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Plans Addition 1090 Carnation 2012 N MAP SHOWING BOUNDARY SURVEY OF M aMOMNot LOT 1 AND THE NORTH 15 FEET OF LOT 2, CLOCK 174, SECTION "H" ATLANTIC BEACH, AS RECORDED IN U N PLAT BOOK 18, PACE 34, OF THE CU'RRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. . o WZAN CERTIFIED TO: VOY -- C) � KEVIN WcEVOY & UNDINE MCE PFG LOANS, INC 85_1 � ' V A S R PONTE VEDRA TITLE, LLC/HATHAWAY & REYNOLDS, PA (� ° ' (� " W " _ FIRST AMERICAN TITLE INSURANCE COMPANY 0 � � � w w w s AN I 5 w wz xN 2.2' WW Uo �- --- __,._ - - _ — PROPOSED BUILDING AREA= 1541 SF � n R� a � w � : '------ 70.00' (PLAT) PROPOSED POOL DECK AREA= '3672" 15.0 (DEED) __.__ .___. — '-----------• _ , _ `�' w A -- _ 1412 SF-403 SF POOL= 1009 SF A A w w rA APPROXIMATE TOP OF BANK OF 1 .2' EXISTING UTILITY PAD AREA= OO p c a B L 0 C K 1 7 3 30'1 DRAINAGE DiTCH PRIMARY AREA OF CHANGE 6 SFX3= - 18 SF w ,� N w x 2.5'--�� 50 SF �' w Z P0 85.00` (DEED) TOTAL SITE AREA= 8660 SF ( RELOCATED PAVERS II EXISTING WALKWAY AREA= 00'106'05" IN 85,08' (MEASURED) _ 1 1 EXISTING DRIVEWAY AREA= 412 SF z _ - EXISTING BUILDING AREA= 1390 SF I L 0 T —' - ° I 2�� � i TOTAL IMPERVIOUS AREA= 3030 SF '3672' 15. DEED): 70.00' (PLAT) 35.00' (DEED) 1�t r , """ - EXISTING POOL DECK AREA= i BLOCK 1 74 WELL =34.9% OF TOTAL SITE i —— 24' 1421 SF-403 SF POOL= 1018 SF i I I EXISTING LOT 1 AD AREA= ! OR 1 LESS THANK 5% OF AN INCREASE z EXISTING UTILITY P AREA i ... � AR LOT 1 ! BLOCK 174 WELL 18 SF ti ! ' Q ` IN IMPERVIOUS BLOCK 174 6 SFX3= j i 4 WALKWAY AREA= 50 SF ' ° ° ° o EXISTING ; NO NEW STORWATER RETEN1�bN REQUIRED o W _ C-o d - 412 SF V 1 w d iY IVEWAY AREA NG DR MAY EXISTI Q I j •.a POOL a ( � .-•. L--U j I Q d • PAVERS - a Q I"- - F Q � d � L.1 ¢ TOTAL IMPERVIOUS AREA 2888 s 4 W a _ � I d • � . .�.-� -33.3% OF TOTAL SITE i EW o ( 00L ° O SCREENED q d n rpJ Ot I "A n' °A m I �_ (V - /..-� O 2_. _Tt 14.0' (2PADSC C' N # ° 0O 7.3' a Q I L f j ! d a ° 4 Q J j POOL o j j Q 4 j A a EQUIPMENT o °g------- - PADS ° ° t TWO STORY — W o t ---1 I I 9 FRAME —.�. v I W -------- - j POSTED #1090 : 1.2'� `- ,� O i � lad 11 .0' " , ►� i z w 0 SCR NED ® a a 0 PATIO , _ °j " �j x o I ix) Oc —24.2'L— _0 4.2' ta.o' � i ❑, c 4 COVERED 4 I ENTRY o 0 , (2) A/C " ,� S U ZD I I - as 2 4.1 1 0 � I i 20.2' 28.6' G? `-- —• •_..—.i- ------� ° I �— d i { w 0 ; I Z 1 ( 1M1 I APPROXIMATE LOCATION OF I i a' I - DRAINFtELD j .. i U A POOL e t A a i EUiPMENT a i H A d __ _--- PADS z — - 15.00 (DEED) 70.00' (PLAT w 35.00' (DEED) 0.8' I BLOCK ---------"�-_!'------- I � •3672' S 00'12'13" E 84.91' (MEASURED) CORNER ---- I I 85.00' (DEED) —.— I ! ' I TWO STORY jU 1_4 CARNATION STREET 50' RIGHT OF WAY) .--. „-`"'•- 9., ( PO ED 109 LEGEND: LL O =SET 1/2"RESAR PC - POINT OF CURVATURE1�I a STAMPED PSM#6146 ! ' —+--- PT. POINT OF TANGENCY - � = FOUNa P f2' tRCNd PIPE I i NG IOEN IIFICATlON PRC — 001IT OF REVERSE (UNLESS OrHERW E NOTED) CUWATURE I e PCC = PoiiT OF COMPOUND ' .« 4'x4" CONCRETE MONUMENT CUNATURE I ' A/C AIR CONDITIONER CONCRETE ( I �J -X— FENCE REVISIONS ! W Ram-7ItEIttpson Q DATE DESCRIPTION 24.Z' SURVE�'ING, Inc. ` Going the DC ANCE for You 0 ' I t�znoaiv� � COVERED 4613 Philips Hihway,Suite 210 0 ` o01 jacksonville lorida 32207 r I I ENTRY O Phone)9 5125 ° i I ( i i - ° (Fax) 9044485178 - 0 F' „OB # 16193 DATE NOF FIELD SURVEY: 5-22-2009 SCALE: 1" - 20' ! I r l ' � O U I I _ CERTIFICATE ! I 20.2' NOTES: ASSUME b-22'>2522_Y�___ I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE 41 28.6' '�' O 1: BEARINGS ARE BASED ON THE ASSUME.BEARING OF -- AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORT14 BY THE FLORIDA i ALONG THE SOUTHERLY BOUNDARY tJNE 4F SUBJECT PARCEL BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA I Q 2: BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS UE WRMN [FLOOD ZONE ADMINISTRATIVE CODE. PURSUANT TO SECTION 472.072, FLORIDA STATUTES. j V _ SttADEIl X __ AS SHOWN Or TES°NATIONAL FLOOD MijNURANCE MAP, < DATED: APRIL 17, 1989, COMMUNTIY P NUMBER: 120075 i �� I 3: THIS SURVEY REFLECTS ALL EASEMENTS& RIGHT OF WAY ASE R RECORDED 1 PLAT &/OR TITLE COMMITMENT IF SUPPLED. UNLESS OTHERWESE.STATED, NO RAYMOND THOMPSON APPROXIMATE I ' OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UND51RSIGNED. U 4: THIS SURVEY IS NOT YAUD WITHOUT AK AUTHENTICATED ELECTRONIC SIGNATURE REGISTERED SURVEYOR AND MAPPER 0 6146 STATE OF FLORIDA I LICENSE BUSINESS No. 7469 LOCATION OF I ° AND AUTHENTICATED ELECTRONIC SEAL I LAND SURVEYS O CGNSTRUCTION SURVEYS O SUBDIVISIONS DRAINFIELD �,) p 00 ! I ° ��. 0) a ! I O f I. EXISTING SURVEY 111=201 I I S: _----- ' -I--- - GENERAL PROJECT N 0 �;. ______-----_-------- ° I SINGLE FAMILY RESIDENCE IN ATLANTIC BEACH. FLORIDA. � 5.0 0 (DEED) i 7 0'0 0 (PLAT) " W I THE ATTACHED DRAWINGS DESCRIBE PROPOSES ALTERATIONS TO AN EXISTING S LNG DESIGN AS DESCRIBED HEREIN IS INTENDED TO BE COMPLIANT WITH ALL REQUIREME14TS OF THE FLORIDA BUILDING CODE. +� BLOCK THE BUILD WrtH 2009 SUPPLEMENTS, THE 2008 EDITION OF THE NATIONAL ELECTRIC CODE, THE 2006 EDITION OF THE NEPA 101 3672 (��}} t '84. 9 1 ' ( MEA (Sl' RED ) CORNER RESIDENTIAL- 2007 EDITION S 0 0 1 2 1 3S N s: LIFE SAFETY CODE. THE 2007 FLOWA FIE PREVENTION CODE, AND ALL PERTINENT ZONING REGULATIONS OF THE CITY OF ATLANTIC BEACH. ' FLORIDA. ALL REQUIREMENTS OF THESE CODM WHETHER REFERENCED HEREIN OR NOT, MUST BE OBSERVED THROUGHOUT THE CONSTRUCTION 84'-11 '00/ } PROCESS. 4 E PROPOSED SITE PL THE PROPOSED BUILDING OCCUPANCY IS SWLE FAMILY RESIDENTUIL, GROUP R-3. PROPOSED TYPE IS HERE CONSIDERED TYPE V-B. ALL NEW STRUCTURE WILL OCCUR OUTSIDE OF THE EXISTING TWO STORY i BUILDING MASS AND ATTACH TO R. AN EXIS1{NG ONE STORY ROOM ATTACHMENT WILL BE REMOVED TO MAKE ROOM FOR THE ADDITION. � I } 4' 89 16 ' SITE INFORMATION: THE EXISTING RESIDENCE DES, HTREM'1 IS A TWO STORY, SINGLE FAMILY RESIDENCE LOCATED AT 1090 CARNATION STREET ON LOT 1 AND �• THE NORTH 15 FEET OF LOT 2. BLOCK 174, SECTION "H", ATLANTIC BEACH. AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBUC { RECORDS OF DUVAL COUNTY. FLORIDA. THE PROPERTY IS ZONED 'RSi". A NEW. ONE STORY ADpfi10N LS TO BE COI► TRUCTED AT THE BEAR OF AN EXISTING. DETACH®. SINGLE FAMILY RESIDENCE. ALL NEW IMPERVIOUS DRAWING I I V D LX : AREA CREATED BY NEW CONSTRUChtI'SWILLL INCREASE HE ON SRE 370 M STORM-WATER STORATHE SITE By GE CAPACITYS THAN IS EQ 1THE �D MIDEW I GENERAL IMPERVIOUS AREA MALL E LESS (OF THE q NONE WILL BE CREATED- SEE SITE DRAWN6; FOR IMPERVIOUS AWA TABULATIONS. CURRENT DRAIWI►GE PATTERNS WILL NOT BE ALTERED. City 0'P AtlantiC Beach, NOTES BUILDING INFORMATION: ` ARCHITECTURl�L DRAWINGS. Planning and Zoning DepaM'tme� SURVEY AND THE PROPOSED BUILDING MODFICANIONS AWE HERE CONSIDERED A W4EL 2 ALTERATION PER FT C.. PROPOSEDWALL POARflTfONS AT THE DIFICATIONS DE THE�tST FLOOR. This approval ve,*ifiio compliance anrith applicable RUCTION OF A NEW SINGLE 51OW .DING ADDITION, SOME �PULATION OF NON-STRUCTURAL Iocai land SITE PLAN CONST THE NEW ADDITION MALL CONSIST'OF zoning, sutdivlslon and otheatnot constitute AND SOME INFILL OF A STAIRWELL To OLE;ADDITIONAL BULLRING � AT THE SECOND FLOOD, SLAB WITH TURNED DOWN FOOTINGS. development regssua ns, but doer Complian« RooFrNG 2X4 WOOD STUp � OVER.A MONOLTTHIC CCNCRE E SHEET 1 = Q3 EN E RAL NOTES N D E PLANS approval for tre issuance ofd Oil Cher applicable CONVENTIONALLY FRAMED WOOD OJI _ with FloridaSte anBuildinga Code and tfi 6d THE EXISTING TWO STORY STRUCTURE WLL NOT CHANGE EX t1 MAFNPULATION OF SC*E EXTERIOR WALL OPENINGS AND SOME SHEET 2= FIRST FLOOR N S Local, State and Federal permittW City of requirements ATTACHMENTS MADE li0 AN E)OSTINN� WALL — 'V`� must be vended by signature of M8 CitY of Atlantic SHEET 3- SECOND FLOOR '` LANS Beach Building Ot`ficial to�,. uan«�. THE HOUSE IS TO BE CONSIDERED MI EN WED STRUCTURE � :. UNPROTECTED WINDOWS- BECAUSE GLAZED FA OF THE — Building Permit. NEW DOORS AND WINDOWS WILL NOT EXCEM 25% OF THE WALL OPENINGS. E NEW AND EXISTING WOWS WILL REMAIN SHEET 4= EXISTING B U I LD I G ELE IONS DinOW I UNPROTECTED PER 507.3 OF THE DOSTiNQ 'BUILDING VOLUME OF WW66W DESIGN PRES ES WILL E MET PER FW. _ Approved By: v t SHEET 5= EXISTING BUILDI G SEC ION Date: EXISTING BUILDING AREA: SHEET 6= PROPOSED BUIL LNG E TIONS 12-09-11 FIRST FLOOR CONDITIONED■ 740 SF SHEET 7= [PROPOSED B U I I N G S TIONS FIRST FLOOR ENCLOSED NON-CONOMONEDi■I 440 SF FIRST FLOOR COVERD Na+- - 184 SF SHEET 8 [PROPOSED WAL SECTI NS D= 997 SF } SECOND FLOOR CONDITIONS S SHEET 9= [ELECTRICAL P PROPOSED BUILDING AREA: FIRST FLOOR CONDITIONED" 1025 SF �� ES W _ UPREE �i FIRST FLOOR ENCLOSED NON 440 SIF ARC TECT FIRST FLOOR COVERED) Na+—aa lost- 72 SF STRUCTURAL DRAWINGS: ,R,0�1�3e2 } SECOND FLOOR CONDITIOi�D= 997 SF TOTAL PROPOSED CONDmoNED AREA- 2022 SF SHEET S1 = WALL, CEILING, LOCK FRAMING PLANS & NOTES TOTAL PROPOSED ENCLOSED AEA- 2462 SF SHEET S2= [ROOF FRAMING PLA & DETAILS ALL CURRENT UFE SAFETY/FF1iM� AND �ESSIBIUTY REQUIREMENTS ARE TO BE MET PER FBC. MAP SHOWING BOUNDARY SURVEY OF LOT 1 AND THE NORTH 15 FEET OF LOT 2, BLOCK 174, SECTION "H" ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18, PACE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. a M N N CERTIFIED TO: p F-1 C N cn00 KEVIN McEVOY & UNDINE McEVOY U p Q PFG LOANS, INC N PONTE VEDRA TITLE, LLC/HATHAWAY & REYNOLDS, PA O I-,•I ......,._.... FIRST AMERICAN TITLE INSURANCE COMPANY � i � � � � � � , n I 85,-1� U ill �fv 85 . 08 MEASURED ) w W w .. 2.2 W T-' -- W W Z x W /�(�, (� ( (} - ----IJI PROPOSED BUILIPING AREA= 1541 SF A a W o APPROXIMATE 3672" "' I 5.011 (DEED � � 70. 0�J' (PLAT) � � a �' Iia B L ; TOP of BANK OF i --_.___ rr7 PROPOSED POOL DECK AREA= O C K 1 7 3 � � t IN T I - = A PRIMARY AREA OF CHANGE 3a DRAINAGE DITCH 1 ,2 L� 1412 SF-403 S3F POOL- 1009 SF N I , EXISTING UTILITY PAD AREA= W I c c 85.00' (DEED) I i TOTAL SITE AREA= 861§0 SF 6SFX3= 18 SF N 00'06 05 W 85.08' (MEASURED) w a N W x ti w ._,_.. 2. __ � RELOCATED --� - a PAVERS A _ EXISTING BUILDING AREA= 130 SF EXISTING WALKWNAY AREA= 50 SF Z _ 35.40' (DEED) "3672` aS OC {DEED}i -~ , 7x.00' (PLAT) T 1 4 EXISTING DRIVIDOY AREA= 412 SF EXISTING POOL DECK AREA= s� 0 1421 SF-403 SF POOL= 1 QN 8 SF 6 BLOCK � 7 q 4 2 TOTAL IMPERVIOs AREA= 3030 SF ° I I WELL =34.97. OF TOTAL SITE BLOCK 174 ; BLOCOK 174 " 1 wa° 1 EXISTING UTILITY PAD AREA= 18 SF ' I = 142 SF INCREASE OVER EXISTING 6 SFX3= i I OR LESS THAN % F AN INCREASE j a EXISTING WALKWAY AREA= 50 SF I © Q 4 —X I IN IMPERVIOUS AREA 4 LL1 ° <4 EXISTING DRIVEWAY AREA= 4112 SF Q . t '� .Q PAVERS a POOL < < j I Q . a 1 j I I NO NEW STORWANTER RETENTION REQUIRED L'i ! b Q - . TOTAL IMPERVIOUS AREA= 8888 SF W 4 �:u I ; ,,.0 I �--- =33.3% OF TOTAL SITE ! m O ! S PA;1p D f NEW a ! Z O I1� - i�. ,4.D PADS 7.3 t Q CJ N� 3 �I� <J PIJIJL `� a S i POOL I .J p p.8" EQUIPMENT a Q.. ( i Q L C ! PADS e s I ! ry LL TWO STORYDD w W 1 Gl 4 -------- __-a i I N FRAME _,�._—._— ! I POSTED #1090 1.z"1 1 ! 4 © a Q i ! w L.✓ ! I L_I_1 11 . 0, P ! C or I ,I p —24.21 e 12.0' a _ S R NED ` ` s � t p I ' COVERRED ci Lo i PATIO __ 00 ,, 0 w o, i I DO �. �. i ' t 20.2• R Oc ' 4 � I 4 28.6•— � � 24.1 I (��t A/C ,, ,� a � � � APPR IM �''''``� -- c U LOCAThON OF� L,.1 ' �` ` J r I •' I r— R E D A a I !I.7FIEL0 i i 4 rTl I-J a • A POOL 35,00' DEEq 15.00_'" (DEED) DEED 7' o_ (DEED) 0.00' (PLAT) t EQUIPMENT ° F�1 "3672" , n , BLOCK i _I .91 MEASURED CORNER �. S o0_ 2 E 84 (MEASURED) ;----------------------- ------- P A D S s ��j' 85.00' (DEED) I /. , CARNATION STREET - rT1 T Sy (50' RIGHT OF WAY) I TWO O �✓��6 , s 1.4 " III I 0 z —,-1 LEGE 0 = SET 1/2"REBAR PC POINT OF CURVATURE 1 0 9 a � ' cry P Q �D �" 1 .�'� H STAMPED PSM 146 PT, — POINT OF TANGENCs i 'ate , = FOUND C1 2' IRON PIPE I I x NO 10 NTlFICA"ION PRG POINT OF REVERSE (UNLESS OTHERWISE NO-ED) CURVATURE I . ' I ' W - 4"x4' CONCRETE MONUMENT PCC PONT OF COMPOUND) B A/C m ASR CONDITIONER CURVATURE ! I p ----X— = FENCE CONCRETE c Ray Thc�mpS(,n REVISIONS 0 i I i SURVEYING, A 1C. DATE DESCRIPTION ' I 1 4. z Going the DISTANCE f6t Y`au 2 4.2 4613 Philips Highway,Suite 210 '"\ \Locos�C«�=r m�rn�zooelaa I I < Jacksonville,Florida 322€e7 i 9COVERED (Phone)904-448-5125 - (Fax) 904-448-5178 ' E N TR Y C I I 'i I I ° JOB # 16193 •`r�` DATE OF FIELD SURVEY: 5-22-2009 SCALE: 1" = 20" CERTIFICATE NOTES. i 1: BEARINGS ARE LASED ON TH4c A,�L_U ED BEARING OF __Il_�QQQ�Q_k__- i HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE ALONG THE SOUTHERLY BOUNDARrVINE OF SUBJECT PAP4CEL AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH 8Y THE FLORIDA 20.2' 2 2: BY GRAPHIC PLOTTING ONLY THE_Ai TION-D LANDS LEE:: WITHIN FLOOD ZONE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS' IN CHAPTER 61017-6, FLORIDA EMU X r l _ SHAt)Fn�_ AS'S1404N ON THE NATIONAL � ADMINISTRATIVE CODE, PURSUANT 70 SECTION 472.072, FLORIDA STATUTES. O `/ DATED: APRIL 17 198 tOMMUNTfY PANEL NUMBER. FLOOD INSURANCE MAP, i I �. 9r 120075 Qf>.0.7....12. ., j 1 L EASEMENTS do RIGHT f . 3: THIS SURVEY REFLECjt AL GH 0 uqY AS PER RECORDED ,.. i PLAT &/OR TITLE MMITMENT IF SU�PEED. UNLESS C•'THERWISE STATED, NO O OTHER TITLE AT1oN HAS BEEN PERFORMED 8Y THE UNDERSIGNED. RAYMOND THOMPSON i 4: THIS SURVEY OT VALID WITHOUT„AN AUTHENTiCATEPD ELECTRONIC SIGNATURE REGISTERED SURVEYOR AND MAPPER # 3146 STATE OF FLORIDA APPROXIMATE AjjAU ATED ELECTRONIC SEAL. LICENSE BUSINESS No. 7469 I t-1 LAND SURVEYS O CONSTRUCTION SURVEYS O SUBI�IViSIONS LOCATION OF w DRAINFIELD � ° EXI'"INGC5 a co SURVEY 1„=,,o, o a i i Q ' CN I I . GENERAL PROJECT MOTES: i a �.-.-----..._-----------'- ---�_ -,..-J d 4 ------------------------------ THE .._-------_ _ i THE ATTACHED DRAWINGS DESCRIBE PIidQPOSED ALTERATIONS TO AN EXISTING SINGLE FAMILY RESIDENCE IN ATLANTIC BEACH, FLORIDA. 15. 00' (DEED) Q 7Q,.00' (PLAT) THE BUILDING DESIGN AS DESCRIBED NFEREIN IS INTENDED TO BE COMPLIANT WITH ALL REQUIREMENTS OF THE FLORIDA BUILDING CODE, AIL Mir RESIDENTIAL— 2007 EDITION WITH 2000 SUPPLEMENTS, THE 2008 EDITION OF THE NATIONAL ELECTRIC CODE, THE 2006 EDITION OF THE NFPA 101 3672” W LIFE SAFETY CODE. THE 2007 FLiORIIDA TFIRE PREVENTION CODE, AND ALL PERTINENT ZONING REGULATIONS OF THE CITY OF .ATLANTIC BEACH, J 00012 ' 13 " E � ( iVIEASU BLOC K FLORIDA. ALL REQUIREMENTS OF THESE CODES. WHETHER REFERENCED HEREIN OR NOT, MUST BE OBSERVED THROUGHOUT THE CONSTRUCTION 84. 91ED CORNER PROCESS. 84—11'� S N THE PROPOSED BUILDING OCCUPANCY SINGLE FAMILY RESIDENTIAL, GROUP R-3. PROPOSED CONSTRUCTION TYPE IS CONSIDERED TYPE V-5. ALL NEW STRUCTURE WILL OCCUR OUTSIDE OF THE EXISTING TWO STORY BUILDING MASS AND ATTACH TO R. AN NG ONE STORM AITACHIMENT WILL BE REMOVED TO MAKE ROOM FOR THE ADDITION. PROPOSEDE SITE INFORMATION: SITE A THE EXISTING RESIDENCE DESCRIBED REIN IS A TWO STORY, SINGLE FAMILY RESIDENCE LOCATED AT 1090 CARNATION STREET ON LOT 1 AND THE NORTH 15 FEET OF LOT 2. BLOCK 174, SECTION "H', AnANTIC BEACH, AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC � � 4 8. 16 RECORDS OF DUVAL COUNTY, FLORIDA. THE PROPERTY IS ZONED "RS10 . A NEW. ONE STORY ADDITION IS TO BE CONSTRUCTED AT THE REAR OF AN EXISTING, DETACHED, SINGLE FAMILY RESIDENCE. ALL NEW IMPERVIOUS 4� AREA CREATED BY NEW CONSTRUCTION *LL INCREASE THE EXISTING IMPERVIOUS AREA ACROSS THE SITE BY LESS THAN 10X. THE NEW TOTAL IMPERVIOUS AREA WALL BE L29S THAN vOX OF THE TOTAL SITE AREA. NO NEW ON—SITE STORM—WATER STORAGE CAPACITY IS REQUIRED AND ORAMING I X : NONE WILL BE CREATED. SEE SITE DPAYNING FOR IMPERVIOUS AREA TABULATIONS. CURRENT DRAINAGE PATTERNS WILL NOT BE ALTERED. .....c BUILDING INFORMATION: GENERAL THE PROPOSED BUILDING MODBTCATK** ARE HERE CONSIDERED A LEVEL 2 ALTERATION PER FBC. PROPOSED MODIFICATIONS INCLUDE THE NOTES CONSTRUCTION OF A NEW SINGLE STOIC BUILDING ADDMON, SOME MANIPULATION OF NON—STRUCTURAL WALL PARTITIONS AT THE FIRST FLOOR, ARC H ITECTUJ RAL DRAWINGS: AND SOME INFILL OF A STAIRWELL TO SATE ADDITIONAL BUII;�DING AREA AT THE SECOND FLOOR. THE NEW ADDITION WILL CONSIST OF SURVEY AND CONVENTIONALLY FRAMED WOOD ROOFft OVER 2X4 WOOD STUD WALLS OVER A MONOLITHIC CONCRETE SLAB WITH TURNED DOWN FOOTINGS. THE EXISTING TWO STORY STRUCTURE 1 NOT CHANGE EXCEPT FOR THE MANIPULATION OF SOME EXTERIOR WALL OPENINGS AND SOME SHEET 1 = GENERAL NOTES AND SITE PLANS N SITE PLAN ATTACHMENTS MADE TO AN EXISTING E�IOR WALL. N THE HOUSE IS TO BE CONSIDERED AN FENCLOSED STRUCTURE WITH CONVENTIONAL UNPROTECTED WINDOWS. BECAUSE THE GLAZED AREA OF THE SHEET 2= FIRST FLOOR PLANS pq NEW DOORS AND WINDOWS WILL NOT EXCEED 25X OF THE E�tISTING GLAZED WALL OPENINGS, THE NEW AND EXISTING WINDOWS WILL REMAIN SHEET 3= SEC 0 N D FL00 R PLAN v�o � UNPROTECTED PER 507.3 OF THE EXISIhNG BUILDING VOLUME OF FBC. WINDOW DESIGN PRESSURES WILL BE MET PER FBC. 40 z SHEET 4= EXISTING BUILDING EL ATIONS aa � CIE EXISTING BUILDING AREA: SHEET 5= EXISTING BUILDING S TIONS v S FIRST FLOOR CONDITIONED=D= 740 SIF PROPOSED BUILDING LEVATIONS FIRST FLOOR ENCLOSED NON—CONDITIOWD= 440 sF SHEET 6= FIRST FLOOR COVERED NON—ENCLOSED!: 184 SIF SECOND FLOOR CONDITIONED= 9s� sF SHEET 7= PROPOSED BUILDING ECTIONS ° 12-09-11 PROPOSED BUILDING AREA: SHEET 8=: PROPOSED WALL SEC ONS FIRST FLOOR CONDITIONED= 1025 SF SHEET 9 ELECTRICAL PLANS FIRST FLOOR ENCLOSED NON—CONDITIONED— 440 SIF FIRST FLOOR COVERED NON—ENCLOSEDim 72 SIF SECOND FLOOR CONDITIONED= 997 SF Ell JAMES W DUPREE III TOTAL PROPOSED CONDITIONED AREA= 2022 sF STRUCTURAL DRAWINGS TOTAL PROPOSED ENCLOSED AREA= 2462 SF ARCHITECT AR-0010382 T SHEE S1 WALL CEILING, FLOOR LOORFRAMING PLANS 8c NOTES ALL CURRENT LIFE SAFETY/ � ACCESSIBIL.ITY REQUIREMENTS ARE TO BE MET PER FBC. SHEET S2= ROOF FRAMING PLAN & DETAILS I� 2 1 2 1 NEW TILE FLOOR HATCHED AREA SHOWS00 MATCH EXISTING AS POSSIBLE � N � COUNTERTOP AT 36" AFF o � ~ N M 00 I I 24'-8" ^ C FWaN NEW ADDITION HIPPED ROOF O c AREA OF CHANGE o, I ♦� �35 42r-2» 6-0 6-7 " 8'-Om r_ " / W IJI o I i SINGLE STORY ROOM AND PORCH WITH R(410F TO BE REMOVED It HOS , , 1 " 02 -�/ 1 i rn Q Q 19T �W BIB 1 11I /, » I AAS N 1 , 1 -6 I r I / r� EXISTING OPENING TO BE MODIFIED UNDERI 1" 2'-10 1'-6" 2'- " '- " ' S I W o 0 IEXISTING HEADER BUT WINDOWS TO BE RELOCATED 1 I 11 111 1.4 -6 2 0 ; ti O o °` o ♦I i �-1N I � I / i W x 39 v 1 17'- " 'i , of , ti fz+ Z R------------ �--------------- ------- ------------------------------------- --a / / I I / `♦� ;'i ALL LABELLED WINDOWS AND' DOORS TO BE RELOCATED i `♦ ; - SEE PROPOSED PLANS WITH GAME NUMBERS i = 2 0 ❑ I. N ' 6 I o o of IN IN PLACE O O M N EXISTING WINDOW TO REMIA 1 ♦` 1 I r� „ / I z 1-I 2 0 3 k " N NEW Klf�tdEN I 1 `♦ i I EXISTING KITCHEN CA[RINETS, FIXTURES, AND APPLIANCES I ►� / �" 1 , I 1 ♦ / I I.r`- I r » I r " ` r a I I ♦♦ ; I TO BE REMOVED I -2'-,Op 2r 1» 2r—0» 2—6 2-o NEW DINING I I . / I I . / 1 I- I• I I � `♦ 01 ; I 1 • • 1 14 I O 1 `♦ I i i I 3'-11 on ,-1 5'_8" 1 ---- notion -------------------------- ----------- Q I I � O ID I 0NEW DEN I I ' I I u M NEW PARTITIONS AND i NEW TILLE FLOORING I I IN E)(Ig'ITING SPACE O O01 71 , N-1 I 0 OLI = I I I I w I z p I M-1 4 'V - 4 4 �' -- - - - -- -- I � 1 1 4 � --- -- --- -- O I i I `♦ I � � I I �I ♦` I / 1 I / 1 `♦` I � I / 11 ♦♦ Ij I / ♦ 1 � Ij ------------ --------------- -- ---- ♦ I I i `♦ I / ♦ I ------------ ---------------�-- ♦ I I ♦` 1 II / . I S N 1 ' ` 1 ' ----- -------------- ------------ \`♦ I FIRST FLOOR CONDITIONED AREA= 740 SF NOTE: INTERIOR FIRST LOOR 2' 4' 8' AR — 1025 SF ENCLOSED NON-CONDITIONED AREA= 440 SF DIMENSIONS ARE CLEAR CONDI ONED EAlill COVERED NON—ENCLOSED AREA= ENCL0 ED NON—C NDIT NED AREA= 440 SF I, 72 SF + 112 SF= 184 SF TO FACE OF GYP BOARD COVER NON—ENCLOSE AREA= 72 SF EXITING FIRST FLOOR PLAN PROPOSED FI T FLOOR PLAN EXISTING AND PROPOSED FIRST FLOOR OOR FIRST F OOR DOORI SCHEDULE PLANS SIZE MARK WIDTH HGT STYLEMATE GLAZING C LOR HARDWARE SWING REMARKS 01 3'-0" 6'-8" HINGED - SINGLE - FULL LITE ISTING INSULATED HITE EXISTING LEFT RELOCATED FROM EXISTING PORCH ENTRY IDOOR s 02 8'-0" 8'-0" SLIDING - DOUBLE - FULL LITE MA H EXISTING CLEA& INSULATED LOW-E HITE MATCH EXISTING LEFT NEW 2 FIRST FLOOR WINDOW S EDULE 12-09-1 SIZE MARK WIDTH HEIGHT STYLE MATERIAL 1.H RDWARE CO AOR HEAD HEIGH GLAZING REMARKS 1 3'-0" 5'-0" DOUBLE HUNG EXISTING IXISTING W` 8'-0" CLEAR INSULATED RELOCATED SEE SAME NUMBER ON EXISTING PLAN 2 3'-0" 5'-0" DOUBLE HUNG EXISTING IXISTING WHITE 8'-0" CLEAR INSULATED RELOCATED SEE SAME NUMBER ON EXISTING PLAN 3 3'-0" 5'-0" DOUBLE HUNG EXISTING IXISTING WHITE 8'-0" CLEAR INSULATED RELOCATED SEE SAME NUMBER ON EXISTING PLAN 4 3'-0" 5'-0" DOUBLE HUNG EXISTING IXISTING WHITE 8'-0" CLEAR INSULATED RELOCATED SEE SAME NUMBER ON EXISTING PLAN JAMES W DUPARCHITECT III 5 3'-0" 6'-0" DOUBLE HUNG EXISTING 'EXISTING WHITE 8'-0" CLEAR INSULATED NEW ARCHITECT AR-OOtfl382 6 3'-0" 6'-0" DOUBLE HUNG EXISTING EXISTING WHITE 8'-0" CLEAR INSULATED NEW -- M p"' MpN �t O F'' ONM 00 U �O � o Wo fid. O � N 4 U w .D W z x N A U W U USO WA AA � N ti Oo a a N a x w W 2 1 Z CREATED WALL OPENING FOR ATTIC ACCESS LOW DOOR TO ATTIC DIMENSIONED TO AVOID i VERTICAL RIDGE SUPPORTS AT ATTIC FRAMING 2 1 I i I I I I ,Y II 25 QI O F0711 0 071 � 0 I i O - - - - - - - - - - - - - - - 3 A 01 I I n I O w I I h+l DOOR TO [BE RELOCATED w I I O I I I. NEW FULL HEIGHT WALLS " 9 GYP OVER 2X4 WOOD STUDS -11 1 I I NEW OPENING FOR I z RELOCATED DOOR 2'-5" HALF WALL TO BE REMOVED ( a I HALL H EXISTING EDGE OF FLOOR 24 w 13 BOOM 2, O 21 Q o� I I 22 F" I I � AREA OF CHANGE _ _ I -g _ j z 0 NEW FLOOR AREA FRAMED WITH 2X6'S _ _ 0 Q WITH TOP AT SECOND FLOOR HEIGHT 4" ' 2'-4' ►-i 4 AND BOTTOM RAISED TO CREATE HIGHER I " 8 I MODIFIED FIRST FLOOR CEILING � -1� � - - - - - � _ _ _ BEDROOM _ _ _ _ _ _ _ _ _ _ _ _ 4 ou " /022 i ----------------------------- NEW EXTENDED jDJ PET FLOORING C> --------- ------------------ WINDOW TO BE REMOVED AND RE CED O NEW LARGER CASEMENT �NDOW` ., ---- ---- ------------------ r' WITH LARGER._WINDOW FROM FIRST OOR TO CREATE NEW EMERGENCY EGRESS OPENING. I w FIRST TRY TO USE EXISTING WINDOW #5 OPENING TO BELOW TO BE FROM FIRST FLOOR, BUT IT PROBABLY WO 'T FIT V DUE TO SILL CONFLICT WITH ROOF BELOW. NEW CLOSfTg FILLED IN WITH NEW' FLOOR I I Z6 I I SECOND FLOOR J CONDITIONED AREA= 997 SF SECOND OOR CONDITIO D AREA= 997 SF W EXISTING SECOND FLOOR PLAN PROPOSED SEC ND FLOOR PLAN S N E SECOND FLOOR D. OR SCHEDULE SIZE 2' 4' 8' I MARK WIDTH HGT STYLE MATL GLAZING C OR HARDWARE SWING REMARKS 21 2'-8" 6'-8" HINGED - SINGLE MATCH EXISTINI.G -- MATCH EXISTING MATCH EXISTING LEFT RELOCATED FROM SECOND FLOOR NO. 21 7, 22 3'-0" 6'-8" BIFOLD - DOUBLE MATCH EXISTINfG -- MATCH EXISTING MATCH EXISTING NA NEW 23 3'-0" 6'-8" BIFOLD - DOUBLE MATCH EXISTINJG -- MATCH EXISTING MATCH EXISTING NA NEW 24 2'-6" 6'-8" HINGED - SINGLE MATCH EXISTINfG -- MATCH EXISTING MATCH EXISTING RIGHT NEW 25 1 2'-O° 2'-6" HINGED - SINGLE I MATCH EXISTINf.G -- MATCH EXISTING MATCH EXISTING LEFT NEW DOOR ACCESSING NEW ATTIC SPACE EXISTING AND SECOND FLOOR WIND SCHEDULE PROPOSED SECOND SIZE MARK WIDTH HEIGHT STYLE MATERIAL [HARDWARE COLOR HEAD HEIGHT GLAZING REMARKS FLOOR PLANS 22 2'-6" 4'-0" CASEMENT MATCH EXISTING LATCH EXISTING WHI 6'-10" CLEAR/INSULATED/LOW-E NEW i SII 12-09- 11 JrIEE S W FRF(- W E PT III II f 00 P-4 O F'"-' N M 0? o C/1C) 0 U � rn Z � w x FIBERGLASS ASPHALT SHINGLES TYP. AW WW � _ � a � a � WUo do Oc _ fz, ti � NWx k l � r SINGLE STORY PORCH AND DINING AREA WINDOW TO BE REPLACED WITH EGRESS WINDOW ¢ 3 � TO BLE REMOVED AND REPLACED ULiLll WITH LARGER ADDITION Ll ILUU --Tj Aii I�rr 11 11 It if ILI ai , 114, O E A VINYL SHINGLES TYP. E' il-LU-i Li w w Ll M^ w 11 11 1 11 1711 11 11 11 H 1 11 Q 11 L O v z EAST ELEVA ION SO TF ELEVATION j 1 /8 1 -0 1/8 F-+ t uO s y I � At, O U c W V r SINGLE STORY PORCO AND DINING AREA SINGLE STORY PORCH AND DINING AREA TO BE REMOVED ANd REPLACED ' TO BE REMOVED AND REPLACED i WITH LARGER ADDITIM WITH LARGER ADDITION I I I LI I I I I I I I I f r 29 f 41 8 f R i . 4 EXISTING BUILDING 0 0 ELEVATIOS WEST ELEVATION ORTH ELEVATION 18 =1 -0 8 =1 .0 12-09-11 JAMES W DUPREE III ARCHITECT AR-0010382 i I V M a M O N O F N00 ^O W N p H i W � U � � � o ON z Ww � � � w Av � a � a < NT � Q O O O o, i tiw za i STAIRWELL TO BE CAPTURED AS FLOOR AREA HERE. SINGLE STORY PORCH AND DINING AREA TO Bf REMOVED AND REPLACED 7E] WITH (LARGER ADDITION Ali STAIRWELL TO BE CAPTURED AS FLOOR AREA HERE LLj (30 HALF WALL TO BE REMOVED 0- 0 0 0 A ur,�, O w O N U � O rT, C I W :cC O u H4 z BUILDING SECTION BUILD ( G SECTION w 2 1 /4 9 =10-091 4 1 /4 =1 F-' � z o 0 r 0 � o WINDOW TO BE REPLACED WITH EGRESS WINDOW CREATE OPE NIC FOR ACCESS DR TO ATTIC r T 1 U AIRWELL TO BE CAPTURED AS FLOOR AREA HERE SINGLE STORY PORCH AND DINING AREA HALF WALL TO BE REMOVED TO E*E REMOVED AND REPLACED WITH LARGER ADDITION L..J. j WIDOWS TO BE REMOVED AND REPALCED WITH ENLARGED OPENING BETWEEN ROOMS KITCHEN TO BE REMOVED SPACE TO BECOME ENCLOSES DEN 2' 4' 8' f g i i I EXISTING BUILDING SECTIONS BUILDING SECTION3 B U I LD II G SECTION 1/4 1 -0" 1/4 =1 - 5 i 12-09-11 JAMES W DUPREE III ARCHITECT AR-0010382 M aM--+ � N � O F, r., NMoo O W O W "o H A cv W � x rAoo U rA � z xN w wz �a U A U W � U o _ LES OVER � a � a H W � NEW FIBERGLASS ASPHALT SHINd NEW ROOF AT 7/12 PITCH TO MATCHI EXISTING. A N A � CONSIDER REDUCING PITCH TO 5/12 IF NEECESSARY p� TO AVOID SILL OF SECOND FL WINDOW. ~' 0 � Na+ x ti fs, W a z NEW VINYL SHINGLES TO MASCH EXISTING. NEW EGRESS WINDOW IF DIFFICULT TO MATTCCH CONSIDER USING LAPPED CEMES SIDING G Nii AT ADDITION ONLY, To BE PAINTED. UL 1-1- IIS Ilu IIS IIS III IIIA II IIS IfII I.� o i 11 IT 11 11 RELOCATED WINDOWS a� U H PRESLERVE EWTING'W. SITION STRIP OR ADD z VERTICAL PVC STIP SUCH AS 2X4 AZEK. CO WITH RAIN LEADER TO SPLASH BLOCK. V H PROPOSED EAST ELEVATION P POS SOUTH ELEVA N i O H t NEW FIBERGLASS ASPHALT SHINGLES +QVER y O U NEW ROOF AT 7/12#ETCH TO Ii�AT EXISTING. NEW FIBERGLASS ASPHALT SHINGLES TO MATCH EXISTINQ w S NEW VINYL SHINGLES 1TO MATCH EXISTING. EXISTING VINYL SHINGLE IF DIFFICULT TO MATCH CONSIDER LAPPED CEMENTITIOUS :SIDING AT ADDITION ONLY TO OE PAINTED. � NEW VINYL SHINGLES 1T0 MATCH EXISTING. Q 7 IF DIFFICULT TO MATCH CONSIDER 12 � I USING LAPPED CEMEN#�mOUS SIDING AT ADDITION ONLY, TC BE PAINTED. 11 u ILL IJJ i 11 I I I I I ( I I I - -�.�..1... NEW SLIDING GLASS DOORS NEW WINDOWS ( �� TO MATCH EXISTING WINDOW FRAME FINISH PROPOSED BUILDING ELEVATIOS o r-� NEW WINDOWS TO MATCH EXISTING PROPOSED WEST ELEVATIO PROPOSED NORTH ELATION 6 j 12-09-11 JAMES W DUPREE III ARCHITECT AR-0010382 �O 0C14 It _C14 N 00 0 c`1M O O W W W � U � O 0 A U W W Ucq U U O as � 2 waw o RELOCATED DOOR ti Oa on V-4 Za NEW WALLS BOTTOM OF FLOOR FRAMING TO REMAIN FLUSH AT BEAM. TOP OF BEAM MAY RISE UP CREATE OPENING AT EXISTING NEW CONVENTIONALLY FRAMED ROOF. IN WALL. RIM JOIST FOR HWAC ROUTING ATTIC SPACE TO BE UNVENTED WITH TO NEW ATTIC. SPRAY FOAM APPLIED TO UNDERSIDE NEW 2X6 FLOOR FRAMING 'r' OF ROOF SHEATHING. Ll TO INFILL EXISTING STAIRWELLDo NEW 2X6 FLOOR FRAMING O TO INFILL EXISTING STAIRWELL ° I IKEA I 1.4 0 1 1 TO CABINETRY U PID BY OWNER 4-4 I 1 I Iii _I O N 1 o o I RELOCATED WINDOWS W 1 V I—, 1 Z DOWNDRAFT COOKTOP TO BE VENTED THROUGH WALL BEHIND IT PER H MANUFACTURER RECOMMENDATIONS. w A 8 2 641LDING SECIhBUILDIN SECTION P4 con ON _ 4 � - O PROOF 24'X30"+/— SAW DOOR FOR ACCESS O FROM THE luIASTER BEDROd it TO THE NEW ATTIC SPACE. TRIM LIKE TYPICAL DOOR OPENING. w U OPENING INTO KITCHEN WHERE WINDOWS REMOVED. COUNTERTOP EXTENDS OVER SILL { NEW 2X6 FLOOR FRAMING OPENING TO EXTEND HIGHER AS POSSIBLE TO INFILL EXISTING STAIRWELL WITH ARCHED TOP AS SHOWN. IF EXTRA HEIGHT UNAVAILABLE BELOW Sam nm EXISTING HEADER, LEAVE HEADER HORIZONTAL AND ELIMINATE ARCH. - IKEA CABINETRY i TO BE SUPPLIED BY OWNER ° HIGHER CEILING MAINTAINED AT ENTRY 2>, 4' 8' PROPOSED KITCHEN ISLAND WITH COUNTERTOP BUILDING CANTELEVERED FOR SEATING KNEE SPACE s SECTIONS BUILIN SE N 3 BUILDI SECTION 12-09-11 JAMES W DUPREE III ARCHITECT AR-0010382 W 1 cq °N° UgNen � `c " O WEAN W U p o, w Ha w w z � cn w AU WW WE.•� UC, � a rs" a � Wo WINDOW INSTALLATION (METHOD B) cn W �1 AAe! N � � 4' c W HEIR RESITIVE BARRIER (WRB) APPLIED AFTER THE= WINDOW INSTALLATION. FIBERGLASS REINFORCED ASPHALT SHINGLES TO � [FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. pMATCH EXISTING LAID OVER SELF-ADHERING w a cv a x STEPS 0 APPLY SILL FLASHING 55/8ERPLPLYWOOD OVER CONVENTIONALLYOOF MEMBRANE ING Z a SECTION A FRAMED WOOD ROOF. SEE STRUCTURAL DRAWINGS (Z)APPLY BEAD OF SEALANT THROUGH WINDOW JAIAB FOR FRAMING DETAIL. AT BACK OF WINDOW FLANGE & SET WINDOW (PAN AIR TIGHT OPEN OR CLOSED CELL POLYURETHANE HEAD SCREWS MUST BE USED INSULATION SPAYED TO BOTTOM ROOF SHEATHING AT II TO FACILITATE INSPECTION) 5 1/2 +/- THICKNESS. ATTIC TO BE NON- VENTED SEMI-CONDITIONED SPACE. OO APPLY BEAD OF SEALANT AT 'F SIDE JAMBS ALUMINUM EDGE FLASHING SET OVER STRIP ® APPLY JAMB FLASHING $ OF SELF- ADHERING ROOFING MEMBRANE AND THEN SANDWICHED BY MAIN LAYER OF Z ROOFING MEMBRANE. APPLY BEAD OF SEALANT 1/ 2" GYPSUM BOARD AT HEAD 77 CEILING HEIGHT TO MATCH EXISTING — O - -------------------- ----- XX '; (BAPPLY HEAD FLASHING SIMPLE FLAT STOCK 1X4 CEILING AND WINDOW TRIM OGEE ALUMINUM GUTTER TO MATCH EXISTING A IN WATER SHEDDING FASHION, o FLASHING SET OVER 1/2" GYPSUM WALL BOARD MATCH *XISTING STARTING AT THE BASE OF THE WALL & WORKING TOWARDS SEALANT BEAD BETWEEN AFTER INSTALLATIONVINYL OR CEMENTITIOUS FLAT SOFFIT UNVENTED � O THE TOP, INSTALL THE WRB MOUNTING FLANGE AND SEAL ALL CORNERS OF SEAL INSIDE OF WINDOW ALL AROUND ►...� TO THE FACE OF THE FLASHING. MECHANICALLY JOINED TO ENSURE AIR TIGHT SEAL VINYL HEAD TRIM SEALED TO TOP OF WINDOW FRAME SHEATHING. TUCK WRB UNDER FRAMES TO SEAL FRAME ^ SILL FLASHING, AND OVER SEAM JUNCTURE. � x+ JAMB & HEAD FLASHING. SEAL JOINT ALL AROUND BETWEEN VINYL WINDOW TRIMLu U z AND WINDOW FRAME (8)WITH SHEATHING TAPE, o .� CONNECT c- w THE WRB TO THE F W LASHING > EXISTING WINDOWS TO BE RELOCATED OR PURCHASED O ALL 4 SIDES FLASHING AT HEAD EXTENDS 3 JAMB TO MATCH EXISTING. 1 BEYOND JAMB FLASHING, g z APPLY A %" NOM. DIA. a 3 BEAD OF SEALANT TO THE BACKSIDE (INTERIOR) OF THE HEAD FLASHING Lo APPLY SELF-ADHERING OR LIQUID APPLIED FLASHING MEMBRANE � oil. MOUNTING FLANGE AROUND ` z INSIDE OF WALL OPENING AND OUT ONTO FACE OF WALL- MIN 6". E'er APPLY A CONT. SEAL ALONG o o THE ENTIRE PERIMETER. c) U) SET WINDOW FLANGE WITH BEAD OF SEALANT BACKING ALLL AROUND MOUNTING FLANGE AT THE z PLACE BEAD IN LINE WITH I W w ONTO MEMBRANE. APPLY MOISTURE RESISTANT BARRIER (WRB) WRAP �� HEAD. FLASHING GOES OVER + > � ^ ANY PRE-PUNCHED HOLES MOUNTING FLANGE. EMBED COUNTERTOP MATERIAL SUCH AS GRANITE TO COVER a o o IN LAPPING, WATER SHEDDING FASHION OVER WALL SHEATHING AND _ OVER TOP OF WINDOW FLANGE. SEAL EDGE OF WRB TO (FLANGE OR SLOTS. �"` BOTTOM OF HEAD FLASHING BASE CABINETS AND TURN UP WALL AS BACKSPLASH 1 o z w N. HERE SHOWN AT 6" HIGH TYP. WOOD WINDOW SILL TO �' z WITH ADDITIONAL STRIP OF SELF-ADHERING FLASHING SUCH THAT AGAINST SEALANT (FLASHING Z a a 3 0 HEAD FLASHING OVERLAPS JAMB FLASHING OVERLAPS SIT DIRECTLY ON COUNTERTOP OR TO BE COVERED SILL FLASHING. SET NEW SLIDING DOOR SIMILARLY BUT S� INTO i GOES OVER SEALANT). '� c � EXTEND HEAD FLASHING WITH STRIP OF GRANITE AS SHOWN. 00 o N COPPER SILL PAN WITH INTEGRAL END DAMS SET IN SEAILANT. V1 �'� i BEYOND EACH JAMB FLASHING. �- ` FASTEN IN PLACE. NOTE: FOR o "Z \� I TYP " " E B JAMB FLASHING IS z ' SEAL WINDOW FRAMEOUND BETWEEN VINYL WINDOW TRIM 'I N.N.� I BEHIND MOUNTING FLANGE. "N. i o �..� Z 2X4 WOOD STUDS AT 16" 0/C WITH R-13 FIBERGLASS [§ATT INSULATION PACKED TIGHT TO EDGES M OO JAMB FLASHING , ® I A N I i TYVEK MOISTURE RESISTANT WRAP ATTACHED TO 1/2 CDNX PLYWOOD Q EXTEND JAMB FLASHING i i WITH ALL JOINTS TAPED PER MANUFACTURER RECOMMEN TIONS. TO OVERLAP SILL i A I O FLASHING. EXTEND I �� JAMB FLASHING 8 X" ~` i CERAMIC TILE THIN SET OVER CONCRETE ABOVE ROUGH 9� `� I .0�' VINYL SHINGLES TO MATCH EXISTING LAPPED OVER STARTER STRIP V OPENING AT HEAD. SEALANT AT BASE PER MANUFACTURER RECOMMENDATIONS. APPLY TAPE AT CORNERS TO TEMPORARILY HOLD =�, ~`N. I O CONCRETE SLAB WITH TURNED DOWN MONOLYTHIC FOOTING LAID OVER 6 MIL POLYVINYL MEMBRANE OVER FLASHING IN PLACE �,�: I CLEAN, COMPACTED, TERMITE TREATED FILL. UNTIL WRB IS APPLIED. :�.�_'_• - SILL FLASHING =}t�h11ti SEE STRUCTURAL DRAWINGS FOR DIMENSIONS AND REINFO 4 d a _ co Q II—III—III d SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, _ PLUMB, AND LEVEL CONDITION. USE CORROSION I � RESISTANT F €NERS. FASTEN WINDOWS PER WINDOW MANUFACTURER FASTENER SPECIFICATIONS. d — — =� I—III-1 I I—I I � a 11= I I III=1 I ISI I I=) 1=1 11-1 II 11=1 I ISI 11=1 I I 1=1 11= 3 6 12 i�l I ISI I I=i I I=1 I ISI�1=1 I I;I 1=1 11=� INTERIOR VIEW TOP LEFT CORNER OF WINDOW I� A WALL SECTION PROPOSED WALL SECTIONS WINDOW INSTALLATION DETAIL NTS I 12-09-11 JAMES W DUPREE III ARCHITECT AR-0010382 x till + I4I 1 r i d 6' P 1 � r- c N d �,, ,pNp MQ' •-- p N d' F, .� NMoo Q4 Wo d4 ^ O a � 4 w u a TO LANDSCAPE LIGHTING w ww do Aw wP WPa aF' pwq � . v� d Advi FCI GFCI _ - o Op V\ TVi ti o cM� I FCI / / „FEE � L Ili OO ` - I I 00 ❑ f GrCl ' \ SII 220V \\\ GFCI GFCI I Iqp ,. r O C � O 0 L I I I ; w '1 U I Q d 0 U H W a Lo 5 r � I • �_ W O + C \ O 77- 1 3 I ti- I i I Immmul I I I I MMEEA L ou V k 4 S i' r Ij -------- ----------- Nil i S N I,I E FIRST FLOOR ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN z 4' 8 It� I r 3 E FIRST AND k5 ELECTRICAL LEG EIS D SECOND n;a FLOOR 3 } DUPLEX OUTLf� TELEPH 4 N OUTLET E OUTLET /TEL DIRECTIONAL DOWN LIGHT ® ELECTRICAL DUPLEX GFCI CABLE ` Y GFCI CM WIRED SMOKE DETECTOR 1A�/ BATTERY PLANS f DUPLEX UNDF> COUNTER AUC CABLE MODEM 4 CEILING MOUNTED 6" RECQSSED DOWN LIGHT DUPLEX GCFI WTRPR00F GWP ® SMALL PENDANT FIXTURE— r QUADROPLEX bUTLET =0 4" RECESSED DOWN LIGHT9 220 VOLT OUjTLET �220V LARGE PENDANT FIXTURE— I INTERIOR WALL SCONCE ilk JUNCTION BOA INTERI�k ® NOTE 1: ALL NEW BEDROOM OLIGHTING TED FIXTURE CEILING 220 VOLT JUNCTION BOX ❑� 220V OUTLETS TO HAVE ARC FAULT 12-09- 1 1 SURFACEMOUNTED AT WALL SWITCHER NEC. $ UNDER CABINET LOW VOLTAGE —® CIRCUIT INTERUPTERS 19 ` l 3 WAY WALL SWITCH $3 a} WP EXTERIOR WALL SCONCE— I--Z NOTE 2: CONSULT OWNIER TO f ,! REMOTE SWITfCH $R DETERMINE DIMMABLE §WITCHES. Ift DISPOSAL SWITCH $DISP EXTERIOR SURFACE MOUNTED— AT SOFFIT A tl(€ Pr 4 FOOJINGS AND FOUNDATIONS: THRK=ADED ROD: MASONRY CONSTRUCTION: � �m FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC AND AS NOTED IN THESE PLANS. THIS §,YSTEM USES A THREADED ROD CONTINUOUS FROM THE FOUNDATION TO THE DOUBLE TOP PLATE. w 1. COIDES USED: 2007 ORIDA BUILDING CODE, ACI, NDS, APA AND ASCE-7-05. ALL LATEST EDITIONS USED. WELDFED WIRE REINFORCING WWR) SHALL BE ASTM A185, FURNISH IN FLAP SHEET THREAHA CONCRETE MASONRY UNITS: SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A MINIMUM NE IT z Z o ( ED RODS: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. THE NUT AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M OR S MORTAR (ASTM C 270) Q Q z AT THLE DOUBLE TOP PLATE AND SILL PLATE SHALL RECEIVE A FINAL TIGHTENING AFTER THE ROOF IN ACCORDANCE WITH ACI 530, THE 1900 PSI BLOCK IN COMBINATION WITH TYPE M OR S MORTAR PROVIDES A DESIGN COMPRES�I� > 2. ALLL DESIGN, CONSTRU ON AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING MSA ONRY STEMWALLS: JURISL0ICTION 0 R THE ORI. SYSTEI�II IS INSTALLED, RIGHT BEFORE DRYWALL INSTALLATION. STRENTH (f'm) OF 1500 PSI. o Li z Q 3. CONTRACTOR SHALL IFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. MASONRY STEMWALLS SHALL BE IN ACCORDANCE WITH FBC AND AS NOTED IN THESE PLANS. WMII L �MMVALL TO BE A MAXIMUM OF (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF STEMWALL WILL EXCEED WOOD (FRAMING SHALL BE IN ACCORDANCE WITH FBC, EXCEPT AS NOTED IN THESE PLANS. ALL WOOD IN L W 4. DL TAILS FOUND WTTHI , THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN (6) �rJOURSES IN HEIGHT. DIRECTr CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. GROUT: W LLr d = z cn a ui + CONSITRUCTION OR THIS OB UNLESS OTHERWISE NOTED ON THE PLANS. STEMNALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. WHERE THREADED RODS ARE EMBEDED 12" INTO SUBFLOORS: THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C D C AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8" PLACES AT ~ o a Lu $ a m °ted 5. DIIMENSIONS ARE SHO N FOR REFERENCE ONLY. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. IF DIMENSIONS STEMWALLS, THE TOP TWO COURSES OF STEMWALL MUST BE FILLED. WHERE- SUBFLOORING IS INDICATED IN THESE PLANS, USE Y'4" T&G PLYWOOD GLUED WITH A CONSTRUCTION ANO A 11" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS WHEN TESTED IN = m LL Q -A CANN@T BED ERMINED ROM THE ARCHITECTURAL PLANS, CONTACT THE ENGINEER OF RECORD. ��'�ICREI ADHESf� AND FASTENED PER FBC. ACCORDANCE WITH ASTM C 1019. NCI- OR BOLTS: DEFlNmONS: o w m N Y o� y CASTF-IN-PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 2:500 PSI AT 28 DAYS. 9-_ GROUT POUR HEIGHT - THE TOTAL HEIGHT OF MASONRY TO BE GROUTED PRIOR TO ERECTION OF ADDITIONAL MASONRY. cn o= Z a W Lu CONCRETE AND STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FISC. TYPICAIL ANCHOR BOLTS ARE REQUIRED AT THE FOLLOWING LOCATIONS: GROUT POUR - CONSISTS OF ONE OR MORE GROUT LIFTS. = o~ -4 V a V DESIGN P EC I I CATI O N S: . Sp*CED O 32" O.C. AT EXTERIOR WALL SILL PLATES. GROUT LIFT - THE LAYER OF GROUT PLACED IN A SINGLE CONTINUOUS OPERATION AND IS LIMITED TO 5 FEET (1524 MM). CD - Q m G m S� ON GRADE s AT TIRE EXTERIOR WALL SILL PLATES WHERE THE THREADED ROD IS MORE THAN 6" FROM THE END OF THE PLATE. RODDING - THE ACT OF COMPACTING FRESHLY POURED CONCRETE OR GROUT IN ITS FORM BY FREEING THE MASS OF AIR POCKL WITH E o J w N LL. LL DESI@N CODE: 2007 RIDA BUILDING CODE s AN6HOR BOLTS ARE NOT REQUIRED AT INTERIOR BEARING WALL SILL PLATES. REPEATED STABS OF A ROD. m UNLE$'S NOTED OTHERWISE ON THE PLANS, SLAB THICKNESS IS 4 . SLAB SHALL BE POURED OVER A s gH�HOR BOLTS SHALL BE USED UNDERNEATH FIRST FLOOR WINDOWS ON EACH SIDE BELOW EACH OPENING. ANCHOR PUDDLING - THE PROCESS OF INDUCING COMPACTION OF GROUT BY USE OF A TAMPING ROD. � o U OCCULPANCY: RESIDE GROUP R-3 (ONE AND TWO-FAMILY DWELLINGS) 10 WIL. VAPOR BARRIER AND THE SOIL SHALL BE PREPARED FOR TERMITE: PREVENTION PRIOR TO SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE PUDDLE - THE ACT OF WORKING CONCRETE TO ELIMINATE HONEYCOMB, AND TO PRODUCE A DENSER MASS. w w _z POUR( BOLTS " PUDDLE STICK - A STICK OR ROD USED TO CONSOLIDATE GROUT BY HAND. o u w CONDUCTION: TYPE V UNPROTECTED MG. 6x6 W1.4xW1.4 WWR TO BE PLACED IN THE CENTER OF THE SLF9. WWR SHALL BE LAPPED W� ASTM F 436 GRADE 36. NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. D LL 8"• TME USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWR. MINIMUM FIBER LENGTH = 1/2". Li BASIF WIND SPEED: 12 MPH MASONRY CONSTRUCTION AND INSPECTION GUIDELINES: a- 0 z WINfY IMPORTANCE FACT 1.0 (CATEGORY II BUILDING) ANCHOIRING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): I. LAY UP MASONRY IN RUNNING BOND FOR SIZES AND REINFORCING PER PLANS AND ELEVATIONS. � C + SIMI�ON STRONG-TIE CO., PRODUCT: EPDXY-TIE OR ACRYLIC-TIE 2. FACE SHELLS OF BED JOINT SHALL BE MORTARED. X � z z STELL REINFORCEMENT: _ �w m WIND' EXPOSURE: B REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FISC, 3. WEBS SHALL BE MORTARED AT CELLS TO BE GROUTED. ACI FA118 AND AS NOTED IN THESE PLANS. MET/�IL CONNECTORS: 4. VERTICAL CELLS ARE TO BE ALIGNED WHERE THEY ARE TO BE GROUT FILLED UNLESS BOND IS SHIFTED DUE TO SITE CONDITIONS• o w z z INTERNAL PRESSURE CO CIENT: t 0.18 ENCLOSED BUILDING M- o ALL AL CONNECTORS SHALL BE SIMPSON STRONG-TIE CONNECTORS UNLESS OTHERWISE APPROVED BY THE ENGINEER OF RECORD 5. INSTALL HORIZONTAL JOINT REINFORCING AT 16 INCHES 407 MM) ON CENTER STARTING FIRST BLOCK ABOVE FOUNDATION. o m w U CONOf�ETE COVER SHALL BE IN ACCORDANCE WITH FBC AND AS FOLLOWS: METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR TREATED WOOD IE ACQ TREATED SHALL BE ( y MAXIIfAUM DESIGN WIND ESSURES (PSF): (E.O.R.0 (• ) 6. MAINTAIN MINIMUM OF 1/2 INCH (12.7 MM) COVER ON JOINT REINFORCING TO EXTERIOR AND REINFORCING SHALL BE EMBEDIDIED IN MORTAR. z o z 3" F0JR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH �VApNIZED OR STAINLESS STEEL ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR TREATED WOOD (I.E. BORATE) SHALL BE 7. GROUT SPACE'S BOTH VERTICAL AND HORIZONTAL ARE TO BE SUBSTANTIALLY FREE OF DROPPINGS, DEBRIS, LOOSE AGGREGATE- AND ANY a ~ w OpLENING SIZE (SF) EDGE ZONES (5'-6" FROM OUTSIDE CORNERS) INTERIOR ZONE 2" FQJR CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND Z-MA% COATED. NAILS: ALL NAILS EXPOSED TO EXTERIOR SHALL BE GALVANIZED OR STAINLESS STEEL ALL NAILS EXPOSED TO MATERIAL DELETERIOUS TO MASONRY GROUT. w N 0-20 +26 and (-)35 +26 and (-)28 1-1/72" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH ,;ROUND FIRE-T1}REATED LUMBER SHALL BE STAINLESS STEEL. 8. INSTALL REINFORCING IN GROUT CELLS PRIOR TO GROUTING. 0 oz Q� N VERTI� AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER, m 3 21-50 +25 and (-)32 +25 and (-)27 ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING HEAT. ERS/JACK STUDS: 9. GROUT SPACES ARE TO BE INSPECTED PRIOR TO PLACING GROUT. � w 10. FILL CELLS AS NOTED ON THE PLANS, ELEVATIONS AND DETAILS. �w o J N 51-10 +23 and (-)29 +23 and (-)25 DETAIL OF ACI STANDARDS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD TO THESE PLANS FOR HEADER AND JACK STUD REQUIREMENTS. REFER' 11. PLACE GROUT IN LIFT TO 60 INCHES IN HEIGHT (CLEAN OUT HOLES ARE NOT REQUIRED). o Q �SONOY: DURING PLACING OF CONCRETE. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: 1 >100 +22 and (-)27 +22 and (-)24 12. A REINFORCING BAR MAY BE USED TO ROD GROUT IN CELLTO ENSURE THERE ARE NO VOIDS IN GROUT. o � � MASONRY: 48 BAR DIA. � Z w CO O CORNIER REINFORCEMENT SHALL BE LAPPED 30". R00� SHEATHING AND DIAPHRAM ATTACHMENT: 13. PLACE REINFORCING APPROXIMATELY 1 INCH (25 MM) TO THE SIDE OF DOWEL IN CELL (ACI 530-1.12.3.3) DES16N LIVE LOADS: " „ „ 14. GROUT SHOULD SET IN APPROXIMATELY 90 MINUTES DEPENDING ON GROUT SLUMP AND WEATHER CONDITIONS. z o z (- O N ROOF: 0 PSF USE WN. 7/16 APA RATED SHEATHING FASTENED W/ 8d RINGSHANK NAILS O 6 O.C. EDGES, 6 O.C. INTERMEDIATE. 15. DO NOT BEND OR MOVE REINFORCEMENT AFTER GROUT HAS SET. ¢ o= O Ld N In FLOORS: 40 PSF V 16. FILL ALL CELLS SOLID BELOW FINISH FLOOR ELEVATION. w cc v� Z_ _ N00 N E� (CAL FRAMING: IOR WALL SHEATHING: 17. PROVIDE LEVEL "B" QUALITY ASSURANCE, AS PER ACI 530-05 TABLE 1.15.2. > o z >- (� Q � 0000 DESIGIN DEAD ADS: �� USE ?Zx4 STUDS FOR ALL EXTERIOR WALLS AND 2x4 STUDS FOR ALL INTERIOR WALLS, UNLESS NOTED OTHERWISE IN w o LJ I-- ROOF- 10 PSF THESfE PLANS PROVIDE APA RATED SHEATHING AT EXTERIOR WALLS. TOLERANCES cn Q - N CO FLOORS: 10 PS SPACfE STUDS O 16" O.C. MINIMUM AT ALL EXTERIOR WALLS, INTERIOR BEARING WALLS AND INTERIOR SHEARWALIS. FASTEFa MIN. (6 THICK SHEATHING W/ 8d COMMON NAILS SPACED 6" O.C. AT PANEL EDGES AND 6" O.C. AT INTERMEDIATE SUPPORTS, APPLIED CENTER REINFORCING: m z LI- Ln (p SPACfE STUDS O 24" O.C. MINIMUM AT ALL INTERIOR NON-BEARING WALLS USE SPF #2 (OR BETTER) FOR ALL WALLS HORIZONTALLY- CENTERLINE LOCATION SHOULD BE WITHIN 1/2 INCH (13MM) OF CENTER OF MASONRY. >_ z � n � S01� REDUClE NAIL SPACING TO 3 O.C. AROUND ALL OPENINGS. USE 3" EDGE NAILING IN THE LOWER TOP PLATE ON ALL EXTERIOR WALLS. HORIZONTAL LOCATION SHALL BE WITHIN INCHES (51 MM) OF THE CENTER OF THE CELL J C o � C O gggL�MED MINI UM ALLO ABLE SOIL BEARING CAPACITY = 2500 PSF U•N•O). IN THESE PLANS. USE SYP #2 TOP PLATES AND PT SYP #2 SILL PLATES. DOUBLE TOP PLATE SPLICES SHALL BE LLJ SUB§URFACE IL COND ONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE TO ��D A MIN. OF 4'-0" AND NAILED WITH A MINIMUM OF (2) 12d NAILS AT 8" ON CENTER. OTHER FASTENING REINFORCING SHALL MAINTAIN POSITION OUT BEING TIED. � w m Q z = -j I THE CONTRA OR A R ORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE CONNECTIONS AS SPECIFICED IN FBC SHALL BE USED. ROOIE AND CEILING FRAMING: DO NOT MOVE REINFORCING AFTER IN SET OF GROUT. z w o W Z J ' I FOLLOWED UN S MOR STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. THE FILL BELOW THE FOUNDATION ROOF ASSEMBLIES SHALL BE IN ACCORDANCE WITH FBC. -CK~ J O � REINFORCING AT EACH FACE � Z X o z Q Q O SHCOLD BE EE OF D IS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL SOIL MUST ALL C@NVENTIONAL FRAMING SMALL BE SYP #2. MAINTAIN AT LEAST 1/4 INCH (6 MM) CL R OF MASONRY FOR FINE GROUT AND 1/2 INCH (13 MM) FOR COARSE GROUT. Q w w 3i z C3) BE 0,OMPACTE TO 95% ODIFIED PROCTOR MAXIMUM DRY DENSITY FOR A DEPTH OF 2'-0" BELOW THE BOTTOM OF **CONVENTIONAL STRAPPING: REINFORCING SHALL BE PLACED 1 INCH EAR TO THE SIDE OF THE DOWELS. 0, _ � W LZ Dm _jt_ LLJ THE (FOOTING. WHEY RE "CONVENTIONAL STRAPPING IS SHOWN AS AN OPTION ON THESE PLANS, USE THE FOLLOWING: �gMIN�IATED WOOD FRAMING: BOND BEAMS: o Li 0 U)0 F Y I Y O X SIMP}SON SPH4's O THE TOP AND BOTTOM OF EACH STUD w/ (5) 10d NAILS O EACH END OF EACH HORIZONTAL REINFORCING SHALL BE 1/tF CH (6 MM) CLEAR OF MASONRY FOR FINE GROUT AND 1/2 INCH (13 MM)FOR COARSLE GROUT. w -cn ' TION AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH APA AND THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION: w = W U STRaLP & LOCATED O EACH END OF EACH WALL, EACH KING STUD, AND I� MAX 32" o.c.. FASTEN FIRST FABRIC ALLOWABLE STRESSES SHALL HAVE THE FOLLOWING PROPERTIES AND SHALL BE A DRY USE CONDITION: KNOCK OUT WEB BLOCKS SHALL BE USOR BLOCK AT THE TOP AND/OR THE BOTTOM OF THE BOND BEAMS, DEPENDING ON TjFIE LOCATION. o - o (� = Li�00R SILL PLATES TO FOUNDATION w/1¢"0 ANCHOR BOLTS LOCATED O EACH END OF EACH WALL, EACH MINIMI WIRE MESH OR SOME OTHER MEANS SHBE USED TO PREVENT GROUT FROM ESCAPING FROM THE BOTTOM OF THE BOND BEAW INTO CELLS Ld Q KIN% STUD, WITHIN 6" FROM SILL PLATE BREAKS, & AT MAX 32" o.c.. GRADE°• VERSA-LAM 2.0 SP WITHOUT VERTICAL REINFORCING. Y Q I �U§tAL STRESS: 3100 PSI Q U a 24'-7" mLL - MI (2)2x4 STUDS 2x8 CEILING JOISTS Of~ B OW MULTI-PLY Al C LING JOISTS ® 24" o.c. (TYP.) U ,2)2x8 HDR. (2)2x10 HDR. _ -== = _` HE n II I I I 11 /1". 11 I I I I II =� II I I I I I I III I 11 Z� ` II 11 I III II III I I I II � " 4" C C. SLAB REINF. w/ I Al -�I h I I I w u n1 1 I 1 1 1�-- Ilii W •,,..y '-' WWR x6-W1.4xW1.4 OR I FIBER ' ESH REINF. OVER 10 I �-2 � 2x8 CEILING JOISTS (I MIL. POR BARRIER OVER ® 24" o.c. 111 I I I f III II VIII I I I I II 111 w �`�� CLEA COMPACTED TREATED A26 I > „";----II �� I I I N III N II VIII I I I I 11----�}I cq X z_ ni ° h I 1 I M w N n M n ! I I I u iii^ FILL. S-2 I oil! n1 111 II I I I "111"11 SII I I I II Illy z "„r__.JI I 1 I I 111 II III I 1 1 1L � Lit N 1l I I I I III II III I I I II rAl "IJi-- 111 11 I I I III II III 1 I 1 II (2) #5 x 12" LONG DOWELS EPDXIED MIN. POST DOWNS FROM ROOF II III I I ( II ' II II I I 1 11 II III 1 I 1 11 2x8 CEILING JOISTS Q �� „ 6 INTO EXIST. FTG. II II I I I I I I I II - ~ I FASTEN END OF CEILING ® 24 o.c. I- 1 JOIST TO DBL. JOIST w/(2) 11 W Q I I I I 11 IN. 2 2x4 STUDS I n � - '� ,42A .131"x3" TOE-NAILS (TYP.) __-11� I, , , , „ „ O I ao It.__ FASTEN END WALL STUD S-2 N IJELOW MULTI PLY N TO EXISTING WALL STUDS w NO1Tff� SEE DETAIL C3 FO IIv II I I I III CEILING JOISTS I vII w/(1) ROW OF .131"X3" U Q - - - - MULLTI-PLY HDR./BEAM/J FASTEN END WALL STUD i i i i it I Iii i` i i i ii NAILS ® 12" o.c. z TO EXISTING WALL STUDS -- 11 I _ -- > J FA§TENING PATTERN U.O.N. 0 /O „ „ -A- ===i------�__=- 4=====�====_=�_ � �.� W > � 7 .11 . " -SE PLANS w 1 ROW OF .131 x3 ______ 0 W I� L THS NAILS ® 12" o.c. CONTRACTOR TTO� z z (2) #5 x 12" LONG DOWELS EPDXIED MIN. 111 #5 x 8 LONG DOWEL ® VERIFY/PROVIDE MTM• � ONTRACTOR TO VERIFY/PROVIDE V ,, 2 2x12 HDJR• 6" INTO EXIST, FTG. III 32 o.c. EPDXIED MIN. 4 ( ) „ „ •� � '� � MIN. (2)2x12 HDR. w � U O Q U 113 INTO EXIST. FTG. (TYP-) �•� CONTRACTOR TO Q LLJ J m t VERIFY EXIST. WALL �- z _.. UPLIFT CONNECTIONS O z U & CONTACT E.O.R. TFAOR > O Q F•- m APPROVAL OR INSTALL (, • ONTRACTO MAY THREADED RODS AS U Q N(0E, C SHOWN ..aw.. Q I ** NVENTIONALLY= STRAP -� I ( r I R RIOR WALLS E NOTES , ONJ SHEET S-1 I O Q I ' H ED I �- LIED OF THE T RODS z SHIPWN ON THES PLANS .„rt ., .- L_j v! . IL t• .. i ry r C V O N U Q D B..a. ffi �f .rrcramm. xvmwv,+naw.vmm.wwv. ( } cj� SYMBOL KEY8d k DIA.I , MI�,R,EADED ROD L ATION W 3X3X WASHER SIMPSPN LUS26 s ® MAX.T4 " o.c. & ON SIDE 0 EA, OPENING & A F+' MIN. (2) 2x4 STUDS HGR. `/(8) 10d U I AT ENDS (OF EA. WALL WHERE SHOWN BELOW BEAM NAIL* O z (2) SIMPSSON MTS12 TW I STRAPS w/(7) 10dx1j" PROVIDE " T&G SUBFLOOR Z NAILS IN1Tt0 EA. END SHEATHING IN THIS AREA, SEE - Z -_ �-'MIN. (2)2x6 GENERAL NOTES ABOVE _ ____ _ ---- ----- --- A. _.- ! MIN. )2x4 STUDS 2x6 LEDGER NAILED TO BELO BEAM Q U r' ! EA. EXIST. WALL STUD w/(2) .131x3" NAILS --- 2x6 OOR JOISTS O - L/NETYPEKEY ® 2 0.�. (TYP.) 4 z � O CONTRACTOR TO G LTJ Q -� CONTRACTOR TO CONCR E VERIFY/PROVIDE MIN. (2)2x6 VERIFY/PROVIDE - - - - - - - CONCR E HIDDEN HDR. OR REMAIN IN PLACE MIN. (2)2x10 HDR. OR REMAIN IN 2x4 S D WALL ® 16" o.c. I PLACE i REVISIONS ------ I ' -------------------- BEAMS HEADERS � . _..�. ._..._ NO. DATE REVISED CONVE ONAL FRAMING ____�._.., ._...___w._.. ��..._...�.---._�_ i I a , •------------------- ----- LEDGE a a IF ND TION 0TES: 1. REFER TO CH. FLOOR PLAN FOR WALL LOCATIONS ,& DIMS CONVENTIONAL FRAMING OTES: ,2. REFER TO EET NO. S-2 FOR FOOTING SECTIONS DA 1. ALL CONVENTIIONAL FRAMING 'SHALL SYP# 2 OR BETTER. WALL, CEILING, & FLOOR FRAM/NG PLAN 7 jAw222 ,ANDD TAILS FOUN or/ON PLAN 3. MON CITRIC FOOTINGS MAY BE SUBSTITUTED FOR 2. FASTEN R,gFl•LERS TO CEILING JOISTS '�IITH (5).131x3 NAILS. STEMW LL F00, INGS, SEE DETAIL SHEET S-2. SCALE: 1/4' = 1'-0" (3).131 Tx3" OE-�NAILSND CEILING JOISTS°f TO PLATES WITH / 3. SCALE: 1 4" = 1 .1-0" sm f 1 f d �t .,..: a, ...,.,,. s - 'a: .:.;... �-.,, ----- -. ->I ?$'ziv.. Y�r,.Nr �..-r ., .,tir_. Asn.`�` ��x � $Tx,•.,�; ��,� �� �- w � w HEADER JACK/KING STUD TABLE U.N.O. Q Q z C W d LJ V) W N NAIL FROM OTHER A HEADER SIZE STUDS STUDS W z�, w ui SIDE OF 2nd PLY `a (2)2x6 1 1 ~ o Q cc °'m EXAMPLE OF UNSUPPORTED (UNBLOCKED) z w w z (2)2x8 1 1 PANEL EDGE, UNSUPPORTED PANEL EDGE IS cn a-a he Uj ¢ z J"0 THREADED ROD vi 2X4. (2)2x10 2 1 BOUNDARY OF SHEARWALL BYIm SICALCHEDULECONDI ORNOTES BLOCKING IS REQ'D � o z d =III z LU viNAILING PATTERN (2)2x12 2 2 1-- z a m ao 0 o iy (3)2x12 3 2 w pJ mow aLL C � W " NUT AND Z J TYPICAL BUILT UP COLUMN NAILING (2)1j"x11j" LVL 3 2 o c� v x3 x3 PLATE ¢ _2X6 OR 2X8 PATTERN „ „ z WASHER z 3 N RN (2)1 x14 LVL 3 3 0 -D w Z � NAILING PATTERN BUILT up o w . . LAYER OF BUILT � w FASTENING EA GYPSUM BOARD SILL PLATE V' COLSIZUMN UP COLUMNS w/THE FOLLOWING (2)1 x16 LVL 3 3 OR PLYWOOD �z z N Z . 71 wwww „ " NAIL SPACING AT z �.x4 1 ROW OR 10dx3 NAILS ® 6 O.C. z (_)2:x6 2 ROWS OR 1 Odx3" NAILS 0 8" O.C. Li SUPPORTED EDGES, EXAMPLE OF PANEL EDGE w/ m w BUILT-UP MEMBER _ 2x8 2 ROWS OR 10dx3" NAILS ® 8" O.C. TYPICAL MULTI-PLY HEADER/BEAM/JOIST SEE NOTES OR SCHEDULE H BLOCKING WHERE REQUIRED BY Q w ( ) ~ a• NAILING PATTERN U.N.O. SCHEDULE OR NOTES N F d d o Y — d HEADER/BEAM FASTENING PATTERN w SIZE (ALTERNATE SIDES WHEN FASTENING) o Q o Q - N d ° „ " STUDS, ROOF TRUSSES, 0 � �' � .d a (_)2x6 2 ROWS OR 1 Odx3 NAILS 0 8 O.C. 0 Z� (o DBL. STUD ® END OF SHEARWALL (-)2x8 3 STAGGERED ROWS OR 10dx3" NAILS ® 12° O.C. OR FLOOR JOISTS � �z o z O THREADED ROD „ (_)2x10 4 STAGGERED ROWS OR 10dx3" NAILS 0 12" O.C. cn = Z OWN N .ILiIL 4% OR GIRDER TRUSS, SEE DETAIL FOR NAILING TO INTERMEDIATE o — W 00 Lc) A a' NAILING PATTERN (_)2x12 4 STAGGERED ROWS OR 1 Odx3 NAILS 0 12 O.C. „ o w � �'`� 00 „ „„ SUPPORT IS 6 O.C. MAX. U.O.N. W Q I „ o (_)1 �x „ LVL"S 4 STAGGERED ROWS OR 10dx3" NAILS 0 12" O.C. � ��a W N �j _j ( � EPDXY I 0 HOLE OR FFASTEN CORNER POST o (_)1 x LVL"S 4 STAGGERED ROWS OR 10dx3 NAILS 0 12 O.C. a Z tY RCYLIC N "O HOLE TOGETHER w 12d COMMON � „ " � �o � (5 O ~ � � 1� / 4 6 (_)1 x11 „ LVL�S 4 STAGGERED ROWS OR 10dx3" NAILS ® 12„ O.C. cn w Q z = 7) w I n 6 O.C. (STAGGERED) (_)1 x11 LVL S 4 STAGGERED ROWS OR 10dx3 NAILS ® 12 O.C. NAILING PATTERN FOR SHEATHING ON w o �o W -J �t _ 1.75x14" LVL"S 6 STAGGERED ROWS OR 10dx3" NAILS ® 12" O.C. ROOF, FLOOR, AND SHEARWALLS x cn Q > rn O THREADED ROD _ 1.75x16" LVL"S 6 STAGGERED ROWS OR 1 Odx3" NAILS 0 12" O.C. w Q w o Z Q z CORNER POST STRAIGHT � w� z � � ,� YZX w = - - O Q EMBEDMENT BUILT UP COLUMN NAILING HEADER 8c BEAM JACK KING STUD NAIL PAT ERN DETAIL YQ TI--I R A ED ROD 1 C2 C 3 C �- DETAI C PATTERN 8c CORNER FRAMING DETAILS TABLE 8c NAILING PATTERNS Q E SCALE: 1 /2"=l '-O" SCALE: 1 /2"=l '-O" SCALE: 1 /2"=l '-O" SCALE: 1 /2"=l '-O" m F_ APA RATED S EATHING (SEE GENERAL W 2x8 RAFTERS 0 NOTES ON SHEET S-1) U 24" o.c. (TYP.) I I ,,�%' :w I I , 2x8 RAFTER 0 12 n " PROVIDE (4)16dx3 Z 4'-0 MIN. BETWEEN NAILS EACH SIDE OF (5) .131"x3" NAI .,, BUTT JOINT cu .��. , ,• E a •�N �/ `• � TOP AND BOT. LAP BUTT JOINT (TYP.) .,y MIN. (2) 2x4 STUDS ' I ' ,% MIN. (2) 2x4 SIMPSON H2.5 C BELOW HIP J�.;;.' STUDS BELOW HIP SEE P +•••r .. SIMPSON LS50 CLIP I ' ' DOUBLE TOP BUTT JOINT ATCH O NUT 2x8 CEILING z 2 2x4 TOP `•;.�� I ' ' PLATE EXIST PLATE w/ w/(4) 1 Od NAILS , , ,, __ ___—__, ___ & WASHER JOISTS ® 24" o.c. INTO EA. MEMBER (2)1.75"x9.5" LVL HIP (TYP.) � l I I JI;:''' (VERSA-LAM 2.0 3100 SP)' w/EA. PLY FASTENED TOGETHER w/(3) ROWS OF UPPER PLATE BREAK APA RATED W LL z (2)1 75"x9.5" LVL HIP " �"� THREADED ,� �,,'% 1 Eld NAILS ® 12 o.c. SHEATHING ( EE ROD 0 (VERSA-LAM 2.0 3100 SP) __ o I I �,. ,. ___ RAFT R UPLIFT SCHEDULE: w/EA. PLY FASTENED--- LL ------ ------ GENERAL NOTES ON TOGETHER w/(3) ROWS OF Al " =� SHEET S, 1) /O (2)2x4 POST BELOW O THREADED ROD ANCHOR 0 USE 1 SIMPSON H2.5 AT END OF " °�``. ° " Ll-1 16d NAILS 0 12 o.c. EACH FTER TYP. U.N.O. --.---------- ---HIP(s) & RIDGE BUTT JOINT BOLT w/3 PLATE WASHER W O O --- --- 2x4 STUDS ® b� w/(2) SIMPSON QLFULL HEIGHT THREADED : „ 16 o.c. +I z Q f— NAIL END OF H2.5 CLIPS w/(5) ___ _ STRAPS 0 EA. END ROD ANCHOR O 8d NAI..,S. �------------- --ry o w z �- -�, _ �' z 0 0 (2)1.75"x9.5" RIDGE < . . . . L1J U VERSA-LAM 2.0 3100, Sp ' ' P.T. 2x4 BOTT. Q U ( ) I P.T. SYP#2 •: z PLATE w/NUT Q LLJ J II w/EA. PLY FASTfENED SILL PLATE " 1 & WASHER z m Q II TOGETHER w/(3) ROWS OF s 6 MIN. 4" CONC. SLAB iry SY OL EY �� 16d NAILS ® 12"' O.C. ,. 0 z U � F SOLE PLATE BREAK � O U ( SIMPSON MTS12 TWIST STRAPS € s e I SEE DETAIL U Lj_j ~ z " 4 ' ` Al/S-2 FOR FTG. Q 0 Q w (7) lOdx1 NAILS INTO EA. END I SIZE & REINF. > 0 0 0 Q PLATE BREAK WALL SEC ION W DETAIL B 1 @ TYP. LOCA ION B 2 SCALE: 1 /2"=l '-O" SCALE: 1 /2"=l '-O" ,I „ v n j { �. .� /NE PEI EY `" t II THREADED ROD w/ o / I 2x4 P.T. SILL NUT AND WASHER AT BASE 3 Q N -- - CONVENTIONAL FRAMING -' -- � `�- PLATE #MAX 32"L c.DOEPDXIED 0~ a~ o E ------------ ------ BEAMS & HEADERS (1)#5 CONT. w/ 30" MIN. LAP MIN. 4" I 0 EXIST. FTG. T �' BEND AROUND CORNERS 4" CONC ETE SLAB 4" C C. C w p� I 8 CMU, GROUT FILL ALL CELLS BELOW U GRADE & ALL CELLS w/REINF. ` I NOTE: a I — .. 0 I BRICK VENEER MAY SIT ON -- STEMWALL FTG. WITHOUT (1) CONTINUOUS 8„ VEX 0 z ANY MORE REINF. _ " " SLAB FTG. C NVE TIONA FRAMING NOTES: #5 VERTICAL 0 MAX. 4-0 w 3o MIN. LAP / Z Q (� _— .. 1, ALL C NVENTI AL FRAMING SHALL BE SYP# 2 OR BETTER. ' --- O.C. w/ 8" HOOK INTO BEND AROUND .. FASTE ALL J KRAFT. TO HIPS WITH SIMPSON LS50 CLIP SEE (2)#5 CONT. w/ 30" MIN. LAP FTG. AND 12" HOOK INTO CORNERS DETAIL B W Z 2 ,. BEND AROUND CORNERS „ SLAB _J Q PLAN• '-- - 2 -0 3• FASTE RAFTE S TO CEILING JOISTS WITH (5).131x3" NAILS. Q U —� 4• FASTE RAFTE S AND CEILING JOISTS TO PLATES WITH .131x3 TOE- ILS. CL 5. FASTE ALL H S TO PLATES WITH (2) SIMPSON MTS12 TWIST LJJ —j STJPAPS w/(7)10 Y2" NAILS EACH END OF EACH STRAP. "0 THREADED ROD w/ 6, BENEATH EAC RIDGE & HIP TO MULTI-PLY JOIST CONN. USE 2x4 P.T. SILL NUT AND WASHER AT BASE z —� MIN. (2) YP.#2 TUDS BENEATH. ���'�" � �` " ��� PLATE I w EXIST. WALL, W Q #5 x 8 LO DOWELS ® IF APPLICABLE 4" CONC. SLAB MAX. 32" EPDXIED w . • • MIN. 4 INT EXIST. FTG. IF REVISIONS x 6„ 00 .' w I 4 CONC. S 9 :! •• •• J .. -- 4,• N0. DATE REVISED „ (2)#5 CONT. w/ 30" MIN. LAP I _ 1 -"On p BEND AROUND CORNERS - I THESE STRUCTURAL NS WERE PREPARED WITH CAD FILES OF THE OPTIONAL BRICK LEDGE w/ ARCHIjTECTURA FL00 PLANS PROVIDED BY THE MR. JAMES DUPREE, (1)#5 CONT. MIN. 30" LAP ARCHIITECT. NGINEE OF RECORD ASSUMES NO RESPONSIBILITY FOR BEND AROUND CORNERS 8w (1) #5 C TINUOUS i THE D1IMENSIO AL AC URACY OF THESE PLANS AND RECOMMENDS THAT OWNEF? CONT ACTOR EVIEWS THESE STRUCTURAL PLANS FOR EITHER OPTION MAY BE USED / EXIST. w 30" MIN. P BEND / - .x �. ,.- FOR THE FOUNDATION PLAN AROUND CORNERS SLAB/FTG. APPROVAL OF DIMEN ONING PRIOR TO CONSTRUCTION. CONTRACTOR �. DETAIL A SHALL VERIFY ALL DI S. AND NOTIFY E.O.R. IF ASSUMPTIONS OR INFORMATION I INCO RECT STEMWALL/MONOLITHIC E T G . CON11 222 THE E.O.R. S ALL BE NOTIFIED IF EXISTING SITE CONDITIONS DEVIATE ROOFRUM/NG PLANA l SLAB E C TI 0 N FROM (ORIGIN PLAN PROVIDED TO BAKER KLEIN ENGINEERING, P.L. OR0 AT TYPICAL LOCATION A IF CHANGES E MA FROM ORIGINAL ARCHITECTURAL DESIGN. - SCALE: 1/2"=1 '-0" TO EXIST. FTG', SCALE: 1 2"=1 '-0"SCALE: 1/4 - 1 -0 Smr2 �� '• I _ MAP SHOWING SURVEY OF LOT 1, SELVA W!ERDE, AS RECORDED IN PLAT BOOK 60, PAGE 150 "w OF THE CURRC�T PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 0 11 it . L � :.., Ii. 1it C I I 40 1 ,1 ;,� Mp,RINA Paso SCALE: 1" = 20' SAb ����� Y BOTH VARIES 0611"E k_, K RIGHT OF WA 1S.rab n� O f i� I Jg' F1EL0 ) 516 ro 5111156E _ 1 ' 63 i 66 CHORD CE-39 a �' ' x �,fi.a�„� ,i�,�R � - - - , I : IF l 50615'38"E D15jAN 30' ARi'ro xs.1 g•3 3 �� cA? 0 I , 2 J 34.00 FIELD i+ RADIU5s23 6� �Y ❑ 6 I�E ' 06018,0Q, E i r'IF ., ouND TOP 9.6 o l' I I 34. �x i,>l j( FW L636'M S. 8.0 FILL NO 1/2' IRON 7.9 T �9 UNDERGIR t I ( Al P y ,t(I a PWE. CM _ I 8.7 x 49.6 IP TANK g Q I� 8 VALVE }3{ Q 1 N X19. p 1 I \ T10N \ �Y x8.6 REIN N v g + N , r< x9.5 A x9.1 / A 10.0 UNE IpT1W - 9.7 x9.5 9.5 in ,O d �y f II �� ' i it k g.3f x9.3 yp' BUUDMp R9.7 Tq.'��4 �Z 6 Z f9.7 1 b. r Yk r 1 9.5 EgE _ _ _ _ LJ Rig '� ORIVE0.2• f v COVE71E64 cn 't' OUND ,l2to % Il,yl� til �sl I ( I I' k pyER LINE \ M!l• •�. Va FOUND CIS I� 1 i ' 3.2' 9.6' pt'E, kI (� s ICTON UNE - I 36' BU?_IDIN�RESTR Z I P ,o r FINISHED FLOOR p OD a ELEVATION 1,.9 kbiw � co, LOT 2 SIE �< < II INA UNIT 1 � �. 1s. � X44. 59 I ��aa �a I VA MAR ��1 l W x x W - S 4 1� 9.5 _ PAGE a T BOOK 23. 1 1 Pu > w u. I I P, N r ORY FRAME �� I � BLOCK 1 ` `��y 0 V I 9.4c 2 ST No. 1210 �� r u' h lI fl. LOT 32 o s x g' m � 10. 7 K RESIDENCE mo 3 x 3.3' 22.0' 1.9• 'rI ' r 111 ; I I I X115 m spVEttw'/ k w lM z r c COTE � Z 1 NOTES: >< 61 S� GARAGE FLOOR /�pORCH` I / v I� I �• - I r �,I Pj ELEVATON ,0.75 11 00 1. THIS IS A BOUNDARY AND > rr�11 L, ?.q Z TOPOGRAPHIC SURVEY. r� SII %'" pp .4 7 x �! RESTRICTION LINES PRIER I n p 9 9.6 BUILDING }p f 2. B OVER l 23.6' I' J W J I AS PER PLAT. .. - os xa.9 J 0.2 = 10.tx UNE x9.4 I z I-1 a.sx s,I,Lo 9Ttis RE 1 fY=Z, N 1 11 3. BEARINGS BASED ON THE 8 pTa+ ON P P ,0.31 �a NORTH LINE OF LOT 1 BEING NORTH 83.42'00 EAST, AS PER zx to.3k� 10. ,os Siiw 91 ' i 1 �y li 'I, '�1 �' PLAT. �� My, / x10.8 10.5` 10.510.5 FOUND "'LO36R ' , �! i. i. 1 1 4it 10.1, x,0.4 - � NINUY f MF'Er BENCH MARK USED IS THE I 29 3BF NORTH RIM OF A SANITARY �� �J� 314 75• r53 1 !"I , " k I MANHOLE NEAR THE NG�,V2• tRON N III ,, SEWER M FW LB3672 I o I �9 CENTERLINE INTERSECTION OF F o� 12th AVENUE AND SELVA d, � Ill LOT 3 MARINA CIRCLE. r; I ELEVATION = 9.42 N.G.V.D. 1 w (1929), CONVERTED TO II f 11 N.A.V.D. 1988, ELEVATION = 8.32 N.A.V.D. 1988 I t '� , I THE PROPERTY SHOWN HEREON APPEARS LTO LIE IN FLOOD ZONE X (AREA OUTSIDE 500 YIEAR FLOOD PLAIN) AS WELL AS CAN BE DETERMINED THIS SURVEY WAS MADE FOR THE BENEFIT OF FROM THE "FLOOD INSURANCE RATE MAP" P. CAMPBELL FORD; SUNTRUST MORTGAGE, INC,; I �1; Ili Illk COMMUNITY-PANEL NUMBER 120079 0001 �, CITY OFF and SIGNATURE HOMES & DEVELOPMENT, INC. rl, REVISED APRIL 17, 1989, FOR THE I!i! ATLANTIC BEACH, FLORIDA. IF •i , 1 ,. S; � II Pt I fl Iy �u it IF r ' I� ki r { 1' € DONN W. BOA tGHT, P.S.M. I , I I,' I ; t� � "NOT VALID WITHOUT THE SIGNATURE AND RI,. i THE ORIGINAL RAISED SEAL OF A FLORIDA FINAL- SURVEY - JANUARY 3, 2012 FLORIDA UC. SURVEYOR and MAPPER NO. LS 3295 LICENSED SURVEYOR AND MAPPER." FOUNI9ATION LOCATION MARCH 2, 2011 FLORIDA UC. SURVEYING & MAPPING BUSINESS No. LB 3672 it t t �EL� €i,' I , [ CHECKED BY: BOAT WIGHT LAND SURVEYORS, INC. MARCH 29 2006 is I DRAWN BY: swc 1500 ROBERTS; DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 FILE: 2011-0851 y{ REF 09-499, 06-1072/4 11-0132 '' IIS f i i # �,'. • '' I�'' y9.la •I