NEW RESIDENCE FOR: Designer: Project: DESIGNS INC. BUILDING A

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1 POJECT Designer: Building Designs Inc. 60 US 27 S Sebring, Fl Office Fax CONTACTO Project: GENEAL NOTES: NEW ESIDENCE FO: THIS STUCTUE HAS BEEN DESIGNED IN ACCODANCE WITH THE 2010 FLOIDA, THE 2010 FLOIDA AMENDEMENTS AND ASCE THE (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 - 0 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 DEAD LOAD (TUSS BOTTOM CHOD) - 10 P.S.F. NO STOAGE ASSUMED TUSS SHELF WEIGHT (DEAD LOAD) - 7 P.S.F. IS DESIGNED TO CONFOM TO ASCE 7-10, CHAPTE 6; PE 2010 FLOIDA ESIDENTIAL SECTION AND 2010 FLOIDA SECTION COMPONENT AND CLADDING +/- 2 P.S.F SECTION 1609 SCHEDULE OF DAWINGS ACHITECTUAL ELECTICAL A1.00 Title Sheet A2.00 Exterior Elevations A.00 Floor Plan A.00 Furniture Plan Section Views E1.00 Electrical Layout STUCTUAL CIVIL S1.00 Foundation Plan S2.00 Steel Placement Plan S.00 Truss Framing Plan S.00 General Notes S.00 Structural Details C1.00 Site Plan DESIGNE MEMBE AMEICAN INSTITUTE 60 US 27 S. SEBING FL (86) All ights eserved DESIGN PAAMETES: BASIC WIND SPEED: (Table ) V ultimate 10 mph, V basic 116 mph V ultimate 10 mph, V basic 108 mph V ultimate 18 mph, V basic 107 mph ISK CATEGOY: CATEGOY I CATEGOY III CATEGOY II CATEGOY IV OCCUPANCY CLASSIFICATION: GOUP A - ASSEMBLY GOUP B - BUSINESS GOUP D - DAY CAE CENTE GOUP E - EDUCATIONAL GOUP F - FACTOY 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 EPOSUE 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 APPOVED METAL OOF idge Height APPOVED METAL OOF 12 Top of Bearing 12 Top of Window 6'-8" 2" Decoritive Overhang See Detail POJECT 22'- 1/2" 20'-9 /" 2" Decoritive Overhang See Detail HADI LAP SIDING Top of Floor Joist Top of Bearing Top of Bearing Top of Window HADI LAP SIDING HADI LAP SIDING Main Flr 10'-8" Main Flr FINISH GADE FINISH GADE FONT ELEVATION MASONY WALLS: SCALE: 1/" 1' CONCETE MASONY UNITS (CMU) SHALL BE HOLLOW UNIT MASONY IN ACCODANCE WITH ASTM C-90 AND SHALL HAVE A MINIMUM F'M OF 1,00 P.S.I. MOTA SHALL CONFOM TO ASTM C-270 AND SHALL BE EITHE TYPE M O S. CONTACTO Top of Window EINFOCING STEEL SHALL BE GADE 0 MINIMUM AND IDENTIFIED IN ACCODANCE WITH ASTM A-61. LAP SPLICES, WHEE EQUIED, SHALL BE A MINIMUM OF 2" FO # EBA, 0" FO #6 EBA & " FO #7 EBA. GOUT FO THE POUED CELLS AND LINTELS SHALL HAVE A MAIMUM COUSE AGGEGATE SIZE OF /8", PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPESSIVE STENGTH OF 2,00 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 ECEEDS FEET IN HEIGHT. ETEIO 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.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 ETEIO 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. 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: EA ELEVATION THE FOLLOWING SHALL BE CONSIDEED SPECIFIC HAZADOUS LOCATION FO THE PUPOSES OF GLAZING: SCALE: /16" 1' (1) GLAZING IN SWINGING DOOS, FIED 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 WALL ENCLOSING THESE COMPATMENTS WHEE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE DAIN INLET. LEFT ELEVATION SCALE: /16" 1' MEMBE 7/16 C.D.. O OSB (2-M-W ATING) W/ H-CLIPS OVE PE-ENGINEEED O.C. (MIN.) 2 x BLOCKING W/ (2) 2" DIAMETE SCEEN VENT IN EACH 22" SECTION (Typ) 1/" DECOATIVE BEAD BOAD All ights eserved TOP COD PE-ENGINEEED TUSS DESIGNE (D) ONE O MOE WALKING SUFACES WITHIN 6 INCHES HOIZONTALLY OF THE PLANE OF THE GLAZING. (C) TOP EDGE GEATE THAN 6 INCHES ABOVE THE FLOO. 1 (86) (B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOO. AMEICAN INSTITUTE (A) EPOSED AEA OF AN INDIVIDUAL PANE GEATE THAN 9 SQ. FT. () GLAZING IN AN INDIVIDUAL FIED O OPEABLE PANEL, OTHE THAN THOSE LOCATIONS DESCIBED IN ITEMS (2) AND () ABOVE. THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 60 US 27 S. SEBING FL. 876 () GLAZING IN AN INDIVIDUAL FIED 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. DECOATIVE O.H. HADI LAP SIDING DECOITIVE OVEHANG EVE DETAIL SCALE: 1" 1'-0" A2.00 IGHT ELEVATION SCALE: /16" 1'

3 6 1'-10" 068 7'-10" ESS " '-" MASONY WALLS: '-2" 6'-" / SH CONCETE MASONY UNITS (CMU) SHALL BE HOLLOW UNIT MASONY IN ACCODANCE WITH ASTM C-90 AND SHALL HAVE A MINIMUM F'M OF 1,00 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-61. LAP SPLICES, WHEE EQUIED, SHALL BE A MINIMUM OF 2" FO # EBA, 0" FO #6 EBA & " FO #7 EBA. GOUT FO THE POUED CELLS AND LINTELS SHALL HAVE A MAIMUM COUSE AGGEGATE SIZE OF /8", PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPESSIVE STENGTH OF 2,00 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 ECEEDS FEET IN HEIGHT. ETEIO 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.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 ETEIO 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. 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. TIMBE MATEIALS - STUCTUAL- : ALL TIMBE MATEIALS SHALL BE AS FOLLOWS: '-10" 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 DN '-2" GAME OOM 1'-" 26SH 1 '-10" '-" / / SH 2680 '-2" 27'-0 1/2" FLOO PLAN GAME M SCALE: /16" 1' 1 2 '-0" '-6" 2'- 1/2" '-7 1/2" 21'-8" 9'-0" '-8" 11'-9 1/2" '-0" Secure 2" x 12" Beam To CMU Wall. See Beam Hanger Detail Sheet S.00 " x " Load Bearing Post. See Post to Beam & Post To Slab Detail on Sheet S.00 For Fastening. (2) 2" x 12" (#2 Yellow Pine) Beam w/ 1/2" Plywood Spacer. See Beam Nailing Pattern Detail Sheet S.00. '-6" / / '-" '-1" 8'-8" 7'-" W.I.C '-9" LIN CAB 8'-6" MASTE BDM tray 11'-0" 1'-0 1/2" ATTIC ACCESS '-" FG 228 TEMP 1'-9 1/2" '-0" MASTE BATH POCH /-1.62 SHOWE ENCLOSUE TEMPEED GLASS SHOWE WALLS STONE FINISH / / '-8" '-6" 2'-6" +26.6/ '-1" LINEN KNEE SPACE '-8" 2070SH 1'-10 1/2" 6'-6" '-6" 11'-0" 6" GAS FIEPLACE 8'- 1/2" 1 POOL 16' 2' 11'-2" STUDY TOP OF / '-8" / See Column Detail Sheet S '-8" 21'-8" Precast Header w/ (1) # ebar Poured Min. 000 psi Concrete LANAI I 1'-2 1/2" / Precast Header w/ (1) # ebar Poured Min. 000 psi Concrete 22'-7 1/2" LIVING tray / SH 8'-10" 6'-6" '-8" " STEP DWN 80 w/ 16" TANSOM 1'-8" 1 '-0" HOOD VENTED THU ATTIC TO OUTSIDE PE SECTION FBC MECHANICAL FOYE +26.7/ /-2.17 " STEP DWN 2070SH ENTY (2) 2" x 12" (#2 Yellow Pine) Beam w/ 1/2" Plywood Spacer. See Beam Nailing Pattern Detail Sheet S.00. " x " Load Bearing Post. See Post to Beam & Post To Slab Detail on Sheet S.00 For Fastening. 1 '-" '-0" 070 '-8" '-10" 8'-10" 8'-" '-" / /-0.7 '-2" +26.6/ '-2 7/8" COOKTOP DBL WALL OVEN '- 1/2" '- 1/2" '-0" 6'-0 /8" 1 BEAKFAST D/W 680 '-10" DECOATIVE BEAM 120" AFF /-29.6 DINING /-28.6 Precast Header w/ (1) # ebar Poured Min. 000 psi Concrete 1'-8" 2070SH '-8 /8" '-7" '-8 1/2" '- 1/2" 9'-10" 2'-6" Min. 1/2" Drywall Ceiling Board equired Throughout All Ceilings (Typ) step TOP OF /-1.2 K ICE MAKE PELLET SLICES ISLAND EF P 1 11'-10" '-0" 12'-6" Precast Header w/ (1) # ebar Poured Min. 000 psi Concrete 080 LANAI II '-8" L 9'-" 228F '-0" '-" 2'-6" 1'-10 1/2" 10'- 1/2" SUMME KIT " STEP DWN 7'-8 1/2" /-2.17 POCH 268 '-" 17'-10" '-8" '-6" '-10" '-7" BEDM # 2'-1" B # /-0.71 '-" 9'-0" BEDM #2 1'-6" 6'-6" B # " STEP DWN SHOWE ENCLOSUE TEMPEED GLASS H.B. 6'-" UP 1'-9" 7'-9" / /-1.62 ' Shower Dr Tempered Glass / / '-" 20SH OBS/TEMP /-2.17 ESS " 20SH OBS/TEMP OFFICE " STEP DWN /-1.62 (2) 200SH '-6" '-0" / '-10" 20SH OBS/TEMP GAAGE / /-2.17 '- 1/2" 10'-6" '-0" 6'-8 1/2" 2'-1" 1'-0 1/2" '-" 6'-1 1/2" '-7" 10'-11 1/2" 7'-9" '- 1/2" '- 1/2" 7'-9" 6'-8" 2'-6" 12'-2" 2'-8 1/2" 2 6'-9" 19'-7" GAL WATE HEATE (2) 200SH 8'-10" 7'-9" 0'-" / / / / / Precast Header w/ (1) # ebar Poured Min. 000 psi Concrete 22'-0 1/2" / '-2" 11'-2" (2) 200SH / '-2" Precast Header w/ (1) # ebar Poured Min. 000 psi Concrete / '-" 19'-" '-" '-" 91'-8" 1 2 CONTACTO DESIGNE MEMBE AMEICAN INSTITUTE POJECT 60 US 27 S. SEBING FL (86) All ights eserved ETEIO 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. ETEIO 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 WOOD SHEAWALL SEGMENTS TO FOUNDATION WITH A SIMPSON "HTT" TENSION TIE AT EACH END OF WALL SEGMENTS AND AT ANY WALL SEGMENT INTESECTION ( CONES). ANCHO TUSSES AS FOLLOWS: OOF S OF 720# 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. SAFETY GLAZING: THE FOLLOWING SHALL BE CONSIDEED SPECIFIC HAZADOUS LOCATION FO THE PUPOSES OF GLAZING: (1) GLAZING IN SWINGING DOOS, FIED 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 WALL ENCLOSING THESE COMPATMENTS WHEE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE DAIN INLET. () GLAZING IN AN INDIVIDUAL FIED 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 FIED O OPEABLE PANEL, OTHE THAN THOSE LOCATIONS DESCIBED IN ITEMS (2) AND () ABOVE. THAT MEETS ALL OF THE FOLLOWING CONDITIONS: (A) EPOSED AEA OF AN INDIVIDUAL PANE GEATE THAN 9 SQ. FT. (B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOO. 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 APPOIMATE AEAS WITH NO AEA GEATE THAN 00 SQ. FT. ATTIC ACCESS: 97'-" ATTIC SPACES SHALL BE POVIDED WITH AN INTEIO ACCESS OPENING NOT LESS THAN 226 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. ACCESS IS NOT EQUIED WHEN THE CLEA HEIGHT OF THE ATTIC SPACE, MEASUED AT THE OOF PEAK, IS LESS THAN 2 INCHES. - ALL ETEIO WALL ACT AS SHEA WALL SEGMENTS - ALL OPENINGS WILL BE POVIDED WITH A PE-CAST HEADE STSTEM (TYP) FLOO PLAN SCALE: /16" 1' A.00 (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.

4 POJECT POOL 16' 2' DN D/W UP MEMBE AMEICAN INSTITUTE DESIGNE 60 US 27 S. SEBING FL (86) All ights eserved CONTACTO FUNITUE PLAN SCALE: /16" 1' A.00

5 TO DOWN STAIS SWITCH ELECTICAL: ELECTICAL MATEIALS AND INSTALLATION SHALL COMPLY WITH APPLICABLE PEVISIONS OF THE 2010 NATIONAL ELECTICAL (NFPA 70), LOCAL S, AND THE LOCAL POWE COMPANY. IN ACCODANCE WITH THE 2010 FLOIDA, 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 EQUIES THAT A CABON MONOIDE 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 ; ELECTICAL SYSTEM SHALL BE DESIGNED BY THE ESPECTIVE CONTACTOS TO MEET ALL APPLICABLE S. THE ELECTICAL SYSTEM DAWN HEEON IS BASED UPON A DESIGN POVIDED BY THE OWNE TO ADDESS HIS/HE EQUIEMENTS. POOL 16' 2' SUMME KIT POOL EQUIPMENT DN EP SUB-PANEL 120/20V 10 amp UG POJECT ALL ELECTICAL OUTLETS IN BATHOOMS, KITCHEN (WITHIN 6 FEET OF SINKS), GAAGE AND AT ETEIO LOCATIONS SHALL BE WIED INTO A GOUND-FAULT INTEUPTE "" CICUIT. SD ALL ELECTICAL OUTLETS AT ETEIO LOCATIONS W/ NO OOF COVE SHALL BE WIED INTO A GOUND- FAULT INTEUPTE "" CICUIT AND HAVE A "BUBBLE COVE" OVE ECEPTACLE. ALL ELECTICAL OUTLETS SHALL BE WIED INTO AN AC-FAULT INTEUPTE "AFI" CICUIT. ELECTIC SYMBOLS CONTACTO Duplex eceptacle 220 V Wall Outlet Single Pole Switch Three-Way Switch SD CD WO DW CW CT H G.D.O. 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 Garage Door Opener eceptacle Four-way Switch Ceiling Mounted Light Fixture Wall Mounted Light Fixture ecessed Can Light Fixture Attic Light w/ Switch Fluorescent Exhaust Fan Ceiling Fan w/ Light ATTIC ACCESS 6" GAS FIEPLACE H COOKTOP DW D/W ISLAND CABON / SMOKE DETECTO EF CO/SD SD Door Bell Phone Outlet SD CO/SD CABON / SMOKE DETECTO DBL WALL OVEN ELELCTICAL METE SD Outlet Smoke Detector Chandelier LINEN CO/SD CABON / SMOKE DETECTO UP 80 GAL WATE HEATE EP SUB-PANEL 120/20V 200 amp UG EP 120/20V 200 amp UG CO/SD 200A PANEL 200 AMP PANEL FED WITH /0 CO. Smoke & Carbon Monoxide Detector 12 MIN 22 MA GOUND OD ELECTICAL ISE DIAGAM OVEHEAD SEVICE 12 MIN / 22 MA UNDEGOUND METE HUB SUPPLIED BY POWE COMPANY UNDEGOUND CONDUIT TO ELECTIC COMPANY FEEDE LINE. CONDUIT SUPPLIED BY POPETY OWNE KNEE SPACE CD CW LIGHT FAN TO UP STAIS SWITCH GDO GDO DESIGNE MEMBE AMEICAN INSTITUTE 60 US 27 S. SEBING FL (86) All ights eserved ELECTICAL PLAN SCALE /16" 1' E1.00

6 LIN D/W ' LOT 2, OUTLAW IDGE, AS ED IN PLAT BOOK 9, PAGES 7 THOUGH 88, INCLUSIVE, OF THE PUBLIC ECODS OF PASCO COUNTY, FLOIDA. 20'-0" I CETIFY THIS PLAT TO COECTLY EPESENT THE SUVEY OF THE LANDS SHOWN AND DESCIBED HEEON, AND MEETS O ECEEDS THE MINIMUM STANDAD EQUIEMENTS OF CHAPTE J-17 FLOIDA ADMINISTATIVE. A. GENE COPELAND, P.L.S. No.291 This is to certify that I have consulted the Federal Insurance Administration Flood Hazard Boundary Map, Community No , Panel No. 020E, Effective Date 11/18/81, and found the subject property is in Zone "". (evised 9/0/92.) PASCO 19 JOB NO COPELAND AND SONS, INC. CKD J.B.C. 6'-9 9/16" 81'-0" w/ 16" TANSOM ' Shower Dr '-9 1/8" 1'-1 7/8" DATE 9/0/12 C. OF P. J.B.C. DWG. P.C. 1- Aluminum Contractor To Provide Engineered Drawings For All Aluminum Construction tray 11'-0" POOL 16' 2' 1 tray 1 DECOATIVE BEAM BOTTO 120" AFF step Tempered Glas s CAB SHOWE ENCLOSUE TEMPEED GLASS SHOWE ENCLOSUE TEMPEED GLASS (2) 2" x 12" (#2 Yellow Pine) Beam w/ 1/2" Plywood Spa cer. See Beam Nailing Pattern Detail Shee t S.00. eference Attic Access Notes on Sheet For equirements " Ste p Down Full H eight Wall Top Of Knee 1-1/2" A.F.F. aised Ba r / Secure 2" x 12" Beam To CMU Wall. See Beam Hanger Detail Sheet S. 00 " x " Load Bear ing Post. See Post to Beam & Post To Slab Detail on Sheet S.00 For Fastening. - ALL ETEIO WALL ACT AS SHEA WALL SEGMENTS - ALL OPENINGS WILL BE POVIDED WITH A PE-CAST HEADE STSTEM (TYP) Shelf And od Ste p 0'-0" 0'-0" ATTIC STOAGE TUSSES Use Simpson ECCLL For Corner, Using (2) /8" ø Fasteners To Beam And (2) /8 " ø Fasteners To Post 2 ply 1 ¾" x 16" (1.9E) LVL Beam. (Typ) Secure 2 ply 1 ¾" x 16" (1.9E) LVL Beam to Concrete Block wall w/ Si mpson HU10 Using (18) 1/ " x 2-/" Titen In Wal l And (10) 10d Into Beam. (or equiv. For 1810# uplift) (Typ. 2 pcs.) 2 ply 1 ¾" x 16" (1.9E) LVL Beam Int erior Load Bearing Wall See "Bearing Partition" Detail on Sheet of Min. 1/2" Drywall Ceiling Board equired Throughout All Ceilings (Typ) See Garage Door Header Detail Sheet of See Win/Door Header Detail Sheet of ess " Aluminum Contractor To Provide Engineered Drawings For All Aluminum Construction Precast Header w/ (1) # eb ar Poure d Min. 000 psi Conc rete Precast Header w/ (1) # eb ar Poure d Min. 000 psi Conc rete TOP OF See Column Detail Sheet S. 00 Min. 1/2" Drywall Ceiling Board equired Throughout All Ceilings (Typ) Precast Header w/ (1 ) # eb ar Poure d Min. 000 psi Concrete Precast Header w/ (1 ) # eb ar Poure d Min. 000 psi Concrete " STEP DWN " STEP DWN (2) 2" x 12" (#2 Yellow Pine) Beam w/ 1/2" Plywood Spa cer. See Beam Nailing Pattern Detail Shee t S.00. " x " Load Bear ing Post. See Post to Beam & Post To Slab Detail on Sheet S.00 For Fastening. Precast Header w/ (1 ) # eb ar Poure d Min. 000 psi Concrete TOP OF " STEP DWN " STEP DWN " STEP DWN SHOWE WALLS STONE FINISH HOOD V ENTED THU ATTIC TO OUTSI DE PE SECTION FBC MECHANI CAL ICE MAKE PELLET SLICES 1' Precast Header w/ (1) # eb ar Poure d Min. 000 psi Conc rete 1' 100' 12' BOUNDAY SUVEY MEIDIAN BASED ON THE NOTHELY BOUNDAY OF LOT 2 AS BEAING N %%D21'26"W (PLAT). SCALE 1" 0' NOTES: 1. Copeland & Sons, Inc. and or certifying surveyor accept no FCI /8" LB. No responsibility for right of way, easement restrictions or other matters effecting title to land surveyed other than those recited in current deed and or instruments of record furnished by client and or their agents. 2. Underground Encroachments, if any, %%UNOT%%U located.. Elevations based on Mean Sea Level (N.G.V.D., 1929) N%%d21'26''W ' and refer to Florida Department of Transportation Ehren oad Circuit Benchmark No. 29; Elevation 79.0'.. Unless it bears the signature and original raised seal of a Florida Licensed Surveyor and Mapper this drawing, sketch, plat or map is for informational purposes only and is not valid.. Occupation other than shown not measured. 6. Prior to construction and /or reliance on flood zone note, the building department should be contacted for verification of flood zone. UNPLATTED LAND DAINAGE EASEMENT 22' ASPHALT PAVEMENT BOOK NO. PAGE NO. HIDEOUT TAIL CENTE LINE OADWAY INGESS/EGESS, UTILITY & DAINAGE EASEMENT N%%d8'''E 1.00' TO W/C 00 LAND O'LAKES BLVD. LAND O'LAKES, FLA. 69 PHONE: (81)99-9 FA L.B. No.6900 N%%d8'''E 12.00' TO W/C 1.20' CETIFIED TO: DEEK CHALK & STEFANIE CHALK ' WIE FENCE.00' O/A 0.80' LOT 2 LOT 26 LOT 2 FCI /8" LB. No WITNESS CONE NO CONE FOUND IMPACTICAL TO SET N%%d21'26''W ' "TACT A" LAKE (VACANT) FCI /8" LB. No ' O/A.'.' 16.' 16.' 2.0' ELECTIC BO VEIZON TELECOMMUNICATIONS STEET LIGHT TANSFOME EDGE OF PAVEMENT PASCO COUNTY DEPATMENT DETEMINES FLOOD FO THE PUPOSE OF CONSTUCTION. EDGE OF PAVEMENT 2.0' 7.8 (VACANT) SPKN NO ID No. POPETY ADDESS: 227 HIDEOUT TAIL LAND O LAKES, FLOIDA 69 20' DAINAGE EASEMENT ' 10.90' 10' DAINAGE EASEMENT S%%d0'9''E 126.' S6%%d20'''E.18' FCI /8" LB. No WITNESS CONE 21.01' 11.99' S6%%d9'9''E 20.7' APPOIMATE WATES EDGE 9/0/12 NO CONE FOUND DESCIPTION: IMPACTICAL TO SET (VACANT) 0.70' F. S. I.P. I.. C.M. C. N. & D. P.K.N...S (P) (F) (D) () P.O.B. TBM E.P. O.H.W. P.C.P. P..M. W/C O/A LEGEND SPKN NO ID No. TBM ELEVATION 7.1' Found Set Iron Pipe Iron od Concrete Monument Cap Nail & disk P.K. Nail ailroad Spike Plat Dimension Field Measurement Deed Information adial Line Utility Pole Fire Hydrant Water Meter Point of Beginning Temporary Bench Mark Edge of Pavement Overhead Wire Permanent Control Point Permanent eference Monument Witness Corner Over All Existing Elevations SWALE TBM ELEVATION 7.9' SWALE 7.8 WOOD ETAINING WALL BOAT SLIP WOOD WOOD DOCK WOOD STEPS STEPS COVEED WOOD DECK WOOD STEPS SWALE WOOD ETAINING WALL FONT VIEW 7. TOP 7.1 SLOT 7.1 TOP 7.6 SLOT 7.9 TOP 7. TOP 7.7 DETAIL CONTOL STUCTUE CONTOL GOUND STUCTUE SEE DETAIL IGHT 10'-" 8" 7'-" 6'-8" AMEICAN INSTITUTE CONTACTO POPOSED SITE PLAN SECTION DETAIL 2 POJECT MEMBE DESIGNE 60 US 27 S. SEBING FL (86) All ights eserved SCALE: 1" 0' SCALE: 1/" 1' SECTION DETAIL 1 SCALE: 1/" 1' C1.00

7 SOIL TEMITE TEATMENT: INITIAL SOIL POISONING TEATMENT SHALL BE DONE AFTE ALL ECAVATION, BACKFILLING & COMPACTION AE COMPLETE (PE FBC ). 97'-" ANY SOIL DISTUBED AFTE THE INITIAL TEATMENT SHALL BE E-TEATED (INCLUDING ANY BOED O FOMED AEA) - (PE FBC ). BOED 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 ). 6 1'-6" 21'-8" 0'-" 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 ). '-6" 8'-6" '-6" 21'-8" 7'-10" '-6" 26'-10" ALL S 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. THIS SHALL INCLUDE ALL GADE STAKES, TUB TAP BOES, FOM, SHOING AND ANY OTHE CELLULOSE CONTAINING MATEIALS. (PE FBC 20.1.) NO WOOD, VEGETATION, STUMPS, CADBOAD, TASH, ETC. SHALL BE BUIED WITHIN 1 OF ANY O POPOSED (PE FBC 20.1.). ANY CONCETE OVE POU, MOTA O STUCCO MATEIALS ALONG THE FOUNDATION PEIMETE MUST BE EMOVED PIO TO ETEIO SOIL TEATMENT (PE FBC ). ETEIO SOIL TEATMENT MUST BE APPLIED UNDE ALL ETEIO CONCETE O GADE WITHIN 12 INCHES OF THE STUCTUE SIDE WALL (PE FBC ). AN ETEIO 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 SIDEWALL (PE FBC 10..). CONDENSATE AND OOF DOWNSPOUTS SHALL DISCHAGE AT LEAST 12 INCHES AWAY FOM THE SIDEWALLS (PE FBC 10..). THE DISTANCE FOM THE ETEIO WALL COVEING (ECEPTIONS; PAINT AND DECOATIVE CEMENTITIOUS FINISHES LESS THAN /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 DEPATMENT BY A LICENSED PEST CONTOL COMPANY BEFOE A "CETIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CETIFICATE SHALL STATE (PE FBC ): "THE 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 ). 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: SITE SHALL BE SCAPED TO EMOVE ALL OGANIC MATEIALS WITHIN THE AEA. ANY ADDITIONAL FILL PLACED ON THE 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 2,00 P.S.I. EINFOCING STEEL SHALL BE GADE 0 MINIMUM AND IDENTIFIED IN ACCODANCE WITH ASTM A-61. LAP SPLICES, WHEE EQUIED, SHALL BE A MINIMUM OF 2" FO # EBA, 0" FO #6 EBA & " FO #7 EBA. PLANS AE ENGINEEED FO A MAIMUM STEMWALL HEIGHT OF COUSES (AFTE FINAL SITE GADING). THE CONTACTO O OWNE SHALL DETEMINE THE EACT 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 INSPECTOS USE, O ALL POPETY MAKES SHALL BE EPOSED AND A STING STETCHED FOM MAKE TO MAKE TO VEIFY THE EQUIED SETBACKS. * " CONCETE SLAB * WIE MESH O FIBE MESH * 6 MILL VAPO BAIE W/ TAPED JOINTS * SOIL POISON FO TEMITES * 16" 16" CONCETE FOOTINGS * 2 - # STEEL CONTINIOUS * 2 - # L-BAS WITH 2" LEGS AT ALL CONES. * 1 - # DOWL OD FOM FOOTING TO LINTEL AT ALL CONES. * 1 - # VETICAL DOWL OD PE STEEL PLACEMENT PLAN. * OPENINGS GEATE THAN 6' 6" SHALL HAVE 2 # STEEL VETICALS * MIN. 200 P.S.I. 28 DAYS * CLEAN COMPACTED FILL DIT * SOIL IN 12" LIFTS, COMPACTED TO 9% OF MODIFITIED POCTO FOOTE DETAIL #1 SCALE: 1/2" 1' (2) # EBA CONT. 16" MIN. 16" DOP SLAB AS PE FOUNDATION PLAN FOOTE DETAIL #2 SCALE: 1/2" 1' 12" 16" MIN. 86'-8" 6'-2" '-0" '-6" 18'-" 6'-9 1/2" 28'-2 1/2" 2'-9 1/" '-6 1/2" SEE FOOTE DETAIL #1 2'-7 1/16" (1) # Vertical 6' on center (max) in filled cell (typ.) 11'-11 1/16" 1'-9" 7'-9 1/2" 1'-8" '-6" 17'-2" 18'-8" SEE FOOTE DETAIL #1 FINISH FLOO MINUS " All Exterior Walls act as Shear Wall Segments " concrete slab w/ 66 10/10 w.w.m. on chairs or fiber mesh w/ 6 mill visqueen over clean, poison treated, well compacted fill. Soil compacted to 2,000 9% modified proctor. emove all organic matter and other unsutable material from under slab. SEE FOOTE DETAIL #1 11'-0" '-0" '-0" 8'-1" FINISH FLOO 0.00 SEE FOOTE DETAIL #2 FINISH FLOO MINUS " SEE FOOTE DETAIL #2 2'-6" 21'-9 /8" 16'- 1/" 9'-8" '-8" 1 11'-10" 19'-0" 16'-" 26'-" 9'-11" 1'-1" 1'-10" FINISH FLOO MINUS " 21'-11 /8" 10'-11 1/2" '-0" SEE FOOTE DETAIL #1 (1) # Vertical 6' on center (max) in filled cell (typ.) '-" 6'-6 1/2" 2'-1 1/2" 1'-7 1/2" '-2 /8" 2'- 1/2" 1'-9" 8" 8'-8 1/2" 2'-" '-9" '-7" 8'-11 1/2" 2'-" SEE FOOTE DETAIL # SEE FOOTE DETAIL #1 10'-10" '- 1/" '-10 1/2" '-10 1/2" '-" 8'-7" FINISH FLOO MINUS " (1) # Vertical 6' on center (max) in filled cell (typ.) 0'-" SEE FOOTE DETAIL #2 22'-9" 19'-" 19'-7" 6'-9" 2 '-" '-" 86'-8" CONTACTO DESIGNE MEMBE AMEICAN INSTITUTE POJECT 60 US 27 S. SEBING FL (86) All ights eserved 1'-9 1/2" 1'-10 1/2" 2 1 (2) # EBA CONT. 16" MIN. FOOTE DETAIL # " SCALE: 1/2" 1' " 12" DOP SLAB AS PE FOUNDATION PLAN MIN '-" FOUNDATION PLAN SCALE: /16" 1' (1) # EBA CONT. 6" FOOTE DETAIL # SCALE: 1/2" 1' S1.00

8 9'-6 1/2" 6'-6 1/2" 6'- /8" 6'- 1/" 1'-0" 12'-7 1/2" 6'-10" '-8" 2'-1 1/2" 20'-10" 1'-8" 10'-" '-2" 17'-8" 18'-" 1'-0" 1 1'-0" 1'-0" 1'-8" 18'-7" 1'-7" 12'-1" 8'-9" '-" 1'-0" 12'-2 1/2" 8'-6" 2'- 1/2" 20'-10" 17'-6" 8'-9" '-7" '-1" 7'-1" 1'-10 1/2" 18'-2 1/2" 22'-7 1/2" 2'-11 1/2" '-" 2'-6" 11'- 1/2" 6'-10 1/2" '-6 1/2" 18'-2" 17'-6" '-2" '-9 1/2" 12'-8 /" 12'-0 /" 2'- 7/8" 1'-9" POJECT '-2 1/2" 10 1/2" '-0 1/2" 0'-8 1/2" '-11 1/2" 0'-7 1/2" 0'-1 1/2" 18'-1 1/2" 16'- 1/2" 1'-6 7/16" 10'-6" '-10" '-0" MEMBE AMEICAN INSTITUTE DESIGNE 60 US 27 S. SEBING FL (86) All ights eserved CONTACTO STEEL PLACEMENT SCALE: /16" 1' S2.00

9 PODUCT SIMPSON "HETA20" DESCIPTION TUSS ANCHO MATEIAL GAUGE 16 DIMENSION LENGTH 20" FASTENES 10d 1 1/2" L1 L CMU CONSTUCTION: UNLESS OTHEWISE NOTED, TUSS WILL EQUIE A SIMPSON HETA20 WAPED OVE TUSS. NAIL 9-10D 1 ½. TYPICAL BOTH ENDS OF TUSS. 1810# USE (2) STAPS FO THE FOLLOWING S: (1) PLY TUSS - 20# (2) PLY TUSS - 200# USE SIMPSON "MGT" HEAVY GIDE TIEDOWN FO S UP TO,96# USE SIMPSON "HGT-" HEAVY GIDE TIEDOWN FO S UP TO 10,0# USE SIMPSON "HGT-" HEAVY GIDE TIEDOWN FO S UP TO 9,20# DN TUSS TO BLOCK DETAIL HETA20 Simpson Strong-Tie USE (1) SIMPSON "FGT" FACE MOUNT GIDE TIEDOWN FO S UP TO,000 LBS. WITH (2) 1/2" " TITEN HD FASTENES O EQUIV. POJECT USE (2) SIMPSON "FGT" FACE MOUNT GIDE TIEDOWNS FO S UP TO 9,00 LBS. WITH () 1/2" " TITEN HD FASTENES O EQUIV. T HALF 16'0'' KDVS FGT Simpson Strong-Tie USE USP "USC" GIDE TIE CONNECTO FO S UP TO 6,170 LBS. WITH (2) /" " EPANSION BOLTS. USE USP "USC" GIDE TIE CONNECTO FO S FOM 6,171 TO 11,10 LBS. WITH () /" " EPANSION BOLTS. MGT Simpson Strong-Tie HGT- Simpson Strong-Tie Install Titen HD's in every other hole on the part " MIN. PE-ENGINEEED OOF 2" O.C. UNLESS NOTED OTHEWISE, EACH TUSS WILL EQUIE A SIMPSON HETA20 VEIFY ALL TIE EQUIEMENTS FO AND EACTIONS WITH TUSS MANUFACTUE ENGINEEING tray 11'-0" 1 GIDE TUSS TO BLOCK DETAIL GIDE TUSSES WILL EQUIE (2) SIMPSON HETA20 TUSS STAPS TUSSES IN CLOUDED AEA WILL EQUIE SIMPSON LTS12 TUSS STAPS ALL FASTENES TO BE INSTALLED PE MANUFACTUES SPECS CONTACTO D/W tray UP step 28 FLOO JOIST BY OTHES TOP OF TOP OF 12'0'' KDVS TUSS LAYOUT SCALE: /16" 1' '0'' LONG 27/8'' DEEP LVL BEAMS EACH SIDE DESIGNE 60 US 27 S. SEBING FL (86) All ights eserved 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 ETEIO AND INTEIO LOAD BEAING STUDS SHALL BE #2 YELLOW PINE (O BETTE). ALL OTHE STUDS SHALL BE "STUD GADE" SPUCE. 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 - APPOVED METAL OOF SUB-FASCIA- N/A WIND - 10 MPH EPOSUE - C PODUCT DESCIPTION FASTENES HEADE TUSS PODUCT SIMPSON "MTSM20" DESCIPTION HUICANE STAP FASTENES CMU TUSS () ¼" 2¼" Titen 7-10d x 1-1/2" 860 BIDS EYE VIEW SCALE: 1" 10' MEMBE AMEICAN INSTITUTE 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. ETEIO 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. SIMPSON "LTS12" HUICANE STAP 6-10d x 1-1/2" 6-10d x 1-1/2" 720 ANCHO WOOD SHEAWALL SEGMENTS TO FOUNDATION WITH A SIMPSON "HTT" TENSION TIE AT EACH END OF WALL SEGMENTS AND AT ANY WALL SEGMENT INTESECTION ( CONES). ANCHO TUSSES AS FOLLOWS: OOF S OF 720# 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. TUSS TO BEAM DETAIL ALTENATE TUSS TO CMU S.00

10 ELECTICAL, PLUMBING & MECHANICAL: ELECTICAL MATEIALS AND INSTALLATION SHALL COMPLY WITH APPLICABLE PEVISIONS OF THE 2008 NATIONAL ELECTICAL (NFPA 70), LOCAL S, AND THE LOCAL POWE COMPANY. SOIL TEMITE TEATMENT: INITIAL SOIL POISONING TEATMENT SHALL BE DONE AFTE ALL ECAVATION, BACKFILLING & COMPACTION AE COMPLETE (PE FBC ). HANDAIL WITH CICULA COSS SECTION DIAMETE BETWEEN 1¼" TO 1½", O POVIDE COSS SECTION OF EQUIVALENT GASPABILITY PEFOMANCE TOTAL STAI UN MINIMUM TEAD (NOT INCLUDING NOSING) 10" WIDE 1" NOSING /" PLYWOOD FLOOING IN ACCODANCE WITH THE 2010 FLOIDA, 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 EQUIES THAT A CABON MONOIDE 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 ; ELECTICAL, PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE ESPECTIVE CONTACTOS TO MEET ALL APPLICABLE S. 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 ETEIO LOCATIONS SHALL BE WIED INTO A GOUND-FAULT INTEUPTE "" CICUIT. ALL ELECTICAL OUTLETS AT ETEIO LOCATIONS W/ NO OOF COVE SHALL BE WIED INTO A GOUND- FAULT INTEUPTE "" CICUIT AND HAVE A "BUBBLE COVE" OVE ECEPTACLE. ALL ELECTICAL OUTLETS SHALL BE WIED INTO AN AC-FAULT INTEUPTE "AFI" CICUIT. 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. ANY SOIL DISTUBED AFTE THE INITIAL TEATMENT SHALL BE E-TEATED (INCLUDING ANY BOED O FOMED AEA) - (PE FBC ). BOED 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 S 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. THIS SHALL INCLUDE ALL GADE STAKES, TUB TAP BOES, FOM, SHOING AND ANY OTHE CELLULOSE CONTAINING MATEIALS. (PE FBC 20.1.) NO WOOD, VEGETATION, STUMPS, CADBOAD, TASH, ETC. SHALL BE BUIED WITHIN 1 OF ANY O POPOSED (PE FBC 20.1.). ANY CONCETE OVE POU, MOTA O STUCCO MATEIALS ALONG THE FOUNDATION PEIMETE MUST BE EMOVED PIO TO ETEIO SOIL TEATMENT (PE FBC ). ETEIO SOIL TEATMENT MUST BE APPLIED UNDE ALL ETEIO CONCETE O GADE WITHIN 12 INCHES OF THE STUCTUE SIDE WALL (PE FBC ). AN ETEIO 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 ) 2" x 2" PICKETS 2" x " TOP AIL 2" x " BOT. AIL LESS THAN " CLEA 2" USE ALL GALVANIZED NAILS O SCEWS AND P.T. LUMBE (AT ETEIO AILINGS). ESIDENTIAL GUADAIL DETAIL SCALE: 1/2" 1'-0" 6" (" AT STAIWAYS) TOTAL STAI UN MAIMUM ISE HEIGHT 7 /" HIGH TOP OF HANDAIL " TO 8" ABOVE EDGE OF TEAD /" PLYWOOD ISE 2"12" TEAD w/ 1" NOSING 2" " P.T. KICK PLATE 7-1/" ISE TYPICAL ESIDENTIAL STAI SECTION FLOO TUSS 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. MA. O EQUIVALENT CONNECT CAIAGE TO LEDGE w/ (2) 10d TOE-NAILED COMMONS STAGGEED EACH SIDE CONNECT PLYWOOD ISE TO TEAD w/ () 8d NAILS 2" x 12" CAIAGE AT SIDES AND INTEIO STINGES (CUT FOM 2" x 12") SPACED AT 16 INCHES ON CENTE POJECT FOUNDATIONS & SLAB-ON-GADE: SITE SHALL BE SCAPED TO EMOVE ALL OGANIC MATEIALS WITHIN THE AEA. IIGATION/SPINKLES SYSTEMS INCLUDING ALL ISES AND SPAY HEADS SHALL NOT BE INSTALLED WITH 12 INCHES OF THE SIDEWALL (PE FBC 10..). STAIWAY NOTES: ANY ADDITIONAL FILL PLACED ON THE PAD AEA, SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPOT A 2,000 P.S.F. FOUNDATION LOADING. CONDENSATE AND OOF DOWNSPOUTS SHALL DISCHAGE AT LEAST 12 INCHES AWAY FOM THE SIDEWALLS (PE FBC 10..). ISES AND TEADS: 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 2,00 P.S.I. EINFOCING STEEL SHALL BE GADE 0 MINIMUM AND IDENTIFIED IN ACCODANCE WITH ASTM A-61. LAP SPLICES, WHEE EQUIED, SHALL BE A MINIMUM OF 2" FO # EBA, 0" FO #6 EBA & " FO #7 EBA. PLANS AE ENGINEEED FO A MAIMUM STEMWALL HEIGHT OF COUSES (AFTE FINAL SITE GADING). THE CONTACTO O OWNE SHALL DETEMINE THE EACT 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 INSPECTOS USE, O ALL POPETY MAKES SHALL BE EPOSED AND A STING STETCHED FOM MAKE TO MAKE TO VEIFY THE EQUIED SETBACKS. 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 1,00 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-61. LAP SPLICES, WHEE EQUIED, SHALL BE A MINIMUM OF 2" FO # EBA, 0" FO #6 EBA & " FO #7 EBA. GOUT FO THE POUED CELLS AND LINTELS SHALL HAVE A MAIMUM COUSE AGGEGATE SIZE OF /8", PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPESSIVE STENGTH OF 2,00 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 ECEEDS FEET IN HEIGHT. THE DISTANCE FOM THE ETEIO WALL COVEING (ECEPTIONS; PAINT AND DECOATIVE CEMENTITIOUS FINISHES LESS THAN /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 DEPATMENT BY A LICENSED PEST CONTOL COMPANY BEFOE A "CETIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CETIFICATE SHALL STATE (PE FBC ): "THE 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. ETEIO 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.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 ETEIO 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. IDGE C.L. 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 END JOINTS FO SHEATHING SHALL BE STAGGEED AND OCCU OVE A FAMING MEMBE. OOF SHEATHING NAILING SCALE: 1/" 1'-0" OOF EDGE 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 ECEED 7 / INCHES, AND TEADS (ECLUSIVE 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. CONTACTO 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). ALL MULLIONS AND ADJACENT DOO/WINDOW ASSEMBLIES SHALL BE TESTED O ENGINEEED TO TANSFE 1. 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. ' A TUSSES BELOW SHEATHED PIO TO VALLEY FAMING INSTALLATION. 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 SAFETY GLAZING: 8' ETEIO 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. ETEIO 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 WOOD SHEAWALL SEGMENTS TO FOUNDATION WITH A SIMPSON "HTT" TENSION TIE AT EACH END OF WALL SEGMENTS AND AT ANY WALL SEGMENT INTESECTION ( CONES). ANCHO TUSSES AS FOLLOWS: OOF S OF 720# 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. THE FOLLOWING SHALL BE CONSIDEED SPECIFIC HAZADOUS LOCATION FO THE PUPOSES OF GLAZING: (1) GLAZING IN SWINGING DOOS, FIED 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 WALL ENCLOSING THESE COMPATMENTS WHEE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE DAIN INLET. () GLAZING IN AN INDIVIDUAL FIED 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 FIED O OPEABLE PANEL, OTHE THAN THOSE LOCATIONS DESCIBED IN ITEMS (2) AND () ABOVE. THAT MEETS ALL OF THE FOLLOWING CONDITIONS: (A) EPOSED 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. Pre-Engineered Truss (2) 2" x 12" #2 Y.P. Beam w/ 7/16" OSB sandwiched between " Load Bearing Post Simpson ACE or LCE See fastening detail on sheet S.00 16' 2" " NAILES (TYP.) 12' 2" 8" IDGE BOAD CONT. 2" " SIMPSON "H" HU. 8" O.C. TYP. 28' - 0" MA. A END NOT EPOSED TO WIND 2" 8" (#2 YELLOW PINE) IDGE BOAD 2"" VETICAL 8" O.C. (MA) CONN. W/ -16D TOP & USP "T" O SIMPSON "H" HUICANE CLIP AT BOTTOM. 2" 6" (#2 YELLOW PINE) VALLEY FAMING (TYP.) COMMON TUSS 2"6" (#2 YELLOW PINE) 2" O.C. SIMPSON "H" HU. EACH END DESIGNE MEMBE AMEICAN INSTITUTE 60 US 27 S. SEBING FL (86) All ights eserved OOF VALLEY DETAIL NOT-TO-SCALE 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 APPOIMATE AEAS WITH NO AEA GEATE THAN 00 SQ. FT. Decorative Column " Load Bearing Post Simpson ABE6 See fastening detail on sheet S.00 2" 8" IDGE BOAD SIMPSON H FAMING ANCHO TYP. OOF SHEATHING ATTIC ACCESS: ATTIC SPACES SHALL BE POVIDED WITH AN INTEIO ACCESS OPENING NOT LESS THAN 226 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. ACCESS IS NOT EQUIED WHEN THE CLEA HEIGHT OF THE ATTIC SPACE, MEASUED AT THE OOF PEAK, IS LESS THAN 2 INCHES. LOAD BEAING COLUMN DETAIL SCALE: 1/2" 1' '-" '-" '-" '-" VET. SCAB BEVEL CUST TYP. CONT. 2" " NAILE TYP. (2-16D NAILS PE TUSS) SIMPSON "H" HU. 8" O.C. TYP. SECTION "A" - "A" - 16D TOE IDGE BOAD END S.00

11 12 SEE ELEVATION 2" " WEB BLOCKS NAILED IN BETWEEN WEBS WITH (2) - 16d NAILS AT EACH END 8d ING SHANK NAILS AT O.C. Top of Bearing 8" x 8" x 16" Lintel Block (1) # Cont. Cont Poured 000 PSi (min) APPOVED MEDAL OOF 1# OOFING FELT (MIN.) INSTALLATION PE MANUFACTUES SPECIFICATIONS 1/2" C.D.. PLYWOOD O 7/16" OSB (2-M-W ATING) W/ H-CLIPS OVE PE-ENGINEEED O.C. (MIN.) Nail oof Sheathing With 8d " O/C along All Edges, Valleys And Gable Ends, Space 8d 12" O/C In Field BACKNAIL W/ (2)-16d NAILS (TYPICAL) 8d ING SHANK NAILS AT O.C. PESUE TEATED 2" 8" W/ EAVE DIP Top of Window 8" CMU 8" Precast Lintel (1) # ebar if span greater than Cont Poured 000 PSi (min) SINGLE COUSE OF KNOCK-OUT BLOCK POUED SOLID & EINFOCED WITH (1) - # EBA CONT. (PLACE (1) - # L- BA W/ 2" LEGS AT ALL CONES). LINTELS TO BE PE-CAST SEE ELEVATION SIMPSON "HETA20" TUSS STAP ALUMINUM DIP EDGE 2" 6" FASCIA & SOFFIT 26 Gauge Metal oof Anchored Per Manufactors Specifitions 1# Felt Paper MIN. Pearling equired w/ 7/16" Sheathing 1" x " O.C. & Nailed To Truss w/ 2-12d Nails 2" " ANGLED BACING AT 8" O.C. ALONG GABLE END NAIL ENDS TO 2" " BLOCKING W/ (6) - 16d NAILS AT EACH END NAIL TO 2" " WEB BLOCKING WITH (2) -16d TOE NAILS. DEGEES MAIMUM 12" MA. 1/2" PLYWOOD O 7/16" O.S.B. (2-M-W) ATING NAILED WITH 8D NAILS SPAVED AT 6" O.C. ALONG EDGES AND 12" O.C. IN THE FIELD "L" BACE TO ETEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) POJECT IF DOWN CELLS AE SPACE GEATE THAN O.C. (TYP.) DOUBLE COUSE KNOCK-OUT BEAM IS EQUIED. IF DOWN CELLS AE SPACE GEATE THAN O.C. (TYP.) DOUBLE COUSE KNOCK-OUT BEAM IS EQUIED. 8" MASONY WALL WITH # EBAS IN FILLED CELLS STEEL LOCATION PE STEEL PLACEMENT PLAN INTEIO CMU WALL FINISH SHALL BE 1/2" DYWALL OVE INSULATION BOAD OVE 1" P.T. FUING STIPS AT 16" O.C. CEILING SHALL BE /8" DYWALL O 1/2" CEILING GADE DYWALL WITH -0 INSULATION. INTEIO FAME WALL FINISH 2" x " STUDS 16" O.C. w/ 1/2" DYWALL EACH SIDE HADI LAP SIDING PAINTED (2) COATS ETEIO GADE PAINT HADI LAP SIDING PAINTED (2) COATS ETEIO GADE PAINT # EBAS IN FILLED CELLS (LAP 2" MIN.) Top Chord Of Pre - Engineered 2" O.C. METAL OOF ATTACHMENT SCALE: 1/2" 1' 7/16" OSB (2-M-W ating) Or /8" C.D.. Plywood oof Sheathing STUD SPACING 16" 2" NO L- BACING (1) 2"" L- BACING (2) 2"" L- BACING 2" 6" PT. PLATE WITH 1/2" 8" LONG J-BOLTS AT EVEY 2" O.C. (2) 2"6" L- BACING 0'-0" TO '-" '-" TO TO TO 1 0'-0" TO '-0" '-0" TO TO TO GABLE END SECTION MA 12" OVEHANG FLAT CEILING SCALE: /" 1'-0" "STEPPED DOWN" GABLE END TUSS ATTACH BOTTOM CHOD OF TUSS TO 2" 6" PLATE WITH 16d 6" O.C. 2" " NAILE ATTACH TO TUSS BOTTOM CHOD & P.T. PLATE WITH -16d NAILS AT EACH END FINISHED FLOO * " CONCETE SLAB * WIE MESH O FIBE MESH * 6 MILL VAPO BAIE W/ TAPED JOINTS * SOIL POISON FO TEMITES * 16" 16" CONCETE FOOTINGS * 2 - # STEEL CONTINIOUS * 2 - # L-BAS WITH 2" LEGS AT ALL CONES. * 1 - # DOWL OD FOM FOOTING TO LINTEL AT ALL CONES. * 1 - # VETICAL DOWL OD PE STEEL PLACEMENT PLAN. * OPENINGS GEATE THAN 6' 6" SHALL HAVE 2 # STEEL VETICALS * MIN. 200 P.S.I. 28 DAYS * CLEAN COMPACTED FILL DIT * SOIL IN 12" LIFTS COMPACTED TO 9% OF MODIFITIED POCTO APPOIMATE GADE 12" (MIN) FINISHED FLOO " CONCETE SLAB EINFOCED W/ 66-10/10 W.W.F. O FIBEMESH OVE A 6 MIL. VAPO BAIE ON TEMITE POISONED & COMPACTED SOIL. APPOIMATE GADE 10TH COUSE 6" LINTEL ATTACH WINDOW & DOO FAMES TO BLOCK WALL WITH TAPCON SCEWS SPACED AT WINDOW/DOO MANUFACTUE'S SPECS (TAPCONS MUST PENETATE THOUGH BUCKSTIPS & INTO BLOCK 1 1/" MINIMUM) LINTEL CONTACTO TYPICAL WALL SECTION SCALE: 1/2" 1'-0" STEMWALL STEMWALL HEIGHT TO BE DETEMINED PE THE OWNE & CONTACTO TO FIT THE SITE (MAIMUM EPOSED COUSE IN HEIGHT - IF MOE THAN COUSE AE NEEDED - CONTACT ENGINEE PIO TO FOUNDATION POU). 10" DEEP 16" WIDE FOOTING WITH (2) -# EBA CONT. (PLACE (2) - # L-BAS WITH 2" LEGS AT ALL CONES). 12" (MIN) 7TH COUSE 2" 6" JAMB PESSUE TEATED /" P.T. BUCKSTAP ATTACHED TO BLOCK WITH 0.097" 1 /8 T-NAILS SPACED AT 10" O.C. MAIMUM MASONY BLOCK OPTIONAL STEM WALL DETAIL SCALE: 1/2" 1'-0" TH COUSE PE-CAST SILL MASONY BLOCK 1ST COUSE 1/2" 8" J-BOLTS W/ 2" WASHES (TYP.) WINDOW BUCKSTIP DETAIL SCALE: /8" 1'-0" DOO BUCKSTIP DETAIL SCALE: /8" 1'-0" 8" (7.62" ACTUAL) LINTEL LOAD CHAT (16" DEEP SECTION) CLEA SPAN 1'-6" CONCETE U-LINTEL 987 PLF (UNFILLED) GAAGE DOO JAMB WINDOWS & DOOS MUST BE INSTALLED SUCH THAT THE MAIMUM GAP INBETWEEN THE FAME AND BUCKSTIP IS 1/"; IF THICKE BUCKSTAP MATEIAL IS NEEDED IP IT FOM 1 1/2" MATEIAL & ATTACH TO BLOCK WITH /16" TAPCONS AT 8" O.C. (TAPCON MUST PENETATE BLOCK 1 1/' MINIMUM) 2'-2" PLF (UNFILLED) 16" DEEP MIN '-2" 2777 PLF (UNFILLED) 22 PLF (UNFILLED) CONCETE U-LINTEL '-0" '-6" '-2" 18 PLF (UNFILLED) 162 PLF (UNFILLED) 279 PLF ** PODUCT SIMPSON "MBHA.6/11.2" DIMENSIONS H W 11 1/" 9/16" NOMAL MA " (7.62" ACTUAL) CONCETE U- LINTEL SECTION CONCETE LINTEL SECTION 16" DEEP MIN FOM & POU CONCETE LINTEL 6'-2" 9'-2" 10'-8" 11'-2" 1 1'-" '-8" 20'-0" PLF ** 1987 PLF ** 172 PLF ** 189 PLF ** 1 PLF ** 1277 PLF ** 1200 PLF ** 1109 PLF ** 10 PLF ** 198 PLF ** P 127 PLF ** P 112 PLF ** P 1016 PLF ** P 977 PLF ** P 876 PLF ** P 789 PLF ** P /" 9" J-BOLT O /" 9" AWL "POWE" STUD /" x 9" AWL "POWE" STUD INSIDE CONNECTO (NOT SHOWN) BEAM HANGE DETAIL SIMPSON "SP" AT TOP OF EVEY VETICAL STUD & SIMPSON "SPH" AT BOTTOM OF STUDS. 2x KNEEWALL HOLD BACK /" TO ALLOW FO SHEATHING, LATH AND STUCCO SECUE P.T. PLATE W/ 1/2" 8" J-BOLTS O 1/2" 7" ED HEAD HEADS W/ 2" 2" O.C. TYPICAL KNEE WALL DETAIL SIMPSON "LTS12" HUICANE STAP AT EVEY TUSS DOUBLE (#2 YELLOW PINE) TOP PLATE #2 SPUCE 16" O.C. CMU "U" BLOCK POU 000 PSI CONCETE (1) # CONT CMU STUB TUSS TO ALLOW PLACEMENT OF 2x KNEEWALL SIMPSON "HETA 20" AT EVEY TUSS DESIGNE 60 US 27 S. SEBING FL (86) All ights eserved ** -- DENOTES # EBA CONT. PLACED IN BOTTOM COUSE AND 16" DEEP BEAM POUED SOLID WITH 2,00 PSI CONCETE. ** P -- DENOTES PE-STESSED U-LINTEL WITH # EBA CONT. PLACED IN BOTTOM COUSE & 16" DEEP BEAM POUED SOLID WITH 2,00 PSI CONCETE. MEMBE AMEICAN INSTITUTE POST LENGTH 9'-0" '-0" POST SUPPOT TABLE POST SIZE 1/2" 1/2" 1/2" 1/" 1/2" 7" 1/" 1/" 1/" 7" 7" 7" FLOO OOF & FLOO FLOO OOF & FLOO FLOO OOF & FLOO FLOO OOF & FLOO FLOO OOF & FLOO FLOO OOF & FLOO 7,270# 7,716# 10,90# 11,7# 1,9# 1,2# 26,6# 29,6#,0# 9,20# 6,11# 6,1# 9,17# 9,662# 12,21# 12,88# 2,8# 2,61# 1,12#,17#,20#,9# 7,80# 8,17# 10,07# 10,897# 20,667# 22,00# 27,6# 29,7#,88#,0#,827# 6,00# 7,770# 8,067# 16,166# 17,180# 21,# 22,907#,00#,099#,0#,69# 6,00# 6,199# 12,89# 1,66# 17,190# 18,088#,168# 6,76# 10,8# 10,92# 1,977# 1,60# 28,98# 0,12# 8,67# 9,01# 11,6# 12,018# 2,027# 2,6# 7,286# 7,0# 9,71# 10,0# 20,81# 21,8# 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 16d Nails (Typ) Max Span For (2) 2" x 12" w/ 1/2" Plywood Center is PODUCT DESCIPTION FASTENES SIMPSON "AC" POST CAP x 16-16d /" 8" J-BOLT O /" 8" AWL "POWE" STUD PODUCT SIMPSON "ABU" BEAING BEAM TO POST DETAIL DESCIPTION POST ANCHO x FASTENES 12-16d BEAING 666 N/A 10 WOOD POST TO SLAB DETAIL 2200 LCE PODUCT POST BEAM SIMPSON "LCE" 10-16d 1-16d /8" 8" J-BOLT O /8" 8" AWL "POWE" STUD PODUCT SIMPSON "ABE6" BEAM TO POST DETAIL DESCIPTION POST ANCHO x6 FASTENES 8-16d 98 MITEED CONE 810 WOOD POST TO SLAB DETAIL S ,68# 18,1# POSTS SHALL BE (1.8E) PAALLAM PSL MATEIALS MANUFACTUED BY TUSSJOIST MACMILLAN (O EQUAL). 1,# 1,9#