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275 SHERRY DR - REVISION 4-19-18C Date: 4 1q Permit Number: Original Plans Examiner: Project Address: Contractor: V,0 1C' r,,,. Contact Phonel:' ,j'�"1-_ Revision / Plan Check / P Additional Increase in Site Plan Revised: 4 By signing below. I (print is ' usi of the n o��. CITY OF ATLANTIC BEACH 800 Seminole Road OFFICE COPY Atlantic Beach, Florida 32233 Telephone (904) 247-5800 FAX (904) 247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT _ Received by: Resubmitted: Project Name: T_ Contact Name: " n '> Contact e-mail: I-AIW t Fee (s) Due: $ .5_0• PC' rubric w u Approvai: 3 'ke2' affirm that the above revision (Contractor must sign if increase in valuation) Office Use Only Date: Zr Approved: X Rejected: Notified by Plan Review Comments; Gin a c n raG �� h- �� p, etc - �� ''o epa nt review required Yes No Building Ing Tree Administrator Public Works Public Utilities Public Safety Fire Services Plans Examiner F'2'17 Date Created 4/13/16 Rev. 3 DINING ROOM Cn 13'4'X9'-8" M 10' CLG. 210 O 21-411 le 41 5 N = I STOVE WITH I f C) l HOOD VENT O I °II t KITCHEN � I I I (1''4" ''- o ° 11-0X1T-011 I 10' CLG. DW AIC AD o o 41 `r' C) I L--___ OVEN _REF_ C14 OHC & M/W M OHC d' N N LAUNDRY ROOM CIO 10'-8"X5'-2" N N 10' CLG. 3080 WIH 0 �, F r M 0 N N r 20'-4" LIVING ROOM 17'-8"X20'-10" 10' CLG. 5' 4' g SELF-CLOSING M M O N PANTRY -10X5 2 j�PNITY ,_, 5'-2" POWDER 10' CLG. 5 -SH 10' CLG. STAIRS WITH (18)11" 3'-8"X7'-6" O co 8' CL N 0 TREADS AND (19) 20 MINUTE 7-3/16" RISERS IRE RATED DOOR W U 7-0710'-0" M 6'-6" 3060 SH II 3060 SH 13'-4" )TE BEDROOM 13' 1 6'-10" zt Cn =l Cn O' M 71-411 3 -8 1'-6" 3'-8" 4'-6" 2880 880 R&S wo Z N M J . CLOSET #1 R&S 4'-2"X7'-6" M. CLOSET #2 10' CLG. 4'-10"X4'- " O O Qf 10' CLG, 00 N N MAS ER BATHit 13 0 X9 -8 6 6 1 ' CLG. SHOWER WITH GLASS OTENCLOS JRE AND , TEMPE ED GLASS DOOR FOYER 7'-0"X20'-6" o 10' CLG. GARAGE M M 19'-8"X19'-8° 5'-2" 5'-4" 2'-10" 10' CLG. STAIRS WITH (18)11" `V 0 TREADS AND (19) J 7-3/16" RISERS LANDING FC> OFFICE r W U 7-0710'-0" Z a W W 5050 SH 1(' CLG. Ce 3080 � 0 N FRONT,ENTRY N Q 12"x12" COLUMN 14'-Q"X5'-9' T__4 (TYP.) , 10 ' CLG, 16'-0"X8'-0" GARAGE DOOR - — , — — — g1060 SH _ 3'-6" 5'-2" 2'-4" 2'-8" 4'-2" 3060 SH 10'-2" 10'-2" 4'-2" 2'-8" 20'-4" Ln 45' n 1 ST FLOOR PLAN SCALE: 114" =1'-0" d- 0 BUILDING AREAS 1ST FLOOR HEATED AREA 1,668 SF 2ND FLOOR HEATED AREA 1,046 SF TOTAL HEATED AREA 2,714 SF GARAGE 407 SF FRONT ENTRY 55 SF TOTAL UNDER ROOF 3,176 SF BACK PATIO 139 SF a 2ND FLOOR PLAN SCALE: 114" =1'-0" C:\Users\Bill Shields\Google Drive\1 -Drawing s\1WB Construction Group\2714L-10-8 275 Sherry Drive\2017-04-19 275 Sherry Dr 2714L-10-8.dwg, 4/19/2017 7:48:18 AM i FFICE COPY REVISION BP#!� - 5 /2--p- 26 6 DATE S % Z / / SIGNED Yh E •V N C7� I M �- L, o W (14 d- 0( Q LL CU © — z' - V i (n n � .... 1 CN N CUU i 0 C) z N 0 �Nr H � (aOf J 1,0 Q)ON z 0 M U Ln n m 3: n m Q) fu0 Date 04-19-17 scale AS SHOWN Job 2714L-10/8 Sheet A1.1 M M fV fV M J U_ W U = V w Z a W W V g 0 0 Ce � 0 N — LU N Q cr-O T__4 W U) Ln n CN E •V N C7� I M �- L, o W (14 d- 0( Q LL CU © — z' - V i (n n � .... 1 CN N CUU i 0 C) z N 0 �Nr H � (aOf J 1,0 Q)ON z 0 M U Ln n m 3: n m Q) fu0 Date 04-19-17 scale AS SHOWN Job 2714L-10/8 Sheet A1.1 N 0 N 3' a AIC PAD I DW 4' N r WALL LINES ABOVE FOUNDATION PLAN SCALE: 1/4" =1'-0" 20'-4" CP N CN N C\Users\Bill Shields\Google Drive\I -Drawing s\JWB Construction Group\2714L-10-8 275 Sherry Drive\2017-04-19 275 Sherry Dr 2714L-10-8.dwg, 4/19/2017 7:48:19 AM ti M M ti N N M U_ (n Z Z N W U z V Q w m a - W 0 LU 00 cn w � 45' 13'-8" 13'-5" 13'-8" FE 11-711 Q 5'-8" 10'-1" ti O VENT CALCULATIONS VLN I LU SUrH I VENTILATED ATTIC AREA: 1,046 SQ. FT. 1,046 / 300 = 3.49 SQ. FT. 3.49 SQ. FT. X 144 = 503 SQ. IN. TOTAL NET FREE VENT AREA 503 X 50% = 251,5 SQ, IN, NET FREE SOFFIT REQUIREMENT = 6.55 SQ. IN, NET FREE PER LF 251.5 / 6.55 = 39 LF VENTED SOFFIT REQUIRED OFF -RIDGE VENTS VENTILATED ATTIC AREA: 1,046 SQ. FT. 1,046 / 300 = 3.49 SQ. FT. 3.49 SQ. FT. X 144 = 503 SQ. IN. TOTAL NET FREE VENT AREA 503 X 50% = 251.5 SQ. IN. NET FREE ROOF PLAN SCALE: 1/4" =1'-0" IN P,1 OFFICE COPY REVISION t5P# Lb— �r2- -Gby DATE _/ Z- / /7 SIGNED Yn FDate04-19-17 S SHOWN 714L-10/8 1.2 0 N t.p N N fp J LL lU fu � U M �O Ln N M M N N M U_ (n Z Z N W U z V Q w m a - W 0 LU 00 cn w � z z 0 w 0 Ln Cie L N m D C w Z OO Ln Ln ro N IN P,1 OFFICE COPY REVISION t5P# Lb— �r2- -Gby DATE _/ Z- / /7 SIGNED Yn FDate04-19-17 S SHOWN 714L-10/8 1.2 0 N t.p N N fp J LL lU fu � U M �O Ln N � o V N ■ `� Cn / L LJL cu o W ro w � � d O Q - Uz C) X i 0 a �rr� I ON IN P,1 OFFICE COPY REVISION t5P# Lb— �r2- -Gby DATE _/ Z- / /7 SIGNED Yn FDate04-19-17 S SHOWN 714L-10/8 1.2 0 N t.p N N fp J LL lU fu � U M �O Ln N I 1 ST FLOOR ELECTRIC PLAN SCALE: 114" =1'-0" C\Users\Bill Shields\Google Drive\1-Drawings\1WB Construction Group\2714L-10-8 275 Sherry Drive\2017-04-19 27S Sherry Dr 2714L-10-8.dwg, 4/19/2017 7:48:20 AM LEGEND NOTES: 1. ELECTRICAL LAYOUT MUST MEET STATE AND LOCAL CODES. ELECTRICIAN TO VERIFY. 2. ALL FIXTURES TO BE CFL OR LED. 3. ALL OUTLETS THAT ARE NOT GFI TO BE AFCI PROTECTED. WALL LINES BELOW (TYP.) 2ND FLOOR ELECTRIC PLAN SCALE: 114" =1'-0" REVISION BP# /(,_ sFe - , bl y DATE_J 2 SfGNED �(� (2)110V OUTLETS ® (1) 220V DISCONNECT GFCl (2)110V WATERPROOF GFCI OUTLETS (INTERIOR) C_ WPI (2)110V WATERPROOF GFCI OUTLETS (EXTERIOR) t SINGLE POLE SWITCH t3 THREE WAY SWITCH Fs -1 LIGHT FIXTURE I EXHAUST FAN -0 WALL MOUNTED LIGHT FIXTURE J CEILING MOUNTED LIGHT FIXTURE 0 RECESSED LIGHT FIXTURE CL PENDANT LIGHTING = PRE -WIRE AND BRACE FOR CEILING FAN ® SMOKE/CARBON MONOXIDE DETECTOR V07 OPTIONAL FLOOD LIGHT LU 1'X4' FLOURESCENT LIGHT NOTES: 1. ELECTRICAL LAYOUT MUST MEET STATE AND LOCAL CODES. ELECTRICIAN TO VERIFY. 2. ALL FIXTURES TO BE CFL OR LED. 3. ALL OUTLETS THAT ARE NOT GFI TO BE AFCI PROTECTED. WALL LINES BELOW (TYP.) 2ND FLOOR ELECTRIC PLAN SCALE: 114" =1'-0" REVISION BP# /(,_ sFe - , bl y DATE_J 2 SfGNED �(� C) (3)ko N ro J ko ILL _ '> .-. �- �rn V a M koN U) 0 T 6 z Date 04-19-17 scale AS SHOWN Job 2714L-10/8 Sheet A1.3 M N (n �D N z M J LL CL N = V LU M V LU Z m f� W Z W W Lij O _ — oC LL_ O LU :> c~ z c N N U z o W Q U) CJS Ln ,--i n N C) (3)ko N ro J ko ILL _ '> .-. �- �rn V a M koN U) 0 T 6 z Date 04-19-17 scale AS SHOWN Job 2714L-10/8 Sheet A1.3 { �D V'C%j N M f� UZ W ,moi _ 0 c LU U z o x .d N 0 a . N N C) (3)ko N ro J ko ILL _ '> .-. �- �rn V a M koN U) 0 T 6 z Date 04-19-17 scale AS SHOWN Job 2714L-10/8 Sheet A1.3 4' BOARD AND BATTEN SIDING @ 24" O.C. (TYP.) lull n Ilull�JJLL_j O Ellmt�j COACH LIGHT (TYP.) DECORATIVE TRELLIS OVER GARAGE FRONT ELEVATION SCALE: 114" =1'-0" 12 5[- REAR ELEVATION SCALE: 114" =1'-0" C:\Users\Bill Shields\Google Drive\1-Drawings\JWB Construction Group\2714L-10-8 275 Sherry Drive\2017-04-19 275 Sherry Dr 2714L-10-8.dwg, 4/19/2017 748:21 AM 24'-6 7116" TOP OF ROOF h 19'-6114" BEARING HEIGHT b 11'-5118" 2ND FLOOR _4h_ 10'-1118" BEARING HEIGHT, 1"X4" HARDIE TRIM (TYP.) 0'-0" FINISHED FLOOR 4-8" GRADE 24'-6 7116" TOP OF ROOF h 19'-6114" BEARING HEIGHT, BOARD AND BATTEN SIDING @ 24" O.C. (TYP.) 11'-5118" 2ND FLOOR h 10'-1118" BEARING HEIGHTh 174" HARDIE TRIM (TYP.) 0'-0" FINISHED FLOOR 4-8" GRADE LEFT SIDE ELEVATION SCALE: 114" =1'-0" TAMKO SHINGLES OR APPROVED EQUAL (TYP) OVER GARAGE RIGHT SIDE ELEVATION SCALE: 114" =1'-0" 12 4' OFF -RIDGE VENT 12 4 4' OFF -RIDGE VENT 12 14 IVA BOARD AND BATTEN SIDING @ 24" O.C, (TYP,) HARDIEBOARD LAP SIDING (TYP.) TAMKO SHINGLES OR APPROVED EQUAL (TYP.) HARDIEBOARD LAP SIDING (TYP.) 24'-6 7116" TOP OF ROOF 19'-6114" BEARING HEIGHT _BOARD AND BATTEN SIDING @ 24" O.C. (TYP.) 11'-5118" 2ND FLOOR 10'-1118" BEARING HEIGHT _DECORATIVE TRELLIS OVER GARAGE —1"X4" HARDIE TRIM (TYP.) 0'-0" FINISHED FLOOR �. 4-8" GRADE 24'-6 7116" TOP OF ROOF 19'-6114" BEARING HEIGHT 11'-5118" 2ND FLOOR 10'-11/8" BEARING HEIGHT 1"X4" HARDIE TRIM (TYP,) 0'-0" FINISHED FLOOR -0'-8" GRADE OFFICE COPY 0 � N � J � 0)-T ko _'>,-. fl- V) 0) M 110 ern n 0 z Date 04-19-17 scale AS SHOWN Job 2714L-10/8 Sheet A2. 1 M M N N V M E' Cn J LL M LU ULUw Z m LUCe z o oC — w O � w > J w Ce N M LU w Q� v U' Ln o n CU N 0 � N � J � 0)-T ko _'>,-. fl- V) 0) M 110 ern n 0 z Date 04-19-17 scale AS SHOWN Job 2714L-10/8 Sheet A2. 1 V � E' Cn .; M O nL Ln N W to w Q� v U' a� - o CU C- CIO Ln a }, CUD .r. I r,4 ( f') u a� 0 � N � J � 0)-T ko _'>,-. fl- V) 0) M 110 ern n 0 z Date 04-19-17 scale AS SHOWN Job 2714L-10/8 Sheet A2. 1 ao 0 TAMKO SHINGLES OR APPROVED EQUAL LR2 E-ENGINEERED TRUSS ROOF SYSTEM SEE 2X BLOCKING* P ELEV. AFIRE CAULKED* R-38 INSULATION 5/8" GYP. BOARD DOUBLE 2X TOP PLATE WITH _/ APPROVED HURRICANE ANCHOR AT ENDS OF EACH TRUSS *IF WITHIN 5' OF PROPERTY LINE, FIRE BLOCK AND FIRE CAULK BETWEEN TRUSSES TO BOTTOM OF ROOF DECK DRYWALL OR OTHER FINISH MATERIAL IF APPLICABLE 16" FLOOR TRUSS R-30 INSULATION 5/8" GYP. BOARD DRYWALL OR OTHER FINISH MATERIAL IF APPLICABLE FASCIA STYLE PER BUILDER VINYL SOFFIT (TYP.) R13 INSULATION 274" FRAMING (TYP.) 11'-51/8" 2ND FLOOR 10'-11/8" BEARING HEIGH R13 INSULATION 274" FRAMING (TYP.) SEE ELEVATIONS FOR EXTERIOR FINISH MATERIAL NOTE: THIS WALL SECTION IS FOR AESTHETIC PURPOSES ONLY. VERIFY ALL CONDITIONS SHOWN WITH BUILDER. SEE STRUCTURAL PLANS FOR CONNECTIONS AND TIE DOWN INFORMATION, C:\Users\Bill Shields\Google Drive\1-Drawings\1WB Construction Group\2714L-10-8 275 Sherry Drive\2017-04-19 275 Sherry Dr 2714L-10-S.dwg, 4/19/2017 748:22 AM DRYWALL OR OTHER FINISH MATERIAL IF APPLICABLE SEE ELEVATIONSOR EXTERIOR FINISH ATERIAL NOTE: THIS WALLSECTION IS FOR AESTHETIC PURPO ES ONLY, VERIFY ALL CONDITIONS SHOWN WITH BUILDER. SEE STR CTURAL PLANS FOR CONNECTION1 AND TIE DOWN b b INFORM (STEM WALL OPTION) SCALE :1" =1'-0" 8" CMU; SEE STRUCTURAL 2-3/4" N N N N 3/8" OR 5/8" 26 GAUGE GALVANIZEDp 26 GAUGE GALVANIZED 32 GAUGE GALVANIZED A 2-1/2" METAL DRIP EDGE B 5"X5" ANGLE FLASHING C "Z" FLASHING SHINGLES: VALLEY FLASHING: UL CLASS A FIRE RATING: ASTM D 3018, TYPE 1 26 GA. GALVANIZED, 18" WIDE UL WIND RESISTANCE: FASTENING: UASTM D 3161, TYPE I (MODIFIED TO 110 MPH) (4)11 OR 12 GAUGE NAILS 1-1/4" LONG WITH 3/8" 0 HEAD FLASHING DETAILS AND SHINGLE INFORMATION SCALE: 3" =1'-0" FIBERGLASS SHINGLE ROOFING OVER UNDERLAYMENT INSTALL SHINGLES OVER ORV VENT FLANGE AT HEAD GALVANIZED METAL ORV WITH BAFFLE SET IN PLASTIC ROOF CEMENT OR SEALANT SCREEN INSTALL ORV FLANGE OVER SHINGLES AT BASE 7/16" OSB OVER PRE-ENGINEERED WOOD TRUSSES OFF RIDGE VENT DETAIL NOT TO SCALE APPROVED WEATHER BARRIER OVER USE INSTALL 4" WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME BY 1/4" AND 1" BEYOND DOOR JAMB INSTALL 4" WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOORFRAME BY 1/4" CUT WEATHER BARRIER IN AND AROUNDJAMBS SET THRESHOLD IN BED OF SEALANT DOOR FLASHING INSTALLATION AND DETAIL SCALE: N.T.S. GENERAL NOTES: 1, PARKING BUMPER (IF REQUIRED) MUST BE INSTALLED BEFORE C.O. 2.5/8" TYPE "X' GYP. BOARD REQUIRED ON CEILING OF GARAGE WHERE HABITAL SPACE IS ABOVE PER FBC R302.6, 3. HVAC PENETRATING RATED ASSEMBLIES TO COMPLY WITH FBC R302.5. 4. UNDER STAIR PROTECTION TO COMPLY WITH FBC R302,7 (IF ACCESSIBLE). GUARDRAIL NOTE: DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING CODES R312,1 -R312.2 FOR GUARDRAIL REQUIREMENTS AND OPENINGS, *HEIGHT SHALL BE 36" MIN. WHEN PORCH, BALCONY OR RAISED FLOOR EXCEEDS 30" ABOVE FLOOR OR GRADE AND SHALL BE 34" ON OPEN SIDES OF STAIRS THAT EXCEED 30" OR MORE ABOVE FLOOR OR GRADE. *OPENINGS SHALL HAVE INTERMEDIATE RAILS OR CLOSURES WHICH DO NOT ALLOW PASSAGE OF SPHERE 4" OR GREATER IN DIAMETER, REQUIRED GUARD RAILS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW SPHERE GREATER THAN 4-3/8" IN DIAMETER TO PASS THROUGH. HANDRAIL NOTE: DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING CODES R311.5,6 -R311.5.6.3 FOR HANDRAIL HEIGHT CONTINUITY AND SIZE. *HEIGHT: MUST BE BETWEEN 34-38" MEASURED VERTICALLY FROM SLOPED PLANE. *CONTINUITY: HANDRAIL MUST BE CONTINUOUS THROUGH FULL LENGTH OF FLIGHT FROM POINT DIRECTLY ABOVE HIGHEST RISER TO POINT DIRECTLY ABOVE LOWEST RISER, HANDRAIL ENDS SHOULD TERMINATE IN NEWEL POSTS OR SAFETY TERMINAL OR RETURN TO WALL. HANDRAILS SHALL BE ALLOWED TO BE INTERRUPTED BY NEWEL POSTS. *SIZE: SHALL HAVE OUTSIDE DIAMETER BETWEEN 1-1/4"-2" IF CIRCULAR. SHALL HAVE BETWEEN 4-6" PERIMETER IF NOT CIRCULAR. CONCRETE FOOTING; SEE STAIR NOTE: STRUCTURAL DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING CODES R311.5,1 -R311,5,5 FOR TREAD DEPTH, RISER HEIGHTS AND STAIR WIDTHS. *RISERS: 7-3/4" MAXIMUM WITH NO MORE THAN 3/8" DIFFERENCE BETWEEN HIGHEST AND LOWEST RISER. TREADS: 10" MINIMUM DEPTH WITH NO MORE THAN 3/8" DIFFERENCE BETWEEN LONGEST AND SHORTEST TREAD. THE SUM OF 2 TREADS AND 1 RISER TO BE NOT LESS THAN 24" AND NOT MORE THAN 25". *WIDTH: 36" MINIMUM CLEAR WIDTH ABOVE HANDRAIL AND 31-1/2" BELOW HANDRAIL. R703.8 FLASHING: APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN SUCH A MANOR TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED ANTI -CORROSION RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 2. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 3. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 4. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OR WOOD FRAMED CONSTRUCTION. 5. AT ALL WALL AND ROOD INTERSECTIONS, 6. AT BUILT IN GUTTERS. VALLEY SHINGLE INSTALLATION: INSTALL SHINGLES USING WEAVE METHOD 1. EXTEND (1) FULL END SHINGLE MINIMUM 12" PAST CENTER LINE OF VALLEY, SEE MANUFACTURERS WRITTEN INSTRUCTIONS FOR ADDITIONAL INSTALL INFORMATION. 2. DO NOT NAIL MINIMUM 6" FROM VALLEY CENTER LINE. OVER PRE-ENGINEERED WOOD TRUSSES 24" WIDE METAL VALLEY FLASHING OVER 15# FELT OVER 7/16" OSB VALLEY FLASHING DETAIL NOT TO SCALE ED METAL FLANGE PLUMBING STACK FLASHING DETAIL NOT TO SCALE STEPS (DIN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. CUT AT INVERTED "Y". 02 INSTALL 6" WIDE SELF ADHESIVE SILL FLASHING THAT EXTENDS 4" BEYOND OPENING. 03 APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. ® APPLY A 4" SELF ADHESIVE JAMB FLASHING OVERLAPPING THE WINDOW FLANGE EXTENDED 4" PAST THE ROUGH OPENING. 50 APPLY A 4" SELF ADHESIVE HEAD FLASHING OVERLAPPING THE WINDOW FLANGE EXTENDED 4" PAST THE ROUGH OPENING. © REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE DIAGRAM. Q JAMB FLASHING EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8-1/2" ABOVE ROUGH OPENING AT HEAD, TUCK TOP OF JAMB FLASHING UNDER THE FLAP OF WRB AT THE HEAD. SEE DIAGRAM. OWEATHER RESISTANT BARRIER (WRB AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. �- n 9.. TO REJECT PASSAGE GUARDRAIL DETAIL SCALE :1 1 /2" =1'-0" ® JAMB FLASHING APPLY CONT. SELF ADHESIVE FLASHING THAT EXTENDS AT LEAST 4" BEYOND ROUGH OPENING. SECURE WRB AT HEAD © FLASHING AT HEAD EXTENDS 0 1" BEYOND JAMB FLASHING. (D HEAD FLASHING EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT). FLASHINGEXTEND HEAD AMB FLASHING. FASTEN IN PLACE. I- SILLFLASHING SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS. SECTION A -A THROUGH WINDOW JAMB SEALANT BEAD BEHIND MOUNTING FLANGE. A INTERIOR virvv TOP LEFT CORNER OF WINDOW A FLASHINGS ' WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. WINDOW INSTALLATION SCALE: N.T,S, M M N N M J LL W V V LQu Z m W U m Ln � w ! W O W c~ cr_l oc W Ln Ln N R LU Ln J OFFICE COPY 0 Ln Ln N r\ J 3LL n Cng110 1 u U n M l0 Ln t\ a m .41 r� 0 Cate 04-19-17 Scale AS SHOWN Job 2714L-10/8 Sheet All V`D '� N vy a M > J "m L.L O N a, d- 0i w Q Qa� U.. z E O ICU y W W Ul o X •NUP C1.N Cn N '—I O l Oate. I 1 N OFFICE COPY 0 Ln Ln N r\ J 3LL n Cng110 1 u U n M l0 Ln t\ a m .41 r� 0 Cate 04-19-17 Scale AS SHOWN Job 2714L-10/8 Sheet All STANDING SEAM METAL ROOF 3 4" 1X6 `-1X2 7'-4" 81-411 FRONT VIEW I C:\Users\Bill Shields\Google Drive\1 -Drawing s\JWB Construction Group\2714L-10-8 275 Sherry Drive\2017-04-19 275 Sherry Dr 2714L-10-8.dwg, 4/19/2017 7:48:24 AM /—FINISHED GRADE BUMP OUT DETAIL SCALE :1" =1'-0" 4" 1X2 LAID HORIZOTNALLY 1X2 1X6 SIDE VIEW -FRONT WALL STANDING SEAM METAL ROOF 1X2 LAID HORIZOTNALLY 1X2 1X2 1' 4" 4" 4" 2" TRIM 1X4 TRIM INSET AREA INSET AREA 1X4 TRIM 2" TRIM NOTE: OVERALL COLUMN HEIGHTS WILL VARY AT 1ST AND 2ND FLOOR. FRONT ELEVATION COLUMN DETAIL SCALE :1" =1'-0" M v r N N M J LL_ w Q V w Z m W 3 4" 1X6 `-1X2 7'-4" 81-411 FRONT VIEW I C:\Users\Bill Shields\Google Drive\1 -Drawing s\JWB Construction Group\2714L-10-8 275 Sherry Drive\2017-04-19 275 Sherry Dr 2714L-10-8.dwg, 4/19/2017 7:48:24 AM /—FINISHED GRADE BUMP OUT DETAIL SCALE :1" =1'-0" 4" 1X2 LAID HORIZOTNALLY 1X2 1X6 SIDE VIEW -FRONT WALL STANDING SEAM METAL ROOF 1X2 LAID HORIZOTNALLY 1X2 1X2 1' 4" 4" 4" 2" TRIM 1X4 TRIM INSET AREA INSET AREA 1X4 TRIM 2" TRIM NOTE: OVERALL COLUMN HEIGHTS WILL VARY AT 1ST AND 2ND FLOOR. FRONT ELEVATION COLUMN DETAIL SCALE :1" =1'-0" V' N Cn �— M U_ W^ , O W V Lin v , � m = N Q C LL Q N — Z X ui �o to N I CnO ce o a) z N O fu J l.0 b U I V � � 110 cC _ C LI) C,U)rn (n - _y_rn .� zfu O co U `O Ln m 3: n m a� 0 0 Q) W p Date 04-19-17 OFFICE COP'S scale AS SHOWN Job 2714L-10/8 Sheet A3.2 M M N N M J LL_ w Q V w Z m W U � p H LU D Q � � O w N C2 Ce W V) Ln N V' N Cn �— M U_ W^ , O W V Lin v , � m = N Q C LL Q N — Z X ui �o to N I CnO ce o a) z N O fu J l.0 b U I V � � 110 cC _ C LI) C,U)rn (n - _y_rn .� zfu O co U `O Ln m 3: n m a� 0 0 Q) W p Date 04-19-17 OFFICE COP'S scale AS SHOWN Job 2714L-10/8 Sheet A3.2