A1.00 Title Sheet A2.00 Exterior Elevations A3.00 Floor Plan A4.00 Section Views A5.00 Furniture Plan. E1.00 Electrical Layout

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1 POJECT Designer: Building Designs Inc. 60 US 27 S Sebring, Fl Office Fax CONTACTO Project: NEW ESIDENCE FO: SCHEDULE OF DAWINGS ACHITECTUAL ELECTICAL A1.00 Title Sheet A2.00 Exterior Elevations A.00 Floor Plan A.00 Section Views A5.00 Furniture Plan E1.00 Electrical Layout STUCTUAL S1.00 Foundation Plan S2.00 Floor Framing Plan S.00 Truss Framing Plan S.00 General Notes S5.00 Structural Details DESIGNE 60 US 27 S. SEBING FL (86) Copyright 201 By Building Designs, Inc. All ights eserved GENEAL NOTES: DESIGN PAAMETES: MEMBE AMEICAN INSTITUTE THIS STUCTUE HAS BEEN DESIGNED IN ACCODANCE WITH THE 2010 FLOIDA BUILDING CODE, THE 2010 FLOIDA BUILDING CODE AMENDEMENTS AND ASCE THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FO THE FOLLOWING SUPEIMPOSED LOADS. FLOOS: LIVE LOAD - 0 P.S.F. DEAD LOAD - 10 P.S.F. GAAGE SLAB: LIVE LOAD - 50 P.S.F. DEAD LOAD - 10 P.S.F. OOF: WIND: LIVE LOAD (TUSS TOP CHOD) - 20 P.S.F. DEAD LOAD (TUSS TOP CHOD) - 10 P.S.F. NO STOAGE (18 P.S.F. WHEN TILE OOFING IS INSTALLED) DEAD LOAD (TUSS BOTTOM CHOD) - 10 P.S.F. NO STOAGE ASSUMED TUSS SHELF WEIGHT (DEAD LOAD) - 7 P.S.F. BUILDING IS DESIGNED TO CONFOM TO ASCE 7-10, CHAPTE 6; PE 2010 FLOIDA ESIDENTIAL BUILDING CODE SECTION AND 2010 FLOIDA BUILDING CODE SECTION COMPONENT AND CLADDING +/- 2 P.S.F. CODE 2010 SECTION 1609 BASIC WIND SPEED: (Table ) V ultimate = 150 mph, V basic = 116 mph V ultimate = 10 mph, V basic = 108 mph V ultimate = 10 mph, V basic = 101 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 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) +0.18, (ENCLOSED) MEAN OOF HEIGHT 0'-0" O LESS GEATE THAN 0'-0" A1.00

2 idge Height 2" Overhang 2 x 6 Sub-Fascia Alum. Soffit/ Fascia 12 METAL OOF 20'- 5/16" 2" Overhang 2 x 6 Sub-Fascia Alum. Soffit/ Fascia Top of Bearing 12 POJECT Top of Window FG 160 9'-0" 7'-0" Main Flr 6068 W/ SCEEN D SCEEN WALL SCEEN WALL SCEEN WALL SCEEN WALL SCEEN WALL FINISH GADE FONT ELEVATION SCALE: 1/" = 1' CONTACTO 068 SH #2 SH #2 SH #050 SH #050 SH (H) # OBS/TEMP SCEEN WALL SCEEN WALL Screen Dr SCEEN WALL EA ELEVATION SCALE: 1/" = 1' idge Height 2" Overhang 2 x 6 Sub-Fascia Alum. Soffit/ Fascia METAL OOF SH (H) # OBS/TEMP SH (H) # OBS/TEMP Top of Bearing Bearing Walk Way 20'- 5/16" Main Flr FINISH GADE 9'-0" 2" Overhang 2 x 6 Sub-Fascia Alum. Soffit/ Fascia Top of Bearing 7'-0" Top of Window 12 SH (H) # OBS/TEMP SH (H) # OBS/TEMP SH (H) #2 OBS/TEMP SCEEN WALL SCEEN WALL LEFT ELEVATION SCALE: 1/" = 1' DESIGNE MEMBE AMEICAN INSTITUTE 60 US 27 S. SEBING FL (86) Copyright 201 By Building Designs, Inc. All ights eserved Screen Dr SH #200 OBS/TEMP SH #1 OBS/TEMP SH (H) # OBS/TEMP A2.00 SCEEN WALL SCEEN WALL SCEEN WALL IGHT ELEVATION SCALE: 1/" = 1'

3 2'-6" '-8" 2'-2" '-6 1/2" 18'-7 1/2" 7'-2" 6'-" 15'-7" 1'-0" " 6'-" SCEEN WALL SCEEN WALL " Step Down SCEEN WALL 1'-0 1/2" (2) 2" x 12" (#2 Yellow Pine) Beam w/ 1/2" Plywood Spacer. See Beam Nailing Pattern Detail Sheet. Screen Dr SCEEN WALL 10'-" 11'-8" 17'-0" 7'-6 1/2" 5'- 1/2" '-2" DECK 10'-0" SH (H) # OBS/TEMP SH (H) # OBS/TEMP SH (H) #2 OBS/TEMP SH (H) # OBS/TEMP SCEEN WALL 7'-0" '-0" 5'-1" " Step Down (2) 2" x 12" (#2 Yellow Pine) Beam w/ 1/2" Plywood Spacer. See Beam Nailing Pattern Detail Sheet S5.00 SH (H) # OBS/TEMP '-" 2'-5" 8'-5 1/2" 12'-5 1/2" '-6" '-11" 1'-0" '-0" 5'-6" 8'-9 1/2" 1'-0" 1'-10" 1'-" 268 5'-" SH (H) # OBS/TEMP SH (H) # OBS/TEMP SH (H) # 1'-11 1/2" '-" 1'-11 1/2" SH (H) # OBS/TEMP 2868 SH (H) # OBS/TEMP 2868 SH #1 OBS/TEMP SH (H) # 7'-8 1/2" 1'-0" 11'-5 1/2" 8'-5" '-5 1/2" 2'-" 7'-" '-8" SEAT W.I.C. 5'-10" 8'-9 1/2" W.I.C. B #2 M.B. '-8" MASTE BDM 15'-11" BEDM #2 5'-9 1/2" 9'-0" '-" FG W/ SCEEN D 6068 W/ SCEEN D FG 160 '-6 1/2" 8'-2" '-6 1/2" '-10" 5'-2" 1'-9" '-8" W.I.C. '-6" '-8" 7'-1 1/2" " Step Down '-" 10'- 1/2" SCEEN WALL Screen Dr SH # SCEEN WALL SCEEN WALL SH # SCEEN WALL SCEEN WALL 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 1,500 P.S.I. MOTA SHALL CONFOM TO ASTM C-270 AND SHALL BE EITHE TYPE M O S. EINFOCING STEEL SHALL BE GADE 0 MINIMUM AND IDENTIFIED IN ACCODANCE WITH ASTM A-615. LAP SPLICES, WHEE EQUIED, SHALL BE A MINIMUM OF 25" 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 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPESSIVE STENGTH OF 2,500 P.S.I. (WHEN TESTED PE ASTM C-1019). POVIDE CLEAN-OUT OPENINGS (12 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 " 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 20" WIDE O 2" HIGH. DOOS BETWEEN GAAGE AND LIVING AEA SHALL BE SELF CLOSING AND LATCHING. ALL EXTEIO WINDOW & GLASS DOOS SHALL BE TESTED IN ACCODANCE WITH ANSI/AMMA/NWWDA 101/IS2 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 1.5 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: SH #050 (1) GLAZING IN SWINGING DOOS, FIXED AND SLIDING PANELS OF SLIDING DOO ASSEMBLIES. (2) 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 2 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. () GLAZING IN AN INDIVIDUAL FIXED O OPEABLE PANEL, OTHE THAN THOSE LOCATIONS DESCIBED IN ITEMS (2) 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 18 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. 18'- 1/2" 11'-8 1/2" 12'-10 1/2" 17'-9" '-10" 10'-9" 1'-5" 12'-10 1/2" '-0" 6'-0" 8'-9" FOYE ENTY (2) 2" x 12" (#2 Yellow Pine) Beam w/ 1/2" Plywood Spacer. See Beam Nailing Pattern Detail Sheet S5.00 7'- 1/2" (2) 2" x 12" (#2 Yellow Pine) Beam w/ 1/2" Plywood Spacer. See Beam Nailing Pattern Detail Sheet S5.00 6'-0" DECK 6'-" 8'-" COVEED WALKWAY " Step Down " Step Down " Step Down 2 10'-0" '-6" '-6" 12'-7" 8'-6" 8'-6" 21'-5" GEAT OOM 60'-7" 8'-8" '-1" SCEEN WALL D/W FG SH 020 #25 5'-7 1/" 1'- 1/" 12'-0 1/" '-0" 5'-0 1/" 8'- 1/2" 11'-8" 11'-8" 8'- 1/2" 9'-5" 66'-7" 16'-0" " Step Down 6" (2) 2" x 12" (#2 Yellow Pine) Beam w/ 1/2" Plywood Spacer. See Beam Nailing Pattern Detail Sheet S5.00 WOOD BUNING STOVE VAULTED CEILING 9'-2" DINING SCEENED DECK 6" 16'-0" 9'-2" 6" 80'-0" SH #2 SCEEN WALL 9'-5" SH #2 SCEEN WALL SCEEN WALL Screen Dr 68 2'-8 1/2" '-8" 5'-2" '-5 1/2" TIMBE MATEIALS - STUCTUAL- : ALL TIMBE MATEIALS SHALL BE AS FOLLOWS: ATTIC ACCESS: LVL BEAMS SHALL BE (1.9E) MICOLLAM LVL MATEIALS MANUFACTUED BY TUSS JOIST MACMILLAN (O EQUAL). LUMBE UTILIZED IN BOTTOM PLATES, TOP PLATES, POSTS, STUDS PACKS AND BEAMS SHALL BE #2 YELLOW PINE (O BETTE). LUMBE WITH DIECT CONTACT TO CONCETE/MASONY SHALL BE PESSUE TEATED EXTEIO AND INTEIO LOAD BEAING STUDS SHALL BE #2 YELLOW PINE (O BETTE). ALL OTHE STUDS SHALL BE "STUD GADE" SPUCE. PSL POSTS SHALL BE (1.8E) 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 1/2" PLYWOOD O 7/16 O.S.B. (2-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 12" O.C. ALONG ALL INTEMEDIATE STUDS. AT OPENINGS WIDE O LAGE, STAP HEADE BEAM TO THE HEADE STUDS WITH (2) SIMPSON "LSTA2" STAP TIES AT EACH END OF HEADE BEAM. ANCHO BOTTOM OF HEADE STUDS TO FOUNDATION WITH A SIMPSON "HTT" TENSION TIE. ANCHO TUSSES AS FOLLOWS: OOF UPLIFTS OF 775# AND LESS USE (1) SIMPSON "LTS12" HUICANE TIE. 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 SPACES SHALL BE POVIDED WITH AN INTEIO ACCESS OPENING NOT LESS THAN 22X6 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 2 INCHES. 17'-" 10'-8" 8'-8" 11'-" 19'-" " Step Down Top Of Knee 1-1/2" A.F.F. (2) 2" x 12" (#2 Yellow Pine) Beam w/ 1/2" Plywood Spacer. See Beam Nailing Pattern Detail Sheet S5.00 AISED BA ICE (2) 2" x 12" (#2 Yellow Pine) Beam w/ 1/2" Plywood Spacer. See Beam Nailing Pattern Detail Sheet S5.00 K 16'-0" COOK TOP DBL WALL OVEN LAUNDY GAS TANKLESS WATE HEATE 1/2 B W D (2) 2" x 12" (#2 Yellow Pine) Beam w/ 1/2" Plywood Spacer. See Beam Nailing Pattern Detail Sheet S5.00 SH #200 OBS/TEMP 5'-1" 12'-11" 5'-11 1/2" 1 5'-" 0'-8" CAPOT FLOO PLAN SCALE: 1/" = 1' 2'-11 1/2" CONTACTO DESIGNE MEMBE AMEICAN INSTITUTE POJECT 60 US 27 S. SEBING FL (86) A.00 Copyright 201 By Building Designs, Inc. All ights eserved

4 POJECT AMEICAN INSTITUTE DESIGNE 1 (86) Copyright 201 By Building Designs, Inc. All ights eserved CONTACTO SIDE SECTION VIEW SCALE 1/" = 1' KITCHEN SECTION VIEWS SCALE /8" = 1' MEMBE 60 US 27 S. SEBING FL. 876 FONT SECTION VIEW SCALE 1/" = 1' A.00

5 TV ELECTIC SYMBOLS GOUND ODS MAIN BEAKE BOX MAIN BEAKE BOX ELECTIC ISE UNDEGOUND UNDEGOUND METE HUB SUPPLIED BY POWE COMPANY UNDEGOUND CONDUIT TO ELECTIC COMPANY FEEDE LINE. CONDUIT SUPPLIED BY POPETY OWNE CONDUIT TO ELECTIC COMPANY FEEDE LINE. CONDUIT SUPPLIED BY POPETY OWNE WP CD WO DW CW CT H Duplex eceptacle 220 V Wall Outlet Ground Fault eceptacle Ground Fault/ Waterproof eceptacle Clothes Dryer Duplex eceptacle Wall Oven 220 V eceptacle efrigerator Duplex eceptacle Dishwasher Duplex eceptacle Clothes Washer Duplex eceptacle Electric Cooktop eceptacle Hood w/ Vent eceptacle DM Single Pole Switch Three-Way Switch Four-way Switch Dimmer Switch Ceiling Mounted Light Fixture Wall Mounted Light Fixture ecessed Can Light Fixture Porch Lantern Attic Light w/ Switch Fluorescent Exhaust Fan Fan SD ELECTICAL: ELECTICAL MATEIALS AND INSTALLATION SHALL COMPLY WITH APPLICABLE PEVISIONS OF THE 2010 NATIONAL ELECTICAL CODE (NFPA 70), LOCAL CODES, AND THE LOCAL POWE COMPANY. IN ACCODANCE WITH THE 2010 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 1'-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 2007 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 71.00(2)(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 ELECTICAL OUTLETS IN BATHOOMS, KITCHEN (WITHIN 6 FEET OF SINKS), GAAGE AND AT EXTEIO LOCATIONS SHALL BE WIED INTO A GOUND-FAULT INTEUPTE "" CICUIT. ALL ELECTICAL OUTLETS AT EXTEIO LOCATIONS W/ NO OOF COVE SHALL BE WIED INTO A GOUND- FAULT INTEUPTE "" CICUIT AND HAVE A "BUBBLE COVE" OVE ECEPTACLE. POJECT ELECTIC METE HUB SUPPLIED BY POWE COMPANY G.D.O. Garage Door Opener eceptacle Ceiling Fan w/ Light ALL ELECTICAL OUTLETS SHALL BE WIED INTO AN AC-FAULT INTEUPTE "AFI" CICUIT. Floor Mounted eceptacle GOUND ODS ELECTIC ISE OVEHEAD SEVICE TV SD CO/SD Door Bell Phone Outlet TV Outlet Smoke Detector Smoke & Carbon Monoxide Detector Pendant Light Chandelier CONTACTO CO/SD CO/SD Fan WO DBL WALL OVEN WP SD Flr Box W CW Fan H TV Fan Fan ICE COOK TOP Under Counter Lighting D CD WP TV Flr Box D/W GAS TANKLESS WATE HEATE DW WP WP ELECTICAL PLAN SCALE /16" = 1' FUNITUE PLAN SCALE 1/8" = 1' DESIGNE 60 US 27 S. SEBING FL (86) Copyright 201 By Building Designs, Inc. All ights eserved MEMBE AMEICAN INSTITUTE D/W A5.00 E1.00

6 2'-" 6'-0" SOIL TEMITE TEATMENT: INITIAL SOIL POISONING TEATMENT SHALL BE DONE AFTE ALL EXCAVATION, BACKFILLING & COMPACTION AE COMPLETE (PE FBC ). '-6" ANY SOIL DISTUBED AFTE THE INITIAL TEATMENT SHALL BE E-TEATED (INCLUDING ANY BOXED O FOMED AEA) - (PE FBC ). 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 ). 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 ). ALL BUILDINGS AE EQUIED TO HAVE A PE-CONSTUCTION TEMITE TEATMENT (PE FBC ). AFTE ALL WOK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE EMOVED FOM BELOW AND WITHIN 12 INCHED OF THE BUILDING. THIS SHALL INCLUDE ALL GADE STAKES, TUB TAP BOXES, FOM, SHOING AND ANY OTHE CELLULOSE CONTAINING MATEIALS. (PE FBC 20.1.) 17'-0" 8'-6" 8'-6" 8'-10" 8'-10" 8'-6" 10'-0" POJECT NO WOOD, VEGETATION, STUMPS, CADBOAD, TASH, ETC. SHALL BE BUIED WITHIN 1 OF ANY BUILDING O POPOSED BUILDING (PE FBC 20.1.). '-6" ANY CONCETE OVE POU, MOTA O STUCCO MATEIALS ALONG THE FOUNDATION PEIMETE MUST BE EMOVED PIO TO EXTEIO SOIL TEATMENT (PE FBC ). EXTEIO SOIL TEATMENT MUST BE APPLIED UNDE ALL EXTEIO CONCETE O GADE WITHIN 12 INCHES OF THE STUCTUE SIDE WALL (PE FBC ). 7'-8" 7'-8" 29'-" 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 ) IIGATION/SPINKLES SYSTEMS INCLUDING ALL ISES AND SPAY HEADS SHALL NOT BE INSTALLED WITH 12 INCHES OF THE BUILDING SIDEWALL (PE FBC 150..). 107'-7" CONDENSATE AND OOF DOWNSPOUTS SHALL DISCHAGE AT LEAST 12 INCHES AWAY FOM THE BUILDING SIDEWALLS (PE FBC 150..). 10'-" 17'-" 60'-7 1/2" 19'- 1/2" 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 ). 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 ): "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." '-8" 7'-" 21'-7 1/2" '-9 1/2" 2'-" 10'-" 20'-0" '-8" CONTACTO 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 ). SOIL BEAING & COMPACTION: THESE PLANS WEE DAWN BASED UPON ALL ALLOWABLE SOIL BEAING CAPACITY OF 2,000 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 2,000 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 2,000 P.S.F. FOUNDATION LOADING. SLAB SHALL BE PLACED OVE A 6 MIL VAPO BAIE ON CLEAN, ADEQUATELY COMPACTED AND TEMITE POISONED SOIL. CONCETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY COMPESSIVE STENGTH OF 2,500 P.S.I. EINFOCING STEEL SHALL BE GADE 0 MINIMUM AND IDENTIFIED IN ACCODANCE WITH ASTM A-615. LAP SPLICES, WHEE EQUIED, SHALL BE A MINIMUM OF 25" FO #5 EBA, 0" FO #6 EBA & 5" FO #7 EBA. PLANS AE ENGINEEED FO A MAXIMUM STEMWALL HEIGHT OF 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 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. 8'-0 1/2" '-10" 1'-0" 16'-10 1/2" 6'-6 5/8" 6'-5 /8" 8'-7 1/2" 10'-10" 8'-1 1/2" 6'-6 5/8" 8'-" 8'-7 1/2" 5'-2" '-5 1/2" '-5 1/2" 8'-7 1/2" 17'-1" 7'-10" 7'-11 7/16" 7'-10" 5'- 7/8" 10'- 1/2" 5'-2 1/8" 5'-2" 5'-2" 5'-0 /16" '-1 1/2" '-0" 7'-1 1/2" 8'-" 2'-11 7/8" 5'-" '-0" 8'-2 1/8" 11'-10 1/2" '-7 /8" '- 5/8" 11'- 7/8" 12'-0 1/8" 9'-" 2'-8 1/8" 7'-9 7/8" 2'-2" '-10" 5'-" 5'-" 5'-" 5'-5 1/2" 5'-5 1/2" 5'-5 1/2" 9'-0" 5'-" 8'-7 1/2" 10'-8" 10'-" 17'-" 10'-0" 7'-7" 6'-2 1/8" 6'-0" 0'-0" 5'-9 7/8" 10'-7 1/2" 19'- 1/2" 0'-0" 10'-8" DESIGNE 60 US 27 S. SEBING FL (86) Copyright 201 By Building Designs, Inc. All ights eserved FOUNDATION PLAN SCALE: 1/" = 1' MEMBE AMEICAN INSTITUTE 2" x 8" EXTEIO WALL Strap Each Stud To im Joist w/ Simpson ST12. (Typ) 2" x 8" P.T. #2 Y.P. Flr Joist 16" O.C. Secure w/ Simpson LU28 at each flr joist to rim joist connection DBL 2" x 8" P.T. #2 Y.P. im Joist Secure w/ Simpson CCTQM () #7 Upright rebar each pier 12" x 2" x 2" Concrete Pier () #5 Each Way 000 PSI Concrete Min (1) Simpson each Pier to Beam Connection. Installed Per Manufactures Specs (Typ) () #7 Upright rebar each pier 12" x 2" x 2" Concrete Pier () #5 Each Way 000 PSI Concrete Min 2" x 8" P.T. #2 Y.P. Flr Joist 16" O.C. Simpson H10A Installed Per Manufactures Specs (Typ) DBL 2" x 8" PT #2 Y.P. Beam w/ 1/2" Plywood Spacer 8" CMU 2" x 8" EXTEIO WALL 2" x 8" P.T. #2 Y.P. Flr Joist 16" O.C. Secure w/ Simpson HETA20 Strap DBL 2" x 8" P.T. #2 Y.P. im Joist Secure w/ Simpson CCTQM () #7 Upright rebar each pier 8" CMU 12" x 2" x 2" Concrete Pier () #5 Each Way 000 PSI Concrete Min * " CONCETE SLAB * 6X WIE MESH O FIBE MESH * 6 MILL VAPO BAIE W/ TAPED JOINTS * SOIL POISON FO TEMITES * 16" X 16" CONCETE FOOTINGS * 2 - #5 STEEL CONTINIOUS * 2 - #5 L-BAS WITH 2" LEGS AT ALL CONES. * 1 - #5 DOWL OD FOM FOOTING TO LINTEL AT ALL CONES. * 1 - #5 VETICAL DOWL OD PE STEEL PLACEMENT PLAN. * OPENINGS GEATE THAN 6' 6" SHALL HAVE 2 #5 STEEL VETICALS * MIN P.S.I. 28 DAYS * CLEAN COMPACTED FILL DIT * SOIL IN 12" LIFTS, COMPACTED TO 95% OF MODIFITIED POCTO GOUT FILLED CELLS 000 PSI CONCETE MIN. () #7 VETICAL EBA (TOTAL FO PIE) 8 X 16 X 8 CMU 2" X 2" X 12" CONCETE PAD () #5 EBA EACH WAY 000 PSI CONCETE PIE DETAIL GOUT FILLED CELLS 000 PSI CONCETE MIN. () #7 VETICAL EBA (TOTAL FO PIE) 8 X 16 X 8 CMU 2" X 2" X 12" CONCETE PAD () #5 EBA EACH WAY 000 PSI CONCETE S1.00 SCALE: 1/2" = 1'

7 2'-" 6'-0" 17'-0" '-6" 10'-0" '-6" 2" x 8" EXTEIO WALL Strap Each Stud To im Joist w/ Simpson ST12. (Typ) 2" x 8" P.T. #2 Y.P. Flr Joist 16" O.C. Secure w/ Simpson LU28 at each flr joist to rim joist connection DBL 2" x 8" P.T. #2 Y.P. im Joist Secure w/ Simpson CCTQM () #7 Upright rebar each pier 12" x 2" x 2" Concrete Pier () #5 Each Way 000 PSI Concrete Min (1) Simpson each Pier to Beam Connection. Installed Per Manufactures Specs (Typ) () #7 Upright rebar each pier 12" x 2" x 2" Concrete Pier () #5 Each Way 000 PSI Concrete Min 2" x 8" P.T. #2 Y.P. Flr Joist 16" O.C. Simpson H10A Installed Per Manufactures Specs (Typ) DBL 2" x 8" PT #2 Y.P. Beam w/ 1/2" Plywood Spacer 8" CMU 2" x 8" EXTEIO WALL 2" x 8" P.T. #2 Y.P. Flr Joist 16" O.C. Secure w/ Simpson HETA20 Strap DBL 2" x 8" P.T. #2 Y.P. im Joist Secure w/ Simpson CCTQM () #7 Upright rebar each pier 8" CMU 12" x 2" x 2" Concrete Pier () #5 Each Way 000 PSI Concrete Min POJECT 29'-" Min. () #7 vertical rebar (total for pier) Min. () #7 vertical rebar (total for pier) CONTACTO 17'-" 7'-" Typical CCQM Installation 6'-2" 12'-" 17'-2 1/2" '-8" 60'-7 1/2" 9'-9 /8" 11'-10 1/8" '-9 /16" 2'- 7/16" 5'-9 7/8" 5'-0 1/2" 2'-8" '-9 1/2" 1 27'-1 1/2" DESIGNE 60 US 27 S. SEBING FL (86) Copyright 201 By Building Designs, Inc. All ights eserved 2'-11 1/2" '-2 1/2" 5'-5" 5'-" MEMBE AMEICAN INSTITUTE FLOO FAMING PLAN SCALE: 1/" = 1' 10'-6" 10'-0" 17'-" 10'-0" 2'-1" 5'-8 7/8" 2'-2 1/8" 10'-7 1/2" S2.00

8 TIMBE MATEIALS - STUCTUAL- : ALL TIMBE MATEIALS SHALL BE AS FOLLOWS: LVL BEAMS SHALL BE (1.9E) MICOLLAM LVL MATEIALS MANUFACTUED BY TUSS JOIST MACMILLAN (O EQUAL). LUMBE UTILIZED IN BOTTOM PLATES, TOP PLATES, POSTS, STUDS PACKS AND BEAMS SHALL BE #2 YELLOW PINE (O BETTE). LUMBE WITH DIECT CONTACT TO CONCETE/MASONY SHALL BE PESSUE TEATED EXTEIO AND INTEIO LOAD BEAING STUDS SHALL BE #2 YELLOW PINE (O BETTE). ALL OTHE STUDS SHALL BE "STUD GADE" SPUCE. PSL POSTS SHALL BE (1.8E) PAALLAM PSL MATEIALS MANUFACTUED BY TUSS JOIST MACMILLAN (O EQUAL). SEE "POST SUPPOT TABLE" ON THIS FO LOAD VALUES. 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 - IN 12 OVEHANG - 2" OOF MATEIAL - CODE APPOVED 5v CIMP METAL OOF SUB-FASCIA- 2X6 WIND MPH EXPOSUE - C COUNTY - ST LUCIE PE-ENGINEEED OOF TUSSES EXTEIO WALLS SHALL BE CONSTUCTED WITH 1/2" PLYWOOD O 7/16 O.S.B. (2-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 12" O.C. ALONG ALL INTEMEDIATE STUDS. AT OPENINGS WIDE O LAGE, STAP HEADE BEAM TO THE HEADE STUDS WITH (2) SIMPSON "LSTA2" STAP TIES AT EACH END OF HEADE BEAM. ANCHO BOTTOM OF HEADE STUDS TO FOUNDATION WITH A SIMPSON "HTT" TENSION TIE. POJECT ANCHO TUSSES AS FOLLOWS: OOF UPLIFTS OF 775# AND LESS USE (1) SIMPSON "LTS12" HUICANE TIE. 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. PODUCT CODE DESCIPTION FASTENES HEADE TUSS DESIGN LOADS (LBS.) UPLIFT SIMPSON "LTS12" HUICANE STAP 6-10d x 1-1/2" 6-10d x 1-1/2" 720 PODUCT CODE DESCIPTION FASTENES HEADE TUSS DESIGN LOADS (LBS.) UPLIFT SIMPSON "LTS12" HUICANE STAP 6-10d x 1-1/2" 6-10d x 1-1/2" 775 2" x 6" #2 Y.P. 2" O.C. FLAT DECK OOF OVE COVEED WALKWAY TUSS TO PLATE DETAIL TUSS TO BEAM DETAIL CONTACTO '-0" '-0" PE-ENGINEEED OOF TUSSES PE-ENGINEEED OOF TUSSES PE-ENGINEEED OOF TUSSES ICE COOK TOP DBL WALL OVEN GAS TANKLESS WATE HEATE W D DESIGNE MEMBE AMEICAN INSTITUTE 60 US 27 S. SEBING FL (86) Copyright 201 By Building Designs, Inc. All ights eserved TUSS LAYOUT SCALE: 1/" = 1' S.00

9 ELECTICAL, PLUMBING & MECHANICAL: SOIL TEMITE TEATMENT: ELECTICAL MATEIALS AND INSTALLATION SHALL COMPLY WITH APPLICABLE PEVISIONS OF THE 2010 NATIONAL ELECTICAL CODE (NFPA 70), LOCAL CODES, AND THE LOCAL POWE COMPANY. INITIAL SOIL POISONING TEATMENT SHALL BE DONE AFTE ALL EXCAVATION, BACKFILLING & COMPACTION AE COMPLETE (PE FBC ). IDGE C.L. POST SUPPOT TABLE IN ACCODANCE WITH THE 2010 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 1'-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 2007 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 71.00(2)(I) OF THE FLOIDA ADMINISTATIVE CODE; ELECTICAL, PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE ESPECTIVE CONTACTOS TO MEET ALL APPLICABLE CODES. THE ELECTICAL, PLUMBING AND MECHANICAL SYSTEMS DAWN HEEON AE BASED UPON A DESIGN POVIDED BY THE OWNE TO ADDESS HIS/HE EQUIEMENTS. ALL ELECTICAL OUTLETS IN BATHOOMS, KITCHEN (WITHIN 6 FEET OF SINKS), GAAGE AND AT EXTEIO LOCATIONS SHALL BE WIED INTO A GOUND-FAULT INTEUPTE "" CICUIT. ALL ELECTICAL OUTLETS AT EXTEIO LOCATIONS W/ NO OOF COVE SHALL BE WIED INTO A GOUND- FAULT INTEUPTE "" CICUIT AND HAVE A "BUBBLE COVE" OVE ECEPTACLE. ANY SOIL DISTUBED AFTE THE INITIAL TEATMENT SHALL BE E-TEATED (INCLUDING ANY BOXED O FOMED AEA) - (PE FBC ). 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 ). 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 ). ALL BUILDINGS AE EQUIED TO HAVE A PE-CONSTUCTION TEMITE TEATMENT (PE FBC ). AFTE ALL WOK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE EMOVED FOM BELOW AND WITHIN 12 INCHED OF THE BUILDING. THIS SHALL INCLUDE ALL GADE STAKES, TUB TAP BOXES, FOM, SHOING AND ANY OTHE CELLULOSE CONTAINING MATEIALS. (PE FBC 20.1.) IDGE VALLEY PATIAL OOF PLAN 8d ING SHANK NAILS AT 6" O.C., " O.C. AT GABLE ENDWALL O GABLE TUSSES. 8d ING SHANK NAILS AT 6" O.C. AT EDGES 8d ING SHANK NAILS AT 6" O.C. INTEMEDIATE NOTE: END JOINTS FO SHEATHING SHALL BE STAGGEED AND OCCU OVE A FAMING MEMBE. OOF EDGE POST LENGTH 9'-0" 10'-0" 1 1'-0" 16'-0" 1 20'-0" 2 POST SIZE 1/2" X 1/2" 1/2" X 5 1/" 1/2" X 7" 5 1/" X 5 1/" 5 1/" X 7" 7" X 7" FLOO OOF & FLOO FLOO OOF & FLOO FLOO OOF & FLOO FLOO OOF & FLOO FLOO OOF & FLOO FLOO OOF & FLOO 7,270# 7,716# 10,905# 11,57# 1,59# 15,2# 26,655# 29,565# 5,50# 9,20# 6,115# 6,1# 9,17# 9,662# 12,21# 12,88# 2,8# 25,61# 1,12#,175# 5,20# 5,9# 7,805# 8,17# 10,07# 10,897# 20,667# 22,00# 27,556# 29,7#,885#,0# 5,827# 6,050# 7,770# 8,067# 16,166# 17,180# 21,555# 22,907#,00#,099#,50#,69# 6,005# 6,199# 12,89# 1,566# 17,190# 18,088#,168# 6,76# 10,8# 10,952# 1,977# 1,60# 28,98# 0,12# 8,67# 9,01# 11,565# 12,018# 2,027# 25,56# 7,286# 7,50# 9,715# 10,05# 20,81# 21,8# POSTS SHALL BE (1.8E) PAALLAM PSL MATEIALS MANUFACTUED BY TUSSJOIST MACMILLAN (O EQUAL). 17,68# 18,1# 15,# 15,9# POJECT ALL ELECTICAL OUTLETS SHALL BE WIED INTO AN AC-FAULT INTEUPTE "AFI" CICUIT. SOIL BEAING & COMPACTION: NO WOOD, VEGETATION, STUMPS, CADBOAD, TASH, ETC. SHALL BE BUIED WITHIN 1 OF ANY BUILDING O POPOSED BUILDING (PE FBC 20.1.). ANY CONCETE OVE POU, MOTA O STUCCO MATEIALS ALONG THE FOUNDATION PEIMETE MUST BE EMOVED PIO TO EXTEIO SOIL TEATMENT (PE FBC ). OOF SHEATHING NAILING SCALE: 1/" = 1'-0" THESE PLANS WEE DAWN BASED UPON ALL ALLOWABLE SOIL BEAING CAPACITY OF 2,000 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 2,000 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 2,000 P.S.F. FOUNDATION LOADING. EXTEIO SOIL TEATMENT MUST BE APPLIED UNDE ALL EXTEIO CONCETE O GADE WITHIN 12 INCHES OF THE STUCTUE SIDE WALL (PE FBC ). 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 ) IIGATION/SPINKLES SYSTEMS INCLUDING ALL ISES AND SPAY HEADS SHALL NOT BE INSTALLED WITH 12 INCHES OF THE BUILDING SIDEWALL (PE FBC 150..). CONDENSATE AND OOF DOWNSPOUTS SHALL DISCHAGE AT LEAST 12 INCHES AWAY FOM THE BUILDING SIDEWALLS (PE FBC 150..). ' A TUSSES BELOW SHEATHED PIO TO VALLEY FAMING INSTALLATION. CONTACTO SLAB SHALL BE PLACED OVE A 6 MIL VAPO BAIE ON CLEAN, ADEQUATELY COMPACTED AND TEMITE POISONED SOIL. CONCETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY COMPESSIVE STENGTH OF 2,500 P.S.I. EINFOCING STEEL SHALL BE GADE 0 MINIMUM AND IDENTIFIED IN ACCODANCE WITH ASTM A-615. LAP SPLICES, WHEE EQUIED, SHALL BE A MINIMUM OF 25" FO #5 EBA, 0" FO #6 EBA & 5" FO #7 EBA. PLANS AE ENGINEEED FO A MAXIMUM STEMWALL HEIGHT OF 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 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. TIMBE MATEIALS - STUCTUAL- : ALL TIMBE MATEIALS SHALL BE AS FOLLOWS: LVL BEAMS SHALL BE (1.9E) MICOLLAM LVL MATEIALS MANUFACTUED BY TUSS JOIST MACMILLAN (O EQUAL). 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 ). 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 ): "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 ). 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. 16' 2" X " NAILES (TYP.) 12' 8' 2" X 8" IDGE BOAD CONT. 2" X " 28' - 0" MAX. A END NOT EXPOSED TO WIND 2" X 8" (#2 YELLOW PINE) IDGE BOAD 2"X" VETICAL 8" O.C. (MAX) CONN. W/ -16D TOP & USP "T" O SIMPSON "H" HUICANE CLIP AT BOTTOM. 2" X 6" (#2 YELLOW PINE) VALLEY FAMING (TYP.) COMMON TUSS 2"X6" (#2 YELLOW PINE) 2" O.C. SIMPSON "H" HU. EACH END LUMBE UTILIZED IN BOTTOM PLATES, TOP PLATES, POSTS, STUDS PACKS AND BEAMS SHALL BE #2 YELLOW PINE (O BETTE). LUMBE WITH DIECT CONTACT TO CONCETE/MASONY SHALL BE PESSUE TEATED EXTEIO AND INTEIO LOAD BEAING STUDS SHALL BE #2 YELLOW PINE (O BETTE). ALL OTHE STUDS SHALL BE "STUD GADE" SPUCE. PSL POSTS SHALL BE (1.8E) 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 1/2" PLYWOOD O 7/16 O.S.B. (2-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 12" O.C. ALONG ALL INTEMEDIATE STUDS. AT OPENINGS WIDE O LAGE, STAP HEADE BEAM TO THE HEADE STUDS WITH (2) SIMPSON "LSTA2" STAP TIES AT EACH END OF HEADE BEAM. ANCHO BOTTOM OF HEADE STUDS TO FOUNDATION WITH A SIMPSON "HTT" TENSION TIE. ANCHO TUSSES AS FOLLOWS: OOF UPLIFTS OF 775# AND LESS USE (1) SIMPSON "LTS12" HUICANE TIE. 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. ATTIC ACCESS: ATTIC SPACES SHALL BE POVIDED WITH AN INTEIO ACCESS OPENING NOT LESS THAN 22X6 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 2 INCHES. 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. EXTEIO WINDOWS & DOOS EGESS WINDOWS SHALL HAVE A FINISH SILL HEIGHT NOT GEATE THAN " 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 20" WIDE O 2" HIGH. DOOS BETWEEN GAAGE AND LIVING AEA SHALL BE SELF CLOSING AND LATCHING. ALL EXTEIO WINDOW & GLASS DOOS SHALL BE TESTED IN ACCODANCE WITH ANSI/AMMA/NWWDA 101/IS2 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 1.5 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: (1) GLAZING IN SWINGING DOOS, FIXED AND SLIDING PANELS OF SLIDING DOO ASSEMBLIES. (2) 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 2 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. () GLAZING IN AN INDIVIDUAL FIXED O OPEABLE PANEL, OTHE THAN THOSE LOCATIONS DESCIBED IN ITEMS (2) 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 18 INCHES ABOVE THE FLOO. SIMPSON "H" HU. 8" O.C. TYP. OOF VALLEY DETAIL NOT-TO-SCALE VET. SCAB BEVEL CUST TYP. CONT. 2" X " NAILE TYP. (2-16D NAILS PE TUSS) 2" X 8" IDGE BOAD SIMPSON "H" HU. 8" O.C. TYP. SECTION "A" - "A" SIMPSON H FAMING ANCHO TYP. OOF SHEATHING - 16D TOE IDGE BOAD END Nail oof Sheathing With 8d " O/C along All Edges, Valleys And Gable Ends, Space 8d 12" O/C In Field CODE APPOVED 5v CIMP METAL OOF DESIGNE MEMBE AMEICAN INSTITUTE 60 US 27 S. SEBING FL (86) Copyright 201 By Building Designs, Inc. All ights eserved (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. '-" 5 '-" 5 5 '-" 5 '-" Top Chord Of Pre - Engineered 2" O.C. 0# FELT UNDELAYMENT 9/16" O.S.B. SHEATHING (2-M-W ATING) O 5/8" PLYWOOD SHEATHING S.00 METAL OOF ATTACHMENT SCALE: 1/2" = 1'

10 2" x " TOP AIL LESS THAN " CLEA NOTES: ISES AND TEADS: 2" x 12" #2 Y.P. 1/2" Plywood Spacer 2" x 2" PICKETS HANDAIL WITH CICULA COSS SECTION DIAMETE BETWEEN 1¼" TO 1½", O POVIDE COSS SECTION OF EQUIVALENT GASPABILITY PEFOMANCE 2" x " BOT. AIL 2" NOTE: USE ALL GALVANIZED NAILS O SCEWS AND P.T. LUMBE (AT EXTEIO AILINGS). ESIDENTIAL GUADAIL DETAIL SCALE: 1/2" = 1'-0" 6" (" AT STAIWAYS) TOTAL STAI UN MINIMUM TEAD (NOT INCLUDING NOSING) = 10" WIDE 1" NOSING THE STAIS SHALL NOT BE LESS THAN 6" IN CLEA WIDTH ABOVE THE PEMITTED HANDAIL HEIGHT AND BELOW THE EQUIED HEADOOM HEIGHT. THE HEIGHT OF ISES SHALL NOT EXCEED 7 / INCHES, AND TEADS (EXCLUSIVE OF NOSING) SHALL BE NO LESS THAN 10 INCHES WIDE. A NOSING IS NOT EQUIED WHEE THE TEAD DEPTH IS A MIN 11 INCHES. HANDAILS: STAIWAYS HAVING FOU O MOE ISES ABOVE A FLOO O FINISHED GOUND LEVEL, SHALL BE EQUIPPED WITH HANDAILS LOCATED NOT LESS THAN INCHES NO MOE THAN 8 INCHES ABOVE THE LEADING EDGE OF A TEAD. GUADAILS: ALL UNENCLOSED FLOO & OOF OPENING, OPEN & GLAZED SIDES OF LANDINGS, STAIS, AMPS, BALCONIES AND POCHES WHICH AE MOE THAN 0 INCHES ABOVE FINISHED GOUND LEVEL O A FLOO BELOW SHALL BE POTECTED BY A GUADAIL. OPEN GUADAILS SHALL HAVE INTEMEDIATE AILS O ONAMENTAL PATTEN SUCH THAT A -INCH DIAMETE SPHEE CAN NOT PASS THOUGH ANY OPENING. A BOTTOM AIL O CUB SHALL BE POVIDED THAT WILL EJECT THE PASSAGE OF 2-INCH DIAMETE SPHEE. GUADAILS FO DWELLINGS, WITHIN INDIVIDUAL DWELLING UNITS O GUEST OOMS, AND IN ESIDENTIAL CAE/ASSISTED LIVING OCCUPANCIES SHALL BE A MINIMUM OF 6 INCHES HIGH. FLOOING 2" x 12" #2 Y.P. 1/2" Plywood Spacer 2" x 12" #2 Y.P. 7 1/2" 2" 2" 2" x 12" #2 Y.P. 1/2" Plywood Spacer 2" x 12" #2 Y.P. 7 1/2" 2" 2" " 16" 16" 16" 16" " 8" BEAM DETAIL " 16" 16" 16" 16" " 8" 16d Nails (Typ) 16d Nails (Typ) NOTE: Max Span For (2) 2" x 12" w/ 1/2" Plywood Center is 1 LCE PODUCT CODE POST BEAM SIMPSON "LCE" 10-16d 1-16d PODUCT CODE BEAM TO POST DETAIL DESCIPTION FASTENES SIMPSON "AC" POST CAP 16-16d DESIGN LOADS (LBS.) UPLIFT 985 MITEED CONE DESIGN LOADS (LBS.) BEAING BEAM TO POST DETAIL UPLIFT N/A 10 POJECT TOTAL STAI UN MAXIMUM ISE HEIGHT= 7 /" HIGH OPEN ISE 2"X12" TEAD w/ 1" NOSING 7-1/" ISE FLOO JOIST NAIL (2) 2" x " TO BOTTOM OF FLOO TUSS 12" O LESS IN DEPTH 2" x 8" STAI LEDGE CONNECT TO FLOO TUSS w/ (2) 10d NAILS AT 6" O.C. MAX. O EQUIVALENT CONNECT CAIAGE TO LEDGE w/ (2) 10d TOE-NAILED COMMONS STAGGEED EACH SIDE BEAM DETAIL CONTACTO TOP OF HANDAIL " TO 8" ABOVE EDGE OF TEAD 2" X" P.T. KICK PLATE 2" x 12" CAIAGE AT SIDES AND INTEIO STINGES (CUT FOM 2" x 12") SPACED AT 16 INCHES ON CENTE TYPICAL STAI SECTION SCALE: 1/2" = 1'-0" NOTES: DOUBLE 2" X " TOP PLATE DOO MUST BE INSTALLED SUCH THAT THE MAXIMUM GAP INBETWEEN THE FAME AND SUPPOT FAMINGS IS 1/". (2) - 2" X 12" GAAGE OPENING (UNLESS NOTED OTHEWISE ON PLAN) & DOUBLE DOO W/ 2" X 8" ALL OTHE LOCATIONS ALUMINUM DIP EDGE 2" X 6" SUB-FASCIA HADI FASCIA HADI VENTED SOFFIT HADIE PLANK HZ10 LAP SIDING OVE TYVAC WATE ESIDENT BAIE OVE 1/2" PLYWOOD O 7/16" O.S.B. (2-M-W) ATING NAILED WITH 8d NAILS " O.C. ALONG ALL HOIZONTAL JOINTS & EDGES; 6" O.C. ALONG ALL VETICAL JOINTS & EDGES AND 12" O.C. ALONG ALL INTEMEDIATE STUDS SPACED AT 16" O.C. OVE 2 X 8 FAMING W/ VETICAL 16" ON CENTE CODE APPOVED 5v CIMP METAL OOF 0# OOFING FELT 9/16" O.S.B. SHEATHING (2-M-W ATING) O 5/8" PLYWOOD SHEATHING ENGINEEED OOF TUSS POCH CEILING HADI BEADED POCH PANEL (2) 2" X 12" BEAM HADIE PLANK HZ10 LAP SIDING OVE TYVEK WATE ESIDENT BAIE OVE 1/2" PLYWOOD O 7/16" O.S.B. (2-M-W) ATING NAILED WITH 8d NAILS " O.C. ALONG ALL HOIZONTAL JOINTS & EDGES; 6" O.C. ALONG ALL VETICAL JOINTS & EDGES AND 12" O.C. ALONG ALL INTEMEDIATE STUDS SPACED AT 16" O.C. OVE 2 X 8 FAMING W/ VETICAL 16" ON CENTE 9/16" O.S.B. SHEATHING (2-M-W ATING) O 5/8" PLYWOOD SHEATHING 12 SIMPSON HUS28 SIMPSON THGB2 CODE APPOVED 5v CIMP METAL OOF 0# OOFING FELT -0 BLOWN INSULATION SIMPSON EACH AFTE TO TOP PLATE. STAP TO BE INSTALLED PE MANUFACTUE SPECIFICATIONS. DOUBLE TOP PLATE (LAP SPLICES A MINIMUM OF 8" & NAIL WITH 16d 6" O.C. STAGGEED) SIMPSON "SP" AT TOP OF EVEY VETICAL STUD & SIMPSON "SP1" AT BOTTOM OF STUDS. (2) 2" X 12" HEADE OVE ALL LOAD BEAING OPENINGS FIXED GLASS WINDOW IMPACT GLASS PVC FAMES INTEIO FAME WALL FINISH SHALL BE 1/2" DYWALL OVE -19 BATT INSULATION. INTEIO CEILING SHALL BE 5/8" DYWALL WITH -0 INSULATION. INTEIO FAME WALL FINISH 2" x " STUDS 16" O.C. w/ 1/2" DYWALL EACH SIDE DYWALL FINISH PE OWNES SPECIFICATIONS SINGLE HUNG WINDOW IMPACT GLASS PVC FAMES ENGINEEED OOF TUSS (2) 2" X 12" HEADE OVE ALL LOAD BEAING OPENINGS INTEIO FAME WALL FINISH SHALL BE 1/2" DYWALL OVE -19 BATT INSULATION. INTEIO CEILING SHALL BE 5/8" DYWALL WITH -0 INSULATION. INTEIO FAME WALL FINISH 2" x " STUDS 16" O.C. w/ 1/2" DYWALL EACH SIDE DYWALL FINISH PE OWNES SPECIFICATIONS INSTALL DOO FAME ASSEMBLIES PE THE MANUFACTUES ANCHOING ECOMMENDATIONS TO ACHEIVE THE SPECIFIED DESIGN PESSUES. STAP ENDS OF HEADES WITH A USP O SIMPSON "LSTA2" STAP TIE AT OPENINGS LESS THAN WIDE, AT OPENINGS AND WIDE USE (2) USP O SIMPSON "LSTA2" STAPS AT EACH END. 2" X " 2" X " HEADE JACK 16d 12" O.C. SIMPSON "HTT" TENSION TIE DOO JAMB DETAIL SCALE: 1/2" = 1'-0" DOUBLE 2" X " TOP PLATE 2" X " P.T. BOTTOM PLATE (2) - 2" X 12" DOUBLE WINDOW LOCATIONS & 2" X 8" ALL OTHE LOCATIONS 2" X " 2" X " HEADE JACK 16d 12" O.C. SIMPSON "HTT" TENSION TIE DESIGNE MEMBE AMEICAN INSTITUTE 60 US 27 S. SEBING FL (86) Copyright 201 By Building Designs, Inc. All ights eserved SEE AILING DETAIL 2" X 6" P.T. #2 Y.P. DECK SECUE DECK TO JOIST W/ #10 X 2-1/2" GALVANIZED SCEWS 5/8" X 7" WEDGE 2" O.C. 2" X 8" P.T. #2 Y.P. FL JOIST 16" O.C. SECUE W/ SIMPSON LU28 AT EACH FL JOIST TO IM JOIST CONNECTION INSTALLED PE MANUFACTUES SPECS STAP EACH STUD TO IM JOIST W/ SIMPSON ST12. INSTALLED PE MANUFACTUES SPECS (TYP) -19 BATT INSULATION 2" X 8" P.T. #2 Y.P. FL JOIST 16" O.C. SECUE W/ SIMPSON LU28 AT EACH FL JOIST TO IM JOIST CONNECTION INSTALLED PE MANUFACTUES SPECS DBL 2" X 8" P.T. #2 Y.P. IM JOIST SECUE W/ SIMPSON CCTQM INSTALLED PE MANUFACTUES SPECS () #7 UPIGHT EBA EACH PIE 2" X " P.T. BOTTOM PLATE 2" X " CIPPLE WINDOW JAMB DETAIL SCALE: 1/2" = 1'-0" 12" X 2" X 2" CONCETE PIE () #5 EACH WAY 000 PSI CONCETE MIN S5.00