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385 Red Rose Ln 15-1814 (a)C/) j id * N�Of� N `- p X ' a,. to a w 'a) Pt: t pit �i i CORD COPY � t - # M {.t �t REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE W< z I ORD BN SAFLDIN_OSi D.IVIC)N _ _-- —� _ ma A PERMIT ISSUED SHALL BE CONSTRUED TO BEA LICENSE TO PROCEED WITH THE WORK AND NOT AS d So AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT H THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, W z w = � 01�d4f® �p CONSTRUCTION OR VIOLATIONS OF THIS CODE F d nq&s S'Pir 0 x a i ` ; LU I wpo� W 1 r - -----'---- - W (D o ,4. °w z. }T +w COMPACTION TEST = 0 W n a REQUIRED W z~ w, Results to be Verified at Slab Inspection x WN -" 0�W;�F,Q �ul W moa prrr�a rmmm 01♦ W F V 1 1 0 N �■ LL ■ z W 0 o _ L0 Z N Z �C CadN C O L.L W F W O H W O O MASTER REV. 04.2315 _ --I M W `` T� N 1 + 19 x F REVISIONS REVISIONS DRAWING INDEX W REV. # DATE DESCRIPTION REV. # DATE DESCRIPTION PAGE DESCRIPTION PAGE DESCRIPTION PAGE DESCRIPTION CO COVER SO STRUCTURAL NOTES ° 08-1.4-14 ARCH BID/CHK SET S1 FOUNDATION PLAN 1 1B FIRST FLOOR ELEVATION B W H 2B SECONDFLOOR ELEVATIONS ' S2 FLOOR PLAN otl 02-16-15 S3 SECOND FLOOR PLAN 2 KITCHEN ELECTRICAL REV FLUORESCENT 3B EXTERIOR ELEVATIONS ELEV. B CHANGED TO RECESS LIGHTING a 36.1 EXTERIOR ELEVATIONS ELEV. B S4 FLOOR I LOW ROOF FRAMING PLAN 4B ROOF PLAN LAYOUT ELEVATION B S5 ROOF FRAMING PLAN d 05 -27 -15 -FIELD FRAMING WALK-THRU REVISIONSECTION/ INT ELEV5 L1 LINTEL PLAN $ AREV. F 5 STAIR 04-22-15 STAIR REVISION: 3 L2 SAFE LOAD TABLES -OPTIONAL SINK IN THE MASTER BATHROOM E1 FLOOR ELECTRICAL PLANS m STANDARD W -BEDROOM 5 OPT. ADDED ATTIC ACCESS ON 2ND FL RELOCATED D1 DETAILS v ?_ title: -NICHES AT FOYER WERE ELIMINATED D2 DETAILS KITCHEN LAYOUT REVISED -LANAI OPTIONS ADDED D3 DETAILS � ,COVER SHEET -OPT SINK BATH 2 CHANED TO STANDARD -LINEN CLOSET AT MASTER BATH ENLARGED D4 DETAILS z -STONE VENEER ELIMINATED AT ELEV B. D5 DETAILS °-, project no. 2014433.02 ° checked: a AB/EA WP1 FLASHING DETAILS m drawn:. WP2 FLASHING DETAILS dote: 04-15-15 N sca I e: AS SHOWN 2 v I 0 a C U C 0 The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as sueh. AN -I'll" 40'-U' 1st FLOOR PLAN ELEVATION ''B" 1/411 = 1'-0° MASTER LEGEND WN0N GENERALNOTES UNLESS OTHERWISE NOTED M N C O 1. MISCELLANEOUS * LJi co 7 a. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOW AS NOTED. to -0 O INDICATES 8x8xl6 (NOM.) C.M.U. (EXTERIOR b. ALL DIMENSIONS AND SITUATIONS PERTAINING TO, THE BUILDING ARE TO BE VERIFIED PRIOR TP p * 12 - LOAD LOAD BEARING ). 9'-4" TOP OF CMU TO BEGINNING OF CONSTRUCTION. NOTIFY B & A DESIGN STUDIO, INC. OF ANY DISCREPANCIES. C a .� c. ALL WALL THICKNESS DIMENSIONS AS SHOWN ARE NOMINAL. ACTUAL WALL THIKNESS DIMENSIONS MAY BE + OR -. INDICATES WALLS TO BE UTILIZED FOR TRUSS It BEARING 2x4 WOOD STUDS @ 16" O.C. U.N.O. 2. EXTERIOR WALLS: • a. ASSUME ALL EXTERIOR WALLS TO BE LOAD BEARING. b. SEE FOUNDATION PLAN FOR CMU WALL REINFORCEMENT LOCATIONS. INDICATES WOOD. STUDS 24" O.C. MAX. c. INTERIOR SURFACE OF CMU WALL TO HAVE 1/2" GPBD APPLIED TO 1x P.T. VERTICAL FURRING BATTS SPACED s (NON LOAD BEARING INTERIOR PARTITIONS @ 16" O.C. ATTACH FURRING TO CONCRETE WALL AS REQUIRED. ONLY.) (U.N.O.) d. SECOND FLOOR EXTERIOR WALLS TO BE WOOD STUDS. M� 3. INTERIOR WALLS: a. WOOD FRAMING: INDICATES WET WALLS, 2X WOOD STUDS i. ALL PLATES AND SLEEPERS ON CONCRETE SLAB, WHICH ARE IN DIRECT CONTACT WITH THE EARTH, @ 12" 0.C. SHALL BE PRESSURE TREATED. r ii. ALL INTERIOR WALL PLATES, OTHER THAN SHEAR WALLS, ON CONCRETE SLAB TO BE ATTACHED WITH � POWER ACTUATED FASTERNERS, SPACED @ 48" O.C. MAX. ° iii. ALL WOOD BRG. INTERIOR PARTITIONS SHALL BE 2x4 STUDS SPACED @ 16" O.C. WITH DOUBLE TOP PLATE. TOWNHOMES a iv. FIREBLOCKING/ DRAFTSTOPPING TO BE PROVIDED IN THE FLOOR/CEILING ASSEMBLIES ABOVE AND IN x E � LINE WITH THE TENANT SEPARATION, WHEN TENANT SEPARATION WALLS DO NOT EXTEND TO THE FLOORiY�,�s. SHEATHING ABOVE AND iN OTHER LOCATIONS PER SECTION R602.1.2/R302.11 OF THE 2010 FBRC CODE. 4. WOOD: a. WOOD CONSTRUCTION SHALL CONFORM TO THE AMERICAN FOREST & PAPER ASSOCIATION (AF&PA) "NATIONAL SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. ,°,;� 21; b. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK IS TO BE PRESSURE TREATED. E c. SEE STRUCTURAL GENERAL NOTES. WATER HEATER: 5. FINISHES: W " I . a. ACCESSIBLE SPACE UNDER STAIRS SHALL BE PROTECTED BY 1/2" GYPSUM BOARD. m PROVIDE MIN.40 GALLON WATER HEATER b. ALL INTERIOR WALLS SHALL HAVE STANDARD YZ" GYP BD, EXCEPT IN HIGH HUMIDITY AND WET AREAS. 0" c. HIGH HUMIDITY AND WET AREAS SHALL HAVE Y2' DENSSHIELD TILE BACKER GYPSUM BOARD. d. ALL INTERIOR CEILINGS SHALL HAVE Y2' SAG- RESISTANT GYP BD. d go WET AREAS: e. ALL EXTERIOR CEILINGS (PORCH & PATIOS) SHALL HAVE ls" SAG- RESISTANT GYP SOFFIT BOARD.__—_— f, STUCCO SURFACES TO HAVE STOPS, WEEP SCREEDS, AND EXPANSION JOINTS PER CODE. a ALL WET AREAS TO BE FRAME g. TILE IN TUBS, SHOWERS, AND WALL PANELS IN SHOWER AREAS ARE TO HAVE CEMENT, FIBER -CEMENT, OR F WITH STUDS @ 12" O.C. GLASS MAT GYPSUM BACKERS R70.3.8 /R702.4.2 2010 FBRCW z w UJ a h. FBC2010 TABLE R302.6:5/8" TYPE W' GYPSUM BOARD OR EQUIVALENT IS REQUIRED FOR A GARAGE CEILING WITH I o N� ° N HABITABLE ROOMS ABOVE. %s" MINIMUM GYPSUM BOARD IS REQUIRED ON GARAGE SIDE OF INTERIOR WALLS. z o M�-1coMv Z H S DOOR SCHEDULE CABINETS: 1 zQ-=�oM a. CABINET MANUFACTURE'S SHOP DRAWINGS TAKE PRECEDENCE OVER THE INTERIOR CABINET a o z 3 _ PH ELEVATIONS SHOWN ON THESE DRAWINGS. p w oP e o � g ag ftt/twB7 b. SEE SUPPLIER/ MFR'S DRAWINGS FOR KITCHEN, CABINETRY/MILLWORK, AND RESTROOM LAYOUTS. W s MARK WIDTH HEIGHT THICKNESS COMMENTS W 3 � o o 7. HARDWARE: 44 o 1 3'-0" 8'-0" 1 3/4" SOLID ENTRY DR. W/GLASS INSERT a. ALL LOCKING ARRANGEMENTS SHALL COMPLY WITH NFPA 101, 2009 EDITION Z ¢ OWN P o �°` 2 2'-8" 6'-8" 1 3/4" S.C. 20 MIN FIRE RATED DOOR 3 161-011 7 -0 8. WINDOW & DOORS: z c . GARAGE DOOR a. MISCELLANEOUS: _ 4 6'-0" & O''I S.G.D. i. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGH OPENING INFORMATION WHICH, 0 LL ° Cr �� 7T A, SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES ON PLAN. ° 7 " 5 2 -0 61-8-1 H.C. BI FOLD DOORS p LOU ii. CONTRACTOR AND SUPPLIER TO VERIFY WINDOW LOCATION, TYPE (FIN vs. FLANGE), HEADER HEIGHTS, g 2'-6" 6'-S" H.C. INTERIOR DOOR AND ROUGH OPENINGS PRIOR TO DELIVERY. F w o l " " 7 2 -8" 6'-8" M.C. INTERIOR DOOR iii. WINDOW ROUGH OPENING INCLUDES 1x P.T. FRAME ATTACHED TO CMU's. W Q ~ LL ids{:°"'�• 8 DBL 2'-0" 6'-8" H.C. BI FOLD DOORS IV. DOOR ROUGH OPENING INCLUDES 2x P.T. FRAME ATTACHED TO CMU's. 6OOo amm v. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE 2010 p 9 DBL 2'-6" 6'-8" H.C. INTERIOR DOOR FERC. 10 2'-8" A. WINDOW CONTRACTOR TO VERIFY ROUGH OPENINGS OF ALL FIELD ASSEMBLED FIXED GLASS AHU HALF DOOR W 11 2'-4" 6'-8" H.C. INTERIOR DOOR WINDOW UNITS PRIOR TO INSTALLATION.� vii. ALL WINDOWS IN WIND BORN DEBRIS AREAS SHALL BE PROTECTED FROM WIND BORN DEBRIS. d 12 20-0" 6'-8" H.C. INTERIOR DOOR PROVIDE SHUTTERS CERTIFIED TO 13 91-01, 6'-8" SLIDING GLASS DOOR MEET MIAMI-DADE IMPACT TEST. SHUTTERS MUST BE ROLL -DOWN, PANEL ACCORDIAN OR OTHER -V APPROVED - DESIGN TYPE. BUILDER TO SUBMIT MANUFACTURER, MODEL NO. INSTALLATION 14 61-0" 8'-0" DOBLE FRENCH DOOR INSTRUCTIONS, & COPY OF MIAMI-DADE IMPACT TEST DATA FOR PROPOSED SHUTTERS. W viii. GARAGE OVERHEAD DOORS SHALL BE LISTED AND TESTED FOR 30 SECONDS AT DESIGN PRESURE F TO INCLUDE A 10 SECOND GUST AT 1.5 TIMES THE DESIGN PRESSURE AND BEAR A PERMANENT DESGIN = S WINDOW SCHEDULE LABEL. b. INSTALLATION: L WINDOWS & DOORS"SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S OC INSTALLATION INSTRUCTIONS. LL MARK TYPE NOM. SIZES HEAD HEIGHT REMARKS ii. ALL WINDOW HEADS SHALL BESET ABOVE FINISH FLOOR AS FOLLOWS: W 1. FIRST FLOOR AT 84". 0 U_ A 25 SH 36" X 60" 8'-0" T-0" HDR ON 2ND FLR.IL 2. SECOND FLOOR AT T-0" 1 1 1 B DBL 25 SH 72" X 60" 8'-0" IL Li.l C 24 SH 36" X48" 8'-0" c. ASSEMBLIES: 0 Z 1. WINDOWAND DOOR ASSEMBLIES TO CONFORM TO 2010 FBRC CHAPTER 6, SECTION 612.8 0 O M D 1/2 33 SH 24 X36 81-011 fl. INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ Y4"x 3" TAPCONS, 6" FROM EDGES AND F Lo E 26 SH ARCH TOP 36" X 72" 8'-0" 16" O.C. MAX. 2x 133. BUCKS/NAILERS SHALL EXTEND BEYOND. jLo F 35 SH ARCH TOP 48" X 60" 80 -0" iii. BUCKS LESS THAN 2x TO BE FASTENED W/ CUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION Z G 4040 OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. Q iV. 48 X 48 8 -0 SEEEXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE CONFIGURATIONS. 0 r n H DBL 26 SH 72" X 72" 8'-0" d. TESTING 0 O < /0 U 25 SH ARCH TOP 36" X 60" 8'-0" T-0" HDR ON 2ND FLR. i. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AAMA/NWWDA F 11 1� K 35 SH 48" X 60" 8'-0" T-0" HDR ON 2ND FLR. 101/I.S.2 OR ANSI/AAMA/WDMA 101/I.S.2/NAFS OR AAMA/WDMA/CSA 101/I.S.2/A440 OR O TAS 202 (HVHZ SHALL COMPLY WITH TAS 202 UTILIZING ASTAM E 1300-98 OR F 1..1. L 1/2.35 SH 24.. X �� g�_p� W O C ASTM E 1300-04.02) PER R612.6 IN THE FBRC 2010 F M 1/2 33 SH 24" X 36" 8-011 ii. ALL GARAGE/OVERHEAD DOORS SHALL BE LISTED AND TESTED FOR 30 SECONDS AT DESIGN PRESSURE W O ' N 2020 PW 24" X 24" 8'-0" T -O" HDR ON 2ND FLR. (+/-) TO INCLUDE A 10 SECOND GUST AT 1.5 TIME'S THE DESIGN PRESSURE. 2 N PICT WDW 0 O DBL 26 SH 72 X 72 80 -011 W M 9. INSULATION: 0 W P 26 SH 36" X 72" 81-0" a. INSULATE ALL EXTERIOR FRAME ALLS WITH FR-13IATT FIB RGLASS INSULATION. F Q 25 SH ARCH TOP 36" X 72" 8'-0" b. INSULATE CONDITIONED ATTIC SP E WITH R-30 BLOWN FI RGLASS. NOTES: c. INSULATE ALL CMU WALLS (THAT QUIRE 1" P.T. FURRING TRIPS) WITH R4.1 FI -FOIL PANELS. APPLY HILTI FOAM FILLER AT EXTE IOR WALLS AROUND: CONTRACTOR AND SUPPLIER TO VERIFY WINDOW LOCATION, TYPE d. I. WINDOW FRAMES � (FIN vs. FLANGE) AND HEADER HEIGHTS PRIOR TO DELIVERY. Ii. EXTERIOR DOOR FRAMES A3F HEADER HEIGHTS ARE DIMENSIONED ABOVE FINISH FLOOR (A.F.F.) iii. GAPS AROUND PIPES, VENTS, O TLETS, ETC. e. INSULATE ALL ATTIC KNEE WALLS TH R-303ATTS. y WINDOW G.C. TO VERIFY ROUGH OPENINGS OF ALL FIELD ASSEMBLED _ FIXED GLASS WINDOW UNITS PRIOR TO INSTALLTION. 0 i 1. SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE N CONFIGURATIONS. _ H 0 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 REVIEWALL 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 W 1st FLR. LIVING 2nd FLR. LIVING 1,223 SQ. 1,290 SQ. FT. FT. TOTAL LIVING COV. LANAI FRONT PORCH GARAGE 2,513 SQ. 96 SQ. 211 SQ. 440 SQ. FT. FT. FT. FT. REV. TOTAL 3,260 SQ. FT. I (i ' 5 d U U '1 B The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. W d 2 05 -27 -15 -FIELD REV. W W WCITY OF SANFORD W COMMENTS 06-17-15 ci _ title: a 1st FLOOR PLAN W project no. 2014433.02 ° checked: AB/EA �VILC)/NC drawn: date: 04-15-15 8F�R0 N scale: AS SHOWN I (i ' 5 d U U '1 B The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. � 9 � I I 6-6 1/4" 5'-61 /4" X. 6-4 14' 5'-41 /4" 5'-61 /2" #1 V 6-6 1/2" V-6 1/2" V-7 1/2" Ilk elk 11'-0 1/2" 10'-8 1/2" 18'-3" 40'-U' 2nd FLOOR PLAN ELEVATION "B'' 11411= 1-011 b. SEE FOUNDATION PLAN FOR CMU WALL REINFORCEMENT LOCATIONS. INDICATES WOOD. STUDS 24" O.C. MAX. C. INTERIOR SURFACE OF CMU WALL TOHAVE 1/2" GPBD APPLIED TO 1X P.T, VERTICAL FURRING BATTS SPACED'F4` (NON LOAD BEARING INTERIOR PARTITIONS @ 16" O.C. ATTACH FURRING TO CONCRETE WALLAS REQUIRED. � I` ONLY.) (U.N.O.) d. SECOND FLOOR EXTERIOR WALLS TO BE WOOD STUDS. 3. INTERIOR WALLS, a. WOOD FRAMING: � INDICATES WET WALLS, 2X WOOD STUDS i. ALL PLATES AND SLEEPERS ON CONCRETE SLAB, WHICH ARE IN DIRECT CONTACT WITH THE EARTH, 12" O.C. SHALL BE PRESSURE TREATED.�� fl. ALL INTERIOR WALL PLATES, OTHER THAN SHEAR WALLS, ON CONCRETE SLAB TO BE ATTACHED WITH r++ POWER ACTUATED FASTERNERS, SPACED @ 48" O.C. MAX. iii: ALL WOOD BRG. INTERIOR PARTITIONS SHALL BE 2x4 STUDS SPACED @ 16" O.C. WITH DOUBLE TOP PLATE. TOWNHOME5; OI' iv. FIREBLOCKING/ DRAFTSTOPPING TO BE PROVIDED IN THE FLOOR/CEILING ASSEMBLIES ABOVE AND IN LINE WITH THE TENANT SEPARATION, WHEN TENANT SEPARATION WALLS DO NOT EXTEND TO THE FLOOR SHEATHING ABOVE AND IN OTHER LOCATIONS PER SECTION R602.1.2/R302.11 OF THE 2010 FBRC CODE. 4. WOOD: a. WOOD CONSTRUCTION SHALL CONFORM TO THE AMERICAN FOREST & PAPER ASSOCIATION (AF&PA) C "NATIONAL SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. ; �° K• ry k b. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK IS TO BE PRESSURE TREATED. U c. SEE STRUCTURAL GENERAL NOTES. WATER HEATER: 5. FINISHES: a. ACCESSIBLE SPACE UNDER STAIRS SHALL BE PROTECTED BY 1/2" GYPSUM BOARD. m p•°°�� PROVIDE MINAD GALLON WATER HEATER b. ALL INTERIOR WALLS SHALL HAVE STANDARD Y2' GYP BD, EXCEPT IN HIGH HUMIDITY AND WET AREAS. 0= x a *d� r c. HIGH HUMIDITY AND WET AREAS SHALL HAVE Y2" DENSSHIELD TILE BACKER GYPSUM BOARD. 21+ ° , d. ALL INTERIOR CEILINGS SHALL HAVE Y2" SAG- RESISTANT GYP BR WET ET AREAS: le. ALL EXTERIOR CEILINGS (PORCH &PATIOS) SHALL HAVE Y2' SAG- RESISTANT GYP SOFFIT BOARD. I --.- ALL WET AREAS TO BE FRAME ----- f. STUCCO SURFACES TO HAVE STOPS, WEEP SCREEDS, AND EXPANSION JOINTS PER CODE. g. TILE IN TUBS, SHOWERS, AND WALL PANELS IN SHOWER AREAS ARE TO HAVE CEMENT, FIBER -CEMENT, OR F WITH STUDS @ 12" O.C. GLASS MAT GYPSUM BACKERS R70.3.8 /R702.4.2 2010 FBRC N myLU h. FBC2010 TABLE R302.6:5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT IS REQUIRED FOR A GARAGE CEILING WITH Ia = o N ";\ d� )� HABITABLE ROOMS ABOVE. W MINIMUM GYPSUM BOARD IS REQUIRED ON GARAGE SIDE OF INTERIOR WALLS. Izl c, O DOOR SCHEDULE 6. CABINETS: a ,: Y o n a. CABINET MANUFACTURE'S SHOP DRAWINGS TAKE PRECEDENCE OVER THE INTERIOR CABINETit S �<• u► ELEVATIONS SHOWN ON THESE DRAWINGS. c y b. SEE SUPPLIER/ MFR'S DRAWINGS FOR KITCHEN, CABINETRY/MILLWORK, AND RESTROOM LAYOUTS. m �i � °� 0. MARK WIDTH HEIGHT THICKNESS COMMENTS 7. HARDWARE: 17 o n� ., cta 1 3'-0" 8'-0" 1 3/4 SOLID ENTRY DOOR a. ALL LOCKING ARRANGEMENTS SHALL COMPLY WITH NFPA 101, 2009 EDITION �� o '" 6 a • �` 2 2'-8" 61-8" 1314' S.C. 20 MIN FIRE RATED DOOR = W Z F"�'la u Z�9g w 8. WINDOW & DOORS: E 3 16'-0" 7'-0" GARAGE DOOR J= b �pR a. MISCELLANEOUS; W d g U -3 b� 4 6'-O" 8'-0" S.G.D. L WINDOWAND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGH OPENING INFORMATION WHICH, W U°f�// 5 2'-0" 6'-8" SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES ON PLAN. H.C. BI FOLD DOORS p z, ii. CONTRACTOR AND SUPPLIER TO VERIFY WINDOW LOCATION, TYPE (FIN vs, FLANGE), HEADER HEIGHTS,1. p 11 m 0 0 w 6 2'-6 6-8" H.C. INTERIOR DOOR _ AND ROUGH OPENINGS PRIOR TO DELIVERY. W v 7 2-8" 6'-8" H.C. INTERIOR DOOR iii. WINDOW ROUGH OPENING INCLUDES 1x P.T. FRAME ATTACHED TO CMU's. d d iv. DOOR ROUGH OPENING INCLUDES 2x P.T. FRAME ATTACHED TO CMU's. rioaonrasaaanm 8 DBL 2-0„ 6'-8v' H.C. BI FOLD DOORS v. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE 2010 9 DBL 2'-6” 6-8" H.C. INTERIOR DOOR FBRC. 10 Z-13" AHU HALF DOOR A. WINDOW CONTRACTOR TO VERIFY ROUGH OPENINGS OF ALL FIELD ASSEMBLED FIXED GLASS Oa. 11 21-4" 6'-8" H.C. INTERIOR DOOR WINDOW UNITS PRIOR TO INSTALLATION. vii. ALL WINDOWS IN WIND BORN DEBRIS AREAS SHALL BE PROTECTED FROM WIND BORN DEBRIS. o. 12 2'-0" 61-8" H.C. INTERIOR DOOR PROVIDE SHUTTERS CERTIFIED TO 13 91-01 6'-8" SLIDING GLASS DOOR MEET MIAMI-DADE IMPACT TEST. SHUTTERS MUST BE ROLL -DOWN, PANEL ACCORDIAN OR OTHER APPROVED DESIGN TYPE. BUILDER TO SUBMIT MANUFACTURER, MODEL NO. INSTALLATION 14 6'-O" 8'-0" DOBLE FRENCH DOOR INSTRUCTIONS, & COPY OF MIAMI-DADE IMPACT TEST DATA FOR PROPOSED SHUTTERS. ' viii. GARAGE OVERHEAD DOORS SHALL BE LISTED AND TESTED FOR 30 SECONDS AT DESIGN PRESURE (+/-) _ TO INCLUDE A 10 SECOND GUST AT 1.5 TIMES THE DESIGN PRESSURE AND BEAR A PERMANENT DESGIN = O WINDOW SCHEDULE LABEL. INSTALLATION: � b. IN L WINDOWS & DOORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S 19 INSTALLATION INSTRUCTIONS. 0 MARK TYPE NOM. SIZES HEAD HEIGHT REMARKS ii. ALL WINDOW HEADS SHALL BESET ABOVE FINISH FLOOR AS FOLLOWS; � 1. FIRST FLOOR AT V-0". 0 `.L A 25 SH 36" X 60" 8'-0" T-0" HDR ON 2ND FLR.W 2. SECOND FLOOR AT T-0" B DBL 25 SH 72" X 60" 8'-O" T -O" HDR ON 2ND FLR. C 24 SH 36" X 48" 8'-0 c. ASSEMBLIES: 19 L WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2010 FBRC CHAPTER 6, SECTION 612.8 0 0 `' , D 1/2 33 SH " " r 24 X36 8 -0 ii. INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ Ya"x 3" TAPCONS, 6" FROM EDGES AND F E 26 SH ARCH TOP 36" X 72" 8'-0" 16" O.C. MAX. 2x P.T. BUCKS/NAILERS SHALL EXTEND BEYOND. 0 F 35 SH ARCH TOP 48" X 60" 8'-0 iii. BUCKS LESS THAN 2x TO BE FASTENED W/ CUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION 1 N OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. Z Q G 4040 48" X 48" 8'-0" C► N. SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE CONFIGURATIONS: v H 4010FX 48 X 12 81-9. T-0" HDR ON 2ND FLR. 0 N 0 < d. TESTING: N J 36"V 60"0. p" 7'-0" HDR ON 2ND FLR. Z L.I� 25 SH ARCH TOP - 1. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AAMA/NWWDA F LEGENDLLIJJ 35 SH � o 0 p§ 8'-p" T-0" HDR ON 2ND FLR. 101/I.S.2 OR ANSI/AAMA/WDMA 101/I.S.2/NAFS OR AAMA/WDMA/CSA 101/I.S.2/A440 OR 0 GENERALNOTES UNLESS OTHERWISE NOTED 0� M" C Ui FT. FT. FT. FT. TAS 202 (HVHZ SHALL COMPLY WITH TAS 202 UTILIZING ASTAM E 1300-98 OR H ASTM E 1300-04 02) PER R612.6 IN THE FBRC 20110 H W 5 L 1/2 35 SH 24" X 60" 8'-0° 1. MISCELLANEOUS s U. 0 p INDICATES 8x8x16 C.M.U. a. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOW AS NOTED.� c 24" X 36" (NOM.) (EXTERIOR b. ALL DIMENSIONS AND SITUATIONS PERTAINING TO, THE BUILDING ARE TO BE VERIFIED PRIOR p MW 0 0 LOAD BEARING). 9'-4" TOP OF CMUTO BEGINNING OF CONSTRUCTION. NOTIFY B & A DESIGN STUDIO, INC. OF ANY DISCREPANCIES. Q 8'-O" T -O" HDR ON 2ND FLR. c. ALL WALL THICKNESS DIMENSIONS AS SHOWN ARE NOMINAL. ACTUAL WALL THIKNESS DIMENSIONS N u MAY BE + OR -. 0 PICT WDW INDICATES WALLS TO BE UTILIZED FOR TRUSS M BEARING 2X4 WOOD STUDS @ 16" O.C. U.N.O. 2. EXTERIOR WALLS: ! a. ASSUME ALL EXTERIOR WALLS TO BE LOAD BEARING. ° b. SEE FOUNDATION PLAN FOR CMU WALL REINFORCEMENT LOCATIONS. INDICATES WOOD. STUDS 24" O.C. MAX. C. INTERIOR SURFACE OF CMU WALL TOHAVE 1/2" GPBD APPLIED TO 1X P.T, VERTICAL FURRING BATTS SPACED'F4` (NON LOAD BEARING INTERIOR PARTITIONS @ 16" O.C. ATTACH FURRING TO CONCRETE WALLAS REQUIRED. � I` ONLY.) (U.N.O.) d. SECOND FLOOR EXTERIOR WALLS TO BE WOOD STUDS. 3. INTERIOR WALLS, a. WOOD FRAMING: � INDICATES WET WALLS, 2X WOOD STUDS i. ALL PLATES AND SLEEPERS ON CONCRETE SLAB, WHICH ARE IN DIRECT CONTACT WITH THE EARTH, 12" O.C. SHALL BE PRESSURE TREATED.�� fl. ALL INTERIOR WALL PLATES, OTHER THAN SHEAR WALLS, ON CONCRETE SLAB TO BE ATTACHED WITH r++ POWER ACTUATED FASTERNERS, SPACED @ 48" O.C. MAX. iii: ALL WOOD BRG. INTERIOR PARTITIONS SHALL BE 2x4 STUDS SPACED @ 16" O.C. WITH DOUBLE TOP PLATE. TOWNHOME5; OI' iv. FIREBLOCKING/ DRAFTSTOPPING TO BE PROVIDED IN THE FLOOR/CEILING ASSEMBLIES ABOVE AND IN LINE WITH THE TENANT SEPARATION, WHEN TENANT SEPARATION WALLS DO NOT EXTEND TO THE FLOOR SHEATHING ABOVE AND IN OTHER LOCATIONS PER SECTION R602.1.2/R302.11 OF THE 2010 FBRC CODE. 4. WOOD: a. WOOD CONSTRUCTION SHALL CONFORM TO THE AMERICAN FOREST & PAPER ASSOCIATION (AF&PA) C "NATIONAL SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. ; �° K• ry k b. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK IS TO BE PRESSURE TREATED. U c. SEE STRUCTURAL GENERAL NOTES. WATER HEATER: 5. FINISHES: a. ACCESSIBLE SPACE UNDER STAIRS SHALL BE PROTECTED BY 1/2" GYPSUM BOARD. m p•°°�� PROVIDE MINAD GALLON WATER HEATER b. ALL INTERIOR WALLS SHALL HAVE STANDARD Y2' GYP BD, EXCEPT IN HIGH HUMIDITY AND WET AREAS. 0= x a *d� r c. HIGH HUMIDITY AND WET AREAS SHALL HAVE Y2" DENSSHIELD TILE BACKER GYPSUM BOARD. 21+ ° , d. ALL INTERIOR CEILINGS SHALL HAVE Y2" SAG- RESISTANT GYP BR WET ET AREAS: le. ALL EXTERIOR CEILINGS (PORCH &PATIOS) SHALL HAVE Y2' SAG- RESISTANT GYP SOFFIT BOARD. I --.- ALL WET AREAS TO BE FRAME ----- f. STUCCO SURFACES TO HAVE STOPS, WEEP SCREEDS, AND EXPANSION JOINTS PER CODE. g. TILE IN TUBS, SHOWERS, AND WALL PANELS IN SHOWER AREAS ARE TO HAVE CEMENT, FIBER -CEMENT, OR F WITH STUDS @ 12" O.C. GLASS MAT GYPSUM BACKERS R70.3.8 /R702.4.2 2010 FBRC N myLU h. FBC2010 TABLE R302.6:5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT IS REQUIRED FOR A GARAGE CEILING WITH Ia = o N ";\ d� )� HABITABLE ROOMS ABOVE. W MINIMUM GYPSUM BOARD IS REQUIRED ON GARAGE SIDE OF INTERIOR WALLS. Izl c, O DOOR SCHEDULE 6. CABINETS: a ,: Y o n a. CABINET MANUFACTURE'S SHOP DRAWINGS TAKE PRECEDENCE OVER THE INTERIOR CABINETit S �<• u► ELEVATIONS SHOWN ON THESE DRAWINGS. c y b. SEE SUPPLIER/ MFR'S DRAWINGS FOR KITCHEN, CABINETRY/MILLWORK, AND RESTROOM LAYOUTS. m �i � °� 0. MARK WIDTH HEIGHT THICKNESS COMMENTS 7. HARDWARE: 17 o n� ., cta 1 3'-0" 8'-0" 1 3/4 SOLID ENTRY DOOR a. ALL LOCKING ARRANGEMENTS SHALL COMPLY WITH NFPA 101, 2009 EDITION �� o '" 6 a • �` 2 2'-8" 61-8" 1314' S.C. 20 MIN FIRE RATED DOOR = W Z F"�'la u Z�9g w 8. WINDOW & DOORS: E 3 16'-0" 7'-0" GARAGE DOOR J= b �pR a. MISCELLANEOUS; W d g U -3 b� 4 6'-O" 8'-0" S.G.D. L WINDOWAND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGH OPENING INFORMATION WHICH, W U°f�// 5 2'-0" 6'-8" SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES ON PLAN. H.C. BI FOLD DOORS p z, ii. CONTRACTOR AND SUPPLIER TO VERIFY WINDOW LOCATION, TYPE (FIN vs, FLANGE), HEADER HEIGHTS,1. p 11 m 0 0 w 6 2'-6 6-8" H.C. INTERIOR DOOR _ AND ROUGH OPENINGS PRIOR TO DELIVERY. W v 7 2-8" 6'-8" H.C. INTERIOR DOOR iii. WINDOW ROUGH OPENING INCLUDES 1x P.T. FRAME ATTACHED TO CMU's. d d iv. DOOR ROUGH OPENING INCLUDES 2x P.T. FRAME ATTACHED TO CMU's. rioaonrasaaanm 8 DBL 2-0„ 6'-8v' H.C. BI FOLD DOORS v. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE 2010 9 DBL 2'-6” 6-8" H.C. INTERIOR DOOR FBRC. 10 Z-13" AHU HALF DOOR A. WINDOW CONTRACTOR TO VERIFY ROUGH OPENINGS OF ALL FIELD ASSEMBLED FIXED GLASS Oa. 11 21-4" 6'-8" H.C. INTERIOR DOOR WINDOW UNITS PRIOR TO INSTALLATION. vii. ALL WINDOWS IN WIND BORN DEBRIS AREAS SHALL BE PROTECTED FROM WIND BORN DEBRIS. o. 12 2'-0" 61-8" H.C. INTERIOR DOOR PROVIDE SHUTTERS CERTIFIED TO 13 91-01 6'-8" SLIDING GLASS DOOR MEET MIAMI-DADE IMPACT TEST. SHUTTERS MUST BE ROLL -DOWN, PANEL ACCORDIAN OR OTHER APPROVED DESIGN TYPE. BUILDER TO SUBMIT MANUFACTURER, MODEL NO. INSTALLATION 14 6'-O" 8'-0" DOBLE FRENCH DOOR INSTRUCTIONS, & COPY OF MIAMI-DADE IMPACT TEST DATA FOR PROPOSED SHUTTERS. ' viii. GARAGE OVERHEAD DOORS SHALL BE LISTED AND TESTED FOR 30 SECONDS AT DESIGN PRESURE (+/-) _ TO INCLUDE A 10 SECOND GUST AT 1.5 TIMES THE DESIGN PRESSURE AND BEAR A PERMANENT DESGIN = O WINDOW SCHEDULE LABEL. INSTALLATION: � b. IN L WINDOWS & DOORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S 19 INSTALLATION INSTRUCTIONS. 0 MARK TYPE NOM. SIZES HEAD HEIGHT REMARKS ii. ALL WINDOW HEADS SHALL BESET ABOVE FINISH FLOOR AS FOLLOWS; � 1. FIRST FLOOR AT V-0". 0 `.L A 25 SH 36" X 60" 8'-0" T-0" HDR ON 2ND FLR.W 2. SECOND FLOOR AT T-0" B DBL 25 SH 72" X 60" 8'-O" T -O" HDR ON 2ND FLR. C 24 SH 36" X 48" 8'-0 c. ASSEMBLIES: 19 L WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2010 FBRC CHAPTER 6, SECTION 612.8 0 0 `' , D 1/2 33 SH " " r 24 X36 8 -0 ii. INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ Ya"x 3" TAPCONS, 6" FROM EDGES AND F E 26 SH ARCH TOP 36" X 72" 8'-0" 16" O.C. MAX. 2x P.T. BUCKS/NAILERS SHALL EXTEND BEYOND. 0 F 35 SH ARCH TOP 48" X 60" 8'-0 iii. BUCKS LESS THAN 2x TO BE FASTENED W/ CUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION 1 N OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. Z Q G 4040 48" X 48" 8'-0" C► N. SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE CONFIGURATIONS: v H 4010FX 48 X 12 81-9. T-0" HDR ON 2ND FLR. 0 N 0 < d. TESTING: N J 36"V 60"0. p" 7'-0" HDR ON 2ND FLR. Z L.I� 25 SH ARCH TOP - 1. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AAMA/NWWDA F 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 REVIEWALL 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 K 35 SH 48" X 60" 8'-p" T-0" HDR ON 2ND FLR. 101/I.S.2 OR ANSI/AAMA/WDMA 101/I.S.2/NAFS OR AAMA/WDMA/CSA 101/I.S.2/A440 OR 0 G Y O 2,513 SQ. 96 SQ. 211 SQ. 440 SQ. FT. FT. FT. FT. TAS 202 (HVHZ SHALL COMPLY WITH TAS 202 UTILIZING ASTAM E 1300-98 OR H ASTM E 1300-04 02) PER R612.6 IN THE FBRC 20110 H W 5 06-17-15 L 1/2 35 SH 24" X 60" 8'-0° M 1/2 33 SH 24" X 36" IL ALL GARAGEIOVERHEAD DOORS SHALL BE LISTED AND TESTED FOR 30 SECONDS AT DESIGN PRESSURE W 0 0 N 2020 PW 24" X 24" 8'-O" T -O" HDR ON 2ND FLR. (+/-) TO INCLUDE 10 SECOND GUST AT 1.5 TIMES THE DESIGN PRESSURE. C N C PICT WDW M ° 0 DBL 26 SH 72" X 72" g'_p' � M � W INSULATION: a. INSULATE ALL EXTERIOR FRAME AILLS WITH FR-131ATT FIB RGLASS INSULATION. F P 26 SH 36" X 72" 8'-0" Q 25 SH ARCH TOP 36" X 72" -011 81 b. INSULATE CONDITIONED ATTIC SP E WITH R-30 (BLOWN FI ERGLASS. t7 c. INSULATE ALL CMU WALLS (THAT QUIRE 1" P.T. FURRING TRIPS) WITH R4.1 FI -FOIL PANELS. Z R 4050FX 48" X 69' 8'-0" 9'-0" HDR ON 2ND FLR. d. APPLY HILT' FOAM FILLER AT EXTE IOR WALLS AROUND: S 3030FX 36" X 36" V-0" T-0" HDR ON 2ND FLR. I. WINDOW FRAMES ii. EXTERIOR DOOR FRAMES O NOTES: iii. GAPS AROUND PIPES, VENTS, 0 TLETS, ETC. 3 W CONTRACTOR AND SUPPLIER TO VERIFY WINDOW LOCATION, TYPE e. INSULATE ALL ATTIC KNEE WALLS TH FR-303ATTS. M (FIN vs. FLANGE) AND HEADER HEIGHTS PRIOR TO DELIVERY. 03HEADER HEIGHTS ARE DIMENSIONED ABOVE FINISH FLOOR (A.F.F.) a WINDOW G.C. TO VERIFY ROUGH OPENINGS OF ALL FIELD ASSEMBLED 9 FIXED GLASS WINDOW UNITS PRIOR TO INSTALLTION. H o 1. SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE ELEVATION 111311 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 REVIEWALL 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 1st FLR. LIVING 2nd FLR. LIVING 17223 SQ. 1,290 SQ. FT. FT. TOTAL LIVING COV. LANAI FRONT PORCH GARAGE 2,513 SQ. 96 SQ. 211 SQ. 440 SQ. FT. FT. FT. FT. CITY OF SANFORD A3COMMENTS 06-17-15 TOTAL 3,260 SQ. FT. fa 05 -27 -15 -FIELD O u 2 REV. rA CITY OF SANFORD A3COMMENTS 06-17-15 tl1 01111 title: Os 2nd FLOOR PLAN Z �-� project no. 2014433.02 ° checked: AB/EA drawn: dater 04-15-15 N scale: AS SHOWN 2 0 ,�,OILD� _ O #1518 1 0 2B The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such 11 . _ _ _ _ _ - - ----- - --- DETAIL _ ,-,.-MASTER . BARRIER ; w1 U yW N� .dmf',.. � �, R f-1 . �1 0 <— e y W 8 n ro WNNV — w a GENERAL NOTES 9 COO' �_-NN O o m z w CO 00 co 0 VENTILATION CALCULATION ENTRY t` C) 0 FORMULA = 2010 FBRC SEC R8062 0 o VC 1.� .0 S.F./300 (1/300) /2 (INTAKE VS EXHAUST) 2 REV. "" N CO 4 n C * 144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH �B — _ REQUIREMENT. ,N �'�� .�. � ROOF CRITERIA � ��„ ("',11 11 fa 1 I�aw� ` #DS15-78 12" OVERHANG U.N.O a , "# r 11 .a` = 0 i 6" FASCIA BOARD PLUMB CUT FASCIA t t �I t � F A RTS n- vi ROOF PITCH PER ELEVATION I I PLASTIC HOUSE WRAPL. W W 1 SHINGLES ' Z G 4;1 r 'kIr '4ah. 1- CII 11011 Y!nn pd4i 3' 11-7 1/4 II G.C. VERIFY ROOF PITCH , {{{,rr � LL , a , ':I HELL HT @ ENTRY m , �,' „ + k d ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE ' - ,R'ry , J , CONTRACTORS RESPONSIBILITY TO VERIFY .,. FINISH SHALL BE NON STRUCTURAL 0 F O C T- ROOF SLOPE REQUIREMENTS WITH TRUSS 9'-4" 1sT FL. TOM MANUFACTURER. FLASHING SHALL BE INSTALLED AT WALL AND I ��`a11A ROOF INTERSECTIONS, AT GUTTERS, AT ALL , . W, snnooTH TEXTURED CHANGES IN ROOF SLOPE OR DIRECTI0M In ON, AND M CEMENT PLASTER I- A _ 01 ;r M I AROUND ROOF OPENINGS. m Q�G FINISH _ 1 1 1"4 4 -, , '- I ,� a I .11 � �.> 16x16x3s SQ. BASE COLUMN R703.6 EXTERIOR PLASTER. d ' �, WRAPPED W� BRICK VENER R703.6.1 EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL W - r'� 11 COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 926. a R703.6.2 INSTALLATION OF EXTERIOR LATHING AND FRAMING W w N �`�gdt%%Fg It SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF z NC 1% . 'r ®,�" ASTM C 1063. n m -�p�% R703.6.3 WHERE CEMENT PLASTER (STUCCO) IS TO BE a a�d c *0 "� ,�' �. SOLDIER COURSE APPLIED TO LATH OVER FRAME CONSTRUCTION, MEASURES SHALL W � W � � � - ° ° `U BRICK vENER BE TAKEN TO PREVENT BONDING BETWEEN THE CEMENT o '" o W '^ o'W ` '� ��x v, C' " ro �". COLUMN BASE W mss - Vl ''C 1 z S o-° , b 0 w - " M1� Z PLASTER AND THE WATER RESISTIVE BARRIER. A BOND BREAK 3 LL W o � o' -o" SHALL BE PROVIDED BETWEEN THE WATER RESISTIVE BARRIER AND Z I�-�-I� etT. or O o.. p - * `� - FIN" FLR. THE CEMENT PLASTER (STUCOO) CONSISTING OF ONE OF THE 0 IQI2 w o "� ° -� . FOLLOWING. �; m b �,. Z w a r C7 P ` 4u t .. DETAIL AT . BARRIER ; w1 U yW N� .dmf',.. � �, R f-1 . �1 0 <— e y W 8 n ro t — w a . 1. TWO LAYERS OF AN APPROVED WATER RESISTANT o m z w 0 Gl FRONT ELEVATION 11Q1� Al FRONT ENTRY MATERIAL COMPLYING ©IRTH SECTION R703.2 �' 6 =WF rho �o ❑ r. U. •, .,. r'.o sr „ ,.:n ... „ .,k, ;.n.. ,... .,. „.. •.a t• -w.,. A'.. a. f —-+-va 0 2 REV. 1 ST FL. TOM 4 n C 4 �B — _ 1/411 = 1'-0" 1/411 = 1'-0" ' > & nm , . 8 u x i� M ..«.e,�`rY`-r,� 5 r. ., ^^.> >.� .,,.. , o -a^^ a rte. ,,: e«., e: .,, . r� s ...,:.... . r ,� w . ..mb,.m { .y,--" a r: a. "c �, 2. ONE LAYER OF AN APPROVED WATER RESISTANT BARRIER � WOA'flAYdBQd'MMM .:: r on ...a , r t „ ,. ,�„ w ,. : :, .r ,::,,, r d .: ., r., .. ,. ,:, r. ” ry u. a r:. r n..... . ::. r. "W. n e , u ,,.., a .. a, .,.4.. .,., ,. .. :, :. M 1 .v , Y. ,.n q.. : aw-fk+,r, r, ,.�,.. , . r,. , �: uY ,, a, ,.a' ��.. r #DS15-78 ^ 0, a COMPLYING WITH SECTION R703.2 OVER AN APPROVED = 0 i , . r , x fie.:,, , r r .. ,- s.r. ..r° : „ ra , r... , n ' ,^ .. a rr,f r r .. n, •. nr a ,, .: 'a q, 4 1 4^ ,f r i.: , , .. r:. .. , .. ,. ,. „_ ., ,. .. ,+ , n r 'h .,, 1, r. vi „ ..: «, .o -t . :, ,. .n, .. �. .a ,.. � ., n. :� � ,+. .. x. M ,. , , .. ...�::..,. -.. r, J ,'..:' 4. #. h t Y S', ✓ "J d f' f G , k„ , ;• t � F A RTS n- vi GARAGE BRACKET PLASTIC HOUSE WRAPL. W W " .. .,. J , k I ,r n ,y.+u%,. .n u tV .,, 4% , r: ,.- , ., Z title: 1- CII 11011 OR d I. ELEVATIONS I. ' �,s q', m r k �'.d LL -- K 3 OTHER APPROVED METHODS OR MATERIALS APPLIED IN d ... ..e .. :. dr ,r,r' , o ,. .. r ., ,:'. v Y .. d c a �. e r u» n. r, .:. .,:. 4 ,e 1 A v.., f' :, : e .4 r . , , : ,:. n R.: 1 ,, .r e e 'a v, ^ ,r, ,r e Y a ,, , ,. • ,:. N , .: r :: ,., .. i. x :i , .. t :..:, .., n , 1. F z , ; ., � N — s° FAscIA BOARD (610 mm) of the finished floor. _l 11 11 M 20'-0 3/4 6 FASCIA BOARD = _ - // 111-x1 11/�T /A \AAIAI Ur%11QC ....>!�S, ..,.. .�:._ ""._"""" . _,..,, :.. , a a \l tvi� 1113 isi�illi �rll ipl .. � I n,Il �,i 11 illi "! � � l �1 — ACCORDANCE WITH THE. MANUFACTURER'S INSTALLATION t — w a � -� -�' - T. -r ->-�- r H I- x 1. , ,. 11 .i .. 0 1 11 „ - x. , :.. 9: , ,' a r,b., , ,.. .. r.. , (. 9 ^ < r w. ,: �., , , `" a• J" ,:+ W: rt. a x.: .0 .. .. ., w :... , .. ., .,., .: „ �. :, a y' w. . , k, ,. '..a � ',.:. ,. a m , .0 „ ,. M' ,r Tv w,. rv. x,.x .. .: ,. a .. �, .. „ , a. r r.:. «4, ,: dl. INSTRUCTIONS. r r. U. •, .,. r'.o sr „ ,.:n ... „ .,k, ;.n.. ,... .,. „.. •.a t• -w.,. A'.. a. f —-+-va 0 2 REV. 1 ST FL. TOM 4 n C 4 �B — _ m i S : r` e M1 q..e. 4 M '. "y"'+ n .e ♦ F n :m,A a 'n .. .«,. i .r. , '' 'r. :, ' , ' + M ,.., .n .x.., , r :x to lr x+ h .. lon e .. y.. ,,, °P +ate , d, , - ' > & nm , . 8 u x i� M ..«.e,�`rY`-r,� 5 r. ., ^^.> >.� .,,.. , o -a^^ a rte. ,,: e«., e: .,, . r� s ...,:.... . r ,� w . ..mb,.m { .y,--" a r: a. "c �, .� , . tl_ Wy W . , w,. .. .. :: q.. u e., ,. .n.. ,. . ,. .,F ., . s: ., a o „, : .a, r n .. ... u ,,, a a : e m , �'n.. .,. ,.• .. G' ,r. a:�A .v d .. ,u. } w.«. n x+ ,rk .:: r on ...a , r t „ ,. ,�„ w ,. : :, .r ,::,,, r d .: ., r., .. ,. ,:, r. ” ry u. a r:. r n..... . ::. r. "W. n e , u ,,.., a .. a, .,.4.. .,., ,. .. :, :. M 1 .v , Y. ,.n q.. : aw-fk+,r, r, ,.�,.. , . r,. , �: uY ,, a, ,.a' ��.. r #DS15-78 ^ 0, a EXTERIOR CEMENT PLASTER FINISH = 0 i , . r , x fie.:,, , r r .. ,- s.r. ..r° : „ ra , r... , n ' ,^ .. a rr,f r r .. n, •. nr a ,, .: 'a q, 4 1 4^ ,f r i.: , , .. r:. .. , .. ,. ,. „_ ., ,. .. ,+ , n r 'h .,, 1, r. vi „ ..: «, .o -t . :, ,. .n, .. �. .a ,.. � ., n. :� � ,+. .. x. M ,. , , .. ...�::..,. -.. r, J ,'..:' 4. #. h t Y S', ✓ "J d f' f G , k„ , ;• t � F A RTS n- vi GARAGE BRACKET THICKNESS: W W " .. .,. J , k I ,r n ,y.+u%,. .n u tV .,, 4% , r: ,.- , ., Z title: 1- WINDOW HDR HGT 0 B1 DETAIL 5/8" MIN. ON CMU WALLS � ELEVATIONS I. ' �,s q', m r k �'.d LL uu •i 7/8" MIN. ON LATH ON FRAME WALLS d ... ..e .. :. dr ,r,r' , o ,. .. r ., ,:'. v Y .. d c a �. e r u» n. r, .:. .,:. 4 ,e 1 A v.., f' :, : e .4 r . , , : ,:. n R.: 1 ,, .r e e 'a v, ^ ,r, ,r e Y a ,, , ,. • ,:. N , .: r :: ,., .. i. x :i , .. t :..:, .., n , 1. F z J ra'ect no. 2014433.02 P j 11 = 1 11 10 1/4 1 -0 FINISH SHALL BE NON STRUCTURAL 0 F O C T- CO 5 12 SIM. j y �., ,..r ,. :...., w,J. 1r ,e,.'a,v r... .: �•k+�'ws ..,. a. %, �'.a, Y ^°,� td,. ,, .: 1. �e. iV, r„v. . ,r Ir r11 w, C rr r 4 W N z LL ARCHITECTURAL COMPOSITE SHINGLES 6 R612.2 Window sills. In dwelling units, where the opening of an operable window is located more than a i t r;' mgr W Z Q ARCHITECTURAL 25'-9 3/4" COMPOSITE SHINGLES 72 inches (1829 mm) above the finished grade or surface below, the lowest part 0 0 Q — — — — — — 12 HEEL HGT @ TOWER SOLDIER COURSE BRICK 12 of the clear opening of the window shall be a minimum of 24 inches (610 mm) X o .- ,. r t i' VENER FRIEZE BAND 6 6 above the finished floor of the room in which the window is located. Operable � SOLDIER COU%RSE SO COU W .a sections of windows shall not permit openings that allow passage of a 4 inch z BRICK VENER o 7 ,` . " ^ (102 mm) diameter sphere where such openings are located within 24 inches W Q , ; ., � N — s° FAscIA BOARD (610 mm) of the finished floor. _l 11 11 M 20'-0 3/4 6 FASCIA BOARD = _ - // 111-x1 11/�T /A \AAIAI Ur%11QC ....>!�S, ..,.. .�:._ ""._"""" . _,..,, :.. , a a \l tvi� 1113 isi�illi �rll ipl .. � I n,Il �,i 11 illi "! � � l �1 — 2 — — — w a - � I - - - - " , , " — - — — 11 ,,,, , - — — 11 F �- a: k t 1 ,,rx i % ,\ 'lll q � , p .. 11 rr'� F da. k j trf ��P,.I Y G C f . I , I 1, �,Irl , � , . , � [ ..a w, a u A P (�) F'LAS I tK r - WWI .::, � �:�: � I, , '�, � ,"� �'.' - 'L � I I . - I I ,• .1I k ,' .„,, .: _ r, :...,,,, ,” TEXTURED CEMENT b .I 11 CEMENT PLASTER w, ", ,,; —� 2. P R FINIS LASTS H FINISH BANDING x. ,F REFER TO ELEVATION W a G \ A : t' F 10'-8 3/4" 0 If g -J.1 , d \ J "Q, '411 11 N 2ND FIN. 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FLR. + 11 o a checked: AB/EA = 1 1 -0 1/41 m drawn: DISCLAIMER date: 04-15-15 ° 1 AS SHOWN N I e, 2 H 7 - 0 o �B U The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such, M A S`TE Woo 0 W GENERAL NOTES N C N Wm rnrn ccoo�co co a VENTILATION CALCULATION "h 4 0 FORMULA = 2010 FBRC SEC R8062 "r W° g S.F./300 (1/300) /2 (INTAKE VS EXHAUST) * 144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH REQUIREMENT. ROOF CRITERIA I7{, I 11I jl� 12" OVERHANG U.N.O 77 PLUMB CUT FASCIA ROOF PITCH PER ELEVATION SHINGLES r P# r f t N G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFYk,,,• __...Irg— _ 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 W AROUND ROOF OPENINGS. m 1 m�4 cc CA t R703.6 EXTERIOR PLASTER.d R703.6.1 EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL -- COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 926. ■-- R703.6.2 INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF_4ri.11 ASTM C 1063. n p� R703.6.3 WHERE CEMENT PLASTER (STUCCO) IS TO BE 4Jz APPLIED TO LATH OVER FRAME CONSTRUCTION, MEASURES SHALL a�� 4 h XT BE TAKEN TO PREVENT BONDING BETWEEN THE CEMENT W iP �V PLASTER AND THE WATER RESISTIVE BARRIER. A BOND BREAK n ; W ow y g SHALL BE PROVIDED BETWEEN THE WATER RESISTIVE BARRIER AND gz L$� •: •� THE CEMENT PLASTER (STUCOO) CONSISTING OF ONE OF THE W R w FOLLOWING. rz 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER�y z w MATERIAL COMPLYING WITH SECTION R703.2 OR d �M6 ❑ LL 2. ONE LAYER OF AN APPROVED WATER RESISTANT BARRIER woaflHasaammm COMPLYING WITH SECTION R703.2 OVER AN APPROVED PLASTIC HOUSE WRAP a d OR 3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. Z EXTERIOR CEMENT PLASTER FINISH THICKNESS: LL 5/8" MIN. ON CMU WALLS LL 7/8" MIN. ON LATH ON FRAME WALLS d z J FINISH SHALL BE NON STRUCTURAL W U) Lr) A W N z R612.2 Window sills. z Q In dwelling units, where the opening of an operable window is located more than a z (r� 72 inches (1829 mm) above the finished grade or surface below, the lowest part W O <of the clear opening of the window shall be a minimum of 24. inches (610 mm) (D above the finished floor of the room in which the window is located. Operable 0 O sections of windows shall not permit openings that allow passage of a 4 inch z � .O (102 mm) diameter sphere where such openings are located within 24 inches W O 1 (610 mm) of the finished floor. J CV -- - M 20'-0 3/4" D HEEL HGT @ MAIN HOUSE 18'-8 3/411 r 2ND FLOOR BRG. HGT , ' F � 183/ 4 11 TEXTURED CEMENT 11 17 �n r 'j:,, , ,, , � . ,.,. IL i I WINDOW HDR HGT. n , t: •.... y:.: 4 .',.� 1 Ytr„(< ., P� ', .:' ,a„w- y,. 'W” °M1 ,.4 C m - a PLASTER FINISH , Y 1i 7,W Z 10 -8 3/4 /11 ” „ c..r uJ ,,. " 4. ar. t "-rt.° , .._ w1 n : ...., e 1 J ..r ,:, r u r � \, 2ND FIN. FLR , r ., , °„ i ,R , . , , , , . , :. :" , , ^, . , .r ., , 12X12 BRACKET G Y rya .w• " f 91-411 .. .,� 3 — '`mryy' iy. 1 4,,, ^^T"-.P^-."�^,_��.. „.,�,x,,•." ,T„"'Y.-. iw .r,--,±1-�h'u'�T'T 4."^r'°. � "?"" Ifl r , 1ST FLR TOP OF MASONRY 05 -27 -15 -FIELD —„ , .. -=T r — — REV. , , 2 .. ... .. , , .,., me '. ,;;;, :, „ �, , ,, 3,,.. ,,:^. „ w ., ,,a -. r ;'• ^:.,1• 1 w ,L 1 WINDOW HDR. HGT. - . :ren { „.' r , < ♦ .,...,i :: , ',., ,.w .,.^ .tea .;;:, :.:: •. , u„n xr: G Pl, .. F'h ..: ,: .., ,. .:., ,A;. ,: $, ., +.r , , ,( .: :, .x , a,: •t :' u1 m rt �, ,. „ ..,+,VJ:. „ '. r qM"r>.. r. ,1. . .$ ,vl 1 y r ' .{: e,. .,. .a .. , ..: ,. ,1 ^'w. w ,, .+ , A. , w, '. .,,. M ,. ... » :,, 4. .. r- 'i. ,-, •x "� .f � d - o w. ♦ , e .«., x.. " . n x,., 1., ,, .. . , 'J -;. :,,,i. .,., S ,r ,, , sw. t I !' u, m 4.. 2 -0 ME t i tIe' ,,. L,,..n„ � ,. u, : ,E ✓fr x ,:,y „, , � ,. ...' ,.yr y, .a " , "W. ,x 4 v„ i ., ., x, ,., s• -.,G „, M1 r. .. 'A, ,. x� 8. ,, :•:. .m•::.u.. . ^1 w.., i n ; oE T N S EL VA O A, ry SOLDIER COURSE 3. •t +4. 1M1. df m° F 1' } tl.M' spr ..R O. �✓"1 r L 1 BRICKVENER . •: • M ., .. ' 1 ,u v m I:'� .Mar Si .,. y ,p.., x s '. , - ^ „.. "+ •" r.. ..,j 1�' a .r« r? t� COLUMN BASE /"s _ �/rig n 1 • Y , 01-011 roject no, 2014433 02 r w FIN. FLR. :.,.. ec chked: AB/EA 2'-8" BANDING ° m drawn: 1 1/211 THICKNESS AND 2 CAP W/ date: 04-15-15 SMOOTH TEXTURED CEMENTDISCLAIMER 1 AS SHOWN cv sca e. 2 0 0 3B 1 U al_ _ nA a n TT nn•T A nncv Tn TIRiTTA T n T T T nTTin nnT\ .. ... a :.. .. .....4;F: .. .7 ., .. .... .. L.. ' IlaAG ❑l.l Lll.:4la1 QL LLG�Lg L.1 V1 l.11l� uLL1La4111� la laa a�,v,.ra L.c ,. L,.LL ,.Lac r..v 1uv;„iun L�u,�luui, Lacru .y vai.u,L., �. vvuy ..... r..: ... ..i ......-..+ .+., ,-+•-...-+��• ■ ..ICm co I a �Q I ° SLOPE 6:12 SLOPE 6:1.2 SLOPE 4:12 9 € "I nu i I O i 0' 14'-1'1 V-0" MASTER W d U. d' L WNa�O V 0 GENERAL NOTES � M N 04 0 J o0 CO CO U) LL L0 W N z 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO TA" a 0 SERVE AS A TRUSS DESIGN. z g> a W 0 tJ 2. TOP PLATE HEIGHTS VARY. SEE BUILDING AOI � W SECTIONS, WALL SECTIONS AND ELEVATIONS FOR O W. BEARING HEIGHTS. 3 TRUSS SPACNG ISHALL BE 24 O C MAX UNLESS ®� i�f�� do OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C.'MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVACUNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMNTS OF ALL HARDWARE BEFORE INSTALLATION. 8. PROVIDE BRACING AND BLOCKING PER BCSI-03 IN ADDITION TO BRACING AND BLOCKING SHOWN ON PLANS. VENTILATION REQUIRED 1,885 S.F. / 300 = 6.2833 6.2833 / 2 = 3.1416 3.1416+ *144 = 452.399 SQ. I N . 453 SQAN OF VENT REQUIRED W W d U. d' L W z1 0 0 M o0 A L0 W N z z OC Z a 0 O a Ur W 0 tJ N W z O W. i C' I Q m W-17 F ■ z v a 0 a ■ W 0 A05 -27 -15 -FIELD REV. W W W fi x title: �G ROOF PLAN F y SAiV por,O z o�A project no. 2014433.02 lo I'm'- ° checked: AB/EA m drawn: ' date: 04-15-15 DISCLAIMER N scale: AS SHOWN 2 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 OR1() CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. 4B FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. Pw4 M O) CD uj !, _j (N -0 Q C) C O �aa4a M 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 REFER TO ELEVATIONS FLOOR i PLAN SHEETS FOR CEILING HGTS. i I MIRROR s O) d1 p POWDER ,-' 00 j BATH i CABS PER i SUPPLIERILJ 7)1 1 N] ' WC o M 1R 18 c n CABS PER SUPPLIER VENT OPTIONAL W D L -L. 11 .IJ a� REF SPACE CABS PER SUPPLIER GABS PER m RANGE SUPPLIER iv Pw4 M O) CD uj !, _j (N -0 Q C) C O �aa4a M 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 REFER TO ELEVATIONS FLOOR i PLAN SHEETS FOR CEILING HGTS. i I MIRROR s O) d1 p POWDER ,-' 00 j BATH i CABS PER i SUPPLIERILJ 7)1 1 N] ' WC o M 1R 18 c n CABS PER SUPPLIER OPTIONAL W D L -L. 11 .IJ CABS PER N SUPPLIER GABS PER m SUPPLIER iv 'v� o 00 DW SINK CABS PER o SUPPLIER Pw4 M O) CD uj !, _j (N -0 Q C) C O �aa4a M 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 REFER TO ELEVATIONS FLOOR i PLAN SHEETS FOR CEILING HGTS. i I MIRROR s O) d1 p POWDER ,-' 00 j BATH i CABS PER i SUPPLIERILJ 7)1 1 N] ' WC o M 1R 18 c n CABS PER SUPPLIER OPTIONAL W D L -L. 11 .IJ Pw4 M O) CD uj !, _j (N -0 Q C) C O �aa4a M 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 REFER TO ELEVATIONS FLOOR i PLAN SHEETS FOR CEILING HGTS. i I MIRROR s O) d1 p POWDER ,-' 00 j BATH i CABS PER i SUPPLIERILJ 7)1 1 N] ' WC o M MIRROR O co CABS PER SUPPLIER 4" SQ. NEWEL M POST W/ OPEN III RAILING OPT FLOOR TRUSS 42" OPEN RAILING r'„ a * A GUARDRAIL OPT. "' '�' W t NJ ! - r OPEN o NDER STAIR W Z F �i STORAGE z M N?,�` 17 RISERS 16 TREADS 4 ARCH AT PWDR RM 5 BATH 2 6 MASTER BATH RISERS 7.57�¢� o• �:�. r u n— r u n r " TREADS 10 0 o E v1 .w 0 1/4" = 1 -0 1 /4 - 1 -0 1 /4 = 1 -0 ti _ CONT. HANDRAIL a . r Q z °z 1«� I.. W Zow� ... os 25 IL 36" OPEN RAILING Z 2X4 LOW WALL HANDRAIL F o� e y w ;," LLJQ AT 34" HIGH FOYER ELEV El LINE OF COUNTER TOP / STAIR ,SECTION 1/4" = 1'-0" ELEV "A" SHOWN W000xasasMAM ABOVE 1'-s" o .o.._ p o p- o -a -a- - o- -- 0 a o 0 0 0 _.._.._... 1 /4 - 1-0 d € o � 2X4 LOW WALL - o I 4" SQ. NEWEL AT 20" HIGH ' POST I O I o0 n 2X LEDGER � i cv 0 42, OPEN RAILING W r AT 20" HIGH�O a GUARDRAIL F Jp / " 0 y N O 0 - •n 9 I TILE SHELF X26" HIGH FRBC 2010: ; I i ✓ -- -- - - - - - - - -- I'' O O O O O O O O O O O R311.7.4.1 Riser height.LL c The maximum riser height shall be 73/4 inches (196 mm). The riser shall be measured W vertically between leading edges of the adjacent treads. The greatest riser height within any d Z 3 1/2" 5f-011 VARIES flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm).of c O M STAIR OPEN RAILING OPT. a � L0 PLAN VIEW - RECTANG. TUB 1/2" 1'-0" R311.7.4.2 Tread depth. W N Z The minimum tread depth shall be 10 Inches (254 mm). The tread depth shall be measured Q l AA horizontally between the vertical planes of the foremost projection of adjacent treads and ata Z Wri ht angle to the tread's leadingedge. The greatest tread depth within an flight of stairs shall O < IN fffl _ 2x LEDGER not exceed the smallest by more than 3/8 inch (9.5 mm). Consistently shaped winders at the (� AT 20" HIGH_ walkline shall be allowed within the same flight of stairs as rectangular treads and do not have O to be within 318 inchmm 9.5 rectangular tread depth. -- - - - - ----- - -------- 2X4 LOW WALL _- - ( of the rectan g p _ O 34" HIGH Z- - _- - -- - - - - - -- - - - - ------ ,. i ------ AT � N W _ R311.7.7 Handrails. I W a m _ Handrails shall be provided on at least one side of each continuous run oftreads or flight with OPT. W N 0 ... ,.....,.- W four or more risers. ARCHLO MM �. Z R311.7.7.1 .... Height e I LINE OF COUNTER TOP .,, ? Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish M. BB ABOVE _ 0 «_-- - - =� -�- - - -- - -------- surface of ramp slope, shall be not less than 34 inches (864 mm) and not more than 38 inches (965 E00e' I LINE OF TUB.___ j NOT SHOWN ARCHITECTURAL w, SHINGLE ROOF _ a 2X4 LOW WALL AT PER SUBDIVISION 8311.7.7.2 Continuity. C° _ I` 20" HIGH I Handrails for stairways shall be continuous for the full length of the flight, from a point directly .. �_...._... m ELEVATION°B° above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail W i PLAN VIEW SHOWN 1E1y fi,, x., ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to 0 LINE OF COUNTER TOP a wall shall have a space of not less than 11/2 inch (38 mm) between the wall and the handrails. 00 r ;; 4 " : F ABOVE12BEDROOM Winder treads shall have a minimum tread depth of 10 inches (254 mm) measured between _ a 12 the vertical lanes of the foremost projection of adjacent treads at the intersections with the oc I 2X4 LOW WALL _..- - --- 4w. 4 G.RICKET. , A/C FLEX DUCT TYPICAL p p SEE HVAC PLANS walkline. Winder treads shall have a minimum tread depth of 6 inches 152 mm at an point $ 2 05 -27 -15 -FIELD AT 34" HIGH -------------- p ( ) y - -- U REV. within the clear width of the stair. Within an flight of stairs, the largest winder tread depth at FOYER ELEV E 10'-8 3/4" y g g p 9 I' 2X LEDGER ---- ------------ _ ---_-----------------�.---------.--.-�_-_-- ------.___._.__ the walkline shall not exceed the smallest winder tread by more than 3/8 inch (9.5 mm). 1/4" = 1'-0" E AT 20" HIGH 2NDFIN. FLR r I LINE OF TUB N ---- IST FLR TOP OF CMU TRUSSES NOTSHOWN - ----- - --- - _ ___ __ --- -- - -- -- ----- R311.7.4.3 Profile. *V1 F� The radius of curvature at the leading edge of the tread shall be no greater than 9/16 inch z title: 14.3 mm A nosin not less than 3/4 inch 19 mm but not more than 11/4 inches 32 mm INDOW HDR ( g ( ) ( ) shall be provided on stairways with solid risers. The greatest nosing projection shall not INT. ELEVS/ STAIR SEC I exceed the smallest nosing projection by more than 3/8 inch (9.5 mm) between two stories, c a 16" RND COLUMN W/ Z AA DETAIL SMOOTH TEXTURE q including the nosing at the level of floors and landings. Beveling of nosings shall not exceeds .. 0 oRo r o e c't no. 2014433.02 0o 1/2 inch 12.7 mm Risers shall be vertical or sloped from the underside of the leading edge P LINE OF TUB ( p g g `cep �� ° checked: NOTSHOWN of the tread at an angle not more than 30 degrees (0.51 rad) from the vertical. Open risers are �r rn 4 cece:AB/EA permitted, provided that the opening between treads does not permit the passage of a 4 -inch drawn: DENU GARAGE (102 mm) diameter sphere. date: 04-15-15 - °,fir, ----- -- --- ---- The triangular openings formed by the riser, tread and bottom rail of a guard at the open side DISCLAIMER N scale: AS SHOWN � FIN. FLR. / Z \ 20 HIGH 2x4 Low WALL of a stairway are permitted to be a such a size that a sphere of 6 Inches cannot pass through PORCH °0 Openings for required guards on the sides of stair treads shall not allow a sphere 4 3/8 inches to pass through WALL SECTION AT ENTRY ELEVATION"B" SHOWN TUB DETAILS .1.-0Continuous graspable handrail must meet type one or type two criteria 1/211= 11-0" BB DETAIL Q ENTRY SECTION 1/2" = 1'-0" NJ z a 0 f I The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. I I t \ A /\ T 1-- I. l GENE RAL NOTES o 0 wl�5 f E W Ncoo� o N U 1. FAN, PHONE, & CATV LOCATIONS PER CONTRACT N o �_j R314.2 / R15.1 " 4'$, r E � o v 2. ALL SMOKE/CARBON MONOXIDE DETECTORS TO BE INSTALLED PER o d. c 2010 FBRC REFERENCED NFPA 72. SMOKE DETECTORS SHALL BE c a — — - HARDWIRED INTO AN AC ELECTRICAL POWER SOURCE AND SHALL BE g co COVERED LANAI EQUIPPED WITH A MONITORED BATTERY BACKUP. O A d ' 3. ARCH FAULT BREAKERS: ALL BRANCH CIRCUITS SERVING BEDROOMS, " 9-4 CLG. FAMILY ROOMS HALLWAYS AND DINING ROOMS HALL BE PR O S S PROTECTED BY ARCH FAULT BREAKERS, PER NEC 210.128 6111191 OPT fi PREWIRE FAN/LIGHT OPT 4. TAMPER-RESISTANT "TR" RECEPTACLES: ALL 125 -VOLT, 15 & 20 FLOOD AMPERE ELECTICAL OUTLETS (RECEPTACLES) IN LIVING ROOM \� AREAS, BATHROOMS, KITCHEN, GARAGE, LAUNDRY ROOM, AND ' WPGFIC �� LIGHTS I EXTERIOR LOCATIONS MUST BE "TAMPER-RESISTANT" PER NEC 406.11 i.. ��-� �� _ � 5. ALL ELECTRICAL WORK AND APPLIANCES SHALL CONFORM TO � . ' � � � I �3., � � f IPOWEI� OFI 2010 FERC REFERENCED NFP 72 rp Q2201FOR DI6. EXCEPTIONS FROM GFI REQUIREMENTS SHALL BE PERMITTEDGFI10 -7 I � - ---- ` --- PROVIDED LOCATION WHERE EXCEPTION IS DESIREDIS ALLOWEDDINING FAM( .._.10'-0"3._0.. PER 2010 FRBC REFERENCED NFPA 72 LYMASTER BATHMASTER BEDROO220 GFI j ' 9-4" CLG. 9'-4" CLG.8 0 CLG. 7. UNLESS OTHERWISE INDICATED OR GOVERNED BY CODE INSTALL -- '-3 X 12'-0" _I 8 -0 CLG. '_ "17 -11 X 15-0 IN AT71C SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS 3LL CHAIN i o CLG. FA� o m ABOVE FINISH FLOOR. a "`_�, «, ,, a �.! PREWIRE `I I ELECTRICAL DEVICES ABOVE FIN. FLR. p� €94 KITCHEN -,GFI w w ' GFI', _ I �. I a + P �9'-6" X 12'-0" SWITCHES AND WALL OUTLETS OVER COUNTERS 48" TO C.L. F '� 9 -4 CLG. {I / CLG. FAN " \ _aI - BEDROOM 4 µ&�r. j _PREWIRE REMAINING SWITCHES 48" TO C.L. 8'-0" CLG. v,,�_ —�� j WALL OUTLETS 12" TO G.L. GFI . P"� TELEPHONE OUTLETS 12" TO C.L. as TELEVISION OUTLETS 12" TO C.L.- - - \ \ \ FAN ( 12" TO C.L. a EXTERIOR GFI S PREWIRE GARAGE GFI'S ABOVE GARAGE FLOOR) 48" TO C.L. N \ DEDICATED \ -1- -- - _:.� w LINEN - --- — - THERMOSTAT W = _ '� a � I 1 � 54" TO C.L. g Y 'P, GFI I y BATH 2 I � ES 00 HANDLE � � � M� Z �a DOOR BELL BUTTON ' 84"TOLL Z -- _ - i� LEVEL p- w>� �' \ ® KITCHEN HOOD FAN "WHIP"66" © °� M LE RHA o a FI - 8-0 CLG. C.L. Zoo S TOCL \ KITCHEN WALL HUNG MICROWAVE RECEPTACLE o PANTRY �" ! a y ¢ g 76" TO C.L.GLd. Lo WPGFIC " �O ;'r { KITCHEN DISHWASHER RECEPTACLE UNDER SINK C `� W N V" 9'-4" CLG. -- - _ O STORA E ° Z ��O _9 �> g0 �w � �� KITCHEN RANGE 2 TO W GFI 12 NOW KITCHEN REFRIGERATOR z w z ^� ... d I �"I LAUNDRY 220 - - WASHER/DRYER OUTLET 48" TO C.L. o Z `� w 00 GFH u \ - _ 36" TO C.L. w = o Z 42n 9 ^4 CLG. ( -> - C.L. =CENTER LINE _ o a ^ W Q Z G - = PB I WW O HOLLYWOOD LIGHTS 84" TO C.L. tll m z ^O TO LIGHT ABOVE a w a i-� a TO �Z� \_ _ SWITCH v / - - BELOW WFW aP4 Q oa OHMS; ELECTRICAL KEY moo cD o L— IL O~i a WOO''JN3b'Qa"MMM TO SWITCH BELOW DUPLEX CONVENIENCE OUTLET / \ WEATHERPROOF DUPLEX OUTLET W LINEN oe \ g GROUND FAULT INTERRUPTER DUPLEX OUTLET 4 FOYER \ HALF -SWITCHED DUPLEX OUTLET WPGFIC TO PENDANT ABOVE W FOR TUG 2 STORYGFV \ DUPLEX OUTLET IN FLOOR W GARAGE DOOR 11-0' x 8'41 I. �� 2 STORY HANGING OPENER , PANEL FIXTURE 220 VOLT OUTLET W PROVIDE BLOCKING I ~ DISPOSAL 4t 05= FOR LIGHTING x METER PWDR RM %� C\� FIXTURE WALL SWITCH z i 2 CAR GARAGE 91-411_CLG. - 3 !it�.� �' :. - _ _ _ . PREWFIRRE PREWIRE THREE-WAY SWITCH C 9'-4" CLG. FAN 1 0 20'-5" X 20'-0" FOUR-WAY S a "v 0 �� WITCH WP �� BEDROOM 3 + , . ''GFIC � BEDROOM 2 .�: DIMMER SWITCH LL / MOTION DETECTOR SWITCH (OPTIONAL) 4 Z J _.� 8'-0" CLG. 8'-0' CLG. �\ I CLG. FAN O PREWIRE PRE -WIRED SPEAKER W O _� 1 ILoH RECESSED LIGHT FIXTUREIq � µ x ENTRY I ,4„ RECESSED LIGHT FIXTURE -VAPOR PROOF. -, 9'-4" CLG. 12'-6' X 12'-10" r. 7 oe Z 5'-0" X 13'-0 2 7v-4" 2141 *-0 MONO POINT TRACK HEAD (OPTIONAL) p PENDANT FIXTURE C t n it �� 0 SURFACE MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE Z O I: N W O 1•� ; FLUORESCENT LIGHT FIXTURE F s t i p t o � N o co 200A INDOOR PANEL c i l= WALL MOUNTED STRIP LIGHT CENTER ul � M �► W i i I l I UNDERCABINET LIGHTING (OPTIONAL) _ Ii F WALL SCONCE z �Z; NEMA 1 O EXHAUST FAN ac ! 200 AMP #12 Copper t0 20 amp Ckt5 EXHAUST FAN & LIGHT COMBO w_ �#10-2 copper to WH OUTLET FOR GARAGE DOOR OPENER F #10-3 Copper t0 Dryer SOFFIT OUTLET (OPTIONAL) n , i I �•� CHIMES W x PUSHBUTTON SWITCH 0 at ® SMOKE DETECTOR/CARBON MONOXIDE DETECTORS = METER /o or 4/oSER AIi 2nd FLOOR ELECTRICAL PLAN MAIN #15 copper to lights & outlets 1/4" - 1,-0„ � TELEPHONE OUTLET PREWIRE � � REV? -1S -FIELD 1st FLOOR ELECTRICAL PLAN 0 1� _ �� TELEVISION OUTLET PREWIRE W �/4 - -0 200 amp NFPA 70-NEC2008 T THERMOSTAT CITY OF W COMMENTS FORD15 150 amp ADD GFCI PROTECTION TO RECEPTACLES IN LAUNDRY ROOMS AND UTILITY ; " Q ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING ELECTRIC METER Disconnect MACHINE. 0 ELECTRIC PANEL Z: RECEPTACLE OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND o 1st -2nd FLOOR DISCONNECT SWTCH OWER CO. FEED A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". � ELECTRICAL PLAN THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF �� SECURITYSYSTEM KEYPAD Z THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER 0 I THAN 12 FOR STRAIGHT COUNTER TOPS AND 18 FOR SINKS AND RANGES to C n 2014433.02 INSTALLED IN CORNER COUNTERS. o� PRE WIRE FOR CEILING FAN ��Iw�N� 4 Bare Cu Ground �03 I AB/EA SANFORD m d c"Iwl-t: 4 Bare attached to footer steel DISCLAIMER ci a t 04-15-15 IRTV, Footer STEEL O FAnI21GHrcOMBo n°I ;cc71 e: AS SHOWN 2 IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF Groundrod tied t0 footer steel CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. SECURITY/FLOOD LIGHTS _ OR IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR O p /� CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & ELECTRICAL RISER FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. GAS METER >_ NO EXCEPTIONS. a JB JUNGTIOON BOX 0 El The staruchirx a1 aiejigrrn of L.l is building is in ac cord aanwHli tLac 2010 ]FLORIDA RHS'JDFNT][AT, BUILDING CODE nanadl is ccrtifiedl ao, such, SAA I__EA TERMITE SPECIFICATIONS GENERAL STRUCTURAL NOTES STRUCTURAL DESIGN CRITERIAUJ ~��o WNo0O6 � ce) to rmurr-001V114i I.LMMM IIVI-VRIVIA I IVrv. G V CR 1 /1I 1 crvlr I Lvw uCcly IV1wc I v ie. Mill I AK %SHALL tat I Yh t "5", UUNI-UKMIll I U Ao I M UL /U -U/. Il f I rwvvL.v vI Ir VL.L LJL w I SL..Lvn LL v L. I I I IL I I wv. r PREVENT ERROR. THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE MANUFACTURER UNLESS NOTED ON THE PLANS. REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF II O I. FOR R NOT SHOWN BUT SHALL BE DESIGNED BY (NEER ARE NOT RESPONSIBLE O TRUSSES ONLY. WEB MEMBERS ARE N COMMENCEMENT OF ANY WORK. THE ENG O S .SLUMP 8 TO 11 . CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING PLAN ERRORS, OMISSIONS, OR MISINTERPRETATIONS UNDETECTED AND NOT CONSTRUCTION ` THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS: 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 LIGHT WEIGHT METAL PLATE CONNECTED WOOD BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY CELLS FILLED WITH COARSE GROUT AND 40 GRADE STEEL. TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE 5 VFRTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER CODE CRITERIA CAST IN PLACE REINFORCED CONCRETE STRUCTURAL STEEL • FLORIDA FIRE PREVENTION CODE (2010 EDITION) SECTIONR318 PROTECTION AGAINST TERMITES 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 1. MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 50, Fy=50 • BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE- (ACI 318-08). • SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS - (ACI 301-08). 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 • NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION- 2012 EDITION. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OR S, Fy = 35 KSI ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. • AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 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 • ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF "THE STANDARD CODE 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 GENERAL ROOF LOADING USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, BEAMS. SPECIFICATION. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER METAL REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE 3. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER SPECIFICATION STRUCTURAL BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD WILL BE MADE IN ACCORDANCE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE BARS WITH A Z-0" LAP PROVIDED. SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL ROOF (PSF) 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. BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX 20 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 ELECTRODES STEEL REINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ENGINEER 20 COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, LAPPED AT LEAST &' AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". OF RECORD BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 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 CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE BOTTOM CHORD LL* FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." CUBIC YARD %6" UNO. 0 0 6. ALL REINFORCING STEEL /STIRRUPS AND TIES SHALL BE NEW DOMESTIC 3. SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS INCLUDING 10 10 DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ PROFILES, SIZES, SPACING, AND LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION 10 MOTES: A185M-04A GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 40 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 BOTTOM CHORD LL (OPT) "LIQUID BORATE OR BORA-COR" PRODUCT METHODS MUST DETERMINED AT SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION.. AND APPROVAL PRIOR TO FABRICATION. F FI PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON LE 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 20 BUILDING DEPARTMENT. TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL ` INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS (IF NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND ATTICS W/HEAVY STORAGE BE AS PER DETAIL MS05/ L1. PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES 7. SIMPSON HIGH STRENGTH EPDXY-TIE ANCHORING ADHESIVE WAS USED IN THE * ATTICS W/ NO STORAGE UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, AND SUCTION (PSF) PREVENT INSECT INFESTATION. THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. PRE ENGINEERED VOOD TRUSSES. (+ VALUE DENOTES PRESSURE _) VALUE DENOTES SUCTION 3) OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPENDIX "F" OF THE 2010 FLORIDA RESIDENTIAL BUILDING CODE IS TO BE 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR p ABBREVIATIONS tot q IMPLEMENTED. F303.4 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER O CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE STRUCTURAL PLAN (-) 22.1 (-) 26.4 O 2500 P.S.1. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE FLOOR / ROOF FRAMING PLAN NOTICE TO BUILDER AND ALL LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND HANGERS. LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST MASONRY Y 00 p SUBCONTRACTORS PRODUCTS ASSOCIATION. so 19.7 - 22.1 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM BELOW ALL WALL OPENINGS 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO IT IS THE INTENT OF THE ENGINEER LISTED IN THE TITLEBLOCK OF THESE CONFORMING TO ASTM C90.0601, WITH A MINIMUM NET COMPRESSIVE STRENGTH ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE A.B. Anchor Bolt DOCUMENTS THAT THESE DOCUMENTS BE ACCURATE, PROVIDING LICENSED OF 1900 PSI (f m = 1500 PSI 1 LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. (+) 18.5 rmurr-001V114i I.LMMM IIVI-VRIVIA I IVrv. G V CR 1 /1I 1 crvlr I Lvw uCcly IV1wc I v ie. Mill I AK %SHALL tat I Yh t "5", UUNI-UKMIll I U Ao I M UL /U -U/. Il f I rwvvL.v vI Ir VL.L LJL w I SL..Lvn LL v L. I I I IL I I wv. r PREVENT ERROR. THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE MANUFACTURER UNLESS NOTED ON THE PLANS. REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF II O I. FOR R NOT SHOWN BUT SHALL BE DESIGNED BY (NEER ARE NOT RESPONSIBLE O TRUSSES ONLY. WEB MEMBERS ARE N COMMENCEMENT OF ANY WORK. THE ENG O S .SLUMP 8 TO 11 . CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING PLAN ERRORS, OMISSIONS, OR MISINTERPRETATIONS UNDETECTED AND NOT CONSTRUCTION ` THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS: 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 LIGHT WEIGHT METAL PLATE CONNECTED WOOD BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY CELLS FILLED WITH COARSE GROUT AND 40 GRADE STEEL. TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE 5 VFRTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER CODE CRITERIA • 2010 FLORIDA RESIDENTIAL BUILDING CODE • FLORIDA FIRE PREVENTION CODE (2010 EDITION) • FLORIDA ACCESSIBILITY CODE (2010) • NFPA 70-05. NATIONAL ELECTRICAL CODES. (NEC 2008) • BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE- (ACI 318-08). • SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS - (ACI 301-08). • BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-08). • NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION- 2012 EDITION. • WOOD FRAMED CONSTRUCTION MANUAL 2012 EDITION. • APA PLYWOOD DESIGN SPECIFICATION. • AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 • ALUMINUM DESIGN MANUAL -2010 EDITION • AISC "SPECIFICATIONS FOR THE DESIGN OF STRUCTURES, LATEST EDITION. • ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF "THE STANDARD CODE FOR WELDING IN BUILDING IN BUILDING CONSTRUCTION" OF THE AMERICAN WELDING SOCIETY. GENERAL ROOF LOADING PAYMENTS SHINGLE METAL TILE HEAVY WILL BE MADE IN ACCORDANCE ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DL 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) BUILDING CATEGORY LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT AND APPROVAL PRIOR TO FABRICATION. V ATTICS W/ LIMITED STORAGE 20 INTERNAL, PRESSURE COEFFICIENT 1+/-0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND ATTICS W/HEAVY STORAGE 50 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, FOR MEAN ROOF HEIGHT :S 30 ft EFFECTIVE * ATTICS W/ NO STORAGE 10 WIND AREA AND SUCTION (PSF) AND SUCTION (NON -CONCURRENT) (+ VALUE DENOTES PRESSURE _) VALUE DENOTES SUCTION DIAGRAM 8. TEMPORARY BRACINGANDSHORING OF WALL TO PROVIDE STABILITY DURING BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL 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) tl0 BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) 125 {PSF SPECIAL FLOOR LOADING UIKCI.I CU I U UUM UUALI I T NOCIUI'VAVOi IVIMIVM\ACR AI JG I IIVIIVICLJ I GL1. IVV ANU Al A MAXIMUM ZWAUINta Ur IU;d UTA UK 1UI- I Wrl l.F1 Ill Is ll IIV MI.VVIIV/11V\✓C VV 11 1-7 Ol EV II- ICU LV/1LaJ r%114LJ %.Aw V11i V111117 V_Wl - VVumI I Irlw tl0 BALCONIES OVER 100 SQ:FT 'BACK CHARGES WILL BE CONSIDERED d FOR REIMBURSEMENT 125 {PSF REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN SHALL INCLUDE TRUSS FRAMINGPLANS AND DETAILS SHOWING MEMBER SIZES, 19 o ILW WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE ENGINEER.. PAYMENTS 1/2" CLEARANCE TO INSIDE FACE. BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT Woda � DEFLECTION CRITERIA WILL BE MADE IN ACCORDANCE TO THE TERMS OF THE AGREEMENT. COMMENTS: ROOF RAFTERS 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05/1_1, UNLESS OTHERWISE BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE ROOF RAFTERS (W/O CLG) LL/360 TL/240 7 Z FLOOR TRUSSES/ BEAMS LL/360 NOTED ON THE DRAWINGS. PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BYA FLOOR I -JOIST*** LL/480 TL/240 e Z *TL MAX 1" UP TO 40FT SPAN **TL MAX 3/4" *** TL MAX 1/2" 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108.5 MPH EXPOSURE CATEGORY B BUILDING CATEGORY LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT AND APPROVAL PRIOR TO FABRICATION. V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL, PRESSURE COEFFICIENT 1+/-0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT INTO CELLS BELOW. THE USE OF FELT PAPER AS ASTOP IS PROHIBITED. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, FOR MEAN ROOF HEIGHT :S 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+ VALUE DENOTES PRESSURE _) VALUE DENOTES SUCTION DIAGRAM 8. TEMPORARY BRACINGANDSHORING OF WALL TO PROVIDE STABILITY DURING BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL 05 -27 -15 -FIELD 2REV. 10212 p ABBREVIATIONS tot q 23.0 O 28.3 O CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS (-) 22.1 (-) 26.4 O S4 FLOOR / ROOF FRAMING PLAN 50 (+) 19.0 (+} 19.0 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND HANGERS. (-) 20.8 (-) 23.9 Y 00 100 Q (+) 17.9 (S)(+)17.9 so 19.7 - 22.1 DIAGRAM BELOW ALL WALL OPENINGS 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO 11 UPLIFT CO A V 1 A V 1 ECTORS 9'-0" x 7'-0" A.B. Anchor Bolt Flr. Sys. Floor System Rad. Radius (+) 18.5 (+) 17.7 (+) 19.0 (+) 19.0 (-) 20.9 - 19.7 CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-08,5.11.1 (-) 23.9 DETAILS Abv. Above F.PI. Fireplace P Ref. Refrigerator 11. DURING CONCRETE POURS, THE CONTRACTOR TO ADEQUATELY VIBRATE THE 1 UPLIFT CONNECTORS SUCH HURRICANE CLIPS, TRUSS ANCHORS AND GREATER AND IS CONSIDER TO BE IN THE WIND -BOURNE DEBRIS AREA. A/C Air -Conditioner F.O.M. Face Of Masonry Req'd, Required FILLED CELL WITH EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER • ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED Q Adj. Adjustable Ft. Foot /Feet Rm. Room CONCRETE CONSOLIDATION TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT A.F.F. Above Finished Floor Ftg. Footing Rnd. Round WOOD CONSTRUCTION ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD A.H.U. Air Handler Unit FX Fixed RASH Rod and Shelf NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE THE TRUSS ALT. Alternate Galva Galvanized SD. Smoke Detector 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. ENGINEER FOR THE LOCATION OF THESE WALLS.AND STRUCTURAL PLANS FOR B.C. Base Cabinet G.C. General Contractor S.F. Square Ft. STRUCTURAL WOOD FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE END BRACING MORE INFO. B.F. Bifold Door G.F.I. Ground Fault Interrupter Sh. Shelves ) SHALL BE EITHER #1 SOUTHERN PINE, OR S.P.F. NUMBER 2 GRADE OR BETTER SHALL BE REGARDLESS OF SPECIES. FIELD REPAIR NOTE S Bk Sh Book Shelf G.T. Girder Truss SHT Sheet USED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY Brill B/Beam Beam Bottom of Beam Hdr. Hgt. Header Height - S.L. S.P.F. Side Lights Spruce Pine Fir (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE BE 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE B.P. Bypass door HB Hose Bibb Sq. Square DESIGNED AND DETAILED BY OTHERS BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OREMBEDSIMPSON Brg. 9 Bearing 9 Int. Interior S.Y.P. Southern Yellow Pine 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR EMBEDMENT Cant. Cantilever K/Wall Kneel Temp. Tempered CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. DEPTH AT FLOOR STEPS. Cir. Circle K.S. Knee Space Thik'n. Thicken ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH 2. FOR MISSED VERT. DOWELS, DRILLA 3/4" DIAMETER HOLE 6" DEEP AT THE CI g. Ceiling 9 Laun. Laundry T.O.B. Top of Block SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE 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 CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH Col. Column L.F. Linear Ft. T.O.P. Top of Plate ENT AND TO SELECT APPROPRIATE CONNECTORS THAT TYPE OF WOOD TREATMENT STRENGTH EPDXY-TIE ANCHORING ADHESIVE) MIXED PER THE Comp. A/C Compressor L.T. Laundry Tub Trans. Transom Window RESIST CORROSION. FOR EXAMPLE, ACO -C, ACQ-D, CBA A OR CA -B REQUIRE MANUFACTURER'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING Cont. Continuous Mas. Masonry T yP• Typical Ypcal HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE C.T. Ceramic Tile Max Maximum UCL Under Cabinet Lighting BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE D Dryer M.C. Medicine Cabinet U_N.O. Unless Noted Otherwise PRESSURE TREATED. NORMAL WAY DURING BOND BEAM POUR. Decorative Mfgr. Manufacturer VIB Vanity Base 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE #5 VERT. INC FILLED Dec.CELL Micro. Microwave Vert. Vertical MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT A EACH SIDE OF THE JOINT.( BAR DOES NOT HAVE TO BE CONT.. TO FOOTING Ded. Dbl. Dedicated Outlet Double Min Minimum V.L. Versalam WOODEN TOP PLATES. )' 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED Dia. Diameter M.L. Microlam VTR Vent through Roof 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) %"x 2%" TITENS TO MASONRY Disp. Disposal Mir. Mirror W Washer COLUMNS: 2.OE Fb = 2950 AND 7 -10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS USE 2 MTSM16 O ( ( ) Mono Monolithic W/ With BEAMS: 2.0E Fb= 2950 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS MISSED CONTRACTOR TO Dist Distance N.T.S. Not to Scale W/C Water Closet 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR INSTALL N W/ (4) 1/4" x 1 1/2" SDS SCREWS AND (5)1/4" x 21/4" D.S. D.V. Drawer Stack Dryer Vent ry O.C. On center W.A. Wedge 9 Anchor SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: EACH I E OF TR TITENS ONE EACH SIDE OF TRUSS. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW D.W. Dishwasher Opn'g. Opening O p g Wd Wood ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A -C GROUP 1 APA RATED (48/24) WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE MISSED, Ea. Each Opt. Optional WP Water Proof WALL SHEATHING: PLYWOOD C-C/C-D EXTERIOR OR OSB CONTACT THE EOR FOR SUBSTITUTION. Pc. Piece 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB E.W. Each Way STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 W/ (26)16d x Elec. Electrical Ped. Pedestal 21/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ Elev. Elevation P.L. Parallam MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT EOR IF STRAPS ARE E.O.R Engineering or Record PLF Pounds per linear foot MISSED UNDER GIRDER JAMB STUD LOCATIONS. 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 Fir. Floor Fdn. Foundation SPECIAL FLOOR LOADING GAME ROOM 60 COMMENTS: BALCONIES/ DECKS F 40HF1 tl0 BALCONIES OVER 100 SQ:FT 100F d LIGHT STORAGE 125 {PSF SHEET INDEX 4 LIBRARIES 19 o ILW READING ROOMS 60 (PSF) e O STACK ROOMS 150 (PSF) Woda � DEFLECTION CRITERIA ROOF TRUSSES* LU360 TL/240 COMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 7 Z FLOOR TRUSSES/ BEAMS LL/360 TL/240 FLOOR I -JOIST*** LL/480 TL/240 e Z *TL MAX 1" UP TO 40FT SPAN **TL MAX 3/4" *** TL MAX 1/2" O J CN � 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 1+/-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 :S 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+ VALUE DENOTES PRESSURE _) VALUE DENOTES SUCTION DIAGRAM AREA ® O 05 -27 -15 -FIELD 2REV. 10212 21.2 B (+) 21.2 A �O tot q 23.0 O 28.3 O 20 C (+) 20.3 (+) 20.3 (-) 22.1 (-) 26.4 O S4 FLOOR / ROOF FRAMING PLAN 50 (+) 19.0 (+} 19.0 ® 0 (-) 20.8 (-) 23.9 Y 00 100 Q (+) 17.9 (S)(+)17.9 so 19.7 - 22.1 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16-0" x 7'-0" 4 5 (+) 18.5 (+) 17.7 (+) 19.0 (+) 19.0 (-) 20.9 - 19.7 - 20.8 (-) 23.9 DETAILS 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. Z Z ~K Nps � Z � D rn o d F \\\ LU _ Q� 2 C7 0�0 z td'}%b 111p 8 Z Zd a Oozy t'J o w o - Z5 o a r w LL W e* Z o � •j tt IL' O Z ¢ A' 614 W �,& LU�9u d 7 _ title: tl0 Vic c z m O ZZ d LF.O NAA SHEET INDEX 4 0,_ ,,• ate{-. P��! ,.'^ ,r�.,(1 19 o ILW y j WI -+L.,. 6;• a"«alb-� '� W � g / e O LAJ }'11119t111�'+ Sw o Woda � wo�•�riasaa•nannnn project no. 2014433.02 0 T- MM STRUCTURAL NOTES 9 6 Z title: W d SHEET INDEX 4 19 o ILW e O L L W Z J project no. 2014433.02 m O T- MM STRUCTURAL NOTES IW- r^ W U) Li ry N Z 7 Z checked: AB/EA o W O I- °- ��nnC : V O e Z O FOUNDATION PLAN W O J CN � drawn: o o M � 1 W <W 1Tid Z e z FLOOR PLAN D1 a W � Oli p 0 oil . ,. e SECOND FLOOR PLAN D2 05 -27 -15 -FIELD 2REV. tot q W e W or S4 FLOOR / ROOF FRAMING PLAN D3 DETAILS 111V 51>L"LLUILUL'dl LLV51g11 V1 L1115 UlA11 Ing 15 111 aVI;VL: LY a11VV VV L11G -1111 lel 11::1 Lli at:,u u.� x. Z title: d SHEET INDEX 4 project no. 2014433.02 S0 STRUCTURAL NOTES L1 W LINTEL PLAN W checked: AB/EA a S1 FOUNDATION PLAN L2 LINTEL PLAN m drawn: date: 04-15-15 scale: S2 FLOOR PLAN D1 _DETAILS o N S3 SECOND FLOOR PLAN D2 DETAILS S4 FLOOR / ROOF FRAMING PLAN D3 DETAILS so D4 DETAILS 0 0 D5 DETAILS 111V 51>L"LLUILUL'dl LLV51g11 V1 L1115 UlA11 Ing 15 111 aVI;VL: LY a11VV VV L11G -1111 lel 11::1 Lli at:,u u.� x. 1 MANE ALTERNATE APPROVED METHOD. " u a,� 7 NO WOOD STAKES PERMITTED IN FOUNDATION. W a 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE FM18 ON SHEET D-1 FOR ADDITIONAL INFORMATION. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. d 9 SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS __' __._. AND LAP SPLICE. 10 ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE F _ SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH W s�+ .,1tll 91tf� PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION �,��ti°" W � �° 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER Z COMPACTION: 2000 PSF (SEE SOILS REPORT OP AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE Z PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO � m o- GENERAL FOUNDATION NOTES: z W tim000 U M 00 N CAJ0000N"a °O :3 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, BE LAPPED MIN. 6" AND SEALED.Th -'^"' ^'�� z o '� • o = COMPACTED IN 12 LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). 2 4" 2500 PSI CONC. SLAB W/ 6X610/10 W W M, OR FIBERMESH W ¢r` do m THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S Er w 4 �,'k ,Results to be verified BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR a `" H o at Slab inspection PSF. FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR ig � o $nom LJ PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO TERMITES. o U. q DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. 3 m INDICATES FILLED CELL W/3000 PSI CONC. FROM FOUNDATION. TO " SEE STEMWALL CHART ON D-1 FOR REQUIRED REINFORCEMENT BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELSq, E � AND FOOTING SIZES PENDING DEPTH OF STEMWALL. 5" EMBEDMENT W/ 25" EXTENSION ABOVE SLAB. FILLED CELLS TO BE 8"x16" OR 16"x16" COLUMN INTEGRATED INTO MAIN HOUSE w/ (2) #5 3❑ PLACE @ EACH CORNER, END OF INDICATED BRG. WALLS, EACH SIDE r VERTICALS. EXTEND FOUNDATION OUT 8" PAST COLUMN OF ALL OPENINGS, UNDER GIRDER TRUSSES (FLOOR AND ROOF) AND ❑4 8"x16" COLUMN w/ (2) #5 VERTICALSc 6'-8" O.C. MAX. 7-0" FROM CORNER U.N.O. ON FOUNDATION PLAN. 5 12�� x12�� OR 16�� x16�� MASONRY COLUMN W/(2)#5 VERTICALS, SEE ARCH 0 0 2 REV. 4 CONSULT W/MANUFACTURER SPECIFICATIONS PRIOR TO POURING PLAN FOR MORE INFO. W OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. CONTRACTOR TO EXTEND MONO FOUNDATION OUT 8" FOR HALF W 5 EXTERIOR SLABS SHALL SLOPE MIN. 1/12" PER FOOT AWAY FROM COLUMN TO SIT ON. HOUSE U.N.O. ON PLAN. ❑7 16"x26" CMU COLUMN W/ (1) #5 UNDER EA. LINTEL BRG. LOCATION. C. roti ji 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT Tri' .d� �PI� ` ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. EXTEND FOUNDATION OUT AS REQ'D FOR LOW WALL o CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE,.ad z project n o . 2014433.02 ALTERNATE APPROVED METHOD. " u a,� 7 NO WOOD STAKES PERMITTED IN FOUNDATION. W a 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE FM18 ON SHEET D-1 FOR ADDITIONAL INFORMATION. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. d 9 SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS __' __._. AND LAP SPLICE. 10 ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE F _ SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH W s�+ .,1tll 91tf� PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION �,��ti°" W � �° 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER Z COMPACTION: 2000 PSF (SEE SOILS REPORT OP AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE Z PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO � m o- 6 FOUNDATION SCHEDULE rg W MARK SIZE DEPTH REINFORCING GRAVITY CAP. [lbs] _ v F2.0 2'-0" x 2'4" 1'-0" 3 #5 E.W. BOT. 7200 ; z L F2.5 21-611 x 21-611 1 -0 3 #5 E.W. BOT. 11000 0 LL 7 w f3.0 3'-0" x 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 d L J 0 0 M W ♦^ W F 3'-6" x 3'-6" 1'-0" 4 #5 E.W. BOT. 21500 v! F4.0 4'-0" x 4'-0" LO 1'-0" 5 #5 E.W. BOT. 28000 � L.L r n 0 Q V F4.5 4'-6" x 4'-6" 1'-4" 5 #5 E.W. BOT. 34500 Wz (D 0 F5.0 5'-0" x 5'-0" 1'-4" 6 #5 E.W. BOT. 42500 F �/��/ F6.0 6'-0" x 6'-0" 1'4 7 #5 E.W. BOT. 61500 WE 0 N LEGENDW .0e /'n W FM01 D1 FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. z w0.;..— y y 8 d moo, `a • g SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, z -'^"' ^'�� z o '� • LO COMPACTION T'ES'T COMPACTED IN 12 LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). Cz W ¢r` REQUIRED THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS �+ Er w 4 �,'k ,Results to be verified BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 a `" H o at Slab inspection PSF. ig � o $nom LJ PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO d o U. q DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON D-1 FOR REQUIRED REINFORCEMENT o AND FOOTING SIZES PENDING DEPTH OF STEMWALL. a0 8"x16" OR 16"x16" COLUMN INTEGRATED INTO MAIN HOUSE w/ (2) #5 3❑ 6 W C 6 FOUNDATION SCHEDULE rg W MARK SIZE DEPTH REINFORCING GRAVITY CAP. [lbs] _ v F2.0 2'-0" x 2'4" 1'-0" 3 #5 E.W. BOT. 7200 ; z L F2.5 21-611 x 21-611 1 -0 3 #5 E.W. BOT. 11000 0 LL 7 w f3.0 3'-0" x 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 d L J 0 0 M W ♦^ W F 3'-6" x 3'-6" 1'-0" 4 #5 E.W. BOT. 21500 v! F4.0 4'-0" x 4'-0" LO 1'-0" 5 #5 E.W. BOT. 28000 � L.L r n 0 Q V F4.5 4'-6" x 4'-6" 1'-4" 5 #5 E.W. BOT. 34500 Wz (D 0 F5.0 5'-0" x 5'-0" 1'-4" 6 #5 E.W. BOT. 42500 F �/��/ F6.0 6'-0" x 6'-0" 1'4 7 #5 E.W. BOT. 61500 WE 0 N LEGENDW .0e /'n W FM01 D1 - INDICATES SINGLE -STORY FOOTING W _ - INDICATES TWO-STORY FOOTING z LO COMPACTION T'ES'T - INDICATES CONCRETE FOOTING a REQUIRED �+ ,Results to be verified FOUNDATION KEY NOTES at Slab inspection tz7 q 16"x16" OR 12"x12" L SHAPE COLUMN w/(3) #5 VERTICALSLO 16"x24" L SHAPE COLUMN w/ (3) #5 VERTICALS o a0 8"x16" OR 16"x16" COLUMN INTEGRATED INTO MAIN HOUSE w/ (2) #5 3❑ VERTICALS. EXTEND FOUNDATION OUT 8" PAST COLUMN 05 -27 -15 -FIELD ❑4 8"x16" COLUMN w/ (2) #5 VERTICALSc 5 12�� x12�� OR 16�� x16�� MASONRY COLUMN W/(2)#5 VERTICALS, SEE ARCH 0 0 2 REV. PLAN FOR MORE INFO. W CONTRACTOR TO EXTEND MONO FOUNDATION OUT 8" FOR HALF W FMO o D1 COLUMN TO SIT ON. ❑7 16"x26" CMU COLUMN W/ (1) #5 UNDER EA. LINTEL BRG. LOCATION. z title: EXTEND FOUNDATION OUT AS REQ'D FOR LOW WALL o z project n o . 2014433.02 W checked: AB/EA m drawn: SANFORD date: 04-15-15 o�OARTM N scale: 2 O� F � 2 FOUNDATION PLAN -B "' S EI S1 1' SCALE' 1/4" =-0" 1ne structural design or Lnlls Duiming 1S In accordance w1Ln Llle ZULU rLUr6111A n-r,311YL'1V11al, DU11,1J11V1a 1.U1JZ ailu 1n l;cEul11Cu a.7 SUUA1. I J I V A -T EFS WALL TYPE COLUMN SCHEDULE 140 MPH OPENING PRESSURES ENCLOSED - EXPOSURE "B" U J N '.- 000, CN) 8 C? 'm ccn, U, 0 SYM. TYPE00-0 MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) O +21.2/-23.0 +21.2/-28.3 � L 0 -LJ ,0 0�) MASONRY WALL TOP @ 8-4- OR 9-4" C REF. ARCHITECTURAL PLANSNO T 140-- FC -11 (3) 2 x #2 SPF (4) 16d TOENAILSC a x as UPLIFT O+20.3/ -22.1 +20.3/ -26.4 m 0) MASONRY WALL TOP @ 14'-0" Ohl. 0) 'a (3) 2 x #2 8 PF DTT2Z W1 J" ATR & (8) �'X 1 J' 2145 MASONRY WALL TOP @ 12-4- SDSSCREWS O+19.0/ -20.8 O+19.0/-23.9• NO hr FIs, (3) 2 x #1 SYP (4) 16d TOENAILS 2 x BEARING WALL - SEE BEARING WALL UPLIFT +18.0/ -20.1 (JO +18.8/ -21.3 SCHEDULE DTT2Z W1 J" ATR & (8) �'X 1 NOTE: WIND SPEED LISTED ABOVE IS AN "ULTIMATE" NON BRG. INTERIOR WALL (3) 2 x #1 SYP SDS SCREWS 2145 WIND SPEED. THE WIND PRESSURES LISTED F ARE " LLOWABLE"-PRESSURES. 4 x 4 P.T.#2 SYP ABU44 W1 5/8" ATR & G = 6665 40'-0° POST (12) 16d NAILS U =2200 N01 BEARING WOOD WALL SCHEDULE 6 x 6 P.T. #2 SYP ABU66 W/ 5/8" ATR & G =12000 1 V-5 112' 17-011 POST (12) 16d NAILS U = 2300 STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPECIES CA 9-4" J-4" SPACING P. 1PIq TOP BOTTOM 8 x 8 P.T. #2 SYP ABU88 W/ (2) - 5/8" ATR G = 24335 101 FC77 POST & 10) -16d NAILS U = 2.320 NO 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF 3.5" x 3.5" P.L. 1.8E HDU5-SDS2.5 W1 5/8" UPLIFT Fb=2900 (WOLMANIZED ATR & (14) 1/4"X2 1/2" 5645 IF EXT.) SDS WOOD SCREWS Y2" THREADED ROD @ 48" O.C. 3.5" x 5.25" P.L. 1.8E HDU5-SDS2.5 W1 5/8" 16" SPF 1054 ADJUST AS REQ'D TO MISS STUDS Fc -91 Fb=2900 (WOLMANIZED ATR & (14)1/4"X21/2" 5645 IF EXT.) SIDS WOOD SCREWS I NO 3.5" x 7" P.L. 1.8E HDU8-SDS2.5 W/ 7/8" BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP UPLIFT Fc -1-0l Fb=2900 (WOLMANIZED ATR & (20) 1/4"X2 1/2" 6970 z IF EXT.) SIDS WOOD SCREWS Y2" THREADED ROD @ 48" O.C. alp 5.25" x 5.25" P.L. 1.8E �n 0 HDU8-SDS2.5 W/ 7/8" 161, ADJUST AS REQ'D TO MISS STUDS SYP 1190 z Fb=2900 (WOLMANIZED ATR & (20) 1/4"X2 1/2" 7870 1 IF EXT.) SIDS WOOD SCREWS L HDU8-SDS2.5 W/ 7/8"NO 7" x 7" P.L. 1.8E Fb=2900 ATR & (20) 1/4"X2 1/2" 7870 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF C12UPLIFT (WOLMANIZED IF EXT.) SIDS WOOD SCREWS HTT5 W1 (26) 16d'S x Y" THREADED ROD @ 48" O.C. W g!H BWB12 UDS SPF 1054 111 FC 173 (4) #2 SPF STUDS 2-1/2" NAILS & 5/8' ALL 4375 ADJUST AS REQ'D TO MISS ST z THREADED ROD.24 r W V� DTT2Zw/Y2" WEDGE NO I g 0 (4) 2x6 OR 2X8 ANCHOR & (8) Y4"x lY2" 2145 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP 4 E #2 SPF STUDS UPLIFT 9 SDS SCREWS tm 0, S - i5 Y2 FC 15] (4) 2x4 #2 SPF STUDS (4) 16d NAILS 0 12" " THREADED ROD @ 48" O.C. U31 SYP 1190 0 ADJUST AS REQ'D TO MISS STUDS z IT, ul R 'FU iQj GENERAL COLUMN NOTES NOT USED 2 m , 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL o U.iEfl.R q DOUBLE 2x HEADER SEE FLOOR PLAN FOR �m % �w WIDTH UNO. 0 1- 0 �i MIN SIZE. SEE WF09/D3 FOR CONNECTION 2. ALL STRUCTURAL LUMBER TO BE SYP#1 OR SPF#2 UNO ON PLAN, 3. NAIL BUILT UP STUDS PER DETAIL WF37/D3 INFO. IF HEADER IS WITHIN WALL INDICATED 0 9 80 10 m ABOVE WITH NO UPLIFT CONNECTORS 19 W S F_ 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR L W LL 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR INDICATED IN WF09 CAN BE IGNORED. W000NUSGd*t&" 5. P.L. COL. TO BRG DIRECTLY ON FOUNDATION. CUT BASE PLATE AS OL T/ WALL MASONRY WALL REQ'D. G.C. TO PROVIDE MOISTURE BARRIER ',Jv SEE PLAN SEE PLAN 6. IF COL. IS CALLED OUT ON 2ND FLOOR, THE BASE CONNECTION IS NOT REQ'D. SEE PLANS FOR BASE CONNECTION DOUBLE 2x 2x STUDS PER TOP PLATE PLAN/SCHEDULE L NUT w/ 3"x3"x1/4" W WASHER -SEE MS03/L1 FOR BEAM SCHEDULE END OF BEARING 2x MID -SPAN WALL CONNECTION BLOCKING w/ (2)-12d MARK BEAM SIZE CONNECTIONS TOENAILS @ EACH END FOR WALLS SEE FOUNDATION (2) - 2 x 8 #2 SYP W1 7/16" CONNECTION: PROVIDE (2) PLAN FOR MORE r TALLER THAN 8'-OL OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) INFORMATION W BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST OPT. Y2" THREADED a (2) ROWS OF 12d NAILS @ OR (2) SIMPSON HETA16 TO CMU COUPLING SW= SHEARWALL ILL 12" O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN F.F. T. REQUIRES MIN U-1 7/16" OSB L J (2) - 2 x 10 #2 SYP W1 7/16" CONNECTION: PROVIDE (2) Y2" THREADED ROD w/ MIN 6" PLYWOOD W/8d OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) EMBED (OR 6" PAST STEP NAILS AT 4"oc IN W FIELDAND EDGE. I♦ - BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST DOWN) USING SIMPSON SET Z 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/ T' N z 12" O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN SPACING. CENTERED Win TOP EMBEDMENT OR 1/2" A.B. @ STEP W1 MIN. z 7" EMBEDMENT PAST STEP DOWN. ALT: < PLATE. FOLLOW SIMPSON z (2) - 2 x 12 #2 SYP W1 7/16" CONNECTION: PROVIDE (2) INSTRUCTIONS FOR INSTALL SIMPSON 1/2" TITEN HD @ 32' O.C. w/ OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) OF ROD AT BASE, SAME EMBEDMENT. (WHEN THREADED WBM3 < W BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST SEE NOTE 6 BELOW RODS ARE UTILIZED THE ANCHOR BOLTS 0 (2) ROWS OF 12d NAILS @ OR (2) SIMPSON,HETA16 TO CMU ARE NOT REQUIRED.) SEE GENERAL 0 12" O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN BEARING WALL NOTE #6 0 BEARING WALL DETAIL W (2) -1 Y4" x 11 Y4" LVL 2.0E CONNECTION: PROVIDE (2) 1 O G N Fb=2950. CONNECT PLYS SIMPSON LSTA24 OR (2) TOGETHROUSING(2)LYS R USING (2)SIMPSON HTS20 TO WOOD POST GENERAL BEARING WALL NOTES o G M ROWS A"x3YF SDS OR (2) SIMPSON H ETA1 6 TO CMU W WOOD SCREWS @ 16!' < O.0 TYP. EA. SIDE COL. U.N.O. ON ROOF PLAN 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. a W �' 2) -1 %" x 11 Ya" LVL 2.0E CONNECTION: PROVIDE (2) 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 0 b=2950, CONNECT PLYS SIMPSON LSTA24 OR (2) 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED z TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST 4. CONTACT E.O.R. IF SP4'S, SP6'S OR SP8'S CONNECTORS ARE ROWS X" x 3Y2" SIDS WOOD OR (2) SIMPSON HETA16TO CMU SUBSTITUTED, TO VERIFY THEY MEET THE STRUCTURAL 0: SCREWS @ 16- O.0 TYP. COL. U.N.O. ON ROOF PLAN REQUIREMENTS. 0 EA. SIDE I ' (2) - 1 %" x 16LVL 2.OE CONNECTION: PROVIDE (2) N7 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO BE " IGNORED. SEE WF06/D4 OR INDICATED DETAIL FOR PROPER SIMPSON LSTA24 OR b=2950. CONN. PLYS (2) CONNECTIONS FOR 2ND FLOOR TO FIRST FLOOR CONNECTIONS. TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST SANFORD ROWSY4"x3Y2" SDS OR (2) SIMPSON HETA16 TO CMU (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) WOOD SCREWS @ 16" 6. IF BRG. WALL IS INDICATED WITH BW1. BW4, BW7, BW1 0, THESE COL. U.N.O. ON ROOF PLAN O.0 TYP. EA. SIDE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT (2) -1 %" x 9Y" LVL 2.OE CONNECTION: PROVIDE (2) HAVE UPLIFT, THE STUDS ARE TOENAILED TO THE PLATE AND THE 1814, FU=2950, CONN, PLYS SIMPSON LSTA24 OR (2) 2X PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS AND TOGETHER USING (2)SIMPSON HTS20 TO WOOD POST WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN BM7ROWS Y4"x 3Y2" SIDS OR (2) SIMPSON HETA1 6 TO CMU THE BEARING WALL SCHEDULE. WOOD SCREWS @ 16" /,�, 05 -27 -15 -FIELD i COL. U.N.O. ON ROOF PLAN 0 O.0 TYP. EA. SIDE 0 REV. FLOOR PLAN NOTES GENERAL BEAM NOTES 1. G.C. / BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQUIRED W 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 1 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 WITHOUT WRITTEN APPROVAL FROM THE E.O.R. FLOOR IS PROVIDED, OTHERWISE INTERIOR HEADERS ARE NOT REQUIRED. z project no. 2014433-02 FLOOR PLAN KEY NOTES checked: AB/EA BOTTOM OF COL. @ TOP OF PEDESTAL TYP @ PORCH m drawn: (SEE ARCH FOR PEDESTAL HT.) date: 04-15-15 (5) 2 x STUDS EA. END OF HEADER 0 scale: INSTALL 1ST STUD TO MASONRY WALL PER MS031L1 N 2 THEN ADD (2) 2)eS W/ (2) 12d NAILS @ 12" O.C. TO @ CREATE (3) 2 x STUD PACK. FIRSTPLAN SEE ARCHITECTURAL PLAN FOR LOW WALL INFO. FLOOR -B BUCKET HEADERS INTO MASONRY WALL USING SIMPSON 1-011 HUC410 BUCKETS w/ (10) 10d NAILS AND (18) Y�'x2Y�' TITENS IL SCALE: 1/4"= 1 0 S2 The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. VA'S TER lne structural aesign of tnbs tmuciing is in accoraance wltn the Sulu rLunlua n1J;�)11J1;1v11tiL -bU1Lll11Vly Luijh ana is ceruilea as sucn. MAA I_ EA _W10oo ROOF FRAMING NOTES CONNECTOR SCHEDULE Cb NWW mN H ,Nw p 1. TILE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 1/2" CDX (4 PLY) SIMPSON CONNECTOR LLoNo PLYWOOD, MARK TYPE SPF SYP SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) OVER W/ FASTENERS .d o Or - MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. FRAME o 14 't ar OR CONVENTIONAL FRAME ROOF. (SEE PLAN FOR SIZE AND SPACING. O HETA16 W/ (9) -10d x 1 1/2" OPT TO1$10 1$10 S CL SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER HETA20 W/ (9) -10d x 1 1/2" m m MASONRY :, V_cn INFORMATION. FRAME CD0 -t? 2. IF TRUSSES HAVE RAISED HEELS. CONTRACTOR TO PROVIDE O H2.5A W/ (10) - 8d NAILS TO 535 600 • BLOCKING @ HEELS PER TB06 / D2: FRAME 3. IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN H10A W/ (18) -10d x 1 1/2" FRAME 1015 1340 PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE OC H10A-2 W/ (18) 10d x 1 1/2" AT TO 1070 1245 DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN 2 PLY TRUSSES FRAME 4 b r DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, MTS12 W/ (14) - 10d x 1 1/2" FRAME � FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED (AT EXTERIOR LOCATION TO 860 1000 TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT INCLUDE (3)12d TOENAILS FRAME THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS MGT W/ (22) - 10d NAILS & 5/8" FRAME REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS ATR W1 �5" EMBEDMENT W/ TO 3140 3140 SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING SIMPSON "SET' EPDXY MASONRY Q,r= CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS HTS20 W/ (24) - 10d x 1 1/2" FRAME , NOT ADVISED, AND THE E.O.R. ISNOT RESPONSIBLE FOR ADDITIONAL O (AT EXTERIOR LOCATION TO 1245 1450 COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS INCLUDE (3112d TOENAILS FRAME SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS HGT-2 W/ (16) -10d W/ 5" FRAME REVISED W/OUT WRITTEN APPROVAL FROM FDS. O EMBED (2) - 3/4" DIA. EPDXY TO T HGT-3 FOR 3PL MASONRY 6280 6280 ANCHORS. 4. THE EXTERIOR CEILINGS FOR THE ENTRIES AND PORCHES SHALL ( � HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE FGTR W/ (1$) -SDS 1/4" x 3" FRAME ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID w/ 2x4 HO 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 ", w/ 8d NAILS @ 4" O.C. AT ALL EDGES AND THEN 8" O.C. IN FIELD. (2) LGT-2 W/ (32)-16d SINKERS FRAME '~s.* C� J2 (14) 1/4" x 2 1/4" TITENS TO 3700 4300 u°i (2 PLY TRUSS) MASONRY ^ A" ; C (2) LGT-3 W/ (24) SDS 1/4" x 2-1/4" FRAME SO4 J3 & (8) - 3/8" x 5" TITENS HD's TO 5310 7370 TYP. D4 3 PLY TRUSS MASONRY y C_ C_ C C_ C_ L_ C C ` C C_ ` C_ L_ L_ C_ C_ c_ c_ : C_ rL HU410 OPT HUG410 (MAX) W/ BEAM o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O F/// 18 -16d & 10 -10d NAILS TO G#2090 O? 0 0 -400 00 00 00 00 00 00 00 00 00 00 00 00 00 -4 0) 01Q- ( ) ( ) ✓ J05 J06 J07 R10 F (2) R11 11 R12 R13 R12 R14 R15 c 16 TYR R17 R17 504 D4 R18 R18 R18 R34 F R35 R36 R37 106 J05 V,O J05 J06 J07 F �D4 TYP. BRNG.COL.TOP @ 18'8-3/ 'c_ C C_ � �W F035 30 12(2)OH3 w J06 13 J05 F 33 seeTOP o �KNEE R23UP FJ13 J12 C_ C_ C_ � 06c05 TYP.a0 J130 BRNG WALL, Q - WALL TO 20'8-3/4" 3 RH3 "'J07C_ OD o m BEAM U#1570HU410 OPT HUC410 W/ (18) BEAM- G#5085z 4 1 -1 TITEN 1/4 x23/ & 0 Od p NAILS O MAS U#1810 (2) HETA16 OPT (2) HETA20 FRAME § M Zw«d1 PLY W/ (10) -10d x 1 1/2" OR TO 2035 2035 $ ¢ �R 02 PLY W/ (12) -16d MASONRY 2500 2500 0 `" W "U HTSM16 W/(8)10d NAILS ANDFRAMETO 1020 1175 z F Wo 6 (4) 1/4"x2 1/4" TAPCONS a N o° -AzMASONRY o OOPT FRAME tzio�wwo �QzHTSM20 W/(10)10d NAILS AND TO 1020 1175 _ E m � tib ^ o (4) 1/4"x2 1/4" TAPCONS MASONRYLLI WFRAME oPe2H10S W/(8) 8d X 1 1/2" NAILSOP AND (2) 3/8"x4" TITAN HD TO MASONRY 915 1065 iF LU0 kn 8°❑4 W U. woaorrasaa nnrnne GENERAL CONNECTOR NOTES o 1. CONNECT ALL ROOF/ FLOOR TRUSSES TO MASONRY WALLS/ W LINTELS/ ICF WALLS W/ CONNECTOR UNO ON PLAN s 0 AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT ; W/ A@ 24" O.0 OR 32" O.C. (VERIFY W/ TRUSS SHOP q DRAWINGS), STRAP TO VERTICAL. _ 2. CONNECT ALL TRUSSES TO INTERIOR/ EXTERIOR BEARING WOOD WALLS/ BEAMS W/ OCONNECTOR UNO ON PLAN _ 3. CONNECT ALL TYPICAL HIP JACK CORNER JACK) TO MASONRY WALLS/ LINTELS/ ICF WALLS W/ q CONNECTOR. W o LL F IF WOOD WALL OR BEAM USE (2) ( CONNECTORS UNO W (2) ON PLAN. z J 4. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING a O M MM WOOD WALLS/ BEAMS W/(3)12d TOENAILS. F eoLo 5. ALL TRUSS TO TRUSS CONNECTIONS ARE TO BE A PROVIDED BY TRUSS MANUFACTURER UNO ON PLAN. z 6. CONNECT ALL CONTINUOUS RIM BOARD TO TOP OF 0 Q MASONRY W1 SIMPSON META16 STRAPS (2) @ EACH W CORNER AND 32" O.C. MAX. G.C. TO VERIFY LOCATION F O DOES NOT CONFLICT w/ TJI LAYOUT. F � 0 p FLOOR FRAMING NOTES M o FLOOR SHEATHING W Q m PLYWOOD FLOORING TO BE MIN. 3/4" T & G PLYWOOD GLUE & NAILED F WITH 10d NAILS AT 6" O.C. ALL EDGES & 12" O.C. INTERMEDIATE U.N.O. _ (GENERAL FLOOR FINISHES ARE ACCEPTABLE IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQUIRED CONTACT E.O.R. a ALONG WITH TRUSS COMPANY TO VERIFY FLOOR TRUSS DESIGN. �. W FLOOR SYSTEM PRE-ENGINEERED WOOD FLOOR TRUSS / JOIST SHALL BE DESIGNED BY z THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS(SEE m COVER SHEET) AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ? ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS AND TEMPORARY AND C Q� O O _" O o y PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION �Q- 0 0) 00 CSD 0) Ln i' AND FOR PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED = AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. m NOTES REV. 15 -FIELD t�7 2 REV. ROOF FRAMING P 1. FLOOR JOIST/TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID it SCALE: 1/4" __ V -o" CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE 9 SPECIFIED BY THE MANUFACTURER. d z title: 3. SEE ROOF FRAMING NOTES FOR ADDITIONAL NOTES: a z project no. 2014433.02 W ° ch ecked: AB/EA s drawn: m r date: 04-15-15 N scale: aVVILf�//VG O\/ 2 FLOOR FRAMING PLAN -B _ SANF RD SCALE: 1/4" 1'-0" °gip AFRI 5 1 4 S4 The structural design of this building is in accordance with the 2010 ]FLORIDA RESIDENTIAL BUILDICNG CODE and is certified as such. PRECAST PRECAST "U" LINTEL w/ (1) #5 CONT. IN 3000 psi HURRICANE ANCHORS CONIC. @ OPENINGS 6-0" & OVER. PRECAST "U" TYPICAL SEE PLAN LINTEL ALL OPENIGNS UNDER 6-0" 10" HOOK STANDARD 90 DEGREE HOOK TYP. BOND BEAM x x 16 Z w O 8 8 9'4" K.O. LINTEL BLOCK FILL w/ a. 3000 psi CONC. w/ (1) #5 DIA. x in w O REBAR N(L (n U' D � Z J 00 REBAR BOTH SIDES gI j �� OF OPENING U.N.O. €ED �t " STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. ODX a REBAR Ii INDICATES FILLED CELL FROM FTG. TO BEAM w/ (1) BAR G #5 I r A.. A a � . j i e M1 8"xWx16"CMU U.N.O. ., I w 14 , 9. n -77w sI S ae I. I "r 1 ----- ------------- --- -------- .......... . _ _ _.. - --- --- ---. - - --- ---- TYP. DOWEL 25" MIN LAP (AC1530) E _-_ _�-_- k SEE FOUNDATION PLAN s ; SEE FOUNDATION PLAN FOR -/FOR LOCATION i I T-4" STEM WALL FOOTING `` " I MIN.\ G� I AS�0�1BLOCK WALL REINFORCEMENT �....,•.._. r„....,. ,.... SCALE: 3/4" . T. D CD_ D > \ 31-211 T-211 3 /IB 1 B I lB \ g / B \ NON SEGMENT i ._ .._.. _... ._:_ { �1 TYP. BOND BEAM „. • _...__._.__..w__ ,..:_ _.M_ _.._.._...µ.._...I 8"x8"x16"K,O. LINTEL BLOCK FILL W/3000 P.S.I. CONC. 'TYPICAL SHEAR WALL SEGMENT W/1 #5 DIA. REBAR @ CORNERS ALL SHEAR WALL SEGMENTS CONTRACTOR TOCONSIST OF A FILLED PLAN -B INSTALL HOOK BAR CELL EACH END WITHOUT LINTEL WHERE CONT.AN OPENING BETWEEN. . , SCALE: 1/8ft = 1t-0" BARS LAP INTO FILLED CELL: FILL BILK CELLS WITH 3000 P.S.I. GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP OF SLAB Nk ill lil-.-III -IIL�III II1�= ' SEE FOUNDATION PLAN GENERAL 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 LINTELS: CASTE -CRETE, QUALITY, LOTTS, POWERS STEEL #5 REBAR AT TOP MIN. = F FILLED WITH Ep FILLED (1) REQ REDS RGROUT = REC " iry,�e�+fJp ir�fi`aiW..�� CVQ QTY. OF #5 REBAR BOTTOM OF r W V LINTE CAVITY J 1: r w _ C.M.U. 4 8F16 -113/1T Q a - - GROUT � _ #5 REBAR AT 00 OMI M BOTTOM F p O O O '� QUANTITY WIDTH #5 REBAR ATT z LINTEL CAVITY TOPBOTTOM NAL-` HEIOIHT - REINFORCING �_� PROVIDED IN 7-5/8" ACTUAL LINTEL (VARIES) TYPE DESIGNATION 8" NOMINAL WIDTH GENERAL CONCRETE LINTEL SAL=... MATERIAL G GENERAL INSTALLATION NOTES 1 F.C. precast Iintals = 3500 psi. 1. Provide full mortar head and bed joints. 2. F.C. prestressed lintels = 6000 psi. 2. Shore filled Ilntals as required. 3. Grouted per ASTM 0476 f'g = 3000 psi w/ 3. Installation of lintel must comply with the architectural and/or structural drawings. Maximum 3/8" aggregate and 8" to 11" slump. 4. U-Llntels are manufactured with 5-1 /2" long notches at the ends to accommodate 4. Concrete masonry units (CML)i per ASTM C90 w/ vertical cell reinforcing and grouting. minimum not area compressive strength = 1900 psi. 5. All lintels most or exceed 0360 vertical deflection, except lintels 174" and 5. Rabar per ASTM A815 Grade 60. longerwlth a nominal height of 8" most or exceed L/180. 6. Prestressing strand per ASTM A416 grade 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 270 low relaxation. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 7. 7132 wire perASTM A510. B. Cast In-place concrete may be provided In composite lintel In lleu of concrete S. Mortar per ASTM C270 type M or S. masonry units. 9. Safe bad ratings based on rational design analysis per ACI 318 and ACI 530 10. Florida Product Approval No. 158,1 11. The exterlorsurface of Ilntals Installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with ventral (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / 1.0 Safe vertical load Safe haftntal load ^ „ 8RF6-OB/11' 8F8-0B/1T w 8RF14.1B/1T 8F16-1B/1T +' ♦: ; : O O 8F2N1B/1T O 8RF22.1B/1T 8F24-1B/1T = 0 _ 8RF3016/1T 81`321B/1T BF24-01 BIlT 0 ............ - --------- • ' w 1 ya Ire w .,�16l1till '0 a$ 3 a OC , o 164 z (ry oIm w Z -. R F N o'er W o p w ti' Cn P$ C7 �.oW tiw &oz� 0�.oe.qp \° Z7doiL'wWp` y529 z„ x ° m 'q M W H �J W. ��, Ku dG P on_ra '^ ¢ w=z Q gpC4 m Lu OLuM In U El WOO'ONSSGXA1MM W U.1 Vj CD C1CM°pN t) O CAJ0No0-0 LL + � :3 �� c tX L 0) W 0 W 0 in tom^ m F iry,�e�+fJp ir�fi`aiW..�� l A �J ............ - --------- • ' w 1 ya Ire w .,�16l1till '0 a$ 3 a OC , o 164 z (ry oIm w Z -. R F N o'er W o p w ti' Cn P$ C7 �.oW tiw &oz� 0�.oe.qp \° Z7doiL'wWp` y529 z„ x ° m 'q M W H �J W. ��, Ku dG P on_ra '^ ¢ w=z Q gpC4 m Lu OLuM In U El WOO'ONSSGXA1MM W U. L z W 0 W 0 in tom^ m F l A �J , Y / N FOR STEM OR MONO19 Z FOOTING = 0 Q 0 s �0 W 0 SO2 TYP. SHEAR WALL g SCALE: 1 /2" =1'-0" SECTION <C m U d (J W + Z m n F 0 = n �P#3=2Y2' 1- ° 4; Z U #4=21 " /2 � #5=2Y2' a TYP. TIE BEAM W/3000 P.S.I. #73 Y2 CONIC. W/1 #5 REBAR CONT. " 1 - �iLD/No SIMPSON SP4 W/(6) -10d X 1% B F SP6 OR SP8 FOR 2x AND 2x8 WALLS: _ 5.�8It0IO ,.* _- DOUBLE 2x TOP PLATE EMBEDDED STANDARD 900 HOOK STANDARD 1800 HOOK W STANDARD HOOKS x SEE MS05 FOR MORE INFO SEE PLAN FOR WALL HEIGHT 4 LINTEL COURSE TYP. FILLED CELL W/3000 SO REBAR DETAIL P.S.I. CONIC. LAP SPLICE = _0.. W/1 #5 REBAR VERT. SCALE: 1/2" P i" PRECAST LINTEL (FILLED) 112" X $" A.B. W/2" o REV. INTERIOR BEARING WALL VERIFY SIZE WITH LINTEL PLAN WASHERS SET IN ° W INTERIOR SHEARWALL . a FILLED CELL W/#5 TYP. FILLED CELL , OO EXTERIOR FRAME WALL REQ D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) TRANSOM OPENING VERTICAL MIN. 5 PER JAMB. o W L J� 09 (5)1/2" DIA. x 8" SECTIONAL GRADE 40 "J" BOLTS po OVERHEAD 1 FRAME INFILL �; _ title: BAR SIZE BEND Q1 LENGTH LAP SPLICE AROUND WINDOW DOOR o CONT. WOOD TRIM o n n n n n n n n 'p ❑ BY BUILDER SEE P.T.#2 2"x #2 SYP/SPF P.T. W/ r A B C D (3)1/211 X QII r,Jlr BOLTS OR WF01 FOR MORE F.C. EACH DE SYP 2"X 6" (3)1/2" X 6" EXPANSION INFO SEE P N P ° ° #3 17/8 41/4 7 15 ANCHORS OR (6) 3" X 1/4" x o P1 t CAST RECESS L INTELIiFF. _ W project p o . 2014433.02 TAPCONS OR OVERHEAD SECTIONAL V FY S , E I� #i LUV ... (-" : 2"x6" P.T. WOOD JAMB o F1 .• . #4 21/2 5 5/8 91/2 20 (8) 2 7/8" HILTI TIX-DNI "; ` ° < • � ' ° DOOR TRACK W/ 3/8" X 1 a checked: AB/EA NAILS1/2" STEEL LAG BOLT W/ #5 31/8 7 11 3/4 25 m drawn 2x BASEPLATE SEE DOOR AND CONNECTION PER WASHER. MIN, 6 PER PLAN FOR MORE INFO GARAGE SLAB r date: DOOR OPENING GARAGE DOOR MANUFACTURER' TRACK TO JAMB. #6 3 3/4 8 1 /16 14 3O d t 04-15-15 ARCH WINDOW TYP. GARAGE DOOR IN g o #7 4 3/8 9 13/16 16 1/2 35 N scale: 2 TRACK MOUNTING DETAIL p -� FRAME (EXT./BRG./SHEAR) WALL LINTELS AT ENTRY #8 (003TO3 MASONRY CONNECTION DETAIL S06 DOOR w/ TRANSOM SI2 SECT. OVERHEAD GAR. DOOR INSTALL #9 SCALE: 1/2" =1'-0" SCALE: 3/4" = V-0" SCALE: N.T. #10 00 L 1 #11 � The structural design of this building is in accordance with the 2010 ]FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. VAS __ER ��o DEQ? W M 00 04 t/3 CD4m o U) _j N CJU_ 00 - � t C ( xrA `=� 1 GARAGE MASONRY cc a 4) DRIVE WAYII WALL / FTG BEYOND. to OPTIONAL CURB FORMAS. @ BY BUILDERSTOPS @ GARAGE -0" b' 8., ELEV. 0' w/ (1) #5 BAR CONT. H�1_ 4` 1211 OOR LOCATION GRADE REINF. SEE F.F. Cn k. SEE PLAN FOR F.F. PLAN W REINF. SEE %REINF. Ota 41y�, a. PLAN Q PLAN MORE INFO 00 > REINF. SEE •. PLAN { i 00 -Ii'_' IIL III --1i1 lir $„ 8,1 TURN DOWN EDGE N 1 lll J1 ._-HCl-Ill=Ill- L F.F. III::II 11::11:u1. CV? -1 I I' :' : ° i I I �i I.I I- O ,a N 4I -III-. I r o _...I -1- ,� N N �I_ilIlllYl I;!i11I- w/ (2) #5 CONT. II IIII _SII 2STORY•20 x20 " E aI r -�I� _- ,_ - .;lll. • a N. a _ III' " I��,. , .,++,� ,., pry. ,• I_I1.-1LI=1.1.1_: I • b . a w/ 3 #5 CONT._ „ (2) #5 REBAR �� ....... il 16" 1 (2) #5 REBAR 8" (1) #5 REBAR 20" (3) #5 REBAR CONT. rm01 SINGLE STORY FTG KF'OM 02 SECTION GARAGE rFMO3 THICKENED EDGE M08 2 -STORY FTG.�rm09 FTG GARAGE DOOR SCALE: 117m 1'-0 SCALE: 10m 1'-0" SCALE: 1/2"- 1'-0" SCALE: 1/2" = T-0" SCALE: 3/4'• = 1'-0" _ G R E aky �1 a W Z� a ooh "�p�9olH/ r 0 SLOPPED GROUT � =''^^a �,�� `` � •m �" .. TO DRAIN SEE PLAN In V 1 .: �❑ C 1 �1 3" w o w zr, w 4x4 PAVER CURB PROVIDE RECESS o FOR STEP REINF. SEE _ c°� QO ''`o,�� w a` 2x BRG. WALL. SEE OPTIONAL CURB FOR 8vl G.C. TO VERIFY) a zz FLOOR PLAN FOR MAS. @ ELEV. 0'-0" w/ REINF. SEE PLAN = W o g 2x BRG. WALL: SEE ( � STEP DOWN PER � o � � � � FLOOR PLAN FOR J MORE INFO MORE INFO (1) #5 BAR CONT. MANUF. SPEC'S 0 �, _ J W Z . STEP -SEE REINF. SEE W = x b a PLAN F.F. 09 iz ma z Z LAN EE P ,L REINF. SEE PLAN PLAN REINF. SEE S , •. 0 z �A PLAN PLAN III—: -ail. Ifn�l) �L Ill =_ o E y W vrq C Illlllli-L.I,Illhllli 11 `I MUDDED FLOOR �;IIIIC. W o g w V f� II_i II I I I_l; . � I I,- 4 -IJIa 111- N N IIJ =LL1. SEE PLAN SLOPED TO DRAIN 1 w -z n U ❑ _ r r . ° II /2 EXPANSION L 0 o JII II IL- ill; - .�_ ,.,� JOINT W `' - �i yL1 Ju rla 1 - 2 STORY: 20 x 20 N1o0•JNHSUdTA1A%& 4 16" 4" {2) #5 REBAR 1]l.. (2) #5 REBAR 7x20'-' n u iii-li w/ 3 #5 CONT. 4" 16" 4" 2 STORY: 20.17L �ILIIrn uIln1 Iluiliil_ 16 SEE FM01 @ 1 STORY2 STORY: 20" x 20" .�If- n. ,� (2) #5 REBAR OR FM08 2 STORY w/ 3 #5 CONT. w/ 3 #5 CO8 4 @ 6 rm10 INT. BRG WALL KFM11 STEP DOWN BRG. rFM12�STEP DOWN NON BRG G14 SECTION SHOWER MI5 S.G.D. DETAIL d SCALE: 117= 1'-0" SCALE: 1/T' = 1'-0 SCALE: 1/2" = T-0 SCALE: 1/2" = T-0 SCALE: 1/2" = 1'-0 W W F Z U PVC OR SCH40 LOCATION OF BARRIER TO BE V-0" IN FRONT OF _ PLUMBING LINE TOP (2) #5's x 4'-0" SLEEVE MECH. OR APP. WHEN REQUIRED TOP (2) #5'sx4'-O" CENETERED a[ PIPE PLUMBING LINE W CENETERED @PIPE PVC OR SCH40 PENETRATION L I— PENETRATION SLEEVE 4 U. 4 .` ? 4 v 6 .. ..:_ 4"DIA. CONCRETE _J1.1 III III _ o a C� M MIN. 24" BEFORE III 1 =1 LI . I!T_. o FILLED SCH40 STEEL W ♦^ W ANOTHER STEP III_.. ., . 1 I:..LO m z , M PIPE, V J - r SEE FND. PLN. ('V Z ii FOR SIZE &REINF. OLU ° v a TOP OF SLAB 7 Q (J)w w C �'� go �' an GRADE SEE FND. PLN. PIPE PERPENDICULAR TO FND i O <0C #5 CONT. REINF. REINF. SEE FOR SIZE & L_. - - 0 (2) #5 CONT.O SEE FOUNDATION PLAN REINF o o; Q n n FOR QUANTITY F �/ n d n � w (2) #5 BENT BARS w/ ° PIPE VERTICAL T H R U FND. TOP (2) #5's x 4'-0" PVC OR SCH40 Z N O UJ II 1,11.1II I,.... --------.----- -- --- — -- - - --- CENETERED @PIPE SLEEVE W 1 O N n MIN 25" LAP SPLICE ° 1.__ __ I _ C �=- PENETRATION PLUMBING LINE Q z 14" MIN. DIAMETER ` #5 x 25" x 25" 00 111 16" CORNER BAR ONE o z = r CONCRETE FOOTING o (2) #5 CONT.- I. I- nv °a MIN. � . FOR EACH HORIZ r �_ _.I _. � n. _.._ 4 M REBAR, TYP. U.N.O. III ..(.: II :LII I III ._III W 0" (2) #5 REBAR III LII -1 PROTECTION 4A/C CHASE TYP. FND PENETRATION _MTYP. STEP FOOTING DETAIL�rm TYP. CORNER BAR DETAIL SLEEVE THRU KFM24 BARRIER DETAIL 2 STORY 20"x 1 F SCALE: 1/21'-0" SCALE: 117 = T -a' FOOTING w/ (3) #5 CONT. SEE FND. PLN. SCALE: 3/4" = l'- 0 FOR SIZE &REINF. W W SEE STEMWALL SCHEDULE FOR FM01 MORE INFO D-1 1._0.1 1,_0,1 OIL , FINISH FLOOR ...,'' #5 BARS CENTERED @ TRANSITION o STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS �T MA(XIMUM NG O.C.) IN STEM WALL d 1 STORY 2 STORY b 1 STORY b 2 STORY 01-0"-2-0" 8" 10" 16" 20" W/ (2) #5 BARS X674# 6'-8" >21-0"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" ` 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-U' >41-011- 5'-4" 16" 16"--r 48" 4$" W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# 2'-8" i c� 4 05 -27 -15 -FIELD t0f � REV. W �I W NOTE: � SEE FOUNDATION PLAN 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL W �JJ _. MONO FOOTIIV( FILL SOLID TWO FOR F.C. SPACING SEE CHART ABOVE FOR INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM °C REINF. PER -_ FIRST CELLS ABOVE SLAB LEVEL STEMWALL F.C. SPACING SPACING STATED IN SCHEDULE PLAN _ EXTERIOR SHORING BY 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND = title: (1) #5 CONT. TIED TO EA. Cr CONTRACTOR AS REQ'DWALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND CLEAN FILL ;° VERTICAL REINF. BAR "o DIRT' z WHEN STEM WALL IS #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO SEE FM18/D1 FOR STANDARD OVER 4'-0" TALL zz I TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM 90° HOOK _ FOUNDATION STEP INFO a & ' N - 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO z - - CONSTRUCTION FOR MORE INFORMATION W project no: 2014433.02 ST4. G.C.TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK a checked: #5 BAR IN , -e Y'M �. ° - '� � ° EMWALL FOOTING /% /4g/EA " M REINF. PER STEMWA FIN. G E �° #4 TURN BAR d@ STEM FILLING IS TAKING PLACE ��ILD/ �� 1 FILLED CELL . ® a ffi , b. ,_ „ drawn: ' CHART ON SHEET S-1 " a WALLS GREATER THAN 5. #5 HORIZONTAL CORNER BARS WITH 4"1 LEGS IN KNOCKOUT BLOCK @ 16 m g 4'_0" O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" SAN� ORD r date: 04-15-15 TALL (TYPICAL ALL CORNERS) x W.W.M. TO BE TIED TO °F� �; 0 Scale: G.C. TO VERIFY WHERE w Po > v 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS2 STEM WALL IS REQ'D > . #5 CONT. REBAR �rz i�' O TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE. COMPACTED CLEAN FILL 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. b IN MAX 12" LIFTS 8, R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE F MONO TO STEMWALL PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. O M2 FOOTING DETAIL SCALE: 3/4" =1' - 0" } FS STEM WALL FOOTING SCHEDULE tL D 1 SCALE: N.T.S. 0 The structural design of this building is in accordance with the 2010 ]FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. A TEP Hoo E 0 qt WN 00 N �mrnrn 0i —i 0 C 000 CO U_ C=4 CM ROOF PROVIDE 2X4 MIN. BLOCKING AT (" a a a .W SHEATHING q OF HIP/RIDGE, TYP.BETWEEN TRUSSES CLIP EACH TRUSS m 4 (D SEE W/ 2 12D NAILS EACH END TO OVERLAP TRUSS BRACING (SEE ROOF PLAN `` 5r MINIMUM 2"x4" "DIAGONAL SPACED PLAN � TRUSS TOP CHORD AT LEAST ONE TRUSS SPACE FOR TYPE) PRE-ENGINEERED 6" OVERLAP � CROSSBRACING AT 20'-0" O.C. MAX WOOD TRUSSES FRAME OUT TO , (SEE PLAN FOR MIN 2X4 BLOCKING TYP. BLOCK EDGE BLOCKING BETWEEN TRUSSES LOCATION (2) 2x #2 SYP , t A TRUSS SECT.. A -A G.T SEE PLAN FOR EXTERIOR SHEATHING BEAM SIZE ` ADD MIN 2X4 /ALONGSIDE ATTACHED PER NAILING TOP CHORD WHEN REQ'D SCHEDULE TB13 2x SPF #2 TO PREVENT PLYWOOD JACK SPAN FROM EXCEEDING RUSS HIP AT 16" O.C. MINIMUM (2)16d MAX 24" SPAN (EITHER G.TPER 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 (2)12d NAILS FOR NAILING X -BRACING - 2x4 SPF OR SYP AT 12" O.C. MAX AS REQUIRED3'''° CONTINUOUS BOTTOM CHORD BRACING 27x4" MIN. w/ 2-16d @ EACH TRUSS WEB TRUSS BRACING TBO1 CROSS BRACING DETAIL(TYP.)rT02 CROSS BRACING DETAIL(TYP).TB03 HIP/RIDGE BLOCKING DETAIL TB04 OVERLAP DETAIL TYP. F14 KNEEWALL @ENTRY FRONT WALL SCALE: 1/2"=1'-0" SCALE: 1/2" = V-0" SCALE: 1/2" = V-0" SCALE: 1/2" =1'-0" SCALE: 1/2"=1'-0" ' W • "3 Nwa+ z c 20'4" MAX 20'-0" MAXDROP GABLE END TRUSS & 2x OUT d " B03 DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR O.H. GREATER oWt - " LOOK RAFTERS FOR 0 H GREATER G.C. TO PROVIDE BLOCKING TO COMPLY W/ APA RECOMENDATIONS FOR SPAN RATING OF 7/16" OSB. *"ALTERNATE SPAN RATED MIN. 7/16" STRUCTURAL I OR 15/32" OSB/CDX 32/16 PLYWOOD MAY BE USED. (32/16 IS THE SPAN RATING. THE PLYWOOD THICKNESS IS 15/32") IF 15/32" IS USED THEN THE ALTERNATE BLOCKING IS w NOT REQUIRED AT HIP d SECTIONS _ NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINGEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MAY BE REQUIRED 2) "T" BRACING MAYBE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. 0 0 THAN 12 . ATTACH 2 x OUT LOOKER @ .��44.AA�� I III1/ z z SEE STRUCTURAL NOTES AND 24" O.C.TO TRUSS WITH MTS12 OR H2.5 THAN 12". ATTACH 2 x OUT LOOKER @ vva NAILING SCHEDULE FOR FOR O.H. 12" AND UNDER -SPACE 24" O.C.TO TRUSS WITH MTS12 OR H2.5 W w x � W� N m SHEATHING DETAILS n FOR O.H. 12" AND UNDER -SPACE OUTLOOKER BLOCKS @ 24 O.C. NO SEE STRUCTURAL z w STRAPS REQUIRED, NOTES AND NAILING OUTLOOKER BLOCKS @ 24" O.C. NO 0 a _J 77 xSCHEDULE FOR STRAPS REQUIRED. - 8d NAILS AT 4" O.C. STRUCTURAL SHEATHING DETAILS o o f C: ': r2' SHEATHING" OR �� " 8d NAILS AT 4" O.C. STRUCTURAL p `� C, R. e:• 32 is 2x4 SPF BLOCKING @PANEL„ LLQ'°ro 2x4 SPF BLOCKING PANEL SHEATHING 32 OR /s @ MIN. w/ 8d NAILS @ 3 EDGES w/ (2) 16d NAILS EA. END z d W oZ a." EDGES w/ (2) 16d NAILS EA. END " MIN. w/ 8d NAILS @ 3 a g o A Fry4•.„ o O.C. EDGE & 6 O.C. TO TRUSS. NAIL SHEATHING @ 4 N � °rs� .O a n . li TO TRUSS. NAIL SHEATHING @ FIELD 4" O.C. STAGGERED w/ 8d O.C. EDGE & 6 O.C. W J a rT , Q z- 4" 4 O.C. STAGGERED w/ 8d \ 2x4 L BRACE FOR GABLES FIELD o s (MIN 1 ST 4 BAYS) 2x4 L BRACE FOR GABLES MIN 1ST48AYS�� aa� ( ) 3 -0 TO 5'-1 1 TALL. 2x6 L S-0" TO 5'-11' TALL. 2x6 L p BRACE FOR GABLES 6'-0" 2x4 SPF CROSS BRACE \ '- " LL P W 2x4 SPF CROSS BRACE / AND TALLER. ATTACH L APPROX. X. " FROM RID E 0 BRACE FOR GABLES 6 0 as !-28 O 8 O G AND TALLER. ATTACH L v m 4 BRACE W/ 1 Od NAILS AT 4" 1 Q o g o APPROX. 8 FROM RIDGE O.C. C THEN 48 O.C. AFTER. NAIL BRACE W/ 10d NAILS AT 4" O WEl Q q THEN 48" O.C. AFTER. NAIL GABLE TRUSS w/ (3) 10d @ EACH END & @ O.C. W ' d 0000Nasaamnw (7 w/ (3) 10d @ EACH END & @ \ CROSSING AT 45°ANGLE: GABLE TRUSS ae CROSSING AT 450ANGLE. NAIL TOP OF "T' TOOF n n GABLE TRUSS w/ (2) (NOT REQ D WHEN GABLE IS NAIL TOP OFT TO o " (NOT REQ'D WHEN GABLE IS 4'-1" OR SHORTER) GABLE TRUSS W/ (2)-12d 4'-1" OR SHORTER / 12d & (1) SIMPSON H8 \ & 1 SIMPSON H8 W/ 10 0 a ) w/ (10) 1 O x 11/2" CONT. 2x4 SPF SPANNING (4) � O ( ) 10d X 1 2° NAILS d CONT. 2x4 SPF SPANNING (4) NAIL GABLE TRUSS TO TRUSS BAYS (8 FT) NAILED Q TRUSS BAYS (8 FT) NAILED TOP PLATE w/ 16d TO 2x4 BLOCKING @ 4" O.C. a " n W/ 12d & (2) (MIN Soo BAYS SIMPSON'HGA10 � TO 2x4 BLOCKING @ 4 O.C. NAILS @ 4 O.C. @ 48 O.C. ------ 0 z W/ 12d & (2) 12d TO CHORD 2x$ P.T. PLATE %2" x 8" ANCHOR BOLT ( ) w/ (8) 4 x 12 SDS WOOD 48" O.C. MIN 2x4 SPF BLOCKING i 1— U (MIN 1ST 4 BAYS) @ SCREWS GABLE END TO � LLQ 4 BAYS BETWEEN TRUSSES @ TOP PLATE/BEAM _ CC 2x4 SPF BLOCKING KNOCK OUT COURSE FRAME WALL OR BEAM cn m 48 O.C. MAX 4 BAYS BELOW SEE PLAN to BETWEEN TRUSSES @ MASONRY WALL � 48" O.C. MAX z TOP & BOTTOM CHORD GABLE END BRACING @ 4�-0" O.C. MAX. FOR (GE01 GABLE END BRACING G E05 GABLE END BRACING FIRST (4) ROWS OF TRUSSES SEE GABLE END DETAILS FOR MORE INFO W SCALE 1/2^ = 1' o SCALE: 1/2'= 1'-D rTBO5� � � RSCALEQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN a z J o O ce) m W B(2)- 2x TOP PLATE MIN. 7/16" STRUCTURAL I OR J —,/ LO z BEYOND 15/32" OSB/CDX SHEATHING I LL N TRUSS .COTES: MIN. 7/16" STRUCTURAL I OR 15/32" OSB/CDX >< W, 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 SHEATHING YEMlt- RD BLOCKING @ ALL = U1 SHEATHING ma COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD "X BR D CIN TAI S TB E 01 C 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 q % ,� BRACING , ON BO4 INU US x4 BOT'romCHC IN. EE D LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. ,w w 2. ALL BRACING DB,CB,BB SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING ( ) SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. PROVIDE BLOCKING AS REQUIRED PER Ric GE o� o x 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. SECTION X -X IF a a 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. NOT FULL HEIGHT SHEET C 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. x E 2x STUDS w w BEYOND. SEE PLAN o 0 z LL )- p N TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH —71 Ga FLOOR SYST M CONY. FRAMED RIDGE MAY DIRECTION TYP. U.N.O. BE NAILED w/ MIN. (4)12d 2x8 BLKING. NAILED @ EACH VERTICAL SCAB 2 x R.01 SPF o� o� w 0 0 THAN 12 . ATTACH 2 x OUT LOOKER @ .��44.AA�� I III1/ z z SEE STRUCTURAL NOTES AND 24" O.C.TO TRUSS WITH MTS12 OR H2.5 THAN 12". ATTACH 2 x OUT LOOKER @ vva NAILING SCHEDULE FOR FOR O.H. 12" AND UNDER -SPACE 24" O.C.TO TRUSS WITH MTS12 OR H2.5 W w x � W� N m SHEATHING DETAILS n FOR O.H. 12" AND UNDER -SPACE OUTLOOKER BLOCKS @ 24 O.C. NO SEE STRUCTURAL z w STRAPS REQUIRED, NOTES AND NAILING OUTLOOKER BLOCKS @ 24" O.C. NO 0 a _J 77 xSCHEDULE FOR STRAPS REQUIRED. - 8d NAILS AT 4" O.C. STRUCTURAL SHEATHING DETAILS o o f C: ': r2' SHEATHING" OR �� " 8d NAILS AT 4" O.C. STRUCTURAL p `� C, R. e:• 32 is 2x4 SPF BLOCKING @PANEL„ LLQ'°ro 2x4 SPF BLOCKING PANEL SHEATHING 32 OR /s @ MIN. w/ 8d NAILS @ 3 EDGES w/ (2) 16d NAILS EA. END z d W oZ a." EDGES w/ (2) 16d NAILS EA. END " MIN. w/ 8d NAILS @ 3 a g o A Fry4•.„ o O.C. EDGE & 6 O.C. TO TRUSS. NAIL SHEATHING @ 4 N � °rs� .O a n . li TO TRUSS. NAIL SHEATHING @ FIELD 4" O.C. STAGGERED w/ 8d O.C. EDGE & 6 O.C. W J a rT , Q z- 4" 4 O.C. STAGGERED w/ 8d \ 2x4 L BRACE FOR GABLES FIELD o s (MIN 1 ST 4 BAYS) 2x4 L BRACE FOR GABLES MIN 1ST48AYS�� aa� ( ) 3 -0 TO 5'-1 1 TALL. 2x6 L S-0" TO 5'-11' TALL. 2x6 L p BRACE FOR GABLES 6'-0" 2x4 SPF CROSS BRACE \ '- " LL P W 2x4 SPF CROSS BRACE / AND TALLER. ATTACH L APPROX. X. " FROM RID E 0 BRACE FOR GABLES 6 0 as !-28 O 8 O G AND TALLER. ATTACH L v m 4 BRACE W/ 1 Od NAILS AT 4" 1 Q o g o APPROX. 8 FROM RIDGE O.C. C THEN 48 O.C. AFTER. NAIL BRACE W/ 10d NAILS AT 4" O WEl Q q THEN 48" O.C. AFTER. NAIL GABLE TRUSS w/ (3) 10d @ EACH END & @ O.C. W ' d 0000Nasaamnw (7 w/ (3) 10d @ EACH END & @ \ CROSSING AT 45°ANGLE: GABLE TRUSS ae CROSSING AT 450ANGLE. NAIL TOP OF "T' TOOF n n GABLE TRUSS w/ (2) (NOT REQ D WHEN GABLE IS NAIL TOP OFT TO o " (NOT REQ'D WHEN GABLE IS 4'-1" OR SHORTER) GABLE TRUSS W/ (2)-12d 4'-1" OR SHORTER / 12d & (1) SIMPSON H8 \ & 1 SIMPSON H8 W/ 10 0 a ) w/ (10) 1 O x 11/2" CONT. 2x4 SPF SPANNING (4) � O ( ) 10d X 1 2° NAILS d CONT. 2x4 SPF SPANNING (4) NAIL GABLE TRUSS TO TRUSS BAYS (8 FT) NAILED Q TRUSS BAYS (8 FT) NAILED TOP PLATE w/ 16d TO 2x4 BLOCKING @ 4" O.C. a " n W/ 12d & (2) (MIN Soo BAYS SIMPSON'HGA10 � TO 2x4 BLOCKING @ 4 O.C. NAILS @ 4 O.C. @ 48 O.C. ------ 0 z W/ 12d & (2) 12d TO CHORD 2x$ P.T. PLATE %2" x 8" ANCHOR BOLT ( ) w/ (8) 4 x 12 SDS WOOD 48" O.C. MIN 2x4 SPF BLOCKING i 1— U (MIN 1ST 4 BAYS) @ SCREWS GABLE END TO � LLQ 4 BAYS BETWEEN TRUSSES @ TOP PLATE/BEAM _ CC 2x4 SPF BLOCKING KNOCK OUT COURSE FRAME WALL OR BEAM cn m 48 O.C. MAX 4 BAYS BELOW SEE PLAN to BETWEEN TRUSSES @ MASONRY WALL � 48" O.C. MAX z TOP & BOTTOM CHORD GABLE END BRACING @ 4�-0" O.C. MAX. FOR (GE01 GABLE END BRACING G E05 GABLE END BRACING FIRST (4) ROWS OF TRUSSES SEE GABLE END DETAILS FOR MORE INFO W SCALE 1/2^ = 1' o SCALE: 1/2'= 1'-D rTBO5� � � RSCALEQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN a z J o O ce) m W B(2)- 2x TOP PLATE MIN. 7/16" STRUCTURAL I OR J —,/ LO z BEYOND 15/32" OSB/CDX SHEATHING I LL N TRUSS .COTES: 4 FT. C W O 2 Q 4 FT. 0 O I- L.L 2 o W O 2 O N. c7 5 FT. 4 FT. O J M U = 5 FT. 4 FT. a2 O O W LL O Q a Q m W W i x U) 3 � 1 4) 0 1 O Z LU 2 a P O 4 FT. _q .� a 0 00 � � J 0 a 4 FT. = 2 2 W LL 4 FT. a3 z UJ�I F Cn 0ROOF NAILING ZONE DIAGRAM a WHEN IT LANDS NEXT TO SIDE w/ (3)12d NAILS WHEN F 48" O.C. W/ (4)1 i0d TOP & PLYWOOD W LL SHEATHING2x4 P.T. BASE W PRE -ENG. TRUSS REQUIRED w/ (2) MTS12'S BOTTOM OR H5 OR HCO LR/LL IN 2x RIBBON A PLATE BEYOND _ PLACE OF 4 10d OR VERTICAL HORIZONTAL SEE PLAN p * TRU S BLOCKING WALL ELEVATION DIAGRAM AT ALL PANEL BLOCKING COLLAR TIE EVERY 3rd LOCATIONS MIN 2 X4 #2 RAFTER BETWEEN SPF TURNED VERTICAL W/ ROOF NAILING SCHEDULE: .Ic�c FLOOR " ..5.. =NAIL 3/8" n d 05 -27 -15 -FIELD C 2X4 SPF W/ (2) #`7X3-1/2 gSEE SYSTEM 3/8 7/16 FLITCH PLATE TO W/ tpt REV. WOOD SCREW EACH TRUSS SE�TION SPACING (2)12d TOENAILS EA. END. NAILING ZONES (SHINGLE AND TILE B -NAIL FLITCH PLATE TO „ „ W TB OR H5 @ 48 O.C. OR MTS12 / o o ZONE 1: 8d RING SHANK NAILS @ 6 O.C. ON EDGE AND 6 O.0 IN FIELD > D LSTA12 TO TRUSS BELOW 1/2" VERTICAL W/ (4) 8d NAILS z SEE PLAN PLATE TOP S 3/4" S 1/2" ZONE 2:8d RING SHANK NAILS 0 6" O.C. ON EDGE AND 6" O.0 IN FIELD PRE -ENG. TRUSS BEVEL CUTS!!FDOUBLE ONT. 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. SEE PLAN 0 0 " z t i t I e : 2X4 AS SHOWN S (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK C DIAGONAL 3 TO 4 TRUSS ALTERNATE 1/2" (2) 8d NAILS @ NAILS} 0 AT 8'-0" WooD 4, 2x8#2 SYP RIDGE BEAM SPACES DIRECTION SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACENG vERT�CAL BLOCKING 3" O.C. NOTE: MAX TRUSS *4c 2x6 RAFTERS @ 2'-0"O.C. TRUS STAGGERED MAX. w/ 3 10d COMMON 0 NAIL AT BASE 2ROWS 3" O.C. W/8d COMMON NAIL ROOF SHEATHING: (APA RATED EXPOSURE 1)1/2" PLYWOOD z O @ SECTION M TILE OR 7/16" OSB MIN. TOENAILS TO RIDE BEAM (TILE) (SHINGLES) SPAN RATED 24/16 project n o. 2014433.02 W CONC. MASONRY TRU (2)-12d NAILS © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL ° checked: AB/EA TO EA. TRUSS SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH a 2X4 CONT. D STEEL OR WOOD © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO m drawn: T & B CHORD BEARING SUPPORT DOUBLE O STUD AND OR BLOCKING AT ALL EDGES. �v�LU� NAIL INT. AT 6" O.C. W/8d COMMON NAIL NC r r date: 04-15-15 A -A ALTERNATE BLOCKING TOP PLATE N STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. 5�FO scale: DETAIL @ INTERIOR BEARING SECTION B -B Wi8d COMMON NAIL 2 0 PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER-qr�7"...�` 0 TN (2) 8d NAILS @ B06 BLOCKING / CONV. FRAME DETAILS W1 8d AILS @ NAILS @4"O.C. 3" O.C. TO EACH TRUSS END OR @VERTICAL Ti 13 WALL SHEATHING INSTALL & NAILING SCHED. _ © Q 1 SCALE: 3/4" =1'-0" MEMBER IF GABLE END SCALE: N.T.s. } NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" IL 0 U The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. MIN. 7/16" STRUCTURAL I OR 15/32" OSB/CDX SOLID 2x w o 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 SHEATHING BLOCKING @ ALL = U1 SHEATHING ma COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD G C 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 EDGES (SEE SECTION X -X) O z OPENING CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IIN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A D LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. ,w w 2. ALL BRACING DB,CB,BB SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING ( ) SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. PROVIDE BLOCKING AS REQUIRED PER C x 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. SECTION X -X IF a a 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. NOT FULL HEIGHT SHEET C 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. x E 2x STUDS w w BEYOND. SEE PLAN o 0 z LL )- p N TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH Ga FLOOR SYST M CONY. FRAMED RIDGE MAY DIRECTION TYP. U.N.O. BE NAILED w/ MIN. (4)12d 2x8 BLKING. NAILED @ EACH VERTICAL SCAB 2 x R.01 SPF 4 FT. C W O 2 Q 4 FT. 0 O I- L.L 2 o W O 2 O N. c7 5 FT. 4 FT. O J M U = 5 FT. 4 FT. a2 O O W LL O Q a Q m W W i x U) 3 � 1 4) 0 1 O Z LU 2 a P O 4 FT. _q .� a 0 00 � � J 0 a 4 FT. = 2 2 W LL 4 FT. a3 z UJ�I F Cn 0ROOF NAILING ZONE DIAGRAM a WHEN IT LANDS NEXT TO SIDE w/ (3)12d NAILS WHEN F 48" O.C. W/ (4)1 i0d TOP & PLYWOOD W LL SHEATHING2x4 P.T. BASE W PRE -ENG. TRUSS REQUIRED w/ (2) MTS12'S BOTTOM OR H5 OR HCO LR/LL IN 2x RIBBON A PLATE BEYOND _ PLACE OF 4 10d OR VERTICAL HORIZONTAL SEE PLAN p * TRU S BLOCKING WALL ELEVATION DIAGRAM AT ALL PANEL BLOCKING COLLAR TIE EVERY 3rd LOCATIONS MIN 2 X4 #2 RAFTER BETWEEN SPF TURNED VERTICAL W/ ROOF NAILING SCHEDULE: .Ic�c FLOOR " ..5.. =NAIL 3/8" n d 05 -27 -15 -FIELD C 2X4 SPF W/ (2) #`7X3-1/2 gSEE SYSTEM 3/8 7/16 FLITCH PLATE TO W/ tpt REV. WOOD SCREW EACH TRUSS SE�TION SPACING (2)12d TOENAILS EA. END. NAILING ZONES (SHINGLE AND TILE B -NAIL FLITCH PLATE TO „ „ W TB OR H5 @ 48 O.C. OR MTS12 / o o ZONE 1: 8d RING SHANK NAILS @ 6 O.C. ON EDGE AND 6 O.0 IN FIELD > D LSTA12 TO TRUSS BELOW 1/2" VERTICAL W/ (4) 8d NAILS z SEE PLAN PLATE TOP S 3/4" S 1/2" ZONE 2:8d RING SHANK NAILS 0 6" O.C. ON EDGE AND 6" O.0 IN FIELD PRE -ENG. TRUSS BEVEL CUTS!!FDOUBLE ONT. 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. SEE PLAN 0 0 " z t i t I e : 2X4 AS SHOWN S (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK C DIAGONAL 3 TO 4 TRUSS ALTERNATE 1/2" (2) 8d NAILS @ NAILS} 0 AT 8'-0" WooD 4, 2x8#2 SYP RIDGE BEAM SPACES DIRECTION SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACENG vERT�CAL BLOCKING 3" O.C. NOTE: MAX TRUSS *4c 2x6 RAFTERS @ 2'-0"O.C. TRUS STAGGERED MAX. w/ 3 10d COMMON 0 NAIL AT BASE 2ROWS 3" O.C. W/8d COMMON NAIL ROOF SHEATHING: (APA RATED EXPOSURE 1)1/2" PLYWOOD z O @ SECTION M TILE OR 7/16" OSB MIN. TOENAILS TO RIDE BEAM (TILE) (SHINGLES) SPAN RATED 24/16 project n o. 2014433.02 W CONC. MASONRY TRU (2)-12d NAILS © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL ° checked: AB/EA TO EA. TRUSS SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH a 2X4 CONT. D STEEL OR WOOD © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO m drawn: T & B CHORD BEARING SUPPORT DOUBLE O STUD AND OR BLOCKING AT ALL EDGES. �v�LU� NAIL INT. AT 6" O.C. W/8d COMMON NAIL NC r r date: 04-15-15 A -A ALTERNATE BLOCKING TOP PLATE N STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. 5�FO scale: DETAIL @ INTERIOR BEARING SECTION B -B Wi8d COMMON NAIL 2 0 PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER-qr�7"...�` 0 TN (2) 8d NAILS @ B06 BLOCKING / CONV. FRAME DETAILS W1 8d AILS @ NAILS @4"O.C. 3" O.C. TO EACH TRUSS END OR @VERTICAL Ti 13 WALL SHEATHING INSTALL & NAILING SCHED. _ © Q 1 SCALE: 3/4" =1'-0" MEMBER IF GABLE END SCALE: N.T.s. } NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" IL 0 U The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. SOLID 2x w o F BLOCKING @ ALL = U1 SHEATHING ma G C EDGES (SEE SECTION X -X) O z OPENING ,w w C x a a x E 2x STUDS w w BEYOND. SEE PLAN o 0 z LL )- p N U_ 4 FT. C W O 2 Q 4 FT. 0 O I- L.L 2 o W O 2 O N. c7 5 FT. 4 FT. O J M U = 5 FT. 4 FT. a2 O O W LL O Q a Q m W W i x U) 3 � 1 4) 0 1 O Z LU 2 a P O 4 FT. _q .� a 0 00 � � J 0 a 4 FT. = 2 2 W LL 4 FT. a3 z UJ�I F Cn 0ROOF NAILING ZONE DIAGRAM a WHEN IT LANDS NEXT TO SIDE w/ (3)12d NAILS WHEN F 48" O.C. W/ (4)1 i0d TOP & PLYWOOD W LL SHEATHING2x4 P.T. BASE W PRE -ENG. TRUSS REQUIRED w/ (2) MTS12'S BOTTOM OR H5 OR HCO LR/LL IN 2x RIBBON A PLATE BEYOND _ PLACE OF 4 10d OR VERTICAL HORIZONTAL SEE PLAN p * TRU S BLOCKING WALL ELEVATION DIAGRAM AT ALL PANEL BLOCKING COLLAR TIE EVERY 3rd LOCATIONS MIN 2 X4 #2 RAFTER BETWEEN SPF TURNED VERTICAL W/ ROOF NAILING SCHEDULE: .Ic�c FLOOR " ..5.. =NAIL 3/8" n d 05 -27 -15 -FIELD C 2X4 SPF W/ (2) #`7X3-1/2 gSEE SYSTEM 3/8 7/16 FLITCH PLATE TO W/ tpt REV. WOOD SCREW EACH TRUSS SE�TION SPACING (2)12d TOENAILS EA. END. NAILING ZONES (SHINGLE AND TILE B -NAIL FLITCH PLATE TO „ „ W TB OR H5 @ 48 O.C. OR MTS12 / o o ZONE 1: 8d RING SHANK NAILS @ 6 O.C. ON EDGE AND 6 O.0 IN FIELD > D LSTA12 TO TRUSS BELOW 1/2" VERTICAL W/ (4) 8d NAILS z SEE PLAN PLATE TOP S 3/4" S 1/2" ZONE 2:8d RING SHANK NAILS 0 6" O.C. ON EDGE AND 6" O.0 IN FIELD PRE -ENG. TRUSS BEVEL CUTS!!FDOUBLE ONT. 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. SEE PLAN 0 0 " z t i t I e : 2X4 AS SHOWN S (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK C DIAGONAL 3 TO 4 TRUSS ALTERNATE 1/2" (2) 8d NAILS @ NAILS} 0 AT 8'-0" WooD 4, 2x8#2 SYP RIDGE BEAM SPACES DIRECTION SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACENG vERT�CAL BLOCKING 3" O.C. NOTE: MAX TRUSS *4c 2x6 RAFTERS @ 2'-0"O.C. TRUS STAGGERED MAX. w/ 3 10d COMMON 0 NAIL AT BASE 2ROWS 3" O.C. W/8d COMMON NAIL ROOF SHEATHING: (APA RATED EXPOSURE 1)1/2" PLYWOOD z O @ SECTION M TILE OR 7/16" OSB MIN. TOENAILS TO RIDE BEAM (TILE) (SHINGLES) SPAN RATED 24/16 project n o. 2014433.02 W CONC. MASONRY TRU (2)-12d NAILS © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL ° checked: AB/EA TO EA. TRUSS SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH a 2X4 CONT. D STEEL OR WOOD © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO m drawn: T & B CHORD BEARING SUPPORT DOUBLE O STUD AND OR BLOCKING AT ALL EDGES. �v�LU� NAIL INT. AT 6" O.C. W/8d COMMON NAIL NC r r date: 04-15-15 A -A ALTERNATE BLOCKING TOP PLATE N STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. 5�FO scale: DETAIL @ INTERIOR BEARING SECTION B -B Wi8d COMMON NAIL 2 0 PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER-qr�7"...�` 0 TN (2) 8d NAILS @ B06 BLOCKING / CONV. FRAME DETAILS W1 8d AILS @ NAILS @4"O.C. 3" O.C. TO EACH TRUSS END OR @VERTICAL Ti 13 WALL SHEATHING INSTALL & NAILING SCHED. _ © Q 1 SCALE: 3/4" =1'-0" MEMBER IF GABLE END SCALE: N.T.s. } NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" IL 0 U The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. t -T-00 WI_� g �LLI C-4 00 r?Nc, c W 00 0000 LL :3 SEE TRUSS PLAN " � c WHEN REQ'D RECESSED NOTE: MAY CUT BACt 2x$ PRE -CAST LINTEL FOR CONNECTION 2"x TOP PLATEO 1/4" MIN. SPACE � c a � 'gin P.T. @ TOP TO ALLOW CONT. SEE WF09 FOR ADDITIONAL (3) 16d COMMON STRUCTURAL SHEATHING FRAME OUT TO ca s MASONRY WALL SE 2x4 BLOCKING AROUND CURVE. HEADER INFO NAILS(TYP) ATTACHED PER NAILING BLOCK EDGE " cf) PLAN MIN. 2 TITEN ANCHORS TO 2x8 SCHEDULE TB13/D2 HEADERgL VARIES W/ ' ' ° (SEE PLAN) HEADER PER ROOF SLOPE 2 x 4 #2 SPF KNEEWALL WITH 2x8 W/ (2)16d LOCATION .�� STUDS @ 16" O.C. W/ TOE NAILS EACH END WOOD WALL OR STRUCTURAL SHEATHING ON r„ 7/16" OSB W/ 6d 7/16 O.S.B. EA. SIDE 7/16" OSB W/ 6d T TRUSS. SEE PLAN 2X4 CONT. W/ (2) 16d BOTH SIDE FROM TOP OF WALL 2"x STUD @ � ' NAILS @ 16" O.C. NAILS 16 O.C. COMMONS NAILS TO BOTTOM OF BEAM, ATTACHED 24" O.C. MAX.;,;. LINTEL TO SIDE &TOP NAILER 2X BLK'G. TO SIDE &TOP NAILER EACH STUD TYP. @ 16" PER NAILING SCHEDULE. (2) 2 x BEAM SEE (SEE PLAN) TO O.S.B. O.C. MAX TO WALL OR PLAN FOR SIZE AND 7/16" O.S.B. 2x4 SPF CONTINUOUS 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 BLK'GNAILS. SEE DETAIL ABOVE 2x4 SPF CONTINUOUS TO O.S.B. BLOCKING ATTACHED UT UBEYOND 2x B ILD -0 W/ 2 - 8d 2x BUCKS SEE MS11 TO 7/16" OSB W/ (2) 8d TRUSS OR ROOF SYSTEM � r ��_ •4 EA. END FOR MORE INFO NAILS. SEE DETAIL ABOVE EDGE VIEW 7'-0" MAX WINDOW OR WINDOW ORDOOR OPN'G DOOR OPNG F01 DET. @ARCH WINDOW FRAMING F02 DET" ARCH WINDOW FRAMING (LD02 SHEAR TRANSFER EXT. WALL (WF38 KNEEWALL ENTRY FRONT WALL TYPICAL INTERIOR o - 1/2"=1-0 1/2�_ _� SCALE: 3/16"=1-0" SCALE: 3/4"=1-0" SCALE: F NON-BEARING , 4f,02— - �• .y SCALE: SCALE: 3/4"=1'-0" ATTACHMENT REQUIREMENT q 3 SIZE TAPCONS SPACING # ROWS i '�� CIM N01 M o 2x4 3/16"X3" 12" O.C. 1 2x6 3/16"X3" 12" O.C. 2 NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER STRUCTURAL SHEATHING z z a M H _� _ � w � ••r s �� " HEADER SCHEDULE THEN ATTACHED � � o � •�;� � x `0 2 X 8 3/16 X 3 12 O.C. 2 NOTE: TAPCONS TO BE 6" FROM ENDS � 50 0p ADDITIONAL KINGS 2x CRIPPLES @ 16"o.c. W/ SIMPSON SP2 TYP. TOP AS REQUIRED SEE SCHEDULE CLIP EACH TRUSS {SEE ROOF PLAN FOR TYPE) �� MIN. 2 X 6 #2 SYP P.T. W/ 1/2 J BOLT W/ O w o o U ti. � o � � �'`• .. cp k� ,`�t�� a m 5 FASTENING OF WINDOW TO BUCK RESPONSIBILITY RO AND BOTTOM IF HEADER FRAME OUT TO _ SIMPSON BPS1/2-3 WASHER OR EQUIVALENT " " t� Z LL o o $ l o A OF WINDOW MANUFACTURER. ;0 00 IS NOT FLUSH AGAINST TOP PLATE�� 2 -ROWS 12d NAILS BLOCK EDGE AS REQD ' W/ CUT WASHER @ 32 O.C. (MIN 6 EMBEDMENT ) _ o °z �*' aN- W R F r •-,-.. *WHEN STUD LENGTH IS STAGGERED @ 12 OIC EACH FACE OR 3 -ROWS 12d NAILS v zr 1" 2 211�1 1 1g LESS THAN 12" USE STAGGERED @ 12" O/C FOR 2x TOP FRAMER TO PROVIDE _._ SECTION A -A IS REQUIRED FOR LSTA30 STRAPS AT EACH STUD WRAPPED OVER 2"00" OR GREATER HEADER P2LATE SLOT FOR EMBEDDED PLANS IN ST JOHN COUNTY THAT o m z R w vU G Q TOP PLATE 8 NAILED TO HEADER EACH SIDE W/ 11 EXTERIOR SHEATING ATTACHED PER NAILI�OF STRAP TO SLIDE THRU AND BE NAILED TO TRUSS - HAVE A SECOND FLOOR/BONUS ROOM FOR REQUIRED SILL PLATE. p W W ❑ PRECAST -10d NAILS DOUBLE 2x#2 S.Y.P. HEADER W/ 1/2" SCHEDULE FROM TOP KNEEWALL TO BOTTOM -' - - d a E g N LINTEL HLITCH PLATE EADER SCHEDUbLE FOR(U.N.O.) SEE OTHERWISE SP2 CLIPS AT TOP Qo�oscwnnMb LU (2) 2X P.T.CONNECTION KSO.S.B. ATTACH JAMB STUDS PER WF37/03 INFORMATION AND SP1 CLIPS AT BASE ARE REQUIRED. PRE-ENGINEERED SECTION A -A WOOD TRUSSES W ��FILLING 1B/2 AND BLOCKING AS 2x#2 SYP P.T. BETWEEN DOUBLE 2x REQUIRED FASTENED TO MIN 2 x 4 #2 SPF BATT OR BLOWN d (2) 2 x 4 LAMINATIONS W/ (1) (3) 2 x4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) CRIPPLE STUD HEADER W/ 2 O ROWS OF TOP KNOCK AT 16" O.C. INSULATION (SEE ARCH) W ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS TYPICAL (U.N.O.) 12d @ 16" O/C UNLESS NOTED OTHERWISE OUT COURSE --------__,,SEE 4. PLAN TRUSS ANCHOR (SEE PLAN) �. (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) FIBERGLASS SHINGLES W 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:%" THREADED ROD EACH SIDE OF 1/2" X 8" ANCHOR BOLT OR TITEN HD W/ ELEVATIONS _ 0 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4 -PLY, PROVIDE 1/4"DIA. x51/2" HEADER (CENTERED Win TOP PLATE OR //-6" @ 32" O.C. & 6" ROOFING FELT ; OPPOSITE SIDES OF THE COLUMN, LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) Op X00 FROM JAMB STUDS) w/ MIN 6" EMBEDMENT INTO FOUNDATION SEE FROM EA. END APA RATED STRUCTURAL SHEATHING STIR. NOTES LL FASTEN PT 2X NAILER " 2) ALL NAILS PENETRATE AT LEAST 3/4 OF FNS R ** HOLD DOWN CONNECTIONS NO BRG WALL SCHEDULE FOR MORE INFO - CMU WALL BOARD (SEE _ FASTENED TO TRUSSES PER ILLp 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 2x BEARING PLATE IS ONLY ROOF NAILING SCHEDULE) w E 1/4" x 41/2" TAPCONS. SEE USE 1/4" x4.1/2" TAPCONS SEE USE F21 KN EEWALL ENTRY REQUIRED FOR PLANS IN ST METAL DRIP EDGE Z J OTHER NOTE FOR SPACING OTHER NOTE FOR SPACINGM JOHN COUNTY THAT HAVE A 2x6 SUB FASCIA w/ ALUM z o O REQUIRED F09 WALL HEADER DETAIL 5:,,Z"=, °" SECOND FLOOR/BONUS ROOM - WRAP W v m ZX BUCK DETAILSCALE. �+ �F3STANDARD NAILING FOR BUILT UP COLS. „_ , �, REEU RED sNLPLATE. A -A FOR Q CONT. ENTEDALUM. So _LS11 Z 1/2 -1-0 3 �y SCA,LE:3/4"=1'-0^ SCALE: 1/2" =1'-0" /4 P.T. NAILER K.O. COARSE w/ (1) #5 CONT. p ryZ %2" DRYWALL CURTAIN NAILER 1x4 P.T. @ w/ 3000 PSI CONCRETE { PRECAST "U" LINTEL LINTEL PLAN FOR oc p 0 Q C� SIMPSON HUC410 WINDOWS '1x8 P.T. @ S.G.D. ( (SEE MORE INFO) � p C C 0 DOUBLE 2x4 H TOP PLATE 2x4 ON TOP BUCKET SEE ROOF PLAN FOR MORE INFO PSI LOCATIONS SHOWN 00 F 01 PROVIDE CONC. ALL W 0 OF 2x8 TO BLOCK OUT 2 ROWS 10d @ SEE ROOF PLAN SEE STRUCTURAL NOTES AND ON FOUNDATION & FLOOR PLANS CV TOP PLATE ATTACH w/ 3" O.C. FOR BEAM SIZE & NAILING SCHEDULE FOR (4)12d. NAILS o = (� (2) 10d NAILS O.C. (SOLID BLOCKw/2x6) CONNECTION INFO SHEATHING DETAILS A. END MARBLE STOOL ( ALUMINUM WINDOW SEE ° MM1 q8, 1x2 P.T. FURRING ' ARCH. III� Q W 2x4 STUDS 4f, SEE FLOOR PLAN FOR SEE FLOOR PLAN FOR 1/2" OSB FLITCH PLATE REQ'D WHEN INDICATED ON R- VALUE PER ENERY = r PER PLAN COLUMN SIZE & BASE CONNECTION INFO COLUMN SIZE & BASE CONNECTION INFO ONLY BEAM SCHEDULEIPLAN ° CALCULATIONS FOR FOIL PRECAST CONCRETE FLUSH SILL B z I -- —TOP SPLICE ^ OPTION A p O PT I O N B I NSUL. ON EXT. BLOCK WALL I 2x4 BEYOND DOUBLE 2x8 1/2" OSB FLITCH PLATE REQ'D 1x4 P.T. BASE NAILER 8x8x16 CONCRETE BLOCK a AGAINST 2x8 TOP PLATTE ONLY WHEN INDICATED ON SEE EXTERIOR STUDS BEAM SCHEDULE/PLAN WOOD BASE ELEVATIONS I W AT ALL EXTERIOR CONDITIONS 2x8 STUDS ATTACH 2X STUDS TO TOP PLATE W/ (4) PER PLAN 16d NAILS (2 ON EA. SIDE) TYP A COMMON B M �+T Q " TO POST ' `TTAC H M E N T 2X4 SPF BLOCKING 48" O.C. MAX.w/ CONC. SLAB (SEE FND. PLAN FOR MORE INFO) y FTG. DOWEL #5 DIA. REBAR 7" IN FOOTING. EXTEND 25" (ACI 530) ABOVE SLAB. ALL LOCATIONS (SIM. w/ 2x6 STUDS) 2x4 w/ 2 ROWS OF SCALE: 3/4"=1'-0" @ 2X4 BRACE 2 16d END NAILS O ON CENTER 4'-0" ---\�`y. T/SLAB F.F. SHOW ON FOUNDATION PLAN oc EACH END _ 10d NAILS @ 3" O.C. j TOP PLATE TRANSITION PIPE OR DUCT W/ -- III_ :I L GRADE PENETRATION THRU A A ...,III .._..III _;._ ,-III -III w.WIJ TOP PLATE w/ MORE SEE PLAN FOR I - III i I I I I, THAN 50% OF TOP PLATE WIDTH INSTALL -�_� _;_ � � _ .- �. __. SEE ROOF PLAN c TOP OF BEAM FOR BEAM SIZE &05 ;=� , , .=- .. III III :: SIMPSON PSPN516Z DOUBLE 10d CONNECTION INFO. I—J11 IIi III_mml' 0 � ?-15-FIELD REVqL 2 _I W/ (12) 16d NAILS TYP. TOP SPLICETRUSSES -- TOP & BOTT. 2 ROWS 10d .. v W W @ 3" O.C. 8 • M7�1! SEE FLOOR PLAN FOR ° ° °° r,- SEE FOUNDATION title: , COLUMN SIZE &BASE PLAN/D1 FOR p AT ALL EXTERIOR CONDITIONS BOTTOM SPLICE OVER STUD CONNECTION INFO T " 1/2 GAP - SIMPSON HGMA 1.0 @ 4'-0" STEM/MONO m ATTACH 2x s-ruDs To TOP PLATE W1 (4) 16d NAILS 2 ON EA. SIDE TYP O.C. MAX. OR SIMPSON 1s '- �� S01 TYP. WALL FOUNDATION INFO SECTION CONC. BLOCK � _ ( > o HETA /0@4 0 0-C m project no. 2014433"02 NOTE: a EXTERIOR INTERIOR SCALE: 314" = 1 _a. W ° checked: AB/EA PLATE LENGTHS MUST BE AT _ a LEAST 8'-0" LONG. TYPICAL SEE FOUNDATION m drawn : PLAN FOR MORE INFO _ 8" C.M.U. SEE r d a t e: 04-15-15 F/6lTOP PLATE SPLICE DETAIL PLAN FOR REINF. c°v scale: SCALE: 3(4"- 1'-0" KGR� COMMON BM. ATTACHMENT TB�4 NON-BRG. EXT. CMU WALL 15 • 14 ,OILD,N0 0 SCALE 3/4"=1'-0"SANFORE) 0 � SCALE: 1/2" = 1'-0" OA MIN1.`. 0 U The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. AAs' -1 ER The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. x 2nd FLOOR WALL w TOP & SID W 1- o T- 0 � p SEE SH07 / D4 FOR (2) 2x TOP PLATE BASE. CONTRACTOR MAY USE LSTA19 OR MTS12 @ W N ao N 8 4.0 ALL CONDITIONS SYP BLOCKING w/ SIMPSON BASE. SEE N FOR INDOW � 1 OR 2 PLY GIRDER / yFFT EXTERIOR SHEATHING FRO SOLID SHEATHING @ HU 24 22EA. END w/ (4} 0d & (2)0d WALL S CONT. BRG BRG ON TR SS STRAPIONS STUDS wEN LSTA18 @ 16" O.C. TO TRUSS BELOW) N N .0 0) U CO 00 TRUSS SEE PLAN FOR TOP WALL TO BOTTOM ,� , � U4 HEADER NAILS. UNDER WINDOW JAMBS USE (2) + _-% ti i. N -0 �' 1 OR 2 PLY GIRDER CONNECTION RIBBON ATACHEDPER TB13/D2 SyF� (2) 2x HEADER SEE 2ND 2x6 w/ HUC26-2 LOW ROOF TRUSS SEE TRUSS PLAN FOR CONNECTION INFO 2x BASE PLATE w/ (2) 12d NAILS @ 12" O.C. w/ c c a x y TRUSS (SEE PLAN FOR SEE PLAN FOR CONN. @ EACH SIDE OF WINDOW' FLOOR PLAN FOR MORE SIMPSON MTS12 OR LSTA18 TO BLOCKING mm CONNECTION) LOCATION �'` q r INFORMATION BELOW. NOT REQ'D IF STUD IS CONNECTED w/ " + CO m {3} - 2x #2 S.P.F. 3 2x #SPF" O (2) - 2x SPF TOP PLATE r 4 t� (2) 10d TOENAILS @ EA. END OF SILL MTS12 OR LSTA18 o STUDS w/ 10d @ 8" SIDE (2) - 2x SPF TOP PLATE STUDS w/ 10d @ ° �� (2) 8d NAILS @ 3 O.C.' (MAX OPENING WIDTH OF 4 FEET). IF PLYWOOD FLOOR ATTACH O.C. EACH U.N.O.ON PLANIMPSON �� 8 O.C. EACH MSTAM36 STRAP SIDE U.N.O.UNOON TO JAMB STUDS & OPENING IS GREATER THAN 4 FEET, BUT NOT EXCEEDING 6 FEET, A35 PER NAILING SCHEDULE Au, PLAN wl (10)10d TO STUDS & (8) FLOOR TRUSS BELOW CLIP IS TO BE INSTALLED TO EA. END, (1)-SIMPSON LSTA30 1/" x 2 Ya" TITEN SCREWS TO LINTEL COURSE. IF FLOOR ,. CONTACT EOR IF FLOOR 2x CRIPPLE AT EACH END OF FLOOR TRUSS SEE PLAN CENTERED TRUSSES ARE 20" TO 26"SEE TRUSS ISNOT Win 3" OF OPENING NAILED TO STUD PLAN DEEP CONTRACTOR TO JAMB STUDS ABOVE � PACK w/ 10d NAILS @ 8" O.C. LYWOOD SHEATHINGUSE SIMPSON MSTCM60 "°d LOW ROOF TRUSS SEE TRUSS PLAN FOR PER NAILING SCHEDULE TYPICAL STRAP w/(20) 16d SINKERS # PLYWOOD CONNECTIONS (IF TRUSS I$@CONT. B �G MASONRY WALL SEE PLAN i BLOCK WALL �� & (14)1/4 x 2-1/4 TAPCONS f „� PER NAILING ON MASONRY USE HETA16 24" O.C. i FLOOR TRUSS SEE PLAN ( INSTEAD OF MSTAM36 SCHEDULE FOR CONNECTION STRAP. INFORMATION) PLYWOOD SHEATHING�, 2x TOP & BOT. RIBBONS - �r, FLOOR GIRDER OR BEAM SEE PLAN FOR MORE INFO PROVIDE BLOCKING PER NAILING SCHEDULE SEPERATE SHEATHING UNDER WINDOW °,FOR MORE INFORMATION '° FB21 SECTION ENTRY P f - BELOW JAMBS FLOOR TRUSS SEE WS06 FLOOR TRUSSES SEE GIRDER/COL.CONN. @ FOR MORE INFO PLAN FOR LOCATION & SCALE: yr =1'-a' rSGO1DIRECTION 2nd FLOOR W/ HIGH BM TIE BEAM GIRDER/COL. MASONRY WALL SEE ° SL102 CONN. 2nd FLOOR PLAN SH01 HEADER CONN. 2nd FLOOR o SCALE: 1/2"= V-0" GABLE END FLOOR TRUSS SEE SCALE: 1/2" =1'-0" WS06/134 FOR49 SCALE: 1/7- 1'-a, CONNECTION INFO. (2)- 12d TOENAILS 1. z c z SEE DETAIL SH07/D4 SEE DETAIL SH07/D4 SIMPSON MSTA36 W/ (7)10d 2x4 TO TRUSS I FOR ALT. CONDITION ,� FOR ALT. CONDITION NAILS AND 4 Y" X 2 Y4, O a TOP 4 SyFF TITEIN (IF SCREWS ARE —S SIMPSON LSTA30 w/ (22) EXTERIOR SHEATHING FRO SIMPSON LSTA30 w/ (22) T NOT LINTEL COURSE OR FLOOR SYSTEM �+ , MIN (3) 2x #2 SPF STUDS 10d NAILS (MAY BE ANGLED UP TO 10°) TOP OF WALL TO BOTTOM 10d NAILS (MAY BE F�<< ANGLED UP TO 10°) INTO FILLED CELL USE Y4' X 1 3/a" TITENS MAX (2) SCREWS. SEE PLAN FOR ® z �; 2 @ END OF HEADER SEE N SP4 W/ RIBBON ATACHED PER T613/D2 @ EACH SIDE OF WINDOW sy ", FFr " SEE DETAIL FB12/D4 IF FLOOR TRUSSES ARE 20 BLOCKING DETAILS 2xSTUDS 1. APPLY SUB FLOOR o > W° . Z w '�°° >� WF09/D3 FOR REQ'D (6)1gd LOCATION' ° f,f SIMPSON SP4 w/ (6) TO 26" DEEP CONTRACTOR TO 4 ° 0 z H " JAMB INFO. 2x CRIPPLE x t 1/2" @ 24" O.C. x 1 1/2" 1 ' �10d x 1 /2' @ 24" O.C. TO USE SIMPSON MSTCM60 c ADHESIVE 2x4 R o W O -- AT EACH END OF OPENING NAILED TO (2) 2x SPF TOP PLATE g `�- —(2) 2x SPF TOP PLATE STRAP W/ (20) 16d SINKERS \ \� ® CONTACT SURFACE W 0 ��' LL LL m ; W STUD PACK w/ 10d (2) 2x HEADER SEE 2ND FLOOR PLAN FOR MORE (2) 8d NAILS @ 3" O.C., " , & 14 Y4' X 2-%4' TAPCONS" ( ) INSTEAD OF MSTAM36 z a a y S NAILS 8" O.C. INFORMATION TO JAMB STUDS & 2 2x HEADER SEE 2ND � f, - �, " O , ,�\�, STRAP. (IF SCREWS ARE x tt o z W „�•,,, , f a A 1 14 (2) 10d TOENAILS @ EA. END OF SILL FLOOR TRUSS BELOW FLOOR PLAN FOR MORE INFORMATION ^�, NOT IN LINTEL COURSE OR \\ G.C. VERIFY INTERIOR Ys" ai z o I"'1w O ¢' W m z bio 5- a (MAX OPENING WIDTH OF 4 FEET). IF FEET, �, ' MIN. (3) 2x #2 SPF STUDS INTO FILLED CELL USE Ya X 1-/a TITENS) EXT. SHEATHING GYP. BOARD OR EXT. STRUCTURAL SHEATHING OA Q 2x4 #2 BLOCKING O � ' wv� �I o y Q ' TYPICAL BLOCK WALL OPENINGS GREATER THAN 4 ; � � � � � o BUT NOT EXCEEDING 6 FEET, A35 ` °` ' @END OF HEADER SEE FLUSH w/ TOP OF (MIN 7/s") VERIFY w/ PLAN ++ 0 _ z a U go CLIP IS TO BE INSTALLED TO EA. END" WF09/D3 FOR REQ'D MASONRY & 3d B 2x4 SIDE BRACE AT 48" W a tn v El SON MSTAM36 w/ (7)10D , SEE SH01/134 FOR4 JAMB INFO NAILS T/B FLANG NOTES:z O.C. BETWEEN JOISTS d o LL S AND (4) Ya" X 2 Ya" TITENS. (IF ' PLYWOOD ATTACHED PER NAILING SCHEDULE WINDOWSILL INFO NOTE: , FLOOR DECK �� IF FLOOR TRUSSES ARE 20 TO 26"HORIZ. w/ (3) 12d E. END TO BLOCKING o a�oD'ONasaa'ran�nd EWS ARE NOT IN LINTEL RSE OR INTO FILLED CELL SEE DETAIL WS06 IF SHEATHING IS CONTINUOUS FROM 0 r FLOOR TRUSS DEEP CONTRACTOR TO USE SIMPSON MSTCM60 STRAP w/(20) 1:6d SCALE: 3/4' = 1'-0" FB 12 BLOCKING DETAI L Ya" X 1 3/a' TITENS, MAX (2) EWS) IF FLOOR TRUSSES TOP OF WALL TO BOTTOM OF BEAM / GIRDER AND ATTACHED PER NAILING SIMPSON LSTA30 w/ SINKERS & (14) 1/4 x 2-1/4" TAPCONS SCALE: 1 Y2" = V-0" SCALE: 31,V r -V' d 20" TO 26" DEEP PROVIDE BLOCKING BELOW JAMBS IF SCHEDULE NO STRAPS REQ'D (11)- 10d TO STUDS INSTEAD OF MSTAM36 STRAP. 4 TRACTOR TO USE SIMPSON FLOOR TRUSS IS NO PRESENT OTHERWISE LSTA30 / SP4 STRAPS ABOVE PLATE NOTE: IF FLOOR TRUSSES ARE 20" TO 26" DEEP W PRE ENGINEERED WOOD TRUSSES @ 24" O.C. CM60 STRAP W/(20)16D TIE BEAM ERS & (14) Ya" X 2 %a" MASONRY WALL SEE REQ'D AS SHOWN WHEN 3 OR MORE WINDOWS ARE CONTRACTOR TO USE SIMPSON MSTC60 m CONS INSTEAD OF MSTAM36 PLAN q (� IN A ROW (ONLY JAMB STUDS HEADER CONN . grid STRAP w/(60) 16d SINKERS INSTEAD OF AP IF SCREWS ARE NOT IN EL COURSE OR INTO FILLEDrSHO5 (SH�O2 HEADER CONN. 2nd FLOOR `__ BETWEEN WINDOWS) CENTER FLOOR W/ HIGH BM. SINDOSTMUSTHA T LSTA30 MSTC28 STRAP. rFBO6�SECTION CORNER FRAMING ATTACHMENT ATT ORINSULATION BLOWNFLE INSULATION (SEE ARCH) SEE PLAN TRUSS ANCHOR (SEE PLAN) L USE Ya" X 13/4" TITENS). STRAPS TOP AND BOTTOM AND SCALE: yr = l' -V' SCALE: vi^ = l' -U' EACH SIDE OF OPENING TO SCALE. AS NOTED -FIBERGLASS SHINGLES OR TILE ROOF - C TRANSFER LATERAL LOADS. VERIFY W/ ELEVATIONS ,L ROOFING FELT APA RATED STRUCTURAL SHEATHING W o U. (2) 2x8 OR (2) 2x6 TOP (SEE STRUCTURAL NOTES FASTENED TO °d w 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED @ PLATE SEE PLAN TRUSSES PER ROOF NAILING SCHEDULE) d Z HEADER LOCATION SEE INFO BELOW ON (2) 2x HEADER TO SIT /-A� ...J O CONNECTION OF CRIPPLES IF LONGER THAN 8" TALL. CONTRACTOR MAY USE ( FLUSH w/ THE OUTSIDE �/ SEE PLAN FOR CONN. 1/2" CEILING BOARD METAL DRIP EDGE W M '" r W SEE PLAN FOR SIZE. � 1/2" THREADED ROD SEE BEARING �-� 1/2" DRYWALL. �tx 2 P.T. LO H2.5 CLIPS) NAIL BACK HEADER LEG OF CIPPLE TO w/ (2) 12 TONEAILS CONTRACTOR MAY ALSO 2 2 SCHEDULE ON FLOOR PLANS FOR MORE INFO MAX 5" FROM KING STUD ATTACH EXTERIOR STUDS TO 2x6 SUB FASCIA w/ALUM. WRAP � � N Z USE (3) 2x w/ (2) FLITCH T) P PLATE S - TOP PLATE w/ (4)16d NAILS CONT. VENTED ALUM SOFFIT z PLATES @ 2x6 WALLS BA SEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH BETWEEN FLOORS O.H.(UNLESS NOTED OTHERWISE) SEE 2nd FLOOR PLAN FOR see ELEV. a Z O 2x6 / 2x8 WALL BEYOND STUDS SEE PLAN HEADER SEE PLAN FOR APPROPRIATE. HEADER DETAIL (2} 2x HEADER SEE PLAN W n/ HEADER FLUSH TO OUTSIDE SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER (2) 2x SEE FLOOR PLAN FOR MORE INFO AT OPENINGS LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER W/ (5)10d NAILS INTO TOP PLATE AND (5)10d NAILS COL. SIZE IF NO FLOOR SYSTEM INSTALL KNEEWALL PER WF06/D4 AND (2) - 2X SILL ALUM FRAMED WINDOW SEE ARCH 1/2" DRYWALL CEMENTITIOUS DECORATIVE FINISH 7/8" THICK INSULATIONPER ASTM C -926-98A OVER APPROVED VAPOR 1 A f 1'>) L.iL y O CONNECTION DETAILS INTO HEADER (SEE ARCH) BARRIER W G O FOR MORE INFORMATION p IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR O FLOOR SYSTEM OR PROVIDE SOLID BLOCKING WOOD BASE 2x STUDS SEE 2ND FLOOR FOR MORE 1 O C DOUBLE 2x6 (1 OR 2 STRAPS} 2x SPF HEADER CONTACT EOR TO REVIEW THREADED 2 -STY. FRAMING UNDER COLUMN ABOVE INFORMAT ON). SEE TB13/D-2 FOR NAILING A G N OR 2x8 TOP PLATE SEE PLAN i : SIMPSON SP6 OR SP8 @ 24" O.C. BASE PLATE 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 `KITH (2) -12d NAILS o W E A FLOOR SYSTEM 12d NAILS EWALL OR BEAM COMMON @ 6" O.C. EDGES AT EACH FLOOR TRUSS, MAX 24" O.C. W AT 6" O.C. TYP T&B IF KNEEWALL STUDS SHOULD MATCH 1st/2nd O SEE PLAN FOR 12 O.C. INTERMEDIATE SEE DETAIL WS06 & APPROPRIATE HEAD DETAIL _ (2) 2x SPF FLOOR SPACING. w/ (2) 2x TOP AN DSINGLE COL. SIZE x (2)- 2x HEADER AS TOP PLATES BASE PLATE %" THREADED ROD Win 6" / SEE WP2 FOR WEEP a INDICATED ON FLOOR PLAN B PROVIDE EXTERIOR SHEATHING _ — FROM COLUMN SEE BRG WALL / 2 STORY WALL SCREED DETAIL K.O. COARSE w/ (1) #5 CONT. wl 3000 2x CONT. T & B (2) 2x ATTACHED PER NAILING SCHEDULE SECTION FOR MORE INFO PSI CONCRETE W oc BOX HEADER TUDS EE P N HEADER SEE FOR EXTERIOR 2 STORY WALLS. " / PRECAST "U" LINTEL (SEE PLAN FOR 1/2 CEILING BOARD � : 0 SOLID SHEATHING @ HEADER FLOOR PLAN MORE INFORMATION) 3/4" P.T. NAILER i � ATTACH PER NAILING SCHEDULE FOR MORE 2x P.T. BASE PLATE 1/2" DRYWALL (2)- 2x TOP PLATE SEE PLAN INFO SEE BEARING SCHEDULE a CURTAIN NAILER 1 x 4 P.T. @ FILL CELL (1) #5 DIA. REBAR W/ 3000 PSI W FOR A.B. INFO WINDOWS 1 x 8 P.T. @ S.G.D. CONCRETE ALL LOCATIONS SHOWN ON ' \, y A 2x CRIPPLES @ 16" O.C. w/ (3)12dMARBLE *PROVIDE SEE FOUND. PLAN FOR FTG. REQ. SEE FOUNDATION PLAN fOUNDATION &FLOOR PLANS STOOL * ,,' ✓ TOENAILS TOP/BOTTOM 2 CRIPPLES BELOW ANY GIRDER A .FOR FTG. REQ. 1 X 2 P.T FURRING ALUM. FRAMED WINDOW SEE ARCH CRIPPLES TO �. �°`r f f � �` TRUSS IN THIS SITUATION. , ,A 2 ST. INT. BEARING WALL PRECAST CONCRETE SILL FLUSH R- VALUE PER ENERGY 0 MA05 TCH JACK �,,� ,, ,� � :� .� A ,,'°,r' CONNECT G.T. TO STUDS w/ (2) - ,�" . SG 07 2 STORY COL. G I R DER CALCULATIONS FOR FOIL 8 x 8 x 16 CONCRETE BLOCK � W REV7-15-FIELD STUDS BELOW '�� ✓' ,�' �` " AA ' ,,° • , HTS20 TOP & (2) HTS20 @ BASE TO FO6 AND EXTERIOR INSUL ON EXT BLOCK SEE EXTERIOR W SCALE: 1/2" = 1'-0" - --, - HEADER (IIF STUDS ARE LESSWALLS ` ` ' �° ,• r THAN 12" TALL USE LSTA30 STRAP '` �, SCALE: 1/2" =1'-0" ELEVATIONS 1 x 4 P.T. BASE NAILER �� W W k w, � ,, ,✓ r �< .r WRAPPED OVER TOP PLATE AND FTG. DOWEL #5 DIA. REBAR 7 IN W wA �, r ,�'` ✓� INTO THE HEADER ON EACH SIDE) WOOD BASE FOOTING &EXTEND 25" ABOVE oe A` .� ALTERNATE IF META'S NOT INSTALLED: 1/2" SLAB. ALL LOCATIONS SHOWN ON CONC SLAB (SEE FOUNDATION FOUNDATION PLAN z title: /SEE DIA. THREADED ROD w/ NUT 1/2" WASHER @ TOP ALONG w/ COUPLER IN CENTER @ 32" PLAN FOR MORE INFORMATION) FLOOR PLAN AND CLL OUT FOR HEADER SIZE AND „ _ & 6 FROM EA. END & w/ J BOLT INTO PROVIE TYP. FLOOR TRUSS TO SIT ON INSULATION ��TOPO.C. 8 ..w a CONNECTIONS REQUIRED AND MASONRY WALL w/ MIN 6" EMBED. SILL PLATE NAILS @ 6" O.C. TO FINISH GRADE „l.l!. iI� z project no. 2014433.02 A JAMB STUD INFO CO 12d NAILS @ 6"' O.C. @EDGE CONT. LINE RIBBON @FLOOR 2 X4 CONT RIBBON @ TOP SEE TB13/D2 NAILING INFO Il liI 1Jl 11 nl II„ iiLl Illiilli_!,II.1=ii ° checked: AB/EA (TYPICAL) SYSTEM AND BOTTOM W/ 4 16d NAIL O 2 X 6 #2 SYP P.T. W/ 1/2" J -BOLT W/ (I F TRUSS DOES NOT ALLOW SIMPSON BPS1/2-3 WASHER OR _. d r a w n: w y \ �. FOR PLANS IN ST. JOHNS COUNTY 2X4 CONT. RIBBON T&B W/ 4 BOTTOM RIBBON, �� O EQUIVALENT W/ CUT WASHER @ 24 "ONLY" SEE SECTION A -A FOR 2xBLOCKING REQUIRED "" 16d NAILS TO EA. TRUSS .. MAX. (MIN. 6 EMBED) REQUIRED SILL PLATE INFO. BRACE TO BE PIT.) O.C. - - �_ SEE FOUNDATION PLAN/D1 '.. FOR STEM/MONO ILD `- � d a t e: 04-15-15 04-15-15 ,, Fw ,ti •� ; = (BOTTOM FOUNDATION INFO N scale: DOWN SET HEADER 8d X 2 1/2" NAILS @ 3" O.C. MASONRY K.O. COURSE " � SEE TB13/D2 FOR DOUBLE ROW SECTION A -A SIMPSON META16 OR META20 @ EA. NAILING @ PLATE TOP & BOT. NTS spa o�r� 2 SHOT ALT. HEADER ANCHOR TRUSS. IF TRUSS IS PARALLLTO SO SO 2 STORY TYP. 'WALL O MASONRY WALL STRAPS REQ'D @ 24" FLOOR ATTACHMENT DETAIL �7ECTION SCALE: N.T.S OR 32" VERIFY WITH TRUSS SHOP SCALE: 1/2" _ 1'-0" IL DRAWS ATTACH TO TRUSS VERITCAL SCALE: 34'= l' -(r U The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. l I 1 V A,J r O O QE LU ROOF (2) 2x CONT. WN o0 N SHEATHING TOP PLATE 2x8 #2 SYP STUDS 16" O.C. U.N.O. 2K6 SYP #2 CONT.WI 3 #5 X 4W WOOD —�� ES W M SEE W/ (2) SIMPSON MSTAM36 STRAPS) SCREWS @ 16"O,C, MAX. OR IF ROOF SHEATHING N N � D PLAN SIMPSON SP4 OR EACH STUD (1) STRAPS EACH SIDE) MASONRY WALL USE (3) v4" x 31n" 2x4 #2 SPF BRACING @ 16" ATTACHED PER NAILING li 00 oNd ( TAPCONS AT 16" O.C. Q.C. W/ (4)12d TOENAILS TO SCHEDULE TRUSS SP2 EACH STUD CENTERED W/ (13)10d NAILS & (4) Y4" w L TOP PLATE & (2)12d END O SEE PLAN FOR X 21/4" TITENS INTO TOP COURSE 2x6 SYP #2 @ 24- OTC. 12 NAILS TO TRUSS BOTTOM COMMON TRUSSES. WALL BEYOND (SEE O L x � TRUSS BRG. AND THEN (4) Y4" X 13/4' TITENS INTO SEE PLAN MIN. (2) 2x4 0 Q N 0) CHORD SEE TRUSS PLAN FOR PLAN) �M/ SEE PLAN WALL BELOW IF HOLLOW COURSE SPF TOP CONNECTION VAPOR r 1� `� FOR CONN. OTHERWISE USE 2 Y4' TITENS. (8) STRUCTURAL SHEATHING WALL PLATE INFORMATION. TOTAL TITENS REQ'D. _.�__ ATTACHED PER NAILING ROOF SHEATHING ATTACHED BARRIER VARIES SEE PLAN 2 x BRG WALL SEE PLAN FOR STUD SHEATHING ATTACHED PER PER NAILING SCHEDULE SCHEDULE SIMPSON FOR wnu LOCATION TREAD W/ BULLNOSE SEE ARCH SIZE / SPACING MIN (2) 2 x UNDER NAILING SCHEDULE TB13 (5)-12d NAILS H3 CLIP FOR MORE INFO GIRDER TRUSS U.N.O. 2x8 #2 SYP P.T. BASE PLATE 2X6 TO 2x4 :: MIN. 2x4 #2 SPF STUDS @ 16" O.C. PLrid a! WI Y2" EPDXY ANCHOR OR Y2" SEE PLAN @ "/ EXTERIOR SHEATHING ` ` I!� ` j s Zxa SYP #2 @ z4 O.C.oPLYWOOD I �� i 7�,� T/WALL ATTACHED PER NAILING SCHEDULE SIMPSON LSTA 24 O RISER SEE ARCH FOR EMBEDMENT @ 32" O.C. & 6" 8" KNOCKOUT COURSE S3YPX12 #2 EACH STUD 4'-O"MAX MORE INFO & 3 12d TOENAILS TO PLATE TRUSS FROM EACH END W/ (1) #5 CONT. TOP OF WALL BELOW STRINGER SEE PLAN FOR SEE PLAN SEE PLAN FOR FILLED CELL 2x4 SYP #2 CONT.wi (2) #5 X4vz" WOOD MIN. 2x4 #2 SYP P.T. PLATE SCREWS @ 16" O.C. MAX. OR IF / TOP KNOCK OUT COURSE SPACING 2 x BRG WALL SEE PLAN FOR SEE PLAN FOR TRUSS MASONRY WALL USE (2)1/4"x 3112" W/ " F X8" EPDXY ANCHOR STUD SIZE / SPACING MIN (2) FOR CONN. BRG. TAPCONSAT 16" o,c. MASONRY WALL SEE PLAN @ 3" FROM EACH END & 2 x UNDER GIRDER TRUSS FOR MORE INFO 32" O.C. MAX. � U.N.O. THRUST BLOCK SECURED TO F03 WALL SPLICE DETAIL SR01 SECTION SHED ROOF KTB20 SECTION ENTRY SLAB W/1/4"X31/2' TAPCONs , @ 16" O.C. F22 SECTION AT DOUBLE BEARING SCALE: 314' _ ,'_a' SCALE: 314"= ,'_a, SCALE: 1/2"= 1'_0.' INTERIOR STAIR SECTION�`+' SCALE: 1/2" =1'-0" SCALE: 1 1/2"= 1'-0" W/TILE FLOORING d FLOOR wl 12 EXTERIOR SHEATHING ATTACHED PER OPn& SP1 @ BASEL CONTRACTOR MANY ' wo SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C NAILING SCHEDULE USE LSTA19 OR MTS12 @ BASE. SEE CJ c PLAN FOR WINDOW LOCATIONS UPLIFT CONNECTOR (SEE SCHEDULE) SEE PLAN FOR DEPTH m *' r-•+ 1. O 2x BLOCKING w/ (2) 12d p DOUBLE 2x4" TOP PLATE TOENAILS EACH END W 4 EXTERIOR SHEATHING SEE WSO4/?? FOR MORE „ ......../._. 2x BASE PLATE w/ (2) 12d NAILS @ 12" O.C. PLYWOOD SHEATHING OVER LOW ROOF SHEATHING STANDARD (3) 2X12 LANDING ATTACHED PER ATTACHED PER T613 2ND FLOOR INFO. EXTERIOR /ROOF SHEATHING MIN 2x4 STUDS @ 16 OIC w/ SIMPSON MTS OR LSTA18 TO _ � � �.� �+ ATTACHED PER NAILING ATTACHED PER NAILING BLOCKING BELOW. NOT REQ'D IF STUD IS STRINGERS Wl GENERAL FLOOR a " - SIMPSONMSTA30STUD 2xa#zsYPOR#zsPFsruos�als^o.c. / CRICKET AS REQUIRED SCHEDULE CONNECTEDw/MTS12ORLSTA18 SIMPSON CONSTRUCTION NOTES wl SP1 & SP2 TOP & BOTTOM OR SP8 d 9 TO FLOOR TRUSS T&B. SEE FLOOR PLAN FOR MORE INFO, MP34 CLIP LA FLOOR PLYWOOD FLOORING7 VARIES � 0 2X8 #2 SYP JOISTS @ SYSTEM &LANDING � OC BLOCK SOLID UNDER —� T/FLoo EXTERIOR SHEATHING FRAMING r I SEE PLAN LANDING @ 16"O.C. W/ LL � SIMPSON A35/USP MP34 OR = - W � w , WINDOW OPENINGS --\2x4 BLOCKING BETWEEN STUDS Wi (2) ATTACHED PER NAILING Z LUS26 HANGER ON EACH SIDE W ? W 'a CONT 2X RIBBONS 12d TOENAILS EACH END SEE E INFO. FOR SCHKNEEDULE TO BOTTOM SEE PLAN � LL � N � ❑ MORE INFO. SCHEDULE FROM TOP OF 2x BLOCKING '� 5 Z � � ° . T&B W/ (4) 16d OTHERWISE SP2 CLIPS AT TOP u, o 01, J W "^ ` ^ "'' yw'.r- NAILS EACH TRUSS 2x6#2 SYP P.T. CONT. SILL PLATE Wi AND SP1 CLIPS AT BASE ARE (2) 2X12 REQ'D @ $ , g = w ^O°4° 2 2x4 #2 SYP BLOCKING w/ SIMPSON SEE PLAN FOR MASONRY a o o F < Iv r ,, FLOOR TRUSS - 112 EPDXY ANCHOR BOLT OR S -BOLT REQUIRED. -- _ O END OF LANDING ¢ G, ` "a i W1 MIN. r EMBEDMENT @ 32" O.C. & 3" -_ _ HUC24-2 EA. END w/ (4) 10d & (2) 10d NAILS. MASONRY WALL SEE PLAN FOR STRINGERS TO WALL OR WOOD WALL W o W o LINTEL SEE PLAN FROM EACH END UNDER WINDOW JAMBS USE 2 2x6 w/ SIMPSONHETA20 ;u :. Jy� V1� cN AT EACH TRUSS Zx P.T. PLATE HUC26-2 LOW ROOF TRUSS SEE TRUSS O I MANSONRY O „ CONNECT TO W/ 2 _ SIMPSON A35/USP ` 2X8 #2 SYP (P.T. F a 3 o a Z" x 8" A,B. OR TITEN HD @ 32" O.C. MAIN SPAN ROOF TRUSS PLAN FOR CONNECTION INFO = g W & 6" FROM EACH END MP34 EACH END TO a ¢ $ ^ B n MASONRYwALL WALL) CONT LEDGER W/ {3) W UPLIFT CONNECTOR LEDGER @ „ W s aza PER PLAN EACH45TUD. 12 1Q14"X3AX TO = z y 0- 'D TOP KNOCK OUT COURSE w/ (SEE SCHEDULE) (() S 4 SECTION (1) #5 CONT. ONNECOT ON NFOSEE TRUSS PLAN FOR MIN. (3) 2X STUDS REQ'D @ @ Z W a F ~ ''fix CANT. SECT 0 TITENS 16" O.C. MAX. FOR sA z m z cn END OF LANDING W1 MIN. (6) MASONRY WALL) O ED z BvU 1k +b .k SCALE: 3/4"-1-0 CMU 16d NAILS FROM LEDGER TO STUD PACK w S WF83 SECTION OPEN TO ABOVE WF42 KNEEWALL ABOVE MASONRY WALL F622 SECTION ENTRY o sod 1 SCALE: 314" =1'-a' SCALE.1 /2 —1-0 SCALE: 1l2 - 1'-a GENERAL LANDING FRAMING INFO. W o U_ SCALE: 314"m 1'-0" 9-0" MAX LANDING LENGTH W wO0'ONaSGJ*t&*& 0 CUSTOMGALVCAP WALL GIRDER SEE W WITH SPARK ARRESTOR PLAN FOR LOCATION d VERIFY STYLE W/ & CONNECTION INFO 2x6 #2 SYP CONT. LEDGER w/ (2) Y4' x 3 2" PIGGY BACK SIMPSON H2.5 TRUSS BUILDER TO LEDGER 2x6 #2 SYP CONT: LEDGER wl SDS SCREWS TO EACH TRUSS VERTICAL - - � N�I TRUSS ABOVE -- DOUBLE 2x TOP PLATE (2) Y4'x3" SDS WOOD SCREWS OR DIAGONAL ' @ 16" O.C. MAX - EQUALLY METAL FIRE STOP LOW ROOF TRUSS _ EE] s. SPACED & 3" FROM END OF PIPE sTABILIZER CONNECTED TO GIRDER F LEDGER -USE (3} SREWS IF WHEN REO. PLYWOOD FLOORING ATTACHED PER _ LEDGER RECESSED 24" O.C. IS REQUIRED NAILING SCHEDULE INTO TRUSS. VERIFY wl SHOP DRAWINGS 2X4 #2 SPF STUDS @ 16" O.C. 2x CRICKET wl SIMPSON SP1 @ BASE AND BY BUILDER SIMPSON SP2 @TOP OR SP4 T & B (MAX 7FT TALL) W OPT. TRUSS RECESS LEDGER W1 EXTERIOR SHEATHING ATTACHED _.._._ .. . EXTERIOR SHEATHING FROM ___ ... __ 2X8 #2 SPF OR #2 SYP PER NAILING SCHEDULE SEE HIGH ROOF SEE PLAN FOR MORE C TOP OF WALL TO BOTTOM OF STUDS@ 16" O.C. wl SP1 ELEVATION FOR FINISH g'�" INFO & CONNECTIONS (2) 2x TOP PLATE W SILL PLATE ATTACHED PER &SP2 TOP & BOTTOM OR PROVIDE 2x BLOCKING AT BRG WALL LOCATIONS INSTALL 2 STORY BRG WALL w/in a NAILING SCHEDULE SP8 T&B-SEE PLAN FOR @ PERP WALL IF NOT (2) 2x4 #2 SYP w/ HUC24-2 EACH END SPECIAL TRUSS SEE PLAN a O M ALIGNED wFTRUSSES (2) 2X TOP PLATE 0 MORE INFO. FOR MORE INFO H r INTO FLOOR TRUSS &GIRDER BONUS/BEDROOM 5 2x BASEPLATE w/ (2) 12d NAILS TO TRUSS ROOF SHEATHING ATTACHED 2x4 CONT. W/ (2)12d BELOW @ 8" O.C. 2x4 #2 SYP CONT. j PER NAILING SCHEDULE NAILS TO EACH STUD RIBBON w/ (4) 16d NAILS Z SIMPSON MTS12 W/ $ � N O 2x BRG WALL SEE PLAN PLYWOOD FLOORING ATTACHED 1 14 10d @ EA TRUSS i9 Z 2x8 #2 SYP SILL PLATE CANT. FLOOR TRUSS SEE PER NAILING SCHEDULE ATTIC OC PLAN FOR MORE INFO & FOR MORE INFO C VII/ " EPDXY ANCHOR @ CHIM. PIPE MIN. OR J BOLT 32" O.C. W/ 2"TOTRUSSEs CONNECTION INFO W O MIN. 7" EMBEDMENT & 6" H PORCHTRUSS C ry O FROM EACH END (CH01�SIMPSONLUS26ORIF`OPT. FIRE PLACE[FRAME]SECTION BONUS ROOM 2PLY TRUSS LUS26-2 \ ....... ....m Z O 2x8 LEDGER W/ MIN. (4)16d MASONRY WALL SEE SCALE: 1/2" = V-0" SCALE: v2^ - r -a' // �\ O N NAILS TO EACH STUD PLAN FOR MORE INFO. (AT EACH SIDE OF G.T. USE (4)16d NAILS) Y - - _ _... ..._ W M LCOS SECTION OPEN TO ABOVE LEDGER TINUOUS EXTERIOR SEE TRUSS PROFILE/ARCH PLAN W FLOOR TRUSS H SCALE: yr � r -m SPECIAL LOW. ROOF TRUSS w/ATTIC SPACE � FOR MORE INFORMATION BEYOND SEE PLAN _ THING ATTACHED PER BUILT IN SEE PLAN FOR CONNECTION INFO ING SCHEDULE FOR MORE INFO PRE ENGINEERED WD � +� TRUSSES @ 24" O.C. (2) 2x TOP PLATE y a BLOCKING BETWEEN STRUCTURAL SHEATHING FIBERGLASS SHINGLES OR 2 STORY BRG WALL SEE PLAN SS ES & STUDS WITH (2) - 12d 7/16" MIN. NAILED W/ 8d TILE VERIFY WITH ELEVATION FOR MORE INFO 4 SECTION ATTIC SPACE NAILS EACH END COMMONS @ 3" O.C. @ � F SHEATHING ATTACHED EDGE & 6" O.C. FIELD RUN TRUSS ANCHOR (SEE PLAN) NAILING SCHEDULE SIMPSON H2.5 TRUSS TO LEDGER _ 2x6 #2 SYP CONT. LEDGER w/ FULL SHEET FROM BOTTOM ROOFING FELT scALe,1/2° = r -a' � OF FALSE BEAM APA STRUCTURAL SHEATHING (2) %4'x3" SDS WOOD SCREWS ATTACHED PER NAILING SCHEDULE MON JACK TRU5S @ 16" O.C. MAX - EQUALLY SEE GE05/D2 F H SIMPSON LUS26 TO 2X_ HIGH BRG. WALL SEE a SPACED & 3°FROM END of FOR STANDARD (2) 2x OP PLATE LEDGER - USE (3) SREWS IF PLAN FOR STUD SIZE/ LEDGER RECESSED GABLE END TINUOUS LEDGER 24 O.C. Is REQUIRED SPACING & BRACING INTO TRUSS. VERIFY w/ ` m FRAMING z (2) 2x HEADER SEE PLAN FOR MORE OW REQUIREMENTS. SHOP DRAWINGS ¢ INFO & CONNECTIONS u l SEE 2nd FLOOR PLAN °'"' FOR APPROPRIATE. seee�ev. WINDOW SEE PLAN FOR LOCATION d 05 -27 -15 -FIELD OPT. TRUSS RECESS LEDGER - _ ___� - HEADER 2 REQ. 2x #2 SPF STUDS @ 16 O.C. w/ EXTERIOR SHEATHING O FROM TOP OF WALL TO BOTTOM OF TRUSS/GIRDER VARIES 2x CONTINUOUS BASE PLATE -' _ _ o o�c SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL WITH SIMPSON MTS12 OR 2x4 #2 SYP NAILER. NAIL TO ROOF AND EXTERIOR 2x BLOCKING w/ (2)12d SHEATHING ISN'T CONT. LST18 STRAPS ARE REQ'D ROOF SHEATHING ATTACHED a LSTA12 AT 16" O.C. TO FLOOR STUDS w13 -16d @ EA. STUD. SHEATHING ATTACHED a TOENAILS EACH SIDE IF FROM STUDS TO GIRDER BELOW PER NAILING SCHEDULE W TOENAIL EA. TRUSS TO M TRUSS OR RIBBONS BELOW PER NAILING SCHEDULE WALL SHEATHING IS SEE LD02/D3 FOR MORE INFO IF NAILER w/3 -10d 2X TOP PLATE TO STOPPED BELOW ROOF LINE Z SEE 2ND FLOOR WALL GABLE END WI 16d �- TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER _ title: SECTION FOR ADDITIONAL NAILS @ 6" O.C. PLYWOOD FLOORING NAILING SCHEDULE HIGH ROOF SEE PLAN FOR p INFORMATION 1 MORE INFO p SEE FLOOR FRAMING 2X4 STUDS 24" O.C. ... - PLAN FOR MORE INFO` @ ---' 2X BASE PLATE W/12d 24 O.C.CaA SEE PLAN W/ SINGLE BASE & TOP O.FLOOR SYSTEM BELOW n G a PLATE W/ PLYWOOD SEE PLAN FOR DIRECTION project no. 2014433.02 SIMPSON LSTA 24 EACH SHEATHING COVERING & MORE INFORMATION 2x FRAMING BY BUILDER FOR DRYWALL o STUD -TO- STUD W/ 10d x INSTALL checked: A B/EA MIN 2 x 8 #2 SYP. CONTINUOUS _ SIMPSON LUS26 OR IF 2 ABLE END FLOOR GIRDER SEE SEE TRUSS LAYOUT FOR TRUSS LOW ROOF TRUSS w/ PIGGY BONUS ROOM drawn LEDGER WITH (4) -16d NAILS G E 1 5 FALSE BEAM@ G LOCATION &CONNECTION INFO BACK TRUSSES SEE PLAN WALL GIRDER SEE PLAN m AT EACH STUD MAX. 16" O.C. PLY TRUSS SIMPSON SEE FLOOR FRAMING PLAN PLAN FOR CONNECTION FOR MORE INFO r LUS26-2 TRUSS TO AND WS06/D4 FOR MORE FOR MORE INFO date: SECTION + 04-15-15 SPACING (IF DOUBLE 2 x 6 2X_ LOW BRG. WALL SEE LEDGER INFO. VERIFY WITH PLAN FOR SCALE: 3/4" =1'-0" TYP CAL WALL S ECT O N N LEDGER IS REQUIRED, USE 1/4 LOCATION AND DIRECTION IF MF31 cpv s c a e: 2 PLAN FOR STUD SIZER 2x8 #2 SYP CONT. LEDGER WI (4) ( x 6" SDS WOOD SCREWS) SPACING $BRACING 16d NAILS ATTACH NAILS INTO PARALLEL SEE FB12/D4 FOR " _ 1° REQUIREMENTS.. END OF EACH FLOOR TRUSS, 24" BLOCKING INFO) SCALE: 1/2"= 1 S E CT I U N B ONUS. O O.C. MAX. (AT EACH SIDE OF G.T. MASONRY WALL SCALE: 1/2" = T -a' INSTALL (4) NAILS EACH SIDE) (TYPICAL) BUILD yG rL07 LEDGER SECTIONrLCsAr�al-ORD „_ ,_ ,. 02 SECTION LOW ROOF o D5 SCALE. 3/4 1 0 SCALE: 3/4" = 1'-0" The structural desien of this buildinz is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. I = u rri _r I SHINGLE ON 15# FELT OVER ROOF 3 SPECIFIED ON NAILING SCHEDULE RE -ENGINEERED ROOF TRUSSES 24" O.C. HURRICANE STRAP PER ROOF FRAMING PLAN 50# FELT OVER METAL FLASHING BRG. HGT. _UM. DRIP EDGE t6. FASCIA VENTED ALUM. SOFFIT FINISH iING AS REQ'D SHINGLE ROOF PER CONTRACT r 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER \ .CONTRACT TYPICAL WINDOW & SLIDING GLASS- DOOR Z FLASHING. DETAIL TYPICAL VALLEY FLASHING DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. N.T.S. N.T.S. WEATHER FOLD UP WEATHER TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING MECHANICALLY FASTEN AS RESISTIVE RESISTIVE BARRIER & NECESSARY IN CORNERS BARRIER, TEMPORARILY SECURE 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH THROUGH FLASHING FLASHING TO FORM WATER SHEDDING LAPS w`c9Ty� FOLD UP WEATHER t ` 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER EXTERIOR ALLOW FOR FLASHING INSTALLATION RESISTIVE SHEATHING SFS/�, BARRIER 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER WALL PER PLAN TAPE STILL PLATE 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER FLASHING 49-4,. n MASTER 1.1 The fenestration manufacturerb written as "U Ins ruc Ions. (ASSEMBLED LL I - "oo LU E 0 0 x z G� M T LU �NooN vi Lo N 7 L ry co � W CO'a 0 0 < FLASHING N O b r . O d N 0 �U'�_D�NG, C N'N tm ` i M it"fA 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting m Q project n o, 2014433.02 0 3. Under and at the ends of masonry, wood or metal copings and sills. DISCLAIMER TYPICAL WINDOW & SLIDING GLASS- DOOR Z FLASHING. DETAIL TYPICAL VALLEY FLASHING DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. N.T.S. N.T.S. WEATHER FOLD UP WEATHER TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING MECHANICALLY FASTEN AS RESISTIVE RESISTIVE BARRIER & NECESSARY IN CORNERS BARRIER, TEMPORARILY SECURE 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH THROUGH FLASHING FLASHING TO FORM WATER SHEDDING LAPS w`c9Ty� FOLD UP WEATHER t ` 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER EXTERIOR ALLOW FOR FLASHING INSTALLATION RESISTIVE SHEATHING SFS/�, BARRIER 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER WALL PER PLAN TAPE STILL PLATE 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER FLASHING 49-4,. n OVER BOTTOM5"x5" METAL FLASHING NAILING FLANGE' 0 6 HEAD FLASHING TIE-IN 4 CORNER PATCH FLASHINGTAND SHINGLES INSTRUCTIONS: RUN KICKOUT FLASHING 6" NOTES: PAST EDGE OF ROOF 1. CUT,. FOLD UP &TEMPORARILY O SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6"WIDE) ROOF PER PLAN BARRIER ABOVE HEADER TO FLASHING ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW .` O INSTALLATION SILL PLATE FLASHING 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOVVN BY NUMBERS WEATHER RESISTIVE BARRIER NOTES: 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE (MIN. 6" WIDE) TYPICAL ROOF TO WALL FLASHING D E 1T AI L 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS N.T.S. PLAN VIEW TYPICAL WINDOW FLASHING DETAIL3. MECHANICALLY FASTEN AS NECESSARY - TYPICAL SLIDING,GLASS'�86OR FLASHING DETAIL N.T.S. - N.T.S. 2010 FBRC SECTION 703.8 EXTERIOR WALLS SHALL PROVIDE THE BUILIDNG WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8, FBRC. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.7. ALL EXTERIOR FINISHES SHALL BE APLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR INSTALLATION INSTRUCTIONS. OPTION - A ASPHALT SATURATED FELT FREE FROM HOLES AND BREAKS, WEIGHING NOT LESS THAN 14 POUNDS PER 100 SQUARE FEET (0.683 kg/m2) AND COMPLYING WITH ASTM D 226NOR OTHER FLASHING APPROVED WEATHER -RESISTANT MATERIAL SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE R703.4. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 mm). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES WOODEN (152 mm). SIDING Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent 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. The flashing shall extend to the surface of the exterior wall finish. Approved s'L` PLATE corrosion -resistant flashings shall be installed at all of the following locations: SEE NOTE 92 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 WALL SHEATHING subsequent drainage. Flashing at exterior window and door openings shall be Installed in accordance with one or more of the following or other approved method: z a 4 • M -v ♦dt4 z PW LU La 9� V' 00 z �Wo aSo C/ ti rn Q � arc � � z � � � ». « � •'''` u�WJ za o a W O � �� , � � � �� ti`��• W a 0 tn s zOPG Uw UJ O _Lu o kn U ❑ O LL [1t0�'�JNiiSQ3'A1MM 1.1 The fenestration manufacturerb written as "U Ins ruc Ions. (ASSEMBLED LL ZW WINDOW) x z G� M T z z G1 N Lo N 7 L ry Z 0 0 < FLASHING OVER BOTTOM5"x5" METAL FLASHING NAILING FLANGE' 0 6 HEAD FLASHING TIE-IN 4 CORNER PATCH FLASHINGTAND SHINGLES INSTRUCTIONS: RUN KICKOUT FLASHING 6" NOTES: PAST EDGE OF ROOF 1. CUT,. FOLD UP &TEMPORARILY O SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6"WIDE) ROOF PER PLAN BARRIER ABOVE HEADER TO FLASHING ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW .` O INSTALLATION SILL PLATE FLASHING 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOVVN BY NUMBERS WEATHER RESISTIVE BARRIER NOTES: 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE (MIN. 6" WIDE) TYPICAL ROOF TO WALL FLASHING D E 1T AI L 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS N.T.S. PLAN VIEW TYPICAL WINDOW FLASHING DETAIL3. MECHANICALLY FASTEN AS NECESSARY - TYPICAL SLIDING,GLASS'�86OR FLASHING DETAIL N.T.S. - N.T.S. 2010 FBRC SECTION 703.8 EXTERIOR WALLS SHALL PROVIDE THE BUILIDNG WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8, FBRC. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.7. ALL EXTERIOR FINISHES SHALL BE APLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR INSTALLATION INSTRUCTIONS. OPTION - A ASPHALT SATURATED FELT FREE FROM HOLES AND BREAKS, WEIGHING NOT LESS THAN 14 POUNDS PER 100 SQUARE FEET (0.683 kg/m2) AND COMPLYING WITH ASTM D 226NOR OTHER FLASHING APPROVED WEATHER -RESISTANT MATERIAL SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE R703.4. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 mm). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES WOODEN (152 mm). SIDING Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent 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. The flashing shall extend to the surface of the exterior wall finish. Approved s'L` PLATE corrosion -resistant flashings shall be installed at all of the following locations: SEE NOTE 92 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 WALL SHEATHING subsequent drainage. Flashing at exterior window and door openings shall be Installed in accordance with one or more of the following or other approved method: z a 4 • M -v ♦dt4 z PW LU La 9� V' 00 z �Wo aSo C/ ti rn Q � arc � � z � � � ». « � •'''` u�WJ za o a W O � �� , � � � �� ti`��• W a 0 tn s zOPG Uw UJ O _Lu o kn U ❑ O LL [1t0�'�JNiiSQ3'A1MM 05 -27 -15 -FIELD 2 REV. NOTES: 1.1 The fenestration manufacturerb written as "U Ins ruc Ions. LL ZW 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDEN 0 VJ V) M T .MMI W N Lo N 7 L ry Z 0 0 < FLASHING DETAILS 0 �U'�_D�NG, J ` i M 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting m Q project n o, 2014433.02 4. INSTALL FLASHING AROUND REMAINING WIND owuNlT 3. Under and at the ends of masonry, wood or metal copings and sills. DISCLAIMER 05 -27 -15 -FIELD 2 REV. NOTES: 1.1 The fenestration manufacturerb written as "U Ins ruc Ions. 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDEN 1.2 The flashing manufacturer's written installation instructions. # � title: 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WNDOW SILL PLATE 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. .... � .�� . � � FLASHING DETAILS 1.4 In accordance with the flashing method of a registered design professional. �U'�_D�NG, 3. INSTALL SILL FLASHING AS SHOWN ABOVE 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. SABVFORD W project n o, 2014433.02 4. INSTALL FLASHING AROUND REMAINING WIND owuNlT 3. Under and at the ends of masonry, wood or metal copings and sills. DISCLAIMER checked: AB/EA 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 4. Continuously above all projecting wood trim. �Y. m drawn. date: 04-15-15 IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEWALL 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF INC. &FLORIDA DESIGN SOLUTIONS INC. T I CONSTRUCTION. B&A DESIGN STUDIO, N sea e: 2 AS NOTED TYPICAL FLASHING /"'� DETAIL /` T SILL PLATE 6. /� t wall and roof Intersections. /1 IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & 7. At built-in utters. g FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. �- N.T.S. NO EXCEPTIONS. _ WP1 a 0 The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. rnffrn. FIGURE 1: FLASHING INSTALLATION z FLASHING INSTALLATION project no. 2014433.02 W a checked: AB/EA WHERE ROOF MEETS VERTICAL WALL WALL SHEATHING drawn: -- - - - . _........... ....... ........... .. ... . ASPHALT SEALANT: r W u� 10— 0 = EXTEND MIN. OF 6.. OUTSIDE OF FLASHING GALV. MTL CRICKET AS % TEXTURED, PAINTED ASPHALT BASED 'L' FLASHING SPECIFIED ROOF CRICKET: EXTER. WALL FINISH --a.►'', SEALANT APPLIED iv BY PLAN MIN: 3:12 SLOPE BEHIND FLASHING Z F (REQUIRED AT 6" X 18" H GALV. z Z ROOF SHINGLES ALL LEVEL VALLEY VERTICAL WALL FLASHING CONT. — AND EXTENDING A (o 6" z '. 0 � CV LOCATIONS) AT ENTRYa PLASTER STOP MINIMUM OF 6" ABOVE J 'yiNe, C' W w t LU 'Q7 L_ VERTICAL RISE OF n w Oma. ROOF OCC F`� Z, SHIN '- FLASHING AT KNEEWALL �i 1UJ L' � Lcs�� 0 2 w 0 4. �k DIVERTER ' 6" X 18" H GALV. N FLASHING CON SEALANT j FLASHING s�.. Y1t0�'flNHSQd'MMM Miye, z j t FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED j DRIP EDGE AT ALL VERTICAL WALL INTERSECTIONS ; 4 FASCIA WITH ROOF VALLEYS & ROOF CRICKETS. , 6 HORIZ. FLASHIN jl' '--ROOFING FELT FIGURE 2: WALL FINISH _. _.._....._- _ ... .m_.. .....,..... FLASHING DETAIL AT CRICKET / TEXTURED, PAINTED KNEEWALL INTERSECTION EXTERIOR WALL FINISH ROOFING SYSTEM IS CERTAINTEED LANDMARK TL OR AR ASPHALT SHINGLES MANUFACTURED BY HOLD EXTERIOR CERTAINTEED CORPORATION. FINISH 2" ABOVE ROOF 36" FLASHING 1 8" 8" 8,. 8" 8" 1.. R}d9e SEALANT CAULKING NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. Line valley by centering Ntd oh 36" wide�r � tsaotD aly- CertainTeed Win rGuard a s aterprooflng S ingle °iia q e4�p �yma°� ASPHALT SEALANT: nderlayment or „ quivalent direr to u o a,� Ota EXTEND MIN. 6 ABOVE ,rcA a� s0°0 Coe M FLASHING Rake cAu Metal 6 TO 12" Drip 22. PER PLAN o not nail within Edge Eav ea 6" HIGH SPECS. 6" of Embed qa shingle 5 DIVERTER . 00 valley centerline in strip o asphalt FLASHING �' raging cem A Save 7" piece GALY.'L' FLASHING cut Z' se in 5th Cour 7' TYPICAL. o diagonallv9 upper—Extend the �kshingles ROOFING FELT orneroftri mad eaveshatioute1g2'tl if drip edge is DRIP EDGE s Ie. used, or about 3/4" if no drip edge is used. FASCIA /Cut shingles Z' back from valley centerline FIGURE 3: CORNER DETAIL 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 `�' Building Paper 7/16" O.S.B. sheathing Metal Flashing 3 1/2" Unperforated Flange 7/8" Weep Screed Maintain - - — Bottom of Weep Screed 1 1/2" to 2 Above Roof Sheathing Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 5 FLASHING DETAILS D3 N.T.S. Note: The building paper and metal lath must be installed over the top of the weep screed. WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, SUB—CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. BEAUMONT & ASSOCIATES, INC. AND FLORIDA DESIGN SOLUTIONS, INC. (FDS) ARE NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO BEAUMONT & ASSOCIATES, INC. OR FDS PRIOR TO CONSTRUCTION. NO EXCEPTIONS. OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE 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. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Keep top edge of weep screed 2" below top of block . Vulcum cauk bottom joint only Metal Flashing 3-1/2" U n perforated Flange 7/8 Weep Screed 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter ' cut and caulked all butt joints need to becaulked using Vulcum caulk for all 1/2" Cement Plaster Finish 2 1/2" Perforated Flange 1/2" Weep Screed Install bottom edge of weep screed 1" below finish floor MASTER 05 -27 -15 -FIELD 2 REV. Z ° 0 i' z a z who0 E project no. 2014433.02 W a checked: AB/EA Qq W ° t drawn: 0 0 date: 04-15-15 r W u� 10— 0 = d J 0 '0 xCD h F,UILC)�,I,l a- M aa) m WP2 W -- 0 F it �a 0 O W 05 -27 -15 -FIELD 2 REV. Z ° 0 i' z a z project no. 2014433.02 W a checked: AB/EA Qq W ° t drawn: 0 s z date: 04-15-15 0 116 W Scale: AS NOTED 2 d J 0 W h F,UILC)�,I,l IL N zQ WP2 W -- z o O Q F � 0 O W w w ,nypF 11ti11111 1d y 0 n/ iLL L.L O z � 0 � CV Z13 81 z Gy <' C' W w t LU 'Q7 Q m n w Oma. 1— OCC F`� Z, z 0 0 � a Ca a s � z "r'P�!1 i 91 t .6 �i 1UJ L' � Lcs�� 0 2 w 0 4. �k D�,a oIr 6 0w Uw r LU o U ❑ W Y1t0�'flNHSQd'MMM z 1116 t 05 -27 -15 -FIELD 2 REV. Z ° 0 i' z a title: FLASHING DETAILS project no. 2014433.02 W a checked: AB/EA m drawn: 0 date: 04-15-15 0 116 W Scale: AS NOTED 2 d J 0 W h F,UILC)�,I,l N zQ WP2 z o z o O Q W o 0 O t- y 0 n/ iLL L.L O � 0 � CV W W F Q m Z 1— 05 -27 -15 -FIELD 2 REV. Z ° 0 i' z a title: FLASHING DETAILS project no. 2014433.02 W a checked: AB/EA m drawn: date: 04-15-15 ' .,°,1, 1 N Scale: AS NOTED 2 h F,UILC)�,I,l G M� WP2 0 10 the structural aesign or tnls Duiming Is In accorciance W1Ln Lne 4viu 1'iunillA nnniiiniNiiAL nutiiiiiNu uulin aitu i`.i cercuicu FIIITFn. RECORD COPY ter. 3$S Kst� %ZOsIE car