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HomeMy WebLinkAbout719 Oak Ave 13-1348; NSFHAS—BUILT 1st FLOOR PLAN SCALE: 1/4" = V-0" AS—BUILT 2nd FLOOR PLAN SCALE: 1/4" _ V-0" SANFORD BUILDING DEPT. PLANS ARE REVIEWED ANO GC�PIDL"fIONAL-I-Y IT. A PERMIT ISSUED SHALL THESE P -CO PROCEED WITPL ACCEPTED FOR Pc -RM TO BE A LICENSE VIO!-THS CONSTRUED NOT AS AUTI-C)-CY YG OF THE yjORK AND OR SET ASIDE A(J' sHALL O Al r TYP 'CF-GI-INICAt_- COIL EF No JiLFJI IC1 ONS Or t; ; PF:EV c�I C ' `, co Dr P'._tt, _.? Cl A ` Tl ,1 , r \li: 1.) CODE : THE 2010 FLORIDA BUILDING RESIDENTIAL BUILDINGS CODE THE 2008 NATIONAL ELECTRICAL CODE, 2010 FLORIDA PLUMBING CODE 2010 FLORIDA MECHANICAL CODE 2.) NOT USED PE MIT # 3.) NOT USED 4.)WOOD: 4.1 WOOD FRAMING STRUCTURAL MEMBERS, #2 SOUTHERN YELLOW PINE (UNLESS NOTED OTHERWISE) 4.2 ALL EXPOSED WOOD IN CONTACT WITH EARTH SHALL USE #2 -.40 PRESSURE TREATED WOOD AND ALL WOOD IN CONTACT WITH CONCRETE AND/OR C.M.U. BLOCK WALL SHALL USE #2 -.25 PRESSURE TREATED WOOD. 4.3 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTRACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDE AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, 1995 EDITION AND HIB 91 (IF APPLICABLE). 1. DESIGN PER 2010 FLORIDA BUILDING CODE RESIDENTIAL 2008 NATION ELECTRICAL CODE, 2010 FLORIDA BUILDING CODE MECHANICAL, 2010 FLORIDA PLUMBING CODE 2. WIND LOAD = "V" = 139 M.P.H. 3. WIND EXPOSURE: (B) 4. MEAN ROOF HEIGHT = 15', COEFFICIENT =1.00 5. RISK FACTOR II, ENCLOSED WINDOW DESIGN WIND PRESSURES= ENTRY DOORS= ALL SIZES: POSTIVE PRESSURES OF 31.6 P.S.F. ALL SIZES: POSTIVE PRESSURES OF 37.0 P.S.F. NEGATIVE PRESSURES OF 39.8 P.S.F. NEGATIVE PRESSURES OF 44.0 P.S.F. ALLEN ARTHUR ARCHITECT LIC. # AR0002831 301 N. Fem Creek Ave. Orlando, Florida 32803 PHONE: 407-896-6711 FAX: 407-896-3770 [a-] Fel [a-] k, ui u z w rM V J \ �w Li 01 Z U) X ui 0 �__ Z) 0 ZW lc �aLL o0 000 z Cl) LL LLJ (:7)a �C/) REVISIONS: DRAWN: PROJECT NO: 20-12 DATE: 04-01-13 ISSUED FOR: CHECKED:AEA F'%Cd �rn F , EXISTING /{000 5SH 61- 1' 411 4'-8" o -V Q-- - PANTRY r-®®® SINKOP O \ —h 0 0 ,. w 1MASTER BATH I I z r — — — — — — — 1 9'-U" CLO I (� I ®i I ISLAND BY OTHERS I L -------J 1 W WINDOW TO FRAMED IN MASTER SUITE 9 -0 CLG 0 <V 4"x6" P.T. POST W/ "SIMPSON" AC6 POST CAF EXISTING BRICK PIER C? co 1? 60 DINING ROOM 9'-0" CLG 2 4"x6" P.T. POST W/ "SIMPSON A-3 LEC4 POST CAP 1 TnII I A-3 II 3 1/2" x 11 1/2" "WEYERHAEUSER 3'-6" II -MICRO LVL" 1.9E CASED II"x6" P.T. POST W/ "SIMPSON II /'�AC6 POST CAP LIVING ROOM Ill 9 -0 CLG Q EXISTING CONCRETE STAIRS W/ METAL HAND RAILS TO REMAIN a24 21 V '-11" `^ 1 m v X \ W.H)) ILIMA �Avl FAMILY ROOM 9'-0" CLG O 3 L�. EXISTING CONCRETE STAIRS W/ METAL HAND RAILS TO REMAIN COVERED PORCH 9'-0- CLG 31/2" x 9 1/2" "WEYERHAEUSER = T i MICROLLAM LVL" 1.9E CASEco I.j l\uf ' 0 .T.W. 12"X8" /Vl'X611 P.T. POST "X6" P.T. POST I EXISTING EXTERIOR AND INTERIOR WALLS F_ PROPOSED INTERIOR WOOD PARTITIONS V_•1 rr = r, -2" 71411 71-111 3 A-2 EXISTING CONCRETE STAIRS W/ METAL HAND RAILS TO REMAI /JST FLOOR RENOVATION PLAN SCALE: 1/4" = 1'-0" NOTE: 1. SMOKE DETECTORS SHALL BE PROVIDED IN ALL BEDROOMS, CONNECTED IN SERIES 2. ALL SMOKE DETECTORS SHALL HAVE BATTERY BACKUP POWER. 3. ALL SMOKE DETECTORS WITH DWELLING UNITS SHALL BE INTERCONNECTED SO THAT OPERATION OF ANY SMOKE DETECTOR CAUSES THE ALARM IN ALL SMOKE DETECTORS WITHIN THE DWELLING TO SOUND. L PROPOSED WINDOW PROFILES SCALE: N.T.S. cD z r�r^ of W C� z Ln X 5'-6" O EXISTING 2ND FLOOR RENOVATION PLAN SCALE: 1/4" = 1'-0" DOOR AND HARDWARE SCHEDULE AREA TABULATION EXISTING GIRDER 1 ST FLOOR LIVING AREA 1,492 S.F. "SIMPSON' LSTA 12 ON BOTH SIDE 2ND FLOOR LIVING AREA 1,070 S.F. FRONT PORCH UPPER PORCH TOTAL EXISTING REMOVE EXISTING WINDOW FOR NEW OPENING FOR COVERED PORCH 21-511 Lo flit I.D. UJ TYPE 2 A-2 FRAME HARDWARE LU in EXISTING BRICK PIER z cn O '-1"x 114'4' 24"x24 q T -0"x6'-8" 4 PANEL ri A-2 WOOD EXISTING EXISTING W/ FOUR LITES TOP 2 3'-0"x6'-8" 3 PANEL CONTRACTOR TO PROVIDE "HANDI-BLOCK" COMPOSITE () 3 CONCRETE PIER W/ "SIMPSON"ABU44 FRENCH II 9'-4" A B C D E G BASE POST W/ 4"X4" P.T. POST 4 10 3 PANELS FIBERGLASS COMPOSITE ABCDEG U) W.1. C. ' " ' " 3 PANELS FIBERGLASS 1) �II B F "x ' " 3 PANELS FIBERGLASS COMPOSITE B.G.F. 7 1 R/S 3 PANELS 0 <V 4"x6" P.T. POST W/ "SIMPSON" AC6 POST CAF EXISTING BRICK PIER C? co 1? 60 DINING ROOM 9'-0" CLG 2 4"x6" P.T. POST W/ "SIMPSON A-3 LEC4 POST CAP 1 TnII I A-3 II 3 1/2" x 11 1/2" "WEYERHAEUSER 3'-6" II -MICRO LVL" 1.9E CASED II"x6" P.T. POST W/ "SIMPSON II /'�AC6 POST CAP LIVING ROOM Ill 9 -0 CLG Q EXISTING CONCRETE STAIRS W/ METAL HAND RAILS TO REMAIN a24 21 V '-11" `^ 1 m v X \ W.H)) ILIMA �Avl FAMILY ROOM 9'-0" CLG O 3 L�. EXISTING CONCRETE STAIRS W/ METAL HAND RAILS TO REMAIN COVERED PORCH 9'-0- CLG 31/2" x 9 1/2" "WEYERHAEUSER = T i MICROLLAM LVL" 1.9E CASEco I.j l\uf ' 0 .T.W. 12"X8" /Vl'X611 P.T. POST "X6" P.T. POST I EXISTING EXTERIOR AND INTERIOR WALLS F_ PROPOSED INTERIOR WOOD PARTITIONS V_•1 rr = r, -2" 71411 71-111 3 A-2 EXISTING CONCRETE STAIRS W/ METAL HAND RAILS TO REMAI /JST FLOOR RENOVATION PLAN SCALE: 1/4" = 1'-0" NOTE: 1. SMOKE DETECTORS SHALL BE PROVIDED IN ALL BEDROOMS, CONNECTED IN SERIES 2. ALL SMOKE DETECTORS SHALL HAVE BATTERY BACKUP POWER. 3. ALL SMOKE DETECTORS WITH DWELLING UNITS SHALL BE INTERCONNECTED SO THAT OPERATION OF ANY SMOKE DETECTOR CAUSES THE ALARM IN ALL SMOKE DETECTORS WITHIN THE DWELLING TO SOUND. L PROPOSED WINDOW PROFILES SCALE: N.T.S. cD z r�r^ of W C� z Ln X 5'-6" O EXISTING 2ND FLOOR RENOVATION PLAN SCALE: 1/4" = 1'-0" DOOR AND HARDWARE SCHEDULE AREA TABULATION EXISTING GIRDER 1 ST FLOOR LIVING AREA 1,492 S.F. "SIMPSON' LSTA 12 ON BOTH SIDE 2ND FLOOR LIVING AREA 1,070 S.F. FRONT PORCH UPPER PORCH TOTAL EXISTING REMOVE EXISTING WINDOW FOR NEW OPENING FOR COVERED PORCH 21-511 Lo flit I.D. SIZE TYPE MATERIAL FRAME HARDWARE REMARKS in z cn O '-1"x 114'4' 1 T -0"x6'-8" 4 PANEL WOOD WOOD EXISTING EXISTING W/ FOUR LITES TOP 2 3'-0"x6'-8" 3 PANEL FIBERGLASS COMPOSITE EXISTING 3 f27 -6N6-8' FRENCH FIBERGLASS COMPOSITE A B C D E G �a� 4 2-6"x6'-8" 3 PANELS FIBERGLASS COMPOSITE ABCDEG TRANSOM 5 ' " ' " 3 PANELS FIBERGLASS COMPOSITE B F "x ' " 3 PANELS FIBERGLASS COMPOSITE B.G.F. 7 2'-0"x6'-8" 3 PANELS FIBERGLASS COMPOSITE B G F 8 1'4"A'-8" 3 PANELS FIBERGLASS COMPOSITE B G F 9 2'-0"x6'-8" 3 PANELS FIBERGLASS COMPOSITE B G F 10 T -0"x6'4" 3 PANELS FIBERGLASS COMPOSITE B G F 11 '- "x '- " 3 PANELS FIBERGLASS COMPOSITE B G F 12 2'-6"x6'-8" 3 PANELS FIBERGLASS COMPOSITE B G F 13 5'-0"x6'-8" 3 PANELS FIBERGLASS COMPOSITE H BI -FOLD 14 2'-6"x6'-8" 3 PANELS FIBERGLASS COMPOSITE B G F 15 2'-6"x6'-8" 3 PANELS FIBERGLASS COMPOSITE B F 16 2'-0`x6'-8" 3 PANELS FIBERGLASS COMPOSITE B G F 17 2'-0"x6'-8" 3 PANELS FIBERGLASS COMPOSITE B G F 18 2'-6"x6'-8" 3 PANELS FIBERGLASS COMPOSITE B G F 19 3'-0"x6'-8" FRENCH FIBERGLASS COMPOSITE A B C D E G 20 ' " '- " 3 PANELS FIBERGLASS COMPOSITE H BI -FOLD A 1 1/2 PAIR NON FERROUS BALL BEARING HINGES B LEVER HANDLE CYLINDRICAL LOCK SET C ALUMINUM THRESHOLD D PERIMETER WEATHER STRIPING E DEAD BOLT LOCK SET -THUMB TURN F 1 PAIR STEEL PLATED BALL BEARING HINGES G DOORSTOP H BI -FOLD TRACK, GUIDES, AND PULL WINDOW SCHEDULE 4"X4" P,T, POST 329 S.F. 103 S.F. "SIMPSON" ABU44 P.T BASE CONNECTOR "HANDI-BLOCK' 2,994 S.F. EXISTING GRADE _ _ EXTRA SUPPORT DETAIL 9CN E 3/4' — 1'-0' 112" GYP. BOARD ON SIZE 2 x STUDS 0 16" O.C. MATERIAL WBM 702 WOOD REMARKS HANDRAIL - 1 1/2" xA1_/4''MIN in z cn O '-1"x 114'4' Z ALUM 0 3 OVER 1 LITES W/ LOW- E INSULATED GLASS / 12" TRANSOM B T -1"x2"-2" a ALUM 0 T 3 OVER 1 LITES W/ LOW- E INSULATED GLASS X U) SECURE HANDRAIL TO WITHSTAND 2001 LBS. Z) HANDRAIL DETAIL n SCALE Y - 1'-(f L ' EXISTING GALV. V -CRAMP ROOF PF EXISTING ROOF JOI 3 1/2" x 91/2" MICROLLAM L 2 x B BLOCKING BETWEEN STUDS 2"x ROOF DECKING =4 POST DRNERS "SIMPSON " LSTA 12 STRAP ON BOTH SIDES OF P.T. POST EXISTING WOOD GIRDER EXISTING BRICK PIER "SIMPSON " MTSM 16 W/ "SIMPSON" ET EPDXY TIE FOR ATTACHING TO METAL STRAP TO EXISTING PIER @ EXISTING GRADE 4" X6" P.T. POST DETAIL @ PORCH I.D. SIZE TYPE MATERIAL FRAME REMARKS uj in U) ) A '-1"x 114'4' SINGLE HUNG ALUM ALUM 3 OVER 1 LITES W/ LOW- E INSULATED GLASS / 12" TRANSOM B T -1"x2"-2" SINGLE HUNG ALUM ALUM 3 OVER 1 LITES W/ LOW- E INSULATED GLASS X U) LLQ F Z) ALL EXISTING WINDOWS TO BE REPLACE WITH THE SAME SIZE WINDOW WITH 3 OVER 1 LITES W/ LOW -E INSULATED GLASS ALL OPERABLE WINDOWS SHALL HAVE SCREENS SCALE: 1/2" = V-0" v ALLEN ARTHUR ARCHITECT LIC. # AR0002831 301 N. Fem Creek Ave. Orlando, Florida 32803 PHONE: 407-896-6711 FAX: 407-896-3770 ®®® Lu U Q uj in U) ) LLJ O z U) X U) LLQ F Z) O Q w O �a� � Y O � . 0 z (1) LL Lu Z L ti (n REVISIONS: DRAWN: PROJECT NO: 20-12 DATE: 04-28-13 ISSUED FOR: CHECKED:AEA U) z Q LL a O LL Lu U) U) 0J Q O p2 LL1 PROVIDE 2"x4" STUDS @ 16" O.C. FOR GABLE END ATTCHED W/ SIMPSON H2.5AZ CLIPS @ EACH END 2"x4" STUDS @ 16" O.C. 12" PLYWOOD SHEATHING EXP.1 12'-0" I I I I I I CU 0 I � to 0 Of X I I I IN 2"x6" STUDS 16" O.C. IDE ROOF BAFFLE VENTS PROOF TRUSS @ 16" O.C. I I I I 112" SHEATHING D RING SHANKED PROVIDE "SIMPSON" I II II II 1/2" PLYWOOD SHEATHING EXP. 1 I II NAILS @ 12" O.C. H2.5AZ HURRICANE CLIPS I II II II I I� INTERMEDIATE I @ EACH ROOF JOIST 16" O.C. I II II I I II I 8D RING SHANKED '—SEE: LEDGER BOARD DETAIL [--EXISTING TWO STORY LOAD BEARING WALL ROOF FRAMING PLAN ® MASTER BATH SCALE l/4' - 1'-0' II II II D RING SHINKI II I NAILS @ 6" O.C. NAILS @ 12" O.C. I I I I I I AROUND EDGE INTERMEDIATE I II I I I 8D RING SHINK I — I� —I I— I �2"x6" P.T. FRAMED BOTTOM CHORD NAILS @ 4" O.C. AROUND EDGE NAILING PATTERNS (9 ROOF JOIST SHEATHING FASTENING DETAIL PROPOSED ROOF SIMPSON SP -1, SP -2 @ TOP AND BOTTOM OF ALL STUDS P.T. 2"x4" SILL SCALE: N.T.S. N.T.S. \—EXISTING\\__FULL LENGTH WOOD FLOOR WALL STUDS �SIMPSON LUS26 OPENING DETAIL (TYP . ) 2"x STUD FRAMED WALL @ 16" O.C----,_ TOP PLATE "REDHEADS" WEDGE ALLS 6"x1/2" @ EACH OPENING\ ---FULL LEI` AND @ 48" O.C.\\_—EXISTING CONCRETE BOND BEAM WALL ST FRAMING DETAIL @ 1ST MASTER BATH SCALE: 1/2" = V-0" "X4" DBL. TOP PLATE I . 41A� u Z �1,/ 11 2 2"x6" P.T. HEADERS I . (2) 2"x6" P.T. HEADERS SIMPSON LSTA 12 @ EACH STUD AN SIMPSON SP -1, SP -2 @ TOP AND BOTTOM OF ALL STUDS P.T. 2"x4" SILL SCALE: N.T.S. N.T.S. \—EXISTING\\__FULL LENGTH WOOD FLOOR WALL STUDS �SIMPSON LUS26 OPENING DETAIL (TYP . ) 2"x STUD FRAMED WALL @ 16" O.C----,_ TOP PLATE "REDHEADS" WEDGE ALLS 6"x1/2" @ EACH OPENING\ ---FULL LEI` AND @ 48" O.C.\\_—EXISTING CONCRETE BOND BEAM WALL ST FRAMING DETAIL @ 1ST MASTER BATH SCALE: 1/2" = V-0" "X4" DBL. TOP PLATE "REDHEADS" WEDGE ALLSULL LENGTH 6"x1/2" @ EACH OPENING AND @ 48" O.C.\\--EXISTING CONCRETE BOND BEAM WALL STUDS OPENING DETAILS 1ST FLOOR BATHROOM JOIST 330- DIA. x4' LAG BOLTS @ 32" O.C. I I LEDGER BOARD LEDGER CONNECTION 0 FRAMED WALL WAL. MPSON SP -1, SP -2 @ DP AND BOTTOM F ALL STUDS i"x4" SILL SIMPSON SPA, SP -2 @ TOP AND BOTTOM OF ALL STUDS P.T. 2"x4" SILL EXISTING FLOOR JOIST DOUBLE HEADER EXISTING 2"x4" STU CV SCALE: 1/40 - V-0' 9'-1" TO SECOND FLOOR 16 TREADS @ 10" & 15 RISERS @ 7.50" 10 _� SOLID RISERS` \\ (3) 2" x 12" STRINGER 4" CONCRETE SLAB EXISTING TWO STORY BALLOON FRAMED WALL OOD HANDRAIL 1" DRYWALL ofto itao_" 2x HARDWOOD TREAD 1" 1x WOOD RISER 10.5° NOSING (SEE PLAN) ' OAK TREAD & RISER FIRST STEP (TYP.) a I� w STAIR DETAIL 0 LOWER LANDING SCALE V – 1'-0' 1/2" SHEATHING--\ (3) 2x12 STRINGERS — 5/8" TYPE "x"" GYP. BOARD OVER 3x STRINGERS FINN. 2ND FLOOR 0 W-7" FILED VERIFY (3) 2x12 STRINGERS \ EXISTING FLOOR JOIST ALUM. BRACKETS @ 3611- 48" 0 r r CV INTERIOR STAIR DETAILS LOWER LEVEL SCALE 3/8" =1' 2"x6" LEDGER BOARD METAL ROOF OVER BASE SHEET, OVER 1/2" "SIMPSON" LUS26 HANGER SHEATHING, OVER 2"x6" RAFTER 2"x6" ROOF JOIST @ 16" O.C. 1� X1/2" DRYWALL 2"x6" LEDGER BOARD R-30 INSULATION 1/2" DRYWALL: R-11 INSULATI EXISTING SUB FLOOR OVER 2"x FLOOR JOIST BUILDING SECTION 0 MATER BATH SCALE: 1/2" – V-0" SIMPSON H.10 HURRICANE CLIPS @ EACH ROOF JOIST 16" O.C. (26 GAUAGE) METAL DRIP EDGE OVER 1x2 P.T. NAILER OVER 2x6 FASICA OVER 2x6 RAFTER TAILS nn�r nrnninin n ni nn 3 1/2" x 11 1/2" MICROLLAM LVL 4"x6" P.T. POST X7SIMPSON LU210 ®EACH END OF EACH 2"x12" P.T. STRINGER ATTACHED TO FLOOR TRUSSES 5/8" TYPE "x"" GYP. BOARD STAIR DETAIL 0 UPPER LANDING SCALE 1" - 1'-0" TING FLOOR JOIST LIPS OOF DIST v "SIMPSON" ABU44 BASE POST CONNECTOR 8"x8"x8" C.M.U. FILLED 2500 P.S.I CONCRETE #5 BENT BAR 0 EXISTING GRADE ia. O 24"X24"X12" CONCRETE FOOTER W/ (5) BAR EACH 21-011 WAY W/ 2500 P.S.I CONCRETE 4-"x6" P. T. POST DETAIL STAIRS SCALE: 1/2* _ 1'-0" I —2"x4" DBL. TOP PLATE W/ SIMPSON SP -2 STUD PLATE CONNECTOR @EACH STUD 16" O.C. 31/2" x 11 1/2" MICROLLAM LVL CONTRACTOR SHALL WOOD SIDING TO MATCH EXISTING HOUSE 4"x6" P.T. POST 1/2" PLYWOOD EXPA OVER 2"x4" STUDS @ 16" O.C. i— 2"x4" BOTTOM PLATE W/ (3) 2"x12" P.T. STRINGERS SON LU210 @ EACH END OF STRINGERS "SIMPSON" ABU44 BASE POST CONNECTOR 3"x114" EXTERIOR SCREWS 8"x8"x8" C.M.U. FILLED @ 32" O.C. 2500 P.S.I CONCRETE #5 BENT BAR 0 — EXISTING 2"x RIM BOARD EXISTING GRADE F.F. @ REAR = -7"+/- a. 0 24"X24"X12" CONCRETE _ FOOTER W/ (5) BAR EACH 21-011 EXISTING BOND BEAM WAY W/ 2500 P.S.I WNCRETE t STAIR H E) 22 SCALE: 1/2" = 1'-0" EXISTING CONCRETE FOOTER ALLEN ARTHUR ARCHITECT LIC. # AR0002831 301 N. Fem Creek Ave. Orlando, Florida 32803 PHONE: 407-896-6711 FAX: 407-896-3770 [a-] Fa Lu I . u Z i I . (2) 2"x6" P.T. HEADERS I. i i \\SIMPSON LSTA 12 @ EACH STUD Ali w froZ "REDHEADS" WEDGE ALLSULL LENGTH 6"x1/2" @ EACH OPENING AND @ 48" O.C.\\--EXISTING CONCRETE BOND BEAM WALL STUDS OPENING DETAILS 1ST FLOOR BATHROOM JOIST 330- DIA. x4' LAG BOLTS @ 32" O.C. I I LEDGER BOARD LEDGER CONNECTION 0 FRAMED WALL WAL. MPSON SP -1, SP -2 @ DP AND BOTTOM F ALL STUDS i"x4" SILL SIMPSON SPA, SP -2 @ TOP AND BOTTOM OF ALL STUDS P.T. 2"x4" SILL EXISTING FLOOR JOIST DOUBLE HEADER EXISTING 2"x4" STU CV SCALE: 1/40 - V-0' 9'-1" TO SECOND FLOOR 16 TREADS @ 10" & 15 RISERS @ 7.50" 10 _� SOLID RISERS` \\ (3) 2" x 12" STRINGER 4" CONCRETE SLAB EXISTING TWO STORY BALLOON FRAMED WALL OOD HANDRAIL 1" DRYWALL ofto itao_" 2x HARDWOOD TREAD 1" 1x WOOD RISER 10.5° NOSING (SEE PLAN) ' OAK TREAD & RISER FIRST STEP (TYP.) a I� w STAIR DETAIL 0 LOWER LANDING SCALE V – 1'-0' 1/2" SHEATHING--\ (3) 2x12 STRINGERS — 5/8" TYPE "x"" GYP. BOARD OVER 3x STRINGERS FINN. 2ND FLOOR 0 W-7" FILED VERIFY (3) 2x12 STRINGERS \ EXISTING FLOOR JOIST ALUM. BRACKETS @ 3611- 48" 0 r r CV INTERIOR STAIR DETAILS LOWER LEVEL SCALE 3/8" =1' 2"x6" LEDGER BOARD METAL ROOF OVER BASE SHEET, OVER 1/2" "SIMPSON" LUS26 HANGER SHEATHING, OVER 2"x6" RAFTER 2"x6" ROOF JOIST @ 16" O.C. 1� X1/2" DRYWALL 2"x6" LEDGER BOARD R-30 INSULATION 1/2" DRYWALL: R-11 INSULATI EXISTING SUB FLOOR OVER 2"x FLOOR JOIST BUILDING SECTION 0 MATER BATH SCALE: 1/2" – V-0" SIMPSON H.10 HURRICANE CLIPS @ EACH ROOF JOIST 16" O.C. (26 GAUAGE) METAL DRIP EDGE OVER 1x2 P.T. NAILER OVER 2x6 FASICA OVER 2x6 RAFTER TAILS nn�r nrnninin n ni nn 3 1/2" x 11 1/2" MICROLLAM LVL 4"x6" P.T. POST X7SIMPSON LU210 ®EACH END OF EACH 2"x12" P.T. STRINGER ATTACHED TO FLOOR TRUSSES 5/8" TYPE "x"" GYP. BOARD STAIR DETAIL 0 UPPER LANDING SCALE 1" - 1'-0" TING FLOOR JOIST LIPS OOF DIST v "SIMPSON" ABU44 BASE POST CONNECTOR 8"x8"x8" C.M.U. FILLED 2500 P.S.I CONCRETE #5 BENT BAR 0 EXISTING GRADE ia. O 24"X24"X12" CONCRETE FOOTER W/ (5) BAR EACH 21-011 WAY W/ 2500 P.S.I CONCRETE 4-"x6" P. T. POST DETAIL STAIRS SCALE: 1/2* _ 1'-0" I —2"x4" DBL. TOP PLATE W/ SIMPSON SP -2 STUD PLATE CONNECTOR @EACH STUD 16" O.C. 31/2" x 11 1/2" MICROLLAM LVL CONTRACTOR SHALL WOOD SIDING TO MATCH EXISTING HOUSE 4"x6" P.T. POST 1/2" PLYWOOD EXPA OVER 2"x4" STUDS @ 16" O.C. i— 2"x4" BOTTOM PLATE W/ (3) 2"x12" P.T. STRINGERS SON LU210 @ EACH END OF STRINGERS "SIMPSON" ABU44 BASE POST CONNECTOR 3"x114" EXTERIOR SCREWS 8"x8"x8" C.M.U. FILLED @ 32" O.C. 2500 P.S.I CONCRETE #5 BENT BAR 0 — EXISTING 2"x RIM BOARD EXISTING GRADE F.F. @ REAR = -7"+/- a. 0 24"X24"X12" CONCRETE _ FOOTER W/ (5) BAR EACH 21-011 EXISTING BOND BEAM WAY W/ 2500 P.S.I WNCRETE t STAIR H E) 22 SCALE: 1/2" = 1'-0" EXISTING CONCRETE FOOTER ALLEN ARTHUR ARCHITECT LIC. # AR0002831 301 N. Fem Creek Ave. Orlando, Florida 32803 PHONE: 407-896-6711 FAX: 407-896-3770 [a-] Fa Lu I . u Z uj I . I. i i U) w froZ r® C!) >G W 0w F_ ::) Z W 0 w 0 Y 000 Z Cn w Z Q Imo- to REVISIONS: DRAWN: PROJECT NO: 20-12 DATE: 04-28-13 ISSUED FOR: CHECKED:AEA A- 3/5 I . t. I . I. i i EXISTING METAL TO REN PATCH OR REP ROOF BEARING 18'-6" 2ND FLOOR WINDOW HE FINISH 2ND FLOOR a) 9' - FLOOR JOIST BERING @ _1ST FLOOR WINDOWS/ D( EXISTING SIDING TO REMAI 40 FINISH 1ST FLOOR C _FINISH GRADE PROVIDE NEW WOOD ROOF BEARING (a) 18'-6" 2ND FLOOR WINDOW HEADER HT.a FINISH 2ND FLOOR 4 9'-7" FLOOR JOIST BERING an. 9'-0" IST FLOOR WINDOWS/ DOOR HEAD=r EXISTING SIDING TO FINISH 1ST FLOOR (Q 0'-0"_ _ _FINISH GRADE 01-24" VVI nMPIL) rvliLlPlU i v r«Iviruly :-:Ps VV/ r1AIVU KAILIP40 I V KCIVIAIN SCALE: 1/4" = l'-0" W/ HAND RAILING TO REMAIN REAR ELEVATION SCALE: 1/4" = 1'-0" 4"x4" POST TRIM "TRX" STANDARD SPINDLES 1 3/8"x1 3/8" ALUMN. "U" CHANNEL 4'-0"-5'-0'I 411 /--1 3/8" SPINDLES 41/2" O.C. C? Z-) 4"x4" POST ' NOTE: "TRX" BOTTOM RAIL MOUNT ALL HANDRAILS OR RAILING SHALL "TREX" OR "AZEK" SMOOTH SURFACED AND PAINTED RAILING DETAIL NO VINYL/ OR PLASTIC SCALE: 3/4" - 1'-0" "TRX" ALUMN. TOP RAIL "T" CHANNEL RAILING SUPPORT DETAIL SCALE 3/4" - 1'-0' "TRX" TOP RAIL "T" CHANNEL "TRX" RAIL ALUMN "TRX" STANDARD A REINFORCEMENT SPINDLES 1 3/8"x1 3/8" TOP RAIL DETAIL SCALE: 1 1/2' - 1'-0" 4"A P.T. POST 3/4" FURRING 1" TRIM "AZAK" 4"x6" P.T. POST DETAIL SCALE: 1" — V-0" Q1" ALLEN ARTHUR ARCHITECT LIC. # AR0002831 301 N. Fem Creek Ave. Orlando, Florida 32803 PHONE: 407-896-6711 FAX: 407-896-3770 Fa -1 Fel [-a] W z W U) �W�/ L_L V Z U) X W ® E'— Lu :D (D Lu 0 PZ- aLL 000 =(/) LL W Q _ I`- cn REVISIONS: DRAWN: PROJECT NO: 20-12 DATE: 04-28-13 ISSUED FOR: CHECKED:AEA U) Z 0 Q W W A-4/51 ROOF BEARING P, 18' 6"_ _ 2ND FLOOR WINDOW HEADER Hl FINISH 2ND FLOOR 0 9'-7" FLOOR JOIST BERING 0� 9'-0'_ 18T FLOOR WINDOWS/ DOOR HEAT FINISH IST FLOOR ft 0'-0" _ _FINISH GRADE (a), -24" _ PROVIDE NFW WOOD LATTIC vvi mumu MMILINU IV rcr—imrwv N I ( _ M I t LL V/-\ [\ I I U I\ I uW nNlvu KHlulvh IV t'CCIVIHIIv SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SHALL REMOVE EXISTING CUT OPENING DOWN TO FLOOR CH SITTING AREA iUARD RAIL _ROOF BEARING a_18'-6" COR WINDOW HEADER HT.@ 16'-2" _ FINISH 2ND FLOOR (a. 9'-7" FLOOR JOIST BERING (a, 9'-0" INDOWS/ DOOR HEADER HT. A 6'-8" FINISH 1ST FLOOR (@- '_ FINISH GRADE all -24" 6 ONCRETE STEPS VV/ h ANU KAILING TO REMAIN 61) ALLEN ARTHUR ARCHITECT LIC. # AR0002831 301 N. Fem Creek Ave. Orlando, Florida 32803 PHONE: 407-896-6711 FAX: 407-896-3770 Fal [—el [a-] W i i I, i is z W _® U) w �� V z_ X ui w ®_ W ry O H QO LL 000 Z Cn H W a Of ti (i) REVISIONS: DRAWN: PROJECT NO: 20-12 DATE: 04-28-13 ISSUED FOR: CHECKED:AEA L r A- 5/5 i I� i i i I, i is COND # IFQ I ' " 11; mm, I 1 ST ELECTRICAL PLAN SCALE: 1/4" = 1'-0" I►RIN 1. SMOKE DETECTORS SHALL BE PROVIDED IN ALL BEDROOMS, CONNECTED IN SERIES 2. ALL SMOKE DETECTORS SHALL HAVE BATTERY BACKUP POWER. 3. ALL SMOKE DETECTORS WITH DWELLING UNITS SHALL BE INTERCONNECTED SO THAT OPERATION OF ANY SMOKE DETECTOR CAUSES THE ALARM IN ALL SMOKE DETECTORS WITHIN THE DWELLING TO SOUND. 4. PROVIDE TAMPER PROOF OUTLETS PER 2008 NEC 210.12(6) AND 406.10 NEMA GR. DIS. SW - K.W. HT. ST. - A/C 3#2/0 THW ALUM. 148 THW. CU IN 1 1/2" C UNIT DIS. SW RAINROOF NEMA 3R 250A, 2P, DIS. SW. SEE PANEL SCH. 3#3/0 THWN CU IN 2" RG. C. TO POWER CO. TRANSFORMERS .2ND ELECTRICAL PLAN SCALE: 1/4" = 1'-0" LOAD CENTER 250 AMP. MLD 120/240 V.1 M 3W FLUSH MTD. 42 SPACES LOAD CENTER 250 AMP. MLD HEAT PER HVAC PLAN AIC PER HVAC PLAN DRYER 10/3 NM NO GRD. WATER HEATER 10/2 NM NO GRD. GROUND PER NEC ART 250 W/ MIN. OF 1#6 TW CU IN 1/2" C. TO CW. PIPE E 2'-8" DEEP GROUNDING RODS, 5/8" DIA. —�-- NOTE: - ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY w/2008 THE NATIONAL ELECTRICAL CODE TYPICAL ELECTRICAL RISER SCALE: N.T.S. ELECTRICAL SYMBOLS 24"x48" FLUORESCENT LIGHT CEILING MOUNT LIGHT F } FLUORESCENT LIGHT BULB WALL MOUNT LIGHT PENDANT LIGHT ® RECESS LIGHT/CAN LIGHT ® EYEBALL LIGHT THEATER LIGHTS ® 18" FLUORESCENT LIGHT OSPEAKERS [Tv] COAX OUTLET 4 DOOR BELL 4 JUNCTION BOX PANEL BOX �— ELECTRICAL METER •.• DOOR CHIME GARBAGE DISPOSAL Q THERMOSTAT Lj= DISCONNECT 9 WP WATER PROOF OUTLET ® GROUND FAULT INTERRUPTED DoD 110V OUTLET U) 220V OUTLET O O 1/2 SWITCHED OUTLET O SMOKE DETECTOR W SWITCH $3 THREE WAY SWITCH �4 FOUR WAY SWITCH ® EXHAUST FAN DoD U) CEILING FAN W/ LIGHT O O O CEILING FAN W U z W U) W rvolz Cl) X w O �-- w Z) z 01 Q W Q LLO Y O O . O co w Q tom- to rREVISIONS: DRAWN: PROJECT NO: 20-12 DATE: 04-28-13 ISSUED FOR: CHECKED :AEA 1ST H.V.A.C. PLAN SCALE: 1/4" = l'-0" 2ND H . V. A. C. PLAN SCALE: 1/4" = 1'-0" AIR HANDLING UNIT DRAIN LINE SHALL BE SAME SIZE AS NIPPLE ON EQUIPMENT REMOVABLE CLEANOUT W/ 1/8" HOLE INCA PITCHED DOWN TOWARD DRAIN —1/4" PER FOOT MIN. I" MIN. ASILY REMOVABLE z CONNECTION " MIN. DEPTH " MIN. DEPTH OF SEAL CONDENSATE DRAIN TRAP DETAIL NOT TO SCALE MECHANICAL EQUIPMENT �- 4" MIN. 4" MIN. 3/4" CHAMFER {TYPICAL FINISHED GRADE . .,.,*..� �ti �: q, •: �;.; 4" THICK CONCRETE SLA SEE PLAN FOR LOCATION APOR BARRIER OF PAD OMPACTED FILL NOTE: SECURE UNIT ON EACH SIDE TO PAD WITH SIMPSOM—S LTT20& 1/2" ANCHOR BOLTS & 6# 10 TEK SCREWS INTO UNIT MECHANICAL EQUIPMENT PAD DETAIL NOT TO SCALE ALLEN ARTHUR ARCHITECT LIC. # AR0002831 301 N. Fem Creek Ave. Orlando, Florida 32803 PHONE: 407-896-6711 FAX: 407-896-3770 [a-] [01 [a-] REVISIONS: DRAWN: PROJECT NO: 20-12 DATE: 04-28-13 ISSUED FOR: CHECKED:AEA !uj V z ui 0 U) uJ 0 z_ U) X w 0 �-- Lu o Z) zW pao LU P- >o�LL 0 .0 z(/)H- w(y)Q OftiC/) REVISIONS: DRAWN: PROJECT NO: 20-12 DATE: 04-28-13 ISSUED FOR: CHECKED:AEA PROVIDE METAL FLASHING %AIL IAIATrr)nr) 1r1C OC AI AAIT PROVIDE METAL ROOF TO MATCH EXISTING METAL W/ .R 1/2" 2"x4" JOIST SECTION Q FRONT PORCH.,.-.,,, SCALE: 1/2" = 11-0" I I DNCRETE SLAB )ST W/ 1" WIDE METAL ANGLES ATTACHED P.T. POST W/ 2"x1/4" STAINLESS STEEL V, AND 2"x1/4" TAPCON INTO CONCRETE SLAB @ EACH SI STAIRS = SLAB IN CH PLAN T. BEAM APSON" AC4 POST ,H 4"x4" P.T. POST "X4" P.T. POST T W/ 1" WIDE METAL ANGLES ATTACHED I" P.T. POST W/ 2"x1/4" STAINLESS STEEL LAG SCREW, AND 2"x1/4" TAPCON INTO CONCRETE SLAB @ EACH SIDE FINISH 2ND FLOOR an 9'-7" R WINDOWS/ DOOR HEADER HT. na. 6' 4"x4" P.T. POST FINISH 1ST FLOOR g 0'-0"_ RIGHT ELEVATION SCALE: 1 /4" - 1'-0' I :ATHING E=XP. 1 "SIMPSON" AC4 POST 4"x4" P.T. POST !.5A2' kCH 24" O.C. NG PLAN p = 11—Q" FRONT ELEVATION SCALE: 1/4' - 1'-0" NFORD ' BUILDING DIVISION ' SA THESE PLANS ARE REVIEWED AND COND M{�, ACCEPTED FOR PERMIT. A ISSUED PERMIT , DEEMED PERMISSION TO PROCEED WITH THE WOR�8 . ' AND NOT AS AUTHORITY TO V'� ONS,CANCEL, AL1OF THE TECI�ICAL OR SET ASIDE ANY OF THE PR OR SHALL ISSUANCE OF A PERMIT PREVENTAHE CODES, NRES; BUILDING DIVISION FROM THEREAFTER CONSTRUCTION CORRECTION OF ERRORS ON THE THE CODE. OR OTHER VIOLATIS T. POST r �• EMIT N7 01 ALLEN ARTHUR ARCHITECT LIC. # AR0002831 301 N. Fem Creek Ave. Orlando, Florida 32803 PHONE: 407-896-6711 FAX: 407-896-3770 a ®® w U) U z ui C) U) z uj a U) X W (D w O auto F7- ILL ory O 0 cn IL LU Z DRAWN: PROJECT NO: 20-12 DATE: 03-18-14 ISSUED FOR: CHECKED:AEA 0 Cn Z a2E J q CL L.r. ry LL o L1" O�if U) z a U O z O u� ILLz o -'T co > r Lu o DRAWN: PROJECT NO: 20-12 DATE: 03-18-14 ISSUED FOR: CHECKED:AEA 0 Cn Z a2E J q CL L.r. ry LL o L1" O�if PROVIDE METAL FLASHING AAII IAIATCI!)nr)n 1C OC: AI AAIT PROVIDE METAL ROOF TO MATCH EXISTING METAL W/ R 1/2" 2"x4" JOIST SECTION Q FRONT PORCH SCALE: 1/2" = 1'-0" CONCRETE SLAB POST W/ 1" WIDE METAL ANGLES ATTACHED "x4" P.T. POST W1 2"x1/4" STAINLESS STEEL ;EW, AND 2"x1/4" TAPCON INTO CONCRETE SLAB @ EACH SI AG STAIRS OF SLAB 4AIN :1:■ww'21► F. BEAM 1PSON" AC4 POST ;H 4"x4" P.T. POST "x4" P.T. POST F W/ 1" WIDE METAL ANGLES ATTACHED I" P.T. POST W/ 2"x1/4" STAINLESS STEEL LAG SCREW, AND 2"x1/4" TAPCON INTO CONCRETE SLAB @ EACH SIDE HEADER HT. (6- 6' 4"x4" P.T. POST H 1 ST FLOOR A 0'-0" RIGHT ELEVATION SCALE: 1/4" - V-0" I /2" SHEATHING EXP. 1 ROVIDE "SIMPSON" AC4 POST EACH 4"x4" P.T. POST ON " H2.5AZ IS @ EACH )IST @ 24" O.C. MING PLAN 1/4n = 11'-V FRONT ELEVATION SCALE: 1/4* - 1'-0" SANFORD BUILDING DIVISION THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A ISSUED PERMIT SHALL BE„ DEEMED PERMISSION TO PROCEED WITH THE WORK AND NOT AS AUTHORITY E P OVISIONSOF THE TECHNICAL/CANCEL, ALTER OR SET ASIDE ANY OF TH CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT HE BUILDING DIVISION FROM THEREAFTER REQUIRING SON CORRECTION OF ERRORS ON THE PLANS; CONS OR OTHER VIOLATIQNS OF THE CODE. r. POST ALLEN ARTHUR ARCHITECT LIC. # AR0002831 301 N. Fem Creek Ave. Orlando, Florida 32803 PHONE: 407-896-6711 FAX: 407-896-3770 [-a] Fe -1 [ak W U) z w m U) w Of z U) X ui oho zW� pQo LL >o� O .0 C/) LL w0.)? or-Otict) DRAWN: PROJECT NO: 20-12 DATE: 03-18-14 ISSUED FOR: CHECKED:AEA L U) x U O o_ z O Z LLO 00 w' L01- o DRAWN: PROJECT NO: 20-12 DATE: 03-18-14 ISSUED FOR: CHECKED:AEA L AS—BUILT 1st FLOOR PLAN SCALE: 1/4" = 1'-0" AS—BUILT 2nd FLOOR PLAN SCALE: 1/4" = 1'-0" SANFORD BUILDING DIVISION THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT, A ISSUED PERMIT SHALL BE DEEMED PERMISSION TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, OFCANCEL, THE TECHNICAL OR SET ASIDE ANY OF THE PROVISIONS CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT NT AHE BUILDING DIVISION FROM THEREAFTER CORRECTION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CODE. 1.) CODES: THE 2010 FLORIDA BUILDING RESIDENTIAL BUILDINGS CODE THE 2008 NATIONAL ELECTRICAL CODE, 2010 FLORIDA PLUMBING CODE 2010 FLORIDA MECHANICAL CODE 2.) NOT USED 3.) NOT USED 4.)WOOD: 4.1 WOOD FRAMING STRUCTURAL MEMBERS, #2 SOUTHERN YELLOW PINE (UNLESS NOTED OTHERWISE) 4.2 ALL EXPOSED WOOD IN CONTACT WITH EARTH SHALL USE #2 —.40 PRESSURE TREATED WOOD AND ALL WOOD IN CONTACT WITH CONCRETE AND/OR C.M.U. BLOCK WALL SHALL USE #2 —.25 PRESSURE TREATED WOOD. 4.3 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTRACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDE AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, 1995 EDITION AND HIB 91 (IF APPLICABLE). DESIGN CRITERIA 1. DESIGN PER 2010 FLORIDA BUILDING CODE RESIDENTIAL 2008 NATION ELECTRICAL CODE, 2010 FLORIDA BUILDING CODE MECHANICAL, 2010 FLORIDA PLUMBING CODE 2. WIND LOAD ="V"=139 M.P.H. J?� /tr,/ 3. WIND EXPOSURE: (B)� X 4. MEAN ROOF HEIGHT = 15', COEFFICIENT =1.00 5. RISK FACTOR II, ENCLOSED WINDOW DESIGN WIND PRESSURES= ENTRY DOORS= ALL SIZES: POSTIVE PRESSURES OF 31.6 P.S.F. ALL SIZES: POSTIVE PRESSURES OF 37.0 P.S.F. got NEGATIVE PRESSURES OF 39.8 P.S.F. NEGATIVE PRESSURES OF 44.0 P.S.F. A EN ARCHITECT LIC. # AR0002831 301 N. Fem Creek Ave. Orlando, Florida 32803 PHONE: 407-896-6711 FAX: 407-896-3770 Fa -1 re-] [a-] ILI I REVISIONS: DRAWN: PROJECT NO: 20-12 DATE: 04-01-13 ISSUED FOR: CHECKED:AEA 1/5 0. U w fn U) uuj�// LL Z U) X w 0 W O F_ Q LL Y 000 0� . = (n LL W 0 QT_ Un I REVISIONS: DRAWN: PROJECT NO: 20-12 DATE: 04-01-13 ISSUED FOR: CHECKED:AEA 1/5 0. EXISTING BRICK PIER 24"x24 CONTRACTOR TO PROVIDE "HANDI-BLOCK" CONCRETE PIER W/ "SIMPSON"ABU44 BASE POST W/ 4"X4" P.T. POST 4"x6" P.T. POST W/ "SIMPSON" AC6 POST CAIS CAI0I IIVV UVIlUMC I C 01HIKO W/ METAL HAND RAILS TO REMAIN EXISTING BRICK PIER 12"X8" 6' T-2" 6 7'-4"7'-1" EXISTING CONCRETE STAIRS W/ METAL HAND RAILS TO REMAI 1 ST FLOOR RENOVATION PLAN SCALE: 1/4" = 1'-0" NOTE: 1. SMOKE DETECTORS SHALL BE PROVIDED IN ALL BEDROOMS, CONNECTED IN SERIES 2. ALL SMOKE DETECTORS SHALL HAVE BATTERY BACKUP POWER. 3. ALL SMOKE DETECTORS WITH DWELLING UNITS SHALL BE INTERCONNECTED SO THAT OPERATION OF ANY SMOKE DETECTOR CAUSES THE ALARM IN ALL SMOKE DETECTORS WITHIN THE DWELLING TO SOUND. EXISTING CONCRETE STAIRS W/ METAL HAND RAILS TO RFMAIN .T.W. EXISTING EXTERIOR AND INTERIOR WALLS PROPOSED INTERIOR WOOD PARTITIONS PROPOSED WINDOW PROFILES SCALE: N.T.S. 5'-6" L# AREA TAULATION TYPE MATERIAL FRAME HARDWARE REMARKS EGRESS 1ST FLOOR LIVING AREA 1,492 S.F. A 2ND FLOOR LIVING AREA 1,070 S.F. c� FRONT PORCH 329 S.F. � 19 UPPER PORCH 103 S.F. X. ui COMPOSITE EXISTING z MASTER SUITE N TOTAL 2,994 S.F. 9'-0- CLG A B C D E G 0— 4 m u s COVERED PORCH Ira REMOVE EXISTING WINDOW FOR NEW OPENING FOR COVERED PORCH 2'-5" ®v 1 R/S— —EGRESS — 9'-9 2 T ' v Cfl 13 I 0 0 BEDROOM 1 9 —0 CLG z P: Ow 4 31/2" x 91/2" "WEYERHAEUSER MICROLLAM LVL" 1.9E CASED BEDROOM 9--U*' C G EXISTING 2ND FLOOR RENOVATION PLAN SCALE: 1/4" = 1'-0" DOOR AND HARDWARE SCHEDULE EXISTING I.D. SIZE TYPE MATERIAL FRAME HARDWARE REMARKS 0" uj 0. O A '-1"x '- " 1 3'-0"x6-8" 4 PANEL WOOD WOOD EXISTING EXISTING W/ FOUR LITES TOP 2 3'-0"x6'-8" 3 PANEL FIBERGLASS COMPOSITE EXISTING z 3 31-0"x6'-8" FRENCH FIBERGLASS COMPOSITE A B C D E G 0— 4 2'-6"x6'-8" 3 PANELS FIBERGLASS COMPOSITE _AB, C D E G TRANSOM 5 3'-0"x6'-8" 3 PANELS FIBERGLASS COMPOSITE B F 6 3'-0"x6- " 3 PANELS FIBERGLASS COMPOSITE B G F Q 7 2' "x ' " 3 PANELS FIBERGLASS COMPOSITE B G F � 8 1'4"x6'-8" 3 PANELS FIBERGLASS COMPOSITE B G F 9 NOT USED 10 3'-0"x6'-8" 3 PANELS FIBERGLASS COMPOSITE B G F 11 '- 'x '- " 3 PANELS FIBERGLASS COMPOSITE B G F 12 T "x ' " 3 PANELS FIBERGLASS COMPOSITE B G F 13 5'-0"x6'-8" 3 PANELS FIBERGLASS COMPOSITE H BI -FOLD 14 2'-6"x6'-8" 3 PANELS FIBERGLASS COMPOSITE B G F J 15 2'-6"x6'-8" 3 PANELS FIBERGLASS C MP ITE B F 16 2'- 'x6'- " 3 PANELS FIBERGLASS COMPOSITE B G F 17 T -6"x6'-8" 3 PANELS FIBERGLASS COMPOSITE B G F 18 2'-6"x6'-8" 3 PANELS FIBERGLASS COMPOSITE B G F 19 3'-0"x6'-8" FRENCH FIBERGLASS COMPOSITE A B C D E G 20 TIM' -8" ' " PANELS FIBERGLASS COMPOSITE H BI -FOLD U) A 1 1/2 PAIR NON FERROUS BALL BEARING HINGES B LEVER HANDLE CYLINDRICAL LOCK SET C ALUMINUM THRESHOLD D PERIMETER WEATHER STRIPING E DEAD BOLT LOCK SET -THUMB TURN F 1 PAIR STEEL PLATED BALL BEARING HINGES G DOORSTOP H BI -FOLD TRACK, GUIDES, AND PULL WINDOW SCHEDULE "slMPsor 4"X4" P,T, "SIMPSON" ABU44 P EXTRA SUPPORT DETAIL 1 SMAILE- 3/4' - 1'-0' 112" GYP. BOARD ON 2 x STUDS 0 16" O.C. WBM 702 WOOD HANDRAIL — 1 1/2" x 1/4!' MIN z Z V) 0 Z 0 a cli 0 SECURE HANDR L TO WITHSTAND 2001 LBS. HANDRAIL DETAIL n SCALE 10 a V-0• L ' EXISTING GALV. V -CRAMP ROOF PAf EXISTING ROOF JOIS' 3 1/2" x 91/2" MICROLLAM LV EXISTING WOOD GIRDE EXISTING BRICK PIE 2 x B BLOCKING BETWEEN STUDS 2"x ROOF DECKING =4 POST )RNERS "SIMPSON " LSTA 12 STRAP ON BOTH SIDES OF P.T. POST I "SIMPSON " MTSM 16 W/ "SIMPSON" ET EPDXY TIE FOR ATTACHING TO METAL \— STRAP TO EXISTING PIER @ 4"x6" P.T. POST DETAIL CCS PORCH I.D. SIZE TYPE MATERIAL FRAME REMARKS 0" uj 0. O A '-1"x '- " SINGLE HUNG ALUM ALUM 3 OVER 1 LITES W/ LOW- E INSULATED GLASS / 12" TRANSOM B 3'-1"x2"-2" SINGLE HUNG ALUM ALUM 3 OVER 1 LITES W/ LOW- E INSULATED GLASS U) U) 0 z 0- Q ALL EXISTING WINDOWS TO BE REPLACE WITH THE SAME SIZE WINDOW WITH 3 OVER 1 LITES W/ LOW -E INSULATED GLASS ALL OPERABLE WINDOWS SHALL HAVE SCREENS SCALE: 1/2" = V-0" ALLEN ARTHUR ARCHITECT LIC. it AR0002831 301 N. Fem Creek Ave. Orlando, Florida 32803 PHONE: 407-896-6711 FAX: 407-896-3770 [a-] re-] [a-] W z Q 0" uj 0. O 0 0 �C) V ) J uj O w U) U) 0 z 0- Q 0 D' ry U)rr�� 0— X ui ZD O 0Wo �--- Q LLL Y 000 .0 � z U7 LL Lu Q ti UD DRAWN: PROJECT NO: 20-12 DATE: 04-28-13 ISSUED FOR: CHECKED:AEA U) z Q 0" 0. O 0 0 J ILL O w U) U) 0 —1 0- Q 0 D' ry W 0— Q m z Q J d. 0 U) Z LL 0 m Lw ' C) DRAWN: PROJECT NO: 20-12 DATE: 04-28-13 ISSUED FOR: CHECKED:AEA U) z Q 0" 0. 0 0 J ILL w U) U) 0 —1 0- Q 0 F_ ry W 0— -2/5 I i I 4 a. i PROVIDE 2"x4" STUDS @ 16" O.C. FOR GABLE END ATTCHED W/ SIMPSON H2.5AZ CLIPS @ EACH END 2"x4" STUDS @ 16" O.C. "REDHEADS" WEDGE ALLS 6"x1/2" @ EACH OPENING AND @ 48" O.C. FRAMING DETAIL C9 1ST MASTER BATH PLYWOOD SHEATHING EXP.1 ROVIDE ROOF BAFFLE VENTS /GOOF TRUSS @ 16" O.C. 12'-0" ROVIDE "SIMPSON" I II II II 1/2" PLYWOOD SHEATHING EXP. 1 H2.5AZ HURRICANE CLIPSI II II II @ EACH ROOF JOIST 16" O.C. I I) I d oo 41 411ij I to Lu 11 2 2"x6" P.T. HEADERS (2) 2"x6" P.T. HEADERS u SIMPSON LSTA 12 @ EACH STUD o� /�"- ILL T r� v_J X W I— 0 ::) z Z fY Q 0 I—LL 000 � . z C/) LL Lu 0 Z rn Q L Imo- � X '—SEE: LEDGER BOARD DETAIL [—EXISTING TWO STORY LOAD BEARING WALL ROOF FRAMING PLAN © MASTER BATH SCALE: 1 /4' - V-0' nr�r�r�r.nrr� ri�r.r I/11nT D RING SHINK NAILS @ 12" O.C. INTERMEDIATE 8D RING SHINK NAILS @ 4" O.C. AROUND EDGE NAILING PATTERNS ® ROOF JOIST SCALE: N.T.S. 2"x STUD FRAMED WALL @ 16" LUS26 JOIST 33/8" DIA. x4' LAG BOLTS @ 32" O.C. II LEDGER BOARD LEDGER CONNECTION ® FRAMED WALL SCALE t - t TOP PLATE EXISTING FLOOR JOIST DOUBLE HEADER SCALE: 1/2" = 1'-0" DBL. TOP PLATE "REDHEADS" WEDGE ALLS 6"x1/2" @ EACH OPENING \----FULL LENGTH AND @ 48" O.C.\--EXISTING CONCRETE BOND BEAM 'P/ALL STUDS OPENING DETAILS 1ST FLOOR BATHROOM SCALE: 1/2" = 1'-0" IMPSON SP -1, SP -2 @ OP AND BOTTOM IF ALL STUDS 2"x4" SILL SIMPSON SPA, SP -2 @ TOP AND BOTTOM OF ALL STUDS P.T. 2"x4" SILL EXISTING 2"x4" STUD- SIMPSON TUD — — — 2"x6" STUDS 16" O.C. I II 1/2" SHEATHING D RING SHANKED NAILS @ 12" O.C. II INTERMEDIATE II I I ( 8D RING SHANKED NAILS @ 6" O.C. II II I AROUND EDGE II II ___I l_ I /,,_2"x6" P.T. FRAMED BOTTOM CHORD PROPOSED ROOF 41 411ij Lu 11 2 2"x6" P.T. HEADERS (2) 2"x6" P.T. HEADERS u SIMPSON LSTA 12 @ EACH STUD o� /�"- ILL Z r� v_J X "REDHEADS" WEDGE ALLS 6"x1/2" @ EACH OPENING \----FULL LENGTH AND @ 48" O.C.\--EXISTING CONCRETE BOND BEAM 'P/ALL STUDS OPENING DETAILS 1ST FLOOR BATHROOM SCALE: 1/2" = 1'-0" IMPSON SP -1, SP -2 @ OP AND BOTTOM IF ALL STUDS 2"x4" SILL SIMPSON SPA, SP -2 @ TOP AND BOTTOM OF ALL STUDS P.T. 2"x4" SILL EXISTING 2"x4" STUD- SIMPSON TUD — — — 2"x6" STUDS 16" O.C. I II 1/2" SHEATHING D RING SHANKED NAILS @ 12" O.C. II INTERMEDIATE II I I ( 8D RING SHANKED NAILS @ 6" O.C. II II I AROUND EDGE II II ___I l_ I /,,_2"x6" P.T. FRAMED BOTTOM CHORD PROPOSED ROOF SIMPSON SP -1, SP -2 @ TOP AND BOTTOM OF ALL STUDS T. 2"x4" SILL SHEATHING FASTENING DETAIL \__EXISTING ULL LENGTH WOOD FLOOR WALL STUDS OPENING DETAIL (TYP.) SCALE: 1/4* - V-0' 9'-1" TO SECOND FLOOR 16 TREADS @ 10" & 15 RISERS @ 7.50" O i N 10 SOLID RISER (3) 2" x 12" STRINGER DRYWALL 4" CONCRETE SLAB EXISTING TWO STORY BALLOON FRAMED WALL 2"x6" LEDGER BOARD .,-- "SIMPSON" LUS26 HANGER 2"x6" ROOF JOIST @ 16" O.C. 1" Ed 2x HARDWOOD TREAD 1, 1x WOOD RISER 10.5' NOSING (SEE PLAN) ' OAK TREAD do RISER FIRST STEP (TYP.) V__ ',n a 1� w STAIR DETAIL 0 LOWER LANDING SCALE 1' — 1'-0" 1/2' SHEATHING--\ (3) 2x12 STRINGERS —5/8" TYPE "x*" GYP. BOARD OVER 3x STRINGERS FIN. 2ND FLOOR 0 W-7" FILED VERIFY (3) 2x12 \ STRINGERS EXISTING FLOOR JOIST ALUM. BRACKETS @ 3611- 48" 0 r_ CV INTERIOR STAIR DETAILS @ LOWER LEVEL SCALE 3/8" =1' METAL ROOF OVER BASE SHEET, OVER 1/2" SHEATHING, OVER 2"x6" RAFTER 12 2+/ - X1/2" DRYWALL 2"x6" LEDGER BOARD R-30 INSULATION 1/2" DRYWALL R-11 INSULATIO EXISTING SUB FLOOR OVER 2"x FLOOR JOIST BUILDING SECTION (9) MATER BATH 3 1/2" x 11 1/2" MICROLLAM LVL 4"x6" P.T. POST �--�:OFEACH SIMPSON LU21D 0 EACH END OF EACH 2"x12" P.T. STRINGER ATTACHED TO FLOOR TRUSSES 5/8' TYPE "x"" GYP. BOARD STAIR DETAIL 0 UPPER LANDING SCALE t' t'-0" ING FLOOR JOIST IPS )OF IST v "SIMPSON" ABU44 BASE POST CONNECTOR 8"x8"x8" C.M.U. FILLED 2500 P.S.I CONCRETE #5 BENT BAR 0 EXISTING RADE b 24"X24"X12" CONCRETE FOOTER W/ (5) BAR EACH 2'-01f. WAY WI 2500 P.S.I CONCRETE 4"x6" P.T. POST DETAIL 0 STAIRS SCALE: 1/2" = 1'-0" �SIMPSON H.10 HURRICANE CLIPS @ EACH ROOF JOIST 16" O.C. (26 GAVAGE) METAL DRIP EDGE OVER 1x2 P.T. /NAILER OVER 2x6 FASICA OVER 2x6 RAFTER TAILS ROOF BEARING @ 9'-0" _ 2"x4" DBL. TOP PLATE W/ SIMPSON SP -2 STUD PLATE CONNECTOR @EACH STUD 16" O.C. 31/2" x 111/2" MICROLLAM LVL CONTRACTOR SHALL WOOD SIDING TO MATCH EXISTING HOUSE 1/2" PLYWOOD EXPA OVER 2"x4" STUDS @ 16" O.C. 2"x4" BOTTOM PLATE W/ 3"x1/4" EXTERIOR SCREWS @ 32" O.C. — EXISTING 2"x RIM BOARD F.F. @ REAR = -7"+/- EXISTING BOND BEAM EXISTING CONCRETE FOOTER 4"x6" P.T. POST 2"x12" P.T. STRINGERS )N LU210 @ EACH END OF STRINGERS "SIMPSON" ABU44 BASE POST CONNECTOR 8"x8"x8" C.M.U. FILLED 2500 P.S.I CONCRETE 95 BENT BAR 0 EXISTING GRADE 0 24"X24"X12" CONCRETE : r FOOTER W/ (5) BAR EACH 2'-011 WAY W/ 2500 P.S.I CONCRETE >r STAIR HEADER DETAIL SCALE: 1/2* D ALLEN ARTHUR ARCHITECT LIC. # AR0002831 301 N. Fem Creek Ave. Orlando, Florida 32803 PHONE: 407-896-6711 FAX: 407-896-3770 Fal ne [01 w 41 411ij Lu 11 2 2"x6" P.T. HEADERS u SIMPSON LSTA 12 @ EACH STUD o� /�"- SIMPSON SP -1, SP -2 @ TOP AND BOTTOM OF ALL STUDS T. 2"x4" SILL SHEATHING FASTENING DETAIL \__EXISTING ULL LENGTH WOOD FLOOR WALL STUDS OPENING DETAIL (TYP.) SCALE: 1/4* - V-0' 9'-1" TO SECOND FLOOR 16 TREADS @ 10" & 15 RISERS @ 7.50" O i N 10 SOLID RISER (3) 2" x 12" STRINGER DRYWALL 4" CONCRETE SLAB EXISTING TWO STORY BALLOON FRAMED WALL 2"x6" LEDGER BOARD .,-- "SIMPSON" LUS26 HANGER 2"x6" ROOF JOIST @ 16" O.C. 1" Ed 2x HARDWOOD TREAD 1, 1x WOOD RISER 10.5' NOSING (SEE PLAN) ' OAK TREAD do RISER FIRST STEP (TYP.) V__ ',n a 1� w STAIR DETAIL 0 LOWER LANDING SCALE 1' — 1'-0" 1/2' SHEATHING--\ (3) 2x12 STRINGERS —5/8" TYPE "x*" GYP. BOARD OVER 3x STRINGERS FIN. 2ND FLOOR 0 W-7" FILED VERIFY (3) 2x12 \ STRINGERS EXISTING FLOOR JOIST ALUM. BRACKETS @ 3611- 48" 0 r_ CV INTERIOR STAIR DETAILS @ LOWER LEVEL SCALE 3/8" =1' METAL ROOF OVER BASE SHEET, OVER 1/2" SHEATHING, OVER 2"x6" RAFTER 12 2+/ - X1/2" DRYWALL 2"x6" LEDGER BOARD R-30 INSULATION 1/2" DRYWALL R-11 INSULATIO EXISTING SUB FLOOR OVER 2"x FLOOR JOIST BUILDING SECTION (9) MATER BATH 3 1/2" x 11 1/2" MICROLLAM LVL 4"x6" P.T. POST �--�:OFEACH SIMPSON LU21D 0 EACH END OF EACH 2"x12" P.T. STRINGER ATTACHED TO FLOOR TRUSSES 5/8' TYPE "x"" GYP. BOARD STAIR DETAIL 0 UPPER LANDING SCALE t' t'-0" ING FLOOR JOIST IPS )OF IST v "SIMPSON" ABU44 BASE POST CONNECTOR 8"x8"x8" C.M.U. FILLED 2500 P.S.I CONCRETE #5 BENT BAR 0 EXISTING RADE b 24"X24"X12" CONCRETE FOOTER W/ (5) BAR EACH 2'-01f. WAY WI 2500 P.S.I CONCRETE 4"x6" P.T. POST DETAIL 0 STAIRS SCALE: 1/2" = 1'-0" �SIMPSON H.10 HURRICANE CLIPS @ EACH ROOF JOIST 16" O.C. (26 GAVAGE) METAL DRIP EDGE OVER 1x2 P.T. /NAILER OVER 2x6 FASICA OVER 2x6 RAFTER TAILS ROOF BEARING @ 9'-0" _ 2"x4" DBL. TOP PLATE W/ SIMPSON SP -2 STUD PLATE CONNECTOR @EACH STUD 16" O.C. 31/2" x 111/2" MICROLLAM LVL CONTRACTOR SHALL WOOD SIDING TO MATCH EXISTING HOUSE 1/2" PLYWOOD EXPA OVER 2"x4" STUDS @ 16" O.C. 2"x4" BOTTOM PLATE W/ 3"x1/4" EXTERIOR SCREWS @ 32" O.C. — EXISTING 2"x RIM BOARD F.F. @ REAR = -7"+/- EXISTING BOND BEAM EXISTING CONCRETE FOOTER 4"x6" P.T. POST 2"x12" P.T. STRINGERS )N LU210 @ EACH END OF STRINGERS "SIMPSON" ABU44 BASE POST CONNECTOR 8"x8"x8" C.M.U. FILLED 2500 P.S.I CONCRETE 95 BENT BAR 0 EXISTING GRADE 0 24"X24"X12" CONCRETE : r FOOTER W/ (5) BAR EACH 2'-011 WAY W/ 2500 P.S.I CONCRETE >r STAIR HEADER DETAIL SCALE: 1/2* D ALLEN ARTHUR ARCHITECT LIC. # AR0002831 301 N. Fem Creek Ave. Orlando, Florida 32803 PHONE: 407-896-6711 FAX: 407-896-3770 Fal ne [01 w V Lu u o� /�"- ILL Z r� v_J X W I— w o ::) z Z fY Q Q 0 I—LL 000 � . z C/) LL Lu 0 Z rn Q L Imo- � REVISIONS: DRAWN: PROJECT NO: 20-12 DATE: 04-28-13 ISSUED FOR: CHECKED:AEA i AM. I I I l t EXISTING METAL TO REN PATCH OR REF g 0 ROOF BEARING 18'-6' _2ND FLOOR WINDOW Hf FINISH 2ND FLOOR aA 9'. $ FLOOR JOIST BERING ---4 ST FLOOR WINDOWS/ D( EXISTING SIDING TO REMAI �$ FINISH 1ST FLOOR (a) 0 FINISH GRADE @ - PROVIDE NEW WOOD ROOF BEARING (o)18'-6" 2ND FLOOR WINDOW HEADER HT. an. 16' -2' - FINISH 2ND FLOOR (CD 9'-7" FLOOR JOIST BERING an, Y -0- -13T FLOOR WINDOWS/ DOOR HEADER HT.Q l EXISTING SIDING TO REMAI FINISH 13T FLOOR aQ Y-0-- * FINISH '-0"_ _FINISH GRADE la7 -24" _ vvi MMINU MAILINU I U KLIVIAIN PS v n I I v I V W/ HAND RAILING TO REMAIN SCALE: 1/4" = V-0" VV/ I7AINU KAILINU I U KtMAIN N E A N ELEVATION SCALE: 1/4" = V-0" 4"x4" POST TRIM "TRX" STANDARD SPINDLES 1 3/8"x1 3/8" ALUMN. "U" CHANNEL 4"x4" POST 'E: - - - - rLL I lnl%JLJr-,+ILJ VM RAILING SHALL "TREX" OR "AZEK" SMOOTH SURFACED AND PAINTED RAILING DETAIL NO VINYL/ OR PLASTIC SCALE 3/4 — 1'-0' "TRX" ALUMN. TOP RAIL "T" CHANNEL RAILING SUPPORT DETAIL SCALE 3/4' — 17 - "TRX" STANDARD SPINDLES 1 3/8"x1 3/8" TOP RAIL DETAIL sCALE 1 I"x6" P.T. POST 3/4" FURRING 1" TRIM "AZAK" 4"x6" P.T. POST DETAIL SCALE:1" "TRX" TOP RAIL "T" CHANNEL RAIL ALUMN. -ORCEMENT ALLEN ARTHUR ARCHITECT LIC. # AR0002831 301 N. Fem Creek Ave. Orlando, Florida 32803 PHONE: 407-896-6711 FAX: 407-896-3770 [-a] [-el [-a] REVISIONS: DRAWN: PROJECT NO: 20-12 DATE: 04-28-13 ISSUED FOR: CHECKED:AEA A- 4/5 U Z W U) �W�/ LL_ V Z U) X W F- uj Z) 0_ ZW 0'_ Q O iz:: Q u— Q Y Q 0 O°o (n ILL _M Q / moLu c/) REVISIONS: DRAWN: PROJECT NO: 20-12 DATE: 04-28-13 ISSUED FOR: CHECKED:AEA A- 4/5 ROOF BEARING 2 18'-6"� 2ND FLOOR WINDOW HEADER H' FINISH 2ND FLOOR a(), 9'-7" FLOOR JOIST BERING A 9'-0'_ 1ST FLOOR WINDOWS/ DOOR HEA FINISH 1ST FLOOR (a) 0'-0" �40FINISH GRADE an -24"® PROVIDE NEW WOOD LATTIC Vv/ HHNU KAILINIJ I U REMAIN H I G H T ELEVATION W/ HAND RAILING TO REMAIN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SHALL REMOVE EXISTING CUT OPENING DOWN TO FLOOR CH SITTING AREA UARD RAIL _ROOF BEARING a-118'-6" LOOR WINDOW HEADER HT.(a 16'-2" _ FINISH 2ND FLOOR 0 9'-7" _ FLOOR JOIST BERING (cD 9'4" IINDOWS/ DOOR HEADER HT. (a) 6'-8" FINISH 1ST FLOOR P, 0'-0" 10 FINISH GRADE _24 1 ONCRETE STEPS W/ HAND RAILING TO REMAIN ALLEN ARTHUR ARCHITECT LIC. # AR0)02831 301 N. Fem Creek Ave. Orlando, Florida 32803 PHONE: 407-896-6711 FAX: 407-896-3770 Fal [ -e� [-a] W u Z Lu U) ALLL/! AL V Z X ui O w Q_ zWILL i� Q Y Q � 000 Z: C6 LL LJJ0.)Q REVISIONS: DRAWN: PROJECT NO: 20-12 DATE: 04-28-13 ISSUED FOR: CHECKED:AEA L � -5/5 NOTE: 1. SMOKE DETECTORS SHALL BE PROVIDED IN ALL BEDROOMS, CONNECTED IN SERIES 2. ALL SMOKE DETECTORS SHALL HAVE BATTERY BACKUP POWER. 3. ALL SMOKE DETECTORS WITH DWELLING UNITS SHALL BE INTERCONNECTED SO THAT OPERATION OF ANY SMOKE DETECTOR CAUSES THE ALARM IN ALL SMOKE DETECTORS WITHIN THE DWELLING TO SOUND. 4. PROVIDE TAMPER PROOF OUTLETS PER 2008 NEC 210.12(B) AND 406.10 n.vv. n I. o I. A/C 3#2/0 THW ALUM. 148 THW. CU IN 1 1/2" C UNIT DIS. SW RAINROOF NEMA 3R 250A, 2P, DIS. SW. SEE PANEL SCH. 3#3/0 THWN CU IN 2" RG. C. TO POWER CO. TRANSFORMERS TYPICAL ELECTRICAL RISER SCALE: N.T.S. LOAD CENTER 250 AMP. MLD 120/240 V.1 0 3W FLUSH MTD. 142 SPACES LOAD CENTER 250 AMP. MLD HEAT PER HVAC PLAN A/C PER HVAC PLAN DRYER 10/3 NM NO GRD. WATER HEATER 10/2 NM NO GRD. GROUND PER NEC ART 250 W/ MIN. OF 1#6 TW CU IN 1/2" C. TO CW. PIPE SE 2'-8" DEEP GROUNDING RODS, 5/8" DIA. NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY w/2008 THE NATIONAL ELECTRICAL CODE -ELECTRICAL SYMBOLS 24"x48" FLUORESCENT LIGHT O CEILING MOUNT LIGHT -0- FLUORESCENT LIGHT BULB WP 6 WALL MOUNT LIGHT PENDANT LIGHT ® RECESS LIGHT/CAN LIGHT ® EYEBALL LIGHT THEATER LIGHTS ® 18" FLUORESCENT LIGHT O OSPEAKERS F COAX OUTLET $4 4 DOOR BELL 4 JUNCTION BOX O O c PANELBOX -� ELECTRICAL METER ... DOOR CHIME O O GARBAGE DISPOSAL o THERMOSTAT DISCONNECT WATER PROOF OUTLET GROUND FAULT INTERRUPTED 110V OUTLET 220V OUTLET 1/2 SWITCHED OUTLET SMOKE DETECTOR SWITCH THREE WAY SWITCH FOUR WAY SWITCH EXHAUST FAN CEILING FAN W/ LIGHT CEILING FAN or I ALLEN ARTHUR ARCHITECT LIC. #AR0002831 301 N. Fem Creek Ave. Orlando, Florida 32803 PHONE: 407-896-6711 FAX: 407-896-3770 [-a] [01 W z U z W EL U) ui 112-00z J U) X w Q Q w ® W Q Q LL ci � Q o (/) LL L.I.. Q F- DRAWN: PROJECT NO: 20-12 DATE: 04-28-13 ISSUED FOR: CHECKED:AEA z EL J Q U F- U w U) Z w O r w ' o DRAWN: PROJECT NO: 20-12 DATE: 04-28-13 ISSUED FOR: CHECKED:AEA 1ST H . V. A. C. PLAN SCALE: 1/4" = 1'-0" 2ND H.V.A.C. PLAN SCALE: 1/4" = 1'-0" AIR HANDLING UNIT----\ DRAIN LINE SHALL BE SAME SIZE AS NIPPLE ON EQUIPMENT REMOVABLE CLEANOUT W/ 1/8" HOLE INCA PITCHED DOWN TOWARD DRAIN -1/4" PER FOOT MIN, 1" MIN. �r N--EA51LY REMOVABLE CONNECTION " MIN. DEPTH MIN. DEPTH OF SEAL CONDENSATE DRAIN TRAP DETAIL NOT TO SCAT F MECHANICAL EQUIPMENT -� 4" MIN. 3/4" CHAMFER 4" MIN. ,- SEE PLAN FOR LOCATION \----VAPOR BARRIER 4" THICK CONCRETE SLA OF PAD \--COMPACTED FILL NOTE: SECURE UNIT ON EACH SIDE TO PAD WITH SIMPSOM-S LTT20& 1/2" ANCHOR BOLTS & 6# 10 TEK SCREWS INTO UNIT MECHANICAL EQUIPMENT PAD DETAIL NOT TO SCALE ALLEN ARTHUR ARCHITECT LIC. # AR0002831 301 N. Fern Creek Ave. Orlando, Florida 32803 PHONE: 407-896-6711 FAX: 407-896-3770 [a-] Fel [a-] DRAWN: PROJECT' NO: 20-12 DATE: 04-28-13 ISSUED FOR: CHECKED:AEA M-1 /1 w Qz J �N.. j it C� X uj Q :;�7 O W O Q �O Y O � O (n 11 L Z Imo•- U) DRAWN: PROJECT' NO: 20-12 DATE: 04-28-13 ISSUED FOR: CHECKED:AEA M-1 /1 Qz J Q Z O 4 0 DRAWN: PROJECT' NO: 20-12 DATE: 04-28-13 ISSUED FOR: CHECKED:AEA M-1 /1 IL /2" THRU BOLT W/ WASHER J EACH END W/ NUT @ 24" O.C. "x12" BEAMS W/ 1/2" SHEATHING BETWEEN 3 PLY BEAM SECTION SCALE: 1" = 1'-0" 24" O.C. r— 0 3 PLY DETAIL SCALE: 1" = 1'-0" 1/2" THRU BOLT W/ WASHER AT EACH END W/ NUT @ 24" O.C. COUNTER SINKED Al MAX TO EDGE OF BEAM P Lu Ln 4, j I . Lu tt,r 11 Lu Ln 4, j I . Lu z H �f i Lu 7;7 Q z Luc:) CD Lu :V - rn J m z ®C ncn d _l -- J Lu Ln 4, j I . ' Ln H �f ~Q Luc:) ®C ncn SEAL: W cl:i V Lu 0- z CD L.LI J LL! w r- d' V V L6 H J.LL 2E 0_ a F - Ln V r, l'ri i � fF Ln m cid Ln cn ZD LTJ Lu w z Go I 0 c� m Lt - co �Ocn z �o� LL! ri L� C:) u � � I ck� O 7 H +Y i SHEET NUMBER: i i 4, j I . ' a F - Ln V r, l'ri i � fF Ln m cid Ln cn ZD LTJ Lu w z Go I 0 c� m Lt - co �Ocn z �o� LL! ri L� C:) u � � I ck� O 7 H +Y i SHEET NUMBER: i i