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1817 ATLANTIC BEACH DR - PERMIT RES17-0249 DWGSAll claims for error or defective material must be made within 5 days of receipt of goods and prior to installation. Otherwise, :said claim will be denied. _n LOADING CRITERIA .. Roof Floor .r.' _ _ 2r o° Top Chord Live Load 20.00 40.00 p.s.f. z D a7 ° #i Top Chord Dead Load 7.00 10.00 p.s.f. 5impson m Iu;eb Lb Simpson THA422 19 Simpson THAC422 2 Simpson HUC414* 1 Simpson HU416 1 Simpson HHGUS5.5 SDS 1 0 N g� 2X_ LEDGER b CO Q........µ............._..._....,...� Bottom Chord Live Load 0.00 0.00 p.SJ 3� O Bottom Chord Dead Load 10.00 5.00 p.s.1 _.. Jol Total Load 37 55 p.s.1 2, 0" 7 0" 1,2'0" 2' 0" 2' 0" 1,2'0" 70" 2' °„ 7 0" J02 Duration Factor 1.25 1.00 !. J03 Building Code FBC 2014 RES l O ui w Wind Standard ASCE 7-10 3 Q F01(3)� o FO B(5) X02(3) FWind Speed 130 m.p.h.es_ 03(4) F04(8) iii E o o # o p' ! Wind Usage RES. CAT II 'E Z cccm 0oa'0' 0 Building Exposure Co° oo" 2' o„ o" o" o" t N 0" It. 0" It, 0" 12' 0" G01 J12 J11 2,40"2' 0" 7 0" 2' 0" 2' Jot ■ • • • k r o i o r ~ ; Building Type Closed .; c O � m m. � r � i✓i NOTE E c w cc w L. wo x i s o m ca ti V o It is the responsibility of the building designer or architect to o' 13 13 provide an appropriate connection for trusses to supporting 11 • •I CM v � a E' � structure per reactions shown on buss engineering. Special K,,�: j z o o m; ci ! considerations kir mechanical equipment and/or plumbing (and L `r • j j m c+' their connections) 1n truss space must be diagrammed by the SM O builder an approved truss layout prior to fabncaton 'I 1111 t! !11!Ih ry 1'cc o,r r y 0 ZOC o O 1 3 ) IN Q `� o z O u� Manning Building Supplies is a truss manufacturer whose F17 m I i °' d w v Q Z� responsibilities are limited to those describes in WTCA 1-1995 r j N ro G $ Q 0 (sections 6.0 and 7.0). Accordingly, it disclaims any • 2' 0' 2' 0" 2' 0" 2' 0" 2' 0" - r LL c > > \ W responsibilities for the the construction design, drawings, D06 a o h ¢ Q !. t�7 Q documents including the installation and bracing of trusses _� 1 I O�.: manufactured b ManningBuilding Supplies. j 4 la { R maQ Warning: 1 y05 0" ' 0" 0" u • - ) I�i 4'+ 6 12 10 ❑ ❑ Conventional framing, erection and/or permanent bracing is not IBM6 "v+izel o the responsibility of the truss designer, plate manufacturer, or 3 ` ?.. truss manufacturer. Persons erecting trusses are cautioned to tip seek professional advice regarding erection bracing which is :r 'v • ` 2' 0" ' 2' 0' 2' 0" Hruzs ' _ always required to prevent toppling and may be re during ti p �' 11' t 1d2" i o erection; and permanent bracing which maybe required in un zs N specific applications. See "Bracing wood trusses commentary 4 . 2' 0" 2' 0" 7 0" ` 7 0" 2' 0" P 2' 0" 7 0" 2' 0" d recommendations CSI 1 further information. Pe 9 M an recommen a ions (B -03) for ur er in or ion. I o N •' 2XLEDGER HTu2e iv F. Trusses shall be installed in a straight and plumb positron r sa^ 503(4)o- E02(7) Where no sheathing is applied directly to the top and/or bottom g o HTuzs N c chords, they she// be braced as specified on the engineered r J I Ld i g design. Trusses shall be handled with reasonable care during er attato prevent r da on �T� 1 r x � 91- 11 112" TO TOP OF BEAM 001 tv HTuze' mage w personal injury. � Y / _ Doi 9 J01 Approved truss anchor by builder. In 23 0" J04 2x4 minimum top and bottom chords. nzs` Bos ''`• j • Square cut overhangs. ''-�� N 12 NG POST Hru2s ` ) c t 1 j �o Hatch Legend "use 3&7 / i S)b IN 0 - { , LL �W 1 1/8" PLATE HEIGHT 805 o - ss, 1/8" PLATE HEIGHT B04 j o HUCB 414��_:.L.... , ;L. A/C CHASE N t N a -WAS"__ "W ®' • (,.. �i # ALL OVERHANGS rT Q ADDED BY OTHERS 802 a -J12 b io BOt 0" 2' 0" 2' 0,. , °„ 2 0. 2 0" 2' 0., R Jt i J02 • ■ • f J02 v 2' 0" 2' °„ 2' °" 2' °" 2' 0" 2'°" „ 1st Floor - "'JOt � N r � � g, ✓rte 30' 0" Approved crus anchor by buFlNaSR TRUSS 31/2"Ribbon -1 Nomn 20" 5 112 BRG." Typical Truss 'Ends JO1 J01 1 4s J06(6) �' o ✓�� �, _�M- -- 17' 11 15/16" FLORIDA PRODUCT APPROVAL CODES: MITEK P TES 2197...... WEYERHAEUSER - EVEREDGE LVL 21359 ..... WEYERHAEUSER EEI-JOIST 21360. ... WEYERHAEUSER RIMBOARD 6527.5 8 112" 5.1/2" 1 N�g Y OTHERS ®RG, "Unless note otherwise. Engineer of Record: Jeffrey K. Hulsberg - FL PE #33152 11481 Old St. Augustine Rd #202„ Jacksonville, FL 32258 anning Building Supplies, INC. 11155 Philips Parkway Dr, E. fens Jacksonville, FL 32255 Phone: (904) 258-8225 Fax: (904) 260.2981 lnr, JAXTRt'. ON'! us mer Riverside Homes Job ame: Lemasters Res (Rio -Coastal) 44 / ! ABCC cele: ate: awn u er N.T.S. 10/6/2017 JK J170573 Products PlotID Length Product Plies Net Qty BM14' 0" 1 3/4" x 20" 2.0E EverEdgeT"' LVL 3 3 BM2 22'0" 1 3/4" x 20" 2.0E EverEdgeTm LVL 2 2 BM3 24'0" 1 3/4" x 20" 2.0E EverEdgeTm LVL 3 3 BM4 8'0" 1 3/4" x 20" 2.0E EverEdgeT11 LVL 2 2 BM5 I 1, 0" 1 3/4" x 20" 2.0E EverEdgeTm LVL 2 2 BM6 ' 0" 1 3/4" x 20" 2.0E EverEdgeTA4 LVL 2 2 CO Q........µ............._..._....,...� Bottom Chord Live Load 0.00 0.00 p.SJ 3� O Bottom Chord Dead Load 10.00 5.00 p.s.1 _.. Jol Total Load 37 55 p.s.1 2, 0" 7 0" 1,2'0" 2' 0" 2' 0" 1,2'0" 70" 2' °„ 7 0" J02 Duration Factor 1.25 1.00 !. J03 Building Code FBC 2014 RES l O ui w Wind Standard ASCE 7-10 3 Q F01(3)� o FO B(5) X02(3) FWind Speed 130 m.p.h.es_ 03(4) F04(8) iii E o o # o p' ! Wind Usage RES. CAT II 'E Z cccm 0oa'0' 0 Building Exposure Co° oo" 2' o„ o" o" o" t N 0" It. 0" It, 0" 12' 0" G01 J12 J11 2,40"2' 0" 7 0" 2' 0" 2' Jot ■ • • • k r o i o r ~ ; Building Type Closed .; c O � m m. � r � i✓i NOTE E c w cc w L. wo x i s o m ca ti V o It is the responsibility of the building designer or architect to o' 13 13 provide an appropriate connection for trusses to supporting 11 • •I CM v � a E' � structure per reactions shown on buss engineering. Special K,,�: j z o o m; ci ! considerations kir mechanical equipment and/or plumbing (and L `r • j j m c+' their connections) 1n truss space must be diagrammed by the SM O builder an approved truss layout prior to fabncaton 'I 1111 t! !11!Ih ry 1'cc o,r r y 0 ZOC o O 1 3 ) IN Q `� o z O u� Manning Building Supplies is a truss manufacturer whose F17 m I i °' d w v Q Z� responsibilities are limited to those describes in WTCA 1-1995 r j N ro G $ Q 0 (sections 6.0 and 7.0). Accordingly, it disclaims any • 2' 0' 2' 0" 2' 0" 2' 0" 2' 0" - r LL c > > \ W responsibilities for the the construction design, drawings, D06 a o h ¢ Q !. t�7 Q documents including the installation and bracing of trusses _� 1 I O�.: manufactured b ManningBuilding Supplies. j 4 la { R maQ Warning: 1 y05 0" ' 0" 0" u • - ) I�i 4'+ 6 12 10 ❑ ❑ Conventional framing, erection and/or permanent bracing is not IBM6 "v+izel o the responsibility of the truss designer, plate manufacturer, or 3 ` ?.. truss manufacturer. Persons erecting trusses are cautioned to tip seek professional advice regarding erection bracing which is :r 'v • ` 2' 0" ' 2' 0' 2' 0" Hruzs ' _ always required to prevent toppling and may be re during ti p �' 11' t 1d2" i o erection; and permanent bracing which maybe required in un zs N specific applications. See "Bracing wood trusses commentary 4 . 2' 0" 2' 0" 7 0" ` 7 0" 2' 0" P 2' 0" 7 0" 2' 0" d recommendations CSI 1 further information. Pe 9 M an recommen a ions (B -03) for ur er in or ion. I o N •' 2XLEDGER HTu2e iv F. Trusses shall be installed in a straight and plumb positron r sa^ 503(4)o- E02(7) Where no sheathing is applied directly to the top and/or bottom g o HTuzs N c chords, they she// be braced as specified on the engineered r J I Ld i g design. Trusses shall be handled with reasonable care during er attato prevent r da on �T� 1 r x � 91- 11 112" TO TOP OF BEAM 001 tv HTuze' mage w personal injury. � Y / _ Doi 9 J01 Approved truss anchor by builder. In 23 0" J04 2x4 minimum top and bottom chords. nzs` Bos ''`• j • Square cut overhangs. ''-�� N 12 NG POST Hru2s ` ) c t 1 j �o Hatch Legend "use 3&7 / i S)b IN 0 - { , LL �W 1 1/8" PLATE HEIGHT 805 o - ss, 1/8" PLATE HEIGHT B04 j o HUCB 414��_:.L.... , ;L. A/C CHASE N t N a -WAS"__ "W ®' • (,.. �i # ALL OVERHANGS rT Q ADDED BY OTHERS 802 a -J12 b io BOt 0" 2' 0" 2' 0,. , °„ 2 0. 2 0" 2' 0., R Jt i J02 • ■ • f J02 v 2' 0" 2' °„ 2' °" 2' °" 2' 0" 2'°" „ 1st Floor - "'JOt � N r � � g, ✓rte 30' 0" Approved crus anchor by buFlNaSR TRUSS 31/2"Ribbon -1 Nomn 20" 5 112 BRG." Typical Truss 'Ends JO1 J01 1 4s J06(6) �' o ✓�� �, _�M- -- 17' 11 15/16" FLORIDA PRODUCT APPROVAL CODES: MITEK P TES 2197...... WEYERHAEUSER - EVEREDGE LVL 21359 ..... WEYERHAEUSER EEI-JOIST 21360. ... WEYERHAEUSER RIMBOARD 6527.5 8 112" 5.1/2" 1 N�g Y OTHERS ®RG, "Unless note otherwise. Engineer of Record: Jeffrey K. Hulsberg - FL PE #33152 11481 Old St. Augustine Rd #202„ Jacksonville, FL 32258 anning Building Supplies, INC. 11155 Philips Parkway Dr, E. fens Jacksonville, FL 32255 Phone: (904) 258-8225 Fax: (904) 260.2981 lnr, JAXTRt'. ON'! us mer Riverside Homes Job ame: Lemasters Res (Rio -Coastal) 44 / ! ABCC cele: ate: awn u er N.T.S. 10/6/2017 JK J170573 All claims for error or defective material must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. ib r Truss Connector Manuf Product Total _List Qty I� H G U328-2 HTU 1 6 11 1� 23' 00" I i.15'0 -_ L2r 0" -I 7' grr 1. " 2nd Floor €r b SHOP DRAWING REVIEW DISPOSITION ATTENTION: Review of shop drawings is only for conformi the design concept of the project and does not relieve the ( of responsibility for any deviation from the requirements of drawings. Contractor shall determine and verify all field meas 0 APPROVED 0 REIJRNED FOR COR 0 APPROVED AS NOTED 0 RETURNED WITHOU 0 NOT APPROVED 0 MTRANSMITTAL' COMMENTS BY DATE ko I HULSBERG ENGINEERING, INC. 11f�8L 11481 ST. AUGUSTINE RD. # 202 JACKSONVILLE, FL 32258 1/8" PLATE HEIGHT 10'- 1 1/8" PLATE HEIGHT I A/C CHASE FLORIDA PRODUCT APPROVAL CODES: MITEK�PLATES 2197...... WEYERHAEUSER - EVEREDGE LVL 21359 ..... WEYERHAEUSER EEI-JOIST 21360...... WEYERHAEUSER RIMBOARD 6527.,5 Roof Floor Top Chord Live Load 20.00 40.00 p.s.f. ® Top Chord Dead Load 7.00 10.00 p.s.f. 'n Bottom Chord Live Load 0.00 0.00 p.s.f. Bottom Chord Dead Load 10.00 5.00 p.s.f. Total Load 37 55 p.s.f. M Duration Factor 1.25 1,00 Building Code FBC 2014 RES o Wind Standard ASCE 7-10 Wind Speed 130 m.p.h. Wind Usage RES. CAT II Building Exposure C Building Type Closed NOTE It is the responsibility of the building designer or architect to provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering. Special nce with 3ntractor considerations for mechanical equipment and/or plumbing (and their connections) in truss space must be diagrammed by the builder an approvedtruss layout prior to fabricaton. the shop Manning Building Supplies is a truss manufacturer whose ,rementii. ;ECTION responsibilities are limited to those described in WTCA 1-1995 (sections 6.0 and 7.0). Accordingly, it disclaims any responsibilities for the the construction design, drawings, documents including the installation and bracing of trusses manufactured by Manning Building Supplies. Warning: ACTION Conventional framing, erection and/or permanent bracing is not TTER the responsibility of the truss designer, plate manufacturer, or truss manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection; and permanent bracing which may be required in 5 specific applications. See "Bracing wood trusses commentary and recommendations (BCS/ 1-03) for further information. Trusses shall be installed in a straight and plumb position. Where no sheathing is applied directly to the top and/or bottom chords, they shall be braced as specified on the engineered design. Trusses shall be handled with reasonable care during erection to prevent damage or personal injury. Approved truss anchor by builder. 2x4 minimum top and bottom chords. Square cut overhangs. 12 3&7 81 /2" BY OTHERS BRG. Un Mass otherwise. Typical Truss Ends Engineer of Record: Jeffrey K. Hulsberg - FL PE #33152 11481 Old St. Augustine Rd #202, Jacksonville, FL 32258 Manning -Building INC. 11155 Philips Parkway Dr. E. Jacksonville, FL 32256 fensSupplies, Phone! (904)268.8225 Fax: (904) 260-2981 ori rl0M us omen: Riverside Homes Job Name: Lemasters Res (Rio -Coastal) o ! ubdry - 44 / / ABCC Scale: N.T.S. 10/6/2017 wn By,, JK FT05_Num5__: IJ170573 n I I I I I I I I I I 4x4 PT. POST WR WWTO810 I 1 I LANAI s I T x wa I I I I I I I I I I I I I I FUTURE I YENTEDHOOD —46'h WALLWICAr 6'{r 3-50a EGRE55 SILLO -IF MF 2'I BX�d FA LY M 1. a'6' 21 , Z-6' 2-0- 5. -0•SI 2W AF 5 (2SILL 0 SF TMPRD 02'-6"AFF - ShL04W"AFF FRCE srANwIG ruB SII i VMR K5 ZoY� o -- 1ZXID 92-0 STORAGE UNDER rAWLE55 VITS,` HB. STAIRS I TUB GAS WH SILL 02'-6"AFF �0 VE carc 5TOW 9-0' ZAKTQ1 3r acLG. 0 4 SPG , LANAI -- na Static= iZ p� ) T -o TOTAL COVERED ° DINING 30605H 14' O 1WR `P �0 o Duct Sizes shown in Area XLength 51LL02'-a'AFF _---___— -- ------- f$ ------- — .TEL= 0 9W� � % a 4x0 PT. P05TJ 2'9" re' § A1O COMP. A� ® WRAPPED TO 6x6(TYP 2040 SH 51.. P'0'AFF PREPL UTILITY INC Y —_ -- J ROD d 5H - CAE i Z IT,, I ,: 4• SUITE r 19-01x,r vat" ' 517 ' DAV W/015P. 1oc =�! 4^ PORCH %70.G. < KITCHEN%� ti II r, 112,E z -B• AFOR��x&36'GAS _ ' ; OPEN I I = _ GARAGE 9 Quo x� yx/ B �'g OOOKTOP wi VENTED ISD rDR7WER�REF. Y Iap N 3 "'z ♦�/� 1O'LLG �, 6'-6' 24'.0'xw0 a OVENS__ OF1� ________y ____ 57L8 X/o mQo 1a-I}•PL. Hr. HB.5 SILL 0 - 6 ►� Q HB. IARR ROD d 5H B'O 3og s IT$"� aao' E a r- ------ -- 55H - - ----J --ROD&5H_-- I�'ANI CEDAR b — EICLOSLRE 11 W Ill III L JI 7'0 a'i4' LNDRY 06F4o I I DDDR 151 a/&' Mw. t a GA I OUP COKE 0 20 a % MI E FlRE TED NG) i ♦ �.. °8° PKi (SEIFLLO `H STORAGE UNDER yy CLG. STAIRS I R �0 VE gX10 FOYER 9-0' ZAKTQ1 3r acLG. 0 Friction Loss = , OS SPG , LANAI -- na Static= iZ p� ) T -o TOTAL COVERED ° DINING 30605H 14' O 1WR `P �0 o Duct Sizes shown in Area XLength I I i A I I I X7CLG VE Yd 9-0' ZAKTQ1 a10126• a' -T Friction Loss = , OS SPG , LANAI -- na Static= iZ p� ) T -o TOTAL COVERED n'o —"— 30605H � Duct Sizes shown in Area XLength 51LL02'-a'AFF _---___— -- ------- f$ ------- — .TEL= 0 OVER 3S'b WAL--- 4x0 PT. P05TJ C=CFM on Drawing 6�5— WRAPPED TO 6x6(TYP -2' Y —_ -- J II CAE IT,, I ,: 4• SUITE r 19-01x,r vat" ' 517 ' DAV W/015P. II 4^ PORCH %70.G. < KITCHEN%� ti II r, 112,E z -B• AFOR��x&36'GAS _ ' ; OPEN I I COURTYARD I Quo x� PREPL 5 B �'g OOOKTOP wi VENTED ISD rDR7WER�REF. Y Iap N I� -..oma. OVENS__ OF1� ________y ____ 57L8 ____u 4x4 P.T. POSY --- WRAPPED T06x6 --------- — HB.5 SILL 0 - ' AFF Q HB. IARR ROD d 5H B'O IT$"� aao' T 4 �a ------ -- STORAGE CEDAR EICLOSLRE I I i A I a Loc - PER 4S I 3 9�i Yd Duct Sized per ASHRAE Standards m,/W' 4"d 6 a I I SELF Cl05NG AND I I a Loc - PER 4S I 3 ea 6•d Duct Sized per ASHRAE Standards m,/W' p° 6 a Friction Loss = , OS SPG , LANAI V I VEE /�lA1�V 15 L_.. L Y V I SELF Cl05NG AND g GUE5T QUARTERS "i , 26'r Loc - PER 4S I 3 ea - ?> 117447PL HT. 34'd° Duct Sized per ASHRAE Standards m,/W' p° 25-0• Friction Loss = , OS SPG , LANAI -- na Static= iZ p� ) T -o TOTAL COVERED n'o —"— Uta—FM— y0 Ctr" � Duct Sizes shown in Area XLength _---___— -- ------- f$ ------- — .TEL= 0 4x0 PT. P05TJ C=CFM on Drawing WRAPPED TO 6x6(TYP II GUESTfA 4• SUITE r I I �a& I I 417 II %70.G. < ti II r, 112,E z -B• _ ' ; OPEN I I COURTYARD I Quo x� GN�L M POOL I� -..oma. n�u_ I 2v,Q Q HB. IARR ROD d 5H B'O mo 7-0• ------ -- STORAGE 15t FLOOR f2LAN NOTE TO FRAMER: FEXTERIORW_A_LL­S_1N7E_T_1/7"_FR0M SLAB EDGE SQ. FTG. CALCULATIONS 15T FLOOR LIVING 2075 GUE5T QUARTERS 312 2ND FLOOR LIVING ea TOTAL LIVING 3763 GARAGE t2"d PORCH 83 LANAI 367 6EYaro 321 TOTAL COVERED q � SQ. FTG. CALCULATIONS 15T FLOOR LIVING 2075 GUE5T QUARTERS 312 2ND FLOOR LIVING 1376 TOTAL LIVING 3763 GARAGE 816 PORCH 83 LANAI 367 BREEZEWAY 321 TOTAL COVERED 5350 11 1 u� n I MECHANICAL EQUIPMENT NOTES: FDGR302.52: DUCTS IN GARAGE SHALL DE MIN 26 GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE ALLOWED. FDC -R, M1305.1.1: MIN 4" CLEARANCE REQUIRED AROUND ALL SIDES OF MECHANICAL EQUIPMENT AND COMPONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH OF THE ENCLOSING SPACE DEING AT LEAST 12" WIDER THAN THE FURNACE OR AIR HANDLER GROUND -MOUNTED MECHANICAL UMTS SHALL 5E ANCHORED IN ACCORDANCE WITH FDC -R, SECTION M1307.2. NOTES 1. DOOR5 AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING 2. BUMP OUT LIVING ROOM 50 FLUSH W/ CAFE 3. ENLARGE PNTRY 4.3 CAR GARAGE 5, EXTEND GARAGE 3' OUT 6. EXTEND LANAI 2Y OUT 7. MOVE GUEST SUITE 3' OUT 8. ADD WINDOW IN KITCHEN 9. GARAGE 5VC. DOOR 10. PREPLUMD UTILITY SINK IN GARAGE 11. VENTLE55150KERN GAS FIREPLACE 12. PREPLUMD SINK IN KITCHEN 13. EXTEND WIC AND LNDRY INTO GARAGE 2' 14. ADDT'L H.B. 15. ADD WALL IN WIC 16. SINGLE DINING ROOM WINDOW 17. HALF WALL AT LANAI 18. BRACE FOR FUTURE DARN DOORS AT PNTRY 19. EXTEND COURT YARD WALL 20. POT FILLER OVER COOKTOP 21. OUTDOOR SHOWER W/ LOWERED CEDAR ENCLOSURE 22.(2) GAS DROPS AT BREEZEWAY REVISIONS I l RIVERSIDE HOMES Build With Confidence 414 Old Hard Road, Suite 501 Fleming Island, Florida 32003 Office. (904) 264-6553 Fav (904)269-2729 Lot 44 Atlantic Beach Country Club Lemasters Residence 1st Floor Plan 1817 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By AW Sheet Date 08.17.2017 At ca a 1/4" = 1'-0" Of Plan Rio- Coastal 9 Wratten d'mensions shall have Precede+Iceans over Scale deneMbvS. Contract0re shall verify and rthe tm j ible `or dlmensbrn aM cdNlGd ob. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd Suite 702 Jacksonville, FL 32223 904.260.3319 ° 31i 11 I I >_ 7:12 PITQi BREAK I� n RIDGE 11 /% O F i PITLH BREAK RIDGE 7:12 '" dV Y-1 PITCHBREAK ROOF PLAN 5CALE: 1/8" =1'-O" GENERAL STAiR DE AIL scn Ears. "RLmDI`uEf NsoSIwLLVAR�DEPw.: ur oAeDao���DDE, :ELD�rdNgnuerus WwLr�'No1Dx w x iAvr wawlN� a< ae'1 EnKa�n ir.R,�NfwRwMa�`.wvcf. a -ac axwal •�«IORAnwrfs rrrw+. gk5rRJ_TIDN lasrm'nnr w,R31L,.,Df,Ne�q�AwaLDwGq� wloRAKs s•LNL mr eE Less mwx•ae ne.59ruLL �CCMIH'q�a PfR �� w EE 1�2'0.fM 6,v1M rosswaL aigwrowa w wa Possca'IM iERaON.LLf. ueiw,xarw�..cNi ETANS. MtiRsry acrfxnuure NDIr.�+SC.YDR negre nesTAe wsec. APPROVED aMMNFM, NIDfA3E5 EAMN. ¢.WI11.ru.5 DFO.Cr��S rW9RAl CONSrRWTpNfIWLBENNETe PDiNr Nac rHf ro, Rnn. INsrn1-1 auLLgrG of.PA¢LnfMPAPPRU'M R£aA —ALOn0Cf2OJL9SAPM1FDwMTWR£OIpNAT L NR 1�rRDgxis rxer °LwmEaRwsTNL ��\�� a,ann nisnLLPnnfRN suHirvni nRN �p W e�R SPKRf CNNOI PA55 rIK4 W 3 R orNwRUL ca sAo .rrcx swL eE IaADOF— PER—fODr I—D ' >5 MaiaviNLl'ALDN -TC — me ss,rnNx w ilaawnrAs sraRf wAAel„AR DPaal�s Ai STNR iREM.R6ER,6 HNl BE Swat P,A:ecn�..vr vEAssilawaL ' i OFFICE COPY I' EGRESS SILL EQtE5r, 9LL EGRE55NU. EGRE5551LL a 02* -7 ®2P/AFF 0Z-0AFF 0Z,T AFF a w IN, MA WIC I 5 EIGL.. CC 9LLG. ig ip S'c 9CLG--y- 09&5HELF J� O TH# G BR 77'4 r.— ROD&SHELF § � (( _ } Y� 13K #V i oft ROD&SHELF 9CLG. IC /vt/" IFYx W 7F e s'O.G. / 7Xfs WiC 7 �3 L WSJ /Yoerr. g x 20/o BATH #3 94LG 9CLG H`y^Q'{Yf6X'� g 2 G m N §M,-0' N1 4-0, 3• , 3'-g•. +'-o• '"'-g w 4 19 RI565 ® G mLL 715/32° RISE N o� �� .� b'RUN 8 0 7X�S, RECREATION �� wN tuK Dud Sized per ASHRAE Standards ? pN Friction Loss = 100 Static= Total CFMs Duct Sizes shown in Area X Length s'a• 2'il TEL= /10 C = CFM on Drawing 2nd FLOOR PLAN Duct Sized per ASHRAE Standards ZETo— Friction Loss = r 09 Static = 12 •Total CFMs = 9Z0 Duct Sizes shown in Area X Length TEL= /60 4•d 4•d C = CFM on Drawing M 9 0 r NOTES i 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED 51ZE5: REFER 70 MFG'S SPECIFICATION$ FOR ROUGH OPENINGS PRIOR TO FRAMING 2. BUMP BED Ifo 2' OUT 3. ADDT'L WINDOW IN BED #3 AND BED 95 4. PKT. DOORS AT WIC RIVERSIDE HOMES Build With• Confidence( 414 Old Hard Roan Suite 502 Fleming Island, Florida 32003 Office. (904) 264-6553 Fax- (904)269-2729 � Lot 441 Atlantic Beach Country Club Lemasters Residence Roof Plan/ 2nd Floor Plan 1817 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By ARI Sheet _ Date I 08.17.2017 [� 2 Scale 1/4'r = 1'-0" LL 11 L Plan •o- Coastal 9 Wntun dirrR:reiem shall have precedence over scale dimere Z Cmtracurs shall verify and be responsible for aMrnsbrx aM corultlo of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE#33o ST. AUGUSTINE BEACH, FL 32090 TELEPHONE: 904471-2552 DRAFTING BY: 12627S., Jose Blvd Suite 702 o� rv. Jacl—nville, FL 32223 _ �,�,>n� _ 904.260.3319 .90 01mo 1. 9'-0" .. 2'-0" „ 47-0" 27-0" 11 7_011 1 GAS TANKLESS STUB 1 GAS WH r-, 3°56 5H SILL @ 2-6" AFF H5. 3'-6" 0 roll i"-0" 6" d ME 15t FLOOR PLAN 3'-4" Id, --�i ,0. NOTE 1-0 FRAMED: EXTERIOR WALLS INSET 1/2" FROM SLAD EDGE 5Q. FTG. CALCULATIONS 15T FLOOR LIVING 2075 GUEST QUARTERS 312 2ND FLOOR LIVING 1376 TOTAL LIVING 3763 GARAGE 816 PORCH _ONC. 10. PREPLUMD UTILITY SINK IN GARAGE 11. VENTLESS ISOKERN GAS FIREPLACE LANAI 367 14. ADDT'L H.B. 15. ADD WALL IN WIC DREEZEWAY 321 TOTAL COVERED 5350 20. POT FILLER OVER COOKTOP 21. OUTDOOR SHOWER W/ LOUVERED CEDAR ENCLOSURE 22. (2) GAS DROPS AT DREEZEWAY REVISIONS STOOP O N opo 0 19'-6" 6'-10" 6-8" 3' 8" I0'-4" 2-6" <Q CS o � = q 3'-6" 24" 2'-6" 2'-0" 2'-0" A/C COMP. COMP, 3056 5H- EGRESS 3956 SH- EGRESS (2) 204° 5H- TMPRD 204° 5H rREPLL MB SILL Ca 2-6" AFF SILL C& 2-6" AFF" SILL Q 4'-0" AFF SILL @ 4'-0" AFF UTILITY fINr W T DGLS C= - SH -ROD - - - - - - - o Q °? FREE 5TANDING TUB ENCL. P w 42"h WALL _ 0-7 w cL o �,=10' CLG. w I I : , S I o � I g LU N ,NTRL 28 80 I I� < o N N . ���� Q -ic�w WIC z 3< GAP\AGE z Q C� N - cn Oil OWN1 1\ BATH 10' GLG. 6-6" w s 24'-0" X 30'-6" Y o 10GG. � L omz o"' 10'-1 J" P L. HT. o 0o OW NE�5 oo Q o SUIT JLINENK/5--------------N-0" 0 I I Y rII2x13 P 21' X 16-0" 101 0oMid o 5H ROD & SH I o-QoLq1 5 �_� �ALL Gc� O U) N N �J - 1 =n • C'-10.. 7'-0.. 5'4" � 2'-0" leo t� < W DDS �---TH � LNC)I\Y r F1 A r o b 10'GLG. 1 'CLG.Lj D r I o c� H.B. 0 1C�' CLG. i GAS DOOR I5 13/8" MIN. Q v7 2e i 5 i SOLID COPE 0 TU tU 20 w - - _ MINUTE FIRER TED o _ VENTLE5 z v Z 288° r'KT (SELF -CLO. NG) o� GAS `OKERNG S F -' 5TU5 FIREPLACE STORAGEUj 280 7" Al*' 5- 4'-6' n ER 10' GLG. � T 8" STD S 2050 5H K� SILL 03'-0" AFS GAS GAS N 0' LO I I _�_ _ STU7 (0 coa o -STUD ` [3KEEZFWAY RISERS SELF CLOSING AND RISE 2'6 LOCKABLE GATE P IIII 1a71R/UN ¢ FOYER ; 0 . . UILDE 5..o o�4 10'CLG. j 34'-0" 5.. 4x4 P.T. POST FAMILY T " 1" o2 4 04 WRAPPED TO 8x8 11'-0" 10' 9" F' 0" 1�OOM ________ = I I 22'-6"X21'0" 10' CLG. _ L� / // ____� ________ ----- ------------------- -- ca 4x4 P.T. POST ,: WRAPPED TO 6x6 (TYP <y LAMI 11'-0" X,53'4" I I PINING "PL. Q I I D N J 10'-1 HT. 14-0" X 11'-0" <o o Ua 10' GLG. 10'-6" 9�_O,� 3._6.. 2.5.. �, 3�..7�, GUE5 0 n \ I 1 12'-0" X 1*0" I�4_ c, \\ \\ 3060 SH 10' CLG. SILL 02'-0" AFF LL OVEP 35' WALL - - - - - - - - - -� �� - N 5 2" 7-1" 2-2" 5'-10" I 24" 2'-8" °� I I L --------_-_-J I CAFE I I OFEN ,� o� 1C`-0"XIP$" SINK II '}" COUKTYAI�D �e nt J I I o � 1o' CLG. D/W W/DISP. KITCHEN BRAC FOR H I I `i. � `(' 60 �(� ��2 CNTRL c9c IF I - FUTUR BARN 8'-O" X 10'_6" 11 = �00L I ATTIC L Q 07) s a 14'4" X 11'-6" Doo 5 10'-1 ' PI_. H7. I B I o o 1 ACCES4 � p PREPLUMB 36" GAS 10 CLG. COOKTOP W/ PNTRY z I I c Cv oG BATH L - J I I I �, 9 FUTUPE SINK _ VENTED HOOD MIG20 I I J - 10' CLG. WIC N VENTED HOOD '= -- - OVENS r --- o © �rDRR1�ER j --------- o - - i-----� REF. ------ 10' C_G. ( 4x4 P.T. P05T I � O O 10'CLG. � 46"h WALL W/ CAP OHG r OHC o ©----J OHC 5 SH WRAPPED TO 6x6 I H.B. a o MI RP --- ROD & H - -- - H.B. 505°5H SILL '�" A F --------- FILLER STUB „ 5'-0 17'-8' 74" U] 8.0.. 25'-0" 181.0„ C --DAR 29'-0" ENC-OSURE 71-0" 5 Y� STORAGE G' c3o G' tzo 3'-6" 0 roll i"-0" 6" d ME 15t FLOOR PLAN 3'-4" Id, --�i ,0. NOTE 1-0 FRAMED: EXTERIOR WALLS INSET 1/2" FROM SLAD EDGE 5Q. FTG. CALCULATIONS 15T FLOOR LIVING 2075 GUEST QUARTERS 312 2ND FLOOR LIVING 1376 TOTAL LIVING 3763 GARAGE 816 PORCH 83 10. PREPLUMD UTILITY SINK IN GARAGE 11. VENTLESS ISOKERN GAS FIREPLACE LANAI 367 14. ADDT'L H.B. 15. ADD WALL IN WIC DREEZEWAY 321 TOTAL COVERED 5350 SCANNED Date: 17/i ci MECHANICAL EQUTMENT NOTES: FDC-R�)2.5.2: DUCTS IN GARAGE SHALL DE MIN 26 GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE ALLOWD. FDC -R,01305.1.1: MIN 4" CLEARANCE REQUIRED AROUND ALL SI ES OF MECHANICAL EQUIPMENT AND COMP NENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH OF THF ENCLOSING SPACE DEING AT LEAST 12" WIDER THAN E FURNACE OR AIR HANDLER GROUP -MOUNTED MECHANICAL UNITS SHALL DE ANCHaED IN ACCORDANCE WITH FDC -R, SECTION M1507 . N uThs ` I. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING 2. DUMP OUT LIVING ROOM SO FLUSH W/ CAFE 3. ENLARGE PNTRY 4. 3 CAR GARAGE 5. EXTEND GARAGE 3' OUT 6. EXTEND LANAI 3' OUT 7. MOVE GUEST SUITE 3' OUT 8. ADD WINDOW IN KITCHEN 9. GARAGE SVC. DOOR 10. PREPLUMD UTILITY SINK IN GARAGE 11. VENTLESS ISOKERN GAS FIREPLACE 12. PREPLUMD SINK IN KITCHEN 13. EXTEND WIC AND LNDRY INTO GARAGE 2' 14. ADDT'L H.B. 15. ADD WALL IN WIC 16. SINGLE DINING ROOM WINDOW 17. HALF WALL AT LANAI 18. DRACE FOR FUTURE DARN DOORS AT PNTRY 19. EXTEND COURT YARD WALL 20. POT FILLER OVER COOKTOP 21. OUTDOOR SHOWER W/ LOUVERED CEDAR ENCLOSURE 22. (2) GAS DROPS AT DREEZEWAY REVISIONS soon kIVER.SIDE I 10MES on an Build With Confidence 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 Office: (904) 264-6553 Foix. (904)269-2729 Lot 44 Atlantic Beach Country Club Lemasters Residence 1st Floor Plan 1817 Atlantic Beach Drive Atlantic Beach, Fl. 32233 - Drawn By ARJ I Sheet Date Plan 08.17.2017 Al 1/4�� _ of (0- Coastal Written dimension\�n ede e er 5cale dimen5ion5. C.orntractor5 Shae for dimen5ion5 and Vi5 j h DESI N BY: D111CHA L STAUF ER, A I T, AR 13908 1093 A BEAC BLV SUITE "�"� r ST. AU STIN BE TELEPH E: 4- 52 p8r�fllt I�eil� Y 0�ARravad 001111"' RAFTING puilding I�C116 !V 12627 San Jose Blvd Suite 702 NOrth-ast Jacksonville, FL 32223 Florida Design, Inc. 904.260.3319 /I it ^ JJ--- �I II II II II II II II II II I� II II I� I� I� II II II II II II II II II I� I, I� I� II II II II II II II II II II II II II I, II I, I, I, I, I, I, I, �I I, IL ---- ROOF PLAN SCALE: 118" =1'-0" m GENERAL STAR DETAIL SCALE: N.T.5. "STAIR NOT -E5: ACTUAL DIMENSIONS WILL VARY DEPENWIG ON FIELD CONDITIONS, FLOOR COVERINGS, AND/OR VARIANCES IN coisism rm MAT=RIAL AcrL AL CONSTRUCTION MUST COMPLY W/ R311.7 OF THE FLORIDA GULPING CODE RESIDENTIAL MAXIMUM RISER HEIGHT: 7-W MINIMUM TREAD OEI" Y7' (NOT NCLLMG N)5ING) MAXIMUM RISER HEIGHT VARLATI% 3/8' t1NW RISF-) MINIMUM STAR WIDilt '36' MINIMUM-EADROOM CLEARANCE 6'-Ef (ABOVE li "HANDRAIL NOTES: ACTUAL CONSTRUCTM Vt5T COMPLY . W/ R311.7.7 OF THE FLORIDA9UI DNG C0 RE_ M' -IAL. HANDRAIL5 5HAL- NO` BE LESS THAN 8�' OR MIM --IAN 35" IN HEIGHT ABOVE THE STAIR NOSING. HANDRAILS SWILL 9E CONTM10U5 PE.IGHT aF STAIRS. HANDRAILS SHAL: 3E 1 r2' CIiJIR OF AD.IACE!`'* =N5H MATERIALS AC ENDS 5rNLL RETURN WALL OR TERMINATE IN NEWEL POSTS OR SAFE TERMNALS. HANDRAILS SHALL 9E 1 "-2' A CROS SEcnow DIMENSION, OR APPROVED EQUNALENT, AND EDGES SHA_L HAVE A MR RADLU5 GF 0.0V. HANDRAIL cONsTRUCTION SWILL BEA `0 RESIST A LOAD OF 200 LB5 APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP RAI STAR AND RA,LLNG SUPPLER INSTALL SMALL SJITISFY ALL BUILDNG DEPARTMENT APPROVAL RE 5 FOR q THE PRODUC-5 THEY PROVIDE OR INST �� � ����� OPEN ROLLS SHA!1 hil;VE INTERMEDIATE OR f �� z AN ORNA vEWAL PATTERN SIKH THAT A 4" DIAMETER SPHERE CANJOT PASS THRO)GR (11) THE GUARDRAIL CONSTRUCTION SHALL BE< ABLE TO RESIST A LOAD OF 20 LBS PER LI.NESL FOOT APPLIED HORIZONTALLY ALONG THE TOP RAIL. GUARDRAILS SHALL NOT HE LESS TW WIN HEIGHT. THE TRIANGJLAR OPENINGS AT STAIR TREAD, RISER, B BOTTOM SHALL BE SIL - THAT A 6' DIAMETER SPHERE CA%W PASS THROUGH. 457 � s MAY NOT PA55 iHROUCE 6" SPHERE MAY NOT PASS THROUGH 0 0 2nd FLOOR FLAN 0 11 ll SCANA Et) \YI 6l Date mass R IVERSIDE HOM -cw4 E "T ii Build With Confidence 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 Office: (904) 264-6553 Fax: (904)269-2729 Lot 44 Atlantic Beach Country Club Lemasters Residence Roof Plan/ 2nd Floor Plan 1817 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 08.17.2017 Scale 1/411 = 11-011 A2 Plan Rio- Coastal 7 Written dimensions Shall have precedence over Scale dirnensions. Contractors shall verify and be responsible for dimensions and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY. _ 12627 San Jose Blvd m Suite 702 Jacksonville, FL 32223 904.260.3319 0 0) 92'1" FOUNPATION LAYOUT NOTE: FOUNDATION FLAN FOP\ CONCRETE F01\MING /SND PLUM13ING LOCATION KEEERENCE ONLY. REEEP\ TO ASSOCIATED ENGINEERING PKAWINGS FO1� FOOTED LOCATIONS AND DETAILS. J 1v U1 �,J 2'-0" DOORS - REFER TO MANUFACTURERS SPECIFICATIONS FOR ANY REQUIRED SLAB RECESS PRIOR TO POURING CONCRETE 2, TANKLESS GAS WH 3. GAS PACKAGE W/ 4- DROPS 4. BUMP OUT LIVING ROOM SO FLUSH W/ CAFE 47'-0" 6. EXTEND GARAGE 3' OUT 7. EXTEND LANAI 3' OUT ,3. MOVE GUEST SUITE 3' OUT 27-1" 10. f REPLUMB UTILITY SINK IN GARAGE 11. PREPLUMB SINK IN KITCHEN T-0" 13. ADDT'L H.B. 14. FLOOR OUTLET IN FAMILY ROOM AND GUEST SUITE, FIELD VERIFY LOCATIONS 15. OUTDOOR SHOWER 16. POT FILLER OVER COOKTOP 17.(2) GAS DROPS AT BREEZEWAY REVISIONS GA5 TANKLESS ----- STUB c -- - GAS WH -----------------------I- ---------------------------------� I ---------------N - I------- I I CONc. ------------ ------------ �1 STOOP I o I �I I `fl i I o I r-------, r-------, I I SLOPE I O r I I A/C �\� i_,, II 1% MIN. —� COMP. COMP. I 11 PRE LUMB 2'- 0" i i 11'-11"� i I , I i i UTILI J Y SINK I I — — — — — .,� L ------_J L ------_J — — — — — — — — — — -- — — — — — — — — — — — �.v — J ® L --- ------J---------- ----� L---- —J — — — — — — — — — — — — — I ' F I I I I STEM WALL FOUNDATION Y 11 !I I I I J i I OQ � .'SLAB RECESa �`. i l I I SLAB FOR SHOWER I 1�I I J j11 THICKENED I I I F- I L� i i EDGE i --------------r�� I I O Ill II <g I I Cr -I jiC I i2 0oEXPANSION I JOINT (TYP) L---------------------:0:�o ----� L J `--------------- -- --J -- ---------------, rr-- ------ --„----------------------------- � L_ (� _\ I r--- U II I / I SII I I I I° SLOPE I 1% MIN. =N H.B. I I ---------- ---J -- I n L� I I t o p I I I I GAS I II ( 15TUB I I I x; ---- ----------- —-------------------- (,AS ------------- _----- J rJ 1*1 I II — — —�-- — — — — — — — — — — — J 1 I -------- __ l- ______� F— I ✓IUB I I N I I I------� I T-3" I- -- L- L-----�-� ----J 1„ n I I 8'-2' 1'-1' 7 1�'-11.. =rN I �_ 0" _0.. 7.. 24 . 1„ � I --1 II I I it l I - 7.. ------ --6•• --- ----� I L J L - - - - - -- I ----� -- -------------------------------------1 ' 1--------44'x-------- ---- I--- J 34'-0" I I I } PAVERS ' Q? e` '� 4" CONC. SLAB W/ FI5E12\ME5H OR. 11'-0" 10'-9" 4-11 " � I 6'- 'ii L 70" 6x6x10 W.W.M. ON 6 MIL. VISoUEEN' -7F- OVER CLEAN, WELL COMPACTED FILL I I r F- -1 —L� ---�— — I I LJ I I 4, I I -------- ---------- — O I I L -J ( L I I IWOOD DECK JOISTS I LOCATION T.B.D. 51EM WALL PER ENGINEERING i i FOUNDATION I I o 411 I I I r, I I PAVERS I I bi L����� I I I F J I I FLOOR OUT L T L�— -T----------I --- r LOCATION T .D. J I I L 1--------- — r)" I 4'2 ' I 3'-90 Iv 5110" I I I I �_—___�.� `-I• -- r J __--- PAVER5 iF I i t i i I i 7 I I �tN I PREPLJM3 PROVVA 6., I GAS c�TUB i I 51w -- -_ ---1 ----� I I I a i i I I ( /i�� SLI6 RE�ES j -I ft fl cv I 1 I I I I FOP, SHOWER r I I - -"T moi,! /--- - -- I I �i Cv L1__ \V , I I r L ---I I L---- L- � — — — — ---------� ---_______ — — — — -- ---- -----� r ----------------- -POT FILLER---- - -- -----------------� L--- I -- ---------- GAS -------- --1I OUTD00 -_ H B_ STUB jt SHOWER ( 1 3'-D 4'-4" 1' 10" I 8'-10" I 1 I I I ii I I i I I I I i I T� I L------------------- --- ---------------------�� ------------� I I --------------------------------------------------------- 45'-ok 7,_0" 92'-l" FOUNPATION LAYOUT NOTE: FOUNDATION FLAN FOP\ CONCRETE F01\MING /SND PLUM13ING LOCATION KEEERENCE ONLY. REEEP\ TO ASSOCIATED ENGINEERING PKAWINGS FO1� FOOTED LOCATIONS AND DETAILS. J 1v U1 �,J 1. DOOR SILLS ARE NOTED FOR SLIDING GLASS DOORS - REFER TO MANUFACTURERS SPECIFICATIONS FOR ANY REQUIRED SLAB RECESS PRIOR TO POURING CONCRETE 2, TANKLESS GAS WH 3. GAS PACKAGE W/ 4- DROPS 4. BUMP OUT LIVING ROOM SO FLUSH W/ CAFE 5.3 CAR GARAGE 6. EXTEND GARAGE 3' OUT 7. EXTEND LANAI 3' OUT ,3. MOVE GUEST SUITE 3' OUT 9. GARAGE SVC. DOOR 10. f REPLUMB UTILITY SINK IN GARAGE 11. PREPLUMB SINK IN KITCHEN 12. EXTENDED COURT YARD WALL 13. ADDT'L H.B. 14. FLOOR OUTLET IN FAMILY ROOM AND GUEST SUITE, FIELD VERIFY LOCATIONS 15. OUTDOOR SHOWER 16. POT FILLER OVER COOKTOP 17.(2) GAS DROPS AT BREEZEWAY REVISIONS R IVERSIDE HOMES Build With or Confidence 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 Office: (904) 264-6553 Fax: (904)269-2729 w6=5 Atlantic Beach Country Club Lemasters Residence Foundation Layout 1817 Atlantic Beach Drive Atlantic Beach, Fl. 32233 (07Drawn By ARJ Sheet Date 08.17.2017 A3 Scale 1/4" = 1'-0" Plan of (� Rio- Coastal 7 Written dimensions shall have precedence over scale dirnen5ion5. Contractors Shall verify and be responsible for dimensions and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 Sam Jose Blvd _ Suite 702 o;rheast Jacksonville, BL 32223 Florida Design, Inc. 904.260.3319 CEMENT DOARP SIDING Typ.-Imm � 1�1 ISI �■ � — ,Lin – 12 71 15" SHUTTERS 12 5r— 2" BAND 6" BANG STUCCO FINISH 12 STANDING SEAM METAL ROOF EX 05ED RAFTER TAILS 6" TRIM TYP. BUILDING HEIGHT PLATE HEIGHT FINISHED FLOOR PLATE HEIGHT GARAGE BRACKET DETAIL NOTE: SPRAY FOAM INSULATION - NO ROOF VENTING REQUIRED IN U, 1.3 CAR GARAGE 2. EXTEND GARAGE 3' OUT 3. EXTEND LANA13' OUT 4. MOVE GUEST .SUITE 3' OUT 5. EXTENDED COURT YARD WALL 6. ADDT'L WINDOW IN BED #3 7. HALF WALL AT LANAI REVISIONS �— 20" OVERHANG i "11"� 7. p ERGOLA STRUCTURAL BRACKET TYP. W O FINISHED FLOOR o +'� GRADE . GARAGE BRACKET DETAIL NOTE: SPRAY FOAM INSULATION - NO ROOF VENTING REQUIRED IN U, 1.3 CAR GARAGE 2. EXTEND GARAGE 3' OUT 3. EXTEND LANA13' OUT 4. MOVE GUEST .SUITE 3' OUT 5. EXTENDED COURT YARD WALL 6. ADDT'L WINDOW IN BED #3 7. HALF WALL AT LANAI REVISIONS i "11"� P\:IVER.SIDE HOMES Build With Confidence 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 Office: (904) 264-6553 Fax: (904)269-2729 Lot 44 Atlantic Beach Country Club Lemasters Residence Elevations 1817 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By AR J Sheet Date 08.17.2017 A 41 Scale 1/4" = 1'-0" C Plan o ^ Rio- Coastal 9 Written dirnen51on5 5hn11 have precedence over Scale dirnen5ion5. Contractors Shall verify and be re5pon5ible for dimen5ion5 and co yJ++ens•�the job. DESIGN BY: MICHAEL STA ER, CI 1093 Al BEACH VDLI ST. AUGU E BE TELEI� NE:0'X4-4\71552 TECT.AR13908 12627 San Jose Blvd Smite 702 Jacksonville, FL 32223 904.260.3319 STUCCO FINISH 5 F- 2" BAND OVER 6" BAND TYP. m STANDING SEAM METALKOOF \-- EXPOSED RAFTER TAILS CEMENT BOARD SIDING TYP. 6" TRIM TYP. PLATE HEIGHT FINISHED FLOOR _ PLATE HEIGHT 12" OVERHANG 4X4 P.T. POST WRAPPED TO AXA TYP CEMENT BOARD SIDING TYP. 6" TRIM TYP. 12 3r - 4X4 P.T. POST WRAPPED TO 8X8 TYP. 46"h WALL W/ CAP \� M— FETAL ROOF SEAM METAL ROOF LOILWK SHOWER c',--LOSUKE iHED FLCO(<: 4 C\1 +i _ GRADE I OWT GATE PER CONTRACTOR i_XPOSEO 2 =.= `1 � aIL5 ATTIC VENTILATION AREA CALCULATIONS Excerpt of the 2014 building Code, Residential 8806.1 Ventilation required. Enclosed attics and enclosed rafter 5pace5 f underside of roo= rafters Shall nave cross ed where ceilings are applied directly to the ven ilation for each separate space by ventilating openings protectedgain5t the entrance of rain or 5no Ventilation openings shall have a least dimension 1/16 inch (1. mm) minimum and 1;4 inch (6.4 m dimension larger than 1/4 inch (6.4 mm) Shall b of maximum. Ventilation openings having a least Screening, hardware cloth, or 51milae material provided with corrosion -resistant wire cloth h openings having a least dimension 1116 mm) minimum and 1/4 inch (6.4 mm) rraximum. or' inch (1.6 ning5 in roof framing members shall conform to the requircrinm6 of Section 8802.1.8. Required air. tilation openings Shall open directly to the outside Exception: Attic ventilation shall not be redui due to atmospheric or climatic conditions. when determined not nece55ary by the code official 8806.2 Minimum vent area. The minimum net free ventilating area shall .e 150 of the area of the vented space. Exception: The minimum net free ventilation an more of the following conditions are met: I a5nall be 1/300 of the vented Space provided one or 1. In Climate 7 -ones 6, 7 and 8, a Class I or 11 va the ceiling. r retarder i5 in5talled on the warm -in -winter Side of 2. At leant 40 percent and not mo,,c than 50 ventilators 1®eated in the upper portion of tie rcent of the required ventilating area 6 provided by tic or rafter Space. Upper ventilators shall be located no more than 3 feet (914 rrm) belrn, t ridge or highest point of the space, measured vertically, with the balance of the required : e location of wall or roof framing rrember5 lation provided by cave or cornice vents. Where the confl installation more than 3 feet (914 mm) bele✓ s with the installation of upper ventilator,,, ridge or highest point of the Space be permitted. shall 8806.3 Vent and insulation clearance. Where cave or cornice vents are installed, ir5u a 1 -inch (25 HIM) Space shall be provided bet: e 5nall not block the free flow of air. A minimum of the insulation and the roof Sheathing and at the location of the vent. NOTE: SPRAY FOAM INSULATION - NO ROOF VENTING REQUIRED 0 _ — PLATE HEIGHT FINISHED FLOOR 12 PLATE HEIGHT �— 20" GVERHANG /— 3P,r1AMA SHUTTER (TYP; FINISHED FLOOR 0 1 GRADE N 31 N 3 C1 AN013AKAiINf1WW00 RIVERSIDE HOMES Build With Confidence 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 Office: (904) 264-6553 Fax: (904)269-2729 Lot 44 Atlantic Beach Country Club Lem -asters Residence Elevations 1817 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 08.17.2017 Scale A-5 1/4" = 1'-0' Plan o1 n Rio- Coastal y Written dirnen5iori5 Shall have precedence over Scale dirnen5ion5. Contractors Shall verify and be re5pon5ible for dimen5ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: Norrhea.,:, 12627 Barn Jose Blvd Suite 702 Jacksonville, FL 32223 Ptorida Design, I:. 904.260.3319 ELECTRICAL LEGEND 110 DUPLEX OUTLET(AFCI PROTECTED) HALF -SWITCHED OUTLET GFI DUPLEX OUTLET & WP/GFlWEATHER PROTECTED OUTLET CEILING OUTLET ® FLOOR OUTLET 220 OUTLET ® SPECIAL PURPOSE OUTLET SWITCH 3 3 -WAY SWITCH `Y4 4 -WAY SWITCH $p DIMMER SWITCH TELEPHONE O CABLE TV PREWIRE & BRACE CEILING FAN WITH LIGHT °1 CEILING MOUNTED LIGHT P� PULL -CHAIN �} WALL MOUNTED LIGHT 0 RECESSED LIGHT FIXTURE (q� SPOTLIGHT 0 EXHAUST FAN W1 LIGHT" [71 EXHAUST FAN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE FLUORESCENT CONTRACTOR WHO SHALL BE RESPONSIBLE FOR FIXTURE °1 CARRIAGE LIGHT BE: 12" AFF (GENERAL) -KITCHEN 44" AFF - 13ATF DOUBLE FLOOD LIGHT ® PANEL BOX O SMOKE DETECTOR 0 CARBON MONOXIDE DET. ------------ ------------ WP/GFl ELECTRICAL NOTES 1. ELECTRICAL OUTLET HEIGHTS A5 MEASURED F OM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) -KITCHEN 44" AFF - 13ATF ROOM 39" AFF (44" AFF WITH RA15ED VANITY) - LAUNDRY ROOM 36" AFF - EXTERIOR WATERPROOF 12" AFF TO 42" AFF - GARAGE GENERAL PURPO5E - 44" AFF - KITCHEN ISLAND OUTLETS MAXIMUM OF 12" BELO COUNTER SURFACE 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE P055IBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR, 4. ELECTRICAL PLAN 15 INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE LATEST EDITION, BY A LICENSED ELECTRICAL_ CONTRACTOR WHO SHALL BE RESPONSIBLE FOR HE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE AND CARBON MONOXIDE DETECTORS 5 ALL BE IN ACCORDANCE WITH 2014 FLORIDA BUILDING CODE, SECTIONS 8314 AND R315 6. PROVIDE AFC15 (ARC FAULT INTERRUPTERS) IN WELLING UNIT BRANCH CIRCUIT LOCATIONS PER FBCR E3902.12 7.. GF15 (GROUND FAULT INTERRUPTERS) FOR WA- ER AREAS AND OUT DOOR CIRCUITS PER FBCR E3902 5. ALL PERMANENT INTERIOR LIGHTING 15100% HIGH EFFICACY CFL/LED LAMPS PER FBC EC 8404.1 9. ALL 125 -VOLT 15 -AND 20 AMP RECEPTACLES IN TALLED INSIDE AND OUTSIDE OF DWELLING UNITS, AND IN ATTACHED AND DETACHED GARAGES SHALL [31f TAMPER RESISTANT RECEPTACLES Tr _ 1 t I I r � I PRE -WIRE PRE -WIRE & `\ ' BRACE ONLY \ t X, \ t \ t � t Q ------------------ bc PRE -WIRE & 1 13FACE ONLY / / r / / 1 / t r \ I \ I \ i \ I � I 1 1 , 1 , I , t / 1 / 1 / t ' � I t PRF -WIRE &-------_ BRACE ONLY ' I SERVICE OUTLET FOR t IRRIGATION A/G CIRCUIT COMP. it r r LL 3: 1113: �•��.� 0111 �•1•� GAS TANKLESS STUB GA5 WH r r IRRIGATION -' CIRCUIT G.D.O. / 1 1 y' t ---------------I 1 wPv, \ � cri It G.D.O. / 1 � /'SINK D/W v / PREWIRE FUTURE r ' DBI_. OVENS ' SECURITY VENTED HOOD _ _ _ , VENTFP DRAWER = PRE -WIRE --------------I --HOOD r ----- REF. ° �� I -f °o 1 1 — ------ --------- ------- L J 'UNDER GAB/ STUB -FILLER PLUG tOCATFi I MOULDING 11 TIFu e4A W i ANFA' X/ M/W CIRCUIT ,� 1 1 f U 0 F11 G.D.O. - .- , 1 — — - ------------------ ,� GAS GAS LANTERN LANTERN t / r --------------- PRE-WIRE --------PRE-WIRE & BRACF ONLY 1 \ \� FLOOR /�/ g -------------g---- --------- ----- �3WF, OUTLET LOCOAT ION T.13 D. 11 wPv, \ � cri /'SINK D/W PREWIRE FUTURE r ' DBI_. OVENS COOKTOP W/ MICRO VENTED HOOD _ _ _ , VENTFP DRAWER –�, G--� O T --HOOD r ----- REF. ° �� I -f c- ' I, °o 1 1 — ------ --------- ------- L J 'UNDER GAB/ STUB -FILLER PLUG MOULDING M/W CIRCUIT — — 3 PRE -WIRE & \� \ BRACF ONLY — II II II II 1ST FLOOR ELEGTKICAL FLM II II II II I i II I II r LLicl / II t 1 xFP -WIRE & CE ONLY –__----------F–L01 --- FLO _ U ® n11T T II II II II RUN CONDUIT FOR FUTURE POOL — – – --- – – – – – – —' EQUIPMENT NOTES 1. BUMP OUT LIVING ROOM 50 FLUSH W1 CAFE 2.3 CAR GARAGE 3. EXTEND GARAGE 3' OUT 4. EXTEND LANAI 3' OUT 5. MOVE GUEST SUITE 3' OUT 6. DEDICATED CURCUIT FOR FUTURE VENTED HOOD AT LANAI 7. RUN CONDUIT FOR FUTURE POOL EQUIPMENT 8. PREWIRE FLUSH MOUNT LIGHT IN SITTING AREA IN OWNERS SUITE 9. ADDT'L LIGHTS FLANKING SINKS IN OWNERS BATH 10. (2) ADDT'L RECESS LIGHTS OVER SINKS IN OWNERS BATH 11. (3) PENDANT LIGHTS OVER ISLAND 12. RECESS LIGHT IN KITCHEN OVER VEG. SINK 13. (3) WALL SCONCE AT BREEZEWAY 14.(4) RECESS LIGHTS IN GUEST SUITE 15, PLUG MOULDING IN KITCHEN REVISIONS .■ n IVER.SIDE HOMES Build WithConfidence 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 Office: (904) 264-6553 Fax: (904)269-2729 Lot 44 Atlantic Beach Country Club Lemasters Residence 1st Floor Electrical Plan 1817 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 08.17.2017 Scale 1/411 = 1141 Plan of 9—.) Written dimen5ion5 Shall have precedence over scale dimen5ion5. Contractors Shall verify and be re5pon5ible for dimen5ion5 and eondition5 of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd Suite 702 Jacksonville, FL 32223 ncsign. Inc - 904.260.3319 ELECTRICAL LEGEND 0-- 110 DUPLEX OUTLET(AFCI PROTECTED) CEILING MOUNTED'+I HALF -SWITCHED OUTLET pc PULL -CHAIN GFI GF1 DUPLEX OUTLET (> WALL MOUNTED LI3H E9--wp,GRWEATHER PROTECTED OUTLET (0 RECESSED LIGHT FI RE =E3-- CEILING OUTLET © SPOTLIGHT ® FLOOR OUTLET EXHAUST FAN W/ LIG (4E 220 OUTLETF ❑ EXHAUST FAN ® SPECIAL PURPOSE OUTLET RESCENT FIXTUIE SWITCH -1 CARRIAGE LIGHT $3 3 -WAY SWITCH DOUBLE FLOOD LISH 4 4 -WAY SWITCH m PANEL BOX DIMMER SWITCH (D SMOKE DETECTCK 0 TELEPHONE O CARBON MONOXIDE DET. D CABLE TV PREWIRE & BRACE CEILING FAN WITH LIGHT ELECTKICAL NOTES I. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE -= = )X TO 13E: 12" AFF (GENERAL) - KITCHEN 44" AFF - BATHROOM 3?' AFF (44" AFF WITH RAISED Y - LAUNDRY ROOM 36" AFF - EXTERIOR WATERPROOF 12" AFF TO 42" FF - GARAGE GENERAL PW' = 44• AFF - KITCHEN ISLAND OUTLETS MAXIMUM OF 12" BELOW COUNTS SURFACE 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE PC 55IBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABO`.' FIN5HED FLOOR. 4. ELECTRICAL PLAN 15 INTENDED FOR BID PURPOSES OPAL . ALL WORK SHALL BE DONE 1', ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST =DCfIOR B" A LICENSED ELECR C,r,L CONTRACTOR WHO SHALL PE RESPONSIBLE FOR THE INS" ELATION & SIZING OF ALL ELECfWA1, WIRING & ACCESSORIES. 5. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE ACCORDANCE WITH 2014 FL LNG CODE, SECTIONS 8314 AND 8315 6. PROVIDE AFCI5 (ARC FAULT INTERRUPTERS) IN DWELLIP JMT BRANCH CIRCUIT LOCA CR E3902.12 7- GF15 (GROUND FAULT INTERRUPTERS) FOR WATER AREr5 AND OUTDOOR CIRCUIT5 b. ALL PERMANENT INTERIOR LIGHTING 15100% HIGH EFFIC 2 Y CFU -ED LAMPS PER F 19. ALL 125 -VOLT 15 -AND 20 AMP RECEPTACLES INSTALLED IINSIPE AND )UTSIDE OF DW AND UV ATTACFED AND DETACHED GARAGES SHALL 13E TAMPIER RE5I5TAI\" RECEFTACLES LJ 1-1 ZZ FL-30f� ELECTPICAL FLAN NOTES 1. (4) RECESS LIGHTS IN RECRE REVISIONS IZIVER,Sll HOM[ Build With Cvnfid 414 Old Hard Road, Suite 51 Fleming Island Florida 3201 Office: (904) 264-6553 Fax: (904)269-2729 Lot 44 Atlantic Bead Country Club Lemasters Reside 2nd Floor Electrica: 1817 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 08.17.2017 I E 1/4" = 1'-0" Planof Rio- Coastal Written dimen5ion5 Shall have precedence over Scale Contractors Shall verify and be re5pon5ible for dime conditions of the job. )ESIGN BY: AICHAEL STAUFFER, ARCHITECT, AR13908 093 AIA BEACH BLVD. SUITE 4330 ;T. AUGUSTINE BEACH, FL 32080 'ELEPHONE: 904-471-2552 )RAFTING BY: 12627 San Jos4 Suite 70� Jacksonville, FI 904.260.33 UN ERLAYMENT FASTENED PER FBC 8905.4.3 (METAL ROOF) UN ERLAYMENT FASTENED PER BC 8905.2.6 (SHINGLE ROOF) FASTEN M TAL ROOF PER F5C 8905.4.5 FAST N SHINGLE ROOFING PER FBC 8905.2.7 1x6 T+G 2X813TWN. RR — 12 LU >< = U DRIP NICHIHA J4 x 2 �' FASCIA BOARD 2X6 VAPOR BARRIER. SEALED AT TOP &$OTTOM PLATES. — NOTE: 1. EXTERIOR FENESTRATION P CE5 SUCH AS FOAM BANDING AKETrO BE INSTALLED OVER THE 5CRAT !BROWN COAT OF STUCCO WITH A STR 2 OF SELF -ADHERING FLASHING OF SELF-SEALING MEMBRANE 2. THE JUNCTURE OF EXTERIO PLASTER AND FENF5TRATION PRODUC 35HALL13E SEALED WITH A SEALANT CO LYING WITH SECTION 8613.8.1 OF THE FLORIDA BUILDING CODE, RESIDENTIAL STUCCO ON rGAM SILL N 7/16" 0513 WAL EATHING --- 7/ 7/ STUCCO —� PAPER 3ACM, WIRE LATHE —� RUN TO TfP OF PLATE. WEEP SCREED 7 STUCCO ON CMJ STOP —� Z. GRADE WATER RESISTANT BARRIER- - 2 LAYERS REQUIRED FASTEN LATH 0 7" 0/C MIN. PENETRATION INTO FRAMING WEEP SCREED- SURFACE SHOULD NOT DE BLOCKED Yd/ FINISH MATERIAL FOR DRAINAGE PURPOSES 2'-0" OSB ROOF SHEATHING 12 TRUSS O W W X = U 2X8 RAFTERS, NOTCH 3/4" FOR T&G @ EXPOSED TAIL DRI J' DRYWALL CLG. • 2-2X6 TOP PLATE ROUGH OPNG HEAD HEIGHT 1/2" DRYWALL 2X6 STUDS (R-19 INSULATION) 2X6 BASE PLATE SLA3 ---------- 4" CONC. i SLAB i i 8" CMU FOUNDATION i FOOTING PER i ENG. i 1 ST01\Y ST UCCA WALL SECTION TERMINATION OF 5T UCCO STUCCO TERMINATION PER ASTM C -926 A2.2.2. DRIP SCREED INSTALLED PER ASTM 1063-03 TYF. 2nd FLOO�- SCALE: o a: RIVERSIDE HOMES Build With Confidence 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 Office: (904) 264-6553 Fax. (904)269-2729 Lot 44 Atlantic Beach Country Club Lemasters Residence Wall Sections 1817 Atlantic Beach Drive Atlantic Beach, Fl. 32233 (0*-77a—wn By ARJ Sheet Date 08.17.2017 Di Scale 1/4" = 1'-0" of Plan (� Rio- Coastal 7 Written dirnen5ion5 Shall have precedence over Scale dimensions. Contractors Shall verify and be responsible for dimensions and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 A1A BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 12627 San Jose Blvd Suite '702 o eds= Jacksonville, FL 32223 Florida nese, Inc 904.260.3319 RpKEow� UNDERLAYMENT PLACE SHINGLES 3/8" OVER EAVE & RAKE EDGES TO PROVIDE DRIP EDGE ALONG RAKES, CEMENT SHINGLES TO UNDERLAYMENT & EACH OTHER IN A 4" WIDT OF ASPHALT PLASTIC ROOF CEMENT NON -CORRODING MTL EAVE DRIP ? ' TRIM 6"-7" FROM END OF FIRST SHINGLE TRIM TABS FROM ALL STARTER COURSE SHINGLES STARTER COURSE PLACE SHINGLES CLOSE TOGETHER BUT DO A CRO ALONG RAKES, CEMENT SHINGLES TO UNDERLAYMENT& EACH OTHER IN A4" WIDTOF ASPHALT PLASTIC ROOFCEMENTNON-CORRODING CE SHINGLES 3/8" MTL EAVE DRIP ER EAVE & RAKE GES TO PROVIDE DRIP GE FIRST COURSE 11-1/2" to 12-1/2" 11-1/2" to 12-1/2" to 1-1/2" — — 1" to 1-112" 0 0 0 SHINGLE NAILING ROOFING DETAILS N.T.S. NOTE: DETAILS ARE FOR SLOPES OF 4:12 OR GREATER, FOR SLOPES BELOW 4:12, ALL ROOFING UNDERLAYMENT SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED BY THE SHINGLE MANUFACTURER FOR USE ON LOW SLOPE ROOFING PROJECTS OPT. PROVIDE LEAD VENT BOOT WITH INTEGRAL FLANGE VENT STACK, SEE PLUMBING FOR SIZE & LOCATION PREFORMED FLEXIBLE BOOT FLASHING W/ INTEGRAL FLANGE SET IN PLASTIC ROOF CEMENT INSTALL FLANGE OVER SHINGLE cG BASE INSTALL SHINGLES O ER FLANGE @ HEAD FIBERGLASS S TINGLE ROOFING OVE 15# FELT OVER 7/16" OS OVER PRE -ENG WD TRUSSES 121 RAI %� kOOF WALL SHEATHING STUCCO/CV FINISH ASSEMBLY W/ 15# FELT OVER APPROVED WEATHER BARRIER LAP FELT AND WEATHER BARRIER OVER VINYL STUCCO STOP/WEEP EXTEND 15# ROOFING FELT UP WALL 7" MIN. 5x5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT SHINGLE ROOFING WALL FLASHING DETAIL - STUCCO N.T.S. 2 zZ. ROOF WALL SHEATHING SYN WD SIDING OVER APPROVED WEATHER BARRIER LAP WEATHER BARRIER OVER METAL FLASHING AND SECURE WITH STARTER STRIP EXTEND 15# ROOFING FELT UP WALL 7" MIN. 5x5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT II210�=10iZ9]a1 [5 WALL FLASHING DETAIL - LAP SIDING NOTES: e.7- 2'NAIL5 OR 5CREW5 NOYENT5ANqFACE 1. INSTALL IN STRICT ACCORDANCE WITH LAVER: MANUFACTURERS WRITTEN INSTRUCTIONS WCH 2" MIN. SCREW5 OR NAILS 0 24"O.C. 2. APPLY ROOFING CEMENT OR SELF -ADHERING -0F Sc -T J01i M EASE AND FACE LAYER 24" FLASHING OVER FLANGE AT HEAD ONLY VENT STACK FLASHING DETAIL 121 RAI %� kOOF WALL SHEATHING STUCCO/CV FINISH ASSEMBLY W/ 15# FELT OVER APPROVED WEATHER BARRIER LAP FELT AND WEATHER BARRIER OVER VINYL STUCCO STOP/WEEP EXTEND 15# ROOFING FELT UP WALL 7" MIN. 5x5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT SHINGLE ROOFING WALL FLASHING DETAIL - STUCCO N.T.S. 2 zZ. ROOF WALL SHEATHING SYN WD SIDING OVER APPROVED WEATHER BARRIER LAP WEATHER BARRIER OVER METAL FLASHING AND SECURE WITH STARTER STRIP EXTEND 15# ROOFING FELT UP WALL 7" MIN. 5x5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT II210�=10iZ9]a1 [5 WALL FLASHING DETAIL - LAP SIDING IOEE DESiCN BASED ON GA FILE No. RC 2602 SECTION - (1) HOUR FIRE RAT --P (UNDER5IDC ONLY) SOFFIT AS NEEDED THIS DETAIL ONLY APPLICABLE WERE 5EPAR.a'ION 05TA`CE 0= OVEP- :5 LE55 THAN 5' AND MORE THAN 2' FROM PROPERTY LINE ALTERNATE: RATED SOFFIT A55EMBLES WHICH VILE_.1 JL STANDARDS FOR (1) HOUR FIRE RATING ARE PERMITTED 2x4 BLOCKING R� AT PANEL VALLEY SHINGLE INSTALLATION: INSTALL SHINGLES USING WEAVE METHOD 1. EXTEND (1) FULL END SHINGLE MIN. 12" PAST CENTER LINE OF VALLEY. SEE MANUF WRITTEN INSTRUCTION FOR ADDITIONAL INSTALLATION INFORMATION 2. DO NOT NAIL 6" MIN. FROM VALLEY CENTER LINE FIBERGLASS SHINGLE ROOFING OVER 15# FELT OVER 7/16" RADIANT BARRIER OSB OVER PRE -ENG WD TRUSSES WIDE METAL VALLEY ,SHING OVER 15# FELT VALLEY FLASHING DETAIL N.T.S. FIBERGLASS SHINGLE ROOFING OVER_ UNDERLAYMENT INSTALL SHINGLES OVER OFF -RIDGE VENT FLANGE AT HEAD GALVANIZED METAL OFF -RIDGE VENT WITH BAFFLE. SET IN PLASTIC ROOF CEMENT OR SEALANT SCREEN INSTALL OFF -RIDGE VENT FLANGE OVER — — — SHINGLES AT BASE 7116" OSB OVER PRE-ENGTRUSSES—] , NOTES 1. INS1 ALL IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS 2. APPLY ROOFING CEMENT OR SELF -ADHERING FLASHING OVER FLANGE AT HEAD ONLY OFF -RIDGE VENT FLASHING DETAIL N.T.S. STUCCO/CV FINISH ASSEMBLY LAP BARRIER OVER NAILING FLANGE VINYL DRIP/WEEP SCREED 5"x5" METAL FI ASHING KICK -OUT FLASHINU (SEE �) DETAIL.) i Z i 1k i EXTEIi KICK -OUT 2" 6 � BEYONU FASCIA �FELT UNDERLAYMINT SHINGLE ROOFIN/, MTL DRIP EDGE FASCIA LASHING AT BOTTOM OF 00F WALL INRNSSECCTIOWATER ImOTE TIGHT WALL/KICKOUT FLASHING DETAIL SEAL N.T.S. ROOFTRJ5�E5 EASE LAYER: 5/8" DEN5GLA5S FIREGUARD 5HEATHING ATTACH WITH (2)1;x'TYPE'W" NO YENT5 ARE ALL 'INEDRYWALL SCREWS FACE LAYER: 5/8"DEN5GLA55 FIREGUARD SHEATHING ATTACHED WITH 1J'TYPE "G" DRYWALL SCREWS a 12"O.C. -OFFSET JOINTS 1N DASE AND FACE LAYER 24" NOTE: DESIGN EASED ON GA FILE W. RC 2602 SECTION - (1) HOUR FIRE RATED (UNDERSIDE ONLY) SOFFIT AS NEEDED THI5 DETAIL ONLY APPi lGAN E WHERE SEPARATION DISTANCE OF OVERHANG 15 LESS THAN 5' AND MORE THAN 2' FR ALTERNATE: RATED SOFFIT ASSEMPLES WHICH MEET UL STANDARDS FOR (1) HOUR FIRE RATING ARE PERMITTED LINE Of AF BARRIEI 0' AF CoNnNL SEALANT AT. OR APPL WINDOW NAILI LINE WI I HOI INSTALL 4' WIDE SELF -ADHERING MEMBRANE FLASHIN OVERNAILING FLANGE 0 HEAD EXTEND SELF -ADHERING MIN.' MEMBRANE FLASHING V MIN. BEYOND JAMB FLASHING NOTE: 1. WINDOW INSTALLATION & FLASHING DETAILS ARE CONSISTENT WITH ASTM2112 METHOD A -i EXCEPT SELF -ADHERING MEMBRANE FLASHINGS ARE USED. 2. IT IS THE INSTALLATION CONTRACTORS RESPONSIBILITY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING WEATHER BARRIER, SEALANT & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 3. INSTALL ALL MATERIALS PER STEP 7 MANUFACTURERS WRITTEN SPECIFICATIONS. WARNING: SEALANT/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. '.MPORARILY F SECURE ARRIER (OR T UNDEF WEATHER 8 AT JAMB: STALL LEVE UFACT FOLD WEATHEI DOWN&TAPE CUT&ACROV WINDOW FLASHING INSTALLATION DETAILS N.T.S. INSTALL 4" WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME 1/4' STEP 4 FOLD WEATHER BARRIER IN AND AROUNDJAMBS INSTALL 4" WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME 1/4' EXTEND SELF -ADHERING MEMBRANE FLASHING 1' MIN: BEYOND JAMB FLASHING SEE DOOR OET FNISHETRIM DOOR FLASHING INSTALLATION DETAILS N.T.S. 1AECHANCAUV INED EDGE (CF APLES) F REGI SHING NANUF/ NSTAL LF -ADHERING IEMBRAEE FLA EXTEND FLA: JAME EXT LASHIN, ILL FLE INSTALL DOORPLUMB. LEVEL & SQUIRE PER 4UFACTURER WRITTEN INSTRICTIONS SET THRETOLD IN BED OF SALANT APPLY SEOW AT CORNERS & FROIT EDGE OF THRESHOLD SEAL WINDOW FRAME TO INSIDE OF R.O. WITH SEALANT AT SILL AND A MINIMUM 12" UP BOTH JAMS TO FORM A BACK DAM. SEAL BALANCE OF FRAME WITH SEALANT OR LOW -EXPANDING FOAM (FIR IDEBACKERROD WHERE REQUIRED) INTERIOR VIEW STEP 3 Oil KIVERSIDE on Build With Confidence 0 ES 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 Office: (904) 264-6553 Fax: (904)269-2729 Lot 44 Atlantic Beach Country Club Lemasters Residence Flashing Details 1817 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 08.17.2017D2 Scale 1/411 = 11-011 of ^ Plan Rio- Coastal t). Written dirrmen5ion5 5ha11 have precedence over Scale dinw5lor15. Contractors Shall verify and be re5pon5vo for dimene,ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 8252? San J1��� Blv�1 - ortheBsr Jacksanvill�, Fl., 32223 Florida Design, Inc. 904. 2(D� �?� �'� 55'57 -`_ti=i A55 FIREGUARD SHEAI"�iINGA.T-.a. e.7- 2'NAIL5 OR 5CREW5 NOYENT5ANqFACE LAVER: !Y9'M6GLA55 FIREGUARD 5HEATHW,AT7AO*P WCH 2" MIN. SCREW5 OR NAILS 0 24"O.C. -0F Sc -T J01i M EASE AND FACE LAYER 24" IOEE DESiCN BASED ON GA FILE No. RC 2602 SECTION - (1) HOUR FIRE RAT --P (UNDER5IDC ONLY) SOFFIT AS NEEDED THIS DETAIL ONLY APPLICABLE WERE 5EPAR.a'ION 05TA`CE 0= OVEP- :5 LE55 THAN 5' AND MORE THAN 2' FROM PROPERTY LINE ALTERNATE: RATED SOFFIT A55EMBLES WHICH VILE_.1 JL STANDARDS FOR (1) HOUR FIRE RATING ARE PERMITTED 2x4 BLOCKING R� AT PANEL VALLEY SHINGLE INSTALLATION: INSTALL SHINGLES USING WEAVE METHOD 1. EXTEND (1) FULL END SHINGLE MIN. 12" PAST CENTER LINE OF VALLEY. SEE MANUF WRITTEN INSTRUCTION FOR ADDITIONAL INSTALLATION INFORMATION 2. DO NOT NAIL 6" MIN. FROM VALLEY CENTER LINE FIBERGLASS SHINGLE ROOFING OVER 15# FELT OVER 7/16" RADIANT BARRIER OSB OVER PRE -ENG WD TRUSSES WIDE METAL VALLEY ,SHING OVER 15# FELT VALLEY FLASHING DETAIL N.T.S. FIBERGLASS SHINGLE ROOFING OVER_ UNDERLAYMENT INSTALL SHINGLES OVER OFF -RIDGE VENT FLANGE AT HEAD GALVANIZED METAL OFF -RIDGE VENT WITH BAFFLE. SET IN PLASTIC ROOF CEMENT OR SEALANT SCREEN INSTALL OFF -RIDGE VENT FLANGE OVER — — — SHINGLES AT BASE 7116" OSB OVER PRE-ENGTRUSSES—] , NOTES 1. INS1 ALL IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS 2. APPLY ROOFING CEMENT OR SELF -ADHERING FLASHING OVER FLANGE AT HEAD ONLY OFF -RIDGE VENT FLASHING DETAIL N.T.S. STUCCO/CV FINISH ASSEMBLY LAP BARRIER OVER NAILING FLANGE VINYL DRIP/WEEP SCREED 5"x5" METAL FI ASHING KICK -OUT FLASHINU (SEE �) DETAIL.) i Z i 1k i EXTEIi KICK -OUT 2" 6 � BEYONU FASCIA �FELT UNDERLAYMINT SHINGLE ROOFIN/, MTL DRIP EDGE FASCIA LASHING AT BOTTOM OF 00F WALL INRNSSECCTIOWATER ImOTE TIGHT WALL/KICKOUT FLASHING DETAIL SEAL N.T.S. ROOFTRJ5�E5 EASE LAYER: 5/8" DEN5GLA5S FIREGUARD 5HEATHING ATTACH WITH (2)1;x'TYPE'W" NO YENT5 ARE ALL 'INEDRYWALL SCREWS FACE LAYER: 5/8"DEN5GLA55 FIREGUARD SHEATHING ATTACHED WITH 1J'TYPE "G" DRYWALL SCREWS a 12"O.C. -OFFSET JOINTS 1N DASE AND FACE LAYER 24" NOTE: DESIGN EASED ON GA FILE W. RC 2602 SECTION - (1) HOUR FIRE RATED (UNDERSIDE ONLY) SOFFIT AS NEEDED THI5 DETAIL ONLY APPi lGAN E WHERE SEPARATION DISTANCE OF OVERHANG 15 LESS THAN 5' AND MORE THAN 2' FR ALTERNATE: RATED SOFFIT ASSEMPLES WHICH MEET UL STANDARDS FOR (1) HOUR FIRE RATING ARE PERMITTED LINE Of AF BARRIEI 0' AF CoNnNL SEALANT AT. OR APPL WINDOW NAILI LINE WI I HOI INSTALL 4' WIDE SELF -ADHERING MEMBRANE FLASHIN OVERNAILING FLANGE 0 HEAD EXTEND SELF -ADHERING MIN.' MEMBRANE FLASHING V MIN. BEYOND JAMB FLASHING NOTE: 1. WINDOW INSTALLATION & FLASHING DETAILS ARE CONSISTENT WITH ASTM2112 METHOD A -i EXCEPT SELF -ADHERING MEMBRANE FLASHINGS ARE USED. 2. IT IS THE INSTALLATION CONTRACTORS RESPONSIBILITY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING WEATHER BARRIER, SEALANT & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 3. INSTALL ALL MATERIALS PER STEP 7 MANUFACTURERS WRITTEN SPECIFICATIONS. WARNING: SEALANT/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. '.MPORARILY F SECURE ARRIER (OR T UNDEF WEATHER 8 AT JAMB: STALL LEVE UFACT FOLD WEATHEI DOWN&TAPE CUT&ACROV WINDOW FLASHING INSTALLATION DETAILS N.T.S. INSTALL 4" WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME 1/4' STEP 4 FOLD WEATHER BARRIER IN AND AROUNDJAMBS INSTALL 4" WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME 1/4' EXTEND SELF -ADHERING MEMBRANE FLASHING 1' MIN: BEYOND JAMB FLASHING SEE DOOR OET FNISHETRIM DOOR FLASHING INSTALLATION DETAILS N.T.S. 1AECHANCAUV INED EDGE (CF APLES) F REGI SHING NANUF/ NSTAL LF -ADHERING IEMBRAEE FLA EXTEND FLA: JAME EXT LASHIN, ILL FLE INSTALL DOORPLUMB. LEVEL & SQUIRE PER 4UFACTURER WRITTEN INSTRICTIONS SET THRETOLD IN BED OF SALANT APPLY SEOW AT CORNERS & FROIT EDGE OF THRESHOLD SEAL WINDOW FRAME TO INSIDE OF R.O. WITH SEALANT AT SILL AND A MINIMUM 12" UP BOTH JAMS TO FORM A BACK DAM. SEAL BALANCE OF FRAME WITH SEALANT OR LOW -EXPANDING FOAM (FIR IDEBACKERROD WHERE REQUIRED) INTERIOR VIEW STEP 3 Oil KIVERSIDE on Build With Confidence 0 ES 414 Old Hard Road, Suite 502 Fleming Island, Florida 32003 Office: (904) 264-6553 Fax: (904)269-2729 Lot 44 Atlantic Beach Country Club Lemasters Residence Flashing Details 1817 Atlantic Beach Drive Atlantic Beach, Fl. 32233 Drawn By ARJ Sheet Date 08.17.2017D2 Scale 1/411 = 11-011 of ^ Plan Rio- Coastal t). Written dirrmen5ion5 5ha11 have precedence over Scale dinw5lor15. Contractors Shall verify and be re5pon5vo for dimene,ion5 and conditions of the job. DESIGN BY: MICHAEL STAUFFER, ARCHITECT, AR13908 1093 AIA BEACH BLVD. SUITE #330 ST. AUGUSTINE BEACH, FL 32080 TELEPHONE: 904-471-2552 DRAFTING BY: 8252? San J1��� Blv�1 - ortheBsr Jacksanvill�, Fl., 32223 Florida Design, Inc. 904. 2(D� �?� �'�