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1508 Summerlin Ave 18-2657- ADDITIONf, 3 9 JUN 1 Z 20 r Y. - '.1 i• ..R 1 r 1'... "M �. i. .,�. ' l T 9 N . IS ! I how, u r• u, NOTICE TO BUILIDER OR OWNER IT 15 THE INTENT OF TNI$ DE6IGNER THAT THESE PLAN5 ARE ACCURATE AND ARE Y` CLEAR ENOUGH FOR THE LICEN6ED PROFE6$- o IONAL TO CONSTRUCT TH16 PROJECT, IN THE EVENT THAT SOMETHING 15 UNCLEAR v LL OR NEED$ CLARIFICATION -STOP -AND CALL 4' THE DESIGNER LISTED IN THIS TITLE PAGE, IT 16 THE RE5PON5IBILITY OF THE LICEN5ED LL r PROFE65IONAL OR OWNER THAT IS CONSTRUCTING TH15 on PROJECT TO FULLY REVIEW THE6E DOCUMENTS, VERIFY ALL EXISTING CONDITIONS (PITCHES 4 DIMEN51ON5) 5EFORE CONSTRUCTION BEGINS AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK IS DONE AND TRU66F$ ARE CONSTRUCTED, '.1 i• ..R 1 r 1'... "M �. i. .,�. ' l T 9 N . IS ! I how, u r• u, a RECORD COPY FIEVIEWED FOR CODE COMPLIANCE -PIANS EXAMINER DATE IALL+: :r p •r ,'n r r{OGEE`' VV. (�I TI -IE WrIRK PMD TO V!OU\TE, CANCEL, ALTER C;; SFT A IJE A`,°Y'JF THF_ PROVISIONS OF THE TECHNICAL COPES, NUR ,�-IALL ISSUANCE. OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS 111 PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE er 57 �`•.,`,`!-h l ; I h `'\\ ` it NOTE: THI5 STRUCTURE HAS BEEN DF51GNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2011 FLORIDA BUILDING CODE RESIDENTIAL 6TH EDITION SECTION 8301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, Ir WIND SPEED : 139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH WASP). 2, R16K CATEGORY 2 CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (`1) 3, WIND EXPOSURE = CATEGORY C 4, INTERNAL PRE66URE COEFFICIENT FOR ENCLOSED BUILDINGS IS ,IS AND HEIGHT 4 EXP06URE ADJUSTMENT COEFFICIENT 15 1,40 DRAWING INDEX (aSHE^T6) SHEET NO, DRAWING DE6CRIPTION Y` COVER (1) 5TRUCTURAL (4) o COVER 6HEET 5 FOUNDADON PLAN ROOF FRAMMING FILAN v LL 61TE PLAN (1) DETAILS 4' 2 SITE PLAN S LINTEL PLAN GENERAL PLANS (2) LL r 3 FLOOR 4 ELECTRICAL PLAN on 4 ELEVATIONS a RECORD COPY FIEVIEWED FOR CODE COMPLIANCE -PIANS EXAMINER DATE IALL+: :r p •r ,'n r r{OGEE`' VV. (�I TI -IE WrIRK PMD TO V!OU\TE, CANCEL, ALTER C;; SFT A IJE A`,°Y'JF THF_ PROVISIONS OF THE TECHNICAL COPES, NUR ,�-IALL ISSUANCE. OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS 111 PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE er 57 �`•.,`,`!-h l ; I h `'\\ ` it NOTE: THI5 STRUCTURE HAS BEEN DF51GNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2011 FLORIDA BUILDING CODE RESIDENTIAL 6TH EDITION SECTION 8301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, Ir WIND SPEED : 139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH WASP). 2, R16K CATEGORY 2 CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (`1) 3, WIND EXPOSURE = CATEGORY C 4, INTERNAL PRE66URE COEFFICIENT FOR ENCLOSED BUILDINGS IS ,IS AND HEIGHT 4 EXP06URE ADJUSTMENT COEFFICIENT 15 1,40 MICHAEL BAKER, SR. FL, LIC, M AR0011182 519 EAST 15T, STREET, UNIT " 101 SANFORD, FL 32111 (401)218-5662. Y` o v LL 4' R._ 00 LL r F,: 7L7A(1; on MICHAEL BAKER, SR. FL, LIC, M AR0011182 519 EAST 15T, STREET, UNIT " 101 SANFORD, FL 32111 (401)218-5662. E LEGAL. CV IFITION: N 48,75 FT OF LOT 16 + 5 26,25 FT Or LOT 11 BLK E BUENA V16TA E5TATE5 ACCORDING TO T'r: P li 1rcRcOF, A5 RECORDED IN FLAT BOOK 3 PG 2 OF THE PUBLIC RECORDS Or SEMINOLE COUNTY, F OR— D t 15,00'5, 00°06'05" E, 0 0 z . 0 m m+ 61TP- PLAN 15100' E, 00100'0011 N, SCALE: NOTE: THIS 5TRUCTURE HA5 E3EEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2011 FLORIDA l3UILDING CODE RESIDENTIAL 6TH EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, I, WIND SPEED -- 139MPH ULTIMATE WIND SPEED (YULT) AND 106 MPH (YASD), 2, RISK CATEGORY 2 CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (Y) 3, WIND EXPOSURE -- CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCL05ED i3UILDING6 IS ,IB AND HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 NOTICE TO BUILDER OR OWNER IT 15 THE INTENT OF THIS DESIGNER THAT THESE PLANS ARE ACCURATE AND ARE 0 w CLEAR ENOUGH FOR THE LICENSED PROFESS- IONAL TO CONSTRUCT TH15 PROJECT, IN THE EVENT THAT 60METHING 15 UNCLEAR OR NEEDS CLARIFICATION—STOP—AND CALL {, THE DESIGNER L16TED IN TH15 TITLE PAGE, IT 00 15 THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL OR OWNER THAT 15 CONSTRUCTING THIS PROJECT TO FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EX15TING CONDITIONS (PITCHES 4 DIMENSIONS) .ly BEFORE CONSTRUCTION BEGINS AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK 15 DONE AND TRU55E5 ARE CONSTRUCTED, E LEGAL. CV IFITION: N 48,75 FT OF LOT 16 + 5 26,25 FT Or LOT 11 BLK E BUENA V16TA E5TATE5 ACCORDING TO T'r: P li 1rcRcOF, A5 RECORDED IN FLAT BOOK 3 PG 2 OF THE PUBLIC RECORDS Or SEMINOLE COUNTY, F OR— D t 15,00'5, 00°06'05" E, 0 0 z . 0 m m+ 61TP- PLAN 15100' E, 00100'0011 N, SCALE: NOTE: THIS 5TRUCTURE HA5 E3EEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2011 FLORIDA l3UILDING CODE RESIDENTIAL 6TH EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, I, WIND SPEED -- 139MPH ULTIMATE WIND SPEED (YULT) AND 106 MPH (YASD), 2, RISK CATEGORY 2 CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (Y) 3, WIND EXPOSURE -- CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCL05ED i3UILDING6 IS ,IB AND HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 SHEET 2 MICHAEL BAKER, SR. FL, LIG, " AR0011152 519 EAST 1ST. STREET, UNIT « 101 SANFORD, FL 32111 (401)218-5662 0 w z LL {, LL 00 U. .ly SHEET 2 MICHAEL BAKER, SR. FL, LIG, " AR0011152 519 EAST 1ST. STREET, UNIT « 101 SANFORD, FL 32111 (401)218-5662 (4) 2-1/4" x 1/4" TAPCON5 ONE EACH CORNER l4 TGI M"I TYPICAL ANCHOR: 1-1/2"x 1-1/2"x 3/4" 36 K61 CLIP ANGLE6, ONE AT EACH 61DE (4 TOTAL) TO WITHSTAND 120 mph WIND PRE66URE FROM ANY DIRECTION. GONDr=N6ER MOUNTING lDEi. SCALE: N,T,6, WINDOW 4 DOOR AREA (6Q,FT,) ELEGTfRIGy4L NOTIE6 : LE65 THAN 20 SQ,FT, -39,6 PSI, I, ALL WORK SHALL COMPLY WITH THE LATEST EDITION ON THE "NATIONAL ELECTRICAL CODE" (NEC) -31,0 P6F GREATER THAN 50 AND UP TO 100 60T, 4 THE "FLORIDA BUILDING CODE" (FBC), GREATER THAN 50 AND UP TO 100 SQ,FT, -30,8 P5F 2, ALL CABLE SHALL BE COPPER UNLE66 OTHERWISE NOTED AND APPROVED, DUPLEX OUTLET 0 3, INDOORS CONDUIT SHALL BE ROMEX CABLE OR EQUAL, TRIPLE OUTLET 4, OUTDOORS UNDERGROUND CONDUITS SHALL BE 6CHEDULE-40 PVC UNDER PAVED AREAS, TRIPLE SPLIT WIRE OUTLET ® 5, CONTRACTOR SHALL FURNISHED ALL LABOR, MATERIALS AND EQUIP, FOR A COMPLETE ELEC. IN5T, A TELEPHONE JACK IN ACCORDANCE WITH THE ELECTRICAL DRAWINGS AND APPLICABLE CODES AND REGULATIONS, BELL SYMBOL OL. ,CIO, 6, ELEC, CONTRACTOR TO COORDINATE ALL OUTLET LOCATIONS WITH BLDG, AND ARCH, FIXTURES, TELEV16ION 1, ELCT, CONTRACTOR TO PROVIDE EMPTY CONDUITS A$ READ, FOR TELEPHONE LINES 4 T,V, ANTENA, EXHAUST FAN -n- 8, ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR, F__P D16CONNECT 9, ALL LIGHT FIXTURES AND FANS TO BE SELECTED BY OWNER, UNLESS OTHERWISE NOTED, FLOOR OUTLET 10, ADEQUATE SERVICE MUST BE PROVIDED FOR NEW ADDITION. CHANDELIER II, ELECTRICAL CONTRACTOR TO NOTIFY CITY IF PANEL NEEDS UPGRADE, TRACK LIGHTING (4) 2-1/4" x 1/4" TAPCON5 ONE EACH CORNER l4 TGI M"I TYPICAL ANCHOR: 1-1/2"x 1-1/2"x 3/4" 36 K61 CLIP ANGLE6, ONE AT EACH 61DE (4 TOTAL) TO WITHSTAND 120 mph WIND PRE66URE FROM ANY DIRECTION. GONDr=N6ER MOUNTING lDEi. SCALE: N,T,6, WINDOW 4 DOOR AREA (6Q,FT,) EX16TING NOME HAZARD LE65 THAN 20 SQ,FT, -39,6 PSI, DETECTION UPGRADES -31,0 P6F GREATER THAN 50 AND UP TO 100 60T, I, PROVIDE SMOKE DETECTORS IN ALL SLEEPING GREATER THAN 50 AND UP TO 100 SQ,FT, -30,8 P5F ROOMS AND WITHIN THE IMMEDIATE VICINITY OF DUPLEX OUTLET 0 SLEEPING ROOMS 4 CARBON MONOXIDE TRIPLE OUTLET DETECTORS WITHIN 10' OF ALL BLEEPING TRIPLE SPLIT WIRE OUTLET ® ROOMS IF NOT EXISTING, A TELEPHONE JACK 2, ALL SMOKE DETECTORS ARE TO HAVE BELL SYMBOL OL. ,CIO, BATTERY BACK UP AND BE HARDWIRE AND TELEV16ION INTERCONNECTED 60 THAT IN THE EVENT EXHAUST FAN -n- ONE 16 ACTIVATED, ALL ARE ACTIVATED (IF F__P D16CONNECT NOT EXISTING) UNLE66 SOLD FLOOR OUTLET INTERCONNECTED AND HARDWIRING WOULD CHANDELIER REQUIRE REMOVAL OF INTERIOR WALL OR TRACK LIGHTING CEILING FINISHES WHICH EXP05E THE THEATICAL STRIP STRUCTURE, CEILING FAN 3, ALL SMOKE DETECTORS ARE TO BE LOCATED NO LESS THAN 36" FROM CEILING BLADES. (4) 2-1/4" x 1/4" TAPCON5 ONE EACH CORNER l4 TGI M"I TYPICAL ANCHOR: 1-1/2"x 1-1/2"x 3/4" 36 K61 CLIP ANGLE6, ONE AT EACH 61DE (4 TOTAL) TO WITHSTAND 120 mph WIND PRE66URE FROM ANY DIRECTION. GONDr=N6ER MOUNTING lDEi. SCALE: N,T,6, MINI -SPLIT COMP, v EXIB ING CONNECT NEW CMU WALL TO EXISTING W/ N 5 EX15 REBAR AT 24 O,C, INTO 3/4"X6" PRE -DRILLED HOLES IN EXISTING CMU WALL, CONNECT WITH TWO PART EPDXY AS PER MANUFACTURERS SPECS, (TYP,) WP GFI EXISTING 6A7N EX16TIN6 5rt), RM, #3 Qa.D, t C.O. wI �� 8'-0" CLG, in 25 NEW LIVIN6 AR >A 8'-0° CLG, 1 BATH WINDOW 4 DOOR DESIGN PRE66URE WINDOW 4 DOOR AREA (6Q,FT,) NOTICE TO BUILDER OR OWNER LE65 THAN 20 SQ,FT, -39,6 PSI, IT 16 THE INTENT OF THI6 DESIGNER THAT -31,0 P6F GREATER THAN 50 AND UP TO 100 60T, THE5E PLANS ARE ACCURATE AND ARE GREATER THAN 50 AND UP TO 100 SQ,FT, -30,8 P5F CLEAR ENOUGH FOR THE LICENSED PROFE65- DUPLEX OUTLET 0 IONAL TO CONSTRUCT THIS PROJECT, TRIPLE OUTLET IN THE EVENT THAT SOMETHING 16 UNCLEAR TRIPLE SPLIT WIRE OUTLET ® OR NEEDS CLARIFICATION..5TOP.,AND CALL A TELEPHONE JACK THE DESIGNER L16TED IN THI5 TITLE PAGE, IT BELL SYMBOL OL. ,CIO, 16 THE RESPONSIBILITY OF THE LICENSED TELEV16ION PROPE66IONAL OR OWNER THAT 15 CONSTRUCTING THI5 EXHAUST FAN -n- PROJECT TO FULLY REVIEW THESE DOCUMENTS, F__P D16CONNECT VERIFY ALL EX16TING CONDITIONS (PITCHES 4 DIMENSIONS) FLOOR OUTLET BEFORE CONSTRUCTION BEGINS AND ANY AND CHANDELIER ALL CORRECTIONS, IF NEEDED, TO BE MADE TRACK LIGHTING BEFORE ANY WORK 15 DONE AND TRU56E6 ARE CONSTRUCTED, THEATICAL STRIP MINI -SPLIT COMP, v EXIB ING CONNECT NEW CMU WALL TO EXISTING W/ N 5 EX15 REBAR AT 24 O,C, INTO 3/4"X6" PRE -DRILLED HOLES IN EXISTING CMU WALL, CONNECT WITH TWO PART EPDXY AS PER MANUFACTURERS SPECS, (TYP,) WP GFI EXISTING 6A7N EX16TIN6 5rt), RM, #3 Qa.D, t C.O. wI �� 8'-0" CLG, in 25 NEW LIVIN6 AR >A 8'-0° CLG, 1 BATH WINDOW 4 DOOR DESIGN PRE66URE WINDOW 4 DOOR AREA (6Q,FT,) DE61GN PRE66URE LE65 THAN 20 SQ,FT, -39,6 PSI, GREATER THAN 20 AND UP TO 50 60T, -31,0 P6F GREATER THAN 50 AND UP TO 100 60T, -33,4 P6F GREATER THAN 50 AND UP TO 100 SQ,FT, -30,8 P5F ALL WINDOWS TO MEET U -FACTOR (0,4) AND 6HGC (0,25) BOTTOM OF ALL 2ND FLOOR WINDOWS TO BE 24" ABOVE FIN16H FLOOR 36'-8" fi 314" 16'-8" 3/0x6/8 3�- - _ LGT, AN USN6 DINING RM, EX15TING 8'-0" CLG, JI LGT, / NEW MINI_$PL IT UNIT WALL MOUNTED EXIST WINDOW ii =F-3 0 -mo ra KITCHEN EXISTING - ji EXISTING BATH II _"x)q9. t c.o, X15`�INC� BED, RM, ii 3.01 0 G. EXISTING WINDOW EXISTING WINDOWS EXISTING DR, EXI6Tlt 5 0 FLOOR 8 r=LECTRICAL FL -AN 3'-0' C) CONNECT NEW CMU WALL TO EXISTING W/ # 5 C) REBAR AT 24" O,C, INTO 3/4"X6" PRE -DRILLED HOL E6 IN EXISTING CMU WALL, CONNECT WITH TWO PART EPDXY AS PER MANUFACTURERS SPECS, (TYP,) I DH. EXIFING Q ral EX15TING DEN 3'-0" CLG, Wl 16 WINDOW ELECTRICAL 5YMBOOS EXISTING LIVING NOTE: NEW LIVING RECESS LIGHT ALL BRANCH CIRCUITS THAT SUPPLY 125 -VOLT., FLOOD LIGHT 61NGLE-PHA6E, 15 -AND 20- AMPERE OUTLETS INSTALLED 3 THREE WAY SWITCH IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED DUPLEX OUTLET 0 BY AN ARC -FAULT CIRCUIT INTERRUPTER L16TFD TO TRIPLE OUTLET PROVIDE PROTECTION OF THE ENTIRE BRANCH TRIPLE SPLIT WIRE OUTLET ® CIRCUIT, A TELEPHONE JACK ALL DETECTORS SHALL BE SMOKE 4 CARBON BELL SYMBOL OL. ,CIO, MONOXIDE COMBO, TELEV16ION ALL NON-GFI OUTLETS TO BE ON ARC FAULT EXHAUST FAN -n- INTERUPTERS AND TAMPER PROOF, F__P D16CONNECT GFI OUTLETS OUTDOORS, GARAGE, KITCHEN AND FLOOR OUTLET BATHS, CHANDELIER ALL ELECTRICAL TO BE IN ACCORDANCE WITH NEC, TRACK LIGHTING ELECTRICAL 5YMBOOS EXISTING LIVING LIGHT NEW LIVING RECESS LIGHT C� FLOOD LIGHT SWITCH 3 THREE WAY SWITCH LL DUPLEX OUTLET 0 DUPLEX SPLIT WIRED OUTLET TRIPLE OUTLET TRIPLE SPLIT WIRE OUTLET ® SPECIAL OUTLET (220) A TELEPHONE JACK 0 BELL SYMBOL OL. ,CIO, SMOKE 4 CO2 6EN60R DETECTOR COMBO TELEV16ION EXHAUST FAN -n- ELECTRICAL METER F__P D16CONNECT 10 FLOOR OUTLET ELEC. DISTRIBUTION PANEL CHANDELIER TRACK LIGHTING THEATICAL STRIP CEILING FAN AREA ANALY616 EXISTING LIVING WALL_ TYPE LEGEND NEW LIVING 182 EXIST, 8'-0" BLOCK WALLS EXIST, 8'-O" INT, FRAME WALLS NEW 8'-0" BLOCK WALLS = ; NEW 8'-0" INTERIOR FRAME WALL6 2,349 AREA ANALY616 EXISTING LIVING 1,561 NEW LIVING 182 TOTAL 2,349 SCALE: V;'=i'-0' THBEEN DE51GNED TO MEET IT EXCEED THE WINE) E 2011 FLORIDAFLORIDA1 UILDING CODE RE61DENTIAL 6 HEDITION6FCTTION R301 D �IGNCOF CRITERIA AND INCLUDING ASCE 1-10, I, WIND SPEED - 139MPH ULTIMATE WIND 6PEED (VULT) AND 108 MPH (VA60), 2, RISK CATEGORY 2 CONSTRUCTION TYPE - 5INGLE FAMILY RESIDENCE (V) 3, WIND EXP06URE = CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED f3UILDING616 ,18 AND HEIGHT d EXP06URE ADJUSTMENT COEFFICIENT 16 1,40 MICHAEL BAKER, SR. FL, LIC, r AR0011132 519 EAST I6T, 6TREET, UNIT # 101 6ANFORD, FL 32111 (401)218-5662 : mFzi 0 WN" 13& 0 z . LL z fe LL 0 0 0 IL 14 Emu 00 0 t!� MICHAEL BAKER, SR. FL, LIC, r AR0011132 519 EAST I6T, 6TREET, UNIT # 101 6ANFORD, FL 32111 (401)218-5662 2x4 NAILER END NOT EXP06ED TO WIND ?x VALLEY FRAMING (TYP,) *lp RIDGE OR HIP 2x RIDGE BOARD VERTICAL 5CA5 Q 4811 O,C, i RIDGE TO BE ONE 51ZE (MAX,) U1/ 4-10d NAILS 0 LARGER THAN RAFTER TOP AND PURR, CLIP Q BOTT, — 2x RAFTER----. 51MP50N A35 FA, RAFTER /� NAILS FRAMING ANCHOR 6IMP60N A35 EA, END SIMP80N A34 51MP50N A34 IA11 DIA, x 3 1/4" LAG 6CREW6 v 48" O,C. TO EVERY OTHER TRUSS OR RAFTER DRYWALL CEILING 2x6 RAFTER5 A 24" O,C, UP TO II' -011 SPAN: FOR LONGER 6PAN5 2x RIDGE BOARD SEE CONVETIONAL FRAMING RIDGE TO BE ONE SIZE CHART, SHEATHING LARGER THAN RAFTER -� FRAMING ANCHOR \- 4-10d TOE NAILS o RIDGE BOARD END VERTICAL SCAB TRUSSES OR RAFTERS, BEVEL OUT (TYP,) CONT, 211 x 4" NAILER5 (TYP.) (2) 1/4" DIA, x 3-1/4" LAG 6CREW5 e 48" O,C, SECTION ®� TO EVERY OTHER TRU55 OR RAFTER RELID PfRAMED VALLEY DETAIL. KT.6, NOTE: 1- TRU55E5 TO BE SHEATHED PRIOR TO VALLEY FRAMING 2- CONN. 2x4 NAILER TO ROOF W12-1/4" 0 X 3 1/4" LAG 5CREW5 a 48" O,C, - TO EVERY OTHER TRU65 OR RAFTER 3- CONN. 2x VALLEY FRAMING TO CONT. 2x4 a ONE END AND 2x8 RIDGE BOARD 9 OTHER END U61NG 6IMP50N A-35 FRAMING ANCHOR (OR EQUIV,) 4- ATTACH 2x4 VERT. 5CA5 TO 8', 12' AND 16' VALLEY FRAMING SPACED lw 48" O,C, MAX, AND CONN, W/4 16d NAIL5 Q TOP AND PURR, CLIP A34 a BOTTOM 5- VALLEY SECTION SPEATED AFTER FRAMING BEARING �' S'-0" A,F,F, WIN, WGT, Q 6'-811 A,F,F, FIN15H FLOOR BARING 8'-0” A,F,F, FINI5H FLOOR iC' `_IIS EXISTING ROOF EXISTING STRUCTURE NEW ROOF 12 3 I- 31 5Pr,O OYER G "L Yk{1ZED 1,APd OY:.iR 15 FEL T OYER W 0 U 5 E 11� A OY� '-. 053 (TYPJ STRIKE BLK, 4 PAINT D 30-8� NEW ADDITION REAR ELEVATION 25 YEAR ARC9lT`:fi,AL 6WINGLE5 ON a To. nGOFING FELT OVER IPQ" G'6 STRUCT, 5HEATHING OVER FRE -2i6.2. TRU55E5 ?4° O,C, D OFF RIDGE VENTING STRIKE V- t pl,jlT ---------------------- LEPT 611DE ELEVATION TING ROOF I EXISTING STRUCTURE i 1 ------------------ i 1 E 2 13 EXISTING ROOF E� I I I I I I EXISTING STRUCTURE SCALE: EXI5TING ROOF EXISTING 6TRUCTURE OFF RIDGE YcITING NEDJJ FI5ERGLA66 6HINGL E5 TO MATCH EXI6TING RIGWT ellDE ELEVATION SCALE: 1/4"=1'-0" BEARING m 81-011 A,F,F, WIN, WGT, >D 6'-811 A,F,F, STRIKE BLK, 4 PAINT L li FINISH FLOOR OVALE: WIN, HGT, tv 6'-8" A,F,F, FINISH FLOOR NOTE: THI5 STRUCTURE HA5 BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2011 FLORIDA 6UILDING CODE RESIDENTIAL 6TH EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, I, WIND SPEED = 139MPH ULTIMATE WIND SPITED (VULT) AND 108 MPH (VASD), 2, R15K CATEGORY 2 CONSTRUCTION TYPE -- SINGLE FAMILY RESIDENCE (V) 3, WIND EXP06URE - CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCLO5ED DUILDING616.16 AND HEIGHT 4 EXP06URE ADJUSTMENT COEFFICIENT 16 1.40 z NOTICE TO MILDER OfR OWNEIR IT 15 THE INTENT OF THIS DESIGNER THAT > 64 THFSF PLANS ARE ACCURATE AND ARE z CLEAR ENOUGH FOR THE LICENSED PROPE56- IONAL TO CONSTRUCT THIS PROJECT, LL .00 IN THE EVENT THAT SOMETHING 15 UNCLEAR Al�1 OR NEEDS CLARIFICATION„STOP„ AND CALL THE DESIGNER LISTED IN THIS TITLE PAGE, IT "' K a 15 THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL OR OWNER THAT IS CONSTRUCTING THI5 PROJECT TO FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING CONDITIONS (PITCHES 4 DIMENSIONS) BEFORE CONSTRUCTION BEGINS AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK 15 DONE AND TRU66E6 ARE CONSTRUCTED. BEARING �' S'-0" A,F,F, WIN, WGT, Q 6'-811 A,F,F, FIN15H FLOOR BARING 8'-0” A,F,F, FINI5H FLOOR iC' `_IIS EXISTING ROOF EXISTING STRUCTURE NEW ROOF 12 3 I- 31 5Pr,O OYER G "L Yk{1ZED 1,APd OY:.iR 15 FEL T OYER W 0 U 5 E 11� A OY� '-. 053 (TYPJ STRIKE BLK, 4 PAINT D 30-8� NEW ADDITION REAR ELEVATION 25 YEAR ARC9lT`:fi,AL 6WINGLE5 ON a To. nGOFING FELT OVER IPQ" G'6 STRUCT, 5HEATHING OVER FRE -2i6.2. TRU55E5 ?4° O,C, D OFF RIDGE VENTING STRIKE V- t pl,jlT ---------------------- LEPT 611DE ELEVATION TING ROOF I EXISTING STRUCTURE i 1 ------------------ i 1 E 2 13 EXISTING ROOF E� I I I I I I EXISTING STRUCTURE SCALE: EXI5TING ROOF EXISTING 6TRUCTURE OFF RIDGE YcITING NEDJJ FI5ERGLA66 6HINGL E5 TO MATCH EXI6TING RIGWT ellDE ELEVATION SCALE: 1/4"=1'-0" BEARING m 81-011 A,F,F, WIN, WGT, >D 6'-811 A,F,F, STRIKE BLK, 4 PAINT L li FINISH FLOOR OVALE: WIN, HGT, tv 6'-8" A,F,F, FINISH FLOOR NOTE: THI5 STRUCTURE HA5 BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2011 FLORIDA 6UILDING CODE RESIDENTIAL 6TH EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, I, WIND SPEED = 139MPH ULTIMATE WIND SPITED (VULT) AND 108 MPH (VASD), 2, R15K CATEGORY 2 CONSTRUCTION TYPE -- SINGLE FAMILY RESIDENCE (V) 3, WIND EXP06URE - CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCLO5ED DUILDING616.16 AND HEIGHT 4 EXP06URE ADJUSTMENT COEFFICIENT 16 1.40 MICHAEL BAKER, 5R. FL, LIC, # AR0011182 519 EAST 1ST. STREET, UNIT 1101 5ANFORD, FL 32111 (401)218-5662 S�� z 0 > 64 z LL .00 Al�1 -- "' K a *; to MICHAEL BAKER, 5R. FL, LIC, # AR0011182 519 EAST 1ST. STREET, UNIT 1101 5ANFORD, FL 32111 (401)218-5662 S�� SEE WALL SECTIONS FOR DETAILS 4" CONC, SLAB CLEAN COMPACTED FILL Q 55% STANDARD DENSITY AND TERMITE TREATED 5" C,M,U, FINISH FLOOR -MONOLITHIC FOOTING W/ (2) µ5 DIA, RODS CONT, ON CHAIRS EXTERIOR MA6ONfRY WALL FTG COT 6TORY) SCALE: 3/4 (1011 BEAM FOUNDATION NOTE6: 1-1/2" MIN, I, CONCRETE FOOTINGS SHALL NAVE A COMPREHEN661VE STRENGTH OF NOT LE55 A THAN 3,000 P,5,1, m 25 DAYS, 0 VERT, REINF, 2, ALL 4" CONCRETE 5LAB5 SHALL HAVE A COMPREHEN51VE STRENGTH OF NOT IN GROUTED z LE55 THAN 3,000 P.61 e 28 DAYS, 5LAB5 SHALL. BE REINFORCED WITH 6"x6" CLEANOUT REQID 10/10 W,W,M, ON 6 MIL, VAPOR BARRIER OVER CLEAN COMPACTED TERMITE FOR GROUT LIFT TREATED FILL.. (FIBERMESH OPTIONAL.) > 5 FT. UNLESS �-- 3, REINFORCE FOOTINC35 WITH #5 BARS AS INDICATED, ALL BARS SHALL BE FOOTING DWL, 15 NOT REQID, EMBEDMENT DEFORMED, 5HALL CONFORM TO A5TM SERIAL DESIGNATION A305 BE CLEAN AND STANDARD PER 203,33 FREE OF RUST 4 SCALE, SPLICES SHALL OVERLAP 25" MIN, HOOK FOOTING REINFORCING 4, FOR CONCRETE BLOCK WALLS PROVIDE CONCRTE FILLED CELL WITH 15 BAR 3" MIN, VERTICAL CONTINUOS REINFORCEMENT AT CORNERS 4 WALL FENESTRATION, ONE 6T0 Y MA60N Y WALL 5, EXTEND SLAB I - 11/2 AT DOOR OPENINGS, 6, CONTRACTOR SHALL VERIFY ALL DIMEN51ON5 AND FIXTURE LOCATIONS ON SITE BEFORE POURING OF CONCRETE SLAB, 1, MISSING DOWEL: PRE -DRILL 3/4" HOLE MINIMUM EMBEDMENT 5", REMOVE ANY AND ALL DUST FROM PRE -DRILLED HOLE, ADD TWO PART EPDXY AS PER MANUFACTURERS SPECS, PLACE CLEAN 0 5 REBAR INTO PRE -DRILLED HOLE FILLED WITH EPDXY. TURN ROD SLOWLY UNTIL REBAR HITS BOTTOM, DO NOT D15TURBED DURING SET TIME AS PER MANUFACTURERS 5PEC5, S, REINFORCED MASONRY WALLS: AVERAGE # 5 VERTICAL REINF, SPACING NOT TO EXCEED 61-0" EXCEPT AT DOOR OPENINGS, SEE WALL SECTIONS FOR DETAILS 4" CONC, SLAB CLEAN COMPACTED FILL Q 55% STANDARD DENSITY AND TERMITE TREATED 5" C,M,U, FINISH FLOOR -MONOLITHIC FOOTING W/ (2) µ5 DIA, RODS CONT, ON CHAIRS EXTERIOR MA6ONfRY WALL FTG COT 6TORY) SCALE: 3/4 (1011 MINI -0 COf SILLS, 6LEEPER5 OR ANY WOOD IN CONTACT WITH CONCRETE, MA50NRY OR CMU TO BE PRE66URE TREATED WOOD OR PROVIDE BUILDING PAPER OR STEEL PLATE BETWEEN WOOD 4 CMU OR CONCRETE (TYP,) =LL FULL W/ ROUT (TYP,) lit nto Ari I VUI\L-V \.,... w/ I d BAR CONT, FROM BEAM TO FOOTING, 6TEP DOWN TIE BEAM NOK ARD BEAM NOVICE TO BUILDER OR OWNER 1-1/2" MIN, IT 16 THE INTENT of THIS DESIGNER THAT A THESE PLANS ARE ACCURATE AND ARE 0 VERT, REINF, CLEAR ENOUGH FOR THE LICENSED PROFE55- IN GROUTED z IONAL TO CONSTRUCT THIS PROJECT, CLEANOUT REQID IN THE EVENT THAT 60METHING 15 UNCLEAR FOR GROUT LIFT OR NEEDS CLARIFICATION_5TOP..AND CALL > 5 FT. UNLESS �-- THE DESIGNER LISTED IN TH15 TITLE PAGE, IT FOOTING DWL, 15 NOT REQID, EMBEDMENT 15 THE RESPONSIBILITY OF THE LICENSED STANDARD PER 203,33 PROFE55IONAL OR OWNER THAT 15 CONSTRUCTING THIS HOOK FOOTING REINFORCING PROJECT TO FULLY REVIEW THESE DOCUMENTS, 3" MIN, VERIFY ALL EXISTING CONDITIONS (PITCHES 4 DIMENSIONS) ONE 6T0 Y MA60N Y WALL BEFORE CONSTRUCTION BEGINS AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE BEFORE ANY WORK 15 DONE AND TRUSSES ARE CONSTRUCTED. MINI -0 COf SILLS, 6LEEPER5 OR ANY WOOD IN CONTACT WITH CONCRETE, MA50NRY OR CMU TO BE PRE66URE TREATED WOOD OR PROVIDE BUILDING PAPER OR STEEL PLATE BETWEEN WOOD 4 CMU OR CONCRETE (TYP,) =LL FULL W/ ROUT (TYP,) lit nto Ari I VUI\L-V \.,... w/ I d BAR CONT, FROM BEAM TO FOOTING, 6TEP DOWN TIE BEAM NOK ARD BEAM x 1-1/2" MIN, z A COVER 0 VERT, REINF, IN GROUTED z CELL CLEANOUT REQID ra FOR GROUT LIFT 0 low > 5 FT. UNLESS �-- FOOTING DWL, 15 NOT REQID, EMBEDMENT STANDARD PER 203,33 NJ HOOK FOOTING REINFORCING 3" MIN, COVER ONE 6T0 Y MA60N Y WALL PVC OR C,I, PIPE SLEAVE AS REQID TO PIT PIPE 4 FITTINGS (MAX, 6" ID) 11/2" CLEAR IF TH15 DIM 15 LE56 THEN 3" ADD PVC 6LEAVE AS ABOVE IN LOAD BRIG WALLS ONLY, ADD 2-#5 x 4511 LONG CENTERED ON PIPE 4 WHERE PIPE MUST PA66 THRU FOOTING WHERE PIPE MAY PA55 BELOW FOOTING (2)µ5 REBARS 1w I -STY UTILITY CHASE THROUGH MONO FTG, SCALE: 3/4 = I, -Oil il CORNER REBAR 2511 2511 SEE PLAN 4 CONTINUOUS REBAR 2-05I8 REBAR 0 16TORY 3-µ5'8 REBAR a 2 STORY FACE OF FOOTING CORNER FOOTING DETAIL SCALE: 3/4" e 1'-0 POUNC)AT 11 ON PLAN SCALE. l,':1'-0' NOTE: TH15 STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENT5 OF THE 2011 FLORIDA BUILDING CODE RESIDENTIAL 6TH EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, 1, WIND SPEED . 139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASD), 2, RISK CATEGORY 2 CONSTRUCTION TYPE -- SINGLE FAMILY RESIDENCE (V) 3, WIND EXPOSURE = CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCLO5ED 13UILDING6 15 ,16 AND HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT IS 1,40 MICHAEL BAKER, SR. FL, LIG, r AR0011152 519 EAST IST, STREET, UNIT r 101 SANFORD, FL 32111 (401)218-5662 1 9 z A 0 > W 0 z E z ra w 0 low 0 MWA NJ oz SAO MICHAEL BAKER, SR. FL, LIG, r AR0011152 519 EAST IST, STREET, UNIT r 101 SANFORD, FL 32111 (401)218-5662 1 9 2x4 BLOCKS, (2) 16d NAILS Q EA, END, BLOCK ADJACENT BAYS Q EA, DIAGONAL AS SHOWN, PASTEN ROOF SHEATHING TO BLOCKS ui/Sd NAIL5 tv 6" O,C, (5)16d NAIL5 BRAG TO BLOCKING PROVIDE 2x4 BRAG TO EA, ADJ, DIAGONAL FASTEN TO DIAGONAL 02) 16d NAIL5, 1/16" 058, SHEATHING ( 5EE NOTE5 FOR NAILING REFER TO PLANS FOR PATTERN) 1011 �� EXACT 51ZE OF O,H, PROVIDE Sd NAIL5 4" O,C, TO GABLE TRU55 CONT, 2X6 F_-- 2X4'5 Q 2411 O,C, GABLE WEB BRACING ��— PER TRU55 MANUR GABLE END SHEATHING i STUCCO OYER GALVANIZED LATH OYER V FELT OVER HOUSE WRAP GABLE BRACING tv 48'I i - 1/2" ANCHOR BOLTS O,C, MAX, 4 1ROM 'U (MIN, 6" EMBED) MIN, 6" FROM HORIZONTAL (+/-10°) BRAG NOT REQUIRED 61 n EA, END AND 32" O,C, MAX, FROM EAYES. LIF_f ) 1.5TA-12 2411 O,C, BOT, OF PLT. TO PT 2x8 PLT,, CANT, FOR CLG, / GABLE TRU55, ATTACH 5TRAP TO NAILING SURFACE W/ 1/2 DIA, ANCHOR BEFORE PLT, 16 INSTALLED BOLTS ,v 32" O,C, PROVIDE 16d NAIL5 GABLE END TRU55 t0 PLt,,01 2" D,C, MAX, CMU WALL GABLE ENID CONNECTION IDE7"A 1L. SCALE : 3/4°= I'-0" DRIP EDGE liVl`I I IIVUVUV I VI W`i 14.1 VI 6,111J6.1\I,..,`t 1 i il-.i ; i SEE WALL SECTIONS UNDRLAYh1ENT bEiA 1L. SCALE : 311 ; 11.011 NOTICE TO BUILDER OR OWNER IT 16 THE INTENT OF TN15 gE51GNER THAT THESE PLANS ARE ACCURATE AND ARE CLEAR ENOUGH FOR THE LICENSED PROFE55- IONAL t0 CONSTRUCT TN15 PROJECT, IN THE EVENT THAT 50METHING Ib UNCLEAR OR NEEDS CLARIFICATION -STOP -AND CALL THE DESIGNER LISTED IN THIS TITLE PAGE. IT 15 THE RE6PON5181LITY OF THE LICENSED PROFE5510NAL OR OWNER THAT 15 CONSTRUCTING TW15 PROJECT TO FULLY REVIEW THESE DOCUMENTS, VERIFY ALL EXISTING CONDITIONS (PITCHES 4 DIMEN510N5) BEFORE coNStRUCtION BEGINS AND ANY AND ALL CORRECTIONS, IF NEEDED, TO BE MADE t`ioLl) D1:.JWI V AIVALY3I6 UPLI�T UNLESS NOTED OTHERWISE: I,) ALL CONNECTORS 4 FASTENERS t0 BE 51MP50N, 2,) CMU TO ROOF TRU55 - META18 W/ 9 - IOd x 11/2" EA, 64-50.1 (133) 3,) MISSING 5TRAP CMU TO ROOF TRU55 W/ 51MP, HTSMIo (8-I0d TO TRUSS, TO CMU (4) I/4"x 2-I/4" TAPCONS) 11151 033) ■ I® r u !tea TO MATCH EXISTING. BEFORE ANY WORK 15 DONE AND TRUSSES ARE CONSTRUCTED. SHINGLE LOADING 140 m.p.h. WIND 12 EXPOSURE C 3 � 4-3/16" HEEL BRC. 24" OVERHANG SQUARE GUT TYPICAL TRUSS END 5EAF21NG HEIGHTS - 8-0" NIC-sNT NOTIE IT 15 THE RE51"ON515ILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR 'iRU56E5 TO SUPPORTING STRUCTURE PER REACTIONS 5NOlUr1 ON TRUSS ENGsINEERIrlr. SPECIAL CONSIDERATIONS FOR I'IEGFIANIGAL EUUIPf-IENi AND/UR PLUI`1F31NC, (AND THEIR CONNECTIONS) IN TRUSS SPACE f9U5T BE piArRAt`If`IED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FApRIGATION. THIS COMPANY IS A TRU55 MANUFACTURER U1HU5E RE5PON51BILITIE5 ARE LIMITED TO TH05E pESCRIESED IN UJTCA I-1995 "DESIGN RE5PON5115ILITIE5". AGCURPINCaLY, IT DISCLAIMS ANY RE5PON51BILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DE51(�N, [DRAWINGS,DOCUMENTS INCLUDING THE INSTALLATION ANT) BRAGIN,_23 OF TRUSSES 1-tANUFAGTURED EY THIS COMPANY, CON/ENTIONAL I WAfRNING , ANENT BRACIN�_, 15 NOF THE RESPONSIBILITY OF THE TRUSS pESIGNER, PLATE 1`IANUFAC:TURER, OR TRUSS 11ANUFACTURER. PERSONS ERECTINCs TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING= WHICH 15 ALWAYS RE«UIRED TO PREVENT TOPPLING AND UOI"IINOING DURING ERECTION; AND PERMANENT BRACING lUl-IIC:H f'lAT' BE REQUIRED IN SPECIFIC APPLICATIONS, SEE "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING 1 BF:ACINC, OF NETAL PLATE CONNECTED WOOD TRUSSES RECUt-1Y-1ENDATIONS" (SCSI 200i) FOR FUR'fFIEF; INFORFIATIOr1, TRU55E5 SHALL BE IN5'CALLEp IN A STRAIGHT AND PLUI`IB POSITION. WHERE NO SHEATHING 16 APPLIED DIRECTLY TO "fOF' AND/OR BOTTOf`t CHORDS, 'fNEl' SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIr�N, TRU55E5 SHALL BE HANDLED U11TFI REA50NABLE CARE pURING ERECTION TO PREVENT DAt-1ACxE UR PERSONAL INJUR'r'. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS, ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY, TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES TRUSSES CCU -SPAN TRUSS CO. 407-321-1440 386-872-5098 / 352-557-4901 LONGWOOD ORMOND BEACH MASCOTTE CUSTOMER JOB NAME LOT/SLK/SU;3DI V SCALE PATE DRAWN SY JOB ■ I® r SHINGLE LOADING 140 m.p.h. WIND 12 EXPOSURE C 3 � 4-3/16" HEEL BRC. 24" OVERHANG SQUARE GUT TYPICAL TRUSS END 5EAF21NG HEIGHTS - 8-0" NIC-sNT NOTIE IT 15 THE RE51"ON515ILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR 'iRU56E5 TO SUPPORTING STRUCTURE PER REACTIONS 5NOlUr1 ON TRUSS ENGsINEERIrlr. SPECIAL CONSIDERATIONS FOR I'IEGFIANIGAL EUUIPf-IENi AND/UR PLUI`1F31NC, (AND THEIR CONNECTIONS) IN TRUSS SPACE f9U5T BE piArRAt`If`IED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FApRIGATION. THIS COMPANY IS A TRU55 MANUFACTURER U1HU5E RE5PON51BILITIE5 ARE LIMITED TO TH05E pESCRIESED IN UJTCA I-1995 "DESIGN RE5PON5115ILITIE5". AGCURPINCaLY, IT DISCLAIMS ANY RE5PON51BILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DE51(�N, [DRAWINGS,DOCUMENTS INCLUDING THE INSTALLATION ANT) BRAGIN,_23 OF TRUSSES 1-tANUFAGTURED EY THIS COMPANY, CON/ENTIONAL I WAfRNING , ANENT BRACIN�_, 15 NOF THE RESPONSIBILITY OF THE TRUSS pESIGNER, PLATE 1`IANUFAC:TURER, OR TRUSS 11ANUFACTURER. PERSONS ERECTINCs TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING= WHICH 15 ALWAYS RE«UIRED TO PREVENT TOPPLING AND UOI"IINOING DURING ERECTION; AND PERMANENT BRACING lUl-IIC:H f'lAT' BE REQUIRED IN SPECIFIC APPLICATIONS, SEE "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING 1 BF:ACINC, OF NETAL PLATE CONNECTED WOOD TRUSSES RECUt-1Y-1ENDATIONS" (SCSI 200i) FOR FUR'fFIEF; INFORFIATIOr1, TRU55E5 SHALL BE IN5'CALLEp IN A STRAIGHT AND PLUI`IB POSITION. WHERE NO SHEATHING 16 APPLIED DIRECTLY TO "fOF' AND/OR BOTTOf`t CHORDS, 'fNEl' SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIr�N, TRU55E5 SHALL BE HANDLED U11TFI REA50NABLE CARE pURING ERECTION TO PREVENT DAt-1ACxE UR PERSONAL INJUR'r'. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS, ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY, TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES TRUSSES CCU -SPAN TRUSS CO. 407-321-1440 386-872-5098 / 352-557-4901 LONGWOOD ORMOND BEACH MASCOTTE CUSTOMER JOB NAME LOT/SLK/SU;3DI V SCALE PATE DRAWN SY JOB ■ I® r u !tea TO MATCH EXISTING. S SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS 2, VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FBC 2017 RESIDENTIAL EDITION, 3, Roor VENT AREA FORMULA: 182 SQ, FT, OF GLC, ,AREA OF FREE VENTILATION REQ 1), 150+ 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE 4• `tENTILATION TO BE RIDGE OR OFF RIDGE VENTING OP PAIG eA NUMBER NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2011 FLORIDA BUILDING CODE RESIDENTIAL 6TH EDITION SECTION 8301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, I, WIND SPEED - 139MPN ULTIMATE WIND SPEED IVULU AND 108 MPH (YASDJ. 2, RISK CATEGORY 2 CONSTRUCTION TYPE : SINGLE FAMILY RESIDENCE (V) 3, llllNp EXPOSURE w CATEGORY G to w 0 z LL 0 C) I rim mygm IL 00 mama (D tn 4, INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING515 ,18 AND HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT 16 1,40 SWE6ET ■ I® r u !tea MICHAEL BAKER, 5R. rL• LIC, # AR0011182 519 EAST 16T, STREET, UNIT 0 101 SANEORD, FL 32111 1401) 218-5562 25 YEAR ARCHITECTURAL Kuur rl I UH NtK SHINGLES ON 15 Ib, R00>=1NG ELEVATION$ AND �� Roos PLAN 12 1x4 P.T, 6,Y,P, FELT OVER 1/16" 05135TRUCT. l) / (STUD GRAIDE) SHEATHING OVER PRE -ENG, TRU55E5 24" O,C, R-30 BATT, INSULATION ---- �, �� 1/4" X 2" TAPGON NEW 1/2" CEILING BOARD ill/41fi1�.� 0R 2x 6U13 FASCIA 3/1(0" X 2-1/2" TAPGON GALV, MTL, / �� PRE-ENGINEERED TRU55ES (1-3/ E1'"� BEDJ Ix DRIP � /� � ,j � � AT 24" O,C, PAMER 6CHEPUL E PAMER SCHEDULE DOOR SIZE MIN, X FSTNRS, DOOR SIZE MIN, " FSTNRS, EA, SIDE HEAD EA, Sip HEAD SINGLE DOOR 6.100 2,) ALL 51 :P � i I.1i3ER SMALL 5E 5PE ($PRIXE-PINE-FIR) 02 OR DOUBLE DOOR 6-100 x 1-1/2" 2068 - 3068 3 2 1 6 - 8 2x10 16" O,C, 11'-3" MAX $PAN 6 (1)51DE LITE 3 3 6 4,) MAX. I' HOLE DR -L L ED INTO EXTERIOR STRI�mAL STUDS, 7 2 MffRk 4 5 3065- W7__ (2) 510E LITER 3 3 f�26800 2000-3080 3 23060 kq 1Xo" O,C, 26'-1' MAX aPAA4 Q 12" O,C, INTERMEMTE, 3080 W/ (l) SIDE LITE)E 4 3 DBL, 3080 W/ LITE6ST 5 5 3080 W/ (2) 510E LITES 4 3 PLATE OR (?) [vi C A. SIDE TOE -NAILED TO PLATE, 10 -IOD x 1-1/2" FASCIAHURRICANE STRAP EA, TRU55 ~ SEE TRUSS LAYOUT 1X4 F,T, BUCK 1111 TAPGON FA,5TN ALUMINUM CONT, TIE BEAM FILLED WITH � SOFFIT CONG, AND IJ5 CONT, Ix2 BLOCKING - ENGINEERING SPECS. PRE -CAST LINTEL - 4" MAX. MA50NARY WIND LOAD FACTOR: -34,1 L55, PER 5Q, FT, 2" MIN, //.__OPENINGS +25,9 L55, PER 50, FT, ALUM, FRAME WINDOW WEAppER HEADER DOOR LOCATION MAY 13E AT ANY POINT ON A WALL 1/2" CEMENTITIOU5 FIN15H (TYP,) SEE MANUF, SPEC'S FOR BUCK BUCK FASTENER REQUIRED TO BE WITHIN 4" OF BUCK END ROUGH OPENINGS NO CLOSER THAT 2 FROM BUCK END SUDK B � K FASTENERS TO BE 5PACED EQUALLY SEE PLAN 4 FULL EM5ED, OF SCREW HEAD INTO BUCK DooR DOOR 13UCK TO 13E MIN, of [" THK, OPNG, z #5 VERTICAL REINF, CONTINUOUS FROM BOND BEAM TO FOUND, (BEE PLAN) PRECAST CONC, BILL DOOR OFENIN > CALL RNID ) 1/2" G15, B OVER VAPOR BARRIER 4 3/4" P,T, FURRING Q 24" O,C, Ix4 P,T, WINDOW BUCK W/ W/ MIN, R-3 INBUL, WOOD CA51NG TAPCONB AS PER SCHEDULE THRESHOLD u, HOLLOW MTL. DOOR o SILL i 7Iz 0'-0" FIN, FLR, R.., ..,, WWW WYIW1'AWIHW W WIIIIIIi111111NW WM4Fi1NW W W W WYY BEE FD' PLAN FOR FIN15H PER. ELEVATION, "5 VERT, BAR ON POURED CELL DETAILS F1NA1 GRADE JAME3 AT EXTERIOR POO ONE 6TO Y TVP. WALL 5ECTION SCALE: 3/4"=1'-0" VALLY FLASHING ROOFING ROOFING 5,5, = 28 ga, UNDERLAYMENT GALV, = 26 a (ZINC COATED G90) COMPATABLE NAIL5 g ---- UN T AT MIN 12 0 G CONNECTOR 6CHEDULE MODEL � WOOD 6TRUGTURAL NOTES,, UPLIFT (133) 6P1 I,) All trxq TO � �1PE�IES, GROUP, AND GRADE A5 NOTED BELOW, 4-101) 585 DAMAGED °''_oX9 T;OT TO BE USED, 6-101) 6.100 2,) ALL 51 :P � i I.1i3ER SMALL 5E 5PE ($PRIXE-PINE-FIR) 02 OR 6P4 6-100 x 1-1/2" BETTER 12LE$5 OTnEnI$E NO1E0. (FRE-Ea(G, TRI.IS$E$ EXCLUDED) 135 MT612 3,) D0 rAiT A' STRXNRAL DOUBLE TOP PLATE TO BE OFFSET AT 2x10 16" O,C, 11'-3" MAX $PAN 1000 LE 5T 4', -7TR1 T1JR•AL DOUBLE PLATES TO BE TILED o" O,C, 14 -IOD x 1-1/2" ?h9_122" O,C, 24'-10' 11AX aPAl�I 4,) MAX. I' HOLE DR -L L ED INTO EXTERIOR STRI�mAL STUDS, L5TA12 10-101) 5,) lat P^TTI -DOUBLE PLATE 17' O,C, OUTSIDE SPL ICE ZONE 805 L6TA24 -DOUBLE STUD$ e !>' O,C, 1235 -DOUBLE OR TRIPPLE HE 6" O,C, EDGE 22 -IOD kq 1Xo" O,C, 26'-1' MAX aPAA4 Q 12" O,C, INTERMEMTE, L6TA36 26 -IOD -HEADER TO $TI 0 � ;' O.C,EA. HEADER MEMBER, 1640 M5TA36 -STUD TO TOP OR BOTTOM PLATE : (2) 16d THRU 2050 PLATE OR (?) [vi C A. SIDE TOE -NAILED TO PLATE, 10 -IOD x 1-1/2" 6.) ROOF ;4FAT1*K TO BE MIN, I5/3?' r! '05009 OR 1/V, 0,5,5, HETA16 (2 PLY) 9-16D NAILED F� ROOF NAILING PATTERN DETAI! 1810 HU526 1,) GYP, BD. CEILING SHALL BE NAILED 9 1' OC, WITH Bd NAIL S, 6-160 GYP, D. JAL LS SHALL BE NAIL ED 3' O.C. IWiT�! Bd NAIL E5 20-16D 8-16D LIVE LOADS r� FBC 8301- 4 TABLE R3OL5 FGTR 2 - I/2 x 5" TITEN A, ATTIC Ul0 5TORA6E 10 P61', 5000 HTTI6 5, ATTIC 11V LKITED STORAGE 20 PSF, la -16D 3480 C, WABITA! ; ^TTIC5 AND ATTICS SERVED WITH FIXED STAIRS 30 P$F, I - 5/8" x 8" A,15, 32 - 160 SINKERS D, BALCONI:5 k D DECKS (EXTERIOR) 40 PSF, A5U44 I - 5/8" x a" A,B, E, FIRE E^;�'E5 40 PSF, 2200 ABU66 F, GUARDR�.$ AND NADRAllS 200 PSF, 12-160 2300 G, GUARDFU4, $ IN -FILL COMPONENTS 50 P$F, 26 - 16D x 2 - 1/2" 5/8" A,B, W, PA$"-' 6,E;Z Yom(_ E GARAGES 50 PSF, H2,5A 5 - a1) I, ROOW7 OT,�i:R VAX SLEEPING ROOM 40 r 3F. 415 H3 J, SLEE44 1X5 30 PRF, 4-81) 455 I�ALL. SHEATHING N�4ILM PATTERN 24 - IOD x 1- -1/-2"-1450 USE ad COMMON AWLS... PANEL EDGES 4" O,C, A35 12. aD x I -1/2" AT T;.ARP "EGMENT6: 3' O,C, INTERMEDIATE 450 MGT EL S�JJNERE: PANEL EDGES o' O.C. 22 -IOP 3965 W. O,C,I TERME )LATE 12 - IDD x 1- 1/2" .,010 FLOOR NAILING : ad 7 0' O,G, EDGES (GLUE 4 NAILD $Er HDQa 1 -1/8" DIA, A,B, .3 I?' o. c-, FIELD 8325 NGT -3 v ALL LATH A$V ! AT]d ATTACHMENTS SHALL BE OF CORROSION - RESISTANT MATERIALS, 16-10D 10530 EXPAND I IETA! GR 50rriN WIRE LATH o;�AL! BE ATTACHED WITH 1-Y2" LONG, II GAGE NAIL5 1 - ATR 3/4" x 8" (TOP 4 FACE) l8-lOD HAVING A;' l-�.�,q, GR %"LONG, 16 GAGE STAPLES, SPACED AT NO MORE THAN 6", MBNA (N=1 1/4") 1- ATR 3/4" x 8" (TOP 4 FACE) CONNECTOR 6CHEDULE MODEL � FASTENERS UPLIFT (133) 6P1 6-101) 4-101) 585 6P2 6-101) 6.100 890 6P4 6-100 x 1-1/2" IONAL TO CONSTRUCT TWI5 PROJECT, 135 MT612 14-10 x 1-1/2" 2x10 16" O,C, 11'-3" MAX $PAN 1000 MT520 14 -IOD x 1-1/2" ?h9_122" O,C, 24'-10' 11AX aPAl�I 1000 L5TA12 10-101) 15 THE RESPONSIBILITY OF THE LICENSED 805 L6TA24 IS -IOD 1235 L6TA30 22 -IOD kq 1Xo" O,C, 26'-1' MAX aPAA4 1640 L6TA36 26 -IOD BEFORE CONSTRUCTION BEGINS AND ANY AND 1640 M5TA36 26 -IOD 2050 HETA16 (I PLY) 10 -IOD x 1-1/2" 1805 HETA16 (2 PLY) 9-16D 1810 HU526 14-16D 6-160 HGU526-2 20-16D 8-16D _1550 2325 FGTR 2 - I/2 x 5" TITEN la -5D5 I/4"x3" 5000 HTTI6 I - 5/8" x 8" A,13, la -16D 3480 HTT22 I - 5/8" x 8" A,15, 32 - 160 SINKERS 5250 A5U44 I - 5/8" x a" A,B, 12-16D 2200 ABU66 I - 5/a" x 8" A,B, 12-160 2300 HTT5 26 - 16D x 2 - 1/2" 5/8" A,B, 5090 H2,5A 5 - a1) 6-161) 415 H3 4 - SD 4-81) 455 HT620 24 - IOD x 1- -1/-2"-1450 A35 12. aD x I -1/2" 450 MGT 1 - 5/8" x a" A,5, 22 -IOP 3965 6PH4,8PW6,6PHa 12 - IDD x 1- 1/2" 1360 HDQa 1 -1/8" DIA, A,B, 20 - 6D5 1/4"x3" 8325 NGT -3 2 -1/8" DIA, A,13, 16-10D 10530 M5WA 1 - ATR 3/4" x 8" (TOP 4 FACE) l8-lOD 3145 MBNA (N=1 1/4") 1- ATR 3/4" x 8" (TOP 4 FACE) 1a-1OD 1885 HT6M16 4 - 1/4" x 2 -1/4" TITEN 8 -IOD 1115 HUC412TF _ 16 - 3/16" x 2 -1/4" TITEN 6 -IOD 1125 M5TAM36 8 - 1/4" x 2 -1/4" TITEN 13 -IOD 1810 PUC612TF 16 - 3/16" x 2.1/4" TITEN 6 -IOD 1125 DTC 4 -SD 2-01) ALL. STRAPPING HARDWARE TO PT L -UMBER TO 13E GALVANIZED WEEP SCREEDS: A MINIMUM 0,019 INCH (NO 26 GALVANIZED SHEET GAGE) CORROSION RE615TANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3Y2" SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ABTMC 926, THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES A50YE PAVE AREAS AND BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING, THE WEATHER RE616TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE, THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED, BEE ELEV, FOR �DERLAYP EN -- / WOOD RASED EXTERIOR FINISHED TEXTURE) _ �q DECKING �� j SHEATHING - 055 ALUMN, WINDOW 8X8XI6 G,M,U, \ ��, _ NON-CORRO51YE DRIP pI ROOF SHEATHING / F `/ ' EDGE W/ MIN 2 LAP __ j (3� 15 8 FELT DRAINAGE PLANE JOINTS ------------- 1/8" u, / Ix4 P.T, WINDOW BUCK W/ s ` �_ / i ® PAPERBACK LATH (2) 3/16 DIA. x 13/4" TAPCONS EVENLY .• . � \ _ 1x2 PT WD -- NOMINAL05 1/all CO SPACED AT HEADER 4 SILL AND . _ BLOCKING % THICKNESS ORSIDING (3) 3/16" DIA, x 13/4" TAPCON5 EVENLY- - - SPACED ON SIDE BUCKS �� FASCIA --_-- j DRAINAGE PLANE OVERLAP OR WINDOW FRAME TO BLOCK PER," DRYWALL - / CONTROL BEAD FLASHING MANUFACTURERS 6PECINCATION5, 1/2 DR LL 1x6 P.T, FURRING STRIPS5/a / AND MEMBRANE STRIP OVER 4, WOOD FRAME / MASONRY INSULATION NOTE: NUM13ER5 INDICATE DRIP W6E DETAIL SEQUENCE OF INSTALLATION EXPANBION JOINT VALLEY FL45HING DETAIL WINDOW JAMB DETAIL SCALE .3" - 1'-0" 1" BELOW CONC, SCALE: I" � I'-0° SCALE : 3" . I'-0" I� MEMBRANE STRIP COVERING WOOD FRAME / MA50NRY NOTE: INTERSECTION UNDER ROOF EDGE EXPANSION JOINT EQUAL TO „5'-0" I, ALL EXTERIOR ACCESSORIES SHALL PROTECTO WRAP BT -20 XL - 9" TOP CHORD BLOCKING v 4-0 O,C, MAIX, _ I ROOF EDGE 13E PVC MATERIAL CONFORMING TO IN FIRST 3 FRAMING SPACES Q EA, END `A5TM STANDARDS DI164, C926, �_ WIDE, TO EXTEND 2" BELOW THE CMU Q Q- - --- -- C1063 AND 04216,O5/a" NOMINAL CEMENTITIOU5 FINISH 2 CAULK ALL UTT JOINTS EN " C3� O RIDGE 2 2000 03 q) BUILDING LENGTH ZONE I EDGES � TRUSSES 6" O,C, AND INTERMEDIATE TRU5$E512" O,C, X01 2 EDGER Q TRUSSES 6" O,C, AND INTERMEDIATE TRU5$E5' o' O,C, ZONE 3 EDGES � TRU$$E5 6" O,C, AND INTERMEDIATE TRUSSES 6' O,C, ROOF SHEATHING LAYOUT AND DIAPHRAGM BLOCKING ROOF ATTACHMENT PLAN FOR GA5LE END FRAMING ONLY SHEATHING SHALL BE FASTENED WITH MIN, 'ad RING SPANK TILS i�00� NA11�IN r)TAILA WOOD 6PAN5 R :FTER SPANS NOTICE TO BUILDER OR OWNER FLOOR JOISTS SPAN$ 28:61?" O,C, 14'-9" MAX 1r AH IT 15 THE INTENT OF THIS DESIGNER THAT 2x12 12" O,C, 23'-4" MAX SPAN 2xo %" O,C, 13'-5" MAIC ;PAIN THESE PLANS ARE ACCURATE AND ARE 2x12 16" O,C, 21'-2" MAX $PAN ?x8 ?4" O,C, 11'-9" MAX r,PA:I CLEAR ENOUGH FOR THE LICENSED PROFE55- 2x12 24" O,C, 16'-'0" MAX $PAN ?x3 P?" O,C, 19'-6" MAX �P:"1'I IONAL TO CONSTRUCT TWI5 PROJECT, 2x10 12" O,C, 19' -II" MAX SPAN 2x.3 "o" O,C, 11'-9" MAX $P�?I IN THE EVENT THAT SOMETHING 15 UNCLEAR 2x10 16" O,C, 11'-3" MAX $PAN 2x3 ?4" O,C, 13'-2" MAX AUI OR NEEDS CLARIFICATION.,5TOP,.AND CALL 2x10 24" O,C, 14'-1" MAX $PAN ?h9_122" O,C, 24'-10' 11AX aPAl�I THE DESIGNER LISTED IN TWI5 TITLE PAGE, IT Zw !'o" O,C, 22'-1" MAX* 6PA:I 15 THE RESPONSIBILITY OF THE LICENSED 2� 24" O,C, 1a' -I' M.AX iPAMI PROFESSIONAL OR OWNER THAT 15 CONSTRUCTING TH15 20 l?" O,C, 26'-1' M� �' �!d PROJECT TO FULLY REVIEW THE5E DOCUMENTS, kq 1Xo" O,C, 26'-1' MAX aPAA4 VERIFY ALL EXISTING CONDITIONS (PITCHES 4 DIMENSIONS) 2x.R ?4" O,C, 21'-4') �+C 6PA'I BEFORE CONSTRUCTION BEGINS AND ANY AND ALL CORRECTIONS, IF NEEDED, TO 13E MADE BEFORE ANY WORK 15 DONE AND TRUSSES ARE CONSTRUCTED. TOP CHORD BLOCKING v 4-0 O,C, MAIX, _ I ROOF EDGE 13E PVC MATERIAL CONFORMING TO IN FIRST 3 FRAMING SPACES Q EA, END `A5TM STANDARDS DI164, C926, �_ WIDE, TO EXTEND 2" BELOW THE CMU Q Q- - --- -- C1063 AND 04216,O5/a" NOMINAL CEMENTITIOU5 FINISH 2 CAULK ALL UTT JOINTS EN " C3� O RIDGE 2 2000 03 q) BUILDING LENGTH ZONE I EDGES � TRUSSES 6" O,C, AND INTERMEDIATE TRU5$E512" O,C, X01 2 EDGER Q TRUSSES 6" O,C, AND INTERMEDIATE TRU5$E5' o' O,C, ZONE 3 EDGES � TRU$$E5 6" O,C, AND INTERMEDIATE TRUSSES 6' O,C, ROOF SHEATHING LAYOUT AND DIAPHRAGM BLOCKING ROOF ATTACHMENT PLAN FOR GA5LE END FRAMING ONLY SHEATHING SHALL BE FASTENED WITH MIN, 'ad RING SPANK TILS i�00� NA11�IN r)TAILA WOOD 6PAN5 R :FTER SPANS CEILING JOISTS $P `1$ FLOOR JOISTS SPAN$ 28:61?" O,C, 14'-9" MAX 1r AH 2x4 12" O,C, $'-5MAXoPAN 2x12 12" O,C, 23'-4" MAX SPAN 2xo %" O,C, 13'-5" MAIC ;PAIN 2x4 16" O,C, 8'-1' MAX $PAI•! 2x12 16" O,C, 21'-2" MAX $PAN ?x8 ?4" O,C, 11'-9" MAX r,PA:I 2x4 24" O,C, 1'-3' M ;X $PAt�1 2x12 24" O,C, 16'-'0" MAX $PAN ?x3 P?" O,C, 19'-6" MAX �P:"1'I 2x6 12" O,C, 14'-$' MAX $PAT! 2x10 12" O,C, 19' -II" MAX SPAN 2x.3 "o" O,C, 11'-9" MAX $P�?I 2x6 16" O,C, 12' -II" MAX PAi`I 2x10 16" O,C, 11'-3" MAX $PAN 2x3 ?4" O,C, 13'-2" MAX AUI 2x6 24" O,C, 10'-6' MAX $PAN 2x10 24" O,C, 14'-1" MAX $PAN ?h9_122" O,C, 24'-10' 11AX aPAl�I 2x8 12" O,C, 10'-2" MAX $PAN Zw !'o" O,C, 22'-1" MAX* 6PA:I 2x8 16" O,C, 16'-1" MAX =XPAN 2� 24" O,C, 1a' -I' M.AX iPAMI 2x8 24" O,C, 13'-1" MAX $PAN 20 l?" O,C, 26'-1' M� �' �!d 2x10 12" O,C, 22'-9' M "X P4A•N kq 1Xo" O,C, 26'-1' MAX aPAA4 2x10 16" O,C, 19'-9' MAIC WAN 2x.R ?4" O,C, 21'-4') �+C 6PA'I 2x10 24" O,C, 16'-I' M "X P,A l B Do, ANGLES AND INTERSECTIONS AT TIME OF INSTALLATION. FL46HING DETAIL 0 GONG, 4 FRAME INTERFACE SCALE: NTS NOTE: TNI5 STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2011 FLORIDA BUILDING CODE RESIDENTIAL 6TH EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, I, WIND SPEED -13WH ULTIMATE WIND SPEED (VUL.T) AND 108 MPH (VASE)), 2, RISK CATEGORY 2 CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (Y) 3, WIND EXPOSURE - CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS ,18 AND HEIGHT 4 EXPOSURE NT5 ADJUSTMENT COEFFICIENT 16 1,40 SWEET 7 MICHAEL BAKER, SIT. FL, LIG, r AROOIII52 519 EAST 15T, STREET, UNIT # 101 SANFORD, FL 32111 (401)218-5662 z uj 0 > C4 W 0 z .. mj L z x0 IL mom0 0 W LL SWEET 7 MICHAEL BAKER, SIT. FL, LIG, r AROOIII52 519 EAST 15T, STREET, UNIT # 101 SANFORD, FL 32111 (401)218-5662 LINTr=L PLAN GENERAL NOTES 1, AREA5 OF BLOCK ABY, MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM, 2, (1) *5 REBAR IN TIE BEAM IS TO BE CONT, THROUGH OUT INCLUDING ABY, MASONRY OPENINGS, U,N,O, 3, ALL STANDARD LINTELS TO HAVE MIN, 4" BEARING EA, END ALL RECE55E0 LINTELS TO HAVE MIN, 8" BEARING EA, END HIGH STRENGTH PRECAST AND FRESTRESSED A DIVI310N OF FLORIDA ENGINEERED CONCRETE LINTELS AND BILLS CONSTRUCTION PRODUCTS CORPORATION P.O, PoA 24U l Ta¢pa, FlGrlda 33x23 Pnon3, 913-621-1641 LINTEL NOTES LINTEL NO, LENGTH IT 15 THE INTENT OF THI5 DESIGNER THAT COMMENTS/ L-1 MAT RIALS 8P16 IB/IT 06c 1, FIC PRECAST LINTELS -- 3500 P51, fiF6-!a 81`I2-15 2, FIG PRESTRESSED LINTELS -- 6000 PSI, DL -1 41-411 31 PIC GROUT e 3000 P51 W/ MAXIMUM 3/811 AGGREGATE. Mll!B 2'•10" (34°) PRECAST 41 CONCRETE MA50NRY UNITS (CMU) PER ASTM C90 W/ 3166 4413 MINIMUM NET AREA COMPRE551VE STRENGTH =1900 PSI, 2121 9004 5, REBAR PROVIDED IN PRECAST LINTEL PER ASTM 415 GR60, 11936 3166 FIELD REBAR PER ASTM A615 6R40 OR GR60, 6039 _1526 1526 6, PRESTRESSING STRAND PER A5TM A416 GRADE 10412 11936 210 LOW RELAXATION, 1651 1181 1. 1/32 WIRE PER ASTM A510, 2651 3403 8, MORTAR PER ASTM C210 TYPE M OR S, 4896 5644 GENERAL INSTALLATION NOTES 4021 6039 I, PROVIDE FULL MORTAR HEAD AND BED JOINTS, 9004 10412 2, SHORE FILLED LINTELS A5 REQUIRED, 5' 4° (64'J PRECAST 1184 3, INSTALLATION OF LINTEL MUST COMPLY WITH THE 1301 1809 ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS, 2826 3336 4, LINTELS ARE MANUFACTURED WITH 5-1/2" LONG NOTCHES AT THE 1665 2889 ENDS TO ACCOMODATE VERTICAL CELL REINFORCING AND 6036 5400 GROUTING, 1450 T4' (90") PRECAST 5, ALL LINTELS MEET OR EXCEED L1360 VERTICAL DEFLECTION, 1029 1615 EXCEPT LINTEL5 111411 AND LONGER WITH A NOMINAL HEIGHT OF 1994 2439 8" MEET OR EXCEED L/180, 3333 1029 6, BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE 2610 3839 BOTTOM OF THE LINTEL CAVITY, 6013 5041 1, 1/32" DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM 513 632 STEEL FOR MECHANICAL ANCHORAGE, 1469 1210 8, CAST -IN-PLACE CONCRETE MAY BE PROVIDED IN COMP061TE 1154 2021 LINTEL IN LIEU OF CONCRETE MASONRY UNITS, 1212 1818 9, SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALY616 3469 4030 PER AGI 318 AND AGI 530 10'-6" (126") PRECAST 45'0 SAFE LOAD TABLE NOT E6 802 1125 1, ALL VALUES BASED ON MINIMUM 411 BEARING, EXCEPTION: SAFE 1122 1328 LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF 658 1025 BEARING LENGTH 16 LE66 THAN 6-1/211, SAFE LOADS FOR ALL 2081 2114 RECE65ED LINTEL5 BASED ON 6" NOMINAL BEARING, 2404 II' -4' (136') PRECAST 2, N,R, - NOT RATED, 5°8 935 3, SAFE LOA05 ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD 1854 2355 ON THE SECTION SPECIFIED, 2015 5°-,8 4, SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 13'05 1854 5, ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY 3155 4044 THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED 362 421 MA50NRY ABOVE THE PRECAST LINTEL. 1028 1331 6, ONE #1 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 811 12241418 490 LINTELS ONLY, 148 1016 1, THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM 1855 2343 _ THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT, 8, FOR COMP061TE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT, g, ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT, ,REAS OF 5L.00IC AE3V, MASONRY OPENINO6 ARE TO BE GROUTED 60L.ID TO TIE BEAM. I, ALL VALUES BASED ON MINIMUM 411 BEARING, EXCEPTION: SAFE LOADS FOR UNFILLED 2, (1) #5 REBAR IN TIE BEAM 15 TO BE CONT, THROUGH OUT INCLUDING ABY, MASONRY OPENINGS, U.N.O. 3, ALL STANDARD LINTELS TO HAVE MIN, 4" BEARING EA, END ALL RECE66ED LINTELS TO HAVE MIN, 8" BEARING EA, END LINTr=L PLAN GENERAL NOTES 1, AREA5 OF BLOCK ABY, MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM, 2, (1) *5 REBAR IN TIE BEAM IS TO BE CONT, THROUGH OUT INCLUDING ABY, MASONRY OPENINGS, U,N,O, 3, ALL STANDARD LINTELS TO HAVE MIN, 4" BEARING EA, END ALL RECE55E0 LINTELS TO HAVE MIN, 8" BEARING EA, END HIGH STRENGTH PRECAST AND FRESTRESSED A DIVI310N OF FLORIDA ENGINEERED CONCRETE LINTELS AND BILLS CONSTRUCTION PRODUCTS CORPORATION P.O, PoA 24U l Ta¢pa, FlGrlda 33x23 Pnon3, 913-621-1641 NOTICE TO IBUIL DER OR OWNER LINTEL NO, LENGTH IT 15 THE INTENT OF THI5 DESIGNER THAT COMMENTS/ L-1 THESE PLANS ARE ACCURATE AND ARE 8P16 IB/IT 06c CLEAR ENOUGH FOR THE LICENSED PROFESS- fiF6-!a 81`I2-15 IONAL TO CONSTRUCT THIS PROJECT, DL -1 41-411 IN THE EVENT THAT SOMETHING IS UNCLEAR Mll!B 2'•10" (34°) PRECAST OR NEEDS CLARIFICATION„ STOP„ AND CALL 3166 4413 THE DE515NER LISTED IN THI5 TITLE PAGE. IT 2121 9004 15 THE RESPONSIBILITY OF THE LICENSED 11936 3166 PROFESSIONAL OR OWNER THAT 15 CONSTRUCTING THIS 6039 _1526 1526 PROJECT TO FULLY REVIEW THESE DOCUMENTS, 10412 11936 VERIFY ALL EXISTING CONDITIONS (PITCHES 4 DIMENSIONS) 1651 1181 BEFORE CONSTRUCTION BEGINS AND ANY AND 2651 3403 ALL CORRECTIONS, IF NEEDED, TO BE MADE 4896 5644 BEFORE ANY WORK 15 DONE AND TRU55E5 ARE CONSTRUCTED. 4021 6039 LINTr=L PLAN GENERAL NOTES 1, AREA5 OF BLOCK ABY, MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM, 2, (1) *5 REBAR IN TIE BEAM IS TO BE CONT, THROUGH OUT INCLUDING ABY, MASONRY OPENINGS, U,N,O, 3, ALL STANDARD LINTELS TO HAVE MIN, 4" BEARING EA, END ALL RECE55E0 LINTELS TO HAVE MIN, 8" BEARING EA, END HIGH STRENGTH PRECAST AND FRESTRESSED A DIVI310N OF FLORIDA ENGINEERED CONCRETE LINTELS AND BILLS CONSTRUCTION PRODUCTS CORPORATION P.O, PoA 24U l Ta¢pa, FlGrlda 33x23 Pnon3, 913-621-1641 LIWEL 6GPIEDULE LINTEL NO, LENGTH TYPE COMMENTS/ L-1 41-611 8P16 IB/IT 06c 02-06LENGTH fiF6-!a 81`I2-15 eflE 19 DL -1 41-411 8F14 15/IT Mll!B 2'•10" (34°) PRECAST 2302 3166 4413 6039 2121 9004 10412 11936 3166 4413 6039 _1526 1526 9004 10412 11936 4'-6' (54") PRECA5T 1651 1181 1913 2651 3403 4149 4896 5644 2110 4021 6039 1526 9004 10412 9668 5' 4° (64'J PRECAST 1184 1223 1301 1809 2311 2826 3336 3846 1665 2889 5051 6036 5400 6424 1450 T4' (90") PRECAST 161 1029 1615 NOTES: PLACE 4" CMU CAP COURSE ON TOP Or LINTEL FOR TRANSOM WINDOW SILL HEIGHT, CALE: 1/8°=11-0' LINTEL MINIMUM DEPTHS ARE CALLED oil. x rhiTRA TOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PWA I, DOING N 5 r,�E STRENGTH OF THE LINTEL. (k) ANY LINTEL DEEPER THAN 32" HAS BEEN 'dF�ZiRa) TO WORK A5 A MIN, 3? FOR THE LOAD CONDITIONS, NOTE: ANY LINTEL GREATER THAN 32" HAS A G;tiT CF,CITY AND THEREFORE to ADEQUATE FOR THE LOADS, TYPICAL LINTEL LEGEND TYPE IDE51G ELATION F : FILLED'tArA GROUT / U 021-r!!ED Q:A ITITY OF #5 REBAR AT F_50lT(.',N OF LINTEL CAVITY O1(oWIE3/I`i= NOMINAL WIDrd QUANTITY of #5 REBAR AT TOP NOMINAL �TGAT #5 REBAR AT TOP MIN, (1) REQID r :-`� ,!V" CL EAR r 471 C,M.U, o CARQJT r? ;EAR AT BOTTOM ° OF L 11TEL CAVITY - WTTOIM REINFORCING II FIROY1DED IN LINTEL 1.5/8 ACTUAL C!:-niES) 3' WMINAL WIDTH �1 SAFE LOAD TABLES FOR GRAVITY, UPLIFT 4 LATERAL LOADS 8" PRECAST 4 PRESTRESSED U -LINTELS SII PRECAST 4 PREVRE55ED U -LINTELS GRAVITY - TYPE LENGTH TTP£ ___ - - SU8 eF6-0a BFI2 -0a eF0-09 l6-09 652 x524-02 06c 02-06LENGTH fiF6-!a 81`I2-15 eflE 19 eF2o-19 e1`24-115 652E-19 Mll!B 2'•10" (34°) PRECAST 2302 3166 4413 6039 2121 9004 10412 11936 3166 4413 6039 _1526 1526 9004 10412 11936 4'-6' (54") PRECA5T 1651 1181 1913 2651 3403 4149 4896 5644 2110 4021 6039 1526 9004 10412 9668 5' 4° (64'J PRECAST 1184 1223 1301 1809 2311 2826 3336 3846 1665 2889 5051 6036 5400 6424 1450 T4' (90") PRECAST 161 1029 1615 2385 1994 2439 2886 3333 1029 4'015 2610 3839 5596 6013 5041 9' 4" (112') PRECAST 513 632 1049 1469 1210 1482 1154 2021 168 1212 1818 2544 3469 4030 3121 10'-6" (126") PRECAST 45'0 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2114 3130 2404 II' -4' (136') PRECAST 445 5°8 935 1365 1854 2355 1193 2015 5°-,8 935 13'05 1854 2441 3155 4044 13'-4' (160") PRECAST 362 421 126 1028 1331 1635 12241418 490 485 148 1016 1438 1855 2343 _ 2920 SII PRECAST 4 PREVRE55ED U -LINTELS ROUGE VALUE 13T 257, FOR GRADE 40 FIELD RFBAR 8" PRECAST W/ 211 RECE55 DOOR U -LINTELS GRAVITY - TYPE LENGTH BRUv UPLIFT ERF10-0a 6RFI4-05 6RF"b 6RM-05 6RF25-09 LA11'RAL TYPE LENGTH 8F6 -IT 0124 eFlOT eW-IT 6524 -IT ef:e-IT F32 -IT 8� 8FB 6F&7T 6FI2-2T 6515-7T 2520-2T 6524-2T 8F26 -2T 6F32 -7T 2'-10" (34") PRECAST 2121 2818 4101 5332 6569 1811 9055 2021 2021 2121 2184 3981 5190 6401 1630 8851 4' 6" (54"J PRECAST _ 1660 _ 1162 2501 3251 1028 4161_ 5525 121 121 1660 1105 2435 _4010 3111 3913 4658 5406 5'4" (04") PRECA5T 1393 1484 2110 2141 3315 4010 4648 505 505 1393 1431 2050 2610 3293 3920 4549 1' 6" (90") PRECA5T 9591 912 1415 1914 2354 2191 3240 591 651 990 1029 1466 1901 2351 2191 3245 9' 4" (112") PRECAST 801, 612 980 1269 1560_ 1852 2144 454 630 B01 155 1192 1550 1910 2211 2634 10'6"(126") PRECAST 116, 193 1021 1261 14% 1131 396 493 _498_ 116 0 1039 1389 Illi 2034 2358 II' 4" (136"J PRECAST 666# 439 696 899 1104 1309 1515 303 556 666 535 905 1295 1595 1896 2198 13' 4" (160") PRECAST 500' 340 532 686 841 991 1153 302 398 513 409 682 1004 1361 1631 1891 19'-4" (232") PR£6TRE66ED 165 201 313 490 518 661165 N,R, 204 239 383 F4,11 136 940 1160 ROUGE VALUE 13T 257, FOR GRADE 40 FIELD RFBAR 8" PRECAST W/ 211 RECE55 DOOR U -LINTELS 611 PRECAST W/ 2" RECESS DOOR U -LINTELS GRAVITY - TYPE LENGTH BRUv 8RF6-0a ERF10-0a 6RFI4-05 6RF"b 6RM-05 6RF25-09 6RF30-05 fiRF6-'9 6RFI0-B aRF14-5 6RFJV5 eRF22-5 BRF26-19 eRF3o-I9 4'-4' (52') PRECAST 1489 1591 3053 2982 3954 4929 5904 6880_ 1821 _ 3412 4982 6412 1941 9416 10818 T-6' (90") PRECAST 665 161 1311 2252 1958 2451 2944 3439 164 1311 2329 3609 5492 6624 5132 11'4" (136') PRECAST 362 421 126 1028 1331 1635 1224 1418 485 148 1016 1438 1855 2343 2920 194' (232") PRESTRE55EDNR N.R. 1004 NR NR NR NR NR NR 240 400 150 1090 1400 1120 2030 611 PRECAST W/ 2" RECESS DOOR U -LINTELS REDUCE VALUE BY 15k FOR GRADE 40 FIELD REBAR FOR PROPER LINTEL HEIGHT,G,C, COORDINATE, LINTEL PLAN NOTES: I- TH15 PLAN 15 TO BE USED FOR STRUCTURAL INFORMATION ONLY, 2- UNLE55 NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH, 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL 4 THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4- THE CONTRACTOR 15 RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT, 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS, THE DEPTH MAY BE INCREASED IF REQUIRED NOTE: THIS INFORMATION 15 BASED ON THE DATA SUPPLIED BY CAST -CRETE AND ITIS ENGINEERS, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS, CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR DIMENSIONS AND CONDITIONS OF THE JOB AND THE DESIGNER OR ARCHITECT MUST BE NOTIFIED IN WRITING OF ANY VARIATION FROM THE DIMENSIONS, CONDITIONS AND SPECIFICATIONS APPEARING ON THESE PLANS, NOTE: THI5 STRUCTURE µA5 BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2011 FLORIDA BUILDING CODE RESIDENTIAL 6TH EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, 1, WIND SPEED . 139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASD). 2, R16K CATEGORY 2 CONSTRUCTION TYPE - 51NGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE - CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS 15 ,IS AND HEIGHT d EXPOSURE ADJU5TMENT COEFFICIENT 15 1,40 UPLIFT LATERAL LENGTH - TYPE 6W -IT 8RF10-I1 6RFI4-IT 6RFl6-IT aRF22-IT aRF76l eRF30-IT aR 6 aRf6 6RFFr7i fiRFiO.2T BRFI4-1T 6RFI8-1T 8RF71-2T bRF26-2i 2RFA-2T 4'-4" (52") PRECA5T 1244 1513 2413 3260 4112 4961 5825 932 932 1244 9 2339 3110 08 4850 5696 1'-6" (90') PRECAST 688 691 1325 1810 2280 2153 3221 110 941 688 849 1302 1162 2225 2690 3151 II' -4" (136') PRECAST 0000 340 532 686 _ 841 991 1153 398 513 409 682 1004 1361 1631 -18T,-]302 REDUCE VALUE BY 15k FOR GRADE 40 FIELD REBAR FOR PROPER LINTEL HEIGHT,G,C, COORDINATE, LINTEL PLAN NOTES: I- TH15 PLAN 15 TO BE USED FOR STRUCTURAL INFORMATION ONLY, 2- UNLE55 NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH, 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL 4 THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4- THE CONTRACTOR 15 RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT, 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS, THE DEPTH MAY BE INCREASED IF REQUIRED NOTE: THIS INFORMATION 15 BASED ON THE DATA SUPPLIED BY CAST -CRETE AND ITIS ENGINEERS, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS, CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR DIMENSIONS AND CONDITIONS OF THE JOB AND THE DESIGNER OR ARCHITECT MUST BE NOTIFIED IN WRITING OF ANY VARIATION FROM THE DIMENSIONS, CONDITIONS AND SPECIFICATIONS APPEARING ON THESE PLANS, NOTE: THI5 STRUCTURE µA5 BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2011 FLORIDA BUILDING CODE RESIDENTIAL 6TH EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, 1, WIND SPEED . 139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASD). 2, R16K CATEGORY 2 CONSTRUCTION TYPE - 51NGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE - CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS 15 ,IS AND HEIGHT d EXPOSURE ADJU5TMENT COEFFICIENT 15 1,40 MICHAEL BAKER, SR. FL. LIC, # AR )011182 519 EAST 157, 57REE7, J UNIT # 101 SANFORD, FL 32111 (401)218-5662 C�1 d 4 4 q. 4 m,ur;o,: ,p ,;' i- 0 LL wmia" W LL 0 RAW In 13 0 IL iW', q MICHAEL BAKER, SR. FL. LIC, # AR )011182 519 EAST 157, 57REE7, J UNIT # 101 SANFORD, FL 32111 (401)218-5662 C�1 d 4 4 q. 4