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HomeMy WebLinkAboutBUILDING PLANd FILE COPY REVISIONS hardi-plsrk siding dormer roof beyond I I•) I.I I.) — — u I•) w1 I•I I•I I•I I■I (■I (•I I.I I.I I•I I•I I' I•) I•I I•) I•I I•) I•I I.) I•I (•) IwI dal IN ICI ICI IRI ICI ICI .i011111011111MINNIPM.P.0 orna u 4 hardl-plank siding stucco flnlsh) conirofloinT1------_----_ _ 7'-0"aff op of wl�ow — (typical) OPEN El IJ (stu000 flnlsh) 4 2" Front Elevation _I_----__ —L_— finish floor Right Side Elevation scale: 1/4" = 1'-0" 9'-0"aff __finish floor __[_____—L_____----- 12 61 B'-O"tiff— — top of frame wall `stucco finish, finish floor — _ _ —I— 7'_fT'Rff top of door 4+ o m o eam — -- — -- LA Rear Elevation scale: 1/4" = V-0" EL!2q]j `stucco finish, dormer mof baWnd RECEIVED AUG 2 4 2018 1ST, Lucia County, Permitting RE LUCIE COUNTY B LING IVISIQN REVIEWED FOR COMPL CE REVIEWED BY DATE 21: 13 PLANS AND PERMIT M SITE OR NO IBE EPT 0 JOB NSPECTION(S) WILL IL BE MADE CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE 9'-00aff CONTRACTOR OF RECORD. — — — — -top ofbeam ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 'S3003 318Y311ddY TiV H11M A1dW00 01 H30W NI AllM303N 38 AVW lbHl S80133dSN1(131dA® 03H1003H SNOIJ038800 ANY 01103P®f)S 3HY -iHOM 03S0d08d 11V ONV SNVId 3S3N1 finish flnnr asphalt shingles MM lsAacco tlnlshl-' 7"" ----__—__—__—canoloin[_ �eilicro finish) Left Side Elevation scale: 1/4" = 1'-0" 7'-0"aff — — — top o inflow (typical) _EE Elrstucco finiahJ OPEN 12 �6 12" O LL W ro U z m � W 1� �_, LE /❑ C/5 ILI CD N U `N W z () L w6- o0 00 1 Q i U1 N W Q U 0 O �(;y') CO co Q T_ Ca � .L 0 O O 0 IL 2 Q' � Q- I 7 Q a m U a (/5 c� N o �00 r- U '- DRAWN TR DATE 08/21/2018 SCALE AS SHOWN JOB NO SHEET scale: 1/4" = 1'-0" 1 of 7 DOOR / WINDOW BUCK NOTES WINDOWS 2x CUSTOM (WIDTH OF WDW)) PT BUCKS ATTACHED TO CBS WITH 1/4" DIA x 4" LONG S.S. TAPCONS, 4" FROM EACH END, 12" OC REMAINDER OR 1" CUSTOIM WIDTH OF WDW) PT BUCKS ATTACHED TO CBS 1/4"x2(1/4) FLAT HEAD TAPCON ® 17(1/2)" O.C. MAX DOORS 2"X CUSTOM (WIDTH OF DR JAMB) PT BUCK ATTACHED TO CBS WITH 1 /4" DIA x 4" LONG S.S. TAPCONS, 4" FROM EACH END, 12" OC REMAINDER OR 1" CUSTOIM (WIDTH OF WDW) PT BUCKS ATTACHED TO CBS 1/4 $1 x2(1/4)" FLAT HEAD TAPCON ® 17(1 /2)" O.C. MAX GARAGE DOOR 2"X6" PT ATTACHED TO CBS WITH EITHER 5/8"dia X 6" LONG POWERS 5/8" DIAC X 6RETE SCREWS LONG S-1260) RED CUEAD WITHIN EDGE " OF EA. END 24" O.C. W/ 3 x 3 x 1/4 WASWRS & WITHIN 6 OF EA. END. SEE FLOOR PLAN AND ELEVATIONS ST. LUCIE COUNTY WINQOW / DOOR SPECIFICATION AFFIDAVIT MR LOCATIONS OPENING PRODUCT NOMINAL SIZE AND 1MNDOW OR GLASS ATTACHMENT BUILDING DESIGN PRODUCT STATE CODE ID MODEL NUMBER DOOR MFG'R. SPECIFICATION METHOD PRESSURE DESIGN PRESSURE ACCEPTANCE NUMBER 8-610 CUSTOM O WINDOW 3'X5' WINDOW 3/16r TAPCONS, MIN V EMBEDALL HOLES SH 25 SYSTEMS, INC 7 MIN EDGE DISTANCE 37.5, -W 50, -71.6 FL17234-R5 DOOR FIBERGLASS 1AP TAPCOI43, M 1N 1 1PP EMBED ALL HOLES © 3008 DOOR PLASTPRO G1 MIN 7 CLEARANCE TO MASONRY EDGE 50,-50 FL17184-RS W/ SIDEUTES MIN 4' TO ADJACENT ANCHOR 37.5, �b0 $-510 3AS' fAPCONS, MIN V EMBED ALL HOLES \_! WINDOW 2�(5' SH 1/235 WINDOW SYSTEMS, INC 2' WH EDGE DISTANCE 3T.6,-50 50, -72.9 FL17a34-R5 WINDOW 815 PY4 2'FG OCTAGON CUSTOM WINDOW D SCREWS, MIN 1 t/l EMBED ALL HOLES *7/1 60,-75 FL17364-R2 S�MIN BGDE DISTANCE 37.5,-50 OBSCURE SYSTEMS, INC OBSCURE EO DOOR FIBERGLASS PLASTPRO G7 114' TAPCONS, MIN 1 1At' EMBED ALL HOLES MIN 27 CLEARANCE TO K46SONRY EDGE FRO, -60 FL17184-M (2)3p88 FRENCH NTD ADJACENT ANCHOR 37.6, -50 DOORS MIN PASS THRU s 5 CUSTOM 8Ma- TAPCONS, MIN V EMBED ALL HOLES O WINDOW 4'XW WINDOW SYSTEMS. INC 2- MIN EDGE INSTANCE 37.6,-50 5p, -652 FL17234-R5 SH34 IN TA/'CCNS, MIN 1 1F1' EMBED ALL HOLES DOOR FIBERGLASS PLASTPRD G1 TO MASONRY EDGE 5D,-50 FLt T1B4+i5 26M MIN ¢ ADJACENT ANCEARANCE HOR 37.5.-50 S-810 CUSTOM 3119 TAPCONS. MIN 1' EMBED ALL HOLES HO WINDOW UX& WINDOW 2• MIN EDGE DISTANCE 37.6, -60 60, -76 FL17234-R5 SH 23 SYSTEMS, INC OBSCURE O 615PW CUSTOM #8 wodP SCREWS, MIN 1 1(d' EMBED ALL HOLD �, -75 WINDOW 60' x 1 B ' ARCHED WINDOW 7/18'MIM EGDE DISTANCE 37.6, -60 FL17354-R2 FG TRANS M SYSTEMS, INC GARAGE STEEL PANEL I)W X 1 iM' MIN EMBED ULTRADON I( O 856 OH LARGE DOOR CLOPAY N/A CONC ANCHOR W/ 1'OD WASHERS 46 .82 FL16546-1310 DOOR IMPACT RATED MAX 4 1r0m FACING 31.5, -38.5 S-610 CUSTOM #10 WOOD SCREWS. MN 1 1Z EMBED ALL HOLES © WINDOW 3XW WINDOW 12' MIN EDGE DISTANCE 37.5, -60 50, -75 FL17234-RB SH24 SYSTEMS. INC (M) NBNDOW 5-610 (3) SX* CUSTOM WINDOW #10 WDUD SCREWS: MIN 1 10 EMBED ALL HOLES 3T.5, -50 50, -75 12' MVN EDGE DISTANCE FL77234-R5 (3) SH24 SYSTEMS, INC O WINDOW S$10 2'X3' CUSTOM WINDOW #10 WDOD SCREWS. MIN 1 12• EMBED ALL HOLES 07.5, -W 50, -75 1R' MIN EDGE DISTANCE FL17234-R5 SH I M 33 SYSTEMS, INC BUILDING PRODUCT MODEL NUMBER MANUFACTURER ATTACHMENT METHOD DESIGN PRESSURE ASPHALT ROCWR47 OWENSCORMNG SECURE EACH TAB STRIP SHINGLEE WJ MN. ROOF SHINGLES (6) 1V RING SHANK (MIN 12 GAGE) P40OFING NAILS PER STRIP 36.45, -95.49 UNDERLAYS ROOF POLYGLASS USA POLYSRCK SELF ADHE. UNDERLAYMENTS SPACED 6' O.C. ATTHE 4' HORRONfAL LAPS AND 5' O.C. IN A GRID TITANIUM UDL 25 PLUS INTE W RAP INC 30,1E -85.49 ALTERNATE" PATTERN HAVING THREE, EQUALLY SPACED, STAGGERED ROWS IN THE FIELD OF THE SHEET. _ MODIFIED BITUMEN CETTAINTEED HOT ASPHALT 020-4DLBSRQUARE ��. � ROOF SYSTEM 1 LAYER 30# FELT. SECURE SIDING(.3W SIDING HARDIPLANK JAMES HARDIE BUILDING E DDLA.1MASONRY BLOCK STUD NAILS, HEAD DIA./ 36.46, �6.49 LAP SIDING PRODUCTS .3S .14' SHANK DVU ®10 1/7 Or (LESS THAN 20' HIGH) J CHANNELS ON 2 X 2 BATTENS SECURED WW W X 2-3I4' ELCO SOFFIT ALUMINUM M SOFFIT AMERIAX HOME PRODUCTS ULTRACON CONCRETE SCREWS, MIN EMBED 1-W, EDGE 1' MIN, -'�.' 48 PANELS 4' MIN TO ADJACENT ANCHOR HURRICANE 289e'SAFfEY EGDE' TOWN AND COUNTRY CONC TW 1/44SS TAPCONS 0 18 MAX W/ 1 3W EMBED.1 1AP EDGE DISTANCE 30.45,-96.49 PANELS STORM PANELS INDUSTRIES WOOD1/4"11W 66 TAPCONS OR 04 WOOD SCREWS X 7 EMBED 32'OC MAX ENGINEERING CRITERIA FLORIDA BUILDING CODE 2017 6th Edition Chapter 1609, Using ASCE 7-10 WIND SPEED 170mphh V (ULT), 132mph V (ASD) WIND IMPORTANCE FACTOR 1.0 R3 (enclosed) EXPOSURE C ENCLOSED BUILDING INTERNAL PRESSURE COEFFIENT - Grp = 0.18 HURRICANE PROTECTION SHUTTERS X IMPACT_ MEAN ROOF HEIGHT = 18' MAXIMUM WINDOW PRESSURE = SEE SCHEDULE MAXIMUM DOOR PRESSURE = SEE SCHEDULE MAXIMUM GARAGE DOOR PRESSURE = SEE SCHEDULE AREA CALCULATIONS LIVING AREA 109t GARAGE 42 COVERED ENTRY PORCH 49 COVERED LANAI 22 TOTAL UNDER ROOF 3,11 GENERAL NOTES: 1. Construction shall follow Florida Building Code as adopted by the County or City in which the building is to be constructed with all applicable ammendments. 2. The Contractor, Subcontractor, Supplier, Etc shall verify all dimensions, conditions at the jobsite plans and Specifications. 3. All written dimensions on these drawings take precedence over scaled dimensions. 4. Structural features not detailed on these plans will be addressed I O N Master Bedroom 9 CLG 283 IS 12,367 CF R-11 Garage 9 OLD (MEASURED FROM INTERIOR FIN SLAB ELEV) O 18'-Cr 4'-0' Bath r IOSet ��jj 966F(7�CF /�O\A I 31 SF/248 CF BEARING WALL SEE DETAIL ABOVE. 2ND FLOOR LANDING S' CLO Closet OLD HT VARIES 53 SF / 424 OF 11 7 /28 SC/224 OF 1oEkl �3�/1:6�6R1 0 Laundry S' CLO 64SF/612CF SH 26 I am 23'-6� I Lanai Pantry B' CLG 9 CLG T&G CYPRESS CEILING 37 SF /296 CF (MEASURED FROM ATTACHED TO EACH TRUSS INTERIOR RN SLAB W/ (2)16d %.-,e ELEV) 4'-10 o SHJ O O01 --J 1001 L--- 0 SOFFIT Kitchen `6at°�' CLG VARIES 217 SF / 1.S97 CF ICRowAv u d�P �� o; �� e e 11'-9 1 /2- FIT � 9) ----------------� I 0" 9 CLG R-19 GATT INSUL 8.-7' 10'-10 1 /2' Entry Porch BEAM ABOVE y� L._.-.-....... ...... ...... ...... ...... _.. 28'-10' FER 9, CLO Great Ro 9 CLG 50 OF 14,742 CF 10'-10 T&G CYPRESS OEIUNG ATTACHED TO CEILING JOISTS W/ (2) 16d EACH JOIST 6'-10 SH 25 Bedroom 3 9 CLG 148 SF / 1.332 OF 4 0 • O 1 I T` ..7EA Z BRING WAIL Bath 2 9 CLG X-6' L 47 BF J 423 CF M1 HALL & CLG 38 SF 1304 OF 8'-7" Bedroom 2 9' CLG 302 OF 12,708 OF — rt — — — — — — BEAM ABOVE ---BEAM ABgVE—.__—--------�.__ _____---- i .—.—.—. ._._. _. ._._._._ EAVELINE—.—._.—.—._.—.—.—.—.—.—._� 1W-11/2- 1 10'-11/V r IV-1 1/2- Floor Plan 10--1 1/2' REVISIONS PLAN REVIEW NOV. 21, 2018 O IL a W Di °C Z IL ❑ a) TZ LL a� W Ir LU d -C 00 O 0 W 1— 2 UL •I ��l"l r� uJ (( lv W Q � U (0 (Y) (Ur�) CU o _0 J( O LL 0d 6 fr L N 2 CL I DD D L 0 co CO Cd CO J �yQ W ... O C (� � r a) � O 00 DD `` U r r DRAWN 1R DATE 08/21/2018 SCALE AS SHOWN JOB NO. SHEET 2 of 7 REVISIONS DOOR / WINDOW BUCK NOTES WINDOWS 2x CUSTOM (WIDTH OF WDW PT BUCKS ATTACHED TO CBS WITH 1/4" DIA x 4" LONG S.S. TAPCONS, 4" FROM EACH END, 12" OC REMAINDER 1" CUSTOIM WIDTH OF WDW) PT BUCKS ATTACHED TO CBS 1 /4"x2(1 /4) FLAT HEAD TAPCON ® 17(1 /2)" O.C. MAX DOORS "X CUSTOM (WIDTH OF DR JAMB) PT BUCK ATTACHED TO CBS WITH 1 x 4" LONG S.S. TAPCONS, 4" FROM EACH END, 12" OC REMAINDER OR 1" CUST WIDTH OF WDW) PT BUCKS ATTACHED TO CBS 1/4 1) x2(1/4) T HEAD TAPCON ® 17(1 /2)" O.C. MAX GARAGE DOOR 2"X6" PT ATTACH CBS WITH EITHER 5/8"dia X 6" LONG POWERS C TE SCREWS ® 2))4" O.C. & WITHIN 6" OF EA. END OR W/83"xD13"xX1/4 GHERS & WFTHIND6H OFD EA. ENDANCHORS ®24" O.C. 4 ST. LUCIE COUNTY WINDOW / DOOR SPECIFI FFIDAVIT SEE FLOOR PLAN AND ELEVATIONS FOR LOCATIONS OPENING PRODUCT NOMINAL SIZE AND WNDOW OR GLASS ATTACHMENT BUILDI �. - DESIGN RODUCT GN STATE CODE ACCEPTANCE ID MODEL NUMBER DOOR MFG'R. SPECIFICATION METHOD PRESSURE ,. _6,. NUMBER q O WINDOW 5-61V 3 CUSTOM WINDOW 3F8"TAPCONS, MIN ,"EMBED ALL HOLES 37.5, 50, -71 17234-R1 SH 25 SYSTEMS, ]NO 2° MIN EDGE DISTANCE -50 .6 4 DOOR FIBERGLASS 1/4" TAPOONS, MIN 1 1/4" EMBED ALL HOLES'., O 3068 DOOR PLASTPRO G1 MIN 2' CLEARANCE TO MASONRY EDGE 50, -50 FL171 S . W/ SIDELITES 4' MIN TO ADJACENT ANCHOR 37 5 50 S-810 CUSTOM 3/1 fP° TAPCONS, MIN 1- EMBED ALL HOLES © WINDOW 2'X5' WINDOW 2^MIN EDGE DISTANCE 37.5,-50 50,-72.9 FL17234-R1 SH 12 35 SYSTEMS, INC O WINDOW 515 PW 2' FG OCTAGON CUSTOM WINDOW #8 WOOD SCREWS, MIN 1 EMBED ALL HOLES MIN GDE 37 50, -75 FL1354-R, OBSCURE SYSTEMS, INC OBSCURE 7/16' DISTANCE12 5 50 FIBERGLASS 1/4' TAPOONS, MIN 1 1/4" EMBED ALL HOLES EO DOOR M3068 FRENCH PLASTPRO G1 MIN X CLEARANCE TO MASONRY EDGE 37.5, -50 50, -50 FL17184.24 DOORS MIN 4' TO ADJACENT ANCHOR PASS THRU S-610 CUSTOM 3/16TAPCONS, MIN 1"EMBED ALL HOLES O WINDOW 4'X4' WINDOW SYSTEMS, INC 2' MIN EDGE DISTANCE 37.5, -50 50, -65.2 FL17234-R1 SH34 1/e TAPCONS, MIN 11/4"EMBED ALL HOLES © DOOR FIBERGLASS PLASTPRO G, MIN 2' CLEARANCE TO MASONRY EDGE 37 5 50 50, -50 FL17184.21 2668 4' MIN TO ADJACENT ANCHOR S-610 CUSTOM M P' TAPOONS, MIN 1"EMBED ALL HOLES HO WINDOW 3'X3' WINDOW 2" MIN EDGE DISTANCE 37.5, -50 60, -75 FL17234-R1 SH 23 SYSTEMS, INC OBSCURE 615 PW CUSTOM #e SCREWS, MIN t t2° EMBED ALL HOLES 0 WINDOW 60' X 18' ARCHED WINDOW aWOOD MIN 7/16" MIN EGDE DISTANCE 37.5, -50 501-75 FL1354-R1 FG TRANSOM SYSTEMS, INC GARAGE STEEL PANEL 1/4• X 1 1/4' MIN EMBED ULTRACON O B4a8' OH LARGE DOOR CLOPAY N/A CON(, ANCHOR W/ 1"OD WASHERS 31.5, -38.5 46, -52 FL16546-RB DOOR IMPACT RATED MAX 412oc " SPACING S-610 CUSTOM #10 WOOD SCREWS, MIN 1 12" EMBED ALL HOLES © WINDOW 3'X4' WINDOW 12' MIN EDGE DISTANCE 37.5. -50 50, -75 FL17234-R1 SH24 SYSTEMS, INC O WINDOW 8-610 3) 3X4' CUSTOM WINDOW #10 WOOD SCREWS. MIN 1 ,2" EMBED ALL HOLES 37.5, -50 50, -75 12' MIN EDGE DISTANCE FL17234-Rt (3) SH24 SYSTEMS, INC NO WINDOW 8-810 2'X3' CUSTOM WINDOW #10 WOOD SCREWS. MIN 1 12" EMBED ALL HOLES ., 375-50 50, -75 SH 12 33 SYSTEMS, INC 12' MIN EDGE DISTANCE FL17234-R1 BUILDING STATE CODE PRODUCT MODEL NUMBER MANUFACTURER ATTACHMENT METHOD ACCEPTANCE PDESIGN RESSURE NUMBER ASPHALT ROOFING OWENS CORNING SECURE EACH TAB STRIP SHINGLE W/ MIN. ROOF SHINGLES (8) 1V RING SHANK (MIN 12 GAGE) ROOFING FL10674-R12 NAILS PER STRIP 36.45, -95.49 POLYGLASS ROOF POLYGLASS USA POLYSTICK SELF ADHIERING FL5259-R26 UNDERLAYMENTS AMI-DADE APPROV DNAIL9 TITANIUM UDL 25 PLUS INITERWRAP, INC. SPACED B" O.C. AT THE 4" HORIZONTAL LAPS AND B" O.C. IN A GRID 38.45, -95.49 FL14-0BUn.19 "ALTERNATE"PATTERN HAVING THREE, EQUALLY SPACED, STAGGERED ROWS IN THE FIELD OF THE SHEET. MODIFIED BITUMEN CERTAINTEED HOT ASPHALT@20-4OLBS/SOUARE 36.45,-95.49 ROOF SYSTEM 1 LAYER 30# FELT. SECURE SIDING TO MASONRY SIDING HARDIPLANK JAMES HARDIE BUILDING BLOCK W/"ERICO STUD NAILS' (..`4(r HEAD DIA/ 36.48, -95.49 FL 13192.2 LAP SIDING PRODUCTS .14' SHANK DIA) @ 10 12" OC (LESS THAN 2(Y HIGH) J CHANNELS ON 2 X 2 BATTENS 61ECURED W)3/16" X 2-3t4" ELCO SOFFIT ALUMINUM 'V SOFFIT AMERIAX HOME PRODUCTS ULTRACON CONCRETE SCREWS, MIN EMBED 1.25', EDGE 1 • MIN, 36A5 FL 5896-R4 PANELS 4" MIN TO ADJACENT ANCHOR. CONC: 1/4"ITW Be TAPCONS @ 10"OC MAX W/ 1 3/4" EMBED, 1 1/4' HURRICANE 289e "SAFTEY EGDE' TOWN AND COUNTRY INDUSTRIES EDGE DISTANCE 45,-95.49 FL12855.2 PANELS STORM PANELS WOOD: 1/4"ITW 88 TAPCONS OR #4 WOOD SCREWS X 2" EMBED dt 1320C MAX ENGINEERING CRITERIA FLORIDA BUILDING CODE 2017 6t "ion Chapter 1609, Using ASCE 7-10 WIND SPEED 170mphh V 132mph V (ASD) WIND IMPORTANCE FAC 1.0 R3 (enclosed) EXPOSURE C ENCLOSED BUIL INTERNAL PRESSURE COEFFIENT - Gcp = 0.18 HURRICANE P CTION SHUTTERS X IMPACT_ MEAN RO IGHT = 18' MAX WINDOW PRESSURE = SEE SCHEDULE MAXIMUM DOOR PRESSURE = SEE SCHEDULE MAXIMUM GARAGE DOOR PRESSURE = SEE SCHEDULE AREA CALCULATIONS LIVING AREA 1,960 GARAGE 430 COVERED ENTRY PORCH 495 COVERED LANAI 227 TOTAL UNDER ROOF 3,1112 GENERAL NOTES: 1. Construction shall follow Florida Building Code as adopted by the County or City in which the building is to be constructed with all applicable ammendments. 2. The Contractor, Subcontractor , Supplier, Etc shall verify all dimensions , conditions at the jobsite plans and Specifications. 3. All written dimensions on these drawings take precedence over scaled dimensions. 4. Structural features not detailed on these plans will be addressed 2'-11" 0 N 1 1 •-6" > m Master Bedroom N m m � v 9' CLG R-11 BATT a- .x SEE 2ND FI 5'-0• Pantry 4'-0" FL.a-9_ SECTIONAL VIEW MAX 12 STEPS BETWEEN LANDINGS PLAN VIEW C FFE + 4" -%'-J,- TO FIRST FLOOR PLAN 10000p," +-4'-0 ATTIC FLOOFLANDING FLOOR PLAN ❑° — — BEAM ABOVE — Lanai 9 CLG T&G CYPRESS CEILING (MEASURED FROM ATTACHED TO EACH TRUSS INTERIOR FIN SLAB W/ (2) 16tl ELEV) T Master `; o Bath Q oset =0 4'-10 1/z" 11'-9 1/2• I 6' CLO (2)3088 FRENCH O DOORS Q^ SH3 3066 =-- 2B68==== _ 2068 E1 O O EIEI SOFFIT — — _J 00 L — — (bot @ 8) 0 8'CLG I r ING WALL I SOFFIT 2868 n Kitchen (bot@8) N 2 Garage N b 9' CLG (MEASURED FROM a INTERIOR FIN SLAB N EV) 20'-0" OR-19 BATT INSUL 18,-0" 7,-6• —4�—� BEAM ABOVE MICROWAVE 0 tliep 0 N\ C7� � F � 0 0 SOFFIT (bot @ 8) -----------------I I oPn'9 B' CLG J Laundry 6' CLG 9' CLG 9' CLG 15•-6• :F 3068 DOOR Great Room W-10^ 13'—O" 6'-6' 9' CLG Bedroom 3 166 2"x4" BEARING W/ Bath 2 3'-6• s' CLG i. 7'-10" 8' CLG c O A Bedroom 2 FP 9'CLG I BEAM ABOVE SH 25 ° SH 25 1 1 O -- R-19 BATT INSUL O 19 BATTI SUL I I A CRESS A SH 25 EGRESS SH 25 6-2• '6_7^ O 10-101/z' 10'-101/2• 8'-7" O 5'-3• I � Entry Porch ATTACHHEDEDTOCCEILING ATTACHED CEILING JOISTS W/ M) led EACH JOIST " II II II II BEAM ABOVE BEAM ABOVE _ _ _ — — — — — — - - — — — — — — — — — — — — — — — — EAVE LINE L.—.—.—.—._.—.—.—.—.—.—.—.—.—._._.—.—.—._. .—...—. —.—.—.—.—._._—.—.—.—._.—.—.—.—. 10'-1 1/2" 10,-1 1/2" f 10•-1 1/2" Floor Plan ■I Q O ILL ° N W W z ro (_` W lL o LL \ / o rC) W 0 W W 0 W 00 LL z 4 `) N W U O �C0 r� Q � vJ V Ca I Q O _x O o W 0 1 = Q �(0 Q I 7 Ca D Ir Qa CO m Ln m 0 0ED U5 Co 0 00 Ur J DRAWN DATE 08/21/2018 SCALE AS SHOWN JOB NO. SHEET 2 of 7 (3)2"X12" SPF#2 WOOD HTS 16 W/ (16) 1 OD EACH RAFTER TO BEAM BEAM W/ \- PLWD FLITCH PLATE NAIL EACH APPLICATION W/ 16d GALV NAILS 0 8"OC STAGGERED --�. GALV DRIP EDGE — 1 %2" PT DRIP - 1 •X8"FASCIA - (2) ST22 HORIZONTAL STRAPS IN -LINE CENTER POST CONNECTION: — ST22 VERTICAL STRAP FROM SECURE TO BEAM W/ (4) SIMPSON COLUMN TO EACH BEAM ST-22, (2) EACH SIDE \ SEE DETAIL FOR CORNER \ CONNECTION CORNER TYPICAL CONCRETE BOND BEAM LINTEL "CAS' SEE LINTEL 1 FOR REINFOF AND FILLING, BLOCK WALL " MIN COLUMN S (SEEP .OPEN FOR WINDOW - NOTE PROVIDE CASTCRETE LINTEL OR POUR SOLID 8" DEEP (MIN) O EACH WINDOW SILL BOTTOM NOTE: OTSEE FOUNDATION PLAN FOR COLUMN LOCATIONS AND REINFORCING) TYPICAL WINDOW OPENING IN BLOCK WALL DETAIL SCALE 3/8'=1'-0" NOTE: THE INSTALLATION OF GLAZING PROTECTION DEVICES HAS BEEN CONSIDERED IN THE DESIGN OF THE SUPPORT STRUCTURE. QEAET� LBTOP PLATES 1G W/ FLAT WASHERS(3-) 1 O TOP, 10 BOTTOM, 2 EQUAL SPACED OR TYP BLOCK WAL SCREWS- W/ 3"x I"X 6-VSTL WASHERS 1 O TOP, 10 BOTTOM, 2 EQUAL SPACED DBL 20X PT END STUDS W/ SP6 or BEACH STUD TO TOP/ R BOTTOM PLATES NOTE: SEE TYPICAL INTERIOR BEARING WALL SECTION FOR STUD SPACING AND FOR WALL ANCHORING DETAILS -PT SILL PLATE 12" I / `1 1/2" NOTE: SEE FOUNDATION PLAN FOR FOOTING REQUIREMENTS. BEARING WALL TO BLOCK 0 0 SEE FOUND. PLAN FLAT ROOF MATERIAL BITMEN OR SIMILAR) INSTALLED PER MANUFACTURER ECS OVER 5/8" CDX PLYWOOD SECURED TO RAFTERS W/ 16d RING SHA 4K NAILS 0 6" OC MAX THROUGHOUT (EN RE ROOF NAILED AS AN END ZONE) OVER 1" THICK FOAM BOARD INSULATION NOTE: PLYWOOD 0 BE INSTALLED PERPENDICULAR To FRAMING AND STAGGERED END 40INTS 12 114 '-2"X8- SPFf2 O 1670C MAX '-(3)2'x12' SPF#2 WOOD E W/ 1/2' PLYWD BETWEE 'x TRIM AT TOP OF POST TC 6"x6" PT POST -CBS66 W/ (2) 5/8' BOLTS CHPOST Px W CEDAR TRIM AROUNLY BOTTOM OF POST L1 1X6' T&G 2x6• BLOCKING BETWEEN RAFTERS @ N-V OC MAX STAGGERED COVERED ENTRY ALV FLASHING d PROVIDE 2"X4" BLOCKING 0 24" O.C. 1/2" DRYWALL 2X4" TOP PLATE CEILING w i 2"x4" SPF#2 WOOD STUDS O 24" OC MAX (2_ )16d TOE NAILS EACH 1/2" DRYWALL 1 2" DRYWALL ND OF EACH STUD TO BLOCK WALL PLATES 1 1/4" HEX HEAD SCREWS 0 24-OC 1/2" DRYWALL SHOT NAILS 0 24" 0. 211X4" SILL PLATE -III- (NON —BEARING) II I Entry Detail WOOD INTERIOR WALL SECTION CLEAN COMPACTED, TF EATED FILL SCALE scale: 1/2" = 1'-0" II SP4 (6 OR 8) O EACH STUD TOP AND BOTTOM - SEE ROOF PLAN FOR HEADER REQUIREMENTS TS-22 "SIMPSON" O EACH STUD 10d ALL HOLES TO OD TYPICAL HEADER DgTAIL SCALE (2) 2"X TOP PLATE 1/2" DRYWALL PROVIDE (1) ROW OF 20X LATERAL BRACING 0 MIDPOINT OF WALL WALLS 10'-0" HIGH OR LESS _ (1 ROW) WALLS HIGHER THAN 10'-Cr _ (2-ROWS) 1/2- DRYWALL 2-X PT SILL PLATE SECURED TO FOOTER W/ 5/8-X 6- POWERS CONCRETE SCREWS W/ 3-X3"X1/4" STEEL WASHERS 0 24" O.C. (DO NOT USE EXPANSION ANCHORS) ROOF TRUSSES 0 24" O.C. (SEE ROOF PLAN) CONNECTOR SCHEDULE/NOTES DOUBLE TOP PLATE (SEE PLAN) WOOD STUDS 0 16" O.C. TEND HEADER -j WALL STUDS I HEADER STUDS PRE ENGINEERED ROOF TRUSSES 0 24" D.C.- CONNECTOR PER ROOF PLAN GALV. METAL DRIP EDGE _-JWF BEARING--------- SEE PLAN. P.T. 1"X2" DRIP EDGE 1"X8"FASCIA S ALUMINUM STUCCO OVER PAPERBACK METAL LATH ON 1/2- PLYWOOD SHEATHING NAILED W/ 8d 4" OC 2"X Sp #2 WOOD 0 EDGES, 6 O/C IN FIELD -RUN PLYWOOD TO BOTTOM STUDS 16" O.C. OF BAND BOARD W/ Sp or B EACH STUD TO TOP/ / SOTTO PLATES DRYWALL PROVIDE (1) ROW OF 2"X6" LATERAL Z BRACING 0 MIDPOINT OF WALL o. WALLS 10'-0" HIGH OR LESS = (1 ROW) iw WALLS HIGHER THAN 10'-0" _ (2-ROWS) rn STUCCO WEEP SCREEN GRADE E FOR FOOTING SIZE AND REINFORCING STEEL REFER TO FOUNDATION PLAN INTERIOR BEARING PARTITION SCALE 1/2 =1'-D" 12 6 -0000 PROVIDE 20X4" BLOCKING 0 24" O.C. 1/2" DRYWALL 2X4" TOP PLATE 4" METAL STUDS 0 24" OC MAX 1/2" #8 PANHEAD SCREWS TO CHANNEL TOP AND BOTTOM 1/2- DRYWALL (NON —BEARING) METAL INTERIOR WALL SECTION SCALE 1/2• _ 1'-0" ASPHALT ROOF SHINGLES MIN. 1300 LB (30 YR. WARRANTY) AS PER BUILDER SELECTION FOR COLOR. SECURE EACH TAB STRIP SHINGLE W/ MIN. (6) 1\" RING SHANK (MIN 12 GAGE) ROOFING NAILS PER STRIP OVER MIN. 1 LAYER OF ALL CLIMATE SELF -ADHERING UNDERLAYMENT W/ DIVER" SIDE LAPS AND 6" END LAPS 5/8" COX EXTERIOR GRADE APA PLYWOOD INSTALLED PERPENDICULAR TO THE ROOF FRAMING, WITH END JOINTS STAGGERED. NAIL TO TRUSSES W/ Bd RING SHANK NAILS MIN. 12" OC INTERMEDIATE AND MIN 6. OC AT EGDES GABLE ENDS SHALL BE NAILED WITH 10d COMMON, GALVINIZED NAILS (0.148" DIA. X 3" LONG WITH 0.312" DIA. FULL ROUND HEAD) 0 4. O.C. PRE ENGINEERED ROOF TRUSSES 0 24" O.C. CONNECTOR PER /R-30 INSULATION MIN ROOF PLAN SEE ENERGY CALCULATION 2"X4" S.P.F. �f2 LATERAL BRACING GALV. METAL PER TRUSS ENGINEER SPECS DRIP EDGE jh TRUSS BEARING _ _ qV SEE PLAN / I P.T. 1"X2" DRIP EDGE) DOUBLE 2"X60 TOP SEE PLAN PLATE 1"X8"FASCIA SIMPSON SP6 f EACH STUD OVER TOP PLATES ALUMINUM SOFFIT �-R-i9 BATTINSULATION 2`X6' SPF #2 STUDS 0 16" O.C. --1/2" DRYWALL ///��� 2-X6" PT PLATE / SIMPSON SP6 / EACH STUD TO SINGLE 2"X6" PLATE 10d NAILS ALL HOLES EACH STRAP /2" J-BOLTS 0 16" OC MAX _ FLOOR EL.++r 00--0 SEE FOUNDATION PLAN FOR SLAB / FOOTING SPECIFICATIONS TYPICAL WALL SECTION SCALE 1 =1 —0 STUCCO FINISH OR HARDI-PLANK LAP SIDING (SEE ELEV) 1 LAYER 30Y FELT. SECURE SIDING TO MASONRY BLOCK W/ ERICO STUD NAILS" (.30" HEAD DIA.( .14" SHANK DIA) 0 10 1/2" OC (LESS THAN 20 HIGH) FILL ALL COLUMNS AND _,--� BEAMS W/ 3,000 P.S.I. COARSE GROUT 8"to 11" SLUI (ASTM A476) FLOOR SLAB EL+O 0" 6" MIN R-30 INSULATION MIN SEE ENERGY CALCULATION X4" S.P.F. #Z LATERAL BRACING - PER TRUSS ENGINEER SPECS 1/2" DRYWALL 1-X4" PT DRAFTSTOP CONTINUOUS `CONCRETE BLOCK BOND BEAM TWO COURSE OF H-BLOCK BLOCK W/ #5 CONT. EACH ROW AT OPENINGS REPLACE LOWER COURSE W/ LINTEL (SEE OPN'G DETAIL THIS PAGE) — 1DRYWALL OVER 1 X2" PT FURRING STRIPS 0 24" O.C. —R 5.0 INSUALTION - 8"X8"X16" CONCRETE BLOCK #5, GRADE 60 REBAR VERT (30"MIN LAP) (SEE FOUNDATION PLAN) 4" THICK CONCRETE SLAB (SEE FOUNDATION PLAN) I' 6 MIL POLYETHYLENE 12" MIN-- VAPOR BARRIER SEE FOUNDATION PLAN / FOR FOOTING SIZE AND WELL COMPACTED) REINFORCING TERMITE TREATED CLEAN FILL STANDARD 10" HOOK TYPICAL WALL SECTION SCALE 1/2"=11-0" REVISIONS 1 PLAN REVIEW NOV. 21, 2018 O LL >, W C zCo�-a W °� W 0 0 (D LL N W ma) wa L 00 W f M to z Q W _< 0 CD 0 Cr C!J co co T r .� O 0 W 0 LL "4, C1 i N Q T UJ Q U U OD D i ca '"l m J W U) OJ 0 �00 r- / \ r T !!�� VJ LOOR SLAB EL+O'-0" VWN TR DATE 08/21/2018 SCALE AS SHOWN JOB NO. SHEET 3of7 FLAT ROOF MATERIAL (BI1MEN OR SIMILAR) INSTALLED PER MANUFACTURER SPECS OVER 5/8" CDX PLYWOOD SECURED TO RAFTERS W/ 16d RING SHANK NAILS ® 6" OC MAX 3 THROUGHOUT (ENTIRE:ROOF NAILED AS AN END ZONE) ( ) 2"X12" SPF 2 WOOD HTS 16 Wf (16) 10D EACH RAFTER TO BEAM OVER 1„ THICK FOA BOARD INSULATION GALV FLASHING BEAM W/ \' PLWD FLITCH PLATE NOTE: PLYWOOD TO BE INSTALLED NAIL EACH APPLICATION W/ PERPENDICULAR TO RAMING AND 16d GALV NAILS 0 8 OC STAGGERED STAGGERED END JOINTS 12 " GALV DRIP EDGE 114 Q 1 %2' PT DRIP 1"X8"FASCIA 2"X8" SPF#2 (RIPPED TO �12 00 PIT H) 016"OC MAX 1"X6"T&G YP SS CEILING (3)2"x12" SPF#2 WOOD BEAN2'X6" BLOCKING W! 1(2" PLYWD BETWEEN BETWEEN RAFTERS @ 4'-0" OC MAX STAGGERED (2) ST22 HORIZONTAL STRAPS IN -LINE 1"xTRIM ATTOP OFPOST TOC VERC N CTORS BLOCK WALL CENTER POST CONNECION: _/ ST22 VERTICAL STRAP FROM SECURE TO BEAM W1 (4)SIMPSON s^xs"PT POST COLUMN TO EACH BEAM ST-22, (2) EACH SIDE COVERED ENTRY \ SEE DETAIL FOR COINER CONNECTION CORNER TYPICAL CONCRETE CONCRETE BOND BEAM LINTEL "CASTCRETE" SEE LINTEL SC FOR REINFORCINGNG AND AND AND FILLING, IF REQ D. TOP ( WALL irrx_-w4T4q CONCRETE BLOCK WALL "MIN COLUMN S (SEE PLAN . _OPEN FOR WINDOW NOTE: PROVIDE CASTCRETE LINTEL OR POUR SOLID 8" DEEP (MIN) O EACH WINDOW SILL BOTTOM '6� NOTE: FOOTER (SEE FOUNDATION PLAN FOR COLUMN LOCATIONS AND REINFORCING) TYPICAL WINDOW OPENING IN BLOCK WALL DETAIL SCALE 3/8"=1'-0" NOTE: THE INSTALLATION OF GLAZING PROTECTION DEVICES HAS BEEN CONSIDERED IN THE DESIGN OF THE SUPPORT STRUCTURE. - CBS66 W! (2) 5,V BOLTS EA H POST 1"x 6" CEDAR TRIM AROUND BOTTOM OF POST L T(= I�III—MITI Ent Deta III SEE FOUND. PLAN �� CLEAN COMPACTED, TREATED FILL (2) 2"X TOP PLATE DOUBLE TOP PLATES DRYWALL SP4 (6 OR 8) O EACH STUD TOP AND BOTTOM - SEE ROOF PLAN FOR HEADER REQUIREM NTS TS-22 "SIMPSON" O EAC STUD 10d ALL HOLES TO WO D TYPICAL HEADER DE 12" (4) HIL11 PINS (DN72PB) W/ FLAT WASHERS(3-) 11 0 TOP, 10 BOTTOM, 2 EQUAL SPACED PROVIDE (1) ROW w (4) 5/8" X 6" POWERS CONC OF 2"X LATERAL SCREWS W/ 3"x I" STL WASHERS BRACING 0 MIDPOINT 1 0 TOP, 10 BOTTOM, 2 EQUAL SPA OF WALL WALLS 10'-0" HIGH OR LESS = (1 ROW) a W/ SP6 or BEACH STUD TO P/ 2"X PT END STUDS W/ WALLS HIGHER THAN 10'-0" _ (2-ROWS) o BOTTOM PLATES w 1/2" DRYWALL / NO SEE TYPICAL INTERIOR 8 ING WALL SECTION w R STUD SPACING AND FOR ALL ANCHORING DETAILS " 2 X PT SILL PLATE SECURED TO SILL PLATE FOOTER W/ 5/8"X 6" POWERS CONCRETE SCREWS W/ 3"X3"X1/4" STEEL 12" 1/2' �PT WASHERS 0 24" O.C. (DO NOT USE EXPANSION ANCHORS) 1 SEE FOUNDATION PLAN 'OOR FOOTING REQUIREMENTS. B RING WALL TO BLOCK SEE ROOF TRUSSES 0 24" O.C. (SEE ROOF PLAN) WOOD iI scale: 1/2" = 1'-I TOP PLATE P` STUDS HEADER STUDS PRE ENGINEERED ROOF TRUSSES 0 24" D.C.- 3/8"=1'-0" CONNECTOR PER ROOF PLAN GALV. METAL DRIP EDGE _-JPUaDEAEINO--------- SEE PLAN P.T. 1"X2" DRIP EDGE SCHEDULE/NOTES 1"XB"FASCIA S ALUMINUM SOFFIT 1/2" DRYWALL 0 24"rCv� --� PROVIDE 2"X4" BLOCKING 0 24" O.C. 1/2" DRYWALL 2X4" TOP PLATE 4" METAL STUDS r 0 24" OC MAX 1/2" #8 PANHEAD SCREWS TO CHANNEL TOP AND BOTTOM 1/2" DRYWALL (NON —BEARING) METAL INTERIOR WALL SECTION SCALE 1/2' = 1'-0" ASPHALT ROOF SHINGLES MIN. #300 LB (30 YR. WARRANTY) AS PER BUILDER SELECTION FOR COLOR. SECURE EACH TAB STRIP SHINGLE W/ MIN. (6) 1\" RING SHANK (MIN 12 GAGE) ROOFING NAILS PER STRIP OVER MIN. 1 LAYER OF ALL CLIMATE SELF -ADHERING UNDERLAYMENT W/ MIN 4" SIDE LAPS AND 6" END LAPS OVER 5/8" COX EXTERIOR GRADE APA PLYWOOD INSTALLED PERPENDICULAR TO VIE ROOF FRAMING, WITH END JOINTS STAGGERED. NAIL TO TRUSSES W/ 8d RING SHANK NAILS MIN. 12" OC INTERMEDIATE AND MIN 6" OC AT EGDES GABLE ENDS SHALL BE NAILED WITH 10d COMMON, GALVINIZED NAILS (0.148" DIA. X 3" LONG WITH 0.312" DIA. FULL ROUND HEAD) 0 4" O.C. PRE ENGINEERED ROOF 12 TRUSSES 0 24" O.C. CONNECTOR PER 6 R-30 INSULATION MIN ROOF PLAN SEE ENERGY CALCULATION 2"X4" S.P.F. #2 LATERAL BRACING GALV. METAL PER TRUSS ENGINEER SPECS DRIP EDGE _ TRUSS BEARING SEE PLAN P.T. 1"X2" DRIP EDGE) SEE PLAN DOUBLE 2"X6" TOP PLATE 1"X8"FASCIA I SIMPSON SP6 I EACH STUD OVER TOP PLATES ALUMINUM SOFFIT R-19 BATT INSULATION STUCCO OVER PAPERBACK METAL LATH 2"X6" SPF #2 STUDS 0 16" O.C. ON 1/2" PLYWOOD SHEATHING NAILED W/ 8d 4" OC 2"X SPF42 WOOD O EDGES. 6" 0/C IN FIELD -RUN PLYWOOD TO BOTTOM STUDS 0 16" O.C. OF BAND BOARD W/ SP6 r 8 EACH STUD TO TOP/ 1/2" DRYWALL BOTTOM LATES PROVIDE (1) ROW 2"X6" PT PLATE OF 2"X6" LATERAL BRACING O MIDPOINT SIMPSON SP6 EACH STUD TO SINGLE 2"X6" OF WALL PLATE d WALLS 10'-0" HIGH OR LESS = (1 ROW) d NAILS ALL HOLES EACH STRAP w WALLS HIGHER THAN 10'-0" _ (2-ROWS) Cn / STUCCO WEEP 1/2" J-BOLTS 0 16" OC MAX SCREEN jg E _ FLOOR SLAB_ EL.+O'-0 GRADE . z N � JERM�ITEHIe'L5�/ — 1/2 DRYWALL " SEE FOUNDATION PLAN FOR SLAB / FOOTING SPECIFICATIONS TYPICAL WALL SECTION SCALE 1 =1 —O FOR FOOTING SIZE AND REINFORCING �\ / STEEL REFER TO FOUNDATION PLAN INTERIOR BEARING PARTITI N STUCCO FINISH OR HARDI-PLANK LAP SIDING (SEE V) 1 LAYER 30# FELT. SECURE SIDIN 0 MASONRY BLOCK W/ ' ERICO STUD NAILS" (.30" AD DIA. .14" SHANK DIA) 0 10 1/2" OC (LESS N 20 HIGH) FILL ALL COLUMNS AND _/ BEAMS W/ 3,000 P.S.I. COARSE GROUT 8"to 11" SLUI (ASTM A476) FLOOR SLAB EL.+O 7 0 6" MIN R-30 INSULATION MIN SEE ENERGY CALCULATION 2"X4" S.P.F. #2 LATERAL BRACING PER TRUSS ENGINEER SPECS 1/2" DRYWALL 1"X4" PT DRAFTSTOP CONCRETE BLOCK BOND BEAM TWO COURSE OF H-BLOCK BLOCK W/ #5 CONT. EACH ROW AT OPENINGS REPLACE LOWER COURSE W/ LINTEL (SEE OPN'G DETAIL THIS PAGE) — 112" DRYWALL OVER 1 X2" PT FURRING STRIPS 0 24" O.C. ^—R 5.0 INSUALTION — 8"X8"X16" CONCRETE BLOCK _ #5, GRADE 60 REBAR VERT (30"MIN LAP) (SEE FOUNDATION PLAN) 4" THICK CONCRETE SLAB (SEE FOUNDATION PLAN) � � IL POLYETHYLENE 12" IN BARRIER SEE FOUN PLAN / FOR FOOTING D WELL COMPACTED— REINFORCING TERMITE TREATED CLEAN FILL STANDARD 10" HOOK TYPICAL WALL SECTION SCALE 1/2"=1'-0" REVISIONS 6C LL >1 W E ro U z p ro LL N °� O LL. in W W z L I— 0) W O 00 m a. 0 LL 2: 1 f W Q U CID �O Cl) CC (0 Ly) � Ca Q LO O LL I Q 0_ i L 7 00 Q lV Ca Co Ca W U a � N N D7 O 00 r VJ _OOR SLAB EL.+O'-O" DRAWN TR DATE 08/21 /2018 SCALE AS SHOWN JOB NO. •, SHEET I3of7 SCALE 1/2"=V-O" N ■ CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN SNOW DESIGN DESIGN UNDERLAYMENT JAZARD FREEZING ANNUAL Speedd (m h) Topographic I effectsk Special wind I reions Wind-bome debris zone,,, Weatheiinga Frost line de thh Temute� LOAD CATEGORYr TEMpe REQUIREDh Se. INDEX TEMPI NA 160 MPH NONE I NA YES NA N gbgi lc NA Very Hcavc 36 NA NA NA NA r— C-2AI \/ FI A.gHlNlr, \_SIMPSON HU28 JOIST HANGER (TYP) TONGUE & GROOVE 1 " X 6" CEILING (2) FINISH NAIL TO EACH RAFTER PORCH ROOF FRAMING CONNECTION DETAIL N.T.S. PT FURRING PT FURRINCs� STRIP STRIP DRYWALL DRYWALL r �. C05 STRUCTURE CBS STRUCTURE - PT BUCK PER = PT SUCK PER ._ DOOR / WINDOW DOOR / WINDOW BUCK NOTES BUCK NOTES CEMENT DOOR INSTALLED PER DRYWALL FINISH DRYWALL CAULK MF:s'R SPECS. AND NOA CK AUL CAUL DOOR TRIM FLOOR MATERIAL - CAULK DOOR INSTALLED PER MFG'R. SPECS. AND NOA CONCRETE FOUNDATION SILK. HEAD SIDE STAIR HEAD DETAIL GUEST BATH ENLARGED FLOOR PLAN A r m(Pmw K/nim 91 IAL x r x w ism .mt K rxFxmme x i srwu.xam 4 QI IAL E xxOlE r x C nme JmT F. XNgW W WM, K r I IF MUM UM" to nitw WVH K rxw Inoaxv rmm x ► mt mr4m max A %A&Z" R r x Ti twat Umt a xn�ovxOac �xnnsam mane K r I V JLMM* N. NOTES: 1) BATHROOMS SHALL COMPLY WITH MINIMUM FIXTURE CLEARENCES PER FBC,R307.1 FINISH CAULK --DOOR TRIM -..` DOOR INSTALLED PER MFG'R SPECS_ AND NOA ALUMN. WINDOW FRAP SECURED TO STRLCI PER MFG'R SPECS. t THE NOA WINDOW PRECAST WIIS SIL_ W/ RAISI CURB DRYWALL PT FURRIN STRIP EQUAL -DREAD I -- STAIR SILL Qa CONCRETE FLOOR STAIR SECTIONAL VIEW 14, 4. MASTER BATH ENLARGED FLOOR PLAN N. NOTES: 1) BATHROOMS SHALL COMPLY WITH MINIMUM FIXTURE CLEARENCES PER FBC,R307.1 PT FURRINCs----_ STRIP DRYU,A-L CB5 STRUCTURE — JDOW PT BUCK PER DOOR / WINDOW � BUCK NOTES :EMENT :INISN DRYWALL CAUL ALUMN. WINDOW FRAME SECURED TO STRUCTURE PER MFG'R. SPEC& STRUCTURE 4 THE NOA SILL HEAD ELCVITTm STAIR RAILING KM AQ PLAN REVIEW NOV. 19, 2018 STAIR PLAN VIEW N.T.S. SHOWER WALL SECTION N.T.S. NOTES: 1) USE HARDIE BACKER OR DURAROCK IN ALL SHOWER/TUB SURROUNDS. EXTEND BACKER TO TO CEILING HEIGHT IN THESE LOCATIONS. —TWO PART EPDXY APPLIED TO THE SURFACE OF THE WOOD BUCK AND THE MASONRY WALL SURFACE TO CREATE FENSTRATION INSTALL ALL PRODUCTS PER THEIR MM'R. SPECS. CAULK PT FURRING STRIP DRYWALL ^-- CBS STRUCTURE —\ PT BUCK PER S DOOR / WINDOW BUCK NOTES DRYWALL CAUL ALUMN. WINDOW FRAME SECURED TO S-RUUCTURE PER MFG'R. SPECS. x THE NOA 511E I —TWO PART EPDXY APPLIED TO THE SURFACE OF 'HE WOOD BUCK AND THE MASONR" LALL SURFACE TO CREA = FENSTRATION INSTALL A_L PRODUCTS PER THEIR MFCa'R S=ECS. CAULK REVISIONS PLAN REVIEW NOV. 21, 2018 64 O LL W Z W � ca LL N °C °� o m c� WIZ Z U) f- w o CD a) a 0 LL Q oin V / _Q U o�; rn Q'I O O LL d' 2 <' L CV D L Q t co Qt13 m co m W O U 1) Xro O 00 U VJ OPAVVN TR DATE 08/21/2018 SCALE AS SHOWN J013 NO. SHEET OCR F-r-&TRATION DETAILS UJINDOUJ FEENST TION 3a of 4" THICK - CONC. SLAB 6 MIL. VAPOR �tMIN(s)#5CONT 1 �` @ 5X5/10X10 W.W.M OR FIBER MESH FA I 18' r 4" THICK 6 MIL. VAPOR J BARRIER FBI 4" THICK - CONC.SLAB 6X6/10X10 W.W. OR FIBER MESH #5 a TOP 6X6/10X10 W.W.M. OR FIBER MESH r MIN (3) #5 CONT 4" THICK ADD (1) #5 CONC. SLAB OOM' AT NOSE -------- SEEPLAN 6X6/10X1O W.W.M. OR FIBER MESH e 4" THICK #5'S (@ 6' 0-0- CONC. SLA�� EACH WAY BC 6X6/10X10 W.W.M-X OR FIBER MESH 8"XV FILLED CELL IN RUNNING BOND MASONRY WALL 6° (1) #5 VERT COLUMN DETAILS #5'S @ 6' O.C. EACH WAY BC 6 MIL. VAPOR BARRIER F THICK )NC. SLAB V-6" 1 #5 @ TOP SEE PLAN 6X6/10X10 W.W.M. OR FIBER MESH 2'-51/2, 3'-51/2- J C.O. ( LOCATE NO FARTHER THAN 5' FROM SLAB EDGE) -6 " NOTE: THE ABOVE IS A SCHEMATIC DRAWING N.T.S. CONTRACTOR TO MAKE NECESSARY ADJUSTMENTS AS REQUIRED FOR FIELD CONDITION AND / OR CODE COMPLIANCE 'I S-0" 4'-7" p� p Ip 1p �p p �r—�—� r—�—� I p p p 00 0 0 o a o 0 0 oa--------tom❑° _ -- --TE -"i--- __ 00 El 0 - o ❑ r L] ------------------- ------------ �— a--=-r----------- FA] m J I I LB 1 I I7 ' ❑ I I ! A a I❑ pl ;, ;, I I N ro I I PRECAST LINTEL I I I F o I '-4" 1 5'-1" 6'-1" 6'-4" I e CLG i I 3' 6- I. I-- — — — — — — — --- 3. ----- --- _ B'�o —----ta 0 0 00 I —------- — ------ 0 O 1 o o I D c --� I r-- ° J-2'-8' I I C❑ - ❑ ❑ .1 C I --------I 20'-8" I 10'-0 I 1x5- I I I I I 8'x6' COLUMN BLOCK CONIC FILLED O(1) #5 VERT SCALE 12'=1'-(r NOTE: MASONRY CELLS TO BE FILLED WHERE INDICATED WITH ASTM-A476 MASNORY GROUT @ 3000 psi FOUNDATION NOTES: 1. ALL CONCRETE FOR SLABS AND FOOTINGS SHALL NOT HAVE LESS THAN (2,600 P.S.I.) STRUCTURAL VALUE) @ 28 DAYS. 2. ALL CONCRETE FOR COLUMNS AND BEAMS SHALL NOT HAVE LESS THAN (3,000 P.S.I.) 0 28 DAYS. 3. SOIL SHALL BE SPRAYED FOR TERMITES, AND BE WELL COMPACTED (MIN. 2,500 P.S.F.). 4. FIBER MESH MAY BE USED IN LIEU OF 6X8/10/10 W.W.M. 5. DO NOT SCALE DRAWINGS, USE WRITTEN DIMENSIONS, ANY DISCREPANCIES SHOULD BE BROUGHTTO THE DESIGNER'S ATTENTION PRIOR TO CONTINUING ANY WORK. 6. PLUMBING CONTRACTOR TO VERIFY LOCATIONS OF ALL I 7. PLACEMENT OF FILL MATERIAL SHALL BE DONE IN EQUAL LIFTS NOT EXCEEDING 12' PER LIFT. EACH LIFT SHALL BE COMPACTED TO 98% OF MAXIMUM DRY [)EfNSITY PER AASHTO T-180 METHOD AS VERIFIED BY THE GEOTEOHNICAL TESTING FIRM. BUILDING PAD SHALL EXTEND A MINIMUM OF d BEYOND THE EXTERIOR BUILDING WALLS AND COMPLY WITH FBC ►3403.1.7. S. FIBER REINFORCEMENT: SHALL CONTAIN MICRO- ORACRO-SYNTHETIC FIBER REINFORCEMENT, FIBER LENGTHS SHALL BE INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0,75 TO 3.0 POUNF?S PER CUBIC YARD (0.45 TO 1.78 KGAVl3) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. A PLAN REVIEW NOV. 19. 2018 I ' I I ' I I ' I I ' Garage W I I I O I r I I� a I 4" STEP I la I � I 0- I j co I � 1 1/2" RECESS FOR ❑A j L_-- - - - - GARAGE DOOR ------- e 1� ❑ ❑ L_----- --- 10 4" THICK FIBERMESH SLAB (2,500 PSQ {\OR 4' THICK CONCRETE SLAB (2,600 PSI) W/ 6X6 - 1Oil 0 W WM OVER 6 MIL. VAPOR BARRIER OVER WELL COMPACTED SOIL (AS PER SOIL ENGINEER REPORT) PRECAST LINTEL SOIL TO BE TERMITE TREATED I 1 01 I I I PRECAST LINTEL i �J max - - I'-3" L 3'-10 1/4" 2'-10 3/4" 1'_g" 4'-6' 1'-6" X-8 1/4" W-10 3/4" 6-5 1/2- 3'-10 1/2" Zv 2'-5 1/4" I Entry Porch a I QI a L�--------------- a ---------------- -- -------------------------I BEAM ABOVE Foundation Plan 10'-0" 0 w 0 1 m .i 0 i M REVISIONS 1 PLAN REVIEW NOV. 21, 2018 U W Z ILL °) Q a)LL (D W — �� 9� ~ o 00 cri 0 1L Z Q Vj I I/ 3(� V O Cj Co Q0 p 06 o LL L CV (£) QQ- , 00 ro Q m J L0 m 0 m� N O �00 CIO r U) CE DRAWN TR DATE 08/21 /2018 SCALE AS SHOWN JOB NO. SHEET 4 of 7 scale: 1/4" = 1'-0" 4" THICK — CONC. SLAB 6' MIN --------------1 ` GRADE #5'S @ 6" O 6 MIL. VAPOR STEP DOWN EACH WAY ' @ PORCHES (DASHED LINES) 6X6/10X10 W.W.M OR FIBER MESH1 MIN (3) #5 CONT FA 1$„ 4" THICK 1 #5 @ TOP CONC. SLAB 6 MIL. BARR 6X6/10X10 W.W.M. OR FIBER MESH 6 MIL. VAPOR 4" THICK �` BARRIER CONC. SLAB MI 5 CONT ,a 6X6/10X10 W.W.M. ``�----= ' 6 MIL. VAPOR OR FIBER MESH BARRIER F ROM 12 30"X30" 4" THICK CONC. SLAB 4" THICK ADD (1) #5 -� N-- SLAB CON CONC. T AT NOSE ---------.` SEE PLAN `. .`\ ---- 18 6X6/10X10 W.W.M. ��---- OR FIBER MESH _ 0 6 MIL. VAPOR I BARRIER [V 18' (2) #5'S CONT. I 4° THICK #50S @ 8" O.C. N i CONC. SLAB \ EACH WAY BOTTOM I I I I I 6X6/1 oX1 o W. W. M. OR FIBER MESH 6 MIL. VAPOR 36 x36 BARRIER E❑ i� FOOTING DETAILS SCALE 1/2"=1'-O" 04 8"X8" FILLED CELL IN RUNNING BOND MASONRY WALL SE O po#5 VERT 8'x8' COLUMN BLOCK CONC FILLED 8� O (1)#5 SCALVO - '-1'-0" NOTE: MASONRY CELLS TO BE F - WHERE INDICATED WITH ASTM-A47 CRY GROUT @ 3000 psi OMNDATION NOTES: ALL CONCRETE FOR SLABS AND FOOTINGS SHALL NOT HAVE LESS THAN (2,500 P.S.I.) STRUCTURAL VALUE) @ 28 DAYS, 2. ALL CONCRETE FOR COLUMNS AND BEAMS SHALL NOT HAVE LESS THAN (3,000 P.S.I.) @ 28 DAYS. 3. SOIL SHALL BE SPRAYED FOR TERMITES, AND BE WELL COMPACTED (MIN. 2,500 P.S.F.). 4. FIBER MESH MAY BE USED IN LIEU OF 6X6/10/10 W.W.M. 5. DO NOT SCALE DRAWINGS, USE WRITTEN DIMENSIONS, ANY DISCREPANCIES SHOULD BE BROUGHT TO THE DESIGNER'S ATTENTION PRIOR TO CONTINUING ANY WORK. 6. PLUMBING CONTRACTOR TO VERIFY LOCATIONS OF ALL FIXTURES PRIOR TO POURING SLAB. 1'-6" 1 #5 @ TOP SEE PLAN 6X6/10X10 W.W.M. OR FIBER MESH ViR 1 12" � z1n I LT 1 n 3' C.D. 4" P.V.C. T YSTEM C.O. NO FARTHER ' FROM SLAB EDGE) 1 4" JI I r. I I �l ITVTR I I I I I TUB. I ALAV. I 210 112" I W.C. o. z" "w.c. 3' STUDEfl VENT `' KITCHEN SINK PLUMBING RISER NOTE: THE ABOVE IS A SCHEMATIC DRAWING N.T.S. CONTRACTOR TO MAKE NECESSARY ADJUSTMENTS AS REQUIRED FOR FIELD CONDITION AND / OR CODE COMPLIANCE 35'-6" 23'-6" 13,-0" 3'-10' L 3'-7- 3'-7- 3'-10' L 2'-8 1/2' 3'-5 1/20 3'-0' 4'-2° 6'-4" 0"L 7-6" 6'-0" 4'-7" S-10" 4,_7• CD O ® O O o O �r---1 r --I O O © O w E o ------+ —I--- m ac j Z El0 0 0 0 0 0 oo _______-�a-.- BEAM ABOVE tom�___ _-- o0 0 0 00o W LL �, o r- —,--------------- --— — — — — — — — — — �— — " --------L --- -- - " b ❑_ N AIL —� ---- 1 r------------ I I c I I I I a)e W 2 .6-0 1 0 LU / ❑ pl a 0 0 LL PRECAST LINTEL I I I I A o M 1 '-' 6'-1" 8'-4' Q'v 5-1 � 1 I 3'-6" 3' 1 „ L— N -----— — — — — — — ------- --J 1 — 6-STEP 1 0 0 0 00 —�---- o° oo I j op _ O O CD ---- Q •---------------------- I o IA O 0 ro I ^ 1 D❑ c❑ r - - - - - I Ej 2'-e"- I ICD ' 20'-8" 10'-0" I I _ I N M o " (D U) LU a Garage ; - p a I 4" THICK FIBERMESH SLAB (2,500 PSI) 1 O CD ,� a j 10CD w I CONCRETE SLAB (2,500 PSI) a I W/6 OWWM I o O C0 4" STEP ; Ell n OVER 6 MIL OJ BARRIER OVER MPAOTED SOIL 1 0 p v (AS PER SOIL ENGIN FT) 1 T 'i SOIL TO BE TERMITE TR I o O (—) FL 't I ' CV a 1 = Q 0 1 O p Q- I 1 1 1/2" RECESS FOR ❑A j I 0 -000 GARAGE DOOR I _ (hO L--_--------------------- �� PRECAST LINTEL i PRECAST LINTELEll I 7 I � � ®1► I ^ � L N " J N ,- ❑ ❑ ❑ L----- m — — — > /--------------- o ---------------- Ca (Q 0 \ / \ / 0 p M<M m -� LO El Ell 0 O ❑ ----- ❑ 0 sePPA 0❑ ❑ ❑ 00 W O O 1 max O O O ---- 1 0 I I N 1'-8" 16•-0' - '-3" 3'-10 1/4" I.2'-10 3/4" 1•-6'• 4'-6" 1'-6" 3'-8 1/4" 6•-10 3j4' 5'-5 1/2' 3'-10 1/2' 1 5'-6•' 1'-6' '-0' O 00 r 2'-5 1 j4' I Ur Entry Porch a I V^ / I 0 k DI I LL o I L— — — — — — — — — — — — ' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — DRAWN BEAM ABOVE TR I♦ IF DATE a 08/21/2018 SCALE AS SHOWN JOB NO. 21'-0" 10•-0" 10•-0" 10 -o" 10'-0" 1 r-o'L SHEET 73'-6" 4 of 7 Foundation Plan scale: 1/4" - 1'-0° 518°CDX PLYWD SHEATHING NAILED TO SUD WALL W/ 8d NAILS @ 5" O.C. FIELD & 4' O.C. SEAMS & EDGES PAPER BACKED METAL LATH i PLASTIC OR GALV CONTROL JOINT CATIONS) r FLUSH W/ (SEE PLAN FOR LO STUCCO FINISH CONTROL JOINT 2•X4" #M (2) 1 @0 TO (2) 10 TO STUCCO OVER PAPERBACK ME ON 1/2' PLYWOOD SHEATHING @ EDGES, 6. OC MAX IN FIELD (1)MSTA18 @ TRUSS T 24' CC MAX 2'x WOOD STUD WALL OR TRUSS BLOCK WALL BELOW CONTROL JOINTS @ FRAME/STUCCO WRAP MSTA24 STRAPS STUDS TO TRUSS, 1 Od ALL HOLES TO WOOD (GABLE WINDOW OPENING (SEE MANF FOR ROOGI OPEN'G Pity �A N.T L CKING @ 48" O.C. D BOTTOM CHORD) 3 TRUSS SPACES 0 PA.END EKED WOOD @ 24' O.C. W BRACING VD AT 1 /3 FROM 0 CAST - CRETE LINTEL TABLE GRAVITY UPLIFT ,/ I$I$ LENGTH OF LINTEL ALLOWED LOAD (PLF) MAX PPLIED LOAD (PLF) ALLOWED LOAD MAX APPLIED LOAD TYPE REMARKS 1 1 4-0 8974 1944 4853 929 8F241T,1B 2 7-6 5681 812 2571 432 8F24 1 T, 1 B 3 3-6 8974 1761 5591 1257 8F241T,1B 4 9-4 3486 1944 1811 929 8F241T,18 5 7-6 5681 5001 2571 2354 81`241T,1B 6 5-4 7342 <500 3607 515 8F241T,1B 7 9-4 1843 1 397 1133 361 8F16 1 T, 1 B MINIUMU LINTEL DEPTHS SHOWN. DEPTHS MAY INCREASE WITHOUT COMMENT CONNECTOR NOTES UNLESS OTHERWISE NOTED: TRUSS TO TRUSS CONNECTIONS BY TRUSS COMPANY. LOCATIONS AND CONNECTIONS ONLY. UNLESS SPECIFIED ON THE TRUSS LAYOUT, TRUSS UPLIFTS ARE 1800# OR LESS. STRAP TRUSS TO EACH CONCRETE BEARING W/ (1)HETAL20 W/ 10-10d x 1 1/2" NAILS STRAP TRUSS TO WOOD BEARING W/ (1)H1O W/ 16-10d NAILS. FOR 2PLY MEMBER TO CONC CONNECTION (2)HETAL20 W/ 14-16d x 1 1/2" NAILS PER STRAP. FOR 2PLY MEMBER TO WOOD CONNECTION USE H10-2 W/16-10d NAILS AND (2)MTS18 W/ 14-10d PER STRAP. KING TO WOOD BEARING USE HCP2 W/ 1Dd X 1 1/2" NAILS TO ALL HOLES. TYP. COMMON AND END JACKS 7' AND LESS (MAX 400# UPLIFT) USE (1)HETA20 W/ 16-10d X 1 1/2" NAILS' FOR CONC. CONNECTION. OR HID W/ 16-10d NAILS FOR WOOD CONNECTION. POST CONNECTIONS, UNLESS OTHERWISE NOTED: 0 BASE (1)ABU44 W/ 5/8"X6" EMBED WEDGE BOLT TO CONC/ 16d ALL HOLES TO WOOD. HEADER CONNECTIONS: (2)HETA20 W/ 14-16d PER STRAP FOR CONIC. CONNECTION. FOR WOOD CONNECTION SEE POST TOP CONNECTION. USE HUS410 FACE MOUNT TO CONCRETE AS NOTED. USE 1 1/2" 10d NAILS IN STRAPS UNLESS OTHERWISE NOTED. NO SPLITTING OR CRACKING ALLOWED. VALLEY TRUSSES TO TOP CHORDS OF TRUSSES BELOW: (1)MTS-18 12-10d PER STRAP — 1 0 EACH END/ 48" OC MAX THEREAFTER MAXIUM LATERAL FORCE EACH TRUSS 80f n u u y � - l �o11�II�Ce1■I®Cl■I�i■�....::.•..':�II�III�I�L7.:::�.:•,❑olll I ICl/L7C1� .••. e,o•�,.....,,,;..�..�......,,..,..�.,...,..., ...,, �,;..,..,.,,..:••d.'..•..♦'�:,❖:•::Crnl��l�ll',��::::�:::::*1�❑01111�1�p] ❑ .1 'l CIA •iI u �I\ " /a�, ., �' .,,,,.,.:.:.:.:♦.:.:.:/�I�IIn�: �s::: ;a�=:-��l�lc^•: ,_,♦:❖:❖,❖:❖:•:oo■�oo �' �� r6 403] " ?„ C] /iI//I/i!7L1%I//.II////J q 1I///Y//Irjr0"4 I////.1%'r'r' 674T674:74:1%///.1ME C I■�II �III�III�III�IIIIIIIII�III�IIillllll�lll�ill�ill� FTW -114-4-4-4-11111 1 1 1 IN 1 ! 11 I 1 1. 1. o� " �/, © is C] MSTA24 EACH STUD TO TRUSS AND CONIC BELOW )kF7Mff7- FrOl �►ATTI ACC 11 11 fill[ it It FrM 28 Gable End indow Frame 11 If It 11 •, F003I I , r, FM2 Irl I I I I I ICl ;! !$ .:; �. ;i [i I I — LU Y SPACESITOP AND BOTTOM CHOR ., c, �i J ,,., r 1, D • .., !.. i. i I < . , l In - =- _ 1, 001 — Frill EIN!� ;! END OF TRUSS 00 TO DORMER KNEEWAILL e . • ... BEL• lJ .a-e �i 'i ��z�:r_Zz: �: z� �'•/—Z. — ..c= !�.���r... �l ©:♦i! ❑ICE::':'::'...,.:,»».. »»»»:...• - .:�== D 67 .�. •.i•�.. •.:r� ....., ..... •.••..:ii',, a .> i.�•.•�»• i,.•���� [I Q •`" I - •.ev_ a • FRAME ,BE-OW�j • • s . 0 PEW AND AT V3 FROM 24' CC MAX�/ _ C] �� II'r_, r i.i.��4�.��V7 \ :•» :•� , 4•�•�•+•i! •�•••» :,!»»»» ••,• 'f �•»i»:❖i'»••• i•••✓.•.•.�1••• ��'��, I •.•.ii •'••.•ii �` . , 0 ♦ ... 1 .... v. ♦ . ,y a• ♦ r ♦♦ o s 1 11 lal■l7■It1�.,.._.,..... on�on►�,..,,......,.:.::aoll�,l]n■..,.•....,...:...:..., ..,.._ ��II�111�a....,.•......�[■n� 1, ....,.....,....,,,�o , -�-�--�--�-T-.-;PEAKTOWALL TOPHARDPLATE �'ll�llllll�lll�lll I�II�IIIII�IIIII�IIIIIIIIII�II�lrl�ll ..� VENTED PAIN SCREEN OVER NAILED 1�I�It1�l 1' IIIE3SSOL3e6L!il:'�C�7;tu 6010 UMqr & I&OC y . . -ail w ♦•• • •o • — i NO i IN • 1TrAN 2 CONOTo !• II��I S�♦ .• • ••• ♦ . I • • • u `I, `�I I • c• • -1 c 0. VALLEY1' ��II _E �`►; I I I LlNOIE: RUN ALL CORNER I I I I■ I IIIII I I I I■ I11 STUDS TO BOTTOM CHORD. ••• BEAM SECURE BETWEEN .. Roof Plan DORMER DETAIL SCALE 1/2"=1'-0i" GA9LE END DETAIL SC. { I I I a ; e Y F3 8' Go �fiER FLASHING FROM WALL TO ROOF ON BAY TYPICAL - --- GABLE END TRUSS — Shown - shaded) 2'x 4" SPF82 STUDS @ 160 oc max HUC212-3 W/ (22) 1/4'x 1 3/4" TITAN 2 CONC SCREWS TO CONIC & (10) 1 Od TO WOOD REVISIONS Q PLAN REVIEW NOV. 21, 2018 LL 0 LL W _a (C Z W ca LL L °� CIO -0 0 Wrr C W L F- W o Cr) a) CL U- Q cn OPP- W _Q\ \./ o }� C� < o Q O [L—'t = Q v� U:3 co D Ir tO J (0 m CO(0 U U 05//t L) O \f 00 rr DRAWN TR DATE 08/21 /2018 SCALE AS SHOWN Ir"71=1110 SHEET 5 of 7 2x4 BLOCKING @ 48" 0,( 2x4' #2HFmin @ 18' OC MAX (TOP AND BOTTOM CHORD) REVISIONS (2) 16d TO TRUSS @ FIRTS 3 TRUSS SPACE'S (2) 16d TO FASCIA (2) 10d EA. END 5/8"CDX PLYWD SHEATHING NAILED TO SUD WALL W/ Sd NAILS @ 6" O.C. FIELD &4" O.C. SEAMS & EDGES METAL LATH CATIONS) r FLUSH W/ PAPER BACKED PLASTIC OR GALV CONTROL JOINT (SEE PLAN FOR LO STUCCO FINISH CONTROL JOINT STUCCO OVER PAPERBACK METAL LATH ON 1/2" PLYWOOD SHEATHING NAILED W/ 8d 4" OC @ EDGES, 6" OC MAX IN FIELD (1)MSTA18 @ TRUSS TO CONC BELOW 24" OC MAX t 2"x WOOD STUD WALL OR TRUSS BLOCK WALL BELOW CONTROL JOINTS @ FRAME/STUCCO 21 BLOCKING @ 48' O.C. (TOP AND BOTTOM CHORD) @ FIRTS 3 TRUSS SPACES (2)1 Od EA. END 3-1BidNAILS ENGINEERED WOOD TRUSS @ 24" O.C. 2x4 DIAG. "XBRACING PEAK AND AT 1M FROM PEAK TO WALL (1) MSTA18 W/(14) 1 Od BOTTOM PLATE TO T� 24" OC MAX �A 2"X4' SPF#2 81OTTOM / ROOF TRLJSSES—� 3-16d NAILS (TYPICAL) GA3LE END DETAIL scale: 1/2" = 1'-0" 2•X4• #2HFmIn @ 1 & OC MAX „y (2) 18d TO TRUSS (2) 160 TO FASCIA H-1 EACH END OF TRUSS i TO DORMER ME BELOW f O 1 MSTA18 ( )14 10d TRUSS E BELOW PP 4' OC XMA M UBLE 2"Xa° �O TOP PLATE — HARDI-PLANK 5116' LAP SIDING OVER VENTED RAIN SCREEN OVER TYVEK, NAILED W/ Ed x Z' GALV BOX NAILS @ 8'00 VERT & 16'OC HOR¢ TO SAP COX PLYWOOD NAILED W/ Sd GALV. NAILS @ 4'00 MAX @ EDGES & 8" OC MAX IN FIELD — SP4 EACH STUD TO TOP AND BOTTOM PLATE —�SIIIMPS�IONN gTLS18 AROUHND (ll'PICAL) NOTE: RUN ALL CORNER STUDS TO BOTTOM CHORD OF TRUSS, SECURE EACH STUD W/ (3) 16d NAILS (TYPICAL) 1 d NAILS ENGINEERED WOOD TRUSS @ 24" O.C. 2x4 DIAG. "x' BRACING @ PEAK AND AT 1 /3 FROM PEAK TO WALL 0 CAST — CRETE LINTEL TABLE GRAVITY UPLIFT LENGTH OF LINTEL ALLOWED LOAD (PLF)LOAD MAX kPPLIED (PLF) AD ALLOWED LOAD MAX PLIE APPLIED TYPE REMARKS 1 4-0 8974 1944 4853 929 81=24 1 T, 113 2 7-6 5681 812 2571 432 81=24 1 T, 113 3 3-6 8974 1761 5591 1257 8F241T,1B 4 9-4 3486 1944 1811 929 81=24 1 T, 113 5 7-6 5681 5001 2571 2354 81=241T,1B 6 5-4 7342 <500 3607 515 8F24 1 T, 1 B 7 9-4 1843 397 1133 361 8F16 1 T, 1 B MINIUMU LINTEL DEPTHS SHOWN. DEPTHS MAY INCREASE WITHOUT COMMENT CONNECTOR NOTES UNLESS OTHERWISE NOTED: TRUSS TO TRUSS CONNECTIONS BY TRUSS COMPANY. LOCATIONS AND CONNECTIONS ONLY. UNLESS SPECIFIED ON THE TRUSS LAYOUT, TRUSS UPLIFTS ARE 1800# OR LESS. STRAP TRUSS TO EACH CONCRETE BEARING W/ (1)HETAL20 W/ 10-10d x 1 1/2" N STRAP TRUSS TO WOOD BEARING W/ (1)H10 W/ 16-10d NAILS. FOR 2PLY MEMBER TO CONIC CONNECTION (2)HETAL20 W/ 14-16d x 1 1/2" S PER STRAP. FOR 2PLY MEMBER TO WOOD CONNECTION USE 1-110-2 W/16-10d NAIL (2)MTS18 W/ 14-10d PER STRAP. KING TO WOOD BEARING USE HCP2 W/ 10d X 1 1/2" NAILS TO OLES. TYP. COMMON AND END JACKS 7' AND LESS (MAX 400# T) USE (1)HETA20 W/ 10-10d X 1 1/2" NAILS FOR CON NNECTION. OR H10 W/ 16-10d NAILS FOR WOOD CONNECTI POST CONNECTIONS, UNLESS OTHERWI D: 0 BASE (1)ABU44 W/ 5/B"X6" EMBED WEDGE BOLT TO CONC/ 16d ALL HOLES TO WOOD. HEADER CONNECTIONS: OHETA20 W/ 14-16d PER STRAP FOR CONC. CONNECTION. FOR WOOD CONNECTIOWTEE POST TOP CONNECTION. USE HUS410 FAC OUNT TO CONCRETE AS NOTED. USE 1 1/Z" d NAILS IN STRAPS UNLESS OTHERWISE NOTED. NO SPLITTING OR CRACKING ALLOWED. VALLE USSES TO TOP CHORDS OF TRUSSES BELOW: (1 —18 12-10d PER STRAP — 1 ® EACH END/ 48" OC MAX THEREAFTER AXIUM LATERAL FORCE EACH TRUSS 80#. • - n SON 0 d 0 �.♦ ♦ n ♦ �. r ♦ ♦4 f �'t#�#♦ i�a' ii♦ay#♦#i ilD.#�� ,i♦i0#i♦.!i�i♦i'sT7."i!Oi#i#i�t!i♦i♦i♦i#i#Oi�i♦i#i^♦i#i♦i♦i �71 Q p�w�i#i•'!i G C ❑❑11 II�ID■IBC]■ICI■ .o:'.•.,•.•.•.:.'❑Q ■I�III�I�L7�.000.f.•.❑ill ICI■�Cl••.••.:.• .•':.•e♦ey e:.. .... ..... ...... .. C.]❑�I�IIII] .ee....�. ❑■III�I�❑ L7 I '� C1 ._> Cl •/ ., .❑.� �r��♦w •'•"' ;•i IIt 11 11 It 11111,. • ♦♦ ♦♦u . — �����.,,:.:.:.:.:,r:.:E.CI�IIp•:!: 1�.�I�IC^. _::__t Eli: ■1��0 . 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LJ■L!J�D�i�f�:•i�:�:�o��Oi❑Q' l!!l,!:�:•iii!�r:•i•:�•:!�:��•�•:f:❖�•:f�r�.t.•��0111',��I�L!I■:•:'.❖�•.!.1•i•.�!'.''.+.f:•..�•.f�.��J�':'111�1�1�1�.(:iIJ:.•.�:r:::�•L"!II■L!J���eKN�l!j�.��.�+�jQ*►�a�♦J�.�♦�I�. �♦�i ��LJ�rI �. °'il�llllll�lll�lll '4 ��'�' �II�IIIII�IIIII�IIIIIIIIII�II■I�1I�' I ''�,,.►�!,! .11�!�,.,,;/� 'NI —N nt�l ,i I I I I I I I I I I ■ I I I I I I I I I ■ I'I HUC212-3 W/ (22) 1/4"x 1 3/4" TITAN 2 CONC SCREWS TO CONIC & (10) 1 Od TO WOOD o a w E c U w ❑ c15 N m °� ca o LE (JJ w tl:= -r- w 6 m CcLU z (D o 00Li CV) Q Q U ` Ot `^^ VJ Q0 Ly) vj T- Qo ca T— .L Q 06 o [L-'t g< L N _ <C r I y �00 i (r0 QW U � O DO D7 T— DRAWN TR DATE 08/21/2018 SCALE AS SHOWN JOB NO. SHEET DORMER DETAIL a SCALE 1/2"=1'-0" scale: 1 /4" = 1'-O" 5 of 7 REVISIONS ELECTRIC LOAD CALCULATION CIRCUIT POLE & OAD WIRE SPACES USE BREAKER SIZE 4 REQ'D. 1840 sf GENERAL LIGHTING 1 P/15A KV #14 (S.F. 0 3W./S.F.) 2 REVD. SMALL APPLIANCE 1 P/20A 0 KW #12 1 REQb. DISHWASHER 1P/20A KW #12 1 REQ'D. DISPOSAL 1 P/20A .2 KW #12 2 REQ'D. RANGE 2P/50A 6.0 KV #5 1 REVD. MICROWAVE 1P/20A 1.2 KW #12 1 REQ'D. REFRIGERATOR i P/20A 1.2 KW #12 1 REQ'D. LAUNDRY 1P/20A 1.5 KW 012 1 REQ'D. WASHER 1P/20A 1.5 KW f12 2 REQ'D. DRYER 2P/30A 5.0 KW #10 2 REQ'D. BATH GFI 1P/2OA 24 KW #12 2 REQ'D. GARAGE DOOR OPENERS 1P/20A 1.0 KW #12 2 REQ'D. WATER HEATER 2P/30A 4.5 KW #f0 1 REQ'D. GARAGE GFI 1 P/20A 1.2 KW #12 1 REQ'D. EXTERIOR GFI 1P/20A 1.2 KW #12 1 REQ'D. FLOODLTS 1P/20A 1.2 KW #12 TOTAL LOAD (WITHOUTt 2 REQ'D. AHU 2 REQ'D. AC TOTAL HVAC LOAD FIRST 10.0 KW 0 100 % REMAINING 0 40 X HV/AC STRIPS 0 100% 32.36 KW / 240 = 135 AMPS 200 AMP 1PH, 3W, 115/230V FLUSH MOUNTED NEMA 1 W/200 AMP MAW-CM41T BREAKER 1 I 2P/60A a0 KW 04 20/30A #10 O KW 10.0 KW 12.36 KW 10.0 KW �2)2 THHN-CU & (1)1 HHN CU N 2 CONDUIT &2 (2 5/8 STRANDED OCOLD WATER DRIVEN RODS 6'APART ELECTRICAL RISER DIAGRAM N.T;S. NOTE: THE MINIMUM "AIC" RATING FOR EQUIPMENT MAINS SHALL BE NO LESS THAN 22,000. ELECTRICAL LEGEND: %bN RECESSED HI -HAT ® INTERCOM BASE STATION RECESSED ADJUSTABLE HI -HAT N� INTERCOM SPEAKER CLG. MOUNTED FIXTURE PENDANT LIGHT FIXTURE FLUORESCENT LIGHT VAPOR PROOF RECESSED LIGHT + WALL SCONCE � A KEYLESS LIGHT Y FIXTURE 4 TRACK LIGHT Z FLOOD LIGHT pIq PIER MOUNTED LIGHT FIXTURE CEILING FAN -OD-0. DOOR BELL ® CHIME BOX �} JUNCTION BOX T THERMOSTAT/ H HUMIDISTAT ® CABLE TELEVISION LOCATION PHONE JACK -..pc COMPUTER CONNECTION ® EXHAUST FAN y OUTLET FOR GARAGE FOR °"AAOE DOOR OPENER DOOR OPENER HARD WIRED SMOKE ALARM CARBON MONOXIDE DETECTOR r� GARAGE DOOR t1� SENSOR BEAM M DIRECT WIRED ® MOTOR DISCONNECT SWITCH ;2 PUSH BOTTON FLOOR OUTLET ,E) 220® 220V RECEPTACLE $ SWITCH $3 3 WAY SWTCH $4 4 WAY SWTCH 0, 120V RECEPTACLE o HALF HOT RECEPTACLE 120V G.F.I. WEATHER PROOF G.F.I. A COMM120V A/C COMP WATER HEATER DRYER WASHER LAUNDRY ROOM GARAGE DOOR GARAGE DOOR GARAGE GFI EXT GFI FLOODLTS SPACE SPACE SPACE SPACE SPACE SPACE SPACE AHU RANGE RE FRIGERATOR ISHWASHER ISPOSAL MICROWAVE S Sl AP'LANCE ALL S AP ALL ILIANCE ATM GFI TH GFI GENERAL LI 3HTING GENERAL LI HTING GENERAL U HTING GENERAL LIGHTING ACE ACE ACE ACE OPTIONAL EQUIP NOT SHOWN PANEL LAYOUT SUE AS REQUIRED IN FIELD CONTRACTOR. TO CHANGE ELECTRICAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND NATIONAL ELECTRICAL CODES. 2. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN , RISER DIAGRAM, AND LOADS, AND NOTIFY THE GENERAL CONTRACTOR OF ANY ERRORS OR DISCREPENCIES PRIOR TO INSTALLATION. 3. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL BE NEMA TYPE 3R. 4. MINIMUM WIRE SIZE SHALL BE $ 14 COPPER. 5. ALL CONDUCTORS ARE TO BE COPPER, TYPE THW, UNLESS OTHERWISE NOTED. 6. CONNECT GROUNDING ELECTRODE CONDUCTOR TO GROUND ROD AND NEAREST COPPER WATER LINE (COLD). 7. ALL 120V. 1 PHASE 15A. AND 20A. BATHROOM, GARAGE,KITCHEN AND EXTERIOR RECEPTACLES, SHALL HAVE GROUND FAULT INTERRUPTER (G.F.I.) PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPROOF TYPE. ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL (G.F.I.) IN LIEU OF (G.F.I.) BREAKER WITH SEPERATE CIRCUIT. 8. ALL 120V SINGLE PHASE 15 AMP AND 20 AMP CIRCUITS FOR 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 INTERUPTER, COMBINATION TYPE, FOR PROTECTION OF BRANCH CIRCUIT. 9. VERIFY REQUIRED CLEARANCES BETWEEN EQUIPMENT / LIGHT FIXTURES WITH ANY OTHER ITEMS AND / OR MATERIALS SUCH AS BUT NOT LIMITED TO PLUMBING FIXTURES, INSULATION, ETC. PRIOR TO INSTALLATION. ADJUST AS REQUIRED. 10. ALL MATERIALS TO BE NEW AND U.L. APPROVED 11. VERIFY ELECTRICAL REQUIREMENTS OF EQUIPMENT TO BE INSTALLED AND ADJUST WIRE SIZE, BREAKER SIZE, ETC. AS REQUIRED PRIOR TO INSTALLATION. 12. BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED NM NON-METAUC) SHEET CABLE. 13. ALL AN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL CONTRACTOR. 14. SMOKE ALARMS SHALL BE DIRECT WIRED 120V. U.L. 217 APPROVED TYPE WITH AUDIBLE ALARM INSTALLED IN ACCORDANCE WITH MANU- FACTURER'S RECOMMENDATIONS AND LISTING. 15. EXHAUST FANS IN BATHROOMS SHALL BE RATED AT 1 CFM/SF OF VENTILATED FLOOR AREA 16. ALL MECHANICAL EQUIPMENT SHALL BE PROTECTED BY OVERCURRENT DEVICES OF TYPE AND RATING PER MANUFACTURER NAMEPLATE SPECIFICATIONS. 17. RECEPTACLES TO BE 'TAMPER RESISTANT" PER NEC405.11 AND NEC210.52. 18. GARAGE DOOR OPENER SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UNDERWRITER LABRATORIES (U.L.) 325 19. ALL WALL PENETRATIONS SHALL BE SEALED WITH APPROVED FIRESTOP MEASURES INCLUDING FIRE CAULK SEALANT, FIRE FOAM OR UL LISTED COLLAR. \ to ewhohea In get room and garage to swhohes in greet room / and garage`" REFER TO FIRST FLOOR TO LANDING LIGHT ATTIC FLOOR LANDING ELECTRICAL PLAN to smiohes in 0reat room and garage . L.- - - - - - _.-------- -------------------- -------------- _.-.-.-.-.-,-.-.--_._._._._._.J EAVE LINE j 1� PLAN REVIEW NOV. 21, 2018 1Y O LL >, LLI m Z ILL. °� W 0 W U) w ,a) 00 it W 00LL co z Q u) 9/) w V � O�/� �m V) Cr1 T_ 'D .0 ',�. 06 O LL N = Q v(0 D� CL I :3 CO Q cO CO m T (0 LOD C/5 N O 00 00 Ur DRAWN TR 08/21 /2018 SCALE AS SHOWN JOB NO. SHEET Electrical Plan Scale: 3/16" = V-011 6of7 REVISIONS ELECTRIC LOAD CALCULATION CIRCUI SPACES 4 REQ'D. 2 REQ'D. SMALL AP 1 REQ'D. DISHWASHER 1 REQ'D. DISPOSAL 2 REQ'D. RANGE 1 REQ'D. MICROWAVE 1 REQ'D. REFRIGERATOR 1 REQ'D. LAUNDRY 1 REQ'D. WASHER 2 REQ'D. DRYER 2 REQ'D. BATH GFI 2 REQ'D. GARAGE DOOR OPENERS 2 REQ'D. WATER HEATER 1 REQ'D. GARAGE GFI 1 REQ'D. EXTERIOR GFI 1 REQ'D. FLOODLTS USE NERAL LIGHTING ./S.F.) POLE & DAD WIRE BREAKER SIZE 1P/15A 56 KM! #14 1P/20A 3.0 KVJ #12 1P/20A 1.2 KW #12 1P/20A 1.2 KW #12 s_ 2P/50A BA KW #8 1P. 2OA 1.2 KW #12 1 1.2 KW #12 1 P/2 1.5 KW #12 1P/20A , t5 KW #12 2P/30A '3.0 KW #10 1P/20A 24 KW 2 1P/20A 1.0 KW 2P/30A 4.5 KW #10 1P/20A 1.2 KW #12 1P/20A 1.2 KW #12 1P/20A 1.2 KW #12 TOTAL LOAD (WITHOUT HVAC) 40'9 KW 2 REQ'D. AHU 2P/60A 10.0 KW #4 2 REQ'D. AC 2P/30A #10 TOTAL HVAC LOAD 10.0 KW FIRST 10.0 KW 0 100 % 10.0 KW REMAINING 0 40 % 12.36 KW HV/AC STRIPS 0 100% 10.0 KW TOTAL K.W. 32.36 KW 32.36 KW / 240 = 135 AMPS A/C COMP WATER HEATER DRYER WASHER LAUNDRY ROOM GARAGE DOOR GARAGE DOOR GARAGE GFI FLOODL SPACE SPACE SPACE SPACE SPACE SPACE SPACE AHU RANGE REFRIGERATOR DISHWASHER DISPOSAL MICROWAVE S A ALL PLIANCE S A ALL PLIANCE ATH GFI ATH GFI G L NERAL GHTING G NERAL Li€GHTING G LGHTNG NERAL G LIGHTING NERAL PACE SPACE SPACE SPACE OPTIONAL EQUIP NOT SHOWN PANEL LAYOUT SUBJECT TO CHANGE AS REQUIRED IN FIELD B ELECTRICAL CONTRACTOR. c .mr 200 AMP 1PH, 3W, 115/230V , FLUSH MOUNTED NEMA 1 W/200 AMP M IT-`_ BREAKER PANEL ELECTRIC METER U_HHN BY FLORIDA POWER & LIGHT IN)2 CTHHN-CU & (1)1U ON DUIT-7 &2 (2) 5/8-STRANDED DRIVEN RODS 6 APART WATER E L E C T R I C A L R I SER DIAGRAM N.T.S. NOTE: THE MINIMUM "AIC" RATING FOR EQUIPMENT MAINS SHALL BE NO LESS THAN 22,000. ELECTRICAL IO) RECESSED HI -HAT PHRncc GARAG DOOR NTEERCOM BASE STATION 4PRoro RECESSED ADJUSTABLE sxtrtx NSOR BEAM HI -HAT � INTERCOM SPEAKER DIRECT WIRED MOTOR CLG. MOUNTED -W.B. DOOR BELL � DISCONNECT SWITCH FIXTURE cHw CHIME BOX DISC PENDANT LIGHT JUNCTION BOX FIXTURE �g PUSH BOTTON FLUORESCENT �T THERMOSTAT / ODD LIGHT L"J HUMIDISTAT FLOOR OUTLET VAPOR PROOF RECESSED LIGHT © CABLE TE ION zzg® 220V RECEPTACLE LOCATO WALL SCONCE $ SWITCH PHON ACK $3 3 WAY SNITCH Lit KEYLESS LIGHT �p OMPUTER $4 4 WAY SWITCH �` FIXTURE CONNECTION �� TRACK LIGHT EXHAUST FAN Qb RECEPTACLE HAL20VF HALF HOT FLOOD LIGHT �� Y•Y OUTLET FOR GARAGE � RECEPTACLE g�R"4RACEE DOOR OPENER 120V G.F.I. y�L PIER MOUNTED HARD WIRED WEATHER PROOF G.F.I. L�T LIGHT FlXTU i A SMOKE ALARM 9. CARBON MONOXIDE DETECTOR C N DEDICATED 4 CIRCUIT 120V 1 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND NATIONAL ELECTRICAL CODES. 2. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN , RISER DIAGRAM, AND LOADS, AND NOTIFY THE GENERAL CONTRACTOR OF ANY ERRORS OR DISCREPENCIES PRIOR TO INSTALLATION. 3. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL BE NEMA TYPE 3R. 4. MINIMUM WIRE SIZE SHALL BE # 14 COPPER. 5. ALL CONDUCTORS ARE TO BE COPPER, TYPE THW, UNLESS OTHERWISE NOTED. 6. CONNECT GROUNDING ELECTRODE CONDUCTOR TO GROUND ROD AND NEAREST COPPER WATER LINE (COLD). 7. ALL 120V. 1 PHASE 15A. AND 20A. BATHROOM, GARAGE,KITCHEN AND EXTERIOR RECEPTACLES, SHALL HAVE GROUND FAULT INTERRUPTER (G.F.I.) PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPROOF TYPE. ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL (G.F.I.) IN LIEU OF (G.F.I.) BREAKER WITH SEPERATE CIRCUIT. B. ALL 120V SINGLE PHASE 15 AMP AND 20 AMP CIRCUITS FOR 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 INTERUPTER, COMBINATION TYPE, FOR PROTECTION OF BRANCH CIRCUIT. 9. VERIFY REQUIRED CLEARANCES BETWEEN EQUIPMENT / LIGHT FIXTURES WITH ANY OTHER ITEMS AND / OR MATERIALS SUCH AS BUT NOT LIMITED TO PLUMBING FIXTURES, INSULATION, ETC. PRIOR TO INSTALLATION. ADJUST AS REQUIRED. 10. ALL MATERIALS TO BE NEW AND U.L. APPROVED 11. VERIFY ELECTRICAL REQUIREMENTS OF EQUIPMENT TO BE INSTALLED AND ADJUST WIRE SIZE, BREAKER SIZE, ETC. AS REQUIRED PRIOR TO INSTALLATION. 12. BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED NM NON-METALIC) SHEET CABLE. 13. ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL CONTRACTOR. 14. SMOKE ALARMS SHALL BE DIRECT WIRED 120V. U.L. 217 APPROVED TYPE WITH AUDIBLE ALARM INSTALLED IN ACCORDANCE WITH MANU- FACTURER'S RECOMMENDATIONS AND LISTING. 15. EXHAUST FANS IN BATHROOMS SHALL BE RATED AT 1 CFM/SF OF VENTILATED FLOOR AREA 16. ALL MECHANICAL EQUIPMENT SHALL BE PROTECTED BY OVERCURRENT DEVICES OF TYPE AND RATING PER MANUFACTURER NAMEPLATE SPECIFICATIONS. 17. RECEPTACLES TO BE "TAMPER RESISTANT" PER NEC406.11 AND NEC210.52. \ \ Master ` Bedroom \ -7.-.-.---.- \.-.70 laster Bath I Garage m o - - - - - - - - -a.� _.-.�-y�-----\. +K to iloodlis \. p`OMOR y locate a switches 72-atf I R-19 GATT INSUL I' \ to switches In great room to switches In greet room / and garage and garage ---- �r i 4 Closet Closet I FOR LANDING ELECTRICAL PLAN Pantry Lanai I � \ kw� QZ_ /,•a (dot 89 ^ - - J O 0 botFQ 89 FIT I \ \' . l • Ito floodlta I i - -� - \ Kitchen / \ .X 0 I I / SOFFIT root a 81 / 1 I -----!----- -_ SOFFIT / bot ® 8) 3 -T- -- II •\ F REC. / . LaundryT Great hermo \ Room stet y� to tow to floodis F� c-. 8' CLG TO FIRST FLOOR PLAN �• TO LANDING LIGHT to switches in great room and garage ` Bath 2 C eroom I to switches In great m I\ N and garage I I ,, y ti Irl II BEAM ABOVE BEAM ABOVE _ _ - - - L.-.-._,...... ------ ----- .-.----- -.- - -•- - - -'- --- - - - ----- --.------ ------ _._._....... ...... J EAVE LINE Electrical Plan LL >, W ro U W W c� W ❑ N o IL F W W I- N �0 W O m 6 0 LL i 3 W U 0) O c7 Cl) ca 'IT .L O 0 dS O LL d 2 Q' I 700 L Q M� J W Lo m 0 o cu N O �00 00 Ur DRAWN TR DATE 08/21/2018 SCALE AS SHOWN JOB NO. SHEET 6 of 7 scale: 3/16" = V-0" REVISIONS Master Bedroom 91 12x8 Garage IF----------------------- II I I I I I I I I I I I I I I I I I I NOTES: - COPPER 3/8 & 7/8 OVERHEAD - ALL METAL GRILLS - SEE ENERGY CALC AND MANUAL J FOR BUILDING VOLUME AND ALL OTHER SPECIFICATIONS Pantry Closet am C r ATTIC ACCESS L--_ 12" a Laundry iA R/A 22x22 II II II II II II II II II II II BEAM ABOVE Lanai ---J 0011 L-- SOFFIT O O (ba Q B' Kitchen fE d ----------------� SOFFIT (bat® 85 R/A 22x22 12' 1 0x1 4 A Entry Porch Great Room 1 1 0x1 4 -------_ ___ BEMAABOVE — — — — — Bedroom 3 c�- 14x8 f TRANSFER 14x8 RANSFEI 9' CLG 14x8 Bath 2 Bedroom 2 ---------, L._....... ...... ------ --- -.-.-.-._.-.-.-.--- .-.-.-.-.-.-.-.-.-.-.-.-.--- .-.-.-._.-.--- .-.-.-.J EAVE LINE AC Lavout scale: 1 /4" = T-O" OC O w w U co x � Z LL °) = C) N 2 LE w �0 w o 0_ 0 w z I- 00 m LL Q w U Q rnLY) T Q 0 � O 0 u_ 2 L N v(0 Q I D �(D EE Q m J(0 � W a U � ro a� m O 00 U `- r � DRAWN TR DATE 08/21/2018 SCALE AS SHOWN JOB NO. SHEET 7 of 7