Loading...
HomeMy WebLinkAboutBuilding plansFile Copy TABLE R3012(1) un rrevr•Aseur ftcCe^JI I`artcRie vn •.3 3 Farst I pound 1 aipmhQWr=a"7mAa. a. Vgaatmpis"heq lisormnnarasd"rmmind6oma. VAudwmq PodbWaftNaPLF9me RW72P)1 Dwgrsdsdr"amDM aitsdal be ddmesmd free ASTRC 34,C55, C 42. C 73, C W C 124, C 145, C 216orC 652. b. Reserved. c Tech mfestabom Per FOwa R3012M hs"w" Faa r d. VWW speed shag behoaeMe base used snmd map PF9am R3012(4)19sbder4fineaea4blymyshdbedehxnwmdereosdwspccftbassmaualdemus wee Semea R301.21.4. e. Tbomedoeedeu'ea dryJae6lmpembm a�Ibe sdMed boor bm e»imau dli'fit%Pmomfwxmsa.+mYrt�l,Appmw6[odlhe Floodsedlia9 cads. pkarbk4 DevWbmmhera Mm Apperd"u Dsmepa,dt shal be pe"moodso mMedbd wbwdeveadweger meaedefraieed by the bul&Q alF6ah. I. Reserved. g. if"appbeaNegameepeg bsdJl der®. by iod6oedMsm a am•epea:4y(a)Yr datedMugaeb ee4ey bia 4c waod Rood trwameoe Rogma(ddedadopbuedemMadaammmei era dMtmd ha22l0dmau), 0)b+sdriys)daeFlom bbeMeeas sSbtly and(c)tlm pored mnirers maddening dab aemab,eFac&m FIRM and FaM. arofmlmd hazard map adapts by Mm aeeMewige hewie9 l •asaaunded. h. Reserved. L Reserved. ). Reserved. k Reserved. NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 200 AND COMPLIES WITH THE REQUIREMENTS OF SECTION R302-92 AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE 1� THAN 450. AT= %1EM72AIM C,AU:ULAMM' YENt0.A7Ke1 TiEO1D: ATTIC ARFA - 1,289.3 SO. FT. VEMTILA7101i MWA REQBMM - 1.269.3 SC. FT. / 150 (FAQ WC2) - 8.59 SM FT. m PARAIEM91M LOWAR FEET OF 16- MADE SOFFIT = 197.0' SWARE. FOOTA(E. OF SOFFIT - 1970 X 1.33' - 262.0. SM FT. iiJ4 S0. ML / �. FT. FREE AREA OF VER AIM FOR ACM 7IOPLE 4 OR QUAD 4 FIH1. VENT NAARBOW PATTEIM SOFFIT -' VEN7eATM FRONDED: SOFFIT VEN71LATM PROYME'D - 262.0 SM FT. x 11.74 SM M. / SD. FT. X 1 SO. FT. / 144 SO. M• = 21.36 SM FT. OONCLUSKU VEN75.A7M PROMM = 21.35 SO. FT. > VEIITMADW REQDRED = E.59 SM FT„ 7HEREFOIE SOFFIT V1X11AT10N hS AOECA)ATE PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: 9315 TREASURE COAST STREET, FT. PIERCE, FL, 34945 CONTRACTOR: GLENN DAVIS CBC1261228 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING ID PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT APPROVAL DESIGN PRESSURES HEAD: 1/4" X 3-314" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: 3068 EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TRU 3/16" TEMPERED 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 14" O.C. MAX. SILL: 1/4" DIA. X 2-1/4" FL15225.5 +/- 67.0 PSF (MIN) SMOOTH STAR TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. STEEL TRACK BRACKET TO WOOD: 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX 16070 OVHD OVERHEAD DOOR MODEL 9100 WAYNE DALTON 449» WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK FL9174.6 +39.2 -43.7 PSF ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 8068 S.G.D. SLIDING GLASS DOOR SERIES 420 MI WINDOWS AND DOORS 3/16 TEMPERED HEAD: SPACED 6" FROM CORNERS,17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS,17" FL15332.6 +/- 40.0 PSF (MIN) O.C. MAX. SILL: SPACED 6" FROM CORNERS,17" O.C. MAX. ALL ANCHORS ARE 3116" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 49 WINDOW SH 185 M1 WINDOWS AND DOORS 1 /8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN.. EMBEDMENT) WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX,, JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3116" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) Q WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16"O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) WINDOW SH 185 MI WINDOWS AND DOORS 1 /8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.G. MAX. FL11499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3116" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) Q WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: IVO.C. MAX,, JAMBS: IV O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) Q WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS. 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3116" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) Q WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) GALV. ROOFING NAILS,11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO 1 ASPHALT SHINGLES CAM$RIDGE AR TAMKO BUILDING �� » PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT FL18355.1 REVISION PRODUCTS, INC. EDGE, APPROX. i" & 13" FROM EACH END & 1/2" ABOVE EACH CUTOUT. IDENAI T-LS AT 12" A.G. IN F-CH EL SL ON M NRY, i T N S EXTERIOR SOFFIT ALUMINUM SOFFIT AMERICAN CONSTRUCTION MATERIALS MATERIALS ¢c » ATTACHED THROUGH FASCIA AT 16" O.C. FL12019 +/- 50.0 PSF (MIN) METHOD OF ATTACHMENT: DIRECT MOUNT HURRICANE SHUTTERS "SAFETY EDGE" TOWN & COUNTRY <e >> ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) FL 12856.2 +/-54.0 PSF (MIN) STORM PANELS INDUSTRIES, INC. 33 PSF: 16" O.C. SPANS UP TO 5', 9.9" SPANS UP TO 9'-2", 38 PSF: 15.8" O.C. SPANS UP TO 5, 8.6" SPANS UP TO 9'-2", 47 PSF: 12.7" O.C. SPANS UP TO 5', T' SPANS UP TO 9'-2", 54 PSF: I 11.1- O.C. SPANS UP TO 5' 6.1" SPANS UP TO 9'-2" RE oN I hose FeYimed dw abo7Fe pnWkwi ePP►DA al hilwom im OW rPPra(heAiiL CerfillicafanHura6er• 17 r aS- Date, Il 4(h DRAINING INDEX CVR INDEX/PROJECT INFORMATION A-1.0 FOUNDATION PLAN A-2.0 FLOOR PLAN A-3.0 BUILDING ELEVATIONS A4.0 ROOF / FRAMING PLAN A-5.0 ELECTRICAL PLAN A-6.0 WALL SECTIONS / NOTES A-6.1 WALL SECTIONS / NOTES A-7.0 INTERIOR ELEVATIONS A4.0 HVAC PLAN COMPONENTS AND CLADDING WIND PRESSURES PER 2014 FLORIDA BUILDING CODE USING INTERIOR ZONE COEFFICIENTS AREA OF OPENINGS (SO. FT.) DESIGN PRESSURE 0 to 19.9 46.1 PSF / -50.0 PSF 20 TO 49.9 44.0 PSF / -47.9 PSF 50 TO 99.9 41.2 PSF / -45.1 PSF 100 TO 499.9 39.2 PSF / -43.1 PSF 500 AND ABOVE 34.3 PSF / -38.2 PSF USING END ZONE COEFFICIENTS AREA OF OPENINGS (SO. FT.) DESIGN PRESSURE 0 to 19.9 46.1 PSF / -61.7 PSF 20 TO 49.9 44.0 PSF / -57.5 PSF 50 TO 99.9 41.2 PSF / -52.0 PSF 100 TO 499.9 39.2 PSF / -47.9 PSF 500 AND ABOVE 34.3 PSF / -38.2 PSF PROJECT & CODE DATA *PLANS DESIGNED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE TYPE OF CONSTRUCTION: CBS X BUILDING DESIGN: ENCLOSED X ULTIMATE DESIGN WIND SPEED140 MPH NOMINAL DESIGN WIND SPEED:124 MPH BUILDING CATEGORY: 11 FRAME OPEN PARTIALLY ENCLOSED 160 MPH X 170 MPH EXPOSURE:B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 MEAN BUILDING HEIGHT: 15' OVERHANG:1M FT ROOF PITCH: 6 112 COMPONENTS AND CLADDING WIND PRESSURES: ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE). SHUTTERS: YES X NO IMPACT RESISTANT ASSEMBLY: YES NO X CONCEALED FASTENERS OR ATTACHMEM ARE THE RESPONSIBILITY OF THE WNTRAVOR QF REMI ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 1 n'SE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT b LIf#Y BC NECESSARY IN ORDER TO CO-VLY WITH:�-L AfPPLICACO,E CODES', to rn r (V C) m L ~ UJ Co t` P �\ m d3 T' rD v c) a$ o O 0LL C14 In0toDN m Iu-(0U m w L-: (0 94 OQ� P cf) I- EU ')(J)O 1- = V3 a w w I— PROJECT NO. 15-015-011 DATE DRAWN DRAWN BY 5-5-17 MCA WILSHIRE 1800 B2 LIVING 1800 SOFT GARAGE 384 SOFT LANAI 160 SOFT ENTRY 23 SOFT TOTAL 2367 SOFT SHEET CVR sT. LtT TVb�- UU{ rTl1FII �Ei F()P .INiPLj� ,' CE DATE 5 li PLANS PF. IT AfuST PE OR NCO) IMN �OTW iyiLL ur iGEPT ONJOD L. File Copy 36" SO. X 1'-0' DEEP CONIC_ FTG. W/ (3) #5 EACH WAY- 1' 0 1 0- o I ---" _I • I I ■ L J L —I J I 1 G ao 1 L i 34'-0` 4'-4' 4'-0'®RS. 5'-2' 4'-0' 3'-10' I G AA I HBB A SINK W/DISP.NC_ I SLAB W/ ■ FIOERMESH, AND/OR 6X6-10/10 WMM I _ WITH MIN. 1" COVER ON 6 MIL POLY 2'-6' 3'-11 [7/8- VAPOR BARRIER OVER TERMITE �n in TREATED COMPACTED CLEAN FILL TO I A MINIMUM DENSITY OF 95% AS Q RE%"M o d DETERMINED BY ASTM D-1557 1 I b I ■---I—INDICATES C.M.U. CELL 11'-5 7/8' ■ W/ CONCRETE AND (1) #5 VERT. K a REBAR CONT. FROM FOOTING I To TIE BEAM (TYPICAL) 1 -I I I I LAV. L------ —1 �— N — Lbw — ■ ■ —I i I .Ac d — I I N - A -'�- - Ar rt _ ■ I 1 1 1 :t AC a ' - CHASE C I _ O'—o' — I no o -IRE 1 REFERENCE - I iv FINISH FLOORi 12--8 3/8' 6'-2 7/8" 1 I ■ I AA c iEWTE T,:�.�. L;"n... REQUIREDM y0is (I -I Do i I 10 ■ ■ ■ I °' o I � i E 2'-4" 5'-2" -1((i' 0 J 0" I I - L_ — ■ �� I 3� I G o Lr HB O I 24'x24'x12"DP. 1 I DD CONC. PAD FTG. 5'_g"a_0 W/ 3-#5 E.W. T -ia1 I d L--- ----- --J d co fn V8� t � FOUNDATION PLAN SCALE 1/C = 10-4" CONTRACTOR TO VERIFY SIZE WITH A/C CONTRACTOR UNE 6x6 - 1Ox10 WWF I�—OF DOTE WALL OR FIBER MESH I SLAB I 1 1/2' MAX. m I SLOPE RS GRADE _I eA B� 20` 1 -8` AA DETAIL Be DETAIL 1 1 6x6 - 1Ox10 WWF OR FIBER MESH CONC. B. SLAB o 2-#-- I BARS 2'-0' C DETAIL 1 CONC. 1-#5 SLAB BAR OD G DETAIL 1 CONC_ SLAB -7 --�- 2-#5 ' BAR K \ DETAIL 1 PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.), 1-#5 CONC. BAR SLAB Z_— U) IR• I w %'H DETAIL 1 3' MIN. FTGPER DEPTH 3' MIN. 3" MI DETAIL C FOOTING & REBAR 1'-O' TRANSITION PIPE THRU PF FTG. DETAIL 1 V) w CONC. > _ 5/8' SLAB I` - m 3-#5- GRADE o wnc MOM DD\ DETAIL 5 1/2' FRAME) 7 5/8" BLOC vi CONC. W SLAB cir 'I 3 B JJ DETAIL - S.G.0 1 6x6 - 1000 WWF OR FIBER MESH CONIC. SLAB —7 1'- 3- GRADE iB S 20" rF"�N DETAIL 1 W_C_ SCHEMATIC PLUMBING RISER DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 50'-3" AD = 39'-10" BE = 43'--3" BD = 41'-9" UIMLNJIUNJ AKt ROUNDED TO THE CLOSEST INCH • • • tea• ,, w+ LO ZP O) 111�3- CO rrTT,, ti �qq O wo �qN ti i O [~ W Q� Q, y Lo co N w rn (V corn Lo w co cm~ m ti r 7 w 7) rn co� w l7 r% " �Doc-1 0 CO Gov LL cri O Z Q LL rn U w 1..: co m 0<1 - U) z N O � a w w f- PROJECT NO. 15-015-011 DATE DRAWN DRAWN BY 5-5-17 MCA WILSHIRE 18W B2 LIVING 1800 SQFT GARAGE 384 SQFT LANAI 160 SQFT ENTRY 23 SQFT TOTAL 2367 SQFT SHEET A imo 2 (1- cc Q7 File Copy 1x12 STRINGER 2x12 TREAD 2x4 HALF WALL TOP AT 32" ABV. LEADING EDGE I OF TREAD 1/2- DRYWALL 2x12 CARRIAGE 2x4 BLKQ 2x4 STUDS 2x6 FACER AT 16' O.C. STAIR STRINGER DETAIL AT STAIR SIDEWALL C.B. COLUMNS — TOP +7'-4" A.F.F_ Ii -- — — — P.C. HDR. ABV.— BOT. +7'-4' A.F_F.----� LANAI 8'-8' CLG. CONC. SLAB I 8.-8. i Do I 1�1 1 8"x8' NEWEL POST W/ WOOD CAP AND TRIM (TOP AT +70" A_F.F.) HANDRAIL AT 36" - ABV_ LEADING EDGE OF TREAD 2x4 P.T. KICKER Ix6 WD. CAP W/ 2x4 HALF WALL — TOP AT SHOE MOULD TOP AT 36' ABV. 2nd FIN. FLR 12'-6' (15) TREADS AT 10" EA. tx12 STRINGER OPEN TO FAMILY/ DINING BEYOND 2x12 TREAD 1x6 RISER ,, 1' NOSING ST RAGE BELO STAIR 9" TO FACE OF / FIRST FSER TOP OF 2ND FIN. FLR. +10'-0 3/4" A.F.F. 1ST FLR. CLG. HT lUs Is +8*-8- A,F-F, (2) 2x10 BEAM �-2x4 CLG. / w FRAMING M � I a POWDER b_ ROOM AT � SPACE CD 8'-2 3/8" TO FACE OF FIRST RiSEP!t—TUNE OF STORAGE DOOR STAIR SECTION SCALE_ 1 /2"=1'-0" HB.1'rE ■ ■ ■ - • ■ •LT O � W. I SINK W/ 1 _ DIN. in DISP.OD I ■ _ _I FAM. D 8'-8" CLG. rl Ob 8'-8' CLG. BRG. WALL O TOP AT _I KIT. 5. 8'-8" CLG. 1" ■ 14'-0 7/8" 7'-7 7/8" 5-0 1/2" 3'-7 1 •�4' .11 7 5/8' 1'-3" 7'-Om 1' '3" V-6 7/8" A� 36G ABW/ M C. ,� R ■ — 04 — — — — — STAIR NOSING © _ _ — it iV STOR. C" r P BELOW O M SI 002 NOTE: SEE STAIR LIVING RM. ELEV. SHEET EH_ ■ A7.0 _ BRG. WALL _I ASE FOR 2N 3'-0 TOP AT 7 5/8" 14'-0 7/8" OOR PLUMBING 18'-7 7/8" +8'-8" ■ LI y. INSULATED 8'-8" CLG. WALL i ao ■ ■ In ■ ` M. ■ ■ e7 AA I GARAGE I 8'-8" EN 8' CLG. W FLAT CLG. N ■ ■ — — — ■ 2 ARCH SOFFIT PER ELEV. 8'-0" 1, 3'-4" 13 00 LO I■ ■ I■ FIRST FLOOR PLAN SCALE 1/4' = 1--0" NOTE. ALL INTERIOR FRAME WALLS ARE 2X4'S AT 24" O.C. UNLESS NOTED OTHERWISE NOTE: ALL INTERIOR FRAME BEARING WALLS ARE 2X4'S AT 16' O.C. UNLESS NOTED OTHERWISE MICROWAVE TO EXTERIOR 5/8- lu 2x4 2x4 BLKG. 024 DV EDGE O2x4 CQNC. BELOW TYP. STUD CORNER DTL. SCALE: 31e = V-0" TOP OF SLAB +0'-0" (REF. ELEV.) WINDOW SCHEDULE DOOR SCHEDULE 0 SIZE R.O. PERSUPBLDG. Q REMARR. KS PER BLDG. 1 3068 SWING 1 EXT. DOOR AA 35 SH ELLIPSE TOP 1 MUNTINS 2 6068 S.G.D. 1 EXT_ DOOR A 35 SH 1 3 2868 SWING 1 SOLID SOLID CORE W/ SELF -CLOSING DEVICE [3 SH 1 4 2468 SWING 2 INT. DOOR a id C 3450 SH 6 EGRESS 5 2668 SWING 3 INT. DOOR D 1630 SH 2 OBSC_.1EMP. E 23 SH 1 6 2868 SWING 2 INT. DOOR 7 5068 BYPASS 1 INT_ DOOR 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH FLORIDA BUILDING CODE WNNDLOAD AND EMERGENCY EGRESS REQUIREMENTS. 8 5068 BIFOLD 1 INT_ DOOR 9 4068 BYPASS 3 INT. DOOR 10 2468 SWING 1 INT. DOOR 11 2068 BIFOLD 2 INT. DOOR 12 2036 1 STOR. DR. 13 16070 OVHD. DR. 1 GARAGE DOOR DRYER DUCT DOWN BETWEEN FLOOR JOISTS AND ROUTE TO EXTERIOR IN BACK. C SECOND FLOOR PLAN NOTE- ALL INTERIOR FRAME WALLS ARE 2kVS AT 24' O.C. UNLESS NOTED OTHERWSESCALE 1/4" = i'-O" NOTE ALL INTERIOR FRAME BEARING WALLS ARE 2XVS AT 16" O.C. UNLESS NOTED OTHERWISE -3 1 /2" NOTES: 1. WOOD STUD SPACING (UNLESS OTHERWISE NOTED ON PLANS) —EXTERIOR FRAME WALLS AT 16' Q.C. —INTERIOR FRAME BRG. WALLS AT 16" O_C. —INTERIOR FRAME NON—BRG. WALLS AT 24' O.C. —KITCHEN CABINET WALLS AT 16' O.C. 2. FRAME WALLS ARE DRAWN 3 1/2" WADE UNLESS OTHERWISE NOTED 3. CONC. BLOCK WALLS ARE DRAWN 7 5/8" WIDE UNLESS OTHERWISE NOTED 4. TOOL CONC. BLOCK JOINTS INSIDE GARAGE WALLS (INRUSH & CLEAN) 5. DOOR & WINDOW ROUGH OPENINGS SHALL BE PROVIDED BY BUILDER 6. TOP OF TYP. BLOCK WALL +8'-O" UNLESS OTHERWISE NOTED 7. HEIGHTS ARE MEASURED ABOVE TOP OF FOYER SLAB 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION -XX.X INDICATES WIND PRESSURE IN PSF FOR OPENINNG WALL LEGEND ...........INDICATES INT. BRG. PER PLAN INDICATES PLANT SHELF HT. PER PLAN INDICATES!' OF I u Li � Ii'ii i lilfi�� INDICATESSECOND • r• aIM O.C.WALLS W/ 2X4"S AT 160 L0 rn N o CD CD W N 1-m 0) n m � It0 O LL []QN w d O N to O `° co z _j QV-QyU W I- m m 0<F--U to m O a_ W J w PROJECT NO. 15-015-011 DATE DRAWN DRAWN BY 6-55-17 MCA WILSHIRE 1800 B2 LIVING 1800 SOFT GARAGE 384 SOFT LANAI 160 SQFT ENTRY 23 SOFT TOTAL 2367 SOFT SHEET A 2wO 5" W. RAISED TRIM (PROJ. 3/4"). — CEMENTITIOUS COATING ON LATH L--------_ -- CEMENTITIOUS COATING ON BLOCK RIGHT SIDE ELEVATION 2 -4" 2'-4" 12 SQ. CONC. BLK. COLUMN RAISED TRIM (PROJ. 3/4") FRONT ELEVATION 12 16 TRUSS BRG. HT. +18'-0 3/4" A.F.F. CEMENTITIOUS COATING 0 +8'-0' ABV. 2ND F.F. ON LATH H lr� o 0 COT H[:::l I `V TOP OF 2ND F.F. r � o +10'-0 3/4" A.F.F. r u- _ _ TOP OF BLOCK -------- --------- - +8'-8" A.F.F. 3: Fml w CEMENTITIOUS COATING 3 = ON BLOCK EA — _ -- _nil] _ +0'-0" (REF. ELEV. TOP OF SLAB REAR ELEVATION 12 16 cin ~ o Nam= I I� }_O � i. TRUSS BRG. HT. +18'-0 3/4" A.F.F. +8'-0" ABV. 2ND F.F. TOP OF 2ND F.F. +10'-0 3/4" A.F.F. L TOP OF BLOCK +8'-8" A.F.F. — +0'-0" (REF. ELEV.) r— TOP OF SLAB ICI ICI ��� ICI ICI ICI ICI i�l i ICI ICI ICI ICI I� ICI ICI ICI 1/4" = 1'-0" 12 61 CEMENTITIOUS COATING ON LATH -- - ---------� CEMENT TI US COATING _ ON BLO KLl >— Ham= LEFT SIDE ELEVATION RIDGE HEIGHT A.F.F. 16" OVERHANG TYPICAL UNLESS OTHERWISE NOTED TRUST; BRG. HT. 3/4" A.F.F. +8 -0" ABV. 2ND F.F. CEMENTITIOUS COATING ON LATH 4" W. RAISED TRIM (PROJ. 3/4") TOP OF 2ND F.F. +10' =0 3/4" A.F.F. TOP OF BLOCK -_ A.F.F. 8" W SCORED TRIM CEMENTITIOUS COATING ON BLOCK 5" W. RAISED TRIM (PROJ. 3/4"). _ +0 -0" (REF. ELEV.) TOP OF SLAB lx3 OR lx4 P.T. BUCK SET IN SEALANT AND NAILED W/1-i12" CASE HARDENED COIL NAILS AT 12" 0/C. MAX. CONC. OR MASONRY DRYWALL BOARD CAULKING ALUMINUM FRAME FASTEN THRU BUCK W/ 3/1 6"x3 1 /4" TAPCON SCREWS ® 24" 0/C MAX. IN PREDRILLED HOLES BY MANUFACTURER PERIMETER CAULKING CEMEN7171OUS FINISH HEAD DETAIL WIND❑W CONC. OR MASONRY DRYWALL BOARD DOOR TRIM DOOR FRAME FASTENED THROUGH BUCK W/ 3-1 4' x i14' (MIN) TAPCONS, WITH (1 TAPCON 6' MIN FROM EA. CORNER; AND 4 E0. SPACED TAPCONS ON EA. VERTICAL LEG W/ MIN. EMBED OF 1 5/8" TRUSS BRG. HT. +18'-0 3/4" A.F.F. +8'-0" ABV. 2ND F.F. TOP OF 2ND F.F. +10'-0 3/4" A.F.F. �. TOP OF BLOCK +0'-0" REF. ELEV.) TOP OF SLAB ALUMINUM FRAME FASTEN THRU BUCK W/ 31i6"x3 1/4" TAPCON SCREWS 0 24" 0/C MAX. IN PREDRILLED ALUMINUM FRAME HOLES BY MANUFACTURER `SECURE FRAME TO SILL PERIMETER CAULKING KITH SILICONE CEMEN7717OUS FINISH L/ CAULKING CONC OR MASONRY 10 OR ix4 P.T. BUCK SET IN SEALANT AND NAILED�040 W/i-1/2- CASE HARDENED COIL NAILS AT 12" 0/C. MAX. PRECAST OR POURED SILL PERIMETER CAULKING DRYWALL BOARD CAULKING JAMB DETAIL WIND❑W HEAD/JAMB DETAIL EXT D❑❑R SILL DETAIL WIND❑W ix6 P.T. BUCK SET IN SEALANT AND SECURED W/ CASE HARD NAILS 0 12" O.C. (MAX) PERIMETER CAULKING FLOOR COVERING CEMEN1771OUS FINISH O —PERIMETER CAULKING —DOOR TRIM STUCCO FINISH PERIMETER CAULKING CONC OR MASONRY ix4 OR lx6 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDENED COIL NAILS AT 24" 0/C. MAX. DRYWALL BOARD CAULKING DOOR FRAME FASTEN THRU BUCK W/ W/ 3-i14" x i14' (MIN) TAPCONS AT 24" 0/C. MAX IN PREDRILLED HOLES BY MANUFACTURER JAMB/HEAD DETAIL (SGD) PERIMETER CAULKING CONCRETE SLAB DOOR THRESHOLD SET IN BED OF CAULK & FASTENED TO SILL W/ 3116" DIA. TAPCONS 0 18" O/C 0O° SILL DETAIL EXT DOOR DOOR FRAME FASTEN TO SILL W/ #6 x 1' SCREWS 0 2'-0" 0/C F FLOOR COVERING O ' 0 boo.°o. d GROUT BED CONCRETE SLAB SILL DETAIL (SGD) NOTES: 1. HOLD ALL WOOD FASCIA/SOFFIT 3/4" ABOVE ROOF SHEATHING. 2x4 VERT. AT EA. FACE OF ARCH W/ (3) 10d NAILS AT PRECAST LINTEL AT TOP EA. END TOE NAILED W/(2) BLOCK COURSE 10d AT BUCK 2x4 SOLID BLOCKING (FULL 15/32" CDX PLYWOOD TOP OF BLOCK WALL WIDTH OF WALL) BTWN. A -A PANEL (BOTH SIDES) PLYWD. ARCH FACES W/ (3) 10d NAILS THRU O.S.B. INTO NAILED TO BUCK W/ Ll EA. 2x4 8d NAILS AT 4" O,C. P.T. (2) 2X4 BUCK - CONNECT TO BLOCK W/ s/s" x CONTINUOUS CONC, 3' TAPCONS (1 1/4" MIN. P.T. (2) 2X4 BUCK - BLOCK LINTEL PER EMBEDMENT INTO BLOCK) CONNECT TO BLOCK W/ 3/s" x PLAN 2X4 VERT. BRACES 3" TAPCONS (1 1/4" MIN. EMBEDMENT INTO BLOCK) 15/32" CDX PLYWOOD PANEL (BOTH SIDES) NAILED TO BUCK PROVIDE 316" x 3" TAPCON (1 BUILT-UP PLYWOOD OR MASONITE BUCK - SCRIBE W/ Bd NAILS AT 4" O.C. 1/4" MIN. EMBEDMENT INTO BACKSIDE TO FIT ARCH. BLOCK) AT EA. SIDE BUCK-(1) CONNECT W/ 8d NAILS 2x4 SOLID BLOCKING (FULL WITHIN 4" MIN. TAPCON OF ARCH WIDTH OF WALL) BTWN. PLYWD• START OF ARCH OPNG. ARCH FACES W/ (3) 10d NAILS LINE OF RECTANGULAR THRU O.S.B. INTO EA. 2x4 ROUGH OPENING BUILT-UP PLYWOOD OR MASONITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ 8d NAILS 1" x 3" SECTION A -A BUCK coNTiNuoUs ARCH IN MASONRY OPNG. DETAIL 8'-8" WALL HT. PLAN REVIEW MASTER PLAN REVISION 2-27-17 cn to r rn N o m W 0 N ~ n w M 0 ❑ ¢ � N w ❑ Q _N LL CO 0 00 <° Z -' ~ C ^1 ¢Ii0U W WF_�com CO) f N U 0< U LU `n O n 2 M 0_ W J LU H PROJECT NO. 15-015-011 DATE DRAWN DRAWN BY 5-5-17 MCA WILSHIRE 1800 B2 LIVING 1800 SOFT GARAGE 384 SOFT LANAI 160 SOFT ENTRY 23 SOFT TOTAL 2367 SOFT SHEET A 3.0 Pile Copy P.C. LINTEL BOTT. 7'-4T U) In Q W 0 N H W TL 0 In m N w 0 0 w 0- ANCHOR SCHEDULE (SIMPSON STRONG -TIE PRODUCTS MODEL NUMBER) DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN SIMPSON HETA20 < 1810 > 10-10d x 1 1/2 USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.) SIMPSON MTS12 < 1000 > 14-1Od x 1 1/2 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) SIMPSON (2) HTS20 < 2900 > NOTE: TOP OF BEARING AT LANAI +8'-8" 24-1Od X 1 1/2 TO PLATES 24-10d X 1 1/2 TO STUDS z J B-4 z LR B- RUSS B-6 1 " DIU• F13- I 8 8" F1 CLG. T ERG. 8'-8' T 24 LL T (TYPI ON ® L) ENTE 1FjrL-j 8'-8' FLAT CLG. x IL 0I OVID 8" CLG. SIMP 2)2x1 AT N "H TA20" AT E 2)2x1 (2)2x12 ?fiiFtZ3:��� (2)2xl2 @ L) L 11 Ili J G. A4LL 8'-8 TCR (TYPI J L IF FL OR SSES B-3 C PROVIDE LEDGER BD. FOR TRUSS ATTACHMENT - ATTACH TO STUDS W/ (2)-10d AT EACH STUD FLOOR FRAMING PLAN 0 VERTICAL TO LINTEL CONNECTION SCALE 1/4" = 1'-O" PRECAST HEADER SCHEDULE B-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 17'-4" 8F24-1B 1609 PLF 637 PLF B-2 6'-6" 81`16-18 3480 PLF 1880 PLF B-3 5'-4" 8F24-1B 7342 PLF 3607 PLF B-4 4'-6" 8F16-1B 6113 PLF 2724 PLF B-5 5'-10" 8F16-lB 4360 PLF 2093 PLF B-6 7'-6" 8F24-1B 5681 PLF 2571 PLF B-7 4'-6" 8F16-1B 6113 PLF 2724 PLF B-8 10'-6" 8F16-1B/2T 1247 PLF 1183 PLF B-9 14'-8" 8F16-1B/2T 1370 PLF 655 PLF BF8-IB 8F16-1B TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED r QUANTITY OF #5 REBAR AT a i BOTTOM OF LINTEL CAVITY ao a � z #5 REBAR AT TOP —MIN. (1) REQ'D 1-I/2' CLEAR 8F16-1B/1T o GROUT NOMINAL WIDTH) #5 REBAR AT BOTTOM j } `QUANTITY ❑F #5 OF LINTEL CAVITY NOMINAL HEIGHREBAR AT TOP 7-5/8`ACTU B' NOMINAL WIDTH (2) HETA20 7/16" O.S.B. SHEATHING OVER GABLE END TRUSS- SIMPSON "LSTA24" STRAP AT 24" O.C. TRUSS TO PLATE - i F 10d NAII 2X4 CONT. BLKG. ROOF TRUSSES OR 2x RAFTERS (2)2X W/ PLYWD. /� ® 24" O.C. CONNECT W/(2) SPACER BEAM / 16d MIN. COMMONS TOE -NAILED AS NOTED PER PLAN TO TOP PLATE SPH4 (TOP -SEE ROOF PLAN FOR REQ'D PLATE TO STUD STRAP AT EACH MEMBER. CONNECTOR) TYP. SPH4 (TOP PLATE TO BEAM CONNECTOR) 0 16" O.C. TYP. 2x CONT. STAGGERED LSTA24 MID -WALL BLOCKING (BM. TO STUD (WALLS OVER 10' HT FLAT ARCH CONNECTOR) PROVIDE BLOCKING ® TOP PER 4'-0" O.C. MAX. PLAN NOTE: TRUSS TO PLATE ANCH( TO TOP OR SILL PLATE AND BOLTS TO SLAB N( AT INTERIOR BEARING A 2x STUD ® FRAME OPNG. ON PLANS AS SUPPORT 16" O.C. PER PLAN LOADS ONLY (NO UPLII 6 (PROVIDE (2) MAX' SPH4 (STUD TO BOTTOM FOR SPANS PLATE CONNECTOR) OVER 6' OR NUMBER TO MATCH AS NOTED) jr NUMBER OF STRAPS ABOVE OPENING `1/2" DIA. EXP. BOLT (2 -Y4" MIN. EMBEDMENT) W/ 2" X )6" THICK WASHER 0 24" O.C. (PLATE TO SLAB CONNECTOR) FRAME BRG. WALL TO SLAB CONNECTOR DETAIL EXT. WALL OR INT. BRG. WALL 7'-0" 7'-O" TRUSS BOTTOM CHORDS DBL. 2X4 CONT. PLATE FRAME WALL GABLE END ROOF FRAMING PLAN SCALE 1 /4" = 1'-O" W 2 IR, STUD ANCHORS, iT REQ'D ALLS NOTED NG GRAVITY T LOADS). FRAMING NOTES: 1. DESIGN LOADS: WIND: 160 M.P.H. AT 3 SECOND BURST ROOF: 37 PSF (20 L.L./17 D.L.) 2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C. WITH 2 EA. 16d TOE NAILED EACH SIDE (DIAPHRAM AREA) 3• AT BLOCK/STRUCTURAL FRAME WALL CONNECTION, PROVIDE 1/2" DIA. COUNTERSUNK ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. ® 24" O.C. VERT ® (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 6. ALL HEIGHTS NOTED ON PLANS ARE MEASURED FROM TOP OF FINISH FLOOR (REF. ELEV. 0'-0") 7. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 9. OVERHANG IS 1'-4" UNLESS NOTED OTHERWISE WALL LEGEND INDICATES INT. BRG. HT. PER PLAN INDICATES PLANT SHELF HT. PER PLAN INDICATES TOP OF BLOCK ® 8'-0" AFF INDICATES SECOND FLOOR EXT. FRAME WALLS W/ 2X4'S AT 16" O.C. MASTER PLAN REVISION 2-27-17 Lo Lo rn N o 0) W � N 0 co Q o z w 0 N Q LL — O > LL _NI 0 coCD co n , clj Z J. W (ON)C) �r Q Wjzcom 0wc'j O?ti W I— w `o Co O n 2 Ih 0 W J W H PROJECT NO. 15-015-011 DATE DRAWN DRAWN BY 5-5-17 MCA WILSHIRE 1800 B2 LIVING 1800 SQFT GARAGE 384 SQFT LANAI 160 SQFT ENTRY 23 SQFT TOTAL 2367 SQFT SHEET A 4mO File Copy ELECTRICAL LOAD CALCULATION 2074 S,F, AT 3 VA 6.2 kVA 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH 3.0 kVA LAUNDRY CIRCUIT 1.5 kVA RANGE 12.0 kVA 1 WATER HEATER 3.0 kVA DISHWASHER L5 kVA DISPOSAL 1.5 kVA DRYER 5.0 kVA SUBTOTAL 33.7 kVA FIRST 10 kVA AT 100% 10,00 kVA REMAINDER AT 40% 9.48 kVA TOTAL OF OTHER LOAD 19.48 kVA 10 kVA OF AC AT 40% 4.00 kVA TOTAL 23.48 kVA 23,480 VA DIVIDED BY 240 V 97.8 A POOL SUB PANEL 30.0 A TOTAL 127,8 A USE 150 AMP SERVICE 3 #1 CU THHN OR AL. EQUIVALENT 2" CONDUIT 150 30 CKT PANEL 0 150 METER M.C.B. 2" RIGID O.H. SERVICE F.P.L. NO. 4 CU. WIRE-% TO UFER GRND. SCHEMATIC ELECTRICAL RISER ) BACK SERVICE) FOR JAVE JECT \ COACH LT. GUAl71 L 1 PREWIRE PREWIRE FIRST FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'-0- FEEDER 120/24OV-1PH-3W MAIN BREAKER MAIN LUG ONLY AMPS 150 AMP BUS AMPS 200 A/C 22.00 INT A/C 65.000 CIRCUIT NO. CIRCUIT ID BRK AMP WIRE SIZE A PHASE A PHASE WIRE SIZE BRK AMP CIRCUIT ID CIRCUIT NO. 1 A/C 40 8 • • 6 60 HEAT 2 3 A/C 40 8 • • 6 60 HEAT 4 5 DRYER 30 10 • • 8 40 RANGE 6 7 DRYER 30 10 • • 8 40 RANGE 8 9 REFRIDG 20 12 • • 12 20 WASHER 10 11 KITCHEN 20 12 • 12 20 BATH GFI 12 13 KITCHEN 20 12 • • 14 15 BEDROOM ARC 14 15 H-W 30 10 • • 14 15 BEDROOM ARC 16 17 H-W 30 10 • 14 15 GENERAL LITE 18 19 SPACE • • 14 15 BEDROOM ARC 20 21 GENERAL LITE 15 14 GFI 22 23 DISHWASHER 20 12 GARAGE DOOR 24 25 GENERAL LITE 26 27 W1415WP/GARAGE GENERAL LITE 28 2932 30 31 33 • • 34 35 • • 36 37 • • 38 39 • • 40 41 • • 42 PREWIRE PREWIRE / OS.D • 0 S.D. 11 �EXH. FAN ((�) , I i S.D. C.M.D.\\ // O�O D!/ (EAI. FAN I PREWIRE I V) z I 'tU C)> 1 U-) U m I X Ix¢ J¢ IN"O~ N d � S �TJ ¢ J PREWIRE / i SECOND FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'-0" LEGEND SURFACE MTD. CEILING FIXTURE PENDANT FIXTURE RECESSED LIGHT WALL MTD. BRACKET @ 72' A.F.F. FLUORESCENT FIXTURE I� fll WALL MTD. VANITY LIGHT EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLE FAN (PREWIRE OR W/ LIGHT AS NOTED) O• WALL MTD. SMOKE DETECTOR O CEILING MTD. SMOKE DETECTOR CEILING MTD. CARBON MONOXIDE DETECTOR -CEXT CHIMES �• CHIMES PUSH BUTTON TELEPHONE JACK TV CABLE TELEVISION JACK 110 V. DUPLEX RECEPTACLE 1/2 SWITCHED 110 V. DUPLEX RECEPTACLE 110 V. GFI DUPLEX RECEPTACLE 3& 220 V. RECEPTACLE ® DEDICATED 220 V OUTLET 110 V. JUNCTION BOX -6� SWITCH @ 42' A.F.F. p RHEOSTAT SWITCH @ 42' A.F.F. TP U TOUCH PAD FOR SECURITY SYSTEM O CENTRAL VACUUM OUTLET LOCATION �O ELECTRICAL ➢ISCONNECT ELECTRICAL NOTES 1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS SHALL BE GPI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER EQUIPMENT AS REQUIRED BY N.E.C. 5. IF NE BRANCH CIRCUITS ARE ADDED: A) ALL 120V, SINGLE PHASE, 15 & 20 A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEC 210.12 (B)). B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN 2008 NEC 210.52, ALL 125V, 15 & 20A RECEPTACLES. NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND 2010 F.B.C. PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-27-17 Lo Lo rn C) N o � W CD N � m w � � N � M ct o x w> - Q LL 00 Cl O N O N_ J 0 LL in 00 (c) O� n , Z J Q 0 U W F- cO m OQ�U (/)ccooz "o O ti 0- (y) a W J W H PROJECT NO. 15-015-011 DATE DRAWN DRAWN BY 5-5-17 MCA WILSHIRE 1800 B2 LIVING 1800 SQFT GARAGE 384 SQFT LANAI 160 SQFT ENTRY 23 SQFT TOTAL 2367 SQFT SHEET A 5mO 0 'File Copy CORN FI.ASIHING TAPE CORNER FLASHING TAPE TOP FLASHING TAPE SIDE - FLASHi TAPE FIN INDOW TOP \c NAIUNG FIN WINDOWgq rLASHING TAPE :+ +. SILL FLASHING TAPE f1-' SILL FLASHING TAPE 12 WIAT_ER RESISTIVE 8ARRlER� CUT THE WATER RESTIVE BARRIER (IC) I I WATER RESTIVE1. � � I 115T CUT I IT --- I I I CUT, 1 I I 1 I MAKE A 6- CUT UP 1 I % UT I FROM EACH TOP I I + I CORNER AT A 450 j 1 ANGLE TO ALLOW THE 4� 1 WATER BARRIER TO IYP I BE LAPPED OVER THE i 1 I 1 <�2ND_ I FIN AT THE HEAD OF THE WINDOW. 1 I `1 oT--- 51 L------------J 2. FOLD THE WATER RESISTIVE BARRIER (10). FOLD SIDE AND BOTTOM FLAPS INTO THE OPENING AND STAPLE TO INSIDE WALL FOLD TOP FLAP UP AND TEMPORARILY FASTEN 3. APPLY SILL FLASHING TAPE #I. CUT A PIECE OF Ft ASMNG TAPE 12- LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1E) SO IT OVERHANGS 1' TO THE EXTERIOR. NOTE: THE TAPE IS CUT 12' LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6' UP EACH SIDE OF THE OPENING. 4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1' WADE TABS AT EACH CORNER Qr FROM EACH SIDE OF CORNER) (1F) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE IT TO THE WATER RESISTIVE BARRIER. 5. APPLY SILL FLASHING TAPE #2, CUT A PIECE OF FLASHING TAPE 12- LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM. OVERLAPPING TAPE #1 BY AT LEAST 1-_ DO NOT ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (1G). NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS. 1. APPLY SIDE FLASHING TAPE. CUT TWO PIECES OF FLASHING TAPE 4' LONGER THAN THE FRAME HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAIUNG FIN AND ONTO THE WATER RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WINDOW AND f BELOW THE BOTTOM OF TTiE WINDOW. PRESS THE TAPE DOWN FIRMLY. 2. APPLY TOP FLASHING TAPE CUT A PIECE OF FLASHING TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW AND EXTEND AT LEAST t' PAST THE SIDE FLASHING TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP NAIUNG FIN AS SHOWN. NOT' DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN_ 3. FOLD DOWWM TOP FLAP OF WATER RESISTIVE BARRIER (30 4. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES OF FLASHING TAPE AT LEAST 1- LONGER THAN THE DIAGONAL CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE COVERING THE ENTIRE DIAGONAL CUT IN THE WATER NEPSTIVE BARRIER AT BOTH UPPER CORNERS OF THE WINDOW. NOTE: BE SURE TO OVERLAP THE TOP CORNERS (30) SHEATHING- I FRAMING 1 i 3 A 111 7 1 + : 1! 1/2- DIA L-BOLT (B- LONG) W/ 2` WASHER AT 32. O.C. MAX_ 2x6 P.T. JAMB DETAIL 2x4 P.T. W/ CONE 2)t6 P-T. FROM SOT. OF NAILS AT 12' O.C. -I 1_HDR. TO CLG. LINE EQUAL EQUAL 1/2- DIA L-BOLT N (8_LONG) W/ 2- WASHER AT 32' O.C. MAX. - M GARAGE DOOR OPENING ELEVATION GARAGE DOOR DETAIL 2x6 P.T_ INSTALL SIMPSON HTE M16 W/ (8) 10d NAILS TO TRUSS ATTACH STRAP TO LINTEL W/ (4) 1/4' x 2-1/4' TAPCONS +op CONCRETE UNTEL- BLOCC FILL PITH CONCRETE SEE PLANS FOR SIZE AND LOCATION ALTERNATE TRUSS ANCHOR DETAIL N.T_S_ STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 3 SEC. BURST PER ASCE 7-10/ 2014 FBC. 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO THE 2014 FLORIDA BUILDING CODE. 3_ ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX 4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER COMPACTED CLEAN FILL. 4. FIBER MESH REINFORCEMENT_ FIBERS SHALL BE 1/2- TO 3/4" COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94", THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING FIBER MESH CONCRETE. 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES AS DEFINED IN ACI 53-99, firs = 1500 psi B. REBAR TO BE SIZE #5 GRADE 40, CONT_ TOP OF FILL CELLS AND CHANGES OF DIRECTION WITH MINIMUM LAP OF 30". 9_ OMIT 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. 11, EPDXY ANCHOR ALTERNATE: THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. THE FOLLOWING CRITERIA MUST BE MET: ANCHOR SIZE CONC. HOLE SIZE MIN. HOLE DEPTH 1/2' 3/4" 5/8' 7`8' 6" 7' 3/4" 8' AFTER HOLE IS ORNLLED ALL CONCRETE DUST MUST BE RLBMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION, TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 12. MISSING DOWEL PLACEMENT: NEW HOLE SHALL BE DRILLED 7/8- TO 1- WIDE AND 10- DEEP. AFTER HOLE IS ORILLED ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 2� ROOF EDGE - - - - - - - - - - - - - - - -I OOF yA O O EDGE - - - - - - - - - - - - - - 2 ( O lO 4' RIDGE I 2 �- OZONE 1-USE Bd RING SHANK NAILS ® 6' O_C_ (2-USE 8d RING SHANK NAILS O ZONE 3-USE 8D RING SHANK NAILS D 06' O.C. ® 4" O.C. NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. N Imall 2x4 STUDS ® SPACING PER PLANS VERTICAL FILM CELL W/ 1--05 BAR - WOOD STRUCTURAL NOTES: 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN ON DETAILS. DAMAGED WOOD NOT TO BE USED. 2. GROUP 11 WOOD IS SOUTHERN YELLOW PINE #2. Fb-1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP. PINE GROUP lit WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW PINE, HEM -FIR, OR SPRUCE -PINE -FIR. 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW. 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE OFFSET AT LEAST 41. STRUCTURAL DOUBLE PLATES TO BE NAILED AT 6" O.C. MAX. 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32" CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C. W/ 10d NAILS UNLESS OTHERWISE NOTED. 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES) TO BE. #2 OR BETTER GROUP It, UNLESS OTHERWISE NOTED. 7. STRUCTURAL HEADER SIZES MOWN ON ROOF FRAMING PLAN ARE TO BE #2 OR BETTER, SPECIES GROUP II 8. MAX. 1' HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL AS PER DRAWINGS. 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. 11. NAIL PATTERNS: -DOUBLE PLATE AT 12" O.C_ OUTSIDE THE SPLICE ZONE (SEE NOTE #4). -DOUBLE STUD NAIL PATTERN AT 12" O.C. -DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT EA. EDGE, 12" O.C. INTERNALLY. -HEADER TO STUD- 4" O.C. EA. HEADER MEMBER -STUD TO TOP OR BOTTOM PLATE- (2)16d END NAILED OR (2)16d TOE NAILED EA. SIDE. -ALL INTERIOR HEADERS TO BE (2) 2x WITH 1/2" FLITCH GLUED AND NAILED WITH 16d AT 8" O.C. STAGGERED. 12. ROOF SHEATHING TO BE MIN. 15/32" CDX PLWOOD NAILED PER ROOF NAILING PATTERN DIAGRAM. 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN AND/OR MANUALY. 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS. 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. 16. ANCHOR BOLTS 8" LONG x 1/2- DIA. WITH A 2' SQUARE X 1/0- THICK HURRICANE WASHER EMBEDDED 5" UNLESS NOTED OTHERWISE. 17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2' MIN. EXTERIOR GRADE GYP. BOARD OR 1/2' MIN. SOFFIT BOARD UNLESS NOTED (2) 16d WALL CONC. BLOCK WALL 12" O.C. COUNTERSUNK B D.C.r �®WITH 2� 2 11,C MIN EMBEDMENT ME- THCK HURRICANE WASHER EXTERIOR FRAME + WALL TO CONC. BLOCK WALL CONNECTION ALL PLANS, DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT 13E USED, TRANSFERED. OR OTHERWISE REPRODUCED WITHOUT THE APPROVAL OF REBAR HOMES DETAIL AT 9U- UUKNLK us rn N o co wcoN ~ rn r ct W o O Q N s �W O p N LL In 0 00 l'I1 QLLU w F.: Co II1 < 0 �U ti QUO rN 2 co Il w J w I - SHEET 2yuE%( j File Coipy STUDS ALIGNED STUDS UNALIGNED BETWEEN FLOORS BETWEEN FLOORS 2—STY. INTERIOR BEARING WALL STRAPPING STRAPS AND BOLTS NOT REWIRED AT INTERIOR BEARING WALLS NOTED ON PLANS AS SUPPORTING GRAVITY LOADS ALL REWIRED HANDRAILS SHALL BE WE OF THE FOLLOWING TYPES OR PROVIDE ONLY (NO UPLIFT IAA05) EQUIVALENT GRASPABIUTY: TYPE I: HANDRAILS NTH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1 1/4' AND NOT GREATER THAN 2'. IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4' AND NOT GREATER THAN 6 1/4' NTH A MAXIMUM CROSS SECTION OF DIMENSION OF 2 1/4'. EDGES NOTE: EATHING EXTENDS TO BOTTOM OF XNND FLOOR STUD TO FLOOR TRUSS D. SHEATHING F IIREMENT. AT TH S12' 1ST FLOOR . AT FRAME WALL 0' AT BLOCK TO LOCATIONS FLOOR STUDS UNALIGNED BETWEEN FLOORS AS WELL AS STUDS UNALIGNED W/ FLOOR TRUSS OR NO RAIL BD. PRESESNT CONTINUOUS 2xe TOP RAIL - CONNECT TO FLOOR TRUSS W/ (6) 1M NAILS PROVIDE 8d NAILS AT 3' O.C. EXT. SHEATHING NAIUNG PATTERN (2) ROWS AT 2X6 TOP RAIL (1) ROW AT 2x4 BOTTOM RAIL - CONTINUOUS 2x4 DOT. RAIL - CONNECT TO FLOOR TRUSS W/ (4) 16d NAILS (2X4 P.T. IF IN CONTACT W/ CONG) ALTERNATE FLOOR TRUSS END RAILS Bd NAILS AT 3' O.C. AT SHEATHING EDGES - STAGGER NAILS BTWN. PANEL EDGES IN UEU OF 2x4 BL ING BIM. RAILS AS PAR OF FLOOR TRUSS END CI)NST. SHALL HAVE A MINIMUM RADIUS OF 0.01'. i TYPE II: HANDRAILS NTH A PERIMETER GREATER THAN 6 1/4' SHALL HAVE A i GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE THE FINGER RECESS SHALL BEGIN WITHINN A DISTANCE OF 3/4' MEASURED VERTICALLY MOM THE o TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16' WITHIN 7/8BELOW THE WDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8' TO A LEVEL THAT IS NOT LESS THAN 1 3/4' BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE NOTE ALL NABREADS -- SHALL PENETRATE THE FACE OF THE SHEATHING BY MORE HEAD THICKNESS THAN THE RAIL () _ _ r_---R---TI----Z I I I - _ _'_' -IT ---TI Z THE RECESS SHALL BE 1 1/4' TO A MAXIMUM OF 2 3/4. EDGES SHALL HAVE A I I MINIMU RADIUS OF 0.01'. Bd NAILS AT O.C. AT TU FIELD STUDS 1• 1• OPENING LIMITATIONS: BALUSTERS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE RAILING HEIGHT COUCH ALLOW PASSAGE OF A SPHERE 4' IN DIAMETER. = I I I I I•I I•I THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR, FORMED BY A RISER, TREAD AND BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF A SPHERE e' IN DIAMETER.ti II II l I•I 1•I 11 II II 1 m TOTAL STAIR RUN MINIMUM TREAD (NOT INCLUDING NOSING) = 10' WIDE 8d NABS AT 3' O.C. AT I 1 I 1 1.1 I• SHEATHING EDGES - 1' NOSING TC T 3 0 PLYWOOD SUBROIR STAGGER NAM" I I 1X1O STRIN FLOOR TRUSS 1' NOSING NAL (2)2X4 TO BOTTOM OF FLOM TRUSS 12' OR LESS IN 2X12 TREAD / DEPTH ii PLYWOOD RISER / / x STAIR - CONNECT O FLOOR x // TRUSS W/ (2ID70tl AT 6OiR. OR EQUIVALENT n � / / ^ o CONECT CARRIAGE TO LEDGER (2}1 1qE-RABID COMMONS STAG6EIOD EACH SIDE L 0 / / r a CONNECT PLYWOOD RISER TO p w / TREAD WITH (4)-8d NNS a a / 2X12 CAFaAGE-AT SIDES AND CENTER OF STARS NTH 2X6 / SPACE AT SUE WALLS - r CONN�TMP)ACERT SRO // 10d COMMONS ___,�2X4 P.T. KICK PLATE TYP. STAIR SECTION PANEL EDGES I•I 1•I II I 1 I•I I ti II II i I•I I 6d NAILS AT 3' O.C. I I I I HORIZ. AT 2x SILL PLATE II II ------•------11-•---J =_ 2x4 BLACKING BTWN. --T •-•-TT-- ---TT -T -- RIM BD. AT ALL I I I I I SHEATHING EDGES . . . . . . . . . . . . . . . . . . . PROVIDE DOUBLE ROW OF 8d NAILS AT ALTERNATE CONT 2X6 TOP RAIL LLO. NAILING TO FLOOR TRUSS BIXC. BTWN. RAILS EXT. WALL SHEATHING DETAIL AT 2—STY. REWIRED NAILING PATTERN AS NOTED FOR SHEATHING TO ACT AS UPLIFT LOAD CONNECTOR BETWEEN WALL STUDS AND FLOOR TRUSSES ROOF TRUSSES OR 2x RAFTERS AT 24' O.C. - CONNECT W/ (2)16d MIN. COMMONS TOE -NAILED TO TOP PLATE — SIMPSON 'SPH4' AT EACH STUD TO TO' PLATE - 2x4 CONTINUOUS BLOCKING ON EDGE OR FLAT - ALIGN NTH EDGE OF EXT. SHEATHING (LOCATE AT MID -WALL HT. W/ NO SHEATHING) 2x STUDS AT 16' O.C. NO STRAP REWIRED AT STUD TO PLATE IF SHEATHING CONTINUOUS TO BOTTOM OF FLOOR TRUSS FLOOR TRUSSES AT 24' O.C. —2x4 BLOCKING STWN. RIM BD. AT ALL SHEATHING EDGES 8d NAILS AT 3' D.C. HORIZ. AT TOP AND BOTTOM RIM BD. OR TRUSS CHORD GONG. BLOCK EXT. WALL T' OR DH PLATE INDICATES GABLE END FLOOR TRUSS - INDICATES GABLE END FLOOR TRUSS PLAN BLOCK WALL J 121 SIMPSON 'HETA20' STRAPS CONNECTING GABLE END TRUSS TO BLOCK WALL SIMPSON '1-STA36' STRAPS 4NECTING 2ND STORY CORNER �TUDS TO GABLE END FLOOR RUSS - LOCATE i V FROM CORNER EDGE 2x4 CORNER WALL STUDS H. 2x4 SPACER W ABOVE WALL SILL ALIGN STRAP IN CENTEI DO NOT PUCE STRA BTWN. STUDS - AU( BLKG. BELOW ;2) SIMPSON 'LSTA36' OVER EXTERIOR SHEA ONNECTING 2ND STORY STUDS TO GABLE END TRUSS - PROVIDE ' BLOCKING FOR STRAP - 2x4 OR 2x8 RIM BOAT PROVIDE SOLID BLOCKINR AT CORNERS (2) SIMPSON 'HETA20 CONNECTING FLOOR 1 CONC. BL16 WALL - INSIDE FACE OF GAE FLOOR TRUS'. GABLE TRUSS GABLE TRU`_ SIDE ELEV END ELEV. —=4 DIAPHRAM BLKG. AT 24' O.C. CONTINUOUS ACROSS 1ST (2) TRUSS BAYS CONNECT TO EACH BOTTOM CHORD W/ (4) 10d NAILS 1 SIMPSON 'HETA20' STRAP AT 24' O.C. PROVIDE SOLID 2x4 BLKG. BTWN. TOP / BOT. CHORDS WHERE STRAP DOES. NOT ALIGN WITH TRUSS VERTICAL GABLE END FLOOR TRUSS DETAIL 2ND STY. CORNER HOLD—DOWN DETAIL USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE THROUGH THE WOOD DECK BY AT LEAST 1/8" PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE SHINGLE SIDE VIEW RUBS SHINGLE NAILING DETAIL HIGH WIND OR STEEP SLOPE FASCIA TO BE ALUM. OVER 2 X6 15/32' PLYWOOD SHEATHING OVER WOOD TRUSSES CEMENTITIOUS COATING ON METAL LATH BOND BREAK /11 (2) LAYERS 15# FELT SEE ROOF PLAN FOR REDD / STRAP AT EA MENBER I MEMBRANE BRIDGE REFER TO HEADER SCHEDULE I FLASHING FOR SIZES SIMPSON 'SPH4' AT TV O.C. i ACROSS HEADER SPAN — FLASHING / CONTROL JOINT T PSONHEAD R STUD STRAP AT HEADER STUD TO BEAU (2) STRAPS EACH SIDE WTH (4) OR MORE TRUSSES ACROSS OPENING CEMENTITIOUS COATING ON BLOCK I AM HEADER STUD TO RAM OI I I I I BD. / BLOCKING FOR OPENINGS > 5'-U' I 294 OR 2x6 RIM BD. BTWN. I FUR. TRUSSES-- CONNECT TO RDSSW/`4"6dNAILS FLASHING DETAIL AT FLOOR FRAMING ON MASONRY 2x4 P.T. RIM BD. BTWN. FLR. TRUSSES -CONNECT TO I TRUSS W/ (4)16d NAILS OBI. 2x4 SCUD BLOMNG BELOW HEADER STUDS OF OPENINGS > 5'-0' SIMPSON 'HETA20' STRAP AT EACH FLOOR TRU55 END OR 24 O.C. AT CABLE END TRUSS 2—STY. EXT. FRAME WALL CONNECTOR DETAIL FIBERGLASS SHINGLES OVER 15/ FELT (2' SIDE LAP, 4' END LAP AND CAP NAILS AT 10 ON CENTER EDGE 24' ON CENTER FIELD) ON 15/32' D.S.B. SHEATHING AND PRE-ENGINEERED WOOD ROOF TRUSSES AT 24' ON CENTER MAXIMUM ( SEE ROOF NAILING PATTERN DETAIL FOR SHEATNG) (SEE SHINGLE NAILING DETAIL FOR SHINGLES)—. CONTINUOUS 2 X 4 DOUBLE TOP PLATE WITH SIMPSON SPH4 AT EACH STUD CONTINUOUS ALUMINUM VENTED SOFFIT CONTINUOUS 2 X 4 SOLID WALL BLOCKING ON EDGE OR FLAT AT SHEATHING JOINT. NAILS ARE PERMITTED TO PENETRATE. 2' X 4' BLOCKING SET ON EDGE R-11 MINIMUM INSULATION REFER TO ENERGY CALCULATIONS FOR REWIRED INSULATION. CEMENTIMOUS COATING ON LATH OVER (2) LAYERS 15/ FELT OVER 15/32' COX PLYWOOD SHEATHING SEE DETAIL FOR REWIRED NAILING PATTERN 2 X 4 STUDS O 16' ON CENTER CONTINUOUS 2 X 4 BOTTOM PLATE CONTINUOUS 2 X 4 TOP AND BOTTOM RAIL CONNECTED TO FLOOR TRUSS WITH (4) IN NAILS BOTTOM RAIL TO BE 2 X 4 PRESSURE TREATED. 3/4' TONGUE AND GROOVE PLYWOOD FLOOR, NAILED AND GLUED WTH Bd NAILS O 12' ON CENTER IN FIELD AND 6' ON CENTER AT PANEL EDGES PRE ENGINEERED FLOOR TRUSSES O 24' W CENTER MAXIMUM. PROVIDE DRAFT STOPPING TO SEPARATE CEILING AREAS NO GREATER THAN 5OIS.F. PER 2004 FLORIDA BUILDING SIMPSON HETA20 AT EACH FLOOR TRUSS FILL ALL HOES WITH 1-1 2' X 10d NAILS TRUSS PARALLEL TO WALL- TRAP AT EACH TRUSS VERTICAL (24' ON CENTER MAXIMUM) CONTINUOUS GALVANIZED METAL WEEP SCREED 8 X 8 X 16 CONCRETE. KNOCKOUT BLOCK TOP COURSE FILLED NTH CONCRETE AND (1) 85 BAR CONTINUOUS ONE /5 BAR DOWEL TIED TO f5 BAR DOWEL AND TOP COURSE ROAR AT EACH REINFORCED CONCRETE FILLED CELL AS LOCATED PER FOUNDATION PLANS R-4.1 MINIMUM INSULATION REFER TO ENERGY CALCULATIONS FOR REWIRED INSULATION. 1/2' GYPSUM BOARD ON 1 X 2 MINIMUM PRESSURE TREATED FURRING O 16' W CENTER CEMENTITIOUS COATING OVER 8 X 8 X 16 CONCRETE BLOCK 4' MINIMUM CONCRETE SLAB (2500 PSI) WITH FlBERMESH OR 6 X 6 10/10 WWM OVER VAPOR BARRIER WTH CLEAN COMPACTED TERMITE TREATED FILL ONE /5 BAP DOWEL RED TO FOOTING REBAR .`� AT EACH REINFORCED FILLED CELL AS LOCATED PER FOUNDATION PLAN. MINIMUMMOUWTHIC SLAB EDGE FOOTING PER FOUNDATION PLAN TYPICAL EXT. 2—STORY WALL SECTION SCALE 1/0 = 1'-0' PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-27-17 Lo LL) t— N O 0) co W N M t- w I rn U) V X CY) Nx w O JN �LLJ _ �'00(O 0 . Z rn U QLL W cO m 0< Lu Lo l` co a W J W SHEET A 6ml l'il>e COPY RNG REF. KIT. AT RNG. /REF. u C lm= \ C. LAV i w WALL MTC3. LT. W.C. FILLER PWDR. RM. • WALL MTD. LT. ,AAI 1 .14 . . M.C. LAV Fo O O O = O = O O z 0 Q o VBTD 8 >>� 'FILLER 2nd FLR LIVING RM. ELEV. DW KIT. AT SINK GER T krw.v7l•mwft�wM o I z� <o VHbu VANITY M . BATH VANITY T— 12" —,� 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE WOOD / TRIM —/ NOTE: NO REVEAL BETWEEN BACKSPLASH AND TOP 2x4 STUDS AT 16" O.C. Of 1 /2" DRYWALL Of KITCHEN BASE CABINET BARTOP DETAIL NOTES: 1. BATHROOM TOWEL BARS AT 54" A.F.F. 2. BOTTOM OF MEDICINE CA13INETS AT 54" A.F.F. 3. TOP OF BATHROOM SHOWER TILE AT 7'-0" A.F.F. 4. SHOWER HEADS AT 6'-8" A.F.F. SECOND FLOOR PLAN SCALE 3/8" = l'-0" PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-27-17 Lo U) rn N o m W O N � O � M M `V 0 i w U Q N l ;LL ^ >�/� O _N JY-�CO Z O � QwCmjU U, 10 m U O Q r rl- Lo`)oN a cl) w J W H PROJECT NO. 15-015-011 DATE DRAWN DRAWN BY 5-5-17 MCA WILSHIRE 1800 B2 LIVING 1800 SQFT GARAGE 384 SQFT LANAI 160 SQFT ENTRY 23 SQFT TOTAL 2367 SQFT SHEET A 7mO