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372 Red Rose Ln 15-1583 (a)REVISIONS REV. # DATE DESCRIPTION 1 08-14-14 ARCH BID/CHK SET 2 KITCHEN ELECTRICAL REV 02-16-15 FLUORESCENT CHANGED TO RECESS LIGHTING LOW WALL AT MASTER BATH AND KITCHEN ISLAND REV PER WALK -TRU FRAMING TRADITIONS SERIES 2 056 THB 5 BUCKINGHAM C LEFT REVISIONS REV. # DATE DESCRIPTION DRAWING INDEX PAGE DESCRIPTION SO PAGE CO DESCRIPTION COVER FOUNDATION PLAN A1C FIRST FLOOR ELEVATION C S3 30 EXTERIOR ELEVATIONS ELEV C FLOOR / LOW ROOF FRAMING PLAN S5 EXTERIOR ELEVATIONS ELEV C L1 LINTEL PLAN 4C ROOF PLAN LAYOUT ELEVATION C 5 STAIR SECTION /INT ELEVS DETAILS D2 D3 DETAILS DETAILS D4 D5 DETAILS DETAILS E1 1st FLOOR ELECTRICAL PLANS WPI FLASHING DETAILS WP2 FLASHING DETAILS DRAWING INDEX PAGE DESCRIPTION SO STRUCTURAL NOTES S1 FOUNDATION PLAN S2 FLOOR PLAN S3 SECOND FLOOR PLAN S4 FLOOR / LOW ROOF FRAMING PLAN S5 ROOF FRAMING PLAN L1 LINTEL PLAN L2 SAFE LOAD TABLES D1 DETAILS D2 D3 DETAILS DETAILS D4 D5 DETAILS DETAILS 1 �J��� LJ_. O G CL cn 4- ANOL ' 0 cc i 1 aSlw- z v 0 ° ! y - i REVIEWED FOR CODE COMPLIANCE a A b PLANS EXAMINER � .2o -IS d � � + DATE ""' SAN RD BUILDING DIVI I N Z mo,Q U i A PERMIT ISSUED SHALL BE CONSTRUED TO BE A m, ;p P y I LICENSE TO PROCEED WITH THE WORK AND NOT AS " :H C AUTHORITY TO VIOLATE, CANCEL; ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL 0 i CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT 0%, 1""6 � THE BUILDING OFFICIAL FROM THEREAFTER rJ o ,n • • • »"" R�� 1 REOUIRING A CORRECTION OF ERRORS IN PLANS; z C r -Zte' Ot" t; O CONSTRUCTION OR VIOLATIONS OF THIS CODE V r w 'A0 qq ww o �h z 3 c SF Z c� ✓V d W COMPACTION TEST 2zw i REQUIRED d Results to be Verified � o LL t�o� nNasas MmM 1 at Slab inspection a Dd �`)1L /A/ SANFOR® I C!1 W — I 1 5,8 3 W W V) Z J L z' 1 F Vi aLO Z o U O N ISSUE DATE 02�16�15 >- < J 0 Lr Q m I CD a � z �, I PAGE DESCRIPTION _ U W 0 �1 0 W d s title: a COVER SHEET n project no. 2015219 ° checked: AB/EA/MC drawn: date: 04-02-15 N scale: AS SHOWN i z C U C 0 The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. VENT HOOD 1, 40'-0" 1, LOW WALL UNDER COUNTER 1B 0 C v P_ \ 12" S0. \-cOL. 8' T.O.M. ti SEMI -FRAMELESS SHOWER ENCL. VERIFY BEFORE COMMENCEMENT OF WORK LEGEND INDICATES 8x8xl6 (NOM.) C.M.U. (EXTERIOR LOAD BEARING), 9'-4" TOP OF CMU INDICATES WALLS TO BE UTILIZED FOR TRUSS BEARING 2x4 WOOD STUDS @ 16" O.C. U.N.O. INDICATES WOOD. STUDS 24" O.C. MAX. (NON LOAD BEARING INTERIOR PARTITIONS ONLY.) (U.N.O.) INDICATES WET WALLS, 2X WOOD STUDS @ 12" O.C. WATER HEATER: PROVIDE MIN. 40 GALLON WATER HEATER WET AREAS: ALL WET AREAS TO BE FRAME WITH STUDS @ 12" O.C. O WINDOW SCHEDULE 0 DOOR SCHEDULE MARK TYPE NOM. SIZES(wdth-ht) HEAD HEIGHT REMARKS 36"X48" A/C UNIT MARK WIDTH 15'-0" THICKNESS COMMENTS 25'-0" CONC PAD J 25 SH ARCH TOP 36"-60" 8'-0" 1'-4" LO 13'-0" 8" ENTRY DOOR W/ GLASS INSERT T-7" 8'-2" 13'-3" 2'-8" 8'-0" 1 3/4" S.C. 20 MIN FIRE RATED DOOR 3 16-0" T-0" GARAGE DOOR 4 O O MASTER BATH 8'-0" S.G.D. 5 2'-0" 8'-0" EGRESS IEGRESS 9'-4" CLG. 2'-6" -- BOT_ OF LINTEL AT 8' -0" --_-- H.C. INTERIOR DOOR 7 2'-8" 8'-0" H.C. INTERIOR DOOR 8 DBL 2'-0" 8'-0" H.C. BI FOLD DOORS 9 LINEN O L 8'-0" H.C. INTERIOR DOOR C3 2'-8" AHU HALF DOOR 11 O -1 5 SHLVS 8'-0" 36 " H.C. INTERIOR DOOR ool `� SINK T B - 5 - 0 UJ UJ z COV LANAI f� CV 3' 3'``b' 14'-4" -10 Ole ISI 01 9'-4" CLG. N 2' 15'-0" X 10'-0" 6 4A 5 --- mi LOW LLQ UNDER COUNTER N 4 _1 O 2'-11" 9'-2" 2'-11" le-- MASTER BEDROOM 5 z I 9'-4" CLG. u•, 11 14'-4" X 19'-5" b� HO - WG 4'-6" 4' 0" 77 15'-0" T-8" — — — —1 R/1 SHLF- 9'-4" --fi cs� WIG o 1 = DINING �' - 9'-4 CLG. 9'-4" CLG. 1 14'-8" X 12'-3" 6 6 I a KITCHEN ISLAND T-0" ° I i� I� SEE DETAILS SHT 5 _ -- I R/1 StiLF 2'-0" 4'-2" 5'-0" BOT OF 2D s SOFFIT @ 8'-0" I I I I _ _6_W_ 1A — + –� 2T-6" SINK 5 c� 1 �- —9'-4" o FAMILY ROOM 0 2C 5 1 EO CLG. 27'-6" X 16'-4" lJ 1 I I ze o q �\ +�� e' <O 5 OPT. C,— L REFj 2E 1B KITCHEN s V 9'-4" CLG. 3'-9" 5'-8" 8'-7 1/2" 2'-11 1/2" LO 64" U) 11 10'-0" X 14'-10" RANGE U) PANTRY — O 3 PIECE O � ACRYLIC 5 SHELVES C114 - UNITS 60" ci HOLD O N 1 0 12'-0" TUB/ SHWR N 11 -3" BATH 2 wC+ CLG. I I BEDROOM 4 SI K DEN z _ ;U_ CLG. 7 -9'-4" 0 CLG. "' - `o ENTRY ;O ix 9'-4" 12'-0" X 11'-0" 3 sO 11'-3" X 10'-1" 9'-4" CLG. 1p c=, 5'-0" X 6'-8" 1~ a O7' -3 " _ o EGRESS I I 0 iv 60 o SI K o TOP OF ARCH 8'-0" 64" 4'-0" 4'-2" co o SII /\7" N 3'9 pT. -7 8,_2„ D IDR EER ih LO O 1 R/1 SHLFF „ „ 4 -8 -0 = I cn1 --1 5 OPT —1 s 7= - 00to 10 m ---- — — W.I.C. �IANSO 11 1 m 1„ 6 BOX II 1R/1SHLF — J R/I L.T 2 H T-9" 7,-T' LU z 21'-8" wH LAUNDRY � 9'-4" CLG. - w Z 5'-10" X 6'-8" BEDROOM 2 ° H 9'4" CLG. " m F-----1 � 11'-4"X10'-11" 3:ATTIC 1 ACCESS I L 11'4"10 _ w _ ----J EGRESS v 2 CAR GARAGE 0 9'-4" CLG. 19'-11" X 2A`-8"-----! -------------------- I b o N — — — — — — — — — — ----- 24" 1EIGHTS rONE VENEER 1 �W 0z w; I I LU I I Z)0 I "I-_ O 16'-0" I I 3'-4" 5'-10" 5'-10" 11'-8" 41 5'-8" 22'-8" 60" HEIGHT STONE VENEER 40'-0" LOW WALL UNDER COUNTER 1B 0 C v P_ \ 12" S0. \-cOL. 8' T.O.M. ti SEMI -FRAMELESS SHOWER ENCL. VERIFY BEFORE COMMENCEMENT OF WORK LEGEND INDICATES 8x8xl6 (NOM.) C.M.U. (EXTERIOR LOAD BEARING), 9'-4" TOP OF CMU INDICATES WALLS TO BE UTILIZED FOR TRUSS BEARING 2x4 WOOD STUDS @ 16" O.C. U.N.O. INDICATES WOOD. STUDS 24" O.C. MAX. (NON LOAD BEARING INTERIOR PARTITIONS ONLY.) (U.N.O.) INDICATES WET WALLS, 2X WOOD STUDS @ 12" O.C. _ 0 LO WATER HEATER: PROVIDE MIN. 40 GALLON WATER HEATER WET AREAS: ALL WET AREAS TO BE FRAME WITH STUDS @ 12" O.C. O WINDOW SCHEDULE 0 DOOR SCHEDULE MARK TYPE NOM. SIZES(wdth-ht) HEAD HEIGHT REMARKS A 25 SH 36"-60" 8'-0" B DBL 25 SH 72"-60" 8'-0" MARK WIDTH HEIGHT THICKNESS COMMENTS 1 J 25 SH ARCH TOP 36"-60" 8'-0" T-0" 8'-0" 1 3/4" ENTRY DOOR W/ GLASS INSERT 2 P 26 SH 36"-60" 8'-0" 2'-8" 8'-0" 1 3/4" S.C. 20 MIN FIRE RATED DOOR 3 16-0" T-0" GARAGE DOOR 4 9'-0" 8'-0" S.G.D. 5 2'-0" 8'-0" H.C. BI FOLD DOORS 6 2'-6" 8'-0" H.C. INTERIOR DOOR 7 2'-8" 8'-0" H.C. INTERIOR DOOR 8 DBL 2'-0" 8'-0" H.C. BI FOLD DOORS 9 DBL 2'-6" 8'-0" H.C. INTERIOR DOOR 10 2'-8" AHU HALF DOOR 11 2'-0" 8'-0" H.C. INTERIOR DOOR _ 0 LO O WINDOW SCHEDULE AREA CALCULATIONS MARK TYPE NOM. SIZES(wdth-ht) HEAD HEIGHT REMARKS A 25 SH 36"-60" 8'-0" B DBL 25 SH 72"-60" 8'-0" C 23 SH 36"-36" 8'-0" D 1/2 33 SH 24"-36" 8`-0" E 26 SH ARCH TOP 36"-72" 8'-0" F 35 SH ARCH TOP 48"-60" 8'-0" G 4040 FX 48"-48" 8'-0" H 4010 FX 48"-12" 8'-0" J 25 SH ARCH TOP 36"-60" 8'-0" K 35 SH 45"-60" 8'-0" L 1/2 35 SH 24"-60" 8'-0" M 1/2 33 SH 24"-36" 8'-0" N 2020 PW 24"-24" 8'-0" PICT WDW o DBL 26 SH 72"-72" 8'-0" P 26 SH 36"-60" 8'-0" NOTES: CONTRACTOR AND SUPPLIER TO VERIFY WINDOW LOCATION, TYPE (FIN vs. FLANGE) AND HEADER HEIGHTS PRIOR TO DELIVERY. HEADER HEIGHTS ARE DIMENSIONED ABOVE FINISH FLOOR (A.F.F.) WINDOW G.C. TO VERIFY ROUGH OPENINGS OF ALL FIELD ASSEMBLED FIXED GLASS WINDOW UNITS PRIOR TO INSTALLTION. 1. SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE CONFIGURATIONS. 2. HEIGHT AT ROUND TOP ALLOWS 2" FOR ARCH FRAMING REFER TO SHEET 5 FOR INTERIOR ELEVATIONS FLOOR PLAN ELEVATION "C11 114" = 1'-0" MASTER 0 CD LU WNcoo, GENERAL NOTES UNLESS OTHERWISE NOTED ry M N U LL N 00 -0O to 1. MISCELLANEOUS OU � � � a. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOW AS NOTED. -tj r --C b. ALL DIMENSIONS AND SITUATIONS PERTAINING TO THE BUILDING ARE TO BE VERIFIED PRIOR p TO BEGINNING OF CONSTRUCTION. NOTIFY B & A DESIGN STUDIO, INC. OF ANY DISCREPANCIES. �j C Q- x mco c. ALL WALL THICKNESS DIMENSIONS AS SHOWN ARE NOMINAL. ACTUAL WALL THIKNESS DIMENSIONS ) MAY BE + OR pCa d' 2. EXTERIOR WALLS: • 1"'( a. ASSUME ALL EXTERIOR WALLS TO BE LOAD BEARING. b. SEE FOUNDATION PLAN FOR CMU WALL REINFORCEMENT LOCATIONS. c. INTERIOR SURFACE OF CMU WALL TO HAVE 1/211 GPBD APPLIED TO 1x P.T. VERTICAL FURRING BATTS SPACED @ 16" O.C. ATTACH FURRING TO CONCRETE WALL AS REQUIRED. d. SECOND FLOOR EXTERIOR WALLS TO BE WOOD STUDS. 3. INTERIOR WALLS: a WOOD FRAMING: al I. ALL PLATES AND SLEEPERS ON CONCRETE SLAB, WHICH ARE IN DIRECT CONTACT WITH THE EARTH, k SHALL BE PRESSURE TREATED. ii. 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.' E' z s TOWNHOMES 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) "NATIONAL SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. • �° " b. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK IS TO BE PRESSURE TREATED. c. SEE STRUCTURAL GENERAL NOTES. °am 5. FINISHES: W r a. ACCESSIBLE SPACE UNDER STAIRS SHALL BE PROTECTED BY 1/2" GYPSUM BOARD. m 4 •.•�r j b. ALL INTERIOR WALLS SHALL HAVE STANDARD Y2" GYP BD, EXCEPT IN HIGH HUMIDITY AND WET AREAS. * p�q,,"� z c. HIGH HUMIDITY AND WET AREAS SHALL HAVE Y2" DENSSHIELD TILE BACKER GYPSUM BOARD. d . r 1 d. ALL INTERIOR CEILINGS SHALL HAVE Y2" SAG- RESISTANT GYP BD. e. ALL EXTERIOR CEILINGS (PORCH & PATIOS) SHALL HAVE Y2" SAG- RESISTANT GYP SOFFIT BOARD. 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 GLASS MAT GYPSUM BACKERS R70.3.8 /R702.4.2 2010 FBRC w w� h: FBC2010 TABLE R302.6:518" TYPE "X" GYPSUM BOARD OR EQUIVALENT IS REQUIRED FOR A GARAGE CEILING WITh # HABITABLE ROOMS ABOVE. ''Y? MINIMUM GYPSUM BOARD IS REQUIRED ON GARAGE SIDE OF INTERIOR WALLS. 0 c 'V` "�•,, 6. CABINETS: ' oc�� a. CABINET MANUFACTURE'S SHOP DRAWINGS TAKE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS SHOWN ON THESE DRAWINGS. 0 B w o *C I _ b. SEE SUPPLIER / MFR'S DRAWINGS FOR KITCHEN, CABINETRY/MILLWORK, AND RESTROOM LAYOUTS. 7. HARDWARE:0 ' c a. ALL LOCKING ARRANGEMENTS SHALL COMPLY WITH NFPA 101, 2009 EDITIONS l�I z v, ¢u" ''•P.,ti 8. WINDOW & DOORS: 1I� z v b ° O',1 i 0 r . S \N a. MISCELLANEOUS: O �'�Afx,/fl` i. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGH OPENING INFORMATION WHICH, MFL -- SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES ON PLAN. �, 8 o ii. CONTRACTOR AND SUPPLIER TO VERIFY WINDOW LOCATION, TYPE (FIN vs. FLANGE), HEADER HEIGHTS, p Co < c:, � � w AND ROUGH OPENINGS PRIOR TO DELIVERY. iE w R 'n U it iii. WINDOW ROUGH OPENING INCLUDES 1x P.T. FRAME ATTACHED TO CMU's. Lo _ iv. DOOR ROUGH OPENING INCLUDES 2x P.T. FRAME ATTACHED TO CMU's. W0D'9NJSQ3M61M v. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE 2010 p FBRC. vi. WINDOW CONTRACTOR TO VERIFY ROUGH OPENINGS OF ALL FIELD ASSEMBLED FIXED GLASS d WINDOW UNITS PRIOR. TO INSTALLATION. vii. ALL WINDOWS IN. WIND BORN DEBRIS AREAS SHALL BE PROTECTED FROM WIND BORN DEBRIS. PROVIDE SHUTTERS CERTIFIED TO C MEET MIAMI-DADE IMPACT TEST. SHUTTERS MUST BE ROLL -DOWN, PANEL ACCORDIAN OR OTHER �/ W V ) APPROVED DESIGN TYPE. BUILDER TO SUBMIT MANUFACTURER, MODEL NO. INSTALLATION i 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 = LABEL. v W b. INSTALLATION: 0) i. WINDOWS & DOORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S 0 �/� INSTALLATION INSTRUCTIONS. 0 r/1LL ii. ALL WINDOW HEADS SHALL BE SET ABOVE FINISH FLOOR AS FOLLOWS: W Z 1. FIRST FLOOR AT 8-0". 2. SECOND FLOOR A T-0" c. ASSEMBLIES: IL z OU I. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2010 FBRC CHAPTER 6, SECTION 612.8 0 O i IU C) ii. INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ Y4"x 3" TAPCONS, 6" FROM EDGES AND 16" O.C. MAX. 2x P.T. BUCKS/NAILERS SHALL EXTEND BEYOND, - N iii. BUCKS LESS THAN 2x TO BE FASTENED W/ CUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. L.V iV. SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE CONFIGURATIONS, rr nn d. TESTING: 0 O V I. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AAMA/NWWDA 101/I.S.2 OR ANSI/AAMA/WDMA 101/I.S.2/NAFS OR AAMA/WDMA/CSA 101/I.S.2/A440 OR TAS 202 (HVHZ SHALL COMPLY WITH TAS 202 UTILIZING ASTAM E 1300-98 OR F L ASTM E 1300-04 02) PER R612.6 IN THE FBRC 2010 O ii. ALL GARAGE/OVERHEAD DOORS SHALL BE LISTED AND TESTED FOR 30 SECONDS AT DESIGN PRESSURE_ = O N (+/-) TO INCLUDE A 10 SECOND GUST AT 1.5 TIMES THE DESIGN PRESSURE. 2 m,^ 9. INSULATION: < Lo TT a. INSULATE ALL EXTERIOR FRAME WALLS WITH R-11 BATT FIBERGLASS INSULATION. z m b. INSULATE ATTIC SPACE WITH R-30 BLOWN FIBERGLASS. r 11 c. INSULATE ALL CMU WALLS (THAT REQUIRE 1" P.T. FURRING STRIPS) WITH R4.1 FI -FOIL PANELS. z �,,,J d. APPLY HILTI FOAM FILLER AT EXTERIOR WALLS AROUND: Z 1. WINDOW FRAMES ii. EXTERIOR DOOR FRAMES tl iii. GAPS AROUND PIPES, VENTS, OUTLETS, ETC. e. INSULATE ALL ATTIC KNEE WALLS WITH R-11 BATTS. p� y a m v p � 40 1 title: o FLOOR PLAN ELEVATION "C" z a project no. 2015219 0 checked: AB/EA/MC m drawn: date: 04-02-15 DISCLAIMER N scale: AS SHOWN �- ..- -- -- ---- -- --------------_...- -- -- ----- -- h I (7 a a AlC U The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. AREA CALCULATIONS FLOOR LIVING 2,057 SQ. FT. TOTAL LIVING COVERED LANAI FRONT PORCH GARAGE 2,057 SQ. 150 SQ. 38 SQ. 463 SQ. FT. FT. FT. FT. TOTAL 27708 SQ. FT. v p � 40 1 title: o FLOOR PLAN ELEVATION "C" z a project no. 2015219 0 checked: AB/EA/MC m drawn: date: 04-02-15 DISCLAIMER N scale: AS SHOWN �- ..- -- -- ---- -- --------------_...- -- -- ----- -- h I (7 a a AlC U The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. 6" FASCIA BOARD 6" FRIEZE BOARD 3"x8" EAVE BRACKET ARCHITECTURAL COMPOSITE SHINGLES 6" BANDING OdL 9'-4" 1 ST FLR TOP OF MASONRY 8'-0" WINDOW HDR HGT. STONE VENEER FRONT ELEVATION"C" FRONT LOAD 1/4" = 1'-0" BUCKINGHAM 0 in OIL 01-01,— — FIN. FLR. ARCHITECTURAL COMPOSITE SHINGLES TEXTURED CEMENT PLASTER FINISH " FASCIA BOARD 6" SMOOTH 77 TEXTURED BANDING STONE VENEER 'STONE LEDGE r N rASCIA IOTCH FASCIA 3 SHOWN OR BRACKET RACKET PER LLEVATION BRACKET C1 DETAIL 1/2" = 1'-0" i TO FASCIA 12 7�6 DETAIL AT Al FRONT ENTRY 1/4" = 1'-0" L 8' L M 00 L0 8X8 BRACKET B1 DETAIL 1" = 1'-0" L:I URAL IINGLES CEMENT R FINISH FASCIA BOARD MOOTH kNDING ENEER LEDGE GENERAL NOTES w � o ,1,1J N ao CV U (YM�� N (nJ�No A VENTILATION CALCULATION C N FORMULA = 2010 FBRC SEC R8062 Q X .0 d S.F.1300 (1/300) /2 (INTAKE VS EXHAUST) ti cin "-Cn * 144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH CD cu REQUIREMENT. ROOF CRITERIA� i 12" OVERHANG U.N.O, PLUMB CUT FASCIA &" ROOF PITCH PER ELEVATION SHINGLES G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY 4" ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. �r FLASHING SHALL BE INSTALLED AT WALL AND ° H ROOF INTERSECTIONS, AT GUTTERS, AT ALL a -, CHANGES IN ROOF SLOPE OR DIRECTION, AND d a AROUND ROOF OPENINGS. R703.6 EXTERIOR PLASTER. ° 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 W_ W ASTM C 1063. z M N o,tittt:t�� R703.6.3 WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED TO LATH OVER FRAME CONSTRUCTION, MEASURES SHALL . ". 4 BE TAKEN TO PREVENT BONDING BETWEEN THE CEMENT ooe "„ �, • I PLASTER AND THE WATER RESISTIVE BARRIER. A BOND BREAK H SHALL BE PROVIDED BETWEEN THE WATER RESISTIVE BARRIER AND THE CEMENT PLASTER (STUCOO) CONSISTING OF ONE OF THE wW .o o�� FOLLOWING.�Q �'".F ' w w _`� *0F E' 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER HLU � MATERIAL COMPLYING WITH SECTION R703.2 zow uw ORU 2. ONE LAYER OF AN APPROVED WATER RESISTANT BARRIER ° WODDNISG MMM COMPLYING WITH SECTION R703.2 OVER AN APPROVED d 0 PLASTIC HOUSE WRAP OR 3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN d ACCOIRDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. W Z F EXTERIOR CEMENT PLASTER FINISH W THICKNESS: cn W - r � LL 5/8" MIN. ON CMU WALLS g� z WJ 7/8" MIN. ON LATH ON FRAME WALLS ; L z 0 FINISH SHALL BE NON STRUCTURAL 0 O a R612.2 Window sills. Q Q In dwelling units, where the opening of an operable window is located more than ry_ 72 inches (1829 mm) above the finished grade or surface below, the lowest part c of the clear opening of the window shall be a minimum of 24 inches (610 mm) W O I Z CU above the finished floor of the room in which the window is located. Operable a -- sections of windows shall not permit openings that allow passage of a 4 inch U-) (102 mm) diameter sphere where such openings are located within 24 inches N V (610 mm) of the finished floor. 0 Q QLo ARCHITECTURAL ° r COMPOSITE SHINGLES C '"7 RIGHT ELEVATION 1/411 = 1'-0" ° checked: AB/EA/MC drawn: DISCLAIMER date: 04-02-15 0 N scale: AS SHOWN CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. 7: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. 0. 3C The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. i i 9'-4" 1ST FLR TOP OF MASONRY rl- N 8'-0" - WINDOW HDR HGT. 6" SMOOTH TEXTURED CEMENT PLASTER FINISH HEADER BAND STONE LEDGE---' STONE VENEER------. 0'-0" — FIN. FLR. ARCHITECTURAL COMPOSITE SHINGLES 6" BANDING OdL 9'-4" 1 ST FLR TOP OF MASONRY 8'-0" WINDOW HDR HGT. STONE VENEER FRONT ELEVATION"C" FRONT LOAD 1/4" = 1'-0" BUCKINGHAM 0 in OIL 01-01,— — FIN. FLR. ARCHITECTURAL COMPOSITE SHINGLES TEXTURED CEMENT PLASTER FINISH " FASCIA BOARD 6" SMOOTH 77 TEXTURED BANDING STONE VENEER 'STONE LEDGE r N rASCIA IOTCH FASCIA 3 SHOWN OR BRACKET RACKET PER LLEVATION BRACKET C1 DETAIL 1/2" = 1'-0" i TO FASCIA 12 7�6 DETAIL AT Al FRONT ENTRY 1/4" = 1'-0" L 8' L M 00 L0 8X8 BRACKET B1 DETAIL 1" = 1'-0" L:I URAL IINGLES CEMENT R FINISH FASCIA BOARD MOOTH kNDING ENEER LEDGE GENERAL NOTES w � o ,1,1J N ao CV U (YM�� N (nJ�No A VENTILATION CALCULATION C N FORMULA = 2010 FBRC SEC R8062 Q X .0 d S.F.1300 (1/300) /2 (INTAKE VS EXHAUST) ti cin "-Cn * 144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH CD cu REQUIREMENT. ROOF CRITERIA� i 12" OVERHANG U.N.O, PLUMB CUT FASCIA &" ROOF PITCH PER ELEVATION SHINGLES G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY 4" ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. �r FLASHING SHALL BE INSTALLED AT WALL AND ° H ROOF INTERSECTIONS, AT GUTTERS, AT ALL a -, CHANGES IN ROOF SLOPE OR DIRECTION, AND d a AROUND ROOF OPENINGS. R703.6 EXTERIOR PLASTER. ° 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 W_ W ASTM C 1063. z M N o,tittt:t�� R703.6.3 WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED TO LATH OVER FRAME CONSTRUCTION, MEASURES SHALL . ". 4 BE TAKEN TO PREVENT BONDING BETWEEN THE CEMENT ooe "„ �, • I PLASTER AND THE WATER RESISTIVE BARRIER. A BOND BREAK H SHALL BE PROVIDED BETWEEN THE WATER RESISTIVE BARRIER AND THE CEMENT PLASTER (STUCOO) CONSISTING OF ONE OF THE wW .o o�� FOLLOWING.�Q �'".F ' w w _`� *0F E' 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER HLU � MATERIAL COMPLYING WITH SECTION R703.2 zow uw ORU 2. ONE LAYER OF AN APPROVED WATER RESISTANT BARRIER ° WODDNISG MMM COMPLYING WITH SECTION R703.2 OVER AN APPROVED d 0 PLASTIC HOUSE WRAP OR 3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN d ACCOIRDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. W Z F EXTERIOR CEMENT PLASTER FINISH W THICKNESS: cn W - r � LL 5/8" MIN. ON CMU WALLS g� z WJ 7/8" MIN. ON LATH ON FRAME WALLS ; L z 0 FINISH SHALL BE NON STRUCTURAL 0 O a R612.2 Window sills. Q Q In dwelling units, where the opening of an operable window is located more than ry_ 72 inches (1829 mm) above the finished grade or surface below, the lowest part c of the clear opening of the window shall be a minimum of 24 inches (610 mm) W O I Z CU above the finished floor of the room in which the window is located. Operable a -- sections of windows shall not permit openings that allow passage of a 4 inch U-) (102 mm) diameter sphere where such openings are located within 24 inches N V (610 mm) of the finished floor. 0 Q QLo ARCHITECTURAL ° r COMPOSITE SHINGLES C '"7 RIGHT ELEVATION 1/411 = 1'-0" ° checked: AB/EA/MC drawn: DISCLAIMER date: 04-02-15 0 N scale: AS SHOWN CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. 7: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. 0. 3C The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. i i IN ARCHITECTURAL COMPOSITE SHINGLES 6" FASCIA BOARD TEXTURED CEMENT PLASTER FINISH REAR ELEVATION 1/411 = 1'-0" MASTER W � 6 4 E WNCON U GENERAL NOTES � co cN N o x CO VENTILATION CALCULATION FORMULA = 2010 FBRC SEC R8062 C Q X S.F./300 (1/300) /2 (INTAKE VS EXHAUST) C) `� ' 144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH REQUIREMENT. ROOF CRITERIA y i� 12 OVERHANG U.N.O PLUMB CUT FASCIA �cI ROOF PITCH PER ELEVATIONP SHINGLES G.C. VERIFY ROOF PITCH;,, ROOFPITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. a FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS AT GUTTERS AT ALL 0 x CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. "m R703.6 EXTERIOR PLASTER. •' " - R703.6.1 EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL d' 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 W ASTM C 1063. a � " �AJN mss, R703.6.3 WHERE CEMENT PLASTER (STUCCO) IS TO BE _ ���°° e�, APPLIED TO LATH OVER FRAME CONSTRUCTION, MEASURES SHALL o. BE TAKEN TO PREVENT BONDING BETWEEN THE CEMENT PLASTER AND THE WATER RESISTIVE BARRIER. A BOND BREAK w SHALL BE PROVIDED BETWEEN THE WATER RESISTIVE BARRIER AND THE CEMENT PLASTER (STUCOO) CONSISTING OF ONE OF THE °'Q FOLLOWING. w z o'•......,`' � 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER w 't sett eo MATERIAL COMPLYING WITH SECTION R703.2 LL OR s 2. ONE LAYER OF AN APPROVED WATER RESISTANT BARRIER COMPLYING WITH SECTION R703.2 OVER AN APPROVED ° PLASTIC HOUSE WRAP i OR 3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION () INSTRUCTIONS. W ! EXTERIOR CEMENT PLASTER FINISH - W ' s THICKNESS: CIS V— MIN. ON CMU WALLS z J5/8" O 7/8" MIN. ON LATH ON FRAME WALLS d z � O E --- FINISH SHALL BE NON STRUCTURAL a a Q a R612.2 Window sills. < < ° In dwelling units, where the opening of an operable window is located more than a 72 inches (1829 mm) above the finished grade or surface below, the lowest part 0 Q r of the clear opening of the window shall be a minimum of 24 inches (610 mm) 1 z above the finished floor of the room in which the window is located. Operable �. sections of windows shall not permit openings that allow passage of a 4 inch a � pp 9 �- O U 102 d' t h h h 1 t d 'th; 24 ' h s re oca a VV In Inc es V re suc openinga 12 1 ( mm) lame er op erw e O N ARCHITECTURAL (610 mm) of the finished floor. 0 6 6 COMPOSITE SHINGLESLo MM J W T y c IZ- � � n W t.J I � a �� BANDING a co w a _7Z 9'-4" - 1 ST FLR TOP OF MASONRY 1 LEFT ELEVATION 1/4" = 1'-0" project no. zu�51�y ° checked: AB/EA/MC drawn: 04-02-15 DISCLAIMER V" date: 0 N scale: AS SHOWN 0 CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR = CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. } NO EXCEPTIONS. a 3C�l The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. ROOF PLAN ELEVATION VIC11 1/411 = 1'-011 MASTER W�m� Io � M NCF) q GENERAL NOTES 00 � .o i 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO r is v a SERVE AS A TRUSS DESIGN. a X .Cu.rn cn 2. TOP PLATE HEIGHTS VARY. SEE BUILDINGcu SECTIONS, WALL SECTIONS AND ELEVATIONS FOR { o Q 1 BEARING HEIGHTS., 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS, ` '' ° • ' OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF I TRUSSES AT ALL NON-BEARING WALLS AND ATp i VOLUME AREA UNLESS NOTED OTHERWISE. ' 5. ALIGN TRUSSES AND HAND FRAMING SO ALL r { GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS:" z A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS." B) ATTIC LOCATED HVAC UNITS AS SHOWN ON ,°�m 04 I PLANS.g 4•'° j , } K Z 7. REFER TO MANUFACTURER SPECIFICATIONS FOR IL INSTALLATION REQUIREMNTS OF ALL HARDWARE BEFORE INSTALLATION. f z W m � � ���VeB3Yfsdd N 8. PROVIDE BRACING AND BLOCKING PER BCSI-03 IN ADDITION TO BRACING AND BLOCKING SHOWN ONn C)VVN PLANS. a w 0 t UJ 4, UJ VENTILATION REQUIRED X11 z QOF 0a z wjddd�tEll �1a 2,707 S.F. / 300 = 9.0233 W Q 9.0233 / 2 = 4.51166 z0 owl 0 oow U * ❑ 4.51166 144 = 649.6799 SQ. IN. YIO�';JNHSQ;I'MMM 650 SQ.IN OF VENT REQUIRED o d � W a - W r LL w � W Z z 0 1 INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF !- CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. I IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. d { NO EXCEPTIONS. U 4C 1 The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. i I i i O C) U) C) a R W oo� F Lo O N Q n-17 _ m z Z a n a m I d SQA 9'iyTM �C i I 1 title: o ROOF PLAN a z project no. 2015219 checked: AB/EA/MC m drawn: DISCLAIMER date: 04-02-15 N scale: As SHOWN INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF !- CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. I IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. d { NO EXCEPTIONS. U 4C 1 The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. i I i i 2B 5 0 60 FILLER 1A KITCHEN 1/4" = 1'-0" 2D 5 5'-0" 2'-0" 1'-0" 2'-0" CABS PER CABS PER SUPPLIER SUPPLIER — — — DW SINK (f) LL 00 00 '� —1 PER RANGE SUPPLIER N SCE PA CABS PER ThItco O d' C C fl X'� SUPPLIER AT 20" HIGH 1A KITCHEN 1/4" = 1'-0" 2D 5 5'-0" 2'-0" 1'-0" 2'-0" CALIFORNIA COUNTER TOP 2A ISLAND P LAN 1/4" = 1'-0" 2X4 LOW W/ AT 34" HIGH LINE OF COI ABOVE 2X4 LOW W) AT 20" HIGH 2X LEDGER AT 20" HIGH TILE SHELF 2C 5 MASTER W m to N I I 0, o0 0y U M�� (n N (f) LL 00 00 '� II PER RANGE SUPPLIER N 2X LEDGER ThItco O d' C C fl X'� AT 20" HIGH r o LINE OF TUB I L � C14 a rkJ � o CALIFORNIA COUNTER TOP 2A ISLAND P LAN 1/4" = 1'-0" 2X4 LOW W/ AT 34" HIGH LINE OF COI ABOVE 2X4 LOW W) AT 20" HIGH 2X LEDGER AT 20" HIGH TILE SHELF 2C 5 MASTER 1 g KITCHEN 1/4"= 1'-0" i 26 ELEV /4� 1' 1" 2C ELEV 1/4" = 11-011 N N Ln I , 31/2", 5'-0" VARIES PLAN VIEW — RECTANG. TUB AA 2X LEDGER AT 20 HIGH 2X4 LOW WALL AT 34" HIGH PLAN VIEW 25 TUB DETAILS 1/2"= 1'-0" 2D ELEV ZE ELEV 1/4' 1/4" = 11-011 LINE OF COUNTER TOP W m to N ABOVE 0, o0 0y U M�� (n 2X4 LOW WALL (f) LL 00 00 '� CABS PERCABS SUPPLIER PER RANGE SUPPLIER � • �; ,,-' r. Imo- ...r C) 2X LEDGER ThItco O d' C C fl X'� AT 20" HIGH co I� (A "0 LINE OF TUB 1 g KITCHEN 1/4"= 1'-0" i 26 ELEV /4� 1' 1" 2C ELEV 1/4" = 11-011 N N Ln I , 31/2", 5'-0" VARIES PLAN VIEW — RECTANG. TUB AA 2X LEDGER AT 20 HIGH 2X4 LOW WALL AT 34" HIGH PLAN VIEW 25 TUB DETAILS 1/2"= 1'-0" 2D ELEV ZE ELEV 1/4' 1/4" = 11-011 LINE OF COUNTER TOP ABOVE CABS PER SUPPLIER VENT 2X4 LOW WALL CABS PERCABS SUPPLIER PER RANGE SUPPLIER 1 g KITCHEN 1/4"= 1'-0" i 26 ELEV /4� 1' 1" 2C ELEV 1/4" = 11-011 N N Ln I , 31/2", 5'-0" VARIES PLAN VIEW — RECTANG. TUB AA 2X LEDGER AT 20 HIGH 2X4 LOW WALL AT 34" HIGH PLAN VIEW 25 TUB DETAILS 1/2"= 1'-0" 2D ELEV ZE ELEV 1/4' 1/4" = 11-011 LINE OF COUNTER TOP ABOVE 2X4 LOW WALL ---_ AT 34" HIGH 2X LEDGER AT 20" HIGH LINE OF TUB NOT SHOWN C14 D H AA DETAIL N LINE OF TUB NOT SHOWN 20" HIGH 2X4 LOW WALL 00 1 BB DETAIL LINE OF COUNTER TOP ABOVE LINE OF TUB NOT SHOWN 2X4 LOW WALL AT 20" HIGH v 3 BATH #a- 1/4" = 1'-0" q �OPTIONAL I^ 7IU I II I 5 UTITLITY 1/4" = 1'-0" I NS SUPPLIER I V 42" HT LOW WALL W/ CAP .I z MASTER BATH 4B MASTER BATH -011 yyyW z«.M 6 I LI � r�rrr oil hh 0 lJJ u w C9 IL njig•• • z o �����4lrrl t•c as! zQ.�M¢ �N V. � 45 "° 1HU�''JN'3SQ3'MMM o ' a U^ W W H L U) LL Z W 6 z O 1 0 O v p U) O 0 O V Z o � CQ I.L LoQ 0 N U �- Z m Q Q LO 1 w F-- _ n � Z � I r 0 I, oc m r Z i i .1 1 n I SAAipo o eD W q = title: i 3 INT. ELEVS Z � project no. 2015219 { checked: AB/EA/MC �. .drawn: I date: 04-02-15 j DISCLAIMER ° I AS SHOWN CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. H 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. 0}. NO EXCEPTIONS. 0 0 1 5 1 The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. VENT RANGE— HOOD OUTSIDE METER WPGFIC FLOOD LIGHT W/ FIXTURE COMPLETE ., , ,.. .. PREWIRE FAN l� 1 I WPGFI I C? / 7'-4" � DINING / 9'-4" CLG. PRE WIRE G D� PENDANT GFI I � LIGHTS \ Cl) < PRE -WIRE EDICATED KITCHEN �� PENDANT 9'-4" CLG. �,r� .�o LIGHTS / C? GAF" '" ••d" '+r 'W+^i,fiq�9�45YttlG 4`ud I/�'�' �'�'�.(�%� BEDROOM 4 9'-4" CLG. FAN PREWIRE o N q = 1 2'-10" 8'4" fV MASTER BEDROOM 9'-4" CLG. I I I O PREWIRE FAN / k 05 I i s / 0 0 r WPGFIC 15'-0" io O M LINEN GFI VP ASTER B 9'-4" CLG.g 4'-0" - - - - - - - - - - GREAT ROOM OUTLET \ I 9'-4" CLG. @ 5-0" A. F. °. O PREWIRE FAN � p FOYER 9'-4"CLQ , i �sT VP I O N �q,JX � r BATH 2\ 9'-4" CLG. w (�� GFI @ I [ 42" 220V r V..1TILITY m ► .... 9'41 CLG. W ° u WH f � , I DENSw I I 9'-4" CLG. I "t � a I PB ► PREW RE I AN R O WPGFIC r ► CD "I FI CLG. 1 st FLOOR ELECTRICAL PLAN- 1/4" LAN1/4" = 1'-0" w� Iv O PREWIRE�� / FAN BEDROOM 2 / 9'-4" CLG. Z I / 71 y i i i AT LtMf 1 ?.E-fPr�- W019-0 1 ArltlTcak tJ `5L0(N*0• POWER CO. FEE 150A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER /0 or 4/0 SER Alu MAIN O 150 AMP Disconnect 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel ELECTRICAL RISER NFPA 70-NEC2005 ADD GFCI PROTECTION TO RECEPTACLES IN LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLE OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. 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. MASTER I`- GENERAL NOTES WLU '�cD N o0 N U 1. FAN, PHONE, & CATV LOCATIONS PER CONTRACT � N N o U) � co 00 R314.2/R15.1 • I`- M 2. ALL SMOKE/CARBON MONOXIDE DETECTORS TO BE INSTALLED PER o d "t c 2010 FBRC REFERENCED NFPA 72. SMOKE DETECTORS SHALL BE c x HARDWIRED INTO AN AC ELECTRICAL POWER SOURCE AND SHALL BE M CU EQUIPPED WITH A MONITORED BATTERY BACKUP. 3. ARCH FAULT BREAKERS: ALL BRANCH CIRCUITS SERVING BEDROOMS, " FAMILY ROOMS, HALLWAYS AND DINING ROOMS SHALL BE PROTECTED BY ARCH FAULT BREAKERS, PER NEC 210.128 w 4. TAMPER-RESISTANT "TR" RECEPTACLES: ALL 125 -VOLT, 15 & 20 AMPERE ELECTICAL OUTLETS (RECEPTACLES) IN LIVING ROOM AREAS, BATHROOMS, KITCHEN, GARAGE, LAUNDRY ROOM, AND; I EXTERIOR LOCATIONS MUST BE "TAMPER-RESISTANT" PER NEC 406.11 ( �� {A 5. ALL ELECTRICAL WORK AND APPLIANCES SHALL CONFORM TO �'�k, ��, �r�,; 2010 FBRC REFERENCED NFP 72 6. EXCEPTIONS FROM GFI REQUIREMENTS SHALL BE PERMITTED PROVIDED LOCATION WHERE EXCEPTION IS DESIRED IS ALLOWED PER 2010 FRBC REFERENCED NFPA 72 7. UNLESS OTHERWISE INDICATED OR GOVERNED BY CODE, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS •" ABOVE FINISH FLOOR. ELECTRICAL DEVICES ABOVE FIN. FLR. 0' SWITCHES AND WALL OUTLETS OVER COUNTERS 48" TO C.L.#y REMAINING SWITCHES 48" TO C.L. _ ' �0 , WALL OUTLETS 12" TO C.L. 19 TELEPHONE OUTLETS 12" TO C.L. 0. ' TELEVISION OUTLETS 12" TO C.L. EXTERIOR GFI'S 12" TO C.L. GARAGE GFI'S (ABOVE GARAGE FLOOR) 48" TO C.L. w W w LU .n a THERMOSTAT 54" TO C.L. DOOR BELL CHIMES 84" TO C.L. z DOOR BELL BUTTON LEVEL W/ DOOR HANDLE > w o z KITCHEN HOOD FAN "WHIP" 66" TO C.L. KITCHEN WALL HUNG MICROWAVE RECEPTACLE 76"TOC.L KITCHEN DISHWASHER RECEPTACLE UNDER SINK q L' I �' V 1 W n �� ❑ r KITCHEN RANGE 24" TO C.L. <fr Y w O KITCHEN REFRIGERATOR 48" TO C.L. »' Q p a N Z LO WASHER/DRYER OUTLET 36" TO C.L. ° ' > o r C.L. = CENTER LINE �4 O O c HOLLYWOOD LIGHTS 84" TO C.L. Z 9 �1 zw�� U W ELECTRICAL KEY o C 1X00'0N7f Stl:{' MMM DUPLEX CONVENIENCE OUTLET Wa WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET L HALF -SWITCHED DUPLEX OUTLET d ® DUPLEX OUTLET IN FLOOR W 220V Id DISPOSAL 220 VOLT OUTLET W IJP � w WALL SWITCH $' THREE-WAY SWITCH $4 FOUR-WAY SWITCH LL LL a Z UJ $D DIMMER SWITCH 0 J O MOTION DETECTOR SWITCH (OPTIONAL) 6 Z O ' O PRE -WIRED SPEAKER 0 Q F Q RECESSED LIGHT FIXTURE EIV, RECESSED LIGHT FIXTURE - VAPOR PROOF Z nry O MONO POINT TRACK HEAD (OPTIONAL) O PENDANT FIXTURE H 2 1 Z 0 G (0 - - SURFACE MOUNTED LIGHT FIXTURE pLo ry U WALL MOUNTED LIGHT FIXTURE W oO N © FLUORESCENT LIGHT FIXTURE coALL MOUNTED STRIP LIGHT W ^LI UNDERCABINET LIGHTING (OPTIONAL) F _ (n WALL SCONCE _ V T O EXHAUST FAN EXHAUST FAN & LIGHT COMBO F -� OUTLET FOR GARAGE DOOR OPENER SOFFIT OUTLET (OPTIONAL)co a GHrs�aS CHIMES 4 PUSHBUTTON SWITCH 0 dl O SMOKE DETECTOR/CARBON MONOXIDE DETECTORS _ 17 TELEPHONE OUTLET PREWIRE SANFORD 7 TELEVISION OUTLET PREWIRE �FA�R1N�F�� 4 THERMOSTAT W T ' ' gELECTRIC METER _ ©ELECTRIC PANEL title: a 1 st FLOOR DISCONNECT SWITCH ELECTRICAL PLAN SECURITYSYSTEM KEYPAD n a project no. 2015219 W 101 PRE -WIRE FOR CEILING FAN checked: AB/EA/MC drawn: date: 04-02-15 V O KI ,W- N scale: AS SHOWN The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. SECURITY/FLOOD LIGHTS 0 GAS METER JB JUNCTION BOX } a 0 0 E1 The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. 'K Jh11NULt UN 'Itff h tL I UVtN KUUF 3 SPECIFIED ON NAILING SCHEDULE 'RE -ENGINEERED ROOF TRUSSES @ 24" O.0 HURRICANE STRAP PER ROOF FRAMING PLAN BRG. HGT. -UM. DRIP EDGE c6. FASCIA VENTED ALUM. SOFFIT FINISH TING AS REQ'D 4 TYPICAL WINDOW & SLIDING GLASS DOOR Z FLASHING DETAIL N.T.S. MASTER (ASSEMBLED WEATHER MECHANICALLY FASTEN AS RESISTIVE NECESSARY IN CORNERS BARRIER THROUGH FLASHING x 0 WEATHER RESISTIVE FLASHING BARRIER �{ W ° �- X14 TAPE CO 2 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING SILL PLATE FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL N.T.S. OPTION - A FLASHING WOODEN SIDING r- SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3, INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE N.T.S. 50# FELT OVER METAL FLASHING A G U CCI T SHINGLE ROOF PER CONTRACT TYPICAL VALLEY FLASHING DETAIL. N.T.S. TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS �E9jy FOLD UP WEATHER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO FR RESISTIVE BARRIER & TEMPORARILY SECURE ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER RF`S�S 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING WEATHER RESISTIVE BARRIER �P SILL PLATE (SEE DETAIL B (DO FOR OPTIONS) 0P� �- CORNER PATCH Ik5" METAL FLASHING AR BETWEEN SHING AND SHINGLES SHINGLE PER CONTRACT MASTER (ASSEMBLED DWINDOW) r ]r� = 0 x 0 c c w y; FLASHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING SILL PLATE FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL N.T.S. OPTION - A FLASHING WOODEN SIDING r- SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3, INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE N.T.S. 50# FELT OVER METAL FLASHING A G U CCI T SHINGLE ROOF PER CONTRACT TYPICAL VALLEY FLASHING DETAIL. N.T.S. TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS �E9jy FOLD UP WEATHER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO FR RESISTIVE BARRIER & TEMPORARILY SECURE ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER RF`S�S 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING WEATHER RESISTIVE BARRIER �P SILL PLATE (SEE DETAIL B (DO FOR OPTIONS) 0P� �- CORNER PATCH Ik5" METAL FLASHING AR BETWEEN SHING AND SHINGLES SHINGLE PER CONTRACT r I z y_A K tl tlmw ' d TYPICAL ROOF TO WALL FLASHING DETAIL I N.T.S. W o �,` r ter{fie °@� o e� 1 o rig� o LU �9 w 0 Prz P kinfut "N... ��.r.. WALL PER PLAN 0 z v� � iHo�•oxasaannnnen d I 611 5"x5" METAL FLASHING _ w/TAR BETWEEN F FLASHING AND SHINGLES RUN KICKOUT FLASHING 6° J III PAST EDGE OF ROOF C v, J ROOF PER PLAN 2 Cn W Z W J FLASHING 0 Z 1 NOTES: •b v� o E 33 19 ! 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE � n/ (MIN.6"WI°E) TYPICAL ROOF TO WALL FLASHING DETAIL n 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS - 0 LL rr nn N.T.S. PLAN VIEW V W O 3. MECHANICALLY FASTEN AS NECESSARY F C I TYPICAL SLIDING GLASS DOOR FLASHING DETAIL LO - _ o U N.T.S. O N J m 2010 FBRC SECTION 703.8 ° Q 1 EXTERIOR WALLS SHALL PROVIDE THE BUILIDNG WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN Q 1 I 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 _ oci 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 E _ MANUFACTURER'S SPECIFICATIONS OR INSTALLATION INSTRUCTIONS. - I 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 a U 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 © D LAYER NOT LESS THAN 2 INCHES 51 mm WHERE JOINTS OCCUR FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES a m APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER L 0 ( ) (152 mm) 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 0 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 m ' corrosion -resistant flashings shall be installed at all of the following locations: SANFORD 1. Exterior window and door openings. Flashin at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier for g � 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: W 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. o tine: 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMAMDMA 250. FLASHING DETAILS 1.4 In accordance with the flashingmethod of a registered design professional. 1 r other mason construction with frame or st��cco walls with projecting lips on both sides under stucco copings. ° project no. 2015219 2. At the Intersection of chimneys o masonry � p J g p� checked:. AB/EA/Mc a 3. Under and at the ends of masonry, wood or metal copings and sills. DISCLAIMER I 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. m drawn. date: 04-02-15 N scale: AS NOTED 0 ' a ��1 0 The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. EDITED: MASTER I--jZbo EE w ) N A QU c c w y; ti r, y.., r 0 �{ W ° �- X14 CO r I z y_A K tl tlmw ' d TYPICAL ROOF TO WALL FLASHING DETAIL I N.T.S. W o �,` r ter{fie °@� o e� 1 o rig� o LU �9 w 0 Prz P kinfut "N... ��.r.. WALL PER PLAN 0 z v� � iHo�•oxasaannnnen d I 611 5"x5" METAL FLASHING _ w/TAR BETWEEN F FLASHING AND SHINGLES RUN KICKOUT FLASHING 6° J III PAST EDGE OF ROOF C v, J ROOF PER PLAN 2 Cn W Z W J FLASHING 0 Z 1 NOTES: •b v� o E 33 19 ! 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE � n/ (MIN.6"WI°E) TYPICAL ROOF TO WALL FLASHING DETAIL n 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS - 0 LL rr nn N.T.S. PLAN VIEW V W O 3. MECHANICALLY FASTEN AS NECESSARY F C I TYPICAL SLIDING GLASS DOOR FLASHING DETAIL LO - _ o U N.T.S. O N J m 2010 FBRC SECTION 703.8 ° Q 1 EXTERIOR WALLS SHALL PROVIDE THE BUILIDNG WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN Q 1 I 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 _ oci 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 E _ MANUFACTURER'S SPECIFICATIONS OR INSTALLATION INSTRUCTIONS. - I 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 a U 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 © D LAYER NOT LESS THAN 2 INCHES 51 mm WHERE JOINTS OCCUR FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES a m APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER L 0 ( ) (152 mm) 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 0 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 m ' corrosion -resistant flashings shall be installed at all of the following locations: SANFORD 1. Exterior window and door openings. Flashin at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier for g � 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: W 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. o tine: 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMAMDMA 250. FLASHING DETAILS 1.4 In accordance with the flashingmethod of a registered design professional. 1 r other mason construction with frame or st��cco walls with projecting lips on both sides under stucco copings. ° project no. 2015219 2. At the Intersection of chimneys o masonry � p J g p� checked:. AB/EA/Mc a 3. Under and at the ends of masonry, wood or metal copings and sills. DISCLAIMER I 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. m drawn. date: 04-02-15 N scale: AS NOTED 0 ' a ��1 0 The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. EDITED: MASTER W o� � E ' � M � N 7/8" Cement Plaster -- 7/8" Cement Plaster � COg� in accordance with in accordance with . N -v 1 - ti N FIGURE 1: FLASHING INSTALLATION FLASHING INSTALLATION ASTMC926 ASTMC926 �- •° _ WHERE ROOF MEETS VERTICAL WALL Felt backed metal Felt backed metal WALL SHEATHING o i //r/!i, _._..._._... - ..._... _._.r. _, ._., ASPHALT SEALANT: / ' lathe in accordance W lathe in accordance / , % jar/! /! EXTEND MIN. OF 6" with ASTMC1063 d� n with ASTMC1063 GALV. MTL. OUTSIDE OF FLASHING%%% CRICKET AS TEXTURED, PAINTED ASPHALT BASED M �( �� 'L' FLASHING ROOF CRICKET: BUlldln Pa er Building Paper {, SPECIFIED EXTER. WALL FINISH --w► SEALANT APPLIED g p r$ s BY PLAN MIN: 3:12 SLOPE BEHIND FLASHING ��. (REQUIRED AT ( Q 6 X 18 H GALV.s ROOF z i 7/16 O.S.B. ,r 7/16" O.S.B.O.$.B. ALL LEVEL VALLEY VERTICAL WALL , FLASHING CONT. AND EXTENDING A i i �`—° � , ,,-�' sheathing ............. ............. ............. LOCATIONS I ' sheathing /�,/'s ) r, . AT ENTRY ¢ MINIMUM OF ABOVE g „/ z U PLASTER STOP i iN I L . VERTICAL RISE OF ....... e ROOF . , Keep top edge FLASHING AT KNEEWALL Metal of Weep screed ............. _ SHIN ............. Flashing 2" below top of DIVERTER 6" X 18" H GALV. wblock SEALANT 3 1/2" �FLASHING FLASHING CON.... " r :: npe Unperforated Vulcum; Flange 7/8" FLASHING DETAILS Weep Screed cauk bottom NOTE: THIS DETAIL IS REQUIRED p 1 Y�", ° DRIP EDGEflN AT ALL VERTICAL WALL INTERSECTIONS 0111t only 6" HORIz. :.:;: Bottom of 3�1/2�' Unperforated „ FASCIA WITH ROOF VALLEYS &ROOF CRICKETS. Maintainp Flashing r FLASHIN Weep Screed Flange 7/8" Weep Screed �-�' --ROOFING FELT ., 1 1/2" to 2" FIGURE 2: WALL FINISH ... .........�._�-- Above Roof 1/2" Cementitious FLASHING DETAIL AT CRICKET / Sheathing Decorative Finish TEXTURED, PALATED KNEEWALL INTERSECTION�w EXTERIOR WALL FINISH r. ;< ROOFING SYSTEM IS CERTAINTEED LANDMARK TL OR AR ASPHALT SHINGLES MANUFACTURED BY 'b ti HOLD EXTERIOR CERTAINTEED CORPORATION. All II1SIde and w y FINISH 2" ABOVE outside corner Will ROOF 36 deed to be miter m�,?� " t d caulked �m FLASHING 1, 8.. $ 8.. 8.. 8.. 1.. Cement Plaster CU n CaU e a s ti men a II n 'n_ ; � ,. ,;:.: in accordance butt joints need to d _ a% v�a9B SEALANT with ASTMC926 bei aulked using u cum caulk for all over wood 2nd a •• NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING CAULKING `° . , .. floor '. pack NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. V°`y ori N Line valley by centering abo� sh. 0 �7 [] . 1 ) (� U i 36" wide b �ao�ea'9i0s R�t�acK,7 _ r� C✓ z Certain -reed Win erGuard o�efes �ssha� Q nti W � I "� r nderlaryment or in �eesa��'� y� S,de\� Vnder�ayme h ' aP d9e O a, v ASPHALT SEALANT: 2 . t1/2" z y q•��' .` EXTEND MIN. 6"ABOVE qukalentdirec to tr(o`J 4�GeJoe 3�6".- ouoe Matas �� C a , gn oap 1 /2 Cement _ �� •° ,� o .� Rake FLASHING Metal Znac tet�peCa Plaster Finish ra _N �F 6 TO 12 Drip 22, 0 F cn �� ��a// 9!PER 1 SPEC S. N 6'oof t nail within Embed ga h shingle Edge 29. 6 �a�ae ,r IS E i� N o 6 HIGH In a z za 2 1/2 Perforated iE a valley centerline °� gow wide strip o asphalt 1 eC DIVERTER 6 raging cem nt. Save 7' piec Block Flange 1/2" Weep P ❑ FLASHING o GALV. 'L' FLASHING cut 2" se in 5th Cour 7' Screed d TYPICAL. E o diagonal o upper Extend the shingles Cement zH000xas°ann'ann ROOFING FELT orner o tri med over the rake nnd Plaster d eaves about 1�z" if drip edge is Over block DRIP EDGE le. used, or about 3/4" 1 st floor if no drip edge is used. Install bottom 6 FASCIA cuts ingles 2" Slab edge of weep back from screed 1" below valley centerline finish floor W FIGURE 3: CORNER DETAIL F �FLASHING DETAILS- OPTIONAL DETAIL D3 N.T.S. Note: CZ) The building paper and metal ° C/) LL lath must be installed over the WEEP SCREED DETAIL W Z W top of the weep screed. SCALE: NOT TO SCALE d Z 0 c O 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. a FLASHING DETAILS project no. 2015219 ° checked: AB/EA/MC drawn: T date: 04-02-15 N scale: AS NOTED OLo ~ H W cs� Z � U z O N W Q L0 v 00z Z V Z)U a m W ZZF 0 MI F z------ n a � t+l SANFORD OFfA R W tV s title: DISCLAIMER IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. a a z ° FLASHING DETAILS project no. 2015219 ° checked: AB/EA/MC drawn: T date: 04-02-15 N scale: AS NOTED H a VV r/. 0 U The structural design of this building is in accordance with the 7dUlU r'LURIVA li 611)EN'1'lAL HU1LUING UUDL and is certified as such. EDITED: I f A Q :�TFR V I / \ \-/ I L_ I \ TERMITE SPECIFICATIONSGENERAL STRUCTURAL NOTES STRUCTURAL DESIGN CRITERIA UJ UJT WNO�p� M, O, Q PREVENT ERROR. THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO CAST IN PLACE REINFORCED CONCRETE STRUCTURAL STEEL FOR REIMBURSEMENT BY THE 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 SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, 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 WITHOUT ADVANCED NOTIFICATION INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED 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. 1/2" CLEARANCE TO INSIDE FACE. TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR OF 0.63 2. STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE A325N U.N.O. ALL A325N 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BOLT'S SHALL BE BROUGHT TO A "SNUG -TIGHT" CONDITION, AS DEFINED IN THE • ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF "THE STANDARD CODE USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE BEAMS. SPECIFICATION. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER TERMS OF THE AGREEMENT. TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE 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 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05/L1, UNLESS OTHERWISE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY BARS WITH A 2'-0" LAP PROVIDED. SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL. 4. CONCRETE COVER MIN. 3 WHEN EXPOSED TO EARTH OR 1 1/2 TO FORM U.N.O. BOLT'S CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ROOF TRUSSES* THAT CONTAINS THE FOLLOWING STATEMENT. THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185/ Al 85M-07. WWF SHALL BE ELECTRODES STEEL REINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ENGINEER ROOF (PSF) TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 611. OF RECORD BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED NOTED ON THE DRAWINGS. FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 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 20 TOP CHORD DL CUBIC YARD %s" UNO. 10 15 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC 3. SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS INCLUDING 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL NOTES. DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ PROFILES, SIZES, SPACING, AND LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION 0 0 A185M-04A GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 10 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 LATH STRIP OR CAVITY CAPS MAYBE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. "LIQUID BORATE OR BOR -A -COR" PRODUCT METHODS MUST BE DETERMINED AT SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION.. 40 PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS- REINFORCING TIED 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD BOTTOM CHORD LL (OPT) BUILDING DEPARTMENT. TO FOOTING REINFORCING, SPLICES IN REINFORCING WHERE PERMITTED SHALL INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS (IF BUILDING TYPE 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES BE AS PER DETAIL MS05/ L1. PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. 7. SIMPSON HIGH STRENGTH EPDXY-TIE ANCHORING ADHESIVE WAS USED IN THE BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND PREVENT INSECT INFESTATION. 3) OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. PRE ENGINEERED WOOD OO D TRUSSES AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT :5 30 ft 8 WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS 10 APPENDIX "F" OF THE 2010 FLORIDA RESIDENTIAL BUILDING CODE IS TO BE 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR IMPLEMENTED. F303.4 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM AND SUCTION (PSF) AND SUCTION SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND STRUCTURAL PLAN 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN NOTICE TO BUILDER AND ALL 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE "NATIONAL (-) 23.0 28.3 LATEST EDITION OF THE DESIGN SPECIFICATION FOR STRESS -GRADE 20 SUBCONTRACTORS MASON R i LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST 22.1 (-) 26.4 0 PRODUCTS ASSOCIATION. IT IS THE INTENT OF THE ENGINEER LISTED IN THE TITLEBLOCK OF THESE 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM Fir. Sys. DOCUMENTS THAT THESE DOCUMENTS BE ACCURATE, PROVIDING LICENSED CONFORMING TO ASTM C90-0601, WITH A MINIMUM NET COMPRESSIVE STRENGTH ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE Radius pRnGFccinnmi ¢ ('I Il iniFnQnnnTinni FVDDV ATTIZRADT WAQ RCCnI nnenD Tr) OF 1900 PSI (f'm = 1500 PSI) LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 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. FOR REIMBURSEMENT BY THE 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 SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, COMMENCEMENT OF ANY WORK. THE ENGINEER ARE NOT RESPONSIBLE FOR ANY SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY WITHOUT ADVANCED NOTIFICATION PLAN ERRORS, OMISSIONS, OR MISINTERPRETATIONS UNDETECTED AND NOT IN CONSTRUCTION THE TRUSS MANUFACTURER ACCORDANCE WITH THE FRAMING DESIGN LOADS: 1/2" CLEARANCE TO INSIDE FACE. REPORTED TO THE ENGINEER PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE 6. DESIGN SPECIFICATIONS FOR LIGHTWEIGHT METAL PLATE CONNECTED WOOD • ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF "THE STANDARD CODE BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY CELLS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. TERMS OF THE AGREEMENT. QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE nIDCrTCn Tn nl ID nl IAI ITV AQQI IDAAIrIC hAAMAf''-CD AT 471 n-74 AAni IRARAII IATCI v nin 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05/L1, UNLESS OTHERWISE CODE CRITERIA BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE THE ENGINEER REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, • SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS - (ACI 301-08). • BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-08). WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE ENGINEER. PAYMENTS 1/2" CLEARANCE TO INSIDE FACE. BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT • AISC "SPECIFICATIONS FOR THE DESIGN OF STRUCTURES, LATEST EDITION. • ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF "THE STANDARD CODE WILL BE MADE IN ACCORDANCE TO THE TERMS OF THE AGREEMENT. SHINGLE 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05/L1, UNLESS OTHERWISE BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE HEAVY ROOF TRUSSES* ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL NOTED ON THE DRAWINGS. PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A 20 20 TOP CHORD DL 10 10 15 25 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW 0 0 0 BOTTOM CHORD DL 10 10 10 LATH STRIP OR CAVITY CAPS MAYBE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. AND APPROVAL PRIOR TO FABRICATION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, 40 40 45 55 BOTTOM CHORD LL (OPT) ABBREVIATIONS II BUILDING TYPE V 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL INTERNAL PRESSURE COEFFICIENT 1+/-0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND ATTICS W/ HEAVY STORAGE 50 AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT :5 30 ft CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS 10 WIND AREA AND SUCTION (PSF) AND SUCTION (NON -CONCURRENT) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND HANGERS. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM EOR OR INDICATED ON PLAN (+) 21.2 (+) 21.2 ©(-) (-) 23.0 28.3 0 20 BELOW ALL WALL OPENINGS 22.1 (-) 26.4 0 A.B. Anchor Bolt Fir. Sys. Floor System Rad. Radius 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR 3 DAYS AND NO O UPLIFT CONNECTORS Abv. Above F.PI. Fireplace Ref. Refrigerator CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-08, 5.11.1 (+) 18.5 A/C Air -Conditioner F.O.M. Face Of Masonry Req'd. Required 11. DURING CONCRETE POURS, THE CONTRACTOR TO ADEQUATELY VIBRATE THE 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND 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 FILLED CELL WITH EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED 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 R/SH Rod and Shelf NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE THE TRUSS ALT. Alternate Galy. 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 Bk Sh Book Shelf G.T. Girder Truss SHT Sheet SHALL BE USED REGARDLESS OF SPECIES. FIELD REPAIR NOTES Bm. Beam Hdr. Header S.L. Side Lights 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE B/Beam Bottom of Beam Hgt. Height S.P.F. Spruce Pine Fir SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" B.P. Bypass door HB Hose Bibb Sq. Square DESIGNED AND DETAILED BY OTHERS DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE Brg. Bearing Int. Interior S.Y.P. Southern Yellow Pine 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS Cant. Cantilever K/Wall Kneewall Temp. Tempered CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE S7 UD PROTECTION SHIELDS. HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR EMBEDMENT R EMBEDMENT TH K.S. Knee Space Thik'n. Thicken ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH DE" AT DEPTH AT FLOOR STEPS. Cir. Circle SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 2. FOR MISSED VERT. DOWELS, DRILLA 3/4" DIAMETER HOLE 6" DEEP AT THE CI 9 Ceiling 9 Laun. Laundry T.O.B. Top of Block 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 TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT STRENGTH EPDXY-TIE ANCHORING ADHESIVE) MIXED PER THE Comp. A/C Compressor L.T. Laundry Tub Trans. Transom Window RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE MANUFACTURER'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM Cont. Continuous Masa Masonry Typ. Typical HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING BORATE (S BX) DOES NOT. COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE C.T. Ceramic Tile Max Maximum UCL Under Cabinet Lighting 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. Dec. Decorative Mfr. 9 • Manufacturer VB Vanity Base Y 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR JOINTS LESS THAN 1/4", PROVIDE #5 VERT. IN FILLED 3. FOR 11VICH Ded. Dedicated Outlet Micro. Microwave Vert. Vertical MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT SID CELL EACH SIDE OF THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING A T. TO Dbl. Double Min Minimum V.L. Versalam WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS )' 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED Dia. Diameter M.L. Microlam VTR Vent through Roof 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. WITH (11) SIMPSON MTSM16 TWIST STRAP W/ (4) %d'x 2%4"TITENS TO MASONRY Disp. Disposal Mir. Mirror W Washer COLUMNS: 2.0E Fb - 2950 AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 Dist. Distance Mono Monolithic W/ With BEAMS: 2.0E Fb= 2950 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS MISSED CONTRACTOR TO D.S. Drawer Stack N.T.S. Not to Scale W/C Water Closet 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SDS SCREWS AND (5) 1/4" x 2 1/4" O.C. On center W.A. Wedge Anchor g SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: TITENS ONE EACH SIDE OF TRUSS, D.V. Dryer Vent ROOF DECK: PLYWOOD C-C/G-D, EXTERIOR OR OSB NO MORE THAN 10 STRAPS MAYBE SUBSTITUTED OR NO MORE THAN 3 IN A ROW D.W. Dishwasher Opn'g. Opening Wd Wood OUP 1 APA RATED (48/24) FLOOR SHEATHING: T&G A -C GROUP WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE MISSED Ea. Each Opt. Optional WP Water Proof WALL SHEATHING: PLYWOOD C EXTERIOR OR OSB CONTACT THE EOR FOR SUBSTITUTION, E.W. Each Way Pc. Piece 5. IF MESSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB Ped. Pedestal STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 W/ (26) 16d x Elec. Electrical 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 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) N I 1 - BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE - (AC 3 8 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 SHINGLE METAL TILE HEAVY ROOF TRUSSES* 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 II BUILDING TYPE 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 AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT :5 30 ft EFFECTIVE * ATTICS W/ NO STORAGE 10 WIND AREA AND SUCTION (PSF) AND SUCTION (NON -CONCURRENT) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA 4O 5O NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM EOR OR INDICATED ON PLAN GENERAL FLOOR LOADING FTOPCHORD LL 40 (PSF) COMMENTS: D DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) 125 (PSF) SPECIAL FLOOR LOADING GAME ROOM 60 PSF COMMENTS: BALCONIES/ DECKS 40 �PSF� BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 60 (PSF) STACK ROOMS 150 (PSF) DEFLECTION CRITERIA ROOF TRUSSES* LL/360 TL/240 COMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLGJ LL/360 TL/240 FLOOR TRUSSES/ BEAMS * LL/360 TL/240 FLOOR I -JOIST*** LL/480 TL/240 *TL MAX 1" UP TO 40FT SPAN **TL MAX 3/4" **"TL MAX 1/2" WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108.5 MPH EXPOSURE CATEGORY B BUILDING CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT 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 :5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA 4O 5O 10 (+) 21.2 (+) 21.2 ©(-) (-) 23.0 28.3 0 20 (+) 20.3 (+) 20.3 ©(_) 22.1 (-) 26.4 0 50 E (+) 19.0 F (+) 19.0 4 0 O -) 20.8 -) 23.9 0 0 100 �./ (+) 17.9 O (+) 17.9 19.7 - 22.1 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x T-0" 16-0" x T-0" 4 5 (+) 18.5 (+) 17.7 (+) 19.0 (+) 19.0 (-) 20.9 - 19.7 - 20.8 (-) 23.9 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY THE ABOVE PRESSURES BY 1.6 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDER TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. HE y-� '"" i „' +� C, 0� ^ ° LO 02 1 4 N. ca i PICA v LU V1. ❑ rKaror>HeaannA►n+ d VJ W F W VJ V, LL Z W O J Z U 0 O 1 Cl) Q M 0 � r�V ni� 0 O F 9 Lo a W/ o r, O 04 LO rr a Z � a m WW 0 i 0■� q,01L G SANFORD = title: 0 SHEET INDEX ° S0 STRUCTURAL NOTES L1 LINTEL PLAN project no. 2015219 checked: AB/EA/MC S1 FOUNDATION PLAN L2 LINTEL PLAN drawn: S2 FLOOR PLAN D1 DETAILS o date: 04-02-15 a scale: S3 ROOF FRAMING PLAN D2 DETAILS S4 PLAN OPTIONS D3 DETAILS _ S5 PLAN OPTIONS a 0 SO' The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. COMPACTION TEST REQUIRED Results to be Verifted at Slab Inspection GENERAL FOUNDATION NOTES: 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W M, OR FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 0 INDICATES FILLED CELL W/3000 PSI CONC. FROM FOUNDATION. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 5" EMBEDMENT W/ 25" EXTENSION ABOVE SLAB. FILLED CELLS TO BE PLACE @ EACH CORNER, END OF INDICATED BRG. WALLS, EACH SIDE OF ALL OPENINGS, UNDER GIRDER TRUSSES (FLOOR AND ROOF) AND 6'-8" O.C. MAX. T-0" FROM CORNER U.N.O. ON FOUNDATION PLAN. 4 CONSULT W/ MANUFACTURER SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE MIN. 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. 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 ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 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. 9 SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. 10 ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 12 PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON D-1 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. 13 R.403.1.4 MINIMUM DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. FOUNDATION SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. [lbs] F2.] 2'-0" x 2'-0" 1'-0" 3 #5 E.W. BOT. 7200 F2.5 2'-6" x 2'-6" 1'-0" 3 #5 E.W. BOT. 11000 F3.0 3'-0" x T-0" 1'-0" 4 #5 E.W. BOT. 15600 FF3.5 T-6" x T-6" 1'-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" x 4'-0" 1'-0" 5 #5 E.W. BOT. 28000 F4.5 4'-6" x 4'-6" 1'-4" 5 #5 E.W. BOT. 34500 F5.0 5'-0" x 5'-0" 1'4' 6 #5 E.W. BOT. 42500 F6.0 6'-0" x U-0" 1'-4" 7 #5 E.W. BOT. 61500 LEGEND INDICATES SINGLE -STORY FOOTING - INDICATES TWO-STORY FOOTING - INDICATES CONCRETE FOOTING FOUNDATION KEYNOTES 0 16"x16" OR 12"x12" L SHAPE COLUMN w/ (3) #5 VERTICALS F2_] 16"x24" L SHAPE COLUMN w/ (3) #5 VERTICALS [:31 8"x16" OR 16"x16" COLUMN INTEGRATED INTO MAIN HOUSE w/ (2) #5 VERTICALS. EXTEND FOUNDATION OUT 8" PAST COLUMN 4� 8"x16" COLUMN w/ (2) #5 VERTICALS 5 12"x12 OR 16"x16" MASONRY COLUMN W/ (2) #5 VERTICALS, SEE ARCH PLAN FOR MORE INFO. © CONTRACTOR TO EXTEND MONO FOUNDATION OUT 8" FOR HALF COLUMN TO SIT ON. 16"x26" CMU COLUMN W/ (1) #5 UNDER EA. LINTEL BRG. LOCATION. EXTEND FOUNDATION OUT AS REQ'D FOR LOW WALL z d s UJ LU N z `^ ` 'J`! N EA �/ � Vl ar•r r° m\i = o �l�� 0 CLU `� z MPR w � ' !#liliIQ �! ., u ❑ YWO•o MSCLTA AA w title: 1--0O EE' 00 MN N o) W CO) —L 00 pop V LL r Odd 0) CLt W V J z d s UJ LU N z `^ ` 'J`! N EA �/ � Vl ar•r r° m\i = o �l�� 0 CLU `� z MPR w � ' !#liliIQ �! ., u ❑ YWO•o MSCLTA AA w title: q_0 SANFORD. 6. 1 583 z project no. 2015219 checked: AB/EA/MC mdrawn: date: 04-02-15 N scale: r PLAN-CUNDATION} a S1 SCALE: 1/4" + 1 �-0�� U The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. W W V J �..�. V, LL Z W Z O J O - U w Q G O � rrnn V (.0Z LoO U O N J M�M W Q L � r_rnn V m z � r v C) D m q_0 SANFORD. 6. 1 583 z project no. 2015219 checked: AB/EA/MC mdrawn: date: 04-02-15 N scale: r PLAN-CUNDATION} a S1 SCALE: 1/4" + 1 �-0�� U The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. O O wSo D3 TYP CO MS02 MS01 L1 L1 TYP UNO 4n, -n" 0 a SO D3 TYP 0 O v 4 i0 N T HEADER SCHEDULE COLUMN SCHEDULE 140 MPH OPENING PRESSURES ENCLOSED - EXPOSURE"B" MARK HEADER SIZE REMARKS 15'-0" COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) 25'-0" +21.2 / -23.0 O +21.2 / -28.3 H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/ (6) 16d NAILS C1 3 2 x #2 SPF O (4) 16d TOENAILS NO UPLIFT O +20.3 / -22.1 O +20.3 / -26.4 Z O(2) 12 - 2X8 #2 SYP W/ 1/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/ (8) 16d NAILS C2 (3) 2 x #2 SPF DTT2Z W/ " ATR & (8) " X 1" SDS SCREWS 2145 ------------- +19.0/ -20.8 O +19.0 / -23.9 <@>(2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/ (10) 16d NAILS C3 (3) 2 x #1 SYP (4) 16d TOENAILS NO UPLIFT a +18.0 / -20.1 O +18.8 / -21.3 Lo H4 (2) - 2X12 #2 SYP ATTACH KING STUD TO HEADER w/ (10) C4 (3) 2 x #1 SYP DTT2Z W/?" ATR & (8) J" X 1 SDS SCREWS 2145 NOTE: WIND SPEED LISTED ABOVE IS AN "ULTIMATE " WIND SPEED. THE WIND PRESSURES LISTED L0 W/ 1/2" FLITCH PLATE 16d NAILS Z "ALL " U MD W AB RE PRERES. C5 4 x 4 P.T.#2 SYP ABU44 W/ 5/8" ATR & G = 6665 O(2) - 1 3/4" X 11 1/4 ATTACH KING STUD TO HEADER w/ (12) POST (12) 16d NAILS U = 2200 BEARING WOOD WALL SCHEDULE LVL 2.OE Fb=2950 16d NAILS - GT C6 6 x 6 P.T. #2 SYP ABU66 W/ 5/8" ATR & G = 12000 H(j NOT USED POST (12) 16d NAILS U = 2300 MARK STUD CONNECTION & FASTENERS LUMBER UPLIFT SPACING TOP BOTTOM SPECIES CAP. [plf] C7 8 x 8 P.T. #2 SYP ABU88 W/ (2) - 5/8" ATR G = 24335 f HEADER SUPPORT NO. OF JACKS & POST & (18) - 16d NAILS U = 2320 Ii NO STUDS REQ. AT OPENINGSBW1 a HDU5-SDS2.5 W/ 5/8" 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT C8 Fb=2900 (WOLMANIZED ATR & (14) 1/4"X2 1/2" 5645 F OPENING ..............os ::_ . . e. .. m., ,.. :: i ! �,..a , �. „ .w ...A� maz� sa . a.. ... BW2 16" THREADED ROD @ 48" O.C. SPF 1054 SIZE JACKS KINGS ,r 3.5" x 5.25" P.L. 1.8E HDUS-SDS2.5 W/ 5/8" ADJUST AS REQ'D TO MISS STUDS EA END EA END . C9 Fb=2900 (WOLMANIZED ATR & (14) 1/4"X2 1/2" 5645 V-0" - 3'-11" (1) (2) (1) (2) IF EXT. SDS WOOD SCREWS NO 4'-0" - 10'-5" (2) (2) (2) (2)3.5" ... HDU8-SDS2.5 W/ 7/8" BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP UPLIFT f C10 Fb=2900 (WOLMANIZED ATR & (20) 1/4"X2 1/2" 6970 10'-6" - 16'-0" 3 4 3 4 IF EXT. 5.25" x 5.25" P.L. E DS WOOD SCREWS HDU8-SDS2.5 W/7/8" BW5 16 A" THREADED ROD @ 48" O.C. SYP 1190 GENERAL HEADER NOTES c 11 Fb=2900 (WOLMANIZED ATR & (20) 1/4"X2 1/2" 7870 ADJUST AS REQ'D TO MISS STUDS IF EXT.) SIDS WOOD SCREWS 1. VERIFY w/ PLAN CORRECT LENGTH OF HEADER REQUIRED7" C12 x 7" P.L. 1.8E Fb=2900 HDU8-SDS2.5 W/ 7/8" ATR & (20) 1/4"X2 1/2" 7870. BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF. NO UPLIFT i n� (WOLMANIZED IF EXT.) SDS WOOD SCREWS TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL :"C .,v ,,. ��«...«»,,..,.,».....«««.««««�««. t y" THREADED ROD @ 48" O.C. SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN. C13 (4) #2 SPF STUDS 2-1/2" NAILS & 5/8" ALL 4375 BW8 12 ADJUST AS REQ'D TO MISS STUDS SPF 1054 3. IF HEADER IS ON THE 2ND FLOOR SEE PLAN FOR INDICATED THREADED ROD HEADER CONNECTION FOR REQUIRED CONNECTIONS.DTT2Z 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH C14 2x6 OR 2X8 w/ ' WEDGE 2ANCHOR & (8) Y4" x 1Y2" 2145 BW10 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP NO UPLIFT PER DETAIL WF37/D3. #2 #2 SPF STUDS SDS SCREWS r .... ;5 O � • � � �� � � 5. FASTEN ALL MULTI -PLY HEADERS TOGETHER w/(2) ROWS 10d C15 (4) 2x4 #2 SPF STUDS (4) 16d NAILS � n BW11 It .. 12" Y2" THREADED ROD @ 48" O.C. ��� wu, mart So COMMON NAILS AT 8"oc ALONG EACH EDGE OR (3) ROWS IF 2x10 OR ADJUST AS REQ'D TO MISS STUDS LARGER. r -8 -0.. 6. FASTEN ALL HEADERS TO KING STUDS w/(3) 10d TOENAILS PER SIDE. 7 IF MORE THAN (1) KING STUD IS REQ'D PER CHART ABOVE .4 GENERAL COLUMN NOTES BW12 NOT USED . I .. , it 14 , dye10 6 ..:.� m , ........,,, 21'-4" ._...... ,. .,...� _.. I - .. .... ...... �. o 0 xO N I............ MS01 MS02 G L1 L1 5 Q a TYP. @ MS12� GARAGE L1 0 T-4" 16'-0" T-4" 11'-8" 5,_8„ 22'-8" 40'-0" 0 a SO D3 TYP 0 O v 4 i0 N T HEADER SCHEDULE COLUMN SCHEDULE 140 MPH OPENING PRESSURES ENCLOSED - EXPOSURE"B" MARK HEADER SIZE REMARKS MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) O +21.2 / -23.0 O +21.2 / -28.3 H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/ (6) 16d NAILS C1 3 2 x #2 SPF O (4) 16d TOENAILS NO UPLIFT O +20.3 / -22.1 O +20.3 / -26.4 Z O(2) 12 - 2X8 #2 SYP W/ 1/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/ (8) 16d NAILS C2 (3) 2 x #2 SPF DTT2Z W/ " ATR & (8) " X 1" SDS SCREWS 2145 O +19.0/ -20.8 O +19.0 / -23.9 <@>(2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/ (10) 16d NAILS C3 (3) 2 x #1 SYP (4) 16d TOENAILS NO UPLIFT a +18.0 / -20.1 O +18.8 / -21.3 Lo H4 (2) - 2X12 #2 SYP ATTACH KING STUD TO HEADER w/ (10) C4 (3) 2 x #1 SYP DTT2Z W/?" ATR & (8) J" X 1 SDS SCREWS 2145 NOTE: WIND SPEED LISTED ABOVE IS AN "ULTIMATE " WIND SPEED. THE WIND PRESSURES LISTED L0 W/ 1/2" FLITCH PLATE 16d NAILS Z "ALL " U MD W AB RE PRERES. C5 4 x 4 P.T.#2 SYP ABU44 W/ 5/8" ATR & G = 6665 O(2) - 1 3/4" X 11 1/4 ATTACH KING STUD TO HEADER w/ (12) POST (12) 16d NAILS U = 2200 BEARING WOOD WALL SCHEDULE LVL 2.OE Fb=2950 16d NAILS C6 6 x 6 P.T. #2 SYP ABU66 W/ 5/8" ATR & G = 12000 H(j NOT USED POST (12) 16d NAILS U = 2300 MARK STUD CONNECTION & FASTENERS LUMBER UPLIFT SPACING TOP BOTTOM SPECIES CAP. [plf] C7 8 x 8 P.T. #2 SYP ABU88 W/ (2) - 5/8" ATR G = 24335 HEADER SUPPORT NO. OF JACKS & POST & (18) - 16d NAILS U = 2320 NO STUDS REQ. AT OPENINGSBW1 3.5" x 3.5" P.L. 1.8E HDU5-SDS2.5 W/ 5/8" 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT C8 Fb=2900 (WOLMANIZED ATR & (14) 1/4"X2 1/2" 5645 OPENING 2x4 WALL 2x6 OR 2x8 WALL IF EXT.) SDS WOOD SCREWSy" BW2 16" THREADED ROD @ 48" O.C. SPF 1054 SIZE JACKS KINGS JACKS KINGS 3.5" x 5.25" P.L. 1.8E HDUS-SDS2.5 W/ 5/8" ADJUST AS REQ'D TO MISS STUDS EA END EA END EA END EA END C9 Fb=2900 (WOLMANIZED ATR & (14) 1/4"X2 1/2" 5645 V-0" - 3'-11" (1) (2) (1) (2) IF EXT. SDS WOOD SCREWS NO 4'-0" - 10'-5" (2) (2) (2) (2)3.5" x 7' P.L. 1.8E HDU8-SDS2.5 W/ 7/8" BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP UPLIFT C10 Fb=2900 (WOLMANIZED ATR & (20) 1/4"X2 1/2" 6970 10'-6" - 16'-0" 3 4 3 4 IF EXT. 5.25" x 5.25" P.L. E DS WOOD SCREWS HDU8-SDS2.5 W/7/8" BW5 16 A" THREADED ROD @ 48" O.C. SYP 1190 GENERAL HEADER NOTES c 11 Fb=2900 (WOLMANIZED ATR & (20) 1/4"X2 1/2" 7870 ADJUST AS REQ'D TO MISS STUDS IF EXT.) SIDS WOOD SCREWS 1. VERIFY w/ PLAN CORRECT LENGTH OF HEADER REQUIRED7" C12 x 7" P.L. 1.8E Fb=2900 HDU8-SDS2.5 W/ 7/8" ATR & (20) 1/4"X2 1/2" 7870. BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF. NO UPLIFT 2. IF HEADER IS ON THE 1ST FLOOR SEE PLAN FOR BEARING WALL (WOLMANIZED IF EXT.) SDS WOOD SCREWS TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL HTT5 W/ (26) 16d'S x y" THREADED ROD @ 48" O.C. SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN. C13 (4) #2 SPF STUDS 2-1/2" NAILS & 5/8" ALL 4375 BW8 12 ADJUST AS REQ'D TO MISS STUDS SPF 1054 3. IF HEADER IS ON THE 2ND FLOOR SEE PLAN FOR INDICATED THREADED ROD HEADER CONNECTION FOR REQUIRED CONNECTIONS.DTT2Z 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH C14 2x6 OR 2X8 w/ ' WEDGE 2ANCHOR & (8) Y4" x 1Y2" 2145 BW10 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP NO UPLIFT PER DETAIL WF37/D3. #2 #2 SPF STUDS SDS SCREWS 5. FASTEN ALL MULTI -PLY HEADERS TOGETHER w/(2) ROWS 10d C15 (4) 2x4 #2 SPF STUDS (4) 16d NAILS 0 BW11 12" Y2" THREADED ROD @ 48" O.C. SYP 1190 COMMON NAILS AT 8"oc ALONG EACH EDGE OR (3) ROWS IF 2x10 OR ADJUST AS REQ'D TO MISS STUDS LARGER. 6. FASTEN ALL HEADERS TO KING STUDS w/(3) 10d TOENAILS PER SIDE. 7 IF MORE THAN (1) KING STUD IS REQ'D PER CHART ABOVE GENERAL COLUMN NOTES BW12 NOT USED CONTRACTOR TO INSTALL REQ'D NAILS FROM 1ST KING INTO 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL DOUBLE 2x HEADER SEE FLOOR PLAN FOR HEADER THEN ATTCH ADDITIONAL KINGS PER WF37/D3. WIDTH UNO. MIN SIZE. SEE WF09/D3 FOR CONNECTION 8. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 2. ALL STRUCTURAL LUMBER TO BE SYP#1 OR SPF#2 UNO ON PLAN. INFO. IF HEADER IS WITHIN WALL INDICATED 3. NAIL BUILT UP STUDS PER DETAIL WF37/D3 ABOVE WITH NO UPLIFT CONNECTORS 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR INDICATED IN WF09 CAN BE IGNORED. WALL TYPE 6" EMBEDMENT FOR 5/8" ATR 8 EMBEDMENT FOR 7/8 ATR 2x MID -SPAN BLOCKING w/ (2)- 12d I I I I _11'11 2 x BEARING WALL - SEE BEARING WALL MARK BEAM SIZE CONNECTIONS TOENAILS @ EACH SEE FOUNDATION SCHEDULE (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) END FOR WALLS PLAN FOR MORE OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) TALLER THAN 8'-0" INFORMATION ... _ ._.. NON BRG. INTERIOR WALL BM1 BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST" OPT."THREADED SW= SHEARWALL (2) ROWS OF 12d NAILS @ OR (2) SIMPSON HETA16 TO CMU COUPLING REQUIRES MIN 12" O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN F.F. 7/16" OSB (2) - 2 x 11112 SYP W/ 7/16" CONNECTION: PROVIDE (2) 2" THREADED ROD w/ MIN 6" PLYWOOD W/8d BM2 OOSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) EMBED (OR 6" PAST STEP NAILS AT 4"oc IN SIMPSON HTS20 TO WOOD POST DOWN USING SIMPSON SET e FIELD AND EDGE. BEAM TOGETHER USING ) (2) ROWS OF 12d NAILS @ OR (2) SIMPSON HETA16 TO CMU EPDXY. SEE ABOVE FOR 2X P.T. w/ 1/2" A.B. @ 32" O.C. w/ 7" 12" O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN SPACING. CENTERED wCn TOP EMBEDMENT OR 1/2"A.B. @ STEP w/ MIN. PLATE. FOLLOW SIMPSON 7" EMBEDMENT PAST STEP DOWN. ALT: (2) - 2 x 12 #2 SYP W/ 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 BM3 BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST SEE NOTE 6 BELOW RODS ARE UTILIZED THE ANCHOR BOLTS (2) ROWS OF 12d NAILS @ OR (2) SIMPSON HETA16 TO CMU ARE NOT REQUIRED.) SEE GENERAL 12" O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN BEARING WALL NOTE #6 (2) - 1 %" x 11 /4" LVL 2.0E CONNECTION: PROVIDE (2) BEARING WALL DETAIL Fb=2950. CONNECT PLYS SIMPSON LSTA24 OR (2) BM4 TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST GENERAL BEARING WALL NOTES ROWS A" x 3 y" SDS OR (2) SIMPSON HETA16 TO CMU WOOD SCREWS @ 16" COL. U.N.O. ON ROOF PLAN 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED LINO. O.0 TYP. EA. SIDE (2) - 1 %" x 11 %" LVL 2.0E CONNECTION: PROVIDE (2) 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. Fb=2950. CONNECT PLYS SIMPSON LSTA24 OR (2) 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED BM5 TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST 4. CONTACT E.O.R. IF SP4'S, SP6'S OR SP8'S CONNECTORS ARE ROWS y" x 3 y" SDS WOOE OR (2) SIMPSON HETA16 TO CMU SUBSTITUTED, TO VERIFY THEY MEET THE STRUCTURAL SCREWS @ 16" O.0 TYP. COL. U.N.O. ON ROOF PLAN REQUIREMENTS. EA. SIDE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO BE (2) - 1 %" x 16" LVL 2.0E CONNECTION: PROVIDE (2) OFb=2950, CONN, PLYS IGNORED. SEE WF06/D4 OR INDICATED DETAIL FOR PROPER TOGETHER USING (2) SIMPSON LSTA24 OR (2) CONNECTIONS FOR 2ND FLOOR TO FIRST FLOOR CONNECTIONS. SIMPSON HTS20 TO WOOD POST ( NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) BM6 ROWS X" x 3 A" SDS OR (2) SIMPSON HETA16 TO CMU WOOD SCREWS @ 16 6. IF BRG. WALL IS INDICATED WITH BW1. BW4, BW7, BW10, THESE O.0 TYP. EA. SIDE COL. U.N.O. ON ROOF PLAN WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT (2) - 1 %" x 9Y2" LVL 2.0E CONNECTION: PROVIDE (2) HAVE UPLIFT, THE STUDS ARE TOENAILED TO THE PLATE AND THE F1=2950. CONN, PLYS SIMPSON LSTA24 OR (2) 2X PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS AND TOGETHER USING (2) WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN BM7 ROWS Ya" x 3 Y2" SDS OR (2) SI HTS20 HE WOOD POST THE BEARING WALL SCHEDULE. WOWOOD SCREWS @ 16" OR (2) SIMPSON HETA16 TO CMU TYP. R SIDE COL. U.N.O. ON ROOF PLAN FLOOR PLAN NOTES GENERAL BEAM NOTES 1. G.C. / BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQUIRED 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 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY 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. FLOOR PLAN -C SCALE: 1/4" = 1'-0" MASTER UJ UJZoo E 8 5. P.L. COL. TO BRG DIRECTLY ON FOUNDATION. CUT BASE PLATE AS REQ'D. G.C. TO PROVIDE MOISTURE BARRIER 6. IF COL. IS CALLED OUT ON 2ND FLOOR, THE BASE CONNECTION IS NOT REQ'D. SEE PLANS FOR BASE CONNECTION gk T/ WALL SEE PLAN DOUBLE 2x TOP PLATE NUTw/3""x1/4" WASHER J MASONRY WALL SEE PLAN 2x STUDS PER PLAN/SCHEDULEu3 SEE MS03/L1 FOR END OF BEARING ALL ON SYM. TYPE MASONRY WALL TOP @ 8'-0" OR 9'-4" REF. ARCHITECTURAL PLANS 0 MASONRY WALL TOP @ 14'-0" 0. BEAM SCHEDULE MASONRY WALL TOP @ 12'-0" 2x MID -SPAN BLOCKING w/ (2)- 12d I I I I _11'11 2 x BEARING WALL - SEE BEARING WALL MARK BEAM SIZE CONNECTIONS TOENAILS @ EACH SEE FOUNDATION SCHEDULE (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) END FOR WALLS PLAN FOR MORE OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) TALLER THAN 8'-0" INFORMATION ... _ ._.. NON BRG. INTERIOR WALL BM1 BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST" OPT."THREADED SW= SHEARWALL (2) ROWS OF 12d NAILS @ OR (2) SIMPSON HETA16 TO CMU COUPLING REQUIRES MIN 12" O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN F.F. 7/16" OSB (2) - 2 x 11112 SYP W/ 7/16" CONNECTION: PROVIDE (2) 2" THREADED ROD w/ MIN 6" PLYWOOD W/8d BM2 OOSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) EMBED (OR 6" PAST STEP NAILS AT 4"oc IN SIMPSON HTS20 TO WOOD POST DOWN USING SIMPSON SET e FIELD AND EDGE. BEAM TOGETHER USING ) (2) ROWS OF 12d NAILS @ OR (2) SIMPSON HETA16 TO CMU EPDXY. SEE ABOVE FOR 2X P.T. w/ 1/2" A.B. @ 32" O.C. w/ 7" 12" O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN SPACING. CENTERED wCn TOP EMBEDMENT OR 1/2"A.B. @ STEP w/ MIN. PLATE. FOLLOW SIMPSON 7" EMBEDMENT PAST STEP DOWN. ALT: (2) - 2 x 12 #2 SYP W/ 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 BM3 BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST SEE NOTE 6 BELOW RODS ARE UTILIZED THE ANCHOR BOLTS (2) ROWS OF 12d NAILS @ OR (2) SIMPSON HETA16 TO CMU ARE NOT REQUIRED.) SEE GENERAL 12" O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN BEARING WALL NOTE #6 (2) - 1 %" x 11 /4" LVL 2.0E CONNECTION: PROVIDE (2) BEARING WALL DETAIL Fb=2950. CONNECT PLYS SIMPSON LSTA24 OR (2) BM4 TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST GENERAL BEARING WALL NOTES ROWS A" x 3 y" SDS OR (2) SIMPSON HETA16 TO CMU WOOD SCREWS @ 16" COL. U.N.O. ON ROOF PLAN 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED LINO. O.0 TYP. EA. SIDE (2) - 1 %" x 11 %" LVL 2.0E CONNECTION: PROVIDE (2) 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. Fb=2950. CONNECT PLYS SIMPSON LSTA24 OR (2) 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED BM5 TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST 4. CONTACT E.O.R. IF SP4'S, SP6'S OR SP8'S CONNECTORS ARE ROWS y" x 3 y" SDS WOOE OR (2) SIMPSON HETA16 TO CMU SUBSTITUTED, TO VERIFY THEY MEET THE STRUCTURAL SCREWS @ 16" O.0 TYP. COL. U.N.O. ON ROOF PLAN REQUIREMENTS. EA. SIDE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO BE (2) - 1 %" x 16" LVL 2.0E CONNECTION: PROVIDE (2) OFb=2950, CONN, PLYS IGNORED. SEE WF06/D4 OR INDICATED DETAIL FOR PROPER TOGETHER USING (2) SIMPSON LSTA24 OR (2) CONNECTIONS FOR 2ND FLOOR TO FIRST FLOOR CONNECTIONS. SIMPSON HTS20 TO WOOD POST ( NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) BM6 ROWS X" x 3 A" SDS OR (2) SIMPSON HETA16 TO CMU WOOD SCREWS @ 16 6. IF BRG. WALL IS INDICATED WITH BW1. BW4, BW7, BW10, THESE O.0 TYP. EA. SIDE COL. U.N.O. ON ROOF PLAN WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT (2) - 1 %" x 9Y2" LVL 2.0E CONNECTION: PROVIDE (2) HAVE UPLIFT, THE STUDS ARE TOENAILED TO THE PLATE AND THE F1=2950. CONN, PLYS SIMPSON LSTA24 OR (2) 2X PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS AND TOGETHER USING (2) WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN BM7 ROWS Ya" x 3 Y2" SDS OR (2) SI HTS20 HE WOOD POST THE BEARING WALL SCHEDULE. WOWOOD SCREWS @ 16" OR (2) SIMPSON HETA16 TO CMU TYP. R SIDE COL. U.N.O. ON ROOF PLAN FLOOR PLAN NOTES GENERAL BEAM NOTES 1. G.C. / BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQUIRED 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 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY 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. FLOOR PLAN -C SCALE: 1/4" = 1'-0" MASTER Z u ••j ZVI! A�W� a•° f�J °° y ° =U g C� ❑ LHo�'flN'dSQfl'AAAAM UJ UJZoo E 8 UJN,po OC Cr C C6 LU _J C4 C04 0 �pq�� rl O r' N T . 0 Z u ••j ZVI! A�W� a•° f�J °° y ° =U g C� ❑ LHo�'flN'dSQfl'AAAAM 6 ��G SA.NFORD 1x title: z project no. 2015219 checked: AB/EA/MC drawn: date: 04-02-15 o N scale: Q F- I } a 0 S2, U The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. U LU Q FUJI C r F..� 0. L.�.. Z W Z O 0 - U , Q 1rnn O r 7V Z Lo U 0 N CO L0 rn m_ Z U MD W 6 ��G SA.NFORD 1x title: z project no. 2015219 checked: AB/EA/MC drawn: date: 04-02-15 o N scale: Q F- I } a 0 S2, U The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. I _ I MASTER TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 #5 DIA. REBAR @ CORNERS CONTRACTOR TO INSTALL HOOK BAR WHERE CONT. BARS LAP INTO -J CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO -\ NOWSHEARWALL SEGMENT TYPICAL SHEAR WALL SEGMENT ALL SHEAR WALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BILK. CELLS WITH 3000 P.S.I. GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION PLAN MIN. LAP 25" (ACI 530) TOP OF SLAB sd SEE FOUNDATION PLAN »'' "•• a~a:j FOR STEM OR MONO FOOTING PRECAST "U" LINTEL w/ (1) #5 CONT. IN 3000 psi " CONC. W/1 #5 REBAR CONT. CONC. ,@ OPENINGS 6'-0" & OVER. PRECAST "U" SIMPSON SP4 W/(6) -10d X 1'2 HURRICANE ANCHORS LINTEL ALL OPENIGNS UNDER 6'-0" INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING TYPICAL SEE PLAN 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN a� 10" HOOK STANDARD 90 DEGREE SHOWN ARE CLEAR SPAN ONLY. GENERAL CONCRETE LINTEL STANDARD HOOKS CASTE -CRETE, QUALITY, LOTTS, POWERS STEEL M #5 REBAR AT TOP MIN. HOOK SEE MS05 FOR MORE INFO n , N CITY. OF #.5 REBAR QBOTTOM OF r = p V TYP. FILLED CELL W/3000 1 TYP. BOND BEAM 8" x 8" x 16" ' P.S.I. CONC. i 1 #5 REBAR AT Z a. ' BOTTOM OF W/1 #5 REBAR VERT. LINTEL CAVITY EMAT BAR TOP .r.,a NOMINAL HEIGHT REINFORCING H PROVIDED IN K.O. LINTEL BLOCK FILL w/ BEARING WALL TYPE DESIGNATION 8" NOMINAL WIDTH GENERAL CONCRETE LIN TES MATERIALS GENERAL INST L LOTION NOTES 1. F C precast lintels = 3500 psi. 1. Provide full mortar head and bed joints. 2. F C prestressed lintels = 6000 psi. 2. Shore filled lintels as required. INTERIOR SHEARWALL 5. Reber per ASTM A615 Grade 60, longer with a nominal height of 8" meet or exceed L1180. 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. 7/32 wire per ASTM A510. 8. Cast -in-place concrete may be provided in composite lintel in lieu of concrete 8. Mortar per ASTM C270 type M or S. masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 a EXTERIOR FRAME WALL 3000 psi CONC. w/ (1) #5 DIA. loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load 1.0 Safe vertical load Safe horizontal load BRF6-0611T 8FB-OB11T :` { •"- ' . 8RF14-1B/1T 8F16.11311T .L } y: "d ° :• d O O 8F20-1B11T LU U- REBAR 2"x #2 SYP/SPF P.T. W/ O O ,f O (3)1/2" X 8" "J" BOLTS OR A N V) (3)1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" Z� TAPCONS OR REBAR BOTH SIDES NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO FRAME ` OF OPENING U.N.O. ° a STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. 4 °' REBAR INDICATES FILLED CELL ° .. ' °. FROM FTG. TO BEAM w/ (1) :. #5 BAR .... q r" 8" x 8" x 16" CMU U.N.O. ' _._._ __°..- .. , _.. _..._�_ TYP. DOWEL 25" MIN LAP (AC 1530) ........:.. _.___.I ____ n _..._ .. ... ti° - ..e 6w. v• SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR FOR LOCATION STEM WALL FOOTING S01 BLOCK WALL REINFORCEMENT SCALE: 3/4" = V-0" TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 #5 DIA. REBAR @ CORNERS CONTRACTOR TO INSTALL HOOK BAR WHERE CONT. BARS LAP INTO -J CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO -\ NOWSHEARWALL SEGMENT TYPICAL SHEAR WALL SEGMENT ALL SHEAR WALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BILK. CELLS WITH 3000 P.S.I. GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION PLAN MIN. LAP 25" (ACI 530) TOP OF SLAB sd SEE FOUNDATION PLAN »'' "•• a~a:j FOR STEM OR MONO FOOTING SCALE: 1/2" =1'-0" i 13'-8" 3'-2" Y-2" I LINTEL PLAN-C- SCALE: 1I6.' = 1.-0•• 1/2" X 8" A.B. W/2" a WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. c T (5)1/2" DIA. x 8" SECTIONAL "J" BOLTS OVERHEAD DOOR CONT. WOOD TRIM P T o SYP2"X6" T 0 ° OVERHEAD SECTIONAL 2"x6" P.T. WOOD JAMB DOOR TRACK W/ 3/8"X 1 1/2" STEEL LAG BOLT W/ r DOOR AND CONNECTION PER WASHER. MIN. 6 PER ° GARAGE SLAB GARAGE DOOR MANUFACTURER TRACK TO JAIMB. TYP. GARAGE DOOR TRACK MOUNTING DETAIL 0 0 so O S12 SECT. OVERHEAD GAR. DOOR INSTALL SCALE: N.T.S TYP. TIE BEAM W/3000 P.S.I. " CONC. W/1 #5 REBAR CONT. INCLUDING ABV. MASONRY OPENINGS. U.N.O. SIMPSON SP4 W/(6) -10d X 1'2 RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END SP6 OR SP8 FOR 24 AND 2x8 WALLS INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING --DOUBLE 2x TOP PLATE 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN a� THE LOADS, 6. GC TO VERIFY ALL LINTEL DIMENSIONS IN FIELD. DIMENSIONS SHOWN ARE CLEAR SPAN ONLY. GENERAL CONCRETE LINTEL STANDARD HOOKS CASTE -CRETE, QUALITY, LOTTS, POWERS STEEL M #5 REBAR AT TOP MIN. F - FILLED WITH GROUT I U = UNFILLED SEE MS05 FOR MORE INFO 1 , N CITY. OF #.5 REBAR QBOTTOM OF r = p V TYP. FILLED CELL W/3000 1 LLIC.M.U. . , °GROUT ' P.S.I. CONC. i 1 #5 REBAR AT tOMINAL LANTITYWI ' BOTTOM OF W/1 #5 REBAR VERT. LINTEL CAVITY EMAT BAR TOP .r.,a NOMINAL HEIGHT REINFORCING PROVIDED IN INTERIOR BEARING WALL TYPE DESIGNATION 8" NOMINAL WIDTH GENERAL CONCRETE LIN TES MATERIALS GENERAL INST L LOTION NOTES 1. F C precast lintels = 3500 psi. 1. Provide full mortar head and bed joints. 2. F C prestressed lintels = 6000 psi. 2. Shore filled lintels as required. INTERIOR SHEARWALL 5. Reber per ASTM A615 Grade 60, longer with a nominal height of 8" meet or exceed L1180. 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. 7/32 wire per ASTM A510. 8. Cast -in-place concrete may be provided in composite lintel in lieu of concrete 8. Mortar per ASTM C270 type M or S. masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Florida Product Approval No. 158.1 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have EXTERIOR FRAME WALL coating. 12. Lintels loaded simultaneously with veritcal (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 horizontal load BRF6-0611T 8FB-OB11T :` { •"- ' . 8RF14-1B/1T 8F16.11311T .L } y: "d ° :• d O O 8F20-1B11T E 8RF22-113I1T 8F24-113I1T 77 O 2"x #2 SYP/SPF P.T. W/ O O 8F24 -0113/1T O (3)1/2" X 8" "J" BOLTS OR A (3)1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILT[ TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO FRAME (EXT./BRG./SHEAR) WALL IS03 TO MASONRY CONNECTION DETAIL SCALE: 1/2" =1'-0" i 13'-8" 3'-2" Y-2" I LINTEL PLAN-C- SCALE: 1I6.' = 1.-0•• 1/2" X 8" A.B. W/2" a WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. c T (5)1/2" DIA. x 8" SECTIONAL "J" BOLTS OVERHEAD DOOR CONT. WOOD TRIM P T o SYP2"X6" T 0 ° OVERHEAD SECTIONAL 2"x6" P.T. WOOD JAMB DOOR TRACK W/ 3/8"X 1 1/2" STEEL LAG BOLT W/ r DOOR AND CONNECTION PER WASHER. MIN. 6 PER ° GARAGE SLAB GARAGE DOOR MANUFACTURER TRACK TO JAIMB. TYP. GARAGE DOOR TRACK MOUNTING DETAIL 0 0 so O S12 SECT. OVERHEAD GAR. DOOR INSTALL SCALE: N.T.S GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED " 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 a� 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 M #5 REBAR AT TOP MIN. F - FILLED WITH GROUT I U = UNFILLED (1)RE Q RED 1 , N CITY. OF #.5 REBAR QBOTTOM OF r = p V LINTEL CAVITY 1 LLIC.M.U. . , °GROUT ' a i 1 #5 REBAR AT tOMINAL LANTITYWI ' BOTTOM OF LINTEL CAVITY EMAT BAR TOP 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 M #5 REBAR AT TOP MIN. F - FILLED WITH GROUT I U = UNFILLED (1)RE Q RED R = RECESSED , N CITY. OF #.5 REBAR QBOTTOM OF r = p V LINTEL CAVITY V, LLIC.M.U. . , °GROUT 8F16 -113/1T a #5 REBAR AT tOMINAL LANTITYWI ' BOTTOM OF LINTEL CAVITY EMAT BAR TOP ¢ BOTTOM NOMINAL HEIGHT REINFORCING PROVIDED IN 7-5/8" ACTUAL LINTEL (VARIES) TYPE DESIGNATION 8" NOMINAL WIDTH GENERAL CONCRETE LIN TES MATERIALS GENERAL INST L LOTION NOTES 1. F C precast lintels = 3500 psi. 1. Provide full mortar head and bed joints. 2. F C prestressed lintels = 6000 psi. 2. Shore filled lintels as required. 3. Grouted per ASTM C476 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 -Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 4. Concrete masonry units (CMU) per ASTM 090 w/ vertical cell reinforcing and grouting. minimum net area compressive strength = 1900 psi. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and 5. Reber per ASTM A615 Grade 60, longer with a nominal height of 8" meet or exceed L1180. 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. 7/32 wire per ASTM A510. 8. Cast -in-place concrete may be provided in composite lintel in lieu of concrete 8. Mortar per ASTM C270 type M or S. masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Florida Product Approval No. 158.1 11. The exterior surface of lintels 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 veritcal (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 horizontal load BRF6-0611T 8FB-OB11T :` { •"- ' . 8RF14-1B/1T 8F16.11311T .L } y: "d ° :• d O O 8F20-1B11T E 8RF22-113I1T 8F24-113I1T 77 O BRF3011311T 8F321B11T O O 8F24 -0113/1T O #6=3" F v av n #7=3% q "B„ U 4 EMBEDDED STANDARD 900 HOOK STANDARD 180° HOOK W t. x q ' 4 A. SO REBAR DETAIL n N LAP SPLICE SCALE: 1/2"z° =1,_0„ v : � c SANIF RD I RE 'D LAP SPLICE EMBEDMENT AND HOOKED REINF. STEEL (INCHES) O��'ARIM�� GRADE 40 i. BAR SIZE BEND O LENGTH LAP SPLICE title: a i 0 a #3 17/8 41/4 7 15 0 project no. 2015219. #4 21/2 5 5/8 91/2 20 � .checked: AB/EA/MC #5 31/8 7 113/4 25 1 drawn: date: 04-02-15 #6 33/4 81/16 14 30 °N scare: #7 43/8 9 13/16 16 1/21 35 #s #9 }L 1 #10 0 #11 U th 4.1-2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. The structural design WN w l �' N is in accordance w>L e Z C� 140 ;5 O � 00 Th U A' 4 Lo1 � 0�� M AP a o #3=2%" #4=2%" • o ° a #5=2% Z" Z 1 N qGr 41�1�:,�ti'' #6=3" F v av n #7=3% q "B„ U 4 EMBEDDED STANDARD 900 HOOK STANDARD 180° HOOK W t. x q ' 4 A. SO REBAR DETAIL n N LAP SPLICE SCALE: 1/2"z° =1,_0„ v : � c SANIF RD I RE 'D LAP SPLICE EMBEDMENT AND HOOKED REINF. STEEL (INCHES) O��'ARIM�� GRADE 40 i. BAR SIZE BEND O LENGTH LAP SPLICE title: a i 0 a #3 17/8 41/4 7 15 0 project no. 2015219. #4 21/2 5 5/8 91/2 20 � .checked: AB/EA/MC #5 31/8 7 113/4 25 1 drawn: date: 04-02-15 #6 33/4 81/16 14 30 °N scare: #7 43/8 9 13/16 16 1/21 35 #s #9 }L 1 #10 0 #11 U th 4.1-2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. The structural design of this building is in accordance w>L e Z h O � 0 N � '- U A' 4 Lo1 � ° ' M AP a o #3=2%" #4=2%" • o ° a #5=2% Z" Z #6=3" F v av n #7=3% q "B„ U 4 EMBEDDED STANDARD 900 HOOK STANDARD 180° HOOK W t. x q ' 4 A. SO REBAR DETAIL n N LAP SPLICE SCALE: 1/2"z° =1,_0„ v : � c SANIF RD I RE 'D LAP SPLICE EMBEDMENT AND HOOKED REINF. STEEL (INCHES) O��'ARIM�� GRADE 40 i. BAR SIZE BEND O LENGTH LAP SPLICE title: a i 0 a #3 17/8 41/4 7 15 0 project no. 2015219. #4 21/2 5 5/8 91/2 20 � .checked: AB/EA/MC #5 31/8 7 113/4 25 1 drawn: date: 04-02-15 #6 33/4 81/16 14 30 °N scare: #7 43/8 9 13/16 16 1/21 35 #s #9 }L 1 #10 0 #11 U th 4.1-2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. The structural design of this building is in accordance w>L e i i L 1 P II I _, a CAST CRETE OR QUALITY/ LOTTS LINTEL LOAD SPECIFICATIONS SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS 4m=6449411" OR QUALITY/ LOTTS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 8U8 BF8-0B 8F12-08 8F16 -0B 8F20 -OB BF24-OB 81`28-06 BF32-OB 8F8-16 8F12 -1B 8F16 -1B 8F20 -1B 8F24 -1B 8F28-18 8F32 -1B 2'-10"(34") 3173 4460 PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" 4569 (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" 5740 (48") PRECAST 1966 2561 - 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" 1207 1940 2724 3508 4292 5077 (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 (7) 8672 10294 11809 5 -4„ 5'-10"(70") (64) PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547(36) 73421 8733(19) 10127(19) 5'-10"(70”) (78") PRECAST PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 (45) 6036(1x) 7181(1x) 8328(2o) 6'-6" 1021 (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394(37) 8825 (14) 7'-6" 1471 (15) (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 841 6472 (1s) 9'-4" 1732(15) (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1 1245 1843 2564 3486 4705(37) 6390 (47) 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643(38) 4754(45) 11'-4" 2247 (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" 239 (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" 485 (13) (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 45s 783 1370 1902 2245 2517 2712 15'-4" 646 (12) (184") PRESTRESSEDN. R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" 142 230 369 531 713 (7) 903 (13) (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" 997 (13) (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N R NR NR NR NR NR NR NR 180 340 598 845 1114 1359 .1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR129 NR. 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. POWERS LINTEL LOAD SPECIFICATIONS POWER LINTEL - PSbox8 (5-5/8") 6" DEPTH FILLED AND UNFILLED POWER LINTEL - PSbox8 (5-5/8") 6" DEPTH POWER LINTEL PSbox8 (7-5/8") 24" COMPOSITE SUPERIMPOSED GRAVITY LOAD - POUNDS PER LINEAR FOOT LBS/FT 0-404" OR QUALITY/ LOTTS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8 -1T 8F12 -1T 8F16 -1T 81`20-1T 8F24 -1T 81`28-1T 8F32 -1T s1`8 -2T 81`12-2T 8F16 -2T 8F20 -2T 8F24 -2T 8F28 -2T 8F32 -2T 2'-10" M-2 (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" M-4 (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" * M-6 (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" * M-8 (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" * M-10 (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10"(70") M-12 PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" M-14 (78") PRECAST 835 (12) 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6" M-16 (90") PRECAST 727 (23) 1021 1634(12) 2102(11) 2571(1o) 3039(10) 3508 (9) 727 1166 1634 2102 2571 3039 3508 9'-4" • M-18 (112") PRECAST 591 680 1133(1s) 1471 (15) 1811 (15) 2152(16) 2494(15) 591 851 1326 1705 2084 2463 2842 10'-6" M-20 (126") PRECAST 530 552 914 (15) 1185(15) 1458(15) 1732(15) 2007(15) 530 686 1183 1526 1865 2204 2544 11'-4" M-22 (136") PRECAST 474 485 798 (15) 10341 1272(15) 1510(15) 1749 (15) 494 599 1028 1422 1738 2053 2369 12'-0" 556 (144") PRECAST 470 (9) 441 723 (14) 936 (14) 1151 (15) 1366 (15) 1582 (15) 470 543 928 1349 1649 1948 2247 13'-4" 41 (160") PRECAST 418 05) 373 606 (14) 783 (14) 962 (14) 1141 (14) 1321 (14) 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 (15) 346 559 (14) 723 (14) 887 (14) 1052 (14) 1218 (14) 410 420 709 1050 1434 (8) 1694 (8) 1954 (7) 14'-8" (176") PRESTRESSED 239 323 519 (13) 671 (13) 823 (13) 976 (14) 1129(14) 246 390 655 968 1324 (8) 1625 (11) 1874 (11) 15'-4" (184") PRESTRESSED 224 302 485 (13) 626 (13) 767 (m)j 909 (13) 1052(13) 230 364 609 897 1224 (8) 1562 (14) 1801(14) 17'-4" (208") PRESTRESSED 187 255 404 (12) 520 (12) 637 (12) 754 (12) 872 (12) 192 303 500 732 993 (8) 1268 (14) 1470 (14) 19'-4" (232") PRESTRESSED 162 222 347 (11) 446 (11) 546 (12) 646 (12) 746 (12) 166 261 424 616 831 (8) 1057 (14) 12251 21'-4" (256") PRESTRESSED 142 198 306(11) 393 (11) 480 (11) 567 (11) 654 (11) 142 230 369 531 713 (7) 903 (13) 1046 (13) 22'-0" (264") PRESTRESSED 137 192 295 (1o) 378 (11) 461 (Io) 545 (11) 629 (11) 137 221 354 508 681 (7) 861 (13) 997 (13) 24'-0" (288") PRESTRESSED 124 175 267 (Io) 341 (to) 416 (Io) 491 (jo)j 566 (10) 124 1 200 316 450 600 (7)1 756 1 875 (13) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. POWERS LINTEL LOAD SPECIFICATIONS POWER LINTEL - PSbox8 (5-5/8") 6" DEPTH FILLED AND UNFILLED POWER LINTEL - PSbox8 (5-5/8") 6" DEPTH POWER LINTEL PSbox8 (7-5/8") 24" COMPOSITE SUPERIMPOSED GRAVITY LOAD - POUNDS PER LINEAR FOOT LBS/FT MARK NO. MARK NO. NOMINAL CLEAR SPAN TOTAL LINTEL LENGTH NO FILL NO REBAR DETAIL "A" FILLED #5 TOP DETAIL "B" FILLED #57&B DETAIL "C" M-1 11-6" 2'-10" 960 7775 7775 M-2 2'-2" T-6" 665 5369 5369 * M3 2'-4" 3'-8" 617 4982 4982 M-4 2'-8" 4'-0" 540 4353 4353 * M-5 2'-10" 4'-2" 508 4095 4095 * M-6 T-0" 4'-4" 480 3768 3865 M-7 3'-2" 4'-6" 455 3378 3659 * M-8 3'-4" 4'-8" 432 3044 3474 M-9 4'-0" 5'-4" 360 2100 2887 * M-10 4'-4" T-8" 333 1932 2770 M-11 4'-6" T-10" 320 1650 2373 M-12 T-2" 6'-6" 279 1240 1789 * M-13 5'-4" 1 271 1161 1676 M-14 6'-2" T-6" 233 857 1242 * M-15 6'-4" 7'-8" 228 810 1175 M-16 T -O" 8'-4" 206 655 954 M-17 8'-0" 9'-4" 240 491 720 • M-18 8'-4" 9'-8" 231 449 660 M-19 9'-2" 10'-6" 209 393 1 537 M-20 10'-0" 11'-4" 178 298 444 M-21 11'-2" 12'-6" 1 128 230 347 M-22 12'-0" 13'-4" 1 103 193 294 M-23 12'-8" 14'-0" 1 103 168 252 TOTAL SAFE UPLIFT LOAD - POUNDS PER LINEAR FOOT LBS/FT MARK NO. MARK NO. NOMINAL CLEAR SPAN TOTAL LINTEL LENGTH FILLED #5 TOP DETAIL "B" FILLED #5 T&B DETAIL "C" M-1 V-6" 7-10" 5008 5008 M-2 2'-2" 3'-6" 3476 3476 * M-3 2'-4" 3'-8" 3229 3229 M-4 2'-8" 4'-0" 2829 2829 * M-5 2'-10" 4'-2" 2664 2664 * M-6 T -O" 4'-4" 2518 2518 M-7 T-2" 4'-6" 2387 2387 * M-8 3'-4" 4'-8" 2269 2269 M-9 4'-0" 5'-4" 1895 1895 * M-10 4'-4" T-8" 1820 1820 M-11 T-6" T-10" 1688 1688 M-12 T-2" 1 1473 1473 * M-13 5'-4" 6'-8" 1404 1404 M-14 6'-2" T-6" 1057 1057 * M-15 6'-4" T-8" 1003 1003 M-16 T-0" 8'-4" 826 826 M-17 8'-0" 9'-4" 639 639 * M-18 8'-4" 9'-8" 591 591 M-19 9'-2" 10'-6" 493 493 M-20 10'-0" 11'-4" 419 419 M-21 11'-2" 12'-6" 341 341 M-22 12'-0" 13'-4" 299 299 M-23 12'-8" 14'-0" 271 271 * DENOTES TYPICAL DOOR SIZE OPENINGS (INCLUDING DOOR JAMB). * DENOTES TYPICAL DOOR SIZE OPENINGS (INCLUDING DOOR JAMB). POWER LINTEL - PSbox8 (7-5/8") 8" DEPTH FILLED AND UNFILLED POWER LINTEL- PSbox8 (7-5/8") 8" DEPTH SUPERIMPOSED GRAVITY LOAD - POUNDS PER LINEAR FOOT LBS/FT MARK NO. MARK NO. NOMINAL CLEAR SPAN TOTAL LINTEL LENGTH NO FILL NO REBAR DETAIL "D" FILLED #5 TOP DETAIL "E" FILLED #5 T&B DETAIL "F" L-1 1'-0" 2'-10" 933 7229 7229 L-2 2'-2" T-6" 646 4986 4986 L-3 2'-8" 4'-0" 524 4040 4040 L-4 3'-2" 4'-6" 442 3392 3392 L-5 4'-0" 5'-4" 350 2673 2673 L-6 4'-6" T-10" 311 2369 2369 L-7 5'-2" 6'-6" 271 2056 2056 L-8 1 7'-6" 227 1524 1713 L-9 T-0" 8'-4" 200 1170 1502 L-10 8'-0" 9'-4" 240 881 1206 L-11 9'-2" 10'-6" 209 657 904 L-12 10'-0" 11'4" 192 542 750 L-13 11'-2" 12'-6" 172 423 590 L-14 12'-0" 13'-4" 160 358 503 L-15 12'-8" 14'-0" 152 315 445 L-16 13'4" 14'-8" 144 279 396 L-17 14'-0" 15'4" 137 247 353 L-18 16'-0" 17'-4" 13'-4" 175 256 L-19 18'-0" 19'4" 941 157 211 L-20 181-8" 20'70" 309 142 192 L-21 20'-8" 1 22'-0" 1 104 145 L-22 22'-8" 1 24'-0" 1 76 1110 33'4" NOTE: ALL LINTELS GREATER THAN 22'-8" IN LENGTH WILL REQUIRE (2) #5 BARS TOP OR (2) #5 BARS TOP & BOTTOM POWER LINTEL - PSbox8 (5-5/8") 14" COMPOSITE SUPERIMPOSED GRAVITY LOAD - POUNDS PER LINEAR FOOT LBS/FT MARK NO. NOMINAL CLEAR SPAN TOTAL LINTEL LENGTH FILLED W/ #5 TOP DETAIL "H" FILLED W/ #5 T&B DETAIL "HH" M-1 1'-6" 2'-10" 11377 11377 M-2 2'-2" 3'-6" 7845 7845 * M-3 2'-4" T-8" 7278 7278 M-4 2'-8" 4'-0" 6355 6355 * M5 2'-10" 4'-2" 5975 5975 * M-6 T -O" 4'-4" 5638 5638 M-7 T-2" 4'-6" 5336 5336 * M-8 T-4" 4'-8" 5064 5064 M-9 4'-0" 5'-4" 4203 4203 * M-10 4'4" 5'-8" 4031 4031 M-11 4'-6" T-10'' 3725 3725 M-12 T-2" 6'-6" 3231 3231 * M-13 5'-4" 1 3127 3127 M-14 6'-2" T-6" 2691 .2691 * M-15 6'-4" T-8" 2617 2617 M-16 7'-0" 8'-4" 2358 2358 M-17 8'-0" 9'-4" 2051 2051 * M-18 8'-4" 9'-8" 1965 1965 M-19 9'-2" 10'-6" 1777 1777 M-20 10'-0" 11'4" 1571 1620 M-21 11'-2" 12'-6" 1240 1413 M-22 12'-0" 13'-4" 1060 1210 M-23 12'-8" 14'-0" 941 1075 * DENOTES TYPICAL DOOR SIZE OPENINGS (INCLUDING DOOR JAMB). POWER LINTEL - PSbox8 (7-5/8") 16" COMPOSITE SUPERIMPOSED GRAVITY LOAD - POUNDS PER LINEAR FOOT LBS/FT MARK NO. NOMINAL CLEAR SPAN TOTAL LINTEL LENGTH FILLED W/ #5 TOP DETAIL "I" FILLED W/ #5T&B DETAIL "II" L-1 V-6" 2'-10" 10831 10831 L-2 2'-2" 3'-6" 7463 7463 L3 2'-8" 4'-0" 6041 6041 L-4 T-2" 4'-6" 5069 5069 L-5 4'-0" 5'4" 3989 3989 L-6 4'-6" T-10" 3533 3533 L-7 5'-2" 6'-6" 3062 3062 L-8 6'-2" T-6" 2547 2547 L-9 T-0" 8'-4" 2230 2230 L-10 8'-0" 9'-4" 1936 1936 L-11 9'-2" 10'-6" 1675 1675 L-12 10'-0" 11'-4" 1526 1526 L-13 11'-2" 12'-6" 1354 1354 L-14 12'-0" 13'-4" 1252 1252 L-15 12'-8" 14-0" 1169 1180 L-16 13'-4" 14'-8" 1044 1115 L-17 14'-0" 15'-4" 936 1022 L-18 16'-0" IT -0 689 755 L-19 18'-0" 19'-4" 519 588 L-20 18'-8" 9'-4" 474 539 L-21 20'-8" 22'-0" 365 418 L-22 22'-8" 24'-0" 284 327 L-23 24'-0" 25'4" 334 384 L-24 211 27-4" 267 309 L-25 28'-0" 29'-4" 214 251 1 -26 30'-0" 31'-4" 171 203 NOTE: ALL LINTELS GREATER THAN 22'-8" IN LENGTH WILL REQUIRE (2) #5 BARS TOP OR (2) #5 BARS TOP & BOTTOM POWER LINTEL PSb0x8 (7-5/8") 20" COMPOSITE SUPERIMPOSED GRAVITY LOF.D - POUNDS PER LINEAR FOOT LBS/FT MARK NO. NOMINAL CLEAR SPAN TOTAL LINTEL LENGTH FILLED W/ #5 TOP DETAIL "J" FILLED W/ #5T&B DETAIL "JJ" L-1 1'-6" 2'-10" 12632 12632 L-2 2'-2" 3'-6" 8701 8701 L-3 2'-8" 4'-0" 7042 7042 L-4 T-2" 4'-6" 5908 5908 L-5 4'-0" 5'-4" 4647 4647 L-6 4'-6" 5'-10" 4114 4114 L-7 5'-2" 6'-6" 3565 3565 L-8 6'-2" T-6" 2963 2963 L-9 T-0" 8'-4" 2593 2593 L-10 8'-0" 1 2251 2251 L-11 9'-2" 10'-6" 1946 1946 L-12 10'-0" 11'-4" 1772 1772 L-13 11'-2" 12'-6" 1572 1572 L-14 12'-0" 13'-4" 1453 1453 L-15 12'-8'' 14-0" 1369 1369 L-16 13'-4" 14'-8" 1293 1293 L-17 14'-0" 15'-4" 1225 1225 L-18 16'-0" 17'-4" 989 1053 L-19 18'-0" 19'-4" 891 946 L-20 181-8" 20'-0" 818 869 L-21 20'-8" 22'-0" 641 682 L-22 22'-8" 24'-0" 508 543 L-23 24'-1 25'-4" 484 625 L-24 26-0" 27-4" 391 511 L-25 28'-0" 29'4" 317 420 L-26 30'-0" 31'4" 258 348 TOTAL SAFE UPLIFT LOAD - POUNDS PER LINEAR FOOT LBS/FT MARK NO. MARK NO. NOMINAL CLEAR SPAN TOTAL LINTEL LENGTH FILLED #5 TOP DETAIL "E" FILLED #5 T&B DETAIL "F" L-1 V-6" 2'-10" 5963 5963 L-2 2'-2" 3'-6" 4140 4140 L-3 2'-8" 4'-0" 3370 3370 L-4 T-2" 4'-6" 2844 2844 L5 4'-0" 5'-4" 2259 2259 L-6 4'-6" T-10" 2012 2012 L-7 T-2" 6'-6" 1757 1757 L-8 6'-2" T-6" 1478 1478 L-9 T-0" 8'-4" 1306 1306 L-10 8'-0" 9'-4" 1030 1030 L-11 9'-2" 10'-6" 793 793 L-12 10'-0" 11'4" 673 673 L-13 11'-2" 12'-6" 546 546 L-14 12-0" 13'-4" 478 478 L-15 12'-8" 14'-0" 433 433 L-16 13'-4" 14'-8" 394 394 L-17 14'-0" 15'-4" 361 361 L-18 16'-0" 17'-4" 285 285 L-19 18'-0" 19'-4" 282 282 L-20 18'-8" 20'-0" 265 265 L-21 20'-8" 22'-0" 223 223 L-22 22'-8" 24'-0" 191 191 NOTE: ALL LIN I ELS GHEA I ER 1 HAN 22'-8" IN LENGTH WILL REQUIRE (2) #5 BARS TOP OR (2) #5 BARS TOP & BOTTOM POWER LINTEL PSbox8 (5-5/8") 14" COMPOSITE TOTAL SAFE UPLIFT LOAD - POUNDS PER LINEAR FOOT LBS/F7 MARK NO. MARK NO. NOMINAL CLEAR SPAN TOTAL LINTEL LENGTH FILLED #5 TOP DETAIL "H" FILLEL) #5 T&B DETIAL "HH" M-1 1'-6" 2'-10" 9197 9197 M-2 2'-2" 3'S" 6386 6386 M-3 2'-4" 3'-8" 5934 5934 • M-4 2'-8" 4'-0" 5200 5200 M-5 2'-10" 4'-2" 4898 4898 * M-6 T-0" 4'-4" 4629 4629 • M-7 T-2" 4'-6" 4388 4388 M-8 3'-4" 4'-8" 4172 4172 • M-9 4'-0" 5'-4" 3487 3487 M-10 4'-4" 5'-8" 3350 3350 * M-11 4'-6" T-10" 3106 3106 M-12 5'-2" 6'-6" 2713 2713 M-13 5'-4" 6'-8" 2630 2630 * M-14 6'-2" 7'-6" 2283 2283 M-15 1 7'-8" 2221 2221 * M-16 T-0" 8'-4" 1829 1829 M-17 8'-0" 9'-4" 1414 1414 M-18 8'-4" 9'-8" 1308 1308 * M-19 9'-2" 10'-6" 1092 _ 1092 M-20 10'-0" 11'4' 927 927 M-21 11'-2" 12'-6" 756 756 M-22 12'-0" 13'4" 663 663 M-23 12'-8" 14'-0" 601 601 * DENOTES TYPICAL DOOR SIZE OPENINGS (INCLUDING DOOR JAMB). POWER LINTEL - PSbox8 (7-5/8") 16" COMPOSITE TOTAL SAFE UPLIFT LOAD - POUNDS PER LINEAR FOOT LBS/FT MARK NO. MARK NO. NOMINAL CLEAR SPAN TOTAL LINTEL LENGTH FILLED W/ #5 TOP DETAIL "I" FILLED W/ #5 T&B DETAIL 1]" L-1 1'-6" 2'-10" 9886 9886 L-2 2'-2" 31-6" 6866 6856 L-3 2'-8" 4'-0" 5592 5592 L-4 T-2" 4'-0" 4720 4720 L-5 4'-0" 5'-4" 3751 3751 L-6 4'-6" 5'-10" 3342 3342 L-7 T-2" 6'-6" 2920 2920 L-8 6'-2" T-6" 2458 2458 L-9 7-0" 1 8'-4" 2173 2173 L-10 8'-0" 9'-4" 1774 1774 L-11 9'-2" 101-6. 1368 1368 L-12 10'-0" 11'4" 1161 1161 L-13 11'-2" 12'-0" 945 945 L-14 12'-0" 13'-4" 827 827 L-15 12'-8" 14-0" 750 750 L-16 13'4' 14'-8" 683 683 L-17 14'-0" 15'-4" 626 626 L-18 16-0" 17'-4" 496 496 L-19 18'-0" 19'4" 456 456 L-20 18'-8" 20'-0" 429 429 L-21 20'-8" 22'-0" 363 363 L-22 22'-8" 24'-0" 313 313 L-23 24'-0" 25'-4" 381 381 L-24 21 27'-4" 335 335 L-25 28'-0" 29'4" 298 298 L-26 30'-0" 31'-4" 269 269 NOTE: ALL LINTELS GREATER THAN 228" IN LENGTH WILL REQUIRE (2) #5 BARS TOP OR (2) #5 BARS TOP & BOTTOM POWER LINTEL PSbox8 (7-5/8") 20" COMPOSITE TOTAL SAFE UPLIFT LOAD - POUNDS PER LINEAR FOOT LBS/FT MARK NO. MARK NO, NOMINAL CLEAR SPAN TOTAL LINTEL LENGTH FILLED W/ #5 TOP DETAIL "J" FILLED W/' #5 T&B DETAIL "JJ" L-1 1'-6" 2'-10" 11880 11880 L-2 2'-2" T-6" 8251 8251 L-3 2'-8" 4'-0" 6720 6720 L4 T-2" 4'-6" 5673 5673 L5 4'-0" 5'4" 4509 4509 L-6 4'-6" 5'-10" 4018 4018 L-7 T-2" 6'-6" 3511 3511 L-8 6'-2" T-6" 2955 2955 L-9 T-0" 8'-4" 2614 2614 L-10 8'-0" 9'-4" 2116 2116 L-11 9'-2" 10'-6" 1632 1632 L-12 10'-0" 11'-4" 1385 1385 L-13 11'-2" 12'-6" 1128 1128 L-14 12'-0" 13'4" 988 988 L-15 12'-8" 14-0" 896 896 L-16 13'4" 14'-8" 817 817 L-17 14'-0" 15-4" 749 749 L-18 16'-0" IT -4" 594 594 L-19 18'-0" 19'4" 537 537 L-20 4-8" 20'-0" 505 505 L-21 20'-8" 22'-0" 428 428 L-22 22'-8" 24'-0" 371 371 L-23 24'-0" 25'-4" 489 489 L-24 26'-0" 27'-4" 430 430 L-25 28'-0" 29'-4" 383 383 L-26 30'-0" 31'-4" 345 345 NOTE: ALL LINTELS GREATER THAN 22'-8" IN LENGTH WILL REQUIRE NOTE: ALL LINTELS GREATER THAN 22'-8" IN LENGTH WILL REQUIRE (2) #5 BARS TOP OR (2) #5 BARS 70P &BOTTOM (2) #5 BARS TOP OR (2) #5 BARS TOP & BOTTOM SUPERIMPOSED GRAVITY LOAD - POUNDS PER LINEAR FOOT LBS/FT MARK NO. NOMINAL CLEAR SPAN TOTAL LINTEL LENGTH FILLED W/ #5 TOP DETAIL "K" FILLED W/ #5 T&B DETAIL "KK" L-1 1'-6" 2'-10" 7-10" - L-2 2'-2" X-6" T-16" -- L-3 2'-8" 4'-0" -- -- L-4 T-2" 4'-0" 6746 6746 L-0 T-0" 5'-4" 5305 5305 L-6 4'-6" 5-10" 4696 4696 L-7 5'-2" 6'-6" 4068 4068 L-8 6'-2" T-6" 3380 3380 L-9 T-0" 8'-4" 2957 2957 L-10 8'-0" 9'-4" 2566 2566 L-11 9'-2" 10'-6" 2218 2218 L-12 11 11'4" 2019 2019 L-13 11'-2" 12'-0" 1790 1790 L-14 12'-0" 13'-4" 1653 1653 L-15 12'-8" 14-0" 1557 1557 L-16 13'-4" 14'-8" 1471 1471 L-17 14'-0" 15'-4" 1393 1393 L-18 16'-0" 17'-4" 1197 1197 L-19 18'-0" 19'-4" 1201 1336 L-20 18'-8" 21 1104 1282 L-21 20'-8" 22'4" 869 1037 L-22 22'-8" 24'-0" 693 832 L-23 24'-0" 25'4" 625 918 L-24 26-0" 27'-4" 507 757 L-25 28'-0" 29'4" 413 629 L-26 30'-0" 31'-4" 337 525 NUI E: ALL LIN 1 tL5 GHtA I tH I HAN 2Z-8" IN LENGTH WILL REQUIRE (2) #5 BARS TOP OR (2) #5 BARS TOP '& BOTTOM POWER LINTEL PSb0x8 (7-5/8") 32" COMPOSITE SUPERIMPOSED GRAVITY LOAD - POUNDS PER LINEAR FOOT LBS/FT i MASTER MARK NO. NOMINAL CLEAR SPAN TOTAL LINTEL LENGTH FILLED W/ #5 TOP DETAIL "L" FILLED W/ #5 T&B DETAIL "LL" L-1 1'-6" 7-10" - -- L-2 2'-2" T-16" -- - L3 2'-8" 4'-0" 12442 12442 L-4 T-2" 4'-6" 10504 10504 L-5 4'-0" 5'-4" 8352 8352 L-6 4'-0" T-10" -- -- L-7 5`-2" 1 5074 5074 L-8 6'-2" 7'-6" 4214 4214 L-9 T-0" 8'-4" 1 3685 3685 L-10 8'-0" 9'-4" 3196 3196 L-11 9'-2" 10'-6" 2760 2760 L-12 10'-0" 11'-4" 2511 2511 L-13 11'-2" 12'-0" 2225 2225 L-14 12'-0" 13'4" 2055 2055 L-15 12'-8" 14-0" 1934 1934 L-16 13'-4" 14'-8" 1826 1826 L-17 14'-0" 15'-4" 1729 1729 L-18 11 17'-4" 1484 1484 L-19 18'-0" 19'-4" 1585 1585 L-20 18'4" 20'-0" 1520 1520 L-21 20'-8" 22'-0" 1267 1350 L-22 22'-8" 24'-0" 1014 1211 L-23 24'-0" 25'-4" 905 1131 L-24 26-0" 27'-4" 737 1026 L-25 28'-0" 29'-4" 604 929 L-26 30'-0" 31'-4" 497 780 L-27 32'-0" 33'4" 409 1 657 L-28 34'-0" 35'4" 336 556 L-29 36-0" 37'4" 275 471 NU 11 ALL LIN I LLS URLAI L THAN 22'-8" IN LENGTH WILL REQUIRE (2) #5 BARS TOP OR (2) #5 BARS TOP & BOTTOM POWER LINTEL PSbox8 (7-5/8") 40" COMPOSITE TOTAL SAFE UPLIFT LOAD - POUNDS PER LINEAR FOOT LBS/FT i MASTER MARK NO. NOMINAL CLEAR SPAN TOTAL LINTEL LENGTH FILLED W/ #5 TOP DETAIL "L" FILLED W/ #5T&B DETAIL "LL" L-1 1'=6" 2'-10" - -- L-2 2'-2" T-6" -- - L-3 2'-8" 4'-0" 12442 12442 L-4 T-2" 4'-6" 10504 10504 L-5 4'-0" 5'-4" 8352 8352 L-6 4'-6" T-10" 7443 7443 L-7 5'-2" 6'-6" 6504 6504 L-8 6'-2" T-6" 4464 4464 L-9 T-0" 8'-4" 4845 4845 L-10 8'-0" 9'-4" 3843 3843 L-11 9'-2" 10'-6" 2968 2968 L-12 10'-0" 11'4" 2521 2521 L-13 11'-2" 12'-6" 2056 2056 L-14 12'-0" 13'-4" 1803 1803 L-15 12'-8" 14-0" 1636 1636 L-16 13'-4" 14'-8" 1493 1493 L-17 14'-0" 16-4" 1370 1370 L-18 111 17'-4" 1089 1089 L-19 18'-0" 19'-4" 945 945 L-20 181-8" 20'-0" 891 891 L-21 20'-8" 22'-0" 758 758 L-22 22'-8" 24'-0" 659 659 L-23 24'-0" 25'-4" 932 932 L-24 26-0" 27'4" 819 819 L-25 28'-0" 29'-4" 730 730 L-26 30'-0" 31'-4" 658 658 L-27 32'-0" 33'-4" 599 599 L-28 34'-0" 35'4" 550 550 L-29 36'-0" 37'-4" 509 509 L30 38'-0" 39'-4" 475 475 L-31 41 41'-4" 445 445 NOI t: ALL LINTELS GREATER THAN 228" IN LENGTH WILL REQUIRE (2) #5 BARS TOP OR (2) #5 BARS TOP & BOTTOM PER MANUFACTURERS SPECIFICATIONS - IT IS RECOMMENDED TO SHORE LINTEL IN THE MIDDLE OF SPANS GREATER THAN 8'-0" AND LESS THAN 15'-0". ON SPANS GREATER THAN 16'-0" USE 2 SHORES SPACED EQUAL DISTANCE APART AT APPROXIMATELY 5'-4" SPACING. ON SPANS GREATER THAN 16'-0" PLACE SHORING AT 6'-0" CENTERS. MAKE SURE SHORING IS SQUARE TO LINTEL AND SECURE. MAKE SURE SHORING SUPPORTS THE ENTIRE WIDTH OF THE BOTTOM OF THE LINTEL. POWER LINTEL PSbox8 (7-5/8") 24" COMPOSITE TOTAL SAFE UPLIFT LOAD - POUNDS PER LINEAR FOOT LBS/FT i MASTER MARK NO. NOMINAL CLEAR SPAN TOTAL LINTEL LENGTH FILLED W/ #5 TOP DETAIL "K" FILLED W/ #5 T&B DETAIL "KK" L-1 1'-0" 2'-10" - -- L-2 2'-2" T -I 9645 9645 L-3 2'-8" 4'4" 7856 7856 L-4 T-2" 4'-0" 6632 6632 L-5 4'-0" 5'-4" 5272 5272 L-6 4'-6" 5'-10" 4698 4698 L-7 T-2" 6'-0" 4105 4105 L-8 6'-2" T-6" 3456 3456 L-9 7'-0" 8'-4" 3057 3057 L-10 8'-0" 9'-4" 2459 2459 L-11 9'-2" 10.4. 1897 1897 L-12 10'-0" 11'4" 1611 1611 L-13 11'-2" 12'-0" 1312 1312 L-14 12'-0" 13'4" 1150 1150 L-15 12'-8" 14-0" 1043 1043 L-16 13'4" 14'-8" 951 951 L-17 14'-0" 15'4" 872 872 L-18 16-0" 17'4" 692 692 L-19 18'-0" 19'-4" 618 618 L-20 18'-8" 20'-0" 582 582 L-21 20'-8" 22'-0" 494 494 L-22 22'-8" 24'-1 428 428 L-23 24'-0" 25'4" 577 577 L-24 26-0" 27'-4" 507 507 L 25 28'-0" 29'4" 452 452 L-26 30'-0" 31'4" 407 407 j I I NOTE: ALL LINTELS GREATER THAN 22'-8" IN LENGTH WILL REQUIRE (2) #5 BARS TOP OR (2) #5 BARS TOP & BOTTOMOct I 1� POWER LINTEL PSbox8 (7-5/8") 32" COMPOSITE TOTAL SAFE UPLIFT LOAD - POUNDS PER LINEAR FOOT LBS/FT i MASTER MARK NO. NOMINAL CLEAR SPAN 0 0 E UJId Uj 8 FILLED W/ #5 TOP DETAIL "L" FILLED W/ #5T&B DETAIL "LL" L-1 �M00N N—�C040 2'-10" - - cc0,4 y"-o�.ca 2'-2" 3'-0" 12451 T/IT - `a' r- 2'-8" 4'-0" 10142 10- o a .m L-4 3'-2" 4'-6" 8563 8563 L-5 4'-0" d' 6807 j I I NOTE: ALL LINTELS GREATER THAN 22'-8" IN LENGTH WILL REQUIRE (2) #5 BARS TOP OR (2) #5 BARS TOP & BOTTOMOct I 1� POWER LINTEL PSbox8 (7-5/8") 32" COMPOSITE TOTAL SAFE UPLIFT LOAD - POUNDS PER LINEAR FOOT LBS/FT MARK NO. NOMINAL CLEAR SPAN TOTAL LINTEL LENGTH FILLED W/ #5 TOP DETAIL "L" FILLED W/ #5T&B DETAIL "LL" L-1 1'-6" 2'-10" - - L-2 2'-2" 3'-0" 12451 12451 L3 2'-8" 4'-0" 10142 10142 L-4 3'-2" 4'-6" 8563 8563 L-5 4'-0" 5'-4" 6807 6807 L-6 4'-6" T-10" 6066 6066 L-7 5'-2" 6'-0" 5301 5301 L-8 6'-2" T-6" 4464 4464 L-9 T-0" 8'-4" 3949 3949 L-10 8'-0" 9'-4" 3149 3149 L-11 9'-2" 10'-0" 2431 2431 L-12 10'-0" 11'-4" 2065 2065 L-13 11'-2" 12'-0" 1683 1683 L-14 12'-0" 13'4" 1476 1476 L-15 12'-8" 14-0" 1338 1338 L-16 13'4" 14'-8" 1221 1221 L-17 14'-0" 15'-4" 1121 1121 L-18 16-1 17'4" 890 890 L-19 18'-0" 19'4" 781 781 L-20 18'-8" 20'-0" 736 736 L-21 20'-8" 22'-0" 626 626 L-22 22'-8" 24'-0" 543 543 L-23 24'-0" 25'-4" 754 754 L-24 26'-0" 27'-4" 663 663 L-25 28'-0" 29'-4" 590 590 L-26 30'-0" 31'4" 532 532 L-27 32'-0" 33'-4" 484 484 L-28 34'-0" 35'-4" 445 445 L 29 36'-0" 37'-4" 411 411 6 W w G a lit6 lfff{�rfr 0 E-1 Jac mo 0 VL o e✓ A LU f, a U 4',"^� � r°,�I 1 o11i1 El 6 is NICYJ'DI�SQd MMM ! I I "ILI 0! The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. GRADE REINF. SEE F.F. PLAN toa � _. e _-]� ill--T•Il. N �I deli �T _I {m(r ITf I.I:II (2) #5 REBAR 16'' /�m01 SINGLE STORY FTG SCALE: 1/2" = 1'-0" SCALE: 1/2 1'-0" SEE STEMWALL SCHEDULE FOR 2x BRG. WALL. SEE MIN. 24" BEFORE FLOOR PLAN FOR D-1OIL MORE INFO I"- E REINF. SEE b 1 STORY PLAN _ W WCO iii °.. • ��. 4" 1 16" 1 4"1>(2) #5 REBAR <674# 2 STORY: 20" x 20" ! w/ 3 #5 CONT. fm_,"�o INT. BRG WALL SCALE: 1/2" = 1'-0" SCALE: 1/2 1'-0" SEE STEMWALL SCHEDULE FOR MORE INFO MIN. 24" BEFORE I D-1OIL ANOTHER STEP I"- E a. it UJ b 1 STORY LU LU 0'-0"-2'-0" W WCO .."#5 10" CENTERED @ 20" TRANSITION C, <674# L ! m (2) #5 CONT. a r n ° CU (A�oDCo`O r' W � z (2) #5 BENT BARS w/ CO SEE FM18/D1 FOR ° ' MIN 25" LAP SPLICE FOUNDATION STEP INFO �•a 90 HOOK 16" (2) #5 CONT. MIN. SCALE: 1/2 1'-0" SEE STEMWALL SCHEDULE FOR OPTIONAL CURB FOR MAS. @ 8„ ELEV. 0'-0" w/ (1) #5 BAR CONT. F. F. REINF. SEE i PLAN Q > ,�" lf1 1011 2 STORY: 20" x 20" " a ' w/ 3 #5 CONT. 16" (2) #5 REBAR M02 SECTION @ GARAGE SCALE: 1/2" = 1'-0" 2x BRG. WALL. SEE FLOOR PLAN FOR MORE INFO STEP -SEE REINF. SEE PLAN PLAN (2) #5 REBAR 4" 16" 4" 2 STORY: 20" 7251 w/ 3 #5 CONT. M11 STEP DOWN BRG. SCALE: 1/2" = 1'-0" #5 CONT. REINF. ° SEE FOUNDATION FOR QUANTITY ° A #5 x 25" x 25" CORNER BAR ONE FOR EACH HORIZ REBAR, TYP. U.N.O. SCALE: 1/2" = 1'-0" REINF. SEE PLAN F.F. 00 81, (1) #5 REBAR CONT. XM03N\THICKENED EDGE SCALE: 1/2" = 1'-0" SEE PLAN REINF. SEE PLAN eo a _ •- .E -,�� d .� • e A 20" (3) #5 REBAR M 08 2 -STORY FTG. SCALE: 11Z'= 1'-0" MORE INFO M01 I D-1OIL FINISH FLOOR I"- E d 2 STORY b 1 STORY LU LU 0'-0"-2'-0" BARS .."#5 10" CENTERED @ 20" TRANSITION C, <674# N A, ! 10" MONO FOOT INt FILL SOLID TWO REINF. PER I - F°% FIRST CELLS PLAN i - (A�oDCo`O r' CLEAN FILL z DIRT SEE FM18/D1 FOR STANDARD 4 FOUNDATION STEP INFO �•a 90 HOOK 16" TEMWALL FOOTING #5 BAR IN "�° _ °REINF. PER STEMWA FILLED CELL �� ' CHART ON SHEET S-1 m a .� G.C. TO VERIFY WHERE STEM WALL IS REQ'D TO STEMWALL �MONO M2FOOTING DETAIL SCALE: 3/4" =1' - 0" OPTIONAL CURB FOR MAS. @ 8„ ELEV. 0'-0" w/ (1) #5 BAR CONT. F. F. REINF. SEE i PLAN Q > ,�" lf1 1011 2 STORY: 20" x 20" " a ' w/ 3 #5 CONT. 16" (2) #5 REBAR M02 SECTION @ GARAGE SCALE: 1/2" = 1'-0" 2x BRG. WALL. SEE FLOOR PLAN FOR MORE INFO STEP -SEE REINF. SEE PLAN PLAN (2) #5 REBAR 4" 16" 4" 2 STORY: 20" 7251 w/ 3 #5 CONT. M11 STEP DOWN BRG. SCALE: 1/2" = 1'-0" #5 CONT. REINF. ° SEE FOUNDATION FOR QUANTITY ° A #5 x 25" x 25" CORNER BAR ONE FOR EACH HORIZ REBAR, TYP. U.N.O. SCALE: 1/2" = 1'-0" REINF. SEE PLAN F.F. 00 81, (1) #5 REBAR CONT. XM03N\THICKENED EDGE SCALE: 1/2" = 1'-0" SEE PLAN REINF. SEE PLAN eo a _ •- .E -,�� d .� • e A 20" (3) #5 REBAR M 08 2 -STORY FTG. SCALE: 11Z'= 1'-0" • y z' y„ CO cr � n Baa M O�'VOY�xrw P4 etc `liyfr :« foo".« SLOPPED GROUT 0 TO DRAIN SEE PLAN A''^^� Q.. 4x4 PAVER CURB PROVIDE RECESS V1 , , x OPTIONAL CURB FOR $" FOR STEP REINF. SEE W $ �' r (G. C. TO VE R I FY) PLAN STEP DOWN PER w, ..�j ; N;` MAS. @ELEV. 0'-0" w/ REINF. SEE MANUF. SPEC'S o x `�°� w �'+ . "`� +y� .•° a (1)#5 BAR CONT. .d PLAN�(«T,odz`� c •.« r1�`" REINF. SEE a SEE PLAN or 0 ;'� d , d N r N�1.f. ✓s'®'b1, PLAN ° . S C JIi _ I : d « i ds"� .tlll>11 r d W GRADE REINF. SEE PLAN Go I. III IIIFr II1,-;1II. VIII III-'' A/C CHASE 4" PVC 1'-4" (2) #5 REBAR SLEEVE THRU 2 STORY 20" x 10" FOOTING w/ (3) #5 CONT. STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION I LAT. MAXIMUM F.C. SPACING (O.C.) IN STEM WALL I"- E d 2 STORY b 1 STORY LU LU 0'-0"-2'-0" 8" 10' C-4 00 N 20" W/ (2) #5 BARS <674# M O ! 10" 10" N N 24" W/ (3) #5 BARS - (A�oDCo`O 1 12" 12" T'C nti I W/ (4) #5 BARS 845# TW c >4'-0" - 54" 16" 16" #5 BARS CONT. & #5 18" O.C. TRANSV. GARAGE MASONRY m a .� DRIVE WAY WALL / FTG BEYOND. BY BUILDER STOPS @ GARAGE 12" OOR LOCATION w. SEE PLAN FORM,+I .k`• •'.'. MORE INFO :,' °o P 8.. 8"x8"TURN DOWN EDGE a } w/ (2) #5 CONT. r ,Ifs,i, IIIuGIp,{ill? ; f P1111, y,"ilCfe titi. d , rmo"'�9 FTG GARAGE DOOR SCALE: 3/4" = V_0" • y z' y„ CO cr � n Baa M O�'VOY�xrw P4 etc `liyfr :« foo".« SLOPPED GROUT 0 TO DRAIN SEE PLAN A''^^� Q.. 4x4 PAVER CURB PROVIDE RECESS V1 , , x OPTIONAL CURB FOR $" FOR STEP REINF. SEE W $ �' r (G. C. TO VE R I FY) PLAN STEP DOWN PER w, ..�j ; N;` MAS. @ELEV. 0'-0" w/ REINF. SEE MANUF. SPEC'S o x `�°� w �'+ . "`� +y� .•° a (1)#5 BAR CONT. .d PLAN�(«T,odz`� c •.« r1�`" REINF. SEE a SEE PLAN or 0 ;'� d , d N r N�1.f. ✓s'®'b1, PLAN ° . S C JIi _ I : d « i ds"� .tlll>11 r d W GRADE REINF. SEE PLAN Go I. III IIIFr II1,-;1II. VIII III-'' A/C CHASE 4" PVC 1'-4" (2) #5 REBAR SLEEVE THRU 2 STORY 20" x 10" FOOTING w/ (3) #5 CONT. STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (O.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY 0'-0"-2'-0" 8" 10' 16" 20" W/ (2) #5 BARS <674# 6'-8" >2'-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'-0" >4'-0" - 54" 16" 16" #5 BARS CONT. & #5 18" O.C. TRANSV. 1162# 2'-8" BRG M14 SECTION SHOWER M15 S.G.D. DETAIL ..�..� SCALE: 1/2" = T-0" SCALE: 1/2" = T-0.. � v N. W PVC OR SCH40 LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF W PLUMBING LINE TOP (2) #5's x 4'-0" SLEEVE MECH. OR APP. WHEN REQUIRED ♦^ TOP (2) #5's x 4'-0" CENETERED @ PIPE PLUMBING LINE v♦^•/ CENETERED @ PIPE PVC OR SCH40 PENETRATION CD PENETRATION SLEEVE � � n � Z W « d.'a .d 4" DIA. CONCRETE d —f T77N =LII! . ' FILLED SCH40 STEEL U III, to ? . 'd, PIPE. p SEE FND. PLN. q FOR SIZE &REINF. TOP OF SLAB 0 SEE FND. PLN. FOR SIZE & PIPE PERPENDICULAR TO FND. W REINF. 4 ?FC _ AL T H R U FND. TOP(2)#5's x 4'-0" PVC OR SCH40 LO PIPE VERTICAL CENETERED @PIPE SLEEVE U Li. Q PENETRATION PLUMBING LINE 4 z « 4 ° ° 14" MIN. DIAMETER CONCRETE FOOTING a. J m Wil.._� ' •° . a � ! � :---�! ISI I � %' � 1 I_I I 1-=_1 a: a d a g.. '. I--1 I II � l I IW Q 1"o I- ' PROTECTION Q M23 TYP. FND. PENETRATIONS rFM24�BARRIER DETAIL T SCALE: 3/4" = 1'-0 a i SEE FND. PLN. SCALE: 3/4 =1' - 9' Z FOR SIZE &REINF. IV 114 I t: SEE FOUNDATION PLAN 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL FOR F.C. SPACING SEE CHART ABOVE FOR INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM ABOVE SLAB LEVEL STEMWALL F.C. SPACING SPACING STATED IN SCHEDULE EXTERIOR SHORING BY (1) #5 CONT. TIED TO EA. 2, W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND CONTRACTOR AS REQ'D VERTICAL REINF. BAR WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND WHEN STEM WALL IS7 #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO OVER 4'-0" TALLTIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM .1 z I " 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO );.. CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK L �� STEM FILLING IS TAKING PLACE G ADE #4 TURN BAR @ WALLS GREATER THAN 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" s 4'-0" O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0 oC W.W.M. TO BE TIED TO TALL (TYPICAL ALL CORNERS) W 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS > #5 CONT. REBAR TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE. U COMPACTED CLEAN FILL 7 ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. ih b IN MAX 12" LIFTS $_ R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. STEM WALL FOOTING SCHEDULE V i a a LY] W J l �i F 1 I 0 � G { SANFORD 1 J W I 1 5 8 31 = title: p I S t I 1 project no. 2015219 checked: AB/EA/MC Idrawn: date: 04-02-15 o IN scale: e 0 j )CIL J U The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. 1 I o jlj— M ; MUDDED FLOOR SLOPED TO DRAIN , s • " .a p %" EXPANSION o Z� � o 2 STORY: 207-7201" 20" w/ 3 #5 CONT. JOINT SEE FM01 @ 1 STORY U El te oaor>asQannnta 16" (2) #5 REBAR OR FM08 @ 2 STORY BRG M14 SECTION SHOWER M15 S.G.D. DETAIL ..�..� SCALE: 1/2" = T-0" SCALE: 1/2" = T-0.. � v N. W PVC OR SCH40 LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF W PLUMBING LINE TOP (2) #5's x 4'-0" SLEEVE MECH. OR APP. WHEN REQUIRED ♦^ TOP (2) #5's x 4'-0" CENETERED @ PIPE PLUMBING LINE v♦^•/ CENETERED @ PIPE PVC OR SCH40 PENETRATION CD PENETRATION SLEEVE � � n � Z W « d.'a .d 4" DIA. CONCRETE d —f T77N =LII! . ' FILLED SCH40 STEEL U III, to ? . 'd, PIPE. p SEE FND. PLN. q FOR SIZE &REINF. TOP OF SLAB 0 SEE FND. PLN. FOR SIZE & PIPE PERPENDICULAR TO FND. W REINF. 4 ?FC _ AL T H R U FND. TOP(2)#5's x 4'-0" PVC OR SCH40 LO PIPE VERTICAL CENETERED @PIPE SLEEVE U Li. Q PENETRATION PLUMBING LINE 4 z « 4 ° ° 14" MIN. DIAMETER CONCRETE FOOTING a. J m Wil.._� ' •° . a � ! � :---�! ISI I � %' � 1 I_I I 1-=_1 a: a d a g.. '. I--1 I II � l I IW Q 1"o I- ' PROTECTION Q M23 TYP. FND. PENETRATIONS rFM24�BARRIER DETAIL T SCALE: 3/4" = 1'-0 a i SEE FND. PLN. SCALE: 3/4 =1' - 9' Z FOR SIZE &REINF. IV 114 I t: SEE FOUNDATION PLAN 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL FOR F.C. SPACING SEE CHART ABOVE FOR INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM ABOVE SLAB LEVEL STEMWALL F.C. SPACING SPACING STATED IN SCHEDULE EXTERIOR SHORING BY (1) #5 CONT. TIED TO EA. 2, W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND CONTRACTOR AS REQ'D VERTICAL REINF. BAR WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND WHEN STEM WALL IS7 #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO OVER 4'-0" TALLTIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM .1 z I " 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO );.. CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK L �� STEM FILLING IS TAKING PLACE G ADE #4 TURN BAR @ WALLS GREATER THAN 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" s 4'-0" O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0 oC W.W.M. TO BE TIED TO TALL (TYPICAL ALL CORNERS) W 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS > #5 CONT. REBAR TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE. U COMPACTED CLEAN FILL 7 ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. ih b IN MAX 12" LIFTS $_ R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. STEM WALL FOOTING SCHEDULE V i a a LY] W J l �i F 1 I 0 � G { SANFORD 1 J W I 1 5 8 31 = title: p I S t I 1 project no. 2015219 checked: AB/EA/MC Idrawn: date: 04-02-15 o IN scale: e 0 j )CIL J U The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. 1 I MASTER �M00N00 8 ,y t� C4 O' co�GGoocNo`a I * rill v p r"` N I ROOF PROVIDE 2X4 MIN. BLOCKING AT " ? c CL SHEATHING q OF HIIP/RIDGE TYP.BETWEEN TRUSSES CLIP EACH TRUSScon ca m W/ (2)12D NAILS EACH END TO (SEE ROOF PLAN OVERLAP TRUSS BRACING pVgN TRUSS TOP CHORD AT LEAST ONE TRUSS SPACE FOR TYPE) Styr MINIMUM 2"x4" *DIAGONAL SPACED PRE-ENGINEERED . �( CROSSBRACING AT 20'-0" O.C. MAX �,P WOOD TRUSSES 6" OVERLAP FRAME OUT TO; (SEE PLAN FOR BLOCKING MIN 2X4 BLOCKING BLOCK EDG LOCATION) BETWEEN TRUSSES (2) 2x #2 SYPH,.:. A TRUSS 116 SECT. A -A .SEE PLAN FOR G.T. EXTERIOR SHEATHING BEAM SIZE I ADD MIN 2X4 ALONGSIDE ATTACHED PER NAILING TOP CHORD WHEN REQ'D SCHEDULE TB13 TO PREVENT PLYWOOD JACK A SPF SPAN FROM EXCEEDING USS IP (3)12d MINIMUM (2)16d AT 16" O.C. " G.T "r MAX 24" SPAN (EITHER PER JOINT MINIMUM 2x4 SPF OR PER JOINT CONTINUOUS LATERAL BRACING- NAIL OVER X -BRACE AS SHOWN- SIDE OR BOTH IF REQ'D ) * SPACED AT 15'-0" MAX SYP TRUSS BRACING INSTALL R X-BKG. AT TRUSS WEBS 2 12d NAILS BUILDER FRAME a RADIUS r O � FOR NAILING—X-BRACING - 2x4 SPF OR SYP AT 12" O.C. MAX AS REQUIRED CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. w/ 2-16d @ EACH TRUSS WEB J' TRUSS BRACING rTB�0�1CROSS BRACING DETAIL(TYP.)(TI302 CROSS BRACING DETAIL(TYP.) KT*B03 HIP/RIDGE BLOCKING DETAIL TB04 OVERLAP DETAIL TYP. F14 KNEEWALL @ ENTRY FRONT WALL SCALE: 1/2"1 SCALE: 1/2" = VI SCALE: 1/2" = VI SCALE: 1/2"= V-0" SCALE: 1/2"=1'-0 �-I 20'-0" MAX 20'-0" MAX DROP GABLE END TRUSS & 2x OUT " B03 LOOK RAFTERS FOR O.H. GREATER DROP GABLE END TRUSS & 2x OUT G.C. TO PROVIDE mmmmmmm BLOCKING TO COMPLY W/ APA RECOMENDATIONS FOR SPAN RATING OF 7/16" OSB. **ALTERNATE SPAN RATED 32/16 PLYWOOD MAY BE USED. (32/16 IS THE SPAN RATING. THE PLYWOOD THICKNESS IS 15/2') IF 15/2" IS USED THEN THE ALTERNATE BLOCKING IS w NOT REQUIRED AT HIP IL SECTIONS = NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINGEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. 04 mmmmmmm !Il�l��lillll���i� ; llllllllllll��lllll� O (7 THAN 12 . ATTACH 2 x OUT LOOKER @ LOOK RAFTERS FOR O.H. GREATER z z SEE STRUCTURAL NOTES AND 24" O.C.TO TRUSS WITH MTS12 OR H2.5 THAN 12". ATTACH 2 x OUT LOOKER @ a L) NAILING SCHEDULE FOR FOR O.H. 12" AND UNDER -SPACE 24" O.C.TO TRUSS WITH MTS12 OR H2.5 SHEATHING DETAILS OUTLOOKER BLOCKS @ 24" O.C. NO SEE STRUCTURAL FOR O.H. 12" AND UNDER -SPACE z S �$ o r fA m n ��a Q "R4lf � STRAPS REQUIRED. NOTES AND NAILING OUTLOOKER BLOCKS @ 24" O.C. NO n }d z ' r. J SCHEDULE FOR STRAPS REQUIRED. _ ` �� O F4`, �4 . vo 8d NAILS AT 4" O.C./—SHEATHING STRUCTURAL -- c4 "- -"'� �• a SHEATHING DETAILS ��. va 15.. STRUCTURAL 0 "9 .. �6�L � ; k 2x4 SPF BLOCKING PANEL 32 OR /6 2x4 SPF BLOCKING @PANEL 8d NAILS AT 4 O.C. 7 w o p �`' ,�.. X @ SHEATHING OR X w a EDGES w/ (2) 16d NAILS EA. END MIN. w/ 8d NAILS 3" s2 a.O @ EDGES w/ (2) 16d NAILS EA. END 0 p „- v IU TO TRUSS. NAIL SHEATHING O.C. EDGE & 6" O.C. MIN. w/ 8d NAILS @ 3" n z S� w _rH TO TRUSS. NAIL SHEATHING @ !'�1 o v�� `� , @ FIELD 4" O.C. STAGGERED w/ 8d O.C. EDGE & 6 O.C. , 4 v 4 O.C. STAGGERED w/ 8d ` 2x4 L BRACE FOR GABLES FIELD - ^ ., �C ' z % \ (MIN 1ST 4 BAYS) r6 ti 0 ¢ .; (MIN 1ST 4 BAYS) T-0" TO 5'-11' TALL. 2x6 L 2x4 L BRACE FOR GABLES _ 0 ^� / BRACE FOR GABLES 6'-0" S-0" TO 5'-11' TALL. 2x6 L C �c� ��` ,�� w w 2x4 PF - - s / AND TALLER. ATTACH L S CROSS BRACE BRACE FOR GABLES 6 0 �t ! 8 �� 4 2x4 SPF CROSS BRACE APPROX. 8" FROM RIDGE 0 z ��a"/fel'+wtw" � BRACE W/ 10d NAILS AT 4 � \ AND TALLER. ATTACH L o ��.� 8� � APPROX. 8 FROM RIDGE O.C. HEN 48 O.C. AFTER. NAIL BRACE W/ 10d NAILS AT 4 vj THEN 48'" O.C. AFTER. NAILw/ (3) 10d @ EACH END & @ \ O.C. 0 w/ (3) 10d @ EACH END & @ \ GABLE TRUSS o GABLE TRUSSO�o�"�'"" o \ NAIL TOP OF "T" TO CROSSING AT 45 ANGLE. CROSSING AT 45 ANGLE. (NOT REQ'D WHEN GABLE IS NAIL TOP OF "T" TO o GABLE TRUSS w/ 2 (NOT REQ'D WHEN GABLE IS / O 4'-1" OR SHORTER) GABLE TRUSS W/ (2)-12d a 4'-1" OR SHORTER) 12d & (1) SIMPSON H8 & (1) SIMPSON H8 W/ (10) d w/ (10) 10d x 1 Y2" CONT. 2x4 SPF SPANNING (4) \ 10d X 1 2" NAILS CONT. 2x4 SPF SPANNING (4) NAIL GABLE TRUSS TO TRUSS BAYS (8 FT) NAILED TRUSS BAYS (8 FT) NAILED TOP PLATE w/ 16d TO 2x4 BLOCKING @ 4" O.C. O TO 2x4 BLOCKING @ 4" O.C. NAILS @ 4" O.C. W/ BOLT W/ 12d & ((MIND O4 BCHORD SIMPSON HGA10 @ 48" O.C.UJ z z W/ 12d & (2) 12d TO CHORD 2x8 P.T. PLATE w/ (8) 4 x 1 2 SDS WOOD U (MIN 1ST 4 BAYS) @ 48" O.C. MIN 2x4 SPF BLOCKING SCREWS GABLE END TO -+---4 BAYS BETWEEN TRUSSES d g 2x4 SPF BLOCKING KNOCK OUT COURSE @ TOPPLATE/BEAM FRAME WALL OR BEAM CIO m 48" O.C. MAX 5 I 4 L1.1 BAYS v) BETWEEN TRUSSES @ MASONRY WALL BELOW SEE PLAN � 48" O.C. MAX 3 TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR (GE01�GABLE END BRACING I05 V) LL GABLE END BRACING FIRST (4) ROWS OF TRUSSES SEE GABLE END DETAILS FOR MORE INFO = W SCALE. 1/2 1 0 SCALE: 1/2° r -o^ Z TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN -� z O SCALE: 1/8.. = V-10' � O 00 (2)- 2x TOP PLATE C Q MIN. 7/16" STRUCTURAL I OR B BEYONDQ 15/32" OSB/CDX SHEATHING MIN. 7/16" STRUCTURAL I n TRUSS NOTES: OR 15132"OSB/CDX 4 FT. O D (,7 O 1 WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER SHEATHING F SOLID 2x y �1 z BLOCKING @ALL SHEATHING 0 BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST I LU LU 4 FT. o COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD --- a 1O n/ i 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 0 LO 'ia L"L o J U CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A C Q _ LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. D C SECTION X -X) 0 ? N I 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING BLOCKING AS PROVIDE OPENING w z 5 FT. 4 FT. 1Q U2 MM SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0 O.C. MAXIMUM. REQUIRED PER w = 5 FT. 4 FT. 2U W 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. SECTION X -X IF C12- p `¢ T LO 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED NOT FULL © O I� L9 m DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. HEIGHT SHEET C x E J o O 1 1 `✓ 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP.w o w z I` TRUSS BLOCKING DETAILS 2x STUDS = w O 4 FT. BEYOND. U)=i Q o O ® a TYP. HAND FRAMING ABOVE TRUSS SEE PLAN o p c m � Z 4 FT. Q 4 FT. 3 2X4 STUDS & PLATES AT 2'-0" O.C. EACH O I DIRECTION TYP. U.N.O. m Z N w 11 O~ G FLOOR SYST _ coNv. FRAMED RIDGE MAY � �. ROOF NAILING ZONE DIAGRAM a BE NAILED w/ MIN. (4)12d 2x8 BLKING. NAILED @EACH VERTICAL SCAB 2 x #2 SPF WHEN IT LANDS NEXT TO SIDE w/ (3)12d NAILS WHEN 48" O.C. W/ (4)10d TOP & PLYWOOD W LL SHEATHING 2x4 P.T. BASE W I PRE -ENG. TRUSS REQUIRED w/ (2) MTS12'S BOTTOM OR H5 OR HCLR/LL IN A 2x RIBBON PLATE BEYOND PLACE OF (4)10d TRU S OR VERTICAL HORIZONTAL SEE PLAN COLLAR TIE EVERY 3rd BLOCKING WALL ELEVATION DIAGRAM LO ALL PANEL BLOCKING � 1U�L /4/N I RAFTER BETWEEN FLOOR „- SPFTUONSMIN2X4#2 ROOF NAILING SCHEDULE: SA�yg C O SEE SYSTEM SPF TURNED VERTICAL W/ 2X4 SPF W/ 2 #7X3-1/2" 3/8° S - NAIL 318 7/16" FLITCH PLATE TO W/ CSD WOOD SCREW EACH TRUSS SE TION SPACING (2)12d TOENAILS EA. END, NAILING ZONE (SHINGLE AND TILE °F,, ` TB OR H5 @ 48" O.C. OR MTS12 / B ° ° NAIL FLITCH PLATE TO ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD V DB-<, SEE PLAN 7�DOUBLETOP 1/2" LSTA12 TO TRUSS BELOW 112" VERTICAL W/ (4) 8d NAILS. ZONE 2: 8d RING SHANK NAILS @ 6" " O.C. ON EDGE AND 6 O.0 IN FIELD PRE -ENG. TRUSS BEVEL CUTS PLATE S 3/4' S -15 F 11 0 CONT- ROOF SHEATHING AT TRUSS TOP (OPTIONAL) 2x STUD WALL ZONE 3 8d RING SHANK NAILS @ e O.C. ON EDGE AND 6" O.0 IN FIELD CHORD AT ALL HAND FRAMED AREAS TYP. SEE PLAN ° ° ° ° ° ° ?� title: 2x4 AS SHOWN S17 (NOTE: IF 518" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK DIAGONAL 3 TO 4 TRUSS ALTERNATE 1/2" (2) 8d NAILS @ NAILS) 0 2x8 #2 SYP RIDGE BEAM SPACES SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING VERTICAL BLOCKING NOTE: AT 8'-0" WOOD DIRECTION 3" O.C. MAX TRUSS, 2x6 RAFTERS @ 2'1 TRUS STAGGERED MAX. w/ (3)10d COMMON NAIL AT BASE 2 ROWS @ 3" O{.C. W/8d COMMON NAIL ROOF SHEATHING: (APA RATED EXPOSURE 1)1/2" PLYWOOD _ SECTION M " TOENAILS TO RIDE BEAM (TILE) OR 7/16 OSB MIN. (SHINGLES) SPAN RATED 24/16 1 project n o. 2015219 CONC. MASONRY TRU (2)-12d NAILS © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL 0 checked: AB/EA/MC 2X4 CONT. AT STEEL OR WOOD TO EA. TRUSS SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY ATTACH C T & B CHORD BEARING SUPPORTO NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO 0 drawn: DOUBLE O D NAIL INT. AT 6" O.C. W/8d COMMON NAIL STUD AND OR BLOCKING AT ALL EDGES. r,A-A ALTERNATE BLOCKING TOP PLATE c DETAIL @ INTERIOR BEARING SECTION B -B date: 04-02-� 5 O STAGGER ALL VERT. JOINTS &NAIL @ 4 O.C. W/8d COMMON NAIL N scale: �F PLYWOOD SPLICES @HEADER - NAIL SHEATHING TO HEADER OO I TB06 BLOCKING / CONV. FRAME DETAILS W/8dCOMMON NAILS @4"O.C. @G (2)8dNAILS@3"O.C. TO EACH TRUSS END OR@VERTICAL(!RWALL SHEATHING INSTALL &NAILING SCHED MEMBER IF GABLE END SCALE: N.T.S. SCALE: 3/4"=1'-0.. } i NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" d D2 0 U � d The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. p 1 441 I II'9 II16 11 641 I ,v 1611-11.1 1 1 , I lill'IIL!Id1 r __ MASTER LINTEL (SEE PLAN) py " 7/16" O.S.B. �EA. SIDE r2X BLK'G, TO O.S.B. W/2 -8d EA. END EDGE VIEW UWoJ CO3 oE 00tS V �M0) J M■ (n L�. OND pip 'a MEN �■ M■ SEE TRUSS PLAN w -0 0 WHEN REQ'D RECESSED NOTE: MAY CUT BACK 2x8 PRE LINTEL FOR CONNECTION 2"x TOP PLATE 1/4" MIN. SPACE o .c •� c a vs -CAST P.T. @ TOP TO ALLOW CONT. MASONRY WALL SE 2x4 BLOCKING AROUND CURVE. PLAN MIN. 2 TITEN ANCHORS TO 2x8 SEE WF09 FOR ADDITIONAL (3) 16d COMMON HEADER INFO NAILS(TYP) I STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE TB13/D2 FRAME OUT TO BLOCK EDGE LINTEL (SEE PLAN) py " 7/16" O.S.B. �EA. SIDE r2X BLK'G, TO O.S.B. W/2 -8d EA. END EDGE VIEW HEADER VARIESW/ (SEE PLAN) ROOF SLOPE 2 x 4 #2 SPF KNEEWALL WITH'i' �—LOCATION --*' HEADER STUDS @ 16" O.C. W/S WOOD WALL OR STRUCTURAL SHEATHING ON 7/16" O.S.B. TRUSS. SEE PLAN 2X4 CONT. W/ (2)16d BOTH SIDE FROM TOP OF WALL 2"x STUD @��fa' EA. SIDE 7/16" OSB W/ 6d COMMONS NAILS TO BOTTOM OF BEAM ATTACHED 24 O.C. MAX. NAILS @ 16" O.C. EACH STUD TYP. @ 16" PER NAILING SCHEDULE. 2X BLKG.(2) 2 x BEAM SEE TO O.S.B. TO SIDE & TOP NAILER f O.C. MAX TO WALL OR PLAN FOR SIZE AND^ W/ 2 - 8d 2x W/ (2) 16d 24" O.C. TO TRUSS CONNECTIONS EA. END TOE NAILS EACH � END TYP. BUILDER FRAME RADIUS 2"x P.T. PLATE � EDGE VIEW 2x4 SPF CONTINUOUS AS REQUIRED BLOCKING ATTACHED TO 7/16" OSB W/ (2) 8d 2x BUILD -OUT BEYOND NAILS. SEE DETAIL ABOVE TRUSS OR ROOF SYSTEM T-0" MAX WINDOW ORDOOR OPN'G WINDOW OR ,p DOOR OPN G o i+ F01 DET. @ ARCH WINDOW FRAMING F02 DET. ARCH WINDOW FRAMING LD02 SHEAR TRANSFER EXT. WALL rWF38 KNEEWALL ENTRY FRONT WALLTYPICAL INTERIOR �y$ SCALE: 3/16" =1'-0" _ SCALE: 3/4"= 1'-0" SCALE: 1 /2"=1'-O"16F"148�NON-BEARING h # U SCALE: 1/2 -1-0SCALE: 3/4"=1141 _ � ,a•°���� B L ATTACHMENT REQUIREMENT _ SIZE TAPCONS SPACING #ROWS c � h o AI 2 x 4 3/16"X 3" 12" O.C. 1 1 i' NOTE: CONTRACTOR TO NAIL 1st STRUCTURAL M S rr �C1 Ilsfttt// r 2 x 6 3/16" X 3" 12" O.C. 2 KING STUD INTO HEADER PER SHEATHING 11 1� c " HEADER SCHEDULE THEN ATTACHED z a� .F 2 x 8 3/16 X 3 12 O.C. 2 a, go ADDITIONAL KINGS AS REQUIRED 0 0,9, 2x CRIPPLES @ 16"o.c. W/ CLIP EACH TRUSS (SEE S F = y �, Go ROOF PLAN FOR TYPE) MIN. 2 X 6 #2 SYP P.T. W/ 1/2" J BOLT W/ W8 El NOTE: TAPCONS TO BE 6" FROM ENDS SIMPSON SP2 TYP. TOP -- SEE SCHEDULE H � SIMPSON BPS1/2-3 WASHER OR EQUIVALENT Ct W � 3'�,�� FASTENING OF WINDOW TO BUCK RESPONSIBILITY AND BOTTOM IF HEADER OF WINDOW MANUFACTURER. IS NOT FLUSH AGAINST FRAME OUT TO " " 2 -ROWS 12d NAILS BLOCK EDGE AS W/ CUT WASHER @ 32 O.C. (MIN 6 � c $ � 0o go TOP PLATE • REQD ) v g _ * WHEN STUD LENGTH IS ACE OR XROWS 12d NAILS EMBEDMENT - N � ^ 0 r� \, 1" 2 LESS THAN 12 USE STAGGERED @ 12 O/C FOR 2 2x TOP FRAMER TO PROVIDE SECTION A -A IS REQUIRED FOR 0 ,,, N C> 1 1 �• LSTA30 STRAPS AT EACH 2"x10" OR GREATER HEADER () STUD WRAPPED OVER PLATE SLOT FOR EMBEDDED PLANS IN ST JOHN COUNTY THAT o ; TOP PLATE & NAILED TO IF OPENING IS REQ'D INSTALL STRAP TO SLIDE THRU HAVE A SECOND FLOOR/BONUS 0 13 Rt 8 xIBvP` §1111MIM EXTERIOR SHEATING 2 2x6#2 SYP HEADER MAX AND BE NAILED TO TRUSS ROOM FOR REQUIRED SILL PLATE. p '� g Q HEADER EACH SIDE W/ 11 ( ) -10d NAILS ATTACHED PER NAILING SPAN 5FT AND FOLLOW - d DOUBLE 2x#2 S.Y.P. HEADER W/ 1@" SCHEDULE FROM TOP OF SH01/D4 FOR MORE INFO W PRECAST KNEEWALL TO BOTTOM LINTEL FLITCH PLATE HEADER. (U.N.O.) SEE OTHERWISE SP2 CLIPS AT TOP SEE WF42/D5 IF LOW HEADER SCHEDULE FOR G UJ ATTACH JAMB AND SP1 CLIPS AT BASE ARE TRUSSES BRIG. ON MASONRY (2) 2X P.T. STUDS PER CONNECTION INFORMATION REQUIRED. WALL. > BUCKS W/ WF37/D3 A -A WOOD TRUSSES PRE-ENGINEERED TION 1/2" O.S.B. FILLING AND BLOCKING AS 2 x #2 SYP P.T. SEC • BETWEEN DOUBLE 2x REQUIRED FASTENED TO MIN 2 x 4 #2 SPF BATT OR BLOWN (2) 2 x 4 LAMINATIONS W/ (1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) CRIPPLE STUD HEADER W/(2) ROWS OF TOP KNOCK AT 16" O.C. INSULATION MIN. R-30 0� ♦^ ROW OF STAGGERED 10d ROINS OF STAGGERED 16d ROWS OF STAGGERED 16d TYPICAL (U.N.O.) 12d @ 16" O/C UNLESS OUT COURSE SEE PLAN V, NOTED OTHERWISE ' TRUSS ANCHOR (SEE PLAN) UJ 1 COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS FIBERGLASS SHINGLES UJ (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) � (D 0.162", L= 3-1/2") OR EQUAL (D = 0.162", L= 3-1/2") OR EQUAL kI 2x STUDS TYP.L1. 1/2"X8" ANCHOR OR TILE ROOF. VERIFY NOTES: Y" THREADED ROD EACH SIDE OF BOLT OR TITEN HD w/ ELEVATIONS W HEADER (CENTERED wAn TOP PLATE OR 32" O.C. & 6" ROOFING FELT 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4 -PLY, PROVIDE 1/4"DIA. x 51/2" @ 3 v J 6" FROM JAMS STUDS) W/ MIN 6" FROM EA. END eC OPPOSITE SIDES OF THE COLUMN. LAG SCREWS OR EQUAL (SPACE AS APA RATED STRUCTURAL EMBEDMENT INTO FOUNDATION SEE . . . . . . . . . . . _ 0U. FASTEN PT 2X NAILER SHOWN FOR 3 -PLY) OpF��OOR BRIG WALL SCHEDULE FOR MORE INFO CMU WALL SHEATHING (SEE STIR. NOTES. � V,r FA MASONRY 2) ALL NAILS PENETRATE AT LEAST 3/4" OF ** HOLD DOWN CONNECTIONS MC FASTENED TO TRUSSES PER Z W 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 NOT REQUIRED @BEARING CEILING BOARD ROOF NAILING SCHEDULE) J USE UB x 2X N ILER IS U SEE USE UB x 2X N ILER IS U SEE ADDITIONAL INFO. WALLS WITHOUT UPLIFT P.T. BOT. PLATE 2x BEARING PLATE IS ONLY 0 1 OTHER NOTE FOR SPACING fiF21 KNEEWALL ENTRY REQUIRED FOR PLANS IN ST METAL DRIP EDGE d Z OTHER NOTE FOR SPACING JOHN COUNTY THAT HAVE A2x6 SUB FASCIA w/ ALUM 0 0 1 REQUIXST'Il F09 WALL HEADER DETAIL SCALE: 1/2" = r -a' SECOND FLOOR/BONUS ROOM - WRAP F Q 2X�/ p q F3 STANDARD NAILING FOR BUILT UP COLS. SEE SECTION A -A FOR CONT. VENTED ALUM. 'q BUCK DETAIL REQUIRED SILL PLATE. SOFFIT „ _ „ SCALE: 3/4" =,�-o° SCALE: 1/2" =1'-0" T SCALE: 1/2 -1-0 O n rn /4 P.T. NAILER K.O. COARSE w/ 1 #5 CONT: %2' DRYWALL w/ 3000 PSI CONCRETE V CURTAIN NAILER 1x4 P.T. @ PRECAST "U" LINTEL 0 1 WINDOWS 1x8 P.T. @ S.G.D. (SEE LINTEL PLAN FOR � C � L SIMPSON HUC410 MORE INFO) c DOUBLE 2x4 BUCKET SEE ROOF FILLED CEL - 9 0 PROVIDE 2x4 ON TOP TOP PLATE PLAN FOR MORE INFO PSI CONC. ALL 1 LOCATIONS SHOWN 00 = ♦ , MARBLE STOOL W O CV V OF 2x8 TO BLOCK OUT 2 ROWS 10d @ SEE ROOF PLAN SEE STRUCTURAL NOTES AND ON FOUNDATION &FLOOR PLANS TOP PLATE ATTACH w/ 3" O.C. FOR BEAM SIZE & —� 2 10d NAILS O.C. CONNECTION INFO NAILING SCHEDULE FOR (4)12d NAILS 1x2 P.T. FURRING m O SHEATHING DETAILS EA. END ALUMINUM WINDOW SEE W (SOLID BLOCK w/ 2x6) ARCH. LO M�R-VALUE PER ENERGY T 1 �h 2x4 STUDS i►i SEE FLOOR PLAN FOR SEE FLOOR PLAN FOR 1/2" OSB FLITCH PLATE REQ'D Co COLUMN SIZE & BASE COLUMN SIZE & BASE ONLY WHEN INDICATED ON CALCULATION FOIL INSUL PER PLAN TOP SPLICE CONNECTION INFO CONNECTION INFO BEAM SCHEDULE/PLAN ON EXT. BLOCK WALL PRECAST CONCRETE FLUSH SILL T 2x4 BEYOND OPTION A 1/2" OSB FLITCH PLATE REQ'D OPTION B8x8x16 CONCRETE BLOCK Z J� AGAINST 2x8 DOUBLE 2x8 ONLY WHEN INDICATED ON 1x4 P.T. BASE NAILER STUDS TOP PLATE BEAM SCHEDULE/PLAN WOOD BASE ELEVATIONSOR j AT ALL EXTERIOR CONDITIONS CONC. SLAB (SEE FND. PLAN FTG. DOWEL #5 DIA. REBAR 7" IN U 2x8 STUDS FOOTING. EXTEND 25" (ACI 530) ATTACH 2X STUDS TO TOP PLATE W/ (4) PER PLAN A COM MON BM. TO POST ATTACHMENT 2X4 SPF BLOCKING FOR MORE INFO) ABOVE SLAB. ALL LOCATIONS m 16d NAILS (2 ON EA. SIDE) TYP 48 O.C. MAX.w/ (SIM. w/ 2x6 @ 2X4 BRACE@ 4'-0" SHOW ON FOUNDATION PLAN STUDS) 2x4 w/ 2 ROWS OF SCALE: 3/4"=1'-0" O ON CENTER 2 16d END NAILS T/SLAB F.F. a 10d NAILS @ 3" O.C. EACH END ��'� TOP PLATE TRANSITION = T_- = 00 GRADE i 1.J1 I �_ I I I I__I !A PIPE OR DUCT w/ PENETRATION THRU p` A _ TOP PLATE w/ MORE _ SEE PLAN FOR =1 I I I I Ii ; III n I �" —=_w �I ii_L IiIIII�mm.. '!{i(IIIlIIII�i-hili-- c THAN 50% OF TOP SEE ROOF PLAN TOP ofBEAM _ PLATE WIDTH INSTALL FOR BEAM SIZE & _ -='" _ i �__ -' III—III--- SANF.aRD i SIMPSON PSPN516Z DOUBLE 10d CONNECTION INFO. _ 8 w/ (12) 16d NAILS TYP. TOP SPLICE TOP & BOTT. _ . . ry - TRUSSES � 2 ROWS 10d 5 @ 3" O.C. ,, . 48+ SEE FLOOR PLAN FOR 4 . = title: MSH, COLUMN SIZE &BASE SEE FOUNDATION C BOTTOM SPLICE CONNECTION INFO = PLAN/D1 FOR STEM/MONO AT ALL EXTERIOR CONDITIONS OVER STUD 1/2" GAP SIMPSON HGMA 10 @ 4'-0° FOUNDATION INFO ATTACH 2X STUDS TO TOP PLATE W/(4) O.C. MAX. OR SIMPSON S01 TYP. WALL SECTION CONC. BLOCK 16d NAILS (2 ON EA. SIDE) TYP HETA16/p @ 4'-0" 0-C 0 project no. 2015219 NOTE:EXTERIOR INTERIOR SCALE: 3/4 = checked: AB/EA/MC PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL SEE FOUNDATION drawn PLAN FOR MORE INFO 8" C.M.U. SEE date. 04-02-15 fiFl TOP PLATE SPLICE DETAIL , ' PLAN FOR REINF. N scale: SCALE: 3/4.. _ V-10" O CD11 COMMON BM. ATTACHMENT TB14 NON-BRG. EXT. CMU WALL SCALE: 3/4"=1'-0"0 SCALE: 1/2" =1'-0" a 0 D3 c,) The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. r I I hilllll P!I NAILS EACH ENDlk',`IA �ION TO SIDE & TOP NAILER 2x4 SPF CONTINUOUS BLOCKING ATTACHED NAILS. SEE DETAIL ABOVE _ M■ MEN �■ M■ HEADER VARIESW/ (SEE PLAN) ROOF SLOPE 2 x 4 #2 SPF KNEEWALL WITH'i' �—LOCATION --*' HEADER STUDS @ 16" O.C. W/S WOOD WALL OR STRUCTURAL SHEATHING ON 7/16" O.S.B. TRUSS. SEE PLAN 2X4 CONT. W/ (2)16d BOTH SIDE FROM TOP OF WALL 2"x STUD @��fa' EA. SIDE 7/16" OSB W/ 6d COMMONS NAILS TO BOTTOM OF BEAM ATTACHED 24 O.C. MAX. NAILS @ 16" O.C. EACH STUD TYP. @ 16" PER NAILING SCHEDULE. 2X BLKG.(2) 2 x BEAM SEE TO O.S.B. TO SIDE & TOP NAILER f O.C. MAX TO WALL OR PLAN FOR SIZE AND^ W/ 2 - 8d 2x W/ (2) 16d 24" O.C. TO TRUSS CONNECTIONS EA. END TOE NAILS EACH � END TYP. BUILDER FRAME RADIUS 2"x P.T. PLATE � EDGE VIEW 2x4 SPF CONTINUOUS AS REQUIRED BLOCKING ATTACHED TO 7/16" OSB W/ (2) 8d 2x BUILD -OUT BEYOND NAILS. SEE DETAIL ABOVE TRUSS OR ROOF SYSTEM T-0" MAX WINDOW ORDOOR OPN'G WINDOW OR ,p DOOR OPN G o i+ F01 DET. @ ARCH WINDOW FRAMING F02 DET. ARCH WINDOW FRAMING LD02 SHEAR TRANSFER EXT. WALL rWF38 KNEEWALL ENTRY FRONT WALLTYPICAL INTERIOR �y$ SCALE: 3/16" =1'-0" _ SCALE: 3/4"= 1'-0" SCALE: 1 /2"=1'-O"16F"148�NON-BEARING h # U SCALE: 1/2 -1-0SCALE: 3/4"=1141 _ � ,a•°���� B L ATTACHMENT REQUIREMENT _ SIZE TAPCONS SPACING #ROWS c � h o AI 2 x 4 3/16"X 3" 12" O.C. 1 1 i' NOTE: CONTRACTOR TO NAIL 1st STRUCTURAL M S rr �C1 Ilsfttt// r 2 x 6 3/16" X 3" 12" O.C. 2 KING STUD INTO HEADER PER SHEATHING 11 1� c " HEADER SCHEDULE THEN ATTACHED z a� .F 2 x 8 3/16 X 3 12 O.C. 2 a, go ADDITIONAL KINGS AS REQUIRED 0 0,9, 2x CRIPPLES @ 16"o.c. W/ CLIP EACH TRUSS (SEE S F = y �, Go ROOF PLAN FOR TYPE) MIN. 2 X 6 #2 SYP P.T. W/ 1/2" J BOLT W/ W8 El NOTE: TAPCONS TO BE 6" FROM ENDS SIMPSON SP2 TYP. TOP -- SEE SCHEDULE H � SIMPSON BPS1/2-3 WASHER OR EQUIVALENT Ct W � 3'�,�� FASTENING OF WINDOW TO BUCK RESPONSIBILITY AND BOTTOM IF HEADER OF WINDOW MANUFACTURER. IS NOT FLUSH AGAINST FRAME OUT TO " " 2 -ROWS 12d NAILS BLOCK EDGE AS W/ CUT WASHER @ 32 O.C. (MIN 6 � c $ � 0o go TOP PLATE • REQD ) v g _ * WHEN STUD LENGTH IS ACE OR XROWS 12d NAILS EMBEDMENT - N � ^ 0 r� \, 1" 2 LESS THAN 12 USE STAGGERED @ 12 O/C FOR 2 2x TOP FRAMER TO PROVIDE SECTION A -A IS REQUIRED FOR 0 ,,, N C> 1 1 �• LSTA30 STRAPS AT EACH 2"x10" OR GREATER HEADER () STUD WRAPPED OVER PLATE SLOT FOR EMBEDDED PLANS IN ST JOHN COUNTY THAT o ; TOP PLATE & NAILED TO IF OPENING IS REQ'D INSTALL STRAP TO SLIDE THRU HAVE A SECOND FLOOR/BONUS 0 13 Rt 8 xIBvP` §1111MIM EXTERIOR SHEATING 2 2x6#2 SYP HEADER MAX AND BE NAILED TO TRUSS ROOM FOR REQUIRED SILL PLATE. p '� g Q HEADER EACH SIDE W/ 11 ( ) -10d NAILS ATTACHED PER NAILING SPAN 5FT AND FOLLOW - d DOUBLE 2x#2 S.Y.P. HEADER W/ 1@" SCHEDULE FROM TOP OF SH01/D4 FOR MORE INFO W PRECAST KNEEWALL TO BOTTOM LINTEL FLITCH PLATE HEADER. (U.N.O.) SEE OTHERWISE SP2 CLIPS AT TOP SEE WF42/D5 IF LOW HEADER SCHEDULE FOR G UJ ATTACH JAMB AND SP1 CLIPS AT BASE ARE TRUSSES BRIG. ON MASONRY (2) 2X P.T. STUDS PER CONNECTION INFORMATION REQUIRED. WALL. > BUCKS W/ WF37/D3 A -A WOOD TRUSSES PRE-ENGINEERED TION 1/2" O.S.B. FILLING AND BLOCKING AS 2 x #2 SYP P.T. SEC • BETWEEN DOUBLE 2x REQUIRED FASTENED TO MIN 2 x 4 #2 SPF BATT OR BLOWN (2) 2 x 4 LAMINATIONS W/ (1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) CRIPPLE STUD HEADER W/(2) ROWS OF TOP KNOCK AT 16" O.C. INSULATION MIN. R-30 0� ♦^ ROW OF STAGGERED 10d ROINS OF STAGGERED 16d ROWS OF STAGGERED 16d TYPICAL (U.N.O.) 12d @ 16" O/C UNLESS OUT COURSE SEE PLAN V, NOTED OTHERWISE ' TRUSS ANCHOR (SEE PLAN) UJ 1 COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS FIBERGLASS SHINGLES UJ (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) � (D 0.162", L= 3-1/2") OR EQUAL (D = 0.162", L= 3-1/2") OR EQUAL kI 2x STUDS TYP.L1. 1/2"X8" ANCHOR OR TILE ROOF. VERIFY NOTES: Y" THREADED ROD EACH SIDE OF BOLT OR TITEN HD w/ ELEVATIONS W HEADER (CENTERED wAn TOP PLATE OR 32" O.C. & 6" ROOFING FELT 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4 -PLY, PROVIDE 1/4"DIA. x 51/2" @ 3 v J 6" FROM JAMS STUDS) W/ MIN 6" FROM EA. END eC OPPOSITE SIDES OF THE COLUMN. LAG SCREWS OR EQUAL (SPACE AS APA RATED STRUCTURAL EMBEDMENT INTO FOUNDATION SEE . . . . . . . . . . . _ 0U. FASTEN PT 2X NAILER SHOWN FOR 3 -PLY) OpF��OOR BRIG WALL SCHEDULE FOR MORE INFO CMU WALL SHEATHING (SEE STIR. NOTES. � V,r FA MASONRY 2) ALL NAILS PENETRATE AT LEAST 3/4" OF ** HOLD DOWN CONNECTIONS MC FASTENED TO TRUSSES PER Z W 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 NOT REQUIRED @BEARING CEILING BOARD ROOF NAILING SCHEDULE) J USE UB x 2X N ILER IS U SEE USE UB x 2X N ILER IS U SEE ADDITIONAL INFO. WALLS WITHOUT UPLIFT P.T. BOT. PLATE 2x BEARING PLATE IS ONLY 0 1 OTHER NOTE FOR SPACING fiF21 KNEEWALL ENTRY REQUIRED FOR PLANS IN ST METAL DRIP EDGE d Z OTHER NOTE FOR SPACING JOHN COUNTY THAT HAVE A2x6 SUB FASCIA w/ ALUM 0 0 1 REQUIXST'Il F09 WALL HEADER DETAIL SCALE: 1/2" = r -a' SECOND FLOOR/BONUS ROOM - WRAP F Q 2X�/ p q F3 STANDARD NAILING FOR BUILT UP COLS. SEE SECTION A -A FOR CONT. VENTED ALUM. 'q BUCK DETAIL REQUIRED SILL PLATE. SOFFIT „ _ „ SCALE: 3/4" =,�-o° SCALE: 1/2" =1'-0" T SCALE: 1/2 -1-0 O n rn /4 P.T. NAILER K.O. COARSE w/ 1 #5 CONT: %2' DRYWALL w/ 3000 PSI CONCRETE V CURTAIN NAILER 1x4 P.T. @ PRECAST "U" LINTEL 0 1 WINDOWS 1x8 P.T. @ S.G.D. (SEE LINTEL PLAN FOR � C � L SIMPSON HUC410 MORE INFO) c DOUBLE 2x4 BUCKET SEE ROOF FILLED CEL - 9 0 PROVIDE 2x4 ON TOP TOP PLATE PLAN FOR MORE INFO PSI CONC. ALL 1 LOCATIONS SHOWN 00 = ♦ , MARBLE STOOL W O CV V OF 2x8 TO BLOCK OUT 2 ROWS 10d @ SEE ROOF PLAN SEE STRUCTURAL NOTES AND ON FOUNDATION &FLOOR PLANS TOP PLATE ATTACH w/ 3" O.C. FOR BEAM SIZE & —� 2 10d NAILS O.C. CONNECTION INFO NAILING SCHEDULE FOR (4)12d NAILS 1x2 P.T. FURRING m O SHEATHING DETAILS EA. END ALUMINUM WINDOW SEE W (SOLID BLOCK w/ 2x6) ARCH. LO M�R-VALUE PER ENERGY T 1 �h 2x4 STUDS i►i SEE FLOOR PLAN FOR SEE FLOOR PLAN FOR 1/2" OSB FLITCH PLATE REQ'D Co COLUMN SIZE & BASE COLUMN SIZE & BASE ONLY WHEN INDICATED ON CALCULATION FOIL INSUL PER PLAN TOP SPLICE CONNECTION INFO CONNECTION INFO BEAM SCHEDULE/PLAN ON EXT. BLOCK WALL PRECAST CONCRETE FLUSH SILL T 2x4 BEYOND OPTION A 1/2" OSB FLITCH PLATE REQ'D OPTION B8x8x16 CONCRETE BLOCK Z J� AGAINST 2x8 DOUBLE 2x8 ONLY WHEN INDICATED ON 1x4 P.T. BASE NAILER STUDS TOP PLATE BEAM SCHEDULE/PLAN WOOD BASE ELEVATIONSOR j AT ALL EXTERIOR CONDITIONS CONC. SLAB (SEE FND. PLAN FTG. DOWEL #5 DIA. REBAR 7" IN U 2x8 STUDS FOOTING. EXTEND 25" (ACI 530) ATTACH 2X STUDS TO TOP PLATE W/ (4) PER PLAN A COM MON BM. TO POST ATTACHMENT 2X4 SPF BLOCKING FOR MORE INFO) ABOVE SLAB. ALL LOCATIONS m 16d NAILS (2 ON EA. SIDE) TYP 48 O.C. MAX.w/ (SIM. w/ 2x6 @ 2X4 BRACE@ 4'-0" SHOW ON FOUNDATION PLAN STUDS) 2x4 w/ 2 ROWS OF SCALE: 3/4"=1'-0" O ON CENTER 2 16d END NAILS T/SLAB F.F. a 10d NAILS @ 3" O.C. EACH END ��'� TOP PLATE TRANSITION = T_- = 00 GRADE i 1.J1 I �_ I I I I__I !A PIPE OR DUCT w/ PENETRATION THRU p` A _ TOP PLATE w/ MORE _ SEE PLAN FOR =1 I I I I Ii ; III n I �" —=_w �I ii_L IiIIII�mm.. '!{i(IIIlIIII�i-hili-- c THAN 50% OF TOP SEE ROOF PLAN TOP ofBEAM _ PLATE WIDTH INSTALL FOR BEAM SIZE & _ -='" _ i �__ -' III—III--- SANF.aRD i SIMPSON PSPN516Z DOUBLE 10d CONNECTION INFO. _ 8 w/ (12) 16d NAILS TYP. TOP SPLICE TOP & BOTT. _ . . ry - TRUSSES � 2 ROWS 10d 5 @ 3" O.C. ,, . 48+ SEE FLOOR PLAN FOR 4 . = title: MSH, COLUMN SIZE &BASE SEE FOUNDATION C BOTTOM SPLICE CONNECTION INFO = PLAN/D1 FOR STEM/MONO AT ALL EXTERIOR CONDITIONS OVER STUD 1/2" GAP SIMPSON HGMA 10 @ 4'-0° FOUNDATION INFO ATTACH 2X STUDS TO TOP PLATE W/(4) O.C. MAX. OR SIMPSON S01 TYP. WALL SECTION CONC. BLOCK 16d NAILS (2 ON EA. SIDE) TYP HETA16/p @ 4'-0" 0-C 0 project no. 2015219 NOTE:EXTERIOR INTERIOR SCALE: 3/4 = checked: AB/EA/MC PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL SEE FOUNDATION drawn PLAN FOR MORE INFO 8" C.M.U. SEE date. 04-02-15 fiFl TOP PLATE SPLICE DETAIL , ' PLAN FOR REINF. N scale: SCALE: 3/4.. _ V-10" O CD11 COMMON BM. ATTACHMENT TB14 NON-BRG. EXT. CMU WALL SCALE: 3/4"=1'-0"0 SCALE: 1/2" =1'-0" a 0 D3 c,) The structural design of this building is in accordance with the 2010 FLORIDA RESIDENTIAL BUILDING CODE and is certified as such. r I I hilllll P!I