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336 Red Rose Ln 15-2223 (a)REVISIONS REV. # DATE DESCRIPTION 1 08-14-14 ARCH BID/CHK SET 2 02-16-15 KITCHEN ELECTRICAL REV FLUORESCENT S1 FOUNDATION PLAN CHANGED TO RECESS LIGHTING FRAMING WALK-THRU REVISION 3 04-22-15 -STAIR REVISION: -OPTIONAL SINK IN THE MASTER BATHROOM I I i STANDARD I 1 EXTERIOR ELEVATIONS ELEV. A -BEDROOM 5 OPT. ADDED SECOND FLOOR PLAN N ATTIC ACCESS ON 2ND FL RELOCATED ' cn � 3A.1 EXTERIOR ELEVATIONS ELEV. A -NICHES AT FOYER WERE ELIMINATED FLOOR / LOW ROOF FRAMING PLAN -KITCHEN LAYOUT REVISED U 4A -LANAI OPTIONS ADDED Cn — O 0 -OPT SINK BATH 2 CHANED TO STANDARD O 5 -LINEN CLOSET AT MASTER BATH ENLARGED -STONE VENEER ELIMINATED AT ELEV B. L1 LINTEL PLAN tO��OZr j i7doaL_T11t�.,>h*5 L2 MORGAN -2513 IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. RECORD COPY REVIEWED FOR CODE COMPLIANCE `- PLS ER 1 DATE SANE RD B I DING DTVI ION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection - 2 2 2 ED THB-14-MORGAN-DISCOVERY-A-RIGHT REVISIONS REV. # DATE DESCRIPTION 0 MASTER u 04�23�15 REV. F 7 REDRAW REV. 08-1 1-1 5i M ASTEP Hoo E w~�� 0 I . O o coo O r' -owe x• �m��m c C n DRAWING INDEX PAGE DESCRIPTION PAGE DESCRIPTION PAGE DESCRIPTION CO COVER SO STRUCTURAL NOTES 1A FIRST FLOOR ELEVATION A S1 FOUNDATION PLAN 2A SECONDFLOOR ELEVATION A S2 FLOOR PLAN I I i � I 1 EXTERIOR ELEVATIONS ELEV. A S3 SECOND FLOOR PLAN N w ' cn � 3A.1 EXTERIOR ELEVATIONS ELEV. A S4 FLOOR / LOW ROOF FRAMING PLAN Z U 4A ROOF PLAN LAYOUT ELEVATION A Cn — O 0 1 O 5 STAIR SECTION / INT ELEVS L1 LINTEL PLAN tO��OZr j i7doaL_T11t�.,>h*5 L2 SAFE LOAD TABLES i i co z�rr v0 O w "a 9 E1 1st FLOOR ELECTRICAL PLANS ti I H � Vi 0 �` ;' '�• ^ Q WPI FLASITYNG DETAILS D1 DETAILS v� WP2 FLASHING DETAILS D2 DETAILS ! W011)" mCdAmmm D3 DETAILS D4 DETAILS D5 DETAILS M ASTEP Hoo E w~�� 0 I . O o coo O r' -owe x• �m��m c C n 1 I I a � Q I I i � I 1 j N w ' cn � � N O Z U 1 O <C Cn — O 0 1 O O - C` O tO��OZr j i7doaL_T11t�.,>h*5 g i i co z�rr v0 O w "a 9 j LU a LL� z cU ti I H � Vi 0 �` ;' '�• ^ Q 1 � m x Q LU U ❑ v� o ! W011)" mCdAmmm 1 1 I I a � Q I I i � ' z O M w ' cn ,, � N O Z U 1 O <C Cn — O 0 1 O L Q O I �m 1 i r0 z title: COVER SHEET n z project no. 2015356 a checked: AB/EA/MC m drawn: date: 06-17-15 N scale: AS SHOWN ' �I co The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL, BUILDING CODE and is certified as such. 14" 12'-3 1/4" - - 40'-011 281-8-1 —__-- .1'-4" . 12'113/4" — _ —BOT. OF LINTEL 8'-V' — — _ 11 1111_ — — ._ — ——BOT_OF LINTEL 8'-0" — PRECAST LINTEL PRECAST LINTEL J COVERED LANAI 9'4" CLC. 28'-8" X 8'-0" Z J 5'-611 T-10" 3'-10" 6'-3 1/2" 61-211 i1LU ,I Z V-10 1/2" J OIU FJ w q 42" x 42" CONC. A/C PAD I "- m 8° P GENERAL NOTES 11 8 O 1. MISCELLANEOUS ml a LOAD BEARING). 8'-0" TOP OF CMU a. PLANS ARE TO SCALE AS NOTED, UNLESS SPECIFIED N.T.S 72 O DO NOT SCALE PLANS. �S CL zo INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR b. ALL DIMENSIONS AND SITUATIONS PERTAINING TO THE BUILDING ARE TO BE VERIFIED PRIOR ti M "- (D LOAD BEARING). 8'-8" TOP OF CMU TO BEGINNING OF CONSTRUCTION. NOTIFY B & A DESIGN STUDIO, INC. OF ANY DISCREPANCIES. 4 7 DW o o INDICATES 8x8xl6 (NOM.) C.M.U. (EXTERIOR MAY BE + OR -. LOAD BEARING). 9'4" TOP OF CMU 2. EXTERIOR WALLS tv INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR a. ASSUME ALL EXTERIOR WALLS TO BE LOAD BEARING. c1 LOAD BEARING). 9'4" TOP OF CMU 111111111113 b. SEE FOUNDATION PLAN FOR CMU WALL REINFORCEMENT LOCATIONS. < c. INTERIOR SURFACE OF CMU WALL TO HAVE 1/2" GPBD APPLIED TO 1x P.T. VERTICAL FURRING BATTS SPACED INDICATES 8x8xl6 (NOM.) C.M.U. (EXTERIOR @ 16" Q.C. ATTACH FURRING TO CONCRETE WALL AS REQUIRED. O LOAD BEARING). 10-4' TOP OF CMU d. SECOND FLOOR EXTERIOR WALLS TO BE WOOD STUDS. 3 Q V 3. INTERIOR WALLS:_ INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR WOOD FRAMING: SINK 2 -5 ( i. ALL PLATES AND SLEEPERS ON CONCRETE SLAB, WHICH ARE IN DIRECT CONTACT WITH THE EARTH, INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR SHALL BE PRESSURE TREATED. ii. ALL INTERIOR WALL PLATES, OTHER THAN SHEAR WALLS, ON CONCRETE SLAB TO BE ATTACHED WITH LOAD BEARING). 12'-0" TOP OF CMU POWER ACTUATED FASTERNERS, SPACED @ 48" O.C. MAX. KITCHEN INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR iii. ALL WOOD BRG. INTERIOR PARTITIONS SHALL BE 2x4 STUDS SPACED (2 16" O.C. WITH DOUBLE TOP PLATE. FAMILY TOWNHOMES iv. FIREBLOCKING/ DRAFTSTOPPING TO BE PROVIDED IN THE FLOOR/CEILING ASSEMBLIES ABOVE AND IN DINING INDICATES WALLS TO BE UTILIZED FOR TRUSS -1 G. BEARING 2x4 WOOD STUDS @ 16" O.C. U.N.O. SHEATHING ABOVE AND IN OTHER LOCATIONS PER SECTION R602.2. 1/R302.11 OF THE 2014 FERC INDICATES WOOD STUDS 24" O.C. MAX. CODE. (NON LOAD BEARING INTERIOR PARTITIONS 4. WOOD: CPT TILE 9964" INDICATES WET WALLS, 2X WOOD STUDS "NATIONAL SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 9'-4" CLG. b. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK IS TO BE PRESSURE TREATED. c. SEE STRUCTURAL GENERAL NOTES. 9'-4" CLG. WATER HEATER: 5. FINISHES: a. ACCESSIBLE SPACE UNDER STAIRS SHALL BE PROTECTED BY 112" GYPSUM BOARD. u 17'-11 X 15'-0" PROVIDE MINAO GALLON WATER HEATER c. HIGH HUMIDITY AND WET AREAS SHALL HAVE 1/2" DENSSHIELD TILE BACKER GYPSUM BOARD. 11'-3 X 12'-0" d. ALL INTERIOR CEILINGS SHALL HAVE Y2" SAG- RESISTANT GYP BD. WATER HEATERS SHALL BE INSTALLED A MIN. e. ALL EXTERIOR CEILINGS (PORCH & PATIOS) SHALL HAVE Y2' SAG- RESISTANT GYP SOFFIT BOARD. e OF 18" ABOVE FLOOR PER FBCR G2408.2 f. STUCCO SURFACES TO HAVE STOPS, WEEP SCREEDS, AND EXPANSION JOINTS PER CODE. EXCEPTION: g. TILE IN TUBS, SHOWERS, AND WALL PANELS IN SHOWER AREAS ARE TO HAVE CEMENT, FIBER -CEMENT, OR APPLIANCES THAT ARE LISTED AS FLAMMABLE GLASS MAT GYPSUM BACKERS 8702.3.8.1 /R702.4.2 2014 FBRC r F VAPOR IGNITION RESISTANT. DO NOT HAVE h. FBC2014 TABLE R302.6:5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT IS REQUIRED FOR A GARAGE CEILING WITH � W o WET AREAS: 6. CABINETS: 00 a. CABINET MANUFACTURE'S SHOP DRAWINGS TAKE PRECEDENCE OVER THE INTERIOR CABINET y T ELEVATIONS SHOWN ON THESE DRAWINGS. r - b. SEE SUPPLIER / MFR'S DRAWINGS FOR KITCHEN, CABINETRY/MILLWORK, AND RESTROOM LAYOUTS. p 5 00 i1 a. ALL LOCKING ARRANGEMENTS SHALL COMPLY WITH NFPA 101, SECTION 24.2.4.10. N Q T .31-011 a. MISCELLANEOUS: 1. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGH OPENING INFORMATION WHICH, SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES ON PLAN. C MARK WIDTH HEIGHT THICKNESS COMMENTS ii. CONTRACTOR AND SUPPLIER TO VERIFY WINDOW LOCATION, TYPE (FIN vs. FLANGE), HEADER HEIGHTS,, 1 T-0" 8'-0" 1 3/4" ENTRY DOOR W/ GLASS INSERT AND ROUGH OPENINGS PRIOR TO DELIVERY. ISLAND 2'-8" 6'-8" 1 3/4" S.C. FIRE RATED SELF CLOSING DOOR iii. WINDOW ROUGH OPENING INCLUDES 1x P.T. FRAME ATTACHED TO CMU's. C 17'-11" 3 16'-0" 7'-0" GARAGE DOOR v. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE 2014 0 11'-711 61-0" 8'-01, S.G.D. FERC. 5 2-41 61-811 H.C. BI FOLD DOORS V-2" WINDOW UNITS PRIOR TO INSTALLATION. 14 9'-411 1 11 11 2 -6 6 -8 H.C. INTERIOR DOOR 8'-7" 7 4'-011 71-7" '- 3'-6" 5'-8" DBL 2'-0" 6'4" H.C. BI FOLD DOORS APPROVED DESIGN TYPE. BUILDER TO SUBMIT MANUFACTURER, MODEL NO. INSTALLATION p 9 DBL 2'-6" 6'4" H.C. INTERIOR DOOR 00 All. GARAGE OVERHEAD DOORS SHALL LISTED AND TESTED FOR 30 SECONDS AT GN UDESGIN 10 LAL1NDR TO INCLUDE A 10 SECOND GUST ATB 5 TIMES HE DESIGN PRESSURE AND BEAR A PEE RMANENT 11 21-4-1 6'-8" H.C. INTERIOR DOOR LABEL. E 12 2'-0" 6'4" H.C. INTERIOR DOOR b. INSTALLATION: 13 9'-0" 6'-8" SLIDING GLASS DOOR i. WINDOWS & DOORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S _ INSTALLATION INSTRUCTIONS. 3 9'-4" CLG. 61-0-1 8'-0" DOBLE FRENCH DOOR ii. ALL WINDOW HEADS SHALL BE SET ABOVE FINISH FLOOR AS FOLLOWS: C 11 2. SECOND FLOOR PER PLAN. C _-- BOTTOM OF C-14— c. ASSEMBLIES: d — — i. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2014 FBRC CHAPTER 6, SECTION 612 0 ii co - i OPT — RE MARK TYPE cn HEAD HEIGHT REMARKS 16" O.C. MAX. 2x P.T. BUCKS/NAILERS SHALL EXTEND BEYOND. F SOFFIT 8'-s° P DROP TILE 5 OST N WL A PA RY 36" X 60" 8'-0" Q OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE, B DBL 25 SH 72" X 60" 8'-O" ' C iV. SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE CONFIGURATIONS. Z C 24 SH 911. CLG. 81-0" d. TESTING: tl D 10111 11211311411511 17 6 8'-0" _ i. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AAMA/NWWDA d - - 26 SH ARCH TOP 36" X 72" - 11 101/I.S.2 OR ANSI/AAMA/WDMA 101/I.S.2/NAFS OR AAMA/WDMA/CSA 101/LS.2/A440 OR _ =$TQRAQE N O ih _.5-- a _� O O = OOT D ii 48" X 60" 10 ASTM E 1300-04 02) PER R612.3 IN THE 2014 FBRC F 4 SHLVS I I 1 1 I 11� G 4040 48" X 48" 81-0" ii. ALL GARAGE/OVERHEAD DOORS SHALL BE LISTED AND TESTED FOR 30 SECONDS AT DESIGN PRESSURE F g (+/-) TO INCLUDE A 10 SECOND GUST AT 1.5 TIMES THE DESIGN PRESSURE. _ H WOOD COLUMNS DBL 26 SH 72" X 72" 8'-p" WOOD COLUMNS 25 SH ARCH TOP c g�_p�� 7'-0" HDR ON 2ND FLR. s. INSULATION: K 35 SH REFER TO STRUCTURAL 81_0" 7'-0" HDR ON 2ND FLR. a. INSULATE ALL EXTERIOR FRAME WALLS WITH R-13 BATT FIBERGLASS INSULATION. C REFER TO STRUCTURAL WH 3'-6" 5' 0' 1/2 35 SH 24" X 60" 8'-0" 9'-5" SHALL RECEIVE R-30 BATT INSULATION. W 20'-511 M is 1/2 33 SH 24" X 36" 8'-0" is_ N 2020 PW 24" X 24" WOOD COLUMNS 7'-0" HDR ON 2ND FLR. d. APPLY HILTI FOAM FILLER AT EXTERIOR WALLS AROUND: F i. WINDOW FRAMES f, 42" HT. WALL REFER TO STRUCTURAL PICT WDW ii. EXTERIOR DOOR FRAMES F 8 7 6 5 3 2 1 cl- DBL 26 SH 72" X 72" 8--011 �� iii. GAPS AROUND PIPES, VENTS, OUTLETS, ETC. y BOTTOM OF P 26 SH 36" X 72" 8'-011 f. APPLY OWENS CORNING ENERGY COMPLETE TO THE TOP OF ALL CONDINTIONED SPACE W Q 75"41- 36" X 72" CP ARCH 8'-0" Lu � NOTES: J CONTRACTOR AND SUPPLIER TO VERIFY WINDOW LOCATION, TYPE f, (FIN vs. FLANGE) AND HEADER HEIGHTS PRIOR TO DELIVERY. 11 8" 2'-2" M T-11" f= 411 _ "All WINDOW G.C. TO VERIFY ROUGH OPENINGS OF ALL FIELD ASSEMBLED 10'-5° ELEVATION ep FIXED GLASS WINDOW UNITS PRIOR TO INSTALLTION. F M FOYER 7 SOTTO SOFFIT OF 8'-8" 2 STORY _ CV °1 4 PED 11'-0" x 8'4" o SINK_ 5 N 2 CAR GARAGE 41-311 in 7" 51_7-- 9-4 CLG. dllWC1'4" WDR M 20'-511 X 20'-0" CLG. O I I E qTRY 6, 91 411 CLG. 5'- " X 13'-0" V-6" 51-6" iv it+ a ENTRY DOOR t° W/GLASS INSERT HB DEN 3 O 9'-4" w" CLG. rn N 12'-0"X 12'-1011 711 11111 -co I_ — or V-4" 0101O 2--21/2" 16'-01' 2'-21/2" 0 P a v in IF- Q o Io P EGRESS P M 1 V-0" 13111 4'-11" 1'-4" 16"X16" SQ. 10 CMU COLUM 00 FRONT PORCH I° x TYP (5) q 9'-4" CLG. m Co I 19'-711 X T-011 o Q 100 8'-0" TOP OF ][78'-0" TOP OF[tt[ 8'-0" TOP OF ARCH ARCH ARCH _ 1'-4" 4'-8" 1'-4" 4'-811 1'-4" 4'-111- 1'41 19'-7" 40'-0" PROVIDE PAVERS AT FRONT PORCH, CORD. BEFORE COMM. OF WORK 1st FLOOR PLAN ELEVATION "A" 1/4" = 1'-0" 20'-511 0 bo a N 1. SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE CONFIGURATIONS. 2. HEIGHT AT ROUND TOP ALLOWS 2" FOR ARCH FRAMING REFER TO SHEET 5 FOR INTERIOR ELEVATIONS DISCLAIMER IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. a MASTER a LEGEND GENERAL NOTES W'�2N U 0Ci INDICATES 8x8xl6 (NOM.) C.M.U. (EXTERIOR 1. MISCELLANEOUS (0 LL�CO:5 LOAD BEARING). 8'-0" TOP OF CMU a. PLANS ARE TO SCALE AS NOTED, UNLESS SPECIFIED N.T.S 72 1.1. DO NOT SCALE PLANS. �S CL zo INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR b. ALL DIMENSIONS AND SITUATIONS PERTAINING TO THE BUILDING ARE TO BE VERIFIED PRIOR ti M "- (D LOAD BEARING). 8'-8" TOP OF CMU TO BEGINNING OF CONSTRUCTION. NOTIFY B & A DESIGN STUDIO, INC. OF ANY DISCREPANCIES. O ca c. ALL WALL THICKNESS DIMENSIONS AS SHOWN ARE NOMINAL. ACTUAL WALL THICKNESS DIMENSIONS INDICATES 8x8xl6 (NOM.) C.M.U. (EXTERIOR MAY BE + OR -. LOAD BEARING). 9'4" TOP OF CMU 2. EXTERIOR WALLS tv INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR a. ASSUME ALL EXTERIOR WALLS TO BE LOAD BEARING. Z LOAD BEARING). 9'4" TOP OF CMU 111111111113 b. SEE FOUNDATION PLAN FOR CMU WALL REINFORCEMENT LOCATIONS. < c. INTERIOR SURFACE OF CMU WALL TO HAVE 1/2" GPBD APPLIED TO 1x P.T. VERTICAL FURRING BATTS SPACED INDICATES 8x8xl6 (NOM.) C.M.U. (EXTERIOR @ 16" Q.C. ATTACH FURRING TO CONCRETE WALL AS REQUIRED. O LOAD BEARING). 10-4' TOP OF CMU d. SECOND FLOOR EXTERIOR WALLS TO BE WOOD STUDS. 3 Q V 3. INTERIOR WALLS:_ INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR WOOD FRAMING: LOAD BEARING). 11-4- TOP OF CMU [77a. i. ALL PLATES AND SLEEPERS ON CONCRETE SLAB, WHICH ARE IN DIRECT CONTACT WITH THE EARTH, INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR SHALL BE PRESSURE TREATED. ii. ALL INTERIOR WALL PLATES, OTHER THAN SHEAR WALLS, ON CONCRETE SLAB TO BE ATTACHED WITH LOAD BEARING). 12'-0" TOP OF CMU POWER ACTUATED FASTERNERS, SPACED @ 48" O.C. MAX. INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR iii. ALL WOOD BRG. INTERIOR PARTITIONS SHALL BE 2x4 STUDS SPACED (2 16" O.C. WITH DOUBLE TOP PLATE. LOAD BEARING). 14'-0" TOP OF CMU TOWNHOMES iv. FIREBLOCKING/ DRAFTSTOPPING TO BE PROVIDED IN THE FLOOR/CEILING ASSEMBLIES ABOVE AND IN INDICATES WALLS TO BE UTILIZED FOR TRUSS LINE WITH THE TENANT SEPARATION, WHEN TENANT SEPARATION WALLS DO NOT EXTEND TO THE FLOOR BEARING 2x4 WOOD STUDS @ 16" O.C. U.N.O. SHEATHING ABOVE AND IN OTHER LOCATIONS PER SECTION R602.2. 1/R302.11 OF THE 2014 FERC INDICATES WOOD STUDS 24" O.C. MAX. CODE. (NON LOAD BEARING INTERIOR PARTITIONS 4. WOOD: ONLY.) (U.N.O.) a. WOOD CONSTRUCTION SHALL CONFORM TO THE AMERICAN FOREST & PAPER ASSOCIATION (AF&PA) INDICATES WET WALLS, 2X WOOD STUDS "NATIONAL SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 12" O.C. b. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK IS TO BE PRESSURE TREATED. c. SEE STRUCTURAL GENERAL NOTES. WATER HEATER: 5. FINISHES: a. ACCESSIBLE SPACE UNDER STAIRS SHALL BE PROTECTED BY 112" GYPSUM BOARD. u b. ALL INTERIOR WALLS SHALL HAVE STANDARD Y2" GYP BD, EXCEPT IN HIGH HUMIDITY AND WET AREAS. F I PROVIDE MINAO GALLON WATER HEATER c. HIGH HUMIDITY AND WET AREAS SHALL HAVE 1/2" DENSSHIELD TILE BACKER GYPSUM BOARD. d. ALL INTERIOR CEILINGS SHALL HAVE Y2" SAG- RESISTANT GYP BD. WATER HEATERS SHALL BE INSTALLED A MIN. e. ALL EXTERIOR CEILINGS (PORCH & PATIOS) SHALL HAVE Y2' SAG- RESISTANT GYP SOFFIT BOARD. e OF 18" ABOVE FLOOR PER FBCR G2408.2 f. STUCCO SURFACES TO HAVE STOPS, WEEP SCREEDS, AND EXPANSION JOINTS PER CODE. EXCEPTION: g. TILE IN TUBS, SHOWERS, AND WALL PANELS IN SHOWER AREAS ARE TO HAVE CEMENT, FIBER -CEMENT, OR APPLIANCES THAT ARE LISTED AS FLAMMABLE GLASS MAT GYPSUM BACKERS 8702.3.8.1 /R702.4.2 2014 FBRC r F VAPOR IGNITION RESISTANT. DO NOT HAVE h. FBC2014 TABLE R302.6:5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT IS REQUIRED FOR A GARAGE CEILING WITH TO HAVE THE IGNITION SOURCE ELEVATED. HABITABLE ROOMS ABOVE. /"MINIMUM GYPSUM BOARD IS REQUIRED ON GARAGE SIDE OF INTERIOR WALLS, p WET AREAS: 6. CABINETS: a. CABINET MANUFACTURE'S SHOP DRAWINGS TAKE PRECEDENCE OVER THE INTERIOR CABINET y ALL WET AREAS TO BE FRAME ELEVATIONS SHOWN ON THESE DRAWINGS. r WITH STUDS @ 12" O.C. b. SEE SUPPLIER / MFR'S DRAWINGS FOR KITCHEN, CABINETRY/MILLWORK, AND RESTROOM LAYOUTS. p 7. HARDWARE: y a. ALL LOCKING ARRANGEMENTS SHALL COMPLY WITH NFPA 101, SECTION 24.2.4.10. N 0 DOOR SCHEDULE 8. WIDQW&DQQRS: 7 a. MISCELLANEOUS: 1. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGH OPENING INFORMATION WHICH, SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES ON PLAN. C MARK WIDTH HEIGHT THICKNESS COMMENTS ii. CONTRACTOR AND SUPPLIER TO VERIFY WINDOW LOCATION, TYPE (FIN vs. FLANGE), HEADER HEIGHTS,, 1 T-0" 8'-0" 1 3/4" ENTRY DOOR W/ GLASS INSERT AND ROUGH OPENINGS PRIOR TO DELIVERY. 2 2'-8" 6'-8" 1 3/4" S.C. FIRE RATED SELF CLOSING DOOR iii. WINDOW ROUGH OPENING INCLUDES 1x P.T. FRAME ATTACHED TO CMU's. C iv. DOOR ROUGH OPENING INCLUDES 2x P.T. FRAME ATTACHED TO CMU's. 3 16'-0" 7'-0" GARAGE DOOR v. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE 2014 0 4 61-0" 8'-01, S.G.D. FERC. 5 2-41 61-811 H.C. BI FOLD DOORS vi. WINDOW CONTRACTOR TO VERIFY ROUGH OPENINGS OF ALL FIELD ASSEMBLED FIXED GLASS u WINDOW UNITS PRIOR TO INSTALLATION. 14 6 1 11 11 2 -6 6 -8 H.C. INTERIOR DOOR vii. ALL WINDOWS IN WIND BORN DEBRIS AREAS SHALL BE PROTECTED FROM WIND BORN DEBRIS. Y 7 2'-8" 61-8-- H.C. INTERIOR DOOR PROVIDE SHUTTERS CERTIFIED TO p MEET MIAMI-DADE IMPACT TEST. SHUTTERS MUST BE ROLL -DOWN, PANEL ACCORDIAN OR OTHER 8 DBL 2'-0" 6'4" H.C. BI FOLD DOORS APPROVED DESIGN TYPE. BUILDER TO SUBMIT MANUFACTURER, MODEL NO. INSTALLATION p 9 DBL 2'-6" 6'4" H.C. INTERIOR DOOR INSTRUCTIONS, & COPY OF MIAMI-DADE IMPACT TEST DATA FOR PROPOSED SHUTTERS. pp 3 All. GARAGE OVERHEAD DOORS SHALL LISTED AND TESTED FOR 30 SECONDS AT GN UDESGIN 10 2'-8" AHU HALF DOOR TO INCLUDE A 10 SECOND GUST ATB 5 TIMES HE DESIGN PRESSURE AND BEAR A PEE RMANENT 11 21-4-1 6'-8" H.C. INTERIOR DOOR LABEL. E 12 2'-0" 6'4" H.C. INTERIOR DOOR b. INSTALLATION: 13 9'-0" 6'-8" SLIDING GLASS DOOR i. WINDOWS & DOORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S _ INSTALLATION INSTRUCTIONS. 3 14 61-0-1 8'-0" DOBLE FRENCH DOOR ii. ALL WINDOW HEADS SHALL BE SET ABOVE FINISH FLOOR AS FOLLOWS: C 1. FIRST FLOOR AT 8'-0". 4 2. SECOND FLOOR PER PLAN. C O WINDOW SCHEDULE c. ASSEMBLIES: d i. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2014 FBRC CHAPTER 6, SECTION 612 0 ii. INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ 1/4"x 3" TAPCONS, 6" FROM EDGES AND 12 C MARK TYPE NOM. SIZES HEAD HEIGHT REMARKS 16" O.C. MAX. 2x P.T. BUCKS/NAILERS SHALL EXTEND BEYOND. F iii. BUCKS LESS THAN 2x TO BE FASTENED W/ CUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION A 25 SH 36" X 60" 8'-0" 7'-0" HDR ON 2ND FLR. OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE, B DBL 25 SH 72" X 60" 8'-O" C iV. SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE CONFIGURATIONS. Z C 24 SH 36" X 48" 81-0" d. TESTING: tl D 1/2 33 SH 24" X 36" 8'-0" _ i. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AAMA/NWWDA d E 26 SH ARCH TOP 36" X 72" 81-011 101/I.S.2 OR ANSI/AAMA/WDMA 101/I.S.2/NAFS OR AAMA/WDMA/CSA 101/LS.2/A440 OR _ _� TAS 202 (HVHZ SHALL COMPLY WITH TAS 202 UTILIZING ASTAM E 1300-98 OR F F 35 SH ARCH TOP 48" X 60" 81-011 ASTM E 1300-04 02) PER R612.3 IN THE 2014 FBRC F G 4040 48" X 48" 81-0" ii. ALL GARAGE/OVERHEAD DOORS SHALL BE LISTED AND TESTED FOR 30 SECONDS AT DESIGN PRESSURE F (+/-) TO INCLUDE A 10 SECOND GUST AT 1.5 TIMES THE DESIGN PRESSURE. _ H DBL 26 SH 72" X 72" 8'-p" 25 SH ARCH TOP 36" X 60" g�_p�� 7'-0" HDR ON 2ND FLR. s. INSULATION: K 35 SH 48" X 60" 81_0" 7'-0" HDR ON 2ND FLR. a. INSULATE ALL EXTERIOR FRAME WALLS WITH R-13 BATT FIBERGLASS INSULATION. C b. INSULATE CONDITIONED ATTIC SPACE WITH R-30 BLOWN FIBERGLASS. INACCESSIBLE ATTIC SPACE L 1/2 35 SH 24" X 60" 8'-0" SHALL RECEIVE R-30 BATT INSULATION. W M 1/2 33 SH 24" X 36" 8'-0" c. INSULATE ALL CMU WALLS (THAT REQUIRE 1" P.T. FURRING STRIPS) WITH R4.1 FI -FOIL PANELS. W N 2020 PW 24" X 24" 8'-0" 7'-0" HDR ON 2ND FLR. d. APPLY HILTI FOAM FILLER AT EXTERIOR WALLS AROUND: F i. WINDOW FRAMES f, PICT WDW ii. EXTERIOR DOOR FRAMES F 0 DBL 26 SH 72" X 72" 8--011 �� iii. GAPS AROUND PIPES, VENTS, OUTLETS, ETC. y e. INSULATE ALL ATTIC KNEE WALLS WITH R-30 3ATTS. F�F P 26 SH 36" X 72" 8'-011 f. APPLY OWENS CORNING ENERGY COMPLETE TO THE TOP OF ALL CONDINTIONED SPACE W Q 25 SH ARCH TOP 36" X 72" 8'-0" WALLS THAT INTERACT WITH UNCONDITIONED ATTIC SPACE ABOVE. pI NOTES: CONTRACTOR AND SUPPLIER TO VERIFY WINDOW LOCATION, TYPE f, (FIN vs. FLANGE) AND HEADER HEIGHTS PRIOR TO DELIVERY. W HEADER HEIGHTS ARE DIMENSIONED ABOVE FINISH FLOOR (A.F.F.) _ "All WINDOW G.C. TO VERIFY ROUGH OPENINGS OF ALL FIELD ASSEMBLED ELEVATION ep FIXED GLASS WINDOW UNITS PRIOR TO INSTALLTION. F 1. SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE CONFIGURATIONS. 2. HEIGHT AT ROUND TOP ALLOWS 2" FOR ARCH FRAMING REFER TO SHEET 5 FOR INTERIOR ELEVATIONS DISCLAIMER IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. a MASTER K ofX E°O44 oz. O0 LO ERog Y a 0 0 0) W�' F r4 �' rn a.f LU a 9 0 TPM W �a.w F W w w W 6 O CWi ❑ i nil,3154" �� O~� Y�IOD'fiN7SQ.d'MMM a IT— W'�2N U 0Ci (0 LL�CO:5 rrr V 72 1.1. �S CL zo 1 w ti M "- (D z O ca OCY)w K ofX E°O44 oz. O0 LO ERog Y a 0 0 0) W�' F r4 �' rn a.f LU a 9 0 TPM W �a.w F W w w W 6 O CWi ❑ i nil,3154" �� O~� Y�IOD'fiN7SQ.d'MMM JACOMMENTS CITY OF SANFORD 08-24-15 IS z title: 8 1st FLOOR PLAN z W project no, 2015356 checked: AB/EA/MC m drawn: date: 06-17-15 N scale: AS SHOWN 0 oANFO�,D I U 1 A The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIIAL BUILDING CODE and is certified as such. IT— rrr V 1.1. 1 z LL OCY)w tv O OC Z U O < O z p .J 3 Q V JACOMMENTS CITY OF SANFORD 08-24-15 IS z title: 8 1st FLOOR PLAN z W project no, 2015356 checked: AB/EA/MC m drawn: date: 06-17-15 N scale: AS SHOWN 0 oANFO�,D I U 1 A The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIIAL BUILDING CODE and is certified as such. T-7 1/2" � X-6 1/2" 5'-6 1/2" 18'-3" D EGRESS 5'-6 1/2" 5'4 1/4" V-4 1/4" 10'-8 1/2" 40'-0" 2nd FLOOR PLAN ELEVATION "A 1/41' = 1'-0" 5'-6 1/4" 6-6 1/4" 11'-0 1/2" 19 LEGEND GENERAL NOTES w c~~.I 0 1. MISCELLANEOUS ch . v� INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR a. PLANS ARE TO SCALE AS NOTED, UNLESS SPECIFIED N.T.S H �i N lV .o LOAD BEARING). 8'-0" TOP OF CMU li °D CO DO NOT SCALE PLANS. INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR b. ALL DIMENSIONS AND SITUATIONS PERTAINING TO THE BUILDING ARE TO BE VERIFIED PRIOR N a y LOAD BEARING). 8'-8" TOP OF CMU TO BEGINNING OF CONSTRUCTION. NOTIFY B & A DESIGN STUDIO, INC. OF ANY DISCREPANCIES. -2 d' c. ALL WALL THICKNESS DIMENSIONS AS SHOWN ARE NOMINAL. ACTUAL WALL THICKNESS DIMENSIONS �j C 0- �"" m INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR MAY BE + OR . •» ti CD LOAD BEARING). 9'4" TOP OF CMU 2. EXTERIOR WALLS: .M.U. (EXTERIOR a. ASSUME ALL EXTERIOR WALLS TO BE LOAD BEARING. INDICATES 8x8x16 (NOM.) C • LOAD BEARING). 9-4 TOP .M CMU b. SEE FOUNDATION PLAN FOR CMU WALL REINFORCEMENT LOCATIONS. r c. INTERIOR SURFACE OF CMU WALL TO HAVE 1/2" GPBD APPLIED TO 1x P.T. VERTICAL FURRING BATTS SPACED @ 16" O.C. ATTACH FURRING TO CONCRETE WALLAS REQUIRED. INDICATES 8x8xl6 (NOM.) C.M.U. (EXTERIOR d. SECOND FLOOR EXTERIOR WALLS TO BE WOOD STUDS. LOAD BEARING). 1,0'-0" TOP OF CMU 3. INTERIOR WALLS:�, F r INDICATES 8x8xl6 (NOM.) C.M.U. (EXTERIOR a. WOOD FRAMING: LOAD BEARING). 111-4- TOP OF CMU i. ALL PLATES AND SLEEPERS ON CONCRETE SLAB, WHICH ARE IN DIRECT CONTACT WITH THE EARTH, INDICATES 8x8xl6 (NOM.) C.M.U. (EXTERIOR SHALL BE PRESSURE TREATED. A' LOAD BEARING). 12'-0" TOP OF CMU ii. ALL INTERIOR WALL PLATES, OTHER THAN SHEAR WALLS, ON CONCRETE SLAB TO BE ATTACHED WITH;."'Y POWER ACTUATED FASTERNERS, SPACED @ 48" O.C. MAX. " INDICATES 8x8xl6 (NOM.) C.M.U. (EXTERIOR iii. ALL WOOD BRG. INTERIOR PARTITIONS SHALL BE 2x4 STUDS SPACED C 16" O.C. WITH DOUBLE TOP PLATE. LOAD BEARING). 14'-0" TOP OF CMU TOWNHOMES w iv. FIREBLOCKING/ DRAFTSTOPPING TO BE PROVIDED IN THE FLOOR/CEILING ASSEMBLIES ABOVE AND IN INDICATES WALLS TO BE UTILIZED FOR TRUSS LINE WITH THE TENANT SEPARATION, WHEN TENANT SEPARATION WALLS DO NOT EXTEND TO THE FLOOR BEARING 2x4 WOOD STUDS @ 16" O.C. U.N.O. SHEATHING ABOVE AND IN OTHER LOCATIONS PER SECTION R602.2, 1/R302.11 OF THE 2014 FBRC �I INDICATES WOOD STUDS 24" O.C. MAX. CODE. .. i= _• (NON LOAD BEARING INTERIOR PARTITIONS 4. WOOD: ONLY.) (U.N.O.) a. WOOD CONSTRUCTION SHALL CONFORM TO THE AMERICAN FOREST & PAPER ASSOCIATION (AF&PA) INDICATES WET WALLS, 2X WOOD STUDS "NATIONAL SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 1��757�'7��71 12" O.C. b. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK IS TO BE PRESSURE TREATED. c. SEE STRUCTURAL GENERAL NOTES. _ w� r 5 WATER HEATER: . FINISHES: a. ACCESSIBLE SPACE UNDER STAIRS SHALL BE PROTECTED BY 1/2" GYPSUM BOARD. W b. ALL INTERIOR WALLS SHALL HAVE STANDARD Y2' GYP BD, EXCEPT IN HIGH HUMIDITY AND WET AREAS. c. HIGH HUMIDITY AND WET AREAS SHALL HAVE Y2' DENSSHIELD TILE BACKER GYPSUM BOARD. PROVIDE MINAD GALLON WATER HEATER d. ALL INTERIOR CEILINGS SHALL HAVE Ys" SAG- RESISTANT GYP BD. � WATER HEATERS SHALL BE INSTALLED A MIN. e. ALL EXTERIOR CEILINGS (PORCH &PATIOS) SHALL HAVE YZ' SAG- RESISTANT GYP SOFFIT BOARD. d � as OF 18" ABOVE FLOOR PER FBCR G2408.2 f. STUCCO SURFACES TO HAVE STOPS, WEEP SCREEDS, AND EXPANSION JOINTS PER CODE. W EXCEPTION: g. TILE IN TUBS, SHOWERS, AND WALL PANELS IN SHOWER AREAS ARE TO HAVE CEMENT, FIBER -CEMENT, OR 0 APPLIANCES THAT ARE LISTED AS FLAMMABLE GLASS MAT GYPSUM BACKERS R702.3.8,1 /R702.4.2 2014 FBRC h. FBC2014 TABLE R302.6: 518" TYPE "X" GYPSUM BOARD OR EQUIVALENT IS REQUIRED FOR A GARAGE CEILING WITH = = W = o w VAPOR IGNITION RESISTANT. DO NOT HAVE W �, a: HABITABLEROOMS ABOVE. Y2' MINIMUM GYPSUM BOARD IS REQUIRED ON GARAGE SIDE OF INTERIOR WALLS. ~ TO HAVE THE IGNITION SOURCE ELEVATED. = a LL M °o °` �x 6. CABINETS: o a N Z ¢ �� �111161 fit t}B a. CABINET MANUFACTURE'S SHOP DRAWINGS TAKE PRECEDENCE OVER THE INTERIOR CABINET w r w WET AREAS. ELEVATIONS SHOWN ON THESE DRAWINGS. a� �,"� Fav ✓��,1r ALL WET AREAS TO BE FRAME b. SEE SUPPLIER / MFRS DRAWINGS FOR KITCHEN, CABINETRY/MILLWORK, AND RESTROOM LAYOUTS. 19 WITH STUDS Zd N'a •ra 12" O.C. B W Z ° `"K',° � 7. HARDWARE: W w a T _ 0✓ a. ALL LOCKING ARRANGEMENTS SHALL COMPLY WITH NFPA 101, SECTION 24.2.4.10. LL W o a WINDOW &DOORS: 8. = w o z E�T� z v' rz�- �` ✓ C'J O DOOR SCHEDULE a. MISCELLANEOUS: U z S f� w �4 ' c z i. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGH OPENING INFORMATION WHICH, M ? SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES ON PLAN. a W F z M P°�° °'°°•° "°° °qa` ,y' MARK WIDTH HEIGHT THICKNESS COMMENTS fl. CONTRACTOR AND SUPPLIER TO VERIFY WINDOW LOCATION, TYPE (FIN vs. FLANGE), HEADER HEIGHTS, o w��� • S5 G ^;•`�� AND ROUGH OPENINGS PRIOR TO DELIVERY. 2 i = $ H �,+�//; L�'�`�� 1 3'-0" 8'-0" 1 3/4" ENTRY DOOR W/ GLASS INSERT p m E a Z9 U w // 111d iii, WINDOW ROUGH OPENING INCLUDES 1x P.T. FRAME ATTACHED TO CMUs. _ o �0 2 2'-8" 61-811 13/41- S.C. FIRE RATED SELF CLOSING DOOR iv. DOOR ROUGH OPENING INCLUDES 2x P.T. FRAME ATTACHED TO CMU's. 3 16-0" T-0" v. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE 2014 GARAGE DOOR � �oaonr�saammm 4 6'-0" 8'-0" S.G.D. FBRC. vi. WINDOW CONTRACTOR TO VERIFY ROUGH OPENINGS OF ALL FIELD ASSEMBLED FIXED GLASS 5 2.-O" 61-8" H.C. BI FOLD DOORS WINDOW UNITS PRIOR TO INSTALLATION. a 6 2'4" 6'-8" H.C. INTERIOR DOOR vii. ALL WINDOWS IN WIND BORN DEBRIS AREAS SHALL BE PROTECTED FROM WIND BORN DEBRIS. W PROVIDE SHUTTERS CERTIFIED TO oC 7 2'-8" 6'-81- H.C. INTERIOR DOOR MEET MIAAAI-DADE IMPACT TEST. SHUTTERS MUST BE ROLL -DOWN, PANEL ACCORDIAN OR OTHER d 8 DBL 21-0" 6'-8" H.C. BI FOLD DOORS APPROVED DESIGN TYPE. BUILDER TO SUBMIT MANUFACTURER, MODEL NO. INSTALLATION 9 DBL 2'-6" 6'-$" INSTRUCTIONS, & COPY OF MIAMI-DADE IMPACT TEST DATA FOR PROPOSED SHUTTERS. H.C. INTERIOR DOOR viii. GARAGE OVERHEAD DOORS SHALL BE LISTED AND TESTED FOR 30 SECONDS AT DESIGN PRESUREO 10 2'4" AHU HALF DOOR TO INCLUDE A 10 SECOND GUST AT 1.5 TIMES THE DESIGN PRESSURE AND BEAR A PERMANENT DESGIN W 11 2'-4" 6'-8" H.C. INTERIOR DOOR LABEL. b. INSTALLATION: _ 2'-0" g'_g' H.C. INTERIOR DOOR � Q 12 i. WINDOWS & DOORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S 13 9�-0� 6'-8" SLIDING GLASS DOOR INSTALLATION INSTRUCTIONS. IF 14 - L O ALL WINDOW HEADS :SHALL BE SET ABOVE FINISH FLOOR AS FOLLOWS: 0 1. FIRST FLOOR AT V-01'.16 SECOND FLOOR PER PLAN. O WINDOW SCHEDULE i. INDOINDO ES: z >- W AND DOOR ASSEMBLIES TO CONFORM TO 2014 FBRC CHAPTER 6, SECTION 612 d ii. TERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ Y4"x 3" TAPCONS, 6" FROM EDGES AND 0 O W 6" O.C. MAX. 2x P.T. BUCKS/NAILERS SHALL EXTEND BEYOND. W MARK TYPE NOM. SIZES HEAD HEIGHT REMARKS I - iii. LICKS LESS THAN 2x TO BE FASTENED W/ CUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION W A 25 SH 36" X 60" 8'-0" 7'-0" HDR ON 2ND FLR. F WINDOW TO STRUCTURE BY OTHERS IN THIS CASE._ ` LO O B DBL 25 SH 72" X 60" 8'-0° 7'-0" HDR ON 2ND FLR. IV. EE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE CONFIGURATIONS. n,� V C 24 SH 36" X 48" 8'-0" d. T STING: a LL Z ^ ♦ D 1/2 33 SH 24" X 36" 8'-0" i. XTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/HAMA/NWWDA 0 O V 01/I.S.2 OR ANSI/AAMA/WDMA 101/I.S.2/NAFS OR AAMA/WDMA/CSA 101/I.S.2/A440 OR W E 26 SH ARCH TOP 36" X 72" 8�-p.� AS 202 (HVHZ SHALL COMPLY WITH TAS 202 UTILIZING ASTAM E 1300-98 OR F Q 5TM E 1300-04 02 PER R612.3 IN THE 2014 FBRC 0 F 35 SH ARCH TOP 48" X 60" 8-41) F � G 4040 48" X 48" 8'_0" T-0" HDR ON 2ND FLR. ii. LL GARAGE/OVERHEAD DOORS SHALL BE LISTED AND TESTED FOR 30 SECONDS AT DESIGN PRESSURE F �/ z TO INCLUDE A 10 SECOND GUST AT 1.5 TIMES THE DESIGN PRESSURE. Z O O H 4010FX 48" X 12" 8-_p" T-0" HDR ON 2ND FLR. w 25 SH ARCH TOP 36 X 60 $ _0 9. I ULATION: J " " " 7 -0 HDR ON 2ND FLR. � a. I ULATE ALL EXTERIOR FRAME WALLS WITH R-13 BATT FIBERGLASS INSULATION. 8 K 35 SH 48" X 60" 8'_0" 7'-0" HDR ON 2ND FLR. b. I ULATE CONDITIONED ATTIC SPACE WITH R-30 BLOWN FIBERGLASS. INACCESSIBLE ATTIC SPACE a '— L 1/2 35 SH 24" X 60" 8'4" ALL RECEIVE R-30 BATT INSULATION. W O M 1/2 33 SH 24" X 36" 8'-0" c. I ULATE ALL CMU WALLS (THAT REQUIRE 1" P.T. FURRING STRIPS) WITH R4.1 FI -FOIL PANELS. Z H d. A PLY HILTI FOAM FILLER AT EXTERIOR WALLS AROUND: F N 2020 PW 24" X 24" 8'4" 7'-0" HDR ON 2ND FLR. I. NDOW FRAMES Z PICT WDW ii. XTERIOR DOOR FRAMES �} iii. APS AROUND PIPES, VENTS, OUTLETS, ETC. V p DBL 26 SH 72" X 72" 81-00.e. I ULATE ALL ATTIC KNEE WALLS WITH R-30 3ATTS. a f P 26 SH 36" X 72" 8'-0" f. A PLY OWENS CORNING ENERGY COMPLETE TO THE TOP OF ALL CONDINTIONED SPACE W ALLS THAT INTERACT WITH UNCONDITIONED ATTIC SPACE ABOVE. OC Q 25 SH ARCH TOP 36" X 72" 8'-0" T R 4050FX ARCH TOP 48" X 60" $'-0" 9'-0" HDR ON 2ND FLR. _ y S 3030FX 36" X 36" 8'-0" 7'-0" HDR ON 2ND FLR. NOTES: W CONTRACTOR AND SUPPLIER TO VERIFY WINDOW LOCATION, TYPE "All (FIN vs. FLANGE) AND HEADER HEIGHTS PRIOR TO DELIVERY. E L EVA 1T I C� N A 0 (- HEADER HEIGHTS ARE DIMENSIONED ABOVE FINISH FLOOR (A.F.F.) WINDOW G.C. TO VERIFY ROUGH OPENINGS OF ALL FIELD ASSEMBLED FIXED GLASS WINDOW UNITS PRIOR TO INSTALLTION. 1. SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE CONFIGURATIONS. 2. HEIGHT AT ROUND TOP ALLOWS 2" FOR ARCH FRAMING REFER TO SHEET 5 FOR INTERIOR ELEVATIONS DISCLAIMER IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. AREA CALCULATIONS 1 st FLR. LIVING 2nd FLR. LIVING 1,223 SQ. 1290 SQ. FT. FT. TOTAL LIVING FRONT PORCH GARAGE COV. LANAI 21513 SQ. 211 SQ. 440 SQ. 230 SQ. FT. FT. FT. FT. W TOTAL 3,394 SQ. FT. F- I 0 2A 0 U The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. CITY OF SANFORD U COMMENTS 08-24-15 W 9 W tlJ W u i title: 0 2nd FLOOR PLAN SANFORD project no. 2015366 O�"ARIM ° checked: AB/EA/MC m drawn: a2 2 date: 06-17-15 'M scale: AS SHOWN 0 F- I 0 2A 0 U The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. 10 5 N FOAM CROWN nUtIAILAT Al FRONT ENTRY 1/411 = 1'-0" Joe 11" I ROOF CRITERIA y4 x 4 I t N E6 N \LD1 M N � 0 12" OVERHANG U.N.O. CO U- 00 000 PLUMB CUT FASCIAr- ARCHITECTURAL r" 6 ROOF PITCH PER ELEVATION ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND c SHINGLES N c a _— ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE Z u� "- CONTRACTORS RESPONSIBILITY TO VERIFY Q 12 ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER., FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. STEP FLASHING SHALL BE USED ON ALL ROOF TO WALL INTERSECTIONS ON RAKES. ATTENTION CONTRACTORS ALL PENETRATIONS THROUGH ROOF ARE TO BE LOCATED ON REAR OR IF NECESSARY ON THE SIDE OF THE ROOF BEHIND THE FRONT FACADE ZONE. EXTERIOR PLASTER °D R703.6 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. R703.6.1 LATHE. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 -INCH -LONG (38 MM), 11 GAGE NAILS HAVING A 7/16 -INCH (11.1 MM) HEAD, OR 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, SPACED AT NO MORE THAN 6 INCHES (152 MM), OR AS OTHERWISE APPROVED. R703.6.2 PLASTER. PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1). ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT EXTEND BELOW, LATH, PAPER AND SCREED. THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL BE AS SET FORTH IN TABLE R702.1(3). R703.6.2.1 WEEP SCREEDS. A MINIMUM 0.019 -INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE), CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 1/2 INCHES (89 REVERSE CYMA SHAPE SHOULD BE USED MM) SHALL BE AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES (102 MM) ABOVE THE FRONT ENTRY TOWER EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING THE WEATHER -RESISTANT BARRIER SHALL LAP THE Ltr i tLtVAI 1UN 11411 = 1'-0" w zLU Wi :v * ' 2 "OVtl4a4 N tlpd� �N�.A� Rzq LU E3 LLw or 11 � tlp. ti. 0=)L ­ n �" Q y x LU 8 ❑ F- 0 O LL Wfla'flNHSQd'MMM y4 x 4 I 1 Q \LD1 z SANFORD SIM. ARCHITECTURAL w CROWN MOULDING ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND CEMENT PLASTER N O FINISH BANDING Z U O Q 12 W COMPOSITE SHINGLES 1/4" - 1'-0" TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. Z ARCHITECTURAL COMPOSITE SHINGLES CO Grn Q V 12 3 6 I – – – FOAM SHAPED HEEL 25'-9 3/4" – HGT R703.6.3 WATER -RESISTIVE BARRIES. r 1 2 6Ir m Z @ TOWER F -- WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SOFFIT DRIP SCREED #DS15-78 m 6� FROM VINYL CORP. OR APPROVED EQUAL. CROWN MOLDING d a t e: 06-17-15 SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, N scale: AS SHOWN SOFFIT DRIP SREED o -w..� H 6 FASCIA BOARD a@ CANTI LIVER DETAIL SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH 1/411 = 1'-0" } 0 3A U 0 -- - A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D 6" FASCIA BOARD PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE „ mm - ---� 20-0 314" AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.8) " HEEL HGT @ MAIN HOUSE INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED — BETWEEN THE LAYERS. 18'-8 3/4" OIL— 18'-8 314" 2nd FLR BRG. — — — — — — — 2ND FLOOR BRG. HGT. 17-8 3/4 „ OIL wow HDR HGT. _ a I ,r 6 FRIEZE BANDING " TEXTURED CEMENT 17' 8.3/4" WINDOW HDR HGT: R612.2 Window SIIIS. In dwelling units where the opening of an operable window is located more than 9 p g p b PLASTER FINISH 72 inches (1829 mm) above the finished grade or surface below, the lowest part TEXTURED CEMENT 1 of the clear opening of the window shall be a minimum of 24 inches 610 mm) 10'-8 3/4" PLASTER FINISH , above the finished floor of he t room in whichhe w' t window is located. Operable OIL 2nd FIN. FLR. 12 : °: : — 12 b_ b, 10 8 3/4 sections of windows shall not permit openings that allow passage of a 4 inch 4 �' I: Q 4 2ND FIN. FLR (102 mm) diameter sphere where such openings are located within 24 inches — 775 I — — -- — — — — 10 mm of eflnls a floor. -- _ CJ _ 4..V-4" g, - Ltr i tLtVAI 1UN 11411 = 1'-0" w zLU Wi :v * ' 2 "OVtl4a4 N tlpd� �N�.A� Rzq LU E3 LLw or 11 � tlp. ti. 0=)L ­ n �" Q y x LU 8 ❑ F- 0 O LL Wfla'flNHSQd'MMM The structural design of this building is in accordance with the 2010 FLORIDA RESIDIENTIAL BUILDING CODE and is certified as such. y4 x 4 I 1 Q \LD1 z SANFORD O r w LO CEMENT PLASTER N O FINISH BANDING Z U O Q �' W v Z O CO Grn Q V 3 title: O ELEVATIONS r 1 m Z . F -- The structural design of this building is in accordance with the 2010 FLORIDA RESIDIENTIAL BUILDING CODE and is certified as such. y4 x 4 I r Z \LD1 SANFORD 1 ` d SMOOTH TEXTURED k� F�gycR� CEMENT PLASTER �► FINISH BANDING REFER TO ELEVATION W tl 3 title: ELEVATIONS C1�I project no. 2015356 . W ° a checked: AB/EA/MC SOFFIT DRIP SCREED #DS15-78 m drawn: FROM VINYL CORP. OR APPROVED EQUAL. STUCCO d a t e: 06-17-15 CONTRACTOR TO INSTALL N scale: AS SHOWN SOFFIT DRIP SREED o H a@ CANTI LIVER DETAIL 1/411 = 1'-0" } 0 3A U 0 The structural design of this building is in accordance with the 2010 FLORIDA RESIDIENTIAL BUILDING CODE and is certified as such. ARCHITECTURAL COMPOSITE SHINGLES 12 6� 6" FASCIA BOARD — 12 MASTER W N � O O ROOF CRITERIA Lu N ° 0 12" OVERHANG U.N.O. 00 N O CD- PLUMB CUT FASCIA ' v� -a o ~o ROOF PITCH PER ELEVATION 2 s SHINGLES 'S CLM ROOF PITCH VARIES PER SUBDIVISIONS IT IS THEco CONTRACTORS RESPONSIBILITY TO VERIFY s? ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. STEP FLASHING SHALL BE USED ON ALL ROOF TO WALL INTERSECTIONS ON RAKES. ATTENTION CONTRACTORS ALL PENETRATIONS THROUGH ROOF ARE TO BE LOCATED ON REAR OR IF NECESSARY ON THE SIDE OF THE ROOF BEHIND THE FRONT FACADE ZONE. EXTERIOR PLASTER R703.6 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH i ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. e R703.6.1 LATHE. ALL LATH AND LATH ATTACHMENTS SHALL BE OF i CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 -INCH -LONG (38 MM), 11 GAGE NAILS HAVING A 7/16 -INCH (11.1 MM) HEAD, OR 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, SPACED AT NO MORE THAN 6 INCHES (152 MM), OR AS OTHERWISE APPROVED. i R703.6.2 PLASTER. PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER ; MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, 1 PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1). 1 ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT I EXTEND BELOW, LATH, PAPER AND SCREED. I THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL BE AS SET FORTH IN TABLE R702.1(3). I 1 R703.6.2.1 WEEP SCREEDS. ! A MINIMUM 0.019—INCH (0.5 MM) (NO. -26 GALVANIZED SHEET GAGE), CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 1/2 INCHES (89 MM) SHALT:::.. BE AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASM C 926, THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WEATHER—RESISTANT BARRIER SHALL LAP THE I ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. I R703.6.3 WATER—RESISTIVE BARRIES. WATER—RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD—BASED SHEATHING, SHALL INCLUDE A WATER—RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY ! SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE i AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.8) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED I BETWEEN THE LAYERS. i I 1 s R612.2 Window sills. , In dwelling units where the opening of an operable window is located more than i finished rade or surface below, the lowest art 72 inches (1829 mm} above the fln g p , of the clear opening of the window shall be a minimum of 24 inches (610 mm) p 9 i above the finished floor of the room in which the window is located. Operable , sections of windows shall not permit openings that allow passage of a 4 inch i (1 02 mm) diameter sph r where such openings are located within 24 inches I 610 mm of the finished floor. ( ) i i i 1 i 1 I i i I I c c I The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUIL ' z �H tz *44 N r. wLU � W��6TTTFtId. ��, c 0z. � 2-21 Ce LU o t yR F- Y nSozcFia dtaw c .r: W w _F W �4N o�w Uw = W V) U ❑ rFo O LL WW'E)K3SQd'AkA1 i ARCHITECTURAL — Z i COMPOSITE SHINGLES LL. ' i Q 6" FASCIA BOARD 2 (� M — — —® — — -- _ �6 O I Z U ! O Q _ — V 20'-0 3/411 > i O Z E O _I HEEL HGT @ MAIN HOUSE — Q O 1 ' i 1 ? ,I 2ND FLOOR BRG. HGT. 1 6�� FRIEZE BANDING s a T 8 3/ 411 — IT -8 .. , . , ,• �:..,.. .., , .. ,, :.�• -�. u �' WI D W R HGT. N 0 HD TEXTURED CEMENT S,., PLA TER FINISH e . , 12 , I , 4D I u I � 2 01 411 1 -8 3/ w 4 2ND FIN. FLR b ? 9'-411 1 ST FLR TOP OF MASONRY —�– TEXTURED CEMENT .. .. t+_�•—r�..� •,:�ti. -ar_ .�.V ., . . .i , .• ,.. : m. �:.. :,. —�'--'--,—fib--T,', 8 01 11 PLASTER FINISH D HDR HGT. WINDOW FOAM SHAPED • COLUM CAP ° 2' 0" SMOOTH TEXTURE ; co CEMENT PLASTER FINISH FOAM SHAPED COLUMN BASE 0-011 — — — — —� ., , N. F 2'-8" BANDING 1 1/2" THICKNESS AND 2" CAP W/ SMOOTH TEXTURED CEMENT PLASTER FINISH RIGHT ELEVATION LEVATION1/411 - 1 /4 11= 1'-011 MASTER W N � O O ROOF CRITERIA Lu N ° 0 12" OVERHANG U.N.O. 00 N O CD- PLUMB CUT FASCIA ' v� -a o ~o ROOF PITCH PER ELEVATION 2 s SHINGLES 'S CLM ROOF PITCH VARIES PER SUBDIVISIONS IT IS THEco CONTRACTORS RESPONSIBILITY TO VERIFY s? ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. STEP FLASHING SHALL BE USED ON ALL ROOF TO WALL INTERSECTIONS ON RAKES. ATTENTION CONTRACTORS ALL PENETRATIONS THROUGH ROOF ARE TO BE LOCATED ON REAR OR IF NECESSARY ON THE SIDE OF THE ROOF BEHIND THE FRONT FACADE ZONE. EXTERIOR PLASTER R703.6 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH i ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. e R703.6.1 LATHE. ALL LATH AND LATH ATTACHMENTS SHALL BE OF i CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 -INCH -LONG (38 MM), 11 GAGE NAILS HAVING A 7/16 -INCH (11.1 MM) HEAD, OR 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, SPACED AT NO MORE THAN 6 INCHES (152 MM), OR AS OTHERWISE APPROVED. i R703.6.2 PLASTER. PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER ; MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, 1 PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1). 1 ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT I EXTEND BELOW, LATH, PAPER AND SCREED. I THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL BE AS SET FORTH IN TABLE R702.1(3). I 1 R703.6.2.1 WEEP SCREEDS. ! A MINIMUM 0.019—INCH (0.5 MM) (NO. -26 GALVANIZED SHEET GAGE), CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 1/2 INCHES (89 MM) SHALT:::.. BE AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASM C 926, THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WEATHER—RESISTANT BARRIER SHALL LAP THE I ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. I R703.6.3 WATER—RESISTIVE BARRIES. WATER—RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD—BASED SHEATHING, SHALL INCLUDE A WATER—RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY ! SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE i AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.8) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED I BETWEEN THE LAYERS. i I 1 s R612.2 Window sills. , In dwelling units where the opening of an operable window is located more than i finished rade or surface below, the lowest art 72 inches (1829 mm} above the fln g p , of the clear opening of the window shall be a minimum of 24 inches (610 mm) p 9 i above the finished floor of the room in which the window is located. Operable , sections of windows shall not permit openings that allow passage of a 4 inch i (1 02 mm) diameter sph r where such openings are located within 24 inches I 610 mm of the finished floor. ( ) i i i 1 i 1 I i i I I c c I The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUIL ' z �H tz *44 N r. wLU � W��6TTTFtId. ��, c 0z. � 2-21 Ce LU o t yR F- Y nSozcFia dtaw c .r: W w _F W �4N o�w Uw = W V) U ❑ rFo O LL WW'E)K3SQd'AkA1 i Z i LL. ' i Q (� M W ♦^ • VJ s r cv O I Z U ! O Q v, V Q > i O Z E O _I 0 Q O 1 ' i 1 ? r C I � SANF oRD "'ARTM� G u C title: ELEVATIONS 4 C project no. 2015356 u t checked: AB/EA/MC o drawn: date: 06-17-15 scale: AS SHOWN G 3A 1 ,DING CODE and is certified as such ( 1) 4 F.I. VENTEI VENT. () 4 FT VENNI NT, 40'-0" ROOF PLAN ELEVATION "All 1/4" = 11-0" .MASTER w 05 04 E WNo0pd � M CV GENERAL NOTESL—LN CC'4> Coo 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO o .6 1 SERVE AS A TRUSS DESIGN. °° t rn w 2. TOP PLATE HEIGHTS VARY. SEE BUILDING , 42 -0 SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. ' z 144, oF� n a G e x m;Ce{ b F ME z ul 52 ZZ cn _1 WW Lf) „r a S o C'S `•�LTae4e ` P, a C P. z C` w � z � �'1� �� w • Y� ^�' w7d�� O �O v M3 R Z it �o Fwd 4 El LL WOO'DN�SQ3'MMM 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS I— OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF Ca TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL Q GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. Z 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: � A) ALL CEILING HUNG SOFFITS AND SOFFITS U) WITH CABINETS AS SHOWN ON PLANS. > B) ATTIC LOCATED HVAC UNITS AS SHOWN ON N PLANS. DC 7. REFER TO MANUFACTURER SPECIFICATIONS FOR U INSTALLATION REQUIREMNTS OF ALL HARDWARE BEFORE INSTALLATION. ' i 8. PROVIDE BRACING AND BLOCKING PER BCSI-03 IN I checked: AB/EA/MC ADDITION TO BRACING AND BLOCKING SHOWN ON i m PLANS. VENTILATION REQUIRED ' LAMANCO EAVE VENTS 3611 SQ. IN PER 4 FT SECTION. i 11885 S.F. / 300 = 6.2833 ' I 6.2833 / 2 = 3.1416 1 3.1416+ *144 = 452.399 SQ. IN. 1 I 453 SQ.IN OF VENT REQUIRED 1 1 453 SQ.IN OF OFF RIDGE VENTS REQ. 453 SQ. IN EAVE VENTS REQ. 453 — 327 = 127 SQ.IN EAVE VENTS REQ. 1 127/36 = 3.5 ` 1 4 SAVE VENTS REQUIRED AT FIRE SOFFITS 1 INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF a z 144, oF� n a G e x m;Ce{ b F ME z ul 52 ZZ cn _1 WW Lf) „r a S o C'S `•�LTae4e ` P, a C P. z C` w � z � �'1� �� w • Y� ^�' w7d�� O �O v M3 R Z it �o Fwd 4 El LL WOO'DN�SQ3'MMM The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. I— tic o Ca OC Q � Z O � w U) „r, > OC N O DC Z U OQU project no. 2015356 a checked: AB/EA/MC m Z O°Q (D N Scale: AS SHOWN Q no O IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEWALL H _ INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. R m IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. tic o SqN� Cc) ®�O gR71v1E�C t1 E title: 2 ROOF PLAN project no. 2015356 a checked: AB/EA/MC m drawn: date: 06-17-15 N Scale: AS SHOWN DISCLAIMER no IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEWALL H _ INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. R IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & 0 4A FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. U NO EXCEPTIONS. The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. <V io N iD CAB SUP e� (:) KITCHEN 1/4" = 1'-0" II III J J J 4 ARCH AT PWDR RM 1/41' = 1'-0". 2X4 L01 AT 34" 1 LINE OF ABOVE 2X4 L01 AT 20" 1 2X LED( AT 20" F TILE SHE 2 KITCHEN 1/411 = 1'-0" 00 5 BATH 2 1/4" = 1'-0" N In I 3 1/2"5'-0" VARIES PLAN VIEW- RECTANG. TUB AA 2X LEDGER AT 20" HIGH 2X4 LOW WALL AT 34" HIGH PLAN VIEW LINE OF COUNTER TOP ABOVE 2X4 LOW WALL .............. AT 34" HIGH 2X LEDGER AT 20" HIGH 1R 16 o is GABS PER iv CABS PER SUPPLIER SUPPLIER C CABS PER iu V SUPPLIER iv O 't X 'y G CL11 00 ie Q QW SINK � r L Z O C w 6 y) CABS PER - (� N O Z SUPPLIER p ih 1 Z 2 KITCHEN 1/411 = 1'-0" 00 5 BATH 2 1/4" = 1'-0" N In I 3 1/2"5'-0" VARIES PLAN VIEW- RECTANG. TUB AA 2X LEDGER AT 20" HIGH 2X4 LOW WALL AT 34" HIGH PLAN VIEW LINE OF COUNTER TOP ABOVE 2X4 LOW WALL .............. AT 34" HIGH 2X LEDGER AT 20" HIGH 3 UTILITY 1/411 = 1 1-011 WC M 1R 16 o is w0 0 U CABS PER SUPPLIER OPTIONAL W D 3 UTILITY 1/411 = 1 1-011 WC M MIRROR C 00 w0 0 U CABS PER SUPPLIER L�McoN 6 MASTER BATH 1/4" = 1'-0" NOTE: FIRESTOPPING BETWEEN STAIR STRINGERS AT LEAST ONCE IN THE MIDDLE OF EACH RUN, AT THE TOP & BOTTOM & BETWEEN STUDS ALONG & IN LINE W/ ADJACENT RUN OF STAIRS F/REFER TO ELEVATIONS FLOOR PLAN SHEETS FOR CEILING HGTS. 42" HT. WALL 11 17 RISERS 16 TREADS RISERS 7.57 TREADS 10" i� FLOOR TRUSS r ip v. M -0' OPEN v MASTER 0 0 r� 0 Z 0 LU M 0 J 0 M b - CONT. HANDRAIL 7 STAIR SECTION $ FOYER ELEV 1/4" = 1'-0" 1/4" = 1'-0" ELEV "A" SHOWN FBRC 2014: R311.7.5.1 Riser height. The maximum riser height shall be 73/4 inches (196 mm). The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch o (9.5 mm). Risers shall be vertical or sloped from the underside of the leading edge of the tread at an angle not more than 30 degrees (0.51 rad) from the vertical. Open risers are permitted, provided that the opening between treads does not permit the Ito X passage of a 4 -inch (102 mm) diameter sphere. R311.7.5.2 Tread. The minimum tread depth shall be 10 inches (254 mm). The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). R311.7.5.2.1 Winder treads. Winder treads shall have a minimum tread depth of 10 inches (254 mm) measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a minimum tread depth of 6 inches (152 mm) at any point within the clear width of the stair. Within any flight of stairs, the largest winder tread depth at the walkline shall not exceed the smallest winder tread by more than 3/8 inch (9.5 mm). Consistently shaped winders at the walkline shall be allowed within the same flight of stairs as rectangular treads and do not have to be within 3/8 inch (9.5 mm) of the rectangular tread depth. _ R311.7.5.3 Nosings. w- The radius of curvature at the leading edge of the tread shall be no greater than 9/16 inch (14.3 mm). A nosing not less than 3/4 inch (19 mm) but not more than 11/4 inches (32 mm) shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch (9.5 mm) between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch (12.7 mm). LINE OF COUNTER TOP ABOVE R311.7.8 Handrails. ____--------- _--- _ �_____.___ ._____.. _____ .__ ________ __..__,_ _._-_ -_ __ Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. LINE OF TUB - --- ---- - ------- ------------- - -- NOT SHOWN ARCHITECTURAL __.-_-__�.___ -- _-.-- -._..: _.. ---._ _-- �___._ - SHINGLE ROOF 2X4 LOW WALL AT PER SUBDIVISION 8311.7.8.1 Height. 20" HIGH Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not ELEVATION"B" less than 34 inches (864 mm) and not more than 38 inches (965 mm). SHOWN R311.7.8.2 Continuity. BEDROOM Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a 0 LINE OF TUB NOT SHOWN `" AA DETAIL LINE OF TUB NOT SHOWN 20" HIGH 2X4 L g TUB DETAILS 1/2" = 1'-0" BB DETAIL 0NOW Z a LU w ,�, p . •• •"" o rn c°Op' \" wD°wto C.T �...- OWo= " w Z b q .•r'�n �� z d 9 °' Z5 5 W W y��y; >i199e'd� y N V t WNL z�Ow L)w ELUrx o ca El D D LL NIO�'�JN3SQ,�'CAMAA u �- Q O I"- w0 0 U L�McoN C �LJLONO CQ5 V O N -2n C O 't X 'y G CL11 u r__ C0 $ Q o C 0 0 r� 0 Z 0 LU M 0 J 0 M b - CONT. HANDRAIL 7 STAIR SECTION $ FOYER ELEV 1/4" = 1'-0" 1/4" = 1'-0" ELEV "A" SHOWN FBRC 2014: R311.7.5.1 Riser height. The maximum riser height shall be 73/4 inches (196 mm). The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch o (9.5 mm). Risers shall be vertical or sloped from the underside of the leading edge of the tread at an angle not more than 30 degrees (0.51 rad) from the vertical. Open risers are permitted, provided that the opening between treads does not permit the Ito X passage of a 4 -inch (102 mm) diameter sphere. R311.7.5.2 Tread. The minimum tread depth shall be 10 inches (254 mm). The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). R311.7.5.2.1 Winder treads. Winder treads shall have a minimum tread depth of 10 inches (254 mm) measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a minimum tread depth of 6 inches (152 mm) at any point within the clear width of the stair. Within any flight of stairs, the largest winder tread depth at the walkline shall not exceed the smallest winder tread by more than 3/8 inch (9.5 mm). Consistently shaped winders at the walkline shall be allowed within the same flight of stairs as rectangular treads and do not have to be within 3/8 inch (9.5 mm) of the rectangular tread depth. _ R311.7.5.3 Nosings. w- The radius of curvature at the leading edge of the tread shall be no greater than 9/16 inch (14.3 mm). A nosing not less than 3/4 inch (19 mm) but not more than 11/4 inches (32 mm) shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch (9.5 mm) between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch (12.7 mm). LINE OF COUNTER TOP ABOVE R311.7.8 Handrails. ____--------- _--- _ �_____.___ ._____.. _____ .__ ________ __..__,_ _._-_ -_ __ Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. LINE OF TUB - --- ---- - ------- ------------- - -- NOT SHOWN ARCHITECTURAL __.-_-__�.___ -- _-.-- -._..: _.. ---._ _-- �___._ - SHINGLE ROOF 2X4 LOW WALL AT PER SUBDIVISION 8311.7.8.1 Height. 20" HIGH Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not ELEVATION"B" less than 34 inches (864 mm) and not more than 38 inches (965 mm). SHOWN R311.7.8.2 Continuity. BEDROOM Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a 0 LINE OF TUB NOT SHOWN `" AA DETAIL LINE OF TUB NOT SHOWN 20" HIGH 2X4 L g TUB DETAILS 1/2" = 1'-0" BB DETAIL 0NOW Z a LU w ,�, p . •• •"" o rn c°Op' \" wD°wto C.T �...- OWo= " w Z b q .•r'�n �� z d 9 °' Z5 5 W W y��y; >i199e'd� y N V t WNL z�Ow L)w ELUrx o ca El D D LL NIO�'�JN3SQ,�'CAMAA u Cr..Ln T C V c . f1/ u Q o C � r L Z O C w 6 y) loor) (� N O Z U OQ� � 1 Z o0< J C� I �1 :1 = il H S h S point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel. posts or safety 2 ' CRI,CKET A/C FLEX DUCT TYPICAL terminals. Handrails adjacent to a wall shall have a space of not less than 1.1/2 inch (38 mm) between the wall and the handrails. � --- ---- -- --- SEE HVAC PLANS p U10'-8 3/4"----- - --- - --- - - - - - - ---- ---2ND FIN. FLR - - q8311.7.$.3 Grip -Size. -.__ _ ----------------- 9-411 .-...... ---------.--.--------- --- ------- --.- - All required handrails shall be one or the following types or provide equivalant graspability. a 1 ST FLR TOP OF CMU 16" FLOOR a TRUSSES 1. Type I. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4 inches (32 min) and not greater ---------- - --- -- -- - --- - -- - - --- - 8'_0., - than 2 inches (51 mm). If the handrail is not circular, it shall have aperimeter dimension of at least 4 inches (102 mm) and not z title: WINDOW HDR greater than 6 1/4 inches (160 mm) with a maximum cross section of dimension of 2 1/4 inches (57 mm). Edges shall have a o minimum radius of 0.01 inch (0.25 mm): S INT. ELEVS/ STAIR SEC I- 16" RND COLUMN wi _ 2. Type Il. Handrails with a perimeter greater than 6 1/4 inches (160 mm) shall have a graspable finger recess area on both sides of z SMOOTH TEXTURE o the profile. The finger recess shall begin within a distance of 3/4 inch (19 mm) measured vertically from the tallest portion of the � profile and achieve a depth of at least 5/16 inch (8 mm) within 7/8 inch (22 mm) below the widest portion of the profile. This project no. 2015356 checked: AB/5356 required depth shall continue for at least 3/8 inch (10 mm) to a level that is not less than 13/4 inches (45 mm) below the tallest portion of the profile. The minimum width of the handrail above the recess shall be 1 1/4 inches (32 min) to a maximum of 2 3/4 m drawn no not DEN GARAGE inches (70 mm). Edges shall have a minimum radius of 0.01 inch (0.25 mm). date: 06-17-15 ----------- --- FIN. FLR.--- PORCH WALL SECTION AT ENTRY ELEVATION"B" SHOMI 1/2"'.ar 10 ENTRY SECTION 1/2" = 1'-0" DISCLAIMER N Scale: AS SHOWN ,0� INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF I - CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. I IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & } FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. IL NO EXCEPTIONS. 05 U The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. I 11,x, _ L _II II IlI:6 1st FLOOR 1 /4" = 1'-011 ni.qr.i QinAI=R ELECTRICAL PLAN IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. NFPA 70 ADD GFCI PROTECTION TO RECEPTACLES IN LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLE OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. OPT FLOOD LIGHTS OPT FLOOD LIGHTS I FLOOR ELECTRICAL PLAN 1'-011 200A INDOOR PANEL CENTER #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu #15 copper to lights & outlets ER CO. FEED "-4 Bare Cu Ground 4 Bare attached to footer steel Footer STEEL Groundrod tied to footer steel OR ELECTRICAL RISER GENERAL NOTES 1. FAN, PHONE, & CATV LOCATIONS PER CONTRACT R314.2 / R15.1 2. ALL SMOKE/CARBON MONOXIDE DETECTORS TO BE INSTALLED PER 2010 FBRC REFERENCED NFPA 72. SMOKE DETECTORS SHALL BE HARDWIRED INTO AN AC ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 3. ARCH FAULT BREAKERS: ALL BRANCH CIRCUITS SERVING BEDROOMS, FAMILY ROOMS, HALLWAYS, AND DINING ROOMS SHALL BE PROTECTED BY ARCH FAULT BREAKERS, PER NEC 210.128 4. TAMPER-RESISTANT "TR" RECEPTACLES: ALL 125 -VOLT, 15 & 20 AMPERE ELECTICAL OUTLETS (RECEPTACLES) IN LIVING ROOM AREAS, BATHROOMS, KITCHEN, GARAGE, LAUNDRY ROOM, AND EXTERIOR LOCATIONS MUST BE "TAMPER-RESISTANT" PER NEC 406.11 5. ALL ELECTRICAL WORK AND APPLIANCES SHALL CONFORM TO 2010 FBRC REFERENCED NFP 72 6. EXCEPTIONS FROM GFI REQUIREMENTS SHALL BE PERMITTED PROVIDED LOCATION WHERE EXCEPTION IS DESIRED IS ALLOWED PER 2010 FRBC REFERENCED NFPA 72 7. UNLESS OTHERWISE INDICATED OR GOVERNED BY CODE, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR. ELECTRICAL DEVICES ABOVE FIN. FLR._ SWITCHES AND WALL OUTLETS OVER COUNTERS 48" TO C.L. REMAINING SWITCHES 48" TO C.L. WALL OUTLETS 12" TO C.L. TELEPHONE OUTLETS 12" TO C.L. TELEVISION OUTLETS 12" TO C.L. EXTERIOR GFI'S 12" TO C.L. GARAGE GFI'S (ABOVE GARAGE FLOOR) 48" TO C.L. THERMOSTAT 54" TO C.L. DOOR BELL CHIMES 84" TO C.L. DOOR BELL BUTTON LEVEL W/ DOOR HANDLE KITCHEN HOOD FAN "WHIP" 66" TO C.L. KITCHEN WALL HUNG MICROWAVE RECEPTACLE 76" TO C.L. KITCHEN DISHWASHER RECEPTACLE UNDER SINK KITCHEN RANGE 24" TO C.L. KITCHEN REFRIGERATOR 48" TO C.L. WASHER/DRYER OUTLET 36" TO C.L. C.L. = CENTER LINE HOLLYWOOD LIGHTS 84" TO C.L. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GF GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET ® DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET DISPOSAL WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH DIMMER SWITCH M MOTION DETECTOR SWITCH (OPTIONAL) O sP PRE -WIRED SPEAKER Ol RECESSED LIGHT FIXTURE ©vF' RECESSED LIGHT FIXTURE - VAPOR PROOF *-0 MONO POINT TRACK HEAD (OPTIONAL) PENDANT FIXTURE SURFACE MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE { WALL MOUNTED STRIP LIGHT UNDERCABINET LIGHTING (OPTIONAL) WALL SCONCE 4 EXHAUST FAN ({ EXHAUST FAN & LIGHT COMBO OUTLET FOR GARAGE DOOR OPENER SOFFIT OUTLET (OPTIONAL) �•� CHIMES PUSHBUTTON SWITCH ® SMOKE DETECTOR/CARBON MONOXIDE DETECTORS TELEPHONE OUTLET PREWIRE T TELEVISION OUTLET PREWIRE ETHERMOSTAT EELECTRIC METER © ELECTRIC PANEL DISCONNECT SWITCH SANF'ORD SECURITYSYSTEM KEYPAD o�p�IRlN��� �O� PRE -WIRE FOR CEILING FAN O FAN/LIGHT COMBO ySECURITY/FLOOD LIGHTS E GAS METER �B JUNCTIOON BOX LuNo S 02 N _ F- zd_O i/i —I LL 00 00 'a C z O � c �r- CIL x'� 'wOwm U O � zWum, ', w I— _ F- zd_O ,,, ° A N� a �+ z r n V �amz X000 m6n, 'wOwm U ` wW ISI N A ozor w a N mm11P w¢oa ZN= z� 4 r WW 2 .�, w as j40 �tX N CM W Luz NQ O 04 O LLO Oy z C3 Ix �OQ Qui �W Wo Uo Lu Iro J O Q O LL 2 C9 ILM xoaoxasa> mmm J ACITY OF SANFORD 1 COMMENTS 08-24-15 ci z title: 1st -2nd FLOOR ELECTRICAL PLAN Z c c , . 2015356 W ° c h c c h (-'(1AB/EA/MC oa6 m d}�cwn: d clt 06-17-15 N S cI l cAS SHOWN O H 0 } a El 0 U The 5,Lr uc°Lurall design of this building is in acc.ordnnep wutb Ulna 20LO FLORJDA RESIDENTIAI. BUILDING CODE innd vs cortili'llod as, �u(Ai. I— r n V 1 Z p� � Lu rO �+ / L N O OC z ) O I..L� O O Q J 2 C9 ACITY OF SANFORD 1 COMMENTS 08-24-15 ci z title: 1st -2nd FLOOR ELECTRICAL PLAN Z c c , . 2015356 W ° c h c c h (-'(1AB/EA/MC oa6 m d}�cwn: d clt 06-17-15 N S cI l cAS SHOWN O H 0 } a El 0 U The 5,Lr uc°Lurall design of this building is in acc.ordnnep wutb Ulna 20LO FLORJDA RESIDENTIAI. BUILDING CODE innd vs cortili'llod as, �u(Ai. 50# FELT OVER METAL FLASHING a1 1 1 1 11 1 1 1 1 1 MASTER C, iI rri 7 - SHINGLE ROOF PER CONTRACT TYPICAL VALLEY FLASHING DETAIL N.T.S. TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS R SHINGLE ON 15# FELT OVER ROOF 2. SCORE &FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO G SPECIFIED ON NAILING SCHEDULE ALLOW FOR FLASHING INSTALLATION 'RE -ENGINEERED ROOF TRUSSES 24" O.C. 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING HURRICANE STRAP PER AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE ROOF FRAMING PLAN BRG. HGT. LUM. DRIP EDGE K6. FASCIA VENTED ALUM. SOFFIT FINISH TING AS REQ'D TYPICAL WINDOW &SLIDING GLASS DOOR Z FLASHING DETAIL N.T.S. OPTION - A FLASHING WOODEN SIDING k� SILL PLATE Py SEE NOTE #2 WA EA LL SHEATHING NG NOTES: 1, FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE N.T.S. WALL PER PLAN 6 RUN KICKOUT FLASHING 6" PAST EDGE OF ROOF TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. PLAN VIEW EXTERIOR SHEATHING �FgTy FOLD UP WEATHER F� RESISTIVE BARRIER & TEMPORARILY SECURE RFs�s WEATHER RESISTIVE BARRIER jSILL PLATE /(SEE DETAIL B 2 FOR OPTIONS) 5� 6P� CORNER PATCH FLASHING w�oa EE �? (ASSEMBLED WINDOW) z N c J co � L�POti z � N r- FLASHING x C QfA --- FLASHING J& Irl CU NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. WEATHER FOLD UP WEATHER MECHANICALLY FASTEN AS RESISTIVE RESISTIVE BARRIER & NECESSARY IN CORNERS BARRIER TEMPORARILY SECURE THROUGH FLASHING, WEATHER EXTERIOR RESISTIVE SHEATHING BARRIER TAPE - SILL PLATE 2 1 2 FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL N.T.S. 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE I / CONTRACT R w�oa EE �? (ASSEMBLED WINDOW) z N c J co � L�POti z � N r- FLASHING 1 2 FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL N.T.S. 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE I / CONTRACT R z W F w '2 m 2 ` TYPICAL ROOF TO WALL FLASHING DETAIL W - -- N.T.S. F WALL COVERING LU ooHH'A. .T W 06Z o ❑'tom 2014 FBRC SECTION R703 EXTERIOR COVERING o o EXTERIOR WALLS SHALL PROVIDE THE BUILIDNG WITH AWEATHER-RESISTANT EXTERIOR WALL ENVELOPE. THEo� I -='!z°` w� `�' EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL Z4 ,�° ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER z W J w� �a WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS LL�� �'4' w REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. za Q PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE ° mFo 0o W �w UJ W rr h Ll PROTECTION WITH SECTION R702.7 OF THE CODE. W ° LL �oaoN�saam,enn O R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 W FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 4 EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF = _ WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. v � (L R703.8 FLASHING 0 APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT L Q ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT m z COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND W 0 W CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF L{� > SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED z N O CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: a 0/ z V me 0 O W _ 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND = ❑ TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT c DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE z OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: W O 0 Q 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT c ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S W INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE _ <C O SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE z BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. W M EG W 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. _ x n 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. W x 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMAIWDMA 300. 0 F 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS I'�ILD�r�G' d 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. SANFORDD 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. W 5 2 `x. 3 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME z title: CONSTRUCTION. FLASHING DETAILS 0 6. AT WALL AND ROOF INTERSECTIONS. x 7. AT BUILT-IN GUTTERS. o project no. 2015356 DISCLAIMER a checked: AB/EA/MC m drawn: m w". ,,�,� �'.,�w�-...,,.,,.�..,.,,.-,.-�, .,,.`,�,", , , ,."„�.. T- date: 06-17-15 INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. N scale: AS NOTED IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. a WP1 0 U The structural design of this building is in accordance with the 2010 FLORIDA ttt;MUEN'1'lAL BUILDING CODE and is certified as s rniTm- w�oa EE �? LLJNCD� � M � O N c J co � L�POti � N r- O tm x C QfA 14 (1) J& Irl CU z W F w '2 m 2 ` TYPICAL ROOF TO WALL FLASHING DETAIL W - -- N.T.S. F WALL COVERING LU ooHH'A. .T W 06Z o ❑'tom 2014 FBRC SECTION R703 EXTERIOR COVERING o o EXTERIOR WALLS SHALL PROVIDE THE BUILIDNG WITH AWEATHER-RESISTANT EXTERIOR WALL ENVELOPE. THEo� I -='!z°` w� `�' EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL Z4 ,�° ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER z W J w� �a WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS LL�� �'4' w REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. za Q PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE ° mFo 0o W �w UJ W rr h Ll PROTECTION WITH SECTION R702.7 OF THE CODE. W ° LL �oaoN�saam,enn O R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 W FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 4 EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF = _ WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. v � (L R703.8 FLASHING 0 APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT L Q ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT m z COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND W 0 W CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF L{� > SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED z N O CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: a 0/ z V me 0 O W _ 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND = ❑ TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT c DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE z OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: W O 0 Q 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT c ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S W INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE _ <C O SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE z BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. W M EG W 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. _ x n 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. W x 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMAIWDMA 300. 0 F 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS I'�ILD�r�G' d 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. SANFORDD 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. W 5 2 `x. 3 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME z title: CONSTRUCTION. FLASHING DETAILS 0 6. AT WALL AND ROOF INTERSECTIONS. x 7. AT BUILT-IN GUTTERS. o project no. 2015356 DISCLAIMER a checked: AB/EA/MC m drawn: m w". ,,�,� �'.,�w�-...,,.,,.�..,.,,.-,.-�, .,,.`,�,", , , ,."„�.. T- date: 06-17-15 INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. N scale: AS NOTED IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. a WP1 0 U The structural design of this building is in accordance with the 2010 FLORIDA ttt;MUEN'1'lAL BUILDING CODE and is certified as s rniTm- MTTTEM Lu It- oc> E pp LIINCO CON U 7/8" Cement Plaster M N rn 0 WEATHER RESISTIVE 7/8 Cement Plaster OD CO "0 BARRIER WINDOW UNIT in accordance withLL DOOR ROUGH OPENING ASTMC926 In accordance with r N . O SLOPE ASTMC926 Ict q C CD :rte 0.3 in: 12.0 in c CL wooD FRAME colusTR. ""5 Felt backed metal Felt backed metal.12 (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING ••=•••r • 3/4"-1" BEAD OF CONSTR. lathe in accordance lathe in accordance ` ro BY LAPPING DOWN ."...... : ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING _. with ASTMC:1063 With ASTM C1063 d O OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN a e t \ e WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND EXTERIOR Building Paper Building Paper OR EQUAL WEATHER PROOF CAULKING % 3 CEMT. FIN. : 7/16 O.S.B. ' --7/16 O.S.B. A' sheathing �. SELF -ADHERED FLASHING BUILDING PAPER i , g 711, sheathin EAL TOPS OF JOISTS ;.: WIRE LATH,,i i , _.--NDER DECKING.. .... Metal SUBFLOOR Keep top edge g SEE DETAIL WP07> I ' ' of weep screed Flashing 2" below top of 3 1/2.. V. block RIM JOIST Unperforated Flange 7/8" Vulcum g, cauk bottom ,� . Weep Screed joint only ,ti iu MaintainA 81. Metal Flashing • - Bottom of _.• � - -__ � -_ _ 3-1/2" Unperforated Weep Screed - Flange 7/8" Weep Screed 1 1/2" to 2" SELF -ADHERED FLASHING SELF -ADHERED FLASHING Above Roof 1/2" Cementitious EXTERIOR DOOR WITH DECK- SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Sheathing Decorative Finish % •o•. .•o All inside and o • •. outside corner will F , .•�• need to be miter MECHANICALLY FASTEN IF RUBBERIZED ASPHALT '• +" EXTERIOR SHEATHING RUBBERIZED • cut and caulked all 3/4" 1"BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE0 ''% EXTERIOR SHEATHING ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ASPHALT ADHESIVE I fie CCOrdance Plaster • • • butt joints need t0 THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING ••• ••• , beCaUlked USing W UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW with ASTMC926 I •' • Vulcum caulk for all OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) Over wood 2ndREFER TO TECHNICAL 1 floor LETTER ON CHEMICAL SCORED t RELEASE PAPER Z w F] t p ° ° BEFORE FOLDING, SCORE _�O Mh116 COM PATI BI LITY W zw Irl SELF -ADHERED FLASHING SELF -ADHERED FLASHING, EXTEND A MINIMUM ti w �'` a' RELEASEADHESIVE AS SFbVVN) SE •"=r � � w � ��4° '� �� VERTICALLY FROM BOTTOM OF / 19zz W ��oO ^'uM�",• -•° ate°;:. ° t THRESHOLD,, zd za a H . y �` 1-4 2 3 U. SECTION -A (SEE DETAIL WP02) W �, V L 0Uwo d S � SELF -ADHERED FLASHING o�T � z � ' `� T �° �' 1 /2" Cement m Z o g I-+—� VA o' �, : �" ti d y V�, � ..°. ° 2 Plaster Finish Z p.„-, �N, = r A �� D I I ��. w H ed EarF f.pg.'. SELF -ADHERED FLASHING n I 'I I I i• ' � � � opt Z � � ��""a c e o e��y ° NAILING FLANGE RI II o ai W ai w 2 1/2” PerforatedSEAL TOPS OF o y a o o w w BOTTOM NAILING , g p d o DO NOT FLASH UNDER DECKING JOISTS x' Block „ 0 w 0 0 (SEE DETAILwP07) Flan a 1/2 Wee = w � � U � • c Screed W FLANGE Cement ' . • NSOJ'JDCSSQd'h1h1M Plaster SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING over block I HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 1st floor / w \ Install bottom d Slab edge of weep oL screed 1" below Ly _ 3 finish floorTZ �- - F V OPTIONAL DETAIL _ FIGURE 1: FLASHING INSTALLATION FLASHING INSTALLATION Note. ; [� WHERE ROOF MEETS VERTICAL WALL 1 WALL SHEATHING - ding paper The bull and metal Q ASPHALT SEALANT: lath must be installed over the 0 EXTENDMIN.OF6" WEEP SCREED DETAIL 0 1 OUTSIDE OF FLASHING GALV. MTL. SPECIFIED S EXTURED, P FI N SD - a ' ASPHALT BASED - - - - -- ---- to of the wee screed. - SCALE: NOT TO SCALE d 'L' FLASHING ROOF CRICKET: SF_ALANT APPLIED p p z' (11/ BY PLAN MIN: UIR SLOPE BEHIND FLASHING p M `+-• Z (REQUIRED AT 16 X 18�� H GALV. z O W ROOF SHINGLES ALL LEVEL VALLEY VERTICAL WALL FLASHING CONT. - AND EXTENDING A LOCATIONS) AT ENTRY Cn MINIMUM OF 6" ABOVE r� 6.. z_ PLASTER STOP V J M;ROOF L� VERTICAL RISE OF �. !SHIN S FLASHING AT KNEEWALL Z L.L O C) DIVERTER 6" X 18" H GALV. N -SEALANT SHEATHING ` r n • 0 V FLASHING - O Q FLASHING CON FLASHING DETAILS 0 V DRIP EDGE NOTE: THIS DETAIL IS REQUIRED Z AT ALL VERTICAL WALL INTERSECTIONS f SELF ADHERED FLASHING Z O FASCIA WITH ROOF VALLEYS &ROOF CRICKETS. 6" HORIZ. PATCH O FLASHIN (i'� -„_-.- -ROOFING FELT C J (D FIGURE 2: WALL FINISH C FLASHING DETAIL AT CRICKET / DOUBLE s 2 W Q O TEXTURED, PAINTED KNEEWALL INTERSECTION JOIST _ EXTERIOR WALL FINISH ROOFING SYSTEM IS CERTAINTEED LANDMARK TL SINGLE OOD BEAM OR AR ASPHALT SHINGLES MANUFACTURED BY n JOIST BELOW 1 SELF -ADHERED FLASHING Z 1 HOLD EXTERIOR CERTAINTEED CORPORATION. SELF -ADHERED FLASHING FINISH 2” ABOVE r ROOF FLASHING 11 ° e F a °a 36" 1.. oC 3" M RED RE IN SELF-ADHE SELF D FLASHING FLASHING tl1 0 1 8" 8" 8" 8" 8" SE CAULKING NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING SELF -ADHERED FLASHING SELF -ADHERED FLASHING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. DECK JOIST OUTSIDE CORNER F 0 Ground } �� Line valley by centering a� sbih erK 36" wide 9i t 0 CertainTeed Win erGuard��a S���dRL% aterproofing S ingle ASPHALT SEALANT: nderlayment or�Y�2�i �l sd � et`ay"' ease > O 1RTME�� g � THESE DETAILS ARE GENERIC AND �A EXTEND MIN. 6" ABOVE dequkalentdirec to a GDutas 3ea�°`g° o�� MB�a`O``P MEANT TO SHOW GENERAL FLASHING w FLASHING 6 TO 12 Metal zed° 1 0°°` water Resistant Barrier AND WATERPROOFING METHODS TO _ 2 2 3 PER PLAN Dnp zZ 9 ass Lath BE USED. �� � HIGH a. of t nail within g Edge 2 5" Ee Sheathing z title: SPEC S. Embed a shingle DIVERTER �� valley centerline wid'strip o assphalt - -1 2a g raging cern nt. Stucco C FLASHING save? pi® o FLASHING DETAILS GALV.'L' FLASHING Cut 2" se in 5th Cour �� d "°° TYPICAL. E o diagonally upper Extend the shingles d ' orner of tri med Over the ra ka S1 .a ROOFING FELT t d d: °A ° • z° eaves abou 1�1 5 ' le. if drip edge is • : ° ' •a. '. n DRIP EDGE used, or about 3/4" project no. 2075356 if no drip edge is used. Foundation wati '. d^ n a checked: A B/EA/MC FASCIA ° Cutshingles2" ° d, . ° DISCLAIMER m drawn: back from ' , .: ° ° • .�. ' . d •, • valley centerline 9: ^ w : da t e: 06-17-15 IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL C4 scal e: AS NOTED FIGURE 3: CORNER DETAIL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF �FLASHING DCONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC.( ---5 IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR H Z CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & D3 N.T.S. FOUNDATION WEEP SCREED FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. d WP20 The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BIUILDING CODE and is certified as such. FroTs=n• ­ - - -------- -------- - - � . � � - . - __ 1� _ ___ - ... - _.- _: ------- - � - I I __ - - ____ __ _ _-L I I II]LJ___1JL­. I -I 11 A_LLLj__1_11__L_iL1. - __ - ­_ -1. _____­_,_.____.____ � __­__._­.._______._ - - . I I I .1 L., � , , � - , , 11 I I ­­ - . I I 1� A A .1 I I- 11 [ [ II J1;UL1,1 III -ALLI : I . � 11 - I - __ - I I I I.- . . ........ .. I -1 � -1 I I ! . t I � : - I I loommulammmmom � ! I ` LOVII.-PROFILE � / C ,ONCRET E ROOFTILE ! ! LOW -PROFILE / � I i 'CLAY ROOF TIL 9 / Ili i / " ,,, 0` " ,,,,,�,��o,ol /"",,�,�,.�,,,�,��,,,',,','�,,�.�,.� 1, / ­�/'­' � 'o//,/��`,/�`/`,,�,- ,,, .... ; ,,­��.Z,,,-��;,,,,& J, , ,/ ­ " 1-, , ,,,, . ,i�, 1,,g r�",�,­ 11, �, " " ,'��,,,� � I t , ­ / ,,,,,,, �?,� '�','X. "" � I ,�,,, P, �1, ","', I I r1ItJA0tKI'Q- Qr,I`1nK4r%ADV k1r_'hM �� """ I _,� I . 11 "' 1"� , 11 ,4 1// I I . , �,�,� - . �, ___ I - I UHAOIN'S SECONDARY VENT '�`,',`F�­­' """ , "',11"', � TRUSS ��f _,--1 ",­_ "'. _� / (COVER) , `� ','�,, ";Y1, -, ----- -1 - 7j,,__,�0-­,-_,,ri_\,., - __,, .'__ I (COVER) , ", , _[ , _, , ,,,,,,, - � _�, ­��- _ "� - __ -- , " _ , , ­­)�, % , ­,� " - - - ___;� �_ _-11- I _�g_;, - 1 ��, " "7_,�,�r�, .�_, __11 ,,�, ."", I � ��­;� ., I _ " " _, _ '_ � - .____..__.._._-.__1_1._-. ­­­, ........ ­,­­.-­­.,.­ ________� ...... � - � _­­ .."', �,, '. ­ .11, , , '- I _­ , _1 " �, __� _�.,,.�,,��','�-.,.-___. - '_111 - - , "I "' I- ,"'�__" ­� --- � , - _­ ,­ .-,.-�.--..-....--.-,,--��---�------,-��-�� __ / . , 0, 1) PRIMARY VENT I , , 1 ,7�� - -,�'�� O'HAGIPT, �__j - _;,­�- - ,,�,,,--",,�,,,..-,"��""��l, � ........ _ I i�li '� " I ,�, - ,,��oo�;O"" 1- - - " " I � - - J. ,;,�.. , -1 ,�� ,,�'�,7� ... _­ __ - " - ? / �,�� ,_� � "I, � , k., '3, -, ,vol' "'I- " OTIAGIN'S PRIMAF � - - ,'� � _ �)___ (SUbFLASHING) ;�_ " __, .... 1�; _­z�,,�_'­­, ­­ __ � - - ____ " �-1, __---­_,:---­` I- - � __ (SUBIFLASHING) � ,,;,�­, ­ - "­` _"_�__ ,___ �', /, ""' - ­­ -, , ­�.�­' �r� '__111 - �� ,� I- ...... �-,_ _� N_� .'t�-11 I �, ,_ I.- 11 - ", � -.-� � ­ -­ '��__ _,"', �', __1 - . '1� .1 I ­i�, I ,/ LOCALLY -APPROVED I ., I r 11 ...... . ��­- ., "", '�_­­'�,)­ , "'."'.1 LOCALLY-APPRO' � - ) I - \­­­', ,vim, mp"sl'i -�­ PEFI & ,STICI�.-­ -.--" I �'­ 111, �__ - rl \ ,_ -�'­ i", -l", ,,:�- )��-,�,-o,�� - I -1, PLEL & STICK—- ,- _�, _ , � "' /,�"��', ":. WIRE MESH �� Z'1111,; --' N�­` I _/­,� -',-" 111'5'g� ,�l-l�'i'll�,,�'ll"�,,��,,�l'.�""�)<.,-,,,,�;,�.,,� '-I I ,,, ?­;�' - , 'IN'S PRWARY VENT . , , , , , , ,�, ,;" ,�� UHAG v, �- - � " ;/ ��,,� , , ", , ­­ I , ----,, ]��-,�"L,."..Z�o��.�.,,��:,-,:'�, I .,Z-11, , , �,, ,,,-' , F '""" 1 i,m , "I, � � � '11�' ! I I , \ - " ­__ I _�, _Iv _ �11, , ,I , � ( _ _ I., -11-1-1-11) "I `,­ �4-,�zi­­ -11, I � � \ " 1�1 � 11 (SUbFLA,3FIINC',) I � � _.- __ _.._\)1_ 1- _.- ,_ '], __­ -.1 ,,;��"� 1. \ � �`, Ir", � 1, 21 '' 7 OTAGIVS PRIMARY VENT , \ !� I _,', ,, i _,", , , -S V '­ 1� - , - - , � W 1 R E M � 3 IF " \ �� R'O 0 F D E 0 K1 I", I [ - - � __ __ _­ 1_4 __­\� ""' __­­ (SI-18FLASHING) � , � - __1 ­ " WIf"ID CLIP 'z' I " . _".11 ,-,- LY _ I - , 1, " , . � -WIRE-M,E811' [-ROOF DL -'(.',K I b A I'T E N LOCAL' --- I---- '�' ­­ \ - I 1\ LOCALLY- - - ­_\ APPROV17DSEALANT I LOCALLY -APPROVED [_____, APPROVEDSEALANT -1. � I.- ­­­_..___.._­_ ­__ _­ ------ -1-11--1-1 � UNDERLAYMENT ____________._ UNDERLAYMENT I O'I-IA(-',Ii�4'�38r--CONDAr�YVEKII*--- \ 011AGIN5 �31]CONDARY VENT---\ . (";OVER) ,\, --�,-,�f�_,�' EAVE VENT AS REQ'D ,,��,-,­-- ­_�_ � ,--,\ 1�__ SEE 1_2 ;�,-,�[���_ GALVANIZED--,, 2x4 SUB FASCIA PER COMMUNITY-,"", ELEV� ___ -----' j I - - -_ 1� I DRIP EDGE , 1� I FASCI�7 I 1x2 PT ------- �� `�, �T' - . , - -===1= I—, I I __ - . 314" HARDIE -- �&,� TRUSS � . FASCIA PER . ______ _.___,___,____,.____y. I ­ - ­­ __­_, - ", ­ -1-1--- _11.-_-1___-_1- I.."," __r ... ...... X - _­­'._,_,_____',_-_� 1 I , , I , ) LA I MUN , " -�- " "', _,_,__,­­"_­_­__' \ I , � ,�;' � ,", I LINE OF EXTERIOR I ­­ - ___ __ - ­­­ --- -_-1-- 7� 1 ) ��m­;�­ ELEV. REQ. Z ___ - � ���, �/""�,�,�.,��"-�-�/-"""""`1.�, i -j --- ------------------------ ---1 _­­_­­_._. 0- __ , - ,�,�,,,,/�,,,�,:,�,;���",'��,.,f;,,�,�,,,"�p;?I " F " tl��, , _ - , ""'1111- z 'II-_ FINISH GP 1 " DENS -G LASS SHAFTLINER -To � '?'��,,�,,,,�"?" , " ,,, ,j 1� A­­_�_111.`�_� 112,� - - ---- -- - , ,, ,.� - 1-11-- ....- `_­­_­_.­. ­­ 2", ­� ' _'____1_ :"L,-----�l---.-.-�...--,-.-,-"I-I.-�--.-�--�-.,-.,-"---�..-�--..---�-,�---l-.��-,�----�-,--.�-,,-�"-l-.-�.-,.--.-�---�".�--l�.1-I..-,--�-.-I-�1-11�-1-.-I�---�-.--- - -.--,.,.I".---,--�-..,-,-,-.-"-,�-�l---""--..-,",--.-,"-�.,�"",---.-�---�--"",�� ,­­ -m,_77 ____,_1__.__.__1_ - ,I .---..-.--....,--�,�.,-.�.,�.�l--,�.� ............... - ... "--..�.11--,---,�..--�",.-.,--,.,-.---..--,-,.�--,--.�--I -­- __1__.__1_1_1 ----I -1--l.1--�l-..�-.�..�,-�--l'-,�-11�l-. - 2x FRAME WALL . - -1 _ I ­ ----. - _­_ ___ I 11 __ ---�-.�.-�-.-�.-�.----�.----�-�.---.--,--.-.,,--.---..---------.�l---�-,".,-- _________ 1-1.1;_1_1-_ .... _.",_ r. TANCE I I , 1, " [ -1 �`�_11110/0 ____,__ ----,--.- ,\ ­­ --- ­­ J CHANNEL --`� O.H. PROVIDE I HR FIRE RESIS __ -'-"--- ___ - ___ - ___ __ ' _­_­___­­__'__' ---"-'-.-. ­ __ ___ I ­_­ -111 1-1-111- -­ ­­ ­­­ ­­­­­ ­ - - 11-l'...�l.-I'll�.11�.I.-II..,...-"...,.,�1.1�.�,�.11�... 1.111-I.- ' , __ __,_,._,___,__' _,_____ -I - --_1--_1-1-_- .-_-_1---_-. __1 __­_­ ���,,�.,��--�l--.,-,-�".[,-"7,�- L I -,"'"'I I _� i_._ ...... . ... � ........... _11.1.--F �' O'HAGINS NO'FE,3 (TYP.) � I ' " i11 --- __ - __ ,-,-- _____,_._J \ OTIAGIN'S PRIMARY � . .... .. . ....... _____.._..__ ... .... ... .. __________, F I I - OTIAGIN'S PRINIARY i-,�-.",�,�.--�,�-"'',��."-",-"-,.,..�-"-"� �.,---,���-,---"--,�,�"-,,---, ­­­ _11- - ­­ --- ____ -------- ---. 11 ---- ­­ -11--- ----�-�,�'ll"��.-Il.--�-�-�-,�-��-,-�----�-��l--.,-,�-", . (SEE ELEV.) BEHIND SOFFIT SYSTEM I . 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The strLLCLUE'at CteSigrl of this building is, in accoi-dance with the P.010 FLORIDA REStDENTIAL BUtLIANG CODE and is cevLified as such, i I I � � rni'mn. , I . � - r - I I I I --- ,_11-111- - I'll, I I la 11111 Al In 1111 liv Ill, I � I I I .1 11 I : � I - 11 I I 11 I I , Ill In III, ,n,"Ill, 1,101 11 I I I I '111:1 _ I -_ _ II I_ _ II I _ I-a111111_i,11. L I __ V A `. I- ER k TERMITE SPECIFICATIONS GENERALSTRUCTURAL NOTES STRUCTURAL DESIGN CRITERIA W o GEN W N 0 I LW--M°'� o CAST T IN PLACE REINFORCED CONCRETE STRUCTURAL STEEL - I SECTIONR318 PROTECTION AGAINST TERMITES 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 1. MATERIAL SPECIFICATIONS: WIDE FLANGESECTIONS: ASTM A992 GRADE 50 F y 50 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS KSI TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI PIPE STEEL: ASTM A53, TYPE E o - RMITI IDE C. STEEL: A36 F -36 KSI. HALL BE PROVIDED BY REGISTERED TE C S / ENTRAINMENT AND A MAXIMUM WATER/CEMENT RATIO OR S F - 35 KSI ALL OTHER STRUCTURAL &MIS TERMITE PROTECTION S O 1 ,AND HAVE 2 TO 5 a AIR U C y y INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED OF 0.63 2. STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE A325N U.N.O. ALL A325N f TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BOLTS SHALL BE BROUGHT TO A "SNUG -TIGHT" CONDITION, AS DEFINED IN THE USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, BEAMS. SPECIFICATION. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER 'THE TH N M1011 DIA TO BE A307 THREADED ROD CODE CRITERIA REGISTERED I III I ICIDE). UPON COMPLETION OF THE APPLICATION OF 3. HORIZONTAL FOOTING BARS SHALL BE BENT 1-0 AROUND CORNERS OR CORNER • FLORIDA BUILDING CODE ACCESSIBILITY 5th EDITION (2014). SPECIFICATION STRUCTURAL BOLTS SMALLER A 5 8 • BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-11). • SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10). TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE BARS WITH A 2'-0" LAP PROVIDED. • WOOD FRAMED CONSTRUCTION MANUAL 2012 EDITION. SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL • AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 • ALUMINUM DESIGN MANUAL - 2010 EDITION ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. SHINGLE BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX TILE HEAVY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185/ A185M-07. WWF SHALL BE ROOF (P,SF) ELECTRODES STEEL REINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ENGINEER ROOF (PSF) TOP CHORD LL COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". 20 OF RECORD BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED TOP CHORD DIL 10 TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN 1.5 LBS OF FIBER PER 25 CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE 0 0 FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." CUBIC YARD BOTTOM CHORD DL 316' UNO. 10 10 10 6. ALL REINFORCING STEEL/ STIRRUPS AND TIES SHALL BE NEW DOMESTIC 3. SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS INCLUDING 45 55 BOTTOM CHORD LL (OPT) SCAL & OIL &SHALL MEET ASTM A615/ DEFORMED BARS FREE FROM RUST,SCALE MEMBERS, CONNECTION PROFILES, SIZES, SPACING, AND LOCATIONS OF STRUCTURAL EM , ATTICS W/ LIMITED STORAGE NOTES: A185M-04A GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. ATTICS W1 HEAVY STORAGE 50 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION ON PRE -CAST CONCRETE PADS, TOP REINFORCING SHALL BE POSITIVELY 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY 10 " - - T BE DETERMINED AT LIQUID BORATE OR BOR A COR PRODUCT METHODS MUST SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS (NON -CONCURRENT) ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION.. PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS- REINFORCING TIED 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD TOP CHORD LL 40 (PSF) BUILDING DEPARTMENT. TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL 10 (PSF) INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS (IF BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL BE AS PER DETAIL MS05/ L1. PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. GAME ROOM/ READING ROOMS 60 (PSF) ' 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES 7. SIMPSON HIGH STRENGTH EPDXY-TIE ANCHORING ADHESIVE WAS USED IN THE 40 (PSF) d. A SINGLE CONCENTRATED LOAD BALCONIES OVER 100 SQ:FT 100 (PSF) UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, 125 (PSF) POINT ALONG THE TOP. GUARDRAILS AND HANDRAILS 200 (LBS)(d) PREVENT INSECT INFESTATION.� THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 50 (LBS)(f) PRE E N G I N E E R ED OO D TRUSSES RU`.'SESAPPENDIX STAIRS / NON SLEEPING ROOMS 40 (PSF) 3 OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. Q WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, 30 (PSF) • r - LIBRARIES -STACK ROOMS 1150 (PSF) I EQUAL TO 1 SQ. FT. APPENDIX "F" OF THE FLORIDA BUILDING CODE 5TH EDITION (2014) IS TO BE 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR TU240 COMMENTS: ROOF RAFTERS IMPLEMENTED. F303.4 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM TU120 SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER ROOF RAFTERS (W/O CLG) LL1360 TU240 OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE FLOOR TRUSSES/ BEAMS STRUCTURAL PLAN TU240 FLOOR I -JOIST*** LU480 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE **TL MAX 3/4" *** TL MAX 1/2" NOTICE TO BUILDER AND ALL WIND LOADING CRITERIA WIND SPEED (ULTIMATE) LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE WIND SPEED (ALLOWABLE) 108:5 MPH EXPOSURE CATEGORY �/ MASON R BUILDING CATEGORY LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST BUILDING TYPE V SUBCONTRACTORS i - -- INTERNAL PRESSURE COEFFICIENT PRODUCTS ASSOCIATION. NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM WIND PRESSURE WIND PRESSURE IT IS THE INTENT OF THE ENGINEER LISTED IN THE TITLEBLOCK OF THESE CONFORMING TO ASTM C90-0601, WITH A MINIMUM NET COMPRESSIVE STRENGTH AND SUCTION ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM DOCUMENTS THAT THESE DOCUMENTS BE ACCURATE, PROVIDING LICENSED OF 1900 PSI (fm = 1500 PSI) T LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. (+) 21.2 __..,_ (+) 21.2 PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO 2. MORTAR SHALL BE TYPE "S'; CONFORMING TO ASTM C270-07. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS _ 22.1 - 26.4 REQUIRED PREVENT ERROR. THE BUILDER AND ALL SUBCONTRACTORS ARE RE QU TO 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE .MANUFACTURER UNLESS NOTED ON THE PLANS. E- (+) 19.0 F (+) 19.0 C4- 4 DOCUMENTS, PRIOR TO THECONFIGURATION REVIEW ALL THE INFORMATION CONTAINED IN THESE M SIZE OF 3/8 AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL 0 F -)(+)17 .9 --.. + 17.9 CG�H)(� .:COMMENCEMENT OF ANY WORK. THE ENGINEER ARE NOT RESPONSIBLE FOR ANY SLUMP 8' TO 11 V. CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING GARAGED ORS 0 TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 9'-0" x 7-0" 16'-0" x 74" PLAN ERRORS, OMISSIONS, OR MISINTERPRETATIONS UNDETECTED AND NOT CONSTRUCTION (+) 18.5 THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS: (+) 19.0 (+) 19.0 REPORTED TO THE ENGINEER PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE 6. DESIGN SPECIFICATIONS FOR LIGHTWEIGHT METAL PLATE CONNECTED WOOD GENERAL BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY CELLS FILLED WITH COARSE GROUT AND 40 GRADE STEEL. 1. MULTIPLY THE ABOVE PRESSURES BY 1.6 TO GET ULTIMATE WIND PRESSURES. TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER DIRECTED TO OUR QUALITY ASSURANCE MANAGER AT 321-972-0491 IMMEDIATELY. NO AND AT A MAXIMUM SPACING OF 192 DIA OR 10FT WHICH EVER IS LESS. IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT B Y THE THE ENGINEER REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN I R E SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE ENGINEER. PAYMENTS 1/2" CLEARANCE TO INSIDE FACE. BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT WILL BE MADE IN ACCORDANCE TO THE TERMS OF THE AGREEMENT. $. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05/L1, UNLESS OTHERWISE BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE NOTED ON THE DRAWINGS. PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT AND APPROVAL PRIOR TO FABRICATION. INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, ABBREVIATIONS 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND HANGERS. BELOW ALL WALL OPENINGS 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO UPLIFT CONNECTORS A.B. Anchor Bolt Fir. Sys. Floor System Rad. Radius CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-11. Abv. Above F.PI. Fireplace - Ref. Refrigerator 11. CONSOLIDATE POURS EXCEEDING 12 IN HEIGHT BY MECHANICAL VIBRATION AND ----- 1. _------------ _._.___ _ . UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND A/C Air -Conditioner F.O.M. Face Of Masonry Req'd. Required RECONSOLIDATE BY MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED Adj. Adjustable Ft. Foot / Feet Rm. Room SETTLEMENT HAS OCCURRED. TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT A.F.F. Above Finished Floor Ftg. Footing Rnd. Round ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD A.H.U. Air Handler Unit FX Fixed R/SH Rod and Shelf NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE THE TRUSS ALT. Alternate Galy. Galvanized SD. Smoke Detector ENGINEER FOR THE LOCATION OF THESE WALLS.AND STRUCTURAL PLANS FOR B.C. Base Cabinet G.C. General Contractor S.F. Square Ft. Shelves WOOD CONSTRUCTION MORE INFO. B.F. Bifold Door G.F.I. Ground Fault Interrupter Sh. --__------- FIELD REPAIR NOTES O S Bk Sh Book Shelf G.T. Girder Truss SHT Sheet 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. Bm. Beam Hdr. Header S.L. Side Lights STRUCTURAL WOOD FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE END BRACING B/Beam Bottom of Beam Hgt. Height S.P.F. Spruce Pine Fir ) SHALL BE EITHER #1 SOUTHERN PINE, OR S.P.F. NUMBER 2 GRADE OR BETTER 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" B.P. B r door HB Hose Bibb S . Square q q SHALL BE USED REGARDLESS OF SPECIES. DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY BINDER' FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON Brg. ` Bearing Bearing Int. Interior S.Y.P. Southern Yellow Pine (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR EMBEDMENT Cant Cantilever K/Wall Kneewall Temp. Tempered SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DEPTH AT FLOOR STEPS. Cir. Circle K.S. Knee Space Thilen. Thicken DESIGNED AND DETAILED BY OTHERS 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE Clg. Ceiling Ce g Laun. Laundry T.O.B. Top of Block 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE „ LOCATION OF THE OMITTED REBAR AND INSTALL A 32 LONG #5 BAR INTO THE CJ Control Joint Lay. Lavatory T.O.M.Top of Masonry . CENTER OF THE STUD UP TO V DIA. SHALL HAVE STUD PROTECTION SHIELDS. EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH L.F.Linear Ft. T.O.P.Top of Plate ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH STRENGTH EPDXY-TIE ANCHORING ADHESIVE) MIXED PER THE Col. Column . . SIMPSON HSS2 STUD SHOES,TYP., U.N.O. MANUFACTURERS, INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM Comp . A/C Compressor P L.T. Laundry Tub Trans. Transom Window 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING Cont Continuous Mas. Mason ry TYP Typical CORROSIVETO STEEL. THE CONTRACTOR'S RESPONSIBILITY TO THE COMPRESSED AIR PRIOR T APPLYING THE EPDXY. ALLOW THE EPDXY TOCURE C.T. � Ceramic Tile Max Maximum UCL Under Cabinet Lighting TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL D Dryer M.C. Medicine Cabinet U.N.O. Unless Noted Otherwise RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE WAY DURING BOND BEAM POUR. D Micr. Manufacturer VB Vanity Base HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED Dec. Decorative BORATE SBX DOES NOT. ( ) CELL EACH SIDE OF THE JOINT BAR DOES NOT HAVE TO BE CONT. TO FOOTING). ( ) Ded. Dedicated Outlet Micro. Microwave Vert. Vertical ` 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE 4. .MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED Dbl. Double Min Minimum V.L. Verselam PRESSURE TREATED. WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'/"x 2%" TITENS TO MASONRY AND Dia. Diameter M.L. Microlam VTR Vent through Roof 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR Disp. Disposal Mir. Mirror W Washer MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS MISSED CONTRACTOR TO Mono Monolithic W/ With WOODEN TOP PLATES. INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SDS SCREWS AND (5) 1/4" x21/4" Dist Distance LIN PATTERN 7. SEE PLAN FOR STUD PACK AND BEAM NAILING S TITEN ONE EACH IDE F TRUSS. S O C S 0 D.S.Stack Drawer k N.T.S. Not to Scale W/C Water Closet 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING VALUES U.N.O. N IN A ROW NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 D.V. b erVent Ot O.C. n center W.A. Wedge Anchor COLUMNS: 2.0E Fb = 2950 _._ WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE MISSED, D.W. Dishwasher Opn'g. Opening Wd Wood BEAMS: 2.0E Fb= 2950 CONTACT THE EOR FOR SUBSTITUTION. Ea. Each Opt. Optional P WP Water Proof 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB Pc. Piece SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE` STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 W/ (26) 16d x 21/2" E.W. Each Way ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" Elec. Electrical Ped. Pedestal FLOOR SHEATHING: T&G A -C GROUP 1 APA RATED (48/24) EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT EOR IF STRAPS ARE MISSED Elev. Elevation P.L. Perallam WALL SHEATHING: PLYWOOD C-C/C-D EXTERIOR OR OSB -15/32" EXPOSURE 1. UNDER GIRDER JAMB STUD LOCATIONS. E.O.R Engineering or Record PLIF Pounds per linear foot Ext. Exterior Pit. Ht. Plate Height Exp. Expansion Pit Sh. Plant Shelf F.B.C. Florida Bldg. Code PSF Pounds per square foot Fin. Fir. Finished Floor P.T. Pressure Treated F.G. Fixed Glass Pwd. Powder Room Mr. Floor Fdn. Foundation CODE CRITERIA + FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL. • FLORIDA FIRE PREVENTION CODE 5TH EDITION (2014) • FLORIDA BUILDING CODE ACCESSIBILITY 5th EDITION (2014). NFPA 70-11. NATIONAL ELECTRICAL CODES. (NEC 2011) • BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-11). • SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10). • BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-11). • NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2012 EDITION. • WOOD FRAMED CONSTRUCTION MANUAL 2012 EDITION. • APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION. • AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 • ALUMINUM DESIGN MANUAL - 2010 EDITION GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (P,SF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DIL 10 10 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 40 40 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W1 HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM EOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 PSF SPECIAL FLOOR LOADING GAME ROOM/ READING ROOMS 60 (PSF) ' COMMENTS: BALCONIES/ DECKS 40 (PSF) d. A SINGLE CONCENTRATED LOAD BALCONIES OVER 100 SQ:FT 100 (PSF) APPLIED IN ANY DIRECTION AT ANY LIGHT STORAGE 125 (PSF) POINT ALONG THE TOP. GUARDRAILS AND HANDRAILS 200 (LBS)(d) f. BALUSTERS AND PANELS FILLERS GUARDRAIL IN -FILL COMPONENTS 50 (LBS)(f) SHALL BE DESIGNED TO WITHSTAND STAIRS / NON SLEEPING ROOMS 40 (PSF) A HORIZONTALLY APPLIED NORMAL ' SLEEPING ROOMS 30 (PSF) LOAD OF 50 POUNDS ON AN AREA LIBRARIES -STACK ROOMS 1150 (PSF) I EQUAL TO 1 SQ. FT. DEFLECTION CRITERIA ROOF TRUSSES* LU360 TU240 COMMENTS: ROOF RAFTERS LU180 TU120 ROOF RAFTERS (W/O CLG) LL1360 TU240 FLOOR TRUSSES/ BEAMS LL/360 TU240 FLOOR I -JOIST*** LU480 TU240 *TL MAX 1" UP TO 40FT SPAN **TL MAX 3/4" *** TL MAX 1/2" WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108:5 MPH EXPOSURE CATEGORY B BUILDING CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WINDAREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA (4 J C 5) T 10_., (+) 21.2 __..,_ (+) 21.2 C� (-) 23.0 ��-B.-? (-) 28.3 ZO C _.� (+) 20.3 p (+) 20.3 _ 22.1 - 26.4 50 E- (+) 19.0 F (+) 19.0 C4- 4 - - (-) 20.8 - (-) 23.9 a k s) 5 100 -)(+)17 .9 --.. + 17.9 CG�H)(� - 19.7 - 22.1 I DIAGRAM GARAGED ORS 0 SOFFIT* 9'-0" x 7-0" 16'-0" x 74" (4 ) (5 ) (+) 18.5 (+) 17.7 (+) 19.0 (+) 19.0 (-) 20.9 - 19.7 - 20.8 (-) 23.9 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY THE ABOVE PRESSURES BY 1.6 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDER TO BE IN THE WIND -BOURNE -DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 111101 cnL-LJ0000 a � •tet cCL th a ca s� d - I. ,I i % u aaM U;h F , m ° a LU d e h Ip' aSt� b l 4 0 $ o ul "r.. Z_ c Z e EN. O 66 o �❑x�°zyyyo �° FZ L o `s w i �1 14 cpm w zyb?�' �OFE� _ La4g a� 114 w G0 QG� Ufa W - U ❑ a �W� '^ ILa wo��ortasaa ,emm 0 W m 6 19 3 a 0 1 W Q u� 0 1 L Z c O M W V, LO Z N O U � Z �^ 0 O < V, x 0 F �7� Z Z O W O Q J CJ c L.L W G Z 1 F � W MM1 C W T n a T W x 0 a b0 ILD/ 6 0 SANFORD u O�OA RTM�� -- SHEET INDEX 2.3 IS 3 title: SO STRUCTURAL NOTES L1 LINTEL PLAN 0 S1 FOUNDATION PLAN L2 LINTEL PLAN Z -project no. 2015356 S2 FLOOR PLAN D1 DETAILS o checked: AB/EA/MC S3 SECOND FLOOR PLAN D2 DETAILS m drawn: date: 06-17-15 Ir S4 FL. / ROOF FRAMING PLAN D3 DETAILS o N scale: S5 LANAI OPTION D4 DETAILS D5 DETAILS 0 c� a 0 so U The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. The structuraldesign of this building is in accordance with the 2010 FLORIDA RESIDENTIAL 13UILDIING CODE and i, certified rsiwhz. 9 11 1'111111 I 1 MASTER WALL TYPE COLUMN SCHEDULE 140 MPH OPENING PRESSURES UJ o ENCLOSED - EXPOSURE "B" OWC m 000 N I- N 100 - SYM. TYPE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) O +21.2 / -23.0 O +21.2 / -28.3 Cl) J LL c N y, MASONRY WALL TOP @ 8-0 OR 9-4 T 0, o REF. ARCHITECTURAL PLANS NO t C1 3 2 x #2 SPF 4 16d TOENAILS O Cm:N {) O UPLIFT C +20.3 / -22.1 D +20.3 / -26.4 � � � (D MASONRY WALL TOP @ 14'-0" r cA 0 DTT2Z W/2•' ATR & (8) 4' X 1 2' m MASONRY WALL TOP @ 12'-0" C2 (3) 2 x #2 SPF SDS SCREWS 2145 +19.0/-20.8 Q +19.0 / -23.9 NO ' C3 (3) 2 x #1 SYP (4) 16d TOENAILS I I I I I I 2 x BEARING WALL - SEE BEARING WALL UPLIFT +18.0/ -20.1 +18.8 / -21:3 SCHEDULE NON BRG. INTERIOR WALL (3) 2 x #1 SYP DTT2Z W1 SDS SCREWS R & (8)'a" X 1 z' 2145 NOTE: WIND SIND PEED LISTED ABOVE IS AN "ULTIMATE PEED. THE WIND PRESSURES LISTED , ' G C5 4 x 4 P.T.#2 SYP MDU" W/ 5/8" ATR & G = 6665 ° '`` POST (12) 16d NAILS U = 2200 BEARING WOOD WALL SCHEDULE `' C6 6 x 6 P.T. #2 SYP ABU66 W/ 5/8" ATR & G _ 12000 POST (12} 16d NAILS U = 2300 MARK STUD CONNECTION & FASTENERS LUMBER UPLIFT SPACING TOP BOTTOM SPECIES CAP. [plf] C7 8 x 8 P.T.#2 SYP ABU88 W/ (2) - 5/8" ATR G = 24335 POST & (18) - 16d NAILS U = 2320 13.511x 3.5" P.L. 1.8E HDU5-SDS2.5 W/ 5/8" BW1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT C8 Fb=2900 (WOLMANIZED ATR & (14) 1/4"X21/2" 5645 IF EXT.) SDS WOOD SCREWS" " 3.5" x 5.25" P.L. 1.8E HDU5-SDS2.5 W/ 5/8" BW2 16" ADJUST AS REQ'D O MISS STUDS SPF 1054 M *ry /z THREADED ROD 48 O.C. i C9 Fb=2900 (WOLMANIZED ATR & (14) 1/4"X21/2" 5645 IF EXT. SDS WOOD SCREWS .5" x ' P.L. E HDU8-SDS2.5 W/7/8" BW4 16" 2 16d TOENAILS 2 16d TOENAILS SYP NO C10 Fb=2900 (WOLMANIZED ATR & (20) 1/4'%2 1/2" 6970 O (� UPLLFT s IF EXT. SDS W OD SCREWSm� "' THREADED ROD 48" O.C. 5.2511 x HDU8-SDS2.5 W/ 7/8 BW5 16" ADJUST AS REQ'D TO MISS STUDS SYP 1190 C 1-11 Fb=2900 (WOLMANIZED ATR & (20) 1/4"X2 1/2" 7870 " IF EXT.) SDS WOOD SCREWS d 7 x 7 P.L. 1.8Efb=2900 HDU8-SDS2.5 W/7/8" NO W C12 ATR & (20) 1/4"X2 1/2" 7870 BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT (WOLMANIZED IF EXT.) SDS WOOD SCREWS HTT5 W/ (26) 16d'S x 1"' THREADED ROD 48" O.C. W W = C 33 (4) #2 SPF STUDS 2-1/2" NAILS & 5/8" ALL 4375 BW8 12" ADJUST AS REQ'D O MISS STUDS SPF 1054 THREADED ROD DTT2Z w/ rz" WEDGE Z �� C14 (4) 2x6 OR 2X8 1 „ 1 " BW10 12" 2 16d TOENAILS 2 16d TOENAILS SYP NO a o o F �n. a•y° �a ", d #2 SPF STUDS ANCHOR & ($) /4 x 1;2 2145 0 {) {) UPLIFT i ieo o sem; �„ �� h °a SDS SCREWSUJ aFzT 12' THREADED ROD @ 48" O.0 C15 (}REQ'D : W LL orw 4 2x4 #2 SPF STUDS (4) 16d NAILS 0 BW11 12 SYP 1190 ADJUST AS REQ D TO MISS STUDS GENERAL COLUMN NOTESBw12 NoruSED_',"•.," = w a o iso 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL o LL w DOUBLE 2x HEADER SEE FLOOR PLAN FOR WIDTH UNO. MIN SIZE. SEE WF09/D3 FOR CONNECTION ° / IIII 2. ALL STRUCTURAL LUMBER TO BE SYP#1 OR SPF#2 UNO ON PLAN. INFO. IF HEADER IS WITHIN WALL INDICATED ° i a o4 w ",4 3. NAIL BUILT UP STUDS PER DETAIL WF37/D3 ABOVE WITH NO UPLIFT CONNECTORS = o 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR INDICATED IN WF09 CAN BE IGNORED. d 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR Koamasaa"mxsn 5. P.L. COL. TO BRG DIRECTLY ON FOUNDATION. CUT BASE PLATE AS T/ WALL MASONRY WALL o REQ'D. G.C. TO PROVIDE MOISTURE BARRIER SEE PLAN SEE PLAN W 6. IF COL. IS CALLED OUT ON 2ND FLOOR, THE BASE CONNECTION IS NOT REQ'D_ SEE PLANS FOR BASE CONNECTION 1.1 DOUBLE 2x 2x STUDS PER TOP PLATE PLAN/SCHEDULE d W OC NUT w/ 3"x3"x1/4" 3 WASHER SEE MS03/L1 FOR BEAM SCHEDULE END OF BEARING _ 2x MID -SPAN WALL CONNECTION F x v BLOCKING w/ (2)- 12d _ MARK BEAM SIZE CONNECTIONS TOENAILS @ EACH SEE FOUNDATION CONNECTION: P 2 °C (2) PROVIDE O END FOR WALLS PLAN FOR MORE 2 x 8 #2 SYP W/ 7/16" R aM1OOSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) TALLER THAN 8'-0" I ' INFORMATION LLW "; �+ 1 BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST OPT. (2) ROWS OF 12d NAILS @ OR (2) SIMPSON HETA16 TO CMU COUPLING SW= SHEARWALL d ILIREQUIRES MIN 19 12" O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN F.F. X ' 7/16" OSB 2 Z ;. (2) - 2 x 10 #2 SYP W/ 7116" CONNECTION: PROVIDE (2) y" THREADED ROD w/ MIN 6° PLYWOOD W/8d C O UJ OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) EMBED (OR 6" PAST STEP NAILS AT 4"oc IN F SIMPSON HTS20 TO WOOD POST DOWN USING SIMPSON SET FIELD AND EDGE. �/J Bnn2 BEAM TOGETHER USING ) �'` ••" °LO (2) ROWS OF 12d NAILS @ OR (2) SIMPSON HETA16 TO CMU EPDXY. SEE ABOVE FOR 2x P.T. w/ 1/2" A.B. @ 32" O.C. w/ 7" n/ N O 12" O.C. TYP EACH SIDE COL, U.N.O. ON ROOF PLAN SPACING. CENTERED w/in TOP EMBEDMENT OR 1/2" A.B. @ STEP wl MIN. z L.L.. PLATE, FOLLOW SIMPSON 7" EMBEDMENT PAST STEP DOWN. ALT: o 0 (2) - 2 x 12,12 SYP W/ 7/16" CONNECTION: PROVIDE (2) INSTRUCTIONS FOR INSTALL SIMPSON 1/2" TITEN HD @ 32" O.C, w/ W O Q v / OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) OF ROD AT BASE SAME EMBEDMENT. (WHEN THREADED _ RODS ARE UTILIZED THE ANCHOR BOLTS c BM3 SIMPSON HTS20 TO WOOD POST SEE NOTE 6 BELOW G D BEAM TOGETHER USING ARE NOT REQUIRED. SEE GENERAL (2) ROWS OF 12d NAILS @ OR (2) SIMPSON HETA16 TO CMU ) F N 12" O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN BEARING WALL NOTE #6 F LL L (2) - 1 34"x 11 1'4" LVL 2.0E coNNEcrioN: PRovIOE (2> BEARING WALL DETAIL O Q OFb=2950. CONNECT PLY$ SIMPSON LSTA24 OR (2) ` BM4 TOGETHER USING (2)SIMPSON Hrs20 TO WOOD POST GENERAL BEARING WALL NOTES g J ROWS %" x 3''" SDS WOOD SCREWS @ 16" OR (2) SIMPSON HETA16 TO CMU m O COL. U.N.O. ON ROOF PLAN 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. O.0 TYP. EA. SIDE F �) 3 ,, �$„ (} 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. (2)- 1 ,4 x 11 LVL 2.0E CONNECTION: PROVIDE 2 z b=2950. CONNECT PLYS SIMPSON LSTA24 OR (2) 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED BM5 TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST 4. CONTACT E.O.R. IF SP4'S, SP6'S OR SP8'S CONNECTORS ARE O ROWS 'Y' x 312" SDS WOOD OR 2 SIMPSON HETA16 TO CMU SUBSTITUTED TO VERIFY THEY MEET THE STRUCTURAL SCREWS @ 16" O.0 TYP. COL. U.N.O. ON ROOF PLAN REQUIREMENTS. EA. SIDE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO BE a (2) - 1 3i4" x 16" LVL 2.0E CONNECTION: PROVIDE (2) IGNORED. SEE WF06/D4 OR INDICATED DETAIL FOR PROPER _ Z Fb=2950, CONN, PLYS SIMPSON LSTA24 OR (2)n TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST CONNECTIONS FOR 2ND FLOOR TO FIRST FLOOR CONNECTIONS. BM6 ROWS 1'a" x 312" SDS (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) WOOD SCREWS 16" OR (2) SIMPSON HETA16 TO CMU W @ 6. IF BRG. WALL IS INDICATED WITH BW1. BW4, BW7, BW10, THESE _ O.0 TYP. EA. SIDE COL. U.N.O. ON ROOF PLAN WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT o (2) 1 34" x 912' LVL 2.0E CONNECTION: PROVIDE (2) HAVE UPLIFT THE STUDS ARE TOENAILED TO THE PLATE AND THE �tl Fb=2950. CONN. PLY$2X PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS AND SIMPSON LSTA24 OR (2) a /41- TOGETHER USING (2) WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN BM7 SIMPSON HTS20 TO WOOD POST ROWS x 3 %" SDS OR (2) SIMPSON HETA16 TO CMU THE BEARING WALL SCHEDULE. y S WOOD SCREWS @ 16" COL. U.N.O. ON ROOF PLAN o �4NFOFiU O.0 TYP. EA. SIDE � FLOOR PLAN NOTES 0 Q�a�� R GENERAL BEAM NOTES 1. G.C. / BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH W OPENING LOCATIONS AND ADDITIONAL INFORMATION REQUIRED 2 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED FOR DOOR AND WINDOW INSTALLATION ALONG WITH (MIN 4" BEARING EACH END) DIMENSIONS NOT SHOWN HERE z title; 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY 2. SEE 2ND FLOOR PLAN FOR GENERAL HEADER SCHEDULE IF 2nd 'o WITHOUT WRITTEN APPROVAL FROM THE E.O.R. FLOOR IS PROVIDED. OTHERWISE INTERIOR HEADERS ARE NOT REQUIRED. ° z project no. 2015356 FLOOR PLAN KEY NOTES. W a°a checked: AB/EA/MC 1❑ BOTTOM OF COL. @ TOP OF PEDESTAL TYP @ PORCH m drawn: (SEE ARCH FOR PEDESTAL HT.) r date: 06-17-15 a (5) 2 x STUDS EA. END OF HEADER N scale: INSTALL 1ST STUD TO MASONRY WALL PER MS03/1-1 THEN ADD (2) 2 x'S W/ (2) 12d NAILS @ 12" O.C. TO CREATE (3) 2 x STUD PACK. I FIRSTC ������ 4� SEE ARCHITECTURAL PLAN FOR LOW WALL INFO, BUCKET HEADERS INTO MASONRY WALL USING SIMPSON �� - �� 0 HUC410 BUCKETS w/ (10) 1Od NAILS AND (18) '/4"x234' TITENS 0. S2 SCALE: 1/4" - 1 -0 0 U The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. S' v TYP. @ CORNERS TYP. UNO MASTER 140 MPH OPENING PRESSURES W jZo 0 E ENCLOSED - EXPOSURE "B" W N 00 8 �cha,N o O+21.2/-23.0 O +21.2 / -28.3 �- o N r 2 t +20.3 / -22.1a +20.3 / -26.4 a CLcc a+19.0 / -20.8 a +19,0 / -23.9 P +18.0 / -20.1 +18.8 / -21.3721 < < NOTE: WIND SPEED LISTED ABOVE IS AN "ULTIMATE" �� 'A"` ; ,'� WIND SPEED. THE WIND PRESSURES LISTED ' ABOVE ARE "ALLOWABLE" PRESSURES. 2ND FLOOR WALL TYPE LEGEND I� SYMBOL TYPE � t. I I 2x INTERIOR BEARING WALL - SEE BEARING WALL SCHEDULES FOR STUD SPACING AND GRADE. L) Z ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING *. ATTACHED PER NAILING SCHEDULE ACT AS -' t SHEARWALLS. SEE PLAN AND WALL SECTIONS u°i FOR STUD SPACING AND GRADE. NON BEARING INTERIOR WALL, COORDINATE WITH O ' ' °✓ M. ARCHITECTURAL DRAWINGS FOR WALL LOCATIONS. d W v D (2) - 2X12 #2 SYP ATTACH KING STUD TO HEADER w/ (10) p W/ 1/2" FLITCH PLATE 16d NAILS d i5 (2) - 1 3/4 X 11 1/4 ATTACH KING STUD TO HEADER w/ k 12 HEADER SCHEDULE d 6 NOT USED 16 @> W OC HEADER SUPPORT NO. OF JACKS & W STUDS REQ. AT OPENINGS z s MARK HEADER SIZE REMARKS r n SIZE JACKS KINGS JACKS KINGS a e <@>(2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/ (6) 16d NAILS 1 i 4'-0" -101-51' (2) (2) (2) (2) LL 10'-6" - 16'-0" 3 4 3 4 0 W OW/ (2) - 2X8 #2 SYP 1/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/ (8) 16d NAILS GENERAL HEADER NOTESZ L > e p H3 {2) - 2X10 #2 SYP ATTACH KING STUD TO HEADER w/ 10) ( 1. VERIFY w/ PLAN CORRECT LENGTH OF HEADER REQUIRED ♦♦h W/ 1/2" FLITCH PLATE 16d NAILS F v D (2) - 2X12 #2 SYP ATTACH KING STUD TO HEADER w/ (10) p W/ 1/2" FLITCH PLATE 16d NAILS d i5 (2) - 1 3/4 X 11 1/4 ATTACH KING STUD TO HEADER w/ k 12 LVL 2.0E Fb=2950 16d NAILS d 6 NOT USED 16 @> W OC HEADER SUPPORT NO. OF JACKS & W STUDS REQ. AT OPENINGS s I OPENING 2x4 WALL 2x6 OR 2x8 WALL = r n SIZE JACKS KINGS JACKS KINGS EA END EA END EA END EA END 1'-0" - 3'-11" (1) (2) (1) (2) 19 0 1 i 4'-0" -101-51' (2) (2) (2) (2) LL 10'-6" - 16'-0" 3 4 3 4 0 1 d GENERAL HEADER NOTESZ L > W 0 r W 1. VERIFY w/ PLAN CORRECT LENGTH OF HEADER REQUIRED ♦♦h 2. IF HEADER IS ON THE IST FLOOR SEE PLAN FOR BEARING WALL LO TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL z LL N SCHEDULE FOR REQUIRED CORRECTIONS LINO ON PLAN. 3. IF HEADER IS ON THE 2ND FLOOR SEE PLAN FOR INDICATED o HEADER CONNECTION FOR REQUIRED CONNECTIONS. Z p STUDS O 4. ALL HEADER JACK AND KING SHALL BE FASTENED TO EACH W PER DETAIL WF37/D3. 0 0�i 5. FASTEN ALL MULTI -PLY HEADERS TOGETHER w/(2) ROWS 10d F �/ Z COMMON NAILS AT 8Ooc ALONG EACH EDGE OR (3) ROWS IF 2x10 OR a LARGER. O O 6. FASTEN ALL HEADERS TO KING STUDS w/(3) 10d TOENAILS PER SIDE. 7. IF MORE THAN (1) KING STUD IS REQ'D PER CHART ABOVE CONTRACTOR TO INSTALL REQ'D NAILS FROM 1ST KING INTO HEADER THEN ATTCH ADDITIONAL KINGS PER WF37/D3. O 8. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. _ 2ND FLOOR PLAN NOTES : �1 a � 1. G.C. / BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH z OPENING LOCATIONS AND ADDITIONAL INFORMATION REQUIRED e FOR DOOR AND WINDOW INSTALLATION ALONG WITH a DIMENSIONS NOT SHOWN HERE a 2. SEE 1ST FLOOR PLAN FORBEARING WALL AND COLUMN SCHEDULE. �tl F � UIID� SA IVF -ORO z o15 �AgRTME�� � z off; - 23 z title: 0 0 a z W project no. 2015356 ° e checked: AB/EA/MC m drawn: date: 06-17-15 V. N scale: SECOND FLOOR PLAN-A_S3 a 0 SCALE: 1/4" = V-0" The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. FLOOR FRAMING PLAN -A_ SCALE: 1l6•• =1. 0„ m I (2) ROOF FRAMING NOTES CONNECTOR SCHEDULE W 00 o a iYMCON ui 1. TILE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 1/2" CDX (4 PLY) SIMPSON CONNECTOR 0 aNc CC -04'v PLYWOOD, SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) OVER MARK W/ FASTENERS TYPE SPF SYP o h N MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. O OR CONVENTIONAL FRAME ROOF. (SEE PLAN FOR SIZE AND SPACING, HETA16 W/ (9) - 10d x 11/2" OPT FRAME cadCA SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER O HETA20 W/ (9) -10d x 11/2" MASONRY 1810 1810 as 0 Cn � INFORMATION. ca FRAME 2. IF TRUSSES HAVE RAISED HEELS. CONTRACTOR TO PROVIDE OH2.5A W/ (10) - 8d NAILS TO 535 600 BLOCKING @ HEELS PER TB06 / D2. FRAME H10A W/ 18 - 10d x 1 1/2" FRAME 1015 1340 3. IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN ( ) PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE O H10A-2 W/ (18) - 10d x 1 1/2" AT TO 1070 1245 DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN 2 PLY TRUSSES FRAMErW,,; DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, MTS12 W/ (14) - 10d x 1 1/2 FRAME FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED O (AT EXTERIOR LOCATION TO 860 1000 TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT INCLUDE (3)12d TOENAILS FRAME THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS MGT W/ (22) - 10d NAILS & 5/8" FRAME REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS O ATR W/ 5" EMBEDMENT W/ TO 3140 3140 SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING SIMPSON "SET' EPDXYMASONRY CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS HTS20 W/ (24)) - 10dx 11/2" FRAME U � NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL F (AT EXTERIOR LOCATION TO 1245 1450 COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS INCLUDE 3)12d TOENAILS FRAME��u��r SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS HGT-2 W/ (16) - 10d W/ 5" FRAME REVISED W/OUT WRITTEN APPROVAL FROM FDS. EMBED (2) - 3/4" DIA. EPDXY TO 6280 6280 4. THE EXTERIOR CEILINGS FOR THE ENTRIES AND PORCHES SHALL ANCHORS. HGT-3 FOR 3PLY MASONRY HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE FGTR W/ (18) -SDS 1/4" x 3" FRAME ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID w/ 2x4 H� WOOD SCREWS AND (2)1/2" x TO 3600 5000 #2 SYP w/ (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED 5" TITAN HD ANCHOR BOLTS MASONRY w/ 8d NAILS 0 4" O.C. AT ALL EDGES AND THEN 8" O.C. IN FIELD. (2) LGT-2 W/ (32)-16d SINKERS FRAME 14 1/4" x2 1/4" TITENS TO "Plow J2 l ) 3700 4300 c (2 PLY TRUSS) W�co MASONRY F Ilk�>- ox - (2) LGT-3 W/ (24) SDS 1/4" x 2-1/4" FRAME �3 & (8) - 3/8" x 5" TITENS HD's TO 5310 7370 pr 3 PLY TRUSS MASONRY d O HU410 OPT HUC410 (MAX) W/ BEAM W K G#2090 (18)-16d & (10)-10d NAILS TOAM U#1570BE ,q qqu HU410OPT HUC410W/(18) BEAM OTITEN 1/4"x23/4"&(10) -10d TO G#5085 i NAILS MAS U#1810 (2) HETA16 OPT (2) HETA20 FRAME `" w°�° "' n'°° ` r cb w dM �,. O 1 PLY W/ (10) - 14d x 1 1/2" OR TO 2035 2035co o � 2 PLY W/ (12) -16d MASONRY 2500 2500 9 o W U) Lu T HTSM16 W/(8)10d NAILS AND FRAOME Q W W Z V1 .Q.� '" C'i " 1020 1175 N (4) O 1/4"x2 14TCONS MASONRY OPTFRAME v Q <nz° HTSM20 W/(10)10d NAILS AND TO 1020 1175 W 930-0 (4) 1/4"x2 1/4" TAPCONS MASONRY z w .vv /111 FRAME O H10S W/(8) 8d X 1 1/2" NAILS TO o a AND (2) 3/8"x4" TITAN HD 915 1065 0 W W a U ❑ MASONRY Ni0'J'JNflSQd'MMM GENERAL CONNECTOR NOTES W 1. CONNECT ALL ROOF/ FLOOR TRUSSES TO MASONRY WALLS/ W LINTELS/ ICF WALLS W/gOCONNECTOR UNO ON PLAN aWc AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT W w/ O@ 24" O.0 OR 32" O.C. (VERIFY W/ TRUSS SHOP DRAWINGS), STRAP TO VERTICAL. _ 2. CONNECT ALL TRUSSES TO INTERIOR/ EXTERIOR BEARING WOOD WALLS/ BEAMS W/ (DCONNECTOR UNO ON PLAN 3. CONNECT ALL TYPICAL HIP JACKCCORNER JACK) TO MASONRY WALLS/ LINTELS/ ICF WALLS W/ � , A UCONNECTOR. O � IF WOOD WALL OR BEAM USE (2) &ONNECTORS UNO 19 ON PLAN. d Z Of 4. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING p O Cri W WOOD WALLS/ BEAMS W/(3)12d TOENAILS. F ♦� r LID 5. ALL TRUSS TO TRUSS CONNECTIONS ARE TO BE vM/ (� 0 PROVIDED BY TRUSS MANUFACTURER LINO ON PLAN. Z a 6. CONNECT ALL CONTINUOUS RIM BOARD TO TOP OF Z MASONRY w/ SIMPSON META16 STRAPS (2) @ EACH W O Q CORNER AND 32" O.C. MAX. G.C. TO VERIFY LOCATION F DOES NOT CONFLICT w/ TJI LAYOUT. o �1 Z O0 FLOOR FRAMING NOTES W g S � � FLOOR SHEATHING W 0 PLYWOOD FLOORING TO BE MIN. 3/4" T & G PLYWOOD GLUE &NAILED WITH 10d NAILS AT 6" O.C. ALL EDGES & 12" O.C. INTERMEDIATE U.N.O. 0 C (GENERAL FLOOR FINISHES ARE ACCEPTABLE IF LIGHTWEIGHT Z CONCRETE OR SELF LEVELING CONCRETE IS REQUIRED CONTACT E.O.R. a ALONG WITH TRUSS COMPANY TO VERIFY FLOOR TRUSS DESIGN. F W FLOOR SYSTEM PRE-ENGINEERED WOOD FLOOR TRUSS / JOIST SHALL BE DESIGNED BY = THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS(SEE COVER SHEET) AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE a TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, _ ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS AND TEMPORARY AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR PERMANENT STRUCTURE, EACH SUBMITTAL SHALL BE SIGNED _ AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. a � c NOTES: 0 SANFORD — NOTES: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE m 4 A LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID �gRTM�r� CONFLICT. 5 - 2 2 2 3 ROOF FRAMING PLANA 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. SCALE: 1/4" = V-0" z title: 3. SEE ROOF FRAMING FOR ADDITIONAL NOTES: p 0 F e x W project no. 2015356 ° checked: AB/EA/MC drawn; date: 06-17-15 N scale, z C } a 0 S4 'me structural aeslgn or 1,1118 Dullaing 1s in a000raance w1Ln cue ;4uiu r'LummA itLbims"lvTIAL tiu1LVINU uums arta is oertlrlea as 9 SCALE: 3/4" -1-0 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED NON-SHEARWALL SEGMENT TYP. BOND BEAM INCLUDING ABV. MASONRY OPENINGS. U.N.O. 8" x 8" x 16" K.O. 101111111111111111111101 PRECAST "U" LINTEL w/ (1) #5 CONT. IN 3000 psi INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING W/3000 P.S.I. CONIC. SHEAR WALL SEGMENT 4 W/1 #5 DIA, REBAR " 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR CONIC. @ OPENINGS 0-0" & OVER, PRECAST "U" ALL SHEAR WALL SEGMENTS TO CONTRACTOR TO CONSIST OF A FILLED INSTALL HOOK BAR HURRICANE ANCHORS LINTEL ALL OPENIGNS UNDER 6-0" AN OPENING BETWEEN. BARS LAP INTO F REQ RED R= RECESSEDfV TYPICAL SEE PLAN FILL BLK. CELLS WITH 3000 P.S.I. -QTY. OF #5 REBAR GROUT ONE #5 @ LOCATIONS @ BOTTOM OF SHOWN ON THE FOUNDATION 10" HOOK STANDARD 90 DEGREE PLAN FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO HOOK TOP OF SLAB 11 t -#5 REBAR AT 'A' Z 1L TYP. BOND BEAM 8" x 8" x 16" SEE FOUNDATION PLAN #5 REBAR AT TOP FOR STEM OR MONO NOMINAL - HEIGHT :4 K.O. LINTEL BLOCK FILL w/ PROVIDED IN ' LINTEL (VARIES) A f, Is' A (L 6 3000 psi CONIC. w/ (1) #5 DIA. 12'-3" 1Z-41/2" GENERAL CONCRETE LINTEL_ UJ CC LL! 0 REBAR 1: F.C. precast lintols = 35M psi. 1 Provide full mortar head and badjoints. 2 F.C. prestressed lintels = 6000 poL 2. Shore filled firribig as required. 3. Grouted per ASTM 0476 fg = 3000 psi vd 3. Installation of ]Intel must comply with the architectural and/or structural Maximum 3/8" aggregate and It" to 1 1"alump, 4. U -Lintels are manufactured %ritfi 5-1/2" long notches atthe ends to ac=.Z. CL U) LL minimum not area com preesive strength= IWO poL 5. All lintels meet at mooed -1360 vertical deflection, except lintels 17'A" and D D 270 low relaxation. 7, 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. REBAR BOTH SIDES A 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Florida Product Approval No. 158.1 11. The exterior surface of firdels installed in exterior concrete masonry walls shall have a costing of stucco applied in accordance with ASTM "213 orotherapproved OF OPENING U.N.O. loads shoud be chocked for combine loading with the following equation: Applied vertical Iced Applied horizontal load 1.0 ;0 D D 8RF6-01311T 8F8-0B/1T F 8RF14.1B11T 8F16 -1121/11T CD 6'-2" 3'-2e BRF22.IB/IT 8F24-1B/1T 7 F STD. 90 DEGREE ANGLE 3000 7-7-0 0 8F24.01 BI1T (D psi CONC. w/ (1) #5 DIA. r Ell 4 71 REBAR D D dd 4 #4=2Y" INDICATES FILLED CELL FROM FTG. TO BEAM w/ (1) #5=2Y" TYP. TIE BEAM W/3000 P.S.I. #5 BAR 4 417 #6 3" #7=3Y" CONC. W/1 #5 REBAR CONT.4 8" x 8" x 16" CMU U.N.O. - SIMPSON SP4 W/(6) -10d X 1% TYP. DOWEL 25" MIN LAP (AC1530) I n "B" 4 SP60RSP8FOR 2x AND 2X8WALLS 4 .' . I -l" .11 C SEE FOUNDATION PLAN DOUBLE 2x TOP PLATE SEE FOUNDATION PLAN FOR FOR LOCATION v STEM WALL FOOTING EMBEDDED STANDARD 90° HOOK G )MIN. If( S �01 BLOCK WALL REINFORCEMENT U I SCALE: 3/4" -1-0 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED NON-SHEARWALL SEGMENT TYP. BOND BEAM INCLUDING ABV. MASONRY OPENINGS. U.N.O. 8" x 8" x 16" K.O. 101111111111111111111101 LINTEL BLOCK FILL 'LLTYPICAL INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING W/3000 P.S.I. CONIC. SHEAR WALL SEGMENT 4 W/1 #5 DIA, REBAR " 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR @ CORNERS ALL SHEAR WALL SEGMENTS TO CONTRACTOR TO CONSIST OF A FILLED INSTALL HOOK BAR CELL EACH END WITHOUT WHERECONT AN OPENING BETWEEN. BARS LAP INTO F REQ RED R= RECESSEDfV FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. -QTY. OF #5 REBAR GROUT ONE #5 @ LOCATIONS @ BOTTOM OF SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO 1� GROUT TOP OF SLAB 11 t -#5 REBAR AT 'A' '0 BOTTOM OF OMINAL WIDTH -QUANTITY OF SEE FOUNDATION PLAN #5 REBAR AT TOP FOR STEM OR MONO FOOTING LINTEL PLANA_ SCALE: 1/8"=1'-0' IGENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. *LINTEL MINIMUM DEPTHS ARE CALLED OUT. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL. 5. (') ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. GC TO VERIFY ALL LINTEL DIMENSIONS IN FIELD. DIMENSIONS SHOWN ARE CLEAR SPAN ONLY. GENERAL CONCRETE LINTEL APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, LOTTS 0 #5 REBAR AT TOP MIN. F = FILLED WITH GROUT I U = UNFILLED F REQ RED R= RECESSEDfV 7 SCALE: 1/2" 1'-0 SECTION " -QTY. OF #5 REBAR LU @ BOTTOM OF 14 LINTEL CAVITY Q. UUI ----C. M. U. d 8F16 -113/1T 1� GROUT 4,,,,- 11 t -#5 REBAR AT 'A' '0 BOTTOM OF OMINAL WIDTH -QUANTITY OF to Z LINTEL CAVITY #5 REBAR AT TOP OTTOM NOMINAL - HEIGHT REINFORCING PROVIDED IN ' LINTEL (VARIES) �-5/8" ACTUAL TYPE D---ESIGNATION ------ -- 8" NOMINAL WIDTH GENERAL CONCRETE LINTEL_ SCALE �-- N.T.S. mI MATERIALS G.,E.NE-RA-L.l-NSTA-LLATI0-N-.NOTES 1: F.C. precast lintols = 35M psi. 1 Provide full mortar head and badjoints. 2 F.C. prestressed lintels = 6000 poL 2. Shore filled firribig as required. 3. Grouted per ASTM 0476 fg = 3000 psi vd 3. Installation of ]Intel must comply with the architectural and/or structural Maximum 3/8" aggregate and It" to 1 1"alump, 4. U -Lintels are manufactured %ritfi 5-1/2" long notches atthe ends to ac=.Z. 4. Concrete masonry units (CMU) per ASTM C90 vi/ vertical cell reinforcing and grouting. minimum not area com preesive strength= IWO poL 5. All lintels meet at mooed -1360 vertical deflection, except lintels 17'A" and 6. Reber per ASTM A615 Grace 60. longer Itha nominal height of 8" meet orexceed U180. 6. Prestressing strand per ASTM A416 grade Bottom addled tabor to be located at the bottom of the lintel cavity. 270 low relaxation. 7, 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 7. 7/32 wire per ASTM A510. 8. Cast -in-place concrete may be provided in corn posits Intel in lieu of concrete 8. Mortar per ASTM 0270 type M or S. masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Florida Product Approval No. 158.1 11. The exterior surface of firdels installed in exterior concrete masonry walls shall have a costing of stucco applied in accordance with ASTM "213 orotherapproved costing. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be chocked for combine loading with the following equation: Applied vertical Iced Applied horizontal load 1.0 Safe vertical load Safe hormontal load T 4 sk 8RF6-01311T 8F8-0B/1T F 8RF14.1B11T 8F16 -1121/11T 8F20 -16/1T BRF22.IB/IT 8F24-1B/1T 7 F 8RF30 1 R/1 T BF32 1B/1T 7-7-0 0 8F24.01 BI1T (D The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUTI MASTER I- - - 0c:) E 0 -�t LU It- 0) 25, r- ra"a1 s Ld C14 CO N M 0) U) _j N -2 U) LL 00 00 'a N. 20 Nr - 1.0 .c E CL X SO2TYP. SHEAR WALL i E-- 7 t u 0 L' g cf)x 0 4 7 SCALE: 1/2" 1'-0 SECTION " Z AS V ==� � r Z 0 Z 0 14 W FO�2 U 'A' LL1 Lu El 7 4 4 + 4 in Ell 4 > 14 1 # 0 4 #3=2Y" 4 #4=2Y" #5=2Y" TYP. TIE BEAM W/3000 P.S.I. 4 417 #6 3" #7=3Y" CONC. W/1 #5 REBAR CONT.4 - SIMPSON SP4 W/(6) -10d X 1% n "B" SP60RSP8FOR 2x AND 2X8WALLS 4 DOUBLE 2x TOP PLATE v EMBEDDED STANDARD 90° HOOK STANDARD 1800 HOOK STANDARD HOOKS SEE MS05 FOR MORE INFO SEE PLAN FOR WALL HEIGHT LINTEL COURSE TYP. FILLED CELL W/3000 SO REBAR DETAIL P.S.I. CONIC. 'Cr W/1 #5 REBAR VERT. SCALE: 112" 1 PRECAST LINTEL (FILLED� 1/2"X8"A.B.W/2" OQ INTERIOR BEARING WALL VERIFY SIZE WITH LINTEL PLAN!.�: WASHERS SET IN INTERIOR SHEARWALL 4" FILLED CE LL W1 #5 TYP. FILLED CELL MIN. 5 PER REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 10 EXTERIOR FRAME WALL TRANSOM OPENING VERTICAL JAMB. ❑� s 1/2" DIA. 8" r GRADE 40 I (5) x SECTIONAL f'4 -------8"C.M.U. FRAMINFILL E "J" BOLTS OVERHEAD BAR SIZE BEND 0 LENGTH LAP SPLICE ❑ AROUND WINDOW BY BUILDER SEE CONT. WOOD TRIM P.T. #2 DOOR "All "B" VIC11 "D" 2"X #2 SYP/SPF P.T. W/ (3)112x' X 8" "J" BOLTS OR WF01 FOR MORE F.C. EACH DE SYP2 X 6" (3) 1/2" X 6' EXPANSION INFO SEE PLN #3 1 7/8 41/4 7 15 1 ANCHORS OR (6) 3" X 1/4' OAS tWIT AktS$,L TAPCONS OR 2"x6" P.T.WOOD JAMB OVERHEAD SECTIONAL -/ #4 21/2 55/8 91/2 20 1 HILTI TIX-DNI (8)2718DOOR TRACK W/ 3/8" X 1 NAILS 2x BASE PLATE SEE 1/2"STEEL LAG BOLT W/ #5 3 1/8 7 113/4 25 PLAN FOR MORE INFO DOOR OPENING DOOR AND CONNECTION PER WASHER. MIN. 6 PER GARAGE DOOR MANUFACTURER TRACK TO JAMB. a GARAGE SLAB #6 33/4 81/16 14 30 T ARCH WINDOW TYP. GARAGE DOOR TRACK MOUNTING DETAIL Fol Z #7 43/8 913/16161 2 35 FRAME (EXT./BRG./SHEAR) WALL '3N 'S0 LINTELS AT ENTRY -fdol 1 00 #8 /9 TO MASONRY CONNECTION DETAIL /G�06 DOOR w/ TRANSOM (6S12 SECT. OVERHEAD GAR. DOOR INSTALL #9 SCALE: 1/2" =1'-0" SCALE: 3/4" =1'-0" SCALE: N.T.S #10 #11 The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUTI MASTER L low Z qos- '.1 4 e4m, U 4- .4 I- - - 0c:) E 0 -�t LU It- 0) 25, r- ra"a1 s Ld C14 CO N M 0) U) _j N -2 U) LL 00 00 'a N. 20 Nr - 1.0 .c E CL X L low Z qos- '.1 4 e4m, U 4- .4 Fear 0X ry Z W 0 M UJ T'- > C*4 0 Z < U) Z 0 < 0 NJ- SANFORD #5"."2223 title: project no, 201535 checked: AB/EA/MC drawn: date: 06-17-15 I scale: L 1 DING CODE and Is certified as such. 0< ZZ 4u ra"a1 s i E-- 7 t u 0 L' g cf)x 0 it rL 0 W C.) Z 112 R Z AS V ==� � r Z 0 Z 0 14 W FO�2 U 'A' LL1 Lu El Fear 0X ry Z W 0 M UJ T'- > C*4 0 Z < U) Z 0 < 0 NJ- SANFORD #5"."2223 title: project no, 201535 checked: AB/EA/MC drawn: date: 06-17-15 I scale: L 1 DING CODE and Is certified as such. 0< ZZ 4u MASTER The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. T C WN00 8 0� co') NO �_j0000 LL U) Q Nr t GARAGE MASONRY cj) a DRIVE WAY WALL/ FTG BEYOND, STOPS OPTIONAL CURB FOR MAS. @ BY BUILDER _ @GARAGE 12" $„ ELEV. 0'-0" w/ (1) #5 BAR CONT. -DOOR LOCATION GRADE REINF. SEE F.F.._..,,:;Ii SEE PLAN FOR # F.F. PLAN W REINF SEE • i 'I'hlslts:(I ° REINF. PLAN MORE INFO SEE o - ° — PLAN Q t ! 00 REINF. SEE c 1ff TIT= I Tff=_ oo TURN N EDGE r PLAN $" RN DOW N s SII -I AP ° Tl -T1 - _ y_1111Wi k 1TI; F.F. 1Ti ITC [� T��TffK. yr. N -- i T 1TI o III III I I_ ° W T. N 11 aii fi r111I11LI11!Lr_L-T- / (2) #5 CON _ N iv1i=LCI 1 iii -ice ~ 2 STORY: 20"x 20" E I_1T1-1�1 1T1 j = p !II w/ 3 #5 CONT. 00 (2) #5 REBAR 16" 1) #5 REBAR 20 (2) #5 REBAR 8 1 (3) #5 REBAR CONT, FM01 SINGLE STORYFTG FM02 SECTION GARAGE FM03 THICKENED EDGE (FMO8 2-STORYFTG. (FMO9 FTG GARAGE DOOR SCALE: 1/2" =1'-0" SCALE: 1/2" =1'-0 SCALE: 12" a 1'-0•' SCALE: 1/2" = P-0" SCALE: 3/4" = T-0 Y M1. y 0 a5 W a W w iZ 0 w O N ' SLOPPED GROUT W g u TO DRAIN SEE PLAN p W o 4x4 PAVER CURB PROVIDE RECESS g o FOR STEP REINF. SEE ZZ �, — Z o �a 2x BRG. WALL. SEE OPTIONAL CURB FOR 8 Q G.C. TO VERIFY REINF, SEE w � o RrT ,w as > �, M,> FLOOR PLAN FOR MAS. ELEV. 0'-0" w/* PLAN PLAN c� ,a6 2x BRG. WALL. SEE MORE INFO (1) #5 BAR CONT. ( ) STEP DOWN PER _ oz: n FLOOR PLAN FOR MANUF. SPECS 0 ^ p <+ ti MORE INFO STEP -SEE REINF. SEE = w a 0 ° 44sw REINF. SEE PLAN F.F. 4. eA z m b o r PLAN REINF. SEE a SEE PLAN _ M ��i N p "• h -.-f ° w C3 L-+ CCui tid'rs�v > Q PLAN PLAN - < - N ° 4 11CIn11TTfn;ffl�liTli UDDED FLOOR �O U N N ��� 1 -IL II SEE PLAN °11 SLOPED TO DRAIN 1/i EXPANSION El = o 1 r LL JOINT w , • 2 STORY: 20" x 20" � a �1oo"onnsaammm 4" 16" 4" (2) #5 REBAR (2) #5 REBAR p 16"SEE FM01 @ 1 STORY o 2 STORY: 20" x 20" 4, l6" 4" 2 STORY: 20" x 20" �� I i�{ i !>i. - " "(2) #5 REBAR OR FMO$ 2 STORY W W/ 3 95 CONT. t¶"' 8" 4" @ W/ 3 #5 CONT. a a KFM10 INT. BRG WALL�cm11 STEP DOWN BRG. M12 STEP DOWN NON BRG M14 SECTION SHOWER (FM15 S.G.D. DETAIL d SCALE: 12" =1'-0" SCALE: 12" =1'41 SCALE: 12" =1'-0' SCALE: 12" =1'-0" SCALE; 1/2" =1'•0" W I000 i = V V PVC OR SCH40 LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF �Ny PLUMBING LINE TOP (2) #5's x 4'-0" SLEEVE MECH. OR APP. WHEN REQUIRED L.L 0 TOP(2) 2 #5's x 4'-0" CENETERED @ PIPE a PLUMBING LINE � 1 CENETERED @PIPE PVC OR SCH40 PENETRATION PENETRATION SLEEVE° a o 0 • J y'. '8 a L Z ;III !ii ;m.l6l III !__ • 4" DIA. CONCRETE Im fi III Iii Iil:m,(L_I o 0 Q M W MIN. 24" BEFORE - 11 1 1 F 1 ° f I l V z FILLED SCH40 STEEL W ♦� `` ANOTHER STEP „III = • • i_� �.•::I io - • • PIPE. V, / ZfA ° a FOR SIZE &REINF. L.1. SEE FND. PLN U TOP OF SLAB 'q 7 w �a � L I— ^ a. 00 .. vi � � a SEE FND. PLN. W UJI O Q a GRADE PIPE PERPENDICULAR TO FND z #5 CONT. REINF. REINF. SEE FOR SIZE & Q F PLAN REINF. = z 0 (2) #5 CONT. SEE FOUNDATION a m 4 FOR QUANTITY r I. =Y' 4 TOP (2) #5's x 4'-0" PVC OR SCH40 Q ° F a W PIPE VERTICAL THRU FND. OC z W ,. ^ ., ° (2) #5 BENT BARS w/ a "' I III ! (I :=' _ _. __ . _ CENETERED @ PIPE SLEEVE W O Q �. to MIN 25 LAP SPLICE ° _ . _ �. f --III III PENETRATION PLUMBING LINE g #5 x 25" x 26, � .I o z 14" MIN. DIAMETER D O 16' CORNER BAR ONE '— q'Z ..I CONCRETE FOOTING N (2) #5 CONT. °e . 4 . I. ° ° LL. MIN. a FOR EACH HORIZ :- I _,._ . :. ! ! I; 116 III I lrv. �, I I I I! I. 1 I " Q O REBAR, TYP. U.N.O. III Q `1 I III - { L W III PROTECTION FM19 TYP. CORNER BAR DETAIL A/C CHASE 1'-4" (2}#5 REBAR M23 TYP. FND. PENETRATIONS _'�I: I !I' (FM24 BARRIER DETAIL Z ' (FM18 TYP. STEP FOOTING DETAIL SLEEVE THRU - SCALE: 1/21'-0" SCALE: 12"= 1-0" FOOTING 2 (TORY 20" x 10" SCALE: 3/4' z -o SEE w/ 3 #5 CONT. FND. PLN. SCALE: 3/4" = 1'- 0" a r FOR SIZE &REI NF. SEE STEMWALL ..1. SCHEDULE FOR M01 MORE INFO FINISH FLOOR #5 BARS 1Q„ CENTERED @ TRANSITION o STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (O.Q) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS X674# 6'-8" >2' -O" -3'-,V' 10" l u, 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >41-011- 51-4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV• 1162# 2'-8" Foo z m a W F 0 of r o � cul dtic a _ NOTE: w o�AgRTM��� J SEE FOUNDATION PLAN 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL �^� MONO FOOTIt�Y:_ IIII FILL SOLID TWO FOR F.C. SPACING SEE CHART ABOVE FOR INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM PLAN REINF. PER I I i I �,< FIRST CELLS ABOVE SLAB LEVEL STEMWALL F.C. SPACING SPACING STATED IN SCHEDULE 1-7 z EXTERIOR SHORING By 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND title: (1) #5 CONT. TIED TO EA. o CLEAN FILL CONTRACTOR AS REQ'D VERTICAL REINF. BAR WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND o z WHEN STEM WALL IS #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO r DIRT OVER 4'-0" TALL TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM e SEE FM18/D1 FOR 7 ,' ^ . STANDARD a -, 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO z FOUNDATION STEP INFO 90' HOOK N / „ CONSTRUCTION FOR MORE INFORMATION project no, 2015356 #5 BAR IN STEMWALL FOOTING _ / 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK ° checked: AB/EA/MC „ REINF. PER STEMWAL FIN L ADE\_#4AR @ ST FILLING IS TAKING PLACE FILLED CELL TURN B EM in HART ON SHEETS 1 ;, a :.It l ;,`. WALLS GREATER THAN 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" drawn: I'� l���i�i "o s�' � 4'-0" O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" or date: 06-17-15 TALL (TYPICAL ALL CORNERS) p �C W.W.M. TO BE TIED TO G.C. TO VERIFY WHERE W i '---r ° #5 CONT. REBAR 6. IF STEMWALL IS WITH IN 5-0OF POOL OR WATER FEATURE FOUNDATIONS N scale: STEM WALL IS REQ'D p '< TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE. U COMPACTED CLEAN FILL Q 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. Coo) (- b I_ IN MAX 12" LIFTS 8• R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE _ MONO TO STEMWALL �-� PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. (� M2 FOOTING DETAILD 1 SCALE: 3/4" =1' - 0" FS STEM WALL FOOTING SCHEDULE a SCALE: N.T.S. 0 U The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. m ROOF PROVIDE 2X4 MIN. BLOCKING AT SHEATHING q OF HIP/RIDGE, TYP.BETWEEN TRUSSES SEE W/ (2)12D NAILS EACH END TO OVERLAP TRUSS BRACING MINIMUM 2"x4" *DIAGONAL SPACED PLAN TRUSS TOP CHORD PRE-ENGINEERED AT LEAST ONE TRUSS SPACE AT 20'-0" O.C. MAX WOOD TRUSSES 6" OVERLAP �ROSSBRACING TTYR SEE PLAN FOR MIN 2X4 BLOCKING _OCATION) BLOCKING BETWEEN TRUSSES A TRUSS SECT. A -A \` G.T. ADD MIN 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD JACK HIP CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE (2) 2x #2 SYP SEE PLAN FOR EXTERIOR SHEATHING BEAM SIZE ATTACHED PER NAILING SCHEDULE TB13 2x SPF #2 SPAN FROM EXCEEDING ROSS AT 16" O.C. MINIMUM (2} 16d (3) 12d `� MAX 24" SPAN (EITHER G'T PER JOINT MINIMUM 2"x4" SPF OR PER JOINT CONTINUOUS LATERAL BRACING- SIDE OR BOTH iF REQ'D) *SPACED AT 15'-0" MAX SYP TRUSS BRACING BUILDER FRAME NAIL OVER X -BRACE AS SHOWN- RADIUS INSTALL BLKG. AT TRUSS WEBS X2x4 SP(2) 12d NAILS �AS REQUIRED FOR NAILING -BRACING - SPF OR SYP AT 12" O.C. MAX i 2"x4"MIN. w/2 -16d @ EACH TRUSS WEB TRUSSBRACING LING DETAIL (TYP.) (To*BO2 CROSS BRACING DETAIL(TYP.)_TB03 HIP/RIDGE BLOCKING DETAIL TB04 OVERLAP DETAIL TYP. F�4 KNEEWALL @ ENTRY FRONT WALL SCALE: 1/2"=1'-0" SCALE: 1/2" = V-0" SCALE: 1/2" =1'-0" SCALE: 1/2" =1'-0" SCALE: 1/2"=1'-0" 20'-0" MAX 20'-0" MAX DROP GABLE END TRUSS & 2x OUT B03 LOOK RAFTERS FOR O.H. GREATER DROP GABLE END TRUSS & 2x OUT to LOOK RAFTERS FOR O H GREATER G.C. TO PROVIDE BLOCKING TO COMPLY W/ APA RECOMENDATIONS FOR SPAN RATING OF 7/16" OSB. "ALTERNATE SPAN RATED 32/16 PLYWOOD MAY BE USED. (32/16 IS THE SPAN RATING. THE PLYWOOD THICKNESS IS 15/32") IF 15/2" IS USED THEN THE ALTERNATE BLOCKING IS w NOT REQUIRED AT HIP a SECTIONS _ NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINGEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MAY BE REQUIRED 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. O 0 THAN 12 . ATTACH 2 x OUT LOOKER @ z z_ SEE STRUCTURAL NOTES AND 24" O.C.TO TRUSS WITH MTS12 OR H2.5 THAN 12". ATTACH 2 x OUT LOOKER @ � La) NAILING SCHEDULE FOR FOR O.H. 12" AND UNDER -SPACE 24" O.C.TO TRUSS WITH MTS12 OR H2.5 N m SHEATHING DETAILS OUTLOOKER BLOCKS @ 24" O.C. NO SEE STRUCTURAL FOR O.H. 12" AND UNDER -SPACE (1) STRAPS REQUIRED. NOTES AND NAILING OUTLOOKER BLOCKS @ 24" O.C. NO SCHEDULE FOR STRAPS REQUIRED. a 8d NAILS AT 4" O.C. STRUCTURAL SHEATHING DETAILS SHEATHING J3" OR 7/s" 2x4 SPF BLOCKING @PANEL 8d NAILS AT 4" O.C. STRUCTURAL 2x4 SPF BLOCKING @PANEL MIN. w/ 8d NAILS @ 3" EDGES w/ (2) 16d NAILS EA. END SHEATHING 32 OR /e" EDGES w/ (2) 16d NAILS EA. ENDMIN. w/ 8d NAILS @ 3" O.C. EDGE & 6 O.C. TO TRUSS. NAIL SHEATHING @ � TO TRUSS. NAIL SHEATHING @ \ FIELD 4" O.C. STAGGERED w/ 8d O.C. EDGE & 6" O.C. FIELD 4" O.C. STAGGERED w/ 8d \ 2x4 L BRACE FOR GABLES (MIN 1ST 4 BAYS) 3'-0" TO 5'-11' TALL. 2x6 L(MIN IST 4 BAYS) \ / 2x4 L BRACE FOR GABLES 6 / BRACE FOR GABLES -0�� 3'-0" TO 5'-11' TALL. 2x6 L AND TALLER. ATTACH L 2x4 SPF CROSS BRACE \ BRACE FOR GABLES 6'-0" 2x4 SPF CROSS BRACE / APPROX. 8" FROM RIDGE AND TALLER. ATTACH L BRACE W/ 10d NAILS AT 4 APPROX. 8" FROM RIDGE THEN 48" O.C. AFTER. NAIL / \ BRACE W/ 1 O NAILS AT 4" THEN 48" O.C. AFTER. NAIL O.C. w/ (3) 10d @ EACH END & @ / \ O.C. \ GABLE TRUSS ABLE TRUSS CROSSING AT 45°ANGLE. G w/ (3) 10d @EACH END & @ \ CROSSING AT 450ANGLE. NAIL TOP OF 'T TO (NOT REQ'D WHEN GABLE IS (NOT REQ'D WHEN GABLE IS � NAIL TOP OF "T' TO GABLE TRUSS w/ (2) 4'-1" OR SHORTER) / GABLE TRUSS W/ (2)-12d a 4'-1` OR SHORTER) / 12d & (1) SIMPSON H8 & (1) SIMPSON H8 W/ (10) w/ (10) 10d x 1 Y CONT. 2x4 SPF SPANNING (4) \ 1 O X 11' NAILS CONT. 2x4 SPF SPANNING (4) NAIL GABLE TRUSS TO TRUSS BAYS (8 FT) NAILED TRUSS BAYS (8 FT) NAILED TOP PLATE w/ 16d TO 2x4 BLOCKING @ 4" O.C. TO 2x4 BLOCKING @ 4" O.C. NAILS @ 4" O.C. W/ 12d & (2) 12d TO CHORD SIMPSON HGA10 @ 48" O.C. z z {) 2x8 P.T. PLATE MIN 1ST 4 BAYS w/ (8) 4' x 1 1' SDS WOOD W/ 12d & 2 12d TO CHORD Y x 8 ANCHOR BOLT { ) I— U 21 (MIN 1ST 4 BAYS) @ 48" O.C. MIN 2x4 SPF BLOCKING SCREWS GABLE END TO d 4 BAYS 2x4 SPF BLOCKING — KNOCK OUT COURSE BETWEEN TRUSSES @ TOP PLATE/BEAM FRAME WALL OR BEAM 0 m BETWEEN TRUSSES @ MASONRY WALL 48 O.C. MAX 4 BAYS —--► BELOW SEE PLAN � 48" O.C. MAX TOP & BOTTOM CHORD GABLE END BRACIN @ 4'-0" O.C. MAX. FOR (GE01 GABLE END BRACING (GE05GABLE END BRACING FIRST (4) ROWS OF TRUSSES SEE GABLE END DETAILS FOR MORE INFO SCALE: 1/2" = 1'-0" SCALE: 112"= V-0" TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN SCALE: 1/8" =1'-0" 15/32" OSB EXPOSURE 1 SHEATHING TRUSS NOTES: 1 WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING PROVIDE SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. BLOCKING A, REQUIRED P 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/2 -16D NAILS AT EACH TRUSS INTERSECTION. SECTION X -Y 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED NOT FULL DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. HEIGHT SHEI 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-O" O.C. EACH DIRECTION TYP. U.N.O. CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. (4)12d 2x8 BLIKING. NAILED @ EACH VERTICAL SCAB 2 x 6 12 SPF (2)- 2x TOP PLATE 15/32" OSB BEYOND EXPOSURE 1 SHEATHING Q WN00)0 " O'Mp)CD O fn _j 00 00C,4 000 'a LL CQ SOLID 2x w o BLOCKING @ ALL = � SHEATHING w EDGES (SEE � U) SECTION X -X) 0 z co 10 L.L. 0 a 0= C'1 W C 0 d L F C OPENING C CHOI ID x O 2x STUDS w w BEYOND. -Ji SEE PLAN o 0 Z "X BR D CIN TAI SE TB 1 CV Z � wdz W s ? ONTINUOUS RAC NG x4 N BOTI IN. E OM EE Wo ,w �owtiT� p " c -v O w UWOYwx I��oQz0�O6 "m04 �. WKeri WW.P4Mg Q T g RI GE o 9 M Q� C7 U � iEso o 00 k U El~ h03 MMSQd'MMM >< LU 9 5' O OO 111111111KNJ O w O 0 THAN 12 . ATTACH 2 x OUT LOOKER @ z z_ SEE STRUCTURAL NOTES AND 24" O.C.TO TRUSS WITH MTS12 OR H2.5 THAN 12". ATTACH 2 x OUT LOOKER @ � La) NAILING SCHEDULE FOR FOR O.H. 12" AND UNDER -SPACE 24" O.C.TO TRUSS WITH MTS12 OR H2.5 N m SHEATHING DETAILS OUTLOOKER BLOCKS @ 24" O.C. NO SEE STRUCTURAL FOR O.H. 12" AND UNDER -SPACE (1) STRAPS REQUIRED. NOTES AND NAILING OUTLOOKER BLOCKS @ 24" O.C. NO SCHEDULE FOR STRAPS REQUIRED. a 8d NAILS AT 4" O.C. STRUCTURAL SHEATHING DETAILS SHEATHING J3" OR 7/s" 2x4 SPF BLOCKING @PANEL 8d NAILS AT 4" O.C. STRUCTURAL 2x4 SPF BLOCKING @PANEL MIN. w/ 8d NAILS @ 3" EDGES w/ (2) 16d NAILS EA. END SHEATHING 32 OR /e" EDGES w/ (2) 16d NAILS EA. ENDMIN. w/ 8d NAILS @ 3" O.C. EDGE & 6 O.C. TO TRUSS. NAIL SHEATHING @ � TO TRUSS. NAIL SHEATHING @ \ FIELD 4" O.C. STAGGERED w/ 8d O.C. EDGE & 6" O.C. FIELD 4" O.C. STAGGERED w/ 8d \ 2x4 L BRACE FOR GABLES (MIN 1ST 4 BAYS) 3'-0" TO 5'-11' TALL. 2x6 L(MIN IST 4 BAYS) \ / 2x4 L BRACE FOR GABLES 6 / BRACE FOR GABLES -0�� 3'-0" TO 5'-11' TALL. 2x6 L AND TALLER. ATTACH L 2x4 SPF CROSS BRACE \ BRACE FOR GABLES 6'-0" 2x4 SPF CROSS BRACE / APPROX. 8" FROM RIDGE AND TALLER. ATTACH L BRACE W/ 10d NAILS AT 4 APPROX. 8" FROM RIDGE THEN 48" O.C. AFTER. NAIL / \ BRACE W/ 1 O NAILS AT 4" THEN 48" O.C. AFTER. NAIL O.C. w/ (3) 10d @ EACH END & @ / \ O.C. \ GABLE TRUSS ABLE TRUSS CROSSING AT 45°ANGLE. G w/ (3) 10d @EACH END & @ \ CROSSING AT 450ANGLE. NAIL TOP OF 'T TO (NOT REQ'D WHEN GABLE IS (NOT REQ'D WHEN GABLE IS � NAIL TOP OF "T' TO GABLE TRUSS w/ (2) 4'-1" OR SHORTER) / GABLE TRUSS W/ (2)-12d a 4'-1` OR SHORTER) / 12d & (1) SIMPSON H8 & (1) SIMPSON H8 W/ (10) w/ (10) 10d x 1 Y CONT. 2x4 SPF SPANNING (4) \ 1 O X 11' NAILS CONT. 2x4 SPF SPANNING (4) NAIL GABLE TRUSS TO TRUSS BAYS (8 FT) NAILED TRUSS BAYS (8 FT) NAILED TOP PLATE w/ 16d TO 2x4 BLOCKING @ 4" O.C. TO 2x4 BLOCKING @ 4" O.C. NAILS @ 4" O.C. W/ 12d & (2) 12d TO CHORD SIMPSON HGA10 @ 48" O.C. z z {) 2x8 P.T. PLATE MIN 1ST 4 BAYS w/ (8) 4' x 1 1' SDS WOOD W/ 12d & 2 12d TO CHORD Y x 8 ANCHOR BOLT { ) I— U 21 (MIN 1ST 4 BAYS) @ 48" O.C. MIN 2x4 SPF BLOCKING SCREWS GABLE END TO d 4 BAYS 2x4 SPF BLOCKING — KNOCK OUT COURSE BETWEEN TRUSSES @ TOP PLATE/BEAM FRAME WALL OR BEAM 0 m BETWEEN TRUSSES @ MASONRY WALL 48 O.C. MAX 4 BAYS —--► BELOW SEE PLAN � 48" O.C. MAX TOP & BOTTOM CHORD GABLE END BRACIN @ 4'-0" O.C. MAX. FOR (GE01 GABLE END BRACING (GE05GABLE END BRACING FIRST (4) ROWS OF TRUSSES SEE GABLE END DETAILS FOR MORE INFO SCALE: 1/2" = 1'-0" SCALE: 112"= V-0" TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN SCALE: 1/8" =1'-0" 15/32" OSB EXPOSURE 1 SHEATHING TRUSS NOTES: 1 WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING PROVIDE SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. BLOCKING A, REQUIRED P 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/2 -16D NAILS AT EACH TRUSS INTERSECTION. SECTION X -Y 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED NOT FULL DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. HEIGHT SHEI 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-O" O.C. EACH DIRECTION TYP. U.N.O. CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. (4)12d 2x8 BLIKING. NAILED @ EACH VERTICAL SCAB 2 x 6 12 SPF (2)- 2x TOP PLATE 15/32" OSB BEYOND EXPOSURE 1 SHEATHING W z W LL ap CL w J � LL�0 1>r- o8O O�mLLE Er 4 FT. 0 O 4FT. 2 5 FT. 4FT. O O 5 FT. 4 FT. 4 FT. 4 FT. 0 4FT. N wIx o F_ ROOF NAILING ZONE DIAGRAM WHEN IT LANDS NEXT TO SIDE w/ (3)12d NAILS WHEN 48" O.C. W1(4) 10d TOP & PLYWOOD I � W LL SHEATHING I A 2x4 P.T. BASE PRE -ENG. TRUSS REQUIRED w/ (2) MTS1 TS BOTTOM OR H5 OR HCLR/LL IN 2x RIBBON PLATE BEYOND PLACE OF (4)10d TRU OR VERTICAL HORIZONTAL SEE PLAN COLLAR TIE EVERY 3rd BLOCKING WALL- ELEVATION DIA G RAM AT ALL PANEL LOCATIONS MIN 20X 4 #2G BETWEEN �c4 RAFTER FLOOR SPF TURNED VERTICAL W/ ROOF NAILING SCHEDULE: C 2X4 SPF W/ (2) #7X3-1/2" ggE SYSTEM 3/8" "S" = NAIL 3/8" 7/16" FLITCH PLATE TO W/ WOOD SCREW EACH TRUSS BE TION SPACING (2)12d TOENAILS EA. END. NAILING ZONES (SHINGLE AND TILE) OR H5 @ 48 O.C. OR MT512 / ° , OR FLITCH PLATE TO ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD TB LSTA12 TO TRUSS BELOW 1/2" VERTICAL W/ (4) 8d NAILS DOUBLETOP S 3/4" S 1/2" ZONE 2:8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD PRE -ENG. TRUSS BEVEL CUTS PLATE CONT. ROOF SHEATHING AT TRUSS TOP (OPTIONAL) 2x STUD WALL ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 6" O.0 IN FIELD CHORD AT ALL HAND FRAMED AREAS TYP. -7:SEE PLAN ° ° " ° ° 3 TO 4 TRUSS 2X4 AS SHOWN S (NOTE: IF 518"PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK DIAGONAL ALTERNATE 1/2" (2) 8d NAILS @ NAILS) AT 8'-0° WooD .� 2x8 #2 SYP RIDGE BEAM SPACES DIRECTION SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING VERTICAL BLOCKING 3" O.C. NOTE: TRUSS 2x6 RAFTERS @ Z-0"O.C. STAGGERED MAX MAX. w/ (3)10d COMMON VTRUS � NAILAT BASE 2 ROWS@ 3" O.C. W/8d COMMON NAIL ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD TOENAILS TO RIDE BEAM SECTION X -X (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 CONC. MASONRY TRU 2)-12d NAILS U NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL 2X4 CONT. AT STEEL OR WOOD x TO EA. TRUSS T & B CHORD BEARING SUPPORT O NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL DOUBLE ®NAIL INT. AT 3" O.C. W/8d COMMON NAIL A -A ALTERNATE BLOCKING TOP PLATE STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. DETAIL @ INTERIOR BEARING SECTION B -B Wi8d COMMON NAIL �F PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER p p� �w W/ 8d COMMON NAILS @4"o.C. TB13 WALL SHEATHING INSTALL & NAILING SCHED. TBO6 BLOCKING / CO NV. FRAME E D ETAI L�7 UG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END SCALE: N.T.S. SCALE: 3/4" = 1'-0" NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" REV. FBC 5TH ED. 2014 Q WN00)0 " O'Mp)CD O fn _j 00 00C,4 000 'a LL CQ SOLID 2x w o BLOCKING @ ALL = � SHEATHING w EDGES (SEE � U) SECTION X -X) 0 z co 10 L.L. 0 a 0= C 0 d L F C OPENING C ZL x O 2x STUDS w w BEYOND. -Ji SEE PLAN o 0 Z e wLO x E Z a CV Z � wdz W >B J a Q ow zF� �. Fa C) E h. x �• W z W LL ap CL w J � LL�0 1>r- o8O O�mLLE Er 4 FT. 0 O 4FT. 2 5 FT. 4FT. O O 5 FT. 4 FT. 4 FT. 4 FT. 0 4FT. N wIx o F_ ROOF NAILING ZONE DIAGRAM WHEN IT LANDS NEXT TO SIDE w/ (3)12d NAILS WHEN 48" O.C. W1(4) 10d TOP & PLYWOOD I � W LL SHEATHING I A 2x4 P.T. BASE PRE -ENG. TRUSS REQUIRED w/ (2) MTS1 TS BOTTOM OR H5 OR HCLR/LL IN 2x RIBBON PLATE BEYOND PLACE OF (4)10d TRU OR VERTICAL HORIZONTAL SEE PLAN COLLAR TIE EVERY 3rd BLOCKING WALL- ELEVATION DIA G RAM AT ALL PANEL LOCATIONS MIN 20X 4 #2G BETWEEN �c4 RAFTER FLOOR SPF TURNED VERTICAL W/ ROOF NAILING SCHEDULE: C 2X4 SPF W/ (2) #7X3-1/2" ggE SYSTEM 3/8" "S" = NAIL 3/8" 7/16" FLITCH PLATE TO W/ WOOD SCREW EACH TRUSS BE TION SPACING (2)12d TOENAILS EA. END. NAILING ZONES (SHINGLE AND TILE) OR H5 @ 48 O.C. OR MT512 / ° , OR FLITCH PLATE TO ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD TB LSTA12 TO TRUSS BELOW 1/2" VERTICAL W/ (4) 8d NAILS DOUBLETOP S 3/4" S 1/2" ZONE 2:8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD PRE -ENG. TRUSS BEVEL CUTS PLATE CONT. ROOF SHEATHING AT TRUSS TOP (OPTIONAL) 2x STUD WALL ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 6" O.0 IN FIELD CHORD AT ALL HAND FRAMED AREAS TYP. -7:SEE PLAN ° ° " ° ° 3 TO 4 TRUSS 2X4 AS SHOWN S (NOTE: IF 518"PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK DIAGONAL ALTERNATE 1/2" (2) 8d NAILS @ NAILS) AT 8'-0° WooD .� 2x8 #2 SYP RIDGE BEAM SPACES DIRECTION SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING VERTICAL BLOCKING 3" O.C. NOTE: TRUSS 2x6 RAFTERS @ Z-0"O.C. STAGGERED MAX MAX. w/ (3)10d COMMON VTRUS � NAILAT BASE 2 ROWS@ 3" O.C. W/8d COMMON NAIL ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD TOENAILS TO RIDE BEAM SECTION X -X (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 CONC. MASONRY TRU 2)-12d NAILS U NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL 2X4 CONT. AT STEEL OR WOOD x TO EA. TRUSS T & B CHORD BEARING SUPPORT O NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL DOUBLE ®NAIL INT. AT 3" O.C. W/8d COMMON NAIL A -A ALTERNATE BLOCKING TOP PLATE STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. DETAIL @ INTERIOR BEARING SECTION B -B Wi8d COMMON NAIL �F PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER p p� �w W/ 8d COMMON NAILS @4"o.C. TB13 WALL SHEATHING INSTALL & NAILING SCHED. TBO6 BLOCKING / CO NV. FRAME E D ETAI L�7 UG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END SCALE: N.T.S. SCALE: 3/4" = 1'-0" NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" REV. FBC 5TH ED. 2014 3 _ Q WN00)0 " O'Mp)CD O fn _j 00 00C,4 000 'a LL CQ )U) r L:_C 10 L.L. 0 a 0= Q 0 d L CD 1 3 _ '' u," . N x Z V CQ 10 L.L. 0 a Q 0 d L 1 ZL s: O w e wLO 25 91, Z a CV Z � wdz W >B J a Q ow zF� �. Fa C) E h. x �• Q� Q Wo oCOz ,w �owtiT� p " O J UWOYwx I��oQz0�O6 "m04 �. WKeri WW.P4Mg Q T g 1 9 M Q� C7 U � iEso o 00 k U El~ h03 MMSQd'MMM 3 _ N x Z V 10 L.L. 0 a Q 0 d L 1 ZL o O w e wLO > O Z a CV Z U W O Q cn x Q 0 oCOz 1 Q W g c O J � o W W F Q O z 1 Gt 3 title; 0 0 a w project no. 2015356 ,4 d checked: AB/EA/MC m drawn; date: 06-17-15 N scale: A E 2 0 a 0 D 2 U The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as s RAFAARMW The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. w CoQ WCVc0CV �? 0_ M 0 'm C/)JOOpip'C3 LL It - WHEN REQ'D RECESSED NOTE: MAY CUT BACK 2x8 FOR CONNECTION 2 x TOP PLATE r L- rn PRE -CAST LINTEL P.T. @ TOP TO ALLOW CONT. SEE WF09 FOR ADDITIONAL (3) 16d COMMON STRUCTURAL SHEATHING FRAME OUT TO 1/4" MIN. SPACE ?� - a '� MASONRY WALL SE 2x4 BLOCKING AROUND CURVE. HEADER INFO NAILS(TYP) ATTACHED PER NAILING BLOCK EDGE r c PLAN MIN, 2 TITEN ANCHORS TO 2x8 SCHEDULE TB13/D2 HEADER VARIES W/�E ,i SEE PLAN ( ) /�-HEADER R ROOF SLOPE 2 x 4 #2 SPF KNEEWALL WITH " 2x8 W/ 2 16d LOCATION _� STUDS @ 16 O.C. W/ TOE NAILS EACH END 7/16" O.S.B. WOOD WALL OR STRUCTURAL SHEATHING ON �a 7/16" OSB W/ 6d EA. SIDE -7/16" OSB W/ 6d TRUSS. SEE PLAN 2X4 CONT. W/ (2) 16d BOTH SIDE FROM TOP OF WALL 2"x STUD @ I NAILS @ 16" O.C. �� NAILS @ 16 O.C. COMMONS NAILS TO BOTTOM OF BEAM, ATTACHE Q 24" O.C. MAX. LINTEL TO SIDE &TOP NAILER L 2X BLKG. TO SIDE & TOP NAILER EACH STUD TYP. 1 " @ 6 PER NAILING SCHEDULE. (2) 2 x BEAM SEE (SEE PLAN) TO O.S.B. 2x W/ (2)16d O.C. MAX TO WALL OR PLAN FOR SIZE AND I° 7/16" O.S.B. 2x4 SPF CONTINUOUS 4 W/ 2 - 8d TOE NAILS EACH 24 " O.C. TO TRUSS CONNECTIONS EA. SIDE BLOCKING ATTACHED EA. END END TYP. BUILDER FRAME RADIUS 2"x P.T. PLATE TO 7/16" OSB W/ (2) 8d EDGE VIE AS REQUIRED 2X BLKG. NAILS. SEE DETAIL ABOVE TO O.S.B. 2x4 SPF CONTINUOUS BLOCKING ATTACHED till W/2 -8d 2x BUCKS SEE MS11 TO 7/16" OSB W/ (2) 8d 2x BUILD -OUT BEYOND • ` . EA. END FOR MORE INFO NAILS. SEE DETAIL ABOVE TRUSS OR ROOF SYSTEM EDGE VIEW 7'-0" MAX WINDOW ORDOOR OPN'G WINDOW ORS DOOR OPN G DET. @ARCH WLNDOW FRAMING F02 DET. ARCH WINDOW FRAMINGa rSO�2SHEAR TRANSFER EXT. WALL WF38 KNEEWALL ENTRY FRONT WALL TYPICAL INTERIORF01 _ � SCALE: 1/2" = 1'-0" SCALE: 3/4" =1'-0" SCALE: 1 /2"=1'-0° SCALE: 3/16" =1'-0" F 18 NON -B EAR I N G fl 122 SCALE: 3/4"=V-0" ` W ATTACHMENT REQUIREMENT a SIZE TAPCONS SPACING # ROWS w s F T Na ° ') 2x4 3/16"X3" 12" O.C. 1 �NN c�iN� NOTE: CONTRACTOR TO NAIL 1st STRUCTURAL "'Nz '° v 2x6 3/16"X 3" 12" O.C. 2 KING STUD INTO HEADER PER SHEATHING z ^ ` �y h g�oM' 2 x 8 3/16° X 3" 12° O.C. 2 HEADER SCHEDULE THEN ATTACHED ADDITIONAL KINGS AS REQUIRED CLIP EACH TRUSS a 0 q a r,. ` o U '> NOTE: TAPCONS TO BE 6" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY `� 2x CRIPPLES @ 16"o.c. W! SIMPSON SP2 TYP, TOP AND BOTTOM IF HEADER SEE SCHEDULE (SEE ROOF PLAN FOR TYPE) = MIN. 2 X 6 #2 SYP P.T. W/ 1/2" J BOLT W/ SIMPSON BPS1/2-3 WASHER OR EQUIVALENT CD W 117 0 o W y'^ pLO F _ � � _ LL §W o �� T s "' , Y S o B'" °°• Z Qz OF WINDOW MANUFACTURER. = 00 0o IS NOT FLUSH AGAINST TOP PLATE 2 -Rows 12d NAILS BLOCK EDGE AS REQ'D W/ CUT WASHER 32" @ O.C. (MIN 6" EMBEDMENT) = ", U o z Z �T� > ` • *WHEN STUD LENGTH IS STAGGERED @ 12" O/C EACH FACE OR 3 -ROWS 12d NAILS V Z o I� p ` o di z 1 1 LESS THAN 12" USE STAGGERED 12" OIC FOR @ {2) 2x TOP FRAMER TO PROVIDE _ _ SECTION A -A IS REQUIRED FOR p w C7 w N = LSTA30 STRAPS AT EACH STUD WRAPPED OVER 2"x10" OR GREATER HEADER PLATE SLOT FOR EMBEDDED PLANS IN ST JOHN COUNTY THAT � `✓U a W w a o � 8 TOP PLATE & NAILED TO STRAP TO SLIDE THRU HAVE A SECOND FLOOR/BONUS � W = � zlg f; HEADER EACH SIDE W/ 11 EXTERIOR SHEATING ATTACHED PER NAILING AND BE NAILED TO TRUSS ROOM FOR REQUIRED SILL PLATE. 0 0 m a o W �p U 0 PRECAST - 10d NAILS DOUBLE 2x #2 S.Y.P. HEADER W/ 1/2" SCHEDULE FROM TOP OF - W o o 1�o•��nr�sa:rn�rom LINTEL FLITCH PLATE HEADER. (U.N.0) SEE KNEEWALL TO BOTTOM OTHERWISE SP2 CLIPS AT TOP d W (2) 2X P.T. BUCKS Wi ATTACH JAMB STUDS PER WF37/D3 HEADER SCHEDULE FOR CONNECTION INFORMATION AND SPI CLIPS AT BASE ARE REQUIRED. SECTION A -A PRE-ENGINEERED W 1/2" O.S.B. FILLING AND BLOCKING AS 2 x #2 SYP P.T. � BETWEEN DOUBLE 2x REQUIRED FASTENED TO MIN 2 x 4 #2 SPF SEE ENERGY CALCS d (2) 2 x 4 LAMINATIONS W/ (1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) CRIPPLE sruD HEADER Wi(2) ROWS OF TOP KNOCK AT 16' O.C. FOR INSULATION OWC ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d TYPICAL {U.N,O.) 12d @ 16" 0/C UNLESS OUT COURSE -----,__,,..SEE PLAN REQUIREMENTS W COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS NOTED OTHERWISE "'' ` (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) - FIBERGLASS SHINGLES z (D = 0.162 , L= 3-1/2") OR EQUAL (D = 0.162", L= 3-1/2") OR EQUAL 2x STUDS TYP. OR TILE ROOF. VERIFY NOTES: Y2' THREADED ROD EACH SIDE OF 112" X 8" ANCHOR BOLT OR TITEN HD w/ ELEVATIONS _ 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4 -PLY, PROVIDE 1/4"DIA. x 51/2" HEADER (CENTERED Win TOP PLATE OR @ 32" O.C. & 6" _ ROOFING FELT n/ OPPOSITE SIDES OF THE COLUMN. LAG SCREWS OR EQUAL (SPACE AS 6" FROM JAMB STUDS) w/ MIN 6" EMBEDMENT INTO FOUNDATION SEE FROM EA, END APA RATED STRUCTURAL 0 LL FASTEN PT 2X NAILER SHOWN FOR 3 -PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4 OF Op O FNj R HOLD DOWN CONNECTIONS NO BRG WALL SCHEDULE FOR MORE INFO CMU WALL SHEATHING (SEE STIR. NOTES. FASTENED TO TRUSSES PER IL W a TO MASONRY IF DOUBLE 2X NAILER IS USED, IF DOUBLE 2X NAILER IS USED, THE THICKNESS OF THE LAST LAMINATION 4) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFO. NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT P.T. BOT. PLATE CEILING BOARD - ' _ ROOF NAILING SCHEDULE) 0 � \' T USE 1/4" x 41/2" TAPCONS. SEE USE 1/4" x 41/2" TAPCONS SEE OTHER NOTE FOR SPACING F21 KN E EWALL ENTRY 2x BEARING PLATE IS ONLY REQUIRED FOR PLANS IN ST METAL DRIP EDGE a0. 7 L OTHER NOTE FOR SPACING JOHN COUNTY THAT HAVE A -� ""- 2x6 SUB FASCIA w/ ALUM 0 0 M W REQUIRED /`1 ft F09 WALL H E /� D E p DETAIL SCALE: 12 = 1' 0° SECOND FLOOR/BONUS ROOM - WRAP I.W ♦ /'► r S� 2X BUCK DETAIL �F3STANDARD NAILING FOR BUILT UP COLS. 1/2" = V-0" REV.FBCSTHED.2014 sEESECTIONA-A FOR REQUIRED SILL PLATE. soFFITSEEARCH. I 0 A �/_, LO SCALE: K.O. COARSE w/ (1) #5 CONT. z N SCALE: 1/2" =1'-0" scALE:3/4"®r-0" %" P.T. NAILER w/ 3000 PSI CONCRETE IU Z Y" DRYWALL I PRECAST „U„ LINTEL CURTAIN NAILER 1x4 P.T. @ WINDOWS 1x8 P.T. @ S.G.D. (SEE LINTEL PLAN FOR INFO) _ Q v� OMORE SIMPSON HUC410 DOUBLE 2x4 TOP PLATE BUCKET SEE ROOF PLAN FOR MORE INFO FILLED CEL - (1) #5 DIA. REBAR w/ 3000 FOf F Z PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT 2 ROWS 10d SEE ROOF PLAN PSI CONC. ALL LOCATIONS SHOWN = I 0 O @ TOP PLATE ATTACH w/ 3" O.C. FOR BEAM SIZE & SEE NOTES AND ON FOUNDATION & FLOOR PLANS ON 2 NAILING SCHEDULE FOR (4)12d NAILS k 2 = V (2) 10d NAILS O.C. (SOLID BLOCK w/2x6) CONNECTION INFO SHEATHING DETAILS EA. END MARBLE STOOL ALUMINUM WINDOW SEE N L.L �8 2x4 STUDS M/N SEE FLOOR PLAN FOR SEE FLOOR PLAN FOR 1/2" OSB FLITCH PLATE REQ'D 1x2 P.T. FURRING SEE ENERGY CALCS � ARCH. m m _ G( 0 'C PER PLAN TOP SPLICE COLUMN SIZE & BASE COLUMN SIZE & BASE ONLY WHEN INDICATED ON CONNECTION INFO CONNECTION INFO BEAM SCHEDULEIPLAN 0 OPTION B O PT 10 N A FOR INSULATION REQUIREMENTS PRECAST CONCRETE FLUSH SILL � F W = G 2x4 BEYOND DOUBLE 2x8 1/2 OSB FLITCH PLATE REQ'D 1x4 P.T. BASE NAILER $x8x16 CONCRETE BLOCK AGAINST 2x8 TOP PLATE ONLY WHEN INDICATED ON " SEE EXTERIOR r STUDS BEAM SCHEDULE/PLAN WOOD BASE - ELEVATIONS AT ALL EXTERIOR CONDITIONS 2x8 STUDS ATTACH 2X STUDS TO TOP PLATE W/ (4) (� p �+ rA COMMON B M TO 1'" OST ATTACHMENT 2X4 SPF BLOCKING CONC. SLAB (SEE FND. PLAN - FTG. DOWEL #5 DIA. REBAR 7" IN FOOTING. EXTEND 25" (ACI 530) PER PLAN . FOR MORE INFO) _ 16d NAILS (2 ON EA. SIDE) TYP (SIM. W/ 2x6 @ 48" O.C. MAX.w/ABOVE 2X4 BRACE@ 4'-0" SLAB. ALL LOCATIONS o STUDS) 2x4 w/ 2 ROWS OF SCALE: 3/4"=1'-0" (2) 16d END NAILS ON CENTER—��� T/SLAB FF � � v. SHOW ON FOUNDATION PLAN a 10d NAILS c@ 3" O.C. EACH. END � � _ TOP PLATE TRANSITION _ PIPE OR DUCT w/ _ i i_I =III III=1 ! l f III w° GRADE 0 PENETRATION THRU TOP PLATE w/ MORE A A SEE PLAN FOR 1= (I Ili III Ill III : I - THAN 50% OF TOP PLATE WIDTH INSTALL SEE ROOF PLAN _ 55* v "' TOP OF BEAM .` --�`—=- --�- �-�-mm--� FOR BEAM SIZE & � �� �-.-� - III- (i � - I ! ! 11-7-7-111: -III II{ IU III 11 E:��' � � d o sAN� OJ?U SIMPSON PSPN516Z DOUBLE 10d CONNECTION INFO.w _ II (._ w/ (12) 16d NAILS TYP. TOP SPLICE - �- .__ TRUSSES 11= _" e. II 1 i i' TOP & BOTT. 2 ROWS 10d I11- W @ 3" O.C. 5184 MSN SEE FLOOR PLAN FOR "6 SEE FOUNDATION z title: COLUMN SIZE & BASE PLAN/D1 FOR 0 BOTTOM SPLICE CONNECTION INFO AT ALL EXTERIOR CONDITIONS OVER STUD 1/2" GAP SIMPSON HGMA 10 @ 4'-0" STEM/MONO F ATTACH 2X STUDS TO TOP PLATE W/ (4)OUNDATION ON EA. SIDE) TYP O.C..C. MAX. OR SIMPSON *So�TYP. INFO e 16d NAILS (2 'o ._ i6 •_ •, _ HETA/o@4 0 OC WALL SECTION CONC. BLOCK ,. yypp project no. 2015356 P J NOTE: PLATE LENGTHS MUST BE AT 10 EXTERIOR 7 - INTERIOR SCALE: 3/4" =1'-0" REV. FBC 5TH ED. 2014 W °� checked: AB/EA/MC LEAST 8'-0" LONG. TYPICAL:, SEE FOUNDATION - ```.` od m drawn PLAN FOR MORE INFO 8" C.M.U. SEE date: 06-17-15 F1 TOP PLATE SPLICE DETAIL PLAN FOR REINF. N scale: SCALE: 3/4" =1'-0"O r11 COMMON BM. ATTACHMENT TB14 NON-BRG. EXT. CMU WALL SCALE: 3/4"=1'-0"(7 D3 SCALE: 1/2" = 1'-0,. a 0 U The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. MASTER The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. 2x 2nd FLOOR WALL wl SIMPSON SP2 @ TOP & SP1 @ ; Z 00 E EE SH07 /1 (2) 2x TOP PLATE FA BASE. CONTRACTOR MAY USE LSTA19 OR MTS12 @ UJI I,- 'm CD, 0 UJI C 4 00 0 z L L CONDIT (2) 2x4 #2 SYP BLOCKING w/ SIMPSON BASE. SEE PLAN FOR WINDOW LOCATIONS (WHEN WALL IS CONT. BRG ON TRUSS STRAP STUDS w/ of m N U) F- 1 OR 2 PLY GIRDER EXTERIOR SHEATHING FROM N ..,—SOLID SHEATHING @ HUC24-2 EA. END w/ (4) 10d & (2) 10d LSTA18 @ 16 O.C. TO TRUSS BELOW) _j C14 C-4 -2 U) LL 00 00 'D TRUSS SEE PLAN FOR CONNECTION TOP OF WALL TO BOTTOM HEADER NAILS. UNDER WINDOW JAMBS USE (2) 2x6 w/ HUC26-2 LOW ROOF TRUSS SEE wo .0 T_ L_ 1 OR 2 PLY GIRDER SEE PLAN FOR CONN. RIBBON ATACHED PER TB13/D2 @ EACH SIDE OF WINDOW (2) 2x HEADER SEE 2ND FLOOR PLAN FOR MORE TRUSS PLAN FOR CONNECTION INFO 2x BASE PLATE wl (2) 12d NAILS @ 12" O.C. w/ SIMPSON MT$12 OR LSTA18 TO BLOCKING C CL TRUSS (SEE PLAN FOR CONNECTION) LOCATION IN BELOW. NOT REQ'D IF STUD IS CONNECTED W/ m 42 Q *k W (3) - 2x #2 S.P.F. (3) 2x # SPF 2) - 2x SPF TOP PLATE A A (2) 10d TOENAILS@ EA. END OF SILL _MTS12 OR LSTA18 STUDS w/ 10d @ 8" O.C. EACH SIDE (2) 2x SPF TOP PLATE STUDS wl 10d @ 8" O.C. EACH (2) 8d NAILS @ 3 O.C. (MAX OPENING WIDTH OF 4 FEET). IF OPENING IS GREATER THAN 4 FEET, PLYWOOD FLOOR ATTACH PER NAILING SCHEDULE U.N.O. ON PLAN SIMPSON MSTAM36 STRAP SIDE U.N.O. ON TO JAMB STUDS & BUT NOT EXCEEDING 6 FEET, A35 011 wl (10) 1 Od TO STUDS & (8) PLAN Y X" TITEN SCREWS TO 2, FLOOR TRUSS BELOW CLIP IS TO BE INSTALLED TO EA. END (1)-SIMPSON LSTA30 4" x LINTEL COURSE. IF FLOOR CONTACT EOR IF FLOOR 2x CRIPPLE AT EACH END OF FLOOR TRUSS SEE PLAN CENTERED CENTERED TRUSSES ARE 20" TO 26" TRUSS IS NOT Win 3" OF JAMB STUDS ABOVE OPENING NAILED TO STUD PACK w/ 10d NAILS @ 8" O.C. J,,SEE PLAN LYWOOD SHEATHING DEEP CONTRACTOR TO USE SIMPSON MSTCM60 LOW ROOF TRUSS SEE TRUSS PLAN FOR PER NAILING SCHEDULE TYPICAL STRAP w/(20) 16d SINKERS PLYWOOD SHEATHING CONNECTIONS (IF TRUSS IS CONT. BRG MASONRY WALL SEE PLAN BLOCK WALL -- & (14) 1/4 x 2-1/4" TAPCONS ATTACHED PER NAILING ON MASONRY USE HETA16 @ 24" O.C.) FLOOR TRUSS (SEE PLAN INSTEAD OF MSTAM36 SCHEDULE FOR CONNECTION INFORMATION) STRAP. PLYWOOD SHEATHING 2x TOP & BOT. RIBBONS 7F, FLOOR GIRDER OR BEAM SEE PLAN FOR MORE INFO PROVIDE BLOCKING -PER NAILING SCHEDULE SEPERATE SHEATHING SEE WS06/D4 FOR MORE INFORMATION (FB21 R BELOW JAMBS FLOOR TRUSS SEE W506 UNDER WINDOW FLOOR TRUSSES SEE SECTION"' ENTRY QT GIRDER/COL. CONN. [8-) FOR MORE INFO PLAN FOR LOCATION & SCALE: 1/2" l -q' (SGO1 2nd FLOOR W/ HIGH BM IE BEAM GIRDER/COL. rSGO2� CONN. @ 2nd FLOOR DIRECTION MASONRY WALL SEE PLAN rSHOsl� HEADER CONN. 2nd FLOOR Q to SCALE: 1/2" V-0" GABLE END FLOOR TRUSS SEE SCALE: 1/2"= V-0" SCALE: 1/2" V-0" �0-b WS06/D4 FOR CONNECTION INFO. (2)- 12d TOENAILS IL SEE DETAIL SH07/D4 FOR ALT. CONDITION SEE DETAIL SH07/D4 FOR ALT. CONDITION SIMPSON MSTA36 W1 (7) 10d NAILS AND (4) Y4" X 2 Y4" 2x4 TO TRUSS TOP TITENS (IF SCREWS ARE till SIMPSON LSTA30 w/ (22) 10d NAILS (MAY BE EXTERIOR SHEATHING FROM SIMPSON LSTA30 w/ (22) 10d NAILS BE NOT IN LINTEL COURSE OR FLOOR SYSTEM W a MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE ANGLED UP TO 10-) TOP OF WALL TO BOTTOM RIBBON ATACHED PER T13113/132 (MAY 7 ANGLED UP TO 10') INTO FILLED CELL USE Y4" X 1 SEE PLAN %" TITENS, MAX (2) SCREWS. SEE DETAIL FB12/D4 FOR 0 I z 13: � HE e- EACH SIDE OF WINDOW IF FLOOR TRUSSES ARE 20" 2x STUDS -egg WF09/D3 FOR REQ'D JAMB INFO. 2x CRIPPLE SIMPSON SP4 W1 (6) 1 Od x 1 1/2" @ 24" O.C. @ LOCATION SIMPSON SP4 w/ (6) T I Od x 1 Y2" @ 24" O.C. BLOCKING DETAILS TO 26" DEEP CONTRACTOR TO USE SIMPSON MSTCM60 1. APPLY SUB FLOOR ADH ES IVE TO 2x4 i2�g �0 .0 ­ AT EACH END OF (2) 2x SPF TOP PLATE (2) 2x SPF TOP PLATE STRAP W/(20)16d SINKERS CONTACT SURFACE IS F- Wz LTO OPENING NAILED TO STUD PACK w/ I Od (2) 2x HEADER SEE 2ND FLOOR PLAN FOR MORE (2) 8d NAILS @ T' O.0 ------- & (14) Y4" X 2-Y4" TAPCONS WE - 0 NAILS @ 8" O.C. INFORMATION TO JAMB STUDS & FLOOR TRUSS BELOW (2) 2x HEADER SEE 2ND FLOOR PLAN FOR MORE INSTEAD OF MSTAM36 >< STRAP. (IF SCREWS ARE q5 - i -z (2) 10d TOENAILS @ EA. END OF SILL (MAX OPENING WIDTH OF 4 FEET). IF INFORMATION NOT IN LINTEL COURSE OR INTO FILLED CELL USE Y4" X N G.C. VERIFY INTERIOR YY GYP. BOARD OR EXT. 0 z IF �j -0-0 400/ 4 Ill OPENING IS GREATER THAN 4 FEET, MIN. (3) 2x #2 SPF STUDS 1-Y4" TITENS) \--EXT. SHEATHING STRUCTURAL SHEATHING 2x4 #2 BLOCKING TYPICAL BLOCK WALL BUT NOT EXCEEDING 6 FEET, A35 _%o @ END OF HEADER SEE FLUSH w/ TOP OF L J (MIN Y VERIFY w! PLAN 16 + + :To � < =0 CLIP IS TO BE INSTALLED TO EA. END WF09/D3 FOR REQ'D MASONRY & 3d 2x4 SIDE BRACE AT 48" UJ uj R El SON MSTAM36 w/ (7) 10D PLYWOOD ATTACHED SEE SHO1/D4 FOR WINDOW SILL INFO , / I I � � JAMB INFO NOTES: NAILS T/B FLANG O.C. BETWEEN JOISTS L Fq oaorssalnnmm AND (4) Y4" X 2 Y4" TITENS. (IF w/ (3) 12d EA. END TO EWS ARE NOT IN LINTEL PER NAILING SCHEDULE NOTE: FLOOR DECK IF FLOOR TRUSSES ARE 20 TO 26" HORIZ. BLOCKING RSE OR INTO FILLED CELL SEE DETAIL WS06 IF SHEATHING IS CONTINUOUSF FLOOR TRUSS TOP OF WALL TO BOTTOM OF B DEEP CONTRACTOR TO USE SIMPSON M PSON MSTCM60 STRAP w/(20) 16d SCALE: Y4" 1. rFB 1'2 BLOCKING DETAIL 4" X 1 Y4" TITENS, MAX (2) EWS) IF FLOOR TRUSSES GIRDER AND ATTACHED PER NAILING SIMPSON LSTA30 w/ SINKERS & (14) 1/4 x 2-1/4!'TAPCON5 SCALE: 1 Y211 11-011 SCALE: 3/4" 1'-W 20" TO 26" DEEP PROVIDE BLOCKING BELOW JAMBS IF SCHEDULE NO STRAPS REaD (111)- 1 Od TO STUDS INSTEAD OF MSTAM36 STRAP. W TRACTOR TO USE SIMPSON FLOOR TRUSS IS NO PRESENT OTHERWISE LSTA30 / SP4 STRAPS ABOVE PLATE 19 M60 STRAP W/(20) 16D TIE BEAM REQ'D AS SHOWN NOTE: IF FLOOR TRUSSES ARE 20" TO 26" DEEP 1 ERS & (114) Y4" X 2 Y4" CONS INSTEAD OF MSTAM36 MASONRY WALL SEE WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS CONNA--`* 2nd CONTRACTOR TO USE SIMPSON MSTC60 STRAP w/(60) 16d SINKERS INSTEAD OF PRE ENGINEERED WOOD TRUSSES @ 24" O.C. INSULATION BAFFLE AP (IF SCREWS ARE NOT IN EL COURSE OR INTO FILLED (S H �O2 HEADER CONN. PLAN @ 2nd FLOOR 1H, LEADER BETWEEN WINDOWS) CENTER (SH�O5 FLOOR W/ HIGH BM. WINDOWS MUST HAVE LSTA30 MST028 STRAP. rFB 0 6� SECTION CORNER FRAMING ATTACHMENT SEE PLAN BATT OR BLOWN INSULATION (SEE ARCH) TRUSS ANCHOR PLAN) L USE Y4" X I Y4" TITENS). STRAPS TOP AND BOTTOM AND SCALE! V2" V-0" (SEE SCALE; 11Z'- V0 EACH SIDE OF OPENING TO SCALE: AS NOTED FIBERGLASS SHINGLES OR TILE ROOF TRANSFER LATERAL LOADS. VERIFY W1 ELEVATIONS ROOFING FELT APA RATED STRUCTURAL SHEATHING (2) 2x8 OR (2) 2x6 TOP 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED @ HEADER LOCATION SEE INFO BELOW ON PLATE SEE PLAN x (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE) 49 L z CONNECTION OF CRIPPLES IF LONGER (2) 2x HEADER TO SIT SEE PLAN FOR CONN, 1/2" CEILING BOARD METAL DRIP EDGE 0 UJ THAN 8" TALL. (CONTRACTOR MAY USE FLUSH wl THE OUTSIDE SEE PLAN FOR SIZE. J6 J6 (A 1/211 ROD SEE BEARING �) 1/2" DRYWALL 1 x2 P.T. W ♦THREADED w > LO H2.5 CLIPS) NAIL BACK LEG OF CIPPLE TO HEADER w/ (2) 12 TONEAILS CONTRACTOR MAY ALSO (2) 2x SPF SCHEDULE ON FLOOR PLANS FOR MORE INFO MAX 5" FROM KING STUD ATTACH EXTERIOR STUDS TO "--2x6 SUB FASCIA w/ ALUM. WRAP W N 0 USE (3) 2x w/ (2) FLITCH PLATES 2x6 WALLS TOP PLATES SEE CHART FOR REQUIRED JACKS / KINGS TOP PLATE w/ (4) 16d NAILS CONT. VENTED ALUM SOFFIT NOTED OTHERWISE) z @ # OF STUDS TO MATCH BETWEEN FLOORS SEE 2nd FLOOR PLAN FOR 0H. (UNLESS SEE ELEV. __�(2) 0 HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR 2x STUDS PLAN (2) 2x HEADER SEE AT OPENINGS LARGER THAN 4'-2" ATTACH TOP SEE PLAN FOR COL. SIZE APPROPRIATE. HEADER DETAIL 2x HEADER SEE PLAN m z HEADER CONNECTION FLOOR PLAN FOR PLATE TO HEADER WITH LSTA12 BENT OVER W/ (2) - 2X SILL ALUM FRAMED WINDOW SEE ARCH 1/2" DRYWALLCEMENTITIOUS DECORATIVE FINISH 7/8" THICK SEE STANDARD HEADER CONNECTION DETAILS MORE INFO B (5) 10d NAILS INTO TOP PLATE AND (5) 10d NAILS INTO HEADER FLOOR SYSTEM OR IF NO FLOOR SYSTEM INSTALL KNEEWALL PER WF06/D4 AND PROVIDE SOLID BLOCKING INSULATION PER ASTM C -926-98A OVER APPROVED VAPOR (SEE ARCH) BARRIER Z 0 0 DOUBLE 2x6 FOR MORE INFORMATION (1 OR 2 STRAPS) IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR 2x SPF (�) HEADER CONTACT EOR TO REVIEW THREADED 2 -STY. FRAMING UNDER COLUMN ABOVE WOOD BASE 2x STUDS (SEE 2ND FLOOR FOR MORE INFORMATION). SEE T131 30-2 FOR NAILING 2 OR 2x8 TOP BASE PLATE PLATE SEE PLAN SIMPSON SP6 OR F ROD SPACING PRE-ENGINEERED BAND JOIST & BLKG. OR LVL GIRDER 3/4" T & G PLYWOOD NAILED INFORMATION FOR WALL SHEATHING. & GLUED NAIL WITH 10d 2x BASE PLATE WITH (2) -12d NAILS 0 We SP8 @ 24" O.C. FLOOR SYSTEM COMMON @ 6" O.C. EDGES 12d NAILS KNFEWALL OR BEAM AT EACH FLOOR TRUSS, MAX 24" O.C. 12" O.C. INTERMEDIATE z I- AT 6" O.C. TYP T&B IF KNEEWALL STUDS SHOULD MATCH 1st/2nd FLOOR SPACING. 2x TOP AN DSINGLE SEE PLAN FOR N COL. SIZE *\—Y2" —SEE DETAIL WS06 & , APPROPRIATE HEAD DETAIL a z 2x HEADER AS (2) 2x SPF wl (2) / x X"",, (2)- TOP PLATES BASE PLATE THREADED ROD Win 6" SEE WP2 FOR WEEP \ a INDICATED ON FLOOR PLAN PROVIDE EXTERIOR SHEATHING FROM COLUMN SEE BRG WALL / 2 STORY WALL SCREED DETAIL K.O. COARSE w/ (1) #5 CONT. w/ 3000 PSI CONCRETE 2x CONT. T & B (2) 2x ATTACHED PER NAILING SCHEDULE SECTION FOR MORE INFO co BOX HEADER--- TUDS, =-EPLK4 HEADER SEE FOR EXTERIOR 2 STORY WALLS. 1/2" CEILING BOARD PRECAST "U" LINTEL (SEE PLAN FOR SOLID SHEATHING @ HEADER FLOOR PLAN MORE INFORMATION) 3/4" P.T. NAILER ATTACH PER NAILING SCHEDULE FOR MORE (2)-2x TOP PLATE SEE PLAN INFO 2x P.T. BASE PLATE SEE BEARING SCHEDULE 1/2" DRYWALL CURTAIN NAILER 1 x4 P.T. @ FILL CELL (1) #5 DIA. REBAR W/ 3000 PSI FOR A.B. INFO WINDOWS 1 x 8 P.T. @ S.G.D. CONCRETE ALL LOCATIONS SHOWN ON 0 _,2x CRIPPLES @ 16" O.C. w/{3) 12d TOENAILS TOP/BOTTOM *PROVIDE (2) CRIPPLES BELOW ANY GIRDER SEE FOUND. PLAN FOR FTG. REQ. ® SEE FOUNDATION PLAN FOR FTG. REQ. FOUNDATION &FLOOR PLANS MARBLE STOOL 1 x 2 P.T FURRING ALUM. FRAMED WINDOW SEE ARCH d x TRUSS IN THIS SITUATION. PRECAST CONCRETE SILL FLUSH SANFORD 2x CRIPPLES TO /, 2 ST. INT. BEARING WALL R- VALUE PER ENERGY MATCH JACK CONNECT G.T. TO STUDS w/ (2) - HTS20 TOP & (2) HTS20 @ BASE TO F06 rSG 0 7 2 STORY COL. GIRDER 8 x 8 x 16 CONCRETE BLOCK CALCULATIONS FOR FOIL SEE EXTERIOR STUDS BELOW HEADER (IF STUDS ARE LESS THAN 12" TALL USE LSTA30 STRAP AND EXTERIOR SCALE: 1/2"= V-0" INSUL ON EXT BLOCK WALLS ELEVATIONS 1 x 4 P.T. BASE NAILER FTG. DOWEL #5 DIA. REBAR 7" IN W 22 2 3 SCALE: /2" V-1)" WRAPPED OVER TOP PLATE AND I 99 INTO THE HEADER ON EACH SIDE) WOOD BASE _A FOOTING & EXTEND 25" ABOVE ALTERNATE IF META!S NOT INSTALLED: 1/2" title: CONC SLAB (SEE FOUNDATION SLAB. ALL LOCATIONS SHOWN ON FOUNDATION PLAN 3 DIA. THREADED ROD w/ NUT 1/2" WASHER @ TOP ALONG w/ COUPLER IN CENTER @ 32" PLAN FOR MORE INFO INFORMATION) 7 6 3 SEE FLOOR PLAN AND CALL OUT FOR HEADER SIZE AND O.C. & 6" FROM EA. END & w/ J -BOLT INTO TYP. FLOOR TRUSS TO SIT ON PROVIE INSULATION TOP OF SL 7 811 2 CONNECTIONS REQUIRED AND MASONRY WALL w/ MIN 6" EMBED. SILL PLATE 12d NAILS @ 6" O.C. TO �=jLf HEIIH FINISH GRADE no, 2016356 JAMB STUD INFO CONT. RIBBON @ FLOOR SEE T613/D2 NAILING INFO 2 X 4 CONT RIBBON @ TOP - Im project 12d NAILS @ 6" O.C. @ EDGE LINE (TYPICAL) SYSTEM AND BOTTOM W/ (4) 16d NAILS. 2 X 6 #2 SYP P.T. W1 1/2" J -BOLT W1 (IF TRUSS DOES NOT ALLOW checked: AB/ MC drawn: COUNTY FOR PLANS IN ST. JOHN'S Co SIMPSON BPS1/2-3 WASHER OR Jr 2x4 CONT. RIBBON T&B W/ (4) BOTTOM RIBBON, EQUIVALENT W/ CUT WASHER @ 24" "ONLY" SEE SECTION A -A FOR 16d NAILS TO EA. TRUSS 2xBLOCKING REQUIRED MAX. (MIN. 6" EMBED) REQUIRED SILL PLATE INFO. (BOTTOM BRACE TO BE P.T.) O.C. SEE FOUNDATION PLAN/D1 FOR STEM/MONO FOUNDATION INFO 0 N date: -17-15 06 scale: 8d X 2 1/2" NAILS @ 3" O.C. DOWN SET HEADER MASONRY K.O. COURSE LI SEE TB13/D2 FOR DOUBLE ROW SECTION A -A NTS @ 67 SIMPSON META16 OR META20 @ EA. NAILING @ TOP & BOT. PLATE T SH r ALT. HEADER ANCHOR SCALE: N.T.S TRUSS. IF TRUSS IS PARALLEL TO MASONRY WALL STRAPS REQ'D @ 24' OR 32" VERIFY WITH TRUSS SHOP *SO* FLOOR ATTACHMENT DETAIL &SO 2 STORY TYP. WALL SECTION SCALE: 1/2"= V-0" 0 a D4 DRAWS ATTACH TO TRUSS VERITCAL SCALE! 3/4"=1�0" v U The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. LLJ00 E ROOF (2) 2x CONT. W N � N U SHEATHING TOP PLATE 2x8 #2 SYP STUDS @ 16" O.C.(U.N.O.) 2x6 SYP CONT.W/ (3) #5 X 4K^ wooD �AB�� p f M U) SEE W/ (2) SIMPSON MSTAM36 STRAPS SCREWS C 16^ O.C. MAX. OR IF Y ROOF SHEATHING F- _j N 0) O PLAN MASONRY WALL USE (3)1/4" x 31/2^ 2x4 #2 SPF BRACING @ 16" ATTACHED PER NAILING (n64 D SIMPSON SP4 OR EACH STUD ((1) STRAPS EACH SIDE) TAPCONs AT 16^ O.C. O.C. WI (4)12d TOENAILS TO SCHEDULE r - TRUSS SP2 EACH STUD CENTERED W/ (13)10d NAILS & (4)Y4" TOP PLATE & (2) 12d END y T3 o N X 2y" TITENS INTO TOP COURSE 2x6 SYP #2 @ 24" O.C. 12 COMMON TRUSSES. WALL BEYOND (SEE � SEE PLAN FOR gh 1 " 3 " SEE PLAN NAILS TO TRUSS BOTTOM MIN. {2) 2x4 r 0 s 0) TRUSS BRG. AND THEN (4)/a X 1 Y4 TITENS INTO SEE TRUSS PLAN FOR PLAN} `+- SEE PLAN WALL BELOW IF HOLLOW COURSE CHORD x SPF TOP CONNECTION VAPOR � � � `� � FOR CONN. OTHERWISE USE 2Y4"TITENS. (8) STRUCTURAL SHEATHING WALL PLATE INFORMATION."" ROOF SHEATHING ATTACHED BARRIER TOTAL TITENS REQ'D. ATTACHED PER NAILING VARIES SEE PLAN O .a 2x BRG WALL SEE PLAN FOR STUD SHEATHING ATTACHED PER Y PER NAILING SCHEDULE _ FOR WALL LOCATION SCHEDULE SIMPSON TREAD W/ BULLNOSE SEE ARCH NAILING SCHEDULE TB13 (5)-12dNAILS H3 CLIP FOR MORE INFO SIZE / SPACING MIN (2) 2 x UNDER 2x6 TO 2x4 2x8 #2 SYP P.T. BASE PLATE MIN. 2x4 #2 SPF STUDS @ 16" O.C. GIRDER TRUSS U.N.O. 1/2" W/y" EPDXY ANCHOROR)V' SSEPL°`N 2x4 SYP #2 @24•D.C. W/ EXTERIOR SHEATHING PLYWOOD J BOLT W1 MIN. 7" TWA -L ATTACHED PER NAILING SCHEDULE /-RISER SEE ARCH FOR SIMPSON LSTA 24 " a'o"MAx (3)2X12#2 EMBEDMENT @ 32 O.C. & 6 KNOCKOUT COURSE & (3)12d TOENAILS TO PLATE MORE INFO EACH STUD SEE PLAN FOR SYP TRUSS FROM EACH ENb W/ (1) #5 CONT. TOP of WALL BELOW SEE PLAN SEE PLAN FOR FILLED CELL / MIN. 2x4 #2 SYP P.T. PLATE STRINGER 2x4 SYP #2 CONT.W/ (2) #5 X 4Y" WOOD 2 x BRG WALL SEE PLAN FOR SEE PLAN FOR TRUSS SPACING SCREWS @ 16" O.C. MAX. OR IF TOP KNOCK OUT COURSE MASONRY WALL USE (2)114" x 3112" W/ 1/2"X8" EPDXY ANCHOR STUD SIZE FOR MORE INFO / SPACING MIN (2) FOR CONN. BRG. TAPCONS AT 16" O.C. MASONRY WALL SEE PLAN _ 2x UNDER GIRDER TRUSS 32" EACH END & O.C.C. MAXmg U.N.O. THRUST BLOCK SECURED TO F03 WALL SPLICE DETAIL SR01 SECTION SHED ROOF TB20 SECTION ENTRY SLAB wl1/4"X31/2' TAPCONs WF22 BEARING SECTION NAT DOUBLE BEA G S � � SCALE: 314•' =1'-0" SCALE: 3/4" = 1'-0" SCALE: 1/2" =1'-0" � 16" Q.C. I SCALE: 1/2"=1'-0" INTERIOR STAIR SECTION SCALE: 11/2" =1'-0 W/ TILE FLOORING 2x 2nd FLOOR WALL w/ SIMPSON SP2 @ 12 EXTERIOR SHEATHING ATTACHED PER TOP &SP1 @BASE. CONTRACTOR MAY SEE ELEV, PRE-ENGINEERED WOOD TRUSSES @ 24" O/C NAILING SCHEDULE USE LSTA19 OR MT512BASE. SEE®'r O PLAN FOR WINDOW LOCATIONS UPLIFT CONNECTOR (SEE SCHEDULE) 2x BLOCKING w/ (2) 12d SEE PLAN FOR DEPTH ^" DOUBLE 2x4" TOP PLATE TOENAILS EACH END Or LANDS" W " " EXTERIOR SHEATHING SEE WSO4l?? FOR MORE 2x BASE PLATE w/ (2)12d NAILS @ 12" O.C. PLYWOOD SHEATHING OVER 1 ATTACHED PER T813 2ND FLOOR INFO. EXTERIOR/ROOF SHEATHING MIN 2x4 STUDS @ 16" OIC LOW ROOF SHEATHING w/ SIMPSON MTS12 OR LSTA18 TO STANDARD (3) 2X12 LANDING ATTACHED PER m " ATTACHED PER NAILING SCHEDULE ATTACHED PER NAILING BLOCKING BELOW. NOT REQ'D IF STUD IS STRINGERS W/ GENERAL FLOOR SIMPSON MSTA30 STUD 2x8 #2 SYP DR #2 SPF STUDS@ 1s• O.C. � CRICKET AS REQUIRED 0 ' w/SP1 &SP2 TOP &BOTTOM ORSP8 SCHEDULE [CONNECTED w/ MT812 OR LSTA18 SIMPSONA35/USP CONSTRUCTION NOTES 0 " TO FLOOR TRUSS PLYWOOD T&B. SEE FLOOR PLAN FOR MORE INFO. MP34 CLIP TO FLOOR W FLOORIN SEE PLAN 7 VARIES SYYSSTTE G& LANDING 2X8 #2 BLOCK SOLID UNDER LAND NGY@ I 0 EXTERIOR SHEATHING � WINDOW OPENINGS 2x4 BLOCKING BETWEEN STUDS Wi 2 0 � SIMPSON A35/USP MP34 OR { } ATTACHED PER NAILING Z W 12d TOENAILS EACH END SEE LD02/D3 FOR o LUS26 HANGER ON EACH SIDE W = E ° iti9161I i ii7 / CONT 2X RIBBONS MORE INFO. 2x BLOCKING a Ir M o �, l® SCHEDULE FROM TOP OF Z -a rn a L T&B W/ 4 16d KNEEWALL TO BOTTOM w g 0 �' `� SEE PLAN O OTHERWISE SP2 CLIPS AT TOP coo r /rte NAILS EACH TRUSS 2x8 #2 SYP P.T. CONT. SILL PLATE W/ AND SP1 CLIPS AT BASE ARE (2) 2X12 REQ'D @ .. FLOOR TRUSS vz^ EPOxYANCHOR BOLT OR J BOLT REQUIRED. _ __ (2) 2x4 #2 SYP BLOCKING w/ SIMPSON END OF LANDING SEE PLAN FOR MASONRY a c .;; �' �.°I~���(p �� r W/ MIN. r EMBEDMENT @ 32' O.C. & 3" __ : HUC24-2 EA. END w/ (4) 10d & (2)10d NAILS. MASONRY WALL SEE PLAN It �a �- SIMPSON HETA 20 LINTEL SEE PLAN FROM EACH END FOR STRINGERS TO WALL OR WOOD WALL 0 � o w y.,y w �! 2x P.T. PLATE UNDER WINDOW JAMBS USE (2) 2x6 w/ CONNECT TO W/ (2) aA z j 7- -- ❑FZ-�/'� _ AT EACH TRUSS HUC26 2 LOW ROOF TRUSS SEE TRUSS W c� g 44 V1 y" x 8" A B. OR TITEN HD @ 32" O.C. MAIN SPAN ROOF TRUSS PLAN FOR CONNECTION INFO SIMPSON A35/USP LL " C G7 2X8 #2 SYP (P.T. IF MANSONRY p o - W o & 5' FROM EACH END MP34 EACH END TO WALL) CONT LEDGER W/ (3) y o Az. 49 A ' MASONRY WALL UPLIFT CONNECTOR LEDGER 1W NAILS @ 16" O.C. MAX. TO _ �a ? S �- „ �• *- vZF PER PLAN TOP KNOCK OUT COURSE W/ (SEE SCHEDULE) EACH STUD. ((2)1/4"X31/2" S w ' .,°^" ^ ` Y ,N CANT. SECTION LOW ROOF TRUSS SEE TRUSS PLAN FOR _ o O ° y S 4' (1) #5 CONT. CONNECTION INFO MIN. (3) 2X STUDS REQ'D @ TMASONS @w 16 O.C. MAX. FOR Z w °' :��_ m >O F .. END OF LANDING WI MIN. (6) 0 = SCALE: 3/4"= 1'-0" CMU 16d NAILS FROM LEDGER TO F83 rWF4�2KNEEWALL ABOVE MASONRY WALL F622 SECTION ENTRY STUD PACK o m�9ooSECTION OPEN TO ABOVEo W � SCALE: 3/4^=,'-0 SCALE: 1/2°=��-o" SCALE: 1/2"-,'-o" GENERAL LANDING FRAMING INFO. a SCALE: 314'= 1'-9' OW MAX LANDING LENGTH 1ao�"�reasa� le v n� D W CUSTOM GALV CAP WALL GIRDER SEE 'J WITH SPARK ARRESTOR PLAN FOR LOCATION r 6 VERIFY STYLE wi & CONNECTION INFO 2x6 #2 SYP CONT. LEDGER w/ 2 Y" x 3 Y2" PIGGY BACK W SIMPSON H2.5 TRUSS BUILDER ( ) TO LEDGER 2x6 #2 SYP CONT. LEDGER wl DOUBLE 2x TOP PLATE SDS SCREWS TO EACH TRUSS VERTICAL TRUSS ABOVE W OR DIAGONAL �� 3 (2)Y4"x3" SDS WOOD SCREWS yy @ 16" O.C. MAX- EQUALLY METAL FIRE STOP LOW ROOF TRUSS iu T SPACED & 3" FROM END OF PIPE STABILIZERCONNECTED TO GIRDER LEDGER RECESSED INTO TRUSS. VERIFY w/ LEDGER - USE (3) SREWS IF WHEN REQ, 24"9.C. IS REQUIRED PLYWOOD FLOORING ATTACHED PER INTO 2X4#2 SPF STUDS @16"O.C. NAILING SCHEDULE SHOP N 2x CRICKET w/ SIMPSON SPI @ BASE AND OPT. TRUSS RECESS LEDGER SIMPSONSP2 @ TOP OR SP4 BY BUILDER T & 8 (MAX 7FT TALL) WI EXTERIOR SHEATHING ATTACHED _. .. .._,.,. ,_.__ _...... EXTERIOR` SHEATHING FROM _ 2x8 #2 SPF OR #2 SYP PER NAILING SCHEDULE SEE HIGH ROOF SEE PLAN FOR MORE a ELEVATION FOR FINISH (2) 2x TOP PLATE TOP OF WALL TO BOTTOM OF STUDS@ 16" O.C. W/ SP1 - _ g' 4" INFO & CONNECTIONS SILL PLATE ATTACHED PER & SP2 TOP & BOTTOM OR PROVIDE 2x BLOCKING AT BRG WALL LOCATIONS I STALL 2 STORY BRG WALL Win d Z NAILING SCHEDULE SP8 T&B-SEE PLAN FOR @ PERP WALL IF NOT (2) 2x4 #2 SYP w/ HUC24-2 EACH END it ALIGNED w/TRUSSES (2) 2x TOP PLATE SPECIAL TRUSS SEE PLAN o O co W MORE INFO. INTO FLOOR TRUSS &GIRDER BONUS/BEDROOM 5 2x BASE PLATE w/(z) � FOR MORE INFO F [f� >8' 2x4 CONT. W/ (2) 12d BELOW @ B^ o ROOF SHEATHING ATTACHED 12d NAILS .Cc.. 7 ,^ 2x4 #2 SYP CONT. uJ �� L PER NAILING SCHEDULE NAILS TO EACH STUD RIBBON w/ (4) 16d NAILS N O PLYWOOD FLOORING ATTACHED SIMPSON MTS12 W/ 2 v (14)-10d @ EA TRUSS CANT. FLOOR TRUSS SEE /2,G WALL SEE PLAN PER NAILING SCHEDULE Z 2x8 #2 SYP SILL PLATE W/J" EPDXY ANCHOR @ CHIM. PIPE MIN. PLAN FOR MORE INFO & FOR MORE INFO C ATTIC O OR J -BOLT 32" O.C. W/ 2" TO TRUSSES CONNECTION INFO _ O MIN. 7" EMBEDMENT & 6" PORCH TRUSS FROM EACH END F 0 � � 1 SIMPSON LUS26 OR IF C H 01 OPT. FIRE P LACE FRAME (� 1� SECTION BONUS ROOM - -- - F 2PLY TRUSS LUS26-2 __ �,�__ _. �_._ O MASONRY WALL SEE _ �� SCALE: 1rr' = r.o„ i f W 2x8 LEDGER Wl MIN. (4)16d PLAN FOR MORE INFO. SCALE: 1/2 - 1-0 NAILS TO EACH STUD j (AT EACH SIDE OF G.T. USE (4) 16d NAILS) \\ LC01 SECTION OPEN TO ABOVE LEDGERH 0 TINUOUS EXTERIOR ___ C W SEE TRUSS PROFILE/ARCH PLAN FLOOR TRUSS scALE:1/2"=1'-0" SPECIAL LOW ROOF TRUSS w/ ATTIC SPACE i C THING ATTACHED PER FOR MORE INFORMATION BEYOND SEE PLAN BUILT IN SEE PLAN FOR CONNECTION INFO a ING SCHEDULE PRE ENGINEERED WD FOR MORE INFO 12 TRUSSES @ 24" O.C. (2) 2x TOP PLATE a t� BLOCKING BETWEEN STRUCTURAL SHEATHING2 STORY BRG WALL SEE PLANSSE1 FIBERGLASS SHINGLES OR AIL & STUDS WITH (2) - 12d 7/16" MIN. NAILED W/ 8d TILE VERIFY WITH ELEVATION FOR MORE INFO NAILS EACH END COMMONS @ 3" Q.C. @� F SHEATHING ATTACHED EDGE & 6" O.C. FIELD RUN TRUSS ANCHOR (SEE PLAN) 4 SECTION ATTIC SPACE o _ NAILING SCHEDULE SIMPSON H2.5 TRUSS TO LEDGER 2x6 #2 SYP CONT. LEDGER w/ FULL SHEET FROM BOTTOM ROOFING FELT SCALE: 1/2"= ro^ a APA STRUCTURAL SHEATHING (2) Y4"x3" SDS WOOD SCREWS OF FALSE BEAM ATTACHED PER NAILING SCHEDULE W MON JACK TRUSS @ 16" O.C. MAX - EQUALLY SEE GE05/D2 H SIMPSON LUS26 TO 2X_ HIGH BRG. WALL SEE SPACED & 3" FROM END OF FOR STANDARD (2) 2x TOP PLATE LEDGER - USE (3) SREWs IF GABLE END d PLAN FOR STUD SIZE/ TINUOUS LEDGER LEDGER RECESSEDC7 24" o.C. IS REQUIRED SPACING & BRACING I- OW INTO TRUSS. VERIFY w! FRAMING � {2} 2x HEADER SEE PLAN FOR MORE _ REQUIREMENTS. SHOP DRAWINGS CA INFO & CONNECTIONS t7 SEE 2nd FLOOR PLAN see ELEV, d FOR APPROPRIATE. WINDOW SEE PLAN FOR LOCATION OPT. TRUSS RECESS LEDGER c:.:' .__.. _._ ... ..___: _ -� HEADER DETAIL 2x #2 SPF STUDS @16"O.C.w/EXTERIOR SHEATHING 0 SANFORD 2X CONTINUOUS BASE PLATE $ FROM TOP OF WALL TO BOTTOM OF TRUSS/GIRDER VA W Fp L___ _ .-_:r. _ ___ SEE PLAN FOR WINDOW ATTACHMENT INFO. WALL qR WITH SIMPSON MTS12 OR 2x4 #2SYP NAILER. NAIL TO - " - � � ROOF AND EXTERIOR 2x BLOCKING W/ (2)12d SHEATHING ISN'T CONT, LST18 STRAPS ARE REQ'D W LSTA12 AT 16" O.C. TO FLOOR STUDS w/3 -16d @ EA. STUD. ROOF SHEATHING ATTACHED a ,� SHEATHING ATTACHED A TOENAILS EACH SIDE IF W 2 TRUSS OR RIBBONS BELOW TOENAIL EA. TRUSS TO J FROM STUDS TO GIRDER BELOW OC PER NAILING SCHEDULE WALL SHEATHING IS PER NAILING SCHEDULE NAILER w/3.10d 2X TOP PLATE TO SEE LD02/D3 FOR MORE INFO IF p SEE 2ND FLOOR WALL GABLE END W/ 16d 11 STOPPED BELOW ROOF LINE TRUSSES ARE PARALLEL TO WALL Z SECTION FOR ADDITIONAL ROOF SHEATHING ATTACHED PER HIGH ROOF SEE PLAN FOR title: INFORMATION NAILS @ 6" O.C. + PLYWOOD FLOORING NAILING SCHEDULE s - 5-_ p SEE FLOOR FRAMING MORE INFO 2X4 STUDS @ 24" O.C. PLAN FOR MORE INFO* 8'-l)" F SEE PLAN W/ SINGLE BASE &TOP 2X BASE PLATE W11 2d 24" O.C. 2ndIF FLR BR PLATE W/ PLYWOODG. W Tt3 �LOOR SYSTEM BELOW _ SEE PLAN FOR DIRECTION i project n0, 2015356 SIMPSON LSTA 24 EACH SHEATHING COVERING &MORE INFORMATION Ir_ 2x FRAMING BY BUILDER FOR DRYWALL W STUD -TO- STUD W/ 10d x — __ W INSTALL ` checked; AB/EA/MC MIN 2 x 8 #2 SYP. CONTINUOUS 1-1/2" SEE TRUSS LAYOUT FOR TRUSS al LEDGER WITH (4) - 16d NAILS — SIMPSON LUS26 OR IF 2 rGE1 5 FALSE BEAM ACS GABLE END FLOOR GIRDER SEE LOCATION & CONNECTION INFO LOW ROOF TR SS w/PIGGY WALL GIRDER SEE PLAN BONUS ROOM m drawn: AT EACH STUD MAX. 16" O.C. PLY TRUSS SIMPSON SEE FLOOR FRAMING PLAN PLAN FOR CONNECTION BACK TRUSSES SEE PLAN SPACING IF DOUBLE 2 x 6 LUS26-2 TRUSS TO FOR MORE INFO o 06-17-15 AND WS06/D4 FOR MORE SCALE: 3/4" = 1'-O° FOR MORE INFO � date: ( 2X_ LOW BRG. WALL SEE LEDGER INFO. VERIFY WITH PIAN FOR LEDGER IS REQUIRED, USE 1/4" PLAN FOR STUD SIZE/ 2x8 #2 SYP CONT. LEDGER W/ (4) LOCATION AND DIRECTION (IF F31 TYPICAL WALL AL L SECTION N scale: X 6" SDS WOOD SCREWS) SPACING & BRACING 16d NAILS ATTACH NAILS INTO PARALLEL SEE FB12/D4 FOR _ U REQUIREMENTS. END OF EACH FLOOR TRUSS, 24" BLOCKING INFO) SCALE: 1/2 1 -0 SECTION BONUS O O.C. MAX. (AT EACH SIDE OF G.T. SONRY WALL SCALE! 1/2^ = 1'-V' F- I INSTALL (4) NAILS EACH SIDE) (TYPICAL) (� rLD07 LEDGER SECTION (L'6O2 SECTIONLOW ROOF SCALE: 3/4"=1'-0" Q SCALE: 3W'= 1'-0" V The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. RECORD COPY LAMS,