 45'-0" SOIL TEMITE TEATMENT: INITIAL SOIL POISONING TEATMENT SHALL BE DONE AFTE ALL EXCAVATION, BACKFILLING & COMPACTION AE COMPLETE (PE FBC 86..). ANY SOIL DISTUBED AFTE THE INITIAL TEATMENT SHALL BE E-TEATED (INCLUDING ANY BOXED O FOMED AEA) - (PE FBC 86..). BOXED AEA IN THE CONCETE SLAB FO INSTALLATION OF TAPS SHALL BE MADE WITH PEMANENT METAL O PLASTIC FOMS. PEMANENT FOMS MUST BE OF AN ADEQUATE SIZE & DEPTH TO ELIMINATE ANY DISTUBANCE OF THE SOIL AFTE THE INITIAL TEATMENT. (PE FBC 86..). A MINIMUM 6 MIL VAPO BAIE MUST BE INSTALLED TO POTECT AGAINST AINFALL DILUTION. IF AINFALL OCCUS BEFOE VAPO BAIE PLACEMENT, E-TEATMENT SHALL BE EQUIED (PE FBC 86..4). ALL BUILDINGS AE EQUIED TO HAVE A PE-CONSTUCTION TEMITE TEATMENT (PE FBC 86..7). AFTE ALL WOK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE EMOVED FOM BELOW AND WITHIN INCHED OF THE BUILDING. THIS SHALL INCLUDE ALL GADE STAKES, TUB TAP BOXES, FOM, SHOING AND ANY OTHE CELLULOSE CONTAINING MATEIALS. (PE FBC 0..) NO WOOD, VEGETATION, STUMPS, CADBOAD, TASH, ETC. SHALL BE BUIED WITHIN OF ANY BUILDING O POPOSED BUILDING (PE FBC 0..4). ANY CONCETE OVE POU, MOTA O STUCCO MATEIALS ALONG THE FOUNDATION PEIMETE MUST BE EMOVED PIO TO EXTEIO SOIL TEATMENT (PE FBC 86..5). EXTEIO SOIL TEATMENT MUST BE APPLIED UNDE ALL EXTEIO CONCETE O GADE WITHIN INCHES OF THE STUCTUE SIDE WALL (PE FBC 86..6). AN EXTEIO VETICAL CHEMICAL BAIE SHALL BE INSTALLED AFTE CONSTUCTION IS COMPLETE (INCLUDING LANDSCAPING AND IIGATION). ANY SOIL DISTUBED AFTE THE VETICAL BAIE IS APPLIED, SHALL BE E-TEATED. (PE FBC 86..6) IIGATION/SPINKLES SYSTEMS INCLUDING ALL ISES AND SPAY HEADS SHALL NOT BE INSTALLED WITH INCHES OF THE BUILDING SIDEWALL (PE FBC 50.4.4). CONDENSATE AND OOF DOWNSPOUTS SHALL DISCHAGE AT LEAST INCHES AWAY FOM THE BUILDING SIDEWALLS (PE FBC 50.4.4). THE DISTANCE FOM THE EXTEIO WALL COVEING (EXCEPTIONS; PAINT AND DECOATIVE CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHEED DIECTLY ONTO THE FOUNDATION WALL) AND FINAL EATH GADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FO INSPECTION FO FUTUE TEMITE INFESTATIONS (PE FBC 40..6). A "CETIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPATMENT BY A LICENSED PEST CONTOL COMPANY BEFOE A "CETIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CETIFICATE SHALL STATE (PE FBC 86..7): "THE BUILDING HAS ECEIVED A COMPLETE TEATMENT FO THE PEVENTION OF SUBTEANEAN TEMITES. THE TEATMENT IS IN ACCODANCE WITH THE ULES AND LAWS OF FLOIDA DEPATMENT OF AGICULTUE AND CONSUME SEVICES." A PEMANENT SIGN THAT IDENTIFIES THE TEMITE TEATMENT POVIDE AND NEED FO E-INSPECTION AND TEATMENT CONTACT ENEWAL SHALL BE POVIDED. THE SIGN SHALL BE POSTED NEA THE WATE HEATE O ELECTICAL PANEL (PE FBC 04..6). 5'-0" SOIL BEAING & COMPACTION: THESE PLANS WEE DAWN BASED UPON ALL ALLOWABLE SOIL BEAING CAPACITY OF,000 P.S.F. (MINIMUM). THE CONTACTO/POPETY OWNE AE ESPONSIBLE FO VEIFYING THAT THE SOIL ON THE SITE IS POPELY PEPAED & COMPACTED SUCH THAT IT CAN SUPPOT A,000 P.S.F. FOUNDATION LOADING. FOUNDATIONS & SLAB-ON-GADE: BUILDING SITE SHALL BE SCAPED TO EMOVE ALL OGANIC MATEIALS WITHIN THE BUILDING AEA. ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AEA, SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPOT A,000 P.S.F. FOUNDATION LOADING. ADDITIONAL FILL EXCEEDING AN 8" ELEVATION TO BE PLACED IN " LIFTS COMPACTED TO 95% OF MODIFIED POCTO SLAB SHALL BE PLACED OVE A 6 MIL VAPO BAIE WITH TAPED JOINTS ON CLEAN, ADEQUATELY COMPACTED AND TEMITE POISONED SOIL. CONCETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 8 DAY COMPESSIVE STENGTH OF,500 P.S.I. EINFOCING STEEL SHALL BE GADE 40 MINIMUM AND IDENTIFIED IN ACCODANCE WITH ASTM A-65. LAP SPLICES, WHEE EQUIED, SHALL BE A MINIMUM OF 5" FO #5 EBA, 0" FO #6 EBA & 5" FO #7 EBA. NOTE: #5 L BA LEGS TO BE 4" X 4" PLANS AE ENGINEEED FO A MAXIMUM STEMWALL HEIGHT OF 4 COUSES (AFTE FINAL SITE GADING). THE CONTACTO O BUILDING OWNE SHALL DETEMINE THE EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PIO TO POUING THE FOUNDATION AND CONTACT STUCTUAL ENGINEEING WHEN MOE THAN 4 COUSES AE EQUIED. A FOUNDATION SUVEY SHALL BE PEFOMED AND A COPY OF THE SUVEY SHALL BE ON THE SITE FO THE BUILDING INSPECTOS USE, O ALL POPETY MAKES SHALL BE EXPOSED AND A STING STETCHED FOM MAKE TO MAKE TO VEIFY THE EQUIED BUILDING SETBACKS. FOUNDATION PLAN SCALE: /4" = ' 0'-4" '-7" 6'-0" 4'-6 /" 6" X 6" CONCETE FOOTINGS - #5 STEEL CONTINIOUS - #5 L-BAS WITH 4" LEGS AT ALL CONES. - #5 DOWL OD FOM FOOTING TO LINTEL AT ALL CONES. - #5 VETICAL DOWL OD PE STEEL PLACEMENT PLAN. OPENINGS GEATE THAN 6' 6" SHALL HAVE #5 STEEL VETICALS 4'-4 /" 8'- /" STEEL PLACEMENT SCALE: /6" = ' '- /" 9'-0 /" '- /" 7'- /" 0'-0 /" '- /" 8'-0" 9'-8" '-" 4'-7 /" '-6" 8'-4 /" 5'- /" '-0 /" '- /" 8'-0 /" 5'-8 /" DESIGNE MEMBE AMEICAN INSTITUTE 6404 US 7 S. SEBING FL. 876 (86) 47-55 S.00 Copyright 04 By Building Designs, Inc. All ights eserved
7'-0" 7'-0" 05/9/4 HV EV 05/9/4 HV FINAL 05/0/4 HV BEDOOM # DINING K MASTE BEDOOM POJECT 4 Living 9 Entry B # ATTIC ACCESS LIVING W.I.C. M.B. 689 Total PLY GIDE TUSS () SIMPSON "HETA0" -TYP- BEDOOM # ENTY CLG @ 8'-4" SEE BEAM DETAIL & NAIL PATTEN DETAIL S.00. A/H PLY GIDE TUSS () SIMPSON "HETA0" -TYP- CONTACTO 69 US 7 S. SEBING, FL. 870 PULL DOWN STAIS TUSS LAYOUT SCALE: /4" = ' GAAGE CLG @ 8'-4" 7'-0" TUSSES IF THE CONTACTO, TUSS MANUFACTUE O ANY OTHE DESIGN POFESSIONALS EVISE THE TUSS SYSTEM LAYOUT FOM THOSE SHOWN ON THESE PLANS DESIGNE AND/O STUCTUAL ENGINEE IS EQUIED TO EVIEW ALL FINAL CONSTUCTION DOCUMENTS FO COMPLIANCE WITH THE DESIGN INTENT PIO TO COMMENCEMENT OF THE POJECT. OOF PITCH - 5 IN OVEHANG - 4" OOF MATEIAL - CODE APPOVED ACHITECTUAL SHINGLES SUB-FASCIA- X6 WIND - 0 MPH EXPOSUE - C COUNTY - HIGHLANDS PODUCT CODE SIMPSON "HETA0" DESCIPTION TUSS ANCHO MATEIAL GAUGE 6 DIMENSION LENGTH 0" USE () STAPS FO THE FOLLOWING UPLIFTS: () PLY TUSS - 050# () PLY TUSS - 490# () PLY TUSS - 80# FASTENES 0d X /" TUSS TO BLOCK DETAIL 9 DESIGN LOADS (LBS.) UPLIFT 80 L 40 L 75 HETA0 Simpson Strong-Tie CMU CONSTUCTION: UNLESS OTHEWISE NOTED, TUSS WILL EQUIE A SIMPSON HETA0 WAPED OVE TUSS. NAIL 9-0D X ½. TYPICAL BOTH ENDS OF TUSS. UPLIFT 80# PE-ENGINEEED OOF TUSSES @ 4" O.C. UNLESS NOTED OTHEWISE, EACH TUSS WILL EQUIE A SIMPSON HETA0 VEIFY ALL TIE EQUIEMENTS FO UPLIFT AND EACTIONS WITH TUSS MANUFACTUE ENGINEEING GIDE TUSSES WILL EQUIE () SIMPSON HETA0 TUSS STAPS TUSSES IN CLOUDED AEA WILL EQUIE SIMPSON LTS TUSS STAPS ALL FASTENES TO BE INSTALLED PE MANUFACTUES SPECS DESIGNE MEMBE AMEICAN INSTITUTE 6404 US 7 S. SEBING FL. 876 (86) 47-55 Copyright 04 By Building Designs, Inc. All ights eserved PODUCT CODE DESCIPTION FASTENES HEADE TUSS DESIGN LOADS (LBS.) SIMPSON "LTS" HUICANE STAP 6-0d x -/" 6-0d x -/" 775 UPLIFT TUSS TO BEAM DETAIL POPOSED SITE PLAN SCALE: " = 5' S.00 C.00
- SINGLE COUSE OF KNOCK-OUT BLOCK POUED SOLID & EINFOCED WITH () - #5 EBA X CONT. (PLACE () - #5 L- BA W/ 4" LEGS AT ALL CONES). NOTE: LINTELS TO BE PE-CAST 8" MASONY WALL WITH #5 EBA IN GOUT FILLED CELLS STEEL LOCATION PE STEEL PLACEMENT PLAN INTEIO CMU WALL FINISH SHALL BE /" DYWALL OVE INSULATION BOAD OVE "X P.T. FUING STIPS AT 6" O.C. CEILING SHALL BE 5/8" DYWALL O /" CEILING GADE DYWALL WITH -0 INSULATION. INTEIO FAME WALL FINISH " x 4" STUDS 6" O.C. w/ /" DYWALL EACH SIDE * 4" CONCETE SLAB * 6X6 00 WIE MESH O FIBE MESH * 6 MILL VAPO BAIE W/ TAPED JOINTS * SOIL POISON FO TEMITES * 6" X 6" CONCETE FOOTINGS * - #5 STEEL CONTINIOUS * - #5 L-BAS WITH 4" LEGS AT ALL CONES. * - #5 DOWL OD FOM FOOTING TO LINTEL AT ALL CONES. * - #5 VETICAL DOWL OD PE STEEL PLACEMENT PLAN. * OPENINGS GEATE THAN 6' 6" SHALL HAVE #5 STEEL VETICALS * MIN. 500 P.S.I. CONCETE @ 8 DAYS -0 INSULATION FINISHED FLOO SEE ELEVATION CODE APPOVED SHINGLES OVE 5# OOFING FELT (MIN.) 5/" C.D.X. PLYWOOD O 7/6" OSB (-M-W ATING) W/ H-CLIPS OVE PE-ENGINEEED TUSSES @ '-0" O.C. (MIN.) SEE ELEVATION PAINTED CEMENTIOUS COATING APPOXIMATE GADE SIMPSON "HETA0" TUSS STAP ALUMINUM DIP EDGE " X 6" SUB-FASCIA VENTED SOFFIT ALUM FASCIA PAINTED CEMENTIOUS COATING #5 EBAS IN FILLED CELLS (LAP 4" MIN.) " WASHE W/ /" NUT PE-ENGINEEED TUSS () " x " # Y.P. BEAM W/ 7/6" OSB SANDWICHED BETWEEN /" ALL THEAD OD 8" X 8" STUCTUAL ALUMINUM COLUMN COUPLE LOAD BEAING COLUMN DETAIL SCALE: /" = ' /" X 7" WEDGE ANCHO W/ " WASHES LINTEL PE-CAST SILL WINDOW BUCKSTIP DETAIL SCALE: /8" = '-0" ATTACH WINDOW & DOO FAMES TO BLOCK WALL WITH TAPCON SCEWS SPACED AT WINDOW/DOO MANUFACTUE'S SPECS (TAPCONS MUST PENETATE THOUGH BUCKSTIPS & INTO BLOCK /4" MINIMUM) /4" P.T. BUCKSTAP ATTACHED TO BLOCK WITH 0.097" X /8 T-NAILS SPACED AT 0" O.C. MAXIMUM MASONY BLOCK MASONY BLOCK LINTEL DOO BUCKSTIP DETAIL SCALE: /8" = '-0" NOTE: WINDOWS & DOOS MUST BE INSTALLED SUCH THAT THE MAXIMUM GAP INBETWEEN THE FAME AND BUCKSTIP IS /4"; IF THICKE BUCKSTAP MATEIAL IS NEEDED IP IT FOM /" MATEIAL & ATTACH TO BLOCK WITH /6" TAPCONS AT 8" O.C. (TAPCON MUST PENETATE BLOCK /4' MINIMUM) 6' " X 4" NAILES (TYP.) ' 8' " X 8" IDGE BOAD CONT. " X 4" 4' SIMPSON "H" HU. STAP @ 48" O.C. TYP. 8' - 0" MAX. A END NOT EXPOSED TO WIND '-0" " X 8" (# YELLOW PINE) IDGE BOAD OOF VALLEY DETAIL " X 8" IDGE BOAD A NOT-TO-SCALE "X4" VETICAL SCAB @ 48" O.C. (MAX) CONN. W/ 4-6D NAILS @ TOP & USP "T" O SIMPSON "H" HUICANE CLIP AT BOTTOM. SIMPSON H FAMING ANCHO TYP. TUSSES BELOW SHEATHED PIO TO VALLEY FAMING INSTALLATION. " X 6" (# YELLOW PINE) VALLEY FAMING (TYP.) COMMON TUSS "X6" (# YELLOW PINE) AFTES @ 4" O.C. OOF SHEATHING SIMPSON "H" HU. STAP @ EACH END 05/9/4 HV CONTACTO EV 05/9/4 HV FINAL 05/0/4 HV POJECT 4 Living 9 Entry 689 Total 69 US 7 S. SEBING, FL. 870 TYPICAL WALL SECTION SCALE: /" = '-0" VET. SCAB BEVEL CUST TYP. 4-6D TOE NAILS @ IDGE BOAD END 0TH COUSE 6" STANDAD HIP & IDGE CUT FOM METIC THEE TAB SHINGLES PEVAILING WIND DIECTION 5" 5 5/8" FASTENING DISTANCE SHINGLE NAILING NOTES: ALL NAILS MUST PENETATE AT LEAST /4" INTO THE WOOD OOF DECK. NAIL SHINGLES WITH O GAUGE GALVANIZED NAILS WITH /8" DIAMETE HEADS - 6 EQUIED (AS SHOWN IN "HIGH WIND AEAS") CONT. " X 4" NAILE TYP. ( - 6D NAILS PE TUSS) SIMPSON "H" HU. STAP @ 48" O.C. TYP. SECTION "A" - "A" 8" (7.65" ACTUAL) 8" (7.65" ACTUAL) CONCETE U- LINTEL SECTION 6" DEEP MIN CONCETE U-LINTEL LINTEL LOAD CHAT (6" DEEP SECTION) CLEA SPAN '-6" '-" '-8" '-" 4'-0" 4'-6" 5'-" 6'-" 7'-0" 8'-0" 9'-" 0'-0" 0'-8" CONCETE U-LINTEL 4987 PLF (UNFILLED) 45 PLF (UNFILLED) 777 PLF (UNFILLED) PLF (UNFILLED) 85 PLF (UNFILLED) 64 PLF (UNFILLED) 79 PLF ** 7 PLF ** 987 PLF ** 7 PLF ** 489 PLF ** 54 PLF ** 77 PLF ** 7TH COUSE 4TH COUSE ST COUSE " X 6" JAMB PESSUE TEATED /" X 8" J-BOLTS W/ " WASHES (TYP.) GAAGE DOO JAMB STANDAD NOMAL WIND AEAS " " " " " " 5" EXPOSUE MANSAD O HIGH WIND AEAS VALLEY LINE UNDELAYMENT SHINGLES " C.L. 6" MIN. EXTA NAIL ASPHALT PLASTIC CEMENT CLIP CONE THIS OOF & ALL OF IT'S COMPONENTS AE DESIGNED TO CONFOM TO SECTION 606 OF THE 00 FLOIDA BUILDING CODE FO WIND LOADS SHOWN AT BOTTOM IGHT CONE OF. OOF SHINGLE & FLASHING INSTALLATION SPEC'S OWENS CONING THEE TAB SHINGLES MEET THE UL WIND ESISTANCE STANDAD 997. OOF - TO - WALL FLASHING NOTES: 4" X 5" ANGLE FLASHING - 6 GAUGE GALVANIZED METAL, UBBE VALLEY FLASHING O " WIDE - 6 GAUGE GALVANIZED METAL WITH SHINGLES OVE THE TOP. MATEIAL SPECIFICATIONS: UNDELAYMENT SHALL CONFOM TO ASTM D6, TYPE I O ASTM 4869, TYPE I. FLASHING FO ASPHALT SHINGLES SHALL COMPLY WITH FBC 507..9. ASPHALT SHINGLES SHALL COMPLY TO ASTM D5 O ASTM D46. OOF EDGE S NOTE: HIP IDGE HIP IDGE OOF EDGE GABLE END PATIAL OOF PLAN 8d ING SHANK NAILS AT 6" O.C. AT EDGES 8d ING SHANK NAILS AT 6" O.C. INTEMEDIATE 8d ING SHANK NAILS AT 4 O.C. AT EDGES 8d ING SHANK NAILS AT 4 O.C. INTEMEDIATE END JOINTS FO SHEATHING SHALL BE STAGGEED AND OCCU OVE A FAMING MEMBE. OOF SHEATHING NAILING IDGE IDGE VALLEY GABLE END DESIGNE 6404 US 7 S. SEBING FL. 876 (86) 47-55 Copyright 04 By Building Designs, Inc. All ights eserved CONCETE LINTEL SECTION 6" DEEP MIN FOM & POU CONCETE LINTEL '-" '-0" '-8" '-4" 4'-0" 6'-0" 8'-0" 8'-8" 0'-0" '-8" 00 PLF ** 09 PLF ** 044 PLF ** 98 PLF ** P 7 PLF ** P 5 PLF ** P 06 PLF ** P 977 PLF ** P 876 PLF ** P 789 PLF ** P ** -- DENOTES #5 EBA X CONT. PLACED IN BOTTOM COUSE AND 6" DEEP BEAM POUED SOLID WITH,500 PSI CONCETE. ** P -- DENOTES PE-STESSED U-LINTEL WITH #5 EBA X CONT. PLACED IN BOTTOM COUSE & 6" DEEP BEAM POUED SOLID WITH,500 PSI CONCETE. PODUCT CODE SIMPSON "MBHA.56/.5" DIMENSIONS H W /4" 9/6" DESIGN LOADS (LBS.) NOMAL MAX. UPLIFT 50 50 475 /4" X 9" J-BOLT O /4" X 9" AWL "POWE" STUD /4" x 9" AWL "POWE" STUD INSIDE CONNECTO (NOT SHOWN) BEAM HANGE DETAIL " x " # Y.P. /" Plywood Spacer " x " # Y.P. 7 /" " " 4" 4" 8" 6" 6" 6" 6" BEAM DETAIL 6d Nails (Typ) NOTE: Max Span For () " x " w/ /" Plywood Center is '-0" '-4" 5 4 5 5 '-4" 4 5 '-4" MEMBE AMEICAN INSTITUTE '-4" S.00